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Plans (378) P LM 2015 - 00424 I RECEIVEL v lt C9 J C OS 3 22 ON FEB 17 2016 0 go0 CITYQFTIGARD CD EittILDING OW1SIQN `° TIGi\ RD N -TS SHEET INDEXcn re. J C000 COVER SHEET L100 TREE PRESERVATION&REMOVAL PLAN C001 GENERAL NOTES L200 IRRIGATION PLAN-SITE ci- PREPARED FOR: C100 EXISTING CONDITIONS L201 IRRIGATION PLAN r, C101 DEMOLITION PLAN L202 IRRIGATION PLAN D C200 OVERALL SITE PLAN L203 IRRIGATION PLAN H�L LA ND PARTNER G R O LIP C202 SITE PLAN L2045 IRRIGATION PLAN C202 SITE PLAN L205 IRRIGATION DETAILS&NOTES C203 SITE PLAN L300 PLANTING PLAN-SITE PROJECT TEAM C204 SITE PLAN L301 PLANTING PLAN CITY oF TIGARD, OREGON C205 SITE PLAN L302 PLANTING PLAN DEVELOPER C206 SITE PLAN L303 PLANTING PLAN 13045 SW SCI-IOLLS FERRY ROAD, TIGARD, OREGON 97008 C207 SITE PLAN L3045 PLANTING PLAN '-- KELLER HOLLAND TIGARD INVESTORS, LLC C208 SITE PLAN L305 PLANTING PLAN-STORMWATER FACILITES ATTN: BRENNER DANIELS C300 OVERALL GRADING L306 PLANTING DETAILS&NOTES 1111 MAIN STREET, SUITE 700 C301 GRADING PLAN L400 TREE CANOPY PLAN z z c VANCOUVER, WA 98660 C302 GRADING PLAN E102 SITE LIGHTING PLAN PHONE: (360) 694-7888 CON TR 7 7 N DOCUMENTS F a 3SUO C303 GRADING PLAN E103 SITE LIGHTING PHOTOMETRIC PLAN rx 0 ,` § E C304 GRADING PLAN E. C305 GRADING PLAN . CIVIL ENGINEER C306 GRADING PLAN DOWL _.., ATTN: KEVIN RUSSELL, PE C307 GRADING PLAN C308 GRADING PLAN 720 SW WASHINGTON ST, STE 750 C310 GRADING DETAIL PORTLAND, OR 97205 C311 GRADING DETAIL PHONE. (971) 280-8641 C312 GRADING DETAIL . ..: . OFFICE COPY :.:,::.. _..: ...... .r „rr, rsry:: ,a•.. ,:r .wr.a... w .n:. •:.:.: .:...r::::.,:. :, r { ..per: +i{•'a ^:- }\„+ `ab ,HS.[•.t rsw-,:,� Y.. wx C•lte.< . k Y: :r�. +yS;+: :r•:s �r2f rr•Yw:{r.4rr3�¢ {fiarY Yt"3G] �'&#4`iv fk'{S�,'y}gE' .� .�a,e.�;%''c''w�``'��9 N,7 Y��,It'L- :e&�-�v+vkY a wCs'. :• '=�3o-'Y-,: vz„- '�'G` .,v:.::. �" . . .. .........,..,. ,."...:' .. .... .......,.... _. .:.,.......... t;:;t.:.:.;}.:. t,}.::�:. :;};{k;,: :.a:k. �. C313 GRADING DETAIL . ... . :.: : :::: ::., , :r.r r . -........... ...........................................- ..-.........,............................. 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C402 STORM PLAN 11`1 ��Y\l�, � � \\- 4 :..':. i:l h 45h ' PORT ,:iii::;"}} ':��',:: ,�:4;>}}=}� .�� .4 ,� � �.. :x LAND, OR 97205 ; 3;? ;n' �Y �.:>fi°a..� �:, �` '� ��` � . ill" � C4fl3 STORM PLAN PHONE: (971) 280-8641 11111{ :„ . .: ��« '°;�1 �' \� r ' � ligwoC404 STORM PLAN yy nnnn • .. !i 4 ,tib t '� Y . y .v...:..v::'».•..::,,,-:,v,}Sa�r�: .• • kid•WR. `....4Y.,:.,.Y:.S... ..t....., ,.,:,,, �:� C405 STORM PLAN vu. ♦...,.:,�::nr,,�A-:•.w��:a>5}o-Saa::}5:5::�::...;..::.,,}•�::5::.:�.•.:...............:.a.,.....:...... .::. ..., . , , , ` � C406 STORM PLAN LANDSCAPE ARCHITECT .: .�.�� •� Cr uv3. , ,<ra ♦ \ \v� ..w.,..,.,1.}::-.11.5:.:.,:;;. --�...:.:..::.:.:.:.:.:..:.:...:::..:.::.:.... .:... - .:-' � ..++.x.» yr yr vr.......i,.. : m............r..t,,,:.:.,:..n:,,•„t,.... i ♦. - • ,� .: - ..: 5 C407 STORM PLAN ..4kA,:4..rv.rv.:nv:.v:: -,,,,'...L.,•::::.•,. . ,. ........... ..v:: v.... ......3:.:.5..s::,,.S,..vt,4z:.......:.,......r.,:,:,.::. <.. ;i:.' .., .� +:' ..,. . ri vYY J.N. v � , • \ �.�,\tk ..r..... n...............:.:. :::p:.}: ..i:::::.:::.:::::::::: : :.:. ..... :.. t .., .. :. ....:. .. :.,:... ... -.-:. `:`. ::.t - w::r1.. CITY�i' TIGARD\ \tire ` S „S.W,}:-}}:,}:.,1:.Y:n;:.}::fi.}J.,{.:r..rv.rv.rv.rv;:...:v:,:........,..+...:v:r: ..v..v:.w:.:v: :.�:.v::.:�: .•.v:. \. t+ ,r;: yr ....1 ..Y..:..u:,;:.,..,.....,.{....:i'-:4:-a-:.:v:.v..+.i.v.v:.v::::.v•w:-S.v.... .v:.�:.�;,,..:-.n-,..,...." :5 t.+.1`u '.::::. ,.. , n.,r� `v�.� - +:....:...........{:::IX:•}55:{i}:.:.1.::.v:..:.v.:v.v�:��.�-.::�::.:v�.v::.:v... \ 4� V,� L ... . , .1� ... ....................:..... ... . C408 STORM PLAN 4ri.: S � u •( ATTN. PATRICK GAYNO ,. ^•r3.�:. �r R, PLA < 1:1- .S . , s,. . , .. .................,:.,:....:::,.:.�:..:..:....-..-....... r:.^..>. :. :-:S.{:,,,4,\ ..„�� .�..,:.•. i-path.................... n...............................:..t...:... .,: C500 OVERALL SANITARY .h.�\,b-\.•.vrvf•..{.:;.a:.;:.�..'... ...... .................. ..... ... ... . 1::.:1.1.' .:. � .�.: Conditionally Approved 720 SW WASHINGTON ST STE 750 .,, , , , ,r+........................... ... .:.,:.,>}:: .::,.. � ,.. 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Permit Number: � a 4 p(f,�. /n�f�+ a (��,.r�.c ....•.::.�.,.. �.�-.::: :: .•1• �, te, � :,. :::.:....:. :: :.-:.- •C ;._..-. .., ..�.,:: '>;(;, - :::.:.. ..::. : .. � ...A. 'r 1� /✓ . ..... ..: Lr: , <:?� C504 SANITARY PLAN >s" ° RV :..:> '. :: C600 OVERALL WATER �U . ....,,: < . � �. � By: _ Date: a Et ...- _..} 4..;}.:..,.•.,.: .: { ... .... :EYOR ,v .........„.....„.,,,,..,,:.:,....=:.::, ::.:w4: -aty:ii? .:... ,, :5. C601 WATER PLAN •,}M1,. µ,. .....?i ,'„rCG,pphA 1:: '{ '•`M'!?'+}},Y \-.:Ci ,:.:::!:z...;;;:,::: ::... ,...;;.,.:::::::,:....}\l:\ vti ATTN. ERIC LYNCH, PLS ::«, :: �}: .;: . • • fi.....,.,.. : .. , Cr: 1:, ..N.. :',. }..<; C602 WATERPLAN 12e. 1.i;,1 5415 SW WESTGATE DRIVE SUITE 100dr- ‘00411W � � r-'•>�' •� � u :�t � ;>� ::aa.. �°.. .,� ..,fie, - �, R PLAN :� . : �. :::.:.. .. >.>.:,: ��:n . : ,:.,� ..., ., ",.... - . . :: : 603 WATER PLAN PORTLAND, OR 97221 3 .;:;::. _ :. �, #1diiikik. r. PHONE. (503) 419-2500 .. ...:. ... ♦ . ., , r4�.,:h^ ^. .. h. .}.Z. .� ,U.4+'\. , - \-,-. '.t is '.... ;' ,, , �... i' ..V. iS h r i2.:,5.. . . 11...- . 5. :.:. t :♦ h. :r C ^' . ''::. a: C60WATER PLAN .`,`�,Z a .� .r, l\ :� 1 ,Y < .q.{ .�. La 5. u.2' ,� .'n :.ati} L FAX. 503 419-2529 x WI .. . � .. C\. , �...^�.::..3bn..4 , v\ . .. }�,( ,...:,, ... ..,� .. .. v SCK* , ... :,V n.\ Yr'' W.:: ,.,�E,�`{ ,. ., �. >• C607 WATER PLAN H M ...:. hex € 1 .. ,.: r•� � .: :..:gin ..�.. ,. vrtr.. .. � • 6�:3 wu.4nn .' ...:..�.v.. A. .,c;}<^.::.:a.:.�.'v '£ [ >: ... .:•:!:..,;:•,:..?..„ ,ay0... ':} Q3 ...t-..- wa.� c 700 DETAILS :�:;�:-:<� .-.-':n.. .. - ....� ...:.x�e�...:,`.e:•.).}::: Rt.:N--,.. ..}1... • • .w �}..._�: r.}?..•. .�'..,.env ;��.�trx(.. ARCHITECT :::, .,s. ♦::.: <�' ,, G70i DETAILS - v.:l n'ki LRS ARCHITECTS ...: :�a{ :} a. ,: ::*, 'n.'Y; .:a.:l,,,:::> .:. . •• ; a ':�+ ; ,, k,x • { C702 DETAILS . :.Vtir S-:,:'+SS:' ":{..-. N..� }\y)p�Qq' '`� ..S.:t. ��1{, W -.::..rv. ..:. :.. ,.k ? :t:' -:k�:�:.'T:a.:t `�a:'k�.'OIC;:0.3$..,+Y;.:$ !fax` i :2`.:v .;•.•-�v .�.l :.-: ATTN: DEAN MASUKAWA, AIA ;�,, .:.. ., :. ......,. ...... :. • 0703 DETAILS T C9 720 NW DAVIS STREET, SUITE 300 C704 DETAILS Cl')1_. LU PORTLAND, OR 97221 C705 DETAILS V Z Ce PHONE: (503) 221-1121 O CONTRACTORAN W a Cr HOLLAND CONSTRUCTION, INC. r V Q 0 0 ATTN:MAIN JOHN HENDRY 1111F- MAIN STREET, SUITE 700 VANCOUVER, WA 98660 PHONE: (360) 694-7888 r m DATUM: �� . .I �c�ir d ELEVATION DATUM: CITY OF TIGARD (NGVD 29) BENCHMARK: 2" BRASS DISK IN MON. BOX US 26 -`� •s r BEING SECTION COR 27 12$ 1 33 134 � - �* �� LOCATION: INTERSECTION OF SW CONESTOGA DR. AI _c .-11____.,..7______ A'� �� ` 'AND SW 125TH AVE. �� :ION u - oL� ff�" * '' �i ...rel,''''''''*�! ...•<. }.., ELEVATION: 240.67 FEET7Z/,gL,gnH vA .►Y le , jO� ��lS` �"�" ° ��. . .rte-�"., oz • EYN SI -S� HILLS: ' '! '. 4 , - _~`, IIIB ��rI• /� /�,'�=� 4 i i `� . as ; � u9127o_\::: '. --- ; { A ERTONo . '�! p r Lu ...0°.lem\:11 41: Lu BASIS OF BEARINGS: 4IIIIIIIII N dfir � "� ........"..-'.'''''........:.:..-...7...;40601:7...6 ,,�r ...<1.-- � E �`°�.� � `�� , rx � .-� TN 0°07 TO EXCAVATORS: ^ BASIS OF BEARING WAS DERIVED FROM THE FOUND AND 6� -==` =- ', �, ATTENTION: OREGON LAW REQUIRES YOU HART RD _ . �' �1'' u.`•.:�- ■ ' €� TO FOLLOW RULES :DEOPTEDBY THEHELD MONUMENTS MARKING THE EAST LINE OF LOT 63 UBJT �' •� "� �� 1"� _ �' �� OREGON UTILITY N0FlCA114N CENTER. ABUTTING LOTS 50 THROUGH 61, AS SHOWN HEREON, BEINGG ❑I. .i,I'' SOUTH 0007'18" WEST PER THE PLAT OF "HAWK'S BEARD +. ' • i ERTY , „:- ;`''` r "'-� � .lm; THOSERULESARET FORTH !N OAR TOWNHOMES" ilE�'R RD `4 ::,..----.1. - ' s "74- ,� - � 11 •y in " `�•� 952-001-0010THROUGHOAR:'� �;�� . . 1.1 a 952-001-0090. YOUMAYOBTAIN ,:,-Y .t .`.� MPool �:: ' .. eiocr . z112 COPIES OF THE RULES BY CALLING THE �� o CENTER. i 1I J • ❑ a z (NOTE. LEPHONE NUMBER FOR .r. /1111r4 � :y-,' ,,'��,.arr � . . w THE OREr-IC:OEN:0UTILITY NOTIFICATION `� DPROfE�,ro r �i...,...„,__.- BUILDING R m C� S� i `'� .•� � ,' t IrJp 1 f • CENTER3)-232-1987). Z ��' �N�IIVFF� o� ' o,°� 'RDS a \ -_ 1 1 'T ' 11! s ! W 654 3PEo , .rte �y� ,�III N �'N I \ 1 '� L.c. u POTENTIAL UNDERGROUND FACILITY OWNERS II CC 0 GON o �w � . _„ - Q ° Dig ; Safely {� o KING CITY T j �.. J1 d :.ate ' io o` nP ' •I '� _ - e a OneCall Center----- _ 1" RES- - _ _ :: _ n ate rgnL. ` I ' �--s `' _ ' ` - y Ill I :� w SW w��', Bis r. �, 7 ----d.,,,). EMERGENCYTELEPHONENUMBERSDATE 2/05/2016 vlclnrirY MAP - -- . •- o SCALE NTS • �- "SUMMER CREEK APARTMENTS" 0 DRAWN MJZ �; c� ;' DESIGNED I MJZ N NW NATURAL GAS 4 CHECKED I KSR M-F lam-fipm 503-226-4211 Ext.4313 U AFTER HOURS 503-226-4211 PROJECT# 121509510 SITE INFORMATION: _ o � - PGE 503-464-7777 Od CV - LOCATED ON LOT 63 OF THE PLAT OF "HAWK'S BEARD SHEET TITLE esi . 0 � TOWNHOMES" QWEST 1-$DO-573-1311 CITY BUREAU OF MAINTENANCE 503-823-1700 Cl)FCOVE SHED LOCATED IN SECTION 33, TOWNSHIP 1 SOUTH, RANGE 1 WEST, SITE MAP CITY WATER 503-823-4874 J SHEET NUMBER WILLAMETTE MERIDIAN, SCALE: NTS VERIZON 1-800-483-1000 Z `" 2 CITY OF TIGARD, WASHINGTON COUNTY, OREGON ca up b- o 0000 ii 0 LAND USE# SDR 2015-00004 I- 0 ItRI Nc0 J O N• oN G cn N ' } o O O) • ti GENERAL DEMOLITION NOTES WATER CONSTRUCTION NOTES PRIVATE UTILITY CONSTRUCTION NOTES . c co v 1. NOTIFY ENGINEER FIVE(5) BUSINESS DAYS BEFORE COMMENCEMENT OF WORK. 1. CUSTOMER IS RESPONSIBLE FOR ALL TRENCH, CONDUIT,VAULTS, PADS,AND 1 n' 2. LOCATION OF EXISTING UTILITIES ARE BASED UPON AVAILABLE INFORMATION. IT IS 1. ALL WATER LINES AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE ROAD CROSSINGS, UNLESS OTHERWISE NOTED. THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY DEPTH AND LOCATION OF WITH THE CITY OF TIGARD STANDARD CONSTRUCTION SPECIFICATIONS& co EXISTING UTILITIES PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER OF ANY DRAWINGS AND THE UNIFORM PLUMBING CODE. 2. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 36"COVER OVER CONDUITS. N n DISCREPANCIES IN THE PLANS. CALL FOR LOCATES AT LEAST 24 HOURS PRIOR TO 2. MECHANICAL JOINT FITTINGS SHALL CONFORM TO AWWA C110 AND SHALL BE OF O COMMENCEMENT OF GRADING(1-800-332-2344). A CLASS AT LEAST EQUAL TO THAT OF THE ADJACENT PIPE. 3. LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILABLE INFORMATION. IT IS 3. THE CONTRACTOR SHALL AT ALL TIMES ABIDE BY APPLICABLE SAFETY RULES OF THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY DEPTH AND LOCATION OF 3. CONTRACTOR SHALL PERFORM ALL NECESSARY PRESSURE AND LEAKAGE TESTS ON ALL WATER LINES PER CITY OF TIGARD STANDARDS. EXISTING UTILITIES PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER OF CI OSHA. ANY DISCREPANCIES IN THE PLANS. CALL FOR LOCATES AT LEAST 48 HOURS 4. THE CONTRACTOR SHALL AT ALL TIMES ABIDE BY ALL APPROPRIATE CODES, LAWS PRIOR TO CONSTRUCTION. AND REGULATIONS THAT GOVERN CONSTRUCTION WITHIN THE CITY OF TIGARD. :::` ::_._ .: _. 4. ALL FITTINGS SHALL BE MECHANICALLY RESTRAINED PER CITY OF TIGARD 4. CONTRACTOR SHALL COORDINATE WITH ALL PRIVATE UTILITIES PRIOR TO 5. THE CONTRACTOR IS RESPONSIBLE TO REPLACE ANY SURVEY MONUMENTS THAT STANDARDS. CONSTRUCTION OR EXCAVATION. ARE DISTURBED DUE TO CONSTRUCTION. 5. PRIOR TO BEING PLACED IN SERVICE,THE WATER LINES AND SERVICES SHALL 6. ALL CONSTRUCTION SHALL CONFORM TO CONSTRUCTION DOCUMENTS AND BE FLUSHED, STERILIZED,AND TESTED,ALL IN ACCORDANCE WITH CITY OF 5. ALL CONDUIT MUST BE INSPECTED BY THE RESPECTIVE UTILITY COMPANY ar a a co PROJECT SPECIFICATIONS. TIGARD STANDARDS AND THE UNIFORM PLUMBING CODE BY THE CONTRACTOR. PRIOR TO BACKFILL, I O a §m 7. THE CONTRACTOR IS RESPONSIBLE FOR MAKING ARRANGEMENTS FOR 6. ALL CONDUIT SHALL BE PVC SCHEDULE 40. IL z ' INSPECTION AND TESTING. 6. CITY OF TIGARD SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WATER a 3 Ti LINE CONSTRUCTION. 7. ALL CONDUIT SWEEPS SHALL BE A MIN OF 48"RADIUS. 4111111111111 1 a O 8. THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTION DEPARTMENT 24 HOURS O c4 >a PRIOR TO CONSTRUCTION. CONCEALED CONSTRUCTION WITHOUT THE REQUIRED 7. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 30"COVER OVER THE WATER LINE. 8. 3' OF HORIZONTAL CLEARANCE IS REQUIRED FROM ALL WATER, SEWER, GAS _ � x a O EXPOSURE SHALL BE SUBJECT TO INSPECTION AT THE CONTRACTOR'S EXPENSE. .. AND IRRIGATION LINES. 8. LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILABLE INFORMATION. IT IS 9. SIGNIFICANT VARIATION AND DEGREE OF EROSION CONTROL EFFORT WILL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY DEPTH AND LOCATION OF DICTATED BY WEATHER CONDITIONS. THE DEVELOPER AND CONTRACTOR EXISTING UTILITIES PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER OF 9. A 1/4" PULL ROPE RATED FOR 500 LBS. SHALL BE INSTALLED IN EACH CONDUIT • SHOULD BE PREPARED TO PROVIDE EXTRA EROSION CONTROL PROVISIONS AND ANY DISCREPANCIES IN THE PLANS. CALL FOR LOCATES AT LEAST 48 HOURS BY CONTRACTOR. EFFORT DURING WINTER AND WET WEATHER CONDITIONS BEYOND WHAT IS PRIOR TO CONSTRUCTION. REQUIRED DURING SUMMER AND DRY WEATHER CONDITIONS. FINE GRAINED AND 10. ALL RUNS EXCEEDING 150' IN LENGTH REQUIRE FIBER SWEEPS. UNCONSOLIDATED SOILS ON GRADED SLOPES MAY BECOME UNSTABLE WHEN 9. WATERLINE SHALL MAINTAIN A MINIMUM OF 18"VERTICAL CLEARANCE FROM ` SUBJECT TO EXCESSIVE MOISTURE. SEWER LINE AT ALL TIMES. (1 J j� 10. DEMOLISH/REMOVAL NOT SPECIFICALLY LISTED, BUT REQUIRED TO COMPLETE F- SITE/UTILITY AND GRADING PLANS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. z 11. ALL CONSTRUCTION DEBRIS TO BE REMOVED FROM SITE AND 1.11 RECYCLED/DISPOSED OF ACCORDING TO LOCAL REGULATIONS. r 1.- STORM STORM DRAINAGE CONSTRUCTION NOTES SANITARY SEWER CONSTRUCTION NOTES 1. SANITARY SEWER SYSTEM SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY < 0- 1. ALL STORM SEWER CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE OF TIGARD, ODOT AND THE UNIFORM PLUMBING CODE. ALL SANITARY SEWER 0. D PLANS AND THE APPLICABLE REQUIREMENTS OF THE UNIFORM PLUMBING CODE, SERVICE LATERALS SHALL BE 4"PVC PIPE CONFORMING TO ASTM SPECIFICATION ( 0 AND THE APPLICABLE REQUIREMENTS OF THE CITY OF TIGARD. D3034(SDR-35), UNLESS NOTED OTHERWISE. 0 2. NO DRAINAGE PIPING OR PART THEREOF, WHICH IS CONSTRUCTED OF MATERIALS 2. NO DRAINAGE PIPING OR PART THEREOF, WHICH IS CONSTRUCTED OF MATERIALS OTHER THAN THOSE APPROVED FOR USE UNDER OR WITHIN A BUILDING, SHALL BE OTHER THAN THOSE APPROVED FOR USE UNDER OR WITHIN A BUILDING, SHALL INSTALLED UNDER OR WITHIN FIVE(5) FEET OF ANY BUILDING OR STRUCTURE, OR BE INSTALLED UNDER OR WITHIN FIVE (5) FEET OF ANY BUILDING OR STRUCTURE, Ct C/ PART THEREOF, NO LESS THAN ONE (1) FOOT BELOW THE SURFACE OF THE OR PART THEREOF, NO LESS THAN ONE (1) FOOT BELOW THE SURFACE OF THE GROUND. (EXCEPT IN AREAS WHERE DIP IS SPECIFIED). THIS INCLUDES GROUND. THIS INCLUDES STRUCTURES SUCH AS PORCHES AND STEPS, r W co STRUCTURES SUCH AS PORCHES AND STEPS, WHETHER COVERED OR WHETHER COVERED OR UNCOVERED, BREEZEWAYS, ROOFED CO I I I Z UNCOVERED, BREEZEWAYS, ROOFED PORTE-COACHERES, ROOFED PATIOS, PORTE-COACHERES, ROOFED PATIOS, CARPORTS, COVERED WALKS AND ' , f CARPORTS, COVERED WALKS, COVERED DRIVEWAYS,AND SIMILAR STRUCTURES DRIVEWAYS,AND SIMILAR STRUCTURES OR APPURTENANCES. LATERALS SHALL W Et OR APPURTENANCES. BE INSTALLED AT A MIN. 2% SLOPE UNLESS NOTED ON THE PLANS L.L Z 3. LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILABLE INFORMATION. IT IS 3. HYDROSTATIC AND AIR TESTING OF SANITARY LINES AND MANHOLES SHALL BE � O THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY DEPTH AND LOCATION OF CONDUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE UNIFORM cf), a. 0 EXISTING UTILITIES PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER OF ANY PLUMBING CODE AND CITY OF TIGARD STANDARDS. ALL NECESSARY TESTS SHALL _. J 0 W DISCREPANCIES IN THE PLANS. CALL FOR LOCATES AT LEAST 48 HOURS PRIOR TO BE PERFORMED BY THE CONTRACTOR AND WITNESSED BY THE ENGINEER. 7 oCt CONSTRUCTION. �'�/ 0 L 4. THE CONTRACTOR SHALL AT ALL TIMES ABIDE BY APPLICABLE SAFETY RULES OF 4. LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILABLE INFORMATION. IT IS CI LU O.S.H.A.AND IN PARTICULAR THOSE PERTAINING TO ADEQUATE SHORING AND THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY DEPTH AND LOCATION OF W J TRENCH PROTECTION OF WORKMEN. EXISTING UTILITIES PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER OF J CL: ANY DISCREPANCIES IN THE PLANS. CALL FOR LOCATES AT LEAST 48 HOURS r o 5. RIM ELEVATIONS OF MANHOLES AND CLEANOUTS WITHIN PAVEMENT ARE PRIOR TO CONSTRUCTION. v 0 (� APPROXIMATE, FINAL FINISHED RIM ELEVATIONS SHALL MATCH FINISHED 5. FINISHED RIM ELEVATIONS OF CLEANOUTS WITHIN PAVEMENT ARE APPROXIMATE, ~ PAVEMENT GRADES. FINAL FINISHED RIM ELEVATIONS SHALL MATCH FINISHED PAVEMENT GRADES. >- 6. ALL TRENCHES PARALLEL TO THE BUILDING SHALL BE KEPT OUT OF THE ANGLE OFm 6. PIPE BEDDING AND BACKFILL SHALL CONFORM TO UNIFORM PLUMBING CODE AND REPOSE FOR THE BUILDING FOOTING. CITY OF TIGARD STANDARDS. 7. CHANGES IN DIRECTION OF DRAINAGE PIPING SHALL BE MADE BY THE 7. SANITARY SEWER CLEANOUT CONSTRUCTION SHALL CONFORM TO UNIFORM APPROPRIATE USE OF APPROVED FITTINGS AND SHALL BE OF THE ANGLES PLUMBING CODE AND CITY OF TIGARD STANDARDS. PRESENTED BY ONE-SIXTEENTH BEND, ONE-EIGHTH BEND, ONE-SIXTH BEND OR OTHER APPROVED FITTINGS OF EQUIVALENT SWEEP. 8. A MINIMUM OF TWO FEET(2') HORIZONTAL SEPARATION IS REQUIRED BETWEEN 8. INLET AND OUTLET CONNECTIONS SHALL BE MADE BY THE USE OF A FLEXIBLE WATERLINES AND SANITARY AND STORM MANHOLES. ALL CONSTRUCTION MUST COMPRESSION JOINT NO CLOSER THAN 12"AND NO FARTHER THAN 36"FROM THE MEET DEQ AND STATE WATER RESOURCES BOARD REQUIREMENTS FOR MANHOLE. NO FLEXIBLE COMPRESSION JOINT SHALL BE EMBEDDED IN THE SEPARATION. MANHOLE BASE. MANHOLES SHALL HAVE A SMOOTH, UNIFORM WATERWAY WITH a CHANGES OF DIRECTION MADE WITH THE APPROPRIATE SWEEP OFFSET AS PER 9. ALL TRENCHES PARALLEL TO THE BUILDING SHALL BE KEPT OUT OF THE ANGLE OF THE OREGON PLUMBING SPECIALTY CODE. OPEN-GRATE LIDS WILL NOT BE REPOSE FOR THE BUILDING FOOTING, a✓ o ALLOWED ON ANY MANHOLE. w w d vJ N 1--. �� ff pPROffs/04 Z w GINE 4,s 9 W Q 65433PE u.i2 DJ 0 00N cl 'f Gj Y 0 9,2ao e, (c.,\> �� S. RUSS 0, 0 0 EXPIRES:12/31/16 t - k Z DATE 102/05/2016 A O DRAWN I MJZ (S` DESIGNED I MJZ ry y U CHECKED I KSR E E D PROJECT# 121509510 o 0. N Cci al rt SHEET TITLE CNi �, E- GENERAL NOTES N o Cl') SHEET NUMBER N 2 0 0001 Q N co O EE LAND USE# SDR 2015-00004 LEGEND: - - UNDERGROUND TRAFFIC SIGNAL LINE -- - UTILITY POLE .0 O �� 1.1 - EXISTING BOUNDARY LINE (Y) - TELEPHONE MANHOLE v MONUMENT TABLE: LOT 63 OF THE PLAT OF "HAWK'S BEARD TOWNHOMES" - - EXISTING CENTERLINE Sio N Cry - TRAFFIC SIGNAL POLE c ao - EXISTING RIGHT-OF-WAY LINE I23 - SIGNAL JUNCTION BOX 0 .-• lo) ' 10C- FOUND YELLOW PLASTIC CAP 111 - FOUND 518" IRON ROD 123- FOUND YELLOW PLASTIC CAP 133- FOUND YELLOW PLASTIC CAP Iii_) �•" MARKED"TETSUKA ASSOC INC." PER PP2000-007- HELD-DOWN 0.1' MARKED"G&L LAND SURVEYING" MARKED"TETSUKA ASSOC. INC." LOCATED IN SECTION 33, TOWNSHIP 1 SOUTH, RANGE 1 WEST, WILLAMETTE MEMO h 1 , - EASEMENT LINE UNKNOWN MANHOLE O c O CI) PER (P)-DOWN 0.3'-HELD PER PP2000-007. DOWN 0.1' PER (P)-DOWN 0.1' 112- FOUND YELLOW PLASTIC CAP HELD EASTNVEST 0.13'WEST OF LINE CITY OF TIGARD, WASHINGTON COUNTY, OREGON X FENCE LINE, TYPE AS NOTED IL - SIGN POST CD 15 101 - FOUND YELLOW PLASTIC CAP SD - STORM DRAINAGE LINE c N MARKED"OSHD" S00°0T18"W,0,14' y MARKED"G&W LAND SURVEYING" PER SN 25453-DOWN 0.3' 134- FOUND 518"IRON ROD SS SANITARY SEWER LINE cti p PER PP2000-007, DOWN 0.3' HELD FOR RIGHT OF WAY 124- FOUND YELLOW PLASTIC CAP PER (P)-DOWN 0.5'-HELD CONIFEROUS TREE HELD EASTIWEST MARKED"TETSUKA ASSOC. INC." N G W - UNDERGROUND WATER LINE * -.1 CL -. DECIDUOUS TREE N00°0T18"E,0-07' 113- FOUND 51$"IRON ROD PER(P)-HELD-DOWN 0.3' 135- FOUND 518"IRON ROD ' G UNDERGROUND NATURAL GAS LINE PER SN 25453 PER(P)-DOWN 1.0'-HELD ' 102- FOUND YELLOW PLASTIC CAP - HELD FOR RIGHT OF WAY 125- FOUND YELLOW PLASTIC CAP j G (`55) G OHW - OVERHEAD WIRE SN - SURVEY NUMBER PER COUNTY RECORDS CV O MARKED"TETSUKA ASSOC- INC." MARKED"TETSUKA ASSOC. INC." 136- FOUND YELLOW PLASTIC CAP / (P) - PLAT OF HAWK'S BEARD TOWNHOMES r--. PER(P)- UP 0.1'-HELD 114- FOUND YELLOW PLASTIC CAP PER(P)-HELD-DOWN 0.3' MARKED"TETSUKA ASSOC, INC." ,. _ TREENEGETATION LINE O GAS METER 0 UNREADABLE PER(P)-DOWN 0.1' W _ 103- FOUND YELLOW PLASTIC CAP PER PP2000-007• HELD- DOWN 0 2' 126- FOUND YELLOW PLASTIC CAP HELD FOR BASIS OF BEARINGS G EXISTING ASPHALT SURFACE GAS FINK MARKED"TETSUKA ASSOC. INC." 55 MARKED"TETSUKA ASSOC.AS50CINC." ' - � - AIR RELEASE VALVE PER (P)-UP 0.1'-HELD 115- FOUND YELLOW PLASTIC CAP PER(P)-HELD-DOWN 0.5' 137- FOUND YELLOW PLASTIC CAP SCALE 1 A G e* * 1 ® WATER METER BOX CI. MARKED"G&L LAND SURVEYING" MARKED"TETSUKA ASSOC. INC EXISTING CONCRETE SURFACE 104- FOUND YELLOW PLASTIC CAP PER PP2000-007, HELD-DOWN 0.3' 127- FOUND YELLOW PLASTIC CAP PER (P)-DOWN 0.3'-HELD yam: " ' w M / 0 • �a 0 - IRRIGATION CONTROL BOX MARKED"TETSUKA ASSOC. INC." y `_' " MARKED"TETSUKAASSOC. INC." 0 L`�� / 3 • / SHOEBOX LIGHT(SINGLE) 4' PER(P)-DOWN 0.3'- HELD 116- FOUND YELLOW PLASTIC CAP PER P -HELD-DOWN 0.5' 1363-FOUND 112"ALUMINUM CAP 2550 0 50 •`"�} 0 • G • �� _ p� ( ) ► ._.. ... . . _ EXISTING GRAVEL SURFACE MARKED"G&L LAND SURVEYING' MARKED"SFA DESIGN" ;:. �` ��' ACORN/GLOBE LIGHT 105- FOUND YELLOW PLASTIC CAP PER PP2000-007, HELD-DOWN 0.1' 128- FOUND YELLOW PLASTIC CAP ' ® (l � - STREET LIGHT JUNCTION BOX MARKED"TETSUKA ASSOC, INC." MARKED"TETSUKA ASSOC. INC." 1364 FOUND 112'ALUMINUM CAP © rte " •_ 1 5 0 - FOUND MONUMENT AS NOTED IN TABLE. 0 - ELECTRIC METER G PER(P)- DdWN 0-3' 117- FOUND YELLOW PLASTIC CAP PER(P)-HELD-DOWN 0,5' MARKED"SFA DESIGN" er '' PROTECT AT ALL TIMES HELD EAST/WEST MARKET]"TETSUKA ASSOC. INC," c~ - '.`` GV E - ELECTRICAL VAULT o 800°0T1$'W,009' PER(P)-HELD-DOWN 0.1' 129- FOUND 51$"IRON ROD-DN 0.1' 1429-FOUND YELLOW PLASTIC CAP �,ON " 55.:> W y I. I f - GAS VALVE - ELECTRIC JUNCTION BOX 1 N m PER(P)-HELD FOR RIGHT OF WAY MARKED"LDC DESIGN GROUP" p�G w TRANSFORMER w �HpE ' .: �... 0 SANITARY SEWER MANHOLE z P� _o 106- FOUND YELLOW PLASTIC CAP 118- FOUND YELLOW PLASTIC CAP - E - GUY WIRE a - MARKED"TETSUKA ASSOC. INC." MARKED"TETSUKA ASSOC. INC." 130- FOUND YELLOW PLASTIC CAP 1�EPP ,, . G D STORM DRAIN MANHOLE E� p „ E0 � G 1 / TELEPHONE RISER o �y o al PER( )-DOWN 0.1 PER(P)- HELD-DOWN 0.3 MARKED"TETSUKA ASSOC. INC. 0'0 (� f� G' 5S:.> / r . ♦ // O CATCH BASIN 7 5 HELD FOR BASIS OF BEARINGS PER(P)-HELD FOR RIGHT OF WAY . / O ® C CABLE TELEVISION VAULT C �' _ 120- FOUND ALUMINUM CAP • f '� ♦� CURB INLET P" 107- FOUND YELLOW PLASTIC CAP ♦ �._ I O m - CABLE TELEVISION RISER UNREADABLE 131 - FOUND YELLOW PLASTIC CAP G ,. .. , . , N ` .214- OTRAFFIC MARKED"TETSUKA ASSOC, INC." REF'D IN(P)- HELD MARKED"TETSUKA ASSOC. INC." <" i N n DITCH INLET STREET LIGHT � � EXCI PTi(�N 1.1 ........, 214...... ' . PER(P)- HELD-UP 0.1' PER(P)-HELD NORTH/SOUTH,0.16' EAST ,,: '. '' • ©---• ♦ SLOPE AND UTILITY ............... _- ...- ...w,.. n - UNKNOWN SI UTILITY TL YOVAULE LT° 121 FOUND 518"IRON ROD • - FIRE HYDRANT 108- FOUND YELLOW PLASTIC CAP PER SN 25453 DN 0.3' G 0 '� �� EASEMENT W 8 MAILBOX 132 FOUND YELLOW PLASTIC CAP 1, �, ♦ (� - WATER VALVE MARKED"TETSUKA ASSOC. INC." HELD FOR RIGHT OF WAY MARKED"TETSUKAASSOC. INC." • SS r • I PER (P)-HELD-UP 0.1' PER(P)-HELD-DOWN 0.3' -,.: . ' ♦� " „ C Z Q- - STREET LIGHT(COBRA ARM) 122- FOUND YELLOW PLASTIC CAP :i • 0 / • ' 2 ":„„:„,, 109- FOUND YELLOW PLASTIC CAP MARKED"OSHD" �.: w �♦ ---- - APPROXIMATE LIMIT MARKED"TETSUKA ASSOC. INC." PER SN 25453-DOWN 0.2' '' /'� PER(P)-HELD-UP 0-1' HELD FOR RIGHT OF WAY :. G / ' •�"' h / OF TREE CANOPY T'fi' I' ~ 29p., EXCEPTION 10 _ 110 FOUND ALUMINUM CAP - _ . 1042+50150 RT 150 FEET WIDE • a * RERMITTEDfx CESS POINT UNREADABLE REF'D IN (P) HELD G S w .,,. ,s `•* _ _ ��„ � it / - .,., I,. I .rr. / I u ` d 210 .,. ,,,,y¢ .-- -CD EXCEPTION 10 ` �- 5S ACCESS RESTRICTED Q. 1 111 ll ® ALONG THISFRO G. • 596 704 P ` ' / N89 5247E , r 5' • T ;;T"--'3-6 .35' • v 47 971-iii:).-- ...k. ile O • �� 1.00 -a 48-00'P 327'P) 41 912 ''� sg' i a 204 APPROXIMATE LIMIT :I �ii� b ' ' '' -----�� Cy - _ '-' _._ rn o �r LOT 37 1r `�., .... -. �yS / t]F fiREE.CQiVOPY,TYP. III of L . v LGI � rn I LO G LO T38 r $s "UTIL __.,.,. _ _ STORM DRAINAGETABLE: - - TY G Fes' a - g EXCEPTION SLOPE AND !. "y <9: - .. k F- . 4 • f .,_.._.... -.. . ..,..._. ti,tiN LO �' _ GE MANHOLE 20 RIM CATCH 189A21N STORM DRAIN y ,., s '` „ T`� .y I v LOT 39 m EI^12'CONC(E/S)=183.83' IE 10"CONC(NW) =185.89' G 2 i "„ SUMP=179.61' Z >m° (9 SUMP=184 24 a • ` • _...w._ ,.. „ QD 204::: :...,. 2DRAINAGE MANHOLE 21 "" ••., CATCH BASIN � • � �� ""- `" ,,,.,::,.. `,,.,.,, ..„... ,._..._ 2Q4 •_1 0. LOT I RIM STORM894RIM C 189.23' ® ,: �.,: ...:.........5.Q: OFFSET CURVE R _ w -.•-•,. , •. g IE 10"PVC(N)=184.47 IE 10"CONC(NV4l) = 185.08' 7 = a CH =.N67�52'39"E'168..1.,5,:.,.,w �``'ti o # - Z OEASEMENTS: IE 12'coNC(E) = 184.39' SUMP= 183.78' r ' ♦ ~~ � �, k ' PER NOTED TITLE REPORT IE 10CONC(5) = 184.38' W i ♦ y..-„, �)AN EASEMENT FOR SLOPE AND INCIDENTAL PURPOSES, 11 H •T. �4.,., W > `R' IE 12'CONC(W)= 184.34' 22 CATCH BASIN I rQT ECORDED MAY 05, 1989 AS FEE NO-89020392 OF pFFICIAL RECORDS- 7 o w L O S0� t T 50' OFFSET SPIRAL CURVE h, y LOT IN FAVOR OF: THE PUBLIC RIM= 1$$87' "� p 3 DITCH INLET IE 12'PVC(E)= 182.47'ED THEREIN ' ---„ ZOp 1 S „• „ ( 5 SHOWN HEREO ) RIM FLOWLINE= 187.25' IE 10"GONG = 182_46'455 440 SQ FT „ CH = N66°51'03"E 37.81' .v.. 4,. -_ �..,, ..-. __.... .. .r �' (�M ��_�., :� 0.455 ACRE „ AAFFE EscNIB i ;. ,._..- o ° 14"CONC(5)= 184.97 IE 12"CONC(5)= 1$2.32' CO • (STANDING GROVE OF TREES) U //nn r o SUMP= 18326' V 1 r I r- a 10 LIMITED ACCESS PROVISIONS IN FAVOR OF THE STATE OF OREGON, BY AND Q ti LOT❑7 23 CATCH BASINmimirml ` ROUGH ITS STATE HIGHWAY COMMISSION AS CONTAINED IN DECREE OF w c7 " ^ 4 STORM DRAINAGE MANHOLE RIM= 189 04' CONDEMNATION ENTERED MARCH 03, 1992 IN SUIT NO. C90-114CV IN THE • ' C9 CI s 111,"" • RIM= 189-51' IE 10"CONC(N)=183.94' w:,,w,w ,u,•rrr „r._w.w CIRCUIT COURT FOR WASHINGTON COUNTY,WHICH PROVIDES THAT NO RIGHT �� " '� IE 10"PVC(N)= 185.89' IE 10"CONC(E)= 183.24' Z Q Z O l r...\- ``'„ w ''''',,,._,200----,.,, ,-- V Z OF EASEMENT OR RIGHT OF ACCESS TO, FROM OR ACROSS THE STATE IE 10 CONG(S)=186 89' \ `^ .,k, Li.l HIGHWAY OTHER THAN EXPRESSLY THEREIN PROVIDED FOR SHALL ATTACH TO •'"�' I ., „ r N 29-94' LOT (1! IE 12'CONC(W)=185.79' 24 STORM DRAINAGE MANHOLE ww.w THE ABUTTING PROPERTY. t:0.00'P) ® RIM= 189.10' J 'I s „' . im" Q (AS SHOWN HEREON) �/ it I .I 5 DITCH INLET IE 12"CONC(N)=182.45' CL ' ." " .,,^ �� 0 ro HEREIN I E=187.18 IE 12 CON (W)= 182.35 Q 11 EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED T RIM FLOWL N C 0 x.02' LOT f� IE 10"GONC(S) =1$5-76' O I 1 ' *` tf:: CORDING INFORMATION, MARCH 20, 1992 AS FEE NO. 92018168 `J c SUMP= 183,18' 25 CATCH BASIN ^ •, OD ) OF OREGON, BY AND THROUGH. ITS DEPARTMENT OF = EXCEPTION® ' ` „"'e„~ „ „ ,.,.„ ��' IN FAVOR OF STATE N H , „„ g RIM198.08 5 FOOT WIDE h'' •,...____._______ I 1- 10 6 =195.4$ w - .......w-.�. „„,..., „= FOR: SHOWN HEREON) CATCH BASIN IE 12"PVC SE SLOPE EASEMENT s 35 OZ' ] RIM=189.79' SUMP=194.48` • ,, „ �,, "`" LOT I IE 10"DI(N)=188.73' } :11.-1:-.........."......:_ l, (35.00' P} = gRESTRICTIONS SHOWN ON THE RECORDED PLAT OF PARTITION PLAT 26 CURB INLET CO „ �, ••"'•_ HAWKS BEARDTOWNHOME5.•"�-•" Y "'�� I7 IE 10"DI(S)= 188 59' RIM=198.64' •_ „ , W I (0 n (NO SURVEY LOCATION ITEMS DISCLOSED ON THE NOTED PLAT) IE 12"PVC(NW)=194 39' „ 0 8 STORM DRAINAGE MANHOLE IE 12"PVC(SE)= 19430' I 35.04' LOT 13 EASEMENTS FOR PUBLIC UTILITY AND A PRIVATE DRAINAGE PURPOSES AS RIM- 189.13' SUMP=193.34' <:.� w, (35.DD'P) OWN ON THE RECORDED PLAT OF HAWK'S BEARD TOWNHOMES. IF 15"CPP(N/E)= 182 23' "� I i r. 1,r (EASEMENTS BENEFITING SUBJECT PROPERTY AREAS SHOWN HEREON) 27 CURB INLET 1 . ,•••••_-___...••••..„ .„,'."".•"'.••.„_ i 9 DITCH INLET-IN TRACT„G„ RIM=19979' - ral, „.�-, 14 EASEMENTS FOR LANDSCAPE COINCIDENT WITH THE PUBLIC UTILITY = PURPOSES AS SHOWN ON THE RECORDED PLAT OF HAWKS BEARD 194 LI / : / al.�„ �.. - F193 44 SEMENT EIM115""CPP(SI)=182 44' IE 12"PVC(SE))- 19 t 00 } LO TOWNHOMES. ,- (30. ' P IE 6"PVC(N)=182.33' SUMP=192.89' I , .... (EA5 TS BENEFITING SUBJECrPROPER7Y ARE AS SHOWN HEREON) SUMP 18F]42' I 1 \ 28 CURB INLET / 0! .E:" .: ::".,"- c;, 10 DITCH INLET-IN TRACT"G" RIM=207.86' Z t �,�...... .................. '¢:- af.10' LOT�I RIM FLOWLINE=182-48' IE 10"CONC(NE)=204-11' o •----•„._. 10 ) un IE 6"PVC(S)=18 .42 IE 12 CONC(W)_�" 'P 2 204.D6'104 we_..,.......,. -- . SUMP= 178 50'•: v.. ,. 10' Ali : 8 29 CURB INLET U 11 STORM DRAINAGE MANHOLE RIM=213.02' U7 -•- `-� in b LOTD7 O RIM=198.74 IE 10"PVC(N)=205.54' j �� rn IE 1ZPVC(N)= 191.92' IE 12"PVC(S)=205-54' - - -- - -•• - APPROXIMATE LIMIT .•::r` i\ .r�F m o •, IE 12'PVC(S)=191.29' OF TREE CANOPY,TYP. w i tr �\ IX 10 SUMP= 191,36' 30 STORMDRAINAGEMANHOLE o RIM-2 7.94 • „ -"- 12 DRAINAGE MANHOLE •�, STORM III/,: r.,,,...:...-., ,,-.::.....:.v:.:_.:...:,... 7:71ME10110 .:.:.. ..:. ...... ,..«.,..:... ,,.:.: ri ri.w.t:.. 1914RIM=218.27 �. T CURB INLET -1 RIM 187 71' 190 ., 190 .....................,,......-.-.: „_....__..1 ... . ::.:::::'.. 17.1' � . CITY) ?LJ` I.� IE 12 PVC(N) 18265' 990 :...:.1gp .:. I IE 12 PVC(S)=162.66' Si • ..:::,:.:.. ,v. 32 DRAINAGE MANHOLE 0 191 ` L�h sll;rl ` ® IE 12'PVC(W)=182,56' STORM -;v . .__. ._.,.110 --- - 194 ": pi 185 � ''r O�`� 0SANITARY SEWER TABLE: RIM=211.98' r_ ti E _ _ �} 55 �: ,:, ,,,.�.y 13 STORM DRAINAGE MANHOLE = - __.---------- (-.1 -- = 19 = 33 it ,:: .... . :-._.. � .., �J�'.�. '�. - .. ' •��- .� .�r•- .. . . -:1• , `�� .. - - r 1 SANITARY SEWER MANHOLE _ N IEh10"PVC SE 183.11' RIM 8211237' : � - - RIM=189.80' ( )_ E - - ! I . - E E E E E FO )• '� $ _ IE 8"PVC(NE)=183.09' ca - • h O SFO - FO FO _= € �•" ; IE "PVC(N) - 179.73' IE 12183.04' 34 STORM DRAINAGE MANHOL �J ® Fp t_ © Q IE 8"PVC{S)=179.48, PVC(W}= L ' .. • "SUMMER CREEK APARTMENTS" - 0 _7. IE$"PVC(E}= 179.75' Ill RIM=205.94' .:. •• Z :i ;' I =-` ----4 _`• .. -':'•'; IE 8"PVC(W)= 179.71' 14 RIM STORM 1NAGE MANHOLE 35 CATCH BASIN ~ ~ ' J •� E Eu-'6' ® -`I 2 SANITARY SEWER MANHOLE IE 10"PVC(SE)=183.10' RIM=205.61' 2 - �. �� Q w `. RIM= 187.89' 36 CATCH BASIN cu ''). ® � • - IE 24"CONC(S)=182,40' • CD IE 8"PVC(N) = 180.69' s • 0 ti ` 15 STORM DRAINAGE MANHOLE RIM=200.31' V �� t� LEGAL DESCRIPTION: PER NOTED TITLE REPORT IE$"PVC(NW)- 180 63' RIM=188.18' O cl• J 1. A 3 SANITARY SEWER MANHOLE IE 15"PVC(NW)=181.73' 37 CATCH BASIN f LOT 63, HAWK'S BEARD TOWNHOMES(PLAT FEE NO. 2003105846), IN THE IE 18"PVC(S)=181.63' RIM=198.60' Q RIM=206.97' UCITY OF TIGARD, COUNTY OF WASHINGTON AND STATE OF OREGON. BASIS OF BEARINGS: 1 + $"PVC(N)=19727 38 STORM DRAINAGE MANHOL -5 in 8"PVC 5 =197.22' 16 CATCH BASIN BASIS OF BEARING WAS DERIVED FROM THE FOUND AND HELD ( ) RIM=199.85' •c RIM=187-21' v MONUMENTS MARKING THE EAST LINE OF LOT 63 ABUTTING LOTS IE 10"PVC(NW)=183.71' Z DATE 1 02/05/2016 •- 54 THROUGH 61,AS SHOWN HEREON, BEING SOUTH 00°0718"WEST 4 SANITARY SEWER MANHOLE ▪ a' 39 RIM=216.32' SUMP= 182.71' 39 CATCH BASIN O DRAWN MJZ m a GENERAL NOTES: PER THE PLAT OF"HAWK'S BEARD TOWNHOMES" RIM=179.09' c 17 CATCH BASIN IE 10"CONC(E}= 174.09' r DESIGNED MJZ • `-° ® NO 1.THE LEGAL DESCRIPTION AND EXCEPTIONS SHOWN HEREON ARE BASED ON THE DATUM: 5 SANITARY SEWER MANHOLE r N o RIM= 187-28' c rRIM=210.63' PRELIMINARY TITLE REPORT ISSUED BY FIRST AMERICAN TITLE COMPANY OF OREGON ELEVATION DATUM: CITY OF TIGARD(NGVD 29) IE 10"PVC(W)=183.38' 40 CATCH BASIN r , CHECKED KSR , c FILE NO- NCS-712145-OR1, EFFECTIVE DATE JANUARY 15,2015 AT 8:00 A.M. RIM=179.22' v c BENCHMARK: Z BRASS DISK IN MON. BOX SUMP= 181.93' M a) 6 SANITARY SEWER MANHOLE IE 12"CONC(N)= 173.52' PROJECT# 1.21509510 d E BEING SECTION COR 271281 33134 RIM=206.11' 2. THE WORD"CERTIFY"AND/OR"CERTIFICATE"IS AN EXPRESSION OF PROFESSIONAL SURVEY NOTES: LOCATION: INTERSECTION OF SW CONESTOGA DR- 18 CATCH BASIN IE 10"CONC(W)=173.47' a THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING OPINION REGARDING THE FACTS OF THE SURVEY AND DOES NOT CONSTITUTE A AND 5W 125TH AVE. RIM m 187.09' IE 12"CONC(S)= 173.32' Ce SHEET TITLE 66�! -o DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL WARRANTY OR GUARANTEE, EXPRESSED OR IMPLIED. 1. WATER LINE AND VALVES ARE ON THE PROPERTY LINE fN TH15 AREA. 7 SANITARY SEWER MANHOLE N ELEVATION: 240.67 FEET RIM= 1997.94' IE 8"PVC(SW)=183.14' EXISTING CONDITIONS co a, SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED- THE SURVEYOR FURTHER DOES NOT WARRANT SUMP=1$1-$9' 41 IE 8"PVC= 181-05' THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED,ALTHOUGH WE CERTIFY 3. NO CURB CUTS OR DEVELOPED ACCESS OBSERVED TO THE SUBJECT PROPERTY. 2. FIRE HYDRANT ON PROPERTY LINE- CO SANITARY SEWER MANHOLE C J SHEET NUMBER N THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE, DUE TO THE HAZARDOUS 19 CATCH BASIN 42 IE 24"GONG = 181.48' NATURE AND APPLICABLE OSHA REQUIREMENTS REGARDING CONFINED SPACES, IT IS CARDNO POLICY TO NOT 4. NO OBSERVED EVIDENCE OF THE SUBJECT PROPERTY BEING USED BY OTHERS 3, MULTIPLE PUBLIC UTILITIES EXIST ALONG THE NORTHERLY END OF RIM= 189 08' Z CV C RIM= 187,08' L C J `� SEND FIELD STAFF INTO UTILITY MANHOLES TO RETRIEVE DEPTH AND SIZE INFORMATION- INFORMATION SHOWN SW HUNTINGTON AVENUE- 8"PVC(N)= 181.$2' IE 8"PVC(NW) = 184.23' O 'I n b_ = 8"PVC(S)=181.73' I V E (� HEREON IS SUBJECT TO AN UNCERTAINTY IN ACCURACY DEPENDING ON DEPTH, SIZE, FLOW,AND CONSTRUCTION 5. MANHOLES SHOWN HEREON ARE TO CENTER OF MANHOLE LID, NOT CENTER OF SUMP=182.88' no OF MANHOLES- THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITY LINES. STRUCTURE. 4. NO BUILDINGS EXISTING ON THE SURVEYED PROPERTY. co b- 'O' Q LAND USE# SDR 2015-00004 r oinN- - 0 to o . rn . G) aoD J .7.-1P..1-7::;.' ':Nif.1.-:.-:- . 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O i iliiili�►®♦.iiill/Ill®�� ®♦lll•i•lli�-^1: ��i " UNDERGROUND TRAFFIC SIGNAL LINE / �l♦♦ . .♦��1 ...........iiiiiiii♦iiliii.illiilllil� - EXISTINGBOUNDARINEINE , _ - i-iii , �G ?pp �:-::. ��D Fii♦i � ��,, CL 1:t � � -t•^�, �� EXISTING RIGHT-OF-WAY LINE Z w ' �""` . .444ll�� w► EASEMENT LINE Z L. .- _ - ost 101114.4., 1.11il•iiiiilliillil• iiiiiillll♦iiiiiiiil�i+��;� X FENCE LINE, TYPE AS NOTED J .:;` / ♦ .iilllii♦®• ��1♦iiilliillllliilllliiiillillil•illi•. `, SD - STORM DRAINAGE LiNE 3... I ct . �T} Q � ' �.11lil/l•ii..1.�♦.♦...ill♦iiiiililiiliilllllil/Ill♦ el ��+� SS - SANITARY SEWER LINE ct z '`t i, .♦iii.♦iliiililiiiillllll♦lii•i•i.illillilii♦Ilii♦Ili♦♦ - .- W - UNDERGROUND WATER LINE Z Cf) <^ O O , ::7 �l♦lilill♦.iii♦illi•lli•,!►iiliilillllll�►iil♦l/Illi••.*•.•♦ G - UNDERGROUND NATURAL GAS LINE v / ri 0 �) � f ♦i!i♦lllllll♦liliii♦ll♦ilii*♦♦ii♦..ilii♦ill♦i®..Ilii♦ii♦i♦� —� uj �..... ®♦♦i♦.i♦ill.i♦i.i.♦♦♦��i.♦i�...... .♦®®��i��i4.41 �. 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OA IIilill♦ � .� _ CATCH BASIN Or ♦®� iii�►iiii �*, I CURB INLET � �� 41Ti - DITCH INLET . l♦♦Illiii*®It►iI♦i•ll♦♦♦♦•♦lllli►Iliillill�,... �, ,��ll♦♦illiii•iiililiiil♦iiiillllli♦liiill♦t♦♦♦iiilllilliliii� — FIRE HYDRANT •p �Aiillliiiliiillil♦ilii♦♦llilliillililill♦♦♦♦♦♦Illi*♦il♦ilii•; WATER VALVE z 'i1�.11i♦Ilii♦.iiii�ii..*.*ililllll.lilt®� lll♦iiillllllllllll .. - STREET LIGHT COBRA ARM O s Il�iii♦liilllillllliiiiiill♦.ilii.♦ii♦♦♦iii*♦•♦♦.*..ilii♦iiiii t ) o_ >l•♦l♦*♦iii♦ilii♦ill♦iiiiii�♦.ill♦illi*♦♦illiiillll♦I♦♦iillli UTILITY POLE r , }�►illiilili•iliiliiili.•iii•.iii♦♦♦lliiiii®®i�►li.11.l.li �*�I. a TELEPHONE MANHOLE 19 1"411r. ♦ ♦♦l•�il�►•ii�� .l® ii '*� N ____ - TRAFFICSIGNAL POLE ow — — - --� — — — ♦�ilillllll•i♦♦♦illli .l♦ li1-, . lilt♦iiilllll♦.*Ilii♦♦♦ll•lliliii♦iiliillii♦iii♦l♦♦liillll ♦ - SIGNAL JUNCTION BOX I�t' : ..iii*/lliiliililiil•♦iiililllllll•Ill♦•Illiili•Illllllilli��. O UNKNOWN MANHOLE iii♦♦illiillii/l♦iii.*iiiiiliiiiiliiiiiliii♦iililiiiii♦iii♦�► :!- - SIGN POST - — - - - - ,I . ►li♦l•illi♦iliiiiiiiiillllil♦iiia►®►iii♦iii*♦i•liliiiiliiil♦l 1 ;.; r ► liliilii♦ii♦iiliiil♦♦♦i♦ilil•iiiilililllilliiil♦iii*•I•ll♦♦��-,- CONIFEROUS TREE a+I . will♦.♦♦ii♦♦•i♦iiiii♦iiiiilll♦lil•lllliii�►lil♦llillillilili .,�� I -. i kill*/lillllll/lliiiiilli r - DECIDUOUS TREE ,r ii♦iiiiiiiiilillliliiliii®iii♦♦iii��, � illliliiiiii♦i♦..*Ilii♦.illi♦lliii♦ilii♦iii*/ii•lllllllliiil<* SN SURVEY NUMBER PER COUNTY RECORDS C� : �` �liiiiil♦illi♦liii.iill�♦� �♦I•Illllllliiilliiilillllllllll♦i Q (P) PLAT OF HAWK'S BEARD TOWNHOMES �. „?&O PROFCS ,t♦♦♦i•♦♦lillllli•liiii® iilliiliiiii♦i♦llililiii♦♦♦♦♦♦ilii♦® — GAS METER Z I� �NGINEf soty` ,:V 11Ili ®i♦iii♦••liiiiilllliii•ill•illl+ *�i, GAS FINK 65433PE� 9r 1 4-; liii♦.Viii♦iiiiii.iti♦li♦lllll.11.�►��•l♦*ilii♦ll♦llil♦iii® � - AIR RELEASE VALVE w cj & 4♦i�i♦iil�� 1e. 4 "•ii.i.l._i _♦♦�.-'®►��i� .-.,'��i nili♦ii . il�♦�l :; WATER METER BOX •___• ��♦w��►- ........~. .. v4V►♦♦♦♦ ♦ ♦ ♦♦�♦*� � � �ir ��.��► _ �� ::::. - ... . .. IRRIGATIONCONTROL QL BOX f bc'w ,�.�.,..�.,,..,.,,,.N,...�....w»,:,�,�....,...... ..,.,.,,,.w:m.,,......uuu, , ...v.,,...:.............. ............:..:.:.,.:.,.,..:,".."........ ,.... ._ . . . _ ,......n .,:, .n.. 5H4EB LIGHT(SINGLE) .,o`' v • .1913-r 180 _ _ - .�e, . . �, 4 � � OX ACORN/GLOBE LIGHT Ca .LILI �n N ::. :.......,r,.,..,., 190......:......... ........ 190: '.46, prn •.'! . 191. ..::..:.....:.. �ffJ .• r - STREET LIGHT JUNCTION BOX 0 — ' pil D ELECTRIC METER U , r `M1: 190 ::,ti::v �J 1g5 Y l�, EXPIRESCI ' 12/31/16 ;r ::. D -- _ ._.4w,, - ELECTRICAL VAULT S S , w... ' ` ELECTRIC.. .. . .. a,. ., . .. .a.a+, ._ .. ... .• . s •":' sem DATE 1 02/05/2016 = :� QaL III - TRANSFORMER Y -- -o . FO- EDRAWNMJZ . .I ,_ -� - FO � -- - _E E E - � E _� _ � ;� , -i .1 � w, � GUYWREI c f;a i.`•,�. FO FO FO E FO N <7> (r QD l' DESIGNED I MJZ = -c a ' "SUMMER CREEK APARTMENTS" ® - TELEPHONERISER • CABLE TELEVISION VAULT _--- F ---_---- CHECKED KSR 'ts /.,-.---- .,,.-.. 4-..:--•;---,----- • N-'. . - m CABLE TELEVISION RISER (4.4) + t ....• � . .. <.- • ••• te r • V `0 `° DEMOLITION NOTES • ' = E - - � � ` TRAFFIC SIGNAL POLE AND STREET LIGHT PROJECT# 21509510 U - UNKNOWN UTILITY VAULT �/ 6; _ • Ct SHEET TITLE O MAILBOXDEMOLITION PLAN .m 1 REMOVE EXISTING TREE GROVE AND DISPOSE OF OFFSITE 0.3(... - TREE TO BE REMOVED N :� : SITE INFORMATION J ~ a0 ZONING R-25 e ,< {r, ;0. ..„ 0 Jr-ri e2 [1:: TOTAL LOT AREA 455,420 SF(10.455 AC) • , .. -" .bb«x'• °� c Q rn LOCATION 1S133A014500 "� ,r o PROPOSED DENSITY 240 UNITS F<{ ,. ' " rn c �, c c ,mss. ,..� %• cu as• J ' 3 '2 SITE PARKING STATISTICS � �� •yam- � � �— _ � • •' ,qty F•, ,✓f," 's'. ,� , a. ':- VEHICLE PARKING STALLS • cn 4,4 ---:: ‘-c‘.1 REGULAR 18.5'X8.5 STALL WITH 28 DRIVE AISLE: 144 ,• `.^ ' rte- " 0 REGULAR 18.5'X10.0'STALL WITH 24'DRIVE AISLE: 27 I� �,:>,s 'yy -��' vA•-• . ,� NOppNFpR s". _ COMPACT 18.5'X7.5'STALL WITH 28'DRIVE AISLE: 58 x s,.,�- °� r SNINp�0 QLPNS ~, _ ADA ACCESSIBLE STALL: 8(8 REQUIRED) I r,r-.....". • .�w" R1O\°pNEME @ -/ ...:::: CI GARAGE STANDARD STALL: 70 •• .. K " ' REFS�C1MP R�Rp�� -` " '' '; ::r,, GARAGE ADA ACCESSIBLE STALL: 4(4 REQUIRED) ; '; ." P pHp1�S ENCS' :11111W: . ' CARPORT STANDARD STALL: 93 • �,: r iEi::T : T . liKa:.,,,CARPORT ADA ACCESSIBLE STALL' 5(5 REQUIREd) •I ;f>5 >� "� MpRO . . :;•'" TOTAL VEHICLE STALLS: 409 STALLS ..• r:f; w "` ff.......------ , .,,,,,..-'"•..„„ ..,.,,,s'A'' ,,,,,..,„.....---' ._,,..„..„.••••- .. .. . ...;44,...-,••• Ilk _ 1 INC ST •;°~• :{. .,•: . c, BIKE PARK STALLS •• `" � - �_ Q Uri ,rr: 41, eli GARAGE BIKE HOOKS: 74 STALLS �. " �� cv: "'``� -' • 1 i- (-NI h o < COMMUNITY BUILDING 8 STALLS �• Ts '' ,,;� {` ' ori` 1‘111'cliii, o § RESIDENTIAL BUILDINGS 40 STALLS .5-, N7.54 ->� x w� %-:::r:•.71.1:11111111:': • _ i i • �" a C7 �1 :,o• lyxs •,., .I ! / . I O ra.111110 I jpiiii.,:: TOTAL BIKE STALLS: 122 STALLSG p."C P �v ''`" - /., �� ¢.yA 7 -- N ,....„.....„-. ,„..... � • Of.-0:" J N �b«' 14.0' - - /-� N . � �� - ' " .<- RIGHT IN - ' :, ,�..'� _j/ • — 7,0401*......:.,„ ...--- ..... „..... _.„..„ • Nt..-, . - -. . 1 .. „... .....„-- ,,. ..„ _-----....-,e0!.....- --- ,... -- .,--"" „....... i , : , 1 di . lap ::..:.:0.;L:..,i:::::i., • r' h'3•'" / '` ~:. .• �- __ a REFER TO CITY OF TIGARD PUBLIC • `1 1 fMPROVEMENT PLANS FOR ' $�,, : y-. . � 1 HUNTINGTON AVENUE ` ,ri �- 30.0' ENTRANC' . ��'- 1i� ' IMPROVEMENTS I w ----n- -' "' �.+�:". I . DR 1 . �� • , r I ' � 0'PILI . i I.-::::::•.,....-!••••77:77,:j,,,...:•%-,.,,..-".--:•• l` ��w� ]r 1 �� \ \ \ . ::',VP:. '•,,.' '1..._:,.. 0 DCLYA i ,,::, I \ :r • .-;:: ' .. '''''' , I" 11 1001.111111 \.-°.# \ i .:'- r .rr ..„--* - ;„•:1".• " ! - ---- 2 / , \teAh ..."-- . ....$ , ',1.11 A \ \ , . .., . . \ < El ..: 0 * \. r.7 ,. ...:.:: \ \, :::':'. . -.. I ..4:41 .r"t ------------- ;/ „,f _ •-` •"'`' 105.0'EX. ROW .- i • ..� • r''''-. N: ;'` f , .,• �x ~r PROP. 117.0'ROW / ' . . -' 1 - ' . .' ,I ----------- ---- r,,,3'� 62.1 HALF ROW r \ \c, ` ' _ lg. ?": !'.:. . >.. 0 IIA.`; C:. 2.„ I .."'Ll:"...1 _- LEGEND Z c.. ...--•::: 1 ? • 12.0'ROW DEDICATI• 0 E �1L. s :.~ : :`'' by 1 f : Q F`• i r,, • • I • .: --�•—•r�� - EXISTING BOUNDARY LINE J :.. 111 , s I LL Z . '� •r . 'r 1 ti ■ r--r- � TSI I Li - - EXISTING CENTERLINE 11J H r * 0.• - . - .\.............,.....\ Q EXISTING RIGHT OF WAY LINE W 11. fX ► ' '� . ® 1� ti. I '{ Z --��------- - PROPOSED BOUNDARY LfNE Z 5F • asp , • ... . ,r O — O ` r PUBLIC UTILITY EASEMENT I i .. •:.:. : ‘,.: ,„A . . . .._,,,..„ .._..! ..+-\ G 'til ._... .„.... .. . .: . .. . _ • . . _ _m n _ W ;:i r} ,..,.----,---' _ _ . . . _ ., ._ .: „,,„,„,,., , , -'''' i r i .I s "; �! ;, _ I - EX. STORM DRAINAGE LINE J 0 CL .� G� G ': L I I I EX. SANITARY SEWER LINE o Z r� �y - _ C203Ci - I I LINE 1 m ,� MAIL a U I - EX. UNDERGROUND WATER .I 2 CL n ,4,... i, ' ROOM t t t EX UNDERGROUND NATURAL k110 • - _ - GAS LINE — :, j - - EX. OVERHEAD WIRE OW • tV. } •.L..-.......--------...-----------.--.--.-- - --.- n ]i, ' I C204 1 ._ • i ,.. . .. . ___._.. �• ,. :, .,• ,I1. 0 L-. < .. • • { I - EX. CONCRETE SURFACE .?,1 r, 1 t 1 i. 8.0'PUE 0C205 . . .. • <: i ti 1 . ,' l -Y �.. ! I - EX. SANITARY SEWER MANHOLE ■ EXISTING �� • t - ill - EX. STORM DRAIN MANHOLE 60.0'ROW - .. 31,.:L ___ '.j -1. - EX CATCH BASIN 37•.5'HALF ROW i SpA �. `'. . . . ..... • • `• . a ., I : i 'ti I - i I '.: I \ , l MI • I ; h.r �� r �, � i _ �� - EX. DITCH INLET ' EX CURB INLET PROPOSED i-r77--.7-• """•`". A. H , iEX. FIRE HYDRANT 67.5'ROW I e ;h.: - \ � � � �� I— C C C 'L C C C CCI r m mm I — ;:3 WATER VALVE p 1 1 f 0000001 I I �'" - EX. STREET LIGHT (COBRA ARM) Q_ .. —I-7i— - - • EX. UTILITY POLE o • .::.:,....:- -3---3 , , ..- -', •.• ...•.:.. 1 ; • • (-- 4. I,I,.:-,kiZI::II :!:,!:,I:I::I:I r � j � . ..... ................. ......,. ._.. _.__ . _ _ ... ', I ..,.:: EX. TRAFFIC SIGNAL POLE i : , , , : . .::,1:,,.'T --i- :71 I• 7-- i 1 I ! : E 1 4 1 l . ......,„„ ._.„........,:,:,,,:,:„.,„,:,,,,,„,,,,.:,. tialINii • . �. �•. . • •• :®�® , v ® I �._ .�.. I EX SIGN POST LIJ r . ::. ' it 1 iS I I — Ili1 `�� l — ._r - .� �� { t 20.0`SETBACK '� ■ ■ ■ 'i ■ ■ - - - - - - - - # is ■ IMI 1� ,.? - EX. WATER METER BOX / j £ .,'� i ...,.,...•,..,,•,:. .•.:,:.: _-..__. I - PROPOSED CURB �� at s I' r _.-�.., - I _ . . . . . . j ., $ 1 ' , _ I I ---- - PROPOSED RETAINING WALL I C206 a aC207 C'7 < C208 17 .. ICO a : 1 • PROPOSEDFENCE \V PR OFE gi ii : J I Iii H' 11] 'lY1' ,<x I Z c..3. NGlNE� sio -J "'��` + . � PROPOSED CONCRETE Q 9 �9 ■ ■ I •.'.•�{ - - - 654 3PE u� .} ■ # / /I / / t— ---_i 24.0'E TRANCE "�. z�. ■ ■ ■ _ ■ ;. I W . DRIVWAY , ,.:i' ) I .' .•. / . MinlikEll r $ .-- - � . . J i•�O�i O •ii .•�►ti• PROPOSED WATER C ,ii a .... QUALITY FACILITY ✓ 0 G , • 0 I L7-) m .`t A -- �.w ' - PROPOSED ASPHALT 0 !�/ 5fc ;'..,.:• 1(] .>. .::. ..., w�a...+c ---'°°a . +eAO's ,.:..,. .- . .• --, -- •--.. ., � ,•, sx,.r.av,,,�,4rvura. .^ yiiiiiip. ,r,m,�,,, .e.u....x........eee, ,.mem:...a _.•+-�;r; .v..r r ;,,,1.,•,M �;�. ,-�.. .•..ri,l._..-..�,;,,7.. : ::;�,\ ',.r. ,:, Xt r .... ,�: R6 • 0 ca : o \ — — —. �. �... I - YC PA INC N v " CC o •\ • . 27.0 HALF ROW y ; �,, PROPOSED BIC LE RK EXPIRES: 12/31/16 `, r� REFER TO CITY OF TIGARD PUBLIC .-- ;• I• ;," ES ..,. .. d� ..�. - - _ .� .�� -R ,n,� A ..., ,r .. _ STALLS _ ------------ _...� , . T-:PROP.52.0 ROW • '``" -- z IMPROVEMENT PLANS FOR HAWK`S :: $ .W '" w 52.0'ROW EX.50.0'ROW ""' -•�..:.,w.,,, _ -AMI / • 3 0_ '� BEARD STREET IMPROVEMENTS �� `; Z DATE 02/05/2016 `` o 4 SW HAWK'S BEARD ST .. . ry cQ Q i O 1x : _ DRAWN PY1J >w Z � (--5 1I1 ,. va+�"eoc-'.,:,,a.,vtes,av-.,.. a .wKn ak .. _: .ti+ ,: .•, N�i. :knK,w,hW. 3., �cevwi' � 'Q,xc:h,ah xu�-.»W'� ,:� 3+w:� - _ ...... ... -....,, .. :. s ., ... ... :. vvvuvgxm a. . rx� o .-, ... ".^; .++mss.vstk ��,p .. .. C , :.. Q �:.. '. .' ,a. • :. ... .. ,. $ � , •�•v{+s+as++s ,taay�--,'.Se:.,. __. wvs,stivaxA v]t,ivu.•: . tr� tk `n'r :F sr +v i• [ , • n. O /.....:::`'.4 .:..,:..'...t.;.... ..F ., K.....,,--... ...v.................A . :......-: ...... Ss .,..-..... • .....:... ......... ., ' .,_ _ ... -.. ,...--.-..-....... -....:� : • , .•:.,.\ .,6..... ,.,w ,,, S.': w.w...,w...r.,w•....::.-..y..... a, — : .;; ,� � � , '. ;, - ...,,• : .� , DESIGNED Py1JZ NJ ^' h' :• +�. „ , , ,� •� �, , .gym-MbM.i mi M.MI MMI�M.�-A� M.M. . .�,v,r MD -Q: • Ri W �„ o -,a, M y: # h �: CHECKED I KSR N v PROJECT# 121509510 c �L Z •e sig 4: . V.: CI SHEET TITLE - ,} , ,v+k4,h a,n%uw,cwnhUh ,:.,• ,%a%.%„testy' .. MHOVERALL SITE PLAN N N •I I".. a, • V, SHEET NUMBER N � SCALE! 1”=4Q' N 0200 o 40 20 0 40 4 it LAND USE# SDR 2015-00004 .2 � a I so ''S-11.:: 'i 1:;I i''.'.-,•i.'.;'. M . .:„.......... =� �'� _ --:-.---<.........".141.'..,...,,..." LEGEND -: 1E L3 I- -• r`f ► -- - - EXISTING BOUNDARY LINE f0 a 7 qt OP I .1::: :11 7 i . ''H-'..'.. ia° EXISTING CENTERLINE T.,,.... :..' 1. EXISTING RIGHT OF WAY LINE I I' I °IP I • OII /, :rteI :"T'e.' " PROPOSED BOUNDARY LINE ~ ow - r �. �``"l • .4 �' PUBLIC UTILITY EASEMENT 0 I"°°°Pi.e...g.... •••••°..-� ,..,;:-,•-•,-;"'''' ': --':'%:::::'� -+p - EX FENCE LINE + - -- / �' i,, - I EX. STORM DRAINAGE LINE 2". 0 .r �. i"� _ .: rr �� - ,:,,r ,,.,• „'r'' � ' TYP. 26 w - ...0`. / __ .........-._-..., . SANITARY SEWER LINE �s "~ � EX N RY WE rv' - ;:` REFER TO WASHINGTON COUNTY ..''' •!° ''} - I _ ,' '� - EX. UNDERGROUND WATER LINE - ::•".' ..'.::r . -" �,. : PUBLIC IMPROVEMENT PLANS -I :. EXISTING RIGHT OF WAY LINE TO BE VACATED ' _ - „ , ^"`` FOR SCHOLLS FERRY ROAD IMPROVEMENTS �� •8 a� ' I EX. UNDERGROUND NATURAL I 23.20 - EX. OVERHEAD WIRE - ! GAS LINE yN" 12.00' PROPOSED RIGHT-OF-WAY DEDICATION 0 ��~ - 7 ° ��' ' I EX CONCRETE SURFACE W ,•',: :.:� .,� w R 20 00 BUILDIN ¢ z - RRI ' SETBAC Y ,..;.;::::•;:!- --- r :p :. „� ��.-, F a - %� TYP � 0 a ,:- 1.7:-.r.-:'.- `�S � KTP. �",.:'' "",r. : �� 4 I EX. SANITARY SEWER MANHOLE7a-� lYY 4' .�' 111 - EX. STORM DRAIN MANHOLE r • SIN EX CATCHBA /� I - EX. CURB INLET :: "'`` �' " • EX. DITCH INLET ° SED P. {n +1 - � /....4,1-' a _. /�' EX. FIRE HYDRANT .1.:::.....'..''''''...--.''..:.'' 5.00'. I' 0 ". l - :. • -0; 38.00 - WATER VALVE I. .!....• :---7.----.20.00' BUILDING SETBACK(TYP.) • '/ .� ( �' - EX. STREET LIGHT (COBRA ARM) �J J ,t • W. • �' �r 8 ��' ® - EX. UTILITY POLE �� -- - . - BLDG TYPE A3 z 23.37' -f1 .. :I: _„' r - FFI SIGNAL POLE a ':�-"'` " - � 5.50' EX. TRAFFIC11.1 . a . '00.-- "� '/� i _ EX. SIGN POST 4 ' .- ! I �.. ./ TYP. :-. EX. WATER METER BOX � ��.. ' 23.D6 - ' • 20 00' BUILDING SETBACK(TYP.) �.. :' 1000.0.0„,.. � I 1 � - - PROPOSED CURB �� - 1 ;� * ' 5.00' ' 5 00' PROPOSED LANDSCAPE SPLIT FACE WALL Ct "I"� ° awl ":. ' � . .. ETYP. of ` $‘1111111*1114 PROPOSED BUILDING •�� . ' / y �, 0 7.00' �� I o 0 0 0 0 0 PROPOSED FENCE CL D II /' • f 7.00' ,' ' - PROPOSED CONCRETE 0 Lo 6 TYP. o % 8.00'PROPOSED P.U.E. (TYP.) �:`• `..<'} `� I / Et // TYP. -, - I ;46•�i• ' . . : PROPOSED WATER > 11 V j :4(-9c(2_.. e‘. IQUALITY FACILITY ��y/iiimilOr. f /� 11111 5.00' TYP. 10 a .;, �} I..L1 / _ ___ - gsss\4s` ? x PROPOSED PAVEMENT W5 DDCONNECT ON SITE WAL' e „ CL- / TO PUBLIC SIDEWALK • ZI ® - PROPOSED BICYCLE PARKINGwZfi , . 3 SPACES @ 8.5'X18.5' STALLSit 1 © f )11ko / Z e BLDG TYPE A3 8.00' Illk .l Za0 R55.00 • % ):, (f) g 0 � 8.50' e e • 0 1 SPACE @ 10'X18 5 ; �I © R47.00' I Z J Wm \ * 1 .� R15.0' .J R64 0' TYP. �` ret) PROPOSED ❑ \\ CDI • Z 0 .1 R15 0' 17.00' PUBLIC CUL-DE-SAC J 1 15.00' 2 SPACES @ 8.5'X18.5' REFER TO CITY OF TIGARD Q CI 1 , 2 SPACES @ 7 5'X18 5` R36.0 i PUBLIC IMPROVEMENT PLANS ° I = Et 1 1111 .{I 7 00' . 1 TYP. 24 1� 1 B T.�P FOR FURTHER INFORMATION 4 I J AI\ 8kie 1, - fl TYP. /rI o CD Cl) CD I 1— U 111, TYP.® 1 ! \4��4 cl,�ax\� �' . 0 U - 1 . e 0 *Ili cE / I Lik 111111,---\ \ ' . Mill 1 spy — 1 PI - - - - - - - - j 1 paCO 0x�� ti... 1111- CONNECT ON SIT[ WALK /� m�� L R15.0' SpPG�sI ' TO-ILLI`SIDEWALK \ .,.:.,..31,1'' - 4 ':. 7.00' r' 'l I I I Ilk . 1... jell r ' 00 ' 8 `'�' 20.0'BUILDING ' I o_ SETBACK TYP. TYb — — 9 G��@'6c, 8.50. R26.0' - mir...-- _ r - -- SPA 1 SPACE@7.5'X185' ° ' r mg I *1 • t IN .: ., 1 1 . ■� i III!■ \\ SII ■ ■II•� ; �� r •4( ATCHLINE - SEES C 04 µ 1;t1, d . i , J - 1 I ., . . , ? Z -�`.„,..„ ` �- . .,.., 1 . . .41i'111.1- .-\171'..11111-irr-... _:-..°8:70)..-7,':--.1. 0 GN G'1 U i Ino" .� �� j ..— • r I— _ _ x" '• •H . I ��•• .70011-4,7!.- i�'? 1.' SITE NOTES 1 ,r_ •' s sio Z N�INEF 4. ,II ; :ds u t� ■�i lt�l. ,i .°!; y W 65433PE O 1 CONSTRUCT EXTRUDED CURB. EXTRUDED CURB TO BE INSTALLED IN ALL LOCATIONS WHERE CURB IS NOT LOCATED IN 9 INSTALL STANDARD ADA ACCSSIBLE PARKING STALL STRIPING AND SIGNAGE. REFER TO SHEET C701 FOR DETAIL. a I m T d 111111 HI ► 'K 1•:® � . 2 I$1!II II II FRONT OF SIDEWALK. REFER TO SHEET C701 FOR DETAIL. 1 _ ___. -� III ��_ _ �-`2 CONSTRUCT ADA RAMP. REFER TO SHEET C301 AND C310 FOR PROPOSED GRADES. REFER TO SHEET 0700 FOR DETAIL. 1 10 INSTALL 4" WIDE PAINTED WHITE STRIPE. PROVIDE TWO (2) COATS OF PAINT. � I •• �- � 0 GON II_ 0) 11 CONSTRUCT CONCRETE PAD FOR BIKE RACKS. REFER TO DETAIL ON SHEET C701. - - -- — - -- - �N S. �uS 3 CONSTRUCT CONCRETE BACK OF WALK CURB. REFER TO SHEET C301 AND C310 FOR GRADES. REFER TO SHEET C701 FOR DETAIL0 . '' EXPERES 12J31/16 .- 4 CONSTRUCT STANDARD CONCRETE SIDEWALK. REFER TO SHEET C700 FOR DETAIL. 12 CONSTRUCT CONCRETE STAIRS. REFER TO SHEET C301 FOR GRADES. REFER TO ARCHITECTURAL PLANS FOR DETAILS. , U ' L 13 CONSTRUCT CONCRETE TRANSFORMER PAD. REFER TO SHEET C700 FOR DETAIL. REFER TO ELECTRIC PLAN FOR FURTHER INFORMATION. KEY MAP Z DATE 102105!2016 a 5 INSTALL 18" FLOW THROUGH CURB KNOCKOUT. REFER TO SHEET C700 FOR DETAIL. SCALE: NTS O DRAWN I MJZ :5 -° 14 PROPOSED CARPORT TO BE CONSTRUCTED AFTER COMPLETION OF PAVING. REFER TO ARCHITECTURAL PLAN FOR FURTHER INFORMATION. l ' DESIGNED I MJZ N 6 CONSTRUCT AC PAVEMENT SECTION. REFER TO SHEET C700 FOR DETAILRI ,n / \ 0 CHECKED I KSR M m 7 PROPOSED GARAGE. REFER TO ARCHITECTURAL PLAN FOR FURTHER INFORMATION. 24 CONSTRUCT MONOLITHIC CURB. MONOLITHIC CURB TO BE LOCATED ALONG ALL CURB TIGHT SIDEWALK. REFER TO SHEET C701 FOR DETAIL. PROJECT# 121509510 `V 25 CONSTRUCT CONCRETE WHEEL STOP. SEE DETAIL SHEET C700 LCL SHEET TITLE 0,18 i INSTALL LANDSCAPE SPLIT FACE WALL. REFER TO SHEET C301 AND C310 FOR PROPOSED GRADES. REFER TO SITE PLAN co Mir .°) 26 PROPOSED PERIMETER FENCE. SEE ARCHITECTURAL PLANS FOR MORE INFORMATION. o SHEET C700 FOR DETAIL. CO SHEET NUMBER N F3 SCALE: 1"=20' Z as b_ ..=- E 0 0201 . , -cis 20 10 0 20 U ET_ ii LAND USE# SDR 2015-00004 a rd � Qr� ei,"` :.s: V * ^ CD ow y ;: `� ,. ,: - LEGEND o N r�. I I.I _ , ::::*-::10.7::.... OQ CM ' ' �ra4 -- -- EXISTING BOUNDARY LINEco-cix. Ilk �� 14. OUT • '� ®\ rg 0'RGHT1.0 EXISTING CENTERLINE r :41\-. :�:-� �.r� EX STING RIGHT OF WAY LINE :- ,,.,:' ' =' ` �• ROPOSED BOUNDARY LINEI ,- :Y- I - - - ASEMENT-...T ./' � � �..�-• PUBLIG UTILITY E �E�I 'f, 0 TYP. g • � EX. FENCE LINE I ;fir ' REFER TO WASHINGTON COUNTY ;:> `,,,-- /' - EX. STORM DRAINAGE LINE -- �� „ / -" PUBLIC IMPROVEMENT PLANS - ,. /11:..--::: .:''.. // - EX. SANITARY SEWER LINEO.: / fFOR SCHOLLS FERRY ROAD IMPROVEMENTS ' �v � •, / EX. UNDERGROUND WATER LINE . Rp 14.0' O• iI � r " - RY RIGHTIN '• EX. UNDERGROUND NATURAL *�'a GAS LINE ' -I '± ' CJ � R r e y" // 0 . - EX. OVERHEAD WIRE ---- 101: ::• 01 OP- °Pei, scJ a�� :: .., ,r.'y, r"''� I S*�1I �,'�' �i/ 29.54' - EX. CONCRETE SURFACEo mG17. �► `' b� ©� R 0'I. I i x•" R2dD H LES• - EX. SANITARY SEWER MAN O R50 QFF--��"` `` EXISTING R ice: WAY LINE TO BE VACATED � - BLDG EX STORM DRAIN MANHOLErte ,,,,,,, �\ .- �`� �i J R64.0' \' � � � a ' Oa 'gur H" k�"" a -. . a ' R50 0' ; • - EX. CATCH BASINO• w r 12 00' PROPOSEfO RIGHT OF WAY DEDICATfON s i ,•` - 1''.:::::." .: ,� • R5 0' EX. CURB INLET ` TYP //r'3 37' •� . .• sem- ; - EX. DITCH INLET 8.00' PROPOSED P.U.E. (TYP.) a �, ^�` e '/' R45.0' • a ; yEX. FIRE HYDRANT 20.00BUILDING SETBACK(TYP.) / ' �� WATER VALVE ' ...x lir • • 4• ,, 15.25'- EX. STREET LIGHT ( OBRA AR ) �1�.• ! • . . .. " /I I ; EX. UTILITY POLE CD4I ' ' " ; 2 1110.4 . • - EX. TRAFFIC SIGNAL POLE ....ice I 26 • /a �.� '// 8.75' 11 .._ - EX. SIGN POST a4. EX. WA TER BOX PROPOSED CURB • J.�lr/ 'I .. •rte.' . .�-� + ' -: w .!y' ' 4 � 9`. PROPOSED LANDSCAPE SPLIT FACE WALL • �-� BLDG 3 TYPE A3 Ii 24P. � w Ct ,,. Ill ", �+. i �„ \' '\ PROPOSED BUILDING v...!,.....00" . S.Qd' •- I% 5.00' a o n o n o - PROPOSED FENCE a., . - it . : 12L D giligag < 0- TYP. J . ;.,_.. PROPOSED CONCRETE 1 !'' �. :`� 5,00' �!'' 24.38' m ® _ _ 1.4"- •i r R15.0' M - // I • 5.00 is 1 ow )111114'. :♦♦t XXX.'. :5 PROPOSED WATER O • ;a,,•..;�^ '/' 15 0 � �-„\\ .,... �0( . ... , ..:• . 1 <~ ♦ QUALITY FACILITY - 1% - 5.00' 11lir 2 �y y .rI • „ PROPOSED PAVEMENT �► / �` 5a" * . .OD' 7.00' ', ^11 '� C�� 1 , .44""-----R15.0' eM (1: Or: '' � r1 . ® - PROPOSED BICYCLE PARKING CKW / ! 'CD TYP. g ,, rev�� Q ` © GP�pG� STALLS Z 5.00' 1 °-*-- 4.50' , f' J r �„� R15.0' Z 5,55' c� © - � 14 � �� 0 �R50' Cai ^ • 0 . 34.00' 0..< 20.0' 1, #fes 2 SPACES @ 10'X18.5' -, • \ 4 SPACES @ 8.5'X18.5' 30.0' ' z W 20 -,a5 e ❑ 4110 e A 8.50' 28.00 BLDG TYPE A3 © Sp�G�@� 22.50' 15 © J O Z O 5 3 SPACES 7.5'X18.5' �, TYP 10 ❑ 24.00' TYP.p ,RQ,G .1 5.00' ` ' Et 4.40' �/ G ,G'1 +-R2.5' } W J • R15.0' (`(P { I ' I • O I m 750' 1 :: �� 0 © , R15.0' \ ��q 1af1 SPACE@7.5'X185' 1 I.: .. I. + _I.e. r1r VJ ( J Z � 8.50' 5 @8`�� „ L r .. � �.' •r' I 1, . :. 1 1 SPACE @ 8.5'X18 5' 6 SPPGE 1 ______ .,...„... ,G� IE _____ __,, • * s �g` co , . . ....... ': I *t i • .0 � TYP. g °D ,;• '` ►..- �_iliikt 1 SP QGE 7.50' 8.00' - 1 ::::.: l1;17._.. 10.,.- �� ----\ 1 SPACE @ 7.5'X18.5' + - /_ ,,,.., ::..t.,...._,t7,:er TIP. m ,gyp /, co ,kG GNN ,\�� "8.5Q' - C3 ------.-••-•-•-•-••-•••-••-•-••-•-•-•-•-•-•-• IH _____:_c) _ _}, k7.__:.:1,0..dius �. ` ; l TYP- 7 h 11111:‘01111 s.Da' a15 �, . _ I • 1 F 7itilii0,0 • 4 \ k _ ` f 1 is Wiry _1f 15 ' 21 • 5.00' 1. ` i • - ;i -lil esti Hi , Comm iiii min , , . ,:-.. .. \ G�p� - , _ /'' .- 11 illi .111 _� R i 1'• 11 .1 'i: i' 111':11 I. . 1I I I O i �► MATC E1-IFFY' C205 f : �+ - L� /x11 \III' ..,::,„,„,,.-,, • `p \ I \ II ,, ,,•, .4',i' ` r i_a�r _ r: Iris._- _-- E .b�7�S,w. ...v, .ice [O ". '. .:. . '; .. . -1 BBQ. - - -- - � 1J \\\ \ . : : I .: �'�^ .i , sr. .w.,r.h. vaw-o '*U.:,+.ti' >~--3..r. :.k k:ti::.... �. J R: ll a`iatpY it '1111] I0 \ \ \ \ \etvD /�' �� v e ® KEY MAP '/ • Ij - SCALE: NTS - - . 0 \''-- \° \ \, • ., / � C.) �. I. n. Z ,, NG{NEE- -,:PR ic, 9 SITE NOTES SIGNING AND STRIPING CONSTRUCTION NOTES W ,,Z-- 65433PE 2 Lii 1 CONSTRUCT EXTRUDED CURB. EXTRUDED CURB TO BE INSTALLED IN ALL LOCATIONS WHERE CURB IS NOT LOCATED IN 11 CONSTRUCT CONCRETE PAD FOR BIKE RACKS. REFER TO DETAIL ON SHEET C701. O INSTALL STOP SIGN. REFER TO DETAIL ON SHEET C701. 0 GON o FRONT OF SIDEWALK. REFER TO SHEET C701 FOR DETAIL. ( ' ``'(� o� 20° R17) 2 CONSTRUCT ADA RAMP. REFER TO SHEET C301 AND C310 FOR PROPOSED GRADES. REFER TO SHEET C700 FOR DETAIL. 12 CONSTRUCT CONCRETE STAIRS. REFER TO SHEET C301 FOR GRADES. REFER TO ARCHITECTURAL PLANS FOR DETAILS. O ENSTALL RIGHT TURN ONLY (R3 5R} SIGN. SEE DETAIL ON SHEET C701 . v F�'/N S, R\ c' o 0 14 PROPOSED CARPORT TO BE CONSTRUCTED AFTER COMPLETION OF PAVING. REFER TO ARCHITECTURAL PLAN FOR FURTHER INFORMATION. ❑ EXPIRES:12/31/16 3 CONSTRUCT CONCRETE BACK OF WALK CURB. REFER TO SHEET C301 AND C310 FOR GRADES. REFER 7 TO SHEET C701 FOR DETAIL. % 15 PROPOSED GARAGE. REFER TO ARCHITECTURAL PLAN FOR FURTHER INFORMATION. Z DATE 10210512016 Y 4 CONSTRUCT STANDARD CONCRETE SIDEWALK. REFER TO SHEET C700 FOR DETAIL. I O DRAWN I MJZ c 16 PROPOSED POOL FENCE. REFER TO ARCHITECTURAL PLAN FOR DETAIL. Zr> DESIGNED I MJZ NJ TD 6 CONSTRUCT AC PAVEMENT SECTION. REFER TO SHEET C700 FOR DETAIL R-1 = 21 PROPOSED POOL AREA TO BE DESIGN BUILD. SEE DETAIL SHEET C700 FOR POOL AREA DESIGN REQUIREMENTS C.-) CHECKED I KSR a. 7 PROPOSED POOL EQUIPMENT ROOM. REFER TO ARCHITECTURAL PLAN FOR DETAIL. PROJECT# 121509510 24 CONSTRUCT MONOLITHIC CURB. MONOLITHIC CURB TO BE LOCATED ALONG ALL CURB TIGHT SIDEWALK. REFER TO SHEET 0701 FOR DETAIL. - SHEET TITLE N 8 INSTALL LANDSCAPE SPLIT FACE WALL. REFER TO SHEET C301 AND C310 FOR PROPOSED GRADES. REFER TO Ca 25 CONSTRUCT CONCRETE WHEEL STOP. SEE DETAIL SHEET C700 F- SITE PLAN Lo SHEET C701 FOR DETAIL. (I) =' 0 9 INSTALL STANDARD ADA ACCSSIBLE PARKING STALL STRIPING AND SIGNAGE. REFER TO SHEET C701 FOR DETAIL. 26 PROPOSED PERIMETER FENCE. SEE ARCHITECTURAL PLANS FOR MORE INFORMATION. SHEET NUMBER , 2 - SCALE: 1"=201 Z al 10 INSTALL 4" WIDE PAINTED WHITE STRIPE. PROVIDE TWO (2) COATS OF PAINT. 27 PROPOSED ADA RAMP. INSTALL HANDRAILS EXTENDING 1' BEYOND RAMP ON EACH END. SEE DETAIL SHEET C701. O n J inn C22 v CI o jai20 10 0 20 (.� E i..� LAND USE# SDR 2015-00004 1 2 in o V r-- a) J O7 ii lii c oft' .1....., II / I "fr ' N ~ :fin. / m a hr -::::::::: 117.0'PROP. ROW ,r•^-•.:"•� r'J .:"" ' ' `°r ` LEGEND U) g 1:1C Mr o e. :r. " -e.'• ".._....",.".."..11....r.,,.'1.--. � i , - . ' -- - EXISTING BOUNDARY LINE ~ .....: . s • 0 ' • N :- ✓ — - EXISTING CENTERLINE �� e. �xr " " ,,./ -- - EXISTING RIGHT-OF-WAY LINE �,•= 4 ,,.-- Y • • ✓y �,I -- — PROPOSED BOUNDARY LINE ;� f`4.'�y hh :- �+ ,.:.,: , .: X12.00'PROPOSED RIGHT-OF-WAY DEDICATION a. `+,,r„ 1,! - _ • . EASEMENT '::':.:"L'•!.:-•:-!:•!.:.9-!L'-!.:.•:-':'•'' -d' PUBLIC UTILITY \ .rF. ✓ _ • ::-.1- •-•". EXISTING RIGHT : : EXI .. r i. ' EX FENCE LINE • ' : ST OF TO 8E VACATE :-r i ' "' � EX : :::: LINE.-..,. E _ EX. LINE o i---- ,,t f' ,_'' �,-'' �:.. 26 EX. UNDERGROUND WATER LINE z W121 a " r' °f 1 105.0'EX. ROW ✓ ...-•` ' • EX. UNDERGROUND NATURAL F �, 7. E D WIRE / r' EX pVERH A r AD '! GAS LINE Ilila Q 8 Y R� 62.1' HALF ROW TYF'. 8 �'". O Q c -7 a '• i 1~ ..„' PROP.'117.0' ROW ERR . . 4ii, �� a� F A. , .,.. L :. EX. CONCRETE SURFACE ,: .--' �'J "r" ma.: �� . 'Nn .° d r �� 1 �,r rr• ... . '�` 1�� 0 r' ,` - EX. SANITARY SEWER MANHOLE 8.04' PROP05ED P.U.E.(TYP.] I. �' r EX. STORM DRAIN MANHOLE T.:2-.6''.2. - EX. CATCH BASIN } r" r - �� BLDGTYPE A3 i'' • ' - EX. CURB INLET t )x,20.00' BUILDING SETBACK(TYP.) • r,, , V Ji.'< �t:? �' i-0: i EX. DITCH INLET ,' •, d • EX. FIRE HYDRANT ✓ ,: P �� z`s �' S TY' �` c" / •TYP. WATER VALVE Lil • ' SA 0 , • . • 5 EX. STREET LIGHT (COBRA ARM) • ''r . • '� 11 • ` EX. UTILITY POLE ti 4 RISER STAIRS ' ' �\r „�. _ „.,,® ' h _ % y \ \ EX. TRAFFIC SIGNAL POLE 5.00' ' U, o d� • '4 \� 4R EX. SIGN POST# ® �' /.� 500' o. I' 6�T`(P. \\ �\ ^`f �� . ' •far \ \ , �-�'' -- - EX. WATER METER BOX �'�” l �' ii. s '� 15 PROPOSED CURB ':• 5.00' IRA O ' .k � / . , TYP.® � \F - PROPOSED LANDSCAPE SPLIT FACE WALL N4 �� 2�a C i— - PROPOSED BUILDING L.1�o r�/`j/ c:' E3 T 6� 0185W o 0 o- 0 0 o PROPOSED FENCEV„.. / 6',..,'.. 0 Alik © 9 / I S 1 (17G ..rg l'• 1 CL LL'' / i,if A . . PROPOSED CONCRETE +�° Erg 1 W 14 W -11 //:.. 4 ��j �. 1 ►.►�� i� Q PROPOSED WATER Li] • / B QUALITY FACILITY H” 1 R150' I �K ;, , ,•• .of \` BLDG 1 YPE A4• 500' r:1( fia 3Q 00' �.� e* PROPOSED PAVEMENT Z • .: 4 SPACES @ 7.5'X18.5' � " ' < O , . . �':: f 19 --R 15 0' ... . ., In ® PROPOSED BICYCLE PARKING ' ;-` ; - '� STALLS Z W , . . _1 0 Z 0 . � ` : .k 25,19' 0 TYP. i� f1 ' 5 as R15 0 x CI ti r • ; z . *EXISTING RIGHT OF WAY LINE TO BE VACATED . :i ; . : ... .. .'>...... I �� W::\ ,.. '.... ....... Q • U TYP. 10 2 SPACES @47 5'X18.5' 15.40' _._� , (1) Ci) 10\...,:ir • , 1 .,._..„.:,....................„...,...........,.....,..........r.....,...........!..]-......r........!...:....i........:.....!..................!.......]...........:..;',..]........!...........!..rk..: . .'-:,). 2 SPACES @ 7.5'X18.5' :� 28 a0' 1 • ' • \ :'3�p0 X1aJ " 28.00' �.- ` 02 8 ,. 6 TYP. pAc ,S�$. :*.:.„,:k:.. p — z t r 850' 4S 1 15 • 0 1 SPACE @ 8.5'X18.5' a 25.50' \ ':'' '':;-'- '.,: '''. 'L.! '. .,‘.. -. 1 .• R48 0' 11 3 SPACES @ 8.5'X18 5' EXISTING 4,. x'1'1 a• r 60.0'ROW } ` � � G 9'• L500' t 1 50 ��P i SPACE @ 7 5'X18.5' IIFIA G \ ., • • - -I 18 v 1500' c�I 37.5' HALF ROW 9• # DCDA I a 2 SPACES @ 7.5'X18.5' E-11(,) • • • • ••••• _r d „ .— o L. I 34.00' a. ' 4 SPACES @ 8.5'X18.5' 820.0'-- V 0 �y w •a1:1, 1 l 0 0 0 a a ^ - i.... . .. .. ..... .. ..... ..................................................................... ..... ••• LJI. ilk .} ...:7•-:.:;•:',:.:;5::!T:::::::---- ..........:-;.:";;-'; --•;.77,0910‘,, • ,,,,,Ad1C-11 ..,. t._.,.. • R 15 0A essiEL • iM!.,,. >:: . -•,:- :,..-..,. 3SPACES 75X185' • • • , :, 1- _,.. .....„, \,.. - • - .... il - .„. ...., - 1 __ 111.111111111111111 11111111111111111 IIIIIIIIIIIIII MINN Min IIMIIIIII 11111111111111 MI= IIIIIIIIIIIII 1=0. NM. NOM IMM NMI 11111111111111111 111111111111111111 1111111111111111 11.:'::.;;:i.J.:':.'111: iT :m4i : a00/-el .'' ..---..''.--?.:.-;:/:,-- tAllki . . . 011t- = II, : '• ' •-• il • .• 8 5<INE. EE SHEET 2 � ,: � : �;.:,:-.1 .� , e SITE NOTES .£ 4, .. T -� �,�aPRo��s Q r J • a �� s, i. 3 Y z 44 \' NEF,Q '9 .1 - V'® n nii :,i , . m tin ii - r = I w 65433PE a 1 CONSTRUCT EXTRUDED CURB. EXTRUDED CURB TO BE INSTALLED IN ALL LOCATIONS WHERE CURB IS NOT LOCATED IN 11 CONSTRUCT CONCRETE PAD FOR BIKE RACKS. REFER TO DETAIL ON SHEET C701. 'ma *'' - coFRONT OF SIDEWALK. REFER TO SHEET C701 FOR DETAIL. Ili d fi s Nu. I, d ''-" `` I - 1 '` I J.V. I I 2 0 GON v, 2 CONSTRUCT ADA RAMP. REFER TO SHEET C301 AND C310 FOR PROPOSED GRADES. REFER TO SHEET C700 FOR DETAIL. 12 CONSTRUCT CONCRETE STAIRS. REFER TO SHEET C301 FOR GRADES. REFER TO ARCHITECTURAL PLANS FOR DETAILS. }i ,I , OI � . . D ,, r N • �, 14 PROPOSED CARPORT TO BE CONSTRUCTED AFTER COMPLETION OF PAVING. REFER TO ARCHITECTURAL PLAN FOR FURTHER INFORMATION. 1 � ® F�4 $, R\\%a 3 CONSTRUCT CONCRETE BACK OF WALK CURB. REFER TO SHEET C301 AND C310 FOR GRADES. REFER TO SHEET C701 FOR DETAIL. 15 PROPOSED GARAGE. REFER TO ARCHITECTURAL PLAN FOR FURTHER INFORMATION. 1 E .. :- EXPIRES 12/31/16 4 CONSTRUCT STANDARD CONCRETE SIDEWALK. REFER TO SHEET C700 FOR DETAIL. k ~ L - 17 PROPOSED TRASH ENCLOSURE. REFER TO ARCHITECTURAL PLAN FOR DETAIL. KEY MAP Z DATE 102/05/2016 c' 6 CONSTRUCT AC PAVEMENT SECTION. REFER TO SHEET 0700 FOR DETAIL SCALE NTS O DRAWN I MJZ 18 PROPOSED TOT-LOT FENCE. REFER TO ARCHITECTURAL PLAN FOR DETAIL. DESIGNED I MJZ AD N L 7 PROPOSED TRASH COMPACTOR. REFER TO ARCHITECTURAL PLAN FOR DETAIL. H [/ ♦] CHECKED I KSR N 'u ` V 19 PROPOSED MONUMENT SIGN. REFER TO ARCHITECTURAL PLAN FOR DETAIL. ' PROJECT# 121509510 = 8 INSTALL LANDSCAPE SPLIT FACE WALL. REFER TO SHEET C301 AND C310 FOR PROPOSED GRADES. REFER TO SHEET C701 FOR DETAIL. . ._ 24 CONSTRUCT MONOLITHIC CURB. MONOLITHIC CURB TO BE LOCATED ALONG ALL CURB TIGHT SIDEWALK. REFER TO SHEET C701 FOR DETAIL. f/ SHEET TITLE � -0INSTALL STANDARD ADA ACCSSIBLE PARKING STALL STRIPING AND SIGNAGE. REFER TO SHEET C701 FOR DETAIL. H SITE PLAN N a5 � c MF..' 25 CONSTRUCT CONCRETE WHEEL STOP. SEE DETAIL SHEET C700 ^ I CJ J SHEET NUMBER N : 10 INSTALL 4" WIDE PAINTED WHITE STRIPE. PROVIDE TWO (2) COATS OF PAINT. 26 PROPOSED PERIMETER FENCE. SEE ARCHITECTURAL PLANS FOR MORE INFORMATION. N 2 - SCALE: 1"=20' Z QN0203 — o (,) d_ o "di 20 10 0 20 U c LL LAND USE# SDR 2015-00004 LEGEND 3 a 09 -- -- - EXISTING BOUNDARY LINE r oprn - EXISTING CENTERLINE co m, MATCHLINE - SEE SHEET C201 . • , , .. __ __ EXISTING RIGHT of WAY LINE E I - I U:.. _- EJEE..... ---- \ 7 ...7._,,,,,,. ...\ 1..r. - lI - rg. . .\ • IX. FEN CEILINEE o .7-".•--.-. . . ---- • .2............................................................... . ..... 6 0 5 • n �_'.: DRAINAGE LINE `�` 6,7, 6-.0% Z EX. SANITARYOSEWER LINE a 4� t �g ` - I I I • - EX. UNDERGROUND WATER LINE O 1 s . 8.50' Z w • 1• - EX. UNDERGROUND NATURAL CT 6.00' • t 1 SPACE @ 8.5'X18.5' Z ¢ GAS LINE • EX OVERHEAD WIRE I R150' GFRPG�� (--) 1 7.50' I •• �° I _ `....._ � p�G 6.00' jSPACE @ 7.5'X18 5' - - I'' I 1 .< • Z 1 t EX. CONCRETE SURFACE 8.,..-...s., . . TYP. TYP. 24 5 00'1 •11,..:71...,//1 I :•` I � t.+ L.: 4 V—Ni � - v X I t .4.. • .. . ,�� 5.00' X �ti EX. SANITARY SEWER MANHOLE 0 W 15.03' Cco , I IT' 8 a }. EX. STORM DRAIN MANHOLE It a 2 — - EX. CATCH BASIN r? I rw o � p4 �_ � • . .< I I 15 14 - EX. CURB INLET r� 6.00' 1 .-CID I I Z - EX. DITCH INLET ' 2 1- - - - it 12.71' I 1 H — H = I - EX. FIRE HYDRANT .+ 95.00' I- - -4 . I I., - WATER VALVE I: I ;;......, I CO T - - j - EX. STREET LIGHT (COBRA ARM) CO I I 1 1 4. . � t� 1 I I - EX. UTILITY POLE Cr)n LcIi ! _ • � � S TYP, V I V ! En c - EX. TRAFFIC SIGNAL POLE a O In 14 1 _ Uz i S.QQ' I - EX. SIGN POST { U I a CO LLI I - EX. WATER METER BOX I-- -� I1 LLJ l.i.J _ �� • 1a TYP. t MI lo \ / -- PROPOSED CURB 'W co > n I / \ --- - E SPLIT FACE WALL • _1; � - � .. 6.00I- � � •`� ... I.. I - - -- PROPOS PROPOSED BUILDING W :: -41 w a 6.50' a o 0 0 0 0 PROPOSED FENCE W - - :: 22 50' I3 SPACES @ 7.5'X18.5' • •• •.. • •a.....••.:; W H - - _ - -1 15.50' ' I I • _ PROPOSED CONCRETE < CL Z TYRE L_ _ 2J ® � ,BLDG 7 TYPE Al I.,., I- 2800 I� 1..t [ i• • • .,' •. . ' \ QUALITY FACILITY < o O .- s 8.50 5 C ip 20.00'BUILDING SETBACK (TYP.) \ - PROPOSED PAVEMENT .L.,., • -'''''- 28.00' �� - I � 1�; 3T""""' >— (9 2 1700' Lc o I 2 SPACES @8.5'X18.5' x •TYP. ® PROPOSED BICYCLE PARKING / 7 : 1 , o I1 r212 STALLS o W _____ _ 11 Lu u •.�I 1 1 I Z v Q � I I I w 22.50' n .e . .1 3 SPACES @ 7 5'X18.5' Akci �'- c., -7r C) I-- — TYP. ' z n S j LJ � gill o—] • ----1 ,,,,,,,,,,,,,,,:•,::::•,-...,:::.•,-;:.,..,,,,,.., i � Ix7-1 IZw� �'' �,,�—.. 17.00' � IL r2 SPACES @8.5'X18.5 __.. --1 Z o • 1). - - 1 ^J Q 15 ti `� 1 8 �'�"" —111 0 m 15 14 <• �,�„� 0 CD H 0 m r F � w � _ _� aU I�s:• I I II N : caw I- � � � I I I a t Q ! + } co I z TYP. 4 cO I 1 ;i I ' i i —5.00' >t T \ 5 .I ° ?`�,,;a j.. —5.0o. : . . r 6.00 1 :I GARAGE 5 O TYPE G� I z I 0 C C C oao90 % — :i.......**..a....,.,..... . . .. : M 1 I L 'NLINt - 'E''E SH:± I C206 I . I c -M 3 -I . .,....,......,.,...„.-.. 1.c.r:-;-..:.:111 ....---.,7.7..-..------,,, ._-___;;;7:,-iiiiik \ ,....75,---ii 1LLJ ......-0:-...-:-.,--..-:,.---- ,to _ � . ., ....................................................................... , .,. .. 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REFER TO SHEET C301 AND C310 FOR PROPOSED GRADES. 14 PROPOSED CARPORT TO BE CONSTRUCTED AFTER COMPLETION OF PAVING. REFER TO ARCHITECTURAL PLAN FOR FURTHER INFORMATION. •� I. -_ Li_ F�4 S IIR% o REFER TO SHEET C700 FOR DETAIL. • ,""``"' - '""• ' ` "` 4 O 6 m,-.:...:...,..:. EXPIRES: 12J31/16 U 15 PROPOSED GARAGE. REFER TO ARCHITECTURAL PLAN FOR FURTHER INFORMATION. ' 4 CONSTRUCT STANDARD CONCRETE SIDEWALK. REFER TO SHEET C700 FOR DETAIL. , < I , •7I b 24 CONSTRUCT MONOLITHIC CURB. MONOLITHIC CURB TO BE LOCATED ALONG ALL CURB TIGHT SIDEWALK. REFER TO SHEET C701 FOR DETAIL. KEY MAP DATE 102/0512016 • N, 5 CONSTRUCT FLOW THROUGH CURB KNOCK OUT. REFER TO SHEET C701 FOR DETAIL. DRAWN I MJZ `� `"• LI 25 CONSTRUCT CONCRETE WHEEL STOP. SEE DETAIL SHEET 0700 SCALE: NTS DESIGNED I MJZ r.: 0 6 CONSTRUCT AC PAVEMENT SECTION. REFER TO SHEET C700 FOR DETAIL N r 1 CHECKED I KSR • c) 7 PROPOSED TRASH ENCLOSURE. REFER TO ARCHITECTURAL PLAN FOR DETAIL. " D PROJECT# 121509510 �' n SHEET TITLE M - 8 INSTALL LANDSCAPE SPLIT FACE WALL. REFER TO SHEET C301 AND C310 FOR PROPOSED Mr (3 CV SITE PLAN CID .co GRADES. REFER TO SHEET C701 FOR DETAIL. o Cl) SHEET NUMBER 10 INSTALL 4" WIDE PAINTED WHITE STRIPE. PROVIDE TWO (2) COATS OF PAINT. N 03 SCALE: 1"=20' Z �• � - 00204 co 0- U --0— a) 20 10 0 20 d LAND USE# SDR 2015-00004 0 1. v Ikrii °o O ` oN O cn E ti gO") h •••• '. ) I .,';.:. I a • �, 1 ' I - - - -i cn 0.1 0 like�� O�� \! 1 II I I LEGEND Viell � III -.. �" I I -- -- - EXISTING BOUNDARY LINE �� '�\ � •C\ �/ ��P�G1 �•- `• — EXISTING CENTERLINE 0„:.$ �`�� 1�IX -'- G - GO I o —— —— - EXISTING RIGHT-OF-WAY LINE G� ___ '�:ia r� 1\ \ I -i• I -- -- PROPOSED BOUNDARY LINE '''':Mg:„..,.„:„...:13.,..„,...., MATCH INE - SEE HEET 02 . .. — — — PUBLIC UTILITY EASEMENT - NC LINE GPkP i 1 , 00 17 OQ `':; EX. STORM DRAINAGE LINE a co i � : "el pGES @fi r' `N ` i, -01"1--- II `� .. _2 SPACES @ 8.5X18.5' I "+ EX. SANITARY SEWER LINE z w a, a 2SP 15 .<// I=I EX. UNDERGROUND WATER LINE . z a m TQo t �.=i� EX. UNDERGROUND NATURAL O cs: Q s ...,-.j1T::E....::...!iiI:1:;1111i11,1:!:.it:.!::i:!:;.:: \ \ \ \ -.-----\\-- 4; ' � ` 8 12 II 28.00' GAS LINE X G.4 C7 � Y II 7 8� )�� - EX. OVERHEAD WIRE Esil@as��a5 ' �� 5.ao T1 ii _. 'Ag •-ti.: / - EX. CONCRETE SURFACE I r 1\ \C3 8.0' 13 TYP. 5.Q0' n 5 ----..„....Q..._ - _ __ { 1 / I — 22.50' N /' II 3 SPACES @ 7.5'X18.5' U - EX. SANITARY SEWER MANHOLE t /' L _ • U j.-..".-� ,ii - EX. STORM DRAIN MANHOLE S.Oa' 7 34' W / � / L. CP _ EX. CATCH BASIN r ^ / f 8 II 16 EX. CURB INLET / II W Hm al W EX. DITCH INLET C3 CO 11 US UE EX. FIRE HYDRANT C w L1J 0 II .. � cz •v�;�` - WATER VALVE L --I ` ' - EX. STREET LIGHT (COBRA ARM) W r- __ . = BLDG 6 TYPE A4 I COMMUNITY ' 76.50 �U 0EX. UTILITY POLE W 18.30' j BUILDING 9 SPACES @ 8 5'X18 5' r'/ .: (1.::,. _.- - EX. TRAFFIC SIGNAL POLE LL�s {1.c.11.1) n m ' ti _."...." EX. SIGN POST Q / EX. WATER METER BOX r ❑ W E11 .. o w � Z:..- �/ c� c� 3 �� v -....._ - PROPOSED CURB LL J CC 0_ I -7.00' 4 TYP. 11 3 2 54'— - PROPOSED LANDSCAPE SPLIT FACE WALL r n c� i_. P. 25 il �� - PROPOSED BUILDING C.•J Q s © o - -a a a a a - PROPOSED FENCE 7 r ' cd 4 T • 5.00' III ; I:t w ab�-o 0 5.00 A °per __ • ' ' _ , _ _ .. . '° , _ iiiih:�° '`' PROPOSED CONCRETE . .". •., . • T — - — - . . I 'T T I I T T . d°� riL..• e• . . • T � r 6 P. -I T -- ...Il I I I I I I I I I LIJ I I 34 00' m ��i�i �i�� PROPOSED WATER �/ 31 00' 85.00' I �I I �► �I I 50.89' X O •OiO•.• •i••• u_ LL 4 SPACES @ 7.5'X18.5' it 10 SPACES@ 8.5'X18.5' CARPORTI I 6SPACES a@85'X18.5' 4 SPACES@8.5'X18.5' OUALITYFACILITYZ t5 I I I I I �aeboo. �— 0 1. Ne ` " ' Q O .• R15�a' ^^ C I C C C , ...., "PAO — I I i I C C C C C ! 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REFER TO SHEET C301 AND C310 FOR PROPOSED GRADES, REFER TO SHEET C700 FOR DETAIL. 10 INSTALL 4"WIDE PAINTED WHITE STRIPE. PROVIDE TWO (2) COATS OF PAINT. t ! iI h .0,l ,.,,�� ❑ ��, � C, fI 7 ✓L -t�. -II !�wwmee t__mil IIID r11‘ 71C,.�,w- 'f 0 9.2n �N 0 11 CONSTRUCT CONCRETE PAD FOR BIKE RACKS. REFER TO DETAIL ON SHEET C701. —i�i— _ — -__-___- 11___ (<> `4 S 1:0 _ 3 CONSTRUCT CONCRETE BACK OF WALK CURB. REFER TO SHEET C301 AND C31 D FOR GRADES. REFER TO SHEET C701 FOR DETAIL. O a s � 0 EXPIRES 12/311/ 6 I 12 CONSTRUCT CONCRETE STAIRS. REFER TO SHEET C301 FOR GRADES. REFER TO ARCHITECTURAL PLANS FOR DETAILS. I:,:v# 4 CONSTRUCT STANDARD CONCRETE SIDEWALK, REFER TO SHEET C700 FOR DETAIL. vDATE 102/05/2016 13 CONSTRUCT CONCRETE TRANSFORMER PAD. REFER TO SHEET C700 FOR DETAIL. REFER TO ELECTRIC PLAN FOR FURTHER INFORMATION. KEY MAP CCI 5 INSTALL 18" FLOW THROUGH CURB KNOCKOUT. REFER TO SHEET C700 FOR DETAIL. SCALE: NTS 0 DRAWN I MJZ a� 14 PROPOSED CARPORT TO BE CONSTRUCTED AFTER COMPLETION OF PAVING. REFER TO ARCHITECTURAL PLAN FOR FURTHER INFORMATION, DESIGNED I MJZ c 6 CONSTRUCT AC PAVEMENT 0 SECTION. REFER TO SHEET C700 FOR DETAILRI Lr) CHECKED I KSR . 0 16 PROPOSED POOL FENCE. REFER TO ARCHITECTURAL PLAN FOR DETAIL PROJECT# 121509510 -c 7 PROPOSED POOL AREA. REFER TO ARCHITECTURAL PLAN FOR DETAIL. 24 CONSTRUCT MONOLITHIC CURB. MONOLITHIC CURB TO BE LOCATED ALONG ALL CURB TIGHT SIDEWALK. REFER TO SHEET C701 FOR DETAIL. L SHEET TITLE L. N w 8 INSTALL LANDSCAPE SPLIT FACE WALL. REFER TO SHEET C301 AND C310 FOR PROPOSED GRADES. REFER I— SITE PLAN co g 0 TO SHEET C701 FOR DETAIL. 25 CONSTRUCT CONCRETE WHEEL STOP. SEE DETAIL SHEET C700 CIS SHEET NUMBER , 2 SCALE: 1",20' Z 6_ c•-`-4 co o 0205 co b_ U o 45 2a 1Q Q 20 E it LAND USE# SDR 2015-00004 0 LO r w L � � H — H1 o . cD.L D L 1` • spa, cu •� '— • " l \ {— I ren _L., f MATCHLINE - SEE SHEET C204 - . \�\`4441 `� a J -- I c3 =I �= °aoa°aa ° �i "r I 1 41I U) II I• • I _— GARAGE 5 7• � I�— c6x `-I ,. I 0 TYPE G1 _----•� TYP.{ 1 826.0' 14 0 °" I-- -- @)' ----I, R150' 0 25.50 8 50' MATCHLINE - SEE SHEET C20 0 -3SPACES@8.5'X18.5' 1 SPACE 1 TYP. �"" co I . 5 I 7.50' 10 TYP. 28.00' n 6 TYP N. n — _ I I I LEGEND 1 SPACE @ 7.5'X18.5' 8.50' _ I 1 SPACE @ 8.5'X18.5' MUNI INNIM 1111111111111111 MIMI 9 „ —_ I -- -- - EXISTING BOUNDARY LINE x EXISTING CENTERLINE Q �'A N. ` eo°a R15.0' I s I �c T - - T - - - 4s4 I I ------ EXISTING RIGHT-OF-WAY LINE H R" C 3 g 815.0' 68.00' I I [ I I 5.00' I I I -- --� O - v a) HC �� .. ( I 76.50' PROPOSED BOUNDARY LINE F ° o 8 SPACES @ 8.5'X18.5' �' b CR9SPACES@8.5X185 .. I6 TYP. I I I % - PUBLIC UTILITY EASEMENT R, C7 6 2 5 �� LI' 1 _L L '� � `�L_1' I EX. FENCE LINE ® 11-11 I 'e 4i - - - .f V T 7 .. . . _A 5,00' I 1 i z 1 - EX. STORM DRAINAGE LINE NP, 24 TYP. 25 9f1"-- j EX. SANITARY SEWER LINE p;' FE �_ - EX. UNDERGROUND WATER LINE ir....,: ir...:„�— $ I10 I - EX. UNDERGROUND NATURAL 1Q.00'3 — I 1 GAS LINE Ln I 11 EX. OVERHEAD WIRE r n Qcb co I V J 0 . o@� - - ` C J EX. CONCRETE SURFACE 0 28.00' �- 1 -7.-----:------ � 20.0'BUILDING I 4 TYP. BLDG 10 TYPE A2 1 II Z ¢a H — - � SETBACK(TYP.) Wco _ - EX. SANITARY SEWER MANHOLE W 14 �; 1.-. EX. STORM DRAIN MANHOLE CO � _o � � rvri Lr I I EX. CATCH BASIN -, �' 5 00' 11:. � � I ` I W I Q J!• . - EX. CURB INLET I aQ Cl)a. J I 21.91' . - EX. DITCH INLET -- w 22 50' d -_. ^ - EX. FIRE HYDRANT < 1.� —I-F z 3 SPACES @7.5'X18.5' I I I -5 00' I I I I �- • _ IlEki — 11-11 LE 121. D I I J - _ -5.00' 1a.aa I WATER VALVE • \ TYP. — A— Y : - EX. STREET LIGHT (COBRA ARM) O H 30.64` L.L } ! �� y y y^- »ice-�-�-r r� s—r�-�-�� f 1 , r J� i 1 i •µ EX. UTILITY POLE >”— 0 20.00'BUILDING SETBACK(TYP.) I ".•= EX. TRAFFIC SIGNAL POLE 8 8 I r2 ,t• EX SIGN POST 8 y - --__ �+..: , W 8,00'PROPOSED P.0 E. (TYP) -�` a :••�:: ....................................................... EX. WATER METER BOX ....... w.: Z LLJ 1 I PROPOSED CURB ^ :.. 5.00' PROPOSED LANDSCAPE SPLIT FACE WALL L.1- - .. CONNECT ON ALK =:' Z TO PUBLIC SIDEWALK • a PROPOSED BUILDING r ^^ 1 ' g.� i' o o 0 0- 0 0 PROPOSED FENCE V J EL (D 2.00'PROPOSED RIGHT-OF-WAY DEDICATION ,, I / ;'1. s. `;� ,'-';'; ❑ 2 PROPOSED CONCRETE Q EXISTING RIGHT OF WAY LINE TO BE VACATED —1 0 Z ° ' c ;" , =' `,•w �• •:\.... %, +•' •-y� ••�d0 _ PROPOSED WATER CL • • ;: �'� QUALITY FACILITY = Eil •X r SB /� _ moi: w: ..;-, -": ,.T PROPOSED PAVEMENT I— i_ . ..,. _ __ _ --_r,rr--_! —1 I —..�—a--�wgc�w , - .,.., ,—_-- �. ......•.„........„, ��' 1�'�� ® PROPOSED BICYCLE PARKING "' + I �� A./...„.,,..::,....,.ASTALLS , ,,, , ..., co J .4-- ::ter ,••• %' ,T�` M . .rv,,'-----q:' 'q' ----==::`,.',:.=„--,...,.......,,-__ �: •-•• . •4y'" • �� --i—l-----l !l -- !— --.. r 17e::::„......„,,,,,,.::......_, ,_,,,, LLJ _ , -4 c nVI iiiii, _ • 1 _ _ _ _ _ _ _ _ :.:••:,:.. ...77.7.•••••_,-- _-_, __. .,.., __- 1 ,:„..,„.::::::.1,,:;,.......:•:...5:,-;-;:-.„...,4.:....„.••;..„.0, -.;,!;..,....r7.--;"..„,,.0,1014, \ri:3- --,. , LLJ . ^"'. •' t h'� is1.1 S1 TE NOTES } .), >'�- .. • _.,� ` -- _,- 4 ., C IJ 15 —•7 tYi' ;l 0 1 CONSTRUCT EXTRUDED CURB. EXTRUDED CURB TO BE INSTALLED IN ALL LOCATIONS WHERE CURB IS NOT LOCATED IN 9 INSTALL STANDARD ADA ACCSSIBLE PARKING STALL STRIPING AND SIGNAGE. REFER TO SHEET C701 FOR DETAIL. Jo.,.";-•: #11-k.it tt .� i -. s Il;. FRONT OF SIDEWALK. REFER TO SHEET C701 FOR DETAIL. '' S �� , € I J :',;.1,,,...,-]•...; — i i� 2 CONSTRUCT ADA RAMP. REFER TO SHEET C301 AND C310 FOR PROPOSED GRADES. REFER TO SHEET C700 FOR DETAIL. 10 INSTALL 4" WIDE PAINTED WHITE STRIPE. PROVIDE TWO 2 COATS OF PAINT. •- ;;.: -- -: 'r , ►+r =�111AI. ' • ' �D PROF 1 !• a Z NGINE �o O CONSTRUCT CONCRETE PAD FOR BIKE RACKS. REFER TO DETAIL ON SHEET G701, f l S 1Priri.�- '•- Y 1 W l3 CONSTRUCT CONCRETE BACK OF WALK CURB. REFER TO SHEET C301 AND C310 FOR GRADES. REFER TO SHEET C701 FOR DETAIL. 11 I �0 rm: r I �r rrt : r rr. II 1 654 3PE n - r�.rrr err :��E f i i :i::: i �.•II I I 1 LU 12 CONSTRUCT CONCRETE STAIRS. REFER TO SHEET C301 FOR GRADES. REFER TO ARCHITECTURAL PLANS FOR DETAILS. �: 1110111011111 _ - = = �'- = �= 1 1- 4 CONSTRUCT STANDARD CONCRETE SIDEWALK. REFER TO SHEET C700 FOR DETAIL. >Ei �� 1 ✓ 0 GON c� 131 CONSTRUCT CONCRETE TRANSFORMER PAD. REFER TO SHEET C700 FOR DETAIL. REFER TO ELECTRIC PLAN FOR FURTHER INFORMATION. ,. ' ''"""" '� � `` -•'` .11111 10 ��Y O9 20 7) 5 INSTALL 18" FLOW THROUGH CURB KNOCKOUT. REFER TO SHEET C700 FOR DETAIL. r;: -� � _ ~ ��® 1 �G4 s 11W3� o o PROPOSED CARPORT TO BE CONSTRUCTED AFTER COMPLETION OF PAVING. REFER TO ARCHITECTURAL PLAN FOR FURTHER INFORMATION. Qo 14 1 ::... 0 E(P1RES. 12/31/16 6 CONSTRUCT AC PAVEMENT SECTION. REFER TO SHEET C700 FOR DETAIL 1 . . m m 24 CONSTRUCT MONOLITHIC CURB. MONOLITHIC CURB TO BE LOCATED ALONG ALL CURB TIGHT SIDEWALK. REFER TO SHEET C701 FOR DETAIL. w 7 PROPOSED GARAGE. REFER TO ARCHITECTURAL PLAN FOR FURTHER INFORMATION. KEY MAP Z DATE 102/0512016 r025 CONSTRUCT CONCRETE WHEEL STOP. SEE DETAIL SHEET C700 SCALE: NTS O DRAWN I MJZ c 8 INSTALL LANDSCAPE SPLIT FACE WALL. REFER TO SHEET C301 AND C310 FOR PROPOSED GRADES. REFER TO - DESIGNED I MJZ s SHEET C701 FOR DETAIL. / \ N f , CHECKED IKSR a A ` D PROJECT# 121509510 r v co a SHEET TITLE Ctcn (75 M. N co � 0, CO SITE PLAN P a V SHEET NUMBER , 2 SCALE: 1"=20' Z E . N O 0206 N cn a 20 10 0 20 U LAJJD USE# SDR 2015-00004 o 6 � LT J Wc 09 z.0 -. ON a0rn co I:3 1` C Ch CL • L7 0 I ♦♦ C!3 Q ♦♦ ... n r ti 1 ... rK'' a I 0 ° ° — — — -- -- - _ _:— _ _ _ ej j s , IT .. . / . 1 G''�! �'-3 . 1 =1 L 3 6w __ = / 1 I I ! I I I ! I I I I LEGEND ! I f C PORTl5 I I [ ! p 19 ! ! I ! I E I I I \ ,� -- -- - EXISTING BOUNDARY LINE • C C CP C C C C L.. . .w. .. �.. .-.l � .2 _ L _ _ _ _ _ –I.�. L1 – _� C _,. \_ C , c C C '' / �. O - - EXISTING CENTERLINE -r ., .., ...... .., ,..,,, ohm -- -- EXISTING RIGHT-OF-WAY LINE Q r �1^ MATCHLINE - SEE SHEET C205 e z w �, .. 8 rill= 111111111111111 IIIIIIMII nem ---- ---- - PROPOSED BOUNDARY LINE < Z a m e 7.50' . -- - PUBLIC UTILITY EASEMENT - a O ° 1 SPACE @ 8.5'X18.5' o 1 SPACE@75'X18.5' O w `-tea 30 00 _ 8 50' 22.50' EX. FENCE LINE w C7 4 SPACES @ 7.5'X18.5' y� 9 10 3 SPACES @ 7.5'X18.5' EX. STORM DRAINAGE LINE �� - - ,o66e C - EX. SANITARY SEWER LINE R25.0' GARAGE 7 R25 0' 59.50' � I ,, - EX. UNDERGROUND WATER LINE ,. , TYPE G5 HC © 7 SPACES @ 8.5'X18.5' 15 �`Z` :. ............................... - EX. UNDERGROUND NATURAL 6 TYP. ' ! = t , I 0 1 0 � �� ... — GAS LINE • -. �_. o t • • • EX OVERHEAD WIRE ��CO f —— — EX. CONCRETE SURFACE O t DI 4 TYP. 111r i • 10.00' 3 3 '�irEl • =1 . H DI V ry EX. SANITARY SEWER MANHOLE r CO Imo._ Cr:% EX. STORM DRAIN MANHOLE 1 1 1 _ � 4 8.00' TYP. 25 11 TYP. 24 r N I - I L.Li (n 90.94' U 1 _ ! EX. CATCH BASIN W I-NI 5.00' - r- -� - EX. CURB INLET LJJ T' LJJ I - EX. DITCH INLET I BLDGI CK W - TYPEA2 �- - - . .. - EX. FIRE HYDRANT' .. I L1J 5.00' r 7.00' 'r ^^ Z t LLI - ._ s,. - WATER VALVE < a. _ TYP; - U 8 •, „, — C� EX. STREET LIGHT (COBRA ARM} I* y 5.00'- ' s• 0 7 TYP. 4 I EX. UTILITY POLE �/ Q L60 600' U D-I Of Z I �' 0' J I- d - -......0.................. ..1 �;.�>,'::,:::::.:: - EX. TRAFFIC SIGNAL POLE . , 8 19 E .. U - EX. SIGN POST 5OQ" 8 10 00'L ' U 1..` W J T1-- 6 TYF r �' Q ��. r _ - EX. WATER METER BOX _- 5.00' CZ W :< PROPOSED CURBZ �� 8 20' 38.2Q' o LLJ MI ___ i - -- -- - PROPOSED LANDSCAPE SPLIT FACE WALL �--' 240'ENTRANCE - -- --20.00' BUILDING SETBACK(TYP.) - r 8 20.00'BUILDING SETBACK(TYP.) - PROPOSED BUILDING � W o- a a a 0 o- PROPOSED FENCE *»iZ. a & - DRIVEWAY , - ( .... ... .� . �". ... ;:.,I 1O<% X : �.1* ... .- •••G•GO*48*.***�4 mi. - - -__ (,f) < o CL 0 \ ( '1fI PROPOSED PROPOSED CONCRETE O �- 8.00 PROPOSED P.U.E. TYP.) El 800' PR DPU.E. (TYP. -. t- ..v a ....:.. ..... :... -:..:. ...:.-._ .. :-...v:.v.:-.,v ,v:..-v ..w. w nvnvnw:, .,, ..:. ... s..:.... .... .., :A,-4:. «• r4-: a ° - •. • d / d _ •. • .r • r _ r , + _ - - a. hry • e . Td �r 2.00'PROPOSED RIGHT-OF-WAY DEDICATION PROPOSED WATER Z 0 AN - - - - QUALITY FACILITY CL Q R15.0' R15.0' 0 • J 0 / \ / \ _ _ _ _ _ - PROPOSED PAVEMENT cL _ _ __ __ _ _i_ ' ` EXISTING RIGHT OF WAY LINE TO BE VACATED 2.00'PROPOSED RIGHT H ° 00 - U J Q ® - PROPOSED BICYCLE PARKING — r� O C� STALLS v J V J I i- CONNECT ON-SITE WALK - EXISTING RIGHT OF WAY TCONNECT ON-SITE WALK O PUBLIC SIDEWALK SW HAWKS BEARD STREET TO PUBLIC SIDEWALK cot................. .:....._,-.. .2...-........ K...,,,. t n tr .�.-.......- �..._..- .v._�- "k.n.,....,-.-...Sv. ..iL.-. "4.....,,,....... 4i...v.,..- .,,v:R, r s {- Sn 4 • :$ ' .l a....:.:.� ..-.>-..- .....,.......:.....,...,. ,........ -,.,..,� ., � A '.. Y r��..-„-.:::.,.-..-../s_. a .� �. -...S ti+:4. - ;. 1 - t �Aq .- .R yyf• 4 Q' -�..imb�. . -- . le��--. .NMiir--. .— .�s��. .. .4�-1 .��. ,�� I 1 .M.w� --��w.ir, ,—r. �rWO—�--� �I" GM ,w. . .nt',!VW—�—rr OM �� ti di k. SITE N - oTEs .- 1 CONSTRUCT EXTRUDED CURB. EXTRUDED CURB TO BE INSTALLED IN ALL LOCATIONS WHERE CURB IS NOT LOCATED IN 9 INSTALL STANDARD ADA ACCSSIBLE PARKING STALL STRIPING AND SIGNAGE. REFER TO SHEET C701 FOR DETAIL. 4:17.k...1 :!:.:-.::::---" ,.;;. .i. jiii°7' \111!-Ak'-1. 'FRO REFER T r . ; ' iii`°� �:r ' :it. FNT OF SIDEWALK O SHEET C701 FOR DETAIL. - ® . 1I rn' %..�" ? vJ " 1 --"- I I . • • , ,,.....:e, 0 .,,,...__. :-;„:::::.„?,-,:„•-•5:,:-• , ._ .......,0!.-t5:: -.,. ...- - E Lu / ,..,,. ..'.!`:,?:,--*-?..--5,,?.. •-•*--.; ,.::.f'oldlillkii \T-7,40.'- ji Li o, 1 I 2 CONSTRUCT ADA RAMP. REFER TO SHEET 0301 AND C310 FOR PROPOSED GRADES. REFER TO SHEET C7DD FOR DETAIL. 1D INSTALL 4" WIDE PAINTED WHITE STRIPE. PROVIDE TWO (2} COATS OF PAINT. .J r++;;i ,=, :1 ' i I. '_ S��P�D PRO��s/t, r.,. ,• . MA 111,P Foil ,: a z ,,,,, �� NGINEF O,y11 CONSTRUCT CONCRETE PAD FOR BIKE RACKS. REFER TO DETAIL ON SHEET C701.0 3- CONSTRUCT GONGRETE BACK OF WALK CURB. REFER TO SHEET C301 AND C310 FOR GRADES. REFER TO SHEET C701 FOR DETAIL. _ ��:: .. ' ;;4. •: ui:!1 I I II W 65433PE J m ++ d 1!�1i1 111 t'.` I\ AIN y 1. 1:® 1 IBI IB ,8 " �I I I c w 12 CONSTRUCT CONCRETE STAIRS. REFER TO SHEET C301 FOR GRADES. REFER TO ARCHITECTURAL PLANS FOR DETAILS. 11. Wimill - _-� �- - C 4 CONSTRUCT STANDARD CONCRETE SIDEWALK. REFER TO SHEET C700 FOR DETAIL. Irill- MIMI ! 0 GON CONSTRUCT CONCRETE TRANSFORMER PAD. REFER TO SHEET C700 FOR DETAIL, REFER TO ELECTRIC PLAN FOR FURTHER INFORMATION. i 7.1:7-7. -..- 0 <4'k . - <4'kS �5S �\, 5 INSTALL 18" FLOW THROUGH CURB KNOCKOUT. REFER TO SHEET C700 FOR DETAIL. — ® I{ 4 r---:.„...............: ..,.. .. ............. .,r..raiL"iFwiiaii i.. 'ron • �'Z--- _ ',, o 14 PROPOSED CARPORT TO BE CONSTRUCTED AFTER COMPLETION OF PAVING. REFER TO ARCHITECTURAL PLAN FOR FURTHER INFORMATION. 0 EXPIRES: 12/31/16 `' 6 CONSTRUCT AC PAVEMENT SECTION. REFER TO SHEET C700 FOR DETAIL E i Em m m IN i IN ex in mmi '5 ss 15 PROPOSED GARAGE. REFER TO ARCHITECTURAL PLAN FOR FURTHER INFORMATION. L 7 CONSTRUCT ON-SITE STORMWATER TREATMENT SWALE. REFER TO DETAIL ON SHEET C704. KEY MAP Z DATE 1 02/05/2016 <▪ 13 o 19 PROPOSED MONUMENT SIGN. REFER TO ARCHITECTURAL PLAN FOR FURTHER INFORMATION. SCALE: NTS 0 DRAWN I MJZ 8 INSTALL LANDSCAPE SPLIT FACE WALL. REFER TO SHEET C301 AND C310 FOR PROPOSED GRADES. REFER m Li, I MJZ N TO STRUCTURAL SHEETS FOR MORE INFORMATION. 24 CONSTRUCT MONOLITHIC CURB. MONOLITHIC CURB TO BE LOCATED ALONG ALL CURB TIGHT SIDEWALK. REFER TO SHEET C701 FOR DETAIL. CHECKED KSR Ny U 0 PROJECT# 121509510 25 CONSTRUCT CONCRETE WHEEL STOP. SEE DETAIL SHEET C700 SIGNING AND STRIPING CONSTRUCTION NOTES SHEET TITLE 0 i— SITE PLAN N �p .• o 0 INSTALL STOP SIGN. REFER TO DETAIL ON SHEET G701, SHEET NUMBERN �' 2 SCALE: 11'=20' Z d N cu i 0 0207 o 0 20 10 0 20 E LAND USE# SDR 2015-00004 2 LS L° 1- J - c coo O rnN O U 8 E- `� • 1. 11 , L � o� .::.:.,:::,.:,,,.]:::!!!!!!..:!!.i,!,.,!,!,.,.,.,:,.,.!!!!!!;!!;,.;,.!,;,.;,.;,;:.::.;::::-.;::::-.;:;:;-.;:E::::::E.:Q:: ,•an, :g,,,,,,,,,,,,,,,,,,,,,,,,,g,,,,-,,,,,,,,,,,:,::. J rowc ;... „..:(403,04( ..40 „,„. . ..-,<‹..:HiEih:.H.E:.:.i:..:... a 71.'.:l'i.:':.:;'.]..\ /''''.,\ • 4 , - • \ • • --••••--••-••-- ,•A\ \,. '.'.;.,1:,; . LEGEND ti \LTING a ' • r ��1 a --- -- EXISTING BOUNDARY LINE 60.0'ROW: �-, Gp,FtA G- ;. a ° 51 3 KFE- - - EXISTING CENTERLINE .„,:..:..::.].•.:.:. O ::„.:.:,, - - - ° cc --- -- EXISTING RIGHT-OF-WAY LIN IDCbA U --- - - PROPOSED BOUNDARY LINE S 'N'• 37.5'HALF ROW0 \ lit ° 1 6 - I , - - PUBLIC UTILITY EASEMENT • • lik - . I = .. ' a U ..... . . . - EX FENCE LINE I ... ,, . ,. ,_ .• Iya a a ° o ° o ° ° a ° O A AGE LINE_. EX. STORM DRAINAGE o PROPOSED s • GARAGE 9 EX UNDERGROUND SEWER LINE Q LI , c E SANITARY W .t . .- k 67.5' ROW ~ TYPE G1 - GROUND WATER LINE z ] '' f? - EX. UNDERGROUND NATURAL -� a O C C C C GAS LINE Y �' a IT - - - EX- OVERHEAD WIRE .J. a., 0 �a• L I MATCHLINE - SEE SHEET C203 - imimp'# III - • , ' �- - - •"4 - EX CONCRETE SURFACE .} .�4e 14 28 00` 9 4 i f, ; 6LI :.;;;.:::..::.::;;<;:.::,<.:;.::«:.:<.::.:;:>:�:..... .. ::.. SANITARY W R f ,. TYP. TYP. TYP. 10 ::::>::<:::: :::::::::::::::::::: •. ... SE E MANHOLE i . STORM DRAIN MANHOLE 11 ' o R15 Q' - - - - \ [ _ CATCH $ASIN r l o OAR ORT 4 I I : i I I ! I I I I I 68.00' EX. CURB INLET v J I I I 102.00' i ( 1 I _ 8 SPACES 8.5X18.5 I. r 4 TYP. I I 12 SPACES @ 8.5'X18.5' I I 5 I 2 )11� ; : - EX. DITCH INLET TYP. 6 __ . - - - •- - = f... -� \ - EX- FIRE HYDRANT i• s a 5 00 . • rr :1� = 00 . °° 1' WATER VALVE 1.11 EXISTING RIGHT OF WAY LINE TO BE VACATED • + 1 y N 1 I 1 I 4.66' 3 �- F ' 4 95' 0 •_ .4. - EX. STREET LIGHT (COBRA ARM) I , :: :' ' \\ r I 1----i11 _i 1 /- , 1-if Li r 20.0 SET$ACK ..................... I . ....... . . . _ - EX. UTILITY POLE H' tC3:::-Tigi/ :. :: > 17 ' ......... • �� 11 - EX. TRAFFIC SIGNAL POLE 4 TYP. 24 TYP. 25 O ....................... . f :: „. :, (L �' co - EX. SIGN POST Q.. F . r7 1 Q 94' J M x a I I i , f o H - EX. WATER METER BOX R 1 J: //I o 10.92' Lu_ • + 24-00 _ o PROPOSED CURB O C) ~ � � ~ ~ W � r 1.4 I: BLDG 8 = __ Q - PROPOSED LANDSCAPE SPLIT FACE WALL 1 ■ I . Z i a. TYPE A5 w` PROPOSED BUILDING >imm 0 PROPOSED PUBLIC �. • �� 7.00' „ 1 /,; .:::.i::,// 14;3 ":: ::::,STORM EASEMENT a J 15 TYP 6L 0",:::::„::::::::!:,::!:„„.:„„.::.! o- a o a o- PROPOSED FENCE n/ �y !II! ' . .' LL LwL f 1 • -IJi • - PROPOSED CONCRETE 1 {� - , 1 10.00' • Z -1 SPACE @ 10'X18.5' i-z-i-i i/ ..:.i.::,:,;.',:. 6 xO�i�iO� * . PROPOSED WATER �{r• - j /',` TYP111 - QUALITY FACILITY r: Z ., TYP. g 4 chicI„._ PROPOSED PAVEMENT Ci) O 1 , :. 1 1 • r , j >^ tr a f1• l1..1�. . 6ri 5.00. :../ V• - El - PROPOSED BICYCLE PARKING Z W 1 ,'' TYP.i/,' "' , . 2 , . , . r . i S - % . r . . / f . . , , , 1 . . . . _ 4, 1 4.,...,,L., •� • 6 28.30' - 28.09' - d STALLS J_ 20.00 BUILDING SETBA K(TYP.) O • ` , ��=d - - •_ ►.�1i E."t� i��°��t ' .c iv •�i� ��► . — — O Q�� - 8.00'PROPOSED P.U.E.(TYP.) "h','- ,: - w J _ e _ e •_ e.. r• . • • .:.. :� t.. .... .......... si,:-„,,,,,,/,:,;,:i r .: .: �a ::.::-:n.:..v.��,.'�YW+..,Fr,asa�.n�a�w�.�..:_....._.....,.....,....�....� � arNY y�.i- -�6Y.iYf ''''''''''',. ..,SW–w:'''.'.. ' ... ...,,. ...... .. `�v. i / 1i• ,rr+iiaY –....r ��_. �� d. ......T� i.:. ...fir' `.–.�. �..."^.:._s_ ,_. - .::9t:_.A.��.,T t „�:, i. cL ^.,fie+ � \ a 4 e • � --� e -0 '. °,a -• :.'.+..r -'a,� d _ tl � a d . l+,r —L - n 4 4 �n OT 0 • 1 f' TYP•® 0- 2.00'PROPOSED RIGHT-OF-WAY DEDICATION -A„ < PROPOSED PUBLIC STORMWATER -_ _ _._ -_. _ -_ ----- /./..../ � -- ' � Ci) `� ♦ 1 � FACILITY. REFER TO PUBLIC IMPROVEMENT \i 27.0' HALF ROW / Az PLANS FOR DETAIL. \ PROPOSED PUBLIC /�\ / ` } --- - -- STORM EASEMENT • - - - - PROP.52.0'ROW - - T - EXISTING RIGHT OF WAY LINE TO BE VACATED 1 ' 52.0'ROW EX.50.0'ROW I co � SW HAWK'S BEARD STREET .............. ' 1 - ••:,: V • ' S v k �S .�`', •----ir_r —...---_—NMIji: r.t •mmigiIwwNegmm ___ ____ r._�I .11��r Fi. /� �......ra �`�r i J :, - ,rte . '1 -: • .. .....,,..,0.t.,;:.t;.• ;:-...'''' ,........1„•• . 4,... ..,„-, ,,,''''::0,.....,4- _ 'A . \ _,,-..,..:7r7::-..' II CI •-:::,,1:. -.. t ~ i I / i ill , ''' ::: ::,:,' :'. / ..ir V'"--.........:-:,: L:-ii›,-,rdi _ ,. , . : . . '1- i'l _-,_ i :' b i ,..:,___. ..,,,,,:,;,,,:::,.::-:.::...-,i.5...--,i': .:-.:...,-.;::::;-:,--:..::.:-...._.,....,:::;:-----...- _--- •; ,., \.• , 1,,,:ir. -...1,14::::„,!lei,":"......i,,i, ...:, ., 6 Y r,1 0.,...,,,..,„.,„ ,R1,--f._, ", E , V J -- rt a :,..::::•. -,.....„---,;,......A: } ;� �; 1 . SITE NOTES r� ' ` "" _ • „F • �� DPROFEss �S• ' �. ris 'r i 100. ?' `:s,. `� '• Z �C. `\, GN �c� 0# 17 I 1,i,.!. i• Il tet-:19-)iii,., : ,1:. .^ . -, 654 3PE 0 1 CONSTRUCT EXTRUDED CURB. EXTRUDED CURB TO BE INSTALLED IN ALL LOCATIONS WHERE CURB IS NOT LOCATED IN 9 INSTALL STANDARD ADA ACCSSIBLE PARKING STALL STRIPING AND SIGNAGE, REFER TO SHEET C701 FOR DETAIL. - .. l I a? FRONT OF SIDEWALK. REFER TO SHEET C701 FOR DETAIL. i i ti au ui�` s i .i11 ' ! I.:tt� a" I,..;!,1_9112..11_I 1 j I - I 2 iL (7? 2 CONSTRUCT ADA RAMP. REFER TO SHEET C301 AND C310 FOR PROPOSED GRADES. REFER TO SHEET C700 FOR DETAIL. 10 INSTALL 4" WIDE PAINTED WHITE STRIPE. PROVIDE TWO 2 COATS OF PAINT. ;' i! :101111.11. i ..;',. .'114. - EliCio_iit. ..i,„ _____ _ .. ... iii.„..44... . n.z...._,. ! .1-, .e.1, 0 g, "i.c: \,,, 17) 3 CONSTRUCT CONCRETE BACK OF WALK CURB. REFER TO SHEET C301 AND C310 FOR GRADES. REFER TO SHEET C701 FOR DETAIL. 11 CONSTRUCT CONCRETE PAD FOR BIKE RACKS. REFER TO DETAIL ON SHEET C701. __ ck4 S, Y.0% via 12 CONSTRUCT CONCRETE STAIRS. REFER TO SHEET C301 FOR GRADES. REFER TO ARCHITECTURAL PLANS FOR DETAILS. 1 '` m im m mi im m m .. 1� •` ` „--..y• am ExPiREs: 12l31/1s 4 CONSTRUCT STANDARD CONCRETE SIDEWALK. REFER TO SHEET 0700 FOR DETAIL. :' ' Z Co 13 CONSTRUCT CONCRETE TRANSFORMER PAD. REFER TO SHEET C700 FOR DETAIL. REFER TO ELECTRIC PLAN FOR FURTHER INFORMATION. KEY MAP DATE 10210512016 • g 5 INSTALL 18" FLOW THROUGH CURB KNOCKOUT. REFER TO SHEET C700 FOR DETAIL. SCALE: NTS O DRAWN I MJZ a 14 PROPOSED CARPORT TO BE CONSTRUCTED AFTER COMPLETION OF PAVING. REFER TO ARCHITECTURAL PLAN FOR FURTHER INFORMATION. DESIGNED I MJZ s 6 CONSTRUCT AC PAVEMENT SECTION. REFER TO SHEET C700 FOR DETAIL N CHECKED IKSR a 15 PROPOSED GARAGE. REFER TO ARCHITECTURAL PLAN FOR FURTHER INFORMATION. E. E 7 ENGINEERED SPLIT FACE WALL WITH WATERPROOFING. REFER TO STRUCTURAL PLANS FOR PROJECT# 121509510 o a FURTHER INFORMATION. 23 CONSTRUCT ON-SITE STORMWATER TREATMENT SWALE. REFER TO DETAIL ON SHEET C704. SHEET TITLE vo 8 INSTALL LANDSCAPE SPLIT FACE WALL. REFER TO SHEET C301 AND C310 FOR PROPOSED GRADES. SITE PLAN CO, 0 �' REFER TO SHEET C701 FOR DETAIL. 24 CONSTRUCT MONOLITHIC CURB. MONOLITHIC CURB TO BE LOCATED ALONG ALL CURB TIGHT SIDEWALK. REFER TO SHEET C701 FOR DETAIL. o �/•� ci :_ C ) SHEET NUMBER 251 CONSTRUCT CONCRETE WHEEL STOP. SEE DETAIL SHEET 0700SCALE' 1"-20' Z E 0 0208 113 NMI CJ) d o hi 20 10 0 20 U c ii LAND USE# SDR 2015-00004 in 9)17 ''- -- .1 ._- i _ _ _ .,„ in cz) .11.- .'. , 0 N- CN CO / - - a -i -ct ‘3)c 6 // . _____.---- E 12 o RI / 0 - cr) 0 cn ED. rt: -- - -- - - - TW:218.99 iiifle o 1 ' g BW:218.90., --- GO\-'\°v\c*-?' •i'..-7,..r or ..; . ......, .--- -- . _ • ,. . •••• ,..-.._ \A \I 0\NPbc"14,04 sc,V0\--"" 00 ,(-, . .,, .0.c:k• .- 2. . i ,•• c3 11 Cl/ / r•-. - .. / . , . .;-... . ••-• .,,_ •-. - ;..• .: :"' . -'- TW:217.30 BW:217.23 VC- . - , ..., ••:- '-• '" '...•.• „..- loor.....-.""'°°y1C • .. -.::, =:=4„,-----.. TW:216.94 -' ,„. .,,,.....,.- ; BW:216.86 1„;•••.-..At _ ,, 11111.--- -•,:.?; \ii S ::::::::::::,.• „40.,...„.:....,...., .,. 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' 1- \ - l'- • - - - REFER TO CITY OF TIGARD PUBLIC 1 U) / •.• -- TW:206.50 __.,„ . ----......_ , -- • .. • IMPROVEMENT PLANS UNDER A :_.-----,,' / _- . •.,-----. MY 6 ‘ ° 16 , Hik Z AS:E.?.0PE7AN RouAE.,.:.:Emf pCIR0.01 vE ER mFEONRT_slU N."IN G T 0 N • / -- .L.....,-000k._...„ ._, - _,- 4-pk..... • --c! •'.. 1111 _.iiii.0111111111 ,..- - flAili 11111111 1 ••:•.,.. _ ' . _ - - -• 1 2A„,..v , __.; ---- • ,!-' - ---1111111111. _ - •„.......00 .••• -__ __ 7 _ _ _ .._7/. _. _ _ _ .,. . . BLDG,3 ., . BW:205.83 all ript..--_,‘ ...•.... , _, - • .. / ...- -- ' -'-------1.--77:77: .•r'00010.% ..,411410 TYPE A3 fp 1,414; . . c, i . ; - ! ., . . --- ... ... EROSION CONTROL NOTES: B00% 1 -- --- 6'. 111 ',. Ct ..,, , :, . - -- 04 004°.71 :'•::: 1 , 4 rili; 1111.1_,.., \ II °'-): 1 PROPOSED SEDIMENT FENCE -..... -... ..,,.. Os 2 PROPOSED INLET PROTECTION :_, . i , . BW:203,.77 .---,.400/00fiorf.•.,.:. !----7-''.4i!......,_•00."-- --'-'. _.....gat. ‘/FA 0 .c":3-01 ---6 - C. 3,___92 iiii 0 B vv.„ :3,0,13 38 iii It- t2,_,,,...„.___2 ..:1, . • i . VL \-N) 110 ON - - - - - Gsst G\ _,,,,:„' ' ' 2 vv. lb' lam= D -.7- * W"'"- . . ..,••• - . 204 . r . ,L-- .. . ,:, < 0 . ,0 11,2_,,,,i: \-- Tw:203.42 i''• ,,. ,..• NOTE: REFER TO 1200-C PERMIT PLANS - , c. 2°3 • Alibi. .. 12,,g adi • • 1 - , FOR COMPLETE EROSION CONTROL ce • .,. _ ,4•- ..•- •iii..„.1•010P-- - -vpx- , - -i i i -----!. -BLeG 2 in 41 .. ' . lk c , ipP. . -.-.1" -- 1-- - ., INFORMATION )-• 1•000101°Pr'--. .. . . +40°.° TYP 112k3 - -- .,,, 1TO I ' GO` ,,i% '14 H _ I ' - _ \\_\ _ _ • a..,__ _ _ _ _ _ IF._ , :3;4111(1°.°1 41110,00.0e..el'ilL--1 ll'6' 00°Ili *A' 9 ,C-1 LLI Luce) 1 - FFE:203.00 PAVEMENT IN ADA PARKING ARE TO BE W Ell v19'j 100,.\‘{.4110.1111bir...__ - 1 •:• 0 0 . , • ....• TW:202.36 203 ' 2% MAXIMUM SLOPE IN ANY DIRECTION , - FFE:201.00 BW:199.48 It 0 11111....•'"...4-4 \\ \_\_,!•- ‘ R W Z00.29,0 11 Aii, :411 .----, Lk , ill-_-(i- - . ',.'m ; -< >_ ,---"------ U .....-, °-:•)9,00........0.1 °...40 n 1 . 0 v \-- • . „. .... ., _, a. '-c`?„ mi. •. (3 1- . ,_f) i • 11_ wl- _...., , . , _ 1010 Ai -- \ '1 ,, __\_,- •, ,TW-201.44 Illiiih,me Mil -•- -,./7 BW:201.38 lih ____--- --- . 2.3°/b ;•kii ... 1 ' •.--) ,..... - BOUNDARY LINE CI A.,„„ro Z . . -. . --.'-- I,-,'7..; i.11.4 IV::--0*- - .i i_To iiii-'--ir,_-..- - 41 iii Ii ii• '--•-•,, , - ';‘.'••7r.V-- - -11$ OW • ziiik• \ _ 4:0 1‘ lir _ _:\_.__, '. •. V ' . • • .. '' r 1 ill t, m: . i . . 1 - EXISTING CURB LINE < Cn #‘'"4"` 0 ,....... ""..Aliklik 114414-vb- 7.0k, ? C' 4/0 . s: . . -- . ' . ' ' • L ''' . r-- - (-1 II '., . 1 - PROPOSED BUILDING r: L" (9 FFE198.00 li Inlit L 1 BLDG 7- . , . . ME. . , I . 1 _ PROPOSED CONCRETE CURB 0 0 LLI ar . , ,.. - Pi" ' ' BLvG 11, c„ . :-7. .• ' ' "• 01 8, .. limn, , ... . i 14........ , 1 _I CL - PROPOSED STRIPING -I Z 0 0 < if ( Ilithoo TYPL c303 :‘ it • II 10000011:1>1 RI , . _____.--------- 011001101P -mall 1 ;I - - -I ..:.?, , . 7. C.30L----- _ _. 7.. . ' . ._ Tw:A0.00 .441HD %k . ,...... s._,, BW:19_7.16 . , .., , ., l . , . ... 0 ' 0_79/ou ' 1% -- 111 I Y I'L Al • •• - '- . , • •, ,- I - . 0 , 1_ Do_ 101 - EXISTING MAJOR CONTOUR - EXISTING MINOR CONTOUR -I CL = .1 CI .._. A J111 \ , FFE:197.00 3 \‘‘‘ • • •'. ' (11W:198.88 BVV:196.15 -- 460 ,.---H-- I 1 - • • . .__ . 111111- 11-111.111111r1111"- IIII a 1 TW:2 00.0 0 ‘•-• .' ' .:;11!',..:-. .` _ - ' ---- 1 PEI __ _ t,____E_, 1 . 13 L. il 100 10, - PROPOSED MAJOR CONTOUR - PROPOSED MINOR CONTOUR LLI 0 _I 0 91B c) 1 . BW196.38 . • •••' c , A -,, ' -65 1 ' • - - - _ - - - PROPOSED SAWCUT LINE a Cr) I 1- 011 ., •_,., °- ' . , . .:!. .. , a ' ,,, 1 1 FFE200.00 1 LL1--4- 21)1 r i i, _ _ x _ - PROPOSED SEDIMENT FENCE 1 .'7`' BLDI. 6 - ' 0 C-9 - PROPOSED RETAINING VVALL El "V\ - - BVV:195.26 - I FFE:196.00 PPP:197.00 COMMUNITY. 111 • .;7' 2) ,-0< i ri- C304 - I ., < w r--. 4 ,. - EXISTING CONCRETE SURFACE - - - - - - - BUILDING I r FFE:202.00 , / Gk G` :: aoo 1- • RkC- - ',,h • ' ' -------- -_ TYPE AcA 305 : \ ' % 1 .L... - c..o 1- 1,,, _.a p< 1 ,.. ...... . , , „,,,_ < >_ . ______,. DVV.I &80 imm -N IV . c) • . m ,,..,. L 1 .. . - PROPOSED CONCRETE SURFACE 1 \ o 0 1 ‘ \ i VI _ „ • - - 1 .. ... , '- 4(, -:,........_, _ _ 1,77111 GARAGE 5 - PROPOSED LANDSCAPE SURFACE J k ic) i' lir ., . . , , , i 9 Ilk< .. . , - .. GARAGE 9 imd"-- ii i op :. .1 _... TYPE G1 . 1 . ,-c* , 1 1 . 1 I 1 I t OARPORT15 I 1 i__E-1 1 1 _ _ ...1 .•-•-•-•-•• .•••• ••••• - PROPOSED BOTTOM SURFACE OF I _ _ c c c -----• _ - i ' L L _ _ __, _. _ 1 1:--4411,1F: 1••••41 1 2 - - 1 ,0_, __-------------_, - 2 r Iiirfl ••••• r....a......... VVATER DETENTION FACILITY -0-- 4 .11 1? • 794 © 1.1"/) i 95 ' VK --------199, _\* a 1 millpo. - PROPOSED DIRECTIONAL PAVEMENT g E- ir t - 111 (2' " INPPROMIONO~* 1111 ' . ommolomokoMormormo 0 U \ o :: :...:::".: ..::....:: : 0 li MARKINGS LT_ Er 1 Ilhhh- 0O-Ifi-I- n f ...Aim, 0 3 3 ' A ARAnF 7 H 'a - 11 P ENE ' 11111 --- -7-- 7 --pA Rp-;, -;7 7 T - -1144 I/ el 11111 1 . . ...... ..,.............., I ' . . 1111 i 5 Aki - , k ig, Am ..L4.1 r NPL....' t......._m• MEM V r I 18 1 1 ailOk /I / CLU / h.b, . 1r .......•ammo ed Arr. ' 10.1k '.. . II -04 ir MI 1111 - - PROPOSED ADA PARKING STALL -1 i-I'Ll . 1 ! N I , ; I •,. lc; l_cl 141 o m '. . „.4.1 TYP: A2 C30 7 1 1 _ ... FFE:198.00 I - --- _ _ TYP A2 - - - ..._ .... ..., - - _ cr) ci i a . TW:191. • 2.0% -TIP: A e‘- n FFE:196.00 16- • TW:21t40 E ,-"BW:191. ,3,-- ... - • ,, • BW:208.40 - PROPOSED TOP AND BOTTOM OF WALL TN- • r ‘A ' OF 97. MI' ,Jui0 .,_,_ II.:.: Ei _, tEI 1W 19596 BW:195.95 TW:-I V$3.0U t) III- I i < SPOT GRADE Cf) jci •k As'%. ma, um . .••• - • ra 1 -117( TW:190.59e:-.0•1_1061' - . . . _ ._ 4NE (C/0 F-- • I" ' wil .R.Ii&g.,....:MEI 1`:: .--: . NE% gl_ii•lill • _ -__1111.1.11._a ., - ._ •IN ,6, - c.) III 11 I --- ' BW:i 8, 9.50eirraiWil \_S209.96 - PROPOSED SPOT GRADE Z -cs. (<_,:\A cc',9 # __-..F.__....4,--nili : ••:.: :::,_ elle h..,__"vmuummmdll& • • .. .,.. • . • •- :•- • -, ..4 • .,. ,'lak tal a , . . ,_._-.._..,.-.--,:--, - ., .-,,,,•,-,. • -, ..,. -. milli , , i ca -9 't-44- r- i : Eir e'il - allimia.11111. • --. ....m. . IN If I M 1 i i I Mit IN .°• IMM1====.' .....''' ' '"•77 Um. . ;: .d) .4 ._, _. i -EN 1..I ilie m.•owl g 7m...1.111111111111111101` 10111111111"..- ---r-I LLI 65433PE 44- - 1.5% g 1 im,„=-VIIIIIIIiiiimgremowApillillilinilillW± I Mieggig k Lifik •Zr.;:w.-,=7*- 11.1111111111E % I Ihnimik,- 49 itodigingillilinn-r--14t- __7,1%ekil4- 94 IIIITW-198 88 --' gam" _>k - PROPOSED SLOPE ARROW 2 •. MnIPM:.illiiM.....A.... 1111= _ ,•- . •- • ._,. 0 GON 0 r\4* Ab...___41iiiiiiiiiiiaalarmiliWitt:7A674MENAr SIINAZiii• AUMMIIZA•liUMM "i'l ..- -:•' ''e''•• -•• •-ls 'VraliMilMil06111=a./ME2t.a. 61 .4irMgaigEMIEW - - - '----------",n10141 - --- - '' ,---- ----'-------1---- :::'''''' •-. D , ii - BW 19548 - 1" • • , - PROPOSED INLET PROTECTION Ci ''..4.1taG-Mr- .41iiiiing--WIERREW_GiliECIVAIME7ABBErar '4111111MINIEWLMMININIMINIPX2 LINIESP"....ACCESIMAINIiiiiplff.....- -7 N--7 -.... _.. IVIININEENWEINiii ..- ' I ' 0 c.) , El TW 1.9 2.'-;2.1--::---ill -- IRMEPFREORVTECM CE NI TYT P° - ._ - - - rnd-VV:198.48 ' ' - - . _ % -______ __„-- • , -• .., L'7) CI En o , , _ ..._ . _ .,,,,v,„ 193.03 ____. _ _ __ - - - - - - - - - - - Tw--1-1-.84- - '71 - -• ;•••::? -- _ _ ._ _____.4.`',.'•'- ,.- • -....--.--En. ___it,-_ .• +r, SEPARATE COVELARF FTN 01 sG ARu HRN ADD wEP RKU ABs L I C _ _ 1W195.78_ % ' : • : / 1- ;e/4/4,9°. 911\11-Si \r ,z) BW.195,75 . • BW195.48 sm-;,.--..• ------ i90 0 ; • ".-•::- ----_ ---------::" ' ' ,Th BW190.63 II 0 „. BW191.76---. --- --•-••,.._ -,- 7 - - f`glit 4 ..: __ ---3, , ' \.:_-:..-_- - ----:-- " ( ' ,-.-1 TW:191.42 ..„ BW:191.89 EXPIRES 12/31/16 El 0 , ,•:.••• • 1 -4„ (.9 tr, IF-9. / ./ - BEARD STREET IMPROVEMENTS _. . . _-- ..---- • m Q-ij ofriLI ' i:( X X X \,C( ):( 1 EXISTING PUBLIC - --: ci) INO/DETEN8ON FACILITY ,- N I- DESIGNED I MJZ _ ... I _ I 1411 CHECKED 1 KSR - )C( 0 PROJECT# I 21509510 ii , D_i_..... ....11 mi-- SHEET TITLE 1-- DATUM: I- OVERALL GRADING ELEVATION DATUM: CITY OF TIGARD(NGVD 29) (9• :c Cr) BENCHMARK:2"BRASS DISK IN MON. BOX SCALE: 1"=40' CO SHEET NUMBER - zo- N-- BEING SECTION COR 27/28/33/34 1,2 LOCATION: INTERSECTION OF SW CONESTOGA DR. :-..-- E cc:.44 AND SW 125TH AVE. 40 20 0 40 o C300 , U) ELEVATION:240.67 FEET ct ir:i- 15 -(15 0 0_ ir LAND USE# SDR 2015-00004 i EROSION CONTROL NOTES: 2 us o VP, 1 PROPOSED SEDIMENT FENCE JcrIc FD O 2c-U ON 2 PROPOSED INLET PROTECTION p u) ELI I 0 3 GRADE 1% TO SIDEWALK E o (13 - SEE STRUCTURAL PLANS FOR u : 4 GARAGE SLAB ELEVATIONS J ri NOTE: REFER TO 1200-C PERMIT PLANS FOR COMPLETE EROSION CONTROL o INFORMATION - j .+.�• ...,..1..--• ADA NOTE: 0 II W p ' + PAVEMENT IN ADA PARKING ARE TO BE `` -' "•---"` 2% MAXIMUM SLOPE IN ANY DIRECTION 0 I rte,.+ fir. w": / ate:""' PARKING GARAGE NOTE: I { "'" PROVIDED ELEVATIONS IN FRONT OF GARAGE SIGNIFY THE ,� ' i ,.��. Jam,: _�.�-•` •_ ; r;v:r ;w,� ; "i'" PROPOSED ELEVATION FOR ASPHALT ONLY AT THE CENTER OF _ w INDIVIDUAL GARAGE DOORS. CONTRACTOR TO PROVIDE POSITIVE : 4�� ' , I ...--;:-.7" :- . . `` :� DRAINAGE AWAY 1=ROM GARAGE DOORS AND TRANSITION p r� "• �`' ' �--:•,.:••:.:.:•,:;:,::-....- ASPHALT AS NECESSARY BETWEEN GARAGE DOORS, 2 W ••............. "� „+wr .; ,.w LEGEND W a� Cr) ", ,•� �A i I "` , ;yr :::. ' '"' ` v _ - - BOUNDARY LINE I I 27: I� �� :.• '` = �._=�.�` - EXISTING CURB LINE rr -. -r I BUILDING • -� "" j y/ .f; EROSION CONTROL NOTES: o � o 1 SEE STRUCTURAL PLANS FOR v o GARAGE SLAB ELEVATIONS 0 2 rn N 2 PROPOSED INLET PROTECTION 0 co 2 ►`• BOO) 3 GRADE 1% TO SIDEWALK c m 0 NOTE: REFER TO 1200-C PERMIT PLANS J co a FOR COMPLETE EROSION CONTROL INFORMATION w c� ADA NOTE: CV -� r•-- .0'11" ��I :' ,,, 7�� PAVEMENT IN ADA PARKING ARE TO BE El 2% MAXIMUM SLOPE IN ANY DIRECTION �� - 0 �/ :: ...I. PARKING GARAGE NOTE: t '" PROVIDED ELEVATIONS IN FRONT OF GARAGE SIGNIFY THE �- PROPOSED ELEVATION FOR ASPHALT ONLY AT THE CENTER OF I r =° INDIVIDUAL GARAGE DOORS. CONTRACTOR TO PROVIDE POSITIVE o o�� DRAINAGE AWAY FROM GARAGE DOORS AND TRANSITION q 8 03 i" />111c00,011, / ASPHALT AS NECESSARY BETWEEN GARAGE DOORS. z W :" Jam,. 4�;v r 4 0 C I- `" . r ll, : ra l i..®I Ill .a 4,•-- 0 �i p! d - .: ..:'•® - '.l '+ LEGEND aw �7 Yom: : 2, {:<rr � „,-" ' y O12 • - BOUNDARY LINE r / • • - EXISTING CURB LINE / ,: `" �, - - PROPOSED BUILDING .- TW'210 30 . al ") • °.. �• 3:: �p,D - PROPOSED CONCRETE CURB ,.....--.-..--.T. TC'210 04lit �� PROPOSED STRIPING L 4:,. r-. B '209.70 EXISTING MAJOR CONTOURr ,-, . vJ 101 - ,�c�Ot' � r i EXISTING MINOR CONTOUR Y :' • R2Q7.08I1I : -...... .-.. loo PROPOSED MAJOR CONTOUR J >:-- 1 r ,.r .w ,: Y' •yr. .. ;:. :: .r•'^" r.. - - . ..- ` -�P ��.1 _-f'` TC:20 4. - I �o W of PROPOSED MINOR CONTOUR 7 o r C2 9 2 o - - - - i ;: E PROPOSED SAWCUT LINE " r � Mp '' J - PROPOSED SEDIMENT FENCE LLI : ��,wG ED�MpRRD ,,..--''" 1e�4 j Ir TW:210.46 I = --- - X " --"" / ill BW:2Q8.44 PROPOSED RETAINING WALL :.:spv pos ESR TW'208 00 l� U SE RpRG �,SF "� -""`" BW:205.63. -� TC:209.50 V1 ' I- ted. F SGNO -``� ' `41 ' j'.a -. \C:209.05 � Q - EXISTING CONCRETE SURFACE I- S '`- TW:207.46� ��>� ,� TC:210.3841111\70';;,,, ,, :. W 00 93 • - PROPOSED CONCRETE SURFACE -� B :205 QO S205. BC 209.33 I:t ,. "/ • ��7:,. i �% TC:208.22 11, FFE:207-5Q ------------ ....,----• •------ eir. „„--------1„ . ..• .',.',..-..-,-,---- •;._.----'" --- BC:207.72 < 11- = N� xA " r° 4• �,' � \\ ` ;� o PROPOSED LANDSCAPE SURFACE N -41c ...1..°-$.•ri°s° , I 4 TW'2D9 6 1 ° :., :: - r ,^: a •• !I �/ BW:208.10 �•iiiii ' r �•.❖,•.'i - PROPOSED BOTTOM SURFACE OF < O�/ °- :: .. / ' 1••••••••!11 .: -- �� , ,. a/ -r 6010 o WATER DETENTION FACILITY I..L 74 CO c:w :; � TW:205.84 . p � .� • �1 r-- to S 7 20 6 `� 0 TW:206.34 '-'-i-------- BW:203.58 •f ' ,1 i S20 .46 >"-- 0 TW:208.45 - 1 / 0 w::. ::,•-- - BW:202.00 TW:206.44 ." �� - S203.40 BW:205.83 ,✓ 1Et f`' Y'':. , :�'` � BW:202.44 "R203,31 _. . + ..0°. - PROPOSED ADA PARKING STALL W :.: 1 ='' Imk .•w'`A . TW:203.45 - © R205.93 > °' . • - TC:206.65 Z '`` i BW:201.41� :.'' :.....-74-•4"��~ FFE:206.Q0 �/ 1� BC:206.15 0 .° 101_ /.. LLJ ' • ' 5201.95 f .•5,--- „.....---- •5 i I TC:206.00 U. r/ [LI :, .:n .� r I til, BC .50 PROPOSED VALLEY LL z W .,.: - ,`- �, �a• . . •� -- 1 ,� \ BLDG 3 TYPE A3 � 111„.„ rn Q p (�� :..,..-4-:::- � 5203.42 TW:206.05 IC:106.3 os III Q V J � d _„.----•.------- � BW:206.02 ��, BC: :5.81 TC:211.50 - PROPOSED TOP AND BOTTOM OF CURB J dill .:: .:�.; _.....00•S,201110100,,.80 T : 1 BC:211.00 SPOT GRADE L w - :� "�--8201.55 k i BC:202.71 A • ❑ 205 r .,, SEE GRADING DETAIL E ON SHEET C312 SEE s-+DING DETAIL C ON SHEET C311 �, ,. BC:205.2+ • ` TW:211.4D rr � �� S201.38 FOR MORE INFORMATION FOR MORE INFORMATION #0000 o BW:208.40 - PROPOSED TOP AND BOTTOM OF WALL VZ0�� 5201.56 BC:202.63 Illi SPOT GRADE Z Q/ 1 1 losN J I0 ' �� S2Q1.64 S201.63 f � ' i Ct Q Imo • °I , ; 011 �� \ ' \ 5209.96 - PROPOSED SPOT GRADE J - 1 °!o 5201.93III 23°la FFE:203.50 O 1 / ,. SEE Q �'� \ f 1 FOR MOREINFORMATIONNFORMATIONN SHEET C311 1 5% C 0 CD '' 1 !� PROPOSED SLOPE ARROW 205.16 ® P P r n y rIlk' ' • 5202.3: _��` S \ V J 1 TYP, 3 - �� ..... \ \ TC:205.90 ' x= T�.205.82 1 �- �,• %S204.8` , 1 BC:205.40 •-• �L �P� ZoBC:205.32 �� \ PROPOSED INLET PROTECTION `� Q \ 205' �- / SEE GRADING DETAIL D ON SHEET 0311 �• m N ��r 8 / /111- R203.89 r' 1\ C TC:204.75 - ' - TC:204.64 •' 205 O FOR MORE INFORMATION - - - r BC:204.25 BC:204.63 �S202.13 TC:205.04 ' 0 TC204.59 � •v "TC:204.46 .� � TC: : BC:203.71 5204.8 BC:204.54 H S202.27 ' BC:203.96 es TC:202.30 _ : 01.87 4 TC:204.36 S204.43 \ti .i� �� TC:20 :33' BC:203.87 S204.28 FFE:202.00 BC:201.81 TC:202.83 000 _ BC:203,82 •� S203.98 S204.13 ,�_` * ,.- • R202.11 BC:202.83 1 TC:203.46 , BLDG TYPE A3 TC:201.94 BC:202.90 S203.90 111 �� 111114"41-__Ix BG:201.93 T .203.15 \ TC.204.02 - SEE GRADING DETAIL F ON SHEET C312 © , BC. 02.65 �a� \5 W:203.38 , Avt, BC:20 ,4 - - z TC:203.22 1 ,...4„9,11,`"`iFOR MORE INFORMATION S202.1.4 `,-. :202.87 TC:203.11 �,1 .•:; � o $C:2Q2.72 BC:202.61 TC:204.15 ),0p o. ..4t,.,.- r,. :. o -:: • :_ ` \ - :4:202.37 ,,, �;�;;,., ci _ BC:203.65 TC:203.85 - - - Y r TC:2Q2.32 TC:203.01 � BC:201.$7 T.C'-"03.25 BC:202.51 TC:203.211 � BC:203.35 '`` ' 1 BC:201.59 BC:2 2. TC:203.52 '; ;r " :.. . :•. TC:2Q3.25 0 33BC:202.712.7% � T '.:•��:Y".::• - ��"-"".' '- �� o` ��TC:2+2.03 1 5202.30 ��- BC:203.52 a 203 `� I BC:202.55� �Q` BC:20 .60 5202.22TC:203.47 ! R199.91^ r � " J�, ° �� 1 , )1. , TC: +2! } zo2 BC:202.97 I � vir ,� w - S202.07 - - - - " ...c.,,00,-- , \;. �- :201.57 S201.92 i ® � ° r i r' t4 8200.97 0 - .4 lit 201.56' �� 1 \ TC:202.03 S201.77 \°- / 3 • �� . .: o � 1 1 , 1 TC:201.9 / • BC:201.28 1/ TW:203.99 /• � s � 10L.-,;-tv Ion S201.4Q BC:201.3: S201.62 .. �1 ,1 -- t • �i 1 1 1 - / EG BW:200.00 o -rte - �. �, - `-- .. ..- o 1 R� z0 S20 •i.44 1�(P a1113 v t �` / 1 ,C�pQ .1- �� 5201.21 ° G��a .. Tw:200,02 wi 202 p ...:.:."-.,-;-_->'..-•-:-:,-,•••,.,,,,_5... f ' 1� . ''t►r�s /��. : i ,- 1 L Gp,� TC:203.17 TC:203.26 BW:200-01 TC:201.45 -� - - �; ®` 1 _ BC:203.16� a BC:201,45 •a :`. ,i • S200.77 2Q0.99 • BC:202:76 c _ _ ,J.� .'. • '' f o, 10/ ® 1 S201.55 • ,. I _t >♦t i ` � ` \ \--- --. \], S200.54 - - - - ~:. a r I��l�� i v J S200.43 ' 8.0% ;< 10 I ll r r : F�PR17F I- 0nll m ` PE _ ., - 1 i. min u1 , r; Y MI I ' ,:: - c:\ 65433PE'15) 9r 1 MATO I E H EET: 0305 , . . . N w 1 fi _ • - 0 1 �- 1; i-- - - I� a m n+_ h► r 1.:Ws 4 -�;i. a ui 1 11 i I I C POOL TO BE DESIGN BUILD ,': rili r f 0 GaN U 1 • 1.1.177.r .-17-11. ." I1La- �.ii-- 'Al _ M,'' GAY 09: 2 �� O S V. -ii .,, .: 0 EXPIRES:12/31/16 7 KEY MAP Z DATE 102/05/2016 ol rac SCALE NTS 0 DRAWN I MJZ DESIGNED I MJZ C t N Co) CHECKED I KSR d E " D PROJECT# 121509510 n 2DATUM: VWSHEET TITLE 0,1 03 , H GRADING PLAN . ELEVATION UM CITY OF c, :2 BENCHMARK:2T BRASS DISK IN MON.�BOX D 29) Cr) SHEET NUMBER BEING SECTION COR 27/28 1 33/34 LOCATION: INTERSECTION OF SW CONESTOGA DR. SCALE: 1"=20' Z 0 C302 E c AND SW 125TH AVE, r� cn ELEVATION 240 67 FEET 5 20 10 0 20 U n_ LE LAND USE# SDR 2015-00004 EROSION CONTROL NOTES: o N 71 1 PROPOSED SEDIMENT FENCE coo ✓ * ti co J o.)2 PROPOSED INLET PROTECTION C w v,N O c 2 i 3 GRADE 1% TO SIDEWALK 1 ooO) ,_, • 4 SEE STRUCTURAL PLANS FOR = al GARAGE SLAB ELEVATIONS o n. NOTE: REFER TO 1200-C PERMIT PLANS FOR COMPLETE EROSION CONTROL CO INFORMATION N I i i i rr::•. ter,... PAVEMENT IN ADA PARKING ARE TO BE �' 0 �. •• 0 2% MAXIMUM SLOPE IN ANY DIRECTION ..,'''''...'.°°.'..... eR •.. r f`, Thy ;,:;.• ,..„,.....,, ..i.„,„...,i,.:............. ,,,,..., ,,,,; .7..7 _ .,,,. 3 - =fJ' y PARKING GARAGE NOTE: �: yrr r PROVIDED ELEVATIONS IN FRONT OF GARAGE SIGNIFY THE _ \• • • • • PROPOSED ELEVATION FOR ASPHALT ONLY AT THE CENTER OF ! ,, INDIVIDUAL GARAGE DOORS. CONTRACTOR TO PROVIDE POSITIVE o rz° `, N .e ,�'" .�` DRAINAGE AWAY FROM GARAGE DOORS AND TRANSITION 47 0, x .,..,:-,c,..,:„.„.\. �� ..•�" '` • ASPHALT AS NECESSARY BETWEEN GARAGE DOORS. n \ •. .w ti .-;; L ,,,� `' l�%: fi Fri L - '`•-µ•-� LEGEND / ,., ,,,..„.„,- /- ° V, :"t:.: . :.f a • �..�� BOUNDARY LINE ,�;=r - : r,:%'" 4 �j - EXISTING CURB LINE r.r ,ter/' .f,: r• �. PROPOSED BUILDING / , f �..✓ • • „,„,-- „•-•„-- „,,., ,. � *� al !� PROPOSED CONCRETE CURB , ra,,„..;:-.5-" PROPOSED STRIPING Pk0 .,, : ...,=- 44 '..Z..."7#::',:.';:"'"11"... / - �'' R0 TW:203.65 4 .. X5200.89 100 - EXISTING MAJOR CONTOUR / FERR .. • AB # rr ,,:" ` 101 EXISTING MINOR CONTOUR Cr),. w S W:200 49. / �/ J r 2 1. s o od :.r` s cf' a• ' goo - PROPOSED MAJOR CONTOUR { '„.":1'•;•;'' p�NS SYr 00.4 1 ,Y, - #o, - PROPOSED MINOR CONTOUR Z F { 7 SNI N1 \N / N`Yy f TC: 00 1• ,-' 5200.42 -. - - PROPOSED SAWCUT LINE ' OJ�M E �' '• S200.49 w } 1MPR P�GJ�M ..• ` . • :• BC: 99.69 • x PROPOSED SEDIMENT FENCE / �p1M Rp- '+ - �' -• ' TC:199.47 - PROPOSED RETAINING WALL ,...` 03‘-‘"' S �R 5200.24 ' SEEP �GQO SFE +`r,::: ; : BC:198.97 BIN ri�rr'r Yw •' i - o _ ,: ,. � • cykEXISTING CONCRETE SURFACE 1 -1 ,.: 5 '''~ TW:199.79 l III, TC:199.25 �--� • BLDG 2 TYPE A3BW:198.64 . BC:198.90 PROPOSED CONCRETE SURFACE T N:19$ 01 • S199.13 0- • TW 199 54 TC-199 35 . °--`"� BW:197.15 B 96 72: a I'/ S199.15 W f..L /�,..�"`� BC:198.85 PROPOSED LANDSCAPE SURFACE n { ,, '�' v ��..� i R198.14 . TC:199.13 C=IA 1 ' { y^ a 19b �� o FFE:201.00 W '�••••• i - PROPOSED BOTTOM SURFACE OF Q o / a f•�� :- • 111 {n WATER DETENTION FACILITY } BW:19729 . ,_...41,. ' • � •' Ia o 0 • Z • ,,, '``..• ® .- - R196.46 r ' _! PROPOSED ADA PARKING STALL ' I - x y • © TC:198.6$ )111kiltU Z r:::F --` 0BC:198.1$ L . • . / 5198.35 f- �` 4 �� S196.95 • ' 2 -' 1 / S2d� 09 .. w y�r' ` 1 .,:: ® W F�r`rr` TW:197.91 �� C:2 PROPOSED VALLEY z `►ice O x mg BW:197.85 / TC:198.43 . C:2 Q C/ J r .-'`+ �. ��S197.00 © ;, R197.93 BC:197.93 TC:211.50 _ PROPOSED TOP AND BOTTOM OF CURB J CL / 1 SEE GRADING DETAIL G ON SHEET 0312 , /,fit ��i TC:200.33 BC:211.00 SPOT GRADE W A./i/1014 �. . FOR MORE INFORMATION � ;. TC:198.67vs* BC:199.83 J ❑ % BC:198.17 �+ , eL . }r . Lr ' 1�J8.00 1 G 1 TW211.40 PROPOSED TOP AND BOTTOM OF WALL z ^ Z Q err, 9 f1��g�/ TC:199.78 , , BW:208.4Q SPOT GRADE `f r r,:r : ,- 1 TC:198.75 7C:200.17 < 0J } Ct }� ' BLDG 1 ' YPE A4 , S198.58lfr BC:198.25�BC:199.63 00.13 BC.199 67 \ S209.96 - PROPOSED SPOT GRADE ❑ J ------- ..,.. t ,,{' y �` • 1 TC:198.94 `1 / 1.5% 12 O = ''''--:- .',- •,,,, ,t ,r `'y r aIII ,, ' :` BC:198.27 ' R198.61 -----� - PROPOSED SLOPE ARROW f 11 _ I- El- TC:198.56 „I • Cn }.,,, �' p m ;• . ;it BC:198.06� PROPOSED INLET PROTECTION r ` � / TC:158.82leo ----I -- .. v 1 R197.34 ''' Cf C:198.7 • 4 FFE:197.00S 197.71 711* P© .. 5197.92 ' / BC:198.24 `'_ ' o -0 • } •- © S197.62 / TC:198.69 9a------- C7 ` BC:198.19 TC:198.25 O I' ' ��` / 1 / co rJ BC:197.75 n 44• . `i m ! 16110-- s24.5yeT30 t - 2 m11 m Z , S197.20 ° TC:196.53 TC:198-15 .....) g i `1 5197.02 1 _....;: �y .o BC:198.56 BC:197.65 R197.58 Z ' � . = S196.83 z ti Z ` I S196.45 TC:196.25 5196.46 S196.65 o TC:198.05 - * ' o BC:195.75 BC:197.55 Z cn • S196\ ': • .37 yTC:198.44_ : • I 1 ° S196.88 TC:196.12 ° BC:198.39 "7:-.-- :".,;00.',':•.-1.,::::".-,.., �; .=� BC:195co .56 5196.51 ' } .. ` �� M 5196.34 . PLL RAGE . �` BC:197 06 !z i_-/•VII • 0\4 \ .•Ai ..-..-:-.'. :,-,---:...-•-•...,• ....----•' • , • I MO= ' MN= MI= MEM ..,•------ ..<:. I _::_.%..;--- A..;i 1-19-0r- MATCHLINE - SEE SHEET C308 ',.~:... .---;:-.1."• 11011,.- _ ,. - o -"` � 1 1� t '� - 0 12 „,4,:.::.::!E:::::.:1 ----':: :7.--.-. i L:" -,,----":„.\---' lit t'',,, ,...„..1f- =P, li, : --;---------- \ \.,_,_ - vo, ge '• , il - 1 ii. tiii :.. :x ,� , ,.� -,71.11.11, 'I 1---- ��opyo Essi o �� _ i ~� ' Z �C��' �NGlNEF9 O-S IIS- . ., l - 9 _Toil m { ` - . ` 7 II I: III HI ni •I li - �„I_I e 65433PE it Z l _ n m I_ it j I 2i ��: I � II �n NU_ � III• t•.•��jf, f� -� o i•:); 1 410110011 .0. , ., r. ,,,joiloir: Q t: )iII ILII - „•• ,;:,�- •., i - - - - ' . a E 6 c� �+ ❑ EXPIRES:12/31/7 { -6 KEY MAP Z DATE 102/05/2016 0 a SCALE: NTS DRAWN I MJZ co i ` DESIGNED I MJZ N r I N / CHECKED I KSR E PROJECT# 121509510 v a Cr SHEET TITLE N coATUM: CO ELEVATION DATUM' CITY OF TIGARD(NGVD 29) � GRADING PLAN 0 o M BENCHMARK 2" O BRASS DISK IN MON. BOX SHEET NUMBER CA N BEING SECTION N SC1 20 LLOCATION INTERSOEC ION O SW CONESTOGA DR. imi E N AND SW 125TH AVE. r� mommin O C303 ELEVATION:240.67 FEET cr i_ 20 10 0 20 LAND USE# SDR 2015-00004 a Li_ I .0 1.0 0O Nit � EROSION CONTROL NOTES: otoo _ J W 1 PROPOSED SEDIMENT FENCE 03 ai a�F Ci a) L^' r- 2 PROPOSED INLET PROTECTION a O rn NOTE: REFER TO 1200-C PERMIT PLANS FOR COMPLETE EROSION CONTROL E (73 INFORMATION d ADA NOTE: w PAVEMENT IN ADA PARKING ARE TO BE CV 2% MAXIMUM SLOPE IN ANY DIRECTION I-- 0 0 }:#} 0 2 2ia:a•4 PARKING GARAGE NOTE: PROVIDED ELEVATIONS IN FRONT OF GARAGE SIGNIFY THE PROPOSED ELEVATION FOR ASPHALT ONLY AT THE CENTER OF INDIVIDUAL GARAGE DOORS. CONTRACTOR TO PROVIDE POSITIVE o DRAINAGE AWAY FROM GARAGE DOORS AND TRANSITION q 81 r" iiiii MATCHLINE - SEE SHEET 0304 ASPHALT AS NECESSARY BETWEEN GARAGE DOORS. Z P. (”1 7 -7 , a gg 0 TC:207.19 f 1� / r E Bc:206.08 jTTn c11 • - -- LEGEND n :::: a C TC:207.42 C:207.551 I - BOUNDARY LINE o S205.9Q o TC:207.10or- BC:206.92 BC:207.56 I . K . - EXISTING CURB LINE o BC:205.96 ii .... 20s `� 3205.83_5205.88 1 -� PROPOSED BUILDING I S205.78 TC:206.04 TC:205.95 PROPOSED CONCRETE CURB 3205.73 BC:205.y_= BC:205.45 ` II PROPOSED STRIPING TC:206.11 3205.6$ 8205.32 � �• * I I: .• +• . BC:205.65 I I ioa- - - - -- - - EXISTING MAJOR CONTOUR r n "' TC:206.04 TC.205.97 ` `----. 101 -- - EXISTING MINOR CONTOUR v . TC •..• TC:205.82 � x BC:205.54 BC:205.47 �I , �t � .4 �. �$C:205.46 r_F BC:205.32 ` + TC:055.64 ` l!� ioa PROPOSED MAJOR CONTOUR I TC:25IL:. .59 SEE GRADING 5205.96 DETAIL D ON SHEET , BC:205.14 I1.1 '_ I'`: J I 101 PROPOSED MINOR CONTOUR BC:205.10 . _ . .I Z I , ?os / C311 FOR MORE , S205.05 ~ - W I - - - - PROPOSED SAWCUT LINE INFORMATION 5205.96 ° Idi I I .: 1' ] X - PROPOSED SEDIMENT FENCE 5204.96 8205.00 : :: 2 -I •° % 20481EXNG CONCRETE SURFACE2.01° -, Iii 520488zoo:: 1 N -© I . . Z PROPOSEDCONCRETESURFACE TC:205.04 oy, I- k- .1 i: .�- _ aI Z Q BC:204�y n TC:204.71- SEE GRADING DETAIL DON SHEET C312 o I �y. I I - PROPOSED LANDSCAPE SURFACE O. D $C:204.21 I FOR MORE INFORMATION 5203.06 Ii" = I - - - \ 3202.77 I ..- a, ►•ilii+i O S202.64 FFE:203.00 _ ►•••O.•••. PROPOSED BOTTOM SURFACE OF ��// I �" r I ` `�•�'�'�'�' WATER DETENTION FACILITY LL 3203.06 I ` 203 L -- (LU Lr) _ r V I ll �j ry �/ - - - , < >- S203.06 I - PROPOSED ADA PARKING STALL I- I --- c 1- 5203.06 - x w TC:202.89 BC:202.39 H ° I h I & W Z zo2 I TC:202.91 I- - 1_ -aa._ - ■ O .. • BC:202.41 I I x O < I •I / . . . . - PROPOSED VALLEY L.� Z `o _' I �-/ \ o z (� Q O U I -_ ... • opo �� TC:201.72 C 7 I TC:211.50 PROPOSED TOP AND BOTTOM OF CURB J I wH BC:201.70 I BC.211.00 SPOT GRADE w W I TC:203.84 W s TC:203.89 BC:203.84 S2Q3.54lik. TW:21 1.40 PROPOSED TOP AND BOTTOM OF WALL V Z 0 2 iN rC:202.54 s TC:202.44 BW:208.40 1 BC:202.04 BC:201.94 BC:203.05 C) SPOT GRADE Z O W TC:201.98- - - 1 TC:203.63 W BC:201.48j BC:202.96 (203.94) I 0 J TC:202:17 TW:203.90 S209.96 - PROPOSED SPOT GRADE J co BLDG 7 TYPE Al �� < Q ' IY BC:201.67 BW:203.85 (3 O 1.5% C.f.) CD W TC:201.40 TC:203.39 ---� - PROPOSED SLOPE ARROW C� C J = i- Z BC:201.41 n I BC:202.87 .� I •- , • • • !1 TC:202.12 TC:203.76 I 1 cv I �'"` PROPOSED INLET PROTECTION I BC:201.34 R202.10 R202.13 U BC:201.62 BC:203.76 } TC:202.40 :� \_TC:202.36 Q BC:201.90 BC:201.86 \ \çio� U �' 202 I 1-I TC:202.02 R201.49 TC:201.92 • BC:201.52 BC:2d1.42 © -- -- IN I 300.86 �� . �� I •• S200.73 5201.95`'' T8201.42 S201.41 r - _ .+ 3201.22 D ,_ 3200.84 20i •.:'•'' ':!•.:;:>-------- , t I 3200. 7 ! S201.93 >s- i i a , A <�.;: S GfA AIL EET C313 I > \MI FIR MORE 'f�1ATI II ,.. ; cn m SEE GRADING DETAIL K ON SHEET 0313 ► I w I �, 5200.47 L. _ - 1 -1r.:1,1, o I / 5200. 0 FOR MORE INFORMATIONII 4i: I I _ 1\ I - - - - - - - I ° m ' FFE:202.00 � s �. .:,,II:dialarill. 711 WI .- 3200.11 I +�+ , ; � � I 5199.:4 ^' 7 ¢ L = t.1111F1 -:.- -if �� _I 200 k :-' '"'�:'�' 11 adi•� - - - - - - - r 5199 Z I C7 - 5199.8 , '; "! '� �' +� BC:19 . ..,....!-----'00 • i eril.: r. ] I.: 59 n 5200.35 z •• I ' :-e: • •:-• - ..:::, -:• q,..:::::` ,10.11i 1 ~ • • • I - toi 0.38 \ \ \ �- I o I - . •" - --, • 'ice -1 •'=i�+ '� ;0„.„ , .!- 1 -, , ' I I� 1 S200.24 3200 34 300.13 M lk Ai - • ,..., . •. .. •••„,,,, I 1-- .2.5% 3200.28 3.4% -�- • 1 `S`FQ` F`�'`S/Oo I\ a v 3200. 0 .b.- ._° . - - T I I _ ' 1� � 1 it' :I 1 Z mac, ANG l N SFR y9 m I \..S200.51 S200.46 TC:199.63 F I ._ 0 , L. .___ �T J BC:199.63 ;e: Z I I' I ) • k. `� r 1 f: III III III . !i1 fs Pr` i m * im j w Q 654 3PE r TC:200.13 GARAGE 5 TC:20Q41 �- - - F1ii' �_ _ � Iol,99 L 9.66 /01 MI Minn MIMI= L II _ ;.' �II , -I D 0 GON III Minli " ; 1 � n. • • cr) MATCHLINE - SEE SHEET C306 - - - - - - �mm �-�_ „ 0 iN G uS n 5 � 0 EXP I RES: 12/31/16 KEY MAP Z DATE 102/05/2016 oSCALE NTS DRAWN I MJZ `w DESIGNED I MJZ C L U CHECKED I KSR iCi -F1) ,' w E " PROJECT# 121509510 CD• fl-oi <13 ce SHEET TITLE N M. I- GRADING PLAN ELEVATION DATUM: CITY OF TIGARD(NGVD 29) '� O a BENCHMARK: 2"BRASS DISK IN MON. BOX J SHEET NUMBER c � BEING SECTION COR 27128133/34 SCALE: 1°=20' Z c� LOCATION: INTERSECTION OF SW CONESTOGA DR. o C304 E c� AND SW 125TH AVE. __��Inomiim w �= ELEVATION:240.67 FEET cn o 4i 20 10 0 20 eL iL LAND USE# SDR 2015-00004 EROSION CONTROL NOTES: 0. LO E into SEE STRUCTURAL PLANS FOR V It co GARAGE SLAB ELEVATIONS J p.0 OCV 2 PROPOSED INLET PROTECTION 0 ;v ti QO0+ 3 GRADE 1% TO SIDEWALK c c m NOTE: REFER TO 1200-C PERMIT PLANS J 03 0 FOR COMPLETE EROSION CONTROL INFORMATION u) ADA NOTE: o h. PAVEMENT IN ADA PARKING ARE TO BE 0 2% MAXIMUM SLOPE IN ANY DIRECTION 0 1" , , 1 - - o V' o �1 - I ,---, �� , I ��G� 1~ • o I • .A H -� - PARKING GARAGE NOTE: •' "' ' A. \ 07 MATCHLINE - SEE SHEET C302 .` N • _ p 0 COp,R � ' ,. 20 PROVIDED ELEVATIONS IN FRONT OF GARAGE SIGNIFY THE �� CO _ �'� � I mi.,- - LL. . _ 2 I_ -a - PROPOSED ELEVATION FOR ASPHALT ONLY AT THE CENTER OF 051 4 _ - � TC:201.2171 ¢ INDIVIDUAL GARAGE DOORS. CONTRACTOR TO PROVIDE POSITIVE H 1 8200.43 - S201.44 . ca BC:201.20 r _ DRAINAGE AWAY FROM GARAGE DOORS AND TRANSITION • W c r Y - -I ASPHALT AS NECESSARY BETWEEN GARAGE DOORS. 5200.18 �� - TC:201.33 5F ° $.0% IP W 1S20Q.Q3W _ BC:20Q.13 X12 5201.88 • • • TC:2Q1.35 Z �1 0, = Ci _ o pj G BC:200-86 o d w S199.91 TC:2D1.30 GA G\ S202.40 • . • 16 " S201.39 2 v W BC:200.08 _ -\'(P t © 8199.83 BC:200.02 O W �� \ _ TC:2D1.Q3 Tb I PMMIO r a Cn TC:200.85 Zoo TC:2D0.85 �,TC:20Q-94 -°-' • - ' - - - X w c7 BC:199.70• i \ \ Ilk o.C:200.94 _ 8197.89 - LEGEND TC:200.75 y a . TW:202.49 , TC:200.87 C L1.1 TC:199.33 0x0 , BC:200.73VPI - It BW:200.00 SEE ARCHITECTURAL PLANS BBQ• . ' f - BC:199.71 8C:198.83 d Si97.95 FOR DETAILS s'-- - EXOIS�IDNGRGU CURB �, TW:20D.84 2 - I�� LE: -J a _ t = \ BW:198.02 1 - PROPOSED BUILDING TC:199.23 _ - 1 U BC:198.73 TW:200.03 1 1 se • k , TC:200.69 TW:200.00 I- f3 BW:197.27 A - BW:197.16 BC:199-53 PROPOSED CONCRETE CURB ED STRIPING -_�Q 0 1 5195.9Apippi=�` 1 to i" 8195.78 L ` - BC:199.67 - 100--- - - - - EPXISTING G MAJOR CONTOUR TC:198.97 i rs� 5197.16 • '•`�- ., CO �' BC:198.99 ' TC:198.69 % �'a =' ,7 . TC:199.96 4 1% 101 - EXISTING MINOR CONTOUR I BC:198.19 8198.99 \ - +, .. t' BC:199.46 zT- 100 - PROPOSED MAJOR CONTOUR �g ° $- _ TC:199.88 101 - PROPOSED MINOR CONTOUR TW:198.88 '� TW:200.00 "- -; . BC:199.40 O TC:198.59 ` BW:196.15 ''� BW:196.38 - -` - - :.,,r. - - - - - - ` - - •- - _ _ M - - - - PROPOSED SAWCUT LINE 2 _' '� - - U X PROPOSED SEDIMENT FENCE W S197.42ii. , . . TC:199.84 - _ _I- ~^�� :198.77 o . II BC:199.40 y 4 lW PROPOSED RETAINING WALL :198.27- 6_ - 65 . . - - \ o = - EXISTING CONCRETE SURFACE F- 8197.32 • II FFE:200.00 TC:199.83 :198.25 I1 R194.97 2 • BC:199.40 W L1J a - PROPOSED CONCRETE SURFACE 1 _ `' m r• < a. : :198.07 11 BLDG 6 TYPE A4 COMMUNITY �' II S197.12 TW:197.51 11 BW:195.26 I FFE:196.00 FFE:197.00 ,ir . BUILDING ' °�o W - PROPOSED LANDSCAPE SURFACE CL R 1 ;- R R196.63 •-, Z m •'•.•..• O 8196.92 ■ SEE GRADING DETAIL H ON SHEET C313 SEE GRADING DETAIL K ON SHEET C313 ., '.•••••O•' G7 r••••� PROPOSED BOTTOM SURFACE OF S196.72 , I +. FOR MORE INFORMATION SEE GRADING DETAIL I ON SHEET C313 FOR MORE INFORMATION i N.' '••�•.•�•1' WATER DETENTION FACILITYrt co SEE GRADING DETAIL N ON SHEET C314 FOR MORE INFORMATION - .� r n FOR MORE INFORMATION - - .�. U V 5196.52 ¢ri:„._LL © TW:200.00 U /1 0 c/ BW:195.$0 \� TC:198.87 / LL PROPOSED ADA PARKING STALL I i ' - I !� � �' -R-19_8.50- 8198.50 BC:198.87 11.1 TC:19fi.42 S19fi.31 -�'-#-8196.25 _ TW:200.00 :: I C:199.00 i \� • � 8196.70 iger iv\ BW:2Q0.00 C:198.50 Z BC:196.42 ZLI1,.,,,,____ I ' 8196.26 lir • - 17111, I I,'-�� '._.! 02.5%IIIIIMIN �; 8196.61X199.14 8199.82 > O �� • o - d .-Tei-I =1 =I 1 Q�o"`� '-� �■ o Q » -I-I- PROPOSED VALLEY z z �"� TC:198.90 TC:199.76 \ TC:199.00 TC:199.15 rn (� TC:195. 5 BC:198.40 BC:199.26 19. 180:199-55 BC:198.50 BC:19 Q V J O I BC:195. 5 I I I I I I I 1 1 I bu:19:.6$ :C:199.05 8 65 TC:211.50 - PROPOSED TOP AND BOTTOM OF CURB -,„J 1 f TC:196.02 CARPORT,5 In TC.198.25 BC'211.DD .,�„r1 ~ 1 I I I I I I I I I ill� SPOT GRADE 0 W I BC:195.50 BC:198 25 Ill C j_ _ _ _ C C C , . TC:195.91 I I L_ - L - - J - -1- - 1-- �\_ \ - - - h - _L - .e c Ic C I L I LI �\ TW:211.40 PROPOS T �� 11�� 7 BW:208 4D - ED OP AND BOTTOM OF WALL V Z Q TC:195. 2 BC:195.41 I TC:198.83 TC:19 93 SPOT GRADE0 I BC:195. 1 TC:195.75 60:198.16 BC:198 7. .. J I Z Q [] TC: 95.65 BC:195.25 I TC:196.60 071'96.23- - - - - Q T J CL (n BC:� 15 °�° `�' `-4 BC:198.26 r4---__ °\° 60:198.208 5209.96 PROPOSED SPOT GRADE °T *._ \ b SEE GRADING DE aV SHEET 0313 \°�o Q J Q N j --1s5 ° 8197.01 a`' S197.58 FOR MOR RMATION Ct O Ur W SEE GRADING DETAIL 0 ON SHEET 0314 5196.92 S197.20 S197.87 M 1.5% - PROPOSED SLOPE ARROW Z � Cn = FOR MORE INFORMATIO _ _ ` 8198.05/71 - - -. - 4.• - .1.. , 11 n _,:...::. �J\ R1 .65 PGARAGE 7 m 1 - I A TYPE G5 S197.39 HC 5198.02 2 SEE GRADING DETAIL P ON SHEET 0314 _ __ _ _ _ _ �. FOR MORE INFORMATION © Ak._ ' � _� o Mi LINE - SEE SHEET C307 I - -197 \ ■ , . . ;mss::; 8196.28 _-. • • gat 1 • .. 5196.18 - L11 �; �_ �� 1LI , : I IF- _1-11 1 : ■ ' � .'' 01 ■ zu m mil III \ ° , ,...f.;____..- FFE:196.00 FFE:197.00 ....--7------------<:, -. E I - - - LLJ i _J BLDG9TYPEA2 r - - - I X r,. f, - I .....\, - --__ - _' ..1:::: ./ , i i"rr rr y.. ,tii �" r �'Illk 1 J h CD / CDS 0 V2.1 •; 5,:•,::: ',.. --::..:. _..-;:_5:-.::',.......1101 \;,,..,:i-to _di, it---- i ' : H as �' �;,..�; � , <� ''°1110.., \ M 0 ( . (1) �,- ,: • _ _: 0.0. pPROF rdigiall es 1 0101-011111441 F_ 1 is ii ni ui . '.i_ I OM LU Q 65433PE l .: I q � �•; ___� 11 m_ ui : i� � : 1�,� � w �__ it I I C LL !^ 1 - _ ---tet:_ ., +w ice - -��- -- c� 1' it t ( D 0 GUN V s r riiiial 101,717,-. ..-171., 1M 1■ � �� r _ ��' ."-_i.• .... 'f GAY 09. 2�� \. IMP! .. �_ U FG } _ - S. 0 N us ,I . •,,,... �;,m;ti� EXPIRES 12/31/16 .:r s KEY MAP Z DATE 102/05/2016 - SCALE: NTS oDRAWN I MJZ N o DESIGNED I MJZ 17) r , CHECKED I KSR N `J C A'' PROJECT# 121509510 co 03 Mai SHEET TITLE DATUM: Mr ,...t H GRADING PLAN eS -2-2 ELEVATION DATUM: CITY OF TIGARD(NGVD 29) } BENCHMARK:2"BRASS DISK IN MON. BOX Cl) SHEET NUMBER `V `� LOCAONNTERSECTIONOFSWCONESTOGA DR. SCALE: l'=20' Z N AND SW 125TH AVE cn ELEVATION 24p-67 FEET imim o 0345 o a 20 10 0 20 o_ ii_ LAND USE# SDR 2015-00004 EROSION CONTROL NOTES: 2 a o 1 PROPOSED SEDIMENT FENCE v t ti co J � N C W 2 PROPOSED INLET PROTECTION 0 - a22 �ai 00 � 3 GRADE 1% TO SIDEWALK -o FFI=:202.00 a1 ' E _J ..: CD CD - (199.39) I I 4 SEE STRUCTURAL PLANS FOR N i 4 LL N MATCHLINE - SEE SHEET C"06 QEI 209 1. L j = Tw:2Do.88 } GARAGESLABELEVATIONS �9 - I B�� mmilNEN•+ Mi NOTE: REFER TO 1200-C PERMIT PLANS = S200.40 I FOR COMPLETE EROSION CONTROL S200.35 r I i INFORMATION N ITc59 " \ ° 11 I ADA NOTE: BC:199.59 \300.34 5200.38 �\\ L ¢ , PAVEMENT IN ADA PARKING ARE TO BE 0 • 500.51 --S2DD.46 _ TC:199.63 4 2% MAXIMUM SLOPE IN ANY DIRECTION ° o BC:199.63 I � TC:199.86 °;� �� • 3.4/m T - I TW:199.81 } } . O BC:199.36 "e TC:199.52 BW:199.53 I y 4 TC:200.41 BC.199.52 I - I S197.00 I PARKING GARAGE NOTE: SEE GRADING DETAIL K ON SHEET C313 9 FOR MORE INFORMATION T%:200.13 GARAGE TYPE G1 5 BC:199.91 I PROVIDED ELEVATIONS IN FRONT OF GARAGE SIGNIFY THE Be:199.63 TC:20D.09 �` (197.30) PROPOSED ELEVATION FOR ASPHALT ONLY AT THE CENTER OF ` �S199.58 5199.58 BC:199 9 R197.03 I-- - i .0 I I INDIVIDUAL GARAGE DOORS. CONTRACTOR TO PROVIDE POSITIVE - �• ri I I I I DRAINAGE AWAY FROM GARAGE DOORS AND TRANSITION I- TC:198.96 3199.58 199'5$ TC:197.63 © i� a m BC:198.66 TC:199.05 TC:1 gG�o�63 TW'198.69 ASPHALT AS NECESSARY BETWEEN GARAGE DOORS_ BW:198.50 T W a BC:198MIL .88 3199.58 BC:1 9.51 I a, . 0_- 1ss S199y 8� TC:199.06 I 1 _�� TC:198.69 TC:198.73 ~ ,9 BC:197.56 ■ TW:197.54 -: (:)04 r o TC:197.91 TC:197.38 I. I I C BC:197.41 ``' BC:198.19 BC:198.23 3199.58 `` + I BW:197.48 BC:197.38 0 ��° �`- N E. LEGEND w • C7 � -� �� I TC:198.63 8197.65 BC:197.68 - BOUNDARY LINE TC:19 61 - T - 7 - - - - 7 - 7 - -I- - I- - 7 . ., I TC:198.60 U -- TC:197.34 BC:19 11 '�TC:198.65 I� ,'' 2 BC:198.15 I I I I BC:198.10 I - EXISTING CURB LINE / BC:197.34 TC:198 27 I I I I1 TC:197.50 BC:197 77 I TC:198.25 AIRPORT�8 I x - PROPOSED BUILDING 197 % BC-197.00 BC:197.77 I I I TC:198.87 I 8198.10 - PROPOSED CONCRETE CURB • _ - ��- L= = II BC:198.40� - ` e o f S1 5194.6fl ® TC:197.26 •"-N 14197.00 3197.89 �: 3197. 7 " ~� 194.90 W I PROPOSED STRIPING _ \ I goo- - - - - EXISTING MAJOR CONTOUR I C/)/) 3197.47 �� 2 �� .i o W - .. ... i01 - EXISTING MINOR CONTOUR �J J TC:196.77 I • ` 3 " • TW:197.21 BC:196.77 TC:197.40 �` ,/ BW:195.35 , 100 PROPOSED MAJOR CONTOUR I- I-BC:196.90 1 q TC196.61 �� oa �. , '• 101 PROPOSED MINOR CONTOUR �- -k3 s6 j1- 96 72 J 8198'20 I Z - _ - - - PROPOSED SAWCUT LINE I BC:196.72 TW:199.00 I 0 TC:196.53 I SEE GRADING DETAIL L ON SHEET 0313 BW:197.51 x - PROPOSED SEDIMENT FENCE LLJ o BC:196.61 FOR MORE INFORMATION 1 o Z - PROPOSED RETAINING WALL 1 o TC:196.82- I '' N ST N BC:196.49 ll r BLDG 10 TYPE A2 �� I Z I - EXISTING CONCRETE SURFACE H - - - EXPOSED FOUNDATION I I W I I SEE GRADING DETAIL MON SHEET C314 1� S196.07 S192.12 = - PROPOSED CONCRETE SURFACE ^^ _ - - _ FFE:198.00 FOR MORE INFORMATION FFE:199.fl0 v 192 fit - i.._ 1 (192.61) W II !/' + i PROPOSED LANDSCAPE SURFACE �� M TW:197.63 I .-•-.-..- O W TC:195.56 �' Va•••i•i1 .<( U a o 3199.00 BW:194.63 ►��?:!:!:•1 - PROPOSED BOTTOM SURFACE OF BC:194.68 TC:195.81 - I R198.42 i i WATER DETENTION FACILITY W TC:195.23 BC:195.31 _ I y 0 Z U BC:194.35 I - I S196.00 1 "-•.�� 2 I a I t "� (IF TC:194.93 U � � S _ . 81911 (NI .10 I = BC:194.59 illli i -- '' - TW:197.27 11_so ' - PROPOSED ADA PARKING STALL r -- - -- •_ - Bw:194.27 - p.c.?' w Q i ti tS191.45 } 64 LJJ i_ 2 _ - - -- - TW:195.78 TW:198.48 /` TW:198.48 TW:199.D0� I /, 1111111 BW:193.22 BW:195.48 BW:195.48 BW:199.00 _ © I U. w F PROPOSED VALLEY - TW:197.82 o TW:190.93 I TW:190.92 *\� TW:198.88 € Z Q lk. ® © TW:195.73 BW:194.82 BW:191.00 �� BW:191.2� BW:195.88 '_ • h¢ Q BW:192.65- X93 TC 211.50 ,�„� - I BC:211 00 PROPOSED TOP AND BOTTOM OF CURB te , ,..: ,r : _ SPOT GRADE 3190.23 1 TW:211.40 r n . .,. .r: : ; PROPOSED TOP AND BOTTOM OF WALL C� 0 Z 0 • BW 208 40 m 4 �:.� 19� t::a }t •t, SPOT GRADE Z 0 TW:194.93 TW:195.23 �_ ., 0 BW:192.93 BW:192.23 �``�•,. SEE PUBLIC IMPROVEMENT PLANS ° `` �_ X90 / `; ` .'-,‘ • S209.96 PROPOSED SPOT GRADE 09. FOR PROPOSED IMPROVEMENT IN • O /:° U O I SW HAWKS BEARD ST.El `"`... 3189.18 a: � / s`.$ ,.` 1'5% PROPOSED SLOPE ARROW0 Cly I i- S ::: -- - --. - - -- - ---.. _ 4 a ,.�:.';`.;i ' tom x $. E a� Ste, -- -.- -- -- V �`' /YEFT. SEE PUBLIC IMPROVEMENT PLANS ; . -. -; . ; 1�`~ \•`• .° 2 FOR PROPOSED IMPROVEMENT IN SW 135TH AVE, 4. Ai '. ` Vint O ti?.a „II i J ..a__ _.mew .!, Z v <. fir - 1`' 1 :{ - 4 j• .:.:--.."-:'..,,,t1....:,.--:.., :„.„,......). 14" �\ �'• may' - .: :.'.':.. ' .,!.::.:..,---'..,.::, ..-. .....5..;,...„.;.,..-...10 ,..... ....;,..,'0-.A- , : ''..:t Apk,,,,,,. TI+ Svc . : i v� k� - =_�• I,µ :d I 5:.4"x. .'. r'�' w�' � +r r- Q�'. ` I ? .a PROFEs rife.. <{ + �; d1it. _ �� c�'/� ® Ip .c.,3. Z �C� �NGIN�E�, #9 m i . .I, n1110L!!alai. - , r'r ,,15,.... IF " I W 654 3PE z . get . _ _It'll IF .:.1 , I I 2 I.) ,„ ,1 ,.,_I � I *i _i,„.-1101111101 1 II L,..k, Ll_...:_....7.4.1. ..7..„,= ..li U ti"+w..v0 !� _ ❑ EXPIRES: 12/31/16 RIF- UIS^' KEY MAP Z DATE 10210512016 _ = SCALE: NTS o DRAWN IMJZ n DESIGNED I MJZ C L N c / \ r , CHECKED I KSR E '� D PROJECT# 121509510 COCO o- SHEET TITLE A Z DATUM: NV Ct ,, F-- GRADING PLAN . .ct -csELEVATION DATUM: CITY OF TIGARD(NGVD 29) :° BENCHMARK.2" BRASS DISK 1N MON. BOX Ci) SHEET NUMBER N SCALE: 1°=20 BEING SECTION COR 27128!33134 Z LOCATION: INTERSECTION OF SW CONESTOGA DR. O C306 E N AND SW 125TH AVE- 11 cc$ ELEVATION: 24d.57 FEET � 6- 20 10 0 20 U o ai LAND USE# SDR 2015-00004 CL LI: EROSION CONTROL NOTES: . o to 11. 1 PROPOSED SEDIMENT FENCE v* e~ co Ni 2 PROPOSED INLET PROTECTION 0 In O u) ti NOTE: REFER TO 1200-C PERMIT PLANS 1 p 0 cm FOR COMPLETE EROSION CONTROL m c INFORMATION E E ADA NOTE: J MATCHLINE - SEE SHEET C305 PAVEMENT IN ADA PARKING ARE TO BE - �- 2% MAXIMUM SLOPE IN ANY DIRECTION N TI-- ._ _ _ 1 _ __7...___ ___ _._,- ,_ ,� 0 I J O -195 1.1% TC:195.92 TC:195.91 �\� X98\ 8\0 1ga �1% BC:195� �:49e-o6 _ PARKING GARAGE NOTE: TC:195.54 TC:195.90 S196.92 BC:198.06 PROVIDED ELEVATIONS IN FRONT OF GARAGE SIGNIFY THE BC:195.04 , BC:195.57 I PROPOSED ELEVATION FOR ASPHALT ONLY AT THE CENTER OF - - V - - I "" 1 TC:19' .83 I INDIVIDUAL GARAGE DOORS. CONTRACTOR TO PROVIDE POSITIVE 2 � �"'� �' 1 I R194.53 BC:19 .33 ry. \\ 11 ° GARAGE 7 DRAINAGE AWAY FROM GARAGE DOORS AND TRANSITION \ ASPHALT AS NECESSARY BETWEEN GARAGE DOORS. TC:196.91 u TYPE G5 HO ` TC:i97.88 h\,,, TC:i95.24 TC,195.48 I TC:195.91 I I BC:197.Q2 BC:195.22 BC:196.41 No 1116, BC:194.98 � ��m R195.22 BC:195.41 -1g7 # TC:194.26 : �_ � � Z W iil ir _ isi_ �5196.1 1.7 1 .. .. . . _ . S194.56 l� _I ■ 74 1,11 LEGEND 5196.00 I12 �_�� BOUNDARY LINE FI 2 SEE GRADING DETAIL M ON SHEET 0314 �- - EXISTING CURB LINE SEE GRADING DETAIL 0 ON SHEET C312 FOR MORE INFORMATION TC:197.41 TC:196.71 CO �' - . FOR MORE INFORMATION BC:197.39 BC:196.71 - PROPOSED BUILDING CO FFE:196.00 FFE:197.00 cD CO EXPOSED FOUNDATI�'N SEE GRADING DETAIL N ON SHEET C314 . • 1 a PROPOSED CONCRETE CURB U FOR MORE INFORMATION N - PROPOSED STRIPING BLDG 9 TYPE AZ _ _ _ _ _ _100_ __ _ _ __ - EXISTING MAJOR CONTOUR Cl) Eli -W N I W lol - EXISTING MINOR CONTOUR 2 l ' 2 �� L = ioo - PROPOSED MAJOR CONTOUR S194.22 _ LLI 101 - PROPOSED MINOR CONTOUR 7 Cn - FFE:197.00 W - - PROPOSEDSAWCUT LINE L LL1 FFE:196.00 - W S191.59 TW:195.73I‘ LL! TW:195.88 2 TW:196.89 TW:195.73 BW:191.32 U I U} X - PROPOSED SEDIMENT FENCE W . 2 2 BW:192,.._. , .81 BW:193.39 BW:192.84 -TC:195.37 TW:194.65 ' - PROPOSED RETAINING WALL Zy., II BC:195.38 BW:195.03 i z :Ir. lis , : . 7 , EXISTING CONCRETE SURFACE FI U l' R192.10 1: TW:194.56 I U PROPOSED CONCRETE SURFACE , , .___ 1_ • :9 i .,-- , < < EL , : e. I 1§ - .,- •_• 1'==---- `-�`i R191.95 5192.66 PROPOSED LANDSCAPE SURFACE TC:190.84PF -.. - 191 _- BC:190.86 190' , • S192.83 MI R194.58 ..-•-•-••.- O }.a i ' S - Cox R188.86 _ ? • - R191.06 ►.�•�.••�.• PROPOSED BOTTOM SURFACE OF N �I �, - -- ''"'•'•'' WATER DETENTION FACILITY 19'1 I - - ,./..immr........_ ______ ›- 0 .,7� ' I S189.32 r__ a • ir. 4 N I •••.1`� :195.20 PROPOSED ADA PARKING STALL W -- - BW:193.16 .. . ...-.._ Of S190.73 0 & /<,// lli • `.* , • S190.48 /I� Z - - SEE PUBLIC IMPROVEMENT PLANS TW:195.17 TW - -:194.93 H S190.68 1 © FOR PROPOSED IMPROVEMENT IN BW:193.00 BW:192 93 - PROPOSED VALLEY L.L z SW HAWK'S BEARD ST. z TC:2i1.50O PROPOSED TOP AND BOTTOM OF CURB 0 SW HAWIcS. -ARD STREET BC:211.00 J • SPOT GRADE = 4 .�.. . ._... . .. ;.,w...,., y .. :4 a .... ...... `.... h.. . BW 208 40 PROPOSED TOP AND BOTTOM OF WALL V 0 Z �' t ,...., . , .,�. . r �.�.............--- . ... SPOT GRADE X:L. S209.96 PROPOSED SPOT GRADE J CL 1.5. - PROPOSED SLOPE ARROW CD Ci) I F- % •`4 - PROPOSED INLET PROTECTION } 1 m ....,:.,..... .,,.,-,,,,-,.!::::.-_,.,. • z 0 ..,..„,,,,.„.:„.„,..:.:::„.,..:.„...„... , _ .....4,:„:.,..:._,,,,,,,,„,:,..,...„. , ._ .. ......„,,,,...„.„.,...:,,..... .„ ... .,__ E LLIm . ; ;Jam, 1 ,v0,1,: :::',.-•.1.: Vii= LL ::1. ..%-' ' I ~\ ,ii � - t ,t - _1 a F F � � „‘ ,ps 1 ,...-',e'lr,l'.::,.':..••••" .:,,A*..".••. - _,,,•-•:.••••/-1----ct \ ,..J__-•---i-V. 1- :1. o Orf-;:::;-.,e1; ---_11;,,,,e.i .iii - • . :41 s , . F ..„,,,,00„,,,_-_-,1 * _ , �PROF J fl - �F� Ess, '� _ 1� Z GINS . 04, ii co .1111. 1\ ' �Z +II r .--°''r Ii m .iii. � •I i Ili >!� ., I w 65433PE cb E _ _ _ !�` { � __ � n u1 nil �� I 1_ I•:�'1•I� �� m u1 r � !I 1 I 0 GUN .�0 1.4 iii `�';'1�.�1;'T� ' .., r '0, - i� •� 110 D �G off. c� . ' I I .. 4Y 00.2 \. };t .•_•_-_, _ _ "_ -- - -_ _. :ter = _ •y�� U /N S. �U55�� s {ri ❑ EXPIRES:12/31/16 a> KEY MAP Z DATE 102105/2016 SCALE: NTS O cm DRAWN I MJZ N o DESIGNED MJZ IV U CHECKED I KSR !oliiiill:',.. PROJECT# I 21509510 M SHEET TITLE DATUM: Mr N co 0 0 o ELEVATION DATUM: CITY OF TiGARD(NGVD 29)CNI (f)I- GRADING PLAN (NI 2"BRASS DISK IN MON BOX SHEET NUMBER c° LLOCTOEN INTERSECTION ION O SW CONESTOGA DR. SCALE- 1"=20' Z ELEVATION. o C307 E ' AND SW 125TH AVE ELE ON.240.67 FEET / co ti- o 45 20 10 0 20 IT LT LAND USE# SDR 2015-00004 EROSION CONTROL NOTES: o in 1 2o 0 co 1 PROPOSED SEDIMENT FENCE - 0) o 2 PROPOSED INLET PROTECTION 0 Cl) 2 7- oprn 3 GRADE 1% TO SIDEWALK c 1D m 4 SEE STRUCTURAL PLANS FOR 0 C co o GARAGE SLAB ELEVATIONS J 2 a NOTE: REFER TO 1200-C PERMIT PLANS FOR COMPLETE EROSION CONTROL o INFORMATION ti ADA NOTE: 0 PAVEMENT IN ADA PARKING ARE TO BE ❑ 2% MAXIMUM SLOPE IN ANY DIRECTION MATCHLINE - SEE SHEET C303 PARKING GARAGE NOTE: ,--� � ' - PROVIDED ELEVATIONS IN FRONT OF GARAGE SIGNIFY THE 1111111EM 1111• ° TC:195.98 O /� GO-- - LU f PROPOSED ELEVATION FOR ASPHALT ONLY AT THE CENTER OF 7 a.. <IP ]-: �� INDIVIDUAL GARAGE BOORS. CONTRAGTOR TO PROVIDE POSITIVE o * • BC:195.36 C� C� DRAINAGE AWAY FROM GARAGE DOORS AND TRANSITION Q • TC:197.49 w ° TC:195.84 \ SEE GRADING DETAIL H ON SHEET C312 �.- : , • .�.�.. �. ASPHALT AS NECESSARY BETWEEN GARAGE BOORS. 2 W ` BC:195.33 a\° f~ TC:196.60 •• FOR MORE INFORMATION v 1 TC:196.74 z R" \ : 7_,,,.......1 S 195.48 S195.52 BC:196.10 BC:196.74 a H a �m 1 ., TC:196.12 ,y, O r o BC:196.10 1 _..,Iii, I r • 2 LEGEND x �" c7 t TC:195.09 197.40 • '' k' TC:196.67 a fl d o 0 0 o a o BC:196.67 g' BC:195.10 tTC:196.58 - ` 1--- �_� - BOUNDARY LINE 1 .4 TC:196.74 S195.42 S 95 5 �::; TG:194.72 BC.196.63 ' TC:19C•34 1 / TC:196.00 GARAGE 9 TC:196.66 BC:196.24 EXISTING CURB LINE BC:194.22 4 TC,1 .37 TC:197.00 BC:19 .32 4 " TC:194.64 BC:195.51 ass ` 5195.46 TYPE G1 BC:196.36 o BC:1•..87 BC:196.54 �' - PROPOSED BUILDING I" 7 BC194.14 5195.23 S195.92 "' / -T - `� o - N./95...... _ °, CC PROPOSED CONCRETE CURB r° •. R194.05 f TC:19 .11 - PROPOSED STRIPING L i BC:195.06 5195.63 5196.08 TC:1••.87 TC:196.39 BC:19 .fit I a t95 - - T BC:195.06 BC:1.•.53 BC:196.33 - ix - EXISTING MAJOR CONTOUR rn � 5196.20 lai - EXISTING MINOR CONTOUR (+ ) f �QJ ♦ SEE GRADING DETA ' ON SHEET C315 TC:194.37-TC:196.17 100 - PROPOSED MAJOR CONTOUR I---- TC:194.85 FOR MOR' FORMATION O BC:195.67 • 4 ct .... BC:196.08 io, - PROPOSED MINOR CONTOUR Z -*�-� rBC:194.84 r� TC:194.21 TC:19527 PROPOSED SAWCUT LINE I f 5194.00 BC:193.72 �Z°�� " :171"88`- ° `- - - - - - Lli I I _ - - TC:195.43 X PROPOSED SEDIMENT FENCE TC:194.06 r BC:194.94 ` TC:196.14 BC:193.57 TC:194.21 CARfjORT 4 I I TC:195.27 TC:195.90 BC:194.44 PROPOSED RETAINING WALL I • , BC:193.71 ` BC:194.77 BC:195.38 I "'" TC:193.92 © R194.01' I I TC:194.90 1 II TC:195.12_ -f•C 19 ;7 TC:195.21 I TC:194.24 - EXISTING CONCRETE SURFACE 1 BC:194.89 BC:195.13 I BC:194,71 '\‘ 1 eI7 BC:193.42 TC:194.02 I BC:194.76 BC:193.74 TC:193.66 I - BC:194.01� - - - - - - 16-~ \ -- o -- o - PROPOSED CONCRETE SURFACE Ct s LI- CL,/ 934NTC:1g3.87 .,- �.. _ T. �. • ' #> S19 .27 „ 1i )11os` \ 1_ ii i ` BC193.37 0 .-'•, S195.92 �`�° - PROPOSED LANDSCAPE SURFACE I S 192.771 TC:193.89 TC:194.10 • BC:194.10 5194.27 © '• 3 I �� O I BC:193.39 Z Z li S192.66 S192.83 A J ;�;�;�;+;� PROPOSED BOTTOM SURFACE OF ¢ ��// ti 1 WATER DETENTION FAGILITY CK aw 6 2:I 5192.54 \ >" 0 I 44 W Lij f. m • SEE GRADING DETAIL 0 ON SHEET C312 - I �� - / J O ` 1` 0 5192.43 E FOR MORE INFORMATION F O / - PROPOSED ADA PARKING STALL w TW:196.00 CO / O �' S192.32 BW:194.47 U / LIJ Ct W r� q TW:19 .0 Z I W .� /2m ./ 11.e 0 FFE:195.00 BLDG 8 FFE:196.00 6 05193.42 W //<i z U � ur jN BW:196.00 I `� W-' a CO 0 = Tw:191.91 CI TYPE A5 TW:195.99 , N �g� 2 • . - PROPOSED VALLEY z BW:191.83 N° S192.20 TVV:193.03 TW:195.37 Or `/ W Q V J 11 coO M v� TC:192.50 TC:211.5DnWx `I BC:192.31 S192.14 BW:193.03 BW:193.99 , S192.75 W PROPOSED TOP AND BOTTOM OF CURB J TW:196.00 BC:211.00 f - O . A92 _ © BW:196.00 ` SPOT GRADE ❑ L.LI 11 1 `' CO '� TC:192.47 TC:193.03 i V MI 2 2 i r� J 111 7 J 1g� BC:192.18 BC;193.03 1 R192.11iki W �TW:211.40 PROPOSED TOP AND BOTTOM OF WALL V Z ill L�STORM[ ETETI� + POND q J 1.0% IMO z BW:208.4D ! TC:192.42 0 \ SPOT GRADE Z O tc41134%,BUG EAS TINEA T. -:FER TO ��,- c9 BC:191.92 \PUBLIIMPROV 'ME.r P 'NS FOR '190.59 R191.71 5193.35 ,--. = J 1BW:189.50 .■ I ! S191.92 E 1 . j FUR 'ER'1NFc•MATRON I�- © S209.96 PROPOSED SPOT GRADE J CO r • ; ` .�''�iii tll i - Q �. s f 1 . V It __ ---- -- --_ - ,�__,�� X92 1.5% �n rn O t;r 2 �_ , Iti) ` -- -- - - - O •. - PROPOSED SLOPE ARROW 0 ( / Z I- ' . •'T- ./ 5189.70 ` S190.66 i•` PEI 2n. PROPOSED INLET PROTECTION r i tRicf7192 50 '' v-•/ ..' 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TC:196.18 TC: 4..11 TC:194.27 TC:194.41BC:194. 0 C:194. 6 C:195.Q : BC:193.77 BC:193.910Opo0BC:196.18 ) OOTC:194.50 o o t o o 1.2 O c� _� O .. - �.Q% 5.4% �- TC:194.62 TC:194.56 / IN BC:194.62 BC:194.56 TC:194.56 TC:195.97 TC:196.14 BC:194.56 z BC:195.97 BC:195.65 TC:196.09 BC:195.59 W BLDG 9 FFE:196.00 - BLDG 9 \ I- FFE:196.00 .` i: 0BLDG 8 n =FE:196.00 ‘1. < C:L C SCALE: 1"=5' SCALE: 1",5' < O © GRADING DETAIL N 111 0 a GRADING DETAIL C) Ct 0307 SCALE: 1"=5 5 2.5 0 5 C307 C308 SCALE: 1"=5' S 2.5 0 5 l w W z QZ W J 0 D J p CL z 0 Z O Q o a = J Ct W (-) O 0 S 194.83 S194.88 / } m TC:195.25 TC:195.29 TC:195.27 BC:194.96BC:194.79 BC:194.77 TC:195.43 / BC:194.94 {r ;`y Z o O- U TC:195.06 0 BC:194.76 LLI TC:195.20 TC:195.17 BC:194.70 .---...,,,,,,,iBC:194.76 TC:195.87 TC:195.90 BC:195.37 TC:194.68 TC:194.61 TC:194.68 TC:195.15 BC:195.38 - - - - - BC:195.18 BC:194.61 BC:194.68 BC:194.98 v COco �..00000o0 \��,EDPROFEss c, �' �- 0 l0'�C,1.5°/0 o 70 7.0% .' , ►r,--.r: % ` 1,,-,00'nZ ��5 �NGIN�F- �0�90.7% co i coao Q.2%c\if - T 1 , 1�- W 65433PE r- 2 m z C D T :1 2 / \ L 0 GON Q TC:195.00 f IC:194.77Y- TC:194.85/' C 95 3 D U BC:194.91 BC:194.69 BC:194.77 BC:195.27 L M. O 'y s R„ss cD a BLDG 8 EXPIRES: 12/31/16 . FFE:196.00 v SCALE: 1"=5' 15 Z DATE 102/0512016 cu n3 n .2" DRAWN I MJZ 5 2.5 0 5 _ ::;ii ii;:: DESIGNED 1 M2U CHECKED I KSR N � N'C a).. CD PROJECT# 21509510 o ¢ �/ Et SHEET TITLE -65 INF0, GRADING DETAIL .o CO SHEET NUMBER SCALE, 1'1-51 7 0 GRADING DETAIL P O 031 5 o Q2.9T SCALE: 1"=5' S 25 a 5r ,EV LAND USE# SDR 2015-00004 , 1 co N ll co en ci- 0 l � - I " .,,,:„_...ir) ,,> 111► 0 V ti:.,-.W --- • . :1..., . ..:.. � -: * ros-1.1- 01c106110 1011st ‘‘'' B IG 5 o � C401 TY° A3 --V l s/ -- Aii*, oi F = o ___ ___ --- --- ----:-...--- , --if- iiiTh 161:1°1111111:-; cl-\6Pe:llIll:o- ...°°1111 0 g 'P ,,,,,„$.00____ ik _„..._ - osigrol .41 --- ip, ollk _ - , __ __ _ _-- ...iissabs--af.,41141;__ .,,, ? ii,\ \ 1 _ __- - .. . . 7 ____ .,, „ , \la TY"E A3 4.- - 0; - ,,_ j- fir* . ' ...".- ' * '' 1:00011110.' 1 \ ,„, ''‘'. a 00.---- . ' t-;;, ' \ \./ 0 g 0 011 jIAP\ \lii " � �� BLDG 3 �' I I" _j., ..- ---_,--0\--7.-------------- 000 • R / O - .1 �.�'. �... � _/ ;- TYPE A3 � ; .)i... . • 0402 �� - ! :0111 relli-• : 0,... II ,} 0.0.00:;00000H_____ -- _ • . -. pd.:-. - ---- - : c.if•-) taiv 0 ,.. % N, .. illi ' .i, Br, < . . . ... . . ___ ..w. \ _ ,_____ 11, 1 , to r:......_ . 1_ .,. , . ,. _. ' j� .. ` \ \_....\---' -- __.----=--- 91/ -\\(? ' . 0111WAM H '' 'sem. •!"i • , G C �`x1 < 0 c\ � '` s ›— 0 r f... � BL 2 �� sky � Illi ____-____A-- TYP A3 ` �+ �� j. r lIl � . . 1 1 41 Q CL W �� , �Q4 R�11 L y ------------3--- ,�� o I — 0 r r z • p _ �� Abp 1- G� $ ;; , :- - ----- --- • -' 0 w . • 11111 ilk 1 1 GPS' ,1 a s {Ce ~ • tlitele°11.111.1111e . _ lig �i ,, X12 A ••• \71 -0?P - . r� Ct •7-. r- I < , V,ri A 0 4t .4 4- ��. = BLDG 7 ❑ • Fç .D. BL► GC403I t�.. POOL I Y HE Al J Z O Y % ; �' TY. A4 *)1101100 - ' a 4 4 . AA . ,, . _. - J :� • C404 I '. L ., I 1 • . 11 �`� 1 -1 n j • LEGEND: O ClS I i_ \ • • BLD c 6 ! ,.MUNITY -G, w II __�-.,�_` - EXISTING BOUNDARY LINE ,:/ ('j TY P E A4 m ■ cL r EXISTING EASEMENT LINE m rilGP�' G3 Qcp I BUILDING I ^' �, • Q >- I- I w. .._ _ EXISTING CURB LINE 1 _ '( Q . = U - PROPOSED BUILDING FACE v Cr, C7 � 11 C) H "a=1 Vii, • I I immiall .; - I_ - PROPOSED CURB LINE 1 - J — . 111_ _ _ — ! 111111 _ _ , 111 -‹ L— . c.. • MINNIlli .,� ®� ———I _ _ �� J � x ,.m , - PROPOSED STRIPING III I 5 HiflILLI i [ - EXISTINGCONCRETESURFACE �mcc c I c c c c 65 STORMTECH - I PROPOSED CONCRETE SURFACE �MC 3500 CHAMBERS �� — r,s - „ FW FW FW II PF PROVIDING 11,625 CF 1 �� - - �� © _ - - - ss -_ ss - ss p- __ • r _ ❑ - PROPOSED DOUBLE CHECK ASSEMBLY OF STORM WATER I _ _ _ • Qi 1 u w,�.r„ J � �+• M � ;s AND VAULT DETENTION TCRPD T = FT -I ., � - GARAGE 7 HC �. IE All ` T 7 „,,,-0-0-.r,I I ' ` ' , 71 I I j •, PROPOSED DOMESTIC WATER METERLIJ ( - w . `— , — '—`�i TYPE G5 ��_ & _ ��itli®o__ ®.`�I® �.��! ®� ill® - 6)-2 ) 9 nil — �,■ s ��— Illi —,`� ■ --- fill — -Y' — . LL: 0 II PROPOSED SANITARY CLEANOUT ,_ j , D L I _ . - ■ - PROPOSED FIRE HYDRANT a m �� BLS 9 85 STORMTECH L I BLD O PROPOSED REMOTE FIRE DEPARTMENT 0408 BLD !' 8 I I CONNECTION c40 6 MC-3500 CHAMBERS T ' CC I o -- „ �.� �_ _„_ �� ] --PRCr'v'FBff'd�15, F : _. � $ �Lc) ii��I '_ • �P ' A5 • ,�1 . OF STORM WATER O i � � TYP AL - PROPOSED STORM CATCH BASIN � I • • I DETENTION I, - PROPOSED STORM CLEAN OUTco / I I j ®®wb - / I ■ - ..._ J- - I _ �■! O PROPOSED STORM MANHOLE rg:a PROFSS/l M. / I r ■ ■ � �%u �' !I PROPOSED SITE LIGHTINGZ �r1G1N�F� ��9 :J • -i 65 3PE r cl1 x s r } .�� :.. - y�.r -��`- �R. - �•q,,,"�.�. �. �-�-.�-+��-��p.�WW1 *�I .........�.. . t.. �... .� ® �. n 0 5s s em; - PROPOSED TRANSFORMER Iii • :n.,:, :::::n — PROPOSED STORM LINE c ��, 1 --i-7-1-. .� — --r--_-- .•'..» . ,rte ...r r�. �..Y+-.- •—.,7...— ”. rw•.� : ,✓ — — ---,--J--.•` -- _ GUN O•\ ti - - _ ` �-; �' = tom. ss - PROPOSED SANITARY SEWER LINE ✓Ge y o s,�° F n..uva..x.:,,..v.'..: . --.n.:.::v,:•n:•n..nw:: m,x..xvw,w.xw.sv,xvxvw.•.w.vw:,.uvnv...w.w.:.n.x..t .-.... -..:-:.-.rw.x....-w.x-nxw.-nv-:. ,xv,vn , v:vnvn ,vvnve - - — -. 4 m ::xx, ..._.m .v.,,x, tiV XIS STORM INE NV uSS `�. w PROPOSED WATER LINE ry x ' •` „.--. CI EXPIRES 12/31/16 �1 r- �"` "° �..n, T © G - PROPOSED NATURAL GAS SERVICE 0h E - PROPOSED ELECTRIC SERVICE Z DATE 102/05/2016 co ..p 'I ' \ — — - PROPOSED DOMESTIC WATER LINE O DRAWN I MJZ h 1 I l7 NEC _� I y - PROPOSED FIRE WATER LINE L DESIGNED I MJZ s L rnN T 7n 1=x1. TINj; J EXISTING STORM DRAIN 1r ,- CHECKED I KSR N I A PUBLIC STORM WATER `.! i f s: - EXISTING SANITARY SEWER LINE PROJECT# 121509510 01 03 4 ,y sl - EXISTING WATER LINE Ct SHEET TITLE aco cn SCALE. 1"=40' e= - EXISTING GAS LINE I— OVERALL STORM Q .0 Aldilib -'- P. - EXISTING POWER LINE U) SHEET NUMBER 40 20 0 40 Z ff- icl- Mr o 0400 a LE LAND USE# SDR 2015-00004 LEGEND u c9 _. - EXISTING BOUNDARY LINE 3 a2. o (-1 - - LINE :: X :� '"" J/ CA / EXISTING EASEMENT cq w ..., EXISTING CURB LINE c O co :y w •,••••,•••• % .-- �" PROPOSED BUILDING FACE I c ctc : „' `" ..� �' "' �'', - PROPOSED CURB LINE o '� n. "'yam - -. ' :::,.1..... PROPOSED STRIPING �.t r `%` `" y! - EXISTING CONCRETE SURFACE o rte.: M % y- a I -. 7 -+ ,,, -/. �.`` N, ' • + ` i - • ' - PROPOSED CONCRETE SURFACE a �;, "` #`` "` • ' :i�' ❑ - PROPOSED DOUBLE CHECK ASSEMBLY ;,.: : .:" AND VAULT :•.:',!. CI ..7 r:. r^.r` ,,,.,,..,• �,,.M_e"_ �^ •r^•'`+~ ^` A 7 a ' },� ^ ' ...0...„..........,...)........ ` - r""'r i�' - I� I - PROPOSED DOMESTIC WATER METER s�' 0 �.� -7,..1.,„77 • - PROPOSED SANITARY CLEANOUT Jn„r •..;';:''•`,+',,,,.,' ,/, ter .,r•``� �y .....-r``, ^ r.,,..:, `--- 4 f�J " / - er„-.-.-g-3:', f s,= r' // PROPOSED FIRE HYDRANT I • ;:::-'''' „- °'wry �� ,:.• ;�- J - , a�`-�% - I/' 1 ,t - PROPOSED REMOTE FIRE DEPARTMENT Q 0(0 co :,:-` J; CONNECTION c r P►p - _ caN - zt, cz ^' K `"ter 'Y RQ - a �~ ! - '� - - PROPOSED STORM CATCH BASIN a � 3 cV ... " �^ r rr FE�� y � �' ' �1 I PROPOSED STORM CLEAN OUT IIMMIIO r �;a SFr; : �, -'"` LS �., `' 4 _ � 1 I x w C7 (� "{f N` r CJ.GNOL �y 1 PROPOSED STORM MANHOLE '.. 0 REFER TO PUBLIC IMPROVEMENT PLANS ,'•--- "'`�„' Sw 6 1000 W FOR WORK WITHIN HO LS FERRY -.-- 'tel �+! - PROPOSED SITE LIGHTING W RIGHT OF WAY. IMPROVEMENTS SHOWN FOR �© 7 1 SDAD-42 _ INFORMATIpNAI PURPOSES ONLY, ,-'•'``J -- '"`J� ! �� 11 i © PROPOSED TRANSFORMER (1} - ' '. . i�f.. „041..A•....' ® �v.........h - PROPOSED STORM LINE W ' W ` � � '' PROPOSED SANITARY SEWER LINE f'' lk,„::::0;'""'.... 1.----1 1 INE ^'_ �,^^" �+ �� EXISTING STORM DRAIN L W �� • .-;>`------ �� --- Z - '�+ �-� 010, --- w PROPOSED WATER LINE v Z . �,, '.-` : ''` .4 � • • / 5 •� O 8:0 i-P 1 - PROPOSED NATURAL GAS SERVICE I- Tl - • �� @ 1.00°k -``;_: - "£ • ' ! PROPOSED ELECTRIC SERVICE _ _.„,,•0"' BLDG TYPE A3 U r s �`:" 1 PROPOSED DOMESTIC WATER LINE '� ' - /' ` I PROPOSED FIRE WATER LINE '" • - '�' ® ' - EXISTING STORM DRAIN - • �` O 1fi.00LF + ; c •----•--••---••-• EXISTING SANITARY SEWER LINE � .��7: al +i�� E S NGS IT @ 1.00/° . .. • / %� \ i ---------w------w..,......- - EXISTING WATER LINE• I • . .111$071 4 f • - / �eil ' ' ' ......... - : :: : IINE :0 • ' ,. 4 v ��• s^ _ :'' - ,...,..--- . - .: • - oi • .. `� . I 4.76LF 1 0 6-Wir. SDAD O1 � Ro��: {�•.o:,,:,LA_ gos o-k. log' `on .-wv,:Lls O .. _ - /� • @1.00/° 1 „.., Ai% Ili i� Et •• : . .... SDAD-03 © a • ›-0 @ 1.00% Vie % ..,.. +.��4r V .0.6..' '41. V / I Et W I E=204.00 31,85LF 40 a n/ lijw,....4460, 0 8.50LF ,. 0@ 7.89% / / 4 imimi @ 53.88% O )1,1111N, ' .. , '\ ® / ® 3 / I rx SDCB-02 • `i 7.,:-.. . • a I z p � / 43 BLDG TYPE A3 Nov. _ / o , U) 0,/ . ':/ % )3 i A . . . !k I .1 . ICL=� ss I . • , SW HUNTINGTON °� • cD Z 0 © SDAD-04 0 ,a' .. = - I 1 1 o� �. r AVENUE 1 1 O J Q • • / 54.17LF 1 y 4 I O CC 2.D0 of OiliV '''' / �. R 2 ,1 @ 1.00%O / I - : 4 @1.00% `/ G �QQ 1 1' rn) I- I I- . / 1 37.25LF 4 / Y=�, 1 11 1� ' _ F�- , � F 768/° 0 ;, �� .:: . ,\\ 0 m Nli - A .... . „ • . ,. . 14 ; . i 4 f(r..w.n.......10110° o'S°2° a� dillik:: . .,...,. >71, DCVA I WM , O - \ --- SDCB-01--- •• + �7.7 m ,t------' 71:•;„ \11- F� O O A. mia , \ E- Nft _ .,. : - - - ,..#0,,: z 0 MATCHLE - SEES EE 0404- _. . - - - . . .. -P-• r !! r CONSTRUCTION NOTES CATCH BASIN DATA AREA DRAIN DATA CLEANOUT DATA MANHOLE DATA . .:: 1,:-.0 --.::.5:72::::::".5--.- :-." . . �' w -,1 w Cl SDCB-01 SDAD-01 SDCO-27./ SDMH-01 �' <� � '�' �"��~ _ " O INSTALL STANDARD TRAPPED STYLE CATCH BASIN. REFER TO STRUCTURE TABLE „..,.„';:,"::-1-:-.::..'.-411....------• '^• RIM:207.02 RIM:211.16 RIM:211.17 RIM:206.90 7 ,y. a, FOR RIM AND INVERT INFORMATION. REFER TO DETAIL ON SHEET C702. ' ";" ,:`.• ''`` i 1- IE OUT(6"N) =204.02 IE OUT(6"N) =208.14 IE OUT(6"S)=202,21 IE IN(6"N)=201.01 _=T �� rJ o IE OUT(8"5)=200.$1 ,,,;�,,"> ., .�.,;;;;., �� ., �-' 'r rr ■� O2 INSTALL NYLOPLAST 12"AREA DRAIN WITH ATRIUM GRATE. REFER TO STRUCTURE s ,, ' �� , .,� .. SDCB-02 SDAD-02 SDCO-38 ;,, '>� r. 1i,. i i" TABLE FOR RIM AND INVERT INFORMATION. REFER TO DETAIL ON SHEET C704. 1 `.: ..•'•� .. :"--,3'41111111• i!. - ' � ' r.J n.. -. RIM:207.60 RIM:211.35 RIM:20826 P'21 .7= ----' . 'r�r 1r IE OUT(6"N)=204.33 IE OUT(4"S)=209.85 lE IN(6'N)=201.55 s'`� ti �' �1 - O3 INSTALL CLEANOUT. REFER TO STRUCTURE TABLE FOR RIM AND INVERT IE IN(6"W) -201.55 '" ' ' `� , , -'•‘,.* r > - INFORMATION. REFER TO DETAIL ON SHEET C702. SDAD-03 IE OUT 6"S =201.55 ' ''j' 1 ►r•r� . r ". ' 1 it - a, RIM:208.31 ''''''��f,.- �°' r O (4"N) �.. .. ;}.. - EQED PROSES 0 4 INSTALL 48" STORM MANHOLE. REFER TO STRUCTURE TABLE FOR RIM AND INVERT IE OUT 4 N 206.31' 0 't Of J �k Ii- = H �, INFORMATION. REFER TO DETAIL ON SHEET C702. ( ) \ i ,• - Z �S� �N�IN�� `S�Dy o SDAD-04 ( I I ! u� :�i iii.$A......-. r i` " w 654 3PE r 4 O STUB 4" STORM DRAIN GARAGE DOWNSPOUT CONNECTION. It iw ii../RIM:207.67IE OUT(4"S)-205.17 I1 , n rrr! is , : ,ar !•.m:� �Lii! en r1 o O CONNECT WALL FOOTING DRAIN INTO PERIMETER DRAIN If Ali = _ ;:"- ,,... .!•._.m., . - :;� : _i zpi."__ o SDAD-05 _,� 41.1rii ..H- �` :: ✓GO GOo , oy 7 STUB 6" STORM DRAIN AND FOUNDATION BACKWATER CHECK VALVE FOR FOOTING "T "" ''�`�• �r �g �' RIM:207.08 _ .... _ a : 5fc\' 1.7 DRAIN CONNECTION. SEE ARCHITECTURAL PLANS FOR PERIMETER DRAIN INFORMATION IE OUT{4"S)=205 58 '= A. • - �`/� S. Rus Q -Ti . . :.,v Anz:::Np:.-rc�z:>:tiu:,tik'.,.., vzur,v.. ...... ..... ...:;Re ,,,,.. .,.x:o,,, v'aiaaca: 0 ® INSTALL 4" HDPE N-12 PIPE. SDAD-42 I EXPIRES 12/31/16 .y RIM:212.26 9O g INSTALL 6" HDPE N-12 PIPE. DATE 10210512016 a, •,.3 !E OUT(6°W)=209.61 KEY MAP Z 0, O DRAWN I MJZ E 1D INSTALL 8" HDPE N-12 PIPE. SCALE: NTS - _ N `o l ' DESIGNED I MJZ N = 11 INSTALL 12" HDPE N-12 PIPE. CHECKED KSR V m E " D PROJECT# 121509510 22 CONNECT STORM PIPE TO PERIMETER DRAIN. SEE ARCHITECTURAL PLANS FOR cy, 03 in eL PERIMETER DRAIN CONTINUATION4 4:,13 ‘r f: SHEET TITLE F- STORM PLAN N :O (I) SHEET NUMBER SCALE: 1"=20' Z E N CU r . � o C401 o a., 20 10 0 20 E LT_ LAND USE# SDR 2015-00004 LEGEND O 0 '" i' __ _ EXISTING BOUNDARY LINE J r. o r .r<•` - •,,.....7„,..., EXISTING- - - EXISTING EASEMENT LINE as 0 N - a - EXISTING CURB LINE r� ::o : T PROPOSEDBUIDGFACE I:Z. 0) • o PROPOSED CURB LINE '`` STRIPING 1 a- 2. 8.50 F -.�w-� .m M._ -.- �--w. - PROPOSED TRIP RAPD �'„ N. . " ; 1.00°i° .... .� Y EXISTING CONCRETE SURFACE vy - ` • ERR _ - 4 • .,�� ', ce .r ' . . o :: :te r r:: w ; F -- r, �- - •" .. " � :a t r 0 � 0 - • N 1.`� �` OLS • '` . N. : 'r '` ---- CN .- .i► '/ I U PROPOSED CONCRETE SURFACE �` 11 u: :PUBLIC : s _! o ::::: .,, ;. ,�. „�.• N„ :• . +♦ �� / W PROPOSED DOUBLE CHECK ASSEMBLY _..,,,,, .._ • ..:;, ,, ..,.....:„..:::::::i:;,,,;:,..- -, ,J. r. �,,1 „ ....,......, / : ......,, : % � � - r I , W ANDVAULTO „,.. ��, ,::: ;:,: - "` . - PROPOSED DOMESTIC WATER METER - "" �EFER IMPROVEMENT PLANS --- 0 ....,-;"-- ---4111)11111111111)11. e i ` / N:" ',La,. I 1 W16,.::::,:,*:,:.: i- - ,�I, W 0 - PROPOSED SANITARY CLEANOUT�� -` ter::.. RIGHT OF WAY. IMPROVEMENTS SHOWN FOR • . ;.! " l +' 1 1 - PROPOSED FIRE HYDRANT �"� �. - .-`'' �` INFORMATIONAL PURPOSES ONLY. - - / �/ '�,� ; LLJ - PROPOSED REMOTE FIRE DEPARTMENT --1...-.1,-...-L yam, /� �� • 1 1 SDCO-38a sc: �" • - .....- _ � *a I �� r .� ' I V, % O Z w.1 Q3 CONNECTION Q,,../.... :� "I , ,..-- ` .a. tee'° • • .. �• r 1 U PROPOSED STORM CATCH BASIN z 44 Q., -�`" "� �" �,' O 1 Q - PROPOSED STORM CLEAN OUT a a O g 8 -"` • : ! '� - 10 `1 O - PROPOSED STORM MANHOLE X a C7 - IrImow • •f ' • • ' 1 1 - $.:$1:**--...1°.._,.,„ " "`' J I • •e I I ; ,1 PROPOSED SITE LIGHTING .� -�snt''✓ate --- R N-',f; - I �• w - A ,� ��: '©_SDAD-OS ' I Itil - PROPOSED TRANSFORMER .....i..„ r }w.•- ter'-• .' • - .--"•l,�y. ,`-' ...........01.----- fir'•` ' 4% - ...0•°".- ,...." / 9A:SA`h'G'........ ...:.. .......... .... - J PROPOSED STORM LINE - _ • ® , 0 \1 PROPOSED SANITARY SEWER LINE �" • "-r `` • .- :a•� `� ...... 0 �, ✓ 1.10LF O ; - EXISTING STORM DRAIN LINE .�,.•`� ,..,••-•'-'4°.;� . . •:fi•,.,-"•'•.4'• �+�� - _.,,......°1 / @ 0.91% 1� .. Illi011eiell w - - - PROPOSED WATER LINE r n ` • --r 1 - �+ �� •"'• •y BLDG 3 TYPE A3 28.17LF �1 - 0 PROPOSED NATURAL GAS SERVICE M �'� i •i,i ',� 1 ® SDCB-04 1 @ 5.82% O a f 1y E PROPOSED ELECTRIC SERVICE �� .5 .,r ',/ - PROPOSED DOMESTIC WATER LINE Z � ' •� a � °, �..�� / LINE ®:1111001° PROPOSED FIRE WATER W / J W - / I A <;;,-...._..___ . : _ EXISTING STORM DRAIN = 00111 �•-�'•' '� � � O 5DC0-37 SDAD-09 � . , . " 4 - - �I SDAD 10 © Q 11110�� 86.44LF � - EXISTING SANITARY SEWER LINE W / T/' 1101 p1111( @861.44.0517y: 1.05% O - O" 4s s - EXISTING WATER LINE LI 1 ,• < 0- �� 111\i '-V` �e" /: _ �� \ 1 \111pW` <, - EXISTING GAS LINE CK• ' - / • -(368) fln ` 1AW / © �:. l� '1 ,, 1/ \4_______________________--[ I P_. P -, - EXISTING POWER LINEZ / •�\\4 1 L pWQ. D < 0 = 1 8.76LF 1 21.74LF 4 . \ c,-C,Ikr? 1 1 1 � ' SDMH-10 O U @ 1,00%�Q © @ 1.00% 2.00LF eh 1 - p`� 25.18LF �� 1 1 @1.00% L - o I 0 Q I 1 1 @ 2.50% o Ur ,\ Q@'60000 a• 1 IS \IIv �/ IE=198.19 • I 4.1. 41111111 • pW Q 5.00LF CL w BLDG TYPE A3 Milk° �, d IE=199.40 trO a_a; ry , =LLJ W @ 2.07% O 1R pW / �� U) SDAD 11 \ �/ FW r i / G �G1 0 ) < 0 s� ��, a V , ��PI W LL Dez \ / 1 72.84LF 23)258. LF 21.59LF ., . 38.29LF `'� Ur �� DCB-05 ©2.00% O @00% O@2.00% @2.50% W Q W. ,.,,•, c71�� 1 1 i O }F 30LF MHOF- 14 .�'• II 38.89LF IzJ J ❑AV1 ( ° Q -1 1 ......._ �� 0 PS/@2.00% Q ry i� @0.5s/o 2 Z _.....__,..: . - _ ��( 1 1 pW il Q 4 VC �e %%t� • � \....... , . \ \ �~ 0 5.0oLF00% rT . s C < 0 `�� , 1,811 1 22A7L°F p / ��P�G1 �'�I• SDCO 03I Q __ i . - .\ C�+�Qq L@ 2.00/o G��>! . . .¢ �•- • 4 SDAD-17 © o U O *I'll 2.10LF 1 SD \-@ © G� - -i • • 44.37LF RI * Cn % �1 i - 1 �� ° IE-1$7.86 `: , , . @ 2.50% I V J j-- CD r► @ 9457.44/° f 5.00LF O Y . �' r a � y _ pW © o SDCO 04 % • • I • K • • 5`� / � @ 30.00% © SFA.. s >- _.) GS I o .s ® ® �Q� `? F`8dy' @ 2.00° • ' �2 31.25LF I.� a m1� o � @ 2.00%/ i'n I ��I/ ' sliA _.,--- •li W / IE=16 �� II i • • e opI'l O \IIIIIIIIIIIIII:G°\ / =1 SDAD 18 •. • FN / I=ii '' ©ry 14.82LF 3 pW ., .' •Y. • '� �. 'I UQ . @ 4.19% '/ .1 ,' • • .. - - . SDCO-43 a%• i 4 11 : \imm • - . ' . . - '4:1; il - 1 . MATCHL - SEE SHEET C405 : : 0; CONSTRUCTION NOTES CATCH BASIN DATA AREA DRAIN DATA CLEANOUT DATA CLEANOUT DATA MANHOLE DATA 1 , ,.. „: /-s .,. ,. 47'rik '�. I W SDCB-04 SDAD-07 SDCO-37 SDMH-10 ;: :� :J'µ' i � � ,. '`; �� 0 INSTALL STANDARD TRAPPED STYLE CATCH BASIN. REFER TO STRUCTURE TABLE � Q M�it '" "` 'r' - . �, ►.,� !t RIM:205.26 RIM:205.93 RIM: 198.32 RIM:203.46 RIM:205.04 ; f`l � I .r'..'jt.i. FOR RIM AND INVERT INFORMATION. REFER TO DETAIL ON SHEET C702. IE OUT(6"E =202.24 IE OUT(4"W)=204.43 IE IN(12'N)= 197.21 IE OUT(6"W)= 198.62 IE IN{6"N)=200.11 '""` "' �' • " 4" ', 2 INSTALL NYLOPLAST 12"AREA DRAIN WITH ATRIUM GRATE. REFER TO STRUCTURE IE OUT(12"S)= 197.21 IE IN(6"E)=200.11 a' '' ;`'` - Y.1+ ',.-<,-15-;,174"2"."•" + �•, ® - 1 : : -1 _ O SDCB-05 SDAD-08 SDCO-43 " IE OUT(12"S)= 199.91 < .. ;, ;AU", t% , TABLE FOR RIM AND INVERT INFORMATION. REFER TO DETAIL ON SHEET C704. ..-; ;,:.::-_-4...'"--"---7-7,10H _/, � it•°t ,�>">«' :r!. : 'I RIM:201.62 RIM:203.31 I -(149) / RIM: 199 8$ -. \.,.h - �t�$ , . ... r • I r n IE OUT 6"E)= 198.55 IE OUT(4"S) 201.81 RIM:203 00 IE IN(12"N)= 196.59 rr V J 3 INSTALL CLEANOUT. REFER TO STRUCTURE TABLE FOR RIM AND INVERT ( ( ) _ mac "'°,. ' s _ T; w .T I�` • f �D PROF O IE IN(6°E) _ 198.52 IE OUT(12'S)= 196.59 r �. J • ' 5��4 ores INFORMATION. REFER TO DETAIL ON SHEET C702. SDAD-09 IE OUT(6"W) = 198.52 l' '1' '' . 1 Z . GINE�r9 Oy r o RIM: 203.89 - ,_ � :Lim � -�, �.� ... ' �' -9 J 4O INSTALL 48" STORM MANHOLE. REFER TO STRUCTURE TABLE FOR RIM AND INVERT I l4 1 1 '- 1 Ii:IV � I 1 •F rte■ Wr UJZ 654 3PE mI E OUT(4"S)=202.39 Mrd-(368) • • INFORMATION. REFER TO DETAIL ON SHEET C702. ') arm um ■ d � I:im',t 1 n ru 1 1 11 6 RIM: 198.98 : I� � ------ 6 SDAD-10 IE IN(6"E) = 198.40 . B :� I 0 GON U5 STUB 4" STORM DRAIN FOR CARPORT OR GARAGE DOWNSPOUT CONNECTION. : `: ) 11010 10o RIM: 201.59 IE OUT(6"S)= 198.40 . F�� - . .. •••„^ [1110111.01ii A;'_ • r..._. •:._Ra �f ✓�1 r 09 '-t N, c I E OUT(4"S)=200.09 4 ° !1•1f 1 _ �>.... U �k (C, 1n O CONNECT WALL FOOTING DRAIN INTO PERIMETER DRAIN 08 SDCO 38 ' a SDAD-11 RIM:207.36 x _ ;�. S R /N uSS ' 'ft•ZC+oUo°tW4O •1tZ:7. .. :•vti�Y:rb^t,:M. O c� 7 STUB 6" STORM DRAIN AND FOUNDATION BACKWATER CHECK VALVE FOR FOOTING >: . ..•:.. -_4.. : fi. EXPIRES:12/31/16 O DRAIN CONNECTION. SEE ARCHITECTURAL PLANS FOR PERIMETER DRAIN INFORMATION RIM:200.97 IE OUT(6"S)=201.02 +,Y s �k ,. ❑ 5 IE OUT(4S) = 198.10 SDCO-03 KEY MAP Z DATE 1 02/05/2016 coO INSTALL 4" HDPE N-12 PIPE. RIM:202.37 0 70 IE IN (12"N)= 198.32 SCALE: NTS DRAWN I MJZ Zr) s2 O INSTALL 6" HDPE N-12 PIPE- "- IE IN(4"W)= 198.32 DESIGNED I MJZ iv 10 IE OUT(12"S)= 198.32 / \ r`.J, CHECKED I KSR c INSTALL 8" HDPE N-12 PIPE. a . SDCO-04 ` D PROJECT# 121509510 cots 11 INSTALL 12" HDPE N 12 PIPE. RIM:201.38 SHEET TITLE CV co IE IN (6"N)= 196.81 STORM PLAN 22 CONNECT STORM PIPE TO PERIMETER DRAIN. SEE ARCHITECTURAL PLANS FOR IE IN(6"E)= 196,81 V. N o CONTINUATION IE OUT(8"W) = 196.81 (/) SHEET NUMBER N . SCALE: 1".20` Z CL. 6 C402 5 6 20 10 0 20 u_ LAND USE# SDR 2015-00004 r �� \ :,. - ,a'','r .w�-� �' LEGEND p NI co �� ` + t.:.:;-,-,-- -------.`� �'` �'�� - EXISTING BOUNDARY LINE v o F, a .,, __..-- J • s# a .- .- = - - - EXISTING EASEMENT LINE s+ o N \ •• 2: `�` ,� ' tel •'` irs" r`'' .r..... ,.{"`r ► r .. '9 Q ++ cm 1• • • w~ `"".` '•`' Vis`" „�' i • -.� (�} .,� ,* ,,,� ....-��-� mss: -- ;: �� • 4 17.-� - EXISTING CURB LINE o r� y . W; :F" < - PROPOSED BUILDING FACE o cr) a i r'" �, - ` rte,.• r;r" +; C o fir: �, ,~Y �, - SS i ;t;• x `'' �.: �'` �.,; :£'" :d ``, '/ PROPOSED CURB LINE m a E �` i x�� :. ,- ,.. :.,.,.,. v..,.aw.v.v x PROPOSED STRIPING Ja , . y=' i ,r• `r'`` m"' ,�;{ �►, , e' - EXISTING CONCRETE SURFACE to " .,r'` ""' S f +',. ��f 11 �_ AP <;` 4: , 'I/ PROPOSED CONCRETE SURFACE 7 ;f0 ,_ r � ,.: .-- „. fr LS FE - ` SDAD-12 ''' ; Q�' " " a a• ,-�' I (V ❑ - PROPOSED DOUBLE CHECK ASSEMBLY <. SGN 00111.- AND VAULT O F _ T.T.' . •• Yr r �. 7 x PROPOSED DOMESTIC WATER METER f ref 1r '•• ; . .` ��`' `�. e. •r • r „ ' '_. - ,�"- „_, �:ti ' 47.41LF Q �- '/ .� ® w a - PROPOSED SANITARY CLEANOUT N:g'::.. ` �e` t �- : . @ 1.00% Fw : • ` f ter: • t ' BLDG TY f' �` �. '' Z - PROPOSED FIRE HYDRANT -'...--`-•• ••' ' REFER TO PUBLIC IMPROVEMENT PLANS -•'°' .: 4' . • / O 36.53LF Y ° w - PROPOSED REMOTE FIRE DEPARTMENT o .,•-•:,-•;"2-2-. 1 FOR WORK WITHIN SCROLLS FERRY x SDCO 33 ' @ 1.00/° o m 4 © ��' 14.12LF CONNECTION Q � -''"- RIGHT OF WAY. IMPROVEMENTS SHOWN FOR ' It '" ? ''"+r INFORMATIONAL PURPOSES ONLY. • I \ @ 1.00% - PROPOSED STORM CATCH BASIN z W 1 o F • Q z K,,: r SDCO-40 L1J .4 >� m r � • } ��-s �� ,. .. . - .�/ / Q z 0 - PROPOSED STORM CLEAN OUT O- - - \ <11 O is • '' f � �' t 0 `,* • �/ _ - PROPOSED STORM MANHOLE x O f. / I ' Q } PROPOSED SITE LIGHTING %'`''' ; �` , Q hi - PROPOSED TRANSFORMER 01 :moo- .: PROPOSED STORM LINE ® I I `� \ s 17.10F PROPOSED SANITARY SEWER LINE { I . . . / / i ' ,-•••••" * .. .. iii 'i, @ 20 $2% �`_ p ss ,),,.. i # Fes" : d IE=196,05 ® - EXISTING STORM BRAIN LINE .•. { ,.• f 15 23 F • % rn 43.69 F v f``' ? `� " • '� '• /� @ 2 % @ 9758.33% @ 1.37% O ° _ ® S`� W -........ - PROPOSED WATER LINE V J ' ,,, ., r f • • • '' ® G - PROPOSED NATURAL GAS SERVICE ._, " '' / : / 4004C7. • SDAD-14 © / ® E PROPOSED ELECTRIC SERVICE / 7 �� PROPOSED DOMESTIC WATER LINE ,: Ff� i ti •�.,- / j SDAD-13 3$'65 of a PROPOSED FIRE WATER LINE --' �s / 1 © @ 0.50/° O s ,.. ..:•• _ :•." fW :." ryf., % . V .0 I O Dpi -137------- - EXISTING STORM DRAIN ,... f r ''� / I s, �. SEWER LINE .� ��` EXISTING SANITARY ..,---•` ,c: } ,„-•••-•-''''. / / SDCB-07 67.51 LF ! f-',, 1 • a / BLDG 1 ' YPE A4 O ° . @ 2.89% O w w - EXISTING WATER LINE .£ SDAD-15 IF ,} �f` : t # \ © ` �� ` �w o9 .....°". Y - EXISTING GAS LINE et 1 1 ,, ,,,,,,,,,,,,,,, EXISTING POWER LINE < CL / •. 1 • W 20.46LF O� ,,F :: \ \ `� y/ Vi cn / @ 7.67% • • SDAD-160 4 <:i O. O 3• .50LF ''� . r_ ,----- / SDCB-O6 >-I V . • @ -98.39% ' /- ss 4: I 50.09LF a�' / 59.4OLF° ,� �/' 4 � @ 0.77% @ 0.77/0 1..1_•• \ \ R r i API SDMH 02 w , 1 - 15-39LF / QT u7\ . . • Z • .,..4:r :i` 1SDCO 31 f ° 1 \•••••••111116. �� ';..._.:1\ } lig% /+ , '@i0.000......0.77/° - © SDCO-32 U L.L ,.i • ti S.00LF i' . 4.-. • 1 a' W z 1..✓L 0 ti z a • k 1 @ lO.BD% / 74.37LF l 7:i nnF C = Q LLJ : ' ( Nil@ 0.50°/n i �" © SDAD-33 © ❑• �Q{'E�� 2D.5DLF LJJ ❑.�R '}';? i p.. �_ O �� Gp �G3 v @ 2.73% � 10.97LF W zp o 1 -- \ \C r �� c c� C� 1.{lD% O Q #r `;(' I 1 \ • SDMH-09 IE=193.63TO • ¢ w J 0 >: : • - - - 75.87LF O SDCB-08 < Et IL DCDA I @ 0.47% 1 C7 W 1 t f K ij, 15.00LF I Z 0 UQ g - It - O @ 2.87/° ii IE=193.47 J I- 0 _0 � I �� SDCB-Gt1 - . © = Cl.) ( ) I F- • }j( I s 1 .. 0 SDCB-09 I I Q m i 'A�' O 50.72LF° � } @ 0.50/° GARAGE 9 °. TYPE G1 s: 44.69LF c - 7 - - - - -1` . 1111,� @0.50% • s 42.69LF • �-� 11 - I '• @ 0.52% /./. / IIII ___ ` L � � ' DA MATCHLINE - SEE SH SET C406 �� , z 0 o_ E U CONSTRUCTION NOTES CATCH BASIN DATA AREA DRAIN DATA AREA DRAIN DATA MANHOLE DATA co a 0 INSTALL STANDARD TRAPPED STYLE CATCH BASIN. REFER TO STRUCTURE TABLE SDCB-06 SDAD-12 SDCO-32 SDMH-02 FOR RIM AND INVERT INFORMATION. REFER TO DETAIL ON SHEET C702. RIM: 198.43 RIM:200.26 RIM: 197.31 RIM: 198.61 u, IE OUT(6"N)= 195.33 IE OUT(4"S) = 198.76 IE IN(6"S)=193.48 IE IN(8°E)= 192.30 0 OINSTALL NYLOPLAST 12"AREA DRAIN WITH ATRIUM GRATE. REFER TO STRUCTURE IE IN(6"N), 193.48 IE IN (6"NW)= 192.30 TABLE FOR RIM AND INVERT INFORMATION. REFER TO DETAIL ON SHEET C704. SDCB-07 SDAD-13 IE OUT(8"W)= 193.48 IE OUT(12''S)= 192.10 RIM: 197.96 RIM: 198.33 33 INSTALL CLEANOUT. REFER TO STRUCTURE TABLE FOR RIM AND INVERT IE OUT(6"S) = 193.94 IE OUT(4"E) = 195.00 :0=33 SDMH-09 INFORMATION. REFER TO DETAIL ON SHEET C702. RIM: 198.68 RIM: 196.26 " ^:y-,� 1- SDCB-08 - SDAD-14 IE IN(6"W).193.93 IE IN(8"E) = 192.90 CO rn 4 O INSTALL 48" STORM MANHOLE. REFER TO STRUCTURE TABLE FOR RIM AND INVERT RIM: 197.10 RIM: 198.14 IE IN(4"S)=193.93 IE IN (6"W) = 192.90 .;:- �•. :- ' 6 IE OUT 6"N = 194.04 IE OUT 4"N = 197,14 IE OUT(6"E)= 193.93 IE OUT(12'S), 192.70 ` "- I' d PROF INFORMATION. REFER TO DETAIL ON SHEET C702. ( )- ( ) ( }- ..4-777.--: ,,.„--- Z - �� / �F-� Ess 1 %� z ��S ANG4NEe„, X04, o O STUB 4" STORM DRAIN GARAGE DOWNSPOUT CONNECTION. SDCB 09 ✓ SDAD 15 SDCO 34 . `- IQ 65433E -7:.... m RIM: 194.05 RIM: 19646 REM: 199.20 , :.-.:^ .-,... � „, ® \aw.. - IUJ M 66 CONNECT WALL FOOTING DRAIN INTO PERIMETER DRAIN IE OUT(6"E)= 192.71 IE OUT(6"E) = 194.96 IE IN(6"NW) = 193.09 - r oIE IN(6"NE)= 192.71 „,„.,"'..e-'-:;-:." ':-:...-..' "___. -` . '� .--,---`449 ■� I 0 GON "? SDCB-G11 •/ SDAD-16 IE OUT(6'SE)= 193 09 4e 1. d,..---.:B.. ,G o O STUB 6" STORM DRAIN AND FOUNDATION BACKWATER CHECK VALVE FOR FOOTING - 1 Y 2' \, u RIM: 196.53 RIM: 197.34 41 _� . r �.: �!! ' .y_ U /fF` 09: cc\, DRAIN CONNECTION. SEE ARCHITECTURAL PLANS FOR PERIMETER DRAIN INFORMATION IE OUT(6"N) = 193.45 IE OUT(4"S)- 193.73 SDCO 40 :a:!:',11. .'.:,----' �,/ ` :�1�i r ®_ /N S. X115 o RIM:200.25 1 - --- /% 1- r = �' : " I '` 0 0 8 INSTALL 4" HDPE N-1 2 PIPE. ,. - / iiik\ � - �� _- ;;� 0 O IE OUT(6 SW) = 192.85 ;nr - ,, i � =�•�► !; :. .; I 0 EXPIRES:12/31/16 O INSTALL 6" HDPE N-12 PIPE. " IDCO-3l s,k),cap ..t p/A -ii t '� _ - E .I � � - �> -` � 1;��• �� " � '�`•,°" �ip � - � � Z DATE 102105!2016 ,, 10 INSTALL 8" HDPE N-12 PIPE.ca O I i - ® :. i- ti, 1 ! O DRAWN I MJZ I `® n mr� "..uu��m :n mi 1 f ® DESIGNED I MJZ ct; .12s 11 INSTALL 12" • HDPE N-12 PIPE. FW / \ I�. II n OM in„._, 1 .a! 1:-1iW,i s: ql :11 111 lr .1 CHECKED I KSR , ' tF F _ .- �. -1 4=- r_._�.� 4� 22 CONNECT STORM PIPE TO PERIMETER DRAIN. SEE ARCHITECTURAL PLANS FOR " } ( iI •} D PROJECT# 121509510 Ce PERIMETER DRAIN CONTINUATION s . i ` I _ O ,$ - e, ,,,,,m,..77-,,,,-,,,....,:„..,.. l.•�.r-•tR.-.r.--�........: �_-.. -Iri :I� .,- .-,e,,.,f .,,�.,� :at ;. SHEET ' � PLAN ,' '4R:A0.4251`:s�:-r� -•x. .. .nxy:^Y�`i�2¢:�h.'•4it�h',',3R4�:"h77 . � ''CC'SC+`iaa`�{[ Q „�:., v f ) SHEET HE STORM :N €:£ cf i LJ7J " SCALE: 1"=20' Z KEY MAP 0 C403 .. r!„ a g 6 20 10 0 24 SCALE: NTS LAND USE# SDP 2015-00004 LEGEND C) o i-...--NMS - EXISTING BOUNDARY LINE V rn CD co CD - EXISTING EASEMENT LINE J ..__..•..-•-.-.•--..-- - EXISTING CURB LINE p (1)) a N - PROPOSED BUILDING FACE 1 o 0 as PROPOSED CURB LINE Q'-0 ••••••• - PROPOSED STRIPING J R a° - EXISTING CONCRETE SURFACE - PROPOSED CONCRETE SURFACEcp MATCHLINE - SEE SHEET C401 ' . c - . . --- -- - - PROPOSED DOUBLE CHECK ASSEMBLY iir.. . ,,...,... , AND VAULT 0 . , 1 \--____ ) 1 I . : • ., , ■ - PROPOSED DOMESTIC WATER METER 0 $3.52LF I p © h \ s O PROPOSED SANITARY CLEANOUT vr- 0`I� 69.64LF '� I , 3 • PROPOSED FIRE HYDRANT `}-<>' SDCB 03 ::. @ 2.12% , _ }• 4 a 1 p • n • , 4 PROPOSED REMOTE FIRE DEPARTMENT ► 24.69LF y f 3' �- - CONNECTION .§S3 • @ 2.55% x4.00 - - PROPOSED STORM CATCH BASIN Q §Q /' G��PG�1 @ 12.21°/0 I s I Lu l >.' z a - o / \ '0;1 -- AI . • / • I I,.d • I .n i • PROPOSED STORM CLEAN OUT CE-ia o c /•••• .: a o j 7 SDAD-064 - PROPOSED STORM MANHOLE G P4 a it © IE=201;4, p i H- - H. W •0-, .�.< O L 6.93LF r z, t -..-..-..- x w C7 ^� �--I - PROPOSED SITE LIGHTING (` 7.35% ` I--�- -. mu �r • } I 1 _ �• z i x 1 p SDCO-26 .i I � PROPOSED TRANSFORMER * ' - = -�- - I - + I (� «.:.. PROPOSED STORM LINE l 1 j Z ss - - PROPOSED SANITARY SEWER LINE I- I I SDCB-G3 Z / \ Y. 0 r- - - - .. I .• Z :: EXISTING STORM DRAIN LINE I - - - � 0 04.00L* . . 57.16LF � w PROPOSED WATER LINE I@ 22.00%. @ 2.12%,� .- Z - - - G - PROPOSED NATURAL GAS SERVICE 1 I\ . I - I' E PROPOSED ELECTRIC SERVICE I I - w coI ClI i - PROPOSED DOMESTIC WATER LINE 7 I - PROPOSED FIRE WATER LINE I I - - - I I : v.- ;•.;'. " :a; EXISTING STORM DRAIN ��r ,s5-. - EXISTING SANITARY SEWER LINE _ _ I r SDCO-25 I a� v - EXISTING WATER LINE LL H ~ - H I E=200.08 / _ I I O - I - EXISTING GAS LINE 14.0,of O I I .> • \0 ^ :.-" EXISTING POWER LINE @ 13.71 /° i 1..� U I I .. I Q I- I . „ ' I Cl- ,,R I <IC LI u) I I .. SDAD-20 © . 1 1 co J BLDG 7 TYPE Al .: ›- 0 4°- 1 97.95LF a " , W Z �` , 1 0@ 2.12% I Z = w {f 1 s 22 . < 6 C.) 7 I-1- it 1- ..-Al , , < ,. . , SDAD-19 1 z `f • a. Ur S.00L • VIN 1.97L°F �." L i. I J W cL L. @60.76% O @142.56/° O - - - --•-I . , <ill 441.16"11(1 I I I Q7.57% I - -H •I 1 0 ' IL.L `` I ' SDCB 11 �' o� -- - P. ", { I Egi e" 0 Gtr' I - - - I . 4 I _ 0 1 I I o-, SDC&130 L - II1 - co r ._< 1 m . . 1 N w SDAD I p " MH - (401) _ Ic¢D r - _ WO I C7a 51.11LF . z 99.16LF I @ 1.00% ' IE=196.64 0 VI @ 2.12% I I . I I - L Q- -_1 s s K z it • I ��o o 14-00LF 109.40LF _I Isr o a 8 ^" - co \ Gz'V 8 .c.11, •• I c7 2.70 I @ 11.2, /°O @ � _ �'. w GARAGES I- - - ---} �` 9 TYPE G1 ....- - - .- • ,,..i, L ./ ,/ ,___________----- ,_ _ _ _ _,.. .. . . 1 , - . 1 , 1 4_,...,,,,,„... .._-- .,....... , ,,..,--lio, .._,...,:, 1 ,,...„,„:„....„.....;.:.,r,,,,,, ,., ,,Ti .„,,tor:::,---,----.,..,.....,,------,-,- . .7 ,,w, _...,,, i ii , ....„..,.._ ..,. ., , Li, - - - -6 - -._ ....i ....4 ..... - - ,... - - - .f.„,. . : :, ... ,is, .:.,,,,,..,..,;;„........-_,.._:.,,,,..7 :,•-•-•7 e-.-:-=.''''el 0 r' • ,.-"ni. i i,,,,,!,,'. ' ,i 1....,, Lo'') CONSTRUCTION NOTES MATCHLINE - SEE SHEET C406 : ; ' .: /viii ', ;:�:'•': I ,: 'Y'',. Id 1 INSTALL STANDARD TRAPPED STYLE CATCH BASIN. REFER TO STRUCTURE TABLE ' FT CATCH BASIN DATA AREA DRAIN DATA CLEANOUT DATA w` ,� -'-" 1' i:;:'''- ®`r { ' ' I O FOR RIM AND INVERT INFORMATION" REFER TO DETAIL ON SHEET C702. .•• ,-� Ar,-- `5 43 < - SDCB 03 SDAD 06 SDCO Q8 e `� , 1"-,„W. I ILO 7 ED PROF 2 INSTALL NYLOPLAST 12"AREA DRAIN WITH ATRIUM GRATE- REFER TO STRUCTURE RIM:205.36 RIM:201.65 RIM:201.29 1f1 IA - ( "I ) k// ® w ig \ i' s f� `� 1 7� S``�� Ed's/ O TABLE FOR RIM AND INVERT INFORMATION. REFER TO DETAIL ON SHEET C704. IE OUT(6'N) =202.88 IE OUT 4"S =200.15 IE IN(8"N)= 196.04 4i'Figal � ��''s. _� ': - i L �� 3PE�� 0�9 41 ----'i '' i .-- ni eu iii' "'r. 1.�®' °- 654 r- o al IE IN(6"W)= 196.04 £ i I ,rj -,: - - m - W 0 INSTALL CLEANOUT. REFER TO STRUCTURE TABLE FOR RIM AND INVERT SDCB-11 SDAD-19 -- IE OUT(8"S)= 196.04 I', n NM HI Oil ".�;i a "n r iO INFORMATION. REFER TO DETAIL ON SHEET C702. RIM:201.49 RIM:202.10 011'-- '.. .�: = �T 0 GUN R ' O I 2 IE OUT 4"W = 198.52 IE OUT(4"W), 199.11 SDCO 25 ' '. il 'SO a O INSTALL 48" STORM MANHOLE. REFER TO STRUCTURE TABLE FOR RIM AND INVERT f,NL _ii ' -� •- _.-,r•--_-__,. � G(y o9 ca RIM.203.54 of s, INFORMATION. REFER TO DETAIL ON SHEET C703. ' SDAD-20 IE IN(8"N)= 198.12 ,•---_-, - - - - SDCB i3a I>�1 `/N S, U�S��, o RIM:201.43 RIM:202.13 IE IN(4"W) = 198.16 * fi • t*" �'�`� 'h, A ' x o -y . .;�-•: ::<;.�: ♦ .,�:k.�.t 'sbwn�u.�.y.}:E},:}a♦.t,:.s..hvh4.:�r..,K. ._41,.u.}}, \iIC:�+. :.:a`v . .,��= ,.vvAc�t oo 0S STUB 4" STORM DRAIN FOR CARPORT OR GARAGE DOWNSPOUT CONNECTION. IE OUT 6"E - 198.42 IE OUT(4"E)= 199.13 IE OUT(8"S)= 198.12 f ,...,==-.4. 0 D PARES. 12/31/16 a O STUB 6" STORM DRAIN AND FOUNDATION BACKWATER CHECK VALVE FOR FOOTING SDCB-G3 SDAD-31 SDCO-26 KEY MAP Z DATE 10210512016 y DRAIN CONNECTION. SEE ARCHITECTURAL PLANS FOR PERIMETER DRAIN INFORMATION RIM:205 00 RIM: 199.09 RIM:205.15 70 -0 IE OUT(4"E),202.29 IE OUT(4"S)= 196.09 IE IN(8"N), 199.33 SCALE: NTS O DRAWN I MJZ 0 O INSTALL 4" HDPE N-12 PIPE. E IN(4"W) = 199.36 DESIGNED I MJZ F" 99 INSTALL 6" HDPE N-12 PIPE. E OUT(8"S)= 199.33 c ,' N 0 CHECKED I KSR SDCO-29 I\ PROJECT# 121509510 o_ tD N a 10 INSTALL 8" HDPE N-12 PIPE. RIM:206.09 �/ SHEET TITLE R: (13 INNV CNI a, 11 INSTALL 12" HDPE N-12 PIPE. IE O T(6 =)=2.05 I- _ STORM PLAN IE OUT(6 W)=202 24 r��/•� � .a 22 VJ Co CONNECT STORM PIPE TO PERIMETER DRAIN. SEE ARCHITECTURAL PLANS FOR SHEET NUMBER �' : N F CONTINUATION SCALE: 1"=20' Z o 0404 Q N co O. - 20 10 0 20 O. Q_ -LE LAND USE# SDR 2015-00004 qe uu o .- v It �CO CO • 0 L? ON 0 U) 22 117. gQd) 0)-0 1Ec'' LEGEND J co0- _____ __ __ - EXISTING BOUNDARY LINE cn - - - EXISTING EASEMENT LINE N -----.--,-------,-,....-,•• - EXISTING CURB LINE r, - PROPOSED BUILDING FACE Q -. - . - PROPOSED CURB LINE :..................................., :.. - PROPOSED STRIPING ..-• 0 - EXISTING CONCRETE SURFACE ' ';� ; : x .. --4 - PROPOSED CONCRETE SURFACE - PROPOSED DOUBLE CHECK ASSEMBLY o AND VAULT 2 §23 , • - PROPOSED DOMESTIC WATER METER < z aw _ o - PROPOSED SANITARY CLEANOUT l==1 Jo O - PROPOSED FIRE HYDRANT Y MATCHLINE - SEE SHEET C402 Alt - PROPOSED REMOTE FIRE DEPARTMENT - , ,. ., � � � � � "Ipt== � `� �:. � � � � � � � � � � � CONNECTION - PROPOSED STORM CATCH BASIN . ., 1DW - 37.57LF �� -� F m 'r •'// o ••, @ 1.83% - PROPOSED STORM CLEAN OUT S LS LI Ii I 5DC0 49 I , I .00"---- (� r © PROPOSED STORM MANHOLE : ,,,,,,,/ ----I I / I 1 I [ SDCO 52 . 4°� - PROPOSED SITE LIGHTING _ r ' F Ii - PROPOSED TRANSFORMER 1 . . F---- 7 I ,;<<: ,:.:,,: - PROPOSED STORM LINE Z _ c) U 28.00LF O'40.38LF I- ss - PROPOSED SANITARY SEWER LINE in 6.49/° D 2 99LF ,., - EXISTING STORM DRAIN LINE BLDG 6 TWE A4 0 @ 24.43%,1QMMU N ITY @ 3.75% 9 @ m w I- LLI A ` BUILDING 1I w PROPOSED WATER LINE L.1-1 / FC2-28G) I SDAD 33 69LF PROPOSED NATURAL GAS SERVICE 73.99LF SDAD-22 @ 2.50% '71 w t 1 1 . I ® @ 1 00% 10 © 19.49LF O �; w E - PROPOSED ELECTRIC SERVICE 12 l-i I 1.81LF IE=193.33 @ 8.06% 9 w co 10.97LF Q.:1 �� 4 @ 39.13% - PROPOSED DOMESTIC WATER LINE < 0- �W ¢ w @ 1.00% gb SDCO-44 SDAD-27 2 \ rn `•� SDCB-14 1 ci 4 2@3.00E F0/0 Z - PROPOSED FIRE WATER LINE I3.30/o ,5 •................. - EXISTING STORM DRAIN w c_7 1 ` rS i 1 SDCO-51' �' `�� I = v © ♦�- r - EXISTING SANITARY SEWER LINE Z 11, IE=195.24 O ® f 1 Q@73 % - EXISTINGWATERLINE no - L p o I 0 Uo 6. fi , --�.. k % • • - EXISTING GAS LINE < k __.._,i 9 1 ' m . el =1=1 of er e�e�o .----r- --.1--.. o� `+ I Lt fx � . r - EXISTING POWER LINE 7 w 1-1&5 I I I I I I I I I @250%5@1.11.B0L0F% I I 4PORT I 47.63 of 10 1p z 1 I I I 1@ 2.56/° 1 °� e �-�--� 3/e&-------- L___J.} r e L_ L_1 _ i _ _1_ _ L _ i _ _I _ _1_ _ L\4r_ _ 91.55LF ��1 rn 26.52LF @ 0.30% 4, ^ O \ FW - - FW- -� FW FW FW FW 0- FU'i FW F � 4 ru'v FW - FW - FW z �./ ! L.L D - , ..I 0 PEI ,DW -_ - DW DW EOM / @ 0.30% ss � 76.33L F SDCO-12 25.86LF 12.01 LF . 1 @030% © 4@0.30% @3.41% 4 © SS -- SS SS - SS ----- SS ® ./ A)P44, it O I `SS as . . mMENO ` ` . "' CL\ ' 01@.5120L0F% 1 \ L 1 We 1 \ � O ,d, C)iio OsacB-19 5.0040 6[003.23 0/ I , .. 7-'3 ' `` I 2.00LF46% I � ) �• '-. Cr)© 4 ,..;, o4 SDCB-G12 1_ .,., - . _____ irviiiisesempv..,, •.Aigp. -1-1 Ai 1 _._..- 1 ' IMP - _ .. ilMilv---- I -r r noimm. r MATCHLINE - SEE SHEET C407 CONSTRUCTION NOTES CATCH BASIN DATA AREA DRAIN DATA MANHOLE DATA CLEANOUT DATA .•- cL SDCB 14 SDAD-22 SDMH 03 SDCO 12 �`' ` I O INSTALL STANDARD TRAPPED STYLE CATCH BASIN. REFER TO STRUCTURE TABLE ..- ':. yHsr••�..r;'yY - . o RIM: 198.40 RIM: 196.63 RIM: 197.65 RIM: 195.42 •''c''` ::`' ;te="„y'" /. w FOR RIM AND INVERT INFORMATION. REFER TO DETAIL ON SHEET C702. -,k.:1": �;. o IE OUT(6"E) = 196.05 IE OUT(4"E) = 195.12 IE IN(12"E)= 192 89 IE IN(15"E)= 191.97 - -" '-`�"� 0 INSTALL NYLOPLAST 12"AREA DRAIN WITH ATRIUM GRATE. REFER TO STRUCTURE IE IN (12"N)= 193.17 iE OUT(15"W) = 191.97 , •! ,-iir w SDCB 16 SDAD-27 f IE OUT(15"W}W 192.69 ....::06 :.:::-::::: .."...:.ir %•w: ,_ TABLE FOR RIM AND INVERT INFORMATION. REFER TO DETAIL ON SHEET C704. :,A.:,,,..'::::".:.:.:;.:.21 �,. ., i� r RIM: 197.03 RIM: 196.26 SDCO-13 s _ -�� n - leg i 1 0 3 INSTALL CLEANOUT. REFER TO STRUCTURE TABLE FOR RIM AND INVERT IE OUT(6"W)= 194.00 IE OUT(6"S)= 194 76 SDMH-05 RIM: 193.63 - + .'�`� . -"_ r _ �_ ..: - - O RIM: 194.69 IE IN 15"E - 192.29 flF .4 �„". - �-��, � i s�viof INFORMATION. REFER TO DETAIL ON SHEET C702. - ( ) - " 1 �� ,``' SDCB-19 SDAD-28 IE IN(15"E) 191.74 IE OUT(15"W) 192.29 �5, : `� ,_ 1 •�:;.\� _1� O4 INSTALLRIM: 194.72 RIM: 196.04 IE OUT(15"S)= 191 54 ri .r _ _ ' - ' 48" STORM MANHOLE. REFER TO STRUCTURE TABLE FOR RIM AND INVERT IE OUT 6"N = 192.04 IE OUT(6"N)- 194.49 SDCO 28 ,1 / '� ± 03 INFORMATION. REFER TO DETAIL ON SHEET C703. / ='` i. .0., , ® .. RIM• 199 CO " � ;r:I �*: ��0 K _ . V! a' SDAD 33 IE IN(12"N)= 194.48 <f"� * ;-, r z: ..' ` O STUB 4" STORM DRAIN FOR CARPORT OR GARAGE DOWNSPOUT CONNECTION. • rr••_ , , �vD PI�O,�E RIM 195.00 IE IN (6"VV)_ 194.48 1 �/ :: I ■? S\cc SS/ G STUB 4" STORM DRAIN FOR FOOTING DRAIN CONNECTION. IE OUT(6"E) = 194.00 IE IN (4"E)- 194.48 ? 9 � � z n.._4, ,,,._\,\�C1G4NEFR Oy9 m O IF OUT(12"S)= 194.48 l - r�- •Fv�rri _.. � , " = w 654 3PE r 07 STUB 6" STORM DRAIN AND FOUNDATION BACKWATER CHECK VALVE FOR FOOTING DRAINcc SDCO-43 l� a .m n� V ��r G:�r� �;_ a en 1 �I O CONNECTION, SEE ARCHITECTURAL PLANS FOR PERIMETER DRAIN INFORMATION )); =i •' u? NYd ERI N 192"N8= 196.59 _ 4dD CO GON. ., ( ) -th -.=,=. mill ' . ,, 0 '08 INSTALL 4" HDPE N-12 PIPE. " -=_= L - , r 101011 ,�. ----- ---iii- �s - ( � a �N. O IEOUT(12S) = 196.59 .E �t-. r ® ,.. ,+/ e�i/NQS �]�Sct o Og INSTALL 6" HDPE N-12 PIPE. * ...x*;�.::<.>.�:.. t.:,.tir . .k �,,:,;.Ar. >...:. ....< ;�... ....::. ., k .,-_i ,;n;:k� : O SDCO • -44fl: '' µ- 0 _7-- 4 0 EXPIRES. 12/31/16 RIM: 195.90 .-. 1A...Y .� 10 INSTALL 8" HDPE N-12 PIPE + r . IE OUT(6"S) = 193.05 11 INSTALL 12" HDPE N-12 PIPE. KEY MAP Z DATE 102/05/2016 SDCO-51 O DRAWN I MJZ is SCALE: NTS m RIM: 198.56 INSTALL 85 STORMTECH MC-3500 CHAMBERS. REFER TO DETAIL ON SHEET C704. IE IN(8"N) = 194.02 DESIGNED I MJZ 12 N O iv IE OUT(8'S) = 194.02 P \ r , CHECKED I KSR (1) 13 INSTALL 48" FLAT TOP STORM MANHOLE. REFER TO STRUCTURE TABLE FOR RIM V a AND INVERT INFORMATIONin ci . REFER TO DETAIL ON SHEET C703. .` PROJECT# 21509510 SDCO-52 14SHEET TITLE INSTALL 15" HDPE N 12 PIPE. IE OUT(8"S) = 194.76 I. STORM PLAN N co N _0 15 STUB PIPE FOR POOL AREA CONNECTION. POOL AREA TO BE DESIGN BUILD. SHEET NUMBER `" 2CONNECT STORM PIPE TO PERIMETER DRAIN. SEE ARCHITECTURAL PLANS FOR SCALE: 1"=20' Z 22 c% N cj CONTINUATION - 0 C405 . b.- t: iis 20 10 a 20 a LAND USE# SDR 2015-00004 LEGEND , IT. c9_ .----__ - EXISTING BOUNDARY LINE V• it CT) co - - - EXISTING EASEMENT LINE J - EXISTING CURB LINE p U) w - PROPOSED BUILDING FACE a 0 PROPOSED CURB LINE m MATCHLINE - SEE SHEET C404 --d----- -- -••• •m-=---'--- - PROPOSED STRIPING J .-em J ii - IHI . • GARAGE 5 � ' L I• .1 EXISTING CONCRETE SURFACE co .1, ii. _ . , ,,,, H 1.1 C / 11+ I I +. - PROPOSED CONCRETE SURFACE SDMH-03 i / I 51.11 LF I I 1.ao°,° ® _ 55 IE=196.50 @ I - - I ; 1.1 0 PROPOSED DOUBLE CHECK ASSEMBLY FW FW W FW- FW 17.41 LF I I AND VAULT 53:64LF 22.11 LF 29.5OLF @ ° r O I r - PROPOSED DOMESTIC WATER METER 0.�30�/0 \ @a.5a% @9.18°/n @0.80% 1 - SS -tom { �) \ss ��yp� O P �/ -- I Agia 0 - PROPOSED SANITARY CLEANOUT 0 , _tea ... ;. . 1, ;40 , I 91.52LF T' - PROPOSED FIRE HYDRANT H is O 17.50E F SDCO-24r I I I@ 0.50% I I I SDMH-13 3 1 HC W �. < 1 . I' 2.57@ 1.00% O I ` I I I O SDCB-15 1 4 - PROPOSED REMOTE FIRE DEPARTMENT m W 0 L �, CAIRPORT18 O CONNECTION 8§ I, - @36.57/° 1 I I I I I I I q t!) n ,-, - �r,O SDCB-16 s d J --�^L-1 i�--�-�_, - - PROPOSED STORM CATCH BASIN z Z m q 1 e a r� o Q o o d • Iii .. fi jI w . �w. 22 . ; 1 �> - PROPOSED STORM CLEAN OUT E~ 3 • k 'fl0. 'f,,- C � I` _- 11.1 j 1II . � � 23.41LFD Z � O � a �-�� -I- E- `{ • O 2.07% E . Ill O PROPOSED STORM MANHOLE x 0 0 S' I--- -- 7.96LF i. 0 SDCO-42 PROPOSED SITE LIGHTING 'U... ■ ...� ---�� SDCO 45 SDAQ 21 - I IE-192.88 - PROPOSED TRANSFORMER ��, I O 0 21.29LF � ..::: ,.._.....: ,, - PROPOSED STORM LINE b. M. - 0 6.26LF + O @ 2.86% (.1 ss - PROPOSED SANITARY SEWER LINE H .:, �� r T @ 5.50°/fl O }� - EXISTING STORM DRAIN LINE Iii I� _ 0 - 01 BLDG 10 TYPE A2 r - f w - PROPOSED WATER LINE (n . (DIE=187.72 1 = G - PROPOSED NATURAL GAS SERVICE "' i . - 65.72LF .. -- - O E - PROPOSED ELECTRIC SERVICE n @ 5.50% I V) PROPOSED DOMESTIC WATER LINE - - PROPOSED FIRE WATER LINE LU • . g IE=183.72fi i.. • . ' - EXISTING STORM DRAIN •e @ 0.00°10 I 11.3 I IT SEWER LINE r EXISTING SANITARY 35.65% 6-35.65_04 1 >g w - EXISTING WATER LINE I- 1-F I OCS- I I 1 • -=T-71 �. �f �� SDSF 2 . .. I VI71:17-1T TEM I EXISTING GAS LINE.�.. � - -_ .._......... �..., ., . _. .....,_.. - EXISTING POWER LINE n r I 1 CL, d_i J 9-15LF 12.65LF ss ss O I - I @ 7.50% O © SDAD-32 D IL® @0.27/0 ° 0 ..... Num Nowa s .I 3 �_ Ct ' - =1 <�x�s'� t °ask* �y �. k , : . _ SDMH D6 89.34LF © SDCO 47 4 "'"'' '" >- 0 _q161. O ° @ 0.30% 53.28LF 34.47LF I r . .4.4 •- - - --- - -�- �-- - - - 0.30/ 4 ii a a . g--- �q d-• - @ °° SDCO-48 _ ° ' t r: .,�. @ 2.15/° I I 1..` L.L ai. - © ,: Et W / ♦ 0 16.5BLF n .. .k.� a: w.� �� -,-•••,,,. ...;.. 30% • } €a 9584 @ °�° �� 0 1 • ask• LL J --�v�,,�� e O SDMH-07 :•:." , • 4 0 • - . ° `� 41.81LF :k. «� �= : ',:\.„,.,, Q a " 21 :., C1- 0 :Ztic Ja ; a . n y-9 . .,. ._� -M. �.�,, eap TR SDMH 12 4 -- .. is `', •` t ' ,; 0 ° 0 C/ �:, . it:$ 0 ` . ,..•:.,,N. w V J I i_ ti I EXMH-1 ..,,, .„.., ,. +t `• J „....pt,-~k• • q`tri' 3`•--:::,'�'... 4'`4k _ m 14. " . - /`' • • - REFER TO PUBLfC IMPROVEMENT PLANS li i,� FOR WORK WITHIN HAWKS BEARD RIGHT , 44' : g. .. �,.,� N 4 ;f , • CO -- •'- OF WAY. IMPROVEMENTS SHOWN FOR `, �`' / CONSTRUCTION NOTES k m • `,' INFORMATIONAL PURPOSES ONLY. t OINSTALL STANDARD TRAPPED STYLE CATCH BASIN. REFER TO STRUCTURE TABLE k �' FOR RIM AND INVERT INFORMATION. REFER TO DETAIL ON SHEET C702. > CO O INSTALL NYLOPLAST 12"AREA DRAIN WITH ATRIUM GRATE. REFER TO STRUCTURE i.:. .1 4:j TABLE FOR RIM AND INVERT INFORMATION. REFER TO DETAIL ON SHEET C704. • z OINSTALL CLEANOUT. REFER TO STRUCTURE TABLE FOR RIM AND INVERT CATCH BASIN DATA AREA DRAIN DATA MANHOLE DATA CLEANOUT DATA INFORMATION. REFER TO DETAIL ON SHEET C702. SDCB 15 SDAD-21 EXMH-1 SDCO-24 E co O4 INSTALL 4$" STORM MANHOLE. REFER TO STRUCTURE TABLE FOR RIM AND INVERT RIM: 197 09 RIM: 198.20 RIM: 205.47 RIM: 198.57 - in IE OUT(6"W)= 194.18 IE OUT(4"N) = 196.70 IE IN{15"W)= 181.83 IE IN (12"E)= 193.28 ; ?�"gc;;-,....----":-,-.5--:. } INFORMATION. REFER TO DETAIL ON SHEET C703. IE IN(15"NW)= 181.71 IE OUT{12"W) = 193.28 ....,-.5-.01- :::::7--,-..'..',.----''...--..--. SDSF-2 SDAD-32 IE IN(15"NW)= 181.71 --, •'-'10.'. .---:::';'5:,,. -:::',:::;;,,,:',:;- -....rI I- O STUB 4" STORM DRAIN FOR CARPORT OR GARAGE DOWNSPOUT CONNECTION. RIM: 194.40 RIM'. 191.10 IE OUT(15"SE), 181.63 SDCO-42 ;; '=` ' ' .. -'=� a EE OUT(6"W)= 192.10 IE IN(4"NE) = 186 23 RIM: 194.41 -� �.l Jr 6 STUB 4" STORM DRAIN FOR FOOTING DRAIN CONNECTION. ~:" `:`• - - - - - O IF OUT(4"S) 185.72 OCS-E1 IE IN (4"N)= 193.14 !r e '" SDC b L.'s RIM: 19458 IE OUT 4"S = 193.14 �� ti ice"rINI �""l OLr) STUB 6" STORM DRAIN AND FOUNDATION BACKWATER CHECK VALVE FOR FOOTING IE IN (15"N)= 183.72 .-, :;' '�:"` ' jA••-•• i pit l� DRAIN CONNECTION. SEE ARCHITECTURAL PLANS FOR PERIMETER DRAIN INFORMATIONs „,;,.. .."-x-7,',-,::-.- -•:• .1•• -.. '" �` •.•.,-'`� 0 •`�` IE IN (6'E)= 188.46 SDCO-45 ••i g!,r � �i r d•''. r ~ IE OUT(15"S)= 183.72 RIM: 197.78 f� �� C .t� o> 8 INSTALL 4' HDPE N-12 PIPE. ' "d O IF OUT{6"W) = 194.65 F - '� �i �S, s � ' ��Q PROfF „ SDMH-06 ;-,0.1.s i- ': ;`y r[ ' ' <F' Ss/ O INSTALL fi HDPE N-12 PIPE. RIM; 191.82 SDCO 47 .-- --';--->,. . ' I • iii - : .I Z ,�P ��GINEF� O. IE IN 15"N = 183.69 RIM: 192.42 ;='r _ 65433P �l m 10 INSTALL 8" HDPE N-12 PIPE. „ .,•�,� .. � UJ E IE OUT(15 E)= 183.49 IF IN{15"W) = 183.22 'A� -`'' . - , . l CC o IE OUT(15"E), 183.22 ' ' 101104:1 - � � "� �. ,]� :.� 0 11 INSTALL 12" HDPE N-12 PIPE. SDMH-07 1 �. �� _ 0 GON co O i{ I 111 :i ii -Aft' •" ./G r a RIM: 189.76 SDCB-48 '> ' . .; [ .2-'`' c' 12 INSTALL 85 STORMTECH MC-3500 CHAMBERS. REFER TO DETAIL ON SHEET C704. �� FW r , �(C Og' ��' IE IN(15'W) = 182.77 REM: 191.16 I� a n inl nI �, 4.11 111141 I-�; �: !:: : 111 I U G/ 5CC a' IE IN(4"N)= 184.98 IE IN(15"W) = 183.06 ' IlliiO 13 INSTALL 48" FLAT TOP STORM MANHOLE. REFER TO STRUCTURE TABLE FOR RIM W.W { ilia' illitai• IE OUT(15"S)= 18237 IE OUT(15"E)= 183.06 'R 1 ' EXPIRES 12/31/16 AND INVERT INFORMATION. REFER TO DETAIL ON SHEET C703. ,i L .. ! = �': ;� �- ❑ _' ,. •.:: , <: ,ter:_-._-..: b SDMH-12 SDMH-13 F 14 INSTALL 48 STORM DRAIN OUTLET CONTROL STRUCTURE. REFER TO STRUCTURE • >°>. ;.x;::.;:<:< <>_ � � '' DATE 10210512016 0 - O RIM: 189.05 RIM: 198,00 :a .. :.:: :.:. ....:.:>.?,,.:• ;..-...,, ..,;...;,,:.,;:::<:::-<:..:,. ,.: Z 31. 2) TABLE FOR RIM AND INVERT INFORMATION. REFER TO DETAIL ON SHEET C703. IE IN 15"N 182.24 IE IN 8"N 193.94 ?' I $'' -''''.''`ri"rit4"" ( }_ { )_ ,� , � � � NI i�1Yw �'�s w� 0 DRAWN I It+IJZ 0 IE IN(10"NW)= 185.00 IE IN(6"E)= 193.94 - N c: 15 CONNECT STORM DRAIN TO PROPOSED STORMTECH DETENTION SYSTEM. IE OUT(15"E)= 182.24 IE OUT(12"W), 193.74 KEY MAP DESIGNED I MJZ CHECKED I KSR 16 CONNECT STORM DRAIN TO EXISTING MANHOLE. S�V\ '(-).% '� SCALE: NTS " PROJECT# 121509510 oo co 4 17 INSTALL STORMFILTER CATCH BASIN (1 CARTRIDGE). REFER TO STRUCTURE TABLE Mr L.L SHEET TITLE r.i c FOR RIM AND INVERT INFORMATION. REFER TO DETAIL ON SHEET C702. 1- STORM PLAN 41) CD N :2 18 INSTALL 15" HDPE N-12 PIPE. �^ V J SHEET NUMBER �+ 2 SCALE: 1"=20' Z N 22 CONNECT STORM PIPE TO PERIMETER DRAIN. SEE ARCHITECTURAL PLANS FOR 0� C406 Sj CONTINUATION n - uimii:71- t:1 o 6 20 10 0 20 U - LAND USE# SDR 2015-00004 Q tiNa MATCHLINE - SEE SHEET C405 J f o d ,w? `S \ V I L l = _X=1_4.. V I ... ..,, O Q5 N V LEGEND 0 (rr' r Q AI - IMINIM • IFE -1 .,, a •`-- -- - EXISTING BOUNDARY LINE ;. / � '� it -4-,, - - - : : LINE' D - TING CURB KINE ch as ° J ._:] 112.27LF ( � - PROPOSED BUILDING FACE El- 6S.35LF : Di o SDAD 28 , - @ 0.45% %IV @ 1,56/° - PROPOSED CURB LINE o SAOLF © cv 00 SDMH-14 ® 22.50LF @ 13.40% 4 I I CD - m�� PROPOSED STRIPING p @1.Od/o I, O U 31-58LF 11 I 1 !_ O SDCO-23 _ U - EXISTING CONCRETE SURFACE El @ 0.45/° v *:: f BLDG 9 PE A2 -�- I--�- H SDMH-P1 O LLJ 0 I • - PROPOSED CONCRETE SURFACE W. Ali o W inID - PROPOSED DOUBLE CHECK ASSEMBLY = 27.19LF SDAD 30 Cl) I. AND VAULT '�` U) @ 0.45% gli I .. 5.98LF W \IIF @ 1.00% 2-00LF . W MI @ 35.42% W-. - - PROPOSED DOMESTIC WATER METER \� 18 F. . C , ..33LF -J SDCB-18 o - PROPOSED SANITARY CLEANOUT 0§F3 O ILL! J a §2^ Z J°In-' �/ 8.59LF1111 J - PROPOSED FIRE HYDRANT z z o = O @ 0.39% ■ iiiillii: ■ PROPOSED REMOTE FIRE DEPARTMENT `� F' 3 :A ` ® 33.1$LF- CONNECTION C _� @ 0.30% �, R� C7 ��• imii-----L 1< - PROPOSED STORM CATCH BASIN ` ::. VMIIIIIr - - - - - - PROPOSED STORM CLEAN OUT �_ �1�" • �� _ _ A.. A.. . a �� mom '.. • PROPOSED STORM MANHOLE ®I .--] 1 - PROPOSED SITE LIGHTING a �'- - ._ ---� --� ..:.. � �.�� Q - �. r� r_=•�-�- �-'- -. ' © PROPOSED TRANSFORMER ° fi •'•µM :::_::: .,>.::::..::::.: .�. - PROPOSED STORM LINE _ (/)n / ' /• \ ` - PROPOSED SANITARY SEWER LINE V J ------------ .::-- m �- �- �.,.... - - - - ''.....7.��,,...,,.:. .,, .,.-., ,u,�,..�,:,.,..u.,. w.w - LINE ll 5001-W3:. :a.:� W �j SDDI-E3 ifej 41 LF ,f/ @ 1.63% PROPOSED WATER LINE REFER TO PUBLIC IMPROVEMENT PLANS O SDCB 17 20 SDMH P2 L‘ �- G PROPOSED NATURAL GAS SERVICE w FOR WORK WITHIN HAWKS BEARD RIGHT „r, • • :: :.;; --............ .. _ s;, �..... .......... . ............ E PROPOSED ELECTRIC SERVICE OF WAY. IMPROVEMENTS SHOWN FOR SW HAWK'S BEARD STREET INFORMATIONAL PURPOSES ONLY, - - PROPOSED DOMESTIC WATER LINE LINEww •_•-_-._. •i.........,.. ......., .... -,. ,,.Y,w ww-a,i„w,v.u.y..ufL.a.-uu.au X ,Q - -_ w..{.,u�m,�cvww•w,w,ww+crc. , r EXISTINGSTORM :i. ...,_..__.-___ -.. EXISTING SANITARY SEWER LINE < a. •" - EXISTING WATER LINE EXISTING GAS LINE O ...........:.........:^....w. .-,_-... ..,-___- - EXISTING POWER LINE a.. DCt < >- 0 r i W I I Lil Z H Li_ Et z Co Q o 0 n _1 0 W 0_ 0 z o Qa =0 J ,-_, 6 CONSTRUCTION NOTES F- U) W = i- 0 INSTALL STANDARD TRAPPED STYLE CATCH BASIN. REFER TO STRUCTURE TABLE FOR RIM AND INVERT INFORMATION. REFER TO DETAIL ON SHEET C702. m OINSTALL NYLOPLAST 12"AREA DRAIN WITH ATRIUM GRATE. REFER TO STRUCTURE - - - - TABLE FOR RIM AND INVERT INFORMATION. REFER TO DETAIL ON SHEET C704. OINSTALL CLEANOUT, REFER TO STRUCTURE TABLE FOR RIM AND INVERT INFORMATION. REFER TO DETAIL ON SHEET C702. OINSTALL 48" STORM MANHOLE. REFER TO STRUCTURE TABLE FOR RIM AND INVERT INFORMATION. REFER TO DETAIL ON SHEET C703. 5 STUB 4" STORM DRAIN FOR CARPORT OR GARAGE DOWNSPOUT CONNECTION. . 0 tib;::;>. ::,,-.-; ;'.-.:: r O STUB 4" STORM DRAIN FOR FOOTING DRAIN CONNECTION, CATCH BASIN DATA MANHOLE DATA AREA DRAIN DATA DITCH INLET DATA CLEANOUT DATA A4= 3y "- � 0 O7 STUB 6" STORM DRAIN AND FOUNDATION BACKWATER CHECK VALVE FOR FOOTING /, w DRAIN CONNECTION, SEE ARCHITECTURAL PLANS FOR PERIMETER DRAIN 7:: ' "� • SDCB-17 � SDMH-14 '` SDAL7-28 � SDDI-E3• ' SDCO-23 � � . � INFORMATION RIM: 192.10 RIM: 19404 RIM 196.04 RIM: 189.92 RIM: 194.77 ;**0 " �.. kv -s.:-- ` I 8O INSTALL 4" HDPE N-12 PIPE. IE OUT(6"NW) = 190.82 IE IN(12"NW) = 191.01 IE OUT(6"N) = 194.49 IE OUT 15"E)= 188.64 IE OUT 6"W = 191.52 '"' ' I i_ IE OUT(12"S), 191.01 :s '�� } Q Og INSTALL 6" HDPE N 12 PIPE. `+ „ lam !te VOW `;i��f a SDCB-18 SDAD-30 SDDI-W3 • SDMH-P1 '1 :.'3•_',.. �� '.,..r=ion,RIM: 191.95 SDMH-P1 RIM: 196.50 RIM: 191.70 RIM: 192.95 fq .:'-- r O10 INSTALL 8" HOPE N-12 PIPE. 9 . h: ''' q,�. ...--... .1 V �C _� IE OUT(6"W}= 190.26 RIM: 192.95` 19 .87 IE OUT(6 S)= 195.00 IE IN(12"NE}= 190.65 IE IN 12"N}= 190.87 .,-,,,:'...-1 ..,,:,:,->---•--{ . �I � �+�+ • _ t _ . ' co IE IN(12"N} 0 IE OU (12"SW} 190.87 :. • -` _ ;moi 1p INSTALL 12 HDPE N-12 PIPE. - :•1: � • r - �� 1., • 11 SDCB 19 IE OUT(12 SW} - 190.87 tr s 'N � .-++ ++ + _ x RIM: 194.72 SDMH-P2 . err ' Iiii r , ��• � r `` I I€_ w I 12 INSTALL 85 STORMTECH MC-3500 CHAMBERS. REFER TO DETAIL ON SHEET C704, IE OUT(6"N) = 192.04 SDMH-P2 RIM: 191.77 - f �d PROS - - •-.:.- :'15-0es �h .< a: f '' `� I .;. ;I j I K 1 ��(,� es RIM: 191.77 IEIN (i5'N}- 189.79 ' 1I• rl U 13 INSTALL 48" FLAT TOP STORM MANHOLE. REFER TO STRUCTURE TABLE FOR RIM IE IN(15"N) = 189.79 IE OU'f(15"E) 189.59 1' •11 e z ci NGlNEF �O� O AND INVERT INFORMATION. REFER TO DETAIL ON SHEET C703. #E OUT 15"E = 189.59 I " `�t __ 9! m ( 1 # i u :Yy m11' 1 - ► r EF z 1 W 654 3PE Fw / 11 ��n ui , L7 L. f. n �� 1 11 14 INSTALL 48" STORM DRAIN OUTLET CONTROL STRUCTURE. REFER TO STRUCTURE ;i . iji' fp � .� i o � 0� ti. r_ 1 ai ...Ir . r AiWAIl 111111111111 1 +:_ .! _ rLirll� .. _ - �! LEGEND 0 in __ __ - EXISTING BOUNDARY LINE U ti °o J - - EXISTING EASEMENT LINE O v o N MATCHLINE - SEE SHEET C403 - EXISTING CURB LINE O cn 0 ri - PROPOSED BUILDING FACE o 0 0' r ID ca 12.5fiLF 0 - PROPOSED CURB LINE • - PROPOSED STRIPING co II 1 @ 0.50% o ----cy--- 4 iro, �� ) EXISTING CONCRETE SURFACE SDMH-08C 68.24LF � / •� ` lie @ 0.45% 38.70LF SDMH-04 m ♦ . mash[1. _ _ _ _ T1 _ II- _ - PROPOSED CONCRETE SURFACE Q 13 T - T 1 1- � 1 TI i i@ 10.46%I �� kl` /' r r� ,� I I CAR jORT4 I I I I I I I O� I - PROPOSED DOUBLE CHECK ASSEMBLY 14 • 7 0 I ., I I I I I I I I 1 I I I AND VAULT '> { � �I III / I a. I I I I I I I I I ` CI I ri PROPOSED DOMESTIC WATER METER eat . �.� o a 33: c3{ .��•• L tir t is f I°. SEE I • s ' A ® O o PROPOSED SANITARY CLEANOUT .11..:*:7:...,.,. a I4 3.65LFU PROPOSED FIRE HYDRANT ( I �. @ 1.51%- T 1 xi- +),„ # .f, ...... } I SDC0-22 W 4 - PROPOSED REMOTE FIRE DEPARTMENT It :4 �� I 111! 111 v W o CONNECTION o m /I/ = o ' •.Q - PROPOSED STORM CATCH BASIN z W co Ill- I °f > 18.43LF W I m k ` O@1.10% 6.92LFO © SDAD 24 W d F a g32 UJ - PROPOSED STORM CLEAN OUT a @ 18.07% I CI) 11 8 O n I ,{i a I. 1 • O x C @ L , D PROPOSED STORM MANHOLE s A. � LU f Q l q ,� c) in O'@ 327% ii BLDG 8 Z_ - PROPOSED SITE LIGHTING I f �' ! 1E=185.42 - I SDSF-1 J - PROPOSED TRANSFORMER �. ® - 0 ' IE=189.fi0 TYPE A6 =® - »,.. � �: - PROPOSED STORM LINE °fSDAD-26 Q SS - PROPOSED SANITARY SEWER LINE fIE=18985 . ° _ 0_ - '/ f - l. - EXISTING STORM DRAIN LINE ? 7. 38.15LF Q �PPg ,ffi - q - 24.48LF w PROPOSED WATER LINE f. i 1 ! @ 1.00% _:_ _ - • @ 17.07% , �^ G 1_� - PROPOSED NATURAL GAS SERVICE f • /rit '' OCS-W1 , gy . PUBLIC STORMWATER DETENTION POND. ® SDDI-W2 ■ 0 O 14.49LF ■ E - PROPOSED ELECTRIC SERVICE REFER TO PUBLIC IMPROVEMENT PLANS FOR I III IBM . @ 0.34%II,I -- _ _ � PROPOSED DOMESTIC WATER LINE FURTHER INFORMATION. 1 7-4.-- ---s- ;,„„ r I Ir. - PROPOSED FIRE WATER LINE f., .- -. ___._..... v_._.._------_--_- ;•._-. EXISTING STORM BRAIN iiii Nis - EXISTING SANITARY SEWER LINE / ti • �I� �� wtw�� w�. w,�w wtw www w w w w w www *IF 'I 1 % S �. Z y atZ iL aT.SC�ar"..c JAZAS .Z.Z.' ± � � O ` '� � �� •� - EXISTING WATER LINE la- i gr `+ `°. `IV - -- ."> - EXISTING GAS LINE f : r� _ _"4- 'Tip --.7' .- ;:; , 4 • 4_ \ / • - •• e ' ..,-.-.. --.---P_-_. - EXISTING POWER LINE 0- f =ii - - II - 1 \• No/ '� < 0 t " \ / / REFER TO PUBLIC IMPROVEMENT PLANS 11 50.33LF L,L ill !l sf FOR WORK WITHIN 135TH AND HAWKS BEARD I @ 0.50% rr nn V '' 't 't / SHOWN FOR REFER TO PUBLIC IMPROVEMENT PLANS r' r+{ fi RIGHT OF WAY. IMPROVEMENTS .ii :j if INFORMATIONAL PURPOSES ONLY. FOR WORK WITHIN HAWKS BEARD RIGHT If {`• / EXMH-2 SW HAWK'S BEARD STREET OF WAY. IMPROVEMENTS SHOWN FOR _t ii INFORMATIONAL PURPOSES ONLY. w E i "f • i , . -:. .y.. .., , . ..... .. .. • ... ,.,, r..,..,.,.,.».»„„y,,,,,,,»,...».».» ,... a __ .M...,, . ... ;. a ,... ... i .y. • .r. ,. . ..s . . • . ., • . M e .= s ._, .�__._e..4.._ Sot ,,.�....,,,»,»,,,,.,,».,»....as , ..-....,....:,.....,,..,,. ..- �•.....� ...... • ,. -.,.,..,............. A fi......_;,-,,,,,a»:,,,.,,,. ,,,,»„»w,,...k„»,»,.,»,,:.,. ......... • ,, , - . i j?; ce ° ' ter' , . . /0� �' "• 5 / \ Z :. ,,::: ,t $ , :•,, fr. r,4 ' : fr ?i1f f 3 �� } O ■ : =:t ym -I �J j f+ <r,,k f a Z 0 a' f. . O Q t . t i } tl ' CL _ 1 Et rig i rf } o i ;: CD I fi Cf) Ci) = CONSTRUCTION NOTES } O INSTALL STANDARD TRAPPED STYLE CATCH BASIN. REFER TO STRUCTURE TABLE FOR RIM AND INVERT INFORMATION. REFER TO DETAIL ON SHEET C702. O INSTALL NYLOPLAST 12"AREA DRAIN WITH ATRIUM GRATE. REFER TO STRUCTURE • TABLE FOR RIM AND INVERT INFORMATION. REFER TO DETAIL ON SHEET C704. O INSTALL CLEANOUT. REFER TO STRUCTURE TABLE FOR RIM AND INVERT CATCH BASIN DATA AREA DRAIN DATA MANHOLE DATA DITCH INLET DATA INFORMATION. REFER TO DETAIL ON SHEET C702. L/G SDCB-10 -� SDAD-24 OCS-W1 .� SDDI-W2 .------ ® f44 INSTALL 48" STORM MANHOLE. REFER TO STRUCTURE TABLE FOR RIM AND INVERT RIM 193.49 RIM: 194.98 RIM: 190.6�-I. RIM: 190.65 ►/SOLO-Z2 ti.,/ (,,v�-- (/k"t "' INFORMATION. REFER TO DETAIL ON SHEET C703. IE OUT(6"N)= 192.90 IE OUT(4"N) = 193.48 IE IN(1&N)=185.09 IE OUT(12"N) = 189.60 w> "=<' a IEOUT(12"S)= 184.64 , _ • * a_ 5 STUB 4" STORM DRAIN FOR CARPORT OR GARAGE DOWNSPOUT CONNECTION. '----- .�� :• 0 O SDSP-1SDAD-26 � v up RIM: 19177 RIM: 195.47 SDMH-08 - -40,t:-<. "' ' in O STUB 4" STORM DRAIN FOR FOOTING DRAIN CONNECTION. " 7"r -'-`:-::-'• o IE IN(6 N) = 189.47 IE OUT(4 5) = 19p.53 RIM: 194,56 �• �''- IE OUT(6"W)= 189.47 IE IN (12"N) = 192.40 y�.x _- ,.,.�*. . ��\Ill _ I 77 STUB 6" STORM DRAIN AND FOUNDATION BACKWATER CHECK VALVE FOR FOOTING ' `�'"" • w_,, - I w IE IN(6'W)= 192.40 ...,k0,,='... ...,,,,--. ..,k0,,=` �,, 00,--_- 4 w•r�� ,- DRAIN CONNECTION. SEE ARCHITECTURAL PLANS FOR PERIMETER DRAIN � "%- tib', , A Q IE OUT(12"E) 192.20 INFORMATION A; % 1 �,� ��„ ' , o 8 INSTALL 4" HDPE N-12 PIPE. I 3 ,.4,-,,,,,,,,,,,-::..:,-='"` °- `,°; 1 •�' i - 41046"-12' CD INSTALL 6" HDPE N-12 PIPE. -.•!....-...' ......„, ,5,-,. ��' _ -- -- �•'/ r . 3 011 = r� 11 '- o INSTALL 8" HDPE N-12 PIPE. s ? ,,.r= i r� •' j (1) ri 11 INSTALL 12 HDPE N-12 PIPE. "`' \ sgp PROFFS i O , : 11• - �, 44,, ; P 11 • i Z �S F q /17'-- c9-4 m 12 INSTALL 85 STORMTECH ECH MC 3500 CHAMBERS. REFER TO DETAIL ON SHEET C704. i 4. '• Et �® ii :"i __ i i �i� '-i• tr " ® ir ( -1- 654 3PE f 13 INSTALL 48" FLAT TOP STORM MANHOLE. REFER TO STRUCTURE TABLE FOR RIM 1 I 0 ° i°' °' ' i'•�''� 'II =° I I`i!1 0 AND INVERT INFORMATION. REFER TO DETAIL ON SHEET C703. �"`y ,1f I� r*. 1 „I iF L1101110111 0 GONa 15 CONNECT STORM DRAIN TO PROPOSED STORMTECH DETENTION SYSTEM. ti. .1 �<i. o° < _ V ," .,c..xn....a1.n.ii;'i:•-'}:'it:' '\e, ' ",r ,H. t`;?:rS..•:•:r..,...: ..,..;rt.. .,.:..t:'S'i..-, . ;.ti` '� . og 16 CONNECT STORM DRAIN TO EXISTING MANHOLE. h =_ �� 0 ' " i" '.' .,__. ,wv� 0 EXPIRES, 12/31/16 U �i 19 INSTALL 15" HDPE N-12 PIPE. .. r. , rara � � rar� rariri I INSTALL STORMFILTER CATCH BASIN (1 CARTRIDGE). REFER TO STRUCTURE TABLE KEY MAP Z DATE 10210512016 20 • -csFOR RIM AND INVERT INFORMATION. REFER TO DETAIL ON SHEET C702. O DRAWN I MJZ SCALE: NTS rq 5 22 CONNECT STORM PIPE TO PERIMETER DRAIN. SEE ARCHITECTURAL PLANS FOR DESIGNED I MJZ u CONTINUATION ,.. \ v F % CHECKED I KSR a. v II\ D PROJECT# 121509510 oi ccs VP i:v co co SHEET TITLE STORM PLAN N 1p „, .Q1 O C N :c2 Cr� ) SHEET NUMBER `� 2 SCALE 1"=20' Z o 0448 . , o Qi 20 10 0 20 CL .LL LAND USE# SDR 2015-00004 17_ ,th...l S �} -N�Yl H" ry O O VJ :.v'vS.w• rn+ ir: •`. Wa tris: Y^L' �•� S v n3gy v. .y'> ' tea,. Cn ., w r.} e�,4.' ' O I .4.1'11 °Di \----1*10,--- ,_, ..} ,„,,-Mt n .. !' _.. °" .v'ry s sr`• ' .mow;- • :„y 10�'•ar•'�` _I lir,,,...v^''i2��vy*c.a's`' `,.:-. "r" �,,,:h*'a;° ,^` .. •: .":: y r Y .,. , JJ `y : . r 7.::::.o...7,', : vv 100".--111111'..:'. w a.1'-'4..' ."7:7 -.L r' s '� /� y�' ' �+ V 3 . Yr.n$N — ::r'J �� i 3 ' / �wi �� , l--t r2 j f7• r:--.1.---:T �' � C1:� papa ,:NT : ,�µN �rv� , ° III 1 y :1;01 O.rvl ' i. NI , �1, _`r•JrC,+f' y: J�.:v : � rG� I.r: rr •t4 � � ' . 111 • `• '('}a" • ''�y`so'”` "ter• - `� p- - `� Jj• V 4,yy BDG 4 . ' .!!ll�� /1 , .r:�"l - a,n'�"° 5 �� / 1 r' r . • C501 14 U' SS lielself\t7rt11111... .1* .L\ ‘_ W , Ci)E, i • ,•rs"•S' ,f: r .s3yy. rv,�~• i0.117. „L.; �,�...-' _ / , 1 •};: 11 0 'J '/` i .... ' ..., ........-- 10.1011.)IP. ' Ili R. .. : • {haps.- i / �' `. . / i' 1� I 111.:.114111APP- /}4u_ , ilaill"-- -:\ r r . .:77-7-4.'_:::,---. BLDG 3sc* �• ;:k- : a 0, • :..; N TYPE A3 '� ■ .. ,,r ...„.,,,,, , 4,•!..,.....,..::....:.:.i..,.:. ....... : " iir4, 00 et : i ,..„...t__ • .,..., ,..,- „, } ...„ „. . ...... F' t 12 ova R Y , ; // ! +t /�-ii -• -• - ,-,--- _ 1 ' I ... a`4ry R 1 r • fr_ 1. ,,••• t < CAL H ii'.. or k . 'j----------1-----r:"VikM-\ t:= :?:r, .✓ Q ,mat” r. .� a / �� G • .: I a 4 `"241se_ ,-,., Ct rY: t • : r,r ,.bra�•F, ' BL II G 2 ® �• �'b X G , 1 I >1— 0 • r d r x� �� Ra. h TYP A3 �� I. r.M1' {w . la! cx: l Me ' Ips - � I ., w sw } °�..� : '"'-'" :1111. . ! ti ¢ to 1.. :..._---,.. .„,�,,, < ‘...” 7,...,. . ,.,::'.L., .:.._,,.".:.,,-...1t.• , ,,,, • - .,•• \ ci -7- ' • , . . . . • I • UJ l ' ,.:.,• 11 ws...),,,,„......- `` r • / Z �' �� 1 �° 0�1 '11 J.a • o �' c� fCt— : I 11111 <' y" } y' ' ,000,_)..- N--- -' r G� vh o _a_ I L.I.. o tt� ' ' . 1 . 1 1 �� G: :\ I� I^ • P •• Q .. .11.. y ' ��: 0 °\ . .pr---# ,,17,44. v., •' ..-6,N E ��.: : ,".. • • .,- -- lk.- VLIIIA/ A • BLDG 7 ■ u) p cL :, a� BL► G 1 /- POOL . . LIU �� : I 1=1 or rR I {r. •• .� TYP- A4 4.1. 0 Q `tel �i {' ,•k: . I q - - - ; iiji _ 15.QQ'PUBLIC :�- 10s D • � WATER EASEMENT # ` ME .41.• . , . . :. :..., hh et, �''� :'. / / - ... < .,.--.1..1..1..1..,. ..=_ 1 IL. - z > 0 CD4., . , ; 110 �� I �, -� L i, W LEGEND: O C� _ • BLD Q P. I �5.ao'P UBLIC w � • MUNITY EXISTING BOUNDARY LINE ti•L.2:\ 1!, ,. \ I WATER EASEMENT m - - - EXISTING EASEMENT LINE co �`_ : GPR G3 w BUILDING E=11N . I };tip - EC I EXISTING CURB LINE CD I :15.00'PUBLIC E� 1 ` �`(P� k ¢ IZ ,. � . I _ U - PROPOSED BUILDING FACE : :, 4, CATER EASEMENT+ , r u C'U �. ` C7 { _ ,:„. k V 502 - ■ ■ �� PROPOSED CURB LINE „�. _ . _ _ . , , . . _Ai PROPOSED STRIPING . _.: G II _ • 1 I I I CIARP4�T I I I — „, , ® TYP G1 / ` �I, , , I I _ • - EXISTING CONCRETE SURFACE • C _ I _ L_ L _L1. _1J L_LLI - TYPE G1 • • . - ,�ti - - FW I e } PROPOSED CONCRETE SURFACE >51,Ialli# FW FW < Dr—� — O7. r I �j O -- E PROPOSED DOUBLE CHECK ASSEMBLY moi. ` 11 �� SSS 55 SS 0 �� I ❑ d HC ! �1, O T _`w '7 AND VAULT .. 1. .,„ , ,, I . .i I I � I I I I , GARAGE 7 I i I� I I I _ Yr I II I ` ; I PROPOSED DOMESTIC WATER METER w • _ = TYPE G5 - ��. 1 my 4 •s ®: _ — ■ham ®, � =�� I I1 !. ' • Li2 c9 _ V 4t rn a9 a � ocQOv Br, V V 1 1 1 V f 1./ r--". nt ,yam+ Yr Q VJ cm mi .::,''v .r.✓" y,r'`�.--..•' \ .. a ° `,¢S.,..-1--. j . 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PROPOSED CURB LINE r PROPOSED STRIPING 0 i• -' a ��— / 1.‘ 'J pal - EXISTING CONCRETE SURFACE • ' • SYy R :x ' r x T ...------ - A! / - - ' - PROPOSED CONCRETE SURFACE 45. v / ° r + d • /" * 4.' ., 6 , - PROPOSED DOUBLE CHECK ASSEMBLY d '• . • i c7 — / AND VAULT O§il I / ✓SSCO-B4 4 1 / ;' @ 1.00% ��, PROPOSED DOMESTIC WATER METER Z z a (7)1,1" +�� / \.� / 1 / BLDG A TYPE A3 1 a� - . \ 0 I o I O - ::::: ::: :N01JT 11\ .,. • ..• s P4 O `'� I116L © : i 4 PROPOSED REMOTE FIRE DEPARTMENT ~�,, °\ 1 • 1 +• �' r\ 1 If !C Ss @ 5.00% 1 SW HUNTINGTOII CONNECTION ----- v,,a . a ; 11 ', �1 a AVENUE :RR:Pp:Ss:DDSs::CATCH BASIN \S% %Ik, . / 1 1, 1 I / � : CLEAN OUT 1 ;4 ....\ r h• rt°M‘ ''' '% R 2 , 1 ,L— I /////// �- O - PROPOSED STORM MANHOLE 10 - PROPOSED SITE LIGHTING \ •,, ' \ 1 1 �. 15.00' PUBLICQ. 6 lliih, 1 \1 Nx...:i ,1 1 L `� 0`N / ` 41'_,WATER EASEMENT o r II�� - PROPOSED TRANSFORMER �"� ® _ 1� D �� ;_:_:.::. �.:::,: - PROPOSED STORM LINE 1 �1 , .:, ® �� y pV3 / ` ` , `�` SS - PROPOSED SANITARY SEWER LINE ®I w 1 a. 1 O NII. + ,�� 5D EXISTING STORM DRAIN LINE � 011110. ,t. 446.. D - . I DCDA ili; w - PROPOSED WATER LINE il I D r !� G - PROPOSED NATURAL GAS SERVICE 1--� a. . . .•{ ©CVA ilI 10111'\ \ �.110 oil,,,-,... 04 _ 0 Mr . t5 __- f E PROPOSED ELECTRIC SERVICE PROPOSED DOMESTIC WATER LINE \)11 I5 . PROPOSED FIRE WATER LINE < EL . � ' y F� } i l a: - EXISTING STORM DRAIN D �' -z: s* SS' - EXISTING SANITARY SEWER LINE <C 0 10e0- \ ' • _4( oi _ *0 ......_ EXISTING WATER LINE ` LL �!t I 3 •_ - EXISTING GAS LINE • O , 7 f `> - EXISTING POWER LINE �tC� 1 1 i' a# ' I GE • • EXSS-1 ;� � - EXISTING FIRE HYDRANT CZ W ��-C�0 11 , =�- O GP�\G -.. G\ s. A. '0 I Y 1 ry . s .> e - EXISTING WATER VALVE w Z Fww — ZLLCt ,._ ,A-01 ;-;----7i. - • ... i:L aft C9 icp ,,, 0 < - 7 ,.. , . z 0 n AG� x I I— I \ I I .1 1_ = L.L Z J Q QUO u) w _ r C7 T DATA MANHOLEDATA � L CLEANOUT Y , ; Y v o : \ - - S5C0B4 EXSS1`'SEWER CONSTRUCTION NOTES RIM=20834' RIM:20697 1 w IE(6 ) =202.03' IEIN(6NW)= 197.42 :.; ,•,,,,,,,..„--e::::-----,,..-....-.•;,.‘ :v, :.•' ,..,!"°. °.- t `14 ' ippg ... 4: o IE OUT(8"S) = 197.22 Y..,;;=" . f;.:,:-.,-..-< .-- - ,`ii �� * ) 11111. INSTALL SANITARY SEWER CLEANOUT. SEE STRUCTURE TABLE FOR RIM AND INVERT INFORMATION. v:a�= r .- ,F-- • ,� 1 0► ---- -.i,„, REFER TO DETAIL ON SHEET C702. SSCO B� `w"F > - - ,' ` ti1. 0 N RIM=211 . I liM • .6.; ''''Z .37' • �. 1 �,�. IIIe iCi 41100 INSTALL 6" PVC D3034 SANITARY SEWER PIPE. - ,k r' i,—.. 1�� 0 _-0,,...4,— • V - Ii__ >._ co i 411. INSTALL STANDARD 48" SANITARY SEWER MANHOLE. REFER TO DETAIL ON SHEET C703. / ;`:';;; , r: E. u) Lii4:: 'w` a PROF 0 O STUB 6" SANITARY SEWER SERVICE 5' FROM BUILDING FACE. REFER TO PLUMBING PLAN FOR S Oil- ' !Lk ' I ;I� Z � �NGINEF� �oy9 n.. CONTINUATION. ;_1 -. 0. • _ --• - � . ?. € 1 u nu of ® W 65433PE CC F CONNECT PROPOSED SANITARY SEWER PIPE TO EXISTING SANITARY SEWER MANHOLE. SEE ! _u au ;. r ^ _tet :�..i �..L!.. II • STRUCTURE TABLE FOR INVERT INFORMATION. l',:li ✓ 0 GON ` -IMT;f-=TT € I " ' l G/Y 09.2° N. b a { 'C1"k'C4�,b`.:?.�,,�ll` '^,04-t,x'••,••,�r ••••,n Ea:;asaar7aS:7.aashi:t .•4`...••.N•. .4,r x O :#; �, ad'K7l^, .1k'ad`:k;?kbk".2C:7c .. ' � <'s�vd;`,'a�*`. U > :> 1 g>=.,::,::•.•;.:ecmv.3 \ o-��sr EXPIRES:12/31/16 – . fli k KEY MAP DATE 102/05/2016 0 SCALE: NTS DRAWN I MJZ C ro DESIGNED I MJZ L N in ,' N U CHECKED I KSR M I\ D PROJECT# 121509510 el a 17f; 13 SHEET TITLE I— SANITARY PLAN o U) SHEET NUMBER P, :c - co SCALE: 1"=20' Z c = O 0501 cob- o m 20 10 0 20 U C II LAND USE# SDR 2015-00004 E ttoo ✓ k I." °o J O 4) 0c hr LEGEND �� - EXISTING BOUNDARY LINE 1 �4 - - - EXISTING EASEMENT LINE o ,ii 7.- 0 4 _ :..._..___._._.._.._._..._....-..- : _ EXISTING CURB LINE \1).110, \ I .........\ . •,. • Ili / _.. .. PROPOSED BUILDING FACE • a ❑ \ \`' / - PROPOSED CURB LINE 1 \ .� ----+--...-++----�---.----- +�+� - PROPOSED STRIPING Q BLDG TYPE A3 EXISTING CONCRETE SURFACE 000. • . , L •"*".•000' R +• _ PROPOSED CONCRETE SURFACE lir Q \ ❑ - PROPOSED DOUBLE CHECK ASSEMBLY I ��-C Fp AND VAULT �� \ / • - ::::::: :::::::T • ` • O SSCO-B2 \ \0 \ a p~ O '� 0. s‘, , •, c_- ,, \ \ \ \ _� \IS PROPOSED FIRE HYDRANT x a C7 ! �'�� \ \ . \ \ -- 4 - PROPOSED REMOTE FIRE DEPARTMENT *'\ 101111410 C� \ G�`�P� l" iiiiwird210.42LF i C CONNECTION \ PROPOSED STORM CATCH BASIN .Q 430 24.66LF --- \* �. ], OW' PROPOSED STORM CLEAN OUT @2.00% `'� o� ',2 . . . ; DW G�R�GE O - PROPOSED STORM MANHOLE �I �G\ CLEANOUT DATA MANHOLE DATA U) •.. p � ,'� � ,� ,w1;* `•"" - -(`(p �I � - PROPOSED SITE LIGHTING E / =fl 5SC0 B1 SSMH W2 1, -,,,,. .:,,,,, ` s to ' - - PROPOSED TRANSFORMER / '� vRIM: 198.25RIM: 194.86 ©IE OUT(6"SE)= 190.00IE IN(8"W) = 186.14 - PROPOSEb STORM LINEZ *111\ '''----' /f IE IN(6"N)= 186.04 .,.//1\ '/�1 / - ssPROPOSED SANITARY SEWER LINE \ /�� ' SSCO B2 IE IN(6"SW)- 186.08 W /� f� RIM: 200.75 IE OUT(8"E)= 185.94 SD - EXISTING STORM DRAIN LINE ■ ► ' SSCO W5 IE OUT(6"S)= 189.81 w - PROPOSED WATER LINE O. . = ` SSMH W3 IN G - PROPOSED NATURAL GAS SERVICE M 0 `J ' SSCO B3 RIM: 195.57 SSCO-B1 frititio ? / F RIM: 203.34 IE IN(6"N)= 186.99 E PROPOSED ELECTRIC SERVICE ,. I Fly ` / . ,•• • • •-, -- ....--�� ...„ .. S. IE OUT(6"SW)= 195.50 IE OUT(8"E)= 186.79 PROPOSED DOMESTIC WATER LINE .� " L-•- SSCO-B6 PROPOSED FIRE WATER LINE C / • 6 o '� -- -:. RIM: 195.99 EXISTING STO DRAIN oW CL D �/ IE OUT(6"S)=186.97 RM `� ( • •,1„ . ' : - EXISTING SANITARY SEWER LINE o FW FW % 82.97LF ss N • ^.,' Et pWI @2.07% � h '� r-___. SSCO-B8 ��' w w - EXISTING WATER LINE ` C7 RIM: 195.78 • - EXISTING GAS LINE Dw IE OUT(6"NE)= 187.29 EXISTING POWER LINE L.L / 0 m 0 ' SSCO W3 * RIM: 197.78 -6- - EXISTING FIRE HYDRANT W fig IE IN(6"N)= 188.28 VALVE Z .00 1 J 15.00 PUBLIC BLDG 6 TYPE A4 @ IE IN(6"NW)= 188.28 e EXISTING WATER ALil WATER EASEMENT I I = • SSCO W3 1 ` IE OUT(6"S) = 188.28 00. < Q Z . � ssca-w5 r n � GE�1 RIM: 199.67 J V J a 0 GARP p 1 IE IN(6"NE)= 189.32 0 J w 0\'' ' a w - IE IN(6"N) = 189.32 a W CIO . .� IE OUT(6"S) = 189.32 11 0 Z CKO 87.81 LF 2 S SSCO-B6 1 @ 1.47% Q,_ = ..__I 0 4 .' 4. - le•t ___r [ _ __ _ 0 0 I:1 sy 0 0 o a a o 0 0 f , d g� ill • M r< r T 0 in 9 U L 46.32LF I- L- '"). - 'r) \K.,.. @2.00% LwLI - - - - C C C C M H W2( 2 3 :,i38 � �\ If SSMH-W3 @ / N D D u-i Q !• w m U) 1 57.87LF°` 60.68LF Z / @ 1.12° s @ 2.00% 2 _ _ I I I / \ S' U _ _ I I I I I ` o Qx r I I ! I SEWER CONSTRUCTION NOTES �� ' - - _ a. - T " { firL.Hi ii. .,. .__ _ _ ' . " . aw , • : /II I INSTALL SANITARY SEWER CLEANOUT. SEE STRUCTURE TABLE FOR RIM AND INVERT INFORMATION. :knMv '� 1 .. REFER TO DETAIL ON SHEET C702. / ;� ��Ili i 41, INSTALL 6" PVC D3034 SANITARY SEWER PIPE. „y�; ,, �� INSTALL STANDARD 48" SANITARY SEWER MANHOLE. REFER TO DETAIL ON SHEET C703. '.r ..,:. ..,.,..;;I �` �` �* Ni) _ „ ..,, ,..„.- .. ..,,,, ,...„. ;_,.„,:-` 16 % --- - % ----- raaiiii .' �.�3; }{ - got 131 :: 4 STUB 6" SANITARY SEWER SERVICE 5' FROM BUILDING FACE. REFER TO PLUMBING PLAN FOR :0'''>:.. "`; " • '-.° 1110r� CONTINUATION. • � ry R - �- ' ; vJ (� p/}( CONNECT PROPOSED SANITARY SEWER PIPE TO EXISTING SANITARY SEWER MANHOLE. SEEf .• :iI �� NGINEF s/p SSCO-B8 1 STRUCTURE TABLE FOR INVERT INFORMATION. ` likgroill' i : : �`�' 9l �" ir w 65433PE BLDG 8 ••• -_ �,-� w.L_ :�„� 1 = TYPE Ao 6 INSTALL 8" PVC D3034 SANITARY SEWER PIPE. ' : u 1u1.��r a �� 1.1 .!!1 1 Q � I`" 11 I I 100 0 IiON ` STUB 6" SANITARY SEWER SERVICE FOR POOL CONNECTION. POOL AREA TO BE DESIGN BUILD. : :' • _w�;f. � il ,� _ �, ,� r zo �, ci . L E�, 09. CD +e-,- 1 ami• ! ki F�,/N 5��, r . .... Zg fi'i.c.ay.K.,. ........: ..: 7--;.-77"-----.":."." --;. +. �;.aCA.. ms• ��\`';:'. � fl 0 1�5 3 ti;- ':+`:a:;}: :a h.: :M;x. ❑ EXPIRES 12/31/1B 3 KEY MAP Z DATE 102/0512016 y o, SCALE: NTS 0 DRAWN I MJZ a DESIGNED I MJZ U CHECKED IKSR • c All\N _ ED PROJECT# 121509510 � I SHEET TITLE w c° L a CV co H SANITARY PLAN • 1 (I) SHEET NUMBER , F3 SCALE: 1"=20' Z • b• N 11 o 0502 N r co cr \ 20 10 0 20 U d• LL LAND USE# SDR 2015-00004 2 LO .-, , o ild- o t N- Si O O N D � � ti o Q W o ii, .,, I 1 �. mU ' a p • ro b LEGEND SSCO B12 •• ; a . . _;. —,,,,,,,,,,...--.-----‘"-.-'-;.--'7.--.,,,,,,;=''' 's-7. 12'. _____. .s, _.,. . r 1 15.00' PUBLIC I ' Li EXISTING BOUNDARY LINE ~• - - WATER EASEMENT\ C7 �� -- - - EXISTING EASEMENT LINE 1 T v 0 I o INNt .-. _-...._ .::. - EXISTING CURB LINE ti � Lin•MINIL1 1 I In I - PROPOSED BUILDING FACE 0J I I �� ' 1- L - PROPOSED CURB LINE �J PROPOSED STRIPING -,., CI .. -rl • - EXISTING CONCRETE SURFACE `a«' - 'epi,".[NI _ L_ n 69-82LF ;,1 I ,_, - PROPOSED CONCRETE SURFACE BLDG 6 TYPE A4 @6.70% 6 COMMUNITY _� m I BUILDING — - PROPOSED DOUBLE CHECK ASSEMBLY 4 AND VAULT ohm m-1:3 SSCO-B7 a 1 - PROPOSED DOMESTIC WATER METER z W I �. = o SSMH-W1 LL N IP0 - PROPOSED SANITARY CLEANOUT —moi C g ° 3 SSCO B11 - I 3 �,a 1 Q - PROPOSED FIRE HYDRANT '�" Rrl C7 c--)m Sy'° r .11 I ., I I ,, - PROPOSED REMOTE FIRE DEPARTMENT 1 1 I CONNECTION — ;i. - �r PROPOSED STORM CATCH BASIN ' ,'E a_may • S� �-� .. .: a.• �+, ' 620 K43, -' .4. � �e ' • �•- d • L 77 T E PROPOSED STORM CLEAN OUT - - Irte— o o d Q�t�T—— l ��e l I = =T= ��--�� io 0 0 © \N.,o d - s� © o ■■ . ssco-Bc I � i N I I 1 46.31 LF 6 _ GARAGE 5 OD PROPOSED STORM MANHOLE o ,_ I I I I Cq�PORT15 I@ 5.00% \ \ O TYPE G1 I J • • / I I I I I I I I I I \ �� I - •-❑ PROPOSED SITE LIGHTING cn 7 U I I C C C uJ // L__ L _ L _ � _ _I_ _ L _ � _ � _ _ _ _ L _ C C l -� / �� HI PROPOSED TRANSFORMER l j 58.38LF C6 -,- 45.04LF ©27.87%36.46LF I ..,. - PROPOSED STORM LINE Z .00% 71.74LF ss PROPOSED SANITARY SEWER LINE W F@Fv'vl @ 31.64% 2 _ � FDW FWy _FWUV 9 FW FW �� FW FW FW FW FW @ 11.99% w BIN 211.23LF TI e ° 6 ' SD - EXISTING STORM DRAIN LINE LLI @1.00% ` ,.. W - PROPOSED WATER LINE ss T ss SS 1 SS ) SS SS > SS 0 ' - SS 10 �', __ - _ G - PROPOSED NATURAL GAS SERVICE -0- 7 .......„ . _...... = •___ E PROPOSED ELECTRIC SERVICE Et 4D-50LF,Timm' 3 3 - 1 '-c• \ GARAGE 7 le-C3-9 2 35.98LF I I I I I I I - PROPOSED DOMESTIC WATER LINE J 2.36% < IL . ..,.. D. mg , in 1 _ o I TYPE G5 HC 2D.44LF @ O 2.00/° --ti, @1.00°x° 6 r- . 3 0 ��o� I f CA PORT - PROPOSED FIRE WATER LINE • 4 ✓ I I I I s s.3- - EXISTING STORM DRAIN D J 1 < 0 _ s_..- O- :?• 3:- - EXISTING SANITARY SEWER LINE 40 °� _ \ SSC 610 � I. '': a; Dw " EXISTING WATER LINE Ct '• Tl i' ro: 1 1 .: • r - : : : : IINE >1- 0-j1 ___FE - r L.L. .t._ _..., 11119.02LF • @ 0.98% 6 . .'_ . - EXISTING FIRE HYDRANT CL W I 15.00'PUBLIC _ x Z WATER EASEMENT 4 , ' I 8 - EXISTING WATER VALVE SSCO-B9 •I : • 11. N 1 < ii I: r � LL �: - 1 III Q Q Z BLDG 9 TYPE A2 — �—— — BLDG 10 TYPE A2 `, C1) CL o I • I CL Lt I - I __ __ — __ _ _ _ ._ _ __ _ _ � _ LZo LII • MATCHLINE - SEE SHEET C503 I— = J 0 Z U J Q Q O CO (/) _ I- CLEANOUT DATA MANHOLE DATA ` _ ` .• L S5C0-87 SSMH-W1 'ar` ,�.-s- 7.- -. CONSTRUCTION NOTES �., „":w-- RIM=201.34' RIM: 197.61 f Lii IE(6")= 198.50' IE IN(8"W) = 183.05 .: `j' i ".+ `y{� �+ t+f`:%i i o 4. INSTALL SANITARY SEWER CLEANOUT, SEE STRUCTURE TABLE FOR RIM AND INVERT INFORMATION. IE IN(6"E) = 183.05 „.,.. -.:*:1::,--""" '`-• .: ,;.y 'r ;, a ��• , . REFER TO DETAIL ON SHEET C702. SSCO-B9 - IE OUT(8"S)= 182.85 '� ��. r� j-.4-'� � 4• - �! n RIM = 196.00` i1�{ a�° �� :i-i S -. _ : ' YS jci 40 INSTALL 6" PVC D3034 SANITARY SEWER PIPE. r1.' i=,, -'� '4 ��`_ �� ,, �® • SSCO-B10 . .� J ... . :.•: W .. j CO $ 41310 INSTALL STANDARD 48” SANITARY SEWER MANHOLE. REFER TO DETAIL ON SHEET C703. � 10 _ x . I E ui RIM= 197.91' _ IE(6")= 193.47' "'�, s�.� I`� �? J I� I 1 H ,�\��D PROF Wes o STUB 6" SANITARY SEWER SERVICE 5 FROM BUILDING FACE. REFER TO PLUMBING PLAN FOR I 7 �� GINS a CONTINUATION. '.� WWI � �, ,,,- Z F N F t I i._ yiu:�i iil :: ...I'll W 65433PE SSCO B11 '; � � :� ; 1 <c, l 11.11) RIM = 198.48' CONNECT PROPOSED SANITARY SEWER PIPE TO EXISTING SANITARY SEWER MANHOLE. SEE IE(8")= 186.82' �� :�� irili, �� :i. �+ � T 1_ 1111.111 I 2 �a STRUCTURE TABLE FOR INVERT INFORMATION. � [IMMO w )11111101 I � GON C, SSCO-812 s v(, 6Y i -cIM. . .l � _...--. rogue....... r o 2 , 6 INSTALL 8' PVC D3034 SANITARY SEWER PIPE. RIM= 19fi.51' .., !ai ,., u., .: U �v/N S L155�\ o IE(8") = 191.50' n R _ :„,.„a.wt.,: . .x akn a•,,,„,„„„„„..,-;:� t' ,�' :r:: ,:: •-.7'”.`...,.•eke.:s O a. 8 OD STUB 6” SANITARY SEWER SERVICE FOR POOL CONNECTION. POOL AREA TO BE DESIGN BUILD. ,,.:.•�, �.N , �• �, EXPIRES 12/31/16 SSCO-BC . 1. I ❑ G G RI M = 199.50' t IE(8")= 197.50` KEY MAP Z DATE 1 02/05/2016 -0 SCALE: NTS O DRAWN 1 MJZ N a F- DESIGNED I MJZ C R CHECKED I KSR c !.:IliiiIiill:::: PROJECT# 121509510 it SHEET TITLE o , V. � SANITARY PLAN N -a Cn SHEET NUMBER N co SCALE: 1"=20` Z coE Q N Ems wwww 0 C503 o a) 20 10 0 20 - LT_ LAND USE# SDR 2015-00004 LLC) O o 4t vI1 LEGEND J 0 a° __ __ - EXISTING BOUNDARY LINE - - EXISTING EASEMENT LINE 0 H---. - EXISTING CURB LINE - PROPOSED BUILDING FACE Q - PROPOSED CURB LINE -,..,..,-_ - PROPOSED STRIPING Q I • - EXISTING CONCRETE SURFACE 'IN: ,*,, .•,: , - PROPOSED CONCRETE SURFACE MATCHLINE - SEE SHEET C503 II i IF / • PROPOSED DOUBLE CHECK ASSEMBLY /� AND VAULT 119.02LF I� I 1 ti Q 651 a 4 -_... ....---_-"---":„A-!,! �€ 1 - PROPOSED DOMESTIC WATER METER Z Z 4. , .. I I O - PROPOSED SANITARY CLEANOUT ii O Ox it - 6 119.02LF _ I 'a @ 0 98% - PROPOSED FIRE HYDRANT x � C7 I� I - BLDG O TYPE A2 ! I ,, - PROPOSED REMOTE FIRE DEPARTMENT - -� I CONNECTION ` L_ -'' •- L _ PROPOSED STORM CATCH BASIN A 1 I - - PROPOSED STORM CLEAN OUT Imo. 1-- rnj ... Ccs O - PROPOSED STORM MANHOLE I - PROPOSED SITE LIGHTING Cf) �, SSCO-W2 / . �[ — i� dui - 1 I M 0. . :1 c_, hi PROPOSED TRANSFORMER T LE ,• LGIii:C51:1 -. 1 LET PROPOSED STORM LINE z ti . 4 ¢ . . + PROPOSED SANITARY SEWER LINE ' ' I ,, - SD - EXISTING STORM DRAIN LINE W • © SS - SS © •:,.. II w - PROPOSED WATER LINE �� tillift � 75.24 of B ' '.�.__ � � -_ J G - PROPOSED NATURAL GAS SERVICE PROPOSED ELECTRIC SERVICE - �.-— -- T—�]mL s: vy. .. .... .�a .L _'�"1.-'r,`tm:6E•aytYv. ...�_ ..iya... - .�.. - ....,..3v4Y�iyT.`,.m nv... :....4.' ems N ;� ,, PROPOSE Q DOMESTIC WATER LINE ^ PROPOSEDLINE •• - EXISTING STORM DRAIN (21... iii! $SCO W1 t • „, 33. EXISTING SANITARY SEWER LINE < ‘...., ��// 1 69.85LF .y ! f L.L / ir '@ 1 055' 6 ,-111 ` �:. w - EXISTING WATER LINE r r - EXISTING GAS LINE >ml 0 a ."3k�, - i '/fir/ y...:.. ~ILIF (2 i..� -- .:.:. w EXISTING POWER LINE � ,,, - EXISTING FIRE HYDRANT Q LLJ .,.................... ...A..• .,....................... :<:e .......,.....,,t v ' ............:..,.,...,.. v: ..�..n...- uuu. 4 ,,., ...r.,,:. .....r..u...u..,. + '.4 ......:.:•e.. r ............... �` .y1 �y "" ". w ��.. '. µ ..• • . . e - EXISTING WATER VALVE LLJ 1_ Z .......v. - :v -.._r :: ..^ r,:...^� ^,::•R2.:2m.--- ,r. .. . ..,. ix.—:,,... .. r... .-+,.. n ,..:�-v. ,. -2 - . • . S • .-- • ... +.,C'A - ..% m`4. .ti:iti.5,•...----. ,....e v $ ..iii:•- ,-w,. � ` 0_ 0 w . >-- —Jz o 0 I- T J o -.01.i 0 0 6 0 cr) I F- >- . MANHOLE DATA ,,.. z o EXSS-2 r w ' ' c RIM: 189.80 ra M IE IN 8"E _ 179.75 SEWER CONSTRUCTION NOTES IE IN(8"NW) = 179.85 ......-if,-...~ - _ IE OUT 8"S = 179.48 `A R, -' . ' - `g �! 1 w 11111. INSTALL SANITARY SEWER CLEANOUT. SEE STRUCTURE TABLE FOR RIM AND INVERT INFORMATION. SSCO-W1 � ''Y-`/it '� �• ;; , :: �""'�-• �� ..,.:1...'.,:..;1101\,,, �.,..-, :•,...T(2-0 ..-�I, REFER TO DETAIL ON SHEET C702. i ` ;) RIM: 193.55a z ��' • --;--'' ..i. .„\ IE IN(8"W) = X84.79 , , 1' ./ . ,i �- D8 ! n INSTALL 6' PVC D3034 SANITARY SEWER PIPE. IE OUT(8"SE) = 184.59 s r ', _-->------2.— ! - \�% i'••f-- �.. "�`:' I .. .:i . I a, .y r 1 M orC/O 4 ;..%'" t .> . . v 1 - r r1 4D INSTALL STANDARD 48" SANITARY SEWER MANHOLE. REFER TO DETAIL ON SHEET C703. SS �: = ► ':> F 1 VJ w RIM: 192.15 `::::::;;?..--44-'',.-1. • ' .. T. __ .: `:t,: m` i RD PROF IE IN(8"N)= 181.68 , ,! ' I `tC� �ScSj o STUB 6" SANITARY SEWER SERVICE 5 FROM BUILDING FACE. REFER TO PLUMBING PLAN FOR = . I z ��GiNFE Oy c IE OUT(8"E) 181.54 � '° `<� 9 q a. CONTINUATION. - » '• r i. a C r "nw:u uI fa Ufa mi �� ®rf• . '' Cw 65 3PE CONNECT PROPOSED SANITARY SEWER PIPE TO EXISTING SANITARY SEWER MANHOLE. SEE k 'I urn ur '� - °'� � �� !1 C STRUCTURE TABLE FOR INVERT INFORMATION. '� ` I* " r __ ■ 0 ON G ;-1. ET fid.WWII�.. . a■= - -..!.r a��:... .. , .- ..=— o g 2 �� ' 6 INSTALL 8” PVC D3034 SANITARY SEWER PIPE. r�r , r,..w _ U �F1' ... S. RNS O �'' - .... .. f .�', -�,.....- --:.,.�.+b\ .... ,k,.,.'k5k.;::azu,k...iC.`.C�,vw,..�ytti.x.: �,.:.,,<., � ', .tw•� \4:�. O 0 4 STUB 6" SANITARY SEWER SERVICE FOR POOL CONNECTION. POOL AREA TO BE DESIGN BUILD. ; % w• NE m�Ii--.. ;, ,;,:-„.....: EXPIRES: 12/31/16 'S o KEY MAP Z DATE 102105/2016 M SCALE: NTS DRAWN I MJZ DESIGNED I MJZ C L RI �, AL\ 0 CHECKED I KSR PROJECT# 121509510 a o ar 4:3 Ilri 1:: SHEET TITLE eNi 03 SANITARY PLAN �+ .o CO SHEET NUMBER 2 SCALE: 1'=20' Z co 1=111 o C504 . , a 4) 20 10 0 20 U ciII LAND USE 52015-00004 1-1- ,-- ..- „,,,"'''' ....,,"' ,c551'. .4,0*' :,•-•-•''' ,,,,,,,....,,,,,, ,,, ,..,,.....„,,,,.:. 0 -•-• 0) ...-- ,..-• • 1 ts 0 a) ...„.,„..., 0)15 , -:ev• -- al u) = J 0- „....,.„,..„. _. - ,..,-- „,,,--- .-41 I ,,,...., r--, -- . .0 ....„..---." 1 0 --- -- -- _ - ..,... ..,...,,,., 0 ,„,,----''' •410 -11qt °'' - ' ------ ----6 ,-0,,,---"'''. - ,,,,,' .,----• -Y'' ,-----"' -7iwo -- -- --_ ----• -. - •--- sfE - I '''''' -.1 ,•-% ...,...,,,,,<') ,.. ---- _ ____..- ook--- i<11110. .,...,.....„....LL.,.,.:...L..... ... , ....... „.., ..... ... .„„ . .. ......, I ...,-, -‹.-iii - ,...:..-0..-- ii4r---, -- - w•-• -----' --------'"' , , - . . .„„,........„, f 11)4'. et „,..o'"' .°:-------- ,-,°'''''' ••,--.''' ,--____::::::-----illfr __,,,.... 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''''//i/ s. tr_ / :-.. - • • - ® ;;.• i',7- - EXISTING GAS LINE 0 0 ______,..........____ _ , r b .•.' ''.. ... 11= w a 01 _ , _, , ____ . _ • EXPIRES: 12/31/16 - W - W .'3 -7- L- "ar- -i' '-' '5-13EARDASTREtT w ,914,44414E4Ra STREET W W 1 w - . ...„4.7%■*,., ..,_, ,.. .----T,,,..1.,._ _ ,IF - woHlY.illio' , , ,•- _ EXISTING POWER LINE 0 '' '' -_, ,., ,!::-.5,. 45- - EXISTING FIRE HYDRANT Z DATE I 02/05/2016 a a3 -- E .----- 1„,, :•uNIEi!...• •••••#.4 . L •- N •is' . :.go- .--4.111i, ,110 . 11 IIIMIIhhhbb.""liIlli%\ I i - ) -E- - - E -- E : . e - EXISTING WATER VALVE DRAWN I MJZ m -0 '":-?..t 7.:/IT -__E c --- - -- FO - -- FO EFO -_- -- - - E - I 0 ., It 0 •' ,),-... . _ _472 • 4 . ,L 4.. --;'i . DESIGNED I MJZ "SUMMER C EEK APARTMENTS" . 1 ' .--.. 1 .k- ,4,4 bi,...jp",-1 - .•- ...:-----T-----------•--? -_ _F-°__ ...• - •-.--"... •-•-•-• i •:-;, i 4,-,_......:7011._A .,, T ,--.-- .. 1- . . CHECKED I K SR M ? L PROJECT# I 21509510 - .., -w.. .. . .:, .. _ri._,._ _ ti i_-:;- •'--.1 Ct SHEET TITLE '(',,i a ' • 1-- '4 .:. SCALE 1"=40' I- OVERALL WATER . . \'N co SHEET NUMBER D/ • ..• H-czi (7, t-- , k I 40 20 0 40 Z c`i c I 3 c 0 tj- 1.1) VP 0 C600 '125 'ai 0 cL Lt LAND USE# SDR 2015-00004 I Z' F.). R7 U 4t J 0 N O� O (0 v 17- I go05 ,s ^"rte: .. ,-^ '.'..' "�;., i. %-.+K I —I 11 /.: as o - 1 Il..!,..' -.'''''''': . • =% Y • LEGEND : .. ...L....L: . .'....ri ' O K^ SS) � /0/0011 __ EXISTING BOUNDARY LINE ti y.. r'" r`--- "" f <`` 9Y� 4. - - EXISTING EASEMENT LINE : .*:. fj �� J ".< r;:L'Il_ofrilli- '� - EXISTING CURB LINE 0 ,r• ..... rte^ ,. - ,.� � .. %Y,n•" �, M.r �.: : r:•" %� - PROPOSED BUILDING FACE .::: 0 �r ,,:: � ,, a •-__ - ROPOSED CURB LINE ;. ' !;,.: K' ! n, PROPOSED STRIPING fi.,:: ..„ ..„.: ::: " rYii...;;::::::,1....,.....4.1111;:it- ri..:7,,.;.,- ��.'• 4110. '! EXISTING CONCRETE SURFACE , •y,•,.,,' " : „, G 'y I'a' �! • 1 _ '• a. rY +fir;,' s,:2. :.•” c'HikCk N�:. - !I PROPOSED CONCRETE SURFACE ,r ,: - ' \V/ n'" ' ' ' 0 ! 1 I MI - PROPOSED DOMESTIC WATER METER z �,‹a = Fligilithi';le o PROPOSED SANITARY CLEANOUT .: s• W {2�� ti ! . r:g °a G 1 ....„,-.;-,,4::,:-:;''• �� S ! yr - PROPOSED FIRE HYDRANT : 1 . .. (J7.. .,.k :• .Yrn �� " "`•", ...'•�� - /' - PROPOSED REMOTE FIRE DEPARTMENT "r Y � • • !! CONNECTION ... , 1,..70.00111111A.'- 0 Ilk \ . ,.:„:.: PROPOSED STORM CATCH BASIN W `s• !�=1 - PROPOSED STORM CLEAN OUT ! O - PROPOSED STORM MANHOLE :.w ,e0,:,.. l„wN• T !� BLDG TYPE A3 -----7----,,,i '''''21 .... ...�.. �� . � ! S �--❑ - PROPOSED SITE LIGHTING .,, :<-'' Q .:Y•'' -ster, • a ,�,. -• ! � O UPROPOSED TRANSFORMER T 7 .' • • © O6 '....:,:^" .::•,•",^:`' ,.::. �! f. ' nwaxuue ',a.>.�: :�.,� C�.�,. - PROPOSED STORM LINE Zil"\-- �. �. $ �' , • - — :\i - PROPOSED SANITARY SEWER LINE LIJ "�" ^ "�" " ! / I SD EXISTING STORM DRAIN LINE �5 ' ' 1� W PROPOSED WATER LINE ' • l / x x ' 411, .�► 11111.114411 G - PROPOSED NATURAL GAS SERVICE .t - .4 ,, !! • — 1 (7-) E - PROPOSED ELECTRIC SERVICE �, �' ' I - PROPOSED DOMESTIC WATER LINE �,�N . '/ . ------ 1 �, PROPOSED FIRE WATER LINE < EL a _� f ,� p� n :_,.., ,f - EXISTING STORM DRAIN 0_ D • ! ve,1111 .13:111 f ` - EXISTING SANITARY SEWER LINE O !'. 10 !!I Y4 c--4 f� e a •' ' � Ct „twill _...„, \-. - * \ - 04 ,�-..-.,.-_. _ - EXISTING : NNE....-- r ___--- --- Agri A e /, .:...:____....._. ._._...--......-... EXISTING E > 0 -", ..\ ,.. / 1 �.�/ / • ♦ •} - EXISTING POWER LINE f L.triv•-• 1 (.: ® � - EXISTING FIRE HYDRANT W o Q 4I....• . r / 11 e EXISTING WATER VALVE Z . BLDG TYPE A3 1 �# e as LF ; . W i— �1 I $ , ..--1-4 . � ` - if a e 16LFO . ?:: • \ / l 1 • . <CZ Cf21 am LUC-9 - 1 1011°W 57 LF1 1% \ 4> 4\41° ,41_,1 k I 1 1 �3 � � ©� \ � • - a I �• I�� L •S1F Ct 0 Q '� Ovo‘k\1\ I e% W J a 1400010 1 f r H J11 0910" �'I1 11 , 1 — � ' C, jr7.---:71 F� Q� ® w �� / a e I CI 4 ----,, ........__ .. 4 : - ., , / ® 4 "-'''N''''----''''''.\\\I Albi& iiiii___Orr'llit .. .\... ., . . l' I . 1 ~0 FEW ,..__/"''' O.130 L / .. d ® , -rDCDA ] I, � . �� 021 — — — •0 ii.1 .0 III .000. • lill .. 0 . ir .132 LR di.,_ .34 LF : � ., xr 4: la... 1` FW�t !-'-'----'-'-<1 VIIF� ! , 29 LF. A ', . .... .87 LF Ne 7 •87 Lf FOR CONTINUATION AT ORD PFI PLANS ,`4 z Q l!i. .c4 I 1.i N •a r - r♦ _ H -. .,• • . • _ __ —_,-' li �" 0 '/ o rte' »2 MATCHLINE - SEE SHEET C604 WA TER NOTES'. � ,,,s„,,,;,,,,..,%,4,..•:;„,„- : Y` " li + .=e r VALVES ,.:;�.;.:� ��`► ■ INSTALL 4"X4 MJ TEE WITH TWO 4 GATE �, _;.' "..4*, ..,^• % rl . INSTALL 6" C900 WATER LINE. MECHANICALLY RESTRAIN ALL ® ; a _.:,, ;rte��\IIIPtii .T.i.:11.1:7::: ' f i O FITTINGS AND JOINTS. ;� / tf - so .'c :- i -, ti INSTALL 6"X6" MJ TEE WITH TWO 6" GATE VALVES 1 / �; + = ►� r �° .; 1 © INSTALL 4" C900 FIRE WATER LINE, 6" x 4" MJ TEE, AND 4" GATE VALVE. ^ y,�1= \ ��i■ ■■ ` F ;;�I - MECHANICALLY RESTRAIN ALL FITTINGS AND JOINTS. DOUBLE CHECK IN :'.,%e-:::::•':11 R I_ .I 1 CO -g BUILDING, SEE PLUMBING PLANS FOR CONTINUATION. .'1 ` ^," a INSTALL 1.5 WATER SERVICE WITH TYPE "K" COPPER. REFER } I. ' J I �I� ,��,�d PR°Fes YkJrvt:-. icL 4 INSTALL BUILDING MOUNTED FIRE DEPARTMENT CONNECTION. TO 1 112 WATER SERVICE DWG NO. 521 ON SHEET C705 ', �,,,, `'' r z c ,NCINEF� X0', SEE PLUMBING PLANS FOR CONTINUATION. ' ' •-''' " m ' • • k W 65433PE r 10 INSTALL 6"45" MJ BEND. a ur rrl r• r w INSTALL REMOTE FIRE DEPARTMENT CONNECTION. ROUTE 4" C900 n It! u� .� �':r, 1 FIRE WATER LINE BACK TO BUILDING. MECHANICALLY RESTRAIN 1 8 0 GUN k ALL FITTINGS AND JOINTS. • INSTALL 6"22.5° MJ BEND. i II �� O STUB DOMESTIC WATER LINE 5' FROM FACE OF BUILDING. SEE .!: ) —,411101. -. 10:11 _1`_ n`"`""' �✓ �v4 S RY3'' S PLUMBING PLANS FOR CONTINUATION. . INSTALL 6"X 6" MJ TEE, � �.- �`' ��.:.,n....:zx.'s..�, � 4::: K ..,:.�,a��sc�c',c:woxr:�xtw,'�Syw.u::,:;»�w>hu:y��..�^c,l,w"� .,• � :exexcu 40 �,� io �� ? rrxe rs: ❑ EXPIRES: 12/31/16 -� Q STUB FIRE WATER LINE 5' FROM FACE OF BUILDING. SEE PLUMBING `r 3 b PLANS FOR CONTINUATION. . INSTALL 6" X 4" REDUCER AND 4" GATE VALVE KEY MAP Z DATE 1 02/05/2016 0 '42' O STUB FIRE DEPARTMENT CONNECTION LINE 5' FROM FACE OF SCALE, NTS DRAWN ] MJZ m E BUILDING. SEE PLUMBING PLANS FOR CONTINUATION. ® INSTALL 8" X 6" MJ REDUCER BEYOND DCDA.iii E km. DESIGNED I MJZ N1 11 \ r , CHECKED KSR Iv •Y • INSTALL 4" C900 DOMESTIC WATER LINE WITH 4" GATE VALVE ® INSTALL 6"X 4" MJ REDUCER BEYOND DCVA. `J o_ All PROJECT# I 21509510 o CL ® INSTALL 4" 45° MJ BEND. V. �/ SHEET TITLE g 411101 INSTALL PRIVATE FIRE HYDRANT ASSEMBLY. REFER TO FIRE Nro HYDRAND ASSEMBLY DWG. NO. 542 ON SHEET C705 WATER PLAN I. INSTALL 4" 22.5' MJ BEND. Ci) c9- _- • INSTALL 4" C900 FIRE WATER LINE,MECHANICALLY RESTRAIN ALL V J SHEET NUMBER , m FITTINGS AND JOINTS. DOUBLE CHECK IN BUILDING, SEE PLUMBINGSCALE: 1"=20' Z ii r PLANS FOR CONTINUATION. ® INSTALL 1.5" WATER METER AND 2" DCVA FOR IRRIGATION. _ E l SEE IRRIGATION PLANS FOR CONTINUATION AND DETAIL m. 0 O C60I w SHEET C705 o 20 10 0 20 LAND USE# SDR 2015-00004 '''' '''''. ''";1..;:;;'''''''. ''''''''''-"" '''''' ' '-:.'. k '' i Cni Cri i �`~" y�:t o p o :::„......".'":::.,.. .,.:........,5:,:::-.11 :5: 5:::••!,+:::::" '''''''' :,"•' "�.-,:• • •ice ,•,-, .>: ",: r{�� r `" -� .�.-- LEGEND .'! = ` Jam, £.. 1,,..',,,,..,.::.:;-0-- " `' r - EXISTING BOUNDARY LINE N ::::::;;:.:....::,,:::: ::!:,i!:.,!.„ -"• 0 . mak.,•• LINE 0 r•-• l .. r s" ;,,- ~� - EXISTING CURB LINE EXISTING EASEMENT ` ..„,. „to-sir - �-`<o� ....•• „....e.- • -` ` • - PROPOSED BUILDING FACE ii!!---;------ , , ... 10.::.::. � ," a PROPOSED CURB LINE " " - OLI:---- il ", - :. PROPOSED STRIPING ,: _...5 Ole'S O..,.0:0N-. ,. 40. EXISTING CONCRETE SURFACE r, :::: :!....:::: .„...„„---' ,...-,,,..---":„.4000, .,,,..,_;„, ''r"„,^'..--'.-....- ,, - !.; �/ + PROPOSED CONCRETE SURFACE " °' `' �' a /I PROPOSED DOMESTIC WATER METER 2 V,,.. :w 7 ^i � ,V^;.•`^r''r"r " r;r .+•r,s: -,�+ M +��.:/` _ N'•• r ,.N�' .�•..+' 4 ' ® .. I C7 " -� �.•:` -' . •• . ..• . M / :: 0 - PROPOSED SANITARY CLEANOUT 0 ` �� J' . �'I '0 rte ° Nr? �r " . .k=' �r, .--'`--'` :s.......,-,- ( ' • , 1. r // PROPOSED FIRE HYDRANT a cb 'L .:::. • '"~ �`"`x "-� = „. """l --'" °^ a � /� / Alit, PROPOSED REMOTE FIRE DEPARTMENT ~` s "' "" • ~ �`• '��•: + ; CONNECTION ,°" . ,- " .---:- :'::.:..:''-'::':---::.:•:>"' :. "` " --''` 'd ` PROPOSED STORM CATCH BASIN \,--'•• -;:.:;:1::e ..'. „„...„ 0, .......„......„.,,,,' . . ...e.,..--Or ___---- x 4a, e deli PROPOSED STORM CLEAN OUT �` `�� . ; I— v PROPOSED STORM MANHOLE A ~' :f _ • '/ •,, . 1 • 1 WW •--� - PROPOSED SITE LIGHTING (I) .•-•• - ~-••r`` � � � v�,+ 11 U} INI - PROPOSED TRANSFORMER •. ".: ~ ®� '�° / 1 .. 1 W .. »„,x - PROPOSED STORM LINE :„�°" : - LU ,_ ' .."''' sw - ' s /!f % ,�•� �: CIS PROPOSED SANITARY SEWER LINE : .0....,... ..„,-li, F� `- "- � — F •` ' .. ' EXISTING STORM DRAIN LINE M p• 1 ; Z W - PROPOSED WATER LINE ' ~ " "" f ' a J PROPOSED NATURAL GAS SERVICE U ' "`~�� ' ' •• I (� E - PROPOSED ELECTRIC SERVICE i w „qr. /� '� • 1 ., '�� ; Q0 - PROPOSED DOMESTIC WATER LINE •"~Y" `: ` < 11 .• a► / 1 ` 1 2 - PROPOSED FIRE WATER LINE . ;� 1 0111 I ........�.,.......s, ---...._.-5-w...w...:_.— - EXISTING STORM DRAIN O. D ,.. �-�' W �� " . . ` "�.�` /' II ® Scj w� .'•-'-•••'•-• - EXISTING SANITARY SEWER LINE 0 BLDG• 3 TYPE A3 � .,.L....„.,-. :,.=`' U) ....... -- + �,i `� /'� 1 1 ~ -- - EXISTING WATER LINE rt LPL ' - EXISTING GAS LINE ��yy 1 CLL.L Z .•A" 'i''` !iii: * /r O - EXISTING POWER LINE I. ,;± _ ' . ✓ O I110-'-' rt----'°°®..mr. EXISTING FIRE HYDRANT CLw c / •i 0 I / �� 6 - EXISTING WATER VALVE Z " • / �� 1 �4 1. �� O \� 15 LF ++O= I— • .....___,...\ r WI 0- Sz 44 0 \\\ - v.1. -* - tu., --\t- r°' , 1*/ <®�� 0 1� 1\ , � , .--: "-n,1110.. 1 \ �' Fw, 0 *VIII,--:::: ,::: ! U ��P (InZ 0 it° =0 _is< 1 / <; 34 LFili, W : . u_i' P liii, I A © 1. - -IA �/! - :`£„x„ •N` '• 1— 0 —I .....rO 0 1 -. �® W „,,.5•04e-t, -;•;;:r>1..'''•84LF BLDG TYPE A3 :$ -� I., ..,_.. : co - ' Ll. I O .f; . 1 \ F 219 LF pW ��(P z -aj I .: 746,..,:.:77. .,•17:::::::,.',711. A 1 \s\tr...........„../--------''” .218 i:k .. .. .. '. IL , ..to?f,;: .:0:5::::,.;.:,..,,..,:::::: :. ;/® 1I •. \ \ .� I— — — b t/• now • ! �� , y ' x0 _ ,/) «� I I • I I— A I o-" ` :.:•::: ,F •.„...%'.��-� \\�llk`.7: �� s 1 , 1\neS� r I•I II fi. ( Pxr ; ri�' �* , = ::1 ;. n �L i • - .. "moi ',�"'", ✓'- �u1•. •�. ' �I itt'l W I 1 1 , CCT m� I : d' '*� ��. _ ` ' ' It__ ' J ice • ' ::2:::::•<..e.'::::-2;.7..!:;0:-.....517::11 ' � - - ' \I ' . ._. re. 4:19PT:1".° 11'! al' I!. 2.1 i I ---.. -.C. .;;;;;:1--.''''''Cl.Ko\tikl\ A i. -- C11 \ , \‘.0-- \._ \- ow GpRPG �.�' , , p —, —— . € i m :II IW ® — 0 \........... r," r oCO LLJ 34 LP i • I Alit � ■�• M _ • ..O - o '� .k - I II . I :i�= _ r J n � •- 6°1 40~LF ' GPRPG�1 /' s . , s I — — — 3iq . - ISI �M. — w e o r ,r �[ -�7 • « • ,:.ti;y:, :"rb£tSCSf Cb Ya^xx a ar a .j x xa:,rar rxv m.:a c vvn„ , ..-,:,.,.M., w:', F- . tH, m I 1 . f .../..' ' 17. P f. Fw AT HLINE - � E SHE T C605 � u I I KEY MAP ti as WATER NOTES: OINSTALL 6" C900 WATER LINE. MECHANICALLY RESTRAIN ALL . HYDRAND ASSEMBLY DWG. 542 PRIVATE FIRE HYDRANT S SHEET C705 EMBLY. REFER TO FIRE \�`F�E�PN�FEso; � FITTINGS AND JOINTS. W QZ � �54 3PE� y9� m ® INSTALL 1.5" WATER SERVICE WITH TYPE "K" COPPER- REFER ez © INSTALL 4" C900 FIRE WATER LINE, 6" x 4" MJ TEE, AND 4" GATE VALVE. TO 1-1/2"WATER SERVICE DWG NO. 521 ON SHEET C705 2 Q MECHANICALLY RESTRAIN ALL FITTINGS AND JOINTS. DOUBLE CHECK D GON k BUILDING: SEE PLUMBING PLANS FOR CONTINUATION, . INSTALL 6"22.5° MJ BEND. D y O INSTALL BUILDING MOUNTED FIRE DEPARTMENT CONNECTION. V F`/�/s ' Ic\' L'47) SEE PLUMBING PLANS FOR CONTINUATION. . INSTALL 30 LF OF 1"WATER LINE AND NATURAL GAS LINE FROM O 8, COMMUNITY STUB DOMESTIC WATER LINE 5' FROM FACE OF BUILDING. SEE COMMUNITY BUILDING TO EQUIPMENT ROOM. STUB 5'AWAY FROM ❑ EXPIRES:12/31/16 PLUMBING PLANS FOR CONTINUATION, BUILDING. SEE MEP PLANS FOR ADDITIONAL INFORMATION. m - INSTALL 4"22.5° MJ BEND. Z DATE 102/05/2016 O STUB FIRE WATER LINE 5' FROM FACE OF BUILDING. SEE PLUMBING DRAWN I MJZ -o PLANS FOR CONTINUATION. m Zi DESIGNED I MJZ N N. INSTALL 4" C900 DOMESTIC WATER LINE WITH 4" GATE VALVE c U CHECKED I KSR EPROJECT# 121509510 d �/ -a Ct SHEET TITLE cNn .m 0 I— WATER PLAN ,cso (l) SHEET NUMBER 09 SCALE: 1",20' Z co o C602 Q N cod- .5 6 20 10 0 20 (_) it LAND USE# SDR 2015-00004 1 C lt7p � V * I- . cN DO J O C Q 0") r :,: .�,. _.�, •�� -:: •� � .�" ::.."`... � �" �.,. . . ,�'�� •, LEGEND � \ h` ; res",.,... \,�� r�`r;-"r1: fry,,.. •,•.�"' r ^r +� ^'^ • „..."'''''.1:4, rr,,.:' f `�^'� r', r Q: w,,,,A1/4:1:1:1 ' !•aP �•� I \t £ {.1„,'" �r of - O } {.. ,`,..R4 v.. ,"' .. . . 71.111 ...'°.- -°7-. EXISTING BOUNDARY LINE# >'r "v: mw :w �.'r • .• �/� EXISTING EASEMENT LINE •- Io- :• n'' a0f,` - „ `+ - / EXISTING CURB LINE i € .:., ..---- " fir,` ,gym:.o` f• ..• 4 ,.sv + �`; • `� N ..:111''''''''. • ° ► / PROPOSED BUILDING FACE 1.� ; .. •°' ",--.• apse"• ." "'•• ••'' ,r`. ,,• ri, ..--1:: - .: "' ." =,`` �,°" / Alk - PROPOSEp CURB LINE ..,4 0 Y { ; z':, w .` 'r `. 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' �' , .) : �„�, _.. x.� .. ::.,:. PROPOSED STORM LINEter'='T.' 1 i ? " %' p s� '' � PROPOSEDSANITARYSEWER LINE 1 w --•i .„-.: t ; ,. x — — ' SD - EXISTING STORM DRAIN LINE W -Y € /� _ 4 . ® , w - PROPOSED WATER LINE , J / '' '' ® f, �� G - PROPOSED NATURAL GAS SERVICE I " �^ , E PROPOSED ELECTRIC SERVICE 'PROPOSED DOMESTIC WATER LINE � LF `•58 sem' / I. 1a � �� } • a ••------:•---------77._ EXISTING STORM DRAIN :.^' / . ;,` 1.-:______ 1liir )'-'• 'J9 LF • 5. EXISTING SANITARY SEWER LINE Q 4 ""f,." i BLDG 1 ' YPE A4 15 LF :L. F, .. .61 LF 1 Ct f ��r t ; •��xsEXISTING WATER LINE''� k... \:,.,` 1 ;:.4� !` ®i �•'iro 411 . --—I—— /_........, ,....... - EXISTING GAS LINE >i— V 1/2 � -, - •: cf, I llillie/ ..-- ------ '0**-- 01%., \\C\Illir r x:. EXISTING POWER LINE V,...--- EXISTING FIRE HYDRANT CC W ,,,.....„- ,.....„, .. •• 0�� • '" fr. 0 9 - EXISTING WATER VALVE Z • 4 v `� w ,, O 0 ® ., w illi �, '� - / 401,,177 LF \••,., i 1..� • Fw / CO �`�_':; • '� C .: . —�� w 145 LF \••�� 130 LF101_ t..} Z (f) Q 0 0 > \ 1\.. ‘1 —I I—I CL FwLLI • ti I 1 � v a n W Ct SEE CITY OF l \ — FW cn K h 1 �. / LF a• h r , J Q TIGARD PIP I Fw .22 v 0 } : LF t PLANS FOR I: 1 `� �"� --a� .. ��• 11 O a h Jr'i., C� I ii,),...., '`x I .� °°1H• GSR G3 * co 2 • .. ..L. .:.. :: :. t CONTINUATION _. O . ��P� , Z , ' .108 LF : „ ,, , , _, „ . .. . .. 1 _0, , # ; r a U "6 I § 1 1 ill , d i .. .. 111bid 4. .. • •• I. .. . „, .••• , .,, ..,...,_ , _... .. „: ,. , , .. • . . ii, . . . ?� �. M1 ,. ,• K �'�n. 0 115 LF •e; • .11 1. ::..: ~• ,• GARAGE 9 ®115 LF *Atiih.. I . �� TYPE G1 \ 4 1 4• .. • . ; •62LF _ ` • 3 . L— LI .... x . cin 1 : ,•.: ,......., - l FW f „lb ! : . 1 • 1 s AI 136 LF -” 1 v . / Lli i i ' 44 . . r* . , i. • ./, ..„.::. " ........ _ fir. ;� 1 ____,,, k, i # I 1 llICHL1INE t SE SI� J�CJ6g07 � I I it it �« ,\., . .7171 '` l _ %..ag"� 1 .ti.�`'``cro :� z> °4 ,yrs :.w:; � �j ��, • ® .v�' .r !' _ 1 ',}I 03 WA TER NOTES. .0 �. — ,�� CO . II :: I �S �4NE %i OINSTALL 6' C900 WATER LINE. MECHANICALLY RESTRAIN ALL INSTALL PRIVATE FIRE HYDRANT ASSEMBLY. REFER TO FIRE I ' !. • Z c� F� Fq yFITTINGSAND JOINTS. HYDRAND ASSEMBLY DWG. NO. 542 ON SHEET C705 $*i _- -iJø '®`- if ;�� i1II ®' UJ 65433PE rancL ii in! 1u ,,• i.. 1i a !1 LU„_ . INSTALL PERMANENT 2" CONCENTRIC BLOWOFF ASSEMBLY FOR ® INSTALL 4"X4" MJ TEE WITH TWO 4" GATE VALVES f � - ■ - - � = �. - 0 GONDOMESTIC SERVICE PER DETAIL SHEET XXX. INSTALL 2"TO 1.5" iI D.II 1111.11101i1 _ REDUCER BEYOND BLOWOFF ASSEMBLY. L. tkFT-all..,� P:77.....11 <r 09, 1-: \, INSTALL 6"X6" MJ TEE WITH TWO fi" GATE VALVES u ��' •�_ �Fv/N $. R\]SS' A. INSTALL 4' C900 FIRE WATER LINE, 6 x 4 MJ TEE, AND 4"GATE VALVE. �20 O +� �:::i::�krtk' ;Q! -: C`,k4.1;^,`M,w�Y.'aL"Ft:fSRC•d`��vca .�>.at7�,t»waa: :�A• tA'S:U:�h -,-,•=-•-:•;:..-$.0 �. o MECHANICALLY RESTRAIN ALL FITTINGS AND JOINTS. DOUBLE CHECK f �''} =1 BUILDING, SEE PLUMBING PLANS FOR CONTINUATION. `` h `�°'hx EXPIRES:12/31/16 ® INSTALL 1.5" WATER SERVICE WITH TYPE "K" COPPER. REFER INSTALL REMOTE FIRE DEPARTMENT CONNECTION. ROUTE 4"C900 rti TO 1-1/2" WATER SERVICE DWG NO. 521 ON SHEET 0705 KEY MAP Z DATE 102/05/2016 =• T © FIRE WATER LINE BACK TO BUILDING. MECHANICALLY RESTRAIN INSTALL 6„45 MJ BEND. SCALE, NTS 0 DRAWN I MJZ ALL FITTINGS AND JOINTS. DESIGNED I MJZ N „ 40. STUBDOMESTIC WATER LINE 5' FROM FACE OF BUILDING. SEE r 1 CHECKED I KSR c PLUMBING PLANS FOR CONTINUATIONAll . M CD . INSTALL 6” 22.5` MJ BEND. \ VPROJECTS 12509510 a STUB FIRE WATER LINE 5' FROM FACE OF BUILDING. SEE PLUMBING INSTALL 8"X 6" MJ REDUCER BEYOND DCDA. ,/ SHEET TITLE PLANS FOR CONTINUATION. V/ N I -- WATER PLAN O o O STUB FIRE DEPARTMENT CONNECTION LINE 5' FROM FACE OF INSTALL 4" 450 MJ SEND. ( ) SHEET NUMBER BUILDING. SEE PLUMBING PLANS FOR CONTINUATION. Z `" :a 40, INSTALL 4" 22.50 MJ BEND. SCALE 1"=20' • `� mumi . INSTALL 4"C900 DOMESTIC WATER LINE WITH 4"GATE VALVE 0 0603 20 10 0 20 U El: ILL o LAND USE# SDR 2015-00004 ID u) in Nt • LEGEND 0 o V• 11 rr 1 q J .. CD I `` >.------\ 1 1 \ —--—--! EXISTING BOUNDARY LINE / \ "3 / \ 1 \... f77) i 4, a. j - - EXISTING EASEMENT LINE r ii % % ck\Z L / EXISTING CURB LINE • )1\ / \ Gi 1 \, \ , a - PROPOSED BUILDING FACE E --: 4: 0000010_,,,,...:::::>-\ \ 1 1 - PROPOSED CURB LINE J `� a 1- D �i - µ - PROPOSED STRIPING / 0„, _ . 1.. \ ® '� 1 1- �01, , , a 1 ` y - EXISTING CONCRETE SURFACE N o p • 010041t Fes , � � ' � 4'' ' DCDA � �� • �� ie............... __�� I - - PROPOSED CONCRETE SURFACE• ® 4. DCVA WM j a. © °° :_ - PROPOSED DOMESTIC WATER METER r4, DW ¢•. s ICI : ' . :, - , v -- -- - o - PROPOSED SANITARY CLEANOUT II .A . -- -- -- ....rte. . . .1* �. `N42 - PROPOSED FIRE HYDRANT :t :� 3.S 4PROPOSED REMOTE FIRE DEPARTMENT `,._........._-_ ..: CONNECTION n : w j E ,law ; • PROPOSED STORM CATCH BASIN q O \-< •= • ''. :,. I I .,..._`' H �? _ • �, ?? 3 y IIiT 2 m y\ F-\I'l 4 SHEETC601 �. o. 4.°----------- ----;1 �,, �-�0.9,4\ -- ROPOTORM LINE �. . ' I A T - PROPOSED SANITARY SEWER LINE • I EXISTING STORM DRAIN LINE 11 s • SD - PROPOSED WATER \ 1 H w LINE W o I µ� G �•- - PROPOSED NATURAL GAS SERVICE r �` 1 E - PROPOSED ELECTRIC SERVICE w 1---- \ I I -- - 1 " I { - PROPOSED DOMESTIC WATER LINE iil G� 1 H -� - PROPOSED FIRE WATER LINE + - ——— / -. ; I I '•'• - EXISTING STORM DRAIN w ::¢ • EXISTING SANITARY S LINE J �w C9 C� I - I • I :v_._._ =3.................-....... - EXISTING WATER LINE (� I - - - v I Q , TI .. - EXISTING GAS LINE • P....__.._--...... •...........___.- -_.- - EXISTING POWER LINE 1-- -A. ,. A 1. I �.1. � - EXISTING FIRE HYDRANT < 0- a 1 �: .. i--- --.-1 . -� - I I I - e - EXISTING WATER VALVE 0 • L1 _ • < • L -- - �I W Q 0 • 143 LF40 1 • 1 1 WATER NOTES: >-- 0 , 4 W r Lt s 140 LF O I - - N I O FITTINGS INSTALL 6" C900 AND JOINTS.WR LINE. MECHANICALLY RESTRAIN ALL INSTALL 4" C900 DOMESTIC WATER LINE WITH 4" GATE VALVE LI] i Ie,5L �: © '� •rA I Iw z _ �. . INSTALL PRIVATE FIRE HYDRANT ASSEMBLY. REFER TO FIRE H --,_� I BLDG 7 TYPE Al a' • 4' INSTALL PERMANENT 2" CONCENTRIC BLOWOFF ASSEMBLY FOR HYDRAND ASSEMBLY DWG. NO. 542 ON SHEET C705 F/ J A . .� z DOMESTIC SERVICE PER DETAIL SHEET XXX. INSTALL 2" TO 1.5" _ I REDUCER BEYOND BLOWOFF ASSEMBLY. z I I ® INSTALL 1.5" WATER SERVICE WITH TYPE "K" COPPER. REFER n 0 _ � I OINSTALL 4" C900 FIRE WATER LINE, 6"x 4" MJ TEE, AND 4" GATE VALVE. TO 1 112" WATER SERVICE DWG NO. 521 ON SHEET C705 Z v I. �� 41111' MECHANICALLY RESTRAIN ALL FITTINGS AND JOINTS. DOUBLE CHECK II Q UJ mi. ow. O I • BUILDING, SEE PLUMBING PLANS FOR CONTINUATION. • INSTALL 6"45° MJ BEND. J -I 0 cL : '49 z 0 I I Z © INSTALL REMOTE FIRE DEPARTMENT CONNECTION. ROUTE 4" C900a,. I--- -' FIRE WATER LINE BACK TO BUILDING. MECHANICALLY RESTRAIN Q �' W 1 j . ` ALL FITTINGS AND JOINTS. %• •44'19 . `.s = �� x lit'ftft Et I22 LF - I ..I ' STUB DOMESTIC WATER LINE 5' FROM FACE OF BUILDING. SEE Q U o ri,„., ,,, , . l o 4, • 40, I I I PLUMBING PLANS FOR CONTINUATION. I .: e ' .1- --. —i , .# .1.. 8 STUB FIRE WATER LINE 5' FROM FACE OF BUILDING. SEE PLUMBING + 206L . . I- - - - Z PLANS FOR CONTINUATION.j m ■ r y I O STUB FIRE DEPARTMENT CONNECTION LINE 5' FROM FACE OF AE _ - ^ - I BUILDING. SEE PLUMBING PLANS FOR CONTINUATION. COW m L _ _ . y, m w I , . • • a LIJ IV w Q w �.�... r 1 lad _ 114IiF 1 I -- - - • U LU r I ...:.S, < , .: . .:,. .:"..„2...,.;„;.,,,,,,.. amu �, y 1 A lil • . . . . ' . . 4' 1 4°0% 14 '1 5 L GARAGE 5 I— —— — �, .,,,,,,, t;', ::::-.:-,.:----,---.`° " -\, s. ;% �� _ A \ 9 TYPE G1 I � t: --�,. ��, , m m • /• . # 0101V-1 =12 - 011 :F ''' 4' : 1 {: .w 1 u A I - i FW FW 15 LF I I I ,� *. y, 4 .+:-1 -. i [ :II'1 r 1 PR O I I' A.01016..*:::Lr'-. I 1, 1 :. i. _°, I11 I 1 1 5\\-' OFEssi '.:" ''''z' I I } 1 u E{I ui rl ' "® = 1 W 654 3PE r m •w •, a lu T [::i euLIJT1- T 7 7 JJH IImot05 =MI = ❑ oGON MATCHLINESEESHEET C606 F-01011 . ,,... . `' a9, 2° \, U l I ii :� F� .. . „ .� . " u ati-y w V . �. R U ..„.,,,,.......,,....v..: 0 EXPIRES: 1 2/31/16 KEY MAP Z DATE 10210512016 (13 Ili v= SCALE: NTS O DRAWN I MJZ - cc DESIGNED I MJZ C = N r , CHECKED IKSR c �.J ❑ PROJECT# 121509510 v m �/ 111) ( I: SHEET TITLE n a I— WATER PLAN 2 . SHEET NUMBER c'i,- cA C;, p SCALE: 1"=20' Z 6- o C604 '6 iii 20 10 0 20 a_ E LAND USE# SDR 2015-00004 Cp0Qi S 15 C_ G J � � LEGEND MATCHLINE - SEE SHEET C602.. 0 ,■^,��__� EXISTING BOUNDARY LINE — — '" �k o I - — EXISTING EASEMENT LINE 0 0� _ '�� mil II- - - - EXISTING CURB LINE 0 / .— I PROPOSED BUILDING FACE 1 O ~CO D °` i/ ii �,:: BBQ. L-- PROPOSED CURB LINE h ° - .::„„„,,.„„, ' . ,I in �' h Wv ` " ' t' Il ' aPROPOSED STRIPING ►. S It. (n '.� • II I 1g a o� EXISTING CONCRETE SURFACE ' I W I' co 11 W .. ' I r. co - PROPOSED CONCRETE SURFACE „ ' LL ± 1: _ T : , 1111 ill j ., . .• ..§ ¢. R • N t w - PROPOSED DOMESTIC WATER METER It < z p; J z: 2 0 PROPOSED SANITARY CLEANOUT C 5 ` • / I g fi .,a a W - PROPOSED FIRE HYDRANT ii F4�, r I W Q I • I CO PROPOSED REMOTE FIRE DEPARTMENT CONNECTION 1I W Z { - PROPOSED STORM CATCH BASIN 7 T •, BLDG 6 T 'E A4 - COMMUNITY • ��' - PROPOSED STORM CLEAN OUT PROPOSED STORM MANHOLE ■ BUILDING - PROPOSED SITE LIGHTING { %� r PROPOSED TRANSFORMER I • I o LL :.......: .:::.......>::::::::::::.. :;,tt. PROPOSED STORM LINE ¢0 w .; o PROPOSED SANITARY SEWER LINE �� SD EXISTING STORM DRAIN LINE I ~ I • �• ilw PROPOSED WATER LINE l. OMIIIP ' ` . ;< [... ......___ — Ill - "� 1 - -- I - G - PROPOSED NATURAL GAS SERVICE Tlti • O • .. J -0 . I J__ E PROPOSEDELECTRICSERVICE LLI a • EMI: I .. .. •. y —_ - - - - - - - PROPOSED DOMESTIC WATER LINE F T..�.1Q1-o�Q� �I .I e e �' e Q PROPOSED FIRE WATER LINE 1..�.2 LF II I I I i 4I-V O I I I I I I 3;._-'---- .._.v,Y�_ - EXISTING STORM DRAIN 36 LF _ O C+PORT 5 a; • _\ 462LF 71 L © I 48 LF I T I I I I \z O EX ---w " - EXISTING WATERL NEEWE R LINE ��// {I)� �� - L - - - - - L - - - - - - L --: --� 203 LF L.L W , e • O /f W 74 L 15 - EXISTING GAS LINE r n • V FW r Fw FW FW V c, : FW Fw�~ FW FW FW FW FI • N r�/ au■■ � r aw a ow =' ,� - EXISTING POWER LINE CL L.L� / a 38 LF © -6- - EXISTING FIRE HYDRANT Q W � LIJ ... . �:�,x__,...... .29 � � :_ ,•. ., `,. .. ` fj ._ • e - EXISTING WATER VALVE Z E E f ' L.L Q '' �1` # GARAGE 7 = .i.... . Z W g 0 11 , TYPE G5 O f� HC 11Ft . 111i1IIIII ❑ . / ,z>\- i fl:. 1 ' . . . . . . • • ...•-• Li- 0 Z 0 1•-t 11hDal r1 _` —_ — OCD i 1- 13 LF © O O © 1 log Iuiii _ : I i � co BLDG 9 TYPE A2 . 1 11 • i I e s, 1 — 1. i111 1 , «s »-d up 0 ..r,;; Il � ';' .. -*gid .`` I Jg # r � A� _ �� t WATER NO TES: :_ e. ;,. . \ ® ;i .. ; i i - r .. -}. k'37h"n�..' ttF li v, PI1 J I I— '\ (.5',2 °Fessi o OINSTALL 6" C900 WATER LINE. MECHANICALLY RESTRAIN ALL STUB DOMESTIC WATER LINE 5' FROM FACE OF BUILDING. SEE r i' t' _E.1 I Z , � GINE-F-, O* FITTINGS AND JOINTS. O PLUMBING PLANS FOR CONTINUATION. - - Ili >, E e 654 3PE f I n :�I ul W L.J CO Ii d I. .uI III V 41 _.-�,..___1'-X11 /:-. n _n 11 Q © INSTALL PERMANENT 2" CONCENTRIC BLOWOFF ASSEMBLY FOR O STUB FIRE WATER LINE 5' FROM FACE OF BUILDING. SEE PLUMBING - " DOMESTIC SERVICE PER DETAIL SHEET XXX. INSTALL 2" TO 1.5" PLANS FOR CONTINUATION. .41.-.‘ ' MOM' 0 GON LI REDUCER BEYOND BLOWOFF ASSEMBLY. 1 -t I *�-'� � p� 2 •,.- \, ;7 � �. -■ �ww�� ■:...NEI _-._ ��r.. ...-. _a■IIE .-. ..:....ti::.... F�, S �,, L7-) INSTALL 4" C900 FIRE WATER LINE, 6" x 4" MJ TEE, AND 4" GATE VALVE. O STUB FIRE DEPARTMENT CONNECTION LINE 5' FROM FACE OF " — = _ - �_ 4 /N $, Ru S a © MECHANICALLY RESTRAIN ALL FITTINGS AND JOINTS. DOUBLE CHECK IN BUILDING. SEE PLUMBING PLANS FOR CONTINUATION. x x;:;.»:::::v:. w - •, �. 0 cp i :sy x K,,..T :� EXPIRES:12/31/16 BUILDING, SEE PLUMBING PLANS FOR CONTINUATION. O INSTALL PRIVATE FIRE HYDRANT ASSEMBLY. REFER TO FIRE 4 . HYDRAND ASSEMBLY DWG. NO. 542 ON SHEET C705 O INSTALL BUILDING MOUNTED FIRE DEPARTMENT CONNECTION. KEY MAP Z DATE 102145/2016 o > SEE PLUMBING PLANS FOR CONTINUATION. ® INSTALL 1.5" WATER SERVICE WITH TYPE "K" COPPER. REFER O DRAWN I MJZ m -o SCALE: NTS c TO 1-1/2" WATER SERVICE DWG NO. 521 ON SHEET C705 CT) `� • INSTALL REMOTE FIRE DEPARTMENT CONNECTION. ROUTE 4" C900 DESIGNED I MJZ N FIRE WATER LINE BACK TO BUILDING. MECHANICALLY RESTRAIN . INSTALL 30 LF OF 1" WATER LINE AND NATURAL GAS LINE FROM V r , CHECKED I KSR ALL FITTINGS AND JOINTS. COMMUNITY BUILDING TO EQUIPMENT ROOM. STUB 5'AWAY FROM o_ � PROJECT# 121509510 cr, OINSTALL 6" MJ GATE VALVE BUILDING. SEE MEP PLANS FOR ADDITIONAL INFORMATION. _ I:e SHEET TITLE . I— WATER PLAN o cv �, Cl)CSHEET NUMBER ti N C SCALE: 1"=20' O 0605 a N (D ,- , o N 20 10 0 20 cit LAND USE# SDR 2015-00004 4 � � d r O 19N-:::: ::::°:::- .. O [V .,.....:.. d ' o CO 'v � C Q d O C � t {>s J � a LEGEND - EXISTING BOUNDARY LINE N — — - EXISTING EASEMENT LINE a - EXISTING CURB LINE MATCHLINE - SEE SHEET C604 - PROPOSED BUILDING FACE Ja!/ .. „,„„,,,. , , cf) I — — — --- - PROPOSED CURB LINE _ ............... . PROPOSED STRIPING. 7, • — — i , , - EXISTING CONCRETE SURFACE FW a - PROPOSED CONCRETE SURFACE • •a ,z,§13 w ;r'rf ', ; o I O -*. '' I PROPOSED DOMESTIC WATER METER QWZ P.I -ci 11 : : = o - PROPOSED SANITARY CLEANOUT ag O § i I I I I I I I I I I - PROPOSED FIRE HYDRANT M a c7 Cl) ,,,,,4y I I CA PORTS I I II II 4 PROPOSED REMOTE FIRE DEPARTMENT {LLIl� =� Q�olo�0 = = =i �I = e CONNECTION 1 x. PROPOSED STORM CATCH BASIN WU • •• .91, .. FWVl ___= I Z — lh - 71� 7 PROPOSED STORM CLEAN OUT FE . I 0 _ PROPOSED STORM MANHOLE Ate 1 ,, C.) I 1 � - PROPOSED SITE LIGHTING (f) I-- i • Q • Ii _ PROPOSED TRANSFORMER I- UI I I — 4.w.4 — - PROPOSED STORM LINE = • I - PROPOSED SANITARY SEWER LINE LIJ I- - • BLDG 10 TYPE A2 I i SD - EXISTING STORM BRAIN LINE w - PROPOSED WATER LINE _ ,• •A I G PROPOSED NATURAL GAS SERVICE ! [ :- I I E - PROPOSED ELECTRIC SERVICE 7 I L_ _ - PROPOSED DOMESTIC WATER LINE CL 0 / - PROPOSED FIRE WATER LINE < 0— Pi I EXISTING STORM DRAIN a. D JI I t: :).:tit O ■ S - . ........... - EXISTING SANITARY SEWER LINE I ' __-_ ; :•..-t W EXISTING WATER LINE t 1,,•..........., --. EXISTING GAS LINE ›— 0 < I �—J I < < I ......-.--Iti k :> - EXISTING POWER LINE1 Cr: L.I. r AN, I .1-: I """' EXISTING FIRE HYDRANT K, \ / EX S G w :.:...: _. g EXISTING WATER VALVE 1.11 r- `^�.§`4�t �v '* `. M`M kid. 3• _-L �.. �' :^.'�3: �•.tiwvn'yass ri:r-. ....:......vim.:.:.' f i4::1 } '�' t ..„ ,... CI— Co Z 0 • ______. _-_ :iir f • ' i '' W = JJ id a e ; .c I %,,3 """/,'L' { - - ` „ , .. o Ftp' .......,_.,...._,,,,....."7,-,,-.„„,,, -417--- : , ` Z CL cip in b ice, :::;:k. ::,--.3.::...-:„-1-.5---,•':. lik ,..,,,-10,-f... "..07,".....'... :,:,::,',.:::'T.'ii..i.:44-5,:::, ,,f'''' ...A . .......„77---- I 0 L,_, „,.._10..7:.,:.;.;;;;...::::,--:-.-..,:. :::-;;-i...e .-.1;;----_— ,,,,,. „rid-. ,_ 0 .....„.0:,. .:. :.,H,..:::„..-7.:,,:::::,.....:::::.:-.-.:-:1:::._ .--: ,- - \ . ,,,,,,.;.,.,.:ii. i• .1 0 E , ,.....,..„:„.7!.:,_...,::..:::....- ' .f .,...- el '" 11y .11111 fi WATER NOTES: >,..:...- ---;,0 , '4 ,,,,,,„,:„.„:,.,,:,.,.:7..:;- • t.�� _%� r .� y1y i 1i i Yr./ "4:'-' ®�. I •I -E . INSTALL BUILDING MOUNTED FIRE DEPARTMENT CONNECTION. ! ii � . — r I OD PR SEE PLUMBING PLANS FOR CONTINUATION. "" '' • . ' " �� I We- Ss,/, -, lw w Z c , , G NE , # STUB DOMESTIC WATER LINE 5' FROM FACE OF BUILDING. SEE 17 €- L I. ii III I.1W Wi. ':,to. .._. �.smil I. I W 65433PE l °0 O PLUMBING PLANS FOR CONTINUATION. 4 .. 0 STUB FIRE WATER LINE 5' FROM FACE OF BUILDING. SEE PLUMBING li, / [r1i , I 'dIPLANS FOR CONTINUATION. 4 �L [ __-i'- L- _ I ,� G Y p g 2� U � iii.' ,141■1 .... � �,. �_ t`s, Vi o :c xr :?a.x, axn: .5•• S fi EXPIRES:12/31/16 wwwiiii 'ii6.,'�`,:,.-� i E KEY MAP Z DATE 10210512016 n SCALE: NTS DRAWN MJZ _ C DESIGNED I M!Z C N c ,' \ \ CHECKED IKSR n E .` D PROJECT# 121509510 w in Q EtSHEET TITLE • m V, (r, HWATER PLAN -csE Cl)) SHEET NUMBER -�• ` Z g SCALE: 1"=20' iiii0 C606 . b-o 20 10 0 20 - LT LAND USE# SDR 2015-00004 2 CD p J 0 co lu ti oprn c c .0 in t � a LEGEND kmil 0 - EXISTING BOUNDARY LINE ti MATCHLINE - SEE SHEET C603 - - - EXISTING EASEMENT LINE a - EXISTING CURB LINE MIMI, NM=f I I € • -- I — 2 - PROPOSED BUILDING FACE :.:; 0J L _1 - PROPOSED STRIPING 3 \ i - ..' to Y, ',{ G I - EXISTING CONCRETE SURFACE C € U ck ,... , 1 . . , Hco - PROPOSED CONCRETE SURFACE .. • . \ W .§SE 4I T CAR ORT 4 — r — — �— — r— — — --— --- o - PROPOSED DOMESTIC WATER METER z , I I I I I I I � E., �124 23 al; 1 �. o - PROPOSED SANITARY CLEANOUT i: ' €, I 14 I I I I I I I I I I I I W o �7a }# , I , I I I I I I I I I I 1 /, - PROPOSED FIRE HYDRANT x a C7 I ,� - - - _ ;rte - - - '' I .. sae a a. - _ z 4 PROPOSED REMOTE FIRE DEPARTMENT { • ` —�_ I _ CONNECTION �� PROPOSED STORM CATCH BASIN F a J :. ..' i : 01 f . I 4 4 ® � M ,eLli PROPOSED STORM CLEAN OUT 54 LF. . ` • 0 1� ` �,�' + 0 - PROPOSED STORM MANHOLE �V n I } al. ,, E - PROPOSED SITE LIGHTING CO ;3< TRANSFORMER PROPOSED , 7 .- i : •I _< 5 .., a.,.., - PROPOSED STORM LINE iI L,: 6Zi :'' :: f I . F :,j G� BLDG 8 • - PROPOSED SANITARY SEWER LINE f SD - - EXISTING STORM DRAIN LINE i. TYPE A5W r I a. -- w - PROPOSED WATER LINE i ('y� GPROPOSED NATURAL GAS SERVICE I i±t' ‘f.' # I _L : s + E - PROPOSED ELECTRIC SERVICE t •;r f i — . ...... . . ........ .. . ... .. . .. . ........... . .. ... . ...... ...... - - PROPOSED DOMESTIC WATER LINE s;` rt f _- `J, , „. Lam}=� :' ..:.:: .......; W. W - PROPOSED FIRE WATER LINE Q— I �� 4T14. EXISTING STORM DRAIN Q. •: 1 rr w EXISTING SANITARY SEWER LINE, t < o eV f 1 iii T - - - ---- ,--------.-w---------...• - EXISTING WATER LINE F fi t a r' _..... ..____ , _ ___.__. - EXISTING GAS LINE >I. v 4 ,••• ;( t rr nn Fri � '. - V i / if F ;' j \'.y am. ?2 ;' $ :' - EXISTING POWER LINE �'�/ f if'r ,' ?3 �� r�� .err �� r� �� l►� �� w� Ce • i I T T ��TT T T T'� ^r• T 7 t,s i �;\ . ,,,, � ��i!�� •ti � �T �� 45- _ EXISTING FIRE HYDRANTI ii 1 f.'• IV 'k'N --/ (I:: - EXISTING WATER VALVE r?f F l' : ''SW os,rr .mere+eoo• • ..a,�.."" = y"Y:.YL -,',.',:Q m �" ..:.Tv..ru:. . .r. ,. moi'�^'�^"�C1»gOC�'v _'^7s��• lOC . 7 yaa., :.. .....-..�.'�r::..a ^"aL.LS""9' _�" , .,:, � '3mCC* ' ,.��• ,.rC,-��Yy`W a.-.. � G '•" � """\�-'�` w \i' . .. ""..48 /11 .T____8 ,_.1 LL i, - Z , \0 .1.....,:g < 0{ I is ,. tr l if,i f :i 1j J —I ❑ ri s �? ,s+ F _J _J Z CL rw. • t iF;` -� {+rr ' � ,,...•....,. ., ...� M.M. w w,_. .... S 2 _ ,�• �,.r e__ _ Fr it Y UJA ';:i'l f of 1..l. I f/I ' • /::,., .:, _ _ _, _ _ _ _ _ „, . . , i „,, .: . , , , , ,, . :, . rI.,. ;,i i f ,..,,,,,z--,..„:„.„......„:sar'� Q K I=C;) ComCl- .[ :- E Lii ER NOTES: c= INSTALL REMOTE FIRE DEPARTMENT CONNECTION. ROUTE 4" C900 r FIRE WATER LINE BACK TO BUILDING. MECHANICALLY RESTRAIN ,� .t" � ,..:.-"e-0- :-i o eil r� ALL FITTINGS AND JOINTS. } ,: f4 �`f '��' �1 ` i I r1 '.- r1 '� roar �� : O STUB DOMESTIC WATER LINE 5 FROM FACE OF BUILDING. SEE '' t 0:ri — jd PLUMBING PLANS FOR CONTINUATION. ►r r - g.+r .,,••••••:4[ .' 0 \ : fit.SII ®®, ! M: CI .. ,f- r— .I' CO t r - 3 O STUB FIRE WATER LINE 5' FROM FACE OF BUILDING. SEE PLUMBING r�:`• .:,�•� + jT.: E li— �E4QR�FF 127 PLANS FOR CONTINUATION. i4 141001 4..,I I �� s'�1 , .,I :I. I k i 04, J Q STUB FIRE DEPARTMENT CONNECTION LINE 5' FROM FACE OF m 1 I k- ‘MMI i i....s. tlll.11 lei •, ' it : UJ 654 3PE cL BUILDING. SEE PLUMBING PLANS FOR CONTINUATION. LU 1". • I� a 11 dill IU— \ , l':®til t' II '!1 ! 11 1°'- GON ON ul 114 : a:t0y . 11...-T.11.111.,-,...... .1.? 'f<4•7,,, 09• �Ie !1� � rte ---1 UN ( fv � m ` ` C-O . , .S . Q �v;,,.#.:..,n:: .-. .., .. 0m� Sgm%,%, s. .wa.-6 1 s 0 EXPIRES:12/31/1 6 s , L co KEY MAP Z DATE I 02/05(2016 cn SCALE: NTS o DRAWN I MJZ 65- r DESIGNED I MJZ fV -6 PN 0 CHECKED IKSR " PROJECT# 121509510 , g V. rt SHEET TITLE .., O., I— WATER PLAN c.J :a SHEET NUMBER 67.1 SCALE 1",20' Z EnCN =MI 111111 � o C607 . b - 6 20 10 0 20 U cL It LAND USE# SDR 2015-00004 NOTES CURB TO END AT o in POOL, POOL DECK, SPA, BARBEQUE AND FENCE APPURTENANCES TO TOP OF RAMP 2 in N ro 1. RAMP TO BE 1:12 SLOPE MAX. V ti co BE DESIGNED AND INSTALLED BY POOL CONTRACTOR. �' ct 2. RAMPS TO BE CONSTRUCTED MEDIUM BROOM PERPENDICULAR 3 a) o N POOL INSTALLATION REQUIREMENTS, SUBCONTRACTOR SHALL DESIGN AND INSTALL SEPARATELY, AND ISOLATED BY DEEP KNIFE JOINT 0 co I' ti THE POOL AS INDICATED BELOW, TO PEDESTRIAN TRAVEL • EXPANSION JOINT MATERIAL. p 0 � me r c A. 75' LONG BY 30' WIDE. PER PLAN B. DEPTH TO RANGE FROM 3' TO 6'. .' • : ' • , A .. J � � C. TWO (2) 12" X 12" MAIN DRAINS WITH HYDROSTATIC RELIEF VALVE AND VGB ACT ► °� ' �; ' r �:. PLR; ":112. " a APPROVED DRAIN COVERS- °.4.. 0, a' 1• ` a..' �' r.- � PLAN :..•r D - D. SIX (6) SURFACE SKIMMERS. .' NI • • r. :VR • • A' it . . "0"0. .., • . : . . o �2 ° o ° ° ° ° ° ° l TRUNCATED DOMES PER DETAIL BELOW o E. TWELVE (12) RETURNS WITH VACUUM LINE. . . ' : \ • . • • : a . r 000000000000000 •.'b RI F. TWO (2) ENTRY STEPS SHALL BE LOCATED AT THE SHALLOW END OF THE POOL. . c • • ° 4 .:1\:),r1: ° . ' °o°o°o°o°o°o� ' . N. G. POOL CONSTRUCTION TO CONSIST OF 3000 PSI, OR GREATER, SHOTCRETE WITH #4 o•o°o°o°000°o°0 4 . ,.4 . A ea 4 —.------ . 1 a REBAR REINFORCING. •°o°o°o°o°o°o°o°o°ogogo0 . ° 4 as n o 0 0 0 0 0 0 0 0 0 PER PER PER 00000 ° ° o ° o _ - - - y O H POOL TO INCLUDE TWO (2) COATS OF HYDRAZZO FOR THE INTERIOR SURFACE, °on0000000000000000;.• ; ° PLAN PLAN PLAN COLOR 70 BE 'GULF STREAM BLUE' • '°°°°000000°oo°000°o°o••� • MEDIUM BROOM PERPENDICULAR I. POOL COPING TO BE QUARTZITE 12" X 12" TILE- BVQCP9001, INCLUDING EXPANSION - - DEEP KNIFE JOINT TO PEDESTRIAN TRAVEL JOINT. l'' . J. POOL SPLASH AND TILE ON TOP OF ENTRY STEPS TO BE TRAVERTINO 3" X 3" BLEND TILE- BTV-3BLEND. K. AUTOMATIC WATER FILL SYSTEM. L ALL NECESSARY PIPING AND FITTINGS SCHEDULE 40 NSF APPROVED. n .1:,2 , • ....��x •• . • . " • r � ' r . a ' M. OVERFLOW SYSTEM � ; •: •• n . amu�. .� ,Z�lo�' , tizrnAx .o. • • '. r .:=.. o� CORNER INLINE A.D.A. RAMP DETAIL • °. .°.• Q x # r N. LIFE SAVER, HOOK, POLE, BRUSH, NET AND TEST KIT. d O. TILE DEPTH MARKERS INSIDE AND OUTSIDE THE POOL SCALE: NOT TO SCALE z W P. COMMERCIAL CHLORINE FEEDER AND 80 LBS OF 3" START UP CHLORINE TABLETS. PER _ PER 6" CURB EXPOSURE 1 Z -Q PLAN PLAN TRUNCATED DOMES PER DETAIL BELOW a O r o a Q. LIFETIME WARRANTY ON POOL SHELL (GUNITE/SHOTCRETE), q II 0 .,1 c4 ; a R. EIGHT (8) HAYWARD LED COLOR LOGIC POOL LIGHTS IN THE POOL SURFACE. )4,_ R, C7 S. (4) DECK JETS IN THE CONCRETE PATIO AT THEE SHALLOW END OF THE POOL. \ . ` ADA RAMP GENERAL NOTES_ T. TWO (2) COMPUTER ANALYSES FOR POOL WATER (ONE PER MONTH). TOP OF WALL GRADE f CMU LANDSCAPE WALL TRANSITIONS BETWEEN RAMPS AND WALKS, GUTTERS, OR VEHICULAR WAYS SPA INSTALLATION REQUIREMENTS, SUBCONTRACTOR SHALL DESIGN AND INSTALL THE SHALL BE FLUSH AND FREE OF ABRUPT CHANGES IN HEIGHT. MAXIMUM 1-,' mu SLOPES OF ADJOINING GUTTERS AND ROAD SURFACE IMMEDIATELY ADJACENT SPA AS INDICATED BELOW i-' i, evil TO THE CURB RAMP OR ACCESSIBLE ROUTE SHALL NOT EXCEED 5% SLOPE. A. ROUND WITH A 101-0- DIAMETER, r�.,� BOTTOM OF WALL GRADE B. 3' DEEP WITH INTEGRATED STEPS AND SEATING. GRANULAR AGGREGATE FILL I tiEl CURB RAMPS SHALL BE THE SAME WIDTH AS THE ADJACENT WALKWAY. C. TWO (2) 8"X8" MAIN MAINS WITH HYDROSTATIC RELIEF VALVE AND VGB ACT P;O��.. APPROVED DRAIN COVERS. � e,�`�''�'N~;�yvi: A.D,A. IN-LINE DROP RAMP DETAIL (/) D. ONE (1) SURFACE SKIMMER, REM SCALE: NOT TO SCALE I— E. EIGHT (8) THERAPY JETS. F. AUTOMATIC WATER FILL SYSTEM. Z G. ALL NECESSARY PIPING AND FITTINGS SCHEDULE 40 NSF APPROVED. H. OVERFLOW SYSTEM. I. 2-HP AIR BLOWER WITH 5, 10, 15, 20, 25, AND 30 MINUTE TIMER BY SPA SIDE, SPLIT FACE LANDSCAPE WALL DETAIL J. TILE DEPTH MARKERS INSIDE AND OUTSIDE THE SPA SCALE: NOT TO SCALE a 6"P.C. CONCRETE(3,000 PSI MIN) K. COMMERCIAL CHLORINE FEEDER AND 50 LBS OF 1" START UP CHLORINE #4 BAR @ 12" O.0 TABLETS. 4 a 4 4 4"COMPACTED 3/4"-0"AGGREGATE BASE BARBECUE ISLAND INSTALLATION REQUIREMENTS, SUBCONTRACTOR SHALL DESIGN VSLWA/S.a.Sra AND INSTALL THE BARBEQUE AS INDICATED BELOW, ?LIsy iti — — i+iii +i+i+�i ^ .... < LL o o o o ® .;4..; :::'1'-,\,- .:;::'‘‘s ` /X ti': SUBGRADE MATERIAL n 1. INCLUDE BBQ ISLAND MEASURING 10'6 BY 36" WIDE ti 2. EXTERIOR CULTURED STONE (SEALED) 0 0 0 0 © (§) © 0 © © 0 O 00000 ® ooc� c� o 3. QUARTZITE COUNTERTOP IN 3X3" TILE (SEALED) GARAGE DOOR co o 0 0 © o O O O O O o TRASH ENCLOSURE PAVEMENT SECTION W 4. TWO UNDER COUNTER UTILITY DOORS IN STAINLESS STEEL -' 0 0 0 0 0 0 013 0 0 0 5. TWO 38" BULL BRAHMA STAINLESS STEEL BUILT-IN GAS BARBECUE GRILL, COMES Q o 0 0 0 0 0 O o 0 0 0 REFER TO GEOTECHNICAL REPORT FOR SUBGRADE r n 0000c� 000000 ��JJJJ 0 STANDARD WITH 5 CAST STAINLESS STEEL BURNERS, DUAL LINED HOOD GARAGE FINISH FLOOR — 1 PREPARATION AND COMPACTION REQUIREMENTS 6 —2" 00000000000 " ROTISSERIE KIT, WARMING RACK, BUILT IN LIGHTS, AND PUSH TO TURN IGNITION j I-6" ■ ASPHALT 0 0 0 0 0 0 0 0 0 ® 0.9 30"ASPHALT CONCRETE(2- 1.5"LIFTS) moa ® c� ® 0oaoo L.L! POOL FENCE ONLY, SUBCONTRACTOR SHALL DESIGN AND INSTALL THE POOL FENCE AS a VARIES 4.0'COMPACTED 314" 0"AGGREGATE BASE `1. I- - ] TRUNCATED DOME 7 INDICATED BELOW, • GARAGE ENT NCE ELEVATION .• �.. ;�. ,�.r ,��. r. L 4 • a • a DETAIL i�rI: I� I: I:�iLIJ . d • RAMP TEXTURE PATTERN k :f 12"CEMENT AMENDED SUBGRADE 6. INCLUDE FORTRESS IRON ZINC GALVANIZED TRIPLE POWDER COATED FENCE IN DETAIL 'E \f� \f f� Z TITAN COMMERCIAL FENCE SYSTEM, WITH DOUBLE FLAT TOP. '.,,.r •° ( ^ ¢ 0 1. ARRANGE DOMES USING IN-LINE-PATTERN AS SHOWN IN v J DETAIL. COLOR OF TEXTURE TO BE SAFETY YELLOW. ASPHALT TYPICAL SECTION C.9 2' GARAGE ENTRANCE DRAINAGE LIP2. PLACE MATERIAL ON CONCRETE/ASPHALT PAVEMENT THAT REFER TO GEOTECHNICAL REPORT FOR SUBGRADE J ❑ W SCALE: NOT TO SCALE HAS CURED ACCORDING TO THE MANUFACTURER'S — PREPARATION AND COMPACTION REQUIREMENTS v) 0 RECOMMENDATION. DO NOT APPLY CURING COMPOUNDS J0 TO THE AREAS THAT ARE TO BE TREATED WITH Q - TRUNCATED DOMES. Q = J 0 Q DETECTABLE WARNING TEXTURE DETAIL W U O 0 NOT TO SCALE 0 V J I F- NOT TO SCALE >- • rn : I 1 I •'• #4 REBAR 1 � VARIES 5" 5, �'� F ,.0, • ,-Q, CURB JOINT 2" OF 3/4"-0 COMPACTED 1 :../.. P 1 i. ; ^ (SEE NOTE 4} BASE ROCK -' P.,--"; . / --.-2% SLOPE 2 I I. • 1 / PAVEMENT ASPHALT FLOW THROUGH �; C10" SEE NOTE 5 "k•ININZ.', -•:.- BUMPERSUBGRADE KNOCKOUT. LASDSCAPE PAVEMENT o i . s SECTION A-A 4'1 NOTES: eL .\ ._,.• 2j A CURB'''. 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH co OF 3000 P.S.I. AT 28 DAYS 0 \.\\ k` / 2. PANELS TO BE 5 FEET LONG. Jr 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, UTILITY VAULTS, WHEELCHAIR RAMPS, AND AT a 2" SPACING NOT TO EXCEED 45 FEET. A 0., . 44•6•:: 4. FOR SIDEWALKS ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE CURB, THE JOINT BETWEEN THEM SHALL BEA TROWELED JOINT WITH A MIN. 1/2 INCH RADIUS. 5. SIDEWALK SHALL HAVE A MIN. THICKNESS OF 6 INCHES IF IT 41111111141k IS INTENDED ASA PORTION OFA DRIVEWAY. OTHERWISE LANDSCAPE1' SIDEWALK SHALL HAVE A MIN. THICKNESS OF 4 INCHES. r8„ ISLAND I �c�Ep PROFES,, ~ 1. CONCRETE SHALL BE 3,000 psi. 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF z ��S ��G1N�FR /�4 2. DOWEL INTO PAVEMENT WITH 24" #4 REBAR. 1, SIDEWALK WITH 3" DIA. PLASTIC PIPE AT 2 % SLOPE. UJ/ 654 SPE l Lip 3. EPDXY BUMPER STOP IN PLACE. CONTRACTION JOINT TO BE PLACED OVER PIPE. Lu 7. FINISH WITH BROOM AND EDGE ALL JOINTS. 0 GON PRECAST CONCRETE WHEEL STOP CURB (TYP) D 4%, ,..\o NOT TO SCALE STANDARD SIDEWALK DETAIL (� �FGiLY ° uSS�� NOT TO SCALE 0 Q ASPHALT ISLAND FLOW-THROUGH KNOCKOUT 0 EXPIRES. 12/31/16 7 NOT TO SCALE Z DATE I 02/05/2016 v co DRAWN MJZ M a DESIGNED I MJZ NC _c r 1 CHECKED IKSR D PROJECT# 121509510 ca o L.L SHEET TITLE Lp 1Z3 N MI I- DETAILS 7l U CJ J SHEET NUMBER d_ 0 0 C700 LI_ LAND USE# SDR 2015-00004 l� 2 o 71 10" 1O" A U ti ao i I y p BUILDING FACE s, 2 �N 5/8" 4"– E BUILDING MOUNTED A.D.A. ________/.13.‘ .D.A. RAMP WINGS o,� PARKING SIGN. SEE DETAIL �-� C C ON THIS SHEET. y –`°C LC .... RESE'R VED G - -I I / 24" j. I H 1 u) 3.d' PARKING t G cv s" (...... K t PER , \ / t ,' PLAN 4" WIDE WHITE STRIPES 2' O.C. AT 36 DEGREES 0O /' R3 2 B ,T.- (: 111 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICER1-1 1 # 24X24 • I NOTE; F H LEGEND: WHITE (REFLECTIVE) TYPICAL A.D.A. PARKING BACKGROUND: RED (REFLECTIVE) 1. SIGN BACKS SHALL BE PAINTED BLACK SYMBOL. SEE DETAIL ON �' o � TYPICAL STOP SIGN DETAIL "NO LEFT TURN" SIGN THIS SHEET. Q PER PLAN z W NOT TO SCALE 8' MIN FOR WHEELCHAIR - C NOT TO SCALE r (6' MIN STANDARD, Z ; a' OR VAN ACCESSIBLE) I 0 4:4 -g a J NOTE: CONSTRUCT/INSTALL FACILITIES IN ACCORDANCE WITH ANSI 117.1-03 SECTION 502 MONOLITHIC CURB AND t L TYPICAL A.D.A. PARKING STALL SIDEWALK TO BE SET NOT TO SCALE ON 1ST LIFT OF PAVING 112" RADIUS TOOLED JOINT L C C 6" —4" NOTES 6 1" R C (STROKE WIDTH) U) 0" CURB EXPOSURE �' '{ 10 1. SIGN BACKGROUND: WHITE, RETRO-REFLECTIVE SHEETING 6 • . d • ° 2. SIGN LEGEND: GREEN, RETRO-REFLECTIVE SHEETING / -- 1- • . •• •. .• .. .. .• �� -ut +��' - _ - �� BACKGROUND PAVEMENT t••r=l�:. � i�'��~�� ".4., 16 :. 3. THE DISABLED PERSON PARKING SIGN IS USED TO DESIGNATE A PARKING AREA • ••re�/��wi:, `�� : �� RESERVED FOR VEHICLES WITH DMV PERMIT AS STATED. w7 il;.�+f+r-�{{-` w�:MU '`}. -�! t+ BASE 1.5"AC LIFT ar imil 2" MIN. COMPACTED BASE COURSE �C�tr�orb.- • �r !felwr�i{��illTOP 1.5"AC LIFT �� AGGREGATE BASE ROCK DIMENSIONS (INCHES) •. 4 •r.�•tk, rter .•r- • .4 `i SIGN , 1 .Aliij;]ili..:'''. 1.:.ii•:....:''''il:iii:L..""'.:i1,,ii.li]nini20:. I8 314" A B C D E F G H J K A ,:{„ L T ,.,:..,..,.. < STANDARD12 18 3/8 1-1/2R 2 4 2C 6 4 1 0L FLUSH CURB WITH 0" EXPOSURE A.D.A PARKING STALL SIGN Q Q 1. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 PSI AFTER 28 DAYS. NOT TO SCALE CL.L 2. EXPANSION JOINTS. > y A. TO BE PROVIDED: �/ 1) AT EACH POINT OF TANGENCY OF THE CURB. L.L 2) AT EACH COLD JOINT. 3) AT EACH SIDE OF INLET STRUCTURES. NOTES B W 4) AT EACH END OF DRIVEWAYS. w Z 4) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. 1. PAVEMENT MARKING BACKGROUND: OPTIONAL: BLUE, RETRO-REFLECTIVE I— LL W B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, 2. PAVEMENT MARKING STENCIL: WHITE, RETRO-REFLECTIVE Z WITH A THICKNESS OF 1/2 INCH. < 0 3. CONTRACTION JOINTS. 3. THE PAVEMENT MARKING STENCIL SHALL BE USED TO DESIGNATE AN Cf) 0... CD A. SPACING TO BE NOT MORE THAN 15 FEET. 29[736mm] 12[1067mm] ACCESSIBLE PARKING AREA RESERVED FOR VEHICLES WITH DMV PERMITS. I w B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INCHES. 05 [126mm] DIMENSIONS (INCHES) ❑ : 4. BASE ROCK TO BE 314"-0" COMPACTED TO GEO REPORT RECOMMENDATION O[O10mm] .J LEGEND a Z 0 AND SHALL BE TO SUBGRADE, STREET STRUCTURE, OR 4" IN ©2$[60mm] Q DEPTH, WHICHEVER IS GREATER. A B C D E F G5 = J ii GRADE MINIMUM 28 24 3Q MONOLITHIC AND FLUSH PRIVATE CURB 24 1610mm] - W1/4-1 0 0 NOT TO SCALE STATE HIGHWAY 41 36 4 0 (i) I I— ONE LOOP BIKE RACK TYPICAL A.D.A. PARKING SYMBOL NOT TO SCALE m A �- lir Et FB VAN ACCESSI - it--- G 12" _ J E � u) 6" EXTRUDED CONC. 4" 6" L C t w SIGN N0. R7-8P CURB SET ON 1"R 'OUR 7.5" TALL EXTRUDED CURB L — — — — • CONTINUOUS BED OF / ON TOP OF FIRST 1 .5" AC LIFT 1-1/4" PIPE RAIL Cl LL, EPDXY CEMENT _1 00, CONFIRM RAIL COLOR WITH ARCHITECT/OWNER POST PER MANUFACTURERS REQUIREMENTS. NOTES o i 7..•F:.- ►n '' '' 3" AC PAVEMENT 15.00 1. SIGN BACKGROUND: WHITE, RETRO REFLECTIVE SHEETING — — — — — — .+:.c. ':.;�_ (2 - 1 .5" LIFTS) I. 2. SIGN LEGEND: GREEN, RETRO-REFLECTIVE SHEETING , ,r,..... ... CI 3. THE VAN-ACCESSIBLE SIGN SHALL ONLY BE USED WITH SIGN R7-8 TO DESIGNATE c" �Q° as 0°°O°oaa° a ° AI °ao° Oa°�O°O pa oo ° a a °p�l � .4111k0�j° ° ° ____ THE PARKING SPACES THAT HAVE AN ACCESS AISLE 8 FT OR WIDER. V J aa�° /1_QQDaQ ala . ^�aQ� 34" MIN-38" MAX S\�p,ED PROFEssi :AnC[, aa° o-7.4. I��C7 (tea HANDRAIL TC BE INSTALLED DURING Z �� NGINE£,9 O* J POURING OF CONCRETE. DIMENSIONS (INCHES) 654 3PE AGGREGATE BASE PER PAVEMENT UJ DETAIL ON SITE PLAN :_ _ ; : -. ,. :;'' :'.4'..'....,j'..7...• SIGN 0.50 . ,%:. . ,•: `t� Q ; �' ::�• '=• '�_. :' �:��:� :'Y�.-.�- "::' ,�s,.:',.:... 'r ;:.��. " •'�� '.� � •:=`. --•a�. A B C C1 E F G W L •�. 4 �. `..: •`::' •`•'i' +..'_• . , ,:�:: r:;� 0 GON o _ :•EMBEDMENT.;:::',: : •,.1 __ :,;_: :;•.1.,:.....,;:,::;.:.:.:..,: : ' . .,: . it'','� 4 ci L,' .�. .1• •.r• is .. f' .,� !'...*•:,..-.....:::..::• _ (/ 4 '`'� ... . •� •... :'.��: '•:r . .. .. r.. .:'..:' - .. .- _ .. f � .� _ .. STANDARD 18 9 3/8 3/8 2-1/4 2D 1 1 1/2D 1 1/2R St`\01 �' 01r ��.G 0 9 s0 EXTRUDED CURB DETAIL - v �N S. R1]5 _ , NOT TO SCALE -7 RAMP HANDRAIL DETAIL VAN ACCESSIBLE SIGN 0 EXPIRES: 12/31/16 t SCALE: NOT TO SCALE NOT TO SCALE a i a, Z DATE I 02/0512016 o 0 DRAWN I ltrtJZ a� DESIGNED I mm NCO m U CHECKED I KSR PROJECT# 121509510 ._ co Q o cc, TITLE .0, I-- DETAILS SHEET NUMBER "e:, ;2 Z c N E0 C701 u> 0 56 U eL LAND USE# SDR 2015-00004 2 I a f/ NON-WOVEN FILTER FABRIC STANDARD FRAME AND COVER 0 r- cco f // MIRAFI 140N OR EQUAL � �-' o / / SET FRAME IN NON-SHRINK GROUT 1 1/$ 47 C OD OVERLAP EDGES 4" MINIMUM GRADE RINGS,z"MIN./12"MAX. 3/4" - I 1 1/2�� AC OR CONCRETE PAVING o v / INSTALL MASTIC GASKET AND FINISH 1 0 1 2" O L I� WITH WATER TIGHT GROUT / OR OTHER SURFACING o 0 rn // 4" RIGID PERFORATED PIPE 4 T506 % ,� ENCASED WITH ALTER SOCK %"'J�� / 26"MAX. . , , 10 3 8" A co' o ` A NI 6" MIN SEE SPECIFICATIONS FOR •" ��9„ oci ° 4 BACKFILL REQUIREMENTS - ' . . . / / ° �� 36„ -11-11 1-11-11-1 '. .�.�.I.f� ��.r.�.e. 1—n,1i-er-u-n-i � a ° j / IIIIILS II 11 lj 11 11 ..•••, ,�d 1 II-'Il-il—II-�L-11? CV � / y MANHOLE STEP — -II"b , ��+�" �� • �I�I�=II=IIP 4' 11 1" CRUSHED CLEAN =1111- .• ' ' . ///////��/�/�� _'a--11--II- DRAIN ROCK // II-"1h • _ " 1-11- MIN s+- •_'t,.,. v� �' �� III-- . � ._•, .,, • �Q. .'' • 1i:=1 a / O4 �� ,' 11-11u-1 -1i1-Ili-ir.• ll it 1111-u -du � �:��i�►\��,- ECCENTRIC CONE li=�I �1=,=I1:=11III- –11.=.11=1� 11=d-11 BUILDING FOOTING n a., • .Q �� G4S�-�r.I v AS CLASS 3000 CONCRETE PAD REQUIRED : 0 • PECIFIE IN PAVED AREAS ONLY SEE STRUCTURAL ° �tr n► '.11er 0 TO STORM DRAIN .. f • CONCRETE 4" 14 _ MIN + PLANS • r�\ _�� ,�` MANHOLE RING SECTION MECHANICAL PLUG 17 1/8" lea iii 4...::-., VARIABLE(1'-4') . _,-I CAST IRON FRAME NOTE: 6" 6' Tl.� 48"MINIMUM .; 3/4" INSTALL 2'x2'x4" CONCRETE 4 81 fl BACKWATER CHECK VALVE - MIN PAD IN UNPAVED AREA. 81m SEE THIS SHEET FOR DETAILS .': .+... . 4f66— I • z . 3 i FOOTING DRAIN DETAIL ► N ••• x o NOT TO SCALE 5 8 —� �� ., 2 3/8„L'o-- Ziii \\, ,. MIN• x• a C7 a / 1/2 AS REQUIRED ;: '. ; + 9 7/8"---0,1 \ \.I ' , .•.. NOTE: •=� SLOPE 1 1Fr ALL CLEANOUT MATERIAL TO PER '� CAST IRON COVER $ $ ' 4- SLAP ,NS ` PIPE �'.. ��+�+�+\, `. BE SAME AS CARRIER PIPE. APPROVED WYE PL v iz" F-. rF1 `.+ ;• :Q SMOOTH FINISH:, . _,. ' • �: `,.: ,:...y..: '\+��.�` +`,��.•` .`Y�, 4" CONCRETE LATERAL IE 10111 CHANNEL TO"'":. •' t 314 VERTICAL'•:..'• - H EIGHT OFP IPE--i •'r ,•,"; •. • 4. +• . r,•• 1•t.- 4. . • \\\\\\�\\\\\\\\\\\\\\\\\�� `, �\ • • -�'.a• �/ (J14 �-. •wi-: .. 8' MINIMUM . 4..: .�� \�\_\�\`a• ,• 1/8 BEND , ' .• ,.. :. .. ;.• '. ' -• ......'1.. ... .-.. i j,:314"-0 COMPACTED l'ilig a '•'`4 ' `i-1".1'1 / CAP z MAIN IE AGGREGATE BASE ROCK -�* y" "��--e +' SEWER MAIN 1 NOTES: - PRIVATE STORM/SANITARY LATERAL CONNECTION 1. ALL PRECAST MANHOLE RINGS SHALL CONFORM TO ASTM ``Zig!.":::• „ C-478 WITH CAST IN PLACE STEPS. 6 SCALE: NOT TO SCALE 2. BASE CONCRETE SHALL BE 3,000 PSI MIN. (28 DAY STRENGTH), r1/ 2-4 IN. SUMP. FLOW LINES AND INSIDE SURFACES SHALL BE CLEANOUT L� TROWLED SMOOTH AND UNIFORM AT TIME OF POUR. 3/4"-0 COMPACTED < 0- 3. IN OVER-EXCAVATED AREAS, PROVIDE PIPE SUPPORT USING AGGREGATE BASE ROCK 2'-5 1/4" 3/4"-O AGGREGATE ROCK OVER OVER UNDISTURBED NATIVE a_ D 1 MATERIAL AND COMPACTED USING HAND TAMPER. < 0 n 4. ALL JOINTS SHALL BE SEALED WITH PRE FORMED GASKETS I..1_ - I SUCH AS KENT-SEAL NO. 2, RAM-NECK, OR APPROVED EQUAL > . 11 I I 8" OUTLET PIPE CONFORMING TO FEDERAL SPECIFICATION SS-500210. n/ V I _ - _ _ I = USE ENLARGER TO 5. ALL PIPE CONNECTIONS TO MANHOLE SHALL BE WATERTIGHT. TYPICAL SEWER CLEANOUT DETAIL fl!_ Et 1 I CONNECT TO STORM 6. COMPACT AGGREGATE BASE FOR MANHOLES TO A MINIMUM OF NOT TO SCALE W I I MAIN LARGER THAN 8". 95% RELATIVE COMPACTION BASED ON THE MODIFIED PROCTOR Ct 2'-5 1/4" `' - - TEST METHOD (ASTM D 1557). w z 1 I 48" 0 SEWER MANHOLE DETAIL �.I Z SCALE: NOT TO SCALE V J < Q —I LLI - IL- - - _[1 - rilk"-..-------"-- LYNCH STANDARD CAST IRON GRATE NON-SHRINK GROUT 0 cL (2" THICK- RATED 15,000 LBS.) J O Z p OR LYNCH EXTRA HEAVY DUTY CAST < IRON GRATE (2-3/4"THICK w STANDARD CAST IRON 0 RATED a -STANDARD MANHOLE < = J CL PLAN VIEW 50,000 LBS.) BOTH OR APPROVED EQUAL _ �r U U O J` FRAME AND COVER / GRADE RING J Q 61/2" \ O O O 4 \�� ,� . LU 0 0 3 112" --..--1 �—� 2" /\ 0 0 0 0 0 0 ,/N EXISTING SURFACE GRADE PROVIDE 1" DIA. WEEPHOLES ON ALL SIDES. (FROM HINGE - 12 GA. O O O O O O a °e ��:`� I I •°.D*; 4 - • . -9...- 4" MIN. MANUFACTORER) NO FLAME CUTTING OR DRILLING IN f STAINLESS STEEL, 2 112 BACKFILL ABOVE j O O O \ 314"CRUSHED AGGREGATE OR APPROVED . .•\ ; FIELD =Pill„ OPEN WITH 1/2" PIPE ZONE O 0 O O O / NATIVE MATERIAL IN AREAS OUTSIDE OF FINISH GRADE ' ' • `\ 10 i a 1 KNUCKLE, 10" LONG O O O O O O \� PAVEMENT.SEE NOTE 2. '` . \ •'.,':,''..; I I , WITH 114" PIN (FASTEN / O O O �/. NON-ADHESIVE '� I `• ` DEPTH TO MATCH WITH 6 @ 114" STN. STL. O O O O O O MEMBRANE :•.6":,.`' I `,�ti4 THREADED PIPE PLUG GRATE DEPTH C�'I tGRATE FRAME BOLTS) O O O /� /--- 3" CENT. / MIN. �' „ \ : ::;.;:: - COLLAR {e ,,.� I I 3/16 >,,<\/\ ' / ; ♦ :`''.:�` ': / EXISTING MATERIAL s :`:': 1 ' PROVIDE 3/4"-O FOR A I / 12"MIN. j ''r'•' • ' ,c1,,...„.„______----- � MINIMUM OF 6" AROUND 1'-0 SECTION C-C \ : •.:±";:, f .'t `��. � \ LIG 0"CRUSHED ROCK ....:-/....•-7,7:4:;-%,..- 1 _' :' LIGHTLY COMPACTED CLEANOUT 114"ANGLE I e _-- r \ UTILITY PIPE Z THICKNESS MIN. 1 i — 111rM:.:;,::;,/, g • SELECT BEDDING MATERIAL a OUTLET i I'' " fr` , •` '{. 4 u:. ; 2 Oo � V * a0 J as c 22 0 CM a E 17, D 0 CA C c 1E w J c a° C0 V 1%- 0 a :4 0 'IOW c,co C8m MellC Phi orirnm Z W �`i < Z ' C �;' " O C Tca Z c4 L7 o SANITARY Ale(' NOTES: WATERTIGHT 1. ALL MANHOLE SECTIONS SHALL CONFORM TO THE REQUIREMENTS O p 1�� OF ASTM C-478 AND APPLICABLE O p PROVISIONS OF STD. MANHOLE DRAT A N0, 010 D ♦ ^ 2. INLET AND OUTLET PIPE NOT TO EXCEED p O O v J 18'DIA. 3. PROVIDE SPECIAL DETAIL FOR OUTLET FLOW STORM o AMPERPROOF III 111 FIRMLY y, 4110 CONTROL EXCEEDING 18' DIA. 2 HOLES MAX NOTE 16, ' 4. ALL OUTLETS SHALL HAVE FLOW CONTROL OR SA ITARY I I--'f� — MANHOLE STEPS o F INLET OUTLET DEVICE. COVERS t = EMBEDDED. THEY MUST T ALSO MEET ST BE TIGHT AND ASTM 7/8" 2 718" TEST FOR WITHSTANDING PULLING OUT. w SUMP VOLUME AVAILABLE MINIMUM MAXIMUM H 24-314" CAST IRON TAMPERPROOF & WATERTIGHT LID 60' M.H.= 58.9 CF 98.1 CF / 1-1/4' • 72' M.H.= 84.8 CF 141.3 CF PLAN 8 PROVIDE 1 � SPECIAL DETAIL FOR VOLUME1 7/16 1 118" 0 0� CONSTRUCT REQUIREMENTS EXCEEDING 192.3 CF Oil O . b: 71-11::111114.1...1.„1'1..1:1.'1'.1111: . ' J • • 5-314" nI WITH FLAT TOP LID 6" y O1 �O� Q p L.� G� SHOWN ON SHEET 7-1/2" y % 1 REQUIRED PER , a C704 SUMP VOLUME REQUIREMENTS /�� / COVER FOR ' i. 20 CF/1.0 CFS OF INFLOW r 22-1/2" 1 1/2"i 13/16" WATERTIGHT AND _ a. a T TAMPERPROOF 1'110 3/4" •Q ��IIIIIIIII�I�,�� O 58.9 CF MINIMUM REQUIRED f 5" MINIMUM �- 27 12" �, , a e a D rt -1'4i-° 25" `� LOCATING STUD DETAILS . . = :`' Storage Volume Per Clramber;End Cap tri(Tna) Amount of Stone Per Chamber 1.0 o ` x Barb CharnberlErrd Cap and Stone Stone Foundation Depth v co Unil Volume Stone v, SE COStorrrilbch- k .*, 9 in. 12 to f5 in. 1B tn. J �: q s° Storage • Depth in.#nTttt) •_.,- CO s� MC 3500 ell r6 J G 4f 7 r(r'�) ,(7.8) 2 O CV IF{!n s 9;2cgj t2(3051 13(381) 18(457} l D L , Detention-Relention.Wei,Qia1;'y .4,...:-.,,e,,::0&. i__ _ End Cap 4:1(2.9: 43(3.0! 4r,a2) Y 7(:t3) C �p U) L3 > ;MC 3500 Chamber 1 176 3 f r, E `T13 1,r 2 1.294.3(..'...i) 1 229 mm 05 En 381E 'tern Z �` 0 C33 F ___.____.__.__._-_.___- ___ RIC x'I 3 n! sun 457 I MC-3508 End Cap .9(',142) 456(0 33)41 i ll 35) 4).4 fb11,1 A5 P,221.1, $ii 1 y,1? 6? 1«!n`I) 4 11lig MC-35004 1) •• ;,5 '• O Z _ri C NOTE:kssurT>zs 9i10o parug:f)i far stone pins the rha 7Der,>err3 a,3'volume.End End Cap c r�i:2 sT1 .! ;3} ktt?C 4) 4 U1(2.Sj O -� c� I� ti Capvo,'uneall:110es6'(i52mmistonepenr'ieter. - • NOTE-Assirmes 12 4J 5 nal ofstone ailale,and 9"(229WM)rowspacin.,Dna' J �► .` -i co O " i r + in front f r <�� rr52nuTT of stone ,,ate erid�. LL MC-3500 Chamber Wolrnran at Excavation Per Cfiami:er nd Ca in m �U APPROVED Designed to meet the roost stringent industry t '` '`:``:`:;' Stone Fra:iriditina Depth in.Eri m) T A ' '� EC t ti 9(229) 12cre5} 1tr081) 16{a57) +� MATTING Cl) performance standards tor � � o p ce sta oa ds © superior struc z ;. �?��> <;4 ; ?;. \ r ,..: ;:.? - ,,-i ;.`'. :., MC-3500 12.4.9 _ ` (1.3)) :3.c �,';_� ' �`R /-' . CV tura! integrity yr •I „� ,� dwhile providing designers :..: \c '-fie\- H'':,. .:;:..:� `•.,..'::. • +.,. `':`:�`.' • • \... � t- - - •+r •�d r+ , \\\.,',...$: . .>.:. End Cap i, '; i 4[,3.41 44[?e 4,x'.35 • ` ,::�:. .a...Vic'' . 160.70..A:.::.....-_ with a cast-effective method to save '',A.,,," • q ��•:�:::�: �,• \,:•.,,,••.,•Y ,a, ..,; . _ _._..._ _ �I[!r ':v`'''' '2• Ao.\<::.:::. oW:. ;`. Vii':-:,.\,..,';,. \♦ ,'e \.. i• 7 r �, y• �->>'.i.!' _ \4-i+.�-\ .:,`)' : :r:� �t ' .c• i.,ii -::"Am:ti.. . '7;,,- i'"'•N v:,;..j\::•ti MOTE:Assumes ;,_� nun)of separation e,$ti'JBdri chamllt.rows,6°(i,3.? ��a� _ valuable ialtd and protect water ; .,: t ;.,..€::::;.::.,. ,.,. w•;., "*X.4-.V.A:.* ti :.., ,.,.., I� Al. �! - :..:::.,,,, .:a:=E' ,, ,,: ':: �."w TITh)of perimeter in front,mead caps.and 240(610 mai)of coll'c The.mrame �`rt't ! 41.;;;,,•./. Zi�� . a A ? ..W..,-,., : 4`t:�:-iii�a :S y. .`,. :+.w ;'`a.` �.t.f,_ 7{ _ _ Tr soilrCes.Tl?e StarrrlT ch s st£rT1 :?, ,. ,....,,.,. . , . v, . E r r.. _� ,`.. .�:avu,v,`;`.o:� :`;n. ;;ci:c�,:'�':""�:' - ::•� .::.�. ,4"C •. `4'' • .\ a.,; D.dXCdV3ilG77�,filV?ry'�509D.�r4:•�,CY"2T77?C'EaSE3. t SWALE BOTTOM a.lay ..,4' ,,;; >::: ,;;:n, ,\, 1`' . ; �, `` '• 1< +A ` is designed primarilyto be tlsad \ ;A,�;:;;,,• �: :; . •,, •. . : !• (� k .,,,,:....,...A,,.....:-. \ ., _ '�, � '` .; .� .<• 4'�5:, >'... " "- ? 2' MIN, c;s--_ t� �� rl ; :;..,\ .. ::; ., '`.�.� ;: ., General Crass Section �� a � 12 MIN. TOPSOIL ..,::::. 0 tETId£[ parking lots thus maximi = *b:..;i'^` u 3 ▪ \\;� `; . ,,4' :I-',.....;•,,W. r rr Y� 4�}t ..:-.:f :.,-,: ,... \ yr e e +F1 MIN. .4 w. ti4 Ind land UdQ8 fpr COi41r31erCiiT! .; -:,. \ < �...:., :. :`` �. • cNewnE s +pu wecrasrw ars�rAaoamy� `N y ,:' ,g '.`ar;;r�` k ' : \" Nf • : ,:r•FCAT,ON Prkt PNYPROPYLF#E fy.,I coRRisaro;n c:wxu-+s,r:nu.ccyr aWa+.n rir�crar,srerrl,cam- / (� 't;t$- w \b b Sh, , A.STMF 77 P•ST PR 71C F SrRC L1 1 > ... and muniil al applications. 6iimt. \ti�"gat • \, ,•,� wNr sr kvrn:ertcrarennascsww as 1 wonR ac a4 cTvw�L 4 ?a t -,,,,,,,,,,,,4„,,,,,t- i",,•_4 \ .,„,,, »-,- s S?OI1MMT 4'R CCO OrRI,VN CKAMBE:AT' YrALI, I y .. 11■ :..,, ,,,.. i7: ,.� Rc�nalr vii 1 r �4 � , •Er, �.f.1N�HAlaBErk>i�`' � 7 r. (A\ ..UNn1 SAA 'e INC:i r4 n:rn"A+mm]CI-ESN. ` I 4. + 11...10'.111'• r 1 \ rGOMI ACT k�:,,ILL r.N?E•C:+i.S � � 1111 1 L f:L'Slf£U.n:Cc3U At SrrJ,Yli f S#ormToch MC-35{)D Chamber(not s. ase) 5tormFech MC-3500 End Cap;lic•C to scare? ;gn_H7DA�:x+u M srw+F eLlt..l.bwET7r_ �• tt 0.5 MAX. ��4��.► Yktp: � S Norni:Te Chamber.5pec:iricatin:-:5 Nam n;d Ef.c.J Cap Si_:c.l`IceJQns N•_N-:ro : uewtxT::..:ALL \� ;�, rsr �--I �_ =►= A .Nn,113C:i7pAR .--,,,-..,,,F7...\\ I_ • Size 1,1 lxtl) ..._____ IT.2"843mr0x ' f195E.e1_r x4E'i1143ramI Sin:llxi'vii; 25,'"05 oim r75`ii9.6rnn111145" 1143rmn \ ,�-\ , 1� y1 ' , o �yy . : '7 �a'IBtn:xn ".1.2.a rnl I fr, lit I. GI41111 11Drax� 10B!? E 2,11;_49 E�!uCopSIoNrt ;:�,Y'"G42rrr . -' •«'�•^'• • ��._ --�•�-• •••_ -,,,,,,„--,• w'N' i lsAl:. I RIVER iROCK 2" 4' Q W � Mir:lastxliedStor99z' 17_8.)[1'i" :11:1 » .»,._._�_ �fu. nau6.aSlµz F.�,�, .»dl,wl': '3'' ''1,» _ F • _ 3 1i`, C1� p"Frh4 1 , l 2.5"- 3" DEEP ��/ < z R" c u> WRiRht 1:34 itis(G0.E k(7• We:'011i� ▪» 4E;1 r[1-2 kp' a sen ' •` r fir rl ti €{T ;l1 arr;;iansrq rri 7 3 '-?hl.glows,4.11nuiWu9rf12;Sta!nfiia!,lanr3iea'a:9'l: rnine,IAtxwai* "".isatin.-X10101,;r�r1I21j!nn;lo!tia:a.ay''ra.2't2226nrn'iL0Skm:r:N.:,p',:99r.n:; f;r 1 •1 -� };f1E:4 t. t )f'', A, zi;<�I�! I a -� r� 0 § g •x1s„eri 'a 12x100I)(1c;7A:s} roj.;ilki40%-SiSne(~l:Ur•11'R n.41-;a.lr.E 1,a'r:u, 4s+mcg,-drool:an:ac%, c;ul.1.r"+'.r,;sirf. °)} _ _] N SWALE AREA FREEBOARD TREATMENT AREA FREEBOARD BUF ER/Mi IGATION 1 3- - � Y L 4';1L9•mn1 ON. O � � �L J AREA 6' MINIMUM WIDTH AREA FAREA T c7 r� r� -lr'� rr 7r iE- 'ra - 7... shipp::�g :nY rI TH.1 1' .-..-.1,. M::.gS•XCN(CSS- • $ V� tso : / 1r 1229 Irk:INn} : ;xi30iEmmi>aN. sclaribersna':lat t t I a ' I+' a ': f EC MATTING ECONOJUTE* COCONUT FIBER OR GEOJUTE PLUS* ECONOJUTE* ECONOJUTE* (S> 20%) .I sLOG•;ADE 50cLa.J I ll I i IP ':I II � SEED MIX LOW GROW MIX NONE LOW GROW MIX AS APPROVED BY 1;?rd Cap�,�allcl I � I I : I 6 I I I I •' 222 NST£THIS CROSS SEC-710N PROVIDES GENERAL INFURMAT:GN FOR THE 341G350C Qri{ayiBER.$TORMTECN,i 1GR50[3 G ikfJ OMB MUST { SEE NOTE q #5 1 SEE NOTE #5 DISTRICT D R CITY 1 Azl:S1:�1Tuc$ i I '~(E+fl4min} BE DESIGNEE:AND INSTALLED IN ACCORD-ANCE;NITH THE MC-3500 DESIGN MANUAL AND MG•s6Do CONSTRUCTION GUIDE. N5 MAX. S LO Pr 2.5: 1 4: FLAT BOTTOM 4: 1 2.5. 1 NA ' 2. PROPERLY INSTALLED A.U36=.1r1 CHAMBERS PROVIDE THE LOAD FACTORS SPECIFIED IN THE AASHrO LRFD BRIDGE DESIGN a i ! 1. �^ �E,R f �� rJPEr.iFIc:A€TONS FOR EAi2rY•AND LIVE LOADS WI iTi CUNSErlE:4{AT:ON FOR IMPACT AND MIA,11 PRESENCES. n I • I: / P �T� '.� u - ,a 3. PERIMETER STONE MUST'AL"NAVS BE BROUGHT UP EVENLY WITH BACKFILL O1 BEC. PERIMETER STONE MUST EXTEND n' fr� � �I �, I fQ,?r., I HORE2.ONTALLY TO THE EXCAVATION WALL FOR BOTTH STRAIGHT OR SLOPED SIDEWALLS- * OR AS APPROVED I I ! <f t tip...4'.... * ; e 0 ' 4co• : r ¢r,: axe 0 !Ald I£ •IT I I I 1I I ,I •., 1 '', I .i 7.I*1,104' i it E11 ,7Rnr A x tl n,Amnj pI ! ! )I t II" ti , . I r, C. NOTES: .! 1 M I 4 k{ � ' '• I ! ftti - i. Ilily' ,"r 'r f *.. 1. REFER TO APPENDIX A, CWS DESIGN & CONSTRUCTION STANDARDS, FOR LANDSCAPINGil ld' } y.- E c a r t'I i 1 I - e REQUIREMENTS INCLUDING TREE PLACEMENT, TOPSOIL_ AND PLANTING SPECIFICATIONS. peA'. ,- f '� h".:7l`i� '�'': f c'_�f?I�I• + I. ,I' k1E "�7- , ii r'1 sc.. r' n ° b + fi 2. PROVIDE IRRIGATION AS APPROVED BY CWS. a e.AL _ills '.w.1w:, 6_+ _.w '► ,i - L i< t H , A n•0 r+bsmml zsr StonnT�aw� 3. JUTE MATTING- GEOJUTE PLUS IN TREATMENT AREA, ECONOJUTE FOR ALL OTHER AREAS, OR SIMILIAR -p1°"'"I 2 ro-;;M,' „n.:• .i4;c;:,4i• " FABRICS, COCONUT FIBER IS ALSO ACCEPTABLE. r �4 al841ARi METALLED j .1 r. a ,ir �� 4. 12-INCHES OF TOPSOIL SHALL BE PLACED THROUGHOUT THE WATER QUALITY TRACT. LIJ 1d1. 4ii ^ 9 fi 5. FREEBOARD AREA SEED MIX, DWARF TALL FESCUE 40%, DWARF PERENIAL RYE 30%, CREEPING RED FESCUE 25%,I I, I t= ttflnwecd3ciaG,501123 Ro kyHi f,T x c31 !' 767 COLONIAL BENT GRASS 5%. APPLY AT A RATE OF 120# / ACRE.l j. .� �I' I �♦ �;'� 0).!';29 81�3C?Bdt'8.�2,:5G'!' lath, 7E°413 l ta:c•Bf0 5.:3 9.ri•4�I u'asusroEntt�hsprti (:::*) 1 rill +M'ry' ,7i: L (114.75 mm) ADS•Ter:?:5 a.Ri1(.0:1$i!IOR,w GI:i'a!a r.P ava1lahEs GO':he A::3.YEb5E,8 l+A'r'#.A 5-I�1^acam. .", 0.• 11 I Is ul 1, , f :I II II I::I a d I ...of • ge Systems. ue }.I I fah{ : � iffy'fl Auvar�xd Cr,:, Ae Syst m the ADS logo,and die.f Teen stir' x e re=isLeui hn oma ks of Advanced Drainage 1 : i is : }}I l ' I ;l -I Sirxrr:[�1 rserer7ctare tine rrr�rkof farinTniI,Inc I- E , (k }k )1-', d '', 9 lv�r; �N :k 't Toe:3iilel Building Counr.1 Mornb��r Ie:I� Is n r2:g,:4ured traiimark c1 tb2 U S.Greial 2.1IIr.irg C.lwr:ci:. . [ I ( � .-I- � Ri5905D3.2014 Printed on recycled paper STANDARD FRAME AND COVER : 2':114 AdvancM C ai Ta ye Systems.Inc. 4:::( 0_ . 58" 5ET FRAME IN NON-SHRINK GROUT 2" CLEAR TOP HOOP 1 GRADE RINGS, 2" MIN.112" MAX. 0_ D NYLOPLAST 12" DRAIN BASIN: 2812AG X 1-#4 HOOP, TOP & BOTTOM INSTALL MASTIC GASKET AND FINISH < 0 WITH WATER TIGHT GROUT n/ Basin Riser is made of SDR 35 Material • LL a 4 > (.9 (1,2) INTEGRATEI}DUCTILE IRON „,, 8'I 26" MAX. ' '. •.". FRAME&GRATE TO MATCH BASIN CD. `` • ° •`a ■' a• " . • II I:- �� y' •t lr1°A1NWIDTHGUIDELINE • r: LL1 ``` t � 5 1" CLEAR \--f; Z LLJ i- 1-#4 HOOP, TOP & BOTTOM •o ., MANHOLE STEP MINIMUM PIPE BURIAL �/ 1" CLEAR ALL BARS 1 r' ' r LL L.1_ DEPTH PER PIPE ..11, ,_ El^MIN THICKNESS GUIDELINE (S)VARIABLE INVERT HEIGHTS MANUFACTURER RECOMMENDATION i (TYPICAL) a 4 z MANHOLE RING SECTION r ^ 0 AVAILABLE(ACCORDING TO (MIN.MANUFACTURING • VARIABLE (1' -4') 0_ FILMS/TAKE Off} REQ_SAEIE AS MIN.SUMP) t51 N SECTION A-A ; • - CD ANGas 14 VARIABLE Ir• TRAFFIC LOADS; CON CRETE SLAB DIMENSIONS ARE FOR J ❑ LU I ACCORDING TO GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE . - - DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, O } - kir 4'' TRAFFIC LOADING,&OTHER APPLICABLE DESIGN FACTORS. ' • z _ J 0 Q i� ,''` SEE DRAWING NO.7001-110-111 FOR NON TRAFFIC INSTALLATION. Q • ALL BARS 1 112" CLEAR !i - - (3)VARIABLE INSTALL MASTIC GASKET ,�� l' . ACCORDINGSEDON 48" MINIMUM J WATERTIGHT JOINT :•-r.r- (8"M1N,SASEDDN AND FINISH WITH WATERTIGHT i U Q Q■� t MANUFACTURING RECi.) / (CORRUGATED HDPE SHOWN) ' 4"MIN GROUT W O C� Ea . ' ''' •q • ❑ i f 2-#6 BARS 4" O.C. '� ° ' SLOPE 1"/FT (4)VARIOUS TYPES OF INLET&OUTLET ADAPTERS AVAILABLE: • •skiV24C 'IV" lee : , 4"-12'FOR CORRUGATED HDPE(ADS N-12hIANCOR DUAL WALL, ._ /I l v!y ' / '• • • .• • >- ADS/RANCOR SINGLE WALL),N-12 HP,PUC SEWER(EDI SDR 36), 1-CRATESISCLI)COVERSHALL ESE DUCTILE RON PER ASTM A535GRADE T020•C5, d• • 44111* PVC DWI(EX: SO-I40),PVCC9CWCIO5,CORRUGATED&RIBBED PVC i WrFTHEE1rCEAT0N4FTF RRgVIEGliATE 25" DIAMETER4111*.A a 2-FRAEALSSFIALLSEDUCTIEIONPER nsThlAs3scTfih7ETa36-� 2-#6 BARS 4" Q.C. . ' 12" MAX. r" 3-DRAW BASIN TO BE CUSTOM MANUFACTUREDACCORDAGTO PLAN DETAILS- / '' a a THE BACKFILL MATERIAL SE TALL BE CRUSHED STONE OR OTHER RISERS ARE NEED®FOR BASINS OVER sa DUE r0 SHkPPt4G EiESTRrC T1ON5. 2-#4 HOOP, . " 9 • PIPE 0.D. - GF�WUTARMATERIAL MEETING THE REQUIREMENTS OFCUSSII -ap DREE AINAGE ;s +rnGirmEssssll�Ecor,rawaTo / ��,� TOP & BOTTOM 1.1-3155 ,�' MATERIAL AS DEFINED IN ASTM 02321. BEDDING&BACKFILL FOR • ASTM 03212 FOIZ CORRUGATED HDPE(ADS E-12IEiANCDR DUAL WALL), II * a a"4s SURFACE DRAINAGE INLETS SHALL BE PLACED&COMPACTED N-12 HP,a sEn lig)Pi.'" 5-#6 BARS 4" O.C. - • q' UNIFORMLY IN ACCORDANCE WITH ASTM 02321, 5 -ADAPTERS CAN UE MOUNTED ON ANY ANr7LE 0•TO 363".TO DErERMNE MINIMUM • • • + ANILE BETWEEN ADAPTERS SEE DRAYWIG NO.TC01-110-02- .,' • • r' 4 .• 60°' 60°' • #1/1 ..A . : a . , . i . .'GRATE OPTIONS LOAD RATING PARTS DRAWING'4 THIS PRINT5IsEt0SE5soSECTMATTERNWHICH DRAWN BY ESC MATERLN_ 31301E7NMAAVE .SMOOTH FINISH., . .' : 1:71',,,!=!==, - 72 MLOPL BT HAS PROPRIETARY RIGHTS.THE RECEIPT BUFORD.GA30511 d - 4. CHANNEL TO • *: •' 4 . . . • PHI D 7442 ••a• . M Ts OR POSSESSION L1C5N E PRNTDOESNOT DE DEVON GATE salloc 1^1 3/4 VERTICAL . • .. . : .:r.- - NI '- a I'* -I ' TaANSF:fi,OR LICENSE THE USE OF THE.DEVON CR ?Vittast� F X474)937,2440a °• 1-w TECHNICAL INFOF:WWONSHOWN I•EEREN REVISED BY EBC PROJECT NOIR AM E __. +rrvsa.nyluphal-ur.mn • _ . --�u - R-71_.IL. C'r Ci71iTA31Y�NDERDl1,URSNANUF UREiOF ANY NFOR3AATQN - .• a + .41• • - . -4 ' . .. Of DRAW Tr LE ' HEIGHT OF PIPE • DATE 3'10.9012INDRINBASINOWD%SPECINSTALurIONDETA�, CAST-IN-PLACE CONCRETE • - :•e FR"ICLE NE'-NEFROMI-FCR THE DGCLOBURE TO OTHERS // • • i , a 4 ".a . .a •.' 4 Z is FOP31)DEN,EXCEPT BY SPEDFIC WRfTEN - •\ • - BASE - •- . - - '•: •• ' ' "• o PERMISSION FROM NYLOPLie. /131101770=DWG SIZE A EERIE 1.20 SHEET 10F I DWG N0 104I-116-1r>9 Rev C \ ;r• • •i. • ' ' •. - : - - 'd' 'a • , • •q '� •• .� t1 • d • 4. . c Lii \ • / • e : . ° . : : ' 611 MINIMUM°' ; p•• . . - 1-#6 BAR 4 .• }••• "• ..i`.■ - ( . . i 4' .-` Lu A .! {�_'4. A( Y( i'_'4, Y4. ,.„..,...,„:...,...41_, off At o. `� ,tet 't • • A. p • sa • • s s • ri 00 •OP• 3/4"-0 COMPACTED :r,-,.r�. I i•q.•4ir•er•we•se•er•4 1 �•• AGGREGATE BASE ROCK •� �� 8" MINIMUM i� iw „ar. aR „� `4a `� � q ��• DDDD��... . •�....I�I�I TOP SLAB SECTION • r� r� NOTES: 72" MINIMUM V! .3 1. ALL PRECAST MANHOLE RINGS SHALL CONFORM TO ASTM C-478 WITH CAST IN PLACE STEPS. ~ �c�'\`c-•N�FE8,2 �7 2. BASE CONCRETE SHALL BE 3,000 PSI MIN. (28 DAY STRENGTH), 2-4 IN. SUMP. FLOW LINES Z �c �N EFS AND INSIDE SURFACES SHALL BE TROWLED SMOOTH AND UNIFORM AT TIME OF POUR. w ° 654 3PE c 3. IN OVER-EXCAVATED AREAS, PROVIDE PIPE SUPPORT USING 3/4"-0 AGGREGATE ROCK OVER C • OVER UNDISTURBED NATIVE MATERIAL AND COMPACTED USING HAND TAMPER. C D GON 0 4. ALL JOINTS SHALL BE SEALED WITH PRE FORMED GASKETS SUCH AS KENT-SEAL NO. 2, D ,,G Q., a RAM-NECK, OR APPROVED EQUAL CONFORMING TO FEDERAL SPECIFICATION SS-S00210. �� }' g, 2° �N 5. ALL PIPE CONNECTIONS TO MANHOLE SHALL BE WATERTIGHT. If/N S. RUSS� 0 6. STEEL: F� 0 60,000 PSI (GRADE 60) C.). COMPACT AGGREGATE BASE FOR MANHOLES TO A MINIMUM OF 95% RELATIVE COMPACTION ❑ EXPIRES 12/31/16 "s BASED ON THE MODIFIED PROCTOR TEST METHOD (ASTM D 1557). Z DATE 10210512016 48" 0 FLAT TOP MANHOLE DETAIL Q DRAWN I MJZ N o SCALE: NOT TO SCALE - DESIGNED I MJZ ICF n r , CHECKED IKSR M E PROJECT# 121509510 `a0 L.L.77 SHEET TITLE n -o DETAILS N co a? N a V) SHEET NUMBER Z II 74 0 U LAND USE# SDR 2015-00004 Q E,[) r 2o Eno ;- a * T (0? J -: c") M O E O N �� 0 (I) ti O p co 16 ... . . _ _ E IO SIDEWALK ADJACENT T :� ro o OUTSIDE OF WITHIN 12" BEHIND SIDEWALK CURB A - d PAVEMENT PAVEMENT OR BEHIND CURB a # 1.1111 1 � ;: � � -A,-, WHEN NO SIDEWALK a ! �, , cn k?�..:;K FLANGE - s. 19" CAST IRON 910 �. O ' 1�I�; ._,�',�f1L . AI- E HOX TOP aim -, .AEON -I,. • • N 1V' ti i 2" OR 1 1/2" 17"X30"X12" ROTOCAST METER BOX y --- 1 NIPISKI am 18" CAST IRON 910 BOX METER W/17-X30" ROTOCAST LID W/TOUCHREAD HOLE "Vj - 1� ,... ` • PLUGGED TEE PLUGGED CROSS �� . x�-=s::::►c:`a:iivffeve: Q _ BEND PLUG OR CAP 0 PROVIDE 24" BY ��0 ' Y/ • /I w ♦ r• �' a ••+''0.:e.,11-.1= •� oa q ia"';ti i !`' �ir7*,�a;raw;:i;v+ . 4" THICK CONCRETE 'A' � /, �"�, a"w� �; i i j'1 4" �F�A.� ,�L; "�y'�...... ..._r. -.- T•� ,.T \ . �• irs ��+! Fri i+��li• ww +s sr + ,� ..:„:,::: .! �*_�Ii•'%l;rt .�,� /!i!J!/I!!!�_ w' � / 1�4/..4,..;,, P� .> it11551111 1 , O PAD (SEE NOTE 4) • {i ri-.+ /1 4,-;..-.1..- rid f�+ 1 ?' lI I�i� sVK•\$ J i��- ►��- % - 5►o . Y�r' ��, • . JIL HAND TAMP BACKFILL f ,•• - !fid':.!• i?'�`►r �" - E�' JJCTILL !I" !€a ♦;i ` ' i ' ' AROUND TOP SECTION J 6: MIN. II+ II '�%.! '.:+' ,' T ` 112 MAX. y ■. w \A,: ,11.0,x. F GS'RAIN AL UOIN S W/ I� !c ,,i -- .1, fete / 'FIE ED LOK" OR EQUAL GAti€ E S " -,,,--.3.---17- 7717"---- PLUGGED w� �'' �. _ 2" FLG X COMPRESSION ANGLE I�`�:rA�) III [ � � - - ', STOP (FITS 1 1/2 " APPLICATIONS) �r� 11 ' .t '`t4.r.-. ,,. •` LATERAL PLUGGED CROSS TEE " - :::\ ',;f / -47/V/7. -�'fir. �j� E ASTM 3034 PVC .„....,..„......7- MJ X TAPPED �- 6„ 1�9E+�.�+I.:tJ.C, RETAIN:i-,Rc ) ' �.. . A.D.: 2" TEEGLAND ; :BAA IRON CONCRETE THRUST BLOCK SCHEDUL Q w 8 CCI:; '1:'_`_--.FDP-1--E-LRA 5„ GATE VALVE f z a 2" TYPE "K" -- (BEARING AREA OF THRUST BLOCKS IN SQUARE FEET) Q z --: OPERATING NUT EXTENSION y�,t��,< FLG. x M.J. /f " COPPER PIPE ! M.J. x 6" I..C. "TEE FITTING 90'BEND, TEE, OR 45' 22 1/2` 11 1/4' E" 3 c_ II?. I (SEE DETAIL NO. 505) � t TH ,� 2.0' SIZE (INCHES) PLUGGED CROSS BEND BEND BEND 1 0 . 2 2 j .............i,... e STRIP AT CURB Q 4 01.9 01.3 -- P+ C7 6 04.0 02.1 01.3 ( ) w MAIN LINE • rA- S JEW'ALK. }, ,�R h.� 8 07,1 03.9 02.0 01,3 COPPER BENDS I .--- K FLANGE L AS NEEDED _- _/ - - -------- 1 ? • ` 12 16.0 08.8 04,5 0/3 ! -- • zt ti sx r „� " ♦,*.. '�,.�i•`► Fir+so• =w`�s••. II E :•:. 16 28.4 15.5 OB-0 04.4 2 MIPT X COMPRESSION CORP '7 'V 4 �� 'b .o \ ,\'` `C ail, 7.°".•-•• ' ,' tiii=►�tiiir' ��gii:4411 24 64.0 34.9 18,1 09.1 _-- -- - 1. HYDRANTS TO BE MUELLER CENTURION, A 423,(CR AFP'D EQUAL) 6" MJ, 5 1/4" ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I. AND AN MVO 3 PORT - TWO 2 1/2" PENTAGON OPERATION NUT, OPEN LEFT WITH THE FOLLOWING: ALLOWABLE SOIL BEARING STRENGTH OF 1500 POUND PER SQUARE FOOT. TO 7/\\/,A,"/1;\'.//jr"../\\Nf /#'\\# A. OIL RESERVOIRNOTES: / / B. BRONZE ACTUATION NU-1- COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING � C. BRONZE SEAT RING STESSES, USE THE FOLLOWING EQUATION VALVE BOX 1) ON OPERATING NOT ASSEMBLY. E. FETY S EIVEDCOUPLING CAP HonEs; BEARING AREAS = (TEST PRESSURE/150) X (1500/SOIL BEARING STRESS) X (TABLE VALUE) 2) OPERATOR EXTENSION 1. CONTRACTOR TO INSTALL MJ X TAPPED 2" TEES AT 90' ANGLES TO F. THREADED NOZZLES WITH "0" RINGS CITY APPROVED RED PAINT TO SIGNIFY REQUIRED WHEN VALVE NUTMETER LOCATIONS, HORIZONTAL ac LEVEL. G. NATIONAL STANDARD THREADS 1. CONCRETE THRUST BLOCKS NOT PERMITTED UNLESS APPROVED BY CITY ENGINEER ©---.\\ 2. BANKED 2" METERS SHALL HAVE 24" MINIMUM DISTANCE BETWEEN 2. SAFETY CHAINS TOBE REMOVED. THE HYDRANT ASPRIVATE 2. STRADDLE BLOCKS REQUIRED WHERE LINES MAY BE EXTENDED IN FUTURE SEE DETAIL NO. 561 LIJI5 DEEPER THAN 3 FEET 24" SERVICE TAP INSTALLATIONS 3. HYDRANTS TO BE PAINTED 3. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. FROM FINISHED GRADE. - 4. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. 3. IF 2" METER IS LOCATED IN SIDEWALK AREA THE METER BOX NEEDS TORICT FtRC tJl.RC1lI.L� 5, THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN ENCIRCLED ON 3) CENTER VALVE BOX ON BE 28"X27"X12" ROTOCAST. IF TWO ARE BANKED THEN THE ANGLE STOPS 4. HYDRANT TO BE INSTALLED TRUE AND PLUMB. THE PLANS: e.g- 15 INDICATES 15 SQUARE FEET BEARING AREA REQUIRED. AXIS OF OPER. NUT. NEED TO BE AT A MINIMUM OF 30" APART. 5. NO OBSTRUCTIONS WITHIN 3' 0" RADIUS OF HYDRANT. 6. IF NOT SHOWN ON PLANS, REQUIRED BEARING AREAS AT FITTING SHALL BE AS INDICATED ABOVE, Imi 6. IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED. ADJUST IF NECESSARY, TO CONFORM TO THE TEST PRESSURE(5) AND ALLOWABLE SOIL BEARING 4) PROVIDE 24" SQUARE BY 4" THICK 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO. 503 OR AS .APPROVED STRESS(ES) STATED IN THE SPECIAL PROVISIONS. CONCRETE PAD AROUND VALVE I'- 24"--:-I BY ENGINEER. 7. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRESIDENCE OVER BOX OUTSIDE OF PAVED AREAS • 8. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS. BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS STANDARD DETAIL. BEARING AREA OF O_. AS SHOWN IN CONCRETE PAD DETAIL CONCRETE PAD 9. INSTALL A STORZ HPHA50-45NH PERMANENT HYDRANT ADAPTER (OR EQUIVALENT) • THRUST BLOCKS ARE IN SQUARE FEET. ON THE 4 1/2" PORT, iI' c ozc>cora OF Rn THEODORE S. KYLE, P.E. OREGON THEODORE S. KYLE. P.E. xz \ :iRz t ''. iaR1�FAHA,�P.£. Y OREGON MY or TZGARD sr: NO SCALE O PPPRONED we NO SCALE APPROVED NO SCALE \ ��• t.1 11 ( :tihEl N9 SCALE a. /'� �Ri HRT -r>{rza TFIEOOORE S. KYLE, P.E. STANDARD THRUST DWG. NO.~ art DOW Ott E7IQIEER 2 -1/2" awc. NO. iqi..' N'y4.3vkk9fiYU III4[SJOA On'EN4awEUt DWG. NO. EN[:rn[EHmNc nlvzSla!v OTT F?IpiE�ll r zcm zeuvc nmsDx TYPICAL LiMTE DWG. NO. CITY DIVISION .>' PLBL:t R'133LALS I?f:'!`AR'1 Mk:.\"i- a, PVBLIC roOum DHPAR'E'xm,4T POBY.IC WOHBB IIHPAlCl'SCI.NT I PUBLIC WO=DEPA3CI'!DWI' .. .... '�' 13I23 C,�A',1{AEA.BIND. � � LEAS S.w HALL HLVD. :, Li11.1 8.1�.Hhll.BI.yD. .:x s:ak- ^^gg,, L41Z6 9.W.1�AI].BLVD, t „<z;,a rEt:.4RI),ilAt;COU'11 L AUGUST 2015 Sf>t 560 >-- 0 71GAAIJ,al: Gux , JANUARY 2011 VALVE 503 ... :: V; VOICE: D3)d3 41 1 JANUARY 2011 WATER SERVICE 521 nGARD,OREGON 97227 JANUARY 2011 BLOCK VOICE: 1i�4-dl7f �',Y VOICE: 479�Y71 VOCE(XO}`,.SAa17: TIGAR: i0.i fi'GON _i_______ ( ( �2``:`\•. :\' : FAX; (543}E54-7271 AH1,1( N.OAl ( 1 .... . FAA:(50s}66k-7297 APPROVAL DATE 'INV'62�.'..' .r 1�A7C:(9W)664-7b11 APPROVAL DATE ....s...s„ .�....,..y�..+,s,,,�m�� FAY:(!OS}ds4-7x97 AMAIN,/,/OMR ("1: A/ fa!! W POTTER - ROEMER NO. 5715 w Z 90° FDC SINGLE CLAPPER ��// �� WITH (2)ALUMINUM CAPS_ Y Et I f z FIRE DEPARTMENT CONNECTIONS SHALL f -�` A� (Y • Q BE DESIGNATED BY A SIGN HAVING !� \ - ib. �+�■� RAISED LETTERS AT LEAST 1 INCH IN r.__.* t�: ou, �! Ep'�' a ��CM':' W SIZE CAST ON A PLATE OR FITTING, q _ I I �* r� I cif READING ❑ "AUTO SPKR."OR "OPEN SERVICE PKR OR DESIGNATED: I.E., Ii I �- VJ_1 c) z O 4) "STANDPIPE" ETC. WATER METER i Sj! CoFIRE DEPARTMENT CONNECTION TO BE •_►•_ J 4" SIAMESE TWIN WITH THREADED PLAN . ■- ,,- U O Q GALVANIZED STEEL PIPE. ONE WAY F-METER BOX ,, 0 his 3' MIN. VALVE SHALL BE LOCATED INSIDEr� I BUILDING 1" UNION EACH SIDEDOUBLE CHECK • `' 0 V J ~ VALVE ASSEMBLY 414‘ If t � 1. mom 9, 1 I ,.. . - -„ ,„/ .,,,„,„ ,FINISH GRADE r-- - r/ +' s \�� ! � ui `S S'\�� WATER METER .-..... •'• 12 F- z / / l V !�') 4411"- . �. �i1,i,! # cap / / i 0 CI Q i,J • ( CRUSHED ROCK BAST - '� ' r�w til .1/1 -I ~C� O 2'x2' 4" THICK CONCRETE w p z COLLAR BURIED 4" ELEVATION w all UNDERGROUND U w BOX SPECIFICATIONS J I->-- ci 4" ROCK BASE - ----- m �, m DEVICE SIZE BOX TYPE E,J Z H 4" THREADED 3/4" -- 1" BROOKS #1419 SERIES OR EQUAL IEAJ CC o w PIPE NIPPLE 1 1/2" - `2" CARSON 17300 P1 5L ORTEQUAL mm < ztnclo DRIP VALVE TO BE LOCATED IN BUILDING w¢ Q I / INSTALLATION SHOWN IS ONLY A SUGGESTION. Q J z -o 1. DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METED. :ii, a1= MJ x MJ 90° BEND I <o z -"""� -- 2. BRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED IN TEST a z° (n coI ' . -. FLOW TO BUILDING COCKS IF BELOW GROUND INSTALLATION. , lams"� s� -} -nEQ PROF�C ~ 4 3. DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, FREEZE PROTECTION, imme. .,_ ,,, ¢a V Z �S FNDINE6-, �qij. - . • _ -- AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS m v o UJ ��` 9r FOR INSTALLATION. CC fi54 SPE C J . :. . M ENGINEERING 11.,. (a:til tui rraAHA EN. C SCALE iiio coN�n THEOGOFtE S. KYLE. P.E. NO SC,1tE ( O 9 BN • l}Ei ;� 1 oRi FAHA. P.E. _. VERTICAL. BEND G °°,\.., w \ APPROVED 0 GQCONCRETE '�in THRUST BLOCKING ti, ,- cW e(( DOU,ggB�� H 0wc. "° Y 2d7 ,, ' :`` VL'ISiSEAR R ORt:A.`<7\7+I7.) k .fANUAKY 2(3f1 6°b & lxf�'E>iGB1EEANG DIVISION owc N0. F0 13i.5 .+>r.flat.i.BLVD rir! •..•. P[JBLIC 7V0$LR DEPARTMENT �N S. 4 4 y�� O Y. E a ti•(?[s::F,:(Tid.7}Gy}4171 R U °C - D BLY 530 r GARD'a GONVMS JANUARY 2011 RESTRAINT C aV 6 C 1 yas z v: FAX: Asa.+ls -?an eer4ovu tea:r, F �(�w3N-7297 EXPIRES. 12/3 / . . . . .••a.. PAX: aP+7297 APP10V5L DATE 0 1 1 .7 FIRE DEPARTMENT CONNECTION RISER (FDC) DETAIL ani -`a NOT TO SCALE Z DATE 102105/2016 co O DRAWN I MJZ DESIGNED I MJZ C L Iv . r 1 CHECKED I KSR ' C �J E PROJECT# 121509510 SHEET TITLE in 7 NR5DETAILS (4 IIT � SHEET NUMBER II Zo 7 5 U a LAND USE# SDR 2015-00004 2 Lo p o * r- co IRRIGATION MATERIALS AND LEGEND o N SYMBOL NOZZLE & SPRAY BODY GALLONS PER MINUTE P.S.I. RADIUS PIPE, SLEEVING & CHECK VALVE0 rn 0 - • - 2" MAINLINE - SCHEDULE 40 PVC (0-70 GPM) rn v MP ROTATOR ON PRS40 SPRAY HEAD 360° 210°-270° 90°-210° C C 0 0 2 HUNTER MP1000 OLIVE=0.65 LT BLUE=0.48 MAROON=0.45 40 14' 1" LATERAL - CLASS 200 PVC (0-16 GPM) F p CR L:1 0 HUNTER MP2000 ON RED=1.27 GREEN=0.95 BLACK=0.86 40 19' +- 1-112" LATERAL - CLASS 200 PVC (16-30 GPM) ?� 0 N C/ HUNTER MP3000 ON GRAY=3.15 YELLOW=2.37 BLUE=2.12 40 30' (1) 6 HUNTER MP3500 ON LT BROWN=3.29 40 35' _FI 2" LATERAL - CLASS 200 PVC (30-50 GPM) o N r-- & 9 ® ® HUNTER MPLCS515, MPRCS515 ON LEFT STRIP. IVORY RIGHT STRIP:COPPER =.22 40 5'x15' UNDERPAVEMENT SLEEVE a 9',5 ® HUNTER MPSS53D SIDE STRIP BROWN =0 38 40 5'x30' 6" DIAMETER SCHEDULE 40 PVC FOR MAINLINE, 2-1/2" HUNTER MPCORNER 45°-105°:TURQUISE =0.45 40 14' 4" DIAMETER SCHEDULE 40 PVC FOR 1" THRU 2" LATERAL 0 2" DIAMETER SCHEDULE 40 PVC FOR COMMUNICATION WIRE ® HUNTER SHORT RANGE MP800SR-90 90°-210°:ORANGE =049 40 10' EXTEND SLEEVES 18" INTO LANDSCAPE PLANTER ON BOTH SIDES OF CROSSING. ® HUNTER SHORT RANGE MP800SR-360 360°:LIME GREEN =0.78 40 10' KING BROS. IN LINE SPRING CHECK VALVE (MODEL# BPC- (LINE SIZE)-S FIXED SPRAY AND MP ROTATOR NOTE: V LOCATE AS NECESSARY TO AVOID LOW HEAD DRAINAGE 'N'''' INSTALL 4" (-04) POP-UP HEADS IN ALL LAWN AREAS. DRIP SYSTEM COMPONENTS INSTALL 6" (-06) POP-UP HEADS IN AREAS OF CAR BUMPER OVERHANGS. INSTALL 12" (-12) POP-UP HEADS IN ALL OTHER LANDSCAPE AREAS. a0 IN-LINE EMITTER DRIP TUBING: qig �P° MAJOR SYSTEM COMPONENTS STAKE TUBING @ 3' O.C. AND BURY TUBING 1" BELOW FINISH SOIL GRADES z W (7)'S9 MFG: NETAFIM - MODEL: TECHLINE CV: TLCV-9-18-(COIL LENGTH) ] A POC POINT OF CONNECTION: TOTAL SYSTEM RUN = 31,250 LF / COIL LENGTHS: (31) 1,000' & (1) 250' & (0) 100' E p T [WM I DISC METER: 1-112" IRRIGATION MONITORING METER, SEE CIVIL SHEETS. FLOW RATE: 0.9 GPH O a c4 '-3 t_ B0 BACKFLOW DEVICE: 2", SEE CIVIL SHEETS. EMITTER SPACING: 18" ON CENTER •1 11111/'MASTER VALVE: 2" HUNTER ICV-201G-FS-AS-ADJ (NORMALLY CLOSED/SET TO 75 PSI) ROW SPACING: 18" ON CENTER D FLOW SENSOR: 2" HUNTER FLOW-SYNC HFS SENSOR wl FCT-200 SENSOR BODY . N 24.75 DRIP ZONE FLOW TOTAL IN GALLONS PER MINUTE POINT OF CONNECTION NOTES: 2A1.5' DRIP ZONE NUMBER AND CONTROLLER PROGRAM /VALVE SIZE J • INSTALL MASTER VALVE, FLOW SENSOR AND QUICK COUPLER BEHIND WALKWAY IN LANDSCAPE , . :":"` :r"--- (- PLANTER BED. USE PLASTIC VALVE BOXES. DRIP ZONE VALVE: W 0 PLASTIC VALVE: HUNTER ICV-151 G-FG-AS-ADJ "` w"'`� • WIRE MASTER VALVE AND FLOW SENSOR BACK TO CONTROLLER MASTER VALVE & SENSOR PORT. ;: '"`l PLASTIC FILTER: AMIAD 1-1/2 COMPACT w/80 MICRON STAINLESS SCREEN '--.-,�` , --- - r n CONTROLLER: ADJUSTABLE MICRO SPRAYS: :; �� - (.01-1±1-1 V J © HUNTER I CORE , MODEL IC-4200-M: 42 STATION WALL MOUNTED CONTROLLER IN METAL CABINET. INSTALL 2 PER TREE AS SHOWN ON PLAN. GALLONS PER HOUR P.S.I. RADIUS LOCATE CONTROLLER INSIDE BUILDING ON EXTERIOR FACING WALL. + HUNTER SOLO-DRIP: SD-B-STK BARBED MICROSPRAY w/ STAKE 12,5 20 2' `" wf r' :f' �� W WEATHER SENSOR: END FLUSH CAP: ,,..f.::;:+1..: ', °g ;n1 Z WS- HUNTER SOLAR SYNC: MODEL WSS-SEN, INSTALL WIRELESS SENSOR IN LANDSCAPE AS A INSTALL IN 10" ROUND VALVE BOX. INSTAL AT ENDS OF ALL DRIP LINE ZONES. • tfi r`' n - f I -� L� SHOWN, ON GALVANIZED METAL POLE, MINIMUM 10'ABOVE FINISH GRADE. POLE LENGTH �ill:,:„...... F ~ I SHALL ACCOUNT FOR 18" REQUIRED FOOTING. ' .. ---- .: I- 5 08 SPRAY ZONE FLOW TOTAL IN GALLONS PER MINUTE a - +`~',-•-••� "` } ..... .-� " .��`�� '-,}s;'•:�` I 2 1' 2" SPRAY ZONE NUMBER AND CONTROLLER PROGRAM /VALVE SIZE t, -} y:r-A }14I I I2 SPRAY ZONE VALVE . ? ......---.:::::,-,0'" ' „~"' t : :r`' 1„,••• I < J/�� PRESSURE REGULATING ELECTRIC REMOTE CONTROL VALVE. i "�"' ADJUST PRESSURE REGULATING DIAL AT VALVE TO 50 PSI FOR 40 PSI ZONES `r ,h ;,;;`• '>°� `` ; a " N .„:,),5•:•---" m. 1 HUNTER 1' VALVE (MODEL: ICV 101G FS AS ADJ) " � s O HUNTER 1-1/2'' VALVE (MODEL: ICV 151 G FS AS ADJ) ' „z,-;;;••0'' "' " amu" ' L.1� .se �wr -„„. . ›.. CD W ' I Lti. QUICK COUPLING VALVE, KEY & SWIVEL „- ; ,n fc$. -"" IN HUNTER 3/4" QUICK COUPLER= HQ-33DLRC KEY= HK-33 SWIVEL= HS-0) ' •- rr: .r' " a'.e•- CL IX '"' �r•„ :.:f,. per; 2w,� ter:.: ISOLATIONVALVE SIZE PER u;r:,.. ay,. } W LINE SIZE '"}� : ' I �a tea•:•:.,: .� . 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RADIUS 0 :: SYMBOL NOZZLE & SPRAY BODY CV • Iyf Zf ....,_W.�, ft ; :: .a :.titin .4ti:c. y �' ^� _ p s. { ' {'. i; I ..`•-:::::::.-.. •-•••::::::•=.. . a' __ _ z -•s _ . k l.. .a { ........_._m m. a_ r ': MP ROTATOR ON PRS40 SPRAY HEAD 360" 21o°-270° 90°-210° rt- 4 v W - I STUB OUT DRIP ZONE Y ,. a - ;< f ` �L I� HUNTER MP1000 ouvR=o ss LT BLUE=o.as nnAoON=o.as 40 14' t.y y • i° t z: w.nx aI 3' i _ 1� • I FOR PLANTER : h N.N- } a> �, j� „; fy,, +r il' e Ra eG aK HUNTER MP2000 ON RED= 1.27 GREEN=0.95 BLACK=0.86 40 19' co o w • a !, -¢... �.•,.,....-...� i • OO HUNTER MP3000 ON GRAY 3.15 YELLOW 2 37 BLUE 2.12 40 2 c• ® fn W { tt = kj HUNTER MP3500 ON LT BROWN=3.29 40 LLJI RRIGATION • CONTROLLER 7 '' N : I ' ® ® HUNTER MPLCS515, MPRCS515 ON LEFT STRIP:IVORY RIGHT STRIP:COPPER = .22 40 5'x15' h : t PLACE INSIDE BUILDING ON OUTSIDE WALL, -----•---- I •- i 0 Z '' t I COORDINATE ELECTRICAL CONNECTION _ :: HUNTER MPSS530 SIDE STRIP: BROWN =0.38 40 5'x30' _ { :: { v. ,,• # x�., », ........ � ��i ® HUNTER MPCORNER 45°-105° TURQUESE =0.a5 40 14' y s a I �� -» » ""„ HUNTER SHORT RANGE MP800SR 90 90°-210°:ORANGE =O.a9 40 10' Q ••.._W r -"`»» »„»._„ , . i I 1 0 H RT RANGE MP800SR 360 360 LIME GREEN =a 7s 40 �N r £ ® HUNTER SHO 10' ' • 'A FIXED SPRAY AND MP ROTATOR NOTE: • °--,f ; �I WL� ):::...x.. ° I II I I INSTALL 4" (-04) POP-UP HEADS IN ALL LAWN AREAS. a ,a 1'l I I>'� a,..,.....„ INSTALL 6" (-06) POP-UP HEADS IN AREAS OF CAR BUMPER OVERHANGS. x • , ri q = I► FOR PLANTERS ` �' .1.� i",, ±` INSTALL 12" (-12) POP UP HEADS IN ALL OTHER LANDSCAPE AREAS o STUB OUT DRIP ZONE "�" il V .,„, . . wp { a' a' k"" I v"' \� " MAJOR SYSTEM COMPONENTS D. p� l i P • � ? $ii • i # �._.._4 y ( mw ^ { �,. ^ Iq: 1 POC POINT OF CONNECTION: <1 ZE. , -1.3 , ,, ,.: :' . I i i N. 1 I H 'fi�::r~,t, \,;,,m . F,:.:.:1.: ..i.. c� h Lu I _ o u ` ,�a° .>. :. \,,,�, , "°? ' - * ,I F `X'r I WH I DISC METER: 1-112' IRRIGATION MONITORING METER, SEE CIVIL SHEETS. p4 O + m �. ________ ,.' „n •„•i • E..p:-._,,i- r `- >,� BDBACKFLOW DEVICE: 2 , SEE CIVIL SHEETS. w R. C7 k�� ' ( Iter `i VP MASTER VALVE: 2" HUNTER ICV-201 G-FS-AS-ADJ (NORMALLY CLOSED /SET TO 75 PSI) ' `" ! °" ',...,•••••••••,..,.,L.,1; I c .S -- FLOW SENSOR: 2" HUNTER FLOW-SYNC HFS SENSOR wl FCT-200 SENSOR BODY • ,, . 10ry"fit I �.1 '` • •F• POINT OF CONNECTION NOTES: =s \•/ `_: r. '' 1,.k. �� r`• '°' ' AM € INSTALL MASTER VALVE, FLOW SENSOR AND QUICK COUPLER BEHIND WALKWAY IN LANDSCAPE $ . . ,_: •,,,..,••., ►_ II .: _ }� 4� . PLANTER BED USE PLASTIC VALVE BOXES # °'l :`, , A w v'W . . 0 p. WIRE MASTER VALVE AND FLOW SENSOR BACK TO CONTROLLER MASTER VALVE 8 SENSOR PORT. [.,:: . ;�;,, �-rte •r I t yyy' % \\ 6,,.x.,.r,:,,,7 . -'` IIFr 1 } ,C,t' ;� Y% ANC?' , ��, k'5 " } • • f co ` !:\/:,. •'< x > , gas r. :s, �. -> r . CONTROLLER t; z • s T,, ".;' }: <t �a © HUNTER I CORE , MODEL IC-4200-M: 42 STATION WALL MOUNTED CONTROLLER IN METAL CABINET. f` � 'ti '' . a� '' " . 't 1I ,` ( `r:> w r LOCATE CONTROLLER INSIDE BUILDING ON EXTERIOR FACING WALL. ! - z . }` ♦ ,:: .r �` ::-: ,': - ,^........ ,. .» ;`J : �'" `• '•`»,,?tAr • M WEATHER SENSOR: I / ....,-;:y ' 'h % ;` 'f" •' i WS HUNTER SOLAR SYNC: MODEL WSS-SEN- INSTALL WIRELESS SENSOR IN LANDSCAPE AS • • 1. • �r • � , • • �l . • • .M. • • . a ,1=` r`'M� • ...a" � • 17.4 2675 1BBO s"` 1< i " 3315" 341" : Z 0 SHOWNONGALVAMZEDMETALPOLEMINIMUM10' ABOVEFINISHGRADE. POLELENGTH wwE'I.,.....M.-_» m »-_ SHALLACCOUNT FORREQUIRED FOOTING. hj.. 'v ...�::.-:t; ''r ` _ ani, ,� _..- CO 1$" FO G K }: � , I , •,--. OWN 4 I IRRIGATION EQUIPMENT AND PIPE MAYBE 5H fJ: _' r `� 5 0a SPRAY ZONE FLOW TOTAL IN GALLONS PER MINUTE s~ {°`" .„`- N PAVING FOR GRAPHIC CLARITY, PLACE IN n ' `� �, 1 2" SPRAY ZONE NUMBER AND CONTROLLER PROGRAM /VALVE SIZE LANDSCAPE AREAS AND SLEEVES WHERE SHOWN. ` :y 1 f a yh _ <' +rr r ..-.. Vis., 4 • • • ` ti �• .� �r SPRAY ZONE VALVE ,' PRESSURE REGULATING ELECTRIC REMOTE CONTROL VALVE, ADJUST PRESSURE REGULATING DIAL AT VALVE TO 5D PSI FOR 40 PSI ZONES < 0- h :r xw.:. Y c▪ C* • ti* 'f } 3Fr ; OAR POR,T .2 • „ ,...„ ,...., .,.. ..„• •„ .. • �,t' ri- '{ I i :I • i, 11 S; ! '' HUNTER 1" VALVE (MODEL: ICV-101G-FS-AS-ADJ) a.. R ,..,. 1.7. `'` r l :. HUNTER 1-1/2" VALVE (MODEL: ICV-151G-FS-AS-ADJ) O �t{� t ,:,_ _ _ ......„ ._„. _,.:_ . h- • x n , • .. .ter: ,„„...3z..... •, �•,. \ '', tt , .,..,.. _.,. _. ... - \ <•• •:{. .. ."• „. ,.. ..„ • ., •c }. c � ::, , .,:, • . ., • ,...., ., , , • • . ,,,,,t-.: .. - ...„...- . .,: .,• . „:„..: • , ,,... Wye " : , , : .. ',. ••••„:::„.„.,,,. I _........... „ . ...- . ..,....., - - "• ; i sg. S' -s. !:. - • ,. . ..L„,. .., .. „.:.,.. - ......................:. i H ....-. a„ :„. : QUICK COUPLING VALVE, KEY& SWIVEL (9 • •L , , -. ;° f , . -, .. - = - ,' ;„... ...,...:,.„..„..;: HUNTER 314" QUICK COUPLER= HQ 33DLRC KEY= HK 33 SWIVEL= HS 0) __- ,_, .. I ? , .x,r,», - HAND DIG TRENCHES , ''% w. Ct Ce •.' # ; 2 , of it - � - E mss» f', ♦ WITHIN THE ROOT ZONE ISOLATION VALVE - SIZE PER LINE SIZE - • ::: I ,... » » tt» " »" I OF EXISTING TREES MFG-: APOLLO MODEL: 32-108, 2" SIZE REGULAR PORT THREADED BRONZE ri^ti Z LLI .......,.-- .,i 1 .:. : ',.. € ' >` INSIDE AND OUTSIDE a. ....,..__ ...„:;:: . �x ...,. -� THE PROJECT BOUNDAR PIPE, SLEEVING & CHECK VALVE < w Z ;? TYPICAL, J Ct $sI :{.:,.-:._., _ • 2" MAINLINE- SCHEDULE 40 PVC (0-70 GPM) • ti ,,,, a, s ,, sf ,,,\..,...- '� 1" LATERAL CLASS 200 PVC (0-16 GPM) „ �. i t . `I. 3 �.*.:6::::::::' ay':k`,:. ..:::::• , 4,*S .... I ,v:,' k O I t' f,;, ,,:'' 1-112" LATERAL- CLASS 200 PVC (16-30 GPM) J CD I '' E �� 2" LATERAL- CLASS 200 PVC (3D-50 GPM) ❑ I ' '' - - - < 0 z o II fI UNDERPAVEMENT SLEEVE IW_ 6" DIAMETER SCHEDULE 40 PVC FOR MAINLINE, 2-112" t Q ` I �� 4'' DIAMETER SCHEDULE 40 PVC FOR 1" THRU 2" LATERAL = 1 CL cl �"° • • ,? 2" DIAMETER SCHEDULE 40 PVC FOR COMMUNICATION WIRE s x :^» .a. _ �g I " EXTEND SLEEVES 18" INTO LANDSCAPE PLANTER ON BOTH SIDES OF GROSSING. y _......... '.,` c '{ i .. .,-.................... ..-..,,,,,,,,,,,,•,,,,,,1 ,,,,,,,,.,,,,,,,- ;. 'r.� ~tom M� 0 O ......, . ,....:, ` . ` { ' : 7_7, - - Y �, KING BROS. IN LINE SPRING CHECK VALVE {MODEL# BPC {LINE SIZE) S .� Cn = �-- I ,ii - ,. . - w LOCATE AS NECESSARY TO AVOID LOW HEAD DRAINAGE a r' ;: t.0 .= ..-..».,..,,,,.ell - ;a >{ - -tSYSTE MPONENTS m. „ ,, . • DRIP MCO a .IM1-. ..z.::::.,...- -..........._ ....__-..7,--:.:.-L.i-...-._.,..---''''.:,..-1:.: .„- : \ `. , v++ ...:.......1.,...;:, - .. _, _ .` M� - IN-LINE EMITTER DRIP TUBING: fj _ _ I GRADES ";3f";ti �U fel%� © 1 `m 1'i til °' INE CV TLCV 9 18 OIL LENGTH) a`. i..., ,.. : ;'. ` ► ' "' ♦ MFG NETAFIM MODEL. TEDCHL BURY BELOW FI SOIH} :x i r = ,: .4y % J err --.. ,....... . 1 .:,..,, ,, .\�� I•� - • /-\ .. :, � 3 50 LF / COIL LENGTHS. 00 & 250 & (0) 100 �� TOTAL SYSTEM RUN1 2 (31) 1 0 (1) - -4•-•:•-•:•,./...>.......-: "., se,, • ♦• �v CI ��I +►/ �, ♦ wn� FLOW RATE: 0.9 GPH 3..7. :3:, >fa .. .i!! v 0 r!!' I!i 07.) 0 ,y ,f,,➢,: ..o....' IT: ,„ f` _ _ ;, CENTER • .: -�--.�...-.�� --••t��*•--•...�••�:.•. .,.}._. �- •... Al: '�` �.--• ..,;�:,,;.-.1.- -,._,� : .., �� zz,�. „ -1f1 � \° • ROW SPACING:I�g" ON CENTER 3 a r•t 1103 X11 'I .'\ ,r.; ' , .. ,•::.. 2 �� Iy .nriJ)►�, • /�\ it . _ y ;�► " ,F �' 24 75 DRIP ZONE FLOW TOTAL IN GALLONS PER MINUTE °>�, x -�, ,Y>,> �r� - b �, „» �: .�• >:,tt:" ��• ♦» 'Lit r=' 2A1 5 DRIP ZONE NUMBER AND CONTROLLER PROGRAM 1 VALVE SIZE 14:3 s# 4±,,,,,„ w-.. Va 28 47 28.-0.„ 28 8 }, v�� 4:7-,, ,::::,.„., o . "♦ ,.,,,,,- `:. ..............-.»,.. s::. .. -.»ads..., »,__...... ,J ;A' ' r / 0._ I...... .... 5;1`r `♦ ,, _ter f . 6ilEi.37.i. • �, ... 81'... .91.5 - : f ..w•... '`yr,... :w-- f'-• ....-..,.,., ;y�,.. '{ _ :•,�. „ .. .-�' .r'.... .S ::,;., ,~ _ria- 'B.� ,.rR.._...- CO I , W` w;�:.�_ '�:•�,:::k� ��;.., ,..:Sy, �-x...r� ,.:.�: ..- �-- k� .. .... � •�:. :.v► t,, ,�:�.�' 1 '� DRIP ZONE VALVE: � `•SFIRUB .,. ..: �•':.,. LAVdJ SHFFl76'.. � Y. ,•, 'v ti... ' - .,. �,•, .; ;:. �` ~tet Y G i�� - e PLASTIC VALVE: HUNTER ICV-151 G-FG-AS-ADJ Wo I... ..... ........................... » »,»„ -...^� "' .*© \�/. PLASTIC FILTER: AMIAD 1-112 COMPACT w/ 80 MICRON STAINLESS SCREEN ini `k.. . .,,_1.. ,.,.,..,_,5.-..................................................... 'i -„ _ r `�`,=:ri ::� A ..:: .{ss ADJUSTABLE MICRO SPRAYS: GALLONSPER HOUR RADIUS :-::::. WWY.r M. S;M,. . k rte., o ;� ,,•„» ,, `, �� INSTALL 2 PER TREE AS SHOWNON PLANS Ab RSA. R I + HUNTER SOLO-DRIP: SD-B-STK BARBED MICROSPRAY wl STAKE 12.5 20 2' ..... ,,, ., ..............�, .,, .. ,,.,. ..,.„....,,.,,,,,,,. „ ...... `•'r'\ amµ/ �• +.,. t. \. li W^L ▪ ^^, ,, titi ly 59, • FLL��• � a ^m_ K .., ., �... .r' END FLUSH CAP: 4.4"----2.,--1-.:-.7---"7",t- :' u ;,: '��..._. $ x- -., :~•,, ,. ,.,., ._..-....m,___ -.,_.,..,»�.._.t.. .. ,.,..w. .............................. . . T P I ZONES 4. 34.........................•..-.:-..-.:- INSTALL IN 10 ROUND VALVE BOX. INSTAL A ENDS OF ALL DRI LINE ..,.-.,...,i,._ :,,./.."...:..,. - . au,Y�_�__�.._..-._..s,.........e.-... , w......^,..•, wn4 ..... „-,.. .. .� `''y `4, ",,` .'w,ti vt'Y'�-y� 2 j .,::,.,- h'^i+ t.\;:- .+y .-- -.... .. .,. 1. F Q \,A N r tl N \\ ��' ` h h h •L. ',./ , .-..- ,. ..........,., .._ • .... , ....:... »...._..,,. .,... \,.. \ • `: • ` uY.,,,F,.+Y{.,.,... yz�''-h 4 . +i` M1`` S • J w S�„Tq, y, t,CC '0(M,t q\Y I- ``J' r7,{ .,/)y> t. ,._ ,,,_..., ,,.....,.., ,,.. * hh 1 • y ...,..,1„.....4......,,,.ry . '•?�' C S,1,,,y-''%N,"'''''. x' 'ma. el Y} $�t-,,5. .3 -r $x:,Fn .,....:...6�t �r .� : .-. - .. , .,..... ', �g ?'�,a.,<'+ ,¢+ S z . ,,. RR..., - �,w,c,+>e ,r r 1...., � � `4-.a,.:,,,. �.r,;x �` W • W cc I :. 'Ak^ K GAYI ..... ..„..;:;::: :-„3. ...,-,:ii-.:-•-..41.,,,,-...,....• • - 4 I ..' ,.. ' '2"::%. ''...:::%,-: ',";-r..." ...."":-.Z.-7----7---..'-'7-="--7.------.': -'''...-. ..' ‘`.9, OREGON ,,,,, rn $'" ‹ .� .-ter;'. w,..�... ...,n, .. •,_' •--•--.;,.<�...... a:-iail1'_ • 4PE P.11, CO - - ifs ,�::..'�f ...................e,.,_....,......- .,,,.' .. w,-.,-,.-••.••.. ...... ,. „-_..._.,.-..,,..,UJr:,vw..,.,.,'M\`.-, -.,y,,.-.w........,.,..-...,:.,-...,,,ew V ,.,{ `i/ U ° :e 'fi: ,......- :.. �. `' wccY:;;. - O SPIRE 05/31/2016a `fu .c m . - , co 6. . 0 ... . ro ani IU- \ N. Z DATE 02105!2015 a, Q ^, # O cc _ DRAWN I PEG `m 11' ; . 1 DESIGNED PEG iN u-, . z . , ,. ^`' CHECKED I KSR ' C �' Atib:::.. D PROJECT# j 21509510 N a_ SHEET TITLE 66 N F- IRRIGATION PLAN L 0 SEE SHEET L205 FOR IRRIGATION DETAILS & NOTES 40 0 40 BO CO SHEET NUMBER EN O SCALE IN FEET L204 ca N o6LO U LAND USE# SDR L 2015-00004 ct = Lc) o .1 o itr- c MINIMUM STATIC PRESSURE REQUIRED AT P.O.C. AFTER BACKFLOW INSTALLATION 0 p2 a N C W a) r7 IRRIGATION P.O.C. 85 PSI o 0 a' 0)-01 as m IF STATIC PRESSURE IS NOT MET CONTACT LANDSCAPE ARCHITECT PRIOR TO PROCEEDING. n a I FINISH GRADE 10 X PIPE DIAMETER 5 X PIPE DIAMETER I C w I lsl 111 1 I (FREESPACE) (FREE SPACE) REQUIRED ! _ `�/_ I - UPSTREAM FROM DOWNSTREAM FROM ` - WM BD �� ® i - FLOW SENSOR FLOW SENSOR FINISH GRADE 0 i T ` MAINLINEWATER PROOF I- f�I } ill2 CONNECTORS / - _ 0 FLOW SENSOR I VALVE BOX • ' TEE III : I + II i-F±=. i WIRE MASTER VALVE '-=III' I -----T-__.-=III—I MAINLINE �1` MASTER VALVE - 11111 1 �� NiilF I QUICK COUPLER FLOW 1� 71M111111111... ®I FLOWS III i I I - ° II1II-----I —II��' VALVE BOX WITH BACKFLOW DEVICE - SEE CIVIL PLANS = 1 X00 °° �)�° II- oI :::::::::::::I - ' `0 C5 ° -I I - LOCKABLE LIDo COPPER SERVICE LINE �' aC�� BRICK OR CONC. BLOCK Q LO),- . I CONTROL WIRES * .or �)� -III-III h. -13c.'11 4" DEEP (MIN.) DRAIN ROCK ¢ z a' FROM CONTROLLER ( . �� -� J - ° m DOMESTIC METER - SEE CIVIL PLANS I II III-III-III 3" MINIMUM DEPTH OF - SCH. 80 TOE — III��++III+ + k III+ + +III+ + +III+�+II ��III+ +—+ III Ox a � -�, 314"WASHED GRAVEL NIPPLES STUB-OUT 8"-12" LONG I - CITY WATER MAIN VJ �1} POINT OF CONNECTION DIAGRAM NOT TO SCALE C2 f NOT USED NOT TO SCALE �3 J MASTER VALVE (NORMALLY CLOSED) NOT TO SCALE C4,1 FLOW SENSOR NOT TO SCALE Z III 0 WATER PROOF CONNECTION(2) OZONE ID TAG W 15-112" 0 VALVE BOX WITH COVER O Ct ---, / 0 Z < Q- mi -El ' � FINISH GRADE/TOP OF MULCH II �_.�Q • 0 GOTROL VALVE SEE LEGEND ON L2 0 CL � ••• �. ' SCH 40 ELBOW: Z < D I■ e iti �� 3" MIN. IF VALVE IS 1" : USE 1" T x 1"T �� Q LL Ii �I' ij\ I IF VALVE IS 1.5" : USE 1.5"T x 1.5"T ` FINISH GRADE 0>i- ` r , _ IF VALVE IS 2" : USE 2" T x 2"T if VJ I I,I_I� N1� a VJJ 1 L1 "' "' -M■■�■ PVC SCH 40 NIPPLE HUNTER SPRAY HEAD, SEE 'I�i11 (LENGTH AS REQUIRED, SIZED TO MATCH FITTINGS) • IS IN --��,411111111111111V 7 LEGEND ON PLAN IRRIGATION NOTES: Q 1 W 0 0 0 , CONCRETE PAVER (4) -$ O, �� .�O�v I�1 IIiii.� SCH 40 ELBOW: �p I— 11 1 I .> �o ' 'C. .- O6W� �f IF VALVE IS I" : USE 1" T x 1"T W O © • • )off oC) IF VALVE IS 1.5" • USE 1.5" T x 1_5" T 1. CONTRACTOR TO VERIFY WITH OWNER AND UTILITY COMPANIES THE LOCATIONS OF ALL W ,., , FINISH GRADE IF VALVE IS 2" : USE 2" T x 2"T UTILITIES PRIOR TO CONSTRUCTION AND TO DETERMINE IN THE FIELD THE ACTUAL LOCATIONS L.Lz AND ELEVATIONS OF ALL EXISTING UTILITIES WHETHER SHOWN ON THE PLAN OR NOT. THE . • SCH 40 NIPPLE: (4" LENGTH, HIDDEN) CONTRACTOR SHALL CALL UTILITY PROTECTION SERVICE 72 HOURS PRIOR TO g_...... O IF VALVE IS 1" : USE 1" T x 1"T CONSTRUCTION. IF VALVE IS 1.5": USE 15" Tx15"T O ❑ w IF VALVE IS 2" : USE 2" T x 2"T SWING JOINT: ` 2. CONTRACTOR TO REPORT ALL DAMAGES TO EXISTING CONDITIONS OR INCONSISTENCIES PVC SCH 40 MAINLINE PIPE HUNTER 'PRO FLEX' TUBING, WITH PLANS TO LANDSCAPE ARCHITECT I- HSBE-050 ELBOWS (2). & < Q Z O PVC SCH 40 TEE O HUNTER SOLAR SYNC WIRELESS SENSOR MARLEX STREET ELBOW(1) 3. CONTRACTOR SHALL EXAMINE FINISH SURFACE, GRADES, TOPSOIL QUALITY AND DEPTH. DO V SCH 40 NIPPLE: �1'� 0 OMOUNT ON 2" DIAMETER GALVANIZED POLE A MIN O IRRIGATION CONTROLLER IF VALVE IS 1" USE 1" T x 1"TSONOLIMITTS STOFARTWORK BEFOANY WORKRE UNTIL USATISFACTORYSTARTING. CONDITIONS HAVE BEEN CORRECTED, VERIFY V = JCt 10' ABOVE FINISH GRADE. SET MOUNTING POLE IN IF VALVE IS 1.5" : USE 1.5"T x 1.5"T J 12" DIA. 18" DEEP CONCRETE FOOTING. LOCATE 04 POWER SOURCE IF VALVE IS 2" : USE 2"T x 2"T '- , O o SCH 40 COUPLER: Q 4. CONTRACTOR SHALL COORDINATE IRRIGATION INSTALLATION WITH INSTALLATION OF c.) POLE IN LOCATION THAT MAXIMIZES DIRECTl r l LANDSCAPING AND DRAINAGE SYSTEMS. CONTRACTOR WILL BE RESPONSIBLE FOR O VALVE WIRE CONDUIT IF VALVE IS 1 , USE 1" T x 1" S (DOWNSTREAM SIDE) I- SUNLIGHT WITHOUT OBSTRUCTING RAINFALL IF VALVE 15 1.5" : USE 1.5"T x 1.5" S (DOWNSTREAM SIDE) COORDINATION WITH OTHER SUBCONTRACTORS FOR INSTALLATION OF UNDERGROUND COLLECTION. POLE AND SENSOR TO BE FIELD MINIMUM CLEARANCE IF VALVE IS 2" : USE 2" T x 2" S (DOWNSTREAM SIDE) SLEEVING. LOCATED BY LANDSCAPE ARCHITECT AND \-1..') FOR DOOR OPENING PVC LATERAL PIPE m CONTRACTOR AT THE TIME OF CONSTRUCTION. O WEATHER SENSOR 3" MINIMUM DEPTH OFPVC LATER 5. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL LANDSCAPE BEDS AND ALL LAWN FINAL LOCATION IS DEPENDENT ON SENSOR AL TEE AREAS. RECEIVER 314"WASHED GRAVEL SIGNAL STRENGTH. 6. ALL PIPE SHALL BE LAID IN OPEN TRENCHES- INSTALL MAINLINE AND LATERALS TO THE DEPTHS SPECIFIED IN DETAILS. 7. ALL WIRES FOR RAIN SENSOR TO BE RUN IN RIGID GALVANIZED CONDUIT TO INCLUDE C5D CONTROLLER ! WEATHER SENSOR NOT TO SCALE C-6j- SPRAY VALVE INSTALLATION NOT TO SCALE ;777_drPOP-UP P SPRAY HEAD TO SCALE SWEEPING L'S, COUPLINGS, AND STRAPS As REQUIRED AND DIRECTED BY LANDSCAPE ARCHITECT. CONDUIT SHALL BE PAINTED AT THE DIRECTION OF THE LANDSCAPE ARCHITECT TO BLEND WITH MOUNTING SURFACE. 8. CONTRACTOR SHALL PROVIDE VALVE OUTPUT LIGHTNING I ELECTRICAL SURGE PROTECTION Z FINISH GRADE o \ \ - - -i - r� III-I KITS AND 8' LONG COPPER GROUNDING ROD WITH#10 BARE COPPER WIRE FOR CONTROLLER. RAINBIRD VB-STD VALVE BOX :I 11I J I I 1 I I'.I 1- ,I=1 I= I I- ALSO PROVIDE PRIMARY PROTECTION KIT. PROVIDE SURGE PROTECTOR ON EACH LEG OF o_ -III-I l I-III-I I 1 1=1 11--I I I-1 SCREENED BACKFILL 3" MIN. �� FINISH GRADEINCOMING POWER TO GROUNDING ROD. C) :I I{-III= I1III =111III=III= 1/2" MAXIMUM ROCK DIAMETER � =f I I—I i 1=I{1=1 I I H1 I#=III—I w 12" MIN. :III-III-I II-III '_ -111.7,11'•":TLATERAL LINE 9. CONTRACTOR TO PROVIDE OWNER WITH KEYS AND HOSE SWIVELS FOR EACH QUICK W i PVC SCHEDULE 80 NIPPLE BOTH SIDES DEPTH -III=1I1=1I1=II I1= -1 I - TRACKING WIRE, 6" COUPLER VALVE. I :II -III-III—iii ,-2x PIPE DIA.1= -I i ABOVE MAINLINE ONLY w ■IIN!;i MAINLINE =1I1=III=III=1I • ■ 18" MINL=_=_-_=_–_ ,A... ;ac•s 10. CONTRACTOR SHALL PROVIDE A REPRODUCIBLE AS BUILT IRRIGATION PLAN. PLAN SHALL BE ¢ iT–I i — I0 i. " — •5 OP-". ,2,-, _ ], 111=11 -1 I=1 • ATTACH IRRIGATION WIRE PREPARED, UPON FINAL ACCEPTANCE OF IRRIGATION INSTALLATION, ON A REPRODUCIBLE "1 Sir%ex " ` = SITE PLAN (PROVIDED TO CONTRACTOR BY LANDSCAPE ARCHITECT). AS-BUILT PLAN SHALL BE - -i I I I I I i- I-4-- ._.' '', �` ISOLATION VALVE : I =I I I ' •, I I-I I - 1=I I T - wr �f '� TO MA NLINE A SUBMITTED TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL- / I CI I .°6('21 ••,� -1 I CI I C i— i 1—.. }� .. - ,,4: I=7„1!1_7111-, 11- _ � 3" MIN. DRAIN ROCK (314" CLEAN CRUSHED) -III=I lI-iI1=I ' s ....A w_,�n,,_- INTERVALS OF 25'-0"Ln 11. CONTRACTOR SHALL PLACE A COLOR CODED ZONE MAP OF THE IRRIGATION SYSTEM INSIDE I=II 1-- - - w -I :II I I-i 11=I I I-III- h. .-:. .. . 1 1— I I—� I C I I � 11 I ¢ MAINLINE - SIZE AS REQUIRED o CI I I 11 I—I I I--1 1 1-1 1 1-1 1 1 < —i I I-I I H 11—I I I=i l i PI■E DIA. OF IRRIGATION CONTROLLER J CONCRETE PAVER z i�it�i—I i lIII 111-111-111=-2X i Tit�lh i—iil iii-i i l--'-`-iil��w-III=1I 1-i CLEAN BUILDER'S SAND CO 12. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PRODUCT SUBSTITUTIONS BY THE T PVC SCHEDULE 40 SxT COUPLER BOTH SIDES LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. PRODUCTS, MANUFACTURERS, AND . y -e • '' MODELS NOT IN COMPLIANCE WITH DRAWINGS AND SPECIFICATIONS MAY BE REJECTED BY Z ". ...... 74w.: 'o _o THE LANDSCAPE ARCHITECT WITHOUT PRIOR WRITTEN APPROVAL. AT NO COST TO THEUJ ■ t ■ OWNER THESE ITEMS MAY BE REQUIRED TO BE REPLACED WITH PRODUCTS THAT ARE IN ti � �........,,.... COMPLIANCE WITH THE MANUFACTURERS AND MODELS ON THE IRRIGATION PLAN. !` p� 31 GAYI �8 ISOLATION VALVE NOT TO SCALE `� IRRIGATION TRENCH IN LANDSCAPE BED NOT TO SCALE i DREG-ON , 0 13- THE IRRIGATION SYSTEM HAS BEEN DESIGNED TO OPERATE AT 65 PSI AFTER THE METER. IF <t r y ;n €},�i 13131 rn HUNTER QUICK COUPLER THE PRESSURE IS LESS THAN 60 PSI, OR GREATER THAN 75 PSI, NOTIFY THE LANDSCAPE U t n }0 E AS-10- ci (44-LRC) IN 10" VALVE BOX "S" STAMP IN PAVING TO MARK SLEEVE ARCHITECT AND OWNER'S REPRESENTATIVE IN WRITING, PRIOR TO PROCEEDING WITH THE _ FINISH GRADE E�P[RE3 05f31f201d Q FINISH GRADE DRAIN ROCK MIN. 3" (3/4" CLEAN CRUSHED) INSTALLATION OF THE IRRIGATION SYSTEM. A PRESSURE REDUCING VALVE MAY BE - I Impw_ - - _, NECESSARY FOR PRESSURES ABOVE 75 PSI. HARDSCAPE PLAZA OR ROADWAY PAVING -n 1=1I 1 1 'i- i 1 I 1-1 SCH. 80 NIPPLE iii CI (13 i— I I I I 11= i Z `'-' 7: 11-=1F---• 14. CONTRACTOR SHALL INSTALL CHECK VALVES WHEREVER AN ELEVATION DIFFERENCE OF 3 —III-. `� I CONCRETE PAVER (4) SCREENED BACKFILL, 1/2" MAX. ROCK DIAMETER FEET OR GREATER OCCURS WITHIN THE SAME IRRIGATION ZONE Z DATE 102!0512015 -I i= —= 11= w _I!I-1 I– =' I-111 , ,r, •r._ "' p 11=I I1-111- r iii—,i TRACKING WIRE. LOCATE IN TRENCH DRAWN I PEG -cs =iii= c'- ' ; != SCH. 40 STREET ELL. z 1 I -I c I - - - x P PE DIA AT 6" DEPTH ABOVE MAINLINE DEPTH DESIGNED I PEG I-III ., ° IH!h At_kA(c;40-..., �,, N o1- 1111...,: �° _ JI I—III—I .�. dI •�■�■ , ° - --1 SCH. 40 ELL. = I' rr.�� PVCSCHEDULE 40 SLEEVE FOR IRRIGATION LATERAL. r 1CHECKED 1 K5R • • ° •_� �_ E I I—I I 1=1 s-�:s; z:� :: PVC SCHEDULE 40 SLEEVE FOR IRRIGATION MAINLINE. a' _ -- SCH. $0 NIPPLE - �--. : ~ PROJECT# 121509510 om Q o ..1 111 I '�'� -1I1= I I-I '''4,-.�� •s { PVC IRRIGATION MAINLINE PIPING SHEET TITLE I It• - SCH. 40 STREET ELL. w _, 111-1 1=1 I '-41wi}.-+1 .-- -R c'D =1 I H ' ZP z < =l 11= I 1=11 4,#a ;".: – CO a3 — — — — ' �— SCH. 40 TEE OR ELL., TYP. I I=T' "V =I11= H IRRIG. DETAILS & NOTES � ,. 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Y 4'9\,,{ 't :„....,..„., :.. ..•F ..'.h . . •LLL.:. .ice -! ..#i� € ,.„ I �' I W 1, LANDSCAPE PLANTING SHALL CONFORM TO THE < J Q 2 .R ., ,]Ltd•.r Yt`"x ,4+ % ; v •• { ':"',:"R t^4 I fi .I .# F ',! ,,,:,,,,,,,,,„ • • z• I , .,..i 4 . �'' r : " t „"axs t '? E ' ` STANDARDS ESTABLISHED UNDER CITY OF TIGARD kt ;} xr \hVl'r•„ ▪^ ' :t>', ! E i PLANNING DEPARTMENT THE URBAN FORESTRY - } rf • ``y3++^N:.:.Rr �`• ' W'y• C ?: 1, :..' n r ni 1- .w ` ''''r.,17,7":";•,...,",,- ^, � • _,•., I � �. } ..f. E� MANUAL, AND CLEANWATER SERVICES DESIGN • } ' ' ` •,tr-' Z ;z"` $ ,i Y } ,,`5,. s. a - ..,,. ,.-.,.t rry ,....,. , , O :• '. S4 r q.„....,„,....,....77-' • ?.e -,',:.` 4't .,,a+a"Y. 'e 's::„-. , ,••+,: , } f . 1.5, .__ ;R: . G• • • 4 'r .�•' 5' v a ..<x ., 4 *?},' a ...: , ' # STAN DARDS. . ,'•� s..}krr..>v" .`�' Ia:r z.„ ::,: „o:- E ..::\.n• ,i .\,., oA. ',y .s n " • I : �.• �: • ''' 2. 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N , SYMBOL SHRUBS & ACCENTS SY BOL SITE TREES SYMBOL STREET TREES V ti co ITEM SIZE QTY. MATURE SIZE ITEM SIZE QTY. COMMENTS T ITEM SIZE QTY. COMMENTS -i ma a O N ON ACER CIRCINATUM 7 GAL. 48 REFER TO DETAIL 2 / SHEET L306 0 arVINE MAPLE fi'-0" O.C. MULTI STEM MATURE: 15' HT. 1 10' WDAllrhN C 0 Qom•, PNW NATIVE/ DECIDUOUS 1 - L > LlGUSTRUM JAPONICUM 'TEXANUM' 7 GAL. 30 REFER TO DETAIL 2 /SHEET L306 ACER RUBRUM 1 112" CAL. 1 B&B 21 REFER TO DETAIL 4 & 5 / SHEET L306 r� CARPINUS BETULUS 1-1/2" CAL. / B&B 25 REFER TO DETAIL 4 & 5 / SHEET L306 Q' JAPANESE PRIVET 6'-0" O.C. MATURE: 10' HT. /6' WD. A EUROPEAN HORNBEAM 30' O.C. MATURE HT. 35' /WD. 30' �° RED MAPLE AS SHOWN MATURE: HT. 50'/ WD. 40' 111WidPW �SUN TO PART SHADE/EVERGREEN / LOW MEDIUM STATURE m a LARGE STATURE JCI-.O► ARBUTUS UNEDO 7 GAL. 6 REFER TO DETAIL 2 1 SHEET L306 . ACER CAMPESTRE 1-112" CAL. 1 B&B 8 REFER TO DETAIL 4 & 5 / SHEET L306 STRAWBERRY TREE 6'-0"O.C. MATURE: 8-10' HT. /6' WD. ' I' HEDGE MAPLE 30' O.C. MATURE HT. 35' /WD. 30' FULL SUN/EVERGREEN / LOW ,� MEDIUM STATURE o 0 MYRICA CALIFORNICA 7 GAL. 70 REFER TO DETAIL 2 /SHEET L306 �'�- ZELKOVA SERATA 'SCHMIDTLOW 1-1/2"I B&B 28 REFER TO DETAIL 4 & 5 /SHEET L306 cj FRAXINUS PENNSYLVANIA 1-112" CAL. / B&B 5 REFER TO DETAIL 4 & 5 /SHEET L306 WIRELESS ZELKOVA 35' O.C. MATURE HT. 24' /WD. 36' PACIFIC WAX MYRTLE 6' 0" O.C. MATURE 8 10' HT. / E6' WD. GREEN ASH AS SHOWN MATURE: HT. 50'/ WD. 40' LARGE STATURE SUN TO PART SHADE/ PNW/EVERGREEN / LOW 0 Ilk 182 LARGE STATURE ii, RHOD. 'ANAH KRUSCHKE' 7 GAL. REFER TO DETAIL 2 / SHEET L306 'If� SW SCHOLLS FERRY (WASHINGTON COUNTY) ANAH KRUSCHKE RHODODENDRON 4'-0" O.C. MATURE: 6' HT. /6' WO. ` ZELKOVA SERATA 'SCHMIDTLOW (WIRELESS ZELKOVA), MATURE CANOPY: 36' ❑ SUN TO LIGHT SHADE 1 EVERGREEN /MODERATE `� / 1,136' STREET FRONTAGE DIVIDED BY 35' = 32.45 TREES VIBURNAM TINUS 5 GAL. 141 REFER TO DETAIL 2 / SHEET L306 LAURUSTINUS VIBURNUM 5' O.C. MATURE: 6-7' HT. / 5' WD. MAGNOLIA GRANDIFLORA 1-1/2" CAL. / B&B 1 REFER TO DETAIL 4 & 5 1 SHEET L306 33* TREES REQUIRED ON SW SCHOLLS FERRY ROAD. '''0,14] SUN TO SHADE/ EVERGREEN SOUTHERN MAGNOLIA AS SHOWN MATURE: HT. 70' 1 WD. 60' (5 TREES EXCLUDED DUE TO SLOW DOWN LANE,RETAINING WALL AND PUBLIC UTILITY EASEMENT MAKING IN UNFEASIBLE ` 0 ABELIA X'EDWARD GOUCHER' 5 GAL. 162 REFER TO DETAIL 2 /SHEET L306 LARGE STATURE TO PLANT WITIHIN 6'OF RIGHT-OF-WAY,COT CODE 18 745-040-E) PINK ABELIA 4'-0" O.C. MATURE: 6' HT. /6' WD. SUN TO PART SHADE/ EVERGREEN / LOW MAHONIA AQUIF. 'ORANGEE FLAME' 5 GAL. 161 REFER TO DETAIL 2 /SHEET L306 • 4iipAi. SW 135TH AVENUE (CITY OF TIGARD) ooORANGE FLAME OREGON GRAPE 4'-0" O.C, MATURE: 2-3' HT. /3-4' WD. ULMUS `MORTON' 1-1/2" CAL. / B&B 23 REFER TO DETAIL 4 & 5/SHEET L306 ACER CAMPESTRE (HEDGE MAPLE), MEDIUM STATURE, MATURE CANOPY: 30' 0 §2 SUN TO PART SHADE/ EVERGREEN 1 LOW ACCOLADE ELM AS SHOWN MATURE: HT. 70'/ WD. 60' 8 TREES PROPOSED ON SW 135TH AVENUE PLANTED 30' ON CENTER. Z W p, 4 `.4 PRUNUS LAUROCERASUS 'OTTO LUYKEN` 5 GAL. 234 REFER TO DETAIL 2 /SHEET L306 LARGE STATURE -1 H r,§ OTTO LUYKEN ENGLISH LAUREL 4'-0" O.C. MATURE: 3' HT. /6' WD. O SUN TO PART SHADE/ EVERGREEN / MODERATE SW HAWK'S BEARD STREET (CITY OF TIGARD) -.C < 2 P,a ® VIBURNUM DAVID!! 3 GAL. 557 REFER TO DETAIL 2 /SHEET L306 CARPINUS BETULUS (EUROPEAN HORNBEAM), MEDIUM STATURE, MATURE CANOPY: 25' W 1:x. 0 DAVID VIBURNAM 4'-0" O.C. MATURE: 3' HT. /5'WD. ZELKOVA SERRATA 1-1/2" CAL. / B&B 4 REFER TO DETAIL 4 & 5 / SHEET L306 25 TREES PROPOSED ON SW HAWK'S BEARD STREET PLANTED 30' ON CENTER. "...I, 51 PART SHADE / EVERGREEN / LOW ZELKOVA AS SHOWN MATURE: HT. 65' 1 WD. 50' �Vwrl PINUS MUGO PUMILLO 3 GAL. REFER TO DETAIL 2 /SHEET L306 LARGE STATURE DWARF MUGO PINE 4'-0" O.C. MATURE: 3-5' HT. / 5-10' WD. FULL SUN 1 EVERGREEN /LOW ® BERBER'S THUNBERGII 'CRIMSON PYGMY' 2 GAL. 147 REFER TO DETAIL 2 / SHEET L306 NOTES: DWARF JAPANESE BARBERRY 4'-0" O.C. MATURE: 2' HT. / 3' WD. AMELANCHIER ALN'FOLIA 1 112" CAL. / B&B 19 REFER TO DETAIL 4 & 5 /SHEET L306 FULL TO PART SUN / MODERATE 1. TREE NUMBERS ON DRAWING CORRESPOND WITH PLANTED INVENTORY DATA IN (Th 134 WESTERN SERVICEBERRY AS SHOWN PACIFIC NW NATIVE ROSA X'RADCON' 2 GAL. REFER TO DETAIL 2 /SHEET L306 �� ATTACHMENT 7 OF THE SUPPLEMENTAL ARBORIST REPORT FOR 135TH & SCHOLLS FERRY, KNOCK OUT SHRUB ROSE 4'-0" O.C. MATURE: 3-4' HT. /3-4' WD. / MATURE: HT. 20'1 WD. 20' - SMALL CO t'1 FULL SUN/PINK BLOOM / MODERATE \� /� JULY 27, 2015. GRAYED NUMBERS INDICATE EXISTING PRESERVED TREE. SEE SHEET L1.0. V J % Q ROSMARINUS OFFICINALIS ARP' 2 GAL. 13 REFER TO DETAIL 2 /SHEET L306 2. INSTALL 10' LONG X 18" DEPTH ROOT BARRIERS CENTERED ON ALL TREES WITHIN 5' OF HARD SURFACE PAVING OR UTILITY BOX (TYP.) ARP ROSEMARY 3'-0" O.C. MATURE: 6' HT. 12 4' WD. f I FULL SUN /EVERGREEN /LOW O —PINUS NIGRA 6' HT. /B&B 10 REFER TO DETAIL 4 & 5 /SHEET L306 z O NANDINA DOMESTICA 'FIREPOWER' 2 GAL. 495 REFER TO DETAIL 2 /SHEET L306 — AUSTRIAN PINE AS SHOWN PACIFIC NW NATIVE ( I II FIREPOWER HEAVENLY BAMBOO 2'-0" O.C. MATURE: 30" HT. /30" WD. / MATURE: HT. 55'/ WD. 40' LARGE SUN TO PART SHADE 1 BEST COLOR / EVERGREEN O RUDBECKIA FULGIDA VAR. SULLIVANTII'GOLDSTURM' 1 GAL. 280 REFER TO DETAIL 2 / SHEET L306 �\\\ j�:',: w GOLDSTRUM BLACK EYED SUSAN 2' O.C. MATURE: 2' HT. /2' WD. /1/ 11 11' � .- y,...: w FULL SUN / LOW 11 a'•y = O PENNISETUM ALOPECUROIDES 'HAMELN' 1 GAL. 316 REFER TO DETAIL 2 / SHEET L306 ''$ U} DWARF FOUNTAIN GRASS 30" O.C. MATURE. 2-3' HT. / 1-2' WD. EXISTING TREES : = � : A-= w FULL SUN / HERBACEOUS/ LOW EXISTING TREES '; == :y'-- ' l • LIQ 11 MISCANTHUS SINENSIS 'LITTLE KITTEN' 1 GAL. 30 REFER TO DETAIL 2 / SHEET L306 ITEM COMMENTS :Y• , LITTLE KITTEN MAIDEN GRASS 3'-0" O.C. MATURE: 3' HT. / 18" WD. --'``"" - w ❑ FULL SUN 1 EVERGREEN / LOWP<<"" Z O CALAMAGROSTIS X ACUTIFLORA 'OVERDAM' 1 GAL. 90 REFER TO DETAIL 2 / SHEET L306 40 EXISTING DECIDUOUS TREE SEE TREE PRESERVATION AND REMOVAL SHEET l` . .,• 171 < OVERDAM FEATHER REED GRASS 2' O.G. MATURE: 2' HT. 12' WD. / BLOOMS 6' CONTRACTOR TO PROTECT IN PLACE U LIL FULL SUN / HERBACEOUS 1 UPRIGHT .,•:---•"`` �] O CEANOTHUS X'BLUE SAPPHIRE' 2 GAL. 20 REFER TO DETAIL 2 / SHEET L306 EXISTING EVERGREEN TREE SEE TREE PRESERVATION AND REMOVAL SHEET l ;: %'" ``r Q v BLUE SAPPHIRE CEANOTHUS 4' O.C. MATURE: 2-4' HT. /4-6' WD. CONTRACTOR TO PROTECT IN PLACE `.v:,,. • 2 CL PART TO FULL SUN / EVERGREEN f" 0 HYDRANGEA QUERCIFOLIA 'SNOW QUEEN' 2 GAL. 56 REFER TO DETAIL 2 /SHEET L306 v. fT, --' . . . Et' W SNOW QUEEN OAKLEAF HYDRANGEA 5' O.C. MATURE: 4-5' HT. /5-6' WD. Z SUN TO SHADE D ` ' `'' I I i 0 THUJA OCCIDENTALIS 'SMARAGD' 6' HT. / B&B 163 REFER TO DETAIL 2 /SHEET L306 '':�-"'` ' , •.,` r,,: ry` EMERALD GREEN ARBORVITAE 5' O.C. MATURE: 15' HT. / 5' WD. - a., i + ��\II FULL TO PART SUN \II-ci J z < 0 GROUNDCOVERS & MISC. .: 7.:.:::: ," r .i:zFZ 0_ r _ ITEM SIZE QTY. MATURE SIZE {H X W) / :� :I'` ' � i ,> ,_;.,--..-a. -''''.--. 01,i- ..----,,,... JUNIPERUS CONFERTA 'BLUE PACIFIC' 1 GAL. 1,178 SF REFER TO DETAIL 1 /SHEET L306 � / ;...„,...:;;;,:::;;;;" ::::,.. ,-, ' -:;.1:;,-::-... 0.1)'$ , .: j�„\I t ©� . _ • e ;�♦ Z BLUE PACIFIC SHORE JUNIPER 4'-0” Q.G. 85 PLANTS MATURE: 1' HT. I6' WD. • • '1°.1°.##< :r.`. r. 5L :i`- " �x „' N ..,...•.. ..lik��\I\I .'"- n e .•n n e e©. — Z 0 FULL SUN / EVERGREEN / LOW :'-'' -• Y ,.. .,..::..,:,,'-'00.,„,.. Q , e e e . AA . 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COMMENTS 0 _ STORMWATER FACILITY PLANT REQUIREMENTS w ACER CIRCINATUM 2 GAL. 102 REFER TO DETAIL 41 SHEET L306 - W - w . RUSH/SEDGE MIX 6” PLUGS 1,835 S.F. INSTALL WATER QUALITY SOIL MEDIA, VINE MAPLE 2' HT. MATURE: 15' HT. 110' WD 50%JUNCOS PATENS 6 PLUGSISF 11,010 PLUGS SEE CVIIL SI-IEETS CLEAN WATER SERVICES STORMWATER FACILITY PLANT DENSITY REQUIREMENTSo, PART SUN / MOIST/SINGLE y _ y _ W _ W r 50% CAREX OBNUPTA 5,505 PLUGS EACH TREES PER ACRE = AREA IN SQUARE FEET X 0.01 ‹t SHRUBS PER ACRE = AREA IN SQUARE FEET X 0 05 :n �/�' '/' //''.,'' PT 498 CWS NATIVE RIPARIAN/ZONE 2 MIX SEED 1,711 SF SHRUBS 8. HERBACIOUS %///,',/ � BY PRO TIME LAWN SEED 40 LBS/ACRE 1.8 LBS FOR RIPARIAN ZONE OF SWALES AND BIOFILTERS STORMWATER FACILITY - A 2,047 SF r� ITEM SIZE QTY. COMMENTS /SPACING FORMAT �'/�/ '�'.�.,r 1 LB. / 1,000 SF LUPINE ADDED FOR COLOR PROPOSED TREES: 21 C ) T. PROPOSED SHRUBS: 103 I— I � I CORNUS SER!CEA 1 GAL. 64 REFER TO DETAIL 2/SHEET L306 t•��1��1��! PT 499 CWS NATIVE WET AREA MIX SEED 3,797 SF Z ` ......� 4:-.4) �� STORM WATER FACILITY B 4,274 SF �., " ` RED OSIER DOGWOOD 2' HT. MATURE: 10' HT.112' WD. BY PRO TIME LAWN SEED 10 LBS/ACRE 1 LB SUITABLE FOR SWALE AND BIOFILTER W :.44,r‘k E _ " s�� PROPOSED TREES: 433,797 SF PART SUN/WET/CLUSTER ��.�,�,�,�.�,� 1 LB. /4,000 SF BOTTOMS THAT ARE INUNDATEDPROPOSED SHRUBS: 214 � -;•;,,;:r„.:,.,., LI �, PHYSOCARPUS CAPITATUS 1 GAL. 64 REFER TO DETAIL 2/ SHEET L306 ' rnL' � 0 �' PACIFIC NINEBARK 2' HT. MATURE: 15' HT. / 15'WD. STORMWATER FACILITY-C 3 766 SF �� ()REDO • ' `�. `V SHADE/MOIST/SINGLE `"t1 O5/13/11� ROSA PISOCARPA 1 GAL. 64 REFER TO DETAIL 2/SHEET L306 PROPOSED TREES: 38 U1) o, CLUSTERED ROSE 1.5' HT. MATURE: 8' HT. /6'WD. PROPOSED SHRUBS: 189 O EXPIRES 05/31/2016 °' SUN /MOIST/CLUSTER SPIRAEA DOUGLAS!! 1 GAL. 64 REFER TO DETAIL 2/SHEET L306 NOTE: co 0 a WESTERN SPIRAEA 1.5' HT. MATURE: 6' HT. /5'WD. ALL STORM WATER FACILITIES WILL BE CONSISTENT WITH CLEAN WATER SERVICES' SUN /WET/CLUSTER a STANDARDS. REFER TO APPENDIX A: PLANTING REQUIREMENTS IN THE DESIGN AND Z DATE 1 02/05/2015 co CONSTRUCTION STANDARDS FOR SANITARY SEWER AND SURFACE WATER MANAGEMENT O m -0 MANUAL, (JUNE 2007) FOR INSTALLATION. MONITORING, MAINTENANCE AND WARRANTY DRAWN I PEG Iv RELATED TO ALL PROPOSED PLANTING IN THE STORM WATER FACILITIESDESIGNED I PEG PHILADELPHUS LEWIS!! 1 GAL. 63 REFER TO DETAIL 2/ SHEET L306 I— N N LEWIS MOCKORANGE 2' HT. MATURE: 10' HT. /5' WD. 0 t CHECKED I KSR Q 1,711 SF PART SUN/WET-DRY/CLUSTER PROJECT# 121509510 uHOLODICUS DISCOLOR 1 GAL. 63 REFER TO DETAIL 2/SHEET L306 ' v O u O O r OCEANSPRAY 1.5' HT. MATURE: 15' HT. / 15' WD. AL.. Ct SHEET TITLE co 000000( NE SUN IDRY/SINGLE H PLANTING - SWF `D '` '` '` SYMPHORICARPUS ALBUS 1 GAL. 62 REFER TO DETAIL 2/SHEET L306 r^ s :o SNOWBERRY 1.5' HT. MATURE: 5' HT. /6'WD. N V J ;n PART SUN/DRY/CLUSTER 7 SHEET NUMBER `" RIBES SANGUINEUM 1 GAL. 62 REFER TO DETAIL 2/SHEET L306 Z 05 RED FLOWERING CURRANT 1.5' HT. MATURE: 10' HT. /5' WD. 0 L3O5 �n b_ SUN /DRY/CLUSTER U a 45 LL LAND USE# SDR 2015-00004 2 ino � TREE INSTALLATION STEPS: V * ti co 1. WHILE TREE IS OUT OF THE HOLE GENERAL PLANTING PLAN NOTES: J r: c o • REMOVE WIRE BASKET COMPLETELY. 3 s2 o N cn c -- - -- -- • LOOSEN TWINE FROM ROOTBALL AND p cA REMOVE COMPLETELY. 1. ALL CEMENT TREATED LANDSCAPE AREAS SHALL BE EXCAVATED A MINIMUM OF 6" BELOW p a, BOTTOM OF TREAT AREA AND REMOVED FROM THE SITE. BACKFILL WITH TOPSOIL TO 2. PLACE TREE IN HOLE_ ! o i '` ORIGINAL GRADE PRIOR TO ADDING THE SPECIFIED AMENDED SOIL PER THE PLANS. c c 3 UNFOLD BURLAP AND CUT AWAY e x- 1E c13 AT LEAST 3/4 OF BURLAP. .. IV ,.i: m 4. BACKFILL TREE BURLAP. WITH `` 2. CONTRACTOR TO VERIFY WITH OWNER AND UTILITY COMPANIES THE LOCATIONS OF ALL J RI a c-4 -.A OA APPROVED AMENDED SOIL - ifif,Ma _,- UTILITIES PRIOR TO CONSTRUCTION. TO DETERMINE IN THE FIELD THE ACTUAL LOCATIONS -.- WV4- `�,EM C . AND ELEVATIONS OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL CALL UTILITY PROTECTION SERVICE 72 HOURS PRIOR TO o e• 14:,- CONSTRUCTION. INSTALL BARK MULCH IN 3' DIA ° Da • • REMOVE CONTAINER FROM PLANT AND == -``' 3. CONTRACTOR SHALL EXAMINE FINISH SURFACE, GRADES, TOPSOIL QUALITY AND DEPTH. C. OAOAOA - SAUCER SAUCER SHALL BE �n ° ,11 r. .�a • SCORE ROOTBALLS TO LOOSEN ANY '` �.„+ `� 314"WIDTH PLASTIC TREE DO NOT START ANY WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. V VAT VAV VAV SOAKED WITH WATER AFTER �� ROOTBOUND MATERIAL PRIOR TO r ,: TIE CHAIN LOCK OR VERIFY LIMITS OF WORK BEFORE STARTING. PLANTING. • A ° INSTALLATION fir, V q., '`` APPROVE=D EQUAL QINSTALL BARK MULCH IN 3' DIA +or "�'.,s.v ♦ �,`� �� SAUCER SAUCER SHALL BE ' � � '� • 2"x2"WOOD STAKE DRIVEN 4. CONTRACTOR TO REPORT ALL DAMAGES TO EXISTING CONDITIONS AND INCONSISTENCIES • r� t C"i1 ►i a f WITH PLANS TO THE LANDSCAPE ARCHITECT. .- J FINISH GRADE • . BACKFILL WITH TOPSOIL AMEND SOAKED WITH WATER AFTER • �� - 18" BELOW UNDISTURBED .,;,.:- _. 0 OA .,. <glr IPv o TOPSOIL PER LAB ANALYSIS AND PLANTING. ,� ;'--:11,7777r1,41_ , SOIL AND LONG ENOUGH 5. ALL PLANT MASSES TO BE CONTAINED WITHIN A 3" LAYER OF BARK MULCH BEd, UNLESS PROJECT SPECIFICATIONS I TO SECURE LOWER 2/3 OF NOTED OTHERWISE. TREE TRUNK FROM SWAY. EQUAL �� Vii,. FINISH GRADE o I I I 1 It`�_� .11-1101 6. BED EDGE TO BE NO LESS THAN 12"AND NO MORE THAN 18" FROM OUTER EDGE OF PLANT d§ I�� 1 '/ r - MATERIAL BRANCHING.WHERE GROUND COVER OCCURS, PLANT TO LIMITS OF AREA ASlit 1- 1111 J11-111 �,�, �^ I = I�� - ... �I`� �- I- SHOWN. Z w < =i I --__,H1,411=111 r �: - 11 1 I 1 T- ALL GROUND COVER SHALL BE PLANTED AT EQUALto Z I I _ s.. l 6' I I-III- ]11= �� fl a c to TRIANGULAR SPACING PER ON CENTER SPACING AS MIN. �/ G MIN I� 11 , , _ BACKFILL WITH TOPSOIL 7. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL LANDSCAPE BEDS. O r SPECIFIED ON PLANTING PLAN. 1111 _ ` �` 11 TO MINIMUM DEPTH OF 18"- IIMIC x r a 1 •• = SCARIFY 4" DEEP / l I� - I I I - AND RECOMPACT 1111 12" */ r(t� I I II= AMEND TOPSOIL PER LAB 8. CONTRACTOR TO FINE GRADE AND ROCK-HOUND ALL PLANTING AREAS PRIOR TO x Q" LOCATE GROUND COVER ONE HALF OF SPECIFIED 144II -1 -1 I- II-III- - �I�I I� MIN. I f ' ,,I I I ANALYSIS AND PROJECT PLANTING. TO PROVIDE A SMOOTH AND CONTINUAL SURFACE. FREE OF IRREGULARITIES SPACING DISTANCE FROM ANY CURB, SIDEWALK, OR -"'-'"- '- '-�-"`-"' "-�- ' _ - j 19- SPECIFICATIONS. OTHER HARD SURFACE, UNLESS OTHERWISE NOTED. =11 J I= ITI 1 `,i i 1 """ (BUMPS OR DEPRESSIONS) & EXTRANEOUS MATERIAL OR DEBRIS. BACKFILL WITH APPROVED TOPSOIL. AMEND TOPSOIL =1I I1IIS 11- 9. QUANTITIES ARE INTENDED TO ASSIST CONTRACTOR IN EVALUATING THEIR OWN TAKE PER THE LAB ANALYSIS. SCARIFY 4" DEEP OFFS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BID QUANTITIES AS INDICATED ON AND RECOMPACT THE PLANS. IF THERE ISA DISCREPANCY BETWEEN THE NUMBER IN THE PLANT LEGEND AND THE QUANTITY OF GRAPHIC SYMBOLS SHOWN, THE GRAPHIC SYMBOL QUANTITY SHALL GOVERN. 10. COORDINATE PLANTING INSTALLATION WITH INSTALLATION OF UNDERGROUND SPRINKLER V) AND DRAINAGE SYSTEMS. I 1- GROU NDCOVER SPACING DIAGRAM NOT TO SCALE ii, SHRUB PLANTING NOT TO SCALE X31 EVERGREEN TREE PLANTING NOT TO SCALE 11 CONTRACTOR SHALL NOT REMOVE ANY TREES DURING CONSTRUCTION WITHOUT THE N. EXPRESS WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AS DIRECTED BY THE LANDSCAPE ARCHITECT. w TREE INSTALLATION STEPS: 12. WHERE PROPOSED TREE LOCATIONS OCCUR UNDER EXISTING OVERHEAD UTILITIES OR 1. WHILE TREE IS OUT OF THE HOLE: o • CROWD EXISTING TREES, NOTIFY LANDSCAPE ARCHITECT TO ADJUST TREE LOCATIONS. • REMOVE WIRE BASKET '` 0o 3" MULCH TOPSOIL NOTES: Co 1- COMPLETELY 0 0 13. LANDSCAPE MAINTENANCE PERIOD BEGINS IMMEDIATELY AFTER THE COMPLETION OF ALL W • LOOSEN TWINE FROM ROOTBALL • NOTES. • (� �. 0 ��, ` ,� TOPSOIL PLANTING OPERATIONS AND ACKNOWLEDGEMENT THAT ALL PUNCH LIST ITEMS HAVE BEEN 0 • PLACE MULCH 3" r / o1-11 . 1. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AN ALTERNATE AND REMOVE COMPLETELY. `� • , ° 0 t1 COMPLETED BY THE CONTRACTOR. MAINTAIN TREES, SHRUBS, LAWNS AND OTHER 1- AWAY FROM TRUNK. o NUMBER IN THE BASE BID TO FURNISH AND INSTALL AMENDED TOPSOIL IN ALL LANDSCAPE �1 2. PLACE TREE 1N HOLE. ° 1 4 �� o -� 1 PLANTS UNTIL FINAL ACCEPTANCE OR 90 DAYS AFTER NOTIFICATION AND ACCEPTANCE. O CI_ o • TOPSOIL DEPTH TO o BEDS AND SEEDED AREAS AS SPECIFIED BELOW UNLESS OTHERWISE NOTED. AMENDED 3. UNFOLD BURLAP AND CUT AWAY 11Ilk 0 WHICHEVER IS LONGER. WARRANTY ALL PLANTING FORA PERIOD OF ONE (1 YEAR FROM �1 AT LEAST 314 OF BURLAP. o o ° BE A MINIMUM OF 18" r•• 11 i TOPSOIL SHALL INCLUDE ALL NECESSARY FERTILIZERS, ORGANIC AND INORGANIC ) J • o 4,4.. IN PLANTER ISLANDS. 0�, o -1 AMENDMENTS, BASED ON INDUSTRY STANDARDS FOR EXCEPTIONAL PLANT THE DATE OF ACCEPTANCE. Z 4. BACKFILL TREE ROOTBALL WITH • SEF STAKING DETAIL 1 ❑ O. O APPROVED AMENDED SOIL. . O�. % ° tv •: • DEVELOPMENT. 14. REMOVE EXISTING WEEDS FROM PROJECT SITE PRIOR TO THE ADDITION OF ORGANIC < W FOR STAKING IN • TOP OF BARK MULCH 10 rf� SCARIFY ALL PLANTING AREA SUBGRADE TOA DEPTH OF 6". INSTALL & TILL IN 2" ° • r PLANTERS. , r� TO BE 1" BELOW AMENDMENTS AND FERTILIZER. • o �� • • .0111e0 � LAYER OF AMENDED TOPSOIL INTO SCARIFIED SUBGRADE AND RE COMPACT TO 95%. 0• •V6 - BACK OF CURB. • PROVIDE MIN. 12" DEPTH AMENDED TOPSOIL TO ALL PLANTING AREAS. ¢ �-/• PROVIDE MIN. 18" DEPTH AMENDED TOPSOIL TO ALL PLANTER ISLANDS PLUS 15. BACKFILL MATERIAL FOR TREE AND SHRUB PLANTING SHALL CONTAIN: ONE PART FINE oG I2 W r� o - o G �� - 0 MOUNDING REQUIREMENT. GRADE COMPOST TO FOUR PARTS TOPSOIL BY VOLUME. INCORPORATE ANY SLOW /,,, o NOTE "A��: RELEASE FERTILIZERS AND AMENDMENTS PER SOIL LAB ANALYSIS RECOMMENDATIONS. C/) DO NOT CUT • + • pf-Alli. LANDSCAPE MOUNDING •• �� ``�� 314"WIDTH PLASTIC TREEe� 2. UPON BEING AWARDED THE CONTRACT, THE GENERAL CONTRACTOR SHALL COORDINATE MAIN LEADER /��•T • HEIGHT VARIES BASED ON 16. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT MATERIAL I-1-1, TIE CHAIN LOCK OR WITH A STATE LICENSED SOIL LABORATORY AND THE LANDSCAPE ARCHITECT, TO t APPROVED EQUAL �� PLANTER WIDTH AS FOLLOWS: SUBSTITUTIONS FROM THE LANDSCAPE ARCHITECT 90 DAYS PRIOR TO INSTALLATION. ° _ ♦ • DETERMINE THE SUITABILITY AND AVAILABILITY OF THE EXISTING SITE TOPSOIL. THE PLANT SUBSTITUTIONS WITHOUT PRIOR WRITTEN APPROVAL THAT DO NOT COMPLY WITH ��// o ° ° TREE PLANTING- • 0 INSIDE MOUNDING CONTRACTOR SHALL SEND THE TOPSOIL TO A SOIL LABORATORY FOR ANALYSIS STATING THE DRAWINGS AND SPECIFICATIONS MAY BE REJECTED BY THE LANDSCAPE ARCHITECT 1 . 11- ' ' l o REFER TO PLAN FOR LAYOUT • PLANTER HEIGHT THAT THE TOPSOIL BE ANALYZED FOR A LANDSCAPE CROP, AFTER RECEIVING W < Z • WIDTH RECOMMENDATIONS FROM THE SOILS EXPERT FORWARD A COPY TO THE OWNERS AT NO COST TO THE OWNER. THESE ITEMS MAY BE REQUIRED TO BE REPLACED WITH INSTALL BARK MULCH IN 3' DIA. 6' MIN. BRANCHING ��• �� • n - • PLANT MATERIALS THAT ARE IN COMPLIANCE WITH THE DRAWINGS. ❑ ^ SAUCER. SAUCER SHALL BE .1 HEIGHT • 6' MIN. 3'-4' 3" REPRESENTATIVE AT WHICH TIME A DECISION WILL BE MADE BY THE OWNER AS TO CL (� SOAKED W1TH WATER AFTER BACKFILL WITH 18" OF TOPSOIL I BRANCHING WHETHER OR NOT THE EXISTING ON-SITE STOCKPILE WILL BE USED FOR THE PROJECT. • 17. CONTRACTOR SHALL BE RESPONSIBLE TO SECURE ALL PLANT MATERIAL IN THE SIZE J 0 PLANTING. AMEND TOPSOIL PER LAB ,; HEIGHT 5'-9' 6" SPECIFIED ON PLAN PRIOR TO INSTALLATION. IN THE EVENT THE PLANT MATERIAL IS NOT III 2"x2"WOOD STAKE DRIVEN r 3. IF THE EXISTING TOPSOIL IS TO BE USED THE CONTRACTOR SHALL ADD THE Z rt ANALYSIS AND PROJECT AVAILABLE IN THE SIZE SPECIFIED, THE CONTRACTOR SHALL SUBMIT TO THE OWNERS' Z O 18" BELOW UNDISTURBED 10'-20' 9" RECOMMENDED AMENDMENTS AND FERTILIZERS AS STATED IN THE SOILS ANALYSIS FINISH GRADE SPECIFICATIONS Y� SOIL AND LONG ENOUGH REPRESENTATIVE, AND THE LANDSCAPE ARCHITECT,A WRITTEN ESTIMATE TO INCREASE0 I I I I ��,��`�'� 1I1,-1 I ; TO SECURE LOWER 2/3 OF CURB WITH ADDITIONAL AMENDMENTS AND FERTILIZERS LISTED IN NOTE#6 AND#7 PLANT MATERIAL(AND INSTALL)THE NEXT AVAILABLE CONTAINER SIZE PLANT (I.E. 4" POT ❑ III • i-i -_....,,,A MI ALONG _ BELOW - TREE TRUNK FROM SWAY. PAVEMENT a� -w� TO ONE GALLON CONTAINER, 2"CALIPER TREE TO 2.5" CALIPER). 7 J 1 I filic,_- II 1 -=- _ -- �e .:.... �. VARIES SEE NOTE 'A' ABOVE } L -4-1-c _ OF:��_i�IT1 i 1= 1e'::::::::::::::............„,,,,,,::::: Q -- Q 12" 12" ".r `- - -., III 1111 11I II111 -wU l��rr. I, I1= 11= 1 -'.,_ . Et �. .�� . - -� 4. IN THE EVENT THE EXISTING ON-SITE TOPSOIL IS OF POOR QUALITY (AS DETERMINED BY I. ' \ 1 +.�':�.'.!=!-:'= c _III-111- 11-1' ,�'Gt�U'e l I-III-I I1=i V i ..� �.=.r=..�.r. 18. CONTRACTOR SHALL BE RESPONSIBLE TO IMPLEMENT BEST MANAGEMENT PRACTICES TO -.14::( 0 O FI MIN. i� Ml 1- ezp.e.. i-�' f-, } . . THE SOIL ANALYSIS) OR IS UNAVAILABLE FOR USE, THE OWNER'S REPRESENTATIVE WILLc_o 1 I/` GtV 1 BACKFILL WITH TOPSOIL �ei;. e,►.� ei:��e 1=1 1=1 1=1 IIj� \ \; '� 1I=111=1 r tip. STABILIZE ALL SLOPES 3:1 OR GREATER AND PREVENT EROSION OR MOVEMENT OF SOIL f ' +44.4040", -I I_I I��` � \\ \ �'`�\� 11-111 , MAKE A DECISION AS TO WHETHER OR NOT THE NUMBER FOR IMPORTING 9" OF AMENDED ^ �'n SII I- 4 ' TO MINIMUM DEPTH OF 18". 4.#044,404441,' - �h/i,��/ r,� 18" IN. FROM SLOPES. THIS COULD INCLUDE, BUT NOT LIMITED TO, EROSION CONTROL FABRIC, LL V J I i- '\ 1�:�\�\�\ 111-I 4 �Oi► IMPORTED TOPSOIL WILE BE ADDED TO THE SIGNED CONTRACT AGREEMENT. STAKING, NETTING, AND STRAW WATTLES. SUBMIT METHOD OF SLOPE STABILIZATION TO �1 �I - IIT,- AMEND TOPSOIL PER LAB � j ��r' , / 4 �l - ��!4'�� +�� - r7 �� S► *•'e� LANDSCAPE ARCHITECT FOR REVIEW AND WRITTEN APPROVAL 30 DAYS PRIOR TO I =.11 1 -11 111 11 _ ANALYSIS AND PROJECT ��#4'4 � $4* `- ,��, ,��r�.a,-e#40•4+4444 �r,��y�W,44 j�,e+Ve•iie+4'44444 5. IF AMENDED IMPORTED TOPSOIL IS TO BE USED, THE GENERAL CONTRACTOR WILL BE >- +444.44.44 I h rri rr SPECIFICATIONS. . ••• l! e� .44410,04.4.••+,04,404,40►� !40' ,AI 4,,►��Qr'�� + ., ,'.:�� . NOTIFIED IN WRITING BY THE OWNER'S REPRESENTATIVE AND THE CONTRACT MODIFIED IMPLEMENTATION. m SCARIFY 4" DEEP -.--T AND RECOMPACT RE-COMPACT SOIL TO 95% RELATIVE COMPACTION. ACCORDINGLY. TOPSOIL SHALL BE OBTAINED FROM NATURALLY WELL-DRAINED SITES 19. PRIOR TO MOBILIZATION THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT, IN WHERE TOPSOIL OCCURS AT LEAST 4 INCHES DEEP. DO NOT OBTAIN FROM BOGS OR WRITING, IF THEY BELIEVE ANY OF THE PLANT MATERIAL IDENTIFIED ON THE PLAN MAY MARSHES. IMPORTED TOPSOIL TO COMPLY WITH ASTM D 5268, WITH A PH RANGE OF 5.5 NOT BE SUITABLE FOR THE SITE OR MAY DIE. SUBSTITUTION REQUESTS MAY BE GRANTED TO 7.0. FREE OF STONES 1 INCH OR LARGER IN ANY DIMENSION, AND ANY OTHER BY THE LANDSCAPE ARCHITECT PRIOR TO THE START OF CONSTRUCTION ACTIVITIES. IF EXTRANEOUS MATERIALS (ROCKS, STICKS, RUBBISH, SOD) HARMFUL TO PLANT GROWTH. NOTIFICATION IS NOT GIVEN TO THE LANDSCAPE ARCHITECT ALL PLANTING WHICH FAILS 4) DECIDUOUS TREE PLANTINGI AN ADDITIONAL SOILS ANALYSIS WILL BE REQUIRED FOR THE IMPORTED TOPSOIL. NOT TO SCALE 5� S01 L MOUNDING I N PLANTER ISLAND TO GROW(EXCEPT FOR DEFECTS RESULTING FROM LACK OF ADEQUATE MAINTENANCE AS NOT TO SCALE 6 AMENDED IMPORTED TOPSOIL SHALL INCLUDE ALL NECESSARY FERTILIZER AND DETERMINED BY THE OWNER, NEGLECT OR VANDALISM) SHALL BE REPLACED BY THE AMENDMENTS PER THE SOIL ANALYSIS RECOMMENDATIONS. TOPSOIL ANALYSIS SHALL CONTRACTOR AT THE CONTRACTOR'S EXPENSE. STATE ORGANIC MATTER, INORGANIC MATTER (SILT. CLAY AND SAND). DELETERIOUS 20. NOTIFY THE LANDSCAPE ARCHITECT IN WRITING. WHEN CONDITIONS DETRIMENTAL TO MATERIAL, PH, MINERAL AND PLANT-NUTRIENT CONTENT. IN ADDITION THE REPORT SHALL Q ALSO STATE RECOMMENDED QUANTITIES (BY PERCENTAGE OF WEIGHT "I.E. 2 LBS OF PLANT GROWTH ARE ENCOUNTERED, SUCH AS RUBBLE FILL, POOR PLANTING SOIL, i= 15-15-15 PER 1000SF) OF NITROGEN, PHOSPHORUS AND POTASH, NUTRIENTS AND ANY ADVERSE DRAINAGE CONDITIONS, OR OBSTRUCTIONS, PRIOR TO PLANTING. Ec LIMESTONE, ALUMINUM SULFATE, OR OTHER SOIL AMENDMENTS TO BE ADDED TO C PRODUCE A SATISFACTORY AMENDED TOPSOIL. FURNISH REPORT AND 21. PLANTING RESTRICTIONS PLANTING IS NOT PERMITTED DURING THE FOLLOWING co RECOMMENDATIONS TO LANDSCAPE ARCHITECT FOR REVIEW AND WRITTEN APPROVAL 30 CONDITIONS, UNLESS OTHERWISE APPROVED IN WRITING: r DAYS PRIOR TO MOBILIZATION. A. COLD WEATHER: LESS THAN 32 DEGREES FAHRENHEIT B. HOT WEATHER: GREATER THAN 90 DEGREES FAHRENHEIT w C. WET WEATHER: SATURATED SOIL 7. IN ADDITION TO THE SOILS ANALYSIS RECOMMENDATIONS THE LANDSCAPE CONTRACTOR o D. WINDY WEATHER: WIND VELOCITIES GREATER THAN 20 M.P.H. SHALL ADD 1 PART (2 " LAYER) OF APPROVED HUMUS MATERIAL TO 2 PARTS AMENDED TOPSOIL. SUBMIT CUT SHEET OF HUMUS MATERIAL(CERTIFIED FINE COMPOSTED YARD DEBRIS) TO LANDSCAPE ARCHITECT FOR REVIEW AND WRITTEN APPROVAL PRIOR TO 22. ALL PLANTING AREAS SHALL BE WATERED WITH AN AUTOMATIC UNDERGROUND MIXING. IRRIGATION SYSTEM, Co J 8. PRIOR TO PLACEMENT OF TOPSOIL SCARIFY AND LOOSEN SUBGRADE OF PLANTING BED 23. DO NOT LOCATE TREES IN EASEMENTS. �^ AREA TO A MINIMUM DEPTH OF 6 INCHES. REMOVE STONES LARGER THAN 1" IN ANY 24. SEE CIVIL PLANS FOR EXISTING TREES TO REMAIN ON SITE. V J , 'j� ' DIMENSION AND STICKS, ROOTS, RUBBISH AND OTHER EXTRANEOUS MATERIALS. REMOVE 1 �0� -�„ WEEDS FROM EXISTING SUBGRADE AND TREAT WITH NECESSARY HERBICIDE TO PREVENT ,. 749 16 WEED GROWTH. SPREAD HALF OF THE AMENDED TOPSOIL MIXTURE AND WORK INTO TOP 25. ALL PLANTS MUST COMPLY TO THE AMERICAN STANDARD FOR NURSERY STOCK. THOSE Z ,,:_ ;: THAT DO NOT WILL BE REJECTED. 2" CALIPER TREES MUST BRANCH AT 6' MIN. HT. • OF LOOSEN SUBGRADE TO CREATE A TRANSITION LAYER. PLACE REMAINING HALF OF THE :... RATRt K GA, PLANTING SOIL MIXTURE TO THE DEPTH REQUIRED TO MEET THICKNESS. GRADES AND '....:... " o ELEVATIONS SHOWN, AFTER LIGHT ROLLING AND NATURAL SETTLEMENT. ''',7 /), X 7) €}5/13!13/1 1 r 9. WITHIN TREE WELLS & PLANTER ISLANDS, REMOVE EXISTING SOIL AND OTHER DEBRIS, TO tp .v A MINIMUM DEPTH OF 18" AND REPLACE WITH AMENDED TOPSOIL. ADD ADDITIONAL SOIL ~/ AS REQUIRED PER DETAILS AND NOTES. 0 EXPIRES 05/31/2018 a. N ❑ 10. THE CONTRACTOR SHALL SUBMIT TO THE LANDSCAPE ARCHITECT. SHIPPING TICKETS FOR "' IMPORTED TOP SOIL AND HUMUS MATERIAL, 60 DAYS PRIOR TO INSTALLATION FOR REVIEW • a Z DATE 102105/2015 0 03 AND WRITTEN APPROVAL. --' 0 DRAWN I PEG • m i_ DESIGNED I PEG NJ r ni c CHECKED I KSR Q U PROJECT# 1 21509510 N03 N CO Et SHEET TITLE °° E-. PLANT DETAILS & NOTES 6Q" .. 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Contractors Engineers BE-4278 1 "SUMMER CREEK APARTMENTS" CD-�_ SITE LIGHTING 3 LIC.#116521 a , PHOTOMETRIC PLAN ELEC.#.37-692C w ••. 13650 NE WHITAKER WAY TEL(503)255-1818 Lid 7 N PORTLAND,OR 97230 FAX(503)255-1919 mN 1 SITE LIGHTING PHOTOMETRIC PLAN Alt PROPRIETARY STATEMENT a 07 E 103 SCALE: 1" = 30'-0" THE ELECTRIGLL DESIGN AND CALCULATIONS ON THESE p 0 15' 3D' 60' NI" OWINGS ARE FOR THE E1ICLUSNE USE/CORSiRucnoN H 2 9Y 9EROELECfRIC CORPORATION. THESE DRAWINGS s++ ARE N01 TO 6E USED FOR COMPETRNE MOW p S-°- PURPOSES. ANY REUSE OR REPRODUCTION OF THESE E103 3 DOCU11005 WITHOUT WRIREN PERMISSION OF BERGELECTRIC CORPORATION IS STRICTLY FORBIDDEN. 0D Ail MONTS RESERVED. J H1_X ANY REPRODUCTION OR MODIFICATION OF THIS DOCUMENT IS PROHIBITED WITHOUT THE PERMISSION OF WE & ASSOCIATES, INC.