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Plans (379) S1T2015 - 00016 ' ■ RECEIVED0 LA r It MAR 16 2016 0 j 11 C 09 w F2 CoO) CITY OFTIGARD TI GAR APARTMENTS co BUILD��IG DIVISION SHEET INDEX J C000 COVER SHEET Li00 TREE PRESERVATION&REMOVAL PLAN C001 GENERAL NOTES L200 IRRIGATION PLAN SITE PREPARE!) FOR: cv C100 EXISTING CONDITIONS L201 IRRIGATION PLAN C101 DEMOLITION PLAN L202 IRRIGATION PLAN 1:1 C200 OVERALL SITE PLAN L203 IRRIGATION PLAN H L/L LA IVLI PA R TNIR LP C201 SITE PLAN L2045 IRRIGATION PLAN C202 SITE PLAN L205 IRRIGATION DETAILS&NOTES :. CI C203 SITE PLAN L300 PLANTING PLAN SITE PROJECT TEAM C204 SITE PLAN L301 PLANTING PLAN CITYC)F TIGARD, OREGON C205 SITE PLAN L302 PLANTING PLAN DEVELOPER C206 SITE PLAN L303 PLANTING PLAN 13045 SVV SFERRY' ROAD, TIGARD, OREGON 97008 0207 SITE PLAN L305 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 W U,a VANCOUVER, WA 98660 7•"R TION LJME'!\J TS C302 GRADING PLAN E102 SITE LIGHTING PLAN -, Z P ` PHONE: (360) 694 78$8 C303 GRADING PLAN E103 SITE LIGHTING PHOTOMETRIC PLAN O - u a C304 GRADING PLAN Iiiiii b c4 r E CIVIL ENGINEER C305 GRADING PLAN 'i C306 GRADING PLAN I t DOWL ,k h C307 GRADING PLAN ��-� ATTN: KEVIN RUSSELL, PE C308 GRADING PLAN 720 SW WASHINGTON ST, STE 750 = x C310 GRADING DETAIL ( Z"5--- DOWL �� PORTLAND, OR 97205C311 GRADING DETAIL 1 PHONE: (971) 280-8641 C312 GRADING DETAIL �� ,(� .}:a}:oii::rf•: T C/1e-1J C313 GRADING DETAIL ( �5 ,{• v; ">:v" a C314 GRADING DETAIL _ " •\ PLANNER ; e 4 A 2;i:24 3<t''~Ytt lxa :.: :, k.c ✓ �� -�•-• `.�� , C315 GRADING DETAIL 7-as--• \\ = DOWL r {. ha,{,rx� z Y u ri z��. ., C400 OVERALL STORM t ��C `, -- --' :mi Q „tiff:,\\2�.,, mi.N , .s .:> ATTN: READ STAPLETON ". `ti i<$ • .. a • i C40i STORM PLAN �j 720 SW WASHINGTON ST, STE 750 � ri , ,. < 4 dam" i �, C402 STORM PLAN PORTLAND, OR 97205 • • ti ti ' Thr ,' \ ` , , ':C o• rA .::.,,,,,:.....,„,..„•••:::s.::• Y - � PHONE: 971 280 8641 •• ti', • .mss Wi ,}. �� C403 STORM PLAN w { �ti, \ � h h: ; ,,, ,.,,, }.. - � .. , .. ' • C404 STQRM PLAN .,.::.: ,,,uu u:-'......:::�:._,,,u ; p �� •r 1;� �;hh.wu.,} by}::.}u},+'T4•�-, iti".:.,\. � \\�i -�.;,;�,� -\•••••\...„•••,,_•••\ :tip �. , ,t�k,k:.�,�.�, '" ;,�}:a Q� G405 STORM PLAN ,h •h,; .; �.v. \..::R;.Skti.,,Srv+..?? .,,\,:t\` . rx 4 \, :•uw:• :, :{:-�'{« h , . . h ?r•.��a�\,o.,:,,.,,,..,tir:.,L:�,$:'2. .. ., ,., ,: . �S,..a.icx.. - , -` L �h\ „a, � • �,\� , ,b..\,h •hv.,.nv v rw.+v„ ,v.,;��:.[�:dxd+.t,.R:..t:.rx,.,a..a.�..:...., \ :::;.Y.,.- ,. �. �„�„»ti ti\tin ,,..{',, ,,, „ •a} ..r. .. T••:fir,}}:.a:.}:.,..:xi.:::�.,. <";::;a.:'-><.•: LANDSCAPE ARCHITECT N, e:,,,.., ,. C406 STQRM PLAN \,\o •`*.'ti \ ,..,...x>rr.c.c~,r..;a .fi. �,S - , \ v,-. h,a,n,n,x:v:ax.;{:a:,,:,}:}::}:::'rd;...9Y:y,.:}:::::.. :.......::.r:,..,....... ........ ..:....,.,.. :, . C407 STORM PLAN : \\4-, ,)r,-h,r:r\,r:{.::.:i ...x:.{.:...ii : , '„.: :.:::.- ..: ;.,,,. :a::-i:.Y:i 4L'+`t.'w -..M.,..--,-. .,:•:c„.• ,h\h\ -.;.+,.,;4.^.,�.!i'..}U.4:Q:.}....,. .::k..... :.,..J'..,:.,:..:.�......,:...,..,{:v.:�nr w:..�.:....1:--.. .',� 4., - .'. �'.�tv ., .. u� DOWL .,,, .:;.:.:, ::}:{• :;.}>:<:::�.} :u:• :•-•...:••:;•,-.:.. C408 STORM PLAN 4 4 • •• A -1 ti. ];R'S,`:q..:?k.ly' :;:d.+: :2.; ;:;::::i::}ii^:'•. : ' ,;.\\C[,iiitii],Eiji'.L,\..}?i:�:.}?.vi:4..:.....d. :: : - ATTN. PATRICK GAYNOR PLA xa�a,n,� �a.<r• ..>..::: ::...:::::::.::n:.:.:.::.:.:.,:::: :::.-..:.,::.:: C500 OVERALL SANITA 720 SW WASHINGTON ST, STE 750 ,r,k vt. .:-.::,:..,:.d.r::::.hh.: .:::.}:::::r:r .. , ••.,tri. .. . .,- : :�. . S, ,R\\:..:3}.,.;�.::..X..:.-..a..r..r.r::r•.r:.r::........:.::....._ ,-N ..- . • .[::; J , ��- ; C50i SANITARYPLAN rr • S-. �.,:,,,,h,h,...,.::rr.:.::.}:...r,r.rrvr::..:»� -:. .:.. .. - ;, , � > , }<. �� . iCI1'Y Q�TIGARD � C503 SANITARY PLAN < 0 PORTLAND OR 97205 :f.:: :••• ,,.}..,,..:.:.::,,.:.:r:;: ::::>:,:: :, .: .:.-.. ., .h. .,,. .H.. C502 SANITARYPLAN R1EVIfi . k. WF.D FOR COD OM1' .., . E C LIANCB PHONE. 971 280 8641 �, \�ti\ • tr....-. Js :... C504 SANITARY PLAN qtr,... w:. + >.rv. : ..:::. . :.. :: OTCs 't.. _ >—. 0 k b < - .,. hY::�]. r•r:n> .- ,. C600 OVERALL WATER SURVEYOR x } r2 Ce -. iR ,� #. .,..:.:.: -.r: : :.,T ..v:..a..v. c6o1 wArER PLAN z3 h ; CARDNO .,:.. V...a: ,., x ...:.}: .. :.�":. . „ , . ; Y �, G605 WAFER PLAN • ATTN. ERIC LYNCH PLS ,.M` ,-..:..: .:.,.:.. -: • -t° I— .:.:-.:...,... {_a>, :. r,. 0602 WATER PLAN Address: 5415 SW WESTGATE DRIVE SUITE 100 .... Suite #_ ,.,�� >r. ¢\ \ ''"�, � ,,• �>� C603 WATER PLAN r1 \ ' [ :} '.:..: . T �,•� �P MYYN6} PORTLAND OR 97221 , >:< �:.. <. � ;x: , ,;. Da Ct I ' I ,.. • � ; .i ; : w•••- -„i: •. > , } '. .:-.a' G604 WATER PLAN c HONE. (503) 419-2500 <:.. ... �. \ . . - .� .... �.. . •... , ,..:::....,:-.•::•i'•-•:•1:- -..:' �4�:.; ..� ::�:.: :'::�' ...�:�,, �, � • , csas WATER PLAN Z FAX. 503 419 2529 n a ; �+ b , s :, ti • ti .:. . C700 WATER PLAN mak+ r. .. � 'r.;'.. -- ,1 .- - -.:- 7a C 0 DETAILS n „Y.€ :.:. fl- ti� +. .«� �e " PPR .,. .:.::. .,.:}� v'.,... - , .. .:�� x � ��[ APPROVED P h ,; `C' ._:- ....- -.-.:; >:. ♦ a:fi ;� cam:;xcn.�: -x. �a.;+:.:� d�- ' N x 4 0701 DETAILS Z ARCHITECT .:, ,;: `x -ATTACH t~\ � �^trk#, ., `�.. � �` .�,, 4: +c x' n�� :�, ,,. il'tit'i,i1DE [lN FDS W LRS ARCHITECTS .... :,: ,+: u,..- ,... h ; x . 3 .. , ;. { a;. a�: �w • »w ;; C702 DETAILS SPECIE ATION BOOK ':.\ ;;fi�tt $ ti'� ?c r. 'tiS. „ k •'a +c. : : ti'. _ - n v: 4�u.'* vat. ,`} '4 '.}:. ;, 3c W = -.,. c .... �.: S TURAL CALLS i..L DETAILS JEOTECH REroRT ATTN: DEAN MASUKAWA, AIA m a. C7043 DETAILS MSC DOCUMENTS LU 720 NW DAVIS STREET, SUITE 300 .I.S ��Z^^ ❑ PORTLAND, OR 97221 C705 DETAILS V) ....I W 0 PHONE: (503) 221-1121CL Z O CD CONTRACTOR City of Tigard Erosion Cont of iii Q I� To Schedule Inspections: J HOLLAND CONSTRUCTION, INC. , Call (503) 639-4175 0 U 0 ATTN: JOHN HENDRY Initial inspection: 1111 MAIN STREET, SUITE 700 Prior to footing inspection ( , Final inspection: V A CO ER, WA 98660 Prior to final building Inspection PHONE: (360) 694-7888 :-:----- VANCOUVER, -- m 000i0000.00°°°°°°°..:----<. - � OFFICE COPY DATUM: ♦ �. • ELEVATION DATUM: CITY OF TIGARD (NGVD 29) -- � � o BENCHMARK: 2" BRASS DISK IN MON. BOX / US 26 �� ,. , C A` •' BEING SECTION COR 27 128 133 134 +�� -,. ::�,,�� LOCATION: INTERSECTION OF SW CONESTOGA DR. ASO A .1; 11 • y�gpf;Rs�r� /.� \yf:: A514o , , 1EV0FEET LA71N V - .,s °p0 S�”i -��► � /��' r.- ' . L' % o 01 i iiiiipigliB A ERTON BLDG 3 * s �: .: �'d. p BASIS OF BEARINGS: Q N .., r y � �, / E E. •1 NOTICE TO EXCAVATORS: t �a ,��- •ii PO � ` ”; ATTENTION: OREGON LAW REQUIRES YOU BASIS OF BEARING WAS DERIVED FROM THE FOUND AND MI HART -t' IA ti �1 '1�_ ■ ' i 'I TO FOLLOW RULES ADOPTED BY THELLI HELD MONUMENTS MARKING THE EAST LINE OF LOT 63 �' iy= a ''” s • UBJ Tr .' OREGON UTILITY NOTIFICATION CENTER. ABUTTING LOTS 50 THROUGH 61, AS SHOWN HEREON, BEING t j .- �,,. i u . n i r THOSE RULES ARE SET FORTH IN OAR 211 SOUTH 00°07'18" WEST PER THE PLAT OF "HAWK'S BEARD �� = • ; ERTY i411111---1 � „�'"� _'�'� ' ;;f '• ; s,.: " I s ---� ❑ TOWNHOME S" h '' ' * 1; ■ w 952-001-0010 THROUGH OAR / �R �. ... , T 1'r �� ,,` i s `0 952-001-0090. YOU MAY OBTAIN 1111110:::1")° �� i. :: i:v. �; �o�r ■ ' zOPIES OFTHE RULES BY CALLING THE f� ' Yom ' I�o o ENTER.- rf y/: .• . Al - J ss > ■ - o ! NOTE: THE TELEPHONENUMBERFORr. 1 r,., DING ■ .- o FROFIII �'c .•�� BUILDING ': ' w p;� THE OREGON UTILITY NOTIFICATION I— 4.-),\t�FE Ess/ 11 �' r v411 . � I �: • iz CENTER IS:::}-232-1987}. Z �NGINEF GLl r.,.� . •=o T w �. . . . W{hGE5 �:� : . ❑ 654 3PEw Tfix 9 RD r . , i ■ _ ,� POTENTIALRGROUND FACILITY OWNERS �j I lrlriii ! 1_=W - \ .... tea. �►��. 1 -z ��.11 o`er 0'‘#/(„4 „E ca KING CITY �fi ^ i -_ - �- - D� Safel \-\,.....:L, o , �� .,t .. aFS. RkSSF �� f - '' =IN � Call the Oregon One Call Center 111 6I:I!,!I Ian - o - 1111, f � – —• - ,: DIAL 811 or 1-800-332-2344 � EXPIRES. 12/31/16 w -'PP,. A, VICINITY MAP �` °`""""'� EMERGENCY TELEPHONE NUMBERS Z DATE 1021051201fi ' K�- y • =fie »w... .. to _� 0 a SCALE: NTS „ "SUMMER CREEK APARTMENTS" — DRAWN I MJZ �, m �, DESIGNED I MJZ s - NW NATURAL GAS CHECKED I KSR N M-F lam-bpm 503 -226-4211 Ext.4313 rr ,, SITE INFORMATION: AFTER HOURS 503-226-4211 V PROJECT# 121509510 D 0 CL °O (13 LOCATED ON LOT 63 OF THE PLAT OF "HAWK'S BEARD J� PGE 503-464--7777 1..` SHEET TITLE �} TOWNHOMES" QWEST 1-800-573-1311 COVER SHEET CV Cti Lo CITY BUREAU 4F MAINTENANCE 503-823-1700 E, 'c LOCATED IN SECTION 33, TOWNSHIP 1 SOUTH, RANGE 1 WEST, SITE MAP CITY WATER 503-823-4874 Cn N o SHEET NUMBER 0 C 0 0 0 N WILLAMETTE MERIDIAN, N CITY OF TIGARD, WASHINGTON COUNTY, OREGON SCALE: NTS VERIZON 1-800-483-1000 Z N S--\--' cocr U r o cL L _ LAND USE# SDF 2015-000 . 0tp r- V6 4 ti c) J Q O� C O O) GENERAL DEMOLITION NOTES WATER CONSTRUCTION NOTES PRIVATE UTILITY CONSTRUCTION NOTES c c 1. NOTIFY ENGINEER FIVE(5) BUSINESS DAYS BEFORE COMMENCEMENT OF WORK. 1. CUSTOMER IS RESPONSIBLE FOR ALL TRENCH, CONDUIT,VAULTS, PADS,AND mai a 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. J THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY DEPTH AND LOCATION OF WITH THE CITY OF TIGARD STANDARD CONSTRUCTION SPECIFICATIONS& 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 OSHA. 3. CONTRACTOR SHALL PERFORM ALL NECESSARY PRESSURE AND LEAKAGE EXISTING UTILITIES PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER OF TESTS ON ALL WATER LINES PER CITY OF TIGARD STANDARDS. ANY DISCREPANCIES IN THE PLANS. CALL FOR LOCATES AT LEAST 48 HOURS 4 C) 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 STANDARDS. 4. CONTRACTOR SHALL COORDINATE WITH ALL PRIVATE UTILITIES PRIOR TO 5. THE CONTRACTOR IS RESPONSIBLE TO REPLACE ANY SURVEY MONUMENTS THAT 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 o o, PROJECT SPECIFICATIONS. TIGARD STANDARDS AND THE UNIFORM PLUMBING CODE BY THE CONTRACTOR. PRIOR TO BACKFILL. Q 0 m 7. THE CONTRACTOR IS RESPONSIBLE FOR MAKING ARRANGEMENTS FOR 6. ALL CONDUIT SHALL BE PVC SCHEDULE 40. _ -, Z INSPECTION AND TESTING. 6. CITY OF TIGARD SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WATER LINE CONSTRUCTION. a O 3 7. ALL CONDUIT SWEEPS SHALL BE A MIN OF 48"RADIUS. ag ° §1 8. THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTION DEPARTMENT 24 HOURS x a C7 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, 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. CI) 10. DEMOLISH/REMOVAL NOT SPECIFICALLY LISTED, BUT REQUIRED TO COMPLETE SITE/UTILITY AND GRADING PLANS SHALL BE THE RESPONSIBILITY OF THE Him CONTRACTOR. Z 11. ALL CONSTRUCTION DEBRIS TO BE REMOVED FROM SITE AND W RECYCLED/DISPOSED OF ACCORDING TO LOCAL REGULATIONS. F- STORM DRAINAGE CONSTRUCTION NOTES SANITARY SEWER CONSTRUCTION NOTES Ct 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 a_ 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. �s 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 2. NO DRAINAGE PIPING OR PART THEREOF, WHICH IS CONSTRUCTED OF MATERIALS (9 j 1"� INSTALLED UNDER OR WITHIN FIVE (5) FEET OF ANY BUILDING OR STRUCTURE, OR OTHER THAN THOSE APPROVED FOR USE UNDER OR WITHIN A BUILDING, SHALL PART THEREOF, NO LESS THAN ONE (1) FOOT BELOW THE SURFACE OF THE BE INSTALLED UNDER OR WITHIN FIVE (5) FEET OF ANY BUILDING OR STRUCTURE, Ct W GROUND. (EXCEPT IN AREAS WHERE DIP IS SPECIFIED).THIS INCLUDES OR PART THEREOF, NO LESS THAN ONE(1) FOOT BELOW THE SURFACE OF THE STRUCTURES SUCH AS PORCHES AND STEPS, WHETHER COVERED OR GROUND, THIS INCLUDES STRUCTURES SUCH AS PORCHES AND STEPS, W WHETHER COVERED OR UNCOVERED, BREEZEWAYS, ROOFED ! ' W ?` UNCOVERED, BREEZEWAYS, ROOFED PORTE-COACHERES, ROOFED PATIOS, PORTE-COACHERES, ROOFED PATIOS, CARPORTS, COVERED WALKS AND CARPORTS, COVERED WALKS, COVERED DRIVEWAYS,AND SIMILAR STRUCTURES W DRIVEWAYS,AND SIMILAR STRUCTURES OR APPURTENANCES. LATERALS SHALL L,- �y OR APPURTENANCES. BE INSTALLED AT A MIN. 2% SLOPE UNLESS NOTED ON THE PLANS I- LL 3. LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILABLE INFORMATION. IT IS 3. HYDROSTATIC AND AIR TESTING OF SANITARY LINES AND MANHOLES SHALL BE a THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY DEPTH AND LOCATION OF CONDUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE UNIFORM EXISTING UTILITIES PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER OF ANY PLUMBING CODE AND CITY OF TIGARD STANDARDS. ALL NECESSARY TESTS SHALL ..J J Q L1J DISCREPANCIES IN THE PLANS. CALL FOR LOCATES AT LEAST 48 HOURS PRIOR TO BE PERFORMED BY THE CONTRACTOR AND WITNESSED BY THE ENGINEER. CONSTRUCTION. CI O 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 LL Q ., O.S.H.A.AND IN PARTICULAR THOSE PERTAINING TO ADEQUATE SHORING AND THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY DEPTH AND LOCATION OF W EXISTING UTILITIES PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER OF7.1J TRENCH PROTECTION OF WORKMEN. TN ANY DISCREPANCIES IN THE PLANS. CALL FOR LOCATES AT LEAST 48 HOURS1 J Q 5. RIM ELEVATIONS OF MANHOLES AND CLEANOUTS WITHIN PAVEMENT ARE PRIOR TO CONSTRUCTION. W ‘"'"J a APPROXIMATE, FINAL FINISHED RIM ELEVATIONS SHALL MATCH FINISHED {-5. FINISHED RIM ELEVATIONS OF CLEANOUTS WITHIN PAVEMENT ARE APPROXIMATE, i= 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 OF m 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 Z 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 o REPOSE FOR THE BUILDING FOOTING. o_ THE OREGON PLUMBING SPECIALTY CODE. OPEN-GRATE LIDS WILL NOT BE w c) ALLOWED ON ANY MANHOLE. f.; a Li! a \, C,) ,,so y O PROFFS �c�5� ti�G I N�F9 `S/O,L9` w 65433PE ce w 0 ✓40N a ) �FGby� ' o s,2°S��, 0 s. R�S 0 EXPIRES:12/31/16 gZ -..G � DATE I 02/05/2016 M - a DRAWN ( MJZ � o DESIGNED I MJZ LI N r '� CHECKED KSR CL PROJECT# 21509510 `o m co SHEET TITLE F- GENERAL NOTES <, _s CO SHEET NUMBER - CV 2 N ,, (S5 - Wcool � s 0 Zs ili 0 a ii LAND USE# SDR 2015-00004 LEGEND: ••-- - UNDERGROUND TRAFFIC SIGNAL UNE -C'- - UTILITY POLE2 ix)0 0 r EXISTING BOUNDARY LINE Cr) TELEPHONE MANHOLE U * co 00 MONUMENT TABLE: LOT 63 OF THE PLAT OF "HAWK'S BEARD TOWNHOMES" - - EXISTING CENTERLINE TRAFFIC SIGNAL POLE 3 O N - EXISTING RIGHT-OF-WAY LINE ® - SIGNAL JUNCTION BOX O 0) 100- FOUND YELLOW PLASTIC CAP 111 - FOUND 518" IRON ROD 123- FOUND YELLOW PLASTIC CAP 133- FOUND YELLOW PLASTIC CAP 2? 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 M E R I D - - - EASEMENT LINE PER(P)-DOWN 0.3'-HELD 0 - UNKNOWN MANHOLE 2 (SO 0) PER PP2000-007, DOWN 0.1' PER(P)-DOWN 0.1' X - FENCE LINE,TYPE AS NOTED CITY OF TIGARD, WASHINGTON COUNTY, OREGON SIGNPOST cro-0 112- FOUND YELLOW PLASTIC CAP HELD EASTNVEST 0.13'WEST OF LINE SD STORM DRAINAGE LINE 101 - FOUND YELLOW PLASTIC CAP MARKED"OSHD" 500°07'18"W, 0.14' - .. n co MARKED"G&L LAND SURVEYING" PER SN 25453-DOWN 0.3' 134- FOUND 518" IRON ROD • ., SS SANITARY SEWER LINE CONIFEROUS TREE 1 a PER PP2000-007, DOWN 0.3' HELD FOR RIGHT OF WAY 124- FOUND YELLOW PLASTIC CAP PER(P)-DOWN 0.5' HELD r •, G W UNDERGROUND WATER LINE HELD EASTIWEST :._ ... MARKED"TETSUKA ASSOC. INC." AN.4 . N00°0718"E,0,07 113- FOUND 518"IRON ROD PER(P)-HELD DOWN 0.3' 135- FOUND 518"IRON ROD UNDERGROUND NATURAL GAS LINE PER SN 25453 PER P -DOWN 1.0'-HELD .., G DECIDUOUS TREE cn 102 FOUND YELLOW PLASTIC CAP HELD FOR RIGHT OF WAY 125 FOUND YELLOW PLASTIC CAP ( ) - � OHW - OVERHEAD WIRE SN - SURVEY NUMBER PER COUNTY RECORDS N MARKED"TETSUKA ASSOC. INC." MARKED TETSUKA ASSOC. INC." 136- FOUND YELLOW PLASTIC CAP - (P) PLAT OF HAWK'S BEARD TOWNHOMES ti PER(P)- UP 0.1'-HELD 114- FOUND YELLOW PLASTIC CAP PER{P}-HELD-DOWN 0.3' MARKED"TETSUKA ASSOC. INC." - TREENEGETATION LINE R UNREADABLE PER(P)- DOWN 0.1' W .^ O❑ GAS METE0 103- FOUND YELLOW PLASTIC CAP PER PP2000-007, HELD-DOWN 0.2' 126- FOUND YELLOW PLASTIC CAP HELD FOR BASIS OF BEARINGS �� - GAS FINK MARKED"TETSUKA ASSOC INC." MARKED"TETSUKA ASSOC. INC," • EXISTING ASPHALT SURFACE PERP UP 0.1'- HELD . = � � " "" ' - AIR RELEASE VALVE O 115- FOUND YELLOW PLASTIC CAP PER(P) HELD DOWN 0.5' 137- FOUND YELLOW PLASTIC CAP SCALE.' t"50 • , R, j a ® WATER MATER BOX „:::1II• 0 MARKED"G8L LAND SURVEYING" MARKED"TETSUKA ASSOC. INC," ;,_ v • a EXISTING CONCRETE SURFACE 1 IRRIGATION CONTROL BOX 104- FOUND YELLOW PLASTIC CAP PER PP2000-007, HELD-DOWN 0.3' 127- FOUND YELLOW PLASTIC CAP PER(P)-DOWN 0.3'-HELD , .:;3� MARKED"TETSUKA ASSOC. INC." MARKED"TETSUKA ASSOC. INC." 50 25 0 • Q 130 s - _.,� � G ,,:: ..� .' � �-[� - SHOEBOX LIGHT(SINGLE} PER(P)-DOWN 0.3' HELD 116- FOUND YELLOW PLASTIC CAP PER(P)-HELD- DOWN 0.5' 1363-FOUND 112"ALUMINUM CAP MARKED"G&L LAND SURVEYING" MARKED"SFA DESIGN" y • � ... 13.... . ' - • �yi 41'Pl r?, EXISTING GRAVEL SURFACE ACORN/GLOBE LIGHT w- • 105- FOUND YELLOW PLASTIC CAP PER PP2006-067, HELD-DOWN 0.1' 128- FOUND YELLOW PLASTIC CAP y .: �1 • ' JUNCTION BOX J • l STREET LIGHT iEASSOC INC." MARKED"TETSUKAASSOC INC." 1364-FOUND 112"ALUMINUMCAP '';x �, � • ' Q - FOUNDMONUMENTASNOTEDINTABLE.117- FOUNDYELLOWPLASTIC CAP I/WEST MARKED"TETSUKA ASSOC. INC." cv GV E o c� ELECTRICAL VAULT o 500°07'18"W, 0.09' PER (P)-HELD-DOWN 0.1' 129- FOUND 518" IRON ROD-DN 0.1' 1429-FOUND YELLOW PLASTIC CAP S . ' - GAS VALVE g W PER P -HELD FOR RIGHT OF WAY MARKED"LDC DESIGN GROUP" p, - = G `� 4r-.. ,. » k ELECTRIC JUNCTION BOX 106- FOUND YELLOW PLASTIC CAP O DED1G a? I {�T • I S SANITARY SEWER MANHOLE TRANSFORMER Z w a o 118 FOUND YELLOW PLASTIC CAP �pPSN �� ..y- " 0 z _ `m MARKED"TETSUKA ASSOC. INC_" MARKED"TETSUKA ASSOC INC." 130- FOUND YELLOW PLASTIC CAP ?: G QD STORM DRAIN MANHOLE WIRE E" 3 a SSI GUY PER(P)-DOWN 0.1' PER P -HELD- DOWN 0.3' „ „ 1D � _ ® TELEPHONE RISER 0 = c c { ) MARKED TETSUKA ASSOC. INC crj "' f\ . E HELD FOR BASIS OF BEARINGS 1 0 ® - CATCH BASIN - CABLE TELEVISION VAULT 1 O " .- PER{P) HELD FOR RIGHT OF WAY C 120 FOUND ALUMINUM CAP - I ' I CURB INLET p • �� ........ O m - CABLE TELEVISION RISER 107- FOUND YELLOW PLASTIC CAP UNREADABLE 131 - FOUND YELLOW PLASTIC CAP G 4,,,,, ,,..-----"......... � 2l4' MARKED"TETSUKA ASSOC. INC." REF'D IN(P)-HELD MARKED"TETSUKA ASSOC. INC," -. •.-• • • i EXCEPTION - DITCH INLETPE STREET LIGHT S AN P HELD UP 0 1' ; ". �.. Q..:..... ....w.._.....„... ......--.___..--- PER214....., `` ( ) PER(P)- HELD NORTH/SOUTH,0.16'EAST ® 4., . SLOPE AND UTILITY `t, HYDRANT UNKNOWNIUTILITYOVAULTD 121 - FOUND 5I8" IRON ROD R EASEMENT ,, - FIRE G - U ❑ MAILBOX 108 FOUND YELLOW PLASTIC CAP PER SN 25453-DN 0-3' 132- FOUND YELLOW PLASTIC CAP � r .' ... 8 WATER VALVE MARKED"TETSUKA ASSOC. INC." HELD FOR RIGHT OF WAY MARKED"TETSUKA ASSOC. INC." S .. ' " \ PER(P)-HELD-UP 0.1' PER(P)-HELD-DOWN 0.3' S ' - �� I Q Z STREET LIGHT(COBRA ARM) 122- FOUND YELLOW PLASTIC CAP G Cl. Q 109- FOUND YELLOW PLASTIC CAP MARKED"OSHD" ' i• . _.._.. APPROXIMATE LIMIT MARKED"TETSUKA ASSOC. INC." PER SN 25453-DOWN 0.2' PER(P)-HELD-UP 0.1' HELD FOR RIGHT OF WAY `' r, S .. r w .� '`` OF TREE CANOPY,TIP. Et 27p EXCEPTION 1 w,.,..,,.w, Y,„r.,:. . I �,, 110- FOUND ALUMINUM CAP �lr < -PERMITTEDAA CESS POINT "�, a l UNREADABLE c. ` O. :-,.. �r ."1" � i � 104250/50'RTl50FEET WIDE i rn REF'D IN (P)-HELD •s y G S r } i EXCEPTION 10` „....„ w = "^ w. w J •.,..: •f I �..�.. Qcc, 210 4. `�' 5` I ALONG THIS GE ~'\, O 1 I :, ,� LLJ � : S FRONTA r + ACCESS RESTRICTED t G -: i 4110 © 4 •k� N89'52'42 E I C] • / 6.96'(7.04' P) G �1 5 O �� 60 89' 47 9T 37 35' ~ ,n. r \ a (61 00' P) :.' ci (48.00'P) (37.27' P) W - _ M Z�........-.... APPROXIMATE LIMIT „ ''``w,, 1 ' :s+ o G _ �... rn o r . o LOT 37 LOT 36 :Wi in • ` / t0 "TREE_CA.NOPY,TY P. I - ,c"-, P Cu- (7) co 0... 1.7c < ^ rn ... 4 *., LO = .# G © G ' / ,.�`,.. •.w... .. • LOT �' • 'I LOT 38 a 12I. p.„, w,„ .. z s •_ EXCEPTION 11 - -- _. STORM DRAINAGE TABLE « G: ;, ; - „....._ .. SLOPE AND UTILITY --, i f Aql o O 9CO < *'r j. �ASEMEI•t rn o u°0il 1 STORM DRAINAGE MANHOLE 20 CATCH BASIN - = " ......- ,,,„„.. .� LOT��I '. . LOT 39 - - ~' '`�., ' RIM 19076 RIM 1892 0. , IE 12"CONC(E15)=183.83' IE 10"CONC(N - 185.89' 0 ''�,,� SUMP-179.61' SUMP-184,24' o. _ mow. ' y i ,.: 200 " ' ;,• �:'' 2 STORM DRAT AGE MANHOLE 21 CATCH BASIN 204 - ti LOT RIM=189_47' RIM=189.23` :.:. Q'OFFSET CURVE ') IE 10"PVC N 18447 = IE 10"CONC(NW)= 185.08' • PER NOTED TITLE REPORT CH =N6Ta5 '� "E"1�r8.1,5':•, a ®EASEMENTS: IE 12"CO C(E) = 184-39' SUMP=1837$' Lil Z ' /' T;. -- ±»„ �~l „„w„„h„"„„ ` 1PEAN EASEMENT C0 DE MAY 05 1R SL AS FEE INCIDENTAL PU 0 PURPOSES, RECORDS IE 10"CONC(5) = 184.38' CI I- c 4� , IE 12 CONC(W)= 184-34' 22 CATCH BASIN i I D ' «,. LOT 63 w. IP LOTD RIM=188,87' L /�/ 50' OFFSET SPIRAL CURVE "A. IN FAVOR OF: THE PUBLIC LL■ �; �dl ,0,4•:.1- 455.440 SQ. FT. „ ` „ „ ❑ 3 DITCH INLET IE 12"PVC(E) =182-47' Z „„ „ AFFECTS-AS DESCRIBED THEREIN "----- CH = N66°51'03'E 37.81' wrw" u•200,, x... { RIM 1 LOWLINE= 187.25' IE 10"CONC(W)=182.46' • / :,-• `'. „.,..,_ 10.455 ACRES .._. .... _.._r.. ... 1. _ EC _ (AS SHOWN HEREON) r O ,•'' "-•:,- - (STANDING GROVE OF TREES) o o SUMPN i(S)=184.97' IE 12"CONC(S)=182.32' r , v ^ G� Qk1�i'L' l�i L TA 1 ti 0 10 LIMITED ACCESS PROVISIONS IN FAVOR OF THE STATE OF OREGON, BY AND 83.25 `J LL w 5 ^. ` M "„,: » C LOT {ROUGH ITS STATE HIGHWAY COMMISSION AS CONTAINED IN DECREE OF 4 STORM DRAINAGE MANHOLE 23 CATCH BASIN ❑ � CL /-.�_� ;� .......4.,„ CONDEMNATION ENTERED MARCH 03, 1992 IN SUIT NO. C90-114CV IN THE _ J r` „'„,„ „ 4„�., 1 10 CON 183.24' ---------------------^-" „..... „. „ W RIM 18951' IE G N 4 CIRCUIT COURT FOR WASHINGTON COUNTY WHICH PROVIDES THAT NO RIGHT IE 10"PVC(N)= 85.89' IE C(E)_ z Z O `} OF EASEMENT OR RIGHT OF ACCESS TO, FROM OR ACROSS THE STATE y •\ y ice• w -- rywt --- w '' �� HIGHWAY OTHER THAN EXPRESSLY THEREIN PROVIDED FOR SHALL ATTACH TO IE 1D"CONCIS) = 185.89' i •., t 29.94' LOTEp u.J IE 12"CONC(W)= 185.79' 24 STORM DRAINAGE MANHOLE ` s� a •• � :I DD'P) Q THE ABUTTING PROPERTY. 0 i „' �� (AS SHOWN HEREON) RIM=189,10' l" „_. „ 5 DITCH INLET IE 12"CONC(N)= 182.45' J � ....... 18235 ��-/ 0RIM FLOWLINE= 187.18' IE 12"CONC(W}_ i..w. . �T"' .w 11 EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: r n = ` x.02' LOT ti IE 1D"CONC(S) = 185.76' O V I' "-.,„ ��‘ CORDING INFORMATION MARCH 20, 1992 A5 FEE N0.92018168 ( a.DO'P) SUMP=183.18' 25 CATCH BASIN i 4 '` ,, IN FAVOR OF: STATE OF OREGON, BY AND THROUGH, ITS DEPARTMENT OF W (.1) n T i } EXCEPTIO 9 8 RIM= 198-08' v / i 5 FOOT WIDE .....-...-..,._.'--.-..._- --.:..�..-_._,,..-.-_,,,,,,._.. „~ „ z 6 = 195.48 I TRANSPORTATION CATCH BASIN IE 12 PVC(SE) SLOPE EASEMENT -� `~ • 0; Z FOR: (AS SHOWN HEREON) RIM= 189.79' SUMP=194.48' I.-,. r• �. 35-02' LOT '� I IE 10"DI(N)=1$873' > k'. `�-., „ jai (35.00'P) = gRESTRICTIONS SHOWN ON THE RECORDED PLAT OF PARTITION PLAT 26 CURB INLET °O « ' HAWKS BEARD TOWNHOMES. „ „" up o (NO SURVEY LOCATION ITEMS DISCLOSED ON THE NOTED PLAT) 7 IE 10"01(8)=188.59' RIM= 198.64' I." 1f „ vs IE 12"PVC(NW)_ 194.39' 0 8 STORM DRAINAGE MANHOLE IE 12"PVC SE 194.30' ; s : 13 EASEMENTS FOR PUBLIC UTILITY AND A PRIVATE DRAINAGE PURPOSES AS ( ) „„`"� , 35.04' LOT o RIM= 189 13' SUMP= 193.34' a'= SHOWN ON THE RECORDED PLAT OF HAWK'S BEARD TOWNHOMES. .,OM1`` (35.00'P) (EASEMENTS BENEFITING SUBJECT PROPERTY AREAS SHOWNHEREON) IE 15"CPP(NIE)=182.23' k• INLET DITCH INLET-IN TRACT"G" RIM CURB 199_79' .F._.......... �4, 1 14 EASEMENTS FOR LANDSCAPE COINCIDENT WITH THE PUBLIC UTILITY 1 1 I 791^ �•,. „ _. l .... ~'^*� `"`•- M SEMENT PURPOSES AS SHOWN ON THE RECORDED PLAT OF HAWK'S BEARD RIM FLOWLINE=184,59' IE 12"PVC(NW}= 193.84' L. '„'•„'• - ,.�.......-.•__ _-.... r'` 29.94' LOT IE 15"CPP(5}= 182 41` IE 12"PVC(SE)=193.44' " , ••- f TOWNHOMES. \ (30.00'P) (EASEMENTS BENEFITING SUBJECT PROPERTY ARE AS SHOWN HEREON) IE 6"PVC(8 =182.33' SUMP= 192.89' SUMP=180.42' I I \,. '�' { ccn 28 CURB INLET 1 • ' �"�a 10 DITCH INLET-IN TRACT"G" RIM=207.86' z ti `ti♦ - ,w,,,,.,,„,_,, x.10' LOT�1 o RIM FLOWLINE=182-48' IE 10"CONC(NE)=204.11' 0 y " „„- �r ,�::• 10'P) I cn IE 6"'PVC(S)=182.42' IE 12"CONC(W) =204.06' � t f 10.9' „-, ^. SUMP= 178.50' E f �: `` 19A j i 0 29 CURB INLET co ' j . �`` �♦ -,<"'` 11 STORM DRAINAGE MANHOLE RIM=213-02' l�n: ♦�, or, a LOT J © RIM=198.74 IE 10"PVC(N =205.54' N 41 �-- m o 1 IE 12"PVC(N)=191.92' IE 12"PVC(S) =205_54' : OF TREE CANOPY, P ....-- r �\�"♦ �_� IE 12 PVC(S)=191.29' APPROXIMATE LIMIT. TY �i SUMP= 191.36' 30 STORM DRAINAGE MANHOLE 1 ,X ~�. r r . ♦. • �� „.W.....- �, RIM=217.94 rj --11-10- 12 STORM DRAINAGE MANHOLE .......� gs, � � � � .,,,- �,.:.,...: . .,. -...,.....:,. �'�'�,. . ..� TR.°Q`"y- "� �t RIM R187.71'N 31 CURB INLET Ji »,r,.,.... 1g "„ 190 # 'I� IE 12'PVC N -182.65' RIM-218.27 190 71 0 ) ry r ,..,.,...:..:.... 1 1 190 • { _ - ��.._. .....ter. w •. __ -- :.,..�..:..x- -..,,..,,... _ .,... .- -"�., 1°� ... ei i � IE 1TPVC(S 182.66' i� }u 1910 O L� s:irr4 ® IE 12 PVC(W)=182,56' 32 STORM DRAINAGE MANHOLE 19 "j .r ,. LIIJ 185 ' IV # RIM=211.98' ';? 1 $� - 0� •� ®SANITARY SEWER TABLE: E -- -- _ SS �n ��` .;.- 13 STORM DRAINAGE MANHOLE +L �. _ , _ .. -- - - r- � 4.:: .- .- `r} OW -- 19 'r- - 33 CURB INLET (f) 1 ER MANHOLE - ...: : - . � . 1� ''::.,:-,,:. . .,::-•',:.�..�.•.:...�..... _ .... . • ...�_ �. .:.y�� © �® SANITARY SEW .Q �• ' 3 _ EMD PVC(SE)- 183.11' RIM=212.37 1EZO E IS_ r-O E:_ FO FO E EFO �_ _ E• .•,::.. o� - VC(N)0= - RIM IE 8"PVC(NE)=183 09' ® .-- Kr IE 8"P 179 73' " "SUMMER CREEK APARTMENTS" © FO��- - `4 0 OD E 8"PVC(5)= 179.48' IE 12 PVC(W)=183.04' 34 STORM DRAINAGE MANHOL - FO N IE TPVC(E)= 179.75' 14 STORM DRAINAGE MANHOLE RIM-205.94' c� I ,,�=''• _ .• -• - ."_... _�� 'Mi, 7.:1:.:72......,..:L.,„...7777:=7"--7IE 8"PVC(W)= 179.71' UJ z I IRIM= 187.68'N 35 CATCH BASIN c~n oA :. a 444. - E w 1 1 2 SANITARY SEWER MANHOLE IE 10"PVG(SE)=183.10' RIM=205 61' X "` ® �" IE 24"CONC(S)=182.40' i` RIM= 187.89' w ~)~ ti 36 CATCH BASIN I® +� ; I^ ;V IE 8"PVC(N) = 180-69' 15 STORM DRAINAGE MANHOLE RIM=200.31' in 1)11 r LEGAL DESCRIPTION: PER NOTED TITLE REPORT �t IE$"PVC(NW}- 180.63' - RIM= 188.18' O o f ita C� 3 SANITARY SEWER MANHOLE IE 15"PVC(NW)-181.73' 37 CATCH BASIN I LOT 63, HAWK'S BEARD TOWNHOMES(PLAT FEE NO 2003105846). IN THE IE 18"PVC(S)=181.63' RIM=198-60' a RIM=205.97' c.> CITY OF TIGARD, COUNTY OF WASHINGTON AND STATE OF OREGON. BASIS OF BEARINGS: 8"PVC(N)-197.27 .7 u? BASIS OF BEARING WAS DERIVED FROM THE FOUND AND HELD 8"PVC(S)=19722' 16 CATCH BASIN 38 STORM DRAINAGE MANHOL ECI RIM=18721' RIM=199 85' v MONUMENTS MARKING THE EAST LINE OF LOT 63 ABUTTING LOTS IE 10"PVC(NW) =183.71' DATE 102105/2016 c 50 THROUGH 61,AS SHOWN HEREON, BEING SOUTH DO°07'18"WEST 4 SANITARY SEWER MANHOLE 17) 39 PER THE PLOT OF"HAWK'S BEARD TOWNHOMES" RIM=216 32' SUMP= 182.71' 39 CATCH BASIN DRAWN u MJZ � GENERAL NOTES: 17 CATCH BASIN EIMO"CONC(E)=174.09' m 2 IIII 1.THE LEGAL DESCRIPTION AND EXCEPTIONS SHOWN HEREON ARE BASED ON THE DATUM: 5 SANITARY SEWER MANHOLE Iss DESIGNED MJZ N p RIM=187.28' = PRELIMINARY TITLE REPORT ISSUED BY FIRST AMERICAN TITLE COMPANY OF OREGON RIM=210,63' 40 CATCH BASIN CHECKED ELEVATION DATUM: CITY OF TIGARD(NGVD 29) IE 10"PVC(W)=183.38' r , KSR ' FILE NO- NCS-712145-OR1. EFFECTIVE DATE JANUARY 15,2015 AT 8:00 A.M. BENCHMARK: 2' BRASS DISK IN MON. BOX SUMP=181.93' RIM=179.22' �J m 6 SANITARY SEWER MANHOLE BEING SECTION COR 27 1 28/33/34 IE 12"CONC(N)= 173.52' PROJECT# f 21509510 -e 2. THE WORD"CERTIFY"AND/OR"CERTIFICATE"IS AN EXPRESSION OF PROFESSIONAL SURVEY NOTES: RIM=206.11' v LOCATION: INTERSECTION OF SW CONESTOGA QR. 18 CATCH BASIN IE 10"CONC(W) =173.47' Oa 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 SW 125TH AVE, RIM= 187.09' IE 12"GONG{S)=173.32' Ct SHEET TITLE N -o DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL WARRANTY OR GUARANTEE, EXPRESSED OR IMPLIED- WATER LINE AND VALVES ARE ON THE PROPERTY LINE IN THIS AREA. 7 SANITARY SEWER MANHOLE N ELEVATION! 240.67 FEET RIM= 1997 94' IE 8"PVC(5W)= 183.14' 0) SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT SUMP= 181.89' 41 IE 8"PVC=181.05` EXISTING CONDITIONS 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. FIRE HYDRANT ON PROPERTY LINE .o THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. DUE TO THE HAZARDOUS 8 SANITARY SEWER MANHOLE SHEET NUMBER „ D3 MULTIPLE PUBLIC UTILITIES EXIST ALONG THE NORTHERLY END OF RIM=189.08' 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. SW HUNTINGTON AVENUE. 8"PVC N 181.82' RIM= 187.08' Z SEND FIELD STAFF INTO UTILITY MANHOLES TO RETRIEVE DEPTH AND SIZE INFORMATION. INFORMATION SHOWN ( }= O C 1 0 n E ca 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 8"PVC(S)=181.73' IE 8"PVC(82. =184.23' U E E4 NO BUILDINGS EXISTING ON THE SURVEYED PROPERTY. SUMP= 182.88' OF MANHOLES. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITY LINES. STRUCTURE CO tio Cl_ LAND USE# SDR 2015-00004 1 .:,' es „� ss) ___ 0 c9 f- s 0 * O^'• a0 :. .-` - 0 >_—%.::-:5 , , f : prn .. f G g t i • U7 "--- *1,40%:%'-'-' y I 1.141 -4:11:, N+ 0 41101,,.40- G _ tpll::.' O ��' �`rte +r-2- ' ' --.----: ' -' .e.e* '4. 0 ---..- ...400.4 -------1441.... 5 , kio.f �_f I � ii /S5 /GN / " Yom;.; 1- CI g ,§n lH......'r4.14. 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ELECTRIC JUNCTIOr . r . . i ZDATE 21/12016. .i '56 SITE INFORMATION --- ,.,......1.0.,:i,----"' o ZONING: :5sF(ia455Ac) cs - v CO • fi � LOCATION 1 S133AC 14500 .- ` s � K.,< y ^: PROPOSED DENSITY 240 UNITS _••• • , .; ,wr 0---.....„,..",aI � �,' :. as c „,----.-- Y..,,.a � c;.m'^••,r rv-„,,.x9^ •y”".,..+a'`'.```+ �aav' �,-css"'sa '%-'� ' _ _ co 0 `„ae:'' '''. :.`+ y.' - '''moi SITE PARKING STATISTICS • --- ,....:0-„ �.� l a.} ` " - a :D. 0 VEHICLE PARKING STALLS •• "" �/fi - 1 N CQY` REGULAR 18.5'X8.5'STALL WITH 28'DRIVE AISLE: 144 •� „YY �� " + 'l Ya.0644- .,. 14.1.''' s q� N-r`{ �` + 0 REGULAR 18.5'X10.0'STALL WITH 24'DRIVE AISLE: 27 `+K g �` w oCk COMPACT 18.5'X7.5'STALL WITH 28'DRIVE AISLE: 58 ••••". �`,„-----,„---.K0'51-',----- .N ""N ` } 1 1A "' 0 il ADA ACCESSIBLE STALL: 8(8 REQUIRED) I ,+.a.•"' : = ` .• -'`~ �,++ ERGO p�EM Pp e• _ , / GARAGE STANDARD STALL: 70 .4. a EF PR �0 GARAGE ADA ACCESSIBLE STALL: 4(4 REQUIRED) ,- 1 / •• FOk PSG�a�S M�N�S 3'''� CARPORT STANDARD STALL: 93 /..... .----^ -, :"`` ,.: '• �Rp�1� `` *"` . `' .„.:,. CARPORT 5 5 REQUIRED) ••• Yl ;� ` . ... �eY „f++ 1M + -' .1" . - . ADA ACCESSIBLE STALL: ( Q ) v TOTAL VEHICLE STALLS: 409 STALLS "a `` " � I 1 • • BIKE PARKING STALLS _ F°a'``- '--- `.-,_+`00 X „. .. ,�,� a / lit,: I N Q a �I f .r'>°" I I . 1 r Z W rn GARAGE BIKE HOOKS: 74 STALLS �� •— � , ""'" " �� 4 . I I. o 2 aWI -m l d fi. 14-0'RIGHT UT = a . N H 3 COMMUNITY BUILDING 8 STALLS :+ �' ,� ,:- �r+• �► / W - /---— �/� .-------- ' z p RESIDENTIAL BUILDINGS 40 STALLS "• Y 4"" s ��A531 �` � a� ' . I I O �' W" r'a , _` + fry � 0Lp ASN �. .� . : __ , , iii -� X2010,,,...,....,..--::. I'yFs rr TOTAL BIKE STALLS: 122 STALLS „ N ` •SAS �(:)!:,1,,,,r.:,...0,-0.°'„ w• "�<.s` r` :•''" �' ` .„Y 'r'"� ” 14.0' 4A-Vier lLj . -- /4 .0. 1� :n; w?` "� • RIGHT IN � ' � � �%� -'-------T— _ "J,•,++ wry "` �� '' l /,' ;` i • ..,..% ,..+ I _ ilk ++ ::::::: 1:44.4PIT' ---'--" - '''''''''•:'-..'"..-. ofr: ` °" � 1 i 4 REFER TO CITY OF TIGARD PUBLIC •• �> � '" �' ...�.t• i111111111111111•7 ,t , 1 i IMPROVEMENT PLANS FOR ,.:$ „Y,•++, .-++- . • .r: - . % 1 \ -:\''' HUNTINGTON AVENUE :, . . . , :`` •. �,,.' f- ' `'�r ,.ia` ...-s•-• -- \, • 30,0' ENTRANC' 1 . !� �� IMPROVEMENTS I w '_+ x,` r ` � ,` �'" • . � � / DRIVEWAY 1. \ ! a-? ,,,,::�'" • .0'Pel .,•••''''''-- /,:.'. .. .• L•y•"' .� / 1 ttt'' 1 • 5`` / t5 t ',._ "_ .,�� \ ` • `� r w r t x yam — / �/ • • y•rte �I 7 DCDA � , � . � o ate' � I ,,,T 'f V ,..* y.. , ,. n - - . iii C202 . ..:, i„ .,.:_.,....„,,,, ,, .. ... , , . . _... ! , CLx < 0 '.:::',.. 1111 F I • I tF • • .: •u,.. .,:' iii .r- � 1< } , . .. ` ''y me:?" :+ : \-- :a.:,E1.--. 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L i I WATER VALVE [ p r I o 1 — J ,www�w,wnw� ww,w,wwwwm w.w.wwmw,,.- ,r .,..r.+r,rr �++M+r� .w�.rrw,wwr. wwwwww:wwwr 9 t7 E f �•'•,( DI.4 1 : .•4 I I I <,. -)--k - EX. STREET LIGHT (COBRA ARM) ., EX. UTILITY POLE o � TT � i 1— ITT- T ` - 1 w .....................w._ ..,............... ..........„..,........ . . . � � C T -T 1— T- T �l • A �r LLI - : I EX. TRAFFIC SIGNAL POLE 11 I l I I I I I I ; I I I 1 -.. -. •:,,,,„,,,.,,„,,.,,„,,,,,,,,:.,.,,„,.,.„,,.,::, .,,,,,,,,„„:„,„,„,,,,,,,:::,•:::...:....:..:.. ..:-- 1 f 11I .1 „: :.-,- . - - I�tllIY1.�Y1:�1�1� ..Liar. .. - �.�.rr� q--�'...'lq.. I _r ::. . - - , ' . :. -: : \ EX. SIGN POST ¢ 20.0'SETBACK r .• F.<. k �� ' F11111 --- = MINE' - - EX. WATER METER BOX 1 z •3: 3 • I PROPOSED CURB j ( L 1 .. C206 li . »� E I i ----- - PROPOSED RETAINING WALL . . ,,,,,,,,,„,„,„,„,„,„,„,„:„,,,, . - PROPOSED BUILDING �/� I V J ? 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R , `` PROPOSED BICYCLE PARKING O t I. v � o �,, � � � ��' 27.0 HALF ROW .>I I REFER TO CITY OF TIGARD PUBLIC - 7 � �; z. IXPlRES:12/31/16 � . -�. �n�n.�»� �. _-m. : Wim» , .+ ., , .: .. .. .... .` II f STALLS r,; r� — ""•••.. ....�.._ ,.....,.,' .,...,.,,,..,..,_''''''.,. '''''..,,_..,—'-T. . .,..y-' .....,.. PROP.52.0 ROW -..._.,,,-,._.,.,-,•. ,..,:..v v. :.,...9..v K S ,: W /':.', °> v? z IMPROVEMENT PLANS FOR HAW w i 52.0'ROW EX.50,0'ROW BEARD STREET IMPROVEMENTS ' ,, * ' ,•••.-, %{ ' DATE 102/05/2016 o s�, ;: f. SW HAWKS BEARD ST t .Li •-r:2) O vv .: , ,~n�, _._ --_- "" DRAWN MJZ • t , +: --'-- -. ..., ............. :,. : : ,: ..,......v ,.,,R::.-v w.,,, -...... ... .ems..:-a..,., u. .,b. -r�. k.v++,.1,,,,y :x. •.,,. • a vn ,a.,Ny.,,.r'•wu va.,...-v....,.. s . .<, -. ...,.... ............. ........ . -. ,:-•:•••••:::: :•:1•:K.:-.%::::•...,:.•-. ,-.,..,. ,,,,,,:.34' ,.�.,..,.. ~:..Kv.ft.�xnr,nt 02.� ,,..•, ..swr ,r,ar„K•� - ',. 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V• `' ' ” PROJECT# 121509510 MrW SHEET TITLE J a ;•, `~ _�__�"" OVERALL SITE PLAN ci s �s l' Vco cr, J SHEET NUMBER N i.:1: (1) SCALE: 1”=40' Z � Nr � C200 Zi 6 40 20 0 40 V LAND USE# SDR 2015-00004 0 '-51 ''''''' ''l.:„1.... ..✓'- 1 r •• rrNs,.+' ""'. ,:.'i r'^• r a�.e �i"' ..-.':' }r+Ar+ I �I di.‘.r .-."'�`�'' ,,,.-rt,'''' :.•"`^'`'-`�f I .,...-:.':1`.;''' .,;,::..'�'""•'.: ..�`' i �I'io .rti:-• • -/ LEG1.�1\Dco 1:3 rte^;:`` :r?•?•-•:.' n^`' ^, v..ti ...1:11,,::,. ++ -r✓� 0- ...---- -�� K:= .-= �`° ------- - :: : 1NE TING BNDARY Lco 0 I� 4*.'S. ` ..:'..„�'`+ .�^"" !' I - TERLINE ,_ r'''''' EXISTING RIGHT-OF-WAY LINEco o "'f - -" " ±� `' __ __._> .„..,... �� - PROPOSED BOUNDARY LINE I .I .. I /•' "`". �..!�"''" .,,r:''"• ,.wee^ _ :. ..••♦ �� - �r • '• I / w" ' `{` x ^-' ��' „. `4 - - - : 1EMENT a • X. FENCE LINE I� a. : :^,�:rs.w �_'> r I EX STORM DRAINAGE LINE O x, : : e. s ^`' .:y --� is - l. • t • '" '- TYP. 26 // m,...�,.,,.-....,�..�, , . _,�,,,,.,�,,,..,.,.�,....,... - EX. SANITARY SEWER LINE .--,-.7::: :',---• REFER TO WASHINGTON COUNTY �� ,...e---•••,.'....-:----"" _.,,,,,--.•,,,,, PUBLIC IMPROVEMENT PLANS -:- - f EX. UNDERGROUND WATER LINE "`r'' "`` EXISTING RIGHT OF WAY LINE TO BE VACATED -" �..� 8 ,� ^ /// w w ,` '�•" Fa^: `" FOR SCROLLS FERRY ROAD IMPROVEMENTS - .• r; �- - EX. UNDERGROUND NATURAL �� ti- GAS LINE ,.w -r. : ° . 23.20 1 __m . • :'>!':r �._..............,....-.. - EX. OVERHEAD WIRE o • 2.00 PROPOSEDRIGHT-0 CATION / ""` ''M f 1RIGHT-OF-WAY DED! �. �, �•tr I0�� ®\ 4 tib .. ''! z W w may: " Y ;t:r,..` Rif V •, .- " ' 20:00' BUILDING .1 - EX. CONCRETE SURFACE • z � _ c' N M. FE -+- SETBACK(TYP.) 3 ^ '` N01 i� ,,,,--•-' s "" G ALL :^,,, TYP- '/ 1 �w - EX. SANITARY SEWER MANHOLE a O a ~`r V r .r^ -- ,-- `•'".-..,--,-,' . .. .'• iiiiii. ..4e, . 1! EX STORM DRAIN MANHOLE .. ik i EX. CATCH BASIN .1 ; .: "' '/110...e I s.. .- - EX. CURB INLET w. Cn .rr: �,� �' EX- BITCH INLET 800'P PROPOSED P.U.E. ✓ P05ED P.U. � - 0 . < {� - �� .� `? - EX. FIRE HYDRANT ..,,, 1 a..,,1•'' 5.00' W „• • :... �.-; 38.00' ` - WATER VALVE :•. -74L1'"' �..,: '2Q.00'BUILDING SETBACK(TYP.J �' 1%' ••.r: N<• EX- STREET LIGHT (COBRA ARM) _ � '�`` /.� ® BLDG TYPE A3 "<s - EX- UTILITY POLE ; �• - • / 23.37' L • LLI Q ' � _ 1 �..�_v.. • 4 5.50' 1 •:• EX- TRAFFIC SIGNAL POLE • ' '`�'� -.11.1e• ......x - EX. SIGN POST --� \ .:'•' . ''''e">:1'. � 4 TYP. �'' , • • . ; : ,, II TYP. ,., 23.06' �' �,, ¢ :°; - EX. WATER METER BOX "" �I� 20.00'BUILDING SETBACK(TYP.) 1 0 � . • I PROPOSED CURB 5.00 / ie. _ • 5.00' 1, PROPOSED LANDSCAPE SPLIT FACE WALL I..L. ^:fir- - 1 , I� 5 �a m ,!'� ' / e :a / '♦ III TYP. w O 4,011.11...., e �� PROPOSED BUILDING --- .0. �' -- ' �'�,o 7.00' 4001,01/010P-, a a7 o a o o - PROPOSED FENCE -o *IP % . I CI. ,D ` PROPOSED CONCRETE �y "'�� /� .. � 6 TYP- �* -fi _,• a 7,00' � � � � :':: '..';� : ••.,• ••' .. - LL • , • / a 8.00'PROPOSED P U.E. (TYP.) ° , - r - /• / TYP. : .� / 1 i0iaii •i••i0•►+i*i - PROPOSED WATER > n V 411111* r+ I QUALITY FACILITY �N/ /� 5.00' t) TYP, 10 I N71.1\. L.L.+ � 11,,,,N, , d� / CONNECT ON-SITE WAL' :` , - PROPOSED PAVEMENT W • �.- 5.00' c� / •. TO PUBLIC SIDEWALK • % z o� 25.50' ® PROPOSED BICYCLE PARKING w _ � 3 SPACES @ 8.5'X18.5' ' " STALLS LL 1 © f / It4 z e t BLDG TYPE A3 8.004 Q 1 2�aR55.00' .. O )111C>:- � �� 8.50 ` B 8 1 SPACE @ 10'X18.5' • .4- , �' R47.00' a 1 Z W 1 2 1 \ ,: . : -, I * •�� 1 R. 0 R64.0' .. 1 CI ...::, -11- -R15.0' 17.00' • co TYP. PROPOSED Z 0 PUBLIC CUL-DE-SAC n 15.00' 2 SPACES �a 8.5`X18.5' a REFER TO CITY OF TIGARD • . �•/ Q \ , 2 SPACES @ 7.5'X18.5' PUBLIC IMPROVEMENT PLANS 1 J 7.00' CL f TYP. 24 6 TYP. Ci R36.0' 14° FOR FURTHER INFORMATION a 1 W VP RPO 1 1� TYP. O 0 0 �• • ,- , I % • • :.' • '''..... . ::.. � � '' � � `�' Cly I - `` , © TYP.® nn . \ k ��0 f1� a / coVJ v . 5.00''' .. • 1 '°a,@ air- 1 / 4 e 1 V\c'L- ' 1 0 + Ir / 1 m 12 14 \ \ 0 ac;�� 111.111111111111111111111: � CONNECT ON SITE WALK �� _ • cis � •,� R150' � ASPS •;'.'�� .. ,� - TO�Ii$L\ . . \IDEWALK •... -.4: --..--:-..-/. : � �.. - . \ tal$ 1\ --d •,,,.„,... . 700' lc , . , 4.00 r 20.0'BUILDING '11\. ' . : : H jef-A . '"°\ 8 d SETBACK(TYP.) UTY3'I . 4 1 8250' ��8 u� N I • • • • ili 49 CES@a5 8.50' 826 3' 1. .50' • I I I ., 1 cDg ' ''''7. _ /. 1 SPACE@75'X18.5' ;..;...• 1 . „r .. , .......I 03 • :, .. 1 •It, ,. I .. .,,.„ . . 1 .. .....„.„.>_...,:::v;:- . mow mom MEM MN= 7M\ 111111111111111 =NM 11 11 .ZI1( iATC�ILINE - SEE 5 EE CO4 i .:i1 . . '1 !. .,.. 1 1 ._... 0‘..1,<. ,. = 7 '" 0 ' < • t • • . : . I 0 -..! • ' O.fp ..,ra.••:•:'•1:1 • •••7"':' ...."-1...„;"'e'"'.•-..".• •''4 I _ 74 III D Z Q i *rid�� f . I ll'. . R� I 1s t�r ti t_.6 Gl\ , �P�G � . ;. .. x'41 / r- I•- �. ;.'-; ..; .. ..:cc:, .:. :.'i. s ;;,.,,...,: ": :. 03 r R: LII.:1 y. • i ;�' H ��nEQ °FES SITE NOTES .-`- 3�. J i. �- o.. 00 J .' z �� \ G I NSF s%� E ' ` ::Kai, IN aI; - aaa:aaa•:aa i 1*1p i Eri-`W 1 W 65433PE o I I CONSTRUCT EXTRUDED CURB. EXTRUDED CURB TO BE INSTALLED IN ALL LOCATIONS WHERE CURB IS NOT LOCATED IN n INSTALL STANDARD ADA ACCSSIBLE PARKING STALL STRIPING AND SIGNAGE. REFER TO SHEET C701 FOR DETAIL. LU FRONT OF SIDEWALK. REFER TO SHEET C701 FOR DETAIL. I 2 It g mom m: r 1. i aa' �•-'_� r a: na °ii_ a_ II 1 c 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. 11) 1 .1 li _tiTilli.11 ' � * - rill I D �Go GB ao U ' �'. tea." <t \, I . ,rte. .+�:! 4i r. ,::,,::.:-- ? f CONSTRUCT CONCRETE PAD FOR BIKE RACKS. REFER TO DETAIL ON SHEET C701. ' `. - -: - - • _ -- __`® _ <' /N S. Bu - a, CONSTRUCT CONCRETE BACK OF WALK CURB. REFER TO SHEET C301 AND 0310 FOR GRADES. REFER TO SHEET C701 FOR DETAIL. 11 ".,:,........, „y :,,,, •k• ,.., - ':_<:.,' ::,> r , : •}'Lb'lilri'' :. ...:o . <' :-:::.': "" O 3' :.4 } EXPIRES 12J31/16 12 CONSTRUCT CONCRETE STAIRS. REFER TO SHEET C301 FOR GRADES. REFER TO ARCHITECTURAL PLANS FOR DETAILS. '' ' Irs :.,•:n.,,„ v.�: CD t- 4 CONSTRUCT STANDARD CONCRETE SIDEWALK. REFER TO SHEET 0700 FOR DETAIL. " ` ^' vDATE 10210512016 13 CONSTRUCT CONCRETE TRANSFORMER PAD. REFER TO SHEET C700 FOR DETAIL. REFER TO ELECTRIC PLAN FOR FURTHER INFORMATION. KEY MAP Z 5 INSTALL 18" FLOW THROUGH CURB KNOCKOUT. REFER TO SHEET C700 FOR DETAIL SCALE: NTS O DRAWN 1 MJZ 14 PROPOSED CARPORT TO BE CONSTRUCTED AFTER COMPLETION OF PAVING. REFER TO ARCHITECTURAL PLAN FOR FURTHER INFORMATION. I- DESIGNED 1 MJZ ry � 6 CONSTRUCT AC PAVEMENT SECTION. REFER TO SHEET C700 FOR DETAIL CHECKED I KSR 24 CONSTRUCT MONOLITHIC CURB. MONOLITHIC CURB TO BE LOCATED ALONG ALL CURB TIGHT SIDEWALK. REFER TO SHEET C701 FOR DETAIL. / \ PROJECT# I 21509510 CL m 7 PROPOSED GARAGE. REFER TO ARCHITECTURAL PLAN FOR FURTHER INFORMATION. Alb. p �" 25 CONSTRUCT CONCRETE WHEEL STOP. SEE DETAIL SHEET C700 L.L SHEET TITLE m 8 INSTALL LANDSCAPE SPLIT FACE WALL. REFER TO SHEET C301 AND C310 FOR PROPOSED GRADES. REFER TO 26 PROPOSED PERIMETER FENCE. SEE ARCHITECTURAL PLANS FOR MORE INFORMATION. I- SITE PLAN SHEET C700 FOR DETAIL. Mr ._ ci c+ .o (f) SHEET NUMBER N . SCALE: V=20' Z E N . -� 0 0201 5 m 20 10 0 20 o_ LAND USE# SDR 2015-00004 .. 0 O T II r O3 i co r, ;.` : ". , `y .=' a '' J N C O ?� "f " �~ LEGEND �' r I ; ': �,,. " + r 4 — EXISTING BOUNDARY LINE vs ID .rr r"" 14.0'RIGHT OUT` - ca . ... 4\ s > I :. • f.. EXISTING CENTERLINE cin E I "ter " r�J � �" -- -- EXISTING RIGHT-OF-WAY LINE Ia f r� . ter, ,,....00.->. ' .l.' d PROPOSED BOUNDARY LINE I in I »r` " ` �1R • I �, - - PUBLIC UTILITY EASEMENT N V ° . M I 4•0 466 �I ., TY' •a EX. FENCE LINE 0 IREFER TO WASHINGTON COUNTY $ • °' � • f - EX. STORM DRAINAGE LINE �� l. '` � :,e. PUBLIC IMPROVEMENT PLANS e',. ' •I •:-: 0 ""` FOR SCROLLS FERRY ROAD IMPROVEMENTS "0'1 a - EX. SANITARY SEWER LINE I� �; •�'" ="�' R EX UNDERGROUNDr•F"'I___—.- - RIGHT � � NATURAL w . ROP 1/419 O I NN:::••••P• � 0 :.w. :y" �.: ER _ . I I �� /'0,. �. ....................... ..,,............,.....,..,..... - GAS LINE ..;•• . _.'_,....'11,,I...41 1,401`LS ' ?`, .0 kW :�� it 101. 10„,.. ' EX. OVERHEAD WIRE :-�� V rte," - • •' .'L. I 'I • ♦A �� / SW S ``' • 4 �� 29 54' - - EX. CONCRETE SURFACE o • • .„................„...w. ,...... ,......„., ,..,....• vt lliel - N "F .� .° - EX. SANITARY SEWER MANHOLE v�, ,". ``" r EXISTING R y�': WAY LINE TO BE VACAT fi "° 6 . . R50 0 Iiit ;M420.0 �" O _ o `` R64 0' 1 BLDG �;.- - EX. STORM DRAIN MANHOLE x L = / f,. �'i _ a J R50.Q' �1 - EX. CATCH BASIN x P4 C7 a r.- rr ,< ROPOSED RIGHT OF DEDICATION. ' �r, * I 12 00 P WAY DED _ �, P $ •'. . / i‘.„,.....: . �'��"`.�• R5.0' • ; ,;; ,: - EX. CURB INLET s� •' '/ 23.37' �� 1 :•,..,.;: . X_ I �, • �:, r a: - EX. DITCH INLET r 8.00' PROPOSED P.U.E. (TYP.) '" .�• °�;�� ' R45.0' �� .• ~i. k - EX. FIRE HYDRANT . ` : 20.00' BUILDING SETBACK (TYP.)''�� 401* ��.�.•. .t.;......! 1 WATER VALVE 4 "" '� illr 15 25 ' �' 4 4.' ' Ilk ft, 0 ‘• - EX. STREET LIGHT COBRA ARM !''+- 5 D0''1 V J "� `� .� ' _i EX. UTILITY POLE I-- ...--"--- c‘14, y '' �� ' 4„:„.. �� % 11111,-- � -: --- - EX. TRAFFIC SIGNAL POLE .wt� �.-..- •: —/ / 1 111 I U 26 �' �*� f Lam' ".8'-'.7.-5--1.-----1 .75 �1 ,,._,, . EX. SIGN POST 4 :..n W r.: / , / A.®. 23.80 1 - �' • • • j. W ,,.r �I � 0 •© _ EX. WATER METER BOX Ca / .,;,.. / fj PROPOSEb CURB �•,•.:' �...♦ •'d • N +'fi1 .. -_. - 1w � ; ��✓� �� BLDG 3 TYPE A3 %1111 �1 24 TYP \T,1144e PROPOSED BUILDING SPLIT FACE WALL :.,." 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J 4.40' :igiv.„„„.._ / G G� -�-- W = 12 I m -\ 750' _.! - _• _ v o (.9 © 1 R15.0 0� ~8`� �1 SPACE@7.5'X18.5' I.: � �,: �/�— r^ Ci) I / �� 8.50 51 85� - - it lir_ Iii I�r�i' • 1 V J V J � c ' , 1 1 SPACE @ 8.5'x18.5' SpAGk_S @ t. 1 i ( Ma, '. .....,. ...-7:- ----;,--..:-,.. .,-.,;---.-----101.4.A., ...i.--trie -- , ,_ , . ..„--,-c --- , ,,,,I, „,„.., \ II �SCD' r t ti. illipi _ .r.,,,, ..i on e ,,l11 �i / 1 p�G�@ .r \- \ 7.50' \ .____.--,----: 800' TYP. 8 ,� >; -:�cvo .\ ,.,' / ! �/ . 1 SPACE @ 7.5'X18,5' G1 ,r .f.--'----* occ) 0o I- - - � I��I��TI�P. 24 y�r / ' l��p $.50; -i' v ( t '� likki..;:-.40_ j 1 CPQ GE 7 — / I 1 cc: r 1 -- �" cP p,R�` • 8.00': 16 ® - ¢ 1--•- .-a - i n '�• .1 _ : 1 11111:11*O> \ 8 00' f / TYP 6 •a 15 4• �• o- .. .r v, �[ ■ _ - .,..,,.... ..07,.,,%,..:. • , . 0111.,.0...-.4'_:„ . .1 . : ----- ' . .. ' ..'3. .- ., 71A11% / 9 15 I • • SPS' ® 5.00' _ A• )1.: G� -GA a ®:1020141R Hi A �" ■ . .. .... t— - �- ,IA IA AI. IIA I,AE .1. Q� _ 3 i °' I Il■dll ill i'A 1 - IIY 1t 1 1I O ,` ._ - MATO• - E f SHEET<C2D5 .. _ _ iti/ \ Ili - '-----#' S . :r �lig* � .. 111111' 0 BBQ. , eV ' ..s. li.d. ,,:,. . ......r...,... . 7--,:_:—.:, . . ......... ... tirni............. % \ \ \\. . • , -, . ••,, . . .., ..„.... .-.• - II . D .I II • .• • . 0 0 � ® KEY MAP ,20 ofs, ,D 0 \•:\ \ \ .a �\ ........, -ill ' ., 4. ':. -.. : * . . 7 .• r SCALE NTS M h J Q / �,�D PROF SITE NOTES ..:::.:).:.•:.:.:.:,::.::=::.:::::: Z �� 0NGINEF� °�-� O SIGNING AND STRIPING CONSTRUCTION NOTES W 65433PE m 1- I 1 J 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. y 0 9 20°� R 17) 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 INSTALL RIGHT TURN ONLY (R3-5R) SIGN. SEE DETAIL ON SHEET C701. /N SS F� s, R �� 0 O a 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 CI TO SHEET 0701 FOR DETAIL. b15 PROPOSED GARAGE, REFER TO ARCHITECTURAL PLAN FOR FURTHER INFORMATION. Z DATE 10210512016 o a, I ' I CONSTRUCT STANDARD CONCRETE SIDEWALK. REFER TO SHEET C700 FOR DETAIL. DRAWN I MJZ a 16 PROPOSED POOL FENCE. REFER TO ARCHITECTURAL PLAN FOR DETAIL. — DESIGNED I MJZ 6 CONSTRUCT AC PAVEMENT SECTION. REFER TO SHEET C700 FOR DETAIL N 21 PROPOSED POOL AREA TO BE DESIGN BUILD. SEE DETAIL SHEET C700 FOR POOL AREA DESIGN REQUIREMENTS CHECKED I KSR 0 m ° 7 PROPOSED POOL EQUIPMENT ROOM. REFER TO ARCHITECTURAL PLAN FOR DETAIL. PROJECT# 21509510 CO 03 24 CONSTRUCT MONOLITHIC CURB. MONOLITHIC CURB TO BE LOCATED ALONG ALL CURB TIGHT SIDEWALK. REFER TO SHEET C701 FOR DETAIL. c SHEET TITLE INSTALL LANDSCAPE SPLIT FACE WALL. REFER TO SHEET C301 AND C310 FOR PROPOSED GRADES. REFER TO SITE PLAN N 8 25 CONSTRUCT CONCRETE WHEEL STOP. SEE DETAIL SHEET C700 co 0) SHEET C701 FOR DETAIL. N :2 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. vJ SHEET NUMBER cv m SCALE' 1"=20' Z 6_ 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. OC202co Nimmm iiiii CO Cr 5' .6 20 10 0 20 U a_ LE LAND USE# SDR 2015-00004 v 0 c� CD 1 :: Fig co �+ -- - - J / � .-.:------ ......,...„..-...„...-::2:::::-''' �` 117.0 PROP ROW �' a :::; ,'- tea.: _ f:14;•...;.;-:------ rvr , ,, .F.s ,. l': LEGEND ;` ' - '` �'� " f ,. •`" ' j� :� ;� -- -- EXISTING BOUNDARY LI NE 0 N // "' -''" � ' � �i EXISTING CENTERLINE �• � �`� •' •' -.�''` '"� - r.•' -- -- - EXISTING RIGHT-OF-WAY LINE , 0 • ,,�.• W -'' ` / !' ``,• ri r .� - /' . .. .—..r--.- - PROPOSED BOUNDARY LINE ;.: 401, ` �.�`� 6�• �� _,, ..,,: 12.00' PROPOSED RIGHT OF WAY DEDICATION �' d ,,, ,� f� /�i - - ': • �x ' PUBLIC UTILITY EASEMENT M' r �f EXISTING RIGHT OF W TO BE VACATED ` ; s -‘•-•.'-'---',. w ":-"r :�=` , " .6 - ` _______r____________e___ ______- EX. FENCE LINE ; r .,...-------. ,000-# - .-• ,.ter AY LINE - EX STORM DRAINAGE LINE �' �� .= •� _----._..,�._.- ...._..,_ ,.�._...-,..,..,....-----.. - EX- SANITARY SEWER LINE S,� :... ' "" :.,f` s•• 2fi EX. UNDERGROUND WATER LINE �,a „r • • GROUND NATURAL ` •• fi'f ' 105.0'EX. ROW aIlk\ m_w. - EX. UNDER Oa 3 3 f" •�'' I0 GAS LINE -71 J {i • r ROPD TYp. 8 g. /f -, m w„ EX. OVERHEAD WIRE O < a f?r ��F RY 62.1'HALFROW ' �� i .�' :, '' P 7 a ROW F� ' , c4 ::.:-•` .--':-PRO , 11 { } 4.1 '` :•`''' : ' ' R - EX. CONCRETE SURFACE x 3 tel` ',. SG '` <: `. =� „� .w „ "'f t .- ' r • - 1�1 s - EX, SANITARY SEWER MANHOLE '1 8.00`PROPOSED P.U.E.(TYP.) �' "' EX. STORM DRAIN MANHOLE E •�• y- -t - FSC- CATCH BASIN Jim BLDG TYPE A3 w , i ' • 20.00' BUILDING SETBACK{TYP} EX. CURS INLET Cf)^ 1s •- : • - EX. DITCH INLET V J i : BUS STOP w ff ,. .. a • ' -rn EX. FIRE HYDRANT Z �•.d a '/ TYP. WATER VALVE • ' 8 TY ,' ' • w _► , N° ` 0 i ., .. EX. STREET LIGHT (COBRA ARM) : : .. *t"j % tf _ ..--• �� -.0. - EX. UTILITY POLE ~ 4 RISER STAIRS ® -<....: � ___4,-'--' ' b — �, � \ \ �s.::V..•:•-• - - EX. TRAFFIC SIGNAL POLE ' �' 5.00' �I / , o �' _......,....0,-- --\;:.°1'°1 \ 1 € @ o \ \ Q R - EX. SIGN POST 1 $ . .: ` iiiiik' 5,00' .\ 6 TYP- \ \G 642-;-----111k: :\----111-i--- \ �� EX. WATER METER BOX y,, DLL i A \ PROPOSED CURB : ' • • 5.00' '' O TYP.® PROPOSEDLANDSCAPE SPLIT FACE WALL Nj 2a 0' - PROPOSED BUILDING Et • i / . ' > 0 iii �� nI p�a��1S5' a a ¢ 0 0 o PROPOSED FENCE N. f i ./ •• , 26.26' ••7 / 14, aVII\ 9 I St t C!) :: :;; L.L i: Lu • �,:,• It = , _ _".; PROPOSED CONCRETE o w r . .. .• ' e *ilk\ c 14 I {� •• ••••• ��y�4�i��• Z �� , ��i�i9''i'�i�i��'i�i�'i�i��i�i'i PROPOSED WATER w / © / F- `I �f' / R150' / �[ QUALITY FACILITY BLDG 1 YPE A4D 1 :. _; �/ 5.00' 1 '" :..'.• PROPOSED PAVEMENT < Z � � � � 30.00' _ �I��' �� - .� . t\ . �' 19 ---R 15.0' etp 4 SPACES @ 7.5'X18.5' \ .m ® PROPOSED BICYCLE PARKING0C� ..,••::,_:,,... , ,A, i• 11 k ` • "a 4 '� STALLS z —!, •• J Z O ______25 19' Q ,..,.:::,,,:,,,,,,,,,,:,,,,,„,::::,.„,,„,,,,,:,:,,,:,,,,,:,,,,,:,:,,,:,:,,,,,:,:„,,,„,,,:„:„„,„:„,:„: • .. : I ,_ • . 'ky, e TY F'....................................... . . . iri _ �,w 5 00 J Irl I rvv' , -� R 15.0' 0 RIGHT OF WAY LINE TO BE VACATED `s j ..-- EXISTINGFQ W J L . 5.00' rr�� r n • .} - • TYP. 10 •2 SPACES @ 7.5'X18.5 15.00' ��' CO V J Z .. ' .,. ''':'' ,----- \ .. -, ---.1...,•:::. /.....::.:.,.. _.,. . -` .28.00' lio ., .... . . 0 • • il- : • .. /- 2800'— 8 i \\' .,\:zI . .. . " :,, .. .. . e I 6 TYP. 35�� ,0''1�� • ° °,r t ..: 8.50' A 11:.\''' •-.'. I ( 15 :, 1 :\; . M X185 • 1 SPACE 8.5' \ 25.50 r @ 3 SPACES @ 8,5'X18.5' EXISTING _ 1: 4. R48.0' RP �~,1 15 • • ° I • F . 60.0'ROW • • �-� G v.. .---t-------- 1 ' . ' 750' r� G SPE C'3 ° w •- 5,00' I` 1 SPACE @ 7.5'X18.5' ° � � — 1 m 18 U 15.00' DCDA ° n z \ 37JROW g ; - — 41 • 2 SPACES @ 7.5'X18.5' v o 3400' \ I -. U ♦ ::sFw.- mow} ' —_ • 4SPACES @85'X18.5' R200'� �- _ �. "" ' bib.- TYP, 1 i o o ❑ o o q o u o a o 2 /I ^^ —"'� PROPOSED y GARAGE 9 3400 ,, % I w TYPE G1 ® 6 SPACE @ 8 5'X18.5 J:11--------, 1 YT P. !` 4 SPACE @8.5X18 5 : i• 67.5' ROW �. r . .� 22.50' R15.0' y :�•-i ....„..2;:.•.:',•._. ' f ..::1- d L —7 U 3SPACES@7.5'X185' : \' rrtI� dm � �11 � ��., ,. -._ISI_ _- -_mo am ___ m . :.. .-� : :_m IIS m� ___ �� .i • r 1.: sI s- , il r I •4 I irk • _ _ IlIIA H INE SEE HEET � . . :,: _ _ Tc L s c as - - s i ..a Sl TE NOTES \ ' = r 4:1: 1P • 06* ;4 '';''-‹Al'.777.T.j. .: ;7' H ss/o s _ ,r.r .. E' 9 I° ' �® NI .111, 'it a n1 :II III r 65433PE T- o 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. r '"I' - m FRONT OF SIDEWALK. REFER TO SHEET C701 FOR DETAIL. }�j 'alaale`_lI F'•�IL a,_I__�w J:•'E'� .11.1,...-i.,.'4:• •'I,9 I :-. I I I 2 ~ 12 CONSTRUCT CONCRETE STAIRS. REFER TO SHEET C301 FOR GRADES. REFER TO ARCHITECTURAL PLANS FOR DETAILS. ' I 0 GUN u, 2 CONSTRUCT ADA RAMP. REFER TO SHEET C301 AND C316 FOR PROPOSED GRADES. REFER TO SHEET C700 FOR DETAIL. fr � � �� :: ��'. j��l !II aft:�� .2-'`' G �� !i" 1- 09: ,r, 14 PROPOSED CARPORT TO BE CONSTRUCTED AFTER COMPLETION OF PAVING. REFER TO ARCHITECTURAL PLAN FOR FURTHER INFORMATION. `Y` - v/NS. iiV 5' 0 3 CONSTRUCT CONCRETE BACK OF WALK CURB. REFER TO SHEET C301 AND C310 FOR GRADES. REFER TO SHEET C701 FOR DETAIL. . ,:::,. :::.::,,,_.,,,,:. ••, k.•�,-N,,aa• - ` - :...•';' '" O CI 15 PROPOSED GARAGE. REFER TO ARCHITECTURAL PLAN FOR FURTHER INFORMATION. C' I,e . :474 ,.....�.— li EXPIRES.1V31/15 4 CONSTRUCT STANDARD CONCRETE SIDEWALK. REFER TO SHEET C700 FOR DETAIL. C °' 17 PROPOSED TRASH ENCLOSURE. REFER TO ARCHITECTURAL PLAN FOR DETAIL, KEY MAP Z DATE 102105/2016 -7) 6 CONSTRUCT AC PAVEMENT SECTION. REFER TO SHEET C700 FOR DETAIL O I DRAWN I MJZ .0 SCALE: NTS 18 PROPOSED TOT-LOT FENCE. REFER TO ARCHITECTURAL PLAN FOR DETAIL. 1_ DESIGNED I MJZ c 7 PROPOSED TRASH COMPACTOR. REFER TO ARCHITECTURAL PLAN FOR DETAIL. ' r NCHECKED I KSR . c 19 PROPOSED MONUMENT SIGN. REFER TO ARCHITECTURAL PLAN FOR DETAIL. U rz 8 INSTALL LANDSCAPE SPLIT FACE WALL. REFER TO SHEET C301 AND C310 FOR PROPOSED GRADES. REFER TO SHEET C701 FOR DETAIL. �` PROJECT# 121509510 o a_ 24 CONSTRUCT MONOLITHIC CURB. MONOLITHIC CURB TO BE LOCATED ALONG ALL CURB TIGHT SIDEWALK. REFER TO SHEET C701 FOR DETAIL. \V w/ SHEET TITLE "' 9 INSTALL STANDARD ADA ACCSSIBLE PARKING STALL STRIPING AND SIGNAGE. REFER TO SHEET C701 FOR DETAIL. SITE PLAN c .� 25 CONSTRUCT CONCRETE WHEEL STOP. SEE DETAIL SHEET C700 SHEET NUMBER N :2 10 INSTALL 4" WIDE PAINTED WHITE STRIPE. PROVIDE TWO (2) COATS OF PAINT. 26 PROPOSED PERIMETER FENCE. SEE ARCHITECTURAL PLANS FOR MORE INFORMATION. m - SCALE: 1"=20' Z � � 0203 E o � � li ; - 20 10 0 20 U LAND USE# SDR 2015-00004 V It 00 LEGEND 3ii tcpQ 09 o w rn ------.-- - EXISTING BOUNDARY LINE 0 go0, MATCHLINE - SEE SHEET C201 — ExfsTING CENTERLINE c c Lo -- -- - EXISTING RIGHT-OF-WAY LINE 0 t T . ( IIIII OWN. I '• -- -- PROPOSED BOUNDARY LINE J d I - - i PUBLICUTILITY EASEMENT in_..y, ID CV :.).---• I . • 1 EX. FENCELINE :,„,:;: ,' EX. STORM DRAINAGE LINE 1117' --.....\ 6 QL�,O 1�� f. ,. a r=� Z - _. ..w_ .� ...... EX. SANITARY SEWER LINE 0 �� \,...„--- S?I�� I (1: w 1 I p �.- -� - EX. UNDERGROUND WATER LINE • 1I \ .. .., . 850 I I 1 .......,.... �._..w._.......�.�.� __ w _ . \.- . . W UNDERGROUND NATURAL . .i. 0 .'„ EX 6.00' 1 SPACE @ 8.5'X18.5' a! > GAS LINE m Z < ! ----------- ------.- - EX. OVERHEAD WIRE ��ti` R15.0' GAR�G� +e 7 50' 1 l.L! ' ° �._ G� 6.00' w" 1 SPACE @ 7.5'X18.5' ; z _ ��p� TYP. }^- - - --j4A 1 I • 1 w - EX. 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Q 22.50' 1:::t 1 I �0- 3 SPACES @ 7.5'X18.5' ^ __ {15.50' I I , - - PROPOSED CONCRETE <( a. Z TYP. _ I . ... n �,.•• 1� ❑ p T 28 00' %O�O��i�i�� %�? i - PROPOSED WATER 0 z L_ _ ±J BLDG 7 TYPE Al t �� ---�-"-I l QUALITY FACILITY 1` 8.50' 20.00' BUILDING SETBACK TYP. .•.. ��. I-- 28.00'---'j\ 5 .../ { ) PROPOSED PAVEMENT gltaakL:,:.• >'' 0 17.00' '"1`J �`'} 2 SPACES @ 8.5'X18.5' - -.`„ coIII I ® - PROPOSED BICYCLE PARKING r CK 0 II Et STALLS 11 I I W �— I I I z tJ I I 1 W F_ 22.50' C? ��// .., _____Ii 3SPACES@7.5'X18.5' v U L. . . _ .1 ct A 1 , I a TYP. z _ - _ _.1' 1 I (l) o 17.00' I I I Z - w , 2 SPACES @ 8.5'X18.5` _ I ❑ �/ J J Z o - 15 a I 8 I J 15 14 ' `I L — - x _rl LL i . -1 Q M L1J �. I o � I I N CO w ` — �� w .� 1 i 1 1-- >- co — I IX .: � � I - ¢fit I CO 1- I I I I M. = TYP., I '- I c' 4. _ �-- --I I x _ __ til 5,00' , I' \ \\\ L_ `� I o .. 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REFER TO SHEET C701 FOR DETAIL. - I. , i •..;m,,•,,E,. _ iel, r 2 s..\ , 17) 14 PROPOSED CARPORT TO BE CONSTRUCTED AFTER COMPLETION OF PAVING REFER TO ARCHITECTURAL PLAN FOR FURTHER INFORMATION. s 2 CONSTRUCT ADA RAMP. REFER TO SHEET C301 AND C310 FOR PROPOSED GRADES. - _ —_ O /Ns. Fu55� REFER TO SHEET C700 FOR DETAIL. ;a ' i +i. r+o�++.+, "' v 15 PROPOSED GARAGE. REFER TO ARCHITECTURAL PLAN FOR FURTHER INFORMATION. 1 si-aid„�;�: .� EXPIRES:12/31/16 al 4 CONSTRUCT STANDARD CONCRETE SIDEWALK. REFER TO SHEET C700 FOR DETAIL. c'; I . ❑ 0 24 CONSTRUCT MONOLITHIC CURB. MONOLITHIC CURB To BE LOCATED ALONG ALL CURB TIGHT SIDEWALK. REFER TO SHEET C701 FOR DETAIL. KEY MAP Z DATE 102/05/2016 a> € a, 5 CONSTRUCT FLOW THROUGH CURB KNOCK OUT. REFER TO SHEET C701 FOR DETAIL. ru 73 25 CONSTRUCT CONCRETE WHEEL STOP. SEE DETAIL SHEET C700 SCALE: NTS DRAWN I MJZ DESIGNED I MJZ N 6 CONSTRUCT AC PAVEMENT SECTION. REFER TO SHEET C700 FOR DETAIL \ r , CHECKED I KSR cp I ' I PROPOSED TRASH ENCLOSURE. REFER TO ARCHITECTURAL PLAN FOR DETAIL. " D PROJECT# 1 21509510 `" �/ SHEET TITLE a 8 INSTALL LANDSCAPE SPLIT FACE WALL. REFER TO SHEET C301 AND C310 FOR PROPOSED SITE PLAN GRADES. REFER TO SHEET C701 FOR DETAIL. Mr N :0 10 INSTALL 4" WIDE PAINTED WHITE STRIPE. PROVIDE TWO (2) COATS OF PAINT. Cr) SHEET NUMBER CSI o SCALE: 11'=-20' Z 0 0204 Q N i "5id- o 4; 20 10 0 20 U Lt LAND USE# SDR 2015-00004 O• 4t A Op i ' H c c 1E LI/ $ s �i v � ; � 1 I • / �t ��" ti I I : 0o �� • -�• CNJ 1 , 11 I I LEGEND N. ,110. `. ---,00,01 , ' I .....--.-- EXISTING BOUNDARY LINE 0 . Q \ 1 1 ��p Rc 1 � , �1� [SPE •rte !' ' . I — EXISTING CENTERLINE C .---- \ \--- GP�QG `�.� • — — —— —— EXISTING RIGHT-OF-WAY LINE ..... 0 40---•41 •. ;� r \� 1 f \� - • — I• < I _______ - PROPOSED BOUNDARY LINE O MATCH INE SEE HEET O2 At r L _ - - - PUBLIC UTILITY EASEMENT RSG i•' I I" � ;' �° I - EX. FENCE LINE \ .:_., C .r@ _. • 0SrilIlil M n• , , m - EX.sp�c� 15 �� d� :7:::". �,� „r ,4,�„r , - EX. UNDERGROUND WATER LINE -1 F Q 3 t ' �i=i� 550 a �.� r. - EX. UNDERGROUND NATURALI a O \ $ ® ` �I 8,50'H285x185 r- —28.C0'—�- GAS LINE x PK C7 1 \ \ '/ - EX. OVERHEAD WIRE II 9�p.651. c, 1: ' z fI� 5.00' ii p�C�S@ 1. / I",: ' \ U A. - EX. CONCRETE SURFACE is 1 '/'" 8.0' •TYP. 5.00' / !i 5 ' O ..�...M,..,, ,. 22.50' CV ..........,,,•••'All ,' 3 SPACES @ 7 5'X18.5' U --7.-.\ - EX. SANITARY SEWER MANHOLE .. 0. . ../. \ \ . . ,.• : W ! _ II k - EX. STORM DRAIN MANHOLE • C.� t • • ' L 5Od' L__. ---..-_—..—. —11 7.34':: 1 W _ - EX. CATCH BASIN 8 � -: i 167: - EX. CURS INLET � �� q K. �. W L - EX. DITCH INLET �, • . tU) ".. EX. FIRE HYDRANT v I I w r:: iW C) I II z x WATER VALVE EX. STREET LIGHT (COBRA ARM) W I cJ F _ _{ Y: 2 ' BLDG 6 TWE A4 I COMMUNITY ”' 76.50' rU .::.- - EX. UTILITY POLE 18.30' 1 ' • 9 SPACES @ 8 5 X18 5' (I— CK al" f BUILDING .._.,...... . Q - EX. TRAFFIC SIGNAL POLE W ` < 11 (f) I j .. � ..1,.., - EX. SIGN POST W 11 I N - EX. WATER METER BOX 0. R Z Imo` — ' — — PROPOSED CURB < O Q Ili 2 ! I —7.00' ( TYP. ,m` 3 254' n - PROPOSED LANDSCAPE SPLIT FACE WALL 16 CO ~ U It I T P'®H [1_ ---1 7 •�� • PROPOSED BUILDING Q • 2 0 o o o 0 a PROPOSED FENCEEt i: ....,,, • . • CK 14 ■ . 4 5.00 i III R • • . . ., . 1 n1'[; 1 . .. ..... .. .. .. • ..• . 5.00 �e^o�e•nrI y--- 1. t_ . . Li= —. —. �.. ... • - PROPOSED CONCRETE Lil 17 G �' r I I I I I I 1 1 i 1 1 1 6 P. , iii. • . : .-:::::::::::: 24 '. 31.00' 85 Oa' 50.89' 34.00' - PROPOSED WATER n! Z 4 SPACES @ 7.51X18.5' 0, 10 SPACES @ 8.5'X18.5' ( CARPORT 15 ^ I 11. I `I Ai 6 SPACES @ 8.5'X18 5' 4 SPACES @ 8.5'X18 5' QUALITY FACILITY .. Ar4 f 1 P I 1 I I 1 1 1 E Q R15.00' �` PROPOSED PAVEMENT Q V. t C c c c /.1 _ L _ L L d I L 1 L 1 1 .. � c I0 Z w 7_00' Ell 8 .. - 7.00' 15.00' 10 TYP. r:: : Nilik 22.50' ® - PROPOSED BICYCLE PARKING J ❑ Ct 6 2 SPACES @7.5'X18.5' © 3 SPACES @ 7.51X18.5' rti III STALLS 14 6 TYP, 0 Z O ,i1 2s aa' e @Ii SPACE 7.5'X18.5' ❑ � J W = J I I I— 0 0 6 ''''' '''''"'"--------"".".". .- . . ..........– - - 3 3 -.... •::1-. MI6 illiF.11g Mi.7 EM IMMEI N ....,.. . ....01111II5V% _."7"7"°-7 ,_._.._._._._,.._._._,._..,,._._,._._... ,„,„,;„,„,„,„,:„,„,.„„:„„,.,„„:„,„:,,.,,„,„,„,„;,„,,::„,„,,::,„,„,„,„„,„,„,„,„,,,,,,.. :.. o MATCHL NE - SE SHEET C 07 TYPE G HC • '. Id 1171 . r. m a 11 ...... ____1 ral.,:,: :: ::.L,..::..... .i �� 1 _l_ ..:. _. . .. ._:: ._ .: . .. . .: ..: !..E: .!T:TliE1::14,.:.::!,_: __I .:. ••..,,. , 0._ yIII ril D l � l ,.- —, .. _ i..,r.„.!.. 1,-.______.----- z ,....„,,,,....0e-,,,.-5,:;_i:::.',.....---- -.......... 0 i= 0_ ISI i.; .wr;sv'r.r,: cp ;::;::":'i:::::'::;-----"-':3;:-...'.- mo ' : w co 0 m shy^ `. .�: ., ;� � =. 0 j I LiJ ,71.11., 4. SITE NOTES , S 1 \ e �� Z ,c, o GIN6-4 04 l -_ tElill! I L iel ni .III , " W 654 3PE l o J 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. = O0 FRONT OF SIDEWALK. REFER TO SHEET C701 FOR DETAIL. I i' / IEI"IIi III * Al ,a! I,. .I .!`- _��, .I II I I 2 c � � �' •� � � IGON10 INSTALL 4" WIDE PAINTEb WHITE STRIPE PROVIDE TWO 2 COATS OF PAINT. ` I0. I � r D „6, ,,,,cn 2 CONSTRUCT ADA RAMP. REFER TO SHEET C301 AND C310 FOR PROPOSED GRADES. REFER TO SHEET C700 FOR DETAIL. { ) `` falliOr'ia.11101111111i . �- ._.� w�,�„� Imo..; ,, �..r .,® 1- r 09, 2 ��N, 11 CONSTRUCT CONCRETE PAD FOR BIKE RACKS. REFER TO DETAIL ON SHEET C701. ; ' — — — _ N S. �U5 0 3 CONSTRUCT CONCRETE BACK OF WALK CURB. REFER TO SHEET C301 AND C310 FOR GRADES. REFER TO SHEET C701 FOR DETAIL. t.,.::;::;;;.,:;::::,:<.; . ..:':',>:;rur;:_>;>.;>:<:<;.>'::.>: :`;.>:.:;:._:..;;,'ur:. : .::>,:«<.�.:.<_::: :,:.':<'::" �,� o a EXPIRES 12/31/16 12 CONSTRUCTH CONCRETE STAIRS. REFER TO SHEET C301 FOR GRADES. REFER TO ARCHITECTURAL PLANS FOR DETAILS. i i„ „ — 0 H CONSTRUCT STANDARD CONCRETE SIDEWALK. REFER TO SHEET C700 FOR DETAIL. c' . . KEY MAP Z DATE 102/05/2016 cu — 13 . CONSTRUCT CONCRETE TRANSFORMER PAD. REFER TO SHEET C700 FOR DETAIL. REFER TO ELECTRIC PLAN FOR FURTHER INFORMATION. 1-1 �' 5 INSTALL 18" FLOW THROUGH CURB KNOCKOUT. REFER TO SHEET C700 FOR DETAIL. SCALE: NTS O DRAWN I MJZ 14 PROPOSED CARPORT TO BE CONSTRUCTED AFTER COMPLETION OF PAVING. REFER TO ARCHITECTURAL PLAN FOR FURTHER INFORMATION. H DESIGNED I MJZ N .6 CONSTRUCT AC PAVEMENT SECTIONREFER TO SHEET C700 FOR DETAIL0 CHECKED I KSR 16_ PROPOSED POOL FENCE. REFER TO ARCHITECTURAL PLAN FOR DETAIL. / \ PROJECT# 121509510 N co Cr_LD 24 CONSTRUCT MONOLITHIC CURB. MONOLITHIC CURB TO BE LOCATED ALONG ALL CURB TIGHT SIDEWALK. REFER TO SHEET C701 FOR DETAIL. NV sHEET TITLE Nm 8 INSTALL LANDSCAPE SPLIT FACE WALL. REFER TO SHEET C301 AND C310 FOR PROPOSED GRADES. REFER H SITE PLAN TO SHEET C701 FOR DETAIL. 25 CONSTRUCT CONCRETE WHEEL STOP. SEE DETAIL SHEET C700 .o (/) SHEET NUMBER + 2 SCALE: 1",20' Z --_ u) 6- _I_ o 0205 o 20 10 0 20 U E_ Li LAND USE# SDR 2015-00004 2 o V * rn co 1 i ' k ..,. Q I I I 3 a �N � � - — • : , , r I ! l.< Qom • , 1--- } 4g1) c • `�_ MATCHLINE - SEE SHEET C204 L N. \\�\ L <2 — zo a -=FE , , HI SIM�L _ '^ I I I o CNII Q GARAGE 5 7. . ,==. . 4 :1 r I 4 ). -i _ I-- Q TYP. 1 �" TYPE G1 R26.0' 14 '"� � • - U In- I.• .. 1 1 �. C C C R15.0 I-- - w I, 1 I 1 _ 25.50' 8,50' N.. ... ,,,„,„. MATCHLINE - SEE SHEET 0205 0 3SPACES @85'X185' I Ln_ 1SPACE @8.5'X18.5' •TYP. I — I 7.50' 10 TYP, 28.00' I [ 6 TYP. �— — - I . 1 I I LEGEND 1 SPACE @7.5'X18.5' . . 8'�' �' II 1SPACE@8.5'X18.5' I r I MUM MIMI. MEM MUM 9 r — EXISTING BOUNDARY LINE o 2 -- -.- . _ — — o!4' \ R15.0' -I— — r 1 \ I EXISTING CENTERLINE Ca W PL ::: 7 4 R15.0' Ili UT I I I I I I I I 5 00' I 1 -- -- EXISTING RIGHT OF-WAY LINE a 1 HC .. 68.44 76.50' _ 1 ��------` PROPOSED BOUNDARY LINE a x 0 ,: .:;, ---- 8 SPACES @ 8.5'X 18 5' h 1 I CA 9 SPACES @ 8 5'X18.5': - _ O a; ;--L'4_ • ? 6 TYP. I I I I � PUBLIC UTILITY EASEMENT x a, C3 ..1 . . EX FENCE LINE •, c " °. 7.00 ., 5.0 - _............-----------... DRAINAGE LINE I A1111110 fi I 1 :« EX STORM - - � 'III TYP. 24 TYRE! m� _..w....,--- w - - -_ - I 1111 �--� 111 EX. SANITARY SEWER LINE _If:: .: . II r'.- ;., - JT — i ,....-- - EX. UNDERGROUND WATER LINE i © 8 1 I Z I r - EX. UNDERGROUND NATURAL 0o GAS LINE I °>7° — I m w },y --------- - EX. OVERHEAD WIRE r�'1 El CV — _ __t —I0 EX. CONCRETE SURFACE �n ��' I 28 Q0' I I 20.0' BUILDING 1 z I ._ Q _ 4 TYP. BLDG 10 YPE A2 SETBACK (TYP.) 1 Mw Z ~ CO " j I � '> EX. SANITARY SEWER MANHOLE W >7 II Lil LLJ I. '. - EX. STORM DRAIN MANHOLE N °6 I 5.00' I I 1 N ww - EX. CATCH BASIN W I �o4w � l I I 1 t le/51 Q i s - EX. CURB INLET F I. U I � �„ 21.91' 6,711,11 - EX. DITCH INLET LLl 22.50' 1" ¢ Z 3 SPACES @ 7 5'X18 5' I U I• , 5.00' ii 1 I • I -0- e * - EX. FIRE HYDRANT <( o_ J> L_ - __. 10.00' I I I WATER VALVECL D _ 5.00' �� - TYP. L— 30.64' I Iz7 EX. STREET LIGHT (COBRA ARM) O —� Ct i r —1 �— ------ I I EX, UTILITY POLE ` Er-. T J 1 1 1 >i- 0 20.00'BUILDING SETBACK (TYP.) A1 ::.:w=-" - EX. TRAFFIC SIGNAL POLE C�// . 8 a Et Z ):) I — 1 - EX. SIGN POST Ct W 0'PROPOSED P.U.E (TY `! EX. WATER METER BOX I4 8 ) All1 E 4 a 91k 11 PROPOSED CURB 5.00' l PROPOSED LANDSCAPE SPLIT FACE WALL ffis _ a• CONNECT ON ALK I € ! 7,. PROPOSED BUILDING Q O z '� ••x.'.. TO PUBLIC SIDEWALK ,. . �'1 ^ :L.......;,. - PROPOSED FENCE V J 0- 0 2.00'PROPOSED RIGHT-OF-WAY DEDICATION +�,, I / '` :M.z ` 2� - .`w� ' ` PROPOSED CONCRETE EXISTING RIGHT OF WAY LINE TO BE VACATED _ _ �' - ''s •` / "? ,t ., ;, \ ♦ •♦♦ ^ 0 :,:, : i • ♦�i••♦ •♦ / ♦• •♦ - PROPOSED WATER 1..- i CL :. 1 rAM IM ;..iii� �aY:,rrw�rrIN I ` � `4lt• �11111�� S'(� - ,. QUALITY FACILITYUJ = J .� �;�.�'�'.}� PROPOSED PAVEMENT 4 /� " .,....,. PON, - _ • * .a. � .�,�y- � •OST 44 H 0 51 �../ r—�—r�� rr �wM��rr�wQ �� -1-.(-6-t. .. ��.a,r�r r �� LY\ ""••.fir. d -e,�. ® _ V J - I I I— PROPOSED BICYCLE PARKING .�...7.4 '' STALLS co{:M ;., ` -./.c.,„,..--, \\..ti1 ` .. •: i '' .'r` o' �i�i ,rr�rr�rr�� rr�rr r��r r� BMJ '.i.: r 1 cy;' ;W� z i.; ,fir ; J r '•" O 0_1 .01' ::,-- -:',.----- -- .:. - _ - -- ,-<-:-.0001 ,It.f- -.'"----:: 1....-.1-1:1. ---. \AIL 1 „v„...::-..,"::.:-:-.----: -,;-,,,,-. :><_„-ii-0 lippr,5:- 1 LU .,,,...„---,-;,-;;;---- ...„---. .-__ _:?...f,,,, ,10 ,,„Ait ) „,,,,,..t.:----SITE NOTES ;.� ., --- lik , , -4 ii., . . 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 ,'��,_ orr.;.. I J FRONT OF SIDEWALK. REFER TO SHEET C701 FOR DETAIL. '''''-:-':•%--- 1, '`1 i '!%� . I °" F m 2 CONSTRUCT ADA RAMP. REFER TO SHEET C301 AND C310 FOR PROPOSED GRADES. REFER TO SHEET C700 FOR DETAIL. I I INSTALL 4" WIDE PAINTED WHITE STRIPE. PROVIDE TWO (2) COATS OF PAINT. ,.r ,�•++" ,pip _ fir;,; .i .� �-- �Q,V PROF4c. A. 11 CONSTRUCT CONCRETE PAD FOR BIKE RACKS. REFER TO DETAIL ON SHEET 0701. .--- o i 9f 0 3 CONSTRUCT CONCRETE BACK OF WALK CURB. REFER TO SHEET C301 AND C310 FOR GRADES. REFER TO SHEET C701 FOR DETAIL. 1 I; �® ,1A� A,Ai. In tin 1114 sass+ ° r.. 1 65433PE m T d Him; Alf \ r :TI1 ...s, 1A (11112 CONSTRUCT CONCRETE STAIRS. REFER TO SHEET C301 FOR GRADES. REFER TO ARCHITECTURAL PLANS FOR DETAILS. �' -�- =� ♦4 CONSTRUCT STANDARD CONCRETE SIDEWALK. REFER TO SHEET C700 FOR DETAIL. lli to I O 1 I , Oil 1 0 GON 5 INSTALL 18" FLOW THROUGH CURB KNOCKOUT. REFER TO SHEET C700 FOR DETAIL. 13 CONSTRUCT CONCRETE TRANSFORMER PAD. REFER TO SHEET C700 FOR DETAIL. REFER TO ELECTRIC PLAN FOR FURTHER INFORMATION. ,''+ h` :��i 1 ��`//v s R�SSF� a 14 PROPOSED CARPORT TO BE CONSTRUCTED AFTER COMPLETION OF PAVING. REFER TO ARCHITECTURAL PLAN FOR FURTHER INFORMATION. �', 6 CONSTRUCT AC PAVEMENT SECTION. REFER TO SHEET C700 FOR DETAIL f.: . — I. + 1 ..fearirsirmedill- 0 EXPIRES 12/31/16 24 CONSTRUCT MONOLITHIC CURB. MONOLITHIC CURB TO BE LOCATED ALONG ALL CURB TIGHT SIDEWALK. REFER TO SHEET C701 FOR DETAIL. c) f_ 7 PROPOSED GARAGE. REFER TO ARCHITECTURAL PLAN FOR FURTHER INFORMATION. KEY MAP Z DATE 102105/2016 o 25 CONSTRUCT CONCRETE WHEEL STOP. SEE DETAIL SHEET C700 SCALE NT5 DRAWN I MJZ c 8 INSTALL LANDSCAPE SPLIT FACE WALL. REFER TO SHEET C301 AND C310 FOR PROPOSED GRADES. REFER TO a5 DESIGNED I MJZ C 2 SHEET C701 FOR DETAIL. Ij --z7) r , CHECKED I KSR c �.J E0 PROJECT# 121509510 SHEET TITLE -am rt N c4H SITE PLAN cici :o Cr) SHEET NUMBER N cSCALE 1"=20' Z U o6 20 10 0 20 U iL LAND USE# SDR 2015-00004 i 3 t:).(7) p i o k o) J D ., �N O cn 2 r CO o c C_ C oD �� C7 N cn �' 0 0 0 0lip I;g •'•-e � • • glill Q -.--_..' •. .... _ __ ____ i a —�--� 1 �� ©1 0I -. i © i 0J Lam'.} -.X.L"i"'•"....SSS I .?,r�iiy`,`i .. / FF I I I I 1 I I I I I ( LEGEND : ';`: I I I I I I I I I I \ . . p CARPORTS .. ... .. ............ . ........... .., .. I I I I I I I I ^--.�--- - EXISTING BOUNDARY LINE C C C C C C C ` J / L_ _ � _ 1_ _ ,I_ _ L_— � _ � _ _i� L 10 _ _ C \,... 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CONCRETE SURFACE © H10006 fr . .• .. I 0 I . .. r a ', EX. SANITARY SEWER MANHOLE z W I I W 8.00'— TYP. 25 11 TYP. 24 O { — I • ? EX, STORM DRAIN MANHOLE 1 1 1 '' .::.: _ � N I " �" EX. CATCH BASIN W CIS 10.94' U I I W I . I 5.00' � I--- I-- - - - „< - EX. CURB INLET LL! � i ? j - EX- DITCH INLET • 7.00' • (I) I , • EX. FIRE HYDRANT 1 W 5.00'- Z W I._ — — — — WATER VALVE < Q. -1 ••••1.- •n --- fTYP, W I11 I Y r U 8 5.00'- 1 I - - - EX. STREET LIGHT (COBRA ARM) Cl. ER r TYP. 4 < O ~ , ,,,, L . 6.00' 7 1 U W I a -�::: EX. UTILITY POLE Q f , ' L . 600 — Z I E. I , - _ y ��- __J - - <.. • = - EX. TRAFFIC SIGNAL POLE >— 3_#r EX. SIGN POST (9 • r II II1 1 I 71 19 5.00" J 8 1Q.00' (�/ L i. U I) I -0— I 6 TYP- „ 1 ; EX. WATER METER BOX 11/ 1 ,A 5 00' LI -- i.4 • _ T, r �-- PROPOSED CURB Z 4-38.20' • - 38.20' _ w �� i >< i - i r - I - PROPOSED LANDSCAPE SPLIT FACE WALL I— LL �/ 24 0'ENTRANCE 20.00' BUILDING SETBACK TYP.) 20.00'BUILDING SETBACK(TYP.) - PROPOSED BUILDING ce Z rt 8 2- 'F!�'eArlri7l7!�'r '�. '� `� DRIVEWAY ( A ;..yx.,: �.: ,� ��5 000?C OIOtaline �' C� '� ti 00C0t~i00s0f0S0,C� — a a n o a o- PROPOSED FENCE n< 0 i 8.00' PROPOSED P.U.E. (TYP.) 4' , ' - 8.00'PROPOSED P.U.E. (TYP.) �� ® _ ____ - PROPOSED CONCRETE Z w �s Sze-Nr '1=•, .._�^m^. � "3 ^„ iL i�—�s_L. Mi.' :urts� 'Ztt 30C`Y +s ��`�tf.....i. � a � � =.. C1. '.:4 . ]01 '''......:j�G.i-.�4.5Y.triS_' i:16. �` -�- .ys ...r�.,^ .,._-0.. +�, --.....=-'".. ...... 4.'r° +— +wn' a� �a�r.zs-,:��:..'*-...k-"`...:4 .;- •.:, ,� ;�•x.tas�- ^�� ,. r .a'8�L•�.� ' a. r. _a d . • .- � a • � a . • • - . A' .A •.a a - ' � a. . - , .� . a �1 .+ _ � • 16.„ 2.00'PROPOSED RIGHT-OF-WAY DEDICATION I �� • �.i+9ii • �•• PROPOSED WATER J 0 Z O QUAL FACILITY No R15.0' R15.0' No/ N.: , .\ ♦ ENT 11.1 PROPOSED PAVEMENT _i_ ___ . . _ _._ _ _ ___ __ _ EXISTING RIGHT OF WAY LINE TO BE VACATED 2.00'PROPOSED RIGHT t I-- O ® - PROPOSED BICYCLE PARKING (4'; CONNECT ON-SITE WALK EXISTING RIGHT OF WAY STALLS v J _ TOCONNECT ON-SITE WALK PUBLIC SIDEWALK SW HAWKS BEARD STREET TO PUBLIC SIDEWALK } M , ..,...a. _ co ___ ,.,. ,,.,.4.,. . • • K. '.. .. - .\ - '' ni...... ,:'.-...-. ......-.. ..--._... .... ...... .....m n,n. Sw....--. at......-�.-. ...........-..-. 1 :._.._..-..n._,n...../ _....�.-.. .. .._...y .. 5... .n.,.--. - ---. .-:� 1, •.. .....,... —.—�-.—.s-3..�—`--n- `-•--:�.rnw..-+n.r..,w„mw„x....--.,,,i.... 11 ._— --ice-- •111=41M r■—ref MIi--�-- --�--il--��i—��——fir—Am --�-- ——�—4 i .�� -1,T. ��..� mi. a v” I :� };;5 5,w I I - II` y r 0 ��■ :;^" � '� fir! W }mac '' iI 'Ik w . n ,.5'. ' 7....'...e. + ,`` .e� - H SITE N 0 TES f. �• • qii::::6:::: "',.."''' ,...__..----/':— ,: -.-=.• . 11IPPAi'-iiTIC ' 01,---,,, .: i. yi, ' il 1 4-'a' .'�- 1 " l`E' ® I:: i 1 ,— 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- 1• ;.--i'; ri % FRONT OF SIDEWALK. REFER TO SHEET C701 FOR DETAIL. 4 " '"`'+ ,N� ®.': 11• g F,� I Cl), �r 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. > ' ' so -- Z �' '_ D PRO't .'••, '.....\ ;.1 L L...,*---. .-H.-: ,-,* i .t*Fol:i':4 . -,.. ,. `� Z �NGINEF D'L 11 CONSTRUCT CONCRETE PAD FOR BIKE RACKS. REFER TO DETAIL ON SHEET C701. es _ill. 9 3 CONSTRUCT CONCRETE BACK OF WALK CURB. REFER TO SHEET C301 AND C310 FOR GRADES, REFER TO SHEET C701 FOR DETAIL. 1 -�' m® .rN ' •,::1K-Ar !in. ao gwl ANNA �„ I ' W Q 654 3PE 00 / e�■,�n ur dr y r�' I_ �: ill eu r II 12 CONSTRUCT CONCRETE STAIRS- REFER TO SHEET C301 FOR GRADES. REFER TO ARCHITECTURAL PLANS FOR DETAILS. � ._ - .2.._,..:13e 1- 4 CONSTRUCT STANDARD CONCRETE SIDEWALK. REFER TO SHEET C700 FOR DETAIL. I I^ - I 0 GON { ■ 011.071. ' ter �i�. �4 Illi elm I� 13 CONSTRUCT CONCRETE TRANSFORMER PAD. REFER TO SHEET C700 FOR DETAIL. REFER TO ELECTRIC PLAN FOR FURTHER INFORMATION. ,v �I- -" „ri- ., — i- r 09, 2 �♦, �, 5 INSTALL 18" FLOW THROUGH CURB KNOCKOUT. REFER TO SHEET C700 FOR DETAIL. x ` `� / S — N S. Rv � 14 PROPOSED CARPORT TO BE CONSTRUCTED AFTER COMPLETION OF PAVING. REFER TO ARCHITECTURAL PLAN FOR FURTHER INFORMATION. # "' ''`" "� ti � � � � � � � ww � �� i 0 EXPIRES:12/31/16 `� I V I CONSTRUCT AC PAVEMENT SECTION. REFER TO SHEET C700 FOR DETAIL CI:' :V' 15 PROPOSED GARAGE. REFER TO ARCHITECTURAL PLAN FOR FURTHER INFORMATION. mi::::.!, : s 7 CONSTRUCT ON-SITE STORMWATER TREATMENT SWALE. REFER TO DETAIL ON SHEET C704. KEY MAP Z DATE 102/05/2016 19 O DRAWN I MJZ M -o PROPOSED MONUMENT SIGN. REFER TO ARCHITECTURAL PLAN FOR FURTHER INFORMATION. SCALE: NTS 8 INSTALL LANDSCAPE SPLIT FACE WALL. REFER TO SHEET C301 AND C310 FOR PROPOSED GRADES. REFER L_ DESIGNED I MJZ C r 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. f CHECKED I KSR . U 25 CONSTRUCT CONCRETE WHEEL STOP. SEE DETAIL SHEET C700 PROJECT# 121509510 m SIGNING AND STRIPING CONSTRUCTION NOTES SHEET TITLE 0 M -p N `° I -- SITE PLAN .o O INSTALL STOP SIGN. REFER TO DETAIL ON SHEET C701. �^ ci :Y v J SHEET NUMBER --oz.] SCALE 1”=20' Z Q N nu 0 0207 o m 20 10 0 20 U a- LE LAND USE# SDR 2015-00004 loQr J 'Cr; c m o �N E] N '2 r• = Q63 1 �. Imo* 0 \:-) \ l i r C c ... 4I'41/ 111 , J t'..c(1) ::- : I ' ti..: . 4 ,, . P ' .....:,..„,.:: ::..s.:] •!]..:•!]_•:•!•!.:.!•!.! .!]. .!:: •! •!]i!•! •!,._•!._:..!]_&•:...!•.!.!!: ;.:•t•.; iL•:.!,:., is •gi,.4i4,1.:,1. .: . ::.:.:::..:..:. \ LEGEND N ...\ \ lb. \ . 4 r • . R t- EXISTING �� • 0 -- -- • Y INE 60.0' ROW rt --n GPRP�' - EXISTING BOUNDARY L t...47..t.t.-.7----- • r� ��P�G 0 - EXISTING CENTERLINE Q iiJ :' ¢ w -- -- - EXISTING RIGHT-OF-WAY LINE IIP O cc 0_ DCDA I 0 --.--� - PROPOSED BOUNDARY LINE '� �" ELI-. Lyy4 37.5'HALF ROW M g> - I J - - - PUBLIC UTILITY EASEMENT 0 U 5 ' e V' .,,.w,.,..,,v,,..,.,,,»,.�.,v.,,w,. ,..�........,,w,..,.,,,...,..... �` r EX. FENCE LINE 1 0 0 0 0 0 0 0 0 0 0 0 �' • ;'` ,t; - EX. STORM DRAINAGE LINE o Q�2 - .. _ SANITARY �mW ww w,w,ww w w w.ww,.w - ❑ w GARAGES EX. SEWER LINE Z c PROPOSED Z ¢' 67.5'ROW z. II 1 , , . I : TYPE G1s EX. UNDERGROUND WATER LINEo - EX. UNDERGROUND NATURAL ii 8 c�; G :7- d ..w.w.w..ww..w,.....�.,.. _ C C C C C GAS LINE P. L7 T 4 MATCHLINE - SEE SH 0203 O w�w ww .:;' ' - EX. OVERHEAD WERE I Z 1� i „ } • : - EX. CONCRETE SURFACE ! 28.00' • r* 1 4 f '. 1 '-• /a° 14 TYP. 6 TYP.1111 P 10 - EX. SANITARY SEWER MANHOLE II�J „. _ - X E-1 EX CATCH BASIN EX. STORM DRAIN MANHOLE R15 0' - - �,...,.. - - T —T — — f 7 —I 1 T1 • ■ 1 1 CARPORT 4 I I I I I 1 I I }_ - Ex. CURB INLET I , cp w 4 Q 102.001 I 1 1 1 1 ss.oa 8 SPACES a 8:5X18.5` �I `j _ cn 1 I I 12 SPACES @ 8,5'X18.5' I I I C ::' - EX. DITCH INLET !..° TYP. TYP. 6 ! ::_ _© � l �.. ff - -. _ _ la w4;, - EX. FIRE HYDRANT E 7.00 � . I r i - _` .` ®� 5 00' w '; J w WATER VALVE LIJ 1 : ):EXISTING RIGHT OF WAY LINE TO BE VACATED I 1 4.66' III 4.95' ,,:., r1. • I :. ;>F - EX. STREET LIGHT (COBRA ARM) I 20.0'SETBACK• :t T ■ �1 ;�v_ - EX. UTILITY POLE tCr- .: .. , 11 1 _ f .w ,... - EX. TRAFFIC SIGNAL POLE �• .. I 111 TYP 24 TYP. 25 A e < L1 I I. f G7 �n N : EX. SIGN POST l J 44 f 1 0 x ., 10 94' U A? EX. WATER METERBOX 1 i .••,1 a - I • w W l 1 24.00' -I c, co 10.92` ft - PROPOSED CURB 0 e 1 m `` w . - _ Q # # �, Q BLDG 8 - - PROPOSED LANDSCAPE SPLIT FACE WALL / .J TYPE A • UJ PROPOSED BUILDING 0 Ii PROPOSED PUBLIC t. : 7.00' STORM EASEMENT 'I ® Y 6 - 0 0 0 0 0 o- PROPOSED FENCE �/ r. r t d f •. LL r I - PROPOSED CONCRETE ...cli 1 - 1 - I 10.aa' _ - .� - w 7 1 SPACE @ 10'X18.5' "� OiO•O�• �O• O�O�i�yit��•0: PROPOSED WATER �,. i TYP IIIII (� QUALITY FACILITY TYP. R $ ■ M s Q z j Q - PROPOSED PAVEMENT O• 1 7 .I ��s 5,00', w ® PROPOSED BICYCLE PARKING Z w / i . TYP. g ----- ---- .� ._ - • STALLS Q ❑ Ct , triii. ' = 6 I —28.30' 28.09' -- Z 0 /.; 20.00'BUILDING SETBA K(TYP.) O i j' .'.:',' ,.• : - . . '9 rthWtrab' ''1 irl rWra 711,4 V.V4 EliarileTi Ira 611M164.Mr - - `Y. VainIVF "V. _ _ x • }#•,. ftrlr *.„.1.t.: - � AIIIIMIIIIMM 8.00'PROPOSED P.U.E.(TYP.) T - LIJ fr �� Yr— • •tr T.. a • J= JH 0 0 Q • a, ® 2.00'PROPOSED RIGHT-OF-WAY DEDICATION 8 _ vJ CO I 1- PROPOSED PUBLIC STORMWATER i FACILITY.REFER TO PUBLIC IMPROVEMENT \0 27.0' HALF ROW PLANS FOR DETAIL. / PROPOSED PUBLIC - - - STORM EASEMENT / \ PROP.52.0'ROW - - /0\ m _ _ _ _ EXISTING RIGHT OF WAY LINE TO BE VACATED — 52.0'ROW EX.50.0'ROW >, SW HAWK'S BEARD STREET '- rrr: ..,....v.,_•-.w....�.�.Y, ........ .. ..... - ..-..... � x..mww .j:.. ..... ._...,7:::„?.__,,„ ,-.R,,.�..�,>' J { • +� n a _.4.._... 31 '.� .. :: „<:;;;;/•'; ��i } t - o - . a' .M - - . k 1,::, - °. �� '�` � , _ i'�• .,4. Y' e N. L .. :..-' f a 3. � + .., „„,:[t• .. ...�... ..........w,.,,.,,.,w..«.,,....,.........,,......,...- .,....�w,..��_.. - .:_.....,....,.,_,.,,,.,,.w..•........._., ........._......4.....,.......,.._....�W... �. y�:.............�. .,..,._.. .ww..,..,..,.,,w..,...W....,.., - i • :'f ' fr ' k, � i 1: iC,`;Y•^ i _ - a_ 1 I/ :: ::7i •,. i ; .4.,• . 0%_•'-e777:5-:: ::‘,.::::::::;:;.:.••••-••:• ..- -,.,....--- .4.7„.:•:.--,0,',f:•?.."•`....:::•:::...7....•.,....>„--,,_iii. LU • • �. ' �-- I F f • ...:---••rte �-'”' `-4 i .» a� _• yF c W . . t a / ./ ,... ,,,,,_::,.......-;;5:-.,..•- \.---'-',...e. - _ :‘_;,.::::•:\*. . :,-To .:.•,•:••: to f { {• f .3f �'' ' t 'j98 j:� fir Y l M 04,----.1-'• ” 'i 'i; .,,,,;. ' # • ..-;no, _.......e.--- ,.4.,.,,:. , — 1 , i li fi 10- �' SITE NOTES • r}• :0 :, y�` I �� •� � ` _ H cQ��DPROFES/ !° r :a , ,. • ♦� '' ,: I Z G l N 6-,p S -T-- 2 ' 11 l `®.110 ' 'I 11. 111 :EI 111, :im r / -a w 65433PE 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. m - FRONT OF SIDEWALK. REFER TO SHEET C701 FOR DETAIL. �i � II/0181 lrfl, � ala � 1 4. mal I. III "11•-witir-1' ♦r� I I w.ipi-to, ~ 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. 11. i 1 m 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. # _ - - ® U GAN $ RD5�' 0 ...r:>xv;tixascxr ::•.ilxati`•sr:s:,rr::xra:;y 4iii'ifiii.�i�Yf++itr;' ,�'atia.,. t '.. EXPIRES:12/31/16 �' 12 CONSTRUCT CONCRETE STAIRS. REFER TO SHEET C301 FOR GRADES. REFER TO ARCHITECTURAL PLANS FOR DETAILS. l . I. m m 11� 1• NM 111 i ❑ 4 CONSTRUCT STANDARD CONCRETE SIDEWALK. REFER TO SHEET C700 FOR DETAIL. 13 CONSTRUCT CONCRETE TRANSFORMER PAD. REFER TO SHEET C700 FOR DETAIL. REFER TO ELECTRIC PLAN FOR FURTHER INFORMATION. KEY MAP Z DATE 10210512016 1- INSTALL 18" FLOW THROUGH CURB KNOCKOUT. REFER TO SHEET C700 FOR DETAIL. SCALE: NTS O DRAWN i MJZ -0 14 PROPOSED CARPORT TO BE CONSTRUCTED AFTER COMPLETION OF PAVING. REFER TO ARCHITECTURAL PLAN FOR FURTHER INFORMATION. E ___ DESIGNED I MJZ Zi l 6 CONSTRUCT AC PAVEMENT SECTION. REFER TO SHEET C700 FOR DETAIL r 1 CHECKED I KsR 15 PROPOSED GARAGE. REFER TO ARCHITECTURAL PLAN FOR FURTHER INFORMATION. \ V PROJECT# 121509510 a . 7 ENGINEERED SPLIT FACE WALL WITH WATERPROOFING. REFER TO STRUCTURAL PLANS FOR AP D FURTHER INFORMATION. n CONSTRUCT ON-SITE STORMWATER TREATMENT SWALE. REFER TO DETAIL ON SHEET C704. Mr (/ SHEET TITLE ,:i8 INSTALL LANDSCAPE SPLIT FACE WALL. REFER TO SHEET C301 AND C310 FOR PROPOSED GRADES. F-- SITE PLAN `n 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. r^ .d - ( l SHEET NUMBER N 2 25 CONSTRUCT CONCRETE WHEEL STOP. SEE DETAIL SHEET C700 SCALE 1"-20' Z II 0 0208 20 10 0 20 U a_ LE LAND USE# SDR 2015-00004 .. / Q il • 1141 - - V It CO / J "' O N �' 0 Sprn TW:21$.99 a BW:218-90.„ t - co R�O 10-C VRSGAp4"� " �' t3o I _. --- -- REU�1G SMP GOOIE \104. S r „.,_.;:--1-. '..' - N ----: --: - � F R�R .. - ? \: 0 \-- . . :i -- TW:217.30 �•• �= 'BW:217.23 :� 00000 _°‘- :,::,. tior77"-----"'"1". .. .. 1111 . .".- _--- --:'N-- , T N:216.94 - ' :-�' ,, " `� . BW:216.86 l-- ------ , ---: - . _. - yr .t„..--. +►-�it 1 N 1,� 4- 1 1.11-111111---\\11 0 . ,`. 1 21b FFE:212.50 �r Jam_ 21 -Itic • ro -;" Y ROPs ,� , .. ':y_ ► A3 CI N L$ Sty �G _:41,0000.0.,.,_,.. .4,. �'�' �- ;,.>-------:--, E, m r21 2 3 A +� 0 - p�'<t .,:. . I -� FFE:211.50 i'.2. 2 '- O r 0 5...,-syv p01), .: 141. a3 !© ak le°11k-111111.--ir-1,--- -711::2-11 O x ‘)`-- ....>--- - :- --Mt:210.30 .., #.400011Pr---.:00100"."-- (1010 ----- . __ • IP ' ,, 0 ‘3.1 1. ,.,,,,C301,0„.. -- -- _,.- IlAil 41111111 El' Adier : TW:209 62 _ - �'-410 :05.802:EFFC5 006 - q� _ I � ' :‘ �._ v � �� - �r fir♦ • �ilma 11 I TW:206.50 _ . .�"� TW:209 72 �1 i •: © -.••BW:208 10 - FFE:207.50 . ®® � ti REFER TO CITY OF TIGARD PUBLIC f � 'BW:20fi.45 - -� ••.,,�: �.•- �� it 1 r Y,�G. •'�1 IMPROVEMENTPLANSUNDERA 1 .- , ,,. ` • tea. • j r, , 1�1� ,s, SEPARATE COVER FOR HUNTINGTON ;-, • ` 1 © AVENUE IMPROVEMENTS ..;,:.0:0„.„4 2fJ .� 1111 ,- J�. FFE:206.D0 I} ► - . 1. . TW:208.45 ,��. - 1 E. _ ` BLDG-3 :._ : ::. . o,�r �- In 1 -: _/ i TYPE A3 ; ;,,,..‘,.. `� a ., _ _ c,,,,, , ® .... . EROSION CONTROL NOTES: • ' ' TW:203.81 © F Cl- It , : , BW:203.77 i �'1. � ��V\ _ _ L ,1r • _ _ __ , .. ` 4 1 PROPOSED SEDIMENT FENCE -0 _ fr7'• 0 T-t% • . . . ‹C 0- .� • 1it 11 �,^.. PEG ih �U 2 PROPOSED INLET PROTECTION D ! '. • Y , 2� �. NOTE: REFER TO 1200-C PERMIT PLANS Q �© G 42 fir. >... 203 X05 `„� ` ��.-__- TW 203 _ FOR COMPLETE EROSION CONTROL W FFE:202A0c A ' • �� BL S G . `® BW 203 38 INFORMATION ti' >m 0 .�''► • • �� v s :GP�c �� X04 _i " \ - CO__ _ ADA NOTE: TY 3 s 1 e © - • v E- - FFE:203.00 w c� to I:` CL �y - �� ` � ¢ PAVEMENT IN ADA PARKING ARE TO BE „i. f '~ O TWT210-273-6"-- : �11:' 2ff3 --- w 2°/0 MAXIMUM SLOPE IN ANY DIRECTION CL W - /TW:199.58 -..:� opo FFE:201.00 �.• \--._ . BW:199.48 X95 • )0"11111.43 � © 1 BW.200.29 • • /� c - _ �� y ,� ) J c� - LEGEND: LL.I Z © ` 1_ 1 _ _ . -TW:202.23 .G TW:201.44 ---- W o �- .,--- .4443 © • 1 3°� •��' Ilk \ \ BW:199.28 �P �� BW:201.38 ® 0 • ■ _ °, U. E/ ..-• 10` ir- . ��~ i...4;11111111-- � 17-}:aT9:°k"--11\1\a‘ `'r ~;�(P� . 81.. :: , 2.3°,": : 2 BOUNDARY LINE Et _'. 1 • o Cv`e 1 p° III sti EXISTING CURB LINE Q 0tO. ► 410 /© �� s • - PROPOSED BUILDING �.I_ 0 x AGO - BLDGuI PRED CONCRETECURB/ 17----4111 FFE:19800/ �� 4 c1 BW:200.00 \ �� 1 BLBL ��ss } V �' ' �- • k-: POOL �� . . A �'"' PROPOSED STRIPING J Z O t ■ _ 19g i+ .° iqR , _ 100- - - - - - - EXISTING MAJOR CONTOUR J 0 < TYP 0... � TW:200.00 " ■ c •_, BW:197.16 ` 0.7% 101 EXISTING MINOR CONTOURQ J ❑ * N198.88 � �Q� a goo - PROPOSED MAJOR CONTOUR < 044 ,4' �►�� BW196.15 - - - - - _ W U Q l FFE:197.00 �� M I . 5g3 , TW:200.00 `© 1 .. - _ - © ' - 101PROPOSED SAW MINOR TO CONTOUR 0 BW:196.38 I - '�/. .� L I c n FFE:200.00 a G7 • O v BLD1I '` . �/ di\‘ : . ® "' :<: 6' N �' �� r w 2Qo X PROPOSED SEDIMENT FENCE ti �1 TW:197.51 �f 304 "'': I - - PROPOSED RETAINING WALL -- COMMUNITY Fr x I © G��1 BW:19526� I FFE:196.00 TYPE A A FFF;197.40 . 1 m . . 7 �,�_ 3 m 4� GPRP G3 w ' �o.00 BUILDING n? rn 3 FFE:202.00 n ••� 1 m� }{}� G C305 O EXISTING CONCRETE SURFACE 1 °7Iiik Q �� 1 ` _ ill k _ . PROPOSED CONCRETE SURFACE iti 11 1 II c ® �• n c1 o 4;� 1 � - " �- Ilii „,.....w., 1'111111 ®� , _ I____20.1_., �� U f 1NMI ' Oill ®��' I (,,, �` - PROPOSED LANDSCAPE SURFACE - �� GARAGE 9 _ ..... ..... _ _ ._..,........ ._ _�4iisvi7 � ...,. ,...�.�. a. � - GARAGE 5 h I !� TYPE G1 -..�_� c G. c . Al L L 1 J -J_ '_ l_ L �- c c c c c �1 P�'�"� r 11 c c ►�:�:�:�:�: PROPOSEb BOTTOM SURFACE OF _:, �, � 1� r.+e•_•. WATER DETENTION FACILITY o , t?6 1'9 ,�, 1st ' o_x�4 G 1.1 / S. u� 3 ___�A I �� PROPOSED DIRECTIONAL PAVEMENT Jr: =� r 195 \ ,.. itD © a MARKINGS { IF I +r SRR O TI ~ 4 A ARA(,F 7 H °� w ' I© T •"T .._. - r r T • / - ct�i � 7 I ., _- � �AR�O�TIB � � � � � - PROPOSED SIGN , ► �� o TYPE G5 I i9 ��. ®► `! -\. til ► li o �er � �� IIT � 1rl■� _ `.,. .,s� I� � ' j '� -■ -I I IIII ■ i- i '-'= �' IIII `��. J 4 i IIII +'- \ • �- -7 - PROPOSED ADA PARKING STALL !may`,] o �� / - - - pclE-w 1 1111 r m ■ p BL s 9I I BLD X 6. / irG7 FFE:195.00 DLD 8 �. '-- I FFE:198A0 1TW:1s140 2.D°i° . - , _ , " TYP A2 ,QC- TYP A2ai . ., , ...�BW:191. TYP. 0_8„6..0 i ® FFE:196.00 Icy TW:211.4D6,8 3 r' °�' BIN:208 40 - PROPOSED TOP AND BOTTOM OF WALL �� FN y /''. 19Z TW:195.96 TW:C30Zeli ��yy I SPOT GRADE 11�';•, , 9�_��i ► © © BW:195.95 c c TW:190.59!��'1'' e 4..iqh BW:192.15 is II - I, ._- _. ` _ \ D PRO E BW:189.50�� ! �, 1 " it, -" _fa °Ai _�� wIII5209.96 PROPOSED SPOT GRADE Z �N F y ©, ..1. .� ©....�� 4m Ai , • ��...� �. 1 �_ �� W 654 3P (-- zo ` -Al , n =: fps �':rr.' " --,14......• J 1.5% .� .= `• �"" ...-... ard-. . a. I m , �W` "' ilk,2 ►� � �' 3��: �t. �• - ti U ` _-- "...-0:7"--- ' - PROPOSED SLOPE ARROW C 1 �E �, ,. - lor...............„......„.....„................--,:r I eIII BW:195.88 n•�� - - ��J �'�. �•' .��. :�.r �< � �� - - . _ '� T ' - - - - - - - - - - -- TW:19848 , 4 D GON° d s" �� ' - -- -� -- _ _ BW:195.48 '1 ' i r'� PROPOSED INLET PROTECTION JG[ oa: 2° ,, r �'Tw:193.03 1.17- - - - - _: - - - - _ IC _ _ _ ti N $. RuS _ REFER TO CITY OF TIGARD PUBLIC �TW 198 48 r , e3 - - - - - - - - - - - - - - - - - - - •, --•, ��_ t = • - Tw:195.78 ` - U •F� �� E >cr � - - - - BW:19D.63 - II / - - - TW:191.84 TW:192.22 © - IMPROVEMENT PLANS UNDER BW:195.75 BW:195.48 �� - OP (�} - ---- � f,- O Q `. © TW:191 ;:- BW:191.76 BW:191.89 - - • _ ___ + .f 8 Li_ ,cz SEPARATE COVER FOR HAWK'S © _` ❑ EXPIRES:12137/76 ..c-i-i . , -' oLi- z ,-- % BEARD STREET IMPROVEMENTS _ , -- _ __ _---. 0 - _ _g 0 --_r CZ \ DATE I 02l0512016 _C CITI a o f r `" 4 1 _ EXISTING PUBLIC ©1 0 DRAWN 1 MJZ WO/DETEN ON-FACILITY m n A.\ DESIGNED I MJZ ry CIE • r 1 EEEE ED I KSR d E - 'cc ] NIP :� CT# J 21509510 Q �_� 1-.... _ DATUM:.._ D c .; I- OVERALL GRADING ELEVATION DATUM:CITY OF TIGARD(NGVD 29) o .s M BENCHMARK:2"BRASS DISK IN MON. BOX SCALE: 1"=40' V) SHEET NUMBER N 03 LOCATION SECTION COR 27128 l 33134 LOCATION: INTERSECTION OF SW CONESTOGA DR. 1 O C300 AND SUV125TH AVE. 40 20 0 40 m ELEVATION:244.67 FEET co inio ci LAND USE# SDR 2015-04004 EROSION CONTROL NOTES: s a 71 1 PROPOSED SEDIMENT FENCE v r-- o N b N 2 PROPOSED INLET PROTECTION p c P2 ti oprn " I GRADE 1% TO SIDEWALK colo ca SEE STRUCTURAL PLANS FOR y 4 GARAGE SLAB ELEVATIONS J CL NOTE: REFER TO 1200-C PERMIT PLANS I g FOR COMPLETE EROSION CONTROL o INFORMATION .----------- ..-'- „...- ''' %/.....::,:--:-.:.::::::::-- ... .....„,,,- ..,,,.....- . . - -...---- ....-„,...,,-.....-;:t -- ,,,,--- // ,.,.,.. , ' ADA NOTE: El I : •�N `"f PAVEMENT IN ADA PARKING ARE TO BE �� 5,- ,:---."-"" f ° MAXIMUM SLOPE IN ANY DIRECTION O I ,• 2/o N " '°` -f ' PARKING GARAGE NOTE: 4'`" PROVIDED ELEVATIONS IN FRONT OF GARAGE SIGNIFY THE I �`" „--- PROPOSED ELEVATION FOR ASPHALT ONLY AT THE CENTER OF t.. fir; .nr. J� INDIVIDUAL GARAGE DOORS. CONTRACTOR TO PROVIDE POSITIVE o -- ,. /...#°'...... � • I Naw:f"."'.- .`.J .y•^ �,r..f`• ..-: ""+CtL' a•,nr/''� "..'ri.:i^N`'' 8 -� - -�=` `` '_ w �' ` / DRAINAGE AWAY FROM GARAGE DOORS AND TRANSITION q p� �83 ":`' ```_ I --------'------ -------"------ . ._ �ar` ,:t w - / ASPHALT AS NECESSARY BETWEEN GARAGE DOORS. z W c7i F., . ,.gin"` AT-r': ""a 1-^ 1,:_:..1. ,..,....-,..........- ,,.. .,...,:: - - --- : I� • x•r' -r f,.,•,+.:•. , tom r�+`'f - PI \./ :;• f ' ., is r. - LEGEND art :• ..BW218.27= . .�.,..�� BOUNDARY LINE I R LIN,:,... :-T.,..:".----.1.-::::::_, -,°-f.:-.2-:::::: :,„..-,--•:,,'''''" ..........r,: •, EXIST NG CU B E - .. '" ° - PROPOSED BUILDING I _ I _.r �' ': ' K,�r'ra,.. ,:,, '`' r "tel~ ai• a p - - PROPOSED CONCRETE CURB iv° I �I s.,: PROPOSED STRIPING "� .�°1. - 100--- - - - - EXISTING MAJOR CONTOUR �'' ;•,_ >:' '- • -1.0 � 101 EXISTING MINOR CONTOUR ;: ``' �A" : "� <,.r r.'4 hf+y �.. .f:r s; :` • =�` �' ,. �� a 100 - PROPOSED MAJOR CONTOUR M•"---- „----'-'-' ` c . rn � "� _ - TW:216.09 io - PROPOSED MINOR CONTOUR _ ..-V:•<• -:">' A�tr�. -.-. BW 212 7 fr " . :s• '==' ti.` ti. y ^ ' - - - PROPOSED SAWCUT LINE ' Yes;= " ire X - PROPOSED SEDIMENT FENCE x 1:::,:.- ''''''''''''''' • • �� -- --- ,�. - PROPOSED RETAINING WALL ` RpP� 7a` a mss _ --• '' �.' f RY -'� - OS212391 / 's - EXISTING CONCRETE SURFACE N.:..:. � .. ' F _11a N c� _�' ELLS l`V11:216.9 I CK (� CJ B 2 00 goJoIF PROPOSED CONCRETE SURFACE ...,..--• h: �' i',�!~ C,N w 21 400' • 1 a� 11Y . s. < ^^ t :,.e:::r x,1`1 • • L1J .�M>r M�Nt P N� �N 8211.350 $ - PROPOSED LANDSCAPE SURFACE 0. P.,, YLf ° = R \ o M Cr) 1G�MP 1Mpk Q : . TW:216.66 w 1 1111•••'••' - ..:. -• �. p V �, ."•, 0:.•+•. PROPOSED BOTTOM SURFACE OF < kft.) •" pv� OSE ��( TW: 16 % 17 �� BW:211.40 5211.40 l �!.!.!.!i!i :: ':: 1LLL EtBW21i.38• 360 Ix " .; TC21071 1�'' � I 1 CK "� Z: BC:210.21 ' �.:_ ' :. - FFE:212.50 1 r W ~J �` TW:214.07 TC:210.17 x:11 / y. :• U : :' " : 2 5 Bw:208 1Q BC:209.67 c:210.71 r BLDG TYPE A3 & LIJ AI Z Q. .., • . ,e,--'.., 10, I LL Ce S2Q$2 `• PROPOSED VALLEY Z < Z ° . �� 1 TC:210.65 1 I .. �Y S207.8 l 1 r/ - ,,,,.•.. '' r / -P." �•� TC:209.53 '`---- . -- "--- __.. --. o TC:211.50 AND BOTTOM OF CURB JCD ,,°.n-' ' : ' cv R211.17 BC:211-00 �a BC:209.53PROPOSED TOPJ :' ` .• " ' 2 ---S208.14 �r 5EE GRADING DETAIL A ON SHEET C b I SPOT GRADE I--I--� •• ,':'. 5208.40 �� TC:209.47 . ®� i . . a. fir• FOR MORE INFORMATIONIllikaa ' I � n W ' ©` S209.42 BC:209"47 4.r 1 TW:21 1.4D _ PROPOSED TOP AND BOTTOM OF WALL V Z o E = -I, ,S2 a �. v' 2AZ • �(°l° / •. , S209.45 S209.18 TC:211.16 ©TYP S212.40 . .. - © BW:208"40 Co -- z -:, :. . �"..,.,. 0' . . . , " �R208-.30 v SPOT GRADE ° I BC:211.15 2 •. �,--. • y FFE:211.50 S211.48e .. 212 i f- oda �► I S209.96 - PROPOSED SPOT GRADE 0 -1 "" TW:208.85 � ' 5208.99 �O 1 1111' I QQ'`BW:207.27/ . • c-s �_ = 1.8% C(� / 5208.801 � S211.47 �� PROPOSED SLOPE ARROW1 `va 5211.57 �� 211-© S208.61 a _TC:210.40 • �` .-i 5211.10 "_ -� 1 i 'i PROPOSED INLET PROTECTION �".16:11..--; - 1.. - i "' S208.42 BC:210.40 \i: 521. 72 p. , . /z.. • I •..• }8207.08_..„../ . loppol. \. S211.41 mS -'.43 d� BC:209.27\ .• TC:209.26 •1116 tD 5208.33 \ 1 / N. : 19.20 -TC21 .31-- / _ BC:211.31 °�° FFE:208.54 © BC:209.18 ®®/ \ ' S210.40 \ TC:211.06 „,,i... �� _ - - - T 2C 08.05 - - - - BLDG 4 TYPE A3 - BC 207.55 rc:208.1 a BC:211.06 I /A t 1 - _ _ BC:20$.10 C:210.72 ,'` a ' 1 1 -----.. I • iii - _ / S208.17 : . .moi ;C:2,10.22 / A 1 j• .....,........../ TC:210.85 1 I =� �' TC:209.75 / BC:210.35 TC:210.62 l : >: 1 . _ _ _ _ _ - - - \ BC:210.12 5W HUNTINGTON °° _ �� o FFE:207.50 =j • BC:209.25 TC:210.65 ;;,'ry z - - _\_ \ TC:208.95 BC:210.15TC:208.97 AVENUE 1 r 7 11f 1111! - TC:207.97 " TC:209.85 :210.29 BC:208.63Eci- 1 BC' ' BC:209.79 pus BC:208.51 ° r ;�^ N r "fi ""� 0 S208.20 SEE PUBLIC IMPROVEMENT PLANS J I .� �,,,..� - u, ' \ \ + / - _ TC:208.85 iir TC:209.22 4 ' o 1 �� \ ? 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C301 E Q ci AND SW 125TH AVE. �� ELEVATION,240.67 FEET � � U 20 10 0 20 iz LAND USE# SDR 2015-00004 EROSION CONTROL NOTES: o N (10 ff 1 SEE STRUCTURAL PLANS FOR V rn , 1 1 1 GARAGE SLAB ELEVATIONS O ai o 04 2 PROPOSED INLET PROTECTION Co O II: 0 3 GRADE 1% TO SIDEWALK c c NOTE: REFER TO 1200-C PERMIT PLANS J eL FOR COMPLETE EROSION CONTROL INFORMATION u) 0 ADA NOTE: CNJ • �`"� ". r ' PAVEMENT IN ADA PARKING ARE TO BE 2% MAXIMUM SLOPE IN ANY DIRECTION 0 gyp " :" " Fw mow` .�w>%:-.:::-.,..i..:.•,‘,_______, , .- ,, s� XA 0 � -.�• .: r-'`` ,;:ter`` �;,:,�;.� r' PARKING GARAGE NOTE' PROVIDED ELEVATIONS IN FRONT OF GARAGE SIGN FY THE I -_/ ,. PROPOSED ELEVATION FOR ASPHALT ONLY AT THE CENTER OF �: : r: I NDIVIDUAL GARAGE DOORS. CONTRACTOR TO PROVI DE POSITIVE Si 13 :;,, �y. <. " ION DRAINAGE AWAY FROM GARAGE DOORS AND TRANSIT w ` e. ASPHALT AS NECESSARY BETWEEN GARAGE DOORS. Z, W ::::::: :.1 ":::::- ,J '-.;:•'�„.r' „ .', �": Nfr .-,::.v' ��r." 013" ..."'i / • .. + !, �jyJ0 I .r- `" e 2 LEGEND M ::,r . . '` • BOUNDARY LINE �� `a •-'" -r"� EXISTING CURB LINE r.. - ' '''' BW:210.04 H I PROPOSED BUILDING -. 1 �`` + -/ R0 - --"" rt .in; �11b\ = PROPOSED CONCRETE CURB ""•` Y P - `` `r �" .= PROPOSED STRIPING FERR ", TC:210.04 , �:- .. -' LrJ " -" • ••., f ' BC:209.7Q I-� ,71. - - - - - -100- - - - - - - EXISTING MAJOR CONTOUR O "" '�` $ j ion EXISTING MINOR CONTOUR C+ l' 5- -"'' - . i, 5207.17 • -,.w� -,, -- ,..'' S ,„r" .r -`'' N�.�•4:..iiiiiiiig ]�.- 8207.x8 ioo - PROPOSED MAJOR CONTOUR ;; :. NS '..'V v "" 9 8 , W _ -101 - PROPOSED MINOR CONTOUR Z ,,X • X141 p N\• '' :c"4 TC:209.82 ! • , + / o° = • "s ":. •• • PROPOSED SEDIMENT FENCE G 1Mp MpR E : LLI ..:.. :. R o�EM _ Bc � r Tw.21 x.46 11� iI PROPOSED RETAINING WALL v�� SES, R`� RC -'' / TW.208.00 .d1• •'6• ��' N eAO ` R BW:208.44 S - P E -"' W:205.63 U ,. ,. ,, �` �pRGO�S F B ! � �° '° TC:209.50 1� FG SC'N .,-''` '� '` i .• ' BC:209.05 1 Q EXISTING CONCRETE SURFACE " Ste .- TW:207.46 i _--....d TC:210.38 21x1 l,x ." BW:205.00 S205,93 _ �� BC:209.33 ► - PROPOSED CONCRETE SURFACE �• "✓/�"y"7� + ° �' �' O �� TC+:�2f08.22 iV, FFE:207.50 .�"' • :_`�'''-' V l •y' �• ;�r-a° � } I ,�� •a BV:GQ7.72 < a- .. rr -- I" Ay +M11'' •d• 'J�p I.�I \� �� + • • - PROPOSED LANDSCAPE SURFACE "Y TW 209 64 �''"''' i" •=" :e .', .�. �/ ' ;4 BW'2D8 10 ►'i'1 Ii'•i•'•i'i - PROPOSED BOTTOM SURFACE OF >..<c O °°°1e-""--:‘ ,,r• �'�� -----44 . .'.+ °j0 s. �I o S207.46 `' WATER DETENTION FACILITY m "� f y ' TW:205.84 . 'e 6 s$ 1 R;a=te "Y : TW:06.34 BW:2D3.58 TW:208.45 ui S207.46CD /� ",.".• r 5203.40 BW:205.83 •`� i 201 1....P / 1..` L.L x;.✓�BW:202.00 TW:206.44 �• PROPOSED ADA PARKING STALL �' ` BW,202.44 •� `R203.31 %- I •'.,-. 1 ' / ,� 8205.93 / LJ.1 ;,.•00'�TW_203.45 - _. , ��- .• �F- - f © TC' 06- _:.::.: - BW.201.41 h +� TC:203.45 11 lit ` . �� FFE:2Q6.00 1 BC:206.15 /, „Oi": " " :e , 5201.95 BC:202.95 f 1 TC.206.00 ® I fl W .•�'` T w "�`; �- 1 % BC:205.50 - ' `® PROPOSED VALLEY• BLDG 3 TYPE A3 TW:20605 zQ0 � •::i S203.42• - hBC: 15 81 , s\ TC:211.50 PROPOSED TOP AND BOTTOM OF CURB .. : ;° ';" -S201.S0 �r T 1 1 1 , _ BC:211.00 J L1J • .� w" _ i BC:202.71 SPOT GRADE CL i . 8201.55 - .. • - �� T 1 11 SEE GRADING DETAIL E ON SHEET C312 SEE e`+DING DETAIL C ON SHEET C311 J I: • �,�-tr - .38 •�� ® BC: 05.21 TW:211.40 pROPOSEb TOP AND BOTTOM OF WALL V Z Q _.,- �� 11. • BC:202• .63 FOR MORE INFORMATION FOR MORE INFORMATION 411400111 ' / a BW:208.40ZO�� S201.63 1 / � ... los `� SPOT GRADE S201.64 Q .; 011 �c-'' ..:\ ) \ 1 , / 5209.96 - PROPOSED SPOT GRADE ❑ = IL • 1 4. FFE:203.50 " ,. Q -. I Q 1 °f° .�S201.93 iti 23°I° ° ,. - 1 SEE GRADING DETAIL B ON SHEET C311 O ` ,'' ®, / FOR MORE INFORMATION 1 5°r° Ct i 1 TYP '��`-1111k- 5205.16�� \ !i- PROPOSED SLOPE ARROW t 11 U) R 1 �.�_�, © 204.84 , , 1 TC:205.90 - 05.82 BC:205.40 L - PROPOSED INLET PROTECTION * co u� `0 1C,0°�� '� 205-2o BC:205.32 N; \ SEE GRADING DETAIL D ON SHEET C311 co �, �- 1 8 / 8203.69`` \� TC:204.75 /TC:204.64 ' ?os 01 o FOR MORE INFORMATION BC:204.25 , BC.204.63 S202.13 1--T-TC:204.46 / TC:205.04 U � . . TC:2x4.59 ✓ S202.27 ` TC: 1 .: BC:203.71 1" BC:203.96 S204. BC:204.54 TC:202.30 1 C:204.36 5204.43 -1. ..• 01.$7 �, Y a. TC:204,33 BC:203.87 S204.28 �1 1 . FFE:202.00 BC:201.81 TC:202.83 ® BC:2D3.82 '\ �� 5204.13 8202,11 BC:202.83 � � TC:203,46 � S203.98 1 � - BLDG TYPE A3 ° II TC:201.94 7:203,46 S203.90 BC:201.93 A.203.15 \,,o TC:204.02SEE GRADING DETAEL F ON SHEET C312 �� BC. 02.65 G��S TW:203.42 , BC:20334 - - - Xv • © TC203.22 GPRP BW:2Q3.38 FOR MORE INFORMATION S202.12 `+_. / :202.87 TC:203.11 G1 �` BC:2a2.72 BC:202.61 `0p� ,�11110111a, , ..:202.37 TC:204.15 0 .:..:.;;�...•t -;, - TC:202.09 •:-__,,,4400.> :•:•--:::::•-.5:-,•;:;x TC:202.32 TC:203.01 TC:2Q3.85 13 _„ -:/ T•C'�a3.25 BC:203.35 !!:7-,00'.:',,:-- r"' c� BC:201.67 BC:2fl2.51 TC:203.21 \ C: 5 TJ • .-.,�- : `�� °n a. 1 BC:201.59 T 203 2 - �,. n 111( , : '' .I fi TC:203.25 BC:202.33 S202.30 BC:202.712.7% �� . w ��i TC:212.03 1 �,�, BC:203.52 o zo3 - � �•A ,.„... „:„-.7.0* o �. 01 BC:20 .60 _ 5202.22 TC:203.47 R199.91 n.. • ,--.;.1,::1,2::::,:_„„..-.--:-.\-40 BC:202.55� .i o r �� , 1 ` TC 222 S202.07BC:202.97-AT - - - - ra�,.::.' , ' � 1 1 , �' :201.57 S201.92 � \ici / �� ®�I.1 � ° � .,�;�'w�� ,� �� .��yI�' -�r.�� 8200.97 W %'', 201.56 � 1 \ T ' TC:202A3 S201.77 / / a N^ N"`; �" !►11C.201.9� BC:201.28 S201.62 TW:203.99 / c, - ''` \ "1Jiii .... 140 \ '\ - °` ' ` ic oprOlbpv- 1 1R� 1 '2or S201.44 �-��PE N li I- w 'f r =1` '♦co �- - 5201.21 PG'1 ,r • Tw:200.02 • 202 ti .! _ f 1' 1 '`� / �. __ .1 / PR TC:203.17 h BW:20Q.01LL BC:201.45 ;; �i 1S200.99` G BC:202S200.77 .76 © icl - - '` i�" r. `.� `ef".if1 =‘117.0i*--1------Pil 11,, 0 1 1 1 BC:203.16 • • . t i: 1 1 • * 63.°. y 5200.54S201 • r - - - :.az: � ! � 11 i. v J s2DD.43 S� " •F �,4 • s.D°r° ! ^`' ` _ Il _ i. _ �D PROFo G Gk?'NG .4 - ' I 00111-.101L1110+I '1��I Z w7NGIN�F19 O,y9f. / �GMATC -. _ HEET C3�5 s. v is11111 Hi . li I s�4 3p 1+_ - 1' 11 ill 1' E� I IIIMM 11111(- \ - / .. 11 111 11 \ I _ f �� 1 �' i :. rte_•• - .*MS ! �i. --� - -�■. _rr- w. 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C3O2ELEVATION:240,67 FEET 20 10 0 20 U o_ LAND USE# SDR 2015-00004 EROSION CONTROL NOTES: o r to 1 PROPOSED SEDIMENT FENCE V It CN o0 J m c 2 PROPOSED INLET PROTECTION p 2 m N O 0 2ti 3 GRADE 1% TO SIDEWALK oOrncm P SEE STRUCTURAL PLANS FOR -- co I `* GARAGE SLAB ELEVATIONS J c„NOTE: REFER TO 1200-C PERMIT PLANS FOR COMPLETE EROSION CONTROL cn INFORMATION N N. x::: ADA NOTE: 0 + �' �'- " � ", PAVEMENT IN ADA PARKING ARE TO BE ,• �''' 1,..' 2% MAXIMUM SLOPE IN ANY DIRECTION ..✓� .rr/-•fin hY • --. CI ;lw, ..1.''''',,,,„:<,.".i.," � `:Y PARKING GARAGE NOTE: 3 PROVIDED ELEVATIONS IN FRONT OF GARAGE SIGNIFY THE `: `� PROPOSED ELEVATION FOR ASPHALT ONLY { w,., rr, AT THE CENTER OF • } •'� N J y '" r`' 3� °' ,,, °PO INDIVIDUAL GARAGE DOORS. CONTRACTOR TO PROVIDE POSITIVE o w t. �, `;;.,,� ,••• �``,,;. x:} - •-` ��,,...-' ..®`` DRAINAGE AWAY FROM GARAGE DOORS AND TRANSITION CI p; #. Ik it { •• ,„.......:•:,-,."-5:-:-'---. ...•-•• .-� ,,.• •: ASPHALT AS NECESSARY BETWEEN GARAGE DOORS. z W�j }? .��a ' w f '' ""'. y "ms' s 'a �.,. • ." LEGEND °' .,.,-.n.:.x,. nr; ten, • Citi yam: :• `y ;'' _: ��. .,, BOUNDARY LINE BW:200.51 n.. s r r x e 4.• } r r �,�°" .1.' `' : i PROPOSED BUILDING Y.,.n ✓'" '`• y 4 • / / ' .../ • ,„ a•„ fir. a © PROPOSED CONCRETE CURB �; • ° '- ��' PROPOSED STRIPING 1 .• --- RY R TW:203.65 d ., �S200.89 - ---- -100- - - - - - - EXISTING MAJOR CONTOUR r n r`' • _ FER BW:200.49. / N V J < ' ~ LS _ �'"' / 5201.00 101 EXISTING MINOR CONTOUR / :f; OL • • e R200.26 100 - PROPOSED MAJOR CONTOUR f '' NS 5" S200.42 j% �a, .'� i 101 - PROPOSED MINOR CONTOUR s. 04'P A�N / ,. a • .. ��/ S200.42 ' - - - PROPOSED SAWCUT LINE •/ �{'r "� •• s PROJE pJ�M�N � ' • �� BC:199.69 S200.49 LIJ X - PROPOSED SEDIMENT FENCE • / „ ��‘G� ED\RRRFLD ,: • • - - PROPOSED RETAINING WALL ?- OS / TC:199.47 5200.24 r ' .97 • . ''`• pRp O\-�'S ''` < " B 8 �� EXISTING CONCRETE SURFACE " .• BLDG 2 TYPE A3 { •-•,--4W:199.79 TC:199.25 U y; y ,�•- ,.•_" _ v. '`f BW:198.64 �� BC:198.90 • - PROPOSED CONCRETE SURFACE �' TW:199.54 TW:19$.01 �� -- '/ S199.13 TC:199.35 W <( 0- S 199.15 BC:198.85 ii 3 BW:197.15 BW 196.72 a / TC:199.13 _ • - PROPOSED LANDSCAPE SURFACE �� -' R198.14 isi.. (� FFE:201.00 W "•••• I. r ...,,, • �� 198 -� I o W= .----,--0--- A BC:198.63- ►�•�•�.�•�. - PROPOSED BOTTOM SURFACE OF �y : < 0 1 "< r ►'"�''� WATER DETENTION FACILITY LL .'• TW:199 ./� © ! BW:197.29 ' '. �` • W > 0 em` %" y • r"`'• r" R196.46 r ' J PROPOSED ADA PARKING STALL i CK LLI f:/ _ yI\,•1100 , Ilk U z t top. © 0 p BC:198.18 5198.35 , w �- �� S196r95 .' / S20� 09 • I.. �,�� `.> S y ' ® . . - PROPOSED VALLEY Z TW:197.91 '�,�% , © 1 C:2 -I r� Q O BW:197.85 �►�� ^ � I TC:19$.43 .I C:2 TC:211.50 Q L J CL y ' .r} ' �. ,� 5197.00 SEE GRADING DETAIL G ON SHEET 0312 fR19793 BC:197.93 BC:211.00 PROPOSED TOP AND BOTTOM OF CURB/ 1TC:20033/ � ' •`� ; TC:19$.67 BC:199 $3 SPOT GRADE BC:198.17 tI 100 1 r� 1�PROPOSED TOP AND BOOM OF WALL 00 yr • � _ BC:199.57 \ -- SPOT GRADE Z Q TC:200.17 `ti- ' ! r ' BLDG 1 i YPE A4 1 TC:198.75�TC:200.13 BC:199.67 S2D9.96 - PROPOSED SPOT GRADE ❑ = J CL .. S 198.58 ® BC:198.25 ,� 0 Q 1 �I- BC:199.63 1, `� 1 TC:198.94 `1 / 1.5% CL r� O C9 .•-' PROP SLOPE ARROW / BC:198.27 R198.61 0 V J = F- •� �`n. ,�,„�,,,., � PROPOSED ; / w.w.. " -1.1 CD r TC:198.56 / PROPOSED INLET PROTECTION ``f CP -1-1 • BC:1 6� A m �,� ti ,Y m ` III, �..y s� W - s ,a ....... TC:198.82 01 • 2 >P . R197.34 '� 111101.1P- 5� BC:198.32 O C7 FFE:197.00 3 111 S197.71 Cf C:198.74 G U1 1 I P 5197.92 BC:19824 �_ to D r c l .+ © S197.62 I .---P TC:198.69 .� i9B n �_ t O ; �,� ' / Deo 8C:198.19 TC:198.25 : v m _ 1 ( BC:197752 \ \\0 '4 c 1 6. ... S 197.02 1 TC:198.53 TC:198.15 rn ° R197,58 BC:196.56 BC:197.G5 ."'") FA . - S 196.83 f^,•- i ` tiS196.45 TC:196.25 S196.46 S196.65 .0\ TC:198.05 : -f-7•, "-:�- _° Z cn BC:195.75 S 196.37 TC:198.44 BC:197.55 } 0 S19fi.88 TC:196.12 o � ~ i 1BC:198.39 BC:195.56 5196.51 Ico 1 4 TC:197.56 :-;":f:...7k::::4ri.:.•":::.••• :....-::'17-.....-'.1,„---- -1., ' 'iik woI C' A 1 r 1� r� 5196.3.4 � �RP 3 BC:197.06 - ..r1- 0\rii ill Min MATCHLINE - SEE SHEET C308 ,. ,� ,r ... �-\ \... . �i+1W V .:-:'-• I% r,: i.:,....:_m_ii_ 4,.. ii. . ., •,,,• :: ,„ gm ... ..,:•,,,„.:.,,,::-•:.......:. . ,...?„......,. . ..„ ....... 1, \0 , __ . „1. _ , _..... _ ,I, . ...r,„tot -i, " . ,:, ... .. , , is , . ---...... 1 1 Y';it-. :: `"4. it r J . ,' ... ' 1 .. k.E:;,, .;,::::.,,,,H,.,,, ..... ....,i, ;\.e 1_1 ..T..__.40 ,,.. . . 1 _vo. 1. 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SCALE: 1"=20 isi ii © C3O3 E " AND SW 125TH AVE. iim ELEVATION:24067 FEET cn 16- 6 6 20 10 0 20 U ET Li': LAND USE# SDR 2015-00004 EROSION CONTROL NOTES: o N 8 V It rn co 111 PROPOSED SEDIMENT FENCE J '45-Qo O 2 O N � G u) v n I I - PROPOSED INLET PROTECTION 1 o 0 Co NOTE: REFER TO 1200-C PERMIT PLANS a� c FOR COMPLETE EROSION CONTROL E.J 1 INFORMATION a ADA NOTE: co PAVEMENT IN ADA PARKING ARE TO BE N 2% MAXIMUM SLOPE IN ANY DIRECTION N- 0 O PARKING GARAGE NOTE: j 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 MATCHLINE - SEE SHEET 0304 ASPHALT AS NECESSARY BETWEEN GARAGE DOORS. z_ _ _ _ _ 1 I IF ,3z43,,, i `7 7 "7"" \ TC:207.19 I J r �� 1_1 ._a < O - ; o o x ria BC:206.08 )( .- -��-- 7 n IL . , LEGEND X a+ 0 r` TC:207.42 C:207.55IP I I �^__ BOUNDARY LINE S205.90 o TC:207.10 BC:206.92 BC:207.56 I I I - EXISTING CURB LINE © BC:205.96 II 206 `� S205.83-S205.88 1 : \o. - .a - PROPOSED BUILDING S205.78 TC:206.04 TC:205.95 r - PROPOSED CONCRETE CURB S205.73 BC:2Q5.554� BC:205.45 • ;. I TC:206.11 S205.68 8205.32 JJ - PROPOSED STRIPING BC:205.65 _ • �- • � I 100- - - EXISTING MAJOR CONTOUR r n ' TC:2Q6.04 TC:205.97 _: 101 - EXISTING MINOR CONTOUR C+ / TC• •-.•6 TC:2a5.$2 * s BC:205.54 BC:205.47 * � �gC:205.46 �F 1 BC:205.32 .. " Em- loo - PROPOSED MAJOR CONTOUR 5EE GRADING TC:205.64 I1 :t Tir.C:205.10 5205.96 + BC:205.14 1 I. J I 101 - PROPOSED MINOR CONTOUR BC:205.10 DETAIL D ON SHEET �S * I Z I I - PROPOSED SAWCUT LINE I �2p� C311 FOR MORE --., S205.05 1- I `' PROPOSED SEDIMENT FENCE S204.96 INFORMATION _z 5205.96 I 1".: : lr X TC:205.07S202.13 --�-8241.65 203 `S202.13 �D5 00 - Z PROPOSED RETAINING WALL LIJ BC:204.57 ` AIIIIII.,. • S204.93 I I .. * I ... • 2.0% 2.0% 5204.81 0 - EXISTING CONCRETE SURFACE TC:204.50 : S204.88 � I - I .4 I f 1 x_. .............. BC:204.49 `-* S204.63 I . N ir 2 S203.06 I ` p°' - . - - PROPOSED CONCRETE SURFACE I TC:205.D4 a r- - I� < 0- BC:204 TC:204.71- SEE GRADING DETAIL D ON SHEET C312 \7),p I - I . I . Z I - PROPOSED LANDSCAPE SURFACE • r ..-- BC:204.21 FOR MORE INFORMATION - S203.06 H = I .1 - - - S202.77 , I I ►'i�i�i�iri o 5202.64 FFE:203.00 \ % it ^ k I ►��i��* - PROPOSED BOTTOM SURFACE OF ��// 1 I I.: U} '"-'-'-' WATER DETENTION FACILITY LL S2Q3.06 I oc 111 0203- �- L7C�D I I I I La , I ¢ I I y/ I - - - I .. .,� ¢ S203.06 c, / PROPOSED ADA PARKING STALL D E - . ECCD 1- 5203.06 -- 12L Ill TC:2D2.89 BC:202.39 - - h. I / Z ~ -� � TC:202.91 � - 02 o BC:202.41 I I I . " � ct I- -¢ - - `i I 1.___Lb, - . - PROPOSED VALLEY Z Z 0,0 Cn O U _ _� -- .. 11 0 n .> . I TC:211.50 rH I BC:201.70 `' I BC:211.00 - PROPOSED TOP AND BOTTOM OF CURB J J W I 1 .. \ TC:203.84 SPOT GRADE 0- ❑ w W - -1 TC:2d3.89 BC:203.84 S2a3-54 TW:211.40 r 1� 77 CL _ TC.202.54 TC:202.44 2� - PROPOSED TOP AND BOTTOM OF WALL V L o I BC:202.04 I • BC:201.94 BC:203.05 0 BW:208.40 SPOT GRADE z O W TC:201.98f- - - - TC:203.63 - 11J BC:201.48i 1 _ BC:202.96 (203.94) I 0 TC:2a2.17J ct BLDG 7 TYPE Al Tw:203.90 S209,96 - PROPOSED SPOT GRADE < J y BC:201.67 BW:203.85 o LU TC:241.40 TC:203.39 1.5% rn Z BC:201.41 I \BC:202.87 03 i I - PROPOSED SLOPE ARROW (. V J I 1- BC:201.34 :' U BC:203.76 . / I ■' - PROPOSED INLET PROTECTION } = BC:201.34 8202.10 R202.13 BC:201.62 BC:203.76 ■� m C TC:202.40 ,- TC:202.36 I . 1[ 1 Q I BC:201.90BC:201.86 41 U I ��,� L202j I U I I TC:202.02 8201.49 TC:201.92 . rif I BC:201.52 © I I" 504.$6 BC:201,42 A1 S200.73 S201.954-* il n R201.42 "I l S201.41 - o r .� 201 '"' sr�`r S200.147 5201-93 S20Q.84 S GRAN `-'!i, AIL r ' EET 0313 I _ � E I. � FOR MORE • ' IATIII I �� 01 .,�,w::' ` "� �r 0 m SEE GRADING DETAIL K ON SHEET C313 16. FOR MORE INFORMATION47 1. S200. Q o ' I I .. "q"f�' j3 FFE:2Q2A0 I � :� "� Lu mc9 CD v 5200.11 - I ! = = _iiirfur 1 S 199.'4 �.' 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BW:200.00 G z TC:199.33 qua 1 BC:200.73 101- 2,:220000:_94. 6• S197.95 •I FOR DETAILS <: - EXISTING CURB LINE J BC:198.83 0 TW:200.84 © BW:198.02 3 - 1 - PROPOSED BUILDING U TC:199.23 ~ - s TC:200.69 BC:198.73 TW:200.03 198 TW:200.00 ► BC:199 53 - PROPOSED CONCRETE CURB BW:197.27 5195.95 ' "--- - BW:197.16 ____-------2 \ I L TC:200.14 - PROPOSED STRIPING BC:199.67 - ioo- - - - - - - EXISTING MAJOR CONTOUR TC:198.97 AP"'---- 8195.78 a r n `�' BC:198.99 s. `_ 197 S197.16 �' 101 EXISTING MINOR CONTOUR v _ TC:199.96 4.1 TC:198.69 so �� BC:199.46 I BC:198 19 8198.99 p I� 1, - ; . .: goo PROPOSED MAJOR CONTOUR TW:198.88 , ''`�lor T1N:200.00 TC:199.88 ioi - PROPOSED MINOR CONTOUR Z TC:198.59IllLs.. h �.� _ - BC:199.40 O - BW:196.15 _ /� -_ BW:196.38 CO PROPOSED SAWGUT LINE 1 BC:198.09 s �. a ` -/''' -- - I I- X - PROPOSED SEDIMENT FENCE S197.42 `� • Nv. - TC:199.84 - - ,. , - _ :198.77 10 - PROPOSED RETAINING WALL BC:199.40 W - :198.27- - - I , I W - s a N p S197.32 - FFE:200.00 TC:199.83 o t - EXISTING CONCRETE SURFACE BC:199.40 \I(/) n - • •; Il R194.97 2 LU n - PROPOSED CONCRETE SURFACE CK :198.07 < ^ BLDG 6 T 'E A4 COMMUNITY II co m II - PROPOSED LANDSCAPE SURFACE S197.12 TW:197.51 I� BW:195.26 8196.63 s +' : BUILDING �\� w FFE:196.00 FFE:197.00 + S196.92 ►••••' N ,' SEE GRADING DETAIL H ON SHEET C313 SEE GRADING DETAIL K ON SHEET 0313 J ►••••• ••. - PROPOSED BOTTOM SURFACE OF LL 5196.72 ,�-- FOR MORE INFORMATION SEI GRADING DETAIL ION SHEET C313 FOR MORE INFORMATION _ �' `�•�•��•�� WATER DETENTION FACILITY w SEE GRADING DETAIL N ON SHEET 0314 FO` MORE INFORMATION - C? 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D co E il ' ' . �3� S1 - - - - _ -w ii o Q 0�7 V - PROPOSED VALLEY O 1 7, o = o T.1 0 1 .1-� o -7�e e I I - _ L TC:195. 5 Cf) ' I I I I I I I I I BC:198.40 BC:199.26.19. 18 C:199.55 BC:198.50 , TC:199.15 Q Q O U I BC:198.40 BC:199.26 BC:198.50 l BC:19$.65 1 TC:211.5D • BC:195. 5 I I I I I I I I 1 1 tsi::19:.6$ , :C:199.05 / - PROPOSED TOP AND BOTTOM OF CURB J I- TC:196.02 CARPORT �n i TC:198.25 111 /// BC:211.00 SPOT GRADE w W BC:195.50 i I I- I I I I I I r BC:198.25 1 18 Ill I C C C C ► Tc:195.91 I 1 L _ L _ _ _l ._ _I_ _ L s1_ _1 _ _ _II TW:211.40 - PROPOSED TOP AND BOTTOM OF WALL V Z 0 TC:195.'2 BC:195.41 TC:198.83I B W:208.40 CO I BC:195. 1 BC:198.16 TC.19 93 SPOT GRADE z O w TC:195.75 BC:198 7.. .. J W - - - TC: 95.65 BC:195.25 , TC:196.60 O 1'96.2&- - Q I J CL CO BC: • 15 �� ' BC:198.26 r tr.� SEE GRADING DE a l SHEET C313 BC.198.208 S209.96 - PROPOSED SPOT GRADE Q J N I ' 195 1°r- S197.01 \ S197.58 FOR MOR RMATION -_,,,,27/....________ < `! 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BOX CO SHEET NUMBER T) BEING SECTION COR 27/281 33/34 SCALE: 1"=201 Z LOCATION- INTERSECTION OF SW CONFSTOGA DR.: r� AND SW 125TH AVE. � O C305 coELEVATION 24�67 FEET E5 ai 20 10 0 20 EL LL LAND USE# SDR 2015-00004 EROSION CONTROL NOTES: 0 o 1 PROPOSED SEDIMENT FENCE U .J 2 PROPOSED INLET PROTECTION 00 0 A c O ) R .' 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'� I DRAINAGE AWAY FROM GARAGE DOORS AND TRANSITION S199.58 TC:198.96 TC:197.63 TW;198.69 ASPHALT AS NECESSARY BETWEEN GARAGE DOORS. di BC:198.66 TC:199.05 5199.58 TC:1 jul p x � � gGaa�,n� BW;198.50 � BC:198.88 5199.5$ BC:1 9 51 2 W a _,o S199.58" TC:199.06 MILMM I 1 z v CO ,g 1s8\ TC:198.69 TC:198.73 1ss �gy I BC:197.56 •1 I . TW:197.54 I I "� - O r 0 L TC:197.91 TC:197.38 ; BC:19$.19 ti O BC:197.41 BC:19$.23 S199.58 �� BW:197.4$ BC:197.38 0 °�° ` N ` LEGEND �` I TC:198.63 O R197.65 BC:197.6$ 4 ..------ ..?;.: 3 I TC:19 61 - - T - - -\ - T - 7 - -I- - I- - T - I IC:198.60 __ - BOUNDARY LINE TC:197.34 BC;19 11 ' . TC:198.65 I I I I I I I BC:198.1 Q - L ` BC:197.34 TC:198 27_�` BC:198.15 I 1 I I I / I I I EXISTING CURB LINE hIl. TC:197.50_ BC:197 77 TC:198.25A�PORT�B I R198.10 - PROPOSED BUILDING 497 : �, BC:197.00 BC:197.77 I I I I TC:198.$7 I ` ,� PROPOSED CONCRETE CURB ::'.:. {. _� -- o -- ..Lo a BC:198.40! --- 11 11 e� � S197.32 . of 5194.60 TC:197.2fi '"'< S197.89 \: S197. 7 G � ' (194.90) I ! - - R197.00 - I` / W - PROPOSED STRIPING •J BC:196.91 - ` f ...�� 2 ` �/ I i zoo- - - - EXISTING MAJOR CONTOUR r n I o �o� - EXISTING MINOR CONTOUR �/ TC:196.77 S197.47D1[7---4'r- I;BC:196.90 J BC:196.77 TC:197.40 - 1 "'- . TW;19721looPROPOSED MAJOR CONTOUR �-�- l_ BW:195.35 Q io1 - PROPOSED MINOR CONTOUR.. R198.20 TC:196.61 -� \ 4 I BC:196.72 TW:199.00 I 0 I - PROPOSED SAWCUT LINE TC:196.53 ' I SEE GRADING DETAIL L ON SHEET C313 BW:197.51 - X - - PROPOSED SEDIMENT FENCE N- BC:196.61 FOR MORE INFORMATION z z _ PROPOSED RETAINING WALL 0 1 a TC:196.$2 '� U co BC:196.49 II P g ! Z I - EXISTING CONCRETE SURFACE I- - - - BLDG 10 TYPE A2 EXPOSED FOUNDATION j 1 I i I W I I SEE GRADING DETAIL M ON SHEET C314 I,/ 196.07 5192.12 Z - PROPOSED CONCRETE SURFACE CL _ - - - ' _ FFE:198.00 FOR MORE INFORMATION FFE:199.00 v 192 61 k r - 1 ( ) < CL Cf) I i I - PROPOSED LANDSCAPE SURFACE D W IC) UTC:195.56 I ~ S199.00 °�' TW:197.63 •.-..-•-• O ►.•••.� BW:194.63 ►'••.O•.'. PROPOSED BOTTOM SURFACE OF' TC:195.81 - R198.42 , WATER DETENTION FACILITY W U TC:195.23 BC:195,_31 0 Z BC:194.35 I \,S196.00c ,I ...----- •''..."i_...„----- 2 ! �° I .� TC:194.93 + �,_ R191.10 I ` ilt [: = (-3 ' ` .•' �� TW:197 27-11-s% i N - PROPOSED ADA PARKING STALL UBC:194.59 W '-., XBW:194.27 Q =� j IA. '4141101.110"'" 5191.45 \ w Z = _- - -_1.-n TW:195.78 ®�_ TW:199.00 ` ! H - 11111.11111k BW:193.22 TW:198.48_,. TW:198.48 BW199.00 I I son BW:195.48 IIMIA BW:195.4$ + _ © - PROPOSED VALLEY I ct TW:197.82 0 TW:190.93 =` TW:190 9-2� . �'4` ` TW:198.88 •. 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BOX CJ J SHEET NUMBER T , BEING SECTION COR 27/28/33/34 Z LOCATION: INTERSECTION OF 5W CONESTOGA DR. 1"-20' 0 C30 U C c"-:-J SCALE, E N AND SW 125TH AVE ELEVATION:240,67 FEET u) bi- 0 o a) 20 10 0 20 n_ iL LAND USE# SDR 2015-00004• EROSION CONTROL NOTES: O in o N- o I I PROPOSED SEDIMENT FENCE �? rn °� J C 8 O N ON 2 PROPOSED INLET PROTECTION G - c NOTE: REFER TO 1200-C PERMIT PLANS o O 0' FOR COMPLETE EROSION CONTROL 1fig INFORMATION E cu ADA NOTE: J 3 a MATCHLINE - SEE SHEET C305 PAVEMENT IN ADA PARKING ARE TO BE 2% MAXIMUM SLOPE IN ANY DIRECTION o r I ice- i. - _ . . , . .- - �_ ___. _ __ .• _ . _ . . . cv 1a o TC:195.92 ^° �' r98\ 8„,0 1SS ::»: 0 195 1.1 io Tc:,s5.9i ,,' PARKING GARAGE NOTE: Bc:195� - - :1 r- - -- .- p - TC:195.54 I I S196.92 I BC:198.06 PROVIDED ELEVATIONS IN FRONT OF GARAGE SIGNIFY THE TC:195.90 PROPOSED ELEVATION FOR ASPHALT ONLY AT THE CENTER OF O BC:195.04 o BC:195.57 - - - r TC:19 .83 INDIVIDUAL GARAGE DOORS. CONTRACTOR TO PROVIDE POSITIVE I TC:197.03 DRAINAGE AWAY FROM GARAGE DOORS AND TRANSITION �1 2 D BC:19 .33 \ GARAGE 7 R194.53 /� \ (BC:196.53 ASPHALT AS NECESSARY BETWEEN GARAGE DOORS. TC:196.91 TYPE G5 Hs TC:197.88 TC:195.48 � u W TC:195.24 BC:194.98 I TC:195.91 BC:196.41 BC:197.02 PT- / BC:195.22 BC:195.41 TC:194.26 \ . 1_ R195 22 = - �\\I - I i97 BC:193.91 . . tf3ti`I S196.28- v �I H . ii i it a , . . _. r r 'i , , m l _ � 5194.56 l.: �' lah..,_ 11S196.18 - " I ' LEGEND 5196.00 � I Ur I SEE GRADING DETAIL M ON SHEET 0314 k - BOUNDARY LINE J 2 FOR MORE INFORMATION r EXISTING CURB LINE SEE GRADING DETAIL 0 ON SHEET 0312 TC:197,41 TC:196.71I - - FOR MORE INFORMATION FFE:197.00 BC:197.39 BC:196.71 - PROPOSED BUILDING o r FFE:196.00 Cr) • EXPOSED FOUNDATION SEE GRADING DETAIL N ON SHEET C314 to r - PROPOSED CONCRETE CURB o � FOR MORE INFORMATION .. 0 - PROPOSED STRIPING H BLDG 9 PEAL H - 100- - - - - - - EXISTING MAJOR CONTOUR r n W _ '� I W 1o1 - EXISTING MINOR CONTOUR C N I . = 5194 22 r� �1 = 100 - PROPOSED MAJOR CONTOUR (/) ` FFE:197.00 Cl) w !, FFE:196.00 101 - PROPOSED MINOR CONTOUR Z _I W _ T_____ _ - PROPOSED SAWCUT LINE w S191.59 I-W:195.73 W W TW:195.88 2 TW:196.89 TW:195.73 BW:191.32 0 u) - X - - PROPOSED SEDIMENT FENCE ' • 2 2 BW:192.81 BW:193.39 BW:192.84 ' -TC:195.37 TW:194.65 I• PROPOSED RETAINING WALL W BC:195.38 BW:195.03 r W EXISTING CONCRETE SURFACE I� '-17/ : ■,' �. lI_ 196 U I U R192.1p TW:194.56 ' y C.) . • .• - PROPOSED CONCRETE SURFACE I , -c:= a F-< 1 (V i' -41I` BW:191.97 :0 F ^ 192'; j 5192.86 tip' •�_________ '___ `..., ; -• PROPOSED LANDSCAPE SURFACE D �- R191.95 �� - . . . TC:19Q.� _ x.91- 5192.83 J-- BC:190.86' 190 • -..,R194.58 ;.;.;.;.;.; Q 7�� ►� ��LT�� _ ►••••••�i - PROPOSED BOTTOM SURFACE OF C - - R188.86 ' ,, R191.06 &WA ,i %.._., WATER DETENTION FACILITY 191 : . . �( Y X �F if ► r- I. .. ..,. .. .. :... -..::. :.... .: '`,: �v:,.•.u,.0 .yy� ° e d . • _ a S189.32 4.. • . . a.. ` ° ,•"`i .�• © :195 20 - PROPOSED ADA PARKING STALL . r BW:193.16 L.IL S190.73 `..,..• ' 5190.48 , G SEE PUBLIC IMPROVEMENT PLANS TW:195.17 TW:194.93 - I & / • S190.68 1 © FOR PROPOSED IMPROVEMENT IN BW:193.00 BW:192.93 - - PROPOSED VALLEY Z SW HAWK'S BEARD ST. n� O �; T• C:211.50 - PROPOSED TOP AND BOTTOM OF CURB J �'"' SW HAWIS. 4q -ARD STREET BC:211.00LLJ .* SPOT GRADE �r•� LJ - , _ r..........ti::::' „A_ .. .211.40 �. xz -- T• W PROPOSED TOP AND BOTTOM OF WALL V Z 0 rram..�.-. 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BOX O SHEET NUMBER BEINGSECTIONCOR27/28/33/34 7 CV cl3 LOCATION: INTERSECTION OF SW CONESTOGA DR SCALE: 1"=20' Z E N AND SW 125TH AVE- �� o C307.11 .11. as - ION:240.67 FEET co b- o v 20 10 0 20 a LAND USE# SDR 2015-00004 LO EROSION CONTROL NOTES: 0 LO '- 1 PROPOSED SEDIMENT FENCE ,_o) 0 -Ln a) 2 PROPOSED INLET PROTECTION 0 cn 2 pO0) rr 3 GRADE 1% TO SIDEWALK c c L cu SEE STRUCTURAL PLANS FOR to 4 co a GARAGE SLAB ELEVATIONS NOTE:: REFER TO 1200-C PERMIT PLANS co FOR COMPLETE EROSION CONTROL o INFORMATION rte--- ADA NOTE: Q PAVEMENT IN ADA PARKING ARE TO BE ❑ 2% MAXIMUM SLOPE IN ANY DIRECTION MATCHLINE SEE SHEET C303 PARKING GARAGE NOTE: cO • 1, 74 - mimil � limiill . '•_` LI PROVIDED ELEVATIONS IN FRONT OF GARAGE SIGNIFY THE �,�, --� GPR .. PROPOSED ELEVATION FOR ASPHALT ONLY AT THE CENTER OF 4 TC:195.98 0 �-- ��pEG3 INDIVIDUAL GARAGE DOORS. CONTRACTOR TO PROVIDE POSITIVE BC:195.36 _ t3 (� DRAINAGE AWAY FROM GARAGE DOORS AND TRANSITION o f h. • TC:195.84 1 �� SEE GRADING DETAIL H ON SHEET C312 �.� TC.197.49Ti ASPHALT AS NECESSARY BETWEEN GARAGE DOORS. Q W c 4 5 BC:195.33 ^a f TC:196.10 FOR MORE INFORMATION c_; 1 IC:196.74 F -c, I P. } 5195.48. 5195. 2 TC:196.12 BC:196.10 I BC:196.74imEN p - c o \ .. .; ....../....-BC:196.10 \ __.4 0 ., f:4 -2 leil �, LEGEND xwc7 / 1 .:. 197.40 TC:196.67 0 TC:195.09 BC , 1 [ •196.67 BC:195.10 TC:196.58 ' .. - BOUNDARY LINE S195.42 S195.45 TC:194.72 BC:196.63 - TC:196.74 I TC:19•.34 }; TC:196.00 GARAGE 9 TC:196.86 BC:196.24 BC:19 32 - EXISTING CURB LINE BC:194.22 T96' BC:196.36 TC:1•►.37 TC:197Ad BC:195.51 TYPE G1 BC:1• 87 - PROPOSED BUILDING • TC:194.64 S195.46 0 BC:196.54 �. �`. �, BC:194.14 S195.23 S195.92 �"'; - PROPOSED CONCRETE CURB \_-_ C C F - ::-4.k-- ; • R194.05 1g;� �, TC:19 .112 - PROPOSED STRIPING TC:195.56 TC:1••.87 TC:196.39 I a E - �• f BC:195.06 5195.63 S196.08 BC:1••.53 BC:196.33 BC:19 '61 - 100- - - - - - - EXISTING MAJOR CONTOUR I 195 - - - - �� 5196.20 101 - EXISTING MINOR CONTOUR Cl) • • 1qI SEE GRADING DET, • ON SHEET 0315 T :1 4. 7 TC:196.17 100 - PROPOSED MAJOR CONTOUR FOR MOR' FORMATION C 9 3 BC:195.67 I _ TC:194.85 0 © BC:196.08 101 - PROPOSED MINOR CONTOUR 7 �-�' 44 0o. BC:194.84 ''t TC:194.21 a o i i TC:195.27 i - - - PROPOSED SAWCUT LINE L 17 I 5194.00 © BC:193., fir = :1•'.=8 - _ _ _ TC:195.43 -I X PROPOSED SEDIMENT FENCE TC:194.06 1- - BC:194.94� a.] I I TC:196.14 - PROPOSED RETAINING WALL III BC:193.57 TC:194.21 < TC:195.27 TC:195.90 BC:194.44 �, 1 BC:193.71 I CARPORT 4 I I I I I I I BC:194.77 BC:195.38I 4; I+ 1 R194 011 I I TC:194.90 I I II TC:195.12 TC 195.17 TC:195.21 I TC:194.24 - EXISTING CONCRETE SURFACE TC:193.92 igi BC:194.89 BC:195.13BC:194.71 1 I y I BC:193.42 .' TC:194.02 I I I BC:194.76 I BC:193.74 Eill # TC:193.66 L�- -- �\1 --- Q -- o - o A - PROPOSED CONCRETE SURFACE I BC:193.64� r' �'' Wafts�AAPO =� S195.27 II .4AI ., TC:193.87 e. 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MF- 0 U - BLDG 8 0 EXPIRES 12/31/16 .� FFE :196.00 SCALE: 1",5' ---"' Z DATE I 02/05/2016 _0_ ro m 5 2.5 0 5 O DRAWN I MJZ DESIGNED I MJZ R3 17) .` r CHECKED iKSR c 0 a_ mE PROJECT# 21509510 4:'°I M r L.L SHEET TITLE H GRADING DETAIL _o CO SHEET NUMBER SCALE: 1"=5' 7 N � 0 C315 N � GRADING DETAIL P co "' cr C308 5 2.5 0 5 ' T:5 �; SCALE: 1"=5 v 'LL USE# SDR 2015-00004 4� c C � Q 0 Lo � .z..: J 0...4..qu.izi.......:. ° 7.7.. II O 22 oN O '` ,. 000) o i 2, . 1 I -"-'.4.' VJ ,....N ,<. . , ' .. . /, ':• :._.*• ii.4:21:--.--": i I 0 •_= O r LEGEND 0 °' �� - EXISTING BOUNDARY LINE 3 v o co • ' ` - �"'`:�•:w'„ / EXISTING EASEMENT LINE p U) ..„.::::::;:.-.1.:.:::---- ., ; :ter` -+ - - - E ri ... .,, ` .._.-_-.__rr--_.^..,m .- - EXISTING CURB LINE g 0 0> „' -Jam:: s. / 7 -may"` :4.''."'" '>-'� - PROPOSED BUILDING FACE c : ::: . fi > ` - :=+ may-'F • - PROPOSED CURB LINE O ::' ,, .+ :' �...- - ,,.,._.,,,..,,..� ..,.. .. _ PROPOSED STRIPING :' :` .: lam. ..rs'•- +r" .•�<`•;'��`` ,�r,. +` Iin - '" � ' f ' ,.. `'� r! a - EXISTING CONCRETE SURFACE p .:.;. ,...7. a �, -� .- - % I - PROPOSED CONCRETE SURFACE 'T:::.;.: r ' r PROPOSED DOUBLE CHECK ASSEMBLY i..:13..r..,.. :. + • L:......„7- �' / AND VAULT y' f' `" `"+ ! i. .,..,-°' ' '� I PROPOSED DOMESTIC WATER METER „.=mow yV'�a, nom. _ �., :„ �,, _ ' 0 PROPOSED SANITARY CLEANOUT .:::: ;5':..'''' ::` .fir''' y-'' i n :,cam= ,� �,,,,'' .....;1'''''� i ...;,.= --" ��• '/' PROPOSED FIRE HYDRANT I mo•"'•"•''"' _ 01111....,'.,''21.l.,1„...11:::: �`. 9 - 1 - PROPOSED REMOTE FIRE DEPARTMENT :7 ;+ .- ' • �•�c / CONNECTION Q rf :: ..% '� Z i 1! WSy •fin".,.�`•. .•`-.. :s•„.<it.•' --•.+'r ^ C` " / a r " ' PROPOSED STORM CATCH BASIN - a RRY "' rY f - '_ I a O o m N III �' FE ,.'y r - �1 •I PROPOSED STORM CLEAN OUT 0 0 T j (� - : :1E ± z '� 0.ii:,:',:::: --1 • - 0@© SDAD02 a0% ♦,41:4 �'/,.....iLINE 7 EXISTING STORM DRAIN L W `...::::..:. "" :. � / ^�_� 1 w PROPOSED WATER LINE �+ Z yJ •�-�� •4 •.�'r �' 1 * 1 1 - PROPOSED NATURAL GAS SERVICE 8.37LF �� 1 ° © 1.00% • � - " IE - PROPOSED ELECTRIC SERVICE � - ill.: ® BLDG TYPE A3 1 Z L. "' �-- a '� ) 1 PROPOSED DOMESTIC WATER LINE�' LLJ / �� 1 1 - PROPOSED FIRE WATER LINE / es �. - EXISTING STORM DRAIN '' 'fes • - v • ' - :rx. O SDCO-27 I IO 16.00EF '.? EXISTING SANITARY SEWER LINE �.: ' . @ 1.00/°� - - ' �� ` i M.H• . - EXISTING WATER LINE I % '��. � :, II CZ � . '., e11 .Y r.................... - EXISTING GAS LWE ^ate. a va LL.3' ---•*" . • 4 ., ��` � ,,11111 . '', - EXISTING POWER LINE • SDAD-05' .a 4.76L°F i 0 It%. © SDAD 01 1- 1 g Oa '© @ 1.00/° 1 0 I� Ct a �� SDAD-03 © 1 /Ai%0 66.2$LF11111)11°1,01111T1111 aI > . 0 '' r� i' @ 1.00% �� ~�� IE=204.00• 31.85LF 6.50LFti © @7.69% 0 / / ;� / 4 O . / ::'- , ` Z 5.62LF c') 1 a •` W 011 @ 53.8$% 0 / ® 3; / 1 SDCB-02 0 \ki..44 ' `�/ a 1 z BLDG A TYPE A3 � / LI . o -ir: c„/ i - ': ' LLI Ci W f I Ill ,i II Y/ ss I ° + SW HUNTING TON °� 0 Z 0 IA pk0 SDAD-04 s = ''' 0 SDCO-38 0� AVENUE Q Q _ -- \ Z41.1070L.: 1 H .' r o � Q 1 2.00LF O ii-ix ''' 3=�,,� ,L 1 . O ill d � O (..,@ 1.00% poR , Icn Cn = G \ ,' 37.25LF a, fili . 1 11 1, \\--- � � Fwi_. O@7.68% 4. .. 11 Ili 0 �! 1 1 1� � / °w i o Lei .<// 1 co t kV A ______---.---7---7--,. • „ 1. , .. ,- I --, ilil ›- I\ ® � I04- 0 \� 100177: I � m DCDA 1 � : I1__® �� •. • 1 I % 4f.d. (e--°°.. . I . \ DCVA I` SDCB-01F / SDMH-01 -. ... .. ,� -- �- -----_J W .d, \IL \ : MATCHLfNE - SEES EE C404 � ..,,-,*0-...---.::,----,----..:IIS u) CONSTRUCTION NOTES CATCH BASIN DATA AREA DRAIN DATA CLEANOUT DATA MANHOLE DATA _.„01.11.:-:.:::;.,,,,- ..,,,t,.-.?-,-,. w,; 1 ti J-"" �- "' Lu • 1 INSTALL STANDARD TRAPPED STYLE CATCH BASIN. REFER TO STRUCTURE TABLE SDCB 01 SDAD 01 5DC0 27 SDMH 41 ,; '; „-. -A FOR RIM AND INVERT INFORMATION. REFER TO DETAIL ON SHEET C702. RIM:207.02 RIM:211.16 RIM:211.17 RIM:206.90 .�.;�;;-";� .Imo.-- .: 'I��./� ....._.„-.--.7.'-:.., I Li., OUT(6"N) =204.02 IE OUT(6"N) =208.14 IF OUT(6"S)=202.21 IE IN(6"N)=201.01r +"" i-=- ,r:4'..:7 \ ---- I" c) �'� 0101 <'- IE IE OUT(8"S) 2x0.81 �:;�"`-"::.::-•�`+'. l',::�. , _-:-::11W . •..� ' O INSTALL NYLOPLAST 12" AREA DRAIN WITH ATRIUM GRATE. REFER TO STRUCTURE ( ) {: - �, ..,...:-S- ----... , SDCB-02 SDAD-02 SDCO-38 £ 1 , : ,. `;..''� j-��' , 'r,� _.. - 1►, !-.! _ . TABLE FOR RIM AND INVERT INFORMATION. REFER TO DETAIL ON SHEET C704. t.---.11--1,-.,---- ---= ` '' ,f / ��,+ RIM:207.60 RIM:211.35 RIM:208.26 , , i%' =, _3,;,--- ®► l; .-; .� Tt4r ... r • �.- o IE OUT 6"N =204.33 IE OUT 4"S =209.85 IE IN 6"N 201.55 ;.%"" r.. 2 1 '" _ _„ - �` `'' "' O INSTALL CLEANOUT. REFER TO STRUCTURE: TABLE FOR RIM AND INVERT ( ) ( } ( •) r �' `• IE IN 6"W =201.55 ,. .. - -, j `�` -�� , , ' / ` if INFORMATION. REFER TO DETAIL ON SHEET C702. SDAD-03 IE OUT 6"5 201,55 ,� � �"~ '\ ��,,,:-• t►� -�' +��< h,,,. !� 1 �I r^ RIM:208.31 ti ' , - - . O4 INSTALL 48" STORM MANHOLE. REFER TO STRUCTURE TABLE FOR RIM AND INVERT } ''' Ep PROF D INFORMATION. REFER TO DETAIL ON SHEET C702. IE OUT(4"N) =206.31 ., i rJ y <: J \�� GFS7SDAD-04 :. t!LEJ .Ij 1 . . - 51(- 2 O STUB 4" STORM DRAIN GARAGE DOWNSPOUT CONNECTION. # i III .' �� W 654 3PE m RIM:207.67 W cL IE OUT(4"S)=205.17 / n��+P �� d I..�� : n 'u_� 1---11 o O6 CONNECT WALL FOOTING DRAIN INTO PERIMETER DRAIN - i" - �j�`'' - �_111 - o SDAD-05 '�< II ` `' c? O STUB 6 STORM DRAIN AND FOUNDATION BACKWATER CHECK VALVE FOR FOOTING - . --+ � i'IfP -- �x�..-.- ®1 0 ♦ .f�`/NY 19 2S��\, RIM:207.08 `J o DRAIN CONNECTION. SEE ARCHITECTURAL PLANS FOR PERIMETER DRAIN INFORMATION IF OUT(4"S)=205.58 �'3 ; ':== _ - ._. - - - s. Ru *::.axez •,..�p x" xx . .tar „...Z:a>>. ...*..,,..w r .,,tr:.T.y. ...Y O v 8 INSTALL 4" HDPE N-12 PIPE. ` h. • - w EXPIRES: 12/31/16 O SDAD-42 >. F• i+ ❑ .5 i RIM:212.26 : t og INSTALL 6" HDPE N-12 PIPE. F OUT(6"W) =209.61 KEY MAP Z DATE 10210512016 0 INSTALL 8" HDPE N-12 PIPE. SCALE: NTS DRAWN I MJZ DESIGNED I MJZ INSTALL 12" HDPE N-12 PIPE. Il iv 11 22 P. N C.) CHECKED I KSR CONNECT STORM PIPE TO PERIMETER DRAIN. SEE ARCHITECTURAL PLANS FOR " D PROJECT# 1 21509510 co as PERIMETER DRAIN CONTINUATION4 -col' MF Ct SHEET TITLE eNi c, I- STORM PLAN N _2 Cl) SHEET NUMBER N 2 SCALE: 1"=20' Z Q � E ('‘IIMMINI --.-- 0 C401 03 � o 20 10 0 20 U a. E LAND USE# SDR 2015-00004 �` 0 O , LEGEND G N 8 co " ,eeeee = w �� __�� - EXISTING BOUNDARY LINE J o .v-"• ,• �` � • r N eco 4. "'`"..7....).4....r.,;,,, '" �:• '�•�' - - EXISTING EASEMENT LINE 0 ? o N .w" =r • ._ = ......... - EXISTING CURB LINE 2- 1 w•:;"•'..'L.L": "= ' - PROPOSED BUILDING FACE rn o / :: SDAD-05 g w - PROPOSED CURB LINE M '1:: ." co t �,-� / - - • wM W..,...,..,,. - PROPOSED STRIPING 0 i'. i -- / "' $.50LF J r . P M-` Y p ;: "" - 4 / @ 1.00°1° \ �. ..,•••'''' i' R "' EXISTING CONCRETE SURFACE - J am... p '- - - . 44 • ;Q ' 1 r '" �,„. 0, LS •� j..0_4 /' - PROPOSED CONCRETE SURFACE '' Sol 5G i. • - - • �� PROPOSED DOUBLE CHECK ASSEMBLY :s, y� r.. 0 r w AND VAULT . - I 1 ' 0 ,-- ''' •"` i' ,f '"' - °// 11,848,71 \ / ,:a:.,,q...:........... • PROPOSED DOMESTIC WATER METER : " • . • �EFERTOPUBLIC IMPROVEMENT PLANS � .cam I / 1 W ,......::.:. r -."-----1:111 FOR WORK WITHIN SCROLLS FERRY - o PROPOSED SANITARY CLEANOUT r RIGHT OF WAY. IMPROVEMENTS SHOWN FORS V • tl littw r_ .n , 111 3i... ' `� - PROPOSED FIRE HYDRANT " ''. - i'' INFORMATIONAL PURPOSES ONLY. - / ' �'�.�. yr• / 1 z4 - PROPOSED REMOTE FIRE DEPARTMENT � -- • ' OSDCO38 m�: ,'" ," �/ I CONNECTION ' 11 i :rte=- • d iia- ' ~ Ii. I ��, •a % U PROPOSED STORM CATCH BASIN z .,......_./---'''-'- +Ir--. ,.,,... .. - a, r..r` *e.:-�� a •�:• i. �' i ili �. . I� Q PROPOSED STORM CLEAN OUT a • - / :,, � '`r '// _ lk 1 O PROPOSED STORM MANHOLE z a O> ' ' �`^ ••° *�'-I • /� '' PROPOSED SITE LIGHTING � .> " w;a � . . :' r SDAD-08 I 11�.,"" y. H ED TRANSFORMER PROPOSr'''te •�' / +. /a '',. y_^ , * PROPOS b STORM LINE „.,,,....,,, E'� ' / _ 0 1 © -� 1 PROPOSED SANITARY SEWER LINE "'�� :a` r'; <� O'�� ' 1.10LF O , ® - EXISTING STORM DRAIN LINE N\N ,, '� ' 6,: @ 0.91% 1 �.: 1 �' yy - PROPOSED WATER LINE f BLDG 3 TYPE A3 28.17LF 11 --. - PROPOSED NATURAL GAS SERVICE • 0-- \I � �```. :i:�'- � - _+ 1.1::>1.--•47.-. .. aim :i' 6 - .��1 ® SDCB-04 � 1 @ ° O O '`n / O 5'82/0 E PROPOSED ELECTRIC SERVICE 011 ��-"% -• 000 :'•+ • . v.".- �/ PROPOSED DOMESTIC WATER LINE � .a •. .�,,�� !/ �:>• � � � - - PROPOSED FIRE WATER LINE w f !i �, �.....�.. , ..,.._,_.._..,51' . W '..-✓ - '� le .... ® O SDCO-37 SDAD-09 EXISTING STORM DRAIN ° SDAD-10 Alk © 10-\�� 86.44LF ow -` 'm - -- - EXISTING SANITARY SEWER LINE a W y '� / 1 1,1_.1 -c.....-- 1 4 @ 1.05% Ire W �- r \ 1 -\<e411( 1111-1 ....... �............-......�,�..�................ - EXISTING WATERLINE�' '/ !°` 1 : '14 �er �. �Q 1 1 \ �W .w <<��__� ... EXISTING GAS LINE 1..` MH - (368) ' '�� 1 1 1 I ,- , EXISTING POWER LINE W • �� • 1 4 -r0 1 \ 1 / - Q CL 0 1 _ 1 $.76LF 111 O 21.74LF / . 11 1 1 ,' 0 / SDMH-10 © < o 0 @ 1.00%0O @ 1.00% 2.00LF� 1 , nn// 1 @ 1.00% ', L ]. !' a� 25.18 of I L.L Q / .: @2.50% 0rn ----- , 34.60LF / 0 1 V \` O @ 109°x° ! =198.1• 1 • FWilk Il H © ', °� 5.00LF . W W �s ,�. Q @ -0.40% - !..` BLDG TYPE A3 24.12L°F"O11110: ••• I/ w - © IE-199.40 u I LLJ z @ 2.07% n`y / GE� I �- SDAD-11 � 1 '' Gr . ,� W 1 �� F� � EGA W Z 0 1 Q^ o ��1 1 z22.8.040LO/F. / 23.58LF 21.59LF 38.29L°F ' Z CL 0 Alki -_ CD1 1O SDCB-05 0 0 @ 2.00% © @ 2.00/° @ 2.50/° II U-1 aj 0 .,----- . �� 1 1 "12.30LF MH -(149} •� 4808.596Ly:. J J 0 aj �O 1 \ _ F`�� O @ 2.00% �� © �' �. Cl_ Z a CD lit'\ �!t �0 1 1 1 1 / 1 , ' O 5.006 oo°i° • 1---4 / QI i .% (� / 0 • �� \ \ -� 11 22 07LF I °� - ---1 ��P��,1 -•_ �:f TO - ....- SDCO 03 3 . , 1 , r. = _, O J Q ��1 1 QQ @ 2.o0°i° v 1 1 IGS �-- y4� PRPG�1 �•"� SDAD-17 :!� L SDCO 35 G 44.37LF , . �f 2.10LF 1 ° 1i -© / IE=197.86 . x @ 2.50% 11 06. - il„,,,,..,, � @ 9457.44/° / O � � � � P. \ L • F��y © 5.030 00% 5DC0 040 . ,,, �' SS coo ` 74.84LF / 23@1© ! •SHA m ® ® W� @ 2.00/° GO‘C-1-1 iV 2.00% �.�' Ee ,....-'- . „.... , Q� © IE=197.56 ^� �^ o ., rT ,SDAD-18 ©` , . tj- 11 ----->"--::::•"" . 1a 82lE ' e? ^ pW / xi BBQ, ° @ 4.19% 11 SDCO-43 0 I is MATCHLINE - SEE SHEET C405 w�IIMIlriimmmill---- ...--40 � iiii0-: L ,-•- •-',:::>- -- _....f5.„-------i-O. r E. no is.,T.!*:.„ „4...:... ..i.....,,. ,, , .......>„,....... .0 ,... CONSTRUCTION NOTES CATCH BASIN DATA AREA DRAIN DATA CLEANOUT DATA CLEANOUT DATA MANHOLE DATA : :. • � . !�'.-% \ �. a SDCB-04 SDAD-07 MH-(67) SDCO-37 SDMH-10 • _INV '� `: .�1 INSTALL STANDARD TRAPPED STYLE CATCH BASIN. REFER TO STRUCTURE TABLE :=�,,., �' \k7.'• 0 =- - O RIM:205.26 RIM:205.93 RIM: 198.32 RIM:203.46 RIM:205.04 . '' ; � -IA" = IE OUT 4"W =204.43 IE IN 12"N = 197.21 IE OUT 6"W = 198.62 IE IN 6"N =200.11 . i FOR RIM AND INVERT INFORMATION. REFER TO DETAIL ON SHEET C702, ,,--;;, r_ ':••``"' . ' IE OUT(6"E) 202.24 ( ) ( ) ( ) ( ) :'i::; ;.` '.-t' -o- . 1 ? IE OUT(12"S)= 197,21 IE IN(6"E)=200.11 ' ��"'� •� 1I "�' �.�y."� i' "' 2 INSTALL NYLOPLAST 12" AREA DRAIN WITH ATRIUM GRATE. REFER TO STRUCTURE , +:.,-7:5.-- -,1-;:------_. ... s _ ' �F I O SDCB-05 SDAD-08 SDCO-43 IE OUT(12"S)= 199.91 '' � ^=�0 _ ' �' co TABLE FOR RIM AND INVERT INFORMATION. REFER TO DETAIL ON SHEET C704. '1k:-,•- •,-:5.:F'14" -vii-ri i : I � RIM 201,62 RIM:203.31 MH-(149) RIM: 199.88 -c� .,.�-• w ",�. f ( CO OUT(6"E)= 198.55 IE OUT(4"S) =201.81 RIM:203.00 IE IN(12"N)= 196.59 '':, ;-::: :•-;•,..:-:,,.:`� ,..• '`, • '' \g: , `� - .- E. ' v J O3 INSTALL CLEANOUT. REFER TO STRUCTURE TABLE FOR RIM AND INVERT - --">-20.0-4.':.. e - ,-7.:L, ;a:,. • Ep PROF IE IN(6"E)--198.52 IE OUT(12'S)= 196.59 ��' � ...� I � • � .��,C� aces, o_ INFORMATION. REFER TO DETAIL ON SHEET C702. SDAD-09 IE OUT 6" = 198.52 ` i I NGINE�c SSD o RIM 203.89 ": :. l J O INSTALL 48" STORM MANHOLE. REFER TO STRUCTURE TABLE FOR RIM AND INVERT € I •__ eki\C a: :�e nI 1 •- . Z 654 3PE m IE OUT(4"S) =202.39 MH-(368) • INFORMATION. REFER TO DETAIL ON SHEET C702. RIM: 198.98 / :��:�: in I r*I .I : .'>1 k: 4: a T_!,1..11 1- SDAD-10 IE IN(6"E) = 198.40 f r �� - =a 0 GON O STUB 4" STORM DRAIN FOR CARPORT OR GARAGE DOWNSPOUT CONNECTION. RIM:201.59 IE OUT 6"S = 198.40 ') •? `0, �, IE OUT(4 S)=200.09 i ', ,r - o ,moi-� �; -. Ln O CONNECT WALL FOOTING DRAIN INTO PERIMETER DRAIN SDCO 38 • - - FG/N s. BiTSS�� SDAD-11 RIM:207.36 . °. : .�t,4,,,km�.t�rs��ttc Y: �mK„•,:t,a,.'a,,...rm,,,. :.zkn rr.-aeai.ti x¢�tG � -•;r::;;. O a `:J STUB 6" STORM DRAIN AND FOUNDATION BACKWATER CHECK VALVE FOR FOOTING ' �-e;.,.,. EXPIRES:12/31/16 RIM:200.97 IE OUT(6"S)=201.02 r h � '`' a ❑ 7 DRAIN CONNECTION. SEE ARCHITECTURAL PLANS FOR PERIMETER DRAIN INFORMATION IE OUT(4"S)= 198.10 $ ;. Y RIM:20 3 KEY MAP Z DATE 10210512016 a3 O INSTALL 4" HOPE N-12 PIPE. RIM:202.37 rd SCALE: NT5 O DRAWN I MJZ m 2 IE IN(12"N)= 198.32 O INSTALL 6" HOPE N-12 PIPE. IE IN(4"W) = 198.32 DESIGNED I MJZ NJ 0 IE OUT(12"S)- 198.32 \ /V, CHECKED I KSR ^' 10 INSTALL 8" HDPE N-12 PIPE. 0_ E SDC0-04 " D PROJECT#! 121509510 a 11 INSTALL 12" HDPE N-12 PIPE. RIM:201.38 W 413, SHEET TITLE IE Li s"N)= 196.81 V. Ct I- STORM PLAN n .03 22 CONNECT STORM PIPE TO PERIMETER DRAIN. SEE ARCHITECTURAL PLANS FOR IE 6"E) = 196.81CV . CONTINUATION T(8"W)= 196.81 ( J SHEET NUMBER N CV ( SCALE: 1"=20' Z E N0 C4O2 -6 , -663�; 20 10 0 20 U a_ u LAND USE# SDR 2015-00004 � -- - -4,-----:- -II LEGEND to o `- • `� J ..+ r,`s r."rs` � ter, -',,r�' EXISTING BOUNDARY LINE «, °' 09 •r�� ` d 1•. E ..4 . '.. • ,�.r - - - EXISTING EASEMENT LINE m N ... ........ r' rr - EXISTING CURB LINE - PROPOSED BUILDING FACE O .r• co 1:3 .rx Y r j.,r - ,f" 1 f!4:..', �' :x � • - PROPOSED CURB LINE 1E 2 i ii i it 1 PROPOSED STRIPING ;j 1r ,.r rr•'-~' rte' l�V , [t , q .err >-_---- `" 'd - ;sem ...„--7 i rk.-f'r: r",.• f�"'' • �,.., r": �' '`. e' / . ' EXISTING CONCRETE SURFACE o i hx "„„r-" `� SPD :a", . ' '� - PROPOSED CONCRETE SURFACE t• g / -f i ;, i, R� R a. , ' , 0 ii i.'$`•"f .•" k : r•.r ,` ' JC FER .��''`�JY• .4"`. .• r_ . ._ -SDAD-12 /' _ ASSEMBLY ' �" OLL a ©�/ COI ❑ PROPOSED DOUBLE CHECK r+' is r: ,� CJ O AND VAULT r r,.. .Ai. CI .rc� � G 5 ftp (.) • - PROPOSED DOMESTIC WATER METER ;rEf • '`1 1 ' 47.41 LF .� � 141113111"9 �;• :' W PROPOSED SANITARY CLEANOUT '''-''Il'' �` „;--,'`` k • ' @ 1.00% O` / uJ �yy �; ' r ... `'Yf /' BLDG TY ��_/� PROPOSED FIRE HYDRANT -`r`>` € REFER TO PUBLIC IMPROVEMENT PLANS ,a " :*� / f 36.53LF ; "'` / Q ° W 4 - PROPOSED REMOTE FIRE DEPARTMENT ..-;,-;-;.2.: :::>. {. i` FOR WORK WITHIN SCHOLLS FERRY SDCO-33 / @ 1.00/° o �, ; RIGHT OF WAY. IMPROVEMENTS SHOWN FOR •�'Q - / �� 14.12LF CONNECTION a W a - Py' �. { .:'.` :•- O @ 1.00 A !n iy�. INFORMATIONAL PURPOSES ONLY. y - "0.f/se \ i - PROPOSED STORM CATCH BASIN 2 r _ 3 j " n a • �• � I _ - PROPOSED STORM CLEAN OUT meHA;::•::•:'IMMil o # . • �' _ - PROPOSED STORM MANHOLE x , C7 n e e a. / / SDCO-342, O �' / © \ W H ❑ PROPOSED SITE LIGHTING r• ^•" / • 3' 7-;-'-';'-:.'1.„- ,: . wy` t .:.. .. • 0 </� ' 2 H - PROPOSED TRANSFORMER ,,: '± :r I • ' , *\\ : ,,:�. : ,..:::.... _...... - PROPOSED STORM LINE a / Ili 17,10LF / 1 ,------ ,>:;.;: ` i , I ,/ \ O@ 20.82 A /1 S5 - - PROPOSED SANITARY SEWER LINE " rte' ;•^`- .,:` a LF 2.00LF © IE-196.05 EXISTING STORM DRAIN LINE '::. .1, 15 1200. r,. } t ,, • f,:. 21.23% Q o a 43.$9LFx I @ @9758.33/oO ° \ , �5 W - PROPOSED WATER LINE r n'@1.37/0 p •® VJ ` t •' ` • ��' O a •'.; A \ x / - PROPOSED NATURAL GAS SERVICE ++ rr # / -..--.'-'4.--'''' • ' `//�1� SDAD 14 0 1 4° *\*1 \\ �s = ® E PROPOSED ELECTRIC SERVICE . ` - PROPOSED DOMESTIC WATER LINE Z Fr s / SDAD-13 38,65L°F \ ��' 5 _; 4 , © @ Q.50/° O � ij - PROPOSED FGRE WATER LINE wt ,� ` ` O Iri Fw -�, ---- '�- - EXISTING STORM DRAIN •. ' \ ``� �_! �� x,"_., - EXISTING SANITARY SEWER LINE "`•' ,cA / SDCB-07 O *0 67.51 LF s , I- f 4i --4 \ \ SDAD-1¢ BLDG 1 ' YPE A4 @ 2.$9% EXISTING WATER LINE r ' EXISTING GAS LINE ^ :: :�w h } 40/ / / .•+r'+, .+ . + .. + ,.;�_.-_+-e._, - EXISTING POWER LINE <( L.L. , 'fit • 1 im------A I\ / �;- A- 1 pW / 40i4.667L7: O CL D ,•� ;-' 2 i W � SDAD-16 ty r O• \,..,<--: - . Q O • �� SDCB-06 1 3.50LF O I O x r^ @ 98.39% F*I S Nv 1 ! t l 50.09LF" �w' O @ 0.77% • '' •/ L.L • 1 1 W.@ 0.77% I 1f� I O SDMH-02 W / 1 / VS 7 C; , 1 .. 1get 15.39LF • �3 Lij L II lb SO , @ 0.77/° / • lle SDCO-32 Ey • 1• 1� 1 : s @ 0.77% ,j11 r Q 5.00LF W Z ( @ 10.80% 74.37LF 2' nna r _ w _ -� E 1� `� 20.50E 0.50% ICSDAD.33 © , (%} ❑ UJ a Z C Ct • ' / . �� trilli....-- GPRP G Wir @ 2.73% co 10.97LF W 3 - - - 75.87 of SDMH-09 O © iE=193.63 SDCB-08 • ¢ LLu iJ = -II CL a I I 0.47/0 © ItY OCD I- 1• . . • . • • • • • • _ - DCDA @ 1 �1, 015.00LF zO O a�- „ .7:: 4 . ; /� @ 2.87% IE=193.47 J I- V� SDCB V�1 • s © _ SDCB-09 I c.) _ _ r = } { I t" O 50.72LFPI - - - - - i . I Y @ 0.50°�° GARAGE 9 TYPE G1 NIII _ Y. - - -I _____1 NV @ 0.50% 7 r _I42.69LF W / � L _ I ' @0.52°/O e MII= JEW DA MATCHLINE - SEE SH SET C406 ` S z 0 a E c.) CONSTRUCTION NOTES CATCH BASIN DATA AREA DRAIN DATA AREA DRAIN DATA MANHOLE DATA co OINSTALL 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. REM: 198.43 RIM:200.26 RIM: 197.31 RIM: 198.61 ,,., IE OUT(6"N) = 195.33 IE OUT(4"S) = 198.76 IE IN(6"S)= 193.48 IE IN(8"E)= 192.30 a 0 INSTALL 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 N03 INSTALL CLEANOUT. REFER TO STRUCTURE TABLE FOR RIM AND INVERT IE OUT(6"S)= 193.94 IE OUT(4"E) = 195.00 SDCO-33 SDMH-09 -`'" INFORMATION. REFER TO DETAIL ON SHEET C702. RIM: 198.68 RIM: 196.26 : ,;.,141,-P- ;b SDCB-08 SDAD-14 IE IN(6'W)= 193.93 IE IN(8"E)= 192.90 -. ' 4 INSTALL 48" STORM MANHOLE. REFER TO STRUCTURE TABLE FOR RIM AND INVERT ( ) ( W)- 192.90 s; 4G " F rr�� a, RIM: 197.10 RIM: 198.14 IE IN 4 S = 193.93 IE IN 6 .. ' ,:• I V J O IE OUT(6"N) = 194.04 IE OUT(4"N)= 197.14 IE OUT(6"E)= 193.93 IE OUT(12"S)= 192 70 -r.. `"`-:----< . ��,vo PROPe INFORMATION. REFER TO DETAIL ON SHEET C702. � S SDCB 09 SDAp-15 SDCO 34 -55 . " ii `i „GIN E 9 0 05 STUB 4" STORM DRAIN GARAGE DOWNSPOUT CONNECTION. w ' % I• lip- ' 654 3PE l a, RIM: 194.05 = RIM: 196.46 RIM: 199.20 ..,..A.,..1-, „-••••.,,,t.,•,•-'-.....i..,.....- i W IE OUT 6"E 192.71 IE OUT 6"E = 194.96 IE IN 6"NW = 193.09 w "`w;`` ''` ,:: '�� w: cL 6 CONNECT WALL FOOTING DRAIN INTO PERIMETER DRAIN ( ) ( ) ( ) w:":r".+r••� +�- � ► I o O IE IN(6"NE)= 192.71 �< ,;Y 5'"'i" / •'. O GOIV SDCB-G11 SDAD-16 IE OUT(6"SE)= 193.09 � ' ` `r '"►r`� D , 1 o O7 STUB 6 STORM DRAIN AND FOUNDATION BACKWATER CHECK VALVE FOR FOOTING '` .h- �j -� �, :4 ��! ,f- 'Y 09 V \, c) RIM: 196.53 RIM: 197.34 , ;- :- ': f ° �� U �`!� �\' DRAIN CONNECTION. SEE ARCHITECTURAL PLANS FOR PERIMETER DRAIN INFORMATION " ""'' . Ln IE OUT 6"N = 193.45 IE OUT 4"S = 193.73 SDCO-40 '- 1,,`'.` /� . .i_ ® )„ • i N S 0 8 INSTALL 4" HDPE N-12 PIPE. s -; n RIM: 200.25 �� r . -`�/ 1�' , ` V c) O IE OUT(6 SW) = 192.851: ' � � 'i`�� 'I ,. ® ,� _ ❑ EXPIRES:12I3i/7 6 7 g INSTALL 6" HDPE N-12 PIPE. ;:• f I 'cD� I 1 U O s� ` ` 0i `� V •II 111111111114 , '`:- r DATE 1021D512016 Y. ° . Z ® INSTALL 8" HDPE N-12 PIPE iT.: �^ '; O DRAWN I MJZ 1 ® l� 'la `'•..'i"viii i nl1 , !iU4. L 11 INSTALL 12" HDPE N-12 PIPE. -um t �` ,m� so.. Fw DESIGNED MJZ N N I, d 'boli lil _ I• /] I:Wii1 g' �l ell 1 1 1 CHECKED I KSR CD 22 CONNECT STORM PIPE TO PERIMETER DRAIN. SEE ARCHITECTURAL PLANS FOR / \ ri'iTpuirl;_ Ir -'�= - _ -..i..- dm. 0_ O �� i _ PROJECT# 121509510 a PERIMETER DRAIN CONTINUATION o `. �- �!■ iT � �.. _ fi SHEET TITLE Ct v -� - - _ _- -__ - - _� z CVC ._��„ -- = -- .,a%' ` CO Q1 �.._i:�`.,+. '?:::::..:::Y+3L v\ti:.Yti�i:k'Gi>4ti..`�', --vs.+ ---. .,v':,12•l�.-. �..- #:i+k hk\ n 11 vv .v .o I ., STORM PLAN a c V ~ f w- :.t r C!� SHEET NUMBER N SCALE: 11'=201 Z KEY MAP o C403 . , SCALE:10 0 20 SCALE: NTS r 1 5 `J c_ LAND USE# SDR 2015-00004 LEGEND o � � � ��_��w! EXISTING BOUNDARY LINE V• t ^ w - - EXISTING EASEMENT LINE J EXISTING CURB LINE 0 2 ON R: co Ci cnEL' ti - PROPOSED BUILDING FACE 1 o O co PROPOSED CURB LINE a'c PROPOSED STRIPING L3 vo - EXISTING CONCRETE SURFACE J � MATCHLINE - SEE SHEET C401 - PROPOSED CONCRETE SURFACE o - - - -- - 0 - PROPOSED DOUBLE CHECK ASSEMBLY 1 �w AND VAULT 1 ' I 0 1,,,-....j I .< H • - PROPOSED DOMESTIC WATER METER 0 X83 52L°F © SDCO-29I '` Y o - PROPOSED SANITARY CLEANOUT �i@2.55 W. I 1 F`�s�y # ; PROPOSED FIRE HYDRANT 0 \---% I 69.64LF I i , r SDCB-03 = . @2.12°/O1 � I ' I. 3''a z - PROPOSED REMOTE FIRE DEPARTMENT 1 O •f CONNECTION 24.69LF v O 2 ! @ 2.55% • • .� s 24.00LF ,-- I 7: .., :, . _ - PROPOSED STORM CATCH BASIN ❑ 1 I� I W �- CP"*(_ @12.21% I Ill -, • . zw © 1 ��pEc'� -_ ' I I I� 1 a Z A - PROPOSED STORM CLEAN OUT aFl 0 • o SDAD-06 - - 1 -a':. 0 x m L 1E=201.41 0 _' - ; O - PROPOSED STORM MANHOLE ,- 6.93LF -' I I f �......... P. t� @ 7.35% O Voollilli..- • - - 4 fi• PROPOSED SITE LIGHTING 1 t it '' " L��III A 5DCO-26 I I ---1- "' Z NI - PROPOSED TRANSFORMER miff - - ,: 410 I U' I I µ ��, .__ �� :::>_: m .. . - PROPOSED STORM LINE -- -� {. I I SDCB-G3 I - - i 1 Z 5s - PROPOSED SANITARY SEWER LINE / O I 1 z EXISTING STORM DRAIN LINE ]- - ---I ® ‘11111111111O 4.00LF 57.16LF I ,;. . I yy - PROPOSED WATER LINE - - - - / @ 22.00% @5 2.12%j I �, _ G - PROPOSED NATURAL GAS SERVICE LL i E PROPOSED ELECTRIC SERVICE CO L _ I I - F r - - PROPOSED DOMESTIC WATER LINE - PROPOSED FIRE WATER LINE = - � � - I ti �'-' I I. • I I � - - - - Q I I w ,. C� � ...............,..,;x.,,..,,..,,,,..,.,,.:,�-.,,..,W...._..�. - EXISTING STORM DRAIN .: ,___i I - .�,�.w.x.x. ": �� EXISTING SANITARY SEWER LINE -� - - - • © SDCD-251 i 'ff - EXISTING WATER LINE LL I IE=200.08 - - I 5 �/ I I I'* . L.L is EXISTING GAS LINE U I I v I .. @ 130711°0 F 4 I v I t EXISTING POWER LINE ^ w H - - H I 1CL D' ITQ o co 12 I SDAD-20 0 I. 1 o CO I BLDG 7 TYPE Al i W LL! 1‘, , 97.95LF , Z ` @2.12% I tip 'of.•`, I W I I LL Q I- . , Q Z u1 ___i, .. ... Cf) SDAD-19 I _ I Z 0... 0 ■It S.00LF vc 1.97LF O J ° - - - - I I Z o CI @ 60.76/° O @ 142.56% I , I .I 31.43L°F I I 1 O @7.57/° O I - - - --I 1 J ❑ Cr I ,I SDCB-11 - I- - _ --"I .< , V 0o 0 Q I 14 LL � � : I I -- ,, _.] ._ ,_ _ _ _i I S a' SDCB-13 O ica i >_ 'r I m � wv I iii � ,� SDAD-31 © 1 . ¢ I s MH (401) O L co I- - - - � I I i c7 51.11LF Q I 99.16LF- � I • i @ 1.00% • IE=196.64 © Ilair @ 22.12% I .,a I Y • -1 LL A_ - _• : .. . • I I _ w,� -- �t Cr I 109.40aF I 1 n �"` " Q 1 , , @ 11.21% Q @ 2.70% � r GARAGE 5 / - - - --i',:.,., r ;.. Y ="°'I 1 co ow >7 TYPE G1 I I r` :k I , L- - - - -L ' I ..tce ---.,, ...,„..... CONSTRUCTION NOTES MATCHLINE - SEE SHEET C406 }. `�/�''�%/ `; - :� :"-',..11-:.:1;. �jr3 1 INSTALL STANDARD TRAPPED STYLE CATCH BASIN. REFER TO STRUCTURE TABLE �� r- . .�-r-.�r �* � � ,, T I 11 .11p----':.• .10111. f--- O CATCH BASIN DATA AREA DRAIN DATA CLEANOUT DATA :� �.► r 1 _ FOR RIM AND INVERT INFORMATION. REFER TO DETAIL ON SHEET C702. r�'= �` ®° E_' _ E_ , rr)� , M� ''I' ' H ��ce PROFe -� SDCB-03 SDAD-06 SDCO-OS '_� �. � 4w_ f �-�I.�-°'` ;_I T _...=,. _ , � , 02 INSTALL NYLOPLAST 12" AREA DRAIN WITH ATRIUM GRATE. REFER TO STRUCTURE RIM:205.36 RIM:201.65 RIM:201.29 1 `` 7 ��a �N�,I�� p� 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 i I .WM INIO.� ��' I " II' -i Z 9 a, IE IN(6"W) = 196.04 _ pry m, EN = um o # II II Ill i u eir nl � 411.x' ® 'i w 65433PE l 3 INSTALL CLEANOUT. REFER TO STRUCTURE TABLE FOR RIM AND INVERT SDCB-11 SDAD-19 IE OUT 8"S 196.04 '� o INFORMATION. REFER TO DETAIL ON SHEET C702. RIM:201.49 RIM:202.10 _; �j *Of *Mil j� _ =-�-� IE OUT 4" = 198.52 IE OUT 4"W = 199.11 SDCO-25 f - CON 4 INSTALL 48 STORM MANHOLE. REFER TO STRUCTURE TABLE FOR RIM AND INVERT = ' L -1l , •.'t• I1 -- -- - __-710111t m� r 09, 2 (-) O INS AL RIM.203.54 :F=1 .. _ ire INFORMATION. REFER TO DETAIL ON SHEET C703. SDCB-13 SDAD-20 IE IN(8"N)= 198.12 ` - _ - - ® '' °= �G/N S, R'�]SS�~ S RIM 201.43 RIM:202.13 IE IN(4"W) = 198.16 , = w', ' _==' :ice O o 5 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 >'. < ` • =- Aixip EXPIRES 12/31/16 O I:i __ ❑ a 07 STUB 6" STORM DRAIN AND FOUNDATION BACKWATER CHECK VALVE FOR FOOTING SDCB-G3 SDAD-31 SDCO-26 KEY MAP Z DATE 1 02/05/2016 _c ri5 DRAIN CONNECTION. SEE ARCHITECTURAL PLANS FOR PERIMETER DRAIN INFORMATION RIM:205.00 RIM: 199.09 R#M:205.15 a IE OUT(4"E)=202 29 IE OUT(4"S)= 196.09 IE IN(8"N)= 199.33 SCALE NTS O DRAWN I MJZ OS INSTALL 4" HDPE N-12 PIPE. IE IN(4"W) = 199.36 DESIGNED I MJZ iv c, IE OUT(8"S)= 199.33 N O INSTALL 6" HDPE N-12 PIPE. \ 0 CHECKED I KSR E SDCO-29 PROJECT# 1 21509510 A` N a 1p INSTALL 8" HDPE N-12 PIPE. RIM:206.09 ��// SHEET TITLE • -o IE IN (6"S) =202.25 L.L C,' c 11 INSTALL 12" HDPE N-12 PIPE. IE OUT(6"W)=202.24 F- STORM PLAN M. cn . Cl)N :2 22 CONNECT STORM PIPE TO PERIMETER DRAIN. SEE ARCHITECTURAL PLANS FOR - V J SHEET NUMBER N 2CONTINUATION SCALE. 1 -20 Z E• c''' iwmannumem o 0404 0 , o 20 10 0 20 0 a. Lt. LAND USE# SDR 2015-00004 c Or O 9 1ti j If• Qy o N O w o ' ❑ " v N- goco LEGEND J ,,, . ��. ,am. - EXISTING BOUNDARY LINE - - - EXISTING EASEMENT LINECO N . ::.... .. --Y_...........,.....�.................... - EXISTING CURB LINE ti - PROPOSED BUILDING FACE 0 - PROPOSED CURB LINE O .,:..,. .v., ,..,. .x„ ,n,.,. .. PROPOSED STRIPING .a N,,...,:, ' .:„,,,,,,,,,,,,, , - EXISTING CONCRETE SURFACE '. - PROPOSED CONCRETE SURFACE ❑ - PROPOSED DOUBLE CHECK ASSEMBLY o AND VAULT C ems • - PROPOSED DOMESTIC WATER METER Z c _o o - PROPOSED SANITARY CLEANOUT �' a O 8 O � rx 1a - PROPOSED FIRE HYDRANT a" C7 MATCHLINE - SEE SHEET C402 4 - PROPOSED REMOTE FIRE DEPARTMENT ii r•, ... �- . CONNECTION .. .. - - ......- -• , •• ° - PROPOSED STORM CATCH BASIN ...•''' ;f - 33-,-27- - y ' I DW - % 37.57LF '' ry o '� @ 1.83% - PROPOSED STORM CLEAN OUT •'� 1 SDCO-49 o [� PROPOSED STORM MANHOLE • Cn �f SDCO-52 • o - PROPOSED SITE LIGHTING 'i p - PROPOSED TRANSFORMER `� i I �_ _ - -1-- r `� I U te ......� ' :,:.: PROPOSED STORM LINE [ • LI -Ai 2-.99LF -ir• . 28.00LF wor @ 6.49% a • 38LF 7 . W SS - PROPOSED SANITARY SEWER LINE W U BLDG 6 TYPE A4 @ 24.43°�✓OMMUN ITY @ 75% :•t @ m W - EXISTING STORM DRAIN LINE t: 4 BUILDING iv. , • w PROPOSED WATER LINE W .. SDCO-28 © _< 56.69LF W PROPOSED NATURAL GAS SERVICE = SDAD-33(D:1 r� 73�SOL°�° © SDAD 2219.49LF Alr @ 2.50% 2 - PROPOSED ELECTRIC SERVICEV3 AV �' OA 1.81LF ° @ , I O IE=193.33 @ 8.06% O PROPOSED DOMESTIC WATER LINE < ri W 100 10.97LF O 39.13%@ • 23.00LF W -- - PROPOSED FIRE WATER LINE Cl...CD @ 1.1I00% SDCO-44 SDAD-27 •` SDCB-14 O @ 3.30% z • 1.. D I -. 0I ...................:...•..._.._....-ST•-----............ - EXISTING STORM DRAIN r2 ci_ • O LL 0 1 rill •, SDCO-51 © A `�•• ! U �: - EXISTING SANITARY SEWER LINE < 0 Z .411/ --R___ i 15.20LF j - © IE=195.24 1 I ¢ EXISTING WATER LINE Il 71 " ,, o t - - - - - O Ct O @ 1273.18% -J `/ - - - i- • 6. - EXISTING GAS LINE �T:T T -1- - T 1 1 T I- I s >� � e e = � e o o e � � = 0 � 0 e e e 0 e e © = .�..�,..�.�:.:...................,. ......... ..,...._ - EXISTING POWER LINE (� W 11 @2.50% 7 O 51.18E F I I I I I I I 4I 7.63LFI 1 52 37LF @ 1.00% Iiii I I I C PORT1 1 ° w 91.55LF r num- Q cl'ap ii _ L _ 1_ _ _1 _ _L _ L _ _1 _ _1 _ _I_ _ L\_‘ L ____.-) 26.52LF @ 0.30% ei 5`' I -fir �/ / 0^ O FW joi FW FW Fw F FW FW I • 1 U ° F'J1 FW - FW FW Z L.L DW 1 glik DW DW AeDw @ 0.30/o Q o W --1 @ 0 30% SDCO-12 25.86E F @ 3.411E o Q ^ / . , ss @0.30% J 7 ��l .® SS - SS S: - ss s a ss 0 SS - A)0/,• 1- a Z O O• 17.52LF {I] @ 1.00% ' r .J 1NSDMH-05 I 80.32LF GARAGE 7 2.00LF - IIII :. ® O SDC -II 0.30% O Q B '19 @ TYPE G5 O @ 36.46% ,� o O �_ > O O 5.00LF I � 0 � . ..:.„ 1... �' I �� V J I F-- 5\ �, ui @ 13.40% SDCB-G12 IE=192.45 • �\ jitem , 1 ., 0 0 _ . 1 1 ' - . ' ' . ' " . .. . "11.112.1'. ' •-• • ' . . . ..... .. H. , • } CO �I ;., , 4: • . .. . ' . .' L. Q ". .ar---.L..-. _ ____7 I I • _ „ . „ . „ iv . v. ''t- MATCHLINE - SEE SHEET C407 CONSTRUCTION NOTES CATCH BASIN DATA AREA DRAIN DATA MANHOLE DATA CLEANOUT DATA ..: '• 0 : ; P SDCB-14 SDAD-22 SDMH-03 SDCO-12 0,4 >. '. "' '`' ''`- o 0 INSTALL STANDARD TRAPPED STYLE CATCH BASIN. REFER TO STRUCTURE TABLE "" ' '' •� RIM: 198.40 RIM: 196.53 RIM: 197.65 RIM: 195.42 �,.- � •y ' w FOR RIM AND INVERT INFORMATION. REFER TO DETAIL ON SHEET C702. '-'.:,5.-:::.""':;:;..T. .. i�;io IE OUT(6"E) = 195.05 IE OUT(4'E)= 19512 IE IN (12"E), 192.89 IE IN(15"E)= 191.97 r � � .: O2 INSTALL NYLOPLAST 12"AREA DRAIN WITH ATRIUM GRATE. REFER TO STRUCTURE IE IN(12"N)= 193.17 IE OUT(15"W)= 191.97 •< . ;'" r TABLE FOR RIM AND INVERT INFORMATION. REFER TO DETAIL ON SHEET C704. SDCB 16 SDAD 27 IE OUT(15"W)= 192.69 'f .,,_ -„,„:„--,14LL' RIM: 197.03 RIM: 196.26 SDCO-13 ``•"` s'r' •it �y® Q o O3 INSTALL CLEANOUT. REFER TO STRUCTURE TABLE FOR RIM AND INVERT IE OUT(6"W)= 194.00 #E OUT(6"S)= 194.76 SDMH 05 RIM: 193.63 : Y, :r,. � 1y1 `t% tt ��_ RIM: 194.69 IE IN(15"F) = 192.29 i i ;7..;-;''':',.:::,';":.,:.',:::.,:"7.0••••••.--. f �; I ' ''"�INFORMATION. REFER TO DETAIL ON SHEET C702. _ _ ti , _ y�„t , 1 \SDCB 19 SDAD-28 IE IN(15 E)= 191.74 IE OUT(15 W)= 192.29 ✓;M sFr. tea. tt-r RIM: 194.72 RIM: 196.04 IE OUT(15"S)= 191.54 �` _ „ ' OINSTALL 48" STORM MANHOLE. REFER TO STRUCTURE TABLE FOR RIM AND INVERT t �' • ' 1 5IE OUT(6"N) = 192.04 IE OUT(6"N)= 194.49 SDCO-28 .::-�•: � : -: � � �. ''�� _ � '-INFORMATION. REFER TO DETAIL ON SHEET C703. ; - \. 0 ,�r : jl -. Cf) SDAD 33 EI N(121'N)= 194.48+ } +F a _ VJ O - f , ;' '' a .1, -""',..11: r �'�p P R OFFS E 5 STUB 4" STORM DRAIN FOR CARPORT OR GARAGE DOWNSPOUT CONNECTION. •'., :: :._,;.:, RIM: 195.00 - IE IN (6"VV)_ 194.48 "` �' _ ' ::J <c o, IE OUT(6"E) 194.00 IE IN (4"E)= 194.48 ;,t •° t h ' ;' Z ,� ��GINEF� �o4 I- 6 STUB 4" STORM DRAIN FOR FOOTING DRAIN CONNECTION. �` - �� I • 1 o IE OUT(12"S)- 194.48 i I -ii X11 1 r J -• W 654 3PE l 4 ,• - Fw O STUB 6 • " STORM DRAIN AND FOUNDATION BACKWATER CHECK VALVE FOR FOOTING DRAINcc SDCO-43 # : * °i=�!. °1 L' 1 1_1%.�:1 �;. - ° °° '!ll p CONNECTION. SEE ARCHITECTURAL PLANS FOR PERIMETER DRAIN INFORMATION "�= -- sj } 1- RIM: 199.88 0 GON OINSTALL 4" HDPE N 1 PIPE. IE IN (12"N)= 196.59 ` • (I 111111"111 O I °,v 8 2 P >� �'�� -�� . .�_. • ..�� I� __.-� -.�-! � ,_.ate,-,,..�.• ��.✓GAY as z ��, IEOUT(12"S)= 196.59 i . r- .:....," % m!e mel. _ ::..., U ki/ ,A s. OINSTALL fi" HDPE N-12 PIPE. syr +<<.K•< EXPIRES: 12/31/16 7 �0 INSTALL 8" HDPE N 12 PIPE, RIM: 195.90 Ix 0 O IE OUT(6"S) = 193.05 KEY MAP Z DATE 102/05/2016 c 11 INSTALL 12" HDPE N-12 PIPE. SDC0 51 O DRAWN ( MJZ it -o RIM: 198.56 SCALE: NTS N P.-12 INSTALL 85 STORMTECH MC-3500 CHAMBERS. REFER TO DETAIL ON SHEET C704, IE IN (8"N) = 194.02 I DESIGNED I MJZ IE OUT(8"S) = 194.02 r , CHECKED I KSR � 0 ' = 13 INSTALL 48" FLAT TOP STORM MANHOLE. REFER TO STRUCTURE TABLE FOR RIM v AND INVERT INFORMATION. REFER TO DETAIL ON SHEET C703. SDCO52 PROJEcr# 1 2150951 RIM: 196.60 Ct SHEET TITLE 14 N � INSTALL 15" HDPE N-12 PIPE. IE OUT(8"5) = 194.76 STORM PLAN 0 15 STUB PIPE FOR POOL AREA CONNECTION. POOL AREA TO BE DESIGN BUILD. CO N SHEET NUMBER •d_ CONNECT STORM PIPE TO PERIMETER DRAIN. SEE ARCHITECTURAL PLANS FOR SCALE: 1"=20' Z 7 09 22 N CONTINUATION �■■ir o C405 u, 0- 20 10 0 20 U LAND USE# SDR 2015-00004 LEGEND _ ! F. o i ___ ,-,�.�_ EXISTING BOUNDARY LINE U It ; °O J - - - EXISTING EASEMENT LINE > 2 rn N - EXISTING CURB LINE p (l) 2 PROPOSED BUILDING FACE o O 0) rn c PROPOSED CURB LINE s MATCHLINE - SEE SHEET C404 PROPOSED STRIPING o GARAGES H - - �_.. a MIMI nimm limi • - EXISTING CONCRETE SURFACE J, Th cn H", '"H L. . , t , • H \`� mill ' nolmn 1---- - I • O SDMH-03o� . 51.11 LF I I I - PROPOSED CONCRETE SURFACE ti ® 55 IE=196.50 © @ 1.00% -I - I ❑ FW- F - - W - FW Pw © I I ❑ - PROPOSED DOUBLE CHECK ASSEMBLY ® ' AND VAULT 17.41 LF 53.64LF 22.11 LF I 29.50LF @ 0.30% @ 0.50% O @ 9.18% I- O @ 0.80% I1 :.:...,.: 0 a - PROPOSED DOMESTIC WATER METER 54 .... 5 CD ss ,1, I } p © - 0 PROPOSED SANITARY CLEANOUT - epos `=r I -'• - - - -fl .91.52LF - - T - T - • I y/a PROPOSED FIRE HYDRANT ink @ 0"50% SDMH-13 H III <1 @ i 00/° \ SDCO-2401 I 1 I , I I I 3 . _ I HC 2.57LF ,n �` ® I 1 I I I I SDCB-15 1 4 - PROPOSED REMOTE FIRE DEPARTMENT W O L �� 44 CARPORT 18 O CONNECTION o _. r. 111 @ 36.57% N I I I I I I I I Q x ti Cl) ? 0 SDCB-16 0 ° 0 0 0 0 O e . •- PROPOSED STORM CATCH BASIN W � _ 1 _ 1 I 1 �_ _L -L_ z a FP Wma I r r' D „rate l • i j PROPOSED STORM CLEAN OUT Z ii v4 O 3 0 rn ° �� LIJ O PROPOSED STORM MANHOLE a c7 �' �l � 23.41LF� ire @ 2.07/° �� LiJ . . • _{-1___ 1 _ - I___ __ _ _, i A . ■ / SDCO-42 Q °--❑ - PROPOSED SITE LIGHTING at 7.98LF -..- I I@1.00% I © Z - '' IE=192.88 O I H - PROPOSED TRANSFORMER we I I SDAD 21 © • J --- - - SDCO-45 :< tnt - PROPOSED STORM LINE 1 . . .0 . :, . _ . .. .... ... , I I 21.29LF .. . . : ::-: : .. 1- I II I 6.26LF O@ 2.$6%- ss - PROPOSED SANITARY SEWER LINE �- - - � I @ 5.50% © r IZZ- ® I I EXISTING STORM DRAIN LINE - + _ _ BLDG 10 TYPE A2 1 w - PROPOSED WATER LINE } IE=187.72 HI G PROPOSED NATURAL GAS SERVICE ® - - .: 65.72LF k ` @ 5 50% Q E PROPOSED ELECTRIC SERVICE - . I I - PROPOSED DOMESTIC WATER LINE Z , IV. PROPOSED FIRE WATER LINE ® IE=183.72 - n • EXISTING STORM DRAIN - ' LLI I • 0 @ 0.00%EI 11.33LF I • I u :3 � EXISTING SANITARY SEWER LINE OCS-E @ 35.65% ■ I I ». .»----..w--..».-.-..._. „»-»»�._..».., - EXISTING WATER LINE gpi 1 ''� i ' e SDSF-2 j .......... .. .... EXISTING GAS LINE12 - - I iiI /11 J -F--n _• - -,._,.....�._ t:-_.---. - EXISTING POWER LINE O_ -� 1 r -- I � i J r 9.15LF 12.65LF 1 . I @ 7.50% O © SDAD-32 �. ss ss Mg lir• @0:27% S O8 = - - -1-.. • imam �I_ ›- 0 ram OSDM -O6 Ilk! @030% © DC0�7 'will ' 53.26LF is, 34.47LFOI itg t • - - ' -D- -- ;� - - -r- •r 9� - - @ 0.30%a - SDCO-48 @ 2.15% " ; v Immipi, • N .„.: 1-t I-1-1, 16.58LF • :-:-_:x::::-,v-�.m:,:m�:.,v__„ „,..:..n,,,,»,s..� A�nvn,M,vw�,:., ..... .. :.., <.w....�N . ,Y:.,,-:,,.,,.:... m , 4ti 30% � •- 95 $4L ' Ilair @ 0.50% �• ° } rN S 'n,,,,, ad.- �..4 ° O SDMH-07 4 , x ' ..1 `k LJ J Ir .t . Y: L. 0 0 "" .,, •,,,,,., .„ ... ■ 41.81 LF " �, .{ �`;� S� @ 0.30.1 0,' fA i? ....-,., '\ --,.''',;•,,,:,,,,': " ..• '\ ;�\,� J Ja CL _ �1.."..••._......,..._.....:.................:.,.:____,._.. • W-..-- �Y......, . E.. �_a ��W»,,,_ ... , mow-- _ :ir ,.."........,..�...,--__�.�__--'-_-_--_-_-_�`-_--'-__.-_-_�.�,..»_,,,»,._•-_••- ...._:,.,,,...,,.:.,.-- ._�.n.,.,..»„ .. � --:---- -,•,•:?,-,-,-,.,„ n. ... �V - R- =';,tom U 4 _<_,....:.-............. ... ._..w.:...,...»,..,.,,»,», . • - SDMH-12 • ,QD , .CI- 0 4...rZ ° ST 'b I \I � \ o J Q y4.. ',, O w C/ ) i 00 m EXMH-1 �` •� 4 J / `' . .: ..- i/-. •F��. : µ ,.. ,» w., REFER TO PUBLIC IMPROVEMENT PLANS .- »» ».».» .' • �� ;�• m a • / \ ., _..xA FOR WORK WITHIN HAWKS BEARD RIGHT y r; �ry .µ / n- -.., . , ¢w,», s.»„$» • . :f . .' *;.` •- „ ,,,,,_•_.�__ OF WAY. IMPROVEMENTS SHOWN FOR . ' t.-. i » •*` CONSTRUCTION NOTES f - n `' INFORMATIONAL PURPOSES ONLY / \ 0 INSTALL STANDARD TRAPPED STYLE CATCH BASIN. REFER TO STRUCTURE TABLE �» � I FOR RIM AND INVERT INFORMATION. REFER TO DETAIL ON SHEET C702. -II 0) OINSTALL NYLOPLAST 12" AREA DRAIN WITH ATRIUM GRATE. REFER TO STRUCTURE TABLE FOR RIM AND INVERT INFORMATION. REFER TO DETAIL ON SHEET C704. z 0 CATCH BASIN DATA AREA DRAIN DATA MANHOLE DATA CLEANOUT DATA o INSTALL CLEANOUT. REFER TO STRUCTURE TABLE FOR RIM AND INVERT a. INFORMATION. REFER TO DETAIL ON SHEET C702. SDCB-15 SDAD-21 EXMH-1 SDCO-24 - " , ET RIM: 197.09 RIM: 198.20 RIM: 205.47 RIM: 198.57 '''�-y� w O INSTALL 48" STORM MANHOLE. REFER TO STRUCTURE TABLE FOR RIM AND INVERT : '� ::: o IE OUT(6`'W)= 194.18 IE OUT(4"N)= 196.70 IE IN(15"W) = 181.83 IE IN(12"E)= 193.28 ..,:40'.,--7:„.-;<;,.-.5':::..-.::-..-INFORMATION. REFER TO DETAIL ON SHEET C703. IE IN(15"NW)= 181.71 IE OUT(12"W) = 193.28 :;,,"' I SDSF2 SDAD 32 IE IN(15"NW)= 181.71 = ="',` 2' `� I- O STUB 4" STORM DRAIN FOR CARPORT OR GARAGE DOWNSPOUT CONNECTION. "� " ^"" '"- / • Q RIM' 194.40 RIM: 191.10 IE OUT(15"SE) = 181.63 SDCO-42 N.., -' • a IE OUT(6"W)= 192.10 IE IN(4"NE)= 186.23 RIM: 194.41 ?` +. • I k06 STUB 4" STORM DRAIN FOR FOOTING DRAIN CONNECTION. IE OUT(4"5) = 185.72 OCS-E1 IE IN (4"N)= 193.14 :i .� `` ,..._:,..7... ,, 1 ;r, RIM: 194.58 IE OUT(4"SW)= 193.14 M .- A ► Lo 7 STUB 6" STORM DRAIN AND FOUNDATION BACKWATER CHECK VALVE FOR FOOTING v x ::>:-:` / �' Lc, O IE IN(15 N)= 183.72 x Lam . .�w=- .� ,•:_ .� DRAIN CONNECTION. SEE ARCHITECTURAL PLANS FOR PERIMETER DRAIN INFORMATION IE IN(6"E) = 188:06 SDCO-45 .."� ...›Iipo ,! • �'�. D i►••� IE OUT(15"S)= 183.72 RIM: 197.78 Y 1/4,,,,,,,,,r,---::.---,:,--„,...0•77.- ?�u-- ''"F''- �► � * ��. - . i O INSTALL 4" HDPE N-12 PIPE. - # 1 %•" ,� - CO IE OUT(6'W) - 194.65 � ''. •• • '� .. --• � `' " 41.- �,I. I .AI ��p��F SDMH-06 :s - j . iik �,.. \� Ss� O INSTALL 6" HDPE N-12 PIPE RIM: 191 82 SDCO 47 ,, i i, �'' �� ti� ..;;"--4-. ® : II Z cS ,NG1NFE� D� o _ - J IE IN(15"N)= 183.69 RIM: 192.42or ' e �' - = I 65433PE 9 m 0 INSTALL 8" HDPE N-12 PIPE. - - W IE OUT(15"E)- 183.49 IE IN(15"W) - 183.22 1'+`�,x;� � ` }� .�4"-� y. - - , 141 � , . Of IE OUT(15"E)= 183.22 '" .�1 ; �. _ 2 1 11 INSTALL 12" HDPE N-12 PIPE. ` _ - _ L ._ 0 GUN O SDMH-07 m �_ � � � � � a RIM: 189.76 SDCO 48 • II I IIII I in :ii iii 1 U 12 INSTALL 85 STORMTECH MC-3500 CHAMBERS. REFER TO DETAIL ON SHEET C704. € Iii JI11l111�11 FW ;; G(y os 20° O IE IN 15 W = 182.77 RIM: 191 16 •I� �Iu1n u!.._.....W A 1� �_�- r 1: a ■n 1 1 1 1 0 w/N SS�� L-,--) IE IN (4"N)= 184.98 IEIN(15"W) = 183.06 t, � .- ' `. IR - - LOW- = � O S. flu a 13 INSTALL 48" FLAT TOP STORM MANHOLE. REFER TO STRUCTURE TABLE FOR RIM IE OUT(15"S)= 182.37 IE OUT(15"E)= 183.06 1 ;� /Lim lemzs-4/011010111 (i -,--, !...„,i: .,-7.44 EXPIRES:12J31/16 AND INVERT INFORMATION. REFER TO DETAIL ON SHEET C703. _ J . - ❑ � � SDMH-12 SDMH-13 \ 7.=,,,,j- �� 1'�■ .� - - :`Y � � _ 14 INSTALL 48" STORM DRAIN OUTLET CONTROL STRUCTURE. REFER TO STRUCTURE ' ` RIM: 189.05 RIM: 19800 :;.. ,�:.:.: ..ny:�;.�•Lexica.�,..r-a.��^ext�:c,�.,�a,:<,.�,x�ee:•znu>•nyE,�� .�,.�,e�� :1 Z DATE 102!0612016 .1 `° TABLE FOR RIM AND INVERT INFORMATION. REFER TO DETAIL ON SHEET C703. IE IN 15"N = 182.24 IE IN 8"N 193.94 ' v. v i' v:.>.<; >.;t: -:�.< • .o, ( )- ( )_ g: msmwi6 � � � 0 DRAWN I MJZ = IE IN (10"NW)= 185.00 IE IN(6"E)= 193.94 `• • s 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 �, : ,rN _16 CHECKED I KSR CONNECT STORM DRAIN TO EXISTING MANHOLE. " SCALE NTSPROJECT# 121509510 0_ ECO L�/ 4 0 17 INSTALL STORMFILTER CATCH BASIN (1 CARTRIDGE). REFER TO STRUCTURE TABLE VPL. SHEET TITLE t., co FOR RIM AND INVERT INFORMATION. REFER TO DETAIL ON SHEET C702. CO I- STORM PLAN .� N .Q 18 INSTALL 15" HDPE N-12 PIPE. C./) SHEET NUMBER cS SCALE: 1"=20' Z N 22 CONNECT STORM PIPE TO PERIMETER DRAIN. SEE ARCHITECTURAL PLANS FOR O C406 ( = CONTINUATION ii'- b_ 5 6 20 10 0 20 U 0_ LE 2015-00004 .w _' Lof1au' li MATCHLINE - SEE SHEET C405 " 4t cp r- co .J V x` f 0 .. o „ e _ L- - y r �� li ! I - I 3 co`.' I LEGEND L �� h _ r1 __ - EXISTING BOUNDARY LINE a 1`I • riii ""' EXISTING EASEMENT LINE C•I a I AlIT- . o i ❑ill - EXISTING CURB LINE J Jf ` I - PROPOSED BUILDING FACE 66.35LF /- 112.27 of DAD-2 I I @ 0.45% NIF O I ® @ 1.56/0 © S 8 PROPOSED CURB LINE o co SDMH-14 ® . ., O 2@2.50Lo @ 3.40% Q II PROPOSED STRIPING 1.00% 0 grt 31.5$LF ' SDGO-23 I EXISTING CONCRETE SURFACE U @ 0.45% O _ SDMH-P1 BLDG 9 TYPE A2 :' W di - PROPOSED CONCRETE SURFACE ,; 0 LLJ ,...m4 :...:.`- j ILLI:, (= 27.19 OF SDAD 30 © _ � - ❑ - PROPOSED DOUBLE CHECK ASSEMBLY 0.45% I� , (/), LJJ @ I O eh @ 800°/n 2.00LF . I e _� __ '_ AND VAULT - W ,I @ 35.42% W; 11! - PROPOSED DOMESTIC WATER METER . ., . . ' '.33LnF _,J `� SDCB-18 ...., o - PROPOSED SANITARY CLEANOUT a ci W . 0.45% I I �---- :''''a-; W.. Q Z ��;. 1,11 - f = - PROPOSED FIRE HYDRANT Z W e _1 18.59E F 11P1111111 JY �" _-2 O @ 0.39/o - - LE - PROPOSED REMOTE FIRE DEPARTMENT O r o a, 1- A� !` ® 33.18LF- a> CONNECTION O d 2 a @0.30/0 < < < : r. �CL .� - - II L PROPOSED STORM CATCH BASIN / -- - PROPOSED STORM CLEAN OUT ��' = I M -':,::�-^:.' �� A�� AL A ��A�� _ )w. - PROPOSED STORM MANHOLE .-❑ - PROPOSED SITE LIGHTING - • • r-a- N. ° '4 n . .rs -r. - 4 .� v „ , - n - ..- . . .ti a'- a-- . - ° a © v-. PROPOSED TRANSFORMER " ::v;::::.,:,-„:::..:.::.::.»:�, ...:, PROPOSED STORM LINE r '.� '•/ ,�� ` . 55 - PROPOSED SANITARY SEWER LINE V J L- / \ I ma..............................................-.............,. ,: ,,,,e.,,,N�,.w.ww,,,%, gek..... � M.,.,-..uu. W..... - INE - �, - -- 56.41 LF.... ... EXISTING STORM A 17 SDDI E3 o - w - - PROPOSED WATER LINE L� REFER TO PUBLIC IMPROVEMENT PLANS 0 SDCB-17 SDMH-P2 @ 1.63/0 G - - PROPOSED NATURAL GAS SERVICE FOR WORK WITHIN HAWKS BEARD RIGHT . �m , �� ,;; "....` E PROPOSED ELECTRIC SERVICE ,s OF WAY. IMPROVEMENTS SHOWN FOR SW HAWK'S BEARD STREET I - - PROPOSED DOMESTIC WATER LINE INFORMATIONAL PURPOSES ONLY. � . • , .� r d 4._.._.4 . .... FIRE WATER LINE .1 . ..... : „..--.:. ........ . _.. ..., ,_.. _. '. . z . ...----, ; , . ,-- ,s _ - EXISTING STORM DRAIN : A . .k. /. ------88---- ------ - EXISTING SANITARY SEWER L IN E 0- i.' ; ..; ,._ _...,.. ... ...., - EXISTING WATER LINE --------a-------o.---- - EXISTING GAS LINE 0 M-.---P- -------r---P---- - EXISTING POWER LINE L.L >- o W I W Z H ILL E1_ Q z z CIS 0o J ❑ w � J o aQz E = CL o U J Q CONSTRUCTION NOTES I- _ W Cf) I OINSTALL STANDARD TRAPPED STYLE CATCH BASIN. REFER TO STRUCTURE TABLE FOR RIM AND INVERT INFORMATION. REFER TO DETAIL ON SHEET C702. m 02 INSTALL 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. 0 INSTALL 48" STORM MANHOLE. REFER TO STRUCTURE TABLE FOR RIM AND INVERT INFORMATION. REFER TO DETAIL ON SHEET C703. OSTUB 4" STORM DRAIN FOR CARPORT OR GARAGE DOWNSPOUT CONNECTION. Z 6 STUB 4" STORM DRAIN FOR FOOTING DRAIN CONNECTION. ,�`� .� " :::.." ��.� E CATCH BASIN DATA MANHOLE DATA AREA DRAIN DATA DITCH INLET DATA CLEANOUT DATA O7 STUB 6" STORM DRAIN AND FOUNDATION BACKWATER CHECK VALVE FOR FOOTING ,,oe.:,,_; ; -. u DRAIN CONNECTION. SEE ARCHITECTURAL PLANS FOR PERIMETER DRAIN SDCB-17 SDMH-14 SDAD-28 SDDI-E3 SDCO-23 �-.' - -� INFORMATION RIM: 192.10 RIM: 194.04 RIM 196.04 RIM: 189.92 RIM: 194.77 8 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 ' "rI-� r. I ,_ IEOUT(12"S)= 191.01 --.... .• '11,,,,- i i ) <a 9 INSTALL 6" HDPE N-12 PIPE. " !•, +� �� 1 O SDCB-18 SDAD-30 SDDI-W3 SDMH-P1 ,,•� � _ RIM: 191.95 SDMH P1 RIM: 196.50 RIM. 19170 RIM: 192.95 -:'-',.'..• 1 p INSTALL 8" HDPE N-12 PIPE. IE OUT(6"W)= 190.26 RIM: 192.95 lE OUT(6"S)= 195.00 IE IN (12"NE) = 190.65 IE IN(12"N) = 190.87 1: ,.1 •-VI,-.!- -.iiYom` • C IE IN(12"N)= 190.87 IE OUT(12"SW) = 190.87 ``� �� I" � ;,•""^' t. �.`"r ,`. ; I , 11 INSTALL 12' HDPE N-12 PIPE. SDCB-19 IE OUT 12"SW = 190.87 .,...:-- -,-1.1,..._ !-"• ' iii14.VPIIPIti I, O ( ) ''' ' 1- RIM: 194.72 SDMH-P2 ii .i �•;' ''y +v - ® :' ' I' I_ .• I �` CD 12 INSTALL 85 STORMTECH MC-3500 CHAMBERS. REFER TO DETAIL ON SHEET C704. IE OUT(fi"N)= 192.04 SDMH-P2 RIM: 191.77 ,,.,,.� ;,,. �}'.'" .e.:-- °� •_ �4'`- -+ �'�. ., �+r ,' � ; .� �.D pROF RIM: 191"77 IE IN(15 1)= 189.79 .. (' r • • •• F S i O "` 2 `� GINE 'O 0 13 INSTALL 48" FLAT TOP STORM MANHOLE. REFER TO STRUCTURE TABLE FOR RIM IE IN(15"N)= 189.79 IE OUT(15"E) = 189.59 j' - L _�, z � �,N F -'4:? :irk INVERT INFORMATION. REFER TO DETAIL ON SHEET C703. IE OUT 15"E - 189.59 u ....k./.4 - 9 9 ( ) 1` 1 1111111 I I 111 :11 111 1 V ® / w 65433FE c11- an .: ,„ 1a INSTALL 48" STORM DRAIN OUTLET CONTROL STRUCTURE. REFER TO STRUCTURE � I�' d num 111 a w.�+..i g j !" _11--!I II NO i TABLE FOR RIM AND INVERT INFORMATION. REFER TO DETAIL ON SHEET C703. n �f 111111 i 0 GON Lk ■ ■., ■ . .AI -� _.._..-_ ._.....- . ._.._..--•. .-._,-,a4 , �/ . 09 �� (' 15 CONNECT STORM DRAIN TO PROPOSED STORMTECH DETENTION SYSTEM. , ! v - !mix- II�E - ; ,,,,,•.,--; V �G/N S. BUSS<� Cr) ' { r Cl 1g CONNECT STORM DRAIN TO EXISTING MANHOLE. ...: ,� � < aY....., r;•;E= ;:s�.s�: s� 0 EXPIRES: 12/31/16 I!! 1l 1l L• EN = 1l 1M = :%., 1,.e V a 17 INSTALL DITCH INLET IN WATER QUALITY SWALE. REFER TO STRUCTURE TABLE FOR RIM AND INVERT INFORMATION. REFER TO DETAION ON SHEET C704 KEY MAP Z DATE ( 0210512016 o l' , 18 CONSTRUCTION WATER QUALITY SWALE. REFER TO GRADING PLAN FOR SCALE NTS 0 DRAWN I MJZ PROPOSED GRADE. REFER TO DETAIL ON SHEET C704. DESIGNED I MJZ NJ Ti 19 INSTALL 15" HDPE N-12 PIPE. N 0 CHECKED I KSR INSTALL WATER QUALITY MANHOLE WITH FLAT TOP LID. REFER TO STRUCTURE PROJECT# I21509510 20 0 TABLE FOR RIM AND INVERT INFORMATION. REFER TO SHEET C703 FOR MANHOLE ZDETAIL. REFER TO SHEET C704 FOR FLAT TOP LID DETAIL. SHEET TITLE Ct .--g- 21 INSTALL 15" HDPE N-12 PIPE. I- STORM PLAN c, :o Cin SHEET NUMBER ,- 22 CONNECT STORM PIPE TO PERIMETER DRAIN. SEE ARCHITECTURAL PLANS FOR SCALE: 1"=20' Z CONTINUATIONco o C407 ., & o 6 20 10 0 20 U Li LAND USE# SDR 2015-00004 LEGEND 0 Lo r 41_______ - EXISTING BOUNDARY LINE 0 It co T • •, 0') O a - EXISTING EASEMENT LINE y o N MATCHL1NE - SEE SHEET C403 x,... . . . ......... ........�,....,.w....:.. - EXISTING CURB LINE D u) 2 i 0 - PROPOSED BUILDING FACE o O 0) : 7 M - - PROPOSED CURB LINE c c @ m 0 "t \ 12.56LF PROPOSED STRIPING � o , 4 f �1 0.50% CL 1 - EXISTING CONCRETE SURFACE --0----- �� SDMH-08 / 68.24LF _ _:. _.... N @ 0.45% 38.70LF SDM04 \III Jtflf I PROPOSED DOUBLE CHECK ASSEMBLY 0 } Ji . • AND VAULT • €• I � II s I I I I { I I � , • I PROPOSED DOMESTIC WATER METER .; I O a I mono-. T .. . ,` la , rill fi - = - t,,; ' O o PROPOSED SANITARY CLEANOUT ° - 7_.....i. • _st ' 'Iv::- JJ p 4 @ 1 51% ,t.----rr PROPOSED FIRE HYDRANTIlliiii_ -' 3 AIL Wg J 1.- 'liii SDCO-22 W - PROPOSED REMOTE FIRE DEPARTMENT J ! J O I , W a CONNECTION o J :'I: I I IN Ell ; Fill ~:nil- - PROPOSED STORM CATCH BASIN Z W Itil Q rg W W''t 11J JJ a' O@ 1 10 0 6.92LF SDAD-24 W 2 a r I. a Y @ 18.07/0 D 0 W - PROPOSED STORM CLEAN OUT E. O r 3 v z e ! © PROPOSED STORM MANHOLE C �j a m 9.73LF W a C7 J II .J c O-@43.27% BLDG 8 Z i--❑ PROPOSED SITE LIGHTING i� IE=185.42 r BDSF-1 _ TYPE A� _ PROPOSED TRANSFORMER J i O 1E71 89.60 (� PROPOSED STORM LINE J 4� S.00LI s® ' lif f $ _ @ 2.02% ::- , SDAD-26 Q 55 PROPOSED SANITARY SEWER LINE {' f IE-189.85 r © EXISTING STORM DRAIN LINE PPIw - PROPOSED WATER LINE • J 38.15LF , f Lek 24.48LF r n i J @ 1'00% O �._141111111111Mirr @ 17.07% , G PROPOSED NATURAL GAS SERVICE �•+' �V , OCS-Wl �1PUBLIC STORMWATER DETENTION POND. IBIZA0 SDD!-W2 ■ Q 14.49LF E - PROPOSED ELECTRIC SERVICE REFER TO PUBLIC IMPROVEMENT PLANS FOR 1 � MI @ 0.34%0 PROPOSED DOMESTIC WATER LINE z FURTHER INFORMATION, 0 f41,11 --- . ,L Ft 1• r � I i _ z :'J I ---- - :•.:•x'.x.x•x•<'v,,.x•x:x-•x:• - EXISTING STORM DRAIN • - t;.1\.: ilph.:.\\‘ :I.:4- ' -4b.,.,szt(fAr.: \ / 1 1 c. _ _ _ rt 35 SS - EXISTING SANITARY SEWER LINE �ri •- _; W,,_- .w....-. - EXISTING WATER LIN & V' .,,......x....... .,;,,. .. EXISTING GAS LINE 7 . 1 -4- "�I. ..:-7H. - -,e - �.. � ..r; 7._ - a 7, -.- - , - s 7- a - -. • �: - �'7 �T -e a \ / a n / x ;: EXISTING POWER LINE • ;. i \ , o - I No, \all < 0 x.:n.:n:.nxx.M.x.. .K.. .w.� �m��.n.mri..riri �:._..».. ri x ........ .... .. . ....r.w w.. r _ - . wa. ... 50.33LF • / REFER TO PUBLIC IMPROVEMENT PLANS 11 @ 0.50% / FOR WORK WITHIN 135TH AND HAWKS BEARD I 0 • 1 RIGHT OF WAY, IMPROVEMENTS SHOWN FOR REFER TO PUBLIC IMPROVEMENT PLANS f "' _ _ _ FOR WORK WITHIN HAWKS BEARD RIGHT _ ��// INFORMATIONAL PURPOSES ONLY. -.MA- I..L I .` x x EXMH-2 SW HAWKS BEARD STREET OF WAY. IMPROVEMENTS SHOWN FOR W INFORMATIONALPURPOSES ONLY a - e 4 c fo� .. ....,a,.«.....�..,...........,.,....,,......,.-.�.............. ...a.... ....,.,... ....c2:..:...:...:......_,'' x:x:,.,:.,....,... ,....x.... .,.. .,. . L..........................................,..,..,........,�, t ,&_ - CI) fik � 1 f . •4 4I i o iy I,.. a' r' i mow. }j :t } f' rEg 0 ', • s i; • ; J o U 0 r< • f V :// e • y .. • f. CONSTRUCTION NOTES a) OINSTALL STANDARD TRAPPED STYLE CATCH BASIN. REFER TO STRUCTURE TABLE FOR RIM AND INVERT INFORMATION. REFER TO DETAIL ON SHEET C702. OINSTALL 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. SDCB-10 SDAD-24 005-W1 SDDI-W2 4 INSTALL 48" STORM MANHOLE. REFER TO STRUCTURE TABLE FOR RIM AND INVERT RIM: 193.49 RIM: 194.98 RIM: 190.62 RIM: 190.65 z INFORMATION. REFER TO DETAIL ON SHEET C703. IE OUT(6"N) = 192.90 IE OUT(4"N)= 193.48 IE IN(10"N) = 185.09 IE OUT(12"N) = 189.60 `,""' --- ,--r a IE OUT(12"S) = 184.64 •:.rev: O STUB 4" STORM DRAIN FOR CARPORT OR GARAGE DOWNSPOUT CONNECTION. SDSF-1 SDAD-26 -.##'..'-...-.;,,-- -::::::::.: . ' � U RIM: 191.77 RIM: 19547 SDMH-08 :„_.:.:- 's - O6 STUB 4" STORM DRAIN FOR FOOTING DRAIN CONNECTION. IE IN (6"N)= 189.47 IE OUT(4"5) = 190.53 RIM: 194.56 .'.,> =`"': ' . •• - �' '` O. IE OUT 6"W = 189.47 IE IN 12"N = 192.40 "-,;-± ::.. "" • >,--;-f----. 10 7 STUB 6" STORM DRAIN AND FOUNDATION BACKWATER CHECK VALVE FOR FOOTING IE IN 6"W = 192.40 '�� Iiill V iiir-- 1 LLI DRAIN CONNECTION. SEE ARCHITECTURAL PLANS FOR PERIMETER DRAIN IE OUT(12"E) = 192.20 ' _,. TH".11.1;161.-.7:.1..7.7117.1‘,.:#.;:.::':.1..7.:.::::\ �' _k4 t;/ill �' p INFORMATION " --11,..‘1::::::::;.:-.-11'.1-;'' ;,•�- : '1 pOINSTALL 4" HDPE N 12 PIPE. x: 1k • � " `r'11111i. Og INSTALL 6" HDPE N-12 PIPE. i y� rco 10 INSTALL 8" HDPE N-12 PIPE. "� �::1 �� : e}'..11i1171 .1 P. ' 11 INSTALL 12" HDPE N 12 PIPE. '' vOPROFk .. 1. - - J -E s��' Fss, 1..17 l '' ,3 Z �,GINEE D 2 12 INSTALL. 85 STORMTECH MC-3500 CHAMBERS. REFER TO DETAIL ON SHEET C704. - _1 vim • `� i � I � lil :rri n� 1 rr �" ® � w Q 65433PE l Es.• i'r I ? ! 4 13 TABLE FQR RIM I � �ANDINVERTINFORMATIONREFERTODETAIONSHEETC703. :loft, - 0 15 CONNECT STORM DRAIN TO PROPOSED STORMTECH DETENTION SYSTEM. 1 i. -k iw 7....l�II ..,,-.=,------ --_.......__.......--_..� �- .�'�_'� .ra- .f- Y pg, 2 \, °' O CONNECT STORM DRAIN TO EXISTING MANHOLE. +� _ 1 .,, 1� Fyi31.4'�}ti:•:ti:ti. ' tii.:titi\Qi4\ �1ir k:v':'�'S '>:' :.`ni...174}CJiC.}?P1\�+, 'R•'5:::.v1t'� 0 CD ES U �g INSTALL 15" HDPE N-12 PIPE. s:'- - IN MI m am IN w ■r �; '�:'':�:; =' xh; :w: EXPIRES 12!31/15 o M Io cu - 20 INSTALL STORMFILTER CATCH BASIN (1 CARTRIDGE). REFER TO STRUCTURE TABLE KEY MAP Z DATE 1 02/05/2016 FOR RIM AND INVERT INFORMATION. REFER TO DETAIL ON SHEET C702. 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I I I I _LOA_JRPORT 0 I I III TYPE G1 %';•,-'-' 1 1 C Z - --- - .- - .1 _ 7.,....•:' , , ;,, .41 i .t r _ PROPOSED CONCRETE SURFACE 0 Dr %__ FW 11 FW- FW- i ;.$--4 - 'a . , 14,4 1 1 ''' '•) Ame 1- •___ "D- . _ .1 - ' M D ; 1 1- • I i,.'. „.., .... .. . 0 SS SS SS 0 L . I I • , --Cr-4 4 ..,b • MR \ D.- - PROPOSED DOUBLE CHECK ASSEMBLY 1= T.I.„. $ II I _ =•=% • . 4 !r- I .1-,• lb- / Nmi D 0 • ,(,... -hi, L 111 T -ri FiA4,0kTii -r-1 T -i.. Ns' m , k'•,.. 1 _ pA RN 0D pV0AsU EL DT L 1 , , i A GARAGE 7 HC :v. ' -11 ...".•...: ...p. • . ... '‘.1 • ,:. . ' TCR-01C/T i- - El 71 I 71 :...•;.' DOMESTIC WATER METER ,,,,- • I 1 i ..l• : A4 41fr ht.-----..11 • . Ilk 1 M. Ag TYPE GS 0 ww ci ......,-m &- 1 ! 1 ::., . ,:"'::i.:...:-.:..i,.--E - . •,. ..- ... "Niaiwiim4 =N•m-'"-----n------ZakllMlh•wlil_ 1104vgl EH MD .. :,-„,111111111110111=15111/Nk• ., .,.;... . .„-. - , , ,_....,....- • . . . -...-- ' EN .,L, - - na . '.-• :' L'-•: • AIM= N'illbani'lll'ai-- - inhanummisi••. • .-• 1 - 11.1 r . 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'vt. 4;.... t.,, 0 ' 504 , .,. w - PROPOSED WATER LINE o '."------ - --4......,44--....,,,,.„ EXPIRES:12/31/16 iit/ .:',e.' 0 .,.. 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Q• .0 p.- -p-, - EXISTING POWER LINE SHEET NUMBER CNP .42 t I Cr) ikl,, Inli U) .- CO 11(1°°_ 11111, 20 0 40 -a- - EXISTING FIRE HYDRANT Z E (N co 0 C500 co e - EXISTING WATER VALVE (..) E ii LAND USE# SDR 2015-00004 ou� � • ti N i CD Cao r N +r, CU .� ��,, „-------.--7-0k:1110• LEGEND • _ , ® ., J a- / / EXISTING BOUNDARY LINE 7-7":"...,,,iii.:"..ii ®± r /— t - - - EXISTING EASEMENT LINE o Y'':•. �� /� / ---- 1; .; 0 c., e�1 W_._._ . , .. _ EXISTING CURB LINE ti • ...'� ,. . •4 ' .d -®'� I/ • 1 ,r•` / - PROPOSED BUILDING FACE 0 -i- .� ' I a .` , /'' 1 0' SSCO 65 'r��` $: PROPOSED CURB LINE .- '// 1: 4. 04�� ' -- — M.,..u.k,�a �YA,x�, fi.„„-,, k .. PROPOSED STRIPING O ........ L....„. .... y 11 11111$0f' W . .... ? - EXISTING CONCRETE SURFACE ,• ... . , .,. i„:„ ..,-"' a• al e, 7. . v 1111 ,,�F I f ; 1 - ' - PROPOSED CONCRETE SURFACE r. - [ yn+.':"". `ate` 1f ''I 0 I - �' / ' e• t .� + / cL� / d 4 • / PROPOSED DOUBLE CHECK ASSEMBLY •' .. d `i 1 / . ❑ AND VAULT ' - — / /' 0 4 87.22LF / / Q 4 . @41:10 1.00% 3 / • - PROPOSED DOMESTIC WATER METER 2 W -2 71 fl . ----: SSCO B4 / / . ../7 a ' -' z I • ,.• e L BLDG TYPE A3 1 4 ~ II> Oi i • o PROPOSED SANITARY CLEANOUT ._ x O 8/( LI - NEM! 0 „, g ,s: ,;.%L e „..., -. �`)„,>_., - PROPOSED FIRE HYDRANT W P. 0 \ * ��.� \ \ • 66.66LF PROPOSED REMOTE FIRE DEPARTMENT •�• ” - @5.00% � ♦ ,� •4.1 _ p' ! fy ss .. 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".,".. ,• co SSCO-B4 EXSS-1 I!r�...k ` 1 SEWER CONSTRUCTION NOTES ' N � - - RIM =208.34 RIM:206.97 , IE(6") =202.03' IE IN(fi"NW)= 197.42 A ► , n IE OUT(8"S} = 197.22 ...*.e..!!-:: :".-- '''`. -/� --16A101111�,..�-�': +� ,� 1 Oil INSTALL SANITARY SEWER CLEANOUT. SEE STRUCTURE TABLE FOR RIM AND INVERT INFORMATION. ,•� � �. +� •• REFER TO DETAIL ON SHEET C702. . .::- RIM =211.3T x = `^�"'"� � �� `° IE(6") =202.60' .., ,:," /.� - o 1 \ b 40 INSTALL 6" PVC D3034 SANITARY SEWER PIPE. s ' r } r te' ' 1 .�.- :a4,1 �/-� i 40 .:: INSTALL STANDARD 48" SANITARY SEWER MANHOLE. REFER TO DETAIL ON SHEET C703. ''` '. `'' rG� � ® _ � il CO ,1-7,. ll o CO STUB 6 SANITARY SEWER SERVICE 5' FROM BUILDING FACE. REFER TO PLUMBING PLAN FOR .• ,; i � �� 111' ; I Z �� GINEFR D�9 a_ CONTINUATION. • - l - il . Fec'-' -:--.i -glilinillii I iR eei !a Hi 1 I W 654 3PE CONNECT PROPOSED SANITARY SEWER PIPE TO EXISTING SANITARY SEWER MANHOLE. SEE II., �Sillufim III._, _.-�•_,r,._I:11.711. 111' -fil "IterD¢ STRUCTURE TABLE FOR INVERT INFORMATION. �s li _sio, I 0 GON Q 'r ii ' .. rooll / n lEL.., 0 9 s d 2 ,...„.,,.„,..:„...,-....,-„„:,..,,4—' Viik s ',? }$ s n 5 l :a ..t .�:->�� 0 EXPIRES 12/31/16 g KEY MAP Z DATE 10210512016 co R -s SCALE: NTS O DRAWN I MJZ 4 0 DESIGNED I MJZ c iq r , CHECKED I KSR v o E D PROJECT# 121509510 CO n. /'�/ 1..` SHEET TITLE I— . SANITARY PLAN c o CD SHEET NUMBER N -w v 2 SCALE: 1"=20' Z E m---b_ -- g C501 20 10 a 20 LAND USE# SDR 2015-00004 2 LOo `- Q o D) ' G cn 2 1O0) _ LEGEND H 11 EXISTING BOUNDARY LINE �� - EXISTING EASEMENT LINE CV 1 r 4 ........ M.., .. ...,.._...,....... ....... . - EXISTING CURB LINE ti SSCO-B3 - PROPOSED BUILDING FACE 0 \ • 111W. f <: . . .__ .. - PROPOSED CURB LINE • te...„....# PROPOSED STRIPING .40 ° - EXISTING CONCRETE SURFACE „�y, ti,. BLDG TYPE A3 r -4.. ,. PROPOSED CONCRETE SURFACE 0: IT'....... ..... \ • . Ill ___- • • - PROPOSED DOUBLE CHECK ASSEMBLY O-CO 1 \ FD/ AND VAULT :§:: �� 1 ■ - PROPOSED DOMESTIC WATER METER Q w a, SSCO-B2 �1, 1 1 \ Fw -I H a 2 S r. �+ 01 1 1 pW 0 - PROPOSED SANITARY CLEANOUT 1 - g O r o It 11 lit° !� J 1 1 \ y ' • IIIMI O ria %. \I- ' �� 1 1 L \ - PROPOSED FIRE HYDRANT x a. C7 1 , 'O 1 1 \....... ...- ow 1± ..' -: iiii4 - PROPOSED REMOTE FIRE DEPARTMENT \----- CONNECTION ��- , ..011j. .,00.0. \\c,013"\„, ---- ---„ink 21D.42LF / GAC ., 101, 1 \ @ 2.94% / e. - PROPOSED STORM CATCH BASIN 1 .a 24.66LF ' y % I - PROPOSED STORM CLEAN OUT ��@ 2.00% fl� 10°. G2 PROPOSED STORM MANHOLE *\.ii\ . ® :: pw/ / GAS ,p. � - M EG CLEANOUT DATA MANHOLE DATA ^ 1\(P IL PRE.,,, PRER hi F- PROPOSED STORM LINE PZ �� p ,r '! IE IN(6'N) = 186 04 5s - PROPOSED SANITARY SEWER LINE 1 ` /`�' iii ' t SSCO B2 IE IN(6"SW) = 186.08 I+ . . „� RIM: 200.75 IE OUT(8"E) = 185.94 SD - EXISTING STORM DRAIN LINE SSCO-W5 w - PROPOSED WATER LINE • 1.1 �� ' E OUT{6"S)= 189.81 SSMH-W3 ,� / G �� - PROPOSED NATURAL GAS SERVICE I CO FWw - . � :.0.,.„:„.."...„._BLDG. • � SSCO-B3 RIM: 195.57 SSCO-B1 � a . RIM:203.34 IE IN(6"N)= 186.99 E - PROPOSED ELECTRIC SERVICE II:t ti \ / s; IE OUT(6"SW)= 195.50 IE OUT(8"E)=186.79 IpW I , \-----fp• u fI PROPOSED DOMESTIC WATER LINE ^I Q .. 4N . F L � T _ SSCO B6 PROPOSED FIRE WATER LINE 1••�, ._-_-__-_- - EXISTING STORM DRAIN. �C / pw fi l RIM: 195.99 - CL I / IE OUT(6"S) = 186.97o% 82 97L°F ss �> - EXISTING SANITARY SEWER LINE Ct pw @ 2 07/° �� ;/ r^� SSCO-B8 w a� - EXISTING WATER LINE C7 RIM: 195.78 >m 0 - EXISTING GAS LINE ,� . ' rIE OUT(6"NE)= 187.29 �°ow C7 , , . n + -,.- . -._..-.__....P:_...�.._...-.._;._�..-.. - EXISTING POWER LINE EtSSCO-W31 -ri > . 69 RIM: 197.78 - EXISTING FIRE HYDRANT W1 IE IN(6"N)= 188.28 z / 15.00'PUBLIC 6 TYKE A4 @ 1 IE IN{6"NW)- 188.28 A - EXISTING WATER VALVE w Z J SS O I$ ' WATER EASEMENT IE OUT(6"S)= 188.28 z LL' Z 1 11111SSCO-W5 0 I RIM: 199.67 Q V Jri GA'PG ``3 I IE IN(6'INE)= 189.32 W��pEG I un IE IN(6N)- 189.32 J IE OUT(6"S)= 189.32 0 W O Ct 87.81 LF • () I SSCO-B60400 0 @ 1 .47% i l I . = H Ct oT Z U p 0 .lila I ` • • • a • A - III o Cl) W I 1- 9 U % , 46.32LF I__ m @2.00% W c c cil, c c t_J1 ee,SSMH-W2 58.38 C7) I@1. w SSMH-W3 400 Q - - W W �r imou ---� - _ ..:'D .c 00 I m ilk 0 W A 60.68LF57.87LF @1.12% 6 @2.00% 2 �, = : z- -I- -- - - - - - - io„t, E 1 1 1 11 \\„ )107,,_ \ \ Q SEWER CONSTRUCTION NOTES -YJ� co 5 ,..;*,:e:7 -: :;; '''.---.,...5.:110. 0 " • - • _. • . . r .:•• INSTALL SANITARY SEWER CLEANOUT. SEE STRUCTURE TABLE FOR RIM AND INVERT INFORMATION./ _�_ • .0-0, i - AlrI REFER TO DETAIL ON SHEET G702. _� -' -:_.1.,s,..,.,. .1.. kit.i '` 1 w INSTALL 6" PVC D3034 SANITARY SEWER PIPE. _ . . / X4 oil 1- (0 - _ lij 117=[ • kill • g r '' ` ... .- � ,..„:_: 7.....,,,,I: ,, • .0„,7,- -..... ..: INSTALL STANDARD 48" SANITARY SEWER MANHOLE. REFER TO DETAIL ON SHEET C703., -1 I : `Ia�6� �. F,.. h ~ 4 STUB 6" SANITARY SEWER SERVICE 5' FROM BUILDING FACE. REFER TO PLUMBING PLAN FOR " y 0,,,,,,,,,,,... �►�� i - CONTINUATION. �� fy010 .•E. ff r/) rmi LU r4 . Pi J I � I : I ��Q,ED OFfss o - CONNECT PROPOSED SANITARY SEWER PIPE TO EXISTING SANITARY SEWER MANHOLE. SEE _'\` 1 ::I Z S � GINEF �D,y cc SSCO-B8 STRUCTURE TABLE FOR INVERT INFORMATION. ..t 0001,7,44„ .F �` „€ ' • l4 '.'`- 9 17,-- CI- BLDG 8 I ;f. I • ` i �: u�:�tl nl ...__' r ® � ° W 654 3PE 6 INSTALL 8" PVC D3034 SANITARY SEWER PIPE. _1` i m_� , = _�_ `.4,.. � � _I, II "� z TYPE Aa k : ! 0 GON i�II n Irl r _ 1 `� STUB 6" SANITARY SEWER SERVICE FOR POOL CONNECTION. POOL AREA TO BE DESIGN BUILD. !,. ,. i� ll'i � o0 u �.......................r, _ `� F�,45. BUSS cp ;} ••,q ,. :'ut4+.. .. a ,,, ,.k.�crxc�+,y�,�: ,,,.tti��,v e ;.:r'eta a>.a ao a...„.:. .,,.,..r.,;,....,.., ..:.: Lam- ,,,,,,, X00, O :t""� 1• z:sY:a:.xc„zs ri:.a�casfi'o'c :;e: 0 EXPIRES:12/31/16 3 KEY MAP Z DATE I 02/05/2016 o r SCALE: NTS DRAWN I MJZ m .4 H DESIGNED I MJZ N in \ PROJECT CHECKED# 121509510 CO• d \II i: �o SHEET TITLE cy cu Ts _ AN ,o GO SHEET NUMBER • a SCALE 1"=20' Z --- o C502 N c.„ UJ i..,_o 20 10 0 20 U LI: LAND USE# SDR 2015-00004 �" l� Q0 r' c9 r V So j o � �N CI .8 E 0 , . . I„,...3 . • 1 , 1. ' : k aI LLEGEND - .,...„ .:-. : . ' ' . ii• SSCO-B12 U 15.00'PUBL[C - EXISTING BOUNDARY LINE CV T.; �` .------ • s ..1 \ ... :. . .$ F WATEREASEMENT� C7 • . Q I - - - EXISTING EASEMENT LINE o * � . • :: •_••. .... m.... EXISTING CURB LINE I I I C) I - PROPOSED BUILDING FACE - 0 `� I : n I PROPOSED CURB LINE F- — — — ------,n,n,Mx,,, „,,, _ PROPOSED STRIPING ❑ - : • - EXISTING CONCRETE SURFACE ''' 1 — _ — BLDG 6 TYPE A4 @ 6Ni::E':' 870�n 6 I COMMUNITY _ 4 - PROPOSEQ CONCRETE SURFACE - m • BUILDING -- k PROPOSED DOUBLE CHECK ASSEMBLY 4 AND VAULT ohm m SSCO-B7 Q �" 2 1 PROPOSED DOMESTIC WATER METER Z a N I .; . ` 3 SSMH-W1 ti r 0 PROPOSED SANITARY CLEANOUT IIIII .i O SSCO-B11 1 I �� ,; v I O �" ,a _ + . f I * n - PROPOSED FIRE HYDRANT x R. C7 ()Lir !� . .` I. . <. 4 - PROPOSED REMOTE FIRE DEPARTMENT ` _ • \ I CONNECTION / - - I w I .. _ -M. _ - _J �. k PROPOSED STORM CATCH BASIN :� • • o e-cle. .• . .< . — 4 :. —..,..1.,..„--,, .> • ., PROPOSED STORM CLEAN OUT 4 . ' e e o I . 1-o - -Ti1-r- ,-1 .-1-=1 ��1 I =I o -- e o \SSCO-BC 4 — o © r7° a • - ::::: LE @00/o \ pCePORTITE LIGHTING I I I I '1' f5 I I I I / 0 C C c �, '`:: :._ \ `ti� h - PROPOSED TRANSFORMER ��i C < \ °� C C + ��. � / L_ �. L - l.. - � - -I- - L - � - .J. - -I- - L - - - 36.46LF W58.38L°F 6 T 45.04L°F 2 © @ 27.87% xx ;rrx.-....�::<_, _;::::<:;::. :n: v::,<: PROPOSED STORM LINE z W @1AO/° $ I @31.64/a 4 �71.74LF� i - -DW – FWDW Y - 9FW FW 6 - FW FW FW FW FW FW FW I e 2 @/ 11,99% I ss - PROPOSED SANITARY SEWER LINE U) 0 211.23LF1.flfl% 6 SD EXISTING STORM DRAIN LINE W @ W V — W - PROPOSED WATER LINE C/) ss • I ss SS — SS ss SS 55 © ss % - PROPOSED NATURAL GAS SERVICE ' �. EMI _M r� — _rte�. » -rte �.� �. W �� - E - PROPOSED ELECTRIC SERVICE Z / \ GARAGE 7 \ 20.144LF /, II jr( 2 @ 2 36% I I I I I I I - PROPOSED DOMESTIC WATER LINE © 40.50LF < CL = p @ 2.00% TYPE G5 HC \ @ 1.Ofl%: 6 z,o I I CA�PORT� I 1 1 - PROPOSED FIRE WATER LINE U `' w (7><- \ I 4 ' I I I I I I I - >: ; •....,.,-- - EXISTING STORM DRAIN CL D �_L=1=.1 ;_> - EXISTING SANITARY SEWER LINE o I- �. — o *\ o \ off Ss o = Q Q 1 co B10LTJ :4 — QW. Ct • ,.:. :1 pr EXISTING WATER LINE t • 1 1" IE I I - ::::z:INE I u 1 T �/ '`�D IT -- - I - CL L.1_ ,, ` 119.02LF6 ' 1{4.1 -6- - EXISTING FIRE HYDRANT W 1° @ 0.98% 15.00'PUBLIC _ I 9 EXISTING WATER VALVE w I 4 WATER EASEMENT I I 0 SSCO-B9 I .I Q Q z L_- BLDG 9 TYPE A2 - Et 1— — — — I BLDG 10 TYPE A2 J U) a. O - . I Q � . CL 1 w .; I I z Q C 1 _ �� ..■■1 �■■� .� -.rte 1•... ` IN MEN 0Q.[ Q MATCHLINE - SEE SHEET C503 I— = J R Q0 o 0 Cf) Ola) _ i- sem..�� :M"M.-.:57•` ;-,, ::; c CLEANOUT DATA MANHOLE DATA <<µ Y ' ': . ' . : � . w SSCO B7 SSMH W1 SEWER CONSTRUCTION NOTES _ :: RIM: 1971 5;`: • �' I RIM-201.34' �' ;�'��'•",..r�;r J�r,.:: -7:::_.;:;-:4,,,..,->"--, ��,;,�,�' '® •�..,- ''`-� � IE(6") 198.50' IE IN (8"W)= 183.05 µ e � 7411 , ;i A ► r a 411. INSTALL SANITARY SEWER CLEANOUT. SEE STRUCTURE TABLE FOR RIM AND INVERT INFORMATION. IE IN (6"E)= 183.05 _ 00 ) yr rr'J �'" .Y' ;� r °+ �_ �. _ REFER TO DETAIL ON SHEET C702. SSCO-B9 IE OUT(8"S)= 182.85 F ' ," '"; � t4 4 6 �- , 1+fir RIM= 196.00' .k• ;'iA %'� r �' •. INSTALL 6" PVC D3034 SANITARY SEWER PIPE. IE(6") = 186.17' t'rr !,r" '� r1 i'I 1 12 w- _ INSTALL STANDARD 48" SANITARY SEWER MANHOLE. REFER TO DETAIL ON SHEET C703. SSCO B10 /"`r1 .1 " ;-4e. \"• ° t ®� =� 'P#_ I E w RIM= 197.91' .,.y ''r'4. b — ''. g 1 v PROF J IE(6")- 193.47' W k f 11..001 `. ::r, .:. ' I • `�Q` fiS'cS':::J-•Io STUB 6" SANITARY SEWER SERVICE 5' FROM BUILDING FACE. REFER TO PLUMBING PLAN FOR ;I = Z �� GINS �D,yCONTINUATION. 1 'f, 'HI I e� F99SSCO-B11 -N ` " ?i l cc RIM- 198.48' 1 _ i• 111 :11 nE W 65433PE z a • I d 1him 111 Woo 11{Lr a3 1' �•r�'1 �:' 11 !1l 1' ' ��01 CONNECT PROPOSED SANITARY SEWER PIPE TO EXISTING SANITARY SEWER MANHOLE. SEE IE(8 )= 186.82' _-� ,._ .: � ��_ ..:�¢ STRUCTURE TABLE FOR INVERT INFORMATION. j � 4 .. I ❑ ✓ OONd SSCO-B12 � . , err ,foo 6 INSTALL 8" PVC D3034 SANITARY SEWER PIPE. RIM= 196.51' .R>,�.i..i e{ !. r., f.f + mm`s _ # V �l�jN S, . c,(\' IE(8")= 191.50' _ -:,.:*:c..o..,e au , a,,,, ♦ ; fig....^.w` ,'4 STUB 6" SANITARY SEWER SERVICE FOR POOL CONNECTION. POOL AREA TO BE DESIGN BUILD. '' . r .._, y EXPIRES 12/31/16 SSCO-BC ❑ �Ii. EI 8")19197.0' KEY MAP Z DATE 10210512016 0 SCALE: NTS DRAWN I MJZ DESIGNED I MJZ NJ Z N � \ r v, CHECKED IKSR 0_ E . PROJECT# 1 21509510 d- Q C 03 SHEET TITLE Mr' C . CO I— SANITARY AN .o SHEET NUMBER m SCALE: 1"=20' Z o C503 co = ._- _ o a-i 20 10 0 20 a LAND USE# SDR 2015-00004 2 L "" '- O 4tgl � O .- �09N O cn 22 ti oo ' LEGEND a Jcu - EXISTING BOUNDARY LINE - - - EXISTING EASEMENT LINE cod WW-4- WWW�w•,•-••- ..--•--. - EXISTING CURB LINE N - PROPOSED BUILDING FACE a - - PROPOSED CURB LINE . . . . ,,,.n,n, , K,v.,..,................, PROPOSED STRIPING - EXISTING CONCRETE SURFACE :: „ �„ w„ • - PROPOSED CONCRETE SURFACE ° MATCHLINE - SEE SHEET C503 - PROPOSED DOUBLE CHECK ASSEMBLY • Ir _ I =___WIM ! �" I I AND VAULT Q a 1 Mt' - -'.-119.02LF 6 ' / . I a - PROPOSED DOMESTIC WATER METER Z [i1 @ 0.98% I kxe' ( 0 - PROPOSED SANITARY CLEANOUT ha O . a 1-f Ip � I C � .� 6 119.02LF - PROPOSED FIRE HYDRANT x P. O p r r� • I I - PROPOSED REMOTE FIRE DEPARTMENT _ — BLDG 10 TYPE AL f CONNECTION L _ — ---I : . 1_ - PROPOSED STORM CATCH BASIN 1 � r., I 1 — I •':- i - PROPOSED STORM CLEAN OUT O - PROPOSED STORM MANHOLE U I a • r ¢ — 1 SSCO W2 / CJ- PROPOSED SITE LIGHTING J U r J r hl - PROPOSED TRANSFORMER I - :1,'•- .• :. . ., II u ',..___.-/ L sem. .. �- - PROPOSED STORM LINE �1 `-___.,1J --__) . -L Lid iii : _ Y fi 55 - PROPOSED SANITARY SEWER LINE LLJ - r • 4 , ) • 1 © ss p � I SD EXISTING STORM DRAIN LINE .. � r-• I w - PROPOSED WATER LINE ,. JI ��- . _ �75.24LF r __� G PROPOSED NATURAL GAS SERVICE 1.00% 6 �' E PROPOSED ELECTRIC SERVICE n/ _ ;. PROPOSED DOMESTIC WATER LI NE < EL � / I PROPOSED FIRE WATER LINE EXISTING STORM DRAIN _ ;" EXISTING SANITARY SEWER LINE � O�y/ SSCO-W1 69.85LF .' ' altie ›— 0 \ 0 6 �`' - EXISTING WATER LINE �.�.� o :r , a;,, :> - EXISTING GAS LINE i fi Ilir �"�� ,,,, '�- :v�..:.. ..- --:-_----`.--..._._y..---------- •- -'-------• - EXISTING POWER LINE a4 — `' �" ,-.,l - EXISTING FIRE HYDRANT f W EXISTING WATER VALVE .,.,. ......., ...0--` - .n a _,,,,,n. ., m.m ... /...,..7..a.,[7. ,..ii�.. 4.....p ¢ .v..,.,--.7-----:-• .,-.7--. -..•..,,5:7----,,---:-..":77,,..:., , •. I� ++.v.u.l�w --'11L- n 4 � � 2..;,„„z. 3 d �.. ,.. _ '.V.-` `,.'1 ^ 77...:1:vE4 �1ti \w ��hv'h ----3,,,.„............____:._;:,,,,„,. ,.,.,-�.L..:,-•.,,,,,,V�,J.i,-,.,...,...,..,.N. 6 ; �� 6 X Y5.............. .w. • Myr', 5 ,M " z . ........:.... . �.u.�.,... ;a /U\ -- ,: *�. FET J (f) 0 J W —I ❑ ct 0 Z O - = o J Q U 0 CI vo Cr) _ I-- >- m MANHOLE DATA • ",,k . :rte....y: 1- EXSS-2 co RIM: 189.80 IEIN(8"E)= 179.75 k, \-----;,-.-.--1110. m SEWER CONSTRUCTION NOTES IE IN (8"NW)= 179.85 -'"- IE OUT(8"S)= 179.48 '� ; � "- ` :"te rµ . �• � A ' Q 40, INSTALL SANITARY SEWER CLEANOUT. SEE STRUCTURE TABLE FOR RIM AND INVERT INFORMATION. ,.Y .Yv- '' ;.. ',;:-, :: : 1�• At �'i`� i I. o REFER TO DETAIL ON SHEET C702. k , _ is - RIM: 193.55 a f INSTALL 6" PVC D3034 SANITARY SEWER PIPE. _ ' CD IE IN(B"W) = 180.79 iI .,-1 •. ,/� \; - ��;�'t�� ® li- IEOUT(8"SE) - 180.59 :; s •-� rr . - y - . = '' 11 : I 400 INSTALL STANDARD 48" SANITARY SEWER MANHOLE. REFER TO DETAIL ON SHEET 0703. SSCO-W2 '„. - • . ` _ _ <,:iil` «, %- - C �p PROSu.i RIM: 192.15 '' Y' `l STUB 6" SANITARY SEWER SERVICE 5' FROM BUILDING FACE. REFER TO PLUMBING PLAN FOR IE IN(8"N)= 181.68 ✓ �•V ::j �� IN �s`��O 0 4 it'Tar �z :I Z `�C' 0,\GEFS -9 � IE OUT(8'E)= 181.54 :� CONTINUATION. p ��-5131111- 2,u The yi i v. a eie r nv ®e= ' W 65433PE M u�,eu ue .�e' �'.'7 ale a: m 11 a !I a CONNECT PROPOSED SANITARY SEWER PIPE TO EXISTING SANITARY SEWER MANHOLE. SEE >�: - M __;. � MO _ _ �.-�- ,�;�-.:-w-��_ _... Q STRUCTURE TABLE FOR INVERT INFORMATION. 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EXISTING EASEMENT LINE _i 0 Z 0 _,01 AO TYP L c603 1110}0,11,10,40. .. ,,i1 ii, . . . . ,....• • _ • .___ .4 Z LA I _ EXISTING CURB LINE < < il.411 1• ... .1 A \.. 1 * ._ I _ L•'..Ei 4000000000011.11:1"--03,1, 63 _ 1 , finta 0 = H CL - PROPOSED BUILDING FACE • -.do .,. . • . . .. , • • , VIN ---- --... ..... LU . --... ..5._ .., ...,.. ,... . .. „. a \ ti \ .fp \ -rr-i c-1 . - • ...-..... El ..-- or) . 1 .......,.., 1 . : - PROPOSED CURB LINE S Z "-----------7.77, --------------- - PROPOSED STRIPING > \'' 0 CD / ELL ,,•,, .."1.472t../;._ _ coif., r\ 0 o n .,. . .,.-------' -:'-' \ --- 1 '. • k © .. ,.., „ --\ COMMUNITY ,. LLJ d`• - EXISTING CONCRETE SURFACE L1J •" /I - ----- TYPE Ac605 , M i• >- II' <-:-• ' t\fiDO\CI°°\ \\• • • ---_ ----. 1 0 1 i 1 ‘:' LL1 co •-_ \ ... 0_ , .- _ PROPOSED CONCRETE SURFACE I ,..''. i \ , • k i . I -..... ..., ,' r") • .: I I- _-.. ., LL.I --.... 1 ' 1 / :. I Z In - PROPOSED DOMESTIC WATER METER DCDA 1 t IA '.... . C.) 1%2 •11,1-..... Ili .. . .. 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I T --T r 1- l' ': NN t"•:. 01 ET •" i / 1111,11 .4 - .. . ''-'---' -- - NEVInv- . .. .4.***11111Walli 11.. '67 is IPA. .., riAll,„ 1 illili 1 , fr--GARAGE 7 Hc IFfilk±-,. . hh& III I I ; I I TYPE G5 0 - PROPOSED STORM MANHOLE i ..• 1 I it,: :. . 11 I , ii- wan '''' ... . ' mi"milli" .. 111.".."w"1"111112- 'mil - 1111 Ming •'':'''".... 1111111111111.1111M111 .• .. • ''.' : • ' ' '..' .-••. -‘ '''_ ''.--: .IIN ,- -\ , Mill TIMIE. ____ _ NI--‘141111.11=40.1.1111.116E,,... _ IMIIIIIIIMMi.. . '. i 111111111 • r, -r 1111 ..,- - 111 71111MI. . 11.1r-111.1 13 . •-171 PROPOSED SITE LIGHTING . . ' li I pr-mila mi. Lu 1 lil _ PROPOSED TRANSFORMER i--- < r,.. V ;-.,°. 52 111.111#11:.' I 111 / . . \. •o oin •.- . ..40/10! 17, / 1 .) --.01 is-• ... I '4. - --- - - PROPOSED STORM LINE D .4ID P R OF es, b. f i -1 •- on•Ei NI : 1 7 ,,i . NI \ 1119 . . ._ _5/... - - - - 1.....N 11 iiki .....BL II 1 0 .,•i• . - SS PROPOSED SANITARY SEWER LINE 4: 1 I • I 1 0.. . ...• ! f . -I. BLD I, 8 \ 1 tYP: A2 • - ii--- - • _. -- TYP A2 IA_ )•N . ' S,:D. - EXISTING STORM DRAIN UNE '--......„ 6 . u:.1-.!:.i....i...i.••••'11. , 111 a)rlii 1-6c7) ..".. ..I. ' ' . \ M ' I / • • w PROPOSED WATER LINE "11 I--I-• ' ,. \ _=_j 0 .z_mirem_im // / ce° C6O6 01 _ PROPOSED NATURAL GAS SERVICE Ci) r.... i '1'. 11 I-- AC607 1 1 1 0 Mi. MU 1 PROPOSED ELECTRIC SERVICE 1--@ l' .Th-'91 • 1%Li'''. .•'' ' / / : ' / • 1____, BENT N ... .411 I iii_ NI _ . . .. _ _ •_ imp . ....._ . . . . . ., . : ,.. . in • .:. it I,.Itirsv v , '11111111111-- ID MIENTAIIIAPIIII I lb.. • ' _._ '. .1'''. • ' L..- • '.. . .. • .', ' = CA III ' , ,•,.,: =Mk !MOD _l'- IIIIIIIIIII : IIMI. • - PROPOSED DOMESTIC WATER LINE 1 ' • ., M:4 .,.**.-i- 6) 1111 L.--- / _..ti.-- IJJ 654 3PE 1.--- cd '11640,,. .:7i.Y$L:r . ir.1111111110 - ..... 11111111.01 0 0 , - PROPOSED FIRE WATER LINE Lu •ill . .,...'' :'/ ... . 1;1,1110: Ls._ ... ' ''''-"' P1814111111 .....-i.„......wastarzzix _.-. •-.g. _-•,......*.aifflimaimft- x ..1"..A......0.7._ #.-• • --..-'- i- = -=-`iiii% - : 1 ';'i T "JT . • - - EXISTING STORM DRAIN 2 ,..c ....- .,,, • ../. .--.::,4-1, - , . ....-- .4. _____ _._..-__- _ -1-_ _. _ 111 IiiiiiiiiiiimmAiiksiiiiiiiiik 0 416•-M • „.. R• , . . '-'"-"- ..x...J. - -•-•--"v".------• =.7-----r---,..-IIIMIIMI----- IS;V..,16....... \ j 0 GON 0 •:' ' \1.. ...'1""..- - -.--77-1 7=MMO -T ' Mr- J-- -ZMEMNIIIMIIINC*----- .-=----=".=----- ---- --- MMEMMost-.-4Z.'1"-ir- irm-- 2.- , l;;;;NIZATMITANI- ow...____••••••11-- 1Mr- MMINEM'' ' --- ------". ---=-- -- iIILME=ME.MEN=r'maiiaimomw1h- - el- -* ‘'.241at. :- . 4.11 1-i -s%'.-• -.f..r - EXISTING SANITARY SEWER LINE c? , 4 , . CD 1- Y a g `2- 1 N, -....„ -.....---Niim- ill Li '. . 0 (...) L7 .LI. / . its' • or.. ...imptemoup-rimsommmomm....,--...t..,„,--1.04..,, ' 1r-- .........-"-mma"::- a. - --..-...._ - _ - - • -- IVII . .,, ..,,, ... .. .r., ...... ... ...,, -......... ....... .. .... : .. ,, • - EXISTING WATER LINE cr) S ,- - :• _ _ - _ _ ca , , I _ at r‘a..„,4.4.4%0044040001risimmak k/41 S n , . • -, ,_ .. _.- - (.!) ire 0 o /71/1 .'' / -•-7S1.-,qn ...-...-- .L --- --- • . . .. r a cy immoww•---- _. .... _,., _..,,._ . CI EXPIRES:12/31/16 W 1;%4*41:Amte ....---- - ....iikill 1 PI - EXISTING GAS LINE W 1 I - - A " - , W W Y ' ' . .- "' r r -19EAR-Dv&TR-' 1-1) R a STREET - W - W dc., r'-------P----- EXISTING POWER LINE ---; IL. - 1,.... ..,r k ' --- -.:.----------• -• •..-7---....... - ---- 1111...-------' ... r. -...; IFFIEF'•:-F-• -•=rY-,•Wiiiiillogiiraiiii --yirAW:, ----- - ---------- 2 . .. .411" --4.1...-.-47.:---... .-...•••-.7L,,‘-'i- ^•-• ..Z:- '.1.-n CD -C • -(5- _ EXISTING FIRE HYDRANT Z DATE 1 02/05/2016 • D,. ..74,4\N - -\ • n 2 --- ----Er'-.;. 0-1!-LI:•"- FI • -------E -----nl--FD -E- - I,, , Ili E - - -- FO E FO E FO E -" - FFO-- •=== - _ = e _ Ma el,.it: IN, 0 8 - EXISTING WATER VALVE 0 DRAWN I MJZ 43 LI /.1 ,.. I. ...; $ - I - ni 73 FO ----:----__E --------_-_-- ib, _ _ - v DESIGNED I MJZ f4 II "SUMMER C EEK APARTMENTS" -----t , I- , . A:.•• ""---.7'''7.----7-i________ ---____ 0 CHECKED 1 K SR FL t L ..._" : ••,.. 4,...,„:. - . .. :„ , :...7.'Fb 4" ••• • A AZIMICIIIM Aill --". .1=Mig . . . • 1 .' MIMI&.: PROJECT# 1 21509510 .I /. ,f /orill/MM Ct SHEET TITLE : SCALE r40' I- OVERALL WATER 11 °1111,11' z; -2 I •71 (1) SHEET NUMBER - u) Z-'z4 (7) 6,6_ .:, I 40 20 0 40 Z E- ("71 5 ra co & (0 0 C600 -5 ai 0 a_ LE LAND USE# SDR 2015-00004 • z 1(jII ✓ O r RIco J 1.5 cago' O a) o � n X06+ I . .. .,.., .....„,,,„„..„,..„-- „•,,,„:„.„.„- „„..,,,,,,,,.- .,..„...„.„.::::::.•", :,.„,„e.,,.• „„. ..., ,,,,,, ,..., „..„ ,..,..,„ ,. .....,,,,. ,,..,.. ........,.., . „ •• , ..,, . _... .. ..„....,., .,....•.. ,,,...„, ,.... ,,,,.._, - ,. ,... .,... .•..••• : ..„ . ., . .. . . . . •• ......„ . . ....„,,., 1 ...z (/) . ::,-. „,,,,- „ , ,„.......„ ..... . . . 4 •..--",..., 0 _I 3 cL- ` ..: . � r” F - �" :4 � ' '-�� - LEGEND x'" �' r�"'" • / - EXISTING BOUNDARY LINE caN w s:r y� �� _---::::::,•''',5-- 1--- ,...:::::- .-"` r LINE ,,,....2. ---':':::>"r - r: •.....,„0,„- • ��, - - - EXISTING EASEMENT - • 0 '"` :r rtt. ��:: �. -.00°' I - EXISTING CURB LINE ,".r ,• ,..rs r ,w,. •• .,„,,. i ': - �� • r• ` ._ �n. • .„..„,..,....„••....,..„....„.. •�.:•� � �r• PROPOSED BUILDING FACE "-..", :w' „. -,. ., , ....„ • ,,.._ "'" ° •..„,„ / - PROPOSED CURB LIN ...4 0 r..y..•• ,..:,.'i..Y� - el r.eN"d j ;,....- r• \ 1 •. i� / r- Y. -,-_- -- PROPOSED STRIPING :r•sr r ,h . w ,Is�u,r r .„--• �`" / EXISTING CONCRETE SURFACE / ,,..: ••;:j .:::••1---H w M , r,t li 'Cje "` 4.� - '/� / PROPOSED CONCRETE SURFACE a :� F C. % `' m rC t1:4 ,r• r:• r w PROPOSED DOMESTIC WATER METER r. r :r : U w" • � z w. - ,r :• u' r --' • w NO :,._.,:r''` :w'`+ °.� •.7„--- ,.,,....„,...„,..- o PROPj ;MENT SED SANITARY CLEAN v 0 • .. : ^'''' 1 I y .. 14„- r 1 • W ',..04''.........................1111e.''''''1.''''''''. 1.7' jI* 4 \ - PROPOSED STORM CLEAN OUT i - PROPOSED STORM MANHOLE BLDGTY , / PE A3 \ PROPOSED SITE LIGHTING Q d : / 1� I Hm H - PROPOSED TRANSFORMER ,,. © O :vN•„ ` • ' — x -.. �� :: - PROPOSED STORM LINE : • ) ` :+ ' /I I / .. - PROPOSED SANITARY SEWER LINE � Sp EXISTING STORM DRAIN LINE • w - PROPOSED WATER LINE r I ,..-or 1 !,1 _ - PROPOSED NATURAL GAS SERVICE 10Y %400.10 I-1— • '/ 0 11,160* ' E - PROPOSED ELECTRIC SERVICE ,. ” '� ' �,��'� I PROPOSED DOMESTIC WATER LINE r • I I rt *K. O�� PROPOSED FIRE WATER LINE < 0— r '/ • f.• :40104tovii ; _r�`�' w :, - EXISTING STORM DRAIN r . lf-4 ��' I ,---- _,,,..--0." 1 ' % a — EXISTING SANITARY SEWER LINE O — W.:........... ...w-..,..,w,--•-,.._... - EXISTING WATER LINE Et tai ....... _ \ _ • . .6_ ;, / f/ • 1c., Ofairdlli '---- . • ., \ i , i , . . . , . EXISTING GAS LINE >- 0 • �' EXISTING POWER LINE e , 1.. • 0111.\.i....,:"- -4,,,.. . S...,..--- �'� / ' `4 \ - EXISTING FIRE HYDRANT 1:11-P71---ii BLDG TYPE A388 L ../ F i - EXISTING WATER VALVE / ›- : .. ." 411> .11 I I - - I - % . HrLL w 1 \ I \\ * --- : ... .. „ ------"- .: • 7 .. 16 LFO CO1 O • a.! ... fI ■L ° ikit O0 VJ EL • F I 1dia0 0101111H„---'-;"4 7 LF1 \ • r \ • 1 Nik. . �� - R\ri, \ \ y _ �- •51 .F ry-CL 0 . . . :.•:-- • - \ C*? \ --- d e LU = r2Q \\\ \ ' \I \ if .r- II r ,) FW c gim,rej I 1_, , Q i_ U \ 0110,>,..- 1 \ \ \ ... 2 _ ,- ....: 04-„..____, ® tap._____42LFigi �'•,�� + lei � 1 � ® \� 130 LF ® �I'� � tr 0,- a e I \* 1 ® tw, Odiligr 'DCDA , ' s - —•- I m .e.,.. i . :., 1\ I •. • ``f � * .132 LFdi LF I QcvA � O "` 11 1 .34 LF7 — — — '�— � -- _— —... — --] 1 — ll pw 33 LF :. i`a 14, lif _________ -___-_---------_„------- .87 LF ® I ® ® 3 , 87 LF SEE CITY QF TIGARD PFI PLANS \ a """' -' �` / \'''''''<---------------- ' °87 N O-< \ FQR CQNTINUATION M'.. z I 11_:., 4 fooke:' \ • ' - I ,i1 . . p4. ,' w % \ - , , ,.. .0.,.t:...:,... e..%....,:.. I.,:;,•;:, ,,"':''':;":.l.":..-:T:,_,.,..:-:.._.r,.,.....:...,.:_,..i.e,,.4. ,.: ‘,.. •..'::,.: .::,,.,',;• ..:./.7,01fr."..- .#L Oil ,,..._ , 61 _ MATCHLINE - SEE SHEET C604 WA TER NOTES: ...........- ,„,.......A _ „.. „' ' �� . *ill 0 INSTALL 4X4 MJ TEE WITH TWO 4" GATE VALVES :v;,.:;,-- - "�\ �i% ' f INSTALL 6" C900 WATER LINE. MECHANICALLY RESTRAIN ALL . FITTINGS AND JOINTS. { '` " °`" __ \ N+��"' r• ✓�`.- 1'r-j. . ` INSTALL 6"X6" MJ TEE WITH TWO 6" GATE VALVES -v y ' © INSTALL 4" C900 FIRE WATER LINE, 6" x 4" MJ TEE, AND 4" GATE VALVE. w,er <` .. r ;\. Y. %r ! = :ill i co .." '� a r '[_ I i C_ MECHANICALLY RESTRAIN ALL FITTINGS AND JOINTS. DOUBLE CHECK IN .s. • k 1 1 BUILDING, SEE PLUMBING PLANS FOR CONTINUATION. ® INSTALL 1.5" WATER SERVICE WITH TYPE "K" COPPER. REFER `r •F' `11 `' 4"."77.7j-'r i <vy�Q PROF TO 1-1/2" WATER SERVICE DWG NO. 521 ON SHEET C705 ° \, e:y.- .I �S GINE %(-- 1 INSTALL BUILDING MOUNTED FIRE DEPARTMENT CONNECTION. y � � r. �; I Z � � FgO O SEE BI T �.. - �� :::... :: e PLUMBING PLANS FOR CONTINUATION. INSTALL 6" 45` MJ BEND. -- :I H m III r € w 65433PE th © INSTALL REMOTE FIRE DEPARTMENT CONNECTION. ROUTE 4" C900ji„ !I * u w III,., _,_ Al I•.'�L� A, III III �_ 1I FIRE WATER LINE BACK TO BUILDING. MECHANICALLY RESTRAIN row - ` "" �`" ALL FITTINGS AND JOINTS. INSTALL 6" 22.5° MJ BEND. ;} �' • i1. i _ ✓ O GONo 6 ;E' I �e •,•1�• : E 1�_ — -- " — ' K.. rs•. Z y D 9 2� O STUB DOMESTIC WATER LINE 5' FROM FACE OF BUILDING. SEE mm w : Y 4 S o INSTALL 6"X 6" MJ TEE. - o PLUMBING PLANS FOR CONTINUATION. ., �.�• - = 0 P`u o ;,�.z,-.?>?�?.�ao-ua•�:�x��y,4 �x ,�t:�=�,ar�za;�x.. r�:a;:,•s:Tv�..::r:: } } �}xa:��,ax¢:xx.`�,:' r, �,.v„��atw't� �� 0 4:00 '• • t y�;94<qMc ; aszx p} 0 EXPIRES:12/31/16 STUB FIRE WATER LINE 5' FROM FACE OF BUILDING, SEE PLUMBING ;•; PLANS FOR CONTINUATION. . INSTALL 6"X 4" REDUCER AND 4" GATE VALVE KEY MAP Z DATE 10210512016 , • STUB FIRE DEPARTMENT CONNECTION LINE 5' FROM FACE OF O DRAWN 1 MJZT M -oa4 INSTALL 8"X 6" MJ REDUCER BEYOND DCDA. SCALE: NS BUILDING. SEE PLUMBING PLANS FOR CONTINUATION. m u DESIGNED I MJZ N '• INSTALL 4" C900 DOMESTIC WATER LINE WITH 4" GATE VALVE INSTALL 6" X 4" MJ REDUCER BEYOND DCVA. 0 CHECKED I KSR • a) / \ PROJECT# I 21509510 E A . D o n_ ® INSTALL 4"45° MJ BEND. n/ 17) 4 INSTALL PRIVATE FIRE HYDRANT ASSEMBLY, REFER TO FIRE L�.� SHEET TITLE N <0 HYDRAND ASSEMBLY DWG. NO. 542 ON SHEET C705 PLAN f `; -�'--- e INSTALL 4"22.5° MJ BEND. WATERL~! :o INSTALL 4" C900 FIRE WATER LINE,MECHANICALLY RESTRAIN ALL CI) SHEET NUMBER �- 2 ® FITTINGS AND JOINTS. DOUBLE CHECK IN BUILDING, SEE PLUMBING SCALE: 1"-20' Z a - PLANS FOR CONTINUATION. INSTALL 1.5" WATER METER AND 2" DCVA FOR IRRIGATION. N SEE IRRIGATION PLANS FOR CONTINUATION AND DETAIL ��_ 0 C601 c,) -6- SHEET C705 o 45 20 10 0 20 U a_ iL LAND USE# SDR 2015-00004 _" mor _ ww_ mi }. o „mss``: -"W. r: O ?N:)1 Na N.�r< acs+ 03 7::::::...- 11:1 Nom: " r w. � .- - " LEGEND 1 CI- " pp- EXISTING BOUNDARY LINE .,,..+ �,.. : ..........., — — - EXISTING EASEMENT LINE co CNI �� rte- P / .� •� '�- - EXISTING CURB LINE . • : ' PROPOSED BUILDING FACE .,..„,,.„,.. Si '.. � I • .f may,:. :r' w : " h `Y , �`' �f �� idat4 , ``. - PROPOSED CURB LINE Ns iv, N' _ _ - - PROPOSED STRIPING ;w OLL rGf 'ik f r ...Y -..rr „"-`` d /SLP " J�r ,.,........:. .., .,.. .,....._+.-.".:..: r,,« .":.•- ,wr+"' ......,. .N" / '� ,moo , `� «�N VV:,-5-014 �� ...w - *x` - EXISTING CONCRETE SURFACE,„:.,:::10,,, �, y.v `"�,- s ,.....„,..-,-'.,...--• . _' /,..::.,:;`,"*::::;::-::-. . .:�,. •' .1-?-. ..'?- 1-?-.'`'- ...«'w+ 'tel^ w. � � ' - _•.:'" / PROPOSED CONCRETE SURFACE r IP ,w: '' :w` fes ` - - PROPOSED DOMESTIC WATER METER Q W l a " <- -0`"'µ Y r •. ••. �,' ...of 0 PROPOSED SANITARY CLEANOUT p 3_ err PIMMI ....„ ;. l ./ I I PROPOSED FIRE HYDRANT C rt., C7 fes« w='' '` '''' ' - - /� :N :„�• / ' r ._. REMOTE FIRE DEPARTMENT ' - rr PROPOSED _ • 1 / CONNECTION �” `~"w "'" l PROPOSED STORM CATCH BASIN • ate.. f / r _.:......... ..-,,:.; - .„,,,, ..,........,_ "r N ,...3� ' -' � / � "`r`�y . 71 4' ; 0 - PROPOSED STORM CLEAN OUT „--- r _ `s=` -. ,.-'•'" . • -)-- .4..° '•. ' .. • , \\ I— ( - PROPOSED STORM MANHOLE 7 " i w,,." " ,,- `' , .„•''^"''" . •. a / �� 1 W f--{ - PROPOSED SITE LIGHTING -,:.,- "� ,,,.'-'7's v, 11 U) H - PROPOSED TRANSFORMER r : � Ys:.N ' �„ :' . ' �. ?...{4.344.3{....--.,,,,M..,244,,, ...._.mow::.: : - LINE �` ....°1--"''''.-.--.' �� 1 W PROPOSED STORM ......„..„.„ .,..,,....„$ '-r~ (!? 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S • i 1„, . d 11111.1! IIII. .._.7.11.411"1: Ii o t \-454. F` : PGS�2 ,� „ : ...1'�” — 11:8117-- . ....................,. . ;i x ® 40 LF o�' GQ,R G1 .�.. `' - — — — — - - u.. u • ® © • -tr T -i • X' t kn N(p� c ./ ti s T s M ....•.•..•.•. s�sncM'f& .sa ^ h�:�cxc;a K,,\'as s•:tt-Te., :�„...�. ue.<c '�r. d �p LI y .:.-: ` .: ,,,.... 111-4. 1,2 � i1 � l ` Ilh'--7. r cavi'•' 0tm...caec.,w.,w:.R pu-, . /s` Ir - - -- _— H - - - - / ., AT HL1NE - 0. E1H SHET C605 . �� 1 . I KEY MAP N cu WA TER NOTES: SCALE NTS i- CO OINSTALL 6" C900 WATER LINE. MECHANICALLY RESTRAIN ALL * INSTALL PRIVATE FIRE HYDRANT ASSEMBLY. REFER TO FIRE H ,`tc� d PROFEs.c, FITTINGS AND JOINTS. HYDRAND ASSEMBLY DWG. NO. 542 ON SHEET C705 Z ��`� ��GI NES 'O,y o ® INSTALL 1.5" WATER SERVICE WITH TYPE "K" COPPER. REFER W 654 3PE l a © 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 MECHANICALLY RESTRAIN ALL FITTINGS AND JOINTS. DOUBLE CHECK BUILDING, SEE PLUMBING PLANS FOR CONTINUATION. . INSTALL 6"22,5° MJ BEND. ' �G0 GONo. a 1- 1j' o9, z° �' O INSTALL BUILDING MOUNTED FIRE DEPARTMENT CONNECTION. U F`//v S ' <c\- ,„cz, SEE PLUMBING PLANS FOR CONTINUATION. o 6' INSTALL 30 LF OF 1"WATER LINE AND NATURAL GAS LINE FROM UCOMMUNITY BUILDING TO EQUIPMENT ROOM. STUB 5'AWAY FROM EXPIRES:12/31/16 -, O STUB DOMESTIC WATER LINE 5' FROM FACE OF BUILDING. SEE BUILDING. SEE MEP PLANS FOR ADDITIONAL INFORMATION. •� PLUMBING PLANS FOR CONTINUATION, 40 INSTALL 4" 22.5° MJ BEND. z DATE I 02/05/2016 a, Q STUB FIRE WATER LINE 5' FROM FACE OF BUILDING. SEE PLUMBING o g a PLANS FOR CONTINUATION. DRAWN I MJZ o DESIGNED I MJZ t . INSTALL 4" C900 DOMESTIC WATER LINE WITH 4" GATE VALVE N PROJECT. c N 0 CHECKED I 5 R # 1 E ? .I\. D P 21509510 � a -(p13, M. Of SHEET TITLE H WATER PLAN ua .oa Z; .o CO SHEET NUMBER � _ Z �, � SCALE, 1"=2Q' ti- ca — — o C602 ') 6 20 10 0 20 U 0_ it LAND USE# SDR 2015-00004 2 ►n 0 J _ a) O O - cN O Qom .,,r'''''''''.. ,.„ ./- =. --!4 CI- _ s": r.. = - LEGEND \\,,.... .a a�'"4`, .:r`'.fir' 74. . ' oto'" .! 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' .fiIi. 14 LF •• �,� E PROPOSED ELECTRIC SERVICE .z /" — (Oil � O LF o� - PROPOSED DOMESTIC WATER LINE , - / / ' I ' ' .58 PROPOSED FIRE WATER LINE < a. .,,., i ,......, ,._ • , .n.- 4.; 5,..., \. . v �� _ � f i EXISTING STORM DRAIN 0. D ey ,---'' 7 ii• - K' 1 �`�� -0°------ °� EXISTING SANITARY SEWER LINE O ,. q: / / fit LF �( Fw 59 LF `� _ : , BLDG• 1 ' YPE A4 / 15 >` �; -------w-------g---•_ - EX I G E ,, j" STIN WATER LIN f� i-ti ,--= Fw - _ ��__ ,_. .--. EXISTING GAS LINE V x s' j. aYf tO , ; ,\`y „ • a'3 ` O 1� EXISTING POWER LINE CL * . �:.� 3�- • (i) . 1 1 Q � I o EXISTING FIRE HYDRANT CLW TTT 0 •10001.°!1/ vo O O .. e - EXISTING WATER VALVE Z LLJ '°, ,<; • � .177 LF CC wiz. • ` r 1 , ' / '^,`` / CD J z •;i ;} j 1 —I/ 145 LF '`,..„ 130 LF 10 x ^ 0 • } a1 O 1� I .. L.L. _� j• � =4 Oil• 1 /' • -. \ 1 W ii.IJ W • 1 �' o� co 0 Z O ' .---7.- .. . . w ili = —I c9 E�: SEE CITY OF ', .•. _, Q }Y; TIGARD PIP ' �w •22LF k------ „ , Q U C� � ��. •1! 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NO. 542 ON SHEET C705 i , ` 0 Oil 11"l7- � ieu 'if .__._- r ® e 65433PE w © ® INSTALL 4"X4" MJ TEE WITH TWO 4" GATE VALVES I� # �� I �L� �° �� `° .�I INSTALL PERMANENT 2" CONCENTRIC BLOWOFF ASSEMBLY FOR p - _, -�" 711, •� � 0 GON DOMESTIC SERVICE PER DETAIL SHEET XXX. INSTALL 2"TO 1.5" f 14 ,I rti400111 �`O Mil o REDUCER BEYOND BLOWOFF ASSEMBLY. '" ML p-I . ••,+ i.-.�! IIS__.__._.__._ �! �'�Y 09 2. N INSTALL 6"X6" MJ TEE WITH TWO 6" GATE VALVES t i ��` “_ :..,.:,'.. U <'k/ S�- INSTALL 4" C900 FIRE WATER LINE, 6"x 4" MJ TEE, AND 4" GATE VALVE. * -Tv. :u - -� ? .. N S. R�]S O © .in,`,,,,,,,,,,,,, ,,,Itiw',ti, .'y,,,,:\n\F:: ,,,,.3.,U'2;MtiAhft,WT�„:„.il6 ..)\STT...W} .,..,,,,,,,4 ,`..., 2i, O MECHANICALLY RESTRAIN ALL FITTINGS AND JOINTS. DOUBLE CHECK " 0 EXPIRES 12/31/76 f:; t8, BUILDING, SEE PLUMBING PLANS FOR CONTINUATION . INSTALL 1.5" WATER SERVICE WITH TYPE "K"" COPPER. REFER z4 TO 1-112" WATER SERVICE DWG NO. 521 ON SHEET C705 •v INSTALL REMOTE FIRE DEPARTMENT CONNECTION. ROUTE 4" C900 KEY MAP Z DATE 10210512016 • c FIRE WATER LINE BACK TO BUILDING. MECHANICALLY RESTRAIN 16 INSTALL 6" 45° MJ BENb. O DRAWN I MJZ m "0 ALL FITTINGS AND JOINTS. SCALE. NTS ro DESIGNED I MJZ NJ L OSTUB DOMESTIC WATER LINE 5' FROM FACE OF BUILDING. SEE CHECKED 1 KSR RI . INSTALL 6"22.5° MJ BEND. A' \ U PLUMBING PLANS FOR CONTINUATION. a. PROJECT# 121509510 u) a 4011 STUB FIRE WATER LINE 5' FROM FACE OF BUILDING- SEE PLUMBING e INSTALL 8"X 6" MJ REDUCER BEYOND DCDA. ct SHEET TITLE -oPLANS FOR CONTINUATION. Mr N a, F— WATER PLAN (1• _o 0 STUB FIRE DEPARTMENT CONNECTION LINE 5' FROM FACE OF INSTALL 4"45° MJ BEND. ` Cr) SHEET NUMBER ) BUILDING. SEE PLUMBING PLANS FOR CONTINUATION. N e SCALE: 1"=20' Z INSTALL 4"22.5° MJ BEND. O C603 Eiiiiimmo y 10 INSTALL 4" C900 DOMESTIC WATER LINE WITH 4" GATE VALVE .Mi�w� o 6 20 10 0 20 c_) o_ I LAND USE# SDR 2015-00004 a LO LEGEND 8 It " ,0 \ 1 \\ '• % " • co 3 m o co \ \ \\ I : „�� EXISTING BOUNDARY LINE O N 0 1 1 . : , 1 \ 6 - - - ISINE�%'' 2 1 L _ • Lidi I / - EXISTING CURB LINEcr) o 11 _ ..:„-:->...- \ ‘'N �p3 , 1, . ' PROPOSED BUILDING FACEI co m111 0 1— \ , \ ' �` F / Fw o - ` /4/ \ \ / ' , - - PEEEURFACE OPOSECa\ \ \ \/ �L a �f --.-n--'n -• la 7. 4. \ .. ,$-. 0------00"-- o Fv3 O n ^� 1 e �'�� I - PROPOSED CONCRETE SURFACE p� --I DCDA - 0 1 t �yw\ IlL.031111100. acva I WM J "©'° ddit("_--____ � - PROPOSED DOMESTIC WATER METER 0 Qv. — — I d „, _ ,_ , -- --- -- PROPOSED SANITARY CLEANOUT • .1 4 r� .+r . • O o� ` ° `' w PROPOSED FIRE HYDRANT F . '' 4 - PROPOSED REMOTE FIRE DEPARTMENT _ F I' �w m 4•r CONNECTION • • PROPOSED STORM CATCH BASIN A g I�� O \-< '� }i•* } _0� - PROPOSED STORM CLEAN OUT a (% 3 o� 'i MATCHLINE - SEE SHEET C601 . . "' ., �' --7:2: a - PROPOSED STORM MANHOLE a O T L F G :\ ' ,: 4 6-0 - PROPOSED SITE LIGHTING I (7° �\(? - . • ` I l'',.. I a . NI PROPOSED TRANSFORMER o f I I- - - - —i 2 i-.ssy. •1.,:', . N w I Ix �. ,;. .. ...,.. �. - PROPOSED STORM LINE . - --I k �• / - PROPOSED SANITARY SEWER LINE .r- • --:. --1 ,\ I I1I I a • I .. SD EXISTING STORM DRAIN LINE J1 0 • � . . — . . H - - ---H Yt w PROPOSED WATER LINE _ SERVICE PROPOSED NATURAL GAS r n ::_ .H---H-ti o- Tnr v C))— • Ij 4 : E PROPOSED ELECTRIC SERVICE rIW ' r — — — \ x I — — — IA " I - PROPOSED DOMESTIC WATER LINE �n —1 ,+ I - PROPOSED FIRE WATER LINE _ s_ / _' I I / _ 3 I I i (� — — — - I I t"� a}' - EXISTING STORM DRAIN W Z I I ~ I I - - EXISTING SANITARY SEWER LINE L� — — — � Luc? I d I • I ---- - EXISTING WATER LINE oI — I q Q v .- - •-m---•--•--- -- ---mm- - EXISTING GAS LINE I ,-:• I • I—— —A _ --C. .,.,.-,..,.-..E,},..-.^.,,,-.-. x.-..............�..r.,-„-...+,- _ EXISTING POWER LINE • ° i_ J^ -z - - ,: I .1 • I � - EXISTING FIRE HYDRANT < o_ I i 2: :, I— — — —--I . CL D -� - 1'' I E I e - EXISTING WATER VALVE 143 F L _! _ I �.1 • L _ __ -J Lti < o J _ WA TER NOTES: 140 FAO I INSTALL 6” C900 WATER LINE. MECHANICALLY RESTRAIN ALL . INSTALL 4" C900 DOMESTIC WATER LINE WITH 4" GATE VALVE o W — — — --� I O FITTINGS AND JOINTS. ...__ I 35 LF • © 1 , 1_11 Z © i s INSTALL PRIVATE FIRE HYDRANT ASSEMBLY. REFER TO FIRE _ —_ BLDG 7 TYPE Al .:� INSTALL PERMANENT 2" CONCENTRIC BLOWOFF ASSEMBLY FOR HYDRAND ASSEMBLY DWG N0. 542 ON SHEET 0705 44_.. .9.> Y Z ....40 Z © DOMESTIC SERVICE PER DETAIL SHEET XXX. INSTALL 2" TO 1.5" 1�. II . ,t ) ' * : 1 J• ) REDUCER BEYOND BLOWOFF ASSEMBLY. 40 O INSTALL 1.5" WATER SERVICE WITH TYPE 'K" COPPER. REFER r n 0 �{ • k; McF , 4 `? I © INSTALL 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 ~+ / • • !I MECHANICALLY RESTRAIN ALL FITTINGS AND JOINTS. DOUBLE CHECK II Q LLJ Q — BUILDING, SEE PLUMBING PLANS FOR CONTINUATION. • INSTALL fi"45° MJ BEND. J —I ❑ cL r ® ■ Z 1 INSTALL REMOTE FIRE DEPARTMENT CONNECTION. ROUTE 4"C900CI ' I-- - --� Z FIRE WATER LINE BACK TO BUILDING. MECHANICALLY RESTRAIN Q Q Ilt • f w LF �.. I ALL FITTINGS AND JOINTS. w = A' .44 I I . 4STUB DOMESTIC WATER LINE 5' FROM FACE OF BUILDING. SEE a 22 LF . Q Ld '''';‘>'''';'-'l;'• I O © I 1 I PLUMBING PLANS FOR CONTINUATION. o CD U^ I '• , 1 - 1 . Q STUB FIRE WATER LINE 5' FROM FACE OF BUILDING. SEE PLUMBING _ Z PLANS FOR CONTINUATION. 111 20fi L `... 1- - -I I m _ w I E STUB FIRE DEPARTMENT CONNECTION LINE 5' FROM FACE OF r . _ D I- - - _ -I . • O D BUILDING. SEE PLUMBING PLANS FOR CONTINUATION. - I W 0 .. L __ _i ll ,. I I I f W . . Q —— —4.' • Z _ IV 1 I s . 7 ... ... . 1 1 :. . N -� 1141.E — I • : -1 m : I .., i— s• . .,. I I IL 'A.rr�vY 0 �'',- : - , ....to- Q I „Id iri41> LL _■ 7 - - --1. .+was • . .... .•••.:. -,.,,,, - = I r = .✓ '3y. •.ice,., �,q. '�„r. Q 7iit • '43 t,f , .r`.. . GARAGE 5 • I---—— ——I - :�M 3r ::: ;-' . - ��, ` :• , ■� 1 © TYPE G1 1. r 1 I I • } •. _ .� 1 FW FW 15 LF I I• ,.} . . .-.ii' ". 1 - 4 [ .1. 1 1 CO �pP O O I i . i `.J 11 11 I I 1 I . `�s' FFssi I .1 1 . .......1 ni :hauls 1.... -- r1 .: =;1 654 3PE f : ,:- :::',: -+-- ;;.' . '<poi:, ....,:,. , ..., ............ — _ II-,I I 1 4; ' -= wow D w7--- F I A u.iuI in „..2._I I•:®4 1: a -u : •I 2 - -i- I— T 7 --I —I— — T— i 1s. GON rf I I I I I I k I I I I MATCHLINE - SEE SHEET Cf06 l ` . -.41 1 AIR - --._ .1 _ _ ,-,-.. �� os �\, U :Y _ • Rus :a ��-Y+tiC�.++.2k-+Cb+\. +� �'\�,�++:�\h'+r2£+' \k.,, ....n�4h41:t4,Si WiTiG.\ti ti?l+h\1�7i•'i�.�'{}'�." 'h D 2 S h C> % � w,_:: ,_ ❑ EXPIRES. 12/31/16 KEY MAP Z DATE 102/05/2016 76SCALE: NTS a DRAWN I MJZ as DESIGNED I MJZ c r N CHECKED IKSR c t .` D PROJECT# 121509510 v 03 SHEET rt Mr W i- WATER PLAN 0 o V, SHEET NUMBER N W3 SCALE: 1"=20' Z o C604 CO ti- o .. 20 10 0 20 U LAND USE# SDR 2015-00004 • 1Q0 - ✓ l N. QD J• N C OS O Cr) O Ci) 2 ti CQO) C L � J ( � LEGEND MATCHLINE - SEE SHEET C602 u' 0 : 0 • __ __ - EXISTING BOUNDARY LINE o EXISTING EASEMENT LINE 0 p �/' -� 1 , _ _ EXISTING CURB LINE • U __ / - - PROPOSED BUILDING FACE . I— W ,•„ k / - BBQ,. ::1' — - - PROPOSED CURB LINE w , L w - .- - PROPOSED STRIPING . a f P.• Cf)(_� ;// I ,f - EXISTING CONCRETE SURFACE • 1 . 1 c, •cf- lik LCIel\ • �' - PROPOSED CONCRETE SURFACE • • O CO �'w I Is /'' . ; . N I I I MI - PROPOSED DOMESTIC WATER METER t . Q W ZW• � �m _ 1 s J �� .^ = 0 PROPOSED SANITARY CLEANOUT O o / C1-i1 I T � � 2 a • / I x , ‘ , r I Q' r j If ! . / .: ti - PROPOSED FIRE HYDRANT x C7 L.L., • Q •/ �� 1 LE1-- i e 4 DEPARTMENT 2 i I• . CONNECTIONOEMOTE FIRE �' w Z „ - PROPOSED STORM CATCH BASIN VY — .� �• • — COMMUNITY - - PROPOSED STORM CLEAN OUT BLDG 6 TYPE A4 i i ¢ O PROPOSED STORM MANHOLE - BUILDING1 - PROPOSED SITE LIGHTING • Ir • - PROPOSED TRANSFORMER I— '` PROPOSED STORM LINE � "i I .;cxa.:x.........u•;c.sa;a:::;:.;:::.:v....t„ tiaa:;o:. - 7 ' ' I • ti L W �--- , - PROPOSED SANITARY SEWER LINE w +I � SD EXISTING STORM DRAIN LINE LJJ `� `i ` w - PROPOSED WATER LINE / EL O Q ---�-- G - PROPOSED NATURAL GAS SERVICE r..� Iil Fl. __ __ __ . .:, . , �. PROPOSED ELECTRIC SERVICE J t — .. —_ - ' rte— _. o'aope^e?r • - U •- = = © - e = I I I 1=,©1 QT'= © = = e = o = o o e PROPOSED DOMESTIC WATER LINE • 32 LF 4 I — - PROPOSED FIRE WATER LINE < 1..� w > 'v;#�� w• - ! E- EWERLINE 62LF 71 = 36LF© i V I� OO — L - - L - _I - _I - - - - J- - - t 203LF / I �_4_ _O .�--v------w,..,•:,- --- - INE I''� w 74 LF „_..w.. ,;,,._._....-----,:,,r.,_.�....:,., - EXISTING GAS LINE >" 0 FW FW FW FW ' W ® Fl . FW - FW FW FW FW FW FW - nn// :..,.... , Dw DW DW OW =: ---.; :---------------....::........ - EXISTING POWER LINE LL 4 F y�� LJJ --. 38 LF • Z z © EXISTING FIRE HYDRANT W w., f . ....................... 429 LF ................... W.... _� w L,. , _,_,,,., (F.:-. „ hyo g EXISTING WATER VALVE �L T r �A r. 0 r Q 'H ` / GARAGE 7 � Q Z \\\141 • Q TYPE G5 HC z r O .-.. ,. .. . / 1. :••; . I J w !s x^ F a ,A . a EL Cs Z ® < • — h O ,1 :: —rL — 1 11— "ND'Ill' ik FE 11 . . 1 Eli w = J . ir . .. . 1 I o :: cn i ,1 .,. •i .:, • 13LF © O OO11 . . _ ��• .- o CD 1 . . .. , [ .' r 1 ., _ m T .'•, BLDG9T'YPEA2 I � _ - - � . . .. 1 [ : 1 i - - - o ` ii , . 1L _ iJ . o 1101 LLJo r,.„,.,..,.,:,c, ,...,. ......,:;;O'f.::::"..1•••:.....:,:.,...,:•1:i•:...:•:.:',.....„..,•:.. . .'::•'.:.'..:'1.::...0.'''...:1:-:f . ' A\ 0 LLJ 0._., ;,k,,j. „•-'.:.',:-.'.-...L.-.':-. --,_,,,,iiiik _ , v A ,.._1.1. ) i .Lf-d.:; !..-:•:-.....-----:;-.• ";.-,...,-,:'°-,.--':-..10.4rAlli '''' (i I. „i-: ri i /- i.....s'A k.:,:•;-1'!:•,::::. %:,..--,- '- -,,,,,,,,:,...iiii; \ ......„4,0 _ :Ili. ., _. .., ,,: in ,I, ..' :',.::::: ;:•'.:':...:::-..:;`::::'.?': .:-----iit:i - 10.- i ii. 4 k i . . ,''' 1 u) WA TER N 0 TES: _.: w, �- Y ..:. ,'..� k :I i - . , INSTALL 6" C900 WATER LINE. MECHANICALLY RESTRAIN ALL STUB DOMESTIC WATER LINE 5' FROM FACE OF BUILDING. SEE0_ :,„. v f - i Elk 1 11 ' 1 Z �� NGINEFR Oy9oOFITTINGS AND JOINTS. O PLUMBING PLANS FOR CONTINUATION. t< . • ' . ij.i011144-] : u: :u ul r "� 1 Q 65433PE CO -�. W r . CE a : 1 0 MOM m 4 .� 1.:moi: i:. T u :u m e INSTALL PERMANENT 2" CONCENTRIC BLOWOFF ASSEMBLY FOR Q 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. •.,) OWr vet GON •. IO ,: D d REDUCER BEYOND BLOWOFF ASSEMBLY. 1�1, - '�`" '�� '�F �Y pg 2 \\' . :r. Ali_imm ., STUB FIRE DEPARTMENT CONNECTION LINE 5' FROM FACE OF - �� '11141U //�/ S u rn INSTALL 4" C900 FIRE WATER LINE, 6" x 4" MJ TEE, AND 4" GATE VALVE. O R o © BUILDING- SEE PLUMBING PLANS FOR CONTINUATION. 0 MECHANICALLY RESTRAIN ALL FITTINGS AND JOINTS. DOUBLE CHECK IN 0 ? ., .0.4....:: ..,:,.,-,:.0 s. -m•;,;: ❑ EXPIRES: 12!31/16 BUILDING, SEE PLUMBING PLANS FOR CONTINUATION. * INSTALL PRIVATE FIRE HYDRANT ASSEMBLY. REFER TO FIRE i, ik I 1 3. INSTALL BUILDING MOUNTED FIRE DEPARTMENT CONNECTION. HYDRAND ASSEMBLY DWG. NO. 542 ON SHEET C705 KEY MAP Z DATE 10210512016 0SEE PLUMBING PLANS FOR CONTINUATION. i•-6 .. ® INSTALL 1.5 WATER SERVICE WITH TYPE "K" COPPER. REFER SCALE: NTS O DRAWN 1 MJZ TO 1-1/2" WATER SERVICE DWG NO. 521 ON SHEET C705 N o© 4 INSTALL REMOTE FIRE DEPARTMENT CONNECTION. ROUTE 4" C900 I' DESIGNED I MJZ N FIRE WATER LINE BACK TO BUILDING. MECHANICALLY RESTRAIN INSTALL 30 LF OF 1" WATER LINE AND NATURAL GAS LINE FROM / r 1 CHECKED I KSR • E ALL FITTINGS AND JOINTS. COMMUNITY BUILDING TO EQUIPMENT ROOM. STUB 5'AWAY FROM .` PROJECT# 1 21509510 m a O INSTALL 6" MJ GATE VALVE BUILDING. SEE MEP PLANS FOR ADDITIONAL INFORMATION. :r CO VP �/ SHEET TITLE -0 c.i cu HWATER PLANn (i _a C!) SHEET NUMBER : SCALE: 1"=20' Z g Ssi 111 Imo 0 C605 i5 a) 20 10 0 20 U a ij LAND USE# SDR 2015-00004 2 inc, A. o *j Cil � O ON G i1) 2 ti (sQrn JO LEGEND cn 0 .,,` ..._, - EXISTING BOUNDARY LINE ti - - EXISTING EASEMENT LINE a - EXISTING CURB LINE MATCHLINE - SEE SHEET C604 - PROPOSED BUILDING FACEr ......, ,, ..,„ .,..j. _ Q _ill _ PROPOSED CURB LINE �" I I I - Wm -a PROPOSED STRIPING -- — — - EXISTING CONCRETE SURFACE FW I I 3 O • \ r —_ _ I. PROPOSED CONCRETE SURFACE r Io�� U +: '��ooip ,. �� ! �� I PROPOSED DOMESTIC WATER METER Z W Q Z " -D i^ UJ © �— — C - PROPOSED SANITARY CLEANOUT ,- x Oih T �— T 7 —1 � T � I � o x I I I I I I I I I I IIlc - PROPOSED FIRE HYDRANT �o,� I I CA�PORTI I I I I I - PROPOSED REMOTE FIRE DEPARTMENT w I I I I I I I I I All (/) - , . .L.J. I.— 1e� . , L.1 J © o . . CONNECTION I }` � - •O••O° I - PROPOSED STORM CATCH BASIN Z I >•. - PROPOSED STORM CLEAN OUT _I I , fir• - 1111O - PROPOSED STORM MANHOLE I .0 - PROPOSED SITE LIGHTING - - I I I Q Q O H - PROPOSED TRANSFORMER I DI I PROPOSED STORM LINE Z 1 r I - PROPOSED SANITARY SEWER LINE LLI _ _ BLDG 10 TYPE A2 ! SD - EXISTING STORM DRAIN LINE fiw - PROPOSED WATER LINE T ---`- G - PROPOSED NATURAL GAS SERVICE 1:- 11 I i• ` i � E - PROPOSED ELECTRIC SERVICE 112t= - — PROPOSED DOMESTIC WATER LINE a f: O I - PROPOSED FIRE WATER LINE < 11 - — l� I ....----...� a. ......,.M.....13.- ..-._..- - EXISTING STORM DRAIN 0. D "`k i., -,,,1 V ••••••'•+•••�•••�•��:> �� - EXISTING SANITARY SEWER LINE LL 11 "T' l �I / - M� - EXISTING WATER LINE s x .?.I u •• • A ,� � I ....................�_.._.._ e;...............:_.-. - EXISTING GAS LINE I - EXISTING POWER LINE CLL.L ............••• ww EXISTING FIRE HYDRANT r:t 4 W — g EXISTING WATER VALVE a H - ° Z ` • `• i i Rf O 1.1: < 1.1.1 `, L Ct " e' ,i V: \` =Ql j'jfi F ,,,,...\\! 1 . •d it .•. { a l . 1 / al a p MEM 7 -V-77-176–:.....:.h, ....,,, ' ''"'.:....................:.._ ;:.-..---. . \\.\.;,..1. ,•2. CO I I— :r: 'a. :'l g i• ;' fix,•* co I. a 0 . __...ov.,:r.:57!''.'..::.....•:1;:3.:--:-.;-' - •ik ,'..-410'''. Lu ii ,, ;fes'' m~;:1"' ....._*,.;.40,,,, r iii J WA TER N 0 TES. r . - ''''5.:-,...--.1::-:::. 1‘.:..1. - ,-* \• ,: :::-."';` gpir., ?:,.,:,.0 . Z. i'm :i;1 ..., 3 INSTALL BUILDING MOUNTED FIRE DEPARTMENT CONNECTION.(0 .{,e ;*-::- -,..›...-:- .:::...--..-` :,:..; ---* OK '; ';'') - 111 :II 1 ; _t'" :40, _ i �' ®:�I � Ifo 1' �I� V J D PRO Fes SEE PLUMBING PLANS FOR CONTINUATION. -:-.0. :-•~ � if' ' <p;J I 1 '��I F�`� tSjSEs } ,� �� I Z Q�� okG4NE6, 44, m o O STUB DOMESTIC WATER LINE 5' FROM FACE OF BUILDING. SEE1 . 1 iii iii iij � - r 4-011111'670 E ; w 654 3PE PLUMBING PLANS FOR CONTINUATION. • �r i ��..�� wit. ,�_ I_.•a�; �: a eu II 1 0 FIRE WATER LINE 5' FROM FACE OF BUILDING. SEE PLUMBING •• j), ; .'- STUB ✓ 0 GON Ci PLANS FOR CONTINUATION. `, -k R $h . _ - II W.4 •!F ""'. �efr • 1 ' 5(\. 3 _' O S srx: ,. Hf,,,,,,z,:,,,,, ux� m,.;. ti»: >,.: �,„ • EXPIRES: 12/31/16 7 KEY MAP Z DATE 102/05/2016 SCALE: NTS O DRAWN I MJZ DESIGNED I MJZ N 0 r , CHECKED IKSR Q PROJECT# 121509510 ,ten Q SHEET TITLE — WATER PLAN a, c, .2 CO SHEET NUMBER N 2SCALE: 1"=20' Z as aN o C606 . &o ci) 20 10 0 20 LAND USE# SDR 2015-00004 2 ILno � O ON 4 C O 03 C c J a LEGEND 0 - EXISTING BOUNDARY LINE u) MATCHLINE – SEE SHEET C6O3 — — - EXISTING EASEMENT LINE / - EXISTING CURB LINE 0 1 �I I— _ NIMIN I —/ 27:7<s/A -..\\:, - PROPOSED BUILDING FACE Ir — • - - PROPOSED CURB LINE -4 I .. ., ti , a d i L– – – – – —I -PROPOSED STRIPING t. v. .,...>_ 0 1 I Fs' � EXISTING CONCRETE SURFACE , 1; , .;da o o 4 .. ... . . .: . I— t - PROPOSED CONCRETE SURFACE (it (* .,, , \ . . . . . I m ti W - - PROPOSED DOMESTIC WATER METER z W (-61,i I // I I 1 CARF)ORT 4 1 I I I I I I Cn E~ " : 1 I 1 1 I 1 I I I 1 I w a - PROPOSED SANITARY CLEANOUT 11 O r i•` , "I I 1 I 1 I I I J 1 I 1 PROPOSED FIRE HYDRANT a c7 'a • J ► o a � � J, PROPOSED REMOTE FIRE DEPARTMENT f 1 ., . _ _ Z CONNECTION ` ' I a • r -- _ , _ , _ _ ,,, .1, J - PROPOSED STORM CATCH BASIN l 1 �;r 1 + C U - PROPOSED STORM CLEAN OUT . II 1 € { , j: f ,A V 0-4‘. �� 54 LFQ Q OPROPOSED STORM MANHOLE d D r nfCC s C i , I i--f - PROPOSED SITE LIGHTING V J m < s I oE BI - PROPOSED TRANSFORMER s . 1 . : . Q # : I 1. x > ,..-.......AW10.A:. w }M.-.._....A - PROPOSED STORM LINE I m v I € �� m BLDG 8 - PROPOSED SANITARY SEWER LINE I r 1 4 TYPE PE A6 SD - EXISTING STORM DRAIN LINE ! I .�� < PROPOSED WATER LINE 2 f G . . - PROPOSED NATURAL GAS SERVICE • �. ii . 1 . — K —F E - PROPOSED ELECTRIC SERVICE CL } - PROPOSED DOMESTIC WATER LINE • ff 1� �� - PROPOSED FIRE WATER LINE < 0- -17.f\ 11:!';'1 I •01 I , w ti - . . ay# ..... �.m. - EXISTING STORM DRAIN 0. p., , „„:. : .:! / .• •• j r *TO LI, ,. • Yx; :;r......... - EXISTING SANITARY SEWER LINE < kJ ? + �� > a �I '. ' _---__-_w •O,..-- - EXISTING WATER LINE Et I i.i,"'.f..::,1ffY•:1,.t1:f. �♦ _r__-77, ,,r , EXISTING GAS LINE r2• .;..(.:::'* \\ i..-.:-.'.:' •I.P*_,:,.„; ° • ' � ;". ,� � `� y _ 1 I _ :A - EXISTING POWER LINE • ›r119:..1 ,: ` ' ,' ` '-x,. EXISTING FIRE HYDRANT W �,� 2-7V 9 - EXISTING WATER VALVE Z o � : v t' .. . .f.. .-�;..,..._.." -.. .�.0 ya ,�i��iu�rvmd,:,.:.y+r•-.w,w,„aw,.:_ ,.�:a...,... �..r — _ :.r..,r:. 2/: :ff,�: , 1-43 / \ / \ 7 (1 0 I 55 LL CI Z 0 r C I ill ji W < CI •l : 4:-.:0. -.--- •••— -• _ mwv ww r,w � .mre+m�wwrww�w.v.v. �r.n,v, 1 ! f;', .,.....-::::::.::::=.=:.1::.1::::;.:.::: ::.=.1..'..a p .a �•.,,..,r.. 4 •).. , .. 0 < • v.Ay..r.,r.w,wwr.,..,w,..7r.rw.r.r,.w. w.v.r...r,- -.. ............ ` i sj: w . .... - .,. . 2/ ' o w ..................... o C1) i f— k� r m 17. .. .: • •s r .2/-. . ; f ,E: N WA TER NOTES: r ,..p< , -,:i„.,,,-.,.„...i•, ;7:-..;-::......,:::::::-.-:---- 400 . ,....,----- . $- 40 INSTALL REMOTE FIRE DEPARTMENT CONNECTION. ROUTE 4” C900 0Y°°" ;: =%" `� r �` i © I r FIRE WATER LINE BACK TO BUILDING. MECHANICALLY RESTRAIN ,:' ,'-'. :;..›.--:;-,•:-..i0" \' �' '_"% •i �� ' iii° Q� — il, ALL FITTINGS AND JOINTS. ; • 4110, STUB DOMESTIC WATER LINE 5' FROM FACE OF BUILDING. SEE ' #s '_ i . ..`..*- I' t :: P 1, r. ►i - 1t :I: PLUMBING PLANS FOR CONTINUATION. s '` - ' 00, 4/'7'' ® 1- �I i (n i') 11> STUB FIRE WATER LINE 5' FROM FACE OF BUILDING. SEE PLUMBING ; YRµ �,� ' ' ^� 1I. �pPROFPLANS FOR CONTINUATION. ` „, • T I ' .I <c- ESS • V .,, �� •1 :;II Z �,� ,,NG4NEF9 O,. m • STUB FIRE DEPARTMENT CONNECTION LINE 5' FROM FACE OF III I y . 11® i 1 i " •1� ui - ' - rt. 1 W 654 3PE -9:„. BUILDING. SEE PLUMBING PLANS FOR CONTINUATION. w �' d mow m I I1 _ _ I:.•1=111 4: 11 !II 1 II 11 imai 4; l E IF.• X11 at D , ', ` cls- .■. . ._ .1 ..1 L.—..1.1111.1-....11111111t------ m ..•.,. 09 o U z zb. ,w � wh :� kry _ ... ;" wwTy m : a _ ? ��as) •• EXPIRES: 12f31/16 KEY MAP Z DATE 102/05/2016 L � SCALE: NTS o DRAWN I MJZ DESIGNED I MJZ C t N in CHECKED I KSR - ,- N 0 E I\ D PROJECT# 121509510 o a ‘. �'�/ N IZ SHEET TITLE co .E3) I- WAPLAN :o C/) SHEET NUMBER ,73 N SCALE: 1"=201 Z 0 C607 ., � � 20 is o zo U E LAND USE# SDR 2015-00004 NOTES` CURB TO END AT Oin POOL, POOL DECK, SPA, BARBEQUE AND FENCE APPURTENANCES TO TOP OF RAMP 0 Lo 71. N raD 1. RAMP TO BE 1:12 SLOPE MAX. V * ti co BE DESIGNED AND INSTALLED BY POOL CONTRACTOR. J C ct 2. RAMPS TO BE CONSTRUCTED MEDIUM BROOM PERPENDICULAR .. E' cp ° c-.1 POOL INSTALLATION REQUIREMENTS, SUBCONTRACTOR SHALL DESIGN AND INSTALL SEPARATELY, AND ISOLATED BY DEEP KNIFE JOINT 4 TO PEDESTRIAN TRAVEL o °� ti THE POOL AS INDICATED BELOW, EXPANSION JOINT MATERIAL. p O : o A. 75' LONG BY 30' WIDE. PER PLAN . . = - }B. a� � B. DEPTH TO RANGE FROM 3' TO 6'. - • ► '• , ' •• ".: • - =I CD 0 T re C. TWO (2) 12" X 12" MAIN DRAINS WITH HYDROSTATIC RELIEF VALVE AND VGB ACT 4. . . i*... i N �:. PER." :,1 1z d .. a APPROVED DRAIN COVERS. •" .�Q�• e` • - '~`�� .a' • . •r. • PLAN 4 fes. •1 D. SIX (6) SURFACE SKIMMERS. .d '� TRUNCATED DOMES PER DETAIL BELOW E. TWELVE (12) RETURNS WITH VACUUM LINE. '� " _ °o°o°o°o°o°o.o°a� .. � N F. TWO (2) ENTRY STEPS SHALL BE LOCATED AT THE SHALLOW END OF THE POOL. , : ° a A e v' . � 0000000000°0 0. ~ G. POOL CONSTRUCTION TO CONSIST OF 3000 PSI, OR GREATER, SHOTCRETE WITH #4 0'0°0°o°0°O°O°o 4 • �e d e 4 a REBAR REINFORCING. • n•0 0 0 0 0 0 0 0 0 0 - ° O O O O O O O O A P O - • 4 Q "3 O O O O O O A O O A - PER PER _ PER o a a a o 0 0 0 0 o . , e PLAN F ` PLAN PLAN O H POOL TO INCLUDE TWO (2) COATS OF HYDRAZZO FOR THE INTERIOR SURFACE, °o°o°°°o°o°o°°°o°A°°•• " COLOR 70 BE 'GULF STREAM BLUE' 6.?°°°°0°0g0000000g00°0•. MEDIJM BROOM PERPENDICULAR I. POOL COPING TO BE QUARTZITE 12" X 12"TILE - BVQCP9001, INCLUDING EXPANSION DEEP KNIFE JOINT TO PEDESTRIAN TRAVEL JOINT. J. POOL SPLASH AND TILE ON TOP OF ENTRY STEPS TO BE TRAVERTINO 3"X 3" BLENDblik. A.,,, TILE - BTV-3BLEND. K. AUTOMATIC WATER FILL SYSTEM. • . .• . -� • , . -. L ALL NECESSARY PIPING AND FITTINGS SCHEDULE 40 NSF APPROVED. • -.$ . ' ' " M. OVERFLOW SYSTEM CORNER INLINE A.D.A. RAMP DETAIL ---� • a N. LIFE SAVER, HOOK, POLE, BRUSH, NET AND TEST KIT. a O. TILE DEPTH MARKERS INSIDE AND OUTSIDE THE POOL SCALE: NOT TO SCALE PER �ER z 9'`° fi" CURB EXPOSURE Z P. COMMERCIAL CHLORINE FEEDER AND 80 LBS OF 3" START UP CHLORINE TABLETS. PLAN PLAN TRUNCATED DOMES PER DETAIL BELOW , H Q. LIFETIME WARRANTY ON POOL SHELL (GUNITE/SHOTCRETE), Iu oO w O ��r R. EIGHT (8) HAYWARD LED COLOR LOGIC POOL LIGHTS IN THE POOL SURFACE. •7 a C] a S. (4) DECK JETS IN THE CONCRETE PATIO AT THEE SHALLOW END OF THE POOL. f., , � - ADA RAMP GENERAL NOTES- T. TWO (2) COMPUTER ANALYSES FOR POOL WATER (ONE PER MONTH). TOP OF WALL GRADE ,, CMU LANDSCAPE WALL TRANSITIONS BETWEEN RAMPS AND WALKS, GUTTERS, OR VEHICULAR WAYS SPA INSTALLATION REQUIREMENTS, SUBCONTRACTOR SHALL DESIGN AND INSTALL THE ' r SHALL BE FLUSH AND FREE OF ABRUPT CHANGES IN HEIGHT. MAXIMUM SPA AS INDICATED BELOW ; �mu SLOPES OF ADJOINING GUTTERS AND ROAD SURFACE IMMEDIATELY ADJACENT 9r'i TO THE CURB RAMP OR ACCESSIBLE ROUTE SHALL NOT EXCEED 5% SLOPE. Ir*!RIm. BOTTOM OF WALL GRADE A. ROUND WITH A 101-0- DIAMETER. Sli:t!MM B. 3' DEEP WITH INTEGRATED STEPS AND SEATING. GRANULAR AGGREGATE FILL 11!ila 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 9,4 �.. �''� A.D.A. 1N-LINE DROP RAMP DETAIL (f APPROVED DRAIN COVERS. �,�� D. ONE (1) SURFACE SKIMMER, . ... 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. w 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 SCALE6"P.C. CONCRETE(3,000 PSI MIN) K. COMMERCIAL CHLORINE FEEDER AND 50 LBS OF 1" START UP CHLORINE #4 BAR @ 12"O.0 I TABLETS. a a° d 4"COMPACTED 3/4"-0"AGGREGATE BASE .. .• .�r .• g .+" Ct BARBECUE ISLAND INSTALLATION REQUIREMENTS SUBCONTRACTOR SHALL DESIGN ��g�� < 0- AND INSTALL THE BARBEQUE AS INDICATED BELOW, ? N •y►• �`� �•�•�• Orte.- ;" ti: r 1. INCLUDE BBQ ISLAND MEASURING 10'6" BY 36" WIDE - O © O © © © 0 0O O a I .\� \!`\\+\''!r\ �"' - © © o © © c� © ® ® © * ,\ SUBGRADE MATERIAL p.,,2. EXTERIOR CULTURED STONE (SEALED) 0 0 0 © 0 © © © © © 0 3. QUARTZITE COUNTERTOP IN 3X3" TILE (SEALED) - GARAGE DOOR cn © © © © © © 0 0 4. TWO UNDER COUNTER UTILITY DOORS IN STAINLESS STEEL w 0 © 0 © © © o © © © ® ---(----) TRASH ENCLOSURE PAVEMENT SECTION (� 5. TWO 38" BULL BRAHMA STAINLESS STEEL BUILT-IN GAS BARBECUE GRILL, COMES a @@@@ © @C) 0000 REFER TO GEOTECHNICAL REPORT FOR SUBGRADE STANDARD WITH 5 CAST STAINLESS STEEL BURNERS, DUAL LINED HOOD GARAGE FINISH FLOOR - r 6" 2„ © © 0 0000 © © © ®> 0000@0000420 �� PREPARATION AND COMPACTION REQUIREMENTS v I' ROTISSERIE KIT, WARMING RACK, BUILT IN LIGHTS, AND PUSH TO TURN IGNITION _ I ASPHALT 0 0 0 0 0 0 0 0 0 © ® 0•g_ Et C O 0 © ® O ® © © O O o 3.0"ASPHALT CONCRETE(2- 1.5"LIFTS) POOL FENCE ONLY, SUBCONTRACTOR SHALL DESIGN AND INSTALL THE POOL FENCE AS r VARIESCt W \ N [ - -I TRUNCATED DOME 4.0"COMPACTED 3/4"-0"AGGREGATE BASE Z INDICATED BELOW GARBAGE ENT NCE ELEVATION DETAIL ��SNOM�: w a d 1•.r•i• i•�•�• d RAMP TEXTURE PATTERN 12" CEMENT AMENDED SUBGRADE 6. INCLUDE FORTRESS IRON ZINC GALVANIZED TRIPLE POWDER COATED FENCE IN DETAIL w TITAN COMMERCIAL FENCE SYSTEM, WITH DOUBLE FLAT TOP. 1. ARRANGE DOMES USING IN-LINE-PATTERN AS SHOWN IN ./.., -f' %" -`• r n Q 0 -� DETAIL. COLOR OF TEXTURE TO BE SAFETY YELLOW. ASPHALT TYPICAL SECTION V ' 0_ 0 2' GARAGE ENTRANCE DRAINAGE LIPREFER TO GEOTECHNICAL REPORT FOR SUBGRADE 0 W 2. PLACE MATERIAL ON CONCRETE/ASPHALT PAVEMENT THAT SCALE: NOT TO SCALE HAS CURED ACCORDING TO THE MANUFACTURER'S - PREPARATION AND COMPACTION REQUIREMENTS RECOMMENDATION. DO NOT APPLY CURING COMPOUNDS Ci) Z 0 TO THE AREAS THAT ARE TO BE TREATED WITH 0 Q TRUNCATED DOMES. QI -I CI H 401 J Q DETECTABLE WARNING TEXTURE DETAIL W 0 0 NOT TO SCALE 0 W I I- NOT TO SCALE m I J I ' #4 REBAR - ,O; 'I G" �_, . VARIES 5" �r -'I [ - - CURB JOINT i O`. ;t3' 2" OF 3/4"-0 COMPACTED (, . .; {SEE NOTE 4) '-4 i -2% SLOPE BASE ROCK 2„ , 1' rr I-1-.4-- � . • . . / AVEM IVT .„77 !� 4'� " � • �3"� n.+'�. 10" fi � ASPHALT FLOW THROUGH BUMPER SEE NOTE 5 SECTION A-A SUBGRADE KNOCKOUT. LANDSCAPE PAVEMENT p s�iyiiii A NOTES: ISLAND CURB-----... • 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH / OF 3000 P.S.I. AT 28 DAYS a 2. PANELS TO BE 5 FEET LONG. 2 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY 1111111111111% APPROACHES, UTILITY VAULTS, WHEELCHAIR RAMPS, AND AT ci z SPACING NOT TO EXCEED 45 FEET. A 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 _ < 1 +� IS INTENDED AS A PORTION OF A DRIVEWAY. OTHERWISE LANDSCAPE Cn 4PR0 '� SIDEWALK SHALL HAVE A MIN. THICKNESS OF 4 INCHES. �a �,,4 Fest, 1. CONCRETE SHALL BE 3,000 psi. 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF Z ,1/4, <,�GINEFR /029 f 2. DOWEL INTO PAVEMENT WITH 24" #4 REBAR. 1, SIDEWALK WITH 3" DIA. PLASTIC PIPE AT 2 % SLOPE. 0' w 654 3PE 3. EPDXY BUMPER STOP IN PLACE. / CONTRACTION JOINT TO BE PLACED OVER PIPE. T 7. FINISH WITH BROOM AND EDGE ALL JOINTS.LLJ 0 GUN PRECAST CONCRETE WHEEL STOP CURB (TYP) D ,zG Y NOT TO SCALE STANDARD SIDEWALK DETAIL 0 if-Ffr S. uss (c�. NOT TO SCALE 0 c_.) ASPHALT ISLAND FLOW-THROUGH KNOCKOUT ❑ EXPIRES: 12/31/16 NOT TO SCALE Z DATE 102105/2016 STS m .2) 0 DRAWN IMJZ u DESIGNED I MJZ C _c N y r , CHECKED I KSR V a cg D PROJECT# 121509510 ro co cp W SHEET TITLE CV cp gI- DETAILS cu LO -0 H CO SHEET NUMBER Z 00700 _cl 6.i U 0_ 6: LAND USE# SDR 2015-00004 L-10" 10" A U) O - 0 N—It N- (O CO _ CY) _ D BUILDING FACE o a 5 N 8" A i.. ..,•,i,,.ii„ i•iir•/iii, O u) m 5/8” 4" E BUILDING MOUNTED A.D.A. RAMP WINGS ° PARKING SIGN. SEE DETAIL �� c . 1 1 i S ON THIS SHEET. ==0 RESERVED _ G } Ico t 24" - s � -- ..� H I I / I I } (13 I 3.0`J PARKING \ / s" . K } PER � � 1 PLAN 4" 1MDE WHITE STRIPES © 0 t OC. AT 36 DEGREES ....:0 • 24" R3-2 N. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICE # R1-1 24 X 24 ' f f NOTE: F H LEGEND: WHITE (REFLECTIVE) TYPICAL A.D.A. PARKING BACKGROUND: RED (REFLECTIVE) 1. SIGN BACKS SHALL BE PAINTED BLACK 9' ad SYMBOL. SEE DETAIL ON d TYPICAL STOP SIGN DETAIL "NO LEFT TURN" SIGN THIS SHEET. Q W I PER PLAN z w NOT TO SCALE NOT TO SCALE Ti V(6' MIN STANDARD, Q 2 J $OR MIN FOR VAN ACCESSIBLE)WHEELCHAIR O r� a xac) J NOTE: CONSTRUCT/INSTALL FACILITIES IN LACCORDANCE WITH ANSI 117.1-03 SECTION 502 MONOLITHIC CURB AND T TYPICAL A.D.A. PARKING STALL SIDEWALK TO BE SET NOT TO SCALE ON 1ST LIFT OF PAVING 1/2" RADIUS TOOLED JOINT I C C 6" L..— —4" NOTES 6 1 R . C (STROKE WIDTH) V J 0" CURB EXPOSURE I - 1 10" 1. SIGN BACKGROUND: WHITE, RETRO-REFLECTIVE SHEETING 6 .... ' �� 2. SIGN LEGEND: GREEN, RETRO-REFLECTIVE SHEETING 4 1 ZL �- • Z *��i�ef'41 0 �-(*��il�• • -T -'' 16� 4.. � 3 THE DISABLED PERSON PARKING SIGN IS USED TO DESIGNATE A PARKING AREA + BACKGROUND L PAVEMENTsr.:).....::-:...:J.;:t........-. 111 - 4��' 1t !lit' r�'� �i� . .. •' ' �. w �• ��'�•to �� st��'• • � • RESERVED FOR VEHICLES WITH DMV PERMIT AS STATED. all ��t.•it `�'4 _ HIP.W.t/ �4 BASE 1.5" AC LIFT • 1 lr!sv��•rreiK9}..�'i`ale!� i ° ` 2" MIN. COMPACTED BASE COURSE s1~�}O.#r+* fl"rf��.+: 1 TOP 1.5"AC LIFT tligwi 41%.ft �,.` J. % �' AGGREGATE BASE ROCK DIMENSIONS (INCHES) • _�i SIGN i/ 8314 A B C D E F G H J K CL -6" -6" A Air —i---1.--,—,— , , • , :.p.,..: < a- STANDARD 12 18 3/8 1-1/2R 2 4 2C 6 4 1 � y .`• 5.: ti 0_ D FLUSH CURB WITH 0" EXPOSURE ... i\k.�Y.ut• ...:.:.,:,. e<C 0 A.D.A PARKING STALL SIGN '�`•��' 1. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 PSI AFTER 28 DAYS. :;<s::::,. :; :: �' NOT TO SCALE ,::::. �n 2. EXPANSION JOINTS. V A. TO BE PROVIDED: � 1) AT EACH POINT OF TANGENCY OF THE CURB. - } :i LL 2) AT EACH COLD JOINT. NOTES — B -, 3) AT EACH SIDE OF INLET STRUCTURES. 7 4) AT EACH END OF DRIVEWAYS. w L 4) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. 1. PAVEMENT MARKING BACKGROUND: OPTIONAL: BLUE, RETRO REFLECTIVE B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, 2. PAVEMENT MARKING STENCIL: WHITE, RETRO-REFLECTIVE Ice WITH A THICKNESS OF 1/2 INCH. z C1) Q^ O 3. CONTRACTION JOINTS. 3. THE PAVEMENT MARKING STENCIL SHALL BE USED TO DESIGNATE AN L.L. CD 29 736mm ACCESSIBLE PARKING AREA RESERVED FOR VEHICLES WITH DMV PERMITS. w A. SPACING TO BE NOT MORE THAN 15 FEET. [ I 42[1067mm] B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INCHES. ()5 [126mm] ❑ C/ [010mm] DIMENSIONS (INCHES) 0 O 4. BASE ROCK TO BE 314"-0" COMPACTED TO GEO REPORT RECOMMENDATION � Z AND SHALL BE TO SUBGRADE, STREET STRUCTURE, OR 4" IN 02-[60mm] LEGEND � J DEPTH, WHICHEVER IS GREATER. A B C D E F G = ...-i 0 GRADE ..�.� MONOLITHIC AND FLUSH PRIVATE CURB MINIMUM 28 24 3 F-- U Q NOT TO SCALE 24[610mm] W O 0 STATE HIGHWAY 41 36 4 0 (/) I I= ONE LOOP BIKE RACK TYPICAL A.D.A. PARKING SYMBOL NOT TO SCALE -• A •.--. 4 I pi' ) E VAN PT— G B ACCESSI HL 1 H 1 o 12" f _ i j E 7 .°U 1 6" EXTRUDED CONC. f DWI 4" 6" L SIGN N0. R7-8P ` c CURB SET ON 1"R OUR 7.5" TALL EXTRUDED CURB 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 •f: :' 15.00' — _ �,..r- 1. SIGN BACKGROUND: WHITE, RETRO REFLECTIVE SHEETING in lo � - ., 3 AC PAVEMENT ./' (2 — 1 .5" LIFTS) 2. SIGN LEGEND: GREEN, RETRO-REFLECTIVE SHEETING a°O , 26 ° •ate 0 ° °Ca° a°0 O°b ° 3. THE VAN-ACCESSIBLE SIGN SHALL ONLY BE USED WITH SIGN R7-8 TO DESIGNATE N �Q4L oQ4 OapQ°,__11.,,,,,_,,, ,Q °aa° Oa aQO�O ° a ° ° THE PARKING SPACES THAT HAVE AN ACCESS AISLE 8 FT OR WIDER. CO 12 aa° aU Quo°o ° �j��pg I...r PROFf a, °QQ°�°°a p Q ��d�j c ''a 1303°. 34" MIN-38" MAX HANDRAIL TC BE INSTALLED DURING ,5��'�D INE.E `r s/3 l POURING OF CONCRETE. DIMENSIONS (INCHES) Z �- 65433PE9 9l AGGREGATE BASE PER PAVEMENT T _ Lu 8" DETAIL ON SITE PLAN '::• `.- '*::•:'``'' • - ` .• • . • • i:- ri' .� • . . ,-.Fl.il :%" SIGN a • - .; J A B C Cl E F G H L a . EMBEDMENT .:�' - •�•:�� .�.. .. _:.�-.. _ .,, � �.' �„� ,._.�� "��;,; 0 GON �'' Y. r +.1' - •. •J '• '4 • . + . .- �' ' � � •: ..r•-'1-•••••::....:.;:'..�. . .�.. ' GAY 2� : ,.. .':..:. ' �.. . . ..::�_; STANDARD 18 9 3/8 3/8 2-1/4 2D 1 1 112D 1 1/2R 9 EXTRUDED CURB DETAIL U �`�`4 ° 1S�� S. � 0 D NOT TO SCALE RAMP HANDRAIL DETAIL VAN ACCESSIBLE SIGN 0 EXPIRES: 12J31/16 SCALE: NOT TO SCALE NOT TO SCALE a Z DATE 10210512016 ro -o 0 DRAWN I MJZ ca N _ im DESIGNED I MJZ N 0 CHECKED I KSR D PROJECT# 121509510 dco o_ ,j 73 SHEET TITLE 9. ta cCn E c:E Cl) SHEET NUMBER N � Z H 0701 (V) ;� LAND USE# SDR 2015-00004 / 2 F I . O r // NON-WOVEN FILTER FABRIC STANDARD FRAME AND COVER V ~ MIRAFI 14DN OR EQUAL SET FRAME IN NON-SHRINK GROUT 1 1/8"� o OVERLAP EDGES 4" MINIMUM 3/4» 1 1 1/2 m N „ u t c o0 // GRADE RINGS,2"MIN./12"MAX. AC OR CONCRETE PAVING C {q o n 1 INSTALL MASTIC GASKET AND FINISH }�1 0 1/2��I OR OTHER SURFACING c Q O� / / 4" RIGID PERFORATED PIPE41 WITH WATER TIGHT GROUT I I 1 o // / ENCASED WITH FILTER SOCK �/ ' ��/ = jcc / / 26"MAX. •'"• / cl),6 % .. ....... .c, . . Ago 103 8 , c�o0 Cl- / / 6" MIN SEE SPECIFICATIONS FOR ''': • � g„( L, BACKFILL REQUIREMENTSrrII f ay _ isiiiii , liir /ilii./ " ' •'.1=11=11=11=11=11_1 • 36" •II II II II II I;' , ._ . . o --Q e ��% ]1-II-N—II-11-11= -o.. • .` ��•�...A "� r• •'.1 !I-11-II-11- 4 r - 1" •1"CRUSHED CLEAN , •, 11=11= ., �� 11=11= M I N DRAIN ROCK ,� �. i� • % /�\ . ; 11-11 ' ••b • .'..r:, '1=11= 0 �`��'�,�� • �� t 11=h=n=1 a=n-ir n-u-1Fu`1L=rl=ii 4 a • Aohl. ... • M/r 6 fy\\j I I ECCENTRIC CONE 1111=11==11=f1=11— -11-11=111fa-=11 BUILDING FOOTING 4 �� `\�� • �•"�� .:'` ; 2 cDa - SJ C W O ) O N 0 E ti O CQO) C_ C L W Jco tO CI' N ti D 0 2 ItiQI� #OP z w �a• < zc'-i o a � r4O rov III � � o licil o SANITARY NOTES: WATERTIGHT O O �l 1. ALL MANHOLE SECTIONS SHALL -= CONFORM TO THE REQUIREMENTS OF ASTM TO TH ANO APPMENT E 1/4(:.).7, O ( PROVISIONS OF STD. MANHOLE DRAWING NO. 010 nn 2. INLET AND OUTLET PIPE NOT TO EXCEED p O O ° L D 4.18-DIA. rsMPERPRODF�, ' 3. PROVIDE SPECIAL DETAIL FOR OUTLET FLOWSTORMo _ f-�- �� = �.�� CONTROL EXCEEDING 18" DIA. HOLES MAX NOTE INLET ' OUTLET4. ALLOUTLETSSHALLHAVEFLOW CONTROLR SA ITARYDEVICE. VERS oo E.= EMBEDDEE D TEHEY MUST ALSO MEETDTIIE ASTM 718" 2 718" M _ TEST FOR WITHSTANDING PULLING OUT, W SUMP VOLUME AVAILABLE MINIMUM MAXIMUM f 24-3/4" �, CAST IRON TAMPERPROOF & WATERTIGHT LID 60" M.H.= 58.9 CF 98.1 CF 1 114" 72- Mil.- 84.8 CF 141.3 CFMUM �0� 1 118" �♦+ C PLAN 84- M.H. 115.4 CF 192.3 CF Ii 1 7 16" T NATE:CONSTRUCT PROVIDE SPECIAL DETAIL FOR VOLUME / VI �1 WITH FLAT TOP LID REQUIREMENTS EXCEEDING 192.3 CF 6" 1 r �O� a; t • 5 314„\< a. ... j r SHOWN ON SHEET7-112" % li i_ 1 REQUIRED PER :::i.:1111..11.1111111.11All. :a < 0- 0704 SUMP VOLUME REQUIREMENTS //,/ 1 1 2== „ COVER FOR ' _ , ,Qa. .a20 CF/1.o CFs OF INFLow 22 112" � / 13/18 WATERTIGHT AND -��-rrrr��r��nr��wr 111P, a oCL D TAMPERPROOF 58.9 CF MINIMUM REQUIRED / 10-314" a c >a < 0 5" MINIMUM I-.1.-- 25° 1 LOCATING DETAILS12° .a.• • a D REMOVABLE WATERTIGHT CAP OCAT NG STUD b: ,' • 12" 0 OUTLET FLOW CONTROL v _ v e _'Q PLASTIC OR DUCTILE IRON PIPE -r 71[ ' 0 1-11-O-WITITIMI-11Tirlf-r-MfMrlirlirlrl 12 OR APPROVED EQUAL. 1 1/4' O.D. SST WASHER, bFLOW,,.._ .2 FT a4 FLOW �„ 3/32" THICK, 3REQUIREDCOPOLYMER POLYPROPYLENE PLASTIC a a. 1 WINLET . OUTLET 23" ILL,.11 .,,,, 1/ . PER COVER % Q I�IIIIIIIII�I�� Z a 24-112" "`" '� FLAT RUBBER WASHER 112" GRADE 60 REINFORCEMENT .1 , ' - •O. 'c D I- LLJ 1�. � � 11117% � � 3 REQUIRED PER COV1�R .a ; .� .� �.> MIN. :STD SECTION B-B , ��j� 1/4" NEOPRENE GASKET, 13" cc Z CAST IRON STANDARD OMIT FOR TAMPER-PROOF ~ rn Q C) B 1 COVER - - 3-3/8 �/ J /2" HEX HEAD SST CAP ` PLASTIC STEP VARIABLE SUMP SCREW, 3 REQUIRED LJJ DEPTH RUBBER GASKET PER COVER0 -I CL 60MAXIMUM ANCHOR TO WALL N1TH STAINLESS STEEL RISER / 8 -8-518 60" MINIMUM % GLUED INTO NOTE: a It ' 6., Z 36" MINIMUM _ CLAMP OR STAINLESS STEEL BAND AND STAINLESS FRAME ' •, Qp. J O FRAME OR HEXAGONAL HEAD, BRONZE OR CAD. PLATED. 1 a Q Q a STEEL BAND TO BE MIN. OF 2- WADE i a- •� %// Q = v SELF TAPPING CONCRETE ANCHOR V ''' PHILLIPS 5-12 OR EQUAL BOLT-DOWN DETAIL a .' . a 1 W U 0 Q Y,-x, x- srAINLEss STEEL BOLT. WATERTIGHT GASKET DETAIL #6 314" GALVANIZED BAR - • • A N w O (FOR TAMPERPROOF AND WATERTIGHT) •• a MANHOLE DIAMETER TO BE DETERMINED .:i'.:* MATERIALS z. ' . - '°. U BY: GALVANIZED , . .p 12° 1. SUMP VOLUME REQUIREMENTS. ` .�-..-i- •' .. 2 NUMBER AND SIZE OF INLETS do � `•�! . �. NOTES: � � ' OUTLETS. 'fir 1. TAMPERPROOF COVERS REQ'D ON SANITARY OR STORM DRAINQ . MANHOLE WHERE LOCATED IN PEDESTRIAN WAYS OR EASEMENT #6 {314" DIA.) GALVANIZED DEFORMED REINFORCING Q m AREAS. TAMPERPROOF COVERS FOR SANITARY MANHOLES SHALL BAR. REINFORCING BAR WITH ASTM a.�• .•o � Q. b HAVE 2 HOLES MAXIMUM. A-615 GRADE 40. GALVANIZED CONFORMING WITH • C • ASTM A-123. CLAMP DETAIL 2. WATERTIGHT COVERS REQUIRED IF LOCATED WHERE COVER MAY PLASTICIC] (9EC71oH A-A) BE SUBMERGED. a o , Q N.T.S. 3. USE SUBURBAN TYPE ONLY IN NON-TRAFFIC AREAS, AND ONLY WITH MUST CONFORM WITH ASTM C-478. :-- APPROVAL BY THE DISTRICT. STEEL REINFORCING BAR MINIMUM 112" GRADE 60. .+Is F1 MEETING REQUIREMENTS OF ASTM A615 ENCAPSULATED WATER QUALITY 4. COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-48 CLASS 30. WITH INJECTION MOLDED COPOLYMER POLYPROPYLENE 5. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. WITH SERRATED SURFACES. 4"FOR GALVANIZED STEP MANHOLE MECHANICAL) CleanWaterServices 6. NOTCH LID FOR LIFTING HOOK. Our commitment is clear. O DRAWING NO. 240 REVISED 12-06 TYPICAL MANHOLE COVER AND FRAME DETAILS TYPICAL MANHOLE STEP DETAIL c7 SCALE: NOT TO SCALE u) NOT TO SCALE a w 1- < ci I- 0.1D P R OFFS 1- Z �,cz ANGINEFS sip# - 65433PE -7:„, W w0 GON R r , �F`C Y 6 9. �\\. 0 �N S. fl1� S U 0 EXPIRES12/31/16 al Z DATE 10210512016 .21) 0 DRAWN 1 MJZ o a DESIGNED I MJZ N �, V r , CHECKED I KSR a PROJECT# 121509510 NQ �'�/ Ct SHEET TITLE CV cD I DETAILS N :o SHEET NUMBER r:1 c7, Z co N C703 co O T75 a) U E EC LAND USE# SDR 2015-00004 •-•':::::::::::7::::::::-. pkv r° z Q •, = Storage Velame Per Cha ober/End Cap(V(m+) Amount of Stub Por Chamber r0 p �� ,� a` . • Stone FaEindatlun Deem ., Bare CtratnberiElld Cap and Stone � � sioortgge Unit Volume Depth n.(IITtFoundation rc 1,GUS/,.1-, 0) c CO -Stone StOrMgin. 12m 15to 1a ie MC 3504 .I(ii4).,r. ;e9i '{, t 9; D N O N ft'(nr'� 9{229) 12(305) 15(381),t 8{457} ,,.(. .�•. CO P. endo •Reiontion•Waic�Gr�ality "` r °` I.,.,._.__._.....-..,.�. _ �.....,..t 1 End Cap ...., -'41 f"9!.. I 432,D1- -.. .45''27 4'?`3'3' • * O MC-3500Cllamher 1J c,'11+r5`3(:1i, e( =:>I) I'ri3(;Jh 443(5`a) Z } Ric.Ly;:r-; 22g rum I 305 nim 361-min 457 mm O .0,.;.....,....-,k, 'MC-3500 EINE C8p a(?7 3) ..A g:V(..e-3} 4,i,,i a5 A? f•'40 51 '1 A5 x • NOTE:Assames 4o porosity for Me store-phis eramb''end cap volume.End t i f, ? i A„,5.f..;)• 1 y I' End t 1 ! 57 ;! 4 }'; 4 {?.61 C Eco 3804 ' Cap 1 O ` � �r. Gap volume assumes B'j 152rnr<1J state peri�Neter. - -� r L „� NOTE Assumes 12'1'305:rant of stone above,anti.9'r2?29 mm rev) 'n, and 2�' I CO StormTech i :� (152mm)ofper(meterstone infront ofena' - f �r •4- co O 9otteno 01 Excavation Per GfIaln6er/EBd Gap to yd (m} APPROVED IID 1:1- MC-3500 l ICAC 35AQ Chamber ` ' -• EC :..:::'a> ;:',.. ,4a Stan Foundation Depth in 1131mi �r :� +r~ TT Designed to meet the most stringent industry ,-:.:. \ 4 a -y MATTING cI) fi :-,III..-::, •• gm.. i 12(305) 15(381) 18(451) �t�l� performance standards for superior struc .- 5 , f.._.., _ ��. o s a4y i* c R,,.. W- CV r '� MC 3500 1[47 5; °; e• "1:.3i1�.�1 :3. ,-v.ci �.. r� • tUral integrity while providing designers <° x .-,--- --_-�� _--�� _� :.,-. � ` �• ..r -.� r-- with r�>ith a Gass effective method to save ` k " End Cap. 4.l`2. `'._�._ _ 4 ' .• u4.5(3.5 } Tsr��',H55a 7re5 "(. 1t7!F))of separation Cane CJ1 un er rows,F"(1 2 ."140,r •�ill � `mo ^ 0 valuable land and protectwater j ��,w -* ::::::"...01.r.,♦ j vial, i:4�r ��•y:-t .A '�ti ��% lr m)of perimeter in fleet at emf caps,and 24'(810 my)of coves The YOtorne _0,, L �j�V V�� resources..The StnrmTech System •_ ;y '''...,-....,,,,\A•:„,... ,?` y y ., atexeavaticn 'ltvar,asd�p�ho'ccr.err`r-creases. / SWALE BOTTOM �� ~�...4, is desitDn d primarily to be Its d �... ♦ ,` A; ` `` :.: c� 4,,., �` '„ _ t.`+':2• =.ti. :•. `-:,.`% tip: `�.-',w,1ti '��w 5... ? 2 MIN. C3-- • �� n 0 under parking lots thus maxtmiz- ?__ v I `> : . A,. General Cress Section �'a , ;4 -mgF' !1V. 12 MIN. TOPSOIL inq land usage tzar conlnl ectal , :" �`: ' 1' MIN. �NiliHilli � `r, r�� 1 ? w":: $' F \.�. �•.' r+tA!uSE4S SK+::.AtEEt A57M^ea,95YR�4R:JD Ji,µ+Cv •�' c1:RGc If.A1;:Y4F!li2 PL.YPROPYl6f1E'P,'t CORRIA,AFI) GW,R1.ERR,•A1x COWLS-tA1 sU SHY:f:FF:1:fN_M,FHILE Or- / /). �: \ti tot" W .SE'I-�A F?7.7'Sa'ANONtC PROOTIC':FQA STR::CTiFl,1 \f Jand munlcipai applications. `"' k Tc1.Vac- ..11ALeN::G.lECYrtN`CHAMBERS' 4`:.`;: 1 • i, 1urCP.RJM or litcRERIPL +x;[X,RRi4JAY'i1 WAl1. l. .�v�aa'��51111 :.ia\••••*��'°5€,:: acascacxu►ac+rrs., •, Fs�vawrnteacoueT•.a1lc)waarrts TNc1,N).3;x alo,ca lie:..,r. +s)mm)p!-Eel } 1 I�4y'��r-CUMPACIEc FKt,RIATE:4Lys +rte , iC�'1. • 6'StormTech MC-3500 Chamber not to scale StormTech MC-3500 End Ca 'n•t to scale) s ` '.C.E4E'':40i1"'Rs"'"t rI tik: •( ) Pt ;A .wr^Aeasre-arlsrQJF...�-r--xl.ove #_' li AV�,� �,.�. 0.5' MAX. , �`t tdorninai Cherrber Specili^,ati0i1S Nominal End Gap Stec N 4i-AI4=ii BEG ALL. , v v8 -I`IGdTrQf13 - , RVEFIF3J+ - - • i:•:5.-+7D A1i(�lI'.4f+bTt�+1FFri �II-II. m Size;L%y'yx H) 3�' 22+38 mm x Fr(1956,,m;r,)x45'I,ids Tura) 51� Lx 1h'x H'! 25 ' Obi alr)x 75'i4i+CS F•lrr!x 45",1'143 mot �:\ ,oa erom)cwnaeeueeeaex®aoc000 ---- i 11 i p�CO aismbet Slone i s f t "1 r' ,... Entl(s,L Stoiaga 114 9'7.f 42 m'} , C9 ra^E� t' ;„1 4.([ " tet rn • J Q . V _ ,N., \ �_.1 • ' zi RIVER ROCK -3/4' z w 0 co Alii.ir:RtaIIFti swage, TT 178.i.l 1>.;' :irt______ heir iusiallad Storade,,.,,.,,,n 45.0 it" ' f'1m°i '• , '. iia 1 5 "- 3" < z 4+ S _o • Waith 1z4;be-(t90.FkQ+. VlePI w.,. a9;b.ti2.t i ,,,, . . iil,;,. { ►f:iI il,l ,_ r}I t HAP m } 7 ii `` -/' t'r' t'ity .. :�,t`. r #'i s!`F'> 4::I:v , (n 2.5 DEEP • F� mj 1 _, ' f ill I I}.III. ''.. II . �1y�?fr -ii ;r! .l."L 0 I•-1 c' P c "TI.ato.lits.amniximN0lt2'1,'iC5nei;a1enn8t:A't 9'!,:aimn4c.1cra!re,tsk!4r ,tl�.. in1'YE lIne Irn91F ,.105mr.)ols:a;rShow.L'7-5me•)Ncer,ala!o;E'.a° . an i'I',I .. iii a w��,t�ll f INN r o •Y134tiV S_1.1,['•2rJ h•f:)t1 Ma SIai=I1a.xn+2 40%sJ.11e t;,:u roiv�;:�clg.B";152 a1ir:;x Nie►T,FYrinleocr.41114,74 stun,rt.r spy ( ? .,_ - -. . +,,. fBUFFER/MITIGATION 0 ' 9'�9 ,.+� �' SWALE AREA FREEBOARD TREATMENT AREA FREEBOARD ., r, .. •R. ., \ . . . . o AREA Shipping w +T �r"! I'!y ::Y ' � Y•�#.'4!; •Wa5'xCiVCAP / � >AjM•,. _ 1' e'ial6m+,I;•i 03 AREA 6' MINIMUM WIDTH AREA t t' '�' ii 1 / iia :•';, " ""' T EC MATTING ECONOJUTE* _ COCONUT FIBER OR GEOJUTE PLUS* ECONOJUTE* ECONOJUTE* (S> 20%) 1i;silarobor'iaSliat 6Y. .: - 3 1.1 ` °'A`' -°'`-IISEED MIX LOW GROW MIX NONE LOW GROW MIX AS APPROVED BY 7 erld capAalle R., 1F- EE 1 ; 'COTES SEE NOTE #5 SEE NOTE #5 DISTRICT OR CITY i D2l;E1 d1r ICk i XIX 1. THIS CROSS SECTION PROVIDES GENERAL INFORMATION FOR THE MC-3500 CHAMBER.STCRMTEC4 MC-3500 GHAMO RS MUST " f' M) ... BE DESIGNEE'AND INSTALLED IN ACC;CROANCE MTH IRE MC-3800 DESIGN MANUA...AND MC-3,700 CONSTRUCTION GUIDE. MAX. SLOPE 2.5: 1 4: 1 FLAT BOTTOM 4: 1 2.5: 1 NA - -��'� 2. PROPERLY NS FAI.LE:D mc-ase0 CI- A!tiEiiS YROVEt3E THE LOAD FACTORS SF'ECIf1ED IN THE AASHTO LRFW WK.:GE D=SIGN • SPECIFICAIlONS FOR EAJ2Ti'ANL)LIVE LOADS WI IN CONSIDEHAPON FOR IMPACT MO MULIJ?LE PRESENCES- 't f r'�riiitt, tt a /L .... 3 PERIMETER STONE MUST ALWAYS BE BROUGHT UP EVEN..Y Will-1 BACKFILL OF SED. PERIMETER STONE MUST EXTEND "„ ,, 4,, i ORIZ0 1rALLv TO THE xCAVA IDN YVALL FOR BOTH STRAIGHT OR SLOPED SIDE vAL;.$. El Ci * OR AS APPROVED d r ''J ! f� r du Cttgmm? s fd a • ittsarm) F 6 d , t)i . " d of !r O. NOTES: l V f h j II 1' . r' r41 n . 1. REFER TO APPENDIX A, CWS DESIGN & CONSTRUCTION STANDARDS, FOR LANDSCAPING I., ' khI 1 d fl �' J)J) r1 - A REQUIREMENTS INCLUDING TREE PLACEMENT, TOPSOIL AND PLANTING SPECIFICATIONS. W �, 4} • j ,i 11 r, ;�� ) tir1 `x�# t u{ 1 '��i- I ,! 1. ''} - �, ))r F rtAle 2. PROVIDE IRRIGATION AS APPROVED BY CWS. • } �,O. ,n11) ' Arras"), .r gar „f O T hr 3. JUTE MATTING- GEOJUTE PLUS IN TREATMENT AREA, ECONOJUTE FOR ALL OTHER AREAS, OR SIMILIAR ` .>ebeta^' .•:':�•.., !.^1•r'.•::; e FABRICS. COCONUT FIBER IS ALSO ACCEPTABLE. oma+� I.�TA ,�uie'r'; M�fi '' 4. 12-INCHES OF TOPSOIL SHALL BE PLACED THROUGHOUT THE WATER QUALITY TRACT, 11 EVES 5. FREEBOARD AREA SEED MIX, DWARF TALL FESCUE 40%, DWARF PERENIAL RYE 30%, CREEPING RED FESCUE 25%, i ti I lil I fl1 70!!wed Road51:ite3 €io-xsHl Ctaue;ott 0167 COLONIAL BENT GRASS 5%. APPLY AT A RATE OF 120# / ACRE. LJJ I t /`i �`' 9 2)81:35 8c�3y2-,bc4 tic s-G23?Al i t� r5a B?i"i wN4+t mtech tz m - E s \\2:•..\•, (,,,,..._,T..) Ar-)5"Te!:ls and Caidl o T C.,?SRIe'a`E aY3liat lC ir^he ADS,YEbSi e.Y+Y N 1715•?31, G9 tI. Itre+P, 1 z fl fill: t ! Aesanxd Draaage Systero,the ADS Iilyo.and tliegreen sine are regisasdt:aiieserks 0i Advanced Drainage ysterris. i l 1 'r l if Yt &cYrri Fedi is a reorstere trademark I!Stnr':nT+h.Inc ,:. t, rl_ .'j I: y l'! 7411.1'4 :':, rel I 'lT.Ie Cili!en B ildihn9 C rue.il Memmlber I4go is a ir'g::tered traiieI!aik ofthe U S.t:rei:n ruuliiing CouncIl. • L, . 411: ;.. . lei •• - ': - • 2-�' 1.6... 13150909 03,2414 Printed onrecycled paper STANDARD FRAME AND COVERCI a 2914 Advanced Drainage Systems,Inc. - 58" - , SET FRAME IN NON-SHRINK GROUT ( 1..L 2" CLEAR TOP HOOP GRADE RINGS, 2" MIN./12'' MAX. a., NYLOPLAST 12" DRAIN BASIN: 2812AG X i #4 HOOP, TOP BOTTOM INSTALL MASTIC GASKET AND FINISH O WITH WATER TIGHT GROUT n/ Basin Riser is made of SDR 35 Material T f • L�.1L� (1,2) INTEGRATED DUCTILE IRON /- . I 26" MAX. „ y • .. • . :- ' FRAME&GRATE TO MATCH BASIN OD. • • 1 - 18'MIN WDTH GUIDELINE • i:t Lmimi .4 '-----,:,...!_ic. ___..] 5- 1-ms--- �� 1" CLEAR L1'•. 144 HOOP, TOP & BOTTOM o : MANHOLE STEP v ' M`NIFAUMPIPEBUR;AL -- 1 1" CLEAR ALL BARS ' . f ' .a LRL MANUFACTURER • S MIN THICKNESS GUIDELINE (TYPICAL) 4. Z (3)VARIABLE INVERT HEIGHTS RECOMMENDATION I - I �� MANHOLE RING SECTION �.• r ^ O AVALABLE(ACCORDING TO (MIN.MANUFACTURWG '�` `J J PLANSrTAl�O REQ SAb1EASMIN SUMP) )s)AnGLes \\ VARIABLE (1' 4') . .. SECTIONAA ` ' VAr,ui �eD° , TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR y • n • e ACCC)r161 TO C. \ GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MIDST BE ♦ . •• J .`■_ r TT lk' - DESIGNED TAXING INTO CONSIDERATION LOCAL SOIL CONDITIONS, A a • I 7 O ��i?1 TRAFFIC LOADING,d OTHER APPLICABLE DESIGN FACTORS. ' A I''.* '•• I L t ilk�;-.-.777'..:'': SEE DRAWING NO.700i-110.111 FOR NON TRAFFIC INSTALLATION. ' . .• O t1J„ r;.7.2.!...,,,,,,;„... I,j;! ,s 0 1 : 12 ;' ; 1�r_- .s1�i (3) VARIABLE SUMP DEPTH ALL BARS 1-1/2" CLEAR T J ` '` ACCORDING TOPLANS INSTALL MASTIC GASKET 48" MINIMUM . .. + J WATERTIGHT JOINT r � .- ��+ I (6'MIN.BASED ON w (CORRUGATED HDPE SHOWN) - 9� I-- 4"MIN MANUFRGTURiN6 REQ.) A - W lV O AND FINISH WITH WATERTIGHT Y ��, ;r :. ■� � GROUT ' CO' ' rte%�, 0 Ci) ./ ,• y�-a k. 1` 11 ;; 2-#6 $ARS 4" O.C. . . �� SLOPE 1"/FT• 4••. (4)VARIOUS TYPES Of INLET&OUTLET ADAPTERS AMIABLE f �� S 4"-12'FOR CORRUGATED HDPE(ADS N-12 HANGOR DUAL WALL. ��r t ." + • } At7SIHANCORSINGLE WALL],I-12HP,PVC SEWER(EX SCR 35), f' �' t•GRATESISC DCOVERMALLBEDUC7LEIRONneASTIMA87A( DETDS605, V(25'/ DIAMETER *1 d4PVC DWV(EX: SCf140),PVC Cscaceos,CORRUGATED&RBBED PVC mrtl THE EXCEPTION CF TI;E taRauE GRATE , 246 BARS 4" 0.C. 2-FRAMES SHALL SE Dt1Cilli PON PERA4'TAA316 GRADE _ 12' MAX.3-DRAN WIN TO BE CUSTOM MAN UFACT URED ACCORDING TO PLAN DETAIL. /TNEBACKFILLMATERIALSHALLBECRU3FIEDSTOt4EOROTHER tl &EE J NE ED FOR INSOVERaeDUETOSifIPPYICRESTRICTIONS. �� 244 HOOP, a' ' + PIPE O.D. .• GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS IIP O TOP & BOTTOM ,•' \\\L_::.:_\_ 4-DRANAGECONNMT1ONSTUBJONITiGHTNES5SFW.LCONFORM-0 ' dMATERIAL AS 0EFINED IN ASTM 02321. BEDDING&BACUFILL FOR - T►I • • T "4AsanD3zlzroRcoaTalcATED �PEUnsE�lzHlwcoRpuaiwAu# 5 #6 BARS 4'" O.C. • •SURFACE DRAINAGE INLETS SHALL SE PLACED&COMPACTED N.12 HP,A PVC SEWER {I _ ,, - UNIFORhLYINACCORDANCEWITHASTMD2321. 5 -ADAPTEftSCANDEMOUNTEDONANYANGLE0'TO332'.TODETERJt14EMIAIML'M • ` '� - M'uLEBETWEEN ADAPTERS SEE DI:WANGNO.7001.11401Z ',// • ,,�. •,.• r r CiRATEbPTrCllVS rLOJ10RATING PAPier DRAWN Gi3 T'IEP'iINTE719C1.0eE38U8JECTMAI7FANWNICN DRAWN ST ESC MATE7UAL --� 71]OYERO11A1+A: 6001 60p1 . f� ,SMOOTH FINISH 4 • ,. '!•4 ' _ •4• •• ..' - - PEGESTRW"t NEETti 'r0' '1i•h""? P tOPL a1I4ASPROPRETARYFUOI1S.1HERECEIPT WORD, �' I l CHANNEL TO d •• 4d. STANDARD \'I - _ 7061-110,203 OR POSSESSION OF THIS PRNT DOES NOT CONFER DATE 3,?Aa. F MCI 133-2443 r - •' r•. :' • •A` 4 , • . ♦ S'' IDCD'5R eFEfT,1 . 1051-110-?lar 1RAIEFEH•ORLICENSE THE UDE Ds:TIF DESKItz N 10 ast' FAX(TM)93b4$O / 314 VERTICAL • r. - PE". AIJ BRONZE N.A. -.. Lr 75124-itU.20; TBCY111CALlNr-0ItlmDDN sh1G1N eeea REVISED EDC sieo c N0.MAME ✓J www.nyroplas4-eI.00n • - � -. •a- _ ti.,..,. tro1-„cx RePRooucrloHaETttlsrRlrrtoRAr,rINFORn1+TIen TItLE HEIGHT OF PIPE - - Ea d '_';arc_ LrHI➢iITY t?.1.,1 ?not-111L11- CONTAN91H.Eg6N,ORI'iANUFACT1IREpFNItr DATE lf0•is 12NDRAM BI9rNQU1CILSPECNtiTAL1lTlcelo ,TELCAST-IN-PLACE CONCRETE ,&. • •4 •• • • `' - •�a' • TJZ"lUf NER�ROM,FOR NE D13CLOStifiE MOTHERS .1( •• • • '�• '.• •.. '.' � 4. Z ISFoRenoEN,EICCEFTBYSP CRAM'EN - BASE + O rSvie 812E A SCALE 1:411 SHEET i Of 1 DWG N0. 7061-11D-13S REV C -. '.•. PERINSSION FROM NYLOPCJIST. r�olc moans d. .• • •• 4 t •'• •♦•• ♦ CL \ • 0 // • / .� • . ' •4 .4 . .''6" MINIMUM" . 4.. .. - _•--- N.. 1 #6 BAR ,. .. 41 I- U ;.1•, '\.._.4.,.. • .. Q \ _ _ 4: x: 3 s' aiOiOiAiIi4• 41. `"I'`A1' AGGREGATE BASE ROCK ,a.+•1 8" MINIMUM ;ft+;e..;ei+;41.;o+;1"d;e, - - -Alt - - - , - TOP SLAB SECTION ., rn NOTES: �;- 72"MINIMUM Cor)v! 1. ALL PRECAST MANHOLE RINGS SHALL CONFORM TO ASTM C-478 WITH CAST IN PLACE STEPS- ~ ��1��,DPROFFSS �, 2. BASE CONCRETE SHALL BE 3,000 PSI MIN. (28 DAY STRENGTH), 2-4 IN. SUMP. FLOW LINES Z Q�� NGIN�F� 4> i_ AND INSIDE SURFACES SHALL BE TROWLED SMOOTH AND UNIFORM AT TIME OF POUR. UJ 65433PE CO 3. IN OVER-EXCAVATED AREAS, PROVIDE PIPE SUPPORT USING 3/4"-Q AGGREGATE ROCK OVER Q OVER UNDISTURBED NATIVE MATERIAL AND COMPACTED USING HAND TAMPER.LLJ a 4. ALL JOINTS SHALL BE SEALED WITH PRE FORMED GASKETS SUCH AS KENT-SEAL NO. 2, o GON L o RAM-NECK, OR APPROVED EQUAL CONFORMING TO FEDERAL SPECIFICATION SS-S00210. r , �'}' 0 20 ;n 5. ALL PIPE CONNECTIONS TO MANHOLE SHALL BE WATERTIGHT. Fk/N S. R1]55cc- < s 6. STEEL: Fy=60,000 PSI (GRADE 60) 0 COMPACT AGGREGATE BASE FOR MANHOLES TO A MINIMUM OF 95% RELATIVE COMPACTION0 EXPIRES 12/31/16 BASED ON THE MODIFIED PROCTOR TEST METHOD (ASTM D 1557). Z DATE 102/05/2016 481r 0 FLAT TOP MANHOLE DETAIL 0 DRAWN I MJZ SCALE: NOT TO SCALE DESIGNED I MJZ IV n r ti CHECKED I KSR 0_ PROJECT# 121509510 N SHEET TITLE DETAILS (V CQ L. .o C.0 SHEET NUMBER H L 0 C704 ov U S / i 0 Lc) 2 in0 i °u It CO jr; 0 O N I G CO2N- COLO S ti cil �. C C OUTSIDE OF WITHIN 12" BEHIND SIDEWALK SIDEWALK ADJACENT T 3 CURB . ill... ,....:,_4•:;,.1.-.,, ', J a. OR BEHIND CURB ' lin 3111 :' MIS ,' PAVEMENT PAVEMENT �� , - - WHEN NO SIDEWALK _ , 3` U) IR" SI, "r�A ,< CA57 IRON 910 lift- - IE.• 0 PRF AK FI.ATI:GE: nr I t _�� ; ,: `' MIN. /J/ VALVE BOX TOP . CV "\,' l'' e' VAX. / , Olinti 2" OR 1 1/2" 17"X30"X12" ROTOCAST METER BOX - - 10 - - 18" CAST IRON 910 BOX METER W/17"X30" ROTOCAST LID W/TOUCIH READ HOLE '' j -/%/ ,� ; :;,,.. PLUGGED TEE PLUGGED CROSS BEND PLUG OR CAP PROVIDE 24A BY /F// -/ -NY/ !f3J' C- i•.00 t .. ." i i,M�r� i• '•ice' �� •iE•ai'=' ui 4 THICK CONCRETE .:..:`• - /////� �'"°��m' d +tel Af 6,-... _ . t - i■ CIPAD (SPF NOTE 4} ; 1 .+i,# i � ; .�r�rrii�l t: ly- a < ?APL ;'vIG S,aa ,�4`I laa``s*`�' � I�I TI /4�l y�HAND TAMP BACKFILL i _ �+ +~• ,� " 1 LI ,�s .,, M •• 1.' �'. DUCTI�L il�t� d �'IF IIIII �:: `�.i A' ri•� IrAROUND TOP SECTION 6" MIN. Illly �• . ,. .• Ir " �r i� '�i� t r Si nA N A rc ; c.IL7 f 12 MAx. L!�� i�.",� ,��rt r;.� FI= I. R Q ,�Y :W_S _ - , i M k+y+. II,4;� C.I..0 LO?C"I 1l) II I.f'SI_ {= -1 • ;11:'.'2" 1=LG X COMPRESSION ANGLE \ � ; I+ ' �I! 4i - .-- : -I'`-+r: STOP (FITS 1 1/2 APPLICATIONS) =.! '+, !` r LATERAL PLUGGED CROSS TEE - R 1 S„ MEr� ,I.UG I?I TAIN[r; rti !:!::__ B" ASTM 3034 PVC7 MJ X TAPPED '� GLAND (L BAA IR .N) --� 1 / CONCRETETHRUSTBLOCK SCHEDULE '� m:.‘ f:i 2TEE t CfC�2ETE P1�=R € ATE VALV1 f wo2" TYPE 'K° / {BEARINGAREA OF THRUST BLOCKS IN SQUARE FEET) zifOPERATING NUT EXTENSION COPPER PIPE '..O�'I` 111{SEE DETAIL NO. 505} PLC. xV.,1. Pit„1. x 6" rE-.G. SEE: PETTING 90'BEND, TEE, DR 45• 22 1/2' 11 1/4' F O c_SIDE WALK WITH PLANTER . 2.I)' I.-.. SIZE (INCHES) PLUGGED CROSS BEND BEND BEND •r O w ria :- a • STRIP AT CURB O 4 01.9 01.3 -- ---- x C7 �"" � �• 6 04.0 02.1 .01:3 MAIN LINE • SIDEWALK $ 07.1 03.3 020 01.3 -� COPPER BENDS '" MN. BREAK . L,". ' :•- L AS NEEDED �, _ �.-.. w" MAX.. 16.0088 04,5 02.3 12 _� a ,s.4S it•: •.IP ..•A•� / " .. .:r .• .•1.:� ,� .Y 1 B 28.4 15.5 08.4 C?4.0 2 MIPT X COMPRESSION CORP :7 .?:,• r:�� / o (TES' 1 A'*"9 ;.'t • -i viiii, i'-ilei i "i 24 54.D 34.9 18.1 09.1 ' ^X `'j`yLt fti"' ii!!iEhINP4e.le`.•!r fir•+irf� I 'S�.r�i.� $� is ri'a.. �.. r•.1-••--_ �'� 1. HYDRANTS TO BE MUELLER R CI NTURION. A-'42.3 (OR APP'D EQUAL) 6" MU, 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 111TH THE FOLLOWING: v\ I\�I V ,I''\ A. OIL RESERVOIR ALLOWABLE SOIL BEARING STRENGTH OF 1500 POUND PER SQUARE FOOT. TO c ,/ B. BRONZE ACTUATION NUT • COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARINGCO NOTES: \� , i\'``\`(\� / C. BRONZE SEAT RING • STESSES, USE THE FOLLOWING EQUATION 1) VALVE BOX NOT TO RESTD. WEATHER SHIELD CAP BEARING AREAS = (TEST PRESSURE/150) X (1500/SOIL BEARING STRESS) X (TABLE VALUE) ON OPERATING ASSEMBLY. NOTES: E. SAFETY SLEEVE COUPLING 1. CONTRACTOR TO INSTALL MJ X TAPPED 2" TEES AT 90' ANGLES TO F. THREADED NOZZLES WITH "0" RINGSMEM L� 2) OPERATOR EXTENSIONCITY APPROVED RED PAINT TO SIGNIFY METER LOCATIONS. HORIZONTAL & LEVEL, G. NATIONAL STANDARD THREADS 1. CONCRETE THRUST BLOCKS NOT PERMITTED UNLESS APPROVED BY CITY ENGINEER REQUIRED WHEN VALVE NUT y� 2. BANKED 2" METERS SHALL HAVE 24" MINIMUM D15TANCE BETWEEN ?_ SAFFTY CHAINS 10 13E REMOVED. THE HYDRANT AS PRIVATE 2. STRADDLE BLOCKS REQUIRED WHERE LINES MAY BE EXTENDED IN FUTURE SEE DETAIL NO. 561 WI IS DEEPER THAN 3 FEET 24" - _ - - _ - ._ - - - 3. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. SERVICE TAP INSTALLATIONS 3. HYDRANTS TO BE PAINTE:D FROM FINISHED GRADE. r 4. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. 3. IF 2" METER IS LOCATED IN 51DEWALK AREA THE METER BOX NEEDS TO 13'f OISTR[CT FIRE MAR,{lil.- 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. f 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 SHOWNONPLANS, REQUIRED BEARING AREAS AT FITTING SHALL BE AS INDICATED ABOVE, r 6. IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED. ADJUST IF NECESSARY, TO CONFORM TO THE TEST PRESSURE(S) AND ALLOWABLE SOIL BEARING 4) PROVIDE 24" SQUARE BY 4" THICK . 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 h24" -1 BY ENGINEER. 7. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRESIDENCE OVER BOX OUTSIDE OF PAVED AREAS BLOCKS SIIALL NOT BE PLACED AT HYDRANT LOCATIONS. BEARING AREAS AND BLOCKING Df TAILS SHOWN ON 7H15 STANDARD DETAIL. BEARING AREA OF < CL AS SHOWN IN CONCRETE PAD DETAIL CONCRETE PAD 9. INSTAA STORZ HPHA50-4SNH PERMANENT HYDRANT ADAPTER (OR EQUIVALENT) THRUST BLOGKS ARE IN SQUARE FEET. ON T 4 1/2" PORT. TR AP9RDYED BY NO SCALE RFs NO SCALE ;.:1:78.7.,:,,,,14.T7H,:::,,,..1,R„:,:Ufl:vlc4t, \ ..... . At AS PAOYFD RYH*RovFD iM�\ T.l'U:?'E'1[:LxE) N4 5CALE NO $GALECPI Y OP TIGIS2D CSTY OP TTGARD CITY OF TIGARD 1 .1sa(°t;otiLOC{! PAHA. P.E. oxaGON THEODORE S. KYLE. P_E. STANDARD THRUST D„�. Nf,. nxFc3N THEODORE S. KYLE, P.E. yp /�� jnxacorl THEODORE S. KYLE. P.E. • H � �TYPICAL GATEDwc. NO. P IIa•HERING DIVT57DN �� Dwti NO. l.fLiFRft�FG Dl VL5(o!•: C7'11'Elt(2WF R ----- Dwc. NO FJJGLhtEEAT7,1GAn74IC17vENGINEERING DTVI'.II024 . pty E'PaQCITY 171iL ER W'CiRIL.5 T7Y:AA3i'lME "y Fir PUBLIC WORM IMPLEMENT `rr 131C,A1t T,OAtfCQN I� 560 ›- 0 utas 9 a.}+AIS.al.vl. utas 9.ve.I EAI I.BL9L. !'} �' s a 47 z At)Q41ST 241& AS3 PUBLIC WOWS AfIPAR7M1�N7' L • , HAI 7LGARA,oR6GON.4f121 JANUARY 2011 VALVE TIGARD OREGON m21 JANUARY zot� WATER SERVICE 5 , 7tcAan,oDSGONvrm JANUARY 2oi1 OLOCK YOIC6:fsD3} 111 VOICE:(S0)i'lY�t71 ? L•O.t;f.: 3:1;1 4.9.6171 VOICE:113)6....4rn E>A-N; ah3$656-"147 APPRON.RAPE .. ,4, ;.-:.. PAX:{wsJ 6E�777] APPROVAL DAR . . FPR: ('3°M 66L7277 APP11pYAL 4AlE ,.., ry... PAI:ow)044217 APPROVAL DAIS Et f: fW POTTER - ROEMER NO. 5715 w Z 90' FDC - SINGLE CLAPPER : LL �H�/ �� WITH (2) ALUMINUM CAPS [t FIRE DEPARTMENT CONNECTIONS SHALL -- � • V J 0 BE DESIGNATED BY A SIGN HAVING - t. anlniry v Q- 0 RAISED LETTERS AT LEAST 1 INCH IN fir ;lE1;t111/ }IIN.�IIIII�� ' `•' � ,E,'�illla Iifal'i I LL I Asa SIZE CAST ON A PLATE OR FITTING, , i �l ,"i'Ir ❑ CL READING FOR SERVICE DESIGNATED: I.E., I I s V, z o "AUTO SPKR." OR "OPEN SPKR." OR �, ' J0 < M "STANDPIPE" ETC. WATER METER `�' T ❑ °o° FIRE DEPARTMENT CONNECTION TO BE �, .- < = J CL 4" SIAMESE TWIN WITH THREADED PLr `V� O Q GALVANIZED STEEL PIPE. ONE WAY METER BOX _ a 3' MIN. VALVE SHALL BE LOCATED INSIDE DOUBLE CHECK • rA . I r- l• BUILDING 1" UNION EACH SIDE VALVE ASSEMBLY il 1111 FINISH GRADE r.- L„ ,,, ,.�� ;�rlflir • / - - -I -.• - - - �, ,y/maymay//�y/`y� /may/maymaymay \y/ Ilrr■,I�I�rrr.■�/ , , 1� . 'hoi •••'' ''V;� ` Y ,, i `1401‘ 11": i / /4--11,--te � is'�� /i/ __- ! i t '"�' mrd (z • /\/\ i /\ I C (iia ��# ) lr lEl 3 ' � \ /. /�/\j _� y WATER M�TFR !I s' ir,�.. - ..r.� i a�� ^ [o La /\\�/� /\\\/�\ • • I :,. V ' M :.~I mix" ��*! o w .. o OW CC CRUSHED ROCK RASE .7t1 .RZ Ix Q -J 4;. X Z 2'x2' 4" THICK CONCRETE w COLLAR BURIED 4" ELEVATION w ..%,. UNDERGROUND I m u w ----BOX- SPECT ICATIONS I Q o a 4" ROCK BASE - - --- •- m ~m DEVICE SIZE BOX TYPE • J 4" THREADED 3/4" - 1" BROOKS' #1419 SERIES_OR EQUAL o L a 1- PIPE NIPPLE 1 1/2" - 2" CARSON 1730D P1 5L OR EQUAL a z =„ c�a ....-.....___ J Q to tr)- iii• D . - -, - - -, -, _ DRIP VALVE TO BE LOCATED IN BUILDING w 0 a • INSTALLATION SHOWN IS ONLY A SUGGESTION. ©Z az Z - O 1. DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER. ¢ MJxMJ90° BEND _- �op -- - 2. BRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED IN TEST IN a z c8 vJ cn . ' COCKS IF BELOW GROUND INSTALLATION. T iorr■sg c�O E, _a� •. _ FLOW TO BUILDING - ,r,Ir z p I- LF-,�D PR0Fes, �.1■ral • a�V _ -� 3. DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, FREEZE PROTECTION, 4 Z ,5 „GIN E4 "op >a y AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS _ ' , ' ��' 9 9l d .• • FOR INSTALLATION. m t�O 4L 65433PE J 4 u~..I rTl i E3 ACARD AMAMI:6 ECF I I AVNRorm re; NO SCALE 0 GUN a CONCRETE ,� i�I 1 a LORI FANA, P.E. c�Trorrrnxn a .. Orr Earart UwG- N(). OREGON THEODORE S. KYLE. P.E. E:tiGlhhhA37v( n�Ert,Iu>` pG�U�I-.E :ITEC C NI VERTICAL BEND avwc. Ho. U �F�,�`y o9 2°5��, THRUST BLOCKING g.., PUMA 7'1(ARU 6flFATUN9?I23 JANUARY 2831 ENGINEER/NG f;: _ PUf1L3C WORKS[7F.:PAR't19EsNC °�+ �,r WY!BMW � S. - ci, O -•• .., a 4OICE{3£a)A.I')•4J)l -- ASSEMBLY EII PUBLIC WORKS DEPARTMENT -. - 13778 9.W.HAL/ RIND y�. 530TIGAIm,OREGON 9'T�7 JANUARY 2011 RESTRAINT 0 0 FAX:(5113 84-1N1 • APPACYN.OAR ' PAX (50”694-7.atn 0 EXPIRES: 12/31/16 U - _. .- ) ..... ...........-..... ... ' .. .......... .....,.... -. PAI:ORS)694-729? MPI10Y/1 DALE .7 FIRE DEPARTMENT CONNECTION RISER (FDC) DETAIL o ct NOT TO SCALE Z DATE 102/05/2016 ,a i 0N. . . IRRIGATION MATERIALS AND LEGEND . ;:l iti c ot I SYMBOL NOZZLE & SPRAY BODY GALLONS PER MINUTE P.S.I. RADIUS PIPE, SLEEVING & CHECK VALVE g g 0 a) MP ROTATOR ON PRS40 SPRAY HEAD 360° 210°-270* 90 - • _. 2" MAINLINE- SCHEDULE 40 PVC (0-70 GPM) HUNTER CM 2 e 0 g HUNTER MP1000 OLIVE=0.65 LT BLUE=OAS MAROON=0.45 40 14 1" LATERAL - CLASS 200 PVC (0-16 GPM) co E a- a 0 0 HUNTER MP2000 ON RED=1.27 GREEN=095 BLACK=0.86 40 19' 1-1/2" LATERAL - CLASS 200 PVC (16-30 GPM) (7)0 0 HUNTER MP3000 ON GRAY=3 15 YELLOW=2,37 BLUE=2.12 40 30' ci) IIIB HUNTER MP3500 ON LT BROWN=3.29 40 35' --ii__. 2" LATERAL - CLASS 200 PVC (30-50 GPM) 0 C"\J r, & 9 HUNTER MPLCS515, MPRCS515 ON LEFTSTRIP IVORY RIGHT STRIP:COPPER =.22 40 5'x15' - - - UNDERPAVEMENT SLEEVE Lc..-s RC S 0 HUNTER MPSS530 SIDE STRIP: BROWN =0.38 40 5'x30* _ 6" DIAMETER SCHEDULE 40 PVC FOR MAINLINE, 2-1/2" © HUNTER MPCORNER 45°-105°:TURQUESE =0 45 40 14' 4" DIAMETER SCHEDULE 40 PVC FOR 1" THRU 2" LATERAL 2" DIAMETER SCHEDULE 40 PVC FOR COMMUNICATION WIRE ID HUNTER SHORT RANGE MP800SR-90 90°-210°:ORANGE =0.49 40 10' EXTEND SLEEVES 18" INTO LANDSCAPE PLANTER ON BOTH SIDES OF CROSSING. Z HUNTER SHORT RANGE MP800SR-360 360°: LIME GREEN =0.78 40 10' V KING BROS. IN LINE SPRING CHECK VALVE (MODEL# BPC- (LINE SIZE) S LOCATE AS NECESSARY TO AVOID LOW HEAD DRAINAGE AiMM '-:.:i.::K•t..... FIXED SPRAY AND MP ROTATOR NOTE: 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. IN-LINE EMITTER DRIP TUBING: CI III MAJOR SYSTEM COMPONENTS STAKE TUBING @ 3' O.C. AND BURY TUBING 1" BELOW FINISH SOIL GRADES I z W c'Cic E MFG: NETAFIM - MODEL: TECHLINE CV: TLCV-9-18-(COIL LENGTH) < Z IPOCI POINT OF CONNECTION: TOTAL SYSTEM RUN = 31,250 LF / COIL LENGTHS: (31) 1,000' & (1) 250' & (0) 100' ci.. I1 '- g o F P [WM I DISC METER: 1-1/2" IRRIGATION MONITORING METER, SEE CIVIL SHEETS. FLOW RATE: 0.9 GPH0 BACKFLOW DEVICE: 2", SEE CIVIL SHEETS. EMITTER SPACING: 18" ON CENTER X MASTER VALVE: 2" HUNTER ICV-201G-FS-AS-ADJ (NORMALLY CLOSED/ SET TO 75 PSI) ROW SPACING: 18" ON CENTER I Ill°11. v-3) FLOW SENSOR: 2" HUNTER FLOW-SYNC HFS SENSOR w/ FCT-200 SENSOR BODY .24.75 DRIP ZONE FLOW TOTAL IN GALLONS PER MINUTE •-•-•;',.,--',...5-"" 1 c, POINT OF CONNECTION NOTES2A11.5' DRIP ZONE NUMBER AND CONTROLLER PROGRAM /VALVE SIZE „ ,. ... : .----` I -I -...... -, ..„-----' • INSTALL MASTER VALVE, FLOW SENSOR AND QUICK COUPLER BEHIND WALKWAY IN LANDSCAPE ...„--, i 1,11- PLANTER BED. USE PLASTIC VALVE BOXES. DRIP ZONE VALVE: .,..................„....-:::•--- ----:-.. ..- .,..---'---"----""...'' •.... • WIRE MASTER VALVE AND FLOW SENSOR BACK TO CONTROLLER MASTER VALVE & SENSOR PORT. PLASTIC VALVE: HUNTER ICV-151G-FG-AS-ADJ ..,- ..., .---- PLASTIC FILTER: AMIAD 1-1/2 COMPACT w/80 MICRON STAINLESS SCREEN ' ..,......:::;:::::-...-.:::::-- ..„...„, -,-i .„.....„, - CONTROLLER: ADJUSTABLE MICRO SPRAYS: ...,:.7..,-.-."..,:-" .,...- ..„.,--' ,., UJ C/) © 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 ..," ..., ,......, I.. ... LOCATE CONTROLLER INSIDE BUILDING ON EXTERIOR FACING WALL. 4. HUNTER SOLO DRIP SD-B-STK BARBED MICROSPRAY w/ STAKE 12,5 20 2' „,„,„.. ..- ...---"..„, *- . I W ......---" •::::-..-11:... ,,•-••ge77- 22: WEATHER SENSOR: ,A. END FLUSH CAP: .......„---- ..„,,,- „......... ..,,, ,-- ,„, WS HUNTER SOLAR SYNC: MODEL WSS-SEN. INSTALL WIRELESS SENSOR IN LANDSCAPE AS INSTALL IN 10" ROUND VALVE BOX. INSTAL AT ENDS OF ALL DRIP LINE ZONES. ,.....,,, ' .--- ----:;;;,.." ..,--r.A-'1 -,- LIJ ,......;„..,. ........••• , ...,...„,...-.0 SHOWN, ON GALVANIZED METAL POLE, MINIMUM 10'ABOVE FINISH GRADE. POLE LENGTH -„, .---.-". ....•,--" ..„--- ''.." •,-.1. #0 i 0 SHALL ACCOUNT FOR 18" REQUIRED FOOTING. .. ,,,- „.„---.., ......„.„-- --- s..:s!, ...„--g.5g-7# ---?`• „....,-- -,-- „--:--7-..os'- -'..-;•:',.?„.Nj•;:ll I- ..„. , ,,...• (..-5 SPRAY ZONE FLOW TOTAL IN GALLONS PER MINUTE . „...„-"- ....7.. ...,,,to.::::..... I 2 I....... 1 2" SPRAY ZONE NUMBER AND CONTROLLER PROGRAM/VALVE SIZE „.....-"/ ,,,-• .,---- ...,--" .....--" _ ., .----,--;„--0- 0e.;....;_•:.„„„--- , :,,- I ,......,..„...:' ... .?4,' -------.„.---*- -.-4-. -.9/,'::::•-•- ...v,•-••• I I: ........ ....... • -"."...--. .....„, .-----::0----- ------„,„,,,--,,- q!, SPRAY ZONE VALVE PRESSURE REGULATING ELECTRIC REMOTE CONTROL VALVE. .- .,"-- --- ./ „...••• ...."'"..- ' • ., t. ••••••° ,.,..,. .„..-,' 1 ''•i:.{':'''''. .1...2-2..-'. ..., 011.".'"- .- I < CIL .- - .....,- .6-. ----- ...,,-...'a.4. - .1:-.,--•-• ADJUST PRESSURE REGULATING DIAL AT VALVE TO 50 PSI FOR 40 PSI ZONES ...,,,, .,,,- - i:,•"'". r - ''''''' ......--- •;°-,,••:::::-.". ..•••••':;;;;;*°°.- ..•;-'..-, .•.&.:'.•' .,.• , - •9•er'''' .., ir,R ..,„, ...pe.'';'-'" - .. ...,--- .-• .„,- ,.......- z. ▪ -1::5:---..- 1:;-•''' 0.„.,...., ••••• „......., ..-- -- .- .---- HUNTER 1"VALVE (MODEL: ICV-101G-FS-AS-ADJ) ......„..„-- •01.-:'----- - ... --'• --- „...;,,.0.;'' .... .-:=2.. -`:::---- < V HUNTER 1-1/2"VALVE (MODEL: ICV-151G-FS-AS-ADJ) ...,------- _ .„,---' ...-,•,--- ,„, .' l„,----- . --.E.-„: 4- ,--..;;;:•:..::::- .--'' ,.,,IJ--.:=,f"-''':''' ,----- .,:,•:,.. :;------,.- -' . -,---- .-• .(` ,..,:-...-- '' 1:1 .........„.„ , ...-- ...„--:',, ,-," •-- ...--- ....„ ..... •-" .....,.....- -•- •••-• -' >I 0 ..., QUICK COUPLING VALVE, KEY & SWIVEL HUNTER 3/4" QUICK COUPLER= HQ-33DLRC KEY= HK 33 SWIVEL= HS 0) ..„--"'' • ......--' ,.- ......„...., -`'''' ••-•.--,"-.., „,--...„0-,...„:* ...,....i.,--• ,--. ..-• - • .. , . . .. . ,. . ,....-- ......--• . , .. ...--;--1 ;:•-•`...4-"-- „----:::,:-.••••• '-'1 r2L Ce , --,- •-•,-.4''-'-' .-•"` .., ,. 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C••••I 0 .•-q N U) SHEET NUMBER - (7) 20 0 20 40 Z 0 E FC' SCALE IN FEET co cr SEE SHEET L205 FOR IRRIGATION DETAILS & NOTES I L201 LAND USE# SDR 2015-00004 •-•-:7:....•':,'..i fA-‘'''''.:.7...!.,.. .%),;•:.•••,-,,,..............,.._...,./A:,..,..................:.„..,,,......,:,.:"..,,A___.‘,„.........,...,...,.:....7..,... 7 , A MATCHLINE-SEE SHEET L2.2 A A MATCHLINE-SEE SHEET L2.2 A +m•.wm..w _MM.AMR AMR.MAR OM MOMMIM ��, „„ 1pip7: �. LC) 0 �t 1717 : L',/ . ii _ ,', A '$ lI t r: � . , ' IRRIGATION MATERIALS AND LEGEND .� o 1 k f ` •11` rr 4. ? fi h ::A' {�E Y l1 1111 0, / ..t N /I C CC3 x I> `- } » H ..„,,,,,,,:....:\i`j _ SYMBOL NOZZLE & SPRAY BODY GALLONS PER MINUTE P.S.I. RADIUS 0 N boi ( i a Co „_ y 1.. » �,_.,.... '.`' '� 4n: 1.- ,. s '._..-.. `` t 0 Cy _...w.,.,,.»,,.,». _ k ....,....... MP ROTATOR ON PRS40 SPRAY HEAD 360° 210°-270° 90°-210° DI e? .r v i e 0 2 HUNTER MP1000 OLIVE=0.65 LT BLUE=0.48 MAROON=0.45 40 14 _ LJJ i- g I STUB OUT DRIP ZONE r - • s `y.. L. t r FOR PLANTER II y ,. rrirr • k E• LI j a 1 h ' ' ,e ' �: LL 11. r ` 0 0 HUNTER MP2000 ON RED= 1.27 GREEN=0.95 BLACK=0.86 40 191 a • W • •' " ..._. - } • »,.,... s` `~ kv.t..::• �=I GRAY=3.15 YELLOW 2 37 BLUE=2.12 40 30 if •r '' " 1 I r Y HUNTER MP3000 ON �, I n ! (,-, » ,; HUNTER MP3500 ON LT BROWN 3.29 40 35'CO 1 Q ` ' _� ' IRRIGATION CONTROLLER `. . !S - .. » lr.1.ii :z HUNTER MPLCS515, MPRCS515 ON LEFT STRIP: IVORY RIGHT STRIP:COPPER =.22 40 5'x15' ti i. : Z #., PLACE INSIDE BUILDING ON OUTSIDE WALL, (,,.• C HUNTER MPSS530 SIDE STRIP BROWN 0 38 40 5x30 3 Q J ' . m • �� „. . 't COORDINATE ELECTRICAL CONNECTION t � _-_ s _ •y • r a I L. I ` t I't M. © HUNTER MPCORNER 45°-105°:TURQUISE =0.45 40 14` U R • aha 3 i • -0P i. I • ::'' »» » „`w HUNTER SHORT RANGE MP800SR-90 90°_210°.ORANGE =0.49 40 10' 0 w w•w:_w•µ ;: E 1 C) ® HUNTER SHORT RANGE MP800SR 360 360°: LIME GREEN =0.78 40 1D' M ,......*li ' ii • 4 I • ','v . ' f INSTALL 4 POP UP HEADS IN ALL LAWN AREAS ;• r ti I f' - FIXED SPRAY AND MP ROTATOR NOTE' ,.....fug I ;`i- I fi II ,.. , ` ,. 1:1, I:` _ = � k: INSTALL 6" ( 06) POP UP HEADS IN AREAS OF CAR BUMPER OVERHANGS. it, 5TU8 OUT DRIP ZONE a. ,! {•„sCD i _ • '3 �: :,. 1,1111 u�op Q.' INSTALL 12" ( 12) POP UP HEADSI IN ALL OTHER LANDSCAPE AREAS. Nj ' �� `,,,�, 1 ,„, FOR PLANTERS " ,a "w In o �" L �' {'� F MAJOR SYSTEM COMPONENTS q Ix �R°° ..� }fav�� t: I; a k .s' y4...,• . z w G4 c o ` $ 3 ..• . �.. POC POINT OF CONNECTION: 2 :...' ` A - aj ............................ a l I is I 1 ,._. \' # [� rte- o r7 : �y � > {' f,T." ti -� �` , I WM I DISC METER: 1-1/2' IRRIGATION MONITORING METER, SEE CIVIL SHEETS. I 0 0 - o { I I. IIS I I�:. wti A\�� '� E 211 -g a ;....,-,. __....-..____._.._ it r - Icik BACKFLOW DEVIL , SEE CIVIL SHEETS. x C7 • �` :�x I f tJ - ,M Y `;.< ', MASTER VALVE: 2" HUNTER ICV-201G-FS-AS-ADJ (NORMALLY CLOSED /SET TO 75 PSI) ""' I I :? `'N'.• ; Q FLOW SENSOR: 2" HUNTER FLOW-SYNC HFS SENSOR w/ FCT-200 SENSOR BODY A. d =.: ., L _. -_.- 4 . + . ¢ ;e:;r ,,..», ,; •--,�,v » 11 1 L1-'"? '4 w' POINT OF CONNECTION NOTES: €• •,,,.. ` ;:� "k+ `,,``` \ I I� - -� - - - 1°" ` `. {: '' •k �' My INSTALL MASTER VALVE, FLOW SENSOR AND QUICK COUPLER BEHIND WALKWAY IN LANDSCAPE I -�- i. - - Www :7:i �I1 i - �1► ., ... » , , 4.3 ' :� :' y` �' . `y 4" 402.5" PLANTER BED, USE PLASTIC VALVE BOXES. - 1. s i41111DC • • -. _ - - - - - - - • WIRE MASTER VALVE AND FLOW SENSOR BACK TO CONTROLLER MASTER VALVE & SENSOR PORT. ,,; - � .fes, .' -v �, 2+•'K • R.,.N.,n-..ri...a,,,,,,,,,,,,,,,r,,,,, �, v � ... . die, .,.,..:.� ;,, ,,,,,.,,.,,,»,,,» .,.;2»,.,,,.,. � - - - ;, - -, t-. - -,} 1 : :: • 16) ;. ,,,; q 1� CONTROLLER:�-v f ',7::. �. �� •,,., -.•._ '{ �; il s; iy � � � c ••� � Q '� ,� :::: �LL C HUNTER I-CORE , MODEL IC-4200-M: 42 STATION WALL MOUNTED CONTROLLER IN METAL CABINET. v il :,` .?",* ,..1I r ,. O LOCATE CONTROLLER INSIDE BUILDING ON EXTERIOR FACING WALL. X. ;,. }`' �� • =. : �....» f `� {• \moi WEATHER SENSOR: Fin Y0 HUNTER SOLAR SYNC: MODEL WSS SEN. INSTALL WIRELESS SENSOR IN LANDSCAPE AS l V,s `ear ✓�: • . . • ,pw •• ,k •• i •• • • ••E. •• . • .m.•. .•iiin' •. .rte 26.75 78.80 `�.• - "' _ 33 1.5" 34 1" f�,� SHOWN, ON GALVANIZED METAL POLE, MINIMUM 10'ABOVE FINISH GRADE. POLE LENGTH LLJ 17.0 WS >.. ... M 1 � k�,.,.._..,. »» » :W _ W�...,. ;Q SHALL ACCOUNT FOR 18" REQUIRED FOOTING. r,. i ..,,`r` OWN IRRIGATION EQUIPMENT AND PIPE MAY BE SH • r++ 1 ice\ +' / �` IN PAVING FOR GRAPHIC CLARITY. PLACE IN "`' '` - '� el SPRAY ZONE FLOW TOTAL IN GALLONS PER MINUTE f • I SPRAY ZONE NUMBER AND CONTROLLER PROGRAM /VALVE SIZE I 3 ".. } : LANDSCAPE AREAS AND SLEEVES WHERE SHOWN.• ` #'; . i • SPRAY ZONE VALVE / �•..w w ", » 5 ,, f PRESSURE REGULATING ELECTRIC REMOTE CONTROL VALVE. �� n C �` '?` `"��•''I ';. ''' . •age ` ,,, I '�� 4 �� >. \�/y ''f+1 » ADJUST PRESSURE REGULATING DIAL AT VALVE TO 50 PSI FOR 40 PSI ZONES - S gg �r ` `c . • ii,,5.--.:i i .... {`"`2i', '�.' `w`i,q•°u':_p •`A, Y �¢ • '4: ,. ��a < CL �A .w ( w :$ #i ..e' 46. ii k ,l J: £ '} �' • r � HUNTER 1" VALVE (MODEL: ICV-101G-FS-AS-ADJ) //'� :# ,,��, ,£ • 1; �•• '• <P I ,\ -•; Z : '', - .,i •t r, - HUNTER 1-112" VALVE (MODEL: ICV-151G-FS-AS-ADJ) O 1..... 'rwn'°'a-,< k • l I It . ',,,, , . • .,,. ,.., ?S _ a x„ » a x v , Q`aV ................•. ft, • { t � •;' n.... ort, QUICK COUPLING VALVE, KEY & SWIVEL >i 0 , A • A { �...-:...,» .._µms �� _ - a E W HUNTER 3/4 QUICK COUPLER HQ-33DLRC KEY HK 33 SWIVEL= HS-0) -;�. °„,» - ` ',- - y` . ▪ ©h. HAND DIG TRENCHES �1/ I ..-3-", IS ON VE- SIZE Ct '° »,»,»,„,„,.,.»,»». I. .• - ry a:,»r»„ 'x » I F 4,.:::- n l LINE S IZE r • • th r ,, � , I __,I1.-- • OFTEXISTING RTROESOii< MFOGAAPOLLO L MODEL: 32�08, 2 SIZE REGULAR PORT THREADED BRONZE 7 W 1' fi'IINSIDE AND OUTSIDE 12 11 i<'` '-•'r'` THE PROJECT BOUNDAR PIPE, SLEEVING & CHECK VALVE Z # - ' t• Ma TYPICAL.»„» » _ • _ 2" MAINLINE SCHEDULE 40 PVC (0 70 GPM) JLL. CK • • 11 rN. -o r-‘'k 1 0 .:,.. , ,..,..x CL z s' s - ='� 1' LATERAL CLASS 200 PVC (0-16 GPM) `` , :.,.. - ,-...,....._\......,, f 1-1/2" LATERAL CLASS 200 PVC (16-30 GPM) O 1 II #� a +fi a„...,+:L' �o Ie m axtao .4c '"g'. ._:%".., r tt ■■� w fi nraro . 'i S' " Iz.k -� 2" LATERAL CLASS 200 PVC (30-50 GPM) J •i 1 1f ,. ..».- k„ X :1 .rill. ..e S . ill -..„... \\w I- C) Z O I k _ - i UNDERPAVEMENT SLEEVE I Ct A ;, I� I , ,••• •,� •_ ,� 6" DIAMETER SCHEDULE 40 PVC FOR MAINLINE, 2-1/2" 0 ,t • . i 4" DIAMETER SCHEDULE 40 PVC FOR 1" THRU 2" LATERAL = J • I ` . r'r 2" DIAMETER SCHEDULE 40 PVC FOR COMMUNICATION WIRE ` w „ "` , ,.-- EXTEND. SLEEVES 1$" I <•,. • - - „° °° w...... " ,.� INTO LANDSCAPE PLANTER ON BOTH SIDES OF CROSSING. ryoil2 ° 0 C‹; sk ` ,'' « ' - - \ V KING BROS. IN LINE SPRING CHECK VALVE (MODEL# BPC- (LINE SIZE)-S _ i- V .../ $ it - - ° I LOCATE AS NECESSARY TO AVOID LOW HEAD DRAINAGE 11. u � - - """"" • T A - - I DRIP SYSTEM COMPONENTS m » - - G x e , • it s ..». h,o - �I / s I 1,-% s ` \/ IN-LINE EMITTER DRIP TUBING: 11, • TUBINGGRADES r,; `IIS (b �' • © (�I t "". ` STAKE TUBING @ 3 O.C. AND BURY 1 BELOW FINISH SOIL '•. - '. ``� } •-`-,:<.- MFG: NETAFIM - MODEL: TECHLINE CV: TLCV-9-18-(COIL LENGTH) 1' ' * II ,� �� # TOTAL SYSTEM RUN = 31,250 LF / COIL LENGTHS: (31) 1,000' & (1) 250' & (0) 100' , err _ \` ... * '<'; ,. >q`L. S�h,'r`,.oyh4„,-",',• n;'�.A: 1S'.w ',��a. s4{:,.,m. .•:..,•.:,4!-:. ,A :r, ,, .. ., •' FLOW RATE 0.9 GPH :i ��i I i!? ` '-f P' .. t!1..: 1! IT! `� a3t EMITTER SPACING: 18" ON CENTER �l -. � , � (& ROW SPACING: 18" ON CENTER i I I `3' , \ t► �; ' • 11 ;�(+ $.f e. 5}- A , t„ r�' 66 ;;:: 24.75 DRIP ZONE FLOW TOTAL IN GALLONS PER MINUTE X ,• •• ••••••• • • • „ •--- ...»,'-'-'..,-- -,__ _,.u.r th-f. ......,�w,,.,-.-....,,, ,,,,�.. .. . ..,.._:::;::`... k ...:• 6• . • •• �,.� };f..,.,_.--- i • 2A 5 DRIP ZONE NUMBER AND CONTROLLER PROGRAM /VALVE SIZE f 1-4"3 �; "�., :: i' 32.54. 28.47 2$:Q.- 26.8 : ; ,.,..,,;: :;�.,.< - ..s , � /� `��. ..._._:...:it.__. . . ,...E":..,....-4..„�'� -•,o-:•.•:':....,.,,. ." ...,.........�.........rr" '} ,.�.,rk?" ,,:,,..+ tn^t,-- ��,.».,,...........,,., rlw ••....ti 't...,`�•f�ti " f::::;"' d 1, »:. : • , `36 5• '371,5" `�- , �' ' , a f. • „ ,., z k A u E �'�.: - .. , _ ---N„,,,.-- r :r DRIP ZONE VALVE: .. -`sFir{ue �_--'•c:a^•-,,: '-1r;;',-.-� �:::�'w - -„». .-.,-, ,::rc � ..r`' ''•r ,.,,;= f 5 s'. ��.,,_ -�' � CO, ':2'. CI) <_) ._ { 4 LAWN sl rturo ! .. ti \•H "' ` *' w ,:,4.... r_` ` ,:•.,. .` '.: Cio .. ?�` PLASTIC VALVE: HUNTER ICV-151 G-FG-AS-ADJ o ,� W PLASTIC FILTER: AMIAD 1-112 COMPACT w/80 MICRON STAINLESS SCREEN I m » .•, _. _ # • . ......„.........-.....,..,,.._%, . 1' ;�;�?` ,ri ~ ,A',,, f,) 1 ADJUSTABLE MICRO SPRAYS: Lu ... "..`-• ` �. _ _ _ LL R HOURP.S.I. RADIUS r. ., r. y� '-' ,.»....».,»_ 1 .. ..,..,......,.-,»,» ..,._.,„,� '�''' '' �•. :'�:'," ~->. . '�, ,»»,»,,.. -,.,_..•................ .-..-.,-....,-.............................._.............,....,.,,:.ter...• INSTALL 2 PER TREE AS SHOWN ON PLAN GALLONS PER PS "' �� ' �`� '4 • -��II :1 � ' + HUNTER SOLO-DRIP: SO-B-STK BARBED MICROSPRAY w/STAKE 12.5 20 2' a ^,,, 't-,,,», ; 11, �� • '�'' am. 1•••:'''''''.5 e,.,,»,.,,.,,.», ,», . .. END FLUSH CAP' w. - - • w » » >., INSTALL IN 10 ROUND VALVE BOX. INSTAL AT ENDS OF ALL DRIP LINE ZONES. • '=- ••;,,....,�{ .JA ... .« ., .` £ # c ,.may ..,„y;;.„. 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I - Z SCALE IN FEET O L204 ci, ,- co cr 0 LAND USE# SDR 2015-00004 r _' MINIMUM STATIC PRESSURE REQUIRED AT P.O.C. AFTER BACKFLOW INSTALLATION O ::::....,....::1)8 v0IRRIGATION P.O.C. 85 PSI 7,...0;s ! IF STATIC PRESSURE IS NOT MET CONTACT LANDSCAPE ARCHITECT PRIOR TO PROCEEDING. p J i � FINISH GRADE 1 d X PIPE DIAMETER 5 X PIPE DIAMETER cn: A� 117111 4\ I I I I (FREE SPACE) (FREE SPACE) N L7' REQUIRED REQUIRED I- _ _ WM —{BD _ UPSTREAM FROM DOWNSTREAM FROM FINISH GRADE El 1 L, FLOW SENSOR FLOW SENSOR MAINLINE O WATER PROOF , I- y �� CONNECTORS114121 OVALVE BOX iFLOW SENSOR TEEI I III _ 1/�IIRE MASTER VALVE =III=I I I 1 III= 4` _.MAINLINE MASTER VALVE — =III111=111=1 P FLOW 11=111— 1 1 1-1 —11 - VALVE BOX WITH QUICK COUPLER 1— ::;::::.::i FLOW— JJ = BACKFLOW DEVICE - SEE CIVIL PLANS .:::.:.: '. = =I I I�, ��o�°°��m° ■� = LOCKABLE LID Q8 COPPER SERVICE LINE 11 .- =I T I = d ° O D °� O —I I I� w Q 4 - �• ■ �� BRICK OR CONC. BLOCK C1 ,2� CONTROL WIRES - — — — _ FROM CONTROLLER - 1 1 • •0 • ��•�� —III—[ I—i I I�I I` n — = 4" DEEP (MIN.) DRAIN ROCK a g 3 DOMESTIC METER - SEE CIVIL PLANS 11 —III—I I=I I=I I I- _ 3" MINIMUM DEPTH OF —III III III �I —III III= .< O §7-E SCH. 80 TOE --- � � �—� i �—� � 3—� � � � � � � � � � � �—� � � O r 3/4"WASHED GRAVELF C7 NIPPLES STUB-OUT 8"-12" LONG F CITY WATER MAIN U) 0) POINT OF CONNECTION DIAGRAM NOT TO SCALE c2D NOT USED NOT TO SCALE c32 MASTER VALVE (NORMALLY CLOSED) NOT TO SCALE K41 FLOW SENSOR NOT TO SCALE Z Lil 1I 0 WATER PROOF CONNECTION(2) CO OZONE ID TAG L"J I- 15-1/2" VALVE BOX WITH COVER O L 0 k O z < n --!I 1-bathme �- ` © FINISH GRADE/TOP OF MULCH I 0 1 COTROL VALVE: SEE LEGEND ON L2.0 1,Y :� ,}.1, 0 O '`• ' IIN. 5CH 40 ELBOW: � �] YVF z < ��//��Afr3" IF VALVE IS 1" : USE 1" T x 1"T °iii IF VALVE IS 1.5" : USE 1_5"T x 1.5" T 1 if FINISH GRADE 11 ' _ IF VALVE 152 : USE 2"Tx2"T11 1 q rn �� • LL �,. III ,Iate■,M■ PVC SCH 40 NIPPLE HUNTER SPRAY HEAD, SEE w�lif�l'!�• i, (LENGTH AS REQUIRED, SIZED TO MATCH FITTINGS) IRRIGATION NOTES. �/ LU �� CONCRETE PAVER (4) LEGEND ON PLAN Li j 7 ;'poor :' 0I'0';�oQ°O J��, r�1 SCH 40 ELBOW: Z n 0 0 0 SCJ IF VALVE IS 1" : USE 1"T x 1"T ><I1 `�0 AQ," �� r OOdJ(�(� i•�� 1. CONTRACTOR TO VERIFY WITH OWNER AND UTILITY COMPANIES THE LOCATIONS OF ALL w 0 rI �i 0I il fo��QOrS��opC` F VALVE IS 1.5" : USE 1.5"T x 1.5"T ,,, �, 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 ❑ z AND ELEVATIONS OF ALL EXISTING UTILITIES WHETHER SHOWN ON THE PLAN OR NOT. THE 1111= Ill . PVC LATERAL PIPE SCH 40 NIPPLE: (4" LENGTH, HIDDEN) CONTRACTOR SHALL CALL UTILITY PROTECTION SERVICE 72 HOURS PRIOR TO z CO ^ O IF VALVE IS 1" : USE 1" T x 1"T CONSTRUCTION- O L.L IF VALVE IS 1.5" : USE 1_5"T x 1.5" T IF VALVE IS 2" : USE 2" T x 2"T .` SWING JOINT: 2 CONTRACTOR TO REPORT ALL DAMAGES TO EXISTING CONDITIONS OR INCONSISTENCIES PVCLLJ SCH 40 MAINLINE PIPE HUNTER 'PRO-FLEX'TUBING, WITH PLANS TO LANDSCAPE ARCHITECT. H 7❑ o PVC SCH 40 TEE HSBE 050 ELBOWS (2), 8 n O Q HUNTER SOLAR SYNC WIRELESS SENSOR MARLEX STREET ELBOW(1) 3. CONTRACTOR SHALL EXAMINE FINISH SURFACE, GRADES, TOPSOIL QUALITY AND DEPTH. DO Q SCH 40 NIPPLE: (9 OOMOUNT ON 2" DIAMETER GALVANIZED POLE A MIN IRRIGATION CONTROLLER IF VALVE IS 1" : USE 1" T x 1" T NOT START ANY WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. VERIFY ❑ IF VALVE IS 1.5" : USE 1.5"T x 1.5"T LIMITS OF WORK BEFORE STARTING. — J 10'ABOVE FINISH GRADE. SET MOUNTING POLE IN Al oon 12" DIA. 18" DEEP CONCRETE FOOTING. LOCATE O4 POWER SOURCE IF VALVE IS 2" : USE 2"T x 2" T SCH 40 COUPLER: 9 4- CONTRACTOR SHALL COORDINATE IRRIGATION INSTALLATION WITH INSTALLATION OF POLE IN LOCATION THAT MAXIMIZES DIRECT 1"1""IF VALVE IS 1 : USE T x S (DOWNSTREAM SIDE) LANDSCAPING AND DRAINAGE SYSTEMS. CONTRACTOR WILL BE RESPONSIBLE FOR r SUNLIGHT WITHOUT OBSTRUCTING RAINFALL O VALVE WIRE CONDUITCOORDINATION WITH OTHER SUBCONTRACTORS FOR INSTALLATION OF UNDERGROUND IF VALVE iS 1.5" : USE 1.5" T x 1.5" S (DOWNSTREAM SIDE) 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 FOR DOOR OPENING PVC LATERAL PIPE m CONTRACTOR AT THE TIME OF CONSTRUCTION. O WEATHER SENSOR 3" MINIMUM DEPTH OF 5. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL LANDSCAPE BEDS AND ALL LAWN _I FINAL LOCATION IS DEPENDENT ON SENSOR PVC LATERAL TEE AREAS. RECEIVER 3/4"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 5 CONTROLLER 1 WEATHER SENSOR NOT TO SCALE X66 SPRAY VALVE INSTALLATION NOT TO SCALE r7� POP-UP SPRAY HEAD SWEEPING L'S, COUPLINGS, AND STRAPS AS REQUIRED AND DIRECTED BY LANDSCAPE J '_ 2 NOT TO SCALE ARCHITECT. CONDUIT SHALL BE PAINTED AT THE DIRECTION OF THE LANDSCAPE ARCHITECT TO BLEND WITH MOUNTING SURFACE_ 8. CONTRACTOR SHALL PROVIDE VALVE OUTPUT LIGHTNING/ ELECTRICAL SURGE PROTECTION z FINISH prt,opE KITS AND 8' LONG COPPER GROUNDING ROD WITH #10 BARE COPPER WIRE FOR CONTROLLER —III—I I f—!I I�I I 1 1—; S RAINBIRD VB-STD VALVE BOX MEI I—III—I I /` � l III- ALSO PROVIDE PRIMARY PROTECTION KIT. PROVIDE SURGE PROTECTOR ON EACH LEG OF cL --1 I —1 11=I II— I / 11I 11=111-1 SCREENED BACKFILL 3" MIN. �` FINISH GRADE =111=1 I-11 -11 /llElii-1-111EIW1 112" MAXIMUM ROCK DIAMETERINCOMING POWER TO GROUNDING ROD-11 -111-111-1 I �j _ 1I—i I L I 1 I—I a12" MIN. _III=1 1111=1I /, , j% =111-11, 1 - LATERAL LINE 9. CONTRACTOR TO PROVIDE OWNER WITH KEYS AND HOSE SWIVELS FOR EACH QUICK PVC SCHEDULE 80 NIPPLE BOTH SIDES — - - _ //,�_�I I�_� DEPTH —III—III—III II -1 TRACKING WIRE, 6" COUPLER VALVE. El I 1=1 1=111=111 i?xPIPE DIA.—I —� 111,11411P" _ =11;-_-T-111E-LEI . ABOVE MAINLINE ONLY ti 10. CONTRACTOR SHALL PROVIDE A REPRODUCIBLE AS-BUILT IRRIGATION PLAN. PLAN SHALL BE _ ' M I i�'•�i MAINLINE — — _ �� - .3;� r 18" MIN. t: l 3 I— I _ 171771 ' V = _ _ — ,. ..(U} �F,• ,,.W:. I I -l111E 11E1 PREPARED, UPON FINAL ACCEPTANCE OF IRRIGATION INSTALLATION, ON A REPRODUCIBLE —� �4 . �r� ,r:•i +� — -- ATTACH IRRIGATION WIRE ISOLATION VALVE -I =�1=�1= I <k .'. SITE PLAN (PROVIDED TO CONTRACTOR BY LANDSCAPE ARCHITECT). AS-BUILT PLAN SHALL BE I=1 I= I ' '-"fi O IIS — — — — 4. - 'Lf. 1 -111-1 I —1 TO MAINLINE AT SUBMITTED TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL. III—I �'Q O •• =11 I—i[ ITI=ITI - } a a «II-1 1-ITI—I I- FIJI •o°-•..e — 3" MIN. DRAIN ROCK (314" CLEAN CRUSHED) =I 11=I I 1=111—f I i-Ii‘",;- r' . - 1'-' INTERVALS OF 25' 0" , �, III II—III—I I I—I I II I I H . z -I -1111i 1=111=111—'4''" i =-' MAINLINE - SIZE AS REQUIRED 11. CONTRACTOR SHALL PLACE A COLOR CODED ZONE MAP OF THE IRRIGATION SYSTEM INSIDE —III—III—III—� I I—� I I—III I I—� —ISI—III=11I—III—II1— III— _— _ OF IRRIGATION CONTROLLER 2x PI'E DIA.—_ rI� J CONCRETE PAVER Z =111E-1 lijj ITI I{11THTi 1111Ti' `ITI'"'ITI' 'i�1-11TH11TI ITI�ITI i CLEAN BUILDER'S SAND v J g 12. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PRODUCT SUBSTITUTIONS BY THE Sri , - PVC SCHEDULE 40 SxT COUPLER BOTH SIDES LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. PRODUCTS, MANUFACTURERS, AND H 0 j> i MODELS NOT IN COMPLIANCE WITH DRAWINGS AND SPECIFICATIONS MAY BE REJECTED BY Z :: -749 ' 0 THE LANDSCAPE ARCHITECT WITHOUT PRIOR WRITTEN APPROVAL. AT NO COST TO THE 1 1 s a --`` E �8ISOLATION VALVE r OWNER THESE ITEMS MAY BE REQUIRED TO BE REPLACED WITH PRODUCTS THAT ARE IN LLI _ , d 1 NOT TO SCALE 0 IRRIGATION TRENCH IN LANDSCAPE BED NOT TO SCALE COMPLIANCE WITH THE MANUFACTURERS AND MODELS ON THE IRRIGATION PLAN 13. THE IRRIGATION SYSTEM HAS BEEN DESIGNED TO OPERATE AT 65 PSI AFTER THE METER. IF D 05/13/11 HUNTER QUICK COUPLER THE PRESSURE IS LESS THAN 60 PSI, OR GREATER THAN 75 PSI, NOTIFY THE LANDSCAPE U --,04..,, ',,PF .001'- 8 , (44 LRC) IN 10" VALVE BOX FINISH GRADE "S" STAMP IN PAVING TO MARK SLEEVE ARCHITECT AND OWNER'S REPRESENTATIVE IN WRITING, PRIOR TO PROCEEDING WITH THE 0 FINISH GRADEINSTALLATION OF THE IRRIGATION SYSTEM- A PRESSURE REDUCING VALVE MAY BE EXPIRES 05/31/2018 Q DRAIN ROCK MIN. 3" (3/4" CLEAN CRUSHED) HARDSCAPE PLAZA OR ROADWAY PAVING �� Wray ; =iss-Ii NECESSARY FOR PRESSURES ABOVE 75 PSI. _ 0 I III —.... .__ SCH. 80 NIPPLE mm,•+•+••.•�•�••.* 2 H 11— _ • Cai�iri:ai.� :ri.6r � F- z_ — — ► 14. CONTRACTOR SHALL INSTALL CHECK VALVES WHEREVER AN ELEVATION DIFFERENCE OF 3 —III— CONCRETE PAVER (4) a �� ®��- SCREENED BACKFILL, 112" MAX. ROCK DIAMETER FEET OR GREATER OCCURS WITHIN THE SAME IRRIGATION ZONE. Z DATE 102ra512a15 I 0 Co 11-=111E I TRACKING WIRE. LOCATE IN TRENCH O DRAWN I PEG 1 _ ° 11= I- SCH. 40 STREET ELL. z - I1—I1 p IDE DIA t — AT 6" DEPTH ABOVE MAINLINE DEPTH I--' �t-i ° . ,I I- = I=III-, 1 ,x...1-1 I l= �� DESIGNED I PEG I1 c ■�� =1 11I-i = SCH. 40 ELL. 'ti ,. �: PVC SCHEDULE 40 SLEEVE FOR IRRIGATION LATERAL. N 4111 -. , �I—I�1—I I II 'rc{�`i6)_'7_-. Y -- - CHECKED I KSR `- cA EWE'1=1 I HI .�3.:<•::',''.) --:;-:,,1, --,. . -' PVC SCHEDULE 40 SLEEVE FOR IRRIGATION MAINLINE. SCH. 80 NIPPLE — _- PROJECT# 121509510 Q o �� 1-1.. E-111-1-1II 4yL`l� X 11_ PVC IRRIGATION MAINLINE PIPING G� =1I E SCH. 40 STREET ELL. Z _1 111-1111— 11 , `\A.. . SHEET TITLE _ •L. .1'''''..4': ".• I— IRRIG. DETAILS & NOTES Z u-I =111=-111=12x PIPE DEA. -, 2" PVC SCHEDULE 40 SLEEVE SHEETcn NUMBER a� '•'- �— SCH. 40 TEE OR ELL., TYP. JII 1 ''P 11_ —III- • o --- 1 ¢ FOR 2-WIRE SYSTEM CONTROL WIRES 7 2 : —m—nl—iii—iii—ill—i, L 7) _III-1I I—I I III 111,111=1I I1 11-1 I E MAINLINE �, � CLEAN BUILDER'S SAND % y1 o L205 ,9 QUICK COUPLER WITH LOCKING RUBBER LID 11 SLEEVE INSTALLATION UNDER PAVING 12 BLANK 1� IRRIGATION GENERAL NOTES U E• f ` NOT TO SCALE 2 NOT TO SCALE 1 LAND USE# SDR 2015-00004 LANDSCAPE PLANT MATERIAL SCHEDULE - SHRUBS LANDSCAPE PLANT MATERIAL SCHEDULE - SITE TREES LANDSCAPE PLANT MATERIAL SCHEDULE - STREET TREES o Lf, v- SYMBOL SHRUBS & ACCENTS 0 1n o cco SY BOL SITE TREES SYMBOL STREET TREES V � � co ITEM SIZE QTY. MATURE SIZE ITEM SIZE QTY. COMMENTS ITEM SIZE QTY. COMMENTS a o J O • oNACER CIRCINATUM 7 GAL. 48 REFER TO DETAIL 2 / SHEET L306 GVINE MAPLE 6'-0" O.C. MULTI-STEM MATURE: 15' HT. / 10' WD 1111L4'4.- wijkir c o rnPNW NATIVE I DECIDUOUS d> LIGUSTRUMJAPONICUM 'TEXANUM` 7 GAL. 30 REFER TO DETAIL 2 / SHEET L306 r`� CARPINUS BETULUS 1-1/2" CAL. / B&B 25 REFER TO DETAIL 4 & 5 /SHEET L306 �'cACER RUBRUM 1 112" CAL. / B&B 21 REFER TO DETAIL 4 & 5 1 SHEET L306 EUROPEAN HORNBEAM 3b' O.C. MATURE HT. 35' 1 WD. 30' 1E 9- JAPANESE PRIVET 6' 0"O.C. MATURE: 10' HT. 16' WD. RED MAPLE AS SHOWN MATURE: HT. 50'1 WD. 40' MEDIUM STATURE o�0► SUN TO PART SHADE / EVERGREEN 1 LOW / LARGE STATURE J t ACER CAMPESTRE 1-1/2" CAL. /B&B 8 REFER TO DETAIL 4 & 5 1 SHEET L306 ARBUTUS UNEDO 7 GAL. 6 REFER TO DETAIL 2 / SHEET L306 . 41,-��STRAWBERRY TREE 6'-0" O.C. MATURE: 8-10' HT. /6' WD. , - HEDGE MAPLE 30' O.C. MATURE HT. 35' 1 WD. 30' FULL SUN / EVERGREEN 1 LOW `� MEDIUM STATUREo0 MYRICA CALlFORNlCA7 GAL. 70 REFER TO DETAIL 2 / SHEET L306 M�- ZELKOVA SERATA 'SCHMIDTLOW 1 112"/B&B 28 REFER TO DETAIL 4 & 5 /SHEET L306 FRAXINUS PENNSYLVANIA 1-1/2" CAL. / B&B 5 REFER TO DETAIL 4 & 5 1 SHEET L306 WIRELESS ZELKOVA 35' O.C. MATURE HT. 24' /WD. 36' I PACIFIC WAX MYRTLE fi'-0" O.C. MATURE: 8-10' HT. 16' WD. GREEN ASH AS SHOWN MATURE: HT. 50' / WD. 40' SUN TO PART SHADE/ PNW 1 EVERGREEN 1 LOW LARGE STATURE0 I!\ 182 LARGE STATURE Rip RHOD. 'ANAH KRUSCHKE' 7 GAL. REFER TO DETAIL 2 /SHEET L306 SW SCHOLLS FERRY (WASHINGTON COUNTY) ANAH KRUSCHKE RHODODENDRON 4'-0" O.C. MATURE: 6' HT. /6' WD. ZELKOVA SERATA 'SCHMIDTLOW (WIRELESS ZELKOVA), MATURE CANOPY: 36' O SUN TO LIGHT SHADE/ EVERGREEN 1 MODERATE110111,0 ,111:4441k.` OVIBURNAM TINUS 5 GAL. 141 REFER TO DETAIL 2 /SHEET L306 1,136' STREET FRONTAGE DIVIDED BY 35' = 32.45 TREES 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 /SHEET L306 33*TREES REQUIRED ON SW SCHOLLS FERRY ROAD. SUN TO SHADE /EVERGREEN SOUTHERN MAGNOLIA AS SHOWN MATURE: HT. 70' /WD. 6b' '(5 TREES EXCLUDED DUE TO SLOW DOWN LANE, RETAINING WALL AND PUBLIC UTILITY EASEMENT MAKING IN UNFEASIBLE IED 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 40,A MAHONIA AQUIF. 'ORANGEE FLAME' 5 GAL. 161 REFER TO DETAIL 2 /SHEET L306 SW 135TH AVENUE (CITY OF TIGARD) oORANGE 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' Q B SUN TO PART SHADE 1 EVERGREEN/LOWACCOLADE ELM AS SHOWN MATURE: HT. 70'1 WD. 60' 8 TREES PROPOSED ON SW 135TH AVENUE PLANTED 30' ON CENTER. z' W R `.4 PRUNUS LAUROCERASUS 'OTTO LUYKEN' 5 GAL. 234 REFER TO DETAIL 2 / SHEET L306 LARGE STATURE 2 ,-L' 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) 11 O d ; iE,2 a ® VIBURNUM DAVID!! 3 GAL. 557 REFER TO DETAIL 2 / SHEET L306 CARPINUS BETULUS (EUROPEAN HORNBEAM), MEDIUM STATURE, MATURE CANOPY: 25' x a C7 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. t"", PART SHADE/EVERGREEN / LOW ZELKOVA AS SHOWN MATURE: HT. 65'/WD. 50' �*° , P1NUS MUGO PUMILLO 3 GAL. 51 REFER TO DETAIL 2 / SHEET L306 LARGE STATURE DWARF MUGO PINE 4'-0" O.C. MATURE: 3-5' HT. / 5-10' WD. FULL SUN / 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 ALNIFOLIA 1-1/2" 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 fROSAX'RADCON` 2 GAL. 134 REFER TO DETAIL 2 1 SHEET L306 \ , :� WESTERN SERVICEBERRY AS SHOWN PACIFIC NW NATIVE MATURE: HT. 20'/WD. 20' - SMALL ATTACHMENT 7 OF THE SUPPLEMENTAL ARBORIST REPORT FOR 135TH & SCROLLS FERRY, r KNOCK OUT SHRUB ROSE 4'-0" O.C. MATURE: 3-4' HT. / 3-4' WD. ' s �� JULY 27, 2015. GRAYED NUMBERS INDICATE EXISTING PRESERVED TREE. SEE SHEET L1.0. C ) FULL SUN / PINK BLOOM/ MODERATE Q ROSMARINUS OFF'CINALIS '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 ARP ROSEMARY 3'-0" O.C. MATURE: 6' HT. /2-4' WD. HARD SURFACE PAVING OR UTILITY BOX (TYP.) � ,_r I FULL SUN/EVERGREEN /LOW O PINUS NIGRA 6' HT. / B&B 10 REFER TO DETAIL 4 & 5 / SHEET L306 „�w z O NANDINA DOMESTICA 'FIREPOWER' 2 GAL. 495 REFER TO DETAIL 2 /SHEET L306 = AUSTRIAN PINE AS SHOWN PACIFIC NW NATIVE 1 O W FIREPOWER HEAVENLY BAMBOO 2'-O" O.C. MATURE: 30" HT. 1 30" WD. / MATURE: HT. 55'/ WD. 40' - LARGE .•-•,.:. I M SUN TO PART SHADE/ BEST COLOR/ EVERGREEN -/7/. \ J O RUDBECKIA FULGIDA VAR. SULLIVANTI!'GOLDSTURM' 1 GAL. 280 REFER TO DETAIL 2 /SHEET L306 // � \ -,.''r '- ; I COLOSTRUM BLACK EYED SUSAN 2' O.C. MATURE. 2 HT. 12 WD. I�' 111y` �" � + liLLI FULLSUN1LOW1 N A: IM -''' •1111-•,,,. 'O PENNISETUMALOPECUROIDES 'HAMELN' 1 GAL. 316 REFER TO DETAIL 2 /SHEET L30fi •,.; '.`'`EXISTING TREES °' � , s' ' 12 DWARF FOUNTAIN GRASS 30" O.C. MATURE: 2-3' HT. / 1-2' WD. ry W fi:.� -: ~-~``' I Lu 0- FULL SUN(HERBACEOUS / LOW EXISTING TREES ••'�� ;�•�:-� •�..;;�•�•`` ‹C MISCANTHUS SINENSIS 'LITTLE KITTEN' 1 GAL. 30 REFER TO DETAIL 2 /SHEET L306 ITEM COMMENTS `fr I LITTLE KITTEN MAIDEN GRASS 3'-0" O.C. MATURE: 3' HT. / 18" WD. • W FULL SUN/EVERGREEN / LOW „;- :. ':..:: f fr :s` Z0 CALAMAGROSTISXACUTIFLORA 'OVERDAM' 1 GAL. 90 REFER TO DETAIL 2 /SHEET L306 EXISTING DECIDUOUS TREE SEE TREE PRESERVATION AND REMOVAL SHEET r� I •�:-•� I J �/ OVERDAM FEATHER REED GRASS 2' O.C. MATURE: 2' HT. /2'WD. /BLOOMS 6' CONTRACTOR TO PROTECT IN PLACE ,• y.`"' " I L.L. FULL SUN/HERBACEOUS/ UPRIGHT I Il OO CEANOTHUS X'BLUE SAPPHIRE' 2 GAL. 20 REFER TO DETAIL 2 /SHEET L306 *11111 EXISTING EVERGREEN TREE SEE TREE PRESERVATION AND REMOVAL SHEET :: Jf^Ply Q V BLUE SAPPHIRE CEANOTHUS 4' O.G. 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I_ i VISUAL CLEARANCE AREA A +� ' - � ' i ' - i ' - ter ' - i ' _ .� ' - i ' - .+ - i - yam ' - -ow - i ' a 81 82 84 85 86 87_______ 7`� CO 1�-__ 88 89 90 91 92 93 94 1 SW HAWK'S BEARD S T- - ET I a ,,t:---v1. - - + - 4 4. s ,, `�- �{ 2 if F- - x .-0 6 +r N -"C' - 'a .x: w n - - .a4 - _ • f ! CO r .. b _ ... , _izi - :': i X,. .... ,•, �.` •z.:•-a.- ''ate "" ct, ` PROPOSED PROPERTY LINE ►�rr ~ 'r :�. £ >`7 ;` '� w� }w . 1 A s $; :,.,,.. PROPOSED EASEMENT/PUE LINE uJ w a : y n ;'• rf 'i;. r...$R r a'g 'r.,,,,,., :�.o° ,.a,,,,.,.,'`oeoo: .,,^9 :i 3' • r ,r F aacax:: A .3 #4.,ar� aZ r.1 '4 '1{ A. s ' +r, 1 2 Y OREGO iT) A U 05/1 ail l • EXPIRES 06/31/2016 5 I Ci 3ZI. 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MATURE: 15' HT- / 1 D' WD 50% JUNCUS PATENS 6 PLUGS/SF 11,010 PLUGS SEE CVIIL SHEETS CLEAN WATER SERVICES STORMWATER FACILITY PLANT DENSITY REQUIREMENTS: — — PART SUN / MOIST/ SINGLE a sir 50% CARER OBNUPTA 5,505 PLUGS EACH TREES PER ACRE = AREA IN SQUARE FEET X 0.01 SHRUBS PER ACRE = AREA IN SQUARE FEET X 0.05 L+? i"/ //' /'/ // PT 498 C WS NATIVE RIPARIAN/ZONE 2 MIX SEED 1,711 SF J SHRUBS & HER BAC IOUS i//// /////7 BY PRO TIME LAWN SEED 40 LBS /ACRE 1.8 LBS FOR RIPARIAN ZONE OF SWALES AND BIOFILTERS STORMWATER FACILITY -A 2,047 SF rrn� ITEM SIZE QTY. COMMENTS/SPACING FORMAT ,//.r ' '.•//'' 1 LB. / 1,000 SF LUPINE ADDED FOR COLOR PROPOSED TREES: 21 vJ PROPOSED SHRUBS: 103 Imo" CAST 'v. A - CORNUS SERICEA 1 GAL. 64 REFER TO DETAIL 2/ SHEET L306 F— -APT 499 CWS NATIVE WET AREA MIX SEED 3,797 SF Z " ""'TO, ' (• � STORMWATER FACILITY B 4,274 SF RED OSIER DOGWOOD 2' HT. MATURE: 10' HT. / 12' WD. BY PRO TIME LAWN SEED 10 LBS /ACRE 1 LB SUITABLE FOR SWALE AND BIOFILTER W • v_ R { "'""-" • ��i�i�i�i�i�iPROPOSED TREES: 43 . a 3,797 SF PART SUN /WET I CLUSTER ,�.�.w.�.�.�� 1 LB. /4,000 SF BOTTOMS THAT ARE INUNDATED " PROPOSED SHRUBS: 214 r',, I,AT GA o0 0 E EC3 0 PPACIIFIC N NEBARKHYSOCARPUS ITATUS 2'GAL. 64 MATURE: 15'REFER TO 5' HT.I/15'L 2 SHEET L3D6 , ,�� to `.�' `�`� SHADE/ MOIST/SINGLE STORMWATER FACILITY - C 3,766 SF 9 7/`c 7/`c 7/`c 05/1 /11 O ROSA PISOCARPA 1 GAL. 64 REFER TO DETAIL 2/ SHEET L306 PROPOSED TREES: 38 U %-4PE 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: -a WESTERN SPIRAEA 1.5' HT. MATURE: 6' HT. /5' WD. ALL STORM WATER FACILITIES WILL BE CONSISTENT WITH CLEAN WATER SERVICES' c% SUN /WET/ CLUSTER STANDARDS. REFER TO APPENDIX A: PLANTING REQUIREMENTS IN THE DESIGN AND Z DATE 1 02/05/2015 z5 o, CONSTRUCTION STANDARDS FOR SANITARY SEWER AND SURFACE WATER MANAGEMENT O DRAWN 1 PEG CD o MANUAL, (JUNE 2007) FOR INSTALLATION, MONITORING, MAINTENANCE AND WARRANTY CT ° RELATED TO ALL PROPOSED PLANTING IN THE STORM WATER FACILITIES. .� DESIGNED I PEG rq s PHILADELPHUS LEWISII 1 GAL. 63 REFER TO DETAIL 21 SHEET L306 CHECKED I KSR N LEWIS MOCKORANGE 2' HT. MATURE: 10' HT. /5' WD. U a E 1,711 SF PART SUN /WET-DRY/CLUSTER PROJECT# 1 21509510 U u u ' HOLODICUS DISCOLOR 1 GAL. 63 REFER TO DETAIL 2/SHEET L306 , O O O O O O i OCEANSPRAY 1.5' HT. MATURE: 15' HT. / 15' WD. SHEET TITLE 66 n, O O O SUN /DRY/SINGLE L. o, ,O r,O' O r,< SYMPHORICARPUS ALBUS 1 GAL. 62 REFER TO DETAIL 2/SHEET L306 N Cr) �� PLANTING - SWF Q •o SNOWBERRY 1.5' HT. MATURE: 5' HT. /6'WD, V J SHEET NUMBER `-- PART SUN/ DRY/CLUSTER Z `� RIBES SANGUINEUM 1 GAL. 62 REFER TO DETAIL 2/ SHEET L306 r y RED FLOWERING CURRANT 1.5' HT. MATURE: 10' HT./5' WD. 0 L3O5 SUN/ DRY/CLUSTER v o LAND USE# SDR 2015-00004 a inp , TREE INSTALLATION STEPS: 0 ti co 1. WHILE TREE IS OUT OF THE HOLE GENERAL PLANTING PLAN NOTES: J .9 • REMOVE WIRE BASKET COMPLETELY. 7. v O • LOOSEN TWINE FROM ROOTBALL AND O � w LI Icf- - - REMOVE COMPLETELY. 1. ALL CEMENT TREATED LANDSCAPE AREAS SHALL BE EXCAVATED A MINIMUM OF 6" BELOW co a)2 PLACE TREE IN HOLE. , ,,• BOTTOM OF TREAT AREA AND REMOVED FROM THE SITE. BACKFILL WITH TOPSOIL TO 4eORIGINAL GRADE PRIOR TO ADDING THE SPECIFIED AMENDED SOIL PER THE PLANS. 0)15c 3. UNFOLD BURLAP AND CUT AWAY AT LEAST 3/4 OF BURLAP. ` • ��." co 4. BACKFILL TREE ROOTBALL WITH 2. CONTRACTOR TO VERIFY WITH OWNER AND UTILITY COMPANIES THE LOCATIONS OF ALLa ... OA APPROVED AMENDED SOIL. v� .;. , - UTILITIES PRIOR TO CONSTRUCTION, TO DETERMINE IN THE FIELD THE ACTUAL LOCATIONS c4 ..- VAV -,,.,�� . AND ELEVATIONS OF ALL EXISTING UTILITIES,WHETHER SHOWN ON THE PLANS OR NOT. cn THE CONTRACTOR SHALL CALL UTILITY PROTECTION SERVICE 72 HOURS PRIOR TO o .1.,::‘11P 1 . CONSTRUCTION. r-- 0 o • c` INSTALL BARK MULCH IN 3' DIA ° 0 6 . • REMOVE CONTAINER FROM PLANT AND ..= -'s 3. CONTRACTOR SHALL EXAMINE FINISH SURFACE, GRADES, TOPSOIL QUALITY AND DEPTH. 0 �. Al r. -.. -.. - SAUCER. SAUCER SHALL BE n ° ,I/ f, •a SCORE ROOTBALLS TO LOOSEN ANY '-moi I 314"WIDTH PLASTIC TREE DO NOT START ANY WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. - XV .A. -.. .� SOAKED WITH WATER AFTER 1• 0 �� .' ° ROOTBOUND MATERIAL PRIOR TO _ _ •"* i''i a•._.- TIE -CHAIN LOCK OR VERIFY LIMITS OF WORK BEFORE STARTING. PLANTING. • AR A .r o INSTALLATION. r, � Ilk ';� APPROVED EQUAL O INSTALL BARK MULCH IN 3' DIA .a 4 ' � ;' 4 ; i. SAUCER. SAUCER SHALL BE i`="4 1 2"x2"WOOD STAKE DRIVEN 4. CONTRACTOR TO REPORT ALL DAMAGES TO EXISTING CONDITIONS AND INCONSISTENCIES r* � ;.;. J� FINISH GRADE ' �� BACKFILL WITH TOPSOIL. AMEND SOAKED WITH WATER AFTER -I �' � WITH PLANS TO THE LANDSCAPE ARCHITECT, .. ... -�. .. O O ��r;' !!�' .--- -�y+� 18" BELOW UNDISTURBED w ° TOPSOIL PER LAB ANALYSIS AND PLANTING. _, „�r ;' �I SOIL AND LONG ENOUGH 5. ALL PLANT MASSES TO BE CONTAINED WITHIN A 3" LAYER OF BARK MULCH BED, UNLESS ` „ �� PROJECT SPECIFICATIONS. TO SECURE LOWER 2/3 OF NOTED OTHERWISE. EQUAL +� 0 TREE TRUNK FROM SWAY. � r FINISH GRADE �I�I I �j //�� I I � I l�__ / 6. BED EDGE TO BE NO LESS THAN 12"AND NO MORE THAN 18" FROM OUTER EDGE OF PLANT o�m 1P"-'[ ti ; -[[ I [ • MATERIAL BRANCHING. WHERE GROUND COVER OCCURS, PLANT TO LIMITS OF AREA AS Q c4 0,N-ALL GROUND COVER SHALL BE PLANTED AT EQUAL r I [� 1, I I I[ I .[I I-[[ [, �I,�_� - Z z aL[. [ U SHOWN. _�_411- 6" 1 � 6' :�T- II III-III I I i 1 = z a 6-9.TRIANGULAR SPACING PER ON CENTER SPACING AS [ [t MIN11 -[l� [[t „ � [,•` BACKFILL WITH TOPSOIL - o ` MIN- I � � � - 7. CONTRACTQR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL LANDSCAPE BEDS. � � O � o SPECIFIED ON PLANTING PLAN. I _ ll IIMIMI- 5' [- -II .4[ „[ SCARIFY 4" DEEP -[[+. //� .. 4\ [[-[ TO MINIMUM DEPTH OF 18". 0 Q x a • 1 12" �/ /'� 1�I - AMEND TOPSOIL PER LAB 8. CONTRACTOR TO FINE GRADE AND ROCK HOUND ALL PLANTING AREAS PRIOR TO R" LOCATE GROUND COVER ONE HALF OF SPECIFIED _ II II II AND RECOMPACT . [[_ `i ,-[[_ [ -I [I- [ [[-[[Plll [[P I� i MIN ANALYSIS AND PROJECT SPACING DISTANCE FROM ANY CURB. SIDEWALK. OR -r �� F F I I w.. .. ,�� J - I PLANTING, TO PROVIDE A SMOOTH AND CONTINUAL SURFACE, FREE OF IRREGULARITIES [ II .., [ EMIIr�[l-�•><lt= [[= _ SPECIFICATIONS. (BUMPS OR DEPRESSIONS) & EXTRANEOUS MATERIAL OR DEBRIS. OTHER HARD SURFACE, UNLESS OTHERWISE NOTED ll C 11- ' ' I"" I I- -BACKFILL WITH APPROVED TOPSOIL. AMEND TOPSOIL [ [ [[ 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 IS A 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 AND DRAINAGE SYSTEMS. I- �1- GROUNDCOVER SPACING DIAGRAM NOT TO SCALE �2� SHRUB PLANTING NOT TO SCALE �3 EVERGREEN TREE PLANTING NOT TO SCALE 11. CONTRACTOR SHALL NOT REMOVE ANY TREES DURING CONSTRUCTION WITHOUT THE EXPRESS WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AS DIRECTED BY THE LANDSCAPE ARCHITECT. LU TREE INSTALLATION STEPS: 12. WHERE PROPOSED TREE LOCATIONS OCCUR UNDER EXISTING OVERHEAD UTILITIES OR 1 WHILE TREE IS OUT OF THE HOLE: • CROWD EXISTING TREES, NOTIFY LANDSCAPE ARCHITECT TO ADJUST TREE LOCATIONS. • • REMOVE WIRE BASKET O o 3" MULCH TOPSOIL NOTES: cn COMPLETELY • 0 .. ° 13. LANDSCAPE MAINTENANCE PERIOD BEGINS IMMEDIATELY AFTER THE COMPLETION OF ALL W • LOOSEN TWINE FROM ROOTBALL . NOTES. NOTES o 0 uTOPSOIL PLANTING OPERATIONS AND ACKNOWLEDGEMENT THAT ALL PUNCH LIST ITEMS HAVE BEEN CL AND REMOVE COMPLETELY. 0 • PLACE MULCH 3" / o 1. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AN ALTERNATE 0w 0 AWAY FROM TRUNK. o t) lik • o NUMBER IN THE BASE BID TO FURNISH AND INSTALL AMENDED TOPSOIL IN ALL LANDSCAPE COMPLETED BY THE CONTRACTOR. MAINTAIN TREES, SHRUBS, LAWNS AND OTHER 2 PLACE TREE IN HOLE. ° `,1 * 0 TOPSOIL DEPTH TO o o �. PLANTS UNTIL FINAL ACCEPTANCE OR 90 DAYS AFTER NOTIFICATION AND ACCEPTANCE. O • 0 BEDS AND SEEDED AREAS AS SPECIFIED BELOW UNLESS OTHERWISE NOTED. AMENDED < Cl.• 3. UNFOLD BURLAP AND CUT AWAY �� 116 ° • o , r' . WHICHEVER IS LONGER. WARRANTY ALL PLANTING FOR A PERIOD OF ONE (1) YEAR FROM AT LEAST 3/4 OF BURLAP. - o BE A MINIMUM OF 18" �� -I 1 • TOPSOIL SHALL INCLUDE ALL NECESSARY FERTILIZERS, ORGANIC AND INORGANIC ° ° IN PLANTER ISLANDS. 40111.., / 0 -iii----! AMENDMENTS, BASED ON INDUSTRY STANDARDS FOR EXCEPTIONAL PLANT THE DATE OF ACCEPTANCE. z 0 4. BACKFILL TREE ROOTBALL WITH • SEE STAKING DETAIL , < W APPROVED AMENDED SOIL. 00- i• ° �� '. TOP OF BARK MULCH• DEVELOPMENT. 14. REMOVE EXISTING WEEDS FROM PROJECT SITE PRIOR TO THE ADDITION OF ORGANIC ❑ 0 • ' t t� •- FOR STAKING IN • SCARIFY ALL PLANTING AREA SUBGRADE TO A DEPTH OF 6". INSTALL & TILL IN 2" PLANTERS. • + TO BE 1" BELOW AMENDMENTS AND FERTILIZER. o ..... . 0 ' G LAYER OF AMENDED TOPSOIL INTO SCARIFIED SUBGRADE AND RE-COMPACT TO 95%. >., 0 or, e BACK OF CURB • PROVIDE MIN. 12" DEPTH AMENDED TOPSOIL TO ALL PLANTING AREAS. A- • PROVIDE MIN. 18" DEPTH AMENDED TOPSOIL TO ALL PLANTER ISLANDS PLUS15. BACKFILL MATERIAL FOR TREE AND SHRUB PLANTING SHALL CONTAIN: ONE PART FINE�r o �� o .o' °• MOUNDING REQUIREMENT. GRADE COMPOST TO FOUR PARTS TOPSOIL BY VOLUME. INCORPORATE ANY SLOW Et W �/�° G� A Gp + NOTE"A RELEASE FERTILIZERS AND AMENDMENTS PER SOIL LAB ANALYSIS RECOMMENDATIONS. vJ lill DO NOT CUT �r •+ • . LANDSCAPE MOUNDING • 3/4"WIDTH PLASTIC TREE_ O 2. UPON BEING AWARDED THE CONTRACT, THE GENERAL CONTRACTOR SHALL COORDINATE MAIN LEADER •# -m.o. #�� TIE CHAIN LOCK OR ,G •• HEIGHT VARIES BASED ON 16. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT MATERIAL Z ~ 1 PLANTER WIDTH AS FOLLOWS, WITH A STATE LICENSED SOIL LABORATORY AND THE LANDSCAPE ARCHITECT, TO SUBSTITUTIONS FROM THE LANDSCAPE ARCHITECT 90 DAYS PRIOR TO INSTALLATION. LLI I- ° 1 t, • APPROVED EQUAL -1_ G DETERMINE THE SUITABILITY AND AVAILABILITY OF THE EXISTING SITE TOPSOIL. THE ° 0 TREE PLANTING ■ INSIDE MOUNDING CONTRACTOR SHALL SEND THE TOPSOIL TO A SOIL LABORATORY FOR ANALYSIS STATING PLANT SUBSTITUTIONS WITHOUT PRIOR WRITTEN APPROVAL THAT DO NOT COMPLY WITH �/ 0 , o THE DRAWINGS AND SPECIFICATIONS MAY BE REJECTED BY THE LANDSCAPE ARCHITECT ' r ' o REFER TO PLAN FOR LAYOUT • PLANTER HEIGHT THAT THE TOPSOIL BE ANALYZED FOR A LANDSCAPE CROP. AFTER RECEIVING AT NO COST TO THE OWNER. THESE ITEMS MAY BE REQUIRED TO BE REPLACED WITH W L.L Z INSTALL BARK MULCH IN 3' DIA. 6' MIN. BRANCHING a WIDTH RECOMMENDATIONS FROM THE SOILS EXPERT FORWARD A COPY TO THE OWNERS ❑ r n 0 BARK MULCH LAYER 3" DEPTH a PLANT MATERIALS THAT ARE IN COMPLIANCE WITH THE DRAWINGS. ! n 0 SAUCER SAUCER SHALL BE 11 HEIGHT ■ I 6' MIN. 3'-4' 3" REPRESENTATIVE AT WHICH TIME A DECISION WILL BE MADE BY THE OWNER AS TO L,` SOAKED WITH WATER AFTER BACKFILL WITH 18"OF TOPSOIL, ;; 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 UJ PLANTING. AMEND TOPSOIL PER LAB HEIGHT 5'-9' 6" SPECIFIED ON PLAN PRIOR TO INSTALLATION. IN THE EVENT THE PLANT MATERIAL IS NOT J ❑ 2"x2"WOOD STAKE DRIVEN 3. IF THE EXISTING TOPSOIL IS TO BE USED THE CONTRACTOR SHALL ADD THEZ 18" BELOW UNDISTURBED ANALYSIS AND PROJECT AVAILABLE IN THE SIZE SPECIFIED, THE CONTRACTOR SHALL SUBMIT TO THE OWNERS' Z O SPECIFICATIONS. El Mi 10'-20' 9" RECOMMENDED AMENDMENTS AND FERTILIZERS AS STATED IN THE SOILS ANALYSIS FINISH GRADE SOIL AND LONG ENOUGH REPRESENTATIVE, AND THE LANDSCAPE ARCHITECT, A WRITTEN ESTIMATE TO INCREASE 0 < _ ALONG WITH ADDITIONAL AMENDMENTS AND FERTILIZERS LISTED IN NOTE#6 AND#7 II iIEI �� I I TO SECURE LOWER 213 OF CURB ` BELOW PLANT MATERIAL (AND INSTALL) THE NEXT AVAILABLE CONTAINER SIZE PLANT (I.E. 4" POT ❑ lr�r1�4� I [ �_ TREE TRUNK FROM SWAY. s _� -�� TO ONE GALLON CONTAINER, 2" CALIPER TREE TO 2.5" CALIPER). Z --1H IIr. 1 �' PAVEMENT 401, :;;;-;tz- -� . lith VARIES -SEE NOTE'A'ABOVE J r -11-1 �'` ;[ - I11=1I I III=111 -..,,,.:�R. >ii _ -1 1=111-fie ' III=III=II Ifs=�„ , 4. IN THE EVENT THE EXISTING ON-SITE TOPSOIL IS OF POOR QUALITY (AS DETERMINED BY -1 �,,.u.7/', t 1I=111=Il 11 r 18. CONTRACTOR SHALL BE RESPONSIBLE TO IMPLEMENT BEST MANAGEMENT PRACTICES TO U I. 12" - _ -"ea _ •�r THE SOIL ANALYSIS) OR IS UNAVAILABLE FOR USE, THE OWNER'S REPRESENTATIVE WILL0 0 i � � - '� . �.=�:!I I !I II 11= I I , -1 !-I I 1=III-III . .�. . .. .. ..- I MI ►h►�[[- - .--..'.'"=°' 4 �� _ �` = /c STABILIZE ALL SLOPES 3:1 OR GREATER AND PREVENT EROSION OR MOVEMENT OF SOIL • - 11 t/` G•t�• a11CJ_ _ BACKFILL WITH TOPSOIL I Ili 11117),•- � i�i�. II I-II II1y „ . • MAKE A DECISION AS TO WHETHER OR NOT THE NUMBER FOR IMPORTING 9"OF AMENDED �1 I - , Ili I I TO MINIMUM DEPTH OF 18" 4.4.4044+444.44941 I -III I4// /T , ' ,-;_111_=-11 ;;,4.• 18 IN IMPORTED TOPSOIL WILL BE ADDED TO THE SIGNED CONTRACT AGREEMENT. FROM SLOPES. THIS COULD INCLUDE, BUT NOT LIMITED 70, EROSION CONTROL FABRIC, fi..fL Z ' �► ° r svI 111 � � r ��` =1 4154144414. STAKING, NETTING, AND STRAW WATTLES. SUBMIT METHOD OF SLOPE STABILIZATION TO '" -IT I II- I1F I I7- AMEND TOPSOIL PER LAB i�.,4i0448e �4+5,; �i _�i C fi _ ,4• 41-,"w4,-4-1 1 II i'II I I[[ II[[PIII II[[ ANALYSIS AND PROJECT � 444444$44/44"4"4484444.4,444404477,44,4.44�4 `i.' �WWi ! �; vei'! �!� "' :e,�v��.e�, '✓'4s4�� 5. IF AMENDED IMPORTED TOPSOIL IS TO BE USED, THE GENERAL CONTRACTOR WILL BE LANDSCAPE ARCHITECT FOR REVIEW AND WRITTEN APPROVAL 30 DAYS PRIOR TO m SCARIFY 4" DEEP , - SPECIFICATIONS. r��'�i��'� �� NOTIFIED IN WRITING BY THE OWNER'S REPRESENTATIVE AND THE CONTRACT MODIFIED IMPLEMENTATION. 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 AN ADDITIONAL SOILS ANALYSIS WILL BE REQUIRED FOR THE IMPORTED TOPSOIL. DECIDUOUS TREE PLANTING TO GROW(EXCEPT FOR DEFECTS RESULTING FROM LACK OF ADEQUATE MAINTENANCE AS ��FJ NOT TO SCALE �5� SOIL MOUNDING IN PLANTER ISLAND 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 SHALLZ PLANT GROWTH ARE ENCOUNTERED, SUCH AS RUBBLE FILL, POOR PLANTING SOIL, ALSO STATE RECOMMENDED QUANTITIES (BY PERCENTAGE OF WEIGHT "I.E. 2 LBS OF ADVERSE DRAINAGE CONDITIONS, OR OBSTRUCTIONS, PRIOR TO PLANTING. a 15-15-15 PER 1000SF) OF NITROGEN, PHOSPHORUS AND POTASH, NUTRIENTS AND ANY E LIMESTONE, ALUMINUM SULFATE, OR OTHER SOIL AMENDMENTS TO BE ADDED TO 21. PLANTING RESTRICTIONS- PLANTING IS NOT PERMITTED DURING THE FOLLOWING w PRODUCE A SATISFACTORY AMENDED TOPSOIL. FURNISH REPORT AND CONDITIONS, UNLESS OTHERWISE APPROVED IN WRITING: p RECOMMENDATIONS TO LANDSCAPE ARCHITECT FOR REVIEW AND WRITTEN APPROVAL 30 A. COLD WEATHER: LESS THAN 32 DEGREES FAHRENHEIT DAYS PRIOR TO MOBILIZATION. B. HOT WEATHER: GREATER THAN 90 DEGREES FAHRENHEIT w 7. IN ADDITION TO THE SOILS ANALYSIS RECOMMENDATIONS THE LANDSCAPE CONTRACTOR C. WET WEATHER: SATURATED SOIL 0 SHALL ADD 1 PART (2 " LAYER) OF APPROVED HUMUS MATERIAL TO 2 PARTS AMENDED D. WINDY WEATHER: WIND VELOCITIES GREATER THAN 20 M.P.H. TOPSOIL. SUBMIT CUT SHEET OF HUMUS MATERIAL(CERTIFIED FINE COMPOSTED YARD 22. ALL PLANTING AREAS SHALL BE WATERED WITH AN AUTOMATIC UNDERGROUND DEBRIS) TO LANDSCAPE ARCHITECT FOR REVIEW AND WRITTEN APPROVAL PRIOR TO IRRIGATION SYSTEM. MIXING. c.- 23. DO NOT LOCATE TREES IN EASEMENTS. J 8. PRIOR TO PLACEMENT OF TOPSOIL SCARIFY AND LOOSEN SUBGRADE OF PLANTING BED COAREA TOA MINIMUM DEPTH OF 6 INCHES. REMOVE STONES LARGER THAN 1" IN ANY 1J J F.-- 24. SEE CIVIL PLANS FOR EXISTING TREES TO REMAIN ON SITE. 61ST• ' DIMENSION AND STICKS, ROOTS. RUBBISH AND OTHER EXTRANEOUS MATERIALS. REMOVE H 4 WEEDS FROM EXISTING SUBGRADE AND TREAT WITH NECESSARY HERBICIDE TO PREVENT 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' MINHT. Q .OF LOOSEN SUBGRADE TO CREATE A TRANSITION LAYER. PLACE REMAINING HALF OF THE ::.r'° •s•:..,.,.,., PLANTING SOIL MIXTURE TO THE DEPTH REQUIRED TO MEET THICKNESS, GRADES AND r-{UJ 'AKA•, L, ELEVATIONS SHOWN, AFTER LIGHT ROLLING AND NATURAL SETTLEMENT. d' � , LT,rn r � G5/13/11 9. WITHIN TREE WELLS & PLANTER ISLANDS, REMOVE EXISTING SOIL AND OTHER DEBRIS, TO V t � A MINIMUM DEPTH OF 18" AND REPLACE WITH AMENDED TOPSOIL, ADD ADDITIONAL SOIL 0 AS REQUIRED PER DETAILS AND NOTES,--(1.) E%PIRE$ 05/31/2018 10. THE CONTRACTOR SHALL SUBMIT TO THE LANDSCAPE ARCHITECT. SHIPPING TICKETS FOR 0 J IMPORTED TOP SOIL AND HUMUS MATERIAL 60 DAYS PRIOR TO INSTALLATION FOR REVIEW Z DATE 10210512015 ct 13 AND WRITTEN APPROVAL. 0 DRAWN I PEG t DESIGNED I PEG NJ s N „ �J/ ) CHECKED I KSR PROJECT#E 121509510 CO co SHEET TITLE i- PLANT DETAILS & NOTES 0, .o V J SHEET NUMBER N Z EN Q L306 � (6) TOPSOIL NOTES ) PLANTING GENERAL NOTES U LAND USE# SDR 2015-00004 .s," • IlilK/, E , . . . LIGHTING SCHEDULE • _ MKE Ii ASSnEIATES INC QQNBIULTI1VfJ GN011iiiR■ i 1...-;._-:-: '' � � 6915 SW MACADAM AVE. SITE LIGHTING - _ !� / SUITE 200 ,�/ �!/ PORTLAND, OREGON 97219 � ' ..------.-- ____________________.7..__..i_._______"...,_____ IPHONE: 543.$92.1188 'SAI' POLE MOUNTED AREA LIGHT. TYPE 3 DISTRIBUTION AND HOUSE SIDE SHIELD. 10OW P5 MH LAMP. MOUNTED ON A 14'-0" POLE. FLAT TEMPERED GLASS :I-•• • �' �� / TF FAX: 503.892.1190 LENS. BLACK FINISH. FIXTURE TO BE NIGHT SKY APPROVED. a ' � / CONTACT.,.TOB N SATEEN :./...,,er go' U5 ARCHITECTURAL LUM-SEG III-100P5 MH-MT-1-XXX-HS � s - l !/� / engineering®mke-inc.com y• _ !// / 'SA2' POLE MOUNTED AREA LIGHT. TYPE 3 DISTRIBUTION. 150W PS MH LAMP. MOUNTED ON A 20'-0" POLE. FLAT TEMPERED GLASS LENS. BLACK FINISH. �— !�� I FIXTURE TO BE NIGHT SKY APPROVED. , ,- - .,--->S44-1- 0 1 US ARCHITECTURAL LUM-SEG III-150PS MH-MT-1-XXX • .'�/ °: i iii•+. • . 'SA3' SAME AS TYPE 'SA2' EXCEPT WITH HOUSE SIDE SHIELD OPTION. ,y' !✓j• / !/ 'SB' LINEAR CARPORT FIXTURE. POLYESTER FIBERGLASS HOUSING. FULLY GASKETED RIBBED ACRYLIC LENS. 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Contractors&Engineers gE,+278 _ "SUMMER CREEK APARTMENTS" N ° �� I I SITE LIGHTING PLAN o N 4 ) / . �� LIC.#110521 rn // ELEC.437.692C Z ti 13650 NE WHITAKER WAY TEL(503)255-1818 0 W N PORTLAND,OR 97230 FAX(503)255-1919 Lu °0"' 1 SITE LIGHTING PLAN r%k PROPRIETARY STATEMENT CO' E 1 O SCALE: 1" = 30'-0" 1 THE ELECTRICAL DEMAND CALCULATIONS ON THESE N 0 15' 30' 60' DRAWINGS ARE FOR THE EKcws4vc usE/coHSTRucTiow 12 :1E102 Er BERCELECTRIC CORPORATION. THESE DRAWINGS O BE USED FOR COMPETITIVE RIDDING d m ARE TANY REUSE OR REPRODUCTION OF THESE w tJ DOCUMENTS WITHOUT WRITTEN PERNt540N OF Q Q BERGELECTRIC CORPORATIONSRISERV STRICTLY FORBIDDEN. ALLJ o`X ANT REPROOUCflON OR MODIFICATION OF THIS DOCLNENT IS PROHIBITED WITHOUT THE PERWSSION Or i1KE &ASSOCIATES, INC. ,--- liiIK/J e LIGHTING SCHEDULE -Ni : AUTEINNIKEC CONSULTING. FNfaINFFRB • • MECHANICAL AND ELECTRICAL SYSTEMS SITE LIGHTING 6915 SW MACADAM AVE. • �� SUITE 200 .. ° • /��// PORTLAND, OREGON 97219 -f I PHONE: 503.892.1 188 'SAI' POLE MOUNTED AREA LIGHT• TYPE 3 DISTRIBUTION AND HOUSE SIDE SHIELD. 100W PS NH LAMP. MOUNTED ON A 14'-0" POLE. FLAT TEMPERED GLASS - - /f�� / -�F FAX: 503.892.1 190 LENS. BLACK FINISH. FIXTURE TO BE NIGHT SKY APPROVED. ° �� J s �', ifi / CONTACT...TOBIN BATEEN US ARCHITECTURAL LUM-SEG III-100PS MH-MT-1-XXX-HS / a - - ..-----'-"-co /� / engineering®mke-inc.com 'SA2' POLE MOUNTED AREA LIGHT. TYPE 3 DISTRIBUTION. 150W PS NH LAMP. MOUNTED ON A 20'-0" POLE. FLAT TEMPERED GLASS LENS. BLACK FINISH. fi ��y -- O/ FIXTURE TO BE NIGHT SKY APPROVED. - - iSAR7 '" 1 US ARCHITECTURAL LUM-SEG III-150PS MH-MT-1-XXX , °if 11')-:.; ''•': .SA3. SAME AS TYPE 'SA2' EXCEPT WITH HOUSE SIDE SHIELD OPTION. ° .� fy y !SO I 'SBS LINEAR CARPORT FIXTURE. POLYESTER FIBERGLASS HOUSING. FULLY GASKETED RIBBED ACRYLIC LENS. 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IX- a "SUMMER CREEK APARTMENTS" In o ° SITE LIGHTING a .► - LIC.#„052, PHOTOMETRIC PLAN .- • - ELEC.#37-692C Z 0 13650 NE Wi-IITAKER WAY TEL(503)255-181B E., N PORTLAND,OR 97230 FAX(503)255-1919 <_^ �ko - � SITE LIGHTING PHOTOMETRIC PLAN z% PROPRIETARY STATEMENT CO CO E 103 SCALE: 1" s 30'-O" mo THE ELECTRICAL DESIGN AND CALCUUTN»rs ON NESE 0 r 0 15' 30' 60' DRAWINGS ARE FOR THE EXCLUSIVE USE/CONSTRUCTION E103 I-1 BY BERGELECfltlC CORPORATION. THESE DRAWINGS OF THESE d U PURPOSES.M 6 WIT 1PEUSEOR REPROMICH15.S10N Of r 3 BEROEIECTRIC CORPORATION IS STRICTLY FORBIOOEN. 0 p _ ALL RIGHTS RESERVED. O.X ANY REPRODUCTION OR MODIFICATION Of THIS DOCUMENT IS PROHIBITED WITHOUT THE PERMISSION Of MKE 4 AS'OCIATES, INC.