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Plans (50) Greenburg Apartments Building#1 9510 SW Greenburg BUP2015-00330 Building#2 9520 SW Greenburg BUP2015-00331 Building#3 9530 SW Greenburg BUP2015-00332 Building#4 9570 SW Greenburg BUP2015-00333 Building#5 9580 SW Greenburg BUP2015-00334 Building#6 9590 SW Greenburg BUP2015-00335 ci CONSTRUCTION SIGHT DISTANCE 1n NOTES ® GENERAL NOTES *- NORTH: 800 FT 1. CONCRETE VERTICAL CURB PER 10/C8.9 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF TIGARD. THE CURRENT EDITION OF THE UNIFORM SIGHT DISTANCE ND 2. CONCRETE SIDEWALK PER 11/C8.9 PLUMBING CODE. AND THE INTERNATIONAL BUILDING CODE. REQUIRED: 350 FT +> r. ALL WORK IN THE PUBUC R.O.W. REQUIRES A PUBUC WORKS ® RETAINING W,Ul 3. FIRE HYDRANT ASSEMBLY W/GATE VALVE PER 93/089 PERMIT. 3'Y"s 1 FIRE HYDRANT 4. 4'PAINTED WHITE PARKING STRIPE 2. =WAD& EXCAVATE FOR SLABS, PAVING AND OTHER IMPROVEMENTS TO SIZES AND LEVELS SHOWN OR REQUIRED. y. s i" • " ® ® CATCH BASIN ALLOW FOR FORM CLEARANCE AND FOR PROPER COMPACTION < a } . 5. ADA ACCESSIBLE PARKING PER 6/C8 2 fi I � OF REQUIRED BACKFILLING MATERIAL EXCAVATORS MUST t` / ASPHALT 8. 6'CONCRETE CROSS WALK PER 12/089 COMPLY WITH ORS 757.541 THROUGH 757.571; EXCAVATORS © SHALL NOTIFY ALL UTILITY COMPANIES FOR LINE LOCATIONS 72 ! •� CONCRETE PADS AND SIDEWALK 7• ADA ACCESSIBLE SQUARE WING RAMP PER 8/08.1 HOURS(MINIMUM) PRIOR TO START OF WORK. DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE CONTRACTOR'S / ,.. / Nil V [1 O & TRASHENCLOSURE PER ARCH EXPENSE / • rt,:' / / VERTICAL CURB PER X/089 3. MUSTDEVICES E� BEQUICONTROL NSTALLED IAND S QUIN MAINTAINED CONTROL F 9. BIKE PARKING COORDINATE WITH ARCH >• - ��1(.3A. �� PROPERTY LINE Gk'j �Q'V1 f 1* g d I3 A 10. LANDSCAPE AREA SEE LANDSCAPE PLANS OREGON DEPARTMENT OF ENVIRONMENTAL QUALITY(DEQ) . � �: ��� WATER METER VAULT STANDARDS 7HE GOVERNING JURISDIC110N SHALL AT ANY CONTROL 1 ���, 1014' . y DIVISION. DOUBLE CHECK VAULT 91. MAX 36' HIGH MODULAR BLOCK RETAINING WALL, DRAINAGE TIME, ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO / / s �SJ�; } +t ."I L 1 ° o MANHOLE OR ACCESS UD PER 2/089 4. EFFECTIVE DRACCOMPLISH AINAGE EFFECTIVE NTROL EROSION REQUIRED. DRAINAGE SHALL /am( / �� • 12. CITY OF TIGARD PUBUC SIDEWALK, SEE PUBUC IMPROVEMENT BE CONDwu_ED WITHIN THE wpm SITE AND SHALL BE SO r ,r; / �i Evergreen Builders, LLC PLANS ROUTED THAT ADJACENT PRIVATE PROPERTY. PUBUC c/o Joe Westerman / ' / ®Ba © 3' 13. CITY OF TIGARD COMMERCIAL DRIVEWAY, SEE PROPERTY, AND THE RECEIVING SYSTEM ARE NOT ADVERSELY 7420 SW Hunziker Road, tilt -4I PUBLIC IMPROVEMENT PLANS IMPACTED. THE GOVERNING JURISDICTION MY, AT ANY TIME Suite D yy �'� �i��l ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO Tigard,Oregon 97223 / If ate' �'�'yI6/I��. 0 14. WATER METER IN VAULT PER UTILITY PLAN ACCOMPLISH EFFECTIVE DRAINAGE CONTROL 5 CONTRACTOR SHALL ADJUST ALL STRUCTURES IMPACTED BY n ��} '4111* IF 15. DOUBLE CHECK VALVE IN VAULT PER UTILITY PLAN CONSTRUCTION IMPROVEMENTS TO NEW FINISHED GRADES. Jt B� 6. REQUESTS BY THE CONTRACTOR FOR CHANGES TO THE PLANS` ® �� ',,.® gyp •M��ig 16. IRRIGATION POINT OF CONNECTION MUST BE APPROVED BY THE ENGINEER. F � �..-- 'Wit' i 8. , 17. ROCK DRAINAGE TRENCH, SEE C2.2A / / V / i':iIJ ` 4 98/i 142 - r � e t 19. CONCRETE WHEEL STOP PER 9/C8.1 Greenburg Road 20 r 5^�' }g_ ` . TRUNCATED DOME ADA DETECTABLE WARNING PER 2/C8.2 Apartments50 SW Gr burg Rods / �� :. .. Tigard,OR 9720221. ADA ACCESSIBLE RAMP PER a / ' • !Is r R� ii:i::::?::•:?i??:?:i? • ':. � ® 22. TEMPORARY AC PEDESTRIAN(CONNECTION23. / // $ dOLi ARD$ / •Q� �� 4Y.•:::• •:. :::. AND RESCUE i i 1 t GRAASSCRETE SURFACE SIGNAGE OR TUALATIN VALLEY FIRE Buil s Design, in � der n c. 925 ei • ... APPROVED SURFACE COORDINATE WITH OWNER ;. , n 4,2 .:.::.. .. .... ............ . .. :�� �� Portland, 0R997220 t. f S `�2 Office: 52-3453 ,_., i t ...''': '-' -- / '''..e '.-',..,...•......:.-..:.:.:......6...'...:.::..::.....:•:-......:-:'::::ai:A409:.:.' 4444tt i/ .•i ...,,....-..-.- ,--.:6".:.:•:.-:•::::::::.:.:::- 0 ,:i.:.::•:-:::.:.:•:1::::::::::::'::'.•-•- 441,' 'cr'k - s (r) , ,. .:I te4.:: 0 ,.. �e 0' .ie co .-.,40,0 :::::.:::::45..::.:..:::::::.:.•::::::::: 40.*:-.,:....a....:::: ::.:::... ...-::. ..:* ....-..:,..:...i.. , ... ..%. m may, :-'1:7•'.!::-:•:-:-:•:-:::::::::1-1•1•:.:•:•::-;-:-: 1:..... ,• ,• 4iiittit � D G I W ci9 0 1 „ .._ 4:: :ii::' ::?%:?:r _:::•i:'i::':::::::::: ::is :: ' :S4): !? ' :4: ::::::{4::•:' ... : • `::: :: :: ' *: / i SIGHT DISTANCE TO - OREGON i r SOUTH: 435 FT ... .. ::. ':.;:_,:: a'E ii'Lp° / SIGHT DISTANCE .. .... .. .. ...................... .:: +�+::.�.'-::;. - �;.::::::::::: : : : : . REQUIRED: 350 FT •-•11%• 0 .. .. ® ::{ :;:..•i? ::.. :::::, ammo 4 fro .. .-.:.,.::::::::...::....::::.:*0:.1.:::::.:.... ......-..:-. .-.-...... : '::::::::..:•:-:•:•:•:••••••:.:-:-:.:.:•:-::.:.:5: •••••:::::r :::: Expires 08/302017 ::::. �:"`: :' ens'::::::: ::::::::::.;::rte':::: .. / / SITE DATA •••• ,,��pp�� �r:� � (C) carrracHr zms 'NJ 75: ..q.S::::::::i::: �4:::::..::::: ::i�r:: :::'::::1:•:11:1:1:1.::::::1:•1:1:1::P::::::::.::::2::.... suMwT ENaeEE•x+G uc L ... . . THESE DRAWINGS ARE iF1E SITE AREA \ -"�: ..1 ::f?•"?i:�i�: •:::::::::?: . ..L... .i :: :::: �::::::::i �:`.�:':. _.: vRo�Rn a-suuMn EHcwmnRG ::�::r + --"i... LLC ANO ARE NGT TD i3E USED OR LOT AREA 66.453 SF '?;....... . . ... ..... .. .... . ...:. IN ANY MEN ASPHALT PARKING 28 -�, . ::%:::. i '::::r::.::r:.:.: ::::.:•. ::::::. a •••••••••••en aTn�io�wlz�A a ........:: .545 SF t A 91. .. �::,:::,:,:,:,� 1_ a :''¢!..i :11kl T. :.:y.6.: - LESS PARKING STALLS 98,404 SFlk, .: / LANDSCAPE AREA 11.415 SF (97.27 � ,.,. ' " _••�,••••� �����y� ".:;....,__.m.7.,;' / REVISION SCHEDULE:`,' # feliell416116131/211"1511WIMMICI .-`• •��=.� • .. .. • • ,» REVISION DELTA ISSUE DALE / OUTDOOR SPACE IVATE 3.252 SI ��� rL �i ==• . �� f , : till' • PUBLIC 94,928 SF -..nk. • - © :�: • / TOTAL 98.178 SF '\'14.4.A... � 125' '• .7.--'- '.• r i= .•_�. •_J � N BUILDING AREA 20,951 � :, grg .� � ,-. UNIT COUNT -3? ` /!. © t I .��6 // // 1 BEDROOM ,?UNITS :•. 10 � 10 SHEET TITLE: PLAN 2 BEDROOM 28 UNITS aE TOTAL PROVIDED I UNITS '` .� ` m■' jj 24 W A L�-\,... All TOTAL REQUIRED G 1 BdUNITS _ ,---- ! r-iv II _ e 2' 256.64'MIMI 24.03 VEHICLE PARKING SPACES STANDARD 43 SPACES / _ COMPACT 43 SPACES I DRAWN BY: JIM / ADA 2 SPACES TOTAL PROVIDED 88 SPACES APPROVED BY:Jill II / / TOTAL REQUIRED 88 SPACES SHEET: BICYCLE SPACES PROVIDED 33 SPACES ,- BICYCLE SPACES REQUIRED 33 SPACES /.� 1 SITE PLAN C21 NOTE BICYCLE RACKS TO BE LOCATED AT UNDERSIDE OF �, C2.1 GITIR5iIMT9 NOR. SCALE 1'•• 20' EACH STAIR, 10 0 5 10 20 - (13) TOTAL UNDER STAIR SPACES (IN FEET) / / - (20)TOTAL ON SITE BIKE PARKING SPACES(2.5'X6') JOB NO.: 15-066 CATCH BASIN DATA UTILITY NOTES ID RIM IE OUT DIAMETER TYPE 1. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL WORK N PIPE RESTRAINT CHART g� SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF TIGARD, 1 242.96 239.66 4" STEEL 24"x24" 229 PROPOSED 1-FT CONTOUR FITTING TYPE SIZE RESTRAINT ALONG PIPE THE CURRENT EDITION OF THE OREGON SPECIALTY PLUMBING CODE, -230- PROPOSED 5-FT CONTOUR THE INTERNATIONAL BUILDING CODE,AND ANY OTHER GOVERNING licii,....1 2 242.04 238.79 4" STEEL 24 'x24" -- - EXISTING 1-FT CONTOUR 4" 8 FT JURISDICTION THAT THIS SITE FALLS ORKS ALL WORK IN THEPUBLIC R.O.W. REQUIRES A PUBLIC WORKS PERMIT. EXISTING SA CONTOUR 22.5'BEND 2. THE WORKING RYDRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO .3 241.04 238.04 4" STEEL 24'x24' s SS PROPOSED SANITARY SEWER 6" 70 FT NOT SHOW EVERY OFFSET,BEND,OR ELBOW REQUIRED FOR- 7�'"INSTALLATION IN THE SPACE PROVIDED. THEY DO NOT SHOW EVERY4 239.29 236.04 4" STEEL 24"x24" ®ST PROPOSED STORM SEWER4" 15 FT- -- PROPOSED WATER LWE DIMENSION, COMPONENT,PIECE,SECTION,JOINT OR FITTING /45'BEND REQUIRED TO COMPLETE THE PROJECT.ALL LOCATIONS FOR WORK -5 236.30 234.30 6" STEEL 24"x24' _ PROPOSED FOOTING DRAIN 6" 21 FT SHALL BE CHECKED AND COORDINATED PATH EXISTING CONDITIONS \• \iY�, f; RETAINING WALL DRAINAGEIN THE FIELD BEFORE BEGINNING CONSTRUCTION.EXISTING_ 6 235.81 233.59 6" STEEL 24"x24" 4" 37 FT UNDERGROUND UTILITIES LAYING WITHIN THE LIMITS OF EXCAVATION 'i ' / f X1. -CD- PROPOSED WATER METER / 90'BEND SHALL BE VERIFIED AS TO CONDITION,SIZE AND LOCATION BY ✓ // f NOTE CONTRACTOR TO INSTALL DUCTILE IRON PIPE ON UNCOVERING,PROVIDING SUCH IS PERMITTED BY LOCAL PUBLIC r / �/; / OUTLET OF CATCH BASINS AND MAINTAIN DUCTILE IRON UNTIL {� PROPOSED BACKFLOW 6' 51 FT AUTHORITIES WITH JURISDICTION,BEFORE BEGINNING CONSTRUCTION. z / / /'�.� _ / (18)INCHES OF COVER IS ACHIEVED. (� DEVICE IN VAULT 4" 88 FT CONTRACTOR TO NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. / u " IE(4")STORM= 241.70 DEAD END 3. PROVIDE CLEANOUTS AS REQUIRED IN THE CURRENT UNIFORM *"'/, IL- --, � STORM- • .xp _ '41 2g2,30 CONTRACTOR TO MAINTAIN MIN. I' 6" 123 FT PLUMBING CODE CHAPTER 7,SECTION 707 AND 779,AND CHAPTER f t --p • 4"STORM O 1.59. OF COVER OVER STORM UNE 4" 71 FT tT,SECTION 1103.04. NOTE: NOT ALL REWIRED CLEANOUTS ARE / - f �� IE(4")SAN SHOWN ON THE PLANS. Lf ' * / �/84* STUB= IE(4")STORM=241.08 OVER TEE* 4. ALL STORM PIPING IS SIZED FOR A MANNING'S N VALUE= 0.013. / / F F �.241 72ii IE(4") SAN=240.60 6' 106 FT ALL STORM PIPING IS DESIGNED USING CONCENTRIC PIPE TO PIPE / ./-/' / AND WYE FITTINGS,UNLESS OTHERWISE NOTED. Coee if 114/441 r 4"SANITARY 0 2%MIN. *RESTRAINT ALONG BRANCH 5. PER SECTION 718.3 OF THE OREGON SPECIALTY PLUMBING CODE, Evergreen Binders, LLC ' / �igi -10‘ \ IE(4")SAN 1. WATER SUPPLY UNES JOINTS SHALL BE RESTRAINED UTILITIES SHOWN UNDER OR WITHIN 5'OF ANY BUILDING OR c/o Joe Westerman v ^�i ')!'� + STUB= FROM EACH FITTING SHOWN A MINIMUM OF THE DISTANCE STRUCTURE(INCLUDING ANY FOUNDATION DRAINAGE PIPING),OR 7420 SW Hunz'ker Road, Y' _, / / / *Ira* ' 240.90 SHOWNTHISCHART. THAN1' SURFACE. E Suite D !� INLESS BELOW THE GROUND ARE NOT TO B s ( ���fl`/�/l/(/wllr/y f ..rte IE(4')SAN=239.50 ASSUMED2 0 PSTEST PRESSURE USED UNDER ORUCTED F'ITH NR BUILDING. TABLE IALS OTHER THAN T7ot ANDSE PSECTIONROVED O BE Tigard, Oregon 97223 .0 / ►*, 9//,p IE(4")STORM= 240.00 Q ®f VI ��( 931� e �„ "'�. IE(6')SAN=239.42 CONTRACTOR TO MAINTAIN MIN. 3 FT DEPTH OF BURY 1101.3 LISTS APPROVED PIPE MATERIAL FOR SANITARY AND STORM ¢ ! 1,�E4 I '� 1.5 FACTOR OF SAFETY DRAINAGE,RESPECTIVELY. :7 OQ- / I /�j��y�3r ' ��p - 6"SANITARY 0 2%MIN. 0 OF COVER OVER STORM LINE LENGTH OF SOIJD PIPE EITHER SIDE OF TEE 4 FT 6. VERIFY LOCATION,SIZE AND DEPTH OF EXISTING UTILITIES BY • (�J�l...mulct- V. / , .RQ�/� (5(4')SAN ALONG PROPERTY UNE, AND TO 2. ALL WATER UNES SHALL FOLLOW THE CURRENT POTHOLING PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY .Q / �.4, ,..,,, _ STUB- ENSURE THE STORM UNE IS OUT STANDARDS OF THE TUALATN VALLEY WATER DISTRICT DISCREPANCIES. `� ���;-`� IE(4")SAN OF THE ZONE OF INFLUENCE OF I:; HBLLY �� � 2• 3. /f8. FOONNS ARE REQUIRED AT ALL FOUNDATIONS AND BACK/ . / 1�_..r( Z / ALL/WATERj}NEbili yIVV ,� ® a. UBLIC WATER UNE JOINTS SHALL FOLLOW THE 9. WHERE CONNECTING TO AN EXISTING PIPE, AND PRIOR TO ORDERING Pro", Rood Ilij l F[ACC/WATER' N // \ - _ 7\4 © -4"STORM O 22 MIN. CURRENT STANDARDS OF THE TUALATIN VALLEY WATER MATERIALS. THE CONTRACTOR WITH HIS/HER OWN RESOURCES Apartmen is ^ / \ IE(4")SAN DISTRICT. SHALL EXPOSE THE ENO OF THE EXISTING PIPE AND VERIFY THE 9550 SW Greenburg Road } f - IE(4')STOR IE(4")-STORM= �� STUB= 5. ALL PRIVATE WATER LINE JOINTS SHALL BE MEGALUG OR LOCATION. SIZE. AND ELEVATION,AND NOTIFY ENGINEER OF ANY Tigard, OR 97202 l® za1. 1 of z �,., �, e. 242/6 .4'STOEM #'4,1,114410„ \y,, 239.10APPROVED EQUAL. THE CO AN ACT. _,* %/ _ /;��� Ti o + 2� �. � ( ) 10.THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL /t/ E 4 SANo; / STUB= HYDRANTS,FIRE SUPPRESSION AND FIRE SPRINKLER SYSTEMS SHALL / / til �`" flat 9 %/ \ (,),,,-.:,,.(4,..:;,,,, \ 238.10 ALSO COMPLY WITH THE LOCAL FlRE DISTRICT REQUIREMENTS. O*s,RRer / � " 21 �� 11. CONTRACTOR IS RESPONSIBLE TO OBTAINING THE DESIGN. /' ` - /� �� 2 CB 1--7..., y \�.4 / , �.r as STUB SAN PERMITTING,ACQUISITION OF ALL REWIRED ELEMENTS,FOR Builders Design, inc{/ �� STUB= COMPLETE INSTALLATION OF ELECTRICAL SERVICE TO VAULTS FOR 11125 NE Weidler St. �{ 1;•. • ®® �'• �� _ \ 1\ /�/ -\ 237.60 SUMP PUMPS,INCLUDING SUMP PUMP AND PIPING. Portland, OR 97220 / / \ / Q \ �. / +��©lieIE(4") 79.50 i ,...„......704/111, / _ ♦, STUB=SAN 12.ALL 4"WATER UNE AND ABOVE SHALL BE C900 OR APPROVED Office: (503) 252-3453 / / \ IE(6)_. 9.42 \� / //'>•,,. EQUAL. ALL WATER UNE LESS THAN 4"SHALL FOLLOW THE W� .JI4 \V 16 TORN 0 � 237.10 CURRENT EDITION OF THE OREGON SPECIALTY PLUMBING CODE AND / ^� "ll :E(41= 1,Sg ',+ ® ` / M. CARRY A MINIMUM 200 PSI TEST PRESSURE OR AS REWIRED BY / 3 AIL WATER U\ - / Y\ 243.3* W")STORM: /� •T / STUB=SAN THE AUTHORITY HAVING JURISDICTION. 8 \ \ �� R at 2�/ / 235.72THE / _ RESTRAINED N V 236.60 / r ,c , / ,C' 0 22 M• � 7� L,p�/v, ) P� 4� 4"STORM ®2.39. CB 5 vi , ��n w �1E(4")-SA =241.2E ifir MANIFOLD IE-230.30(48')lsr‘ �i> IE�6")sdN=zau- ktir l ()® 3 115 LF 48'DIAMETER STORMWATER / ., 'S4 IE(4")SAN +- �y� / S ` DETENTION PIPE O 0.32(4448 CF f / IE(4')SAN TUB= 4"STORAf: N ® y // STORAGE).SEE 2/C2.3 / 241.80 ". 4.,.>.�<J , i RIM=236.40 / / STUB= 0 2%MIN�t' ! / 242.10 A 6'SANITARY /a�Ah c IE(67)STORM= ;4144',.....„,7' / IE IN(8')-231.54 / \ \ / 8� 237.72 _ IE(48"MANIFOLD)=229.95 / j 0 2%MIN. t\ • = � 6"STORM O--� f �` 6"STORM O 1X IE OUT(12")=229.95 PR / • IE(4")STORM= ®� 1, v \-,-,,,,,,\ 1.52 IE(6")SAN T �� QED Ee ••. 244.40 \ 1 36.30 `� /.;S i ��\`o ANG INFAc�•oy9 / 4"STORM \ •' y ST SS\ :'=r \ IE 6"- 233.73 65169PE / 01.52 \ ` IE(4") \ © ©` �� _ - 2z � - ( )- ! • ,�/J / \ 241.30 k -- ' �= 2 OF 2 _ IE.^ STORM= 235.0 S`.... SS CSI 6 OREG�OENY� / , Y -- _ - IE STORM= 234.96 \-- ✓ 0 / / `iii ,I •\ r, ' ® C$4 8r STORM O 12 \ -6"SANITARY 0 22 MIN. ✓p GNf 11,q0�\,F! \ IE(4")SAN `1 p\ y~ -I 6")SAN= �T SS �� /7f I HAS' / \ \``�' 2• .66 IE(4")SANEIC) la 14 y� CONNECT TO ( ) /`' EXISTING SANITARY Expires06/302017 / H2O TRAFFIC RATED I Alt, • SANITARY STUB= 238.10 235.8 STOR ,� ST SS ,+ `1 1 _ SNB / AC PAVING ACCESS COVER �•- •.-�V •' 22 MIN, �� A � �J� coN IE=227.21 (VERIFY) / 238.10 235.86 O '�-' ) 5 ( ) ® / / MANIFOLD OUTLINE \ I 4' SAN \ IE 6 SAN=238.50 O (6")SAN= S 'I Ll / / �., - _- _- / , T .1kilL��' (c) currRwNrzclsa a.. .��" . ��.- . -,Y e•H--.....A 239.70 VilioNi......,...0•y IE 4" DORM=239.16 92 '''' ' 4/C8.1ESTUB TRMPRccERsr or NCNCERINc ucfP ii r ss`= j, a �.�i? �_ lay � - , STORM O 27. [ .YNMS ARE RIE / / '4746'747144-74474-517451;21 QrS i'EI i'�L '��,_..�.{� ! �. \."'. I LLC ArvCARENOrr0dEaUSED OR / 3 �wi'�" � �� S� 65 �d( g1'I �I��1�• +p��s�� RIM=236.20IE=229.71(VERIFY) g,. INEERING / / C i_ .� �Y �I�//� \ TIwl- I \i _ ( )- PRODUCED IN ANY NANNER. I7♦ i- "ii f^ 11 I. %` li ST-� � IE IN 12"-229.81xlrNouTPRIOR ARITrENa O 11. 1„ \ 1 -- I T i IE 0=7(12")=229.81*r_ 4� �Llj• ��fOO ; .���� AurNoarzAncw3 _. 411.0.,]? - _ -1 12'STORM O 1R r lL'y r 3 ��v / / l l 14164, Mgt-; �. ^ti�I --Ar:. ii.v \•'.. ' ! +3 STUB=SAN I !!`ice © I..' �k 4I,;® IE(6'j SAN=232.60 REVISION SCHEDULE: / / ' e-. t !;_,�-.f}� -, \ gm `.^ IE SAN ,! 3• = 238.10 i 6"SAN � IE(4')SAYWNJ • a ®9' .�- IE 8" STORM=229.91 RERs i DELTA IssuE DATE yr/ / © S '::' + O 2X MIN' SNB= �• IE(4")SAN • IE(6")STORM=233.48 2•9.0 IE .1 236.00 SNB= / --SUBGRADE COMPACTED --PIPE BEDDING PER PIPE rn i ( ) - s• / PER GEOTECHNICAL MANUFACTURER \ `.�� \/ © STORM= 4"STORM 0 234.50 ."STORM ' RECOMMENDATIONS RECOMMENDATIONS, ` I(.. "0- -\ ( 16 240.04 rn 2% 0." 17. COMPACTED TO 95%MAX. .,, 2-E.EO S DRY DENSITY IN 6"LIFTS -\ ST© S . - t8 I IE(6")SAN=232.75 IE(8")STORM=231.59 410 DETENTION PIPE SECTION E(4") . ` �'- �3�� -_ -•, - - HOR.SCALE N.T.S. 241.83 -- i. - - -- \er - � -IE(8")STORM=233.76 / I�NOTES r 4"STORM O ,..4"STORM 0 rjj IE(6")SAN=232.68 / / I TILI 1 1 No I Cal ® 1.5%MIN. ©O 1.5%MIN. moi/ 236.80 15.20 234.00 1 SHEET TITLE: aJ I IE(4")= 240.50 imUN PLAN 1. RETAINING WALL DRAINAGE PER GEOTECH.RECOMMENDATIONS. 10. 4"DOMESTIC WATER UNE 18. FIRE SPRINKLER AND DOMESTIC WATER UNES TO RISER I' CONTRACTOR COVVER OVER MAINTAIN UNE 4"STORM 0 1.5%MIN. `I" IE(6")SAN= 232.95 MINIMUM 4"PERF.PIPE IN FILTER SOCK PER DETAIL 2/C8.1 ROOMS, COORDINATE WITH ARCHITECTURAL PLANS ALONG PROPERTY UNE•AND TO CONTRACTOR TO MAINTAIN MIN. 1'OF- CONNECT TO STORM UNE W/APPROVED BACKFLOW 11. 3"DOMESTIC WATER UNE PREVENTION PER 3/C8.1 19. CONTRACTOR TO MAINTAIN MIN. 1'OF COVER OVER INFLUEE NCE OF T1E E FOOTINGS STORMM UNE ENSURE THE STORM UNE IS COVER OVER STORM LINE ALONG 12. 2"DOMESTIC WATER LINE SANITARY UNE AND TO ENSURE THE SANITARY LINE IS OUT THE 20OF PROPERTY UNE, AND TO ENSURE THE HNE IS OUT OF THE ZONE OF 2 FOOTING DRAIN TIP. ALL CONT. FTGS. 4"PERF.PIPE IN 13. CONTECH STORMFILTER MN W/ OUT OF THE ZONE OF INFLUENCE OF THE FOOTINGS OF (5)LOW DROP CARTRIDGES OF BUILDING 6. SEE 6/C8.2 INFLUENCE OF THE FOOTINGS OF 1 FILTER SOCK PER DETAIL 1/C8.1 CONNECT TO STORM UNE BUILDINGS 1,SIMILAR TO 8/C8.2 W/APPROVED BACKFLOW PREVENTION W/PHOSPHOSORB MEDIA, SEE 7/C8.2 BUILDING 6,SEE 8/C8.2 - RIM=236.38(INSTALL UD FLUSH W/PAVINOIE 20. PROPOSED TRANSFORMER LOCATION BY OTHERS / 3. 6"FIRE WATER UNE IN(67N)=233.52 -' IE IN(8"W)=233.69 21. 8"FIRE WATER LINE DRAWN BY: JMH 4, FIRE HYDRANT ASSEMBLY W/6"GATE VALVE ,1 UTILITY PLAN IE IN(6"S)=233.44 " HDR. SCALE 1"= 20' -_APPROVED BY JLH 5. BACKFLOW PREVENTION IN VALVE BOX PER 3/C8.1 IE OUT(8"NW)=231.64 22. 4' TAP TO EXISTING 6"WATER LINE PER TVWD DET 8. " (TRAFFIC RATED UD WHEN PLACED IN PAVED AREA AT TAP,PROVIDE 4"GV(FLxMJ). 10 0 5 10 20 / 14. 2"IRRIGATION BACKFLOW PREVENTION PER TVWD DETAIL SHEET: "` 3 6. "WATER METER IN VAULT PER WAD DETAIL 703C BF 102 23. 6" TAP TO EXISTING 6"WATER UNE PER TVMO DET 8. (IN FEET) 7. 4"DOUBLE CHECK VALVE ASSEMBLY FOR DOMESTIC WATER 15. IRRIGATION POINT OF CONNECTION AT TAP,PROVIDE 6"GV(FLxMJ)AND 6"x8"UPDUCER. C2+3 LINE IN UTILITY VAULT 577-WA PER TVWD DETAIL BF 100 16. ROCK DRAINAGE TRENCH PER C2.2A 24. 4"90'BEND ' 8. 8"DOUBLE CHECK DETECTOR ASSEMBLY W/FDC FOR FIRE25. RESTRAIN ALL JOINTS FROM THE TAP TO THE DOUBLE 17. APPROXIMATE LOCATION OF DOWNSPOUT, COORDINATE / _ PLANS, CONNECT DOWNSPOUT TO BF 200 SPRINKLER LINE IN UTILITY VAULT 687-WA PER TVWD DETAIL CHECK VALVE ASSEMBLY WITH ARCHITECTURAL P - -- STORM UNE W/4"STUB 26. NEW PUBUC WATER EASEMENT AROUND PUBLIC WATER JOB NO.: 9. 4"FIRE SPRINKLER LINE LINE AND WATER METER VAULT 2ND PERMIT SUBMITTAL-FEBRUARY 2016 t5-086 c\u,...\u,.\c,W+1.:»Ix..Ven\15-08,9 Geo.,Ri..W.aAwe-c2-1.e-a 'mints 1.0,31 Pu