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HomeMy WebLinkAbout07-ATTACHMENT CATTACHMENT C SUBMITTED PLANS - - _ _ _ _ _ __ _ __ __ -_- _- --_ �RYAN _____________________________________________________________________________________ __________________ _______________________________ _______ - - - - - - - - - ---__ Li 0°° I-- -——— Tl -I I---------------- I I --------------- I I O ' I 10 9 0 �� 9 2' 8 7 , MCDONALDS ❑ I I 6 ❑� O FQ 31830 S � � � � � i �� �� � � PAD C 10 PAD B X FUTURE ELECTRIC \, I j 1 i x I I I ® I I(TOTAL 3 SPACES) I I '4 -� � I 8 230 S F � � I 812 11 F ` 1 i i X X i i I f � 2 I I r 41 ' ZBALER ADA I r x Li Li - -- - -,l�il I r i ' COMPACT. 10 —I v I I I ' I---- --------------- I _ ❑ I 11 I ; E d l 9 I ; I L" 8'-0" HIGH CMU ILE SCREEN WALL 3[5] — ADA— _ _ FUTURE ACCESSIBLE �X� \ x I DADA 1 ELECTRIC VEHICLE LOT 4 °30 L ---- ---- ----- ------------1 A SPACE ® I 18 26 i I ° I CW7CO [7] 1 0 1° 72 ° 19 NEW BIKE RACK - CRT STORAGE I CAPACITY FOR I 1 DD41 08 5 BIKES II I °°°❑°° I 1 i --=J ° 30 1� i ® ® ' � I — , EXIT i I ° ° I ❑ 1 4 D I 1 i❑ ❑ ❑ ! (C:,) f l ' 6 AD o n I L 1 \ ® ENTRY ' 1 a TIRE CENTER ww Oj 18 � � 1 � I PROPOSED ACCESSIBLE z ' I MAX 5% SLOPE PATH OF EIN WITH F Z I 30 1 i DIRECTION OF TRAVEL 1 14 F24 33 1 ' AND 2% MAX CROSS x = I U i `___ ❑ � 3 � I 1 1 n SLOPE O 3 — ❑ 1 ® — 42 21 ---- --- 30 ❑ ® ® 2 ® 42 ❑ 1 I z r >❑ W ------------- 0-0-0 0 ' \ I I ZI � 1 — — — — — — — — — — — — — — — — — — — — — 28 DD41-08 6 I 1 N I I I 14 \ � 24' 7'- " , 36 GAS STATION I I 29 \\ 13 TYP. AREA OF WORK = 1.74 ACRES I I 12 DD41-08 605 STALLS DD42 08 TYP' \ 73 1%i I I ♦ 61 i ` I EXISTING TIRE CENTER / NEW PARKING LOT I I SITE AREA OF WORK = 0.64 ACRES N DD41 08 56 STALLS 1 18 1 T WAREHOUSE SHALL REQUIRE EMPLOYEES TO PARK IN THESE (36) STALLS 1 — — \ \ 0 NEW TRANSFORMER WAREHOUSE SHALL 1 i `\ o REQUIRE EMPLOYEES I 12 \ \ `�' D 3°' w N 24 1 13 103 PARK IN STALLS THESE I I I �♦ a —__ — 41 O EXISTING N a �, 14 I NEW ELECTRIC METER e __eeee eeeeeeeeeeeee I .. e ii �ti 6 • AT CONTROLLER • ❑ --------------------- ENCLOSURE KMART PARCEL 12 10 DD4108 I ------------------------------------------- 1%j__e eeee_°°° 105 319 SF� o1 '1 of i I I � � � _ - _ °°eeee___ \ �� _____ ______ _____ _____. e _eee ____ __ t__,I 1 1 1 o �� 45 45 12' 11 N 13 �C 12 of N M 92'-6" �� 116' I I I 1 g'-4'; 30' 17'-6" 18'-3'" I � I �_ 6 OI \L _ lol---------------------------__eeee e - ---7-7 1 a1 II ❑ U/I � 1 I i I i �'� I I I I I t o a' I` _ I - --------------------- --eeee. a --------- aLTG l i ° 4 1' I M 1011-1 "' ® o I 1I - I � I _____ ________ _______--------------------- )0 ___e_e. _ _e_e e_e_ eeee_°_° h01- 1 O © so' I a II- l ❑ o m eeeeeeeeeeeeeeeeee .OI. I --- 6 11 29 i 1 a I ° e� e eeeeeeeeeeeeeeeeee \ I I \ - _ EXISTING WALL — \ EXISTING R/W EXISTING BUS EXISTING TRAFFIC \\tea------------------- --------------- ----------------------------------------- --------------------------------------- LIGHT SIGNAL ---- - �-------------------TURNOUT—� _ PROTECT IN PLACE Q RIGHT TURN ONLY SIGN Q - - - STREET --- �------------------------�L CAMINO REAL _-_,—____________________________ � i - - - ---—----- - - - - - - STREET a <- _----------- 1'r-40�-�" CENTERLINE--------------------------------------------------------------- CENTERLINE ---------------------------------- - - - - - - - « a a _ LEFT TURN 4' WIDE LEFT TURN PROPOSED LANE - ONLY SIGN MEDIAN ISLAND ONLY SIGN -/STRIPING / a \\` � 1 PROJECT DATA �E PROPOSED GAS: TOTAL ADDITIONAL PARKING SPACES PAD TUSTIN, CA CLIENT: COSTCO WHOLESALE PROPOSED GAS CANOPY 12,684 S.F. RELATED TO 2016 CALIFORNIA GREEN PARKING REQUIRED BY CITY #122 999 LAKE DRIVE PROPOSED CONTROLLER ENCLOSURE 121 S.F. BUILDING CODE: 56 STALLS 8,230 S.F. X 4.5/1000: 37 STALLS /��FB ISSAQUAH, WA 98027 PARKING PROVIDED: 32 STALLS PROJECT ADDRESS: 2655 EL CAMINO REAL EXISTING COSTCO PARKING: REQ'D SHORT TERM BICYCLE F 2655 EL CAMINO REAL TUSTIN, CA 92782 TUSTIN, CA 92782 ® 9' WIDE STALLS 116 STALLS PARKING (5%): 3 BIKES PAD C EXISTING SITE AREA: 10.96 ACRES (477,588 S.F.) 4) 10' WIDE STALLS 494 STALLS PROVIDED: 5 BIKES PARKING REQUIRED BY CITY o o • ' " GOOD YEAR SITE AREA: 1.00 ACRES 43,949 S.F. ®ADA HANDICAP STALLS 13 STALLS REQ'D CLEAN AIR VEHICLE PARKING: 6 STALLS 8,271 S.F. X 4.5/1000: 37 STALLS SITE AREA OF WORK 2.38 ACRES (103,791 S.F.) TOTAL PARKING 623 STALLS PROVIDED: 6 STALLS PARKING PROVIDED: 32 STALLS �J��� SI NO. OF STALLS PER 100 S.F. REQ'D FUTURE ELECTRIC VEHICLE BOUNDARIES THIS PLAN HAS BEEN PREPARED BY OF BUILDING AREA: 5.15 STALLS CHARGING STATIONS: 4 STALLS TOTAL PARKING REQ'D BY CITY: 619 STALLS INFORMATION: USING MULVANNY ARCHITECTS SITE PROPOSED COSTCO PARKING: PROVIDED: 4 STALLS TOTAL PARKING REQ'D PER CC&R'S: 646 STALLS PLAN DATED 9/97. ® 9' WIDE STALLS 439 STALLS TOTAL PROVIDED: 649 STALLS ZONING: PC COMMERCIAL - E. TUSTIN OVERLAY A 9' WIDE LOW EMISSION/ SHOPPING CENTER PARKING DATA VAN POOL/ ELECTRICAL EXISTING KMART LEGEND: GF ,oI A EXISTING BUILDING DATA: VEHICLE PARKING 6 STALLS PARKING REQUIRED BY CITY EXISTING BUILDING AREA 1157724 S.F. G) 10' WIDE STALLS 134 STALLS 1051319 S.F. X 4.5/1000: 474 STALLS INDICATES SITE AREA OF WORK 94-1380-23 ® � 0 EXISTING TIRE CENTER 5,196 S.F. ADA HANDICAP STALLS 14 STALLS 1057319 S.F. X 5.0/1000 PER CC&R S. 527 STALLS TOTAL AREA = 2.38 ACRES SEPTEMBER 30, 2019 EXISTING TOTAL BUILDING 1207920 S.F. TOTAL PARKING 593 STALLS PARKING PROVIDED: 529 STALLS NOTES: REQ'D PARKING PER CITY: 4.5/1000 544 STALLS EXISTING CONDITIONS TO BE FIELD VERIFIED. PROPOSED GOODYEAR TIRE CENTER - DEMO 9,136 S.F. REQ'D PARKING PER CC&R'S: 605 STALLS EXISTING MCDONALDS NOTE: ALL PARKING FOR CENTER IS RECIPROCAL SITE PLAN PARKING REQUIRED BY CITY ACCESS PER AGREEMENT 8,230 S.F. X 4.5/1000: 18 STALLS DD1 1-08 PARKING PROVIDED: 55 STALLS T U S T IN, C A L I F O R N I A S E P T E M BER 305 2 0 1 9 ©MGAll rights reserved. No part of this document may reproduced in any form or by any means without permission in writing from MG2. J/ I I I I I I I I I I I I ' I I I I I I I I I i I I I I I I I ' I I I I I ' I I I i � I I l I I l I I II I I I � l I �I I I " O' I I I 6 I I z 1 I I z 1 �I I 1 cjr) �I 1 �I I I I I I I I I I I � I , 1 I I I I I I I I ' I; I / I I I I I I I I I I I I i I I � I � I` I � l I l I I� I� I ll ------------------------------ -- - - -- __.____—————— BRYAN AVE — — — — — — — — — — — — — — — ---------------- — --------------- I' 3 3 I --------------- m I I I I I I I I I I I I I r i I -- I I L I I I I I I I I I _ I EXISTING KMART PARCEL 105,319 SF �I 1 I r, PAD B I I - 8, 230 SF I , I 1� — I I 11\ LL REMOVE PARKING, CURB AND SIDEWALK DEMOLISH 9,136 SF GOODYEAR TIRE CENTER STRUCTURE I I I I I 2 ADA I I ®o o ,a ------- t ----- — — — — — — _________________________ ___--- — ----------------- —Olt ------I I i. ------------ - - - - - - - - - - - - - - - - --------------� PAD C 8,2 71 S F JT ------- i 1 di ® ® I I L Q - 2 2 ADA— iu e ----------------------------------------------------------------- 1 q lip, oo FT [26] 0 I I I CART STORAGE 1 illhll I � LU 11 I I 11111111 I a ®® REMOVE ACCESSIBLE 4 D PARKING STALL I p . . . 6 AUAI oIng Ee 1 DADA iii UI I I I III I -- __M M M M M M M ADA EXIT ► ENTRY TIRE CENTER 40 _METER TO REMAIN BALER - COMPACT U� o o I I I I I I I I I I I I - I I o I I I I 1 I I I I I — I I 1 SANDBLAST TO REMOVE \ I x SANDBLAST TO REMOVE \ PARKING STALL STRIPING TYP 1 PARKING STALL STRIPING, TYP � 11111111 1111111111111111111 III I 11 ISI 1111 I I �II11111 IIIIIIIIIIII1111111� 371 10 1 C 1 O 10 1 010 10 1 C 1 C 1 0 1 SIO °1 1 L__ _j SII _L III I—L J_ I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 I 11 11 PLANTER AND LIGHT POLE TO REMAIN 13 TRANSFORMER BE REMOVED \ 1 � � IIIIIIiIIIIIIIIIIIIII 29 4 � �IIIIIIIIIIIIIIIIIpIIIIlllll�lllll'lllnl ` I I I I I I I I I I I I I \` I I I I I I I I IIII I I I I I I I II 21 Aj U \ I T n I I I I I I I I I I I I n, � C I III UI = I \ PLANTER AND LIGHT _ I POLES TO BE REMOVED 1111'1111111'I'I'1111In1 HMO �I -- � � �IIIIIIIIIIIIIIIIIIIIIIIIIIII 1 8'-0" HIGH CMU SCREEN WALL I r----------------------------------------------------- —_———_—__________________________—___________-ELCAMINOREAL————________—___—___—__ ______—___________—___- COSTCO WHOLESALE TUSTIN, CALIFORNIA DEMOL ITION SITE PLAN SEPTEM BER 305 2019 0 20' 40' 80' 1 " = 40'-0" E�1LE TUSTIN, CA #122 2655 EL CAMINO REAL TUSTIN, CA 92782 94-1380-23 SEPTEMBER 30, 2019 DEMOLITION SITE PLAN DD12-08 © MG2. All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MG2. 1 1 1 DADA iii UI I I I III I -- __M M M M M M M ADA EXIT ► ENTRY TIRE CENTER 40 _METER TO REMAIN BALER - COMPACT U� o o I I I I I I I I I I I I - I I o I I I I 1 I I I I I — I I 1 SANDBLAST TO REMOVE \ I x SANDBLAST TO REMOVE \ PARKING STALL STRIPING TYP 1 PARKING STALL STRIPING, TYP � 11111111 1111111111111111111 III I 11 ISI 1111 I I �II11111 IIIIIIIIIIII1111111� 371 10 1 C 1 O 10 1 010 10 1 C 1 C 1 0 1 SIO °1 1 L__ _j SII _L III I—L J_ I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 I 11 11 PLANTER AND LIGHT POLE TO REMAIN 13 TRANSFORMER BE REMOVED \ 1 � � IIIIIIiIIIIIIIIIIIIII 29 4 � �IIIIIIIIIIIIIIIIIpIIIIlllll�lllll'lllnl ` I I I I I I I I I I I I I \` I I I I I I I I IIII I I I I I I I II 21 Aj U \ I T n I I I I I I I I I I I I n, � C I III UI = I \ PLANTER AND LIGHT _ I POLES TO BE REMOVED 1111'1111111'I'I'1111In1 HMO �I -- � � �IIIIIIIIIIIIIIIIIIIIIIIIIIII 1 8'-0" HIGH CMU SCREEN WALL I r----------------------------------------------------- —_———_—__________________________—___________-ELCAMINOREAL————________—___—___—__ ______—___________—___- COSTCO WHOLESALE TUSTIN, CALIFORNIA DEMOL ITION SITE PLAN SEPTEM BER 305 2019 0 20' 40' 80' 1 " = 40'-0" E�1LE TUSTIN, CA #122 2655 EL CAMINO REAL TUSTIN, CA 92782 94-1380-23 SEPTEMBER 30, 2019 DEMOLITION SITE PLAN DD12-08 © MG2. All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MG2. EL MODENA CHANNEL 1 —A—X— 77 ® -QL + — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - -- BRYAN AVE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - ___-__---- __-__---- -- -----------------_--__-_----------------------------------------------_----_--_------------------------------------------------------ ---__-------------___-_______-__---------------- _ - 0 __________________________________________________ I ------ ° -- 0 0 -------------I I----------------! 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No part of this document may reproduced in any form or by any means without permission in writing from MG2. EL MODENA CHANNEL I I -- -- - ---- - xX--x-x--x-X--- xX xXxx XXXXX X X_xx,�XxXXX,�X X xXXxXXXxXxX XxXXXXXxXXXX XXxx xxx X,�XxX X XxX X Xxx X X XxXx xxxX XxX xx xXxX X -- -- X___ �kaX 1 O z w W z w ® + z Z ----------------- L (JJ --- ------—---------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------------------------------------------------- - - - - --- ---------------- Z W -----------------------------------.. -------- ------- LU----------------- — LL W _ — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — ——— — BRYNVE -- -- ---------------------------------- — ---------------------------------------------- ---- ____________________ _ ---------------------------------- — ® 0o0 0 II1 ; b -----I i -------------1 — — — — — — — — — — — — — — — — 1 1---------------� I \ I 77:7 r l i j 1 `--- I 1 MCDONALDS I 1 L7 PAD C 31830 S PAD B I 8 230 SF 811271SIF x BALERL-i Li 1 I i i i i l i I COMPACT. --- ---- - - ---- -------- I I i i I 8'-0" HIGH CMU �� i I I J ® ® I I I � W1 SCREEN WALL -- — -- — — — -- -- I— LOT 4 —�! LX x I________________________________________________________________ �o C �i i Ili— – – -- – – ---- ---- -- – – -- – -- -- – -- ---- – – -- 000 I � 1 r-- 1 o I I I O i I I - - - CART STORAGE o �— l i o o o o 1 � I 1 ® ® ® ® , EXIT I o o o o o I ¢ z x l i ❑ ❑ i oQ _ w� e ENTRY oI Qi 1 I W TIRE CENTER I ©; SI I U I ® i Q �/ LL I------ I \ \\ --------------- ---- --- 0-0-0 O I o I zi� � 0 I 0 20' 40' 80' 1 " = 40'-0" m w I I O <= EXISTING — e�eeee� e vooeeevoeeevoeeeee T I I I V\ ® a LJ ` �- ICa KMART PAR EL `` ee_eeeeeeeeeeeeeee_ E I C \ _____ ________� ee____ ___ae. e eeee eeee I r - I , \\ CA e____ ________ ----------------------------- TUSTIN, I I I I al #122 105 319 SF �— oeeeee___ _ee T—_ I g101; peeve____eeee_ __e_____ _eeee. - ____ ___o I I II ;o; ---------------- I _____ __°eeee_ ----------------------------- eee 2655 EL CAMINO REAL i�--1 I �I TUSTIN, CA 92782 E\�� ___ ____-- _-eeee_ _eeee. e veOe II II I - _ - __ II �— o �' _________------------------------ a poi- •: 1 I © o o ■ o o - o--------------------- OI. 1 1 • ' • • of I �\ ° I j I a I _oee°e,�,ee°oevee °eves e ee°eveee eeee � • ---------------------------------—�---------------------------------------- ---------------------------------------------------------—a_—__— — — — — — — —— — — — — — — — — — — — — — — — — — — ------------------------------_----------------ELCAMINOREAL ---- __—_—___----------------- ------------------a— _ -------------------------------------------__ — _ — —----------_-- <= I A — — — — — — — — — — — — — — — — — — — — — — — — ---------------------------------------------------- --------------------------------------------- ----------------------------- ---------------------------_ 94-1380-23 ° a SEPTEMBER 30, 2019 0 I! FUEL DELIVERY ROUTE DD1 3-08 B T U S T I N, C A L I F O R N I A S E P T E M BER 305 2 0 1 9 ©MGAll rights reserved. No part of this document may reproduced in any form or by any means without permission in writing from MG2. o M M \ n 0 \ M \ �\ M \ \ C \ 14' . • • \ NEW TRANSFORMER \ \ \ \ \ \ \ \\ MANUALLY RETRACTABLE \ \\ METAL BOLLARD - TYPICAL \ \ \\ (7) PLACES \ IF \ \ \ \ \ ii iii0 I \\ I i1 Ii \ \ \ II II 1 O 1 I I IL_________JI I I L II III I \ II II I I II II I I 12 II III \ \ II IIII I 11 II I \ I I I IL ---------- I I L__________1J_________J I\ I w \ I � � I � I � I I � I � I � I > I � I 60' NEW SITE LIGHT I \ I I I I I � I I I \ I I I I \ I I I I , � � I I � I � \ I NOTE: 1. GC AND COSTCO TO INSTALL RED LIGHT / GREEN LIGHT SYSTEM AT UNDERSIDE OF GAS CANOPY TO INDICATE AVAILABLE FUEL DISPENSING POSITIONS TO MEMBERS. 2. COSTCO WILL ALSO PROVIDE (2) ATTENDANTS DURING PEAK DEMAND PERIODS TO ASSIST MEMBERS AND MONITOR GAS STATION OPERATIONS AND SET UP QUEUE MANAGEMENT PLANS AS NEEDED. 30' H G9ON00 CANOPY ABOVE 14 DD41-08 DO NOT ENTER AND STOP SIGN, TYP (OF 2) EMERGENCY SHUT OFF N r O N En CV Cfl I 15 DD41-08 24' 1 ' T 1 o CD ,� ► co CANOPY COLUMN, CONCRETE ISLAND, AND FUEL DISPENSER, TYP (OF 16) CD co 45' CONCRETE SWALE 3 - co X3 S\2 CD MEMBERS ONLY r---� _ SIGN, TYP (OF 3) I I - 1 I I I CONTROLLER ENCLOSURE RECYCLED RUBBER SPEED BUMP, TYP CONCRETE SLAB N---- TRAFFIC CONTROL STRIPING AND ARROWS<= UNDERGROUND FUEL TANKS AND CONCRETE SI AR N CO� CRETE SLAB =—OK0 E ® 11C N r 92'-6" N 1 I I I I CONTROLLER ENCLOSURE SCREEN WALI LCLEAN AIR I SEPARATOR MEMBERS ONLY SIGN 18'-411 30' 17'-6" 18'-311 PAINTED I STRIPING O0 C� M O 1,500 GALLON 0 5' 10' 20' ADDITIVE TANK O \ \ 1,11 = 10'-0111 28' 28' 28' 0� <= (3) 40, 000 GALLON \ FUEL TANKS PAINTED TRAFFIC REMOTE FILL \ CONTROL ARROWS, TYP PORTS (TYP OF 3)E `? \ TUSTIN, CA #122 — co EXISTING SITE LIGHT 0 0 o t� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t� POLE TO REMAIN, TYP I I I I <= M 2655 EL CAMINO REAL MOUNT EMERGENCY SHUT OFF TUSTIN, CA 92782 TO EXISTING GUARDRAIL I I I I 13'-1" 18'-611 eol 71, — 100'-8" ol A B C D 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 COSTCO WHOLESALE TUSTI N, CAL FO RN IA 4 _------------------------------------------------ 94-1380-23 SEPTEMBER 30, 2019 ENLARGED SITE PLAN ENLARGED SITE PLAN SEPTEM BER 30, 2019 DD14-08 © M132. All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MG2. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II I— I I It�t�o��t�ool I I I I I I I I I I I I I I I I I I I 116' I I I I I I I I I l000��000l I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I O loot�bbot�l�l I I I� I I DE o I Li bbf I oI I I I I I I I I I CONTROLLER ENCLOSURE SCREEN WALI LCLEAN AIR I SEPARATOR MEMBERS ONLY SIGN 18'-411 30' 17'-6" 18'-311 PAINTED I STRIPING O0 C� M O 1,500 GALLON 0 5' 10' 20' ADDITIVE TANK O \ \ 1,11 = 10'-0111 28' 28' 28' 0� <= (3) 40, 000 GALLON \ FUEL TANKS PAINTED TRAFFIC REMOTE FILL \ CONTROL ARROWS, TYP PORTS (TYP OF 3)E `? \ TUSTIN, CA #122 — co EXISTING SITE LIGHT 0 0 o t� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t� POLE TO REMAIN, TYP I I I I <= M 2655 EL CAMINO REAL MOUNT EMERGENCY SHUT OFF TUSTIN, CA 92782 TO EXISTING GUARDRAIL I I I I 13'-1" 18'-611 eol 71, — 100'-8" ol A B C D 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 COSTCO WHOLESALE TUSTI N, CAL FO RN IA 4 _------------------------------------------------ 94-1380-23 SEPTEMBER 30, 2019 ENLARGED SITE PLAN ENLARGED SITE PLAN SEPTEM BER 30, 2019 DD14-08 © M132. All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MG2. 7\ M M C7 M D 0 ,� S\2 fyo w U r w w se COSTCO WHOLESALE TUSTI N, CAL FO RN IA o 17I 1 a nen 0 0 0 0 1 o I E�= r -z =:a, b o O 0 5' 10' 20' 1 If = 10'-0" cbswo ffimi TUSTIN, CA #122 2655 EL CAMINO REAL TUSTIN, CA 92782 ----------------------- 94-1380-23 ----------------------- SEPTEMBER 30, 2019 ENLARGED STACKING PLAN ENLARGED STACKING PLAN DD1 5-08 © MG2. All rights reserved. No part of this document may be reproduced in S E P T E M B E R 3 0, 2 0 1 9 any form or by any means without permission in writing from MG2. CF 2" THICK SOLID CONCRETE MASONRY CAP WITH PLASTER FINISH 8" ANGELUS SMOOTH FACE CMU COLUMN BLOCK IN CHAMPAGNE 6" THICK CONCRETE SLAB FOP OF SLAB 6" COMPACTED SUBBASE CONCRETE FOOTING, SEE STRUCTURAL DRAWINGS COMPACTED SUBGRADE SCREEN WALL SECTION SCALE: 1/2" = 1'-0" 4B SIM DD4108 16'-8" 1 4A DD41-08 DD41-08 VENT STACK AND CLE SCALE: 1/4" = 1'-0" N T-0" RADIUS, TYPICAL 4" WIDE PAINTED LINES, SI PLANTER SPECS - AREA PER / LANDSCAPING 0 4B DD4108 SIM 8" ANGELUS SMOOTH FACE CMU COLUMN BLOCK IN CHAMPAGNE AN AIR PLAN T-0" T-0" 9'-0" 9--0-- UNLESS '-0"UNLESS NOTED UNLESS NOTED VARIES OTHERWISE OTHERWISE PER PLAN END ISLAND CURBS 1'-3" DIA CONCRETE FOOTING ION SPORT- ) H 0 N VENT STICKS BEYOND PAINT TO MATCH PPG ALMOND 1 D41 FRONT/BACK WALL 8" CMU WALL - ANGELUS Cn SMOOTH FACE COLUMN BLOCK Cn W z Q Q IN CHAMPAGNE TO MATCH GALVANIZED z LL Cr a LU EXISTING CITY MONUMENT WALL AT GATE FACING VERTICAL PIPE RAILS - FOUNTAIN AREA McELROY METAL MEGA J "' 6" x 6"x 1/4" TYPICAL RIB PANEL, PAINT: PPG - J O PLATE 2" THICK SOLID ALMOND BY G.C. > C CONCRETE U HSS 6" x 6" x 3/8" MASONRY CAP U C HASP AND LOCK STEEL TUBE POST 9 PAINTED N T.S. 4" x 2" x 1/4" C? c C/) = DD41-08 a LINE FRAME PAINTED Cr LL z HEAVY-DUTY BARREL HINGE - Q 3" TYP. 1'zc L 4 PLACES, INSTALL ALL I ZD HINGES ON GATE LEAFS YLT r _ WITH PINS DOWN w 12 GA. 3" x 2"I I' � GRADE VARIES BENT PLATE - I = I SIDES FIELD DRILL 1-1/2" DIA. 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X 48" HI. 1I, LLI S2 CANE BOLT CONCRETE 0 FOOTING 16'-8" SIDE WALL �FRONT_WA LL T-8" W p LL J F O SCREEN WALL AT CLEAN AIR S SCALE: 1/4" = 1'-0" 1' 0" EQUAL 0 0 0 v 0 EPARATOR AND VENT STACK 99NRILIIM3IF:UN•1:1aI EQUAL 3" SCHEDULE 40 HOT DIPPED GALVANIZED STEEL PIPE SOLID GROUT WITH ROUNDED CONCRETE CAP - CENTER IN FOOTING - 2" SCHEDULE 40 HOT DIPPED GALVANIZED STEEL PIPE RAILS - TYPICAL 1" CONCRETE WASH PAVING �0 0 0�0 0 0�0�0 0�0�0 0 0 oc o�0 0 0 0 0 0 oC�/c>UoUo 0 oc o���0 0 oC�/c� d O d ° SII III III _— SII III III ° ad " 11 III III °d° III III II III a III- 14AGGREGATE BASE o d ° V-0" DIAMETER CONCRETE FOOTING VENT STACK AND VENT STACK CLEAN AIR SEPARATOR 1 CART STORAGE SCALE: 1/2" = 1'-0" 0914 SCALE: 1 /2" = 1'-0" 1111 9 SCALE: 1/2" = 1'-0" 1113 9'-0" 9'-0" 9'-0" UNLESS NOTED UNLESS NOTED UNLESS NOTED OTHERWISE OTHERWISE OTHERWISE CART CORRAL AND TYPICAL PARKING STALL ISLAND AT TREE BASE 6" HIGH CONCRETE CURB TREE 4" WIDE PAINTED LINES, SEE SPECS SIGN WITH RED BACKGROUND, BY GC 3/8" X 6" STAINLESS STEEL THROUGH BOLT " X 2" X 1/8" GALVANIZED SQL TEEL TUBE POST, LOCATE A -0" OFF BACK OF MIN 0 D0 NOT �ENTERi FRONT SIDE BACK SIDE "STOP" AND "DO NOT ENTER" SIGNS MEMBERS ONLY ENTER HERE SIGN (SOIC) RED BACKGROUND 3/8" X 6" STAINLESS STEEL THROUGH BOLT 2" X 2" X 1/8" GALVANIZED SQUARE STEEL TUBE POST, LOCATE AT MIN T-0" OFF BACK OF MIN MEMBER ONLY / ENTER HERE SIGN SCALE: 1/8" = 1'-0" 0613 G SCALE: 1/8" = 1'-0" 0314 `� SCALE: 1/8" = 1'-0" 1013 SCALE: 1/2" = 1'-0" 0910 SCALE: 1/2" = 1'-0" 0510 w LU O p Lu O z LU J z cul EXISTING CURB 9'-01, 9'-01, CLEAR AIR/ VAN POOL PARKING STALLS VJ SCALE: 1/8" = 1'-0" COSTCO WHOLESALE T U S T I N1 C A L I FORN IA 2) COATS 4" C LINE, D 2 3/8" X 0.154" DIAMETER WALL STEEL TUBING CLEAR GALVANIZED FINISH NOTE: MANUFACTURER: DERO BIKE COMPANY - ROLLING RACK PROVIDE QUANTITY PER PLAN SEE DD11-08 BICYCLE RACK (TYP. FOR 5 BICYCLES) SCALE: 1" = 1'-0" 0514 SITE DETAILS SEPTEM BER 30, 2019 cbs=0 MWOME1LE TUSTIN, CA #122 2655 EL CAMINO REAL TUSTIN, CA 92782 94-1380-23 SEPTEMBER 30, 2019 SITE DETAILS DD41-08 © MG2. All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MG2. Cn Cn W z Q Q GALVANIZED z LL Cr a LU o PIPE RAILS - o J "' TYPICAL J O > > C p U U C O~ 9 PAINTED 4" WIDE o C = c C/) = DD41-08 a LINE PAINTED Cr LL z o Q LINES, SEE o z ZD SPECS r CD a' z w z 6 O O J A �__ N VC) z 6" __L__ 6" - V0 z U-1 U) LLI S2 LL § U, 0 cl� W p J T-8" W p LL J F O > O > C M (> p V C LU ~o ~ 9'-0" I 9'-01, 9' 0" UJ I o LL ~ C z 1 z z C/) = UNLESS NOTED U = Cr w w OTHERWISE w w LL z M CD o c 67 z 6 z 6 O O 9'-0" 9'-0" 9'-0" UNLESS NOTED UNLESS NOTED UNLESS NOTED OTHERWISE OTHERWISE OTHERWISE CART CORRAL AND TYPICAL PARKING STALL ISLAND AT TREE BASE 6" HIGH CONCRETE CURB TREE 4" WIDE PAINTED LINES, SEE SPECS SIGN WITH RED BACKGROUND, BY GC 3/8" X 6" STAINLESS STEEL THROUGH BOLT " X 2" X 1/8" GALVANIZED SQL TEEL TUBE POST, LOCATE A -0" OFF BACK OF MIN 0 D0 NOT �ENTERi FRONT SIDE BACK SIDE "STOP" AND "DO NOT ENTER" SIGNS MEMBERS ONLY ENTER HERE SIGN (SOIC) RED BACKGROUND 3/8" X 6" STAINLESS STEEL THROUGH BOLT 2" X 2" X 1/8" GALVANIZED SQUARE STEEL TUBE POST, LOCATE AT MIN T-0" OFF BACK OF MIN MEMBER ONLY / ENTER HERE SIGN SCALE: 1/8" = 1'-0" 0613 G SCALE: 1/8" = 1'-0" 0314 `� SCALE: 1/8" = 1'-0" 1013 SCALE: 1/2" = 1'-0" 0910 SCALE: 1/2" = 1'-0" 0510 w LU O p Lu O z LU J z cul EXISTING CURB 9'-01, 9'-01, CLEAR AIR/ VAN POOL PARKING STALLS VJ SCALE: 1/8" = 1'-0" COSTCO WHOLESALE T U S T I N1 C A L I FORN IA 2) COATS 4" C LINE, D 2 3/8" X 0.154" DIAMETER WALL STEEL TUBING CLEAR GALVANIZED FINISH NOTE: MANUFACTURER: DERO BIKE COMPANY - ROLLING RACK PROVIDE QUANTITY PER PLAN SEE DD11-08 BICYCLE RACK (TYP. FOR 5 BICYCLES) SCALE: 1" = 1'-0" 0514 SITE DETAILS SEPTEM BER 30, 2019 cbs=0 MWOME1LE TUSTIN, CA #122 2655 EL CAMINO REAL TUSTIN, CA 92782 94-1380-23 SEPTEMBER 30, 2019 SITE DETAILS DD41-08 © MG2. All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MG2. PAINTED STRIPE SCALE: 1/2" = 1'-0" 3'-0" 4" WIDE PAINTED LINE, WHITE UNLESS NOTED OTHERWISE IN SPECS OR ON DRAWINGS - 0 Zo LLJ w LL O E LU (n= z Lu J O �z z LU w c� w Q LL O z � j L w v. CL LL cz C G G C C cc C 0 :;Zr VERIFY MINIMUM V-0" G16�- PARKING ONLY MINIMUM FINE $250 VAN ACCESSIBLE 7 T7 I a I I I I I - I C_Ja a a POST CAP STAINLESS STEEL FASTENERS WHITE LETTERS AND SYMBOL ON BLUE BACKGROUND METAL SIGN BOLT TO STEEL PIPE POST NEW SIGN AT ALL ACCESSIBLE STALLS ADDITIONAL SIGN AT VAN ACCESSIBLE PARKING SPACES ONLY 2-3/8" OUTER DIAMETER X 8'-0" GALVANIZED PIPE POST SEALANT ALL AROUND POST 6" PIPE - FILL WITH CONCRETE, EXTEND TO 4'-0" ABOVE PAVEMENT RED PLASTIC SLEEVE OVER 6" PIPE ASPHALT PAVEMENT NOTE: 1. SIGNAGE PER LOCAL JURISDICTION, VERIFY REQUIREMENTS 2. PROVIDE SIGN AT EACH ACCESSIBLE PARKING STALL 12" DIAMETER CONCRETE POST FOOTING ADA ACCESSIBLE PARKING SIGN 0515 �L% SCALE: 1/2" = 1'-0" ACCESSIBLE PARKING SYMBOL SCALE: 1" = 1'-0" 0514 COSTCO WHOLESALE 0113 NOTE: ALL ACCESSIBLE STALLS TO BE SINGLE STRIPED PAINT (2) COATS 4" TRAFFIC LINE, WHITE ACCESSIBLE STALLS ENLARGED PLAN .� v% SCALE: 1/8" = 1'- 0" SITE DETAILS coswo EEALE TUSTIN, CA #122 2655 EL CAMINO REAL TUSTIN, CA 92782 94-1380-23 SEPTEMBER 30, 2019 SITE DETAILS DD42-08 T U S T I N, C A L I F O R N I A S E P T E M BER 3 0, 2 0 1 9 ©MGAll rights reserved. No part of this document may reproduced in any form or by any means without permission in writing from MG2. GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF: a. THE TUSTIN GRADING AND EXCAVATION CODE b. COMMUNITY DEVELOPMENT STANDARDS c. SPECIAL REQUIREMENTS OF THE GRADING PERMIT d. THE UNIFORM BUILDING CODE e. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION/SUPPLEMENTS WHENEVER SPECIAL REQUIREMENTS CONFLICT ON ANY SUBJECT MATTER, THE COMMUNITY DEVELOPMENT DEPARTMENT OR REPRESENTATIVE WILL DETERMINE WHICH SPECIAL REQUIREMENT AND/OR CODE WILL GOVERN. 2. NO GRADING SHALL BE STARTED WITHOUT FIRST NOTIFYING THE COMMUNITY DEVELOPMENT DEPARTMENT, BUILDING DIVISION. A PREGRADING MEETING AT THE SITE IS REQUIRED BEFORE START OF CLEARING AND GRADING WITH THE FOLLOWING PEOPLE PRESENT: OWNER, GRADING CONTRACTOR, DESIGN CIVIL ENGINEER, SOIL ENGINEER, GEOLOGIST, COMMUNITY DEVELOPMENT DEPARTMENT, BUILDING DIVISION, ARCHAEOLOGISTS OR THEIR REPRESENTATIVES. 3. THE PERMITTEE OR PERMITTEE'S AGENT SHALL NOTIFY THE COMMUNITY DEVELOPMENT DEPARTMENT, BUILDING DIVISION WHEN THE GRADING OPERATION IS READY FOR EACH OF THE FOLLOWING INSPECTIONS: (PHONE 714/573-3141 OR 573-3131/3132). a. INITIAL INSPECTION. WHEN THE PERMITTEE IS READY TO BEGIN WORK, BUT NOT LESS THAN TWO DAYS BEFORE ANY CLEARING OR GRADING IS STARTED. b. TOE INSPECTION. AFTER THE NATURAL GROUND OR BEDROCK IS EXPOSED AND PREPARED TO RECEIVE FILL, BUT BEFORE FILL IS PLACED. c. EXCAVATION INSPECTION. AFTER THE EXCAVATION IS STARTED, BUT BEFORE THE VERTICAL DEPTH OF THE EXCAVATION EXCEEDS TEN FEET. d. FILL INSPECTION. AFTER THE FILL PLACEMENT IS STARTED, BUT BEFORE THE VERTICAL HEIGHT OF THE FILL EXCEEDS TEN FEET. e. DRAINAGE DEVICE INSPECTION. AFTER FORMING OF TERRACE DRAINS, DOWN -DRAINS OR FILLER AFTER PLACEMENT OF PIPE IN SUBDRAINS, BUT BEFORE ANY CONCRETE OR FILLER MATERIAL IS PLACED. f. ROUGH GRADING INSPECTION. WHEN ALL ROUGH GRADING HAS BEEN COMPLETED, THIS INSPECTION MAY BE CALLED FOR AT THE COMPLETION OF ROUGH GRADING WITHOUT THE INSPECTOR NECESSARILY HAVING PREVIOUSLY REVIEWED AND APPROVED THE REQUIRED REPORTS. g. FINAL GRADING AND IMPROVEMENT INSPECTION. WHEN ALL WORK (INCLUDING INSTALLATION OF ALL DRAINAGE STRUCTURES, OTHER PROTECTIVE DEVICES AND ALL OTHER IMPROVEMENTS WHICH INCLUDE LANDSCAPING AND IRRIGATION SYSTEMS) HAS BEEN COMPLETED AND THE AS -GRADED PLAN, PROFESSIONAL CERTIFICATIONS AND THE REQUIRED REPORTS HAVE BEEN SUBMITTED. 4. CUT AND FILL SLOPES SHALL BE NO STEEPER THAN TWO HORIZONTAL TO ONE VERTICAL. 5. FILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM 90% DENSITY AS DETERMINED BY ASTM D1557-78 AND CERTIFIED BY THE SOIL ENGINEER. THE NUCLEAR GAUGE SHALL BE USED FOR IN-PLACE DENSITY TESTS. 6. AREAS TO RECEIVE FILL SHALL BE PROPERLY PREPARED AND APPROVED BY THE COMMUNITY DEVELOPMENT DEPARTMENT, BUILDING DIVISION OR REPRESENTATIVE AND SOIL ENGINEER PRIOR TO PLACING OF FILL. 7. FILLS SHALL BE BENCHED WITH APPROVED MATERIAL AS PER DETAIL ON PLAN. 8. ALL EXISTING FILLS SHALL BE APPROVED BY THE SOIL ENGINEER AND COMMUNITY DEVELOPMENT DEPARTMENT, BUILDING DIVISION OR REPRESENTATIVE BEFORE ANY ADDITIONAL FILLS ARE NEEDED. 9. ANY EXISTING IRRIGATION LINES AND CISTERNS SHALL BE REMOVED OR CRUSHED IN PLACE AND BACKFILLED AND APPROVED BY THE COMMUNITY DEVELOPMENT DEPARTMENT, BUILDING DIVISION AND SOIL ENGINEER. 10. SLOPES EXCEEDING FIVE FEET IN HEIGHT MUST BE PLANTED WITH AN APPROVED PLANT MATERIAL. IN ADDITION, SLOPES EXCEEDING 15 FEET IN HEIGHT MUST BE PROVIDED WITH AN APPROVED IRRIGATION SYSTEM. 11. THE STOCKPILING OF EXCESS MATERIAL SHALL BE APPROVED BY THE COMMUNITY DEVELOPMENT DEPARTMENT, BUILDING DIVISION PRIOR TO EXCAVATION. 12. THE DESIGN CIVIL ENGINEER, PRIOR TO ROUGH GRADE APPROVAL, SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD, SET AT THE HIGHEST POINT IN THE FINISHED DRAINAGE SWALE. THE ELEVATION OF THE FLOOR SHALL ALSO BE PROVIDED TO INSURE PROPER CLEARANCE AND FALL TO DRAINAGE SWALE. THESE ELEVATIONS SHALL BE NOTED ON THE BUILDING PLANS. 13. ALL TRENCH BACKFILLS SHALL BE TESTED AND APPROVED BY THE SITE SOIL ENGINEER PER THE GRADING AND EXCAVATION CODE. 14. THE ENGINEERING GEOLOGIST AND SOIL ENGINEER SHALL, AFTER CLEARING AND PRIOR TO THE PLACEMENT OF FILL IN CANYONS, INSPECT EACH CANYON FOR AREAS OF ADVERSE STABILITY AND TO DETERMINE THE PRESENCE OR ABSENCE OF SUBSURFACE WATER OR SPRING FLOW. IF NEEDED, DRAINS WILL BE DESIGNED AND CONSTRUCTED PRIOR TO THE PLACEMENT OF FILL IN EACH RESPECTIVE CANYON. 15. SUBDRAIN OUTLETS SHALL BE COMPLETED AT THE BEGINNING OF THE SUBDRAIN CONSTRUCTION. 16. THE EXACT LOCATION OF THE SUBDRAINS SHALL BE SURVEYED IN THE FIELD FOR LINE AND GRADE, AND THE LOCATION SHALL BE SHOWN ON THE "RECORD DRAWING" PLANS. 17. ALL CUT SLOPES SHALL BE INVESTIGATED BOTH DURING AND AFTER GRADING BY AN ENGINEERING GEOLOGIST TO DETERMINE IF ANY SLOPE STABILITY PROBLEM EXISTS. SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICAL HAZARDS, THE ENGINEERING GEOLOGIST SHALL RECOMMEND NECESSARY TREATMENT TO THE COMMUNITY DEVELOPMENT DEPARTMENT, BUILDING DIVISION FOR APPROVAL. 18. WHERE SUPPORT OR BUTTRESSING OF CUT AND NATURAL SLOPES IS DETERMINED TO BE NECESSARY BY THE ENGINEERING GEOLOGIST AND SOIL ENGINEER, THE SOIL ENGINEER WILL SUBMIT DESIGN, LOCATION AND CALCULATIONS TO THE COMMUNITY DEVELOPMENT DEPARTMENT, BUILDING DIVISION PRIOR TO CONSTRUCTION. THE ENGINEERING GEOLOGIST AND SOIL ENGINEER WILL INSPECT AND CONTROL THE CONSTRUCTION OF THE BUTTRESSING AND CERTIFY TO THE STABILITY OF THE SLOPE AND ADJACENT STRUCTURES UPON COMPLETION. 19. WHEN CUT PADS ARE BROUGHT TO NEAR GRADE, THE ENGINEERING GEOLOGIST SHALL DETERMINE IF THE BEDROCK IS EXTENSIVELY FRACTURED OR FAULTED AND WILL READILY TRANSMIT WATER. IF CONSIDERED NECESSARY BY THE ENGINEERING GEOLOGIST AND SOIL ENGINEER, A COMPACTED FILL BLANKET WILL BE PLACED. 20. THE ENGINEERING GEOLOGIST SHALL PERFORM PERIODIC INSPECTIONS AND SUBMIT A COMPLETE REPORT AND MAP UPON COMPLETION OF THE ROUGH GRADING. 21. THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOIL ENGINEER SHALL BE SUBMITTED PRIOR TO ACCEPTANCE OF THE GRADING. SUFFICIENT MAXIMUM DENSITY DETERMINATIONS SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES USED BY THE FIELD TECHNICIAN. NO. I DATE 22. NOTIFICATION OF NONCOMPLIANCE: IF, IN THE COURSE OF FULFILLING THEIR RESPONSIBILITY, THE CIVIL ENGINEER, THE SOIL ENGINEER, THE ENGINEERING GEOLOGIST OR THE TESTING AGENCY FINDS THAT THE WORK IS NOT BEING DONE IN CONFORMANCE WITH THE APPROVED GRADING PLANS, THE DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE PERSON IN CHARGE OF THE GRADING WORK AND TO THE COMMUNITY DEVELOPMENT DEPARTMENT, BUILDING DIVISION. RECOMMENDATIONS FOR CORRECTIVE MEASURES, IF NECESSARY, SHALL BE SUBMITTED TO THE DIRECTOR OF COMMUNITY DEVELOPMENT, OR REPRESENTATIVE FOR APPROVAL. 23. THE DESIGN CIVIL ENGINEER SHALL PROVIDE WRITTEN APPROVAL THAT THE GRADING OPERATION IS IN COMPLIANCE WITH THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE CODES AT COMPLETION OF THE GRADING OPERATION. 24. DUST SHALL BE CONTROLLED BY WATERING. 25. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE. 26. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE. 27. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS, AND APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT. IN ALL CASES, THE CONTRACTOR AND/OR DEVELOPER SHALL BE HELD LIABLE FOR ANY DAMAGE DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS. 28. ALL WATER WELLS SHALL BE ABANDONED IN COMPLIANCE WITH THE CITY OF TUSTIN REQUIREMENTS AND IN ACCORDANCE WITH THE STATE DEPARTMENT OF WATER RESOURCES. 29. ALL EXISTING SEWERS, CESSPOOLS AND SEPTIC TANKS OR OTHER SEWAGE DISPOSAL FACILITIES SHALL BE ABANDONED IN COMPLIANCE WITH THE UNIFORM PLUMBING CODE AND TO THE APPROVAL OF THE SOIL ENGINEER AND COMMUNITY DEVELOPMENT DEPARTMENT, BUILDING DIVISION. 30. PRIOR TO FINAL APPROVAL, THE DESIGN CIVIL ENGINEER SHALL CERTIFY TO THE COMMUNITY DEVELOPMENT DEPARTMENT, BUILDING DIVISION THE NUMBER OF CUBIC YARDS OF CUT, FILL, IMPORT, OR EXPORT MOVED DURING THE GRADING OPERATION. 31. WHENEVER THERE IS AN EXISTING CATCH BASIN ALONG THE CONSTRUCTION SITE FRONTAGE, AN ON-SITE STORM DRAIN SHALL BE CONSTRUCTED TO CONVEY WATER DIRECTLY TO THE PUBLIC STORM DRAIN SYSTEM. EXCEPTIONS SHALL REQUIRE APPROVAL BY THE COMMUNITY DEVELOPMENT DEPARTMENT, BUILDING DIVISION. 32. PRIOR TO ANY GRADING OPERATIONS, THE CITY'S DIRECTOR OF COMMUNITY DEVELOPMENT SHALL ASCERTAIN THAT THE DEVELOPER HAS NOTIFIED A QUALIFIED ARCHEOLOGIST AND THAT HE WILL BE PERMITTED ON THE SITE DURING GRADING OPERATIONS AND THAT HE WILL HAVE THE AUTHORITY TO STOP OR REDIRECT GRADING UNTIL ANY DISCOVERY CAN BE PROPERLY RECOVERED AND SUBMITTED TO THE CITY'S POLICY ON ARCHAEOLOGICAL SITES. 33. ALL CONCRETE STRUCTURES THAT COME IN CONTACT WITH THE ON-SITE SOIL SHALL BE CONSTRUCTED WITH TYPE V CEMENT UNLESS RECOMMENDED OTHERWISE IN THE PROJECT GEOTECHNICAL REPORT AND APPROVED BY THE BUILDING OFFICIAL. 34. ALL PLANTERS ADJACENT TO THE FOUNDATIONS SHALL BE SEALED ALONG SIDE OF THE FOUNDATION FOOTING AND EXTENDED UNDER THE PLANTER AREA TO A MINIMUM OF 12" TO PREVENT MOISTURE FROM REACHING THE FOUNDATION SUB -GRADE SOIL. ALL CONCRETE PLANTER CURBS ADJACENT TO PAVEMENT AREAS SHALL BE CONSTRUCTED WITH WEEP HOLES THROUGH THE CURBFACE. 35. EXPORT SOIL MUST GO TO A LEGAL DUMP OR TO A PERMITTED SITE APPROVED BY THE COMMUNITY DEVELOPMENT DEPARTMENT, BUILDING DIVISION. 36. PERMISSION IS REQUIRED FROM THE ADJACENT PROPERTY OWNER WHENEVER WORK IS PROPOSED ACROSS THE PROPERTY LINE. 37. THE PRELIMINARY REPORT AND ALL SUBSEQUENT REPORTS AS APPROVED BY THE COMMUNITY DEVELOPMENT DEPARTMENT ARE CONSIDERED A PART OF THE APPROVED GRADING PLAN. 38. PROVIDE WEAKENED PLANE JOINTS IN CONCRETE CURBS 10' ON CENTERS. 39. ALL WALKWAYS, LANDINGS, AND OTHER FINISHED SURFACES AT DOORWAYS SHALL BE FINISHED TO WITHIN ONE-HALF INCH OR LESS OF THE DOORWAY THRESHOLD. 40. ANY DIRT, ROCK OR CONSTRUCTION MATERIAL THAT MAY BE TRACKED OR DROPPED WITHIN THE PUBLIC RIGHTS-OF-WAY DURING THE TRANSPORTATION OF SAID MATERIAL OR EQUIPMENT ASSOCIATED WITH THE PROJECT SHALL BE CLEANED OR REMOVED DAILY AND AS DEEMED NECESSARY BY THE COMMUNITY DEVELOPMENT DEPARTMENT, BUILDING DIVISION. 41. DIRT ACCESS RAMPS OVER CURB AND GUTTER TO CONSTRUCTION SITES ARE NOT ALLOWED. WHEN NECESSARY FOR ENTRANCE TO SUCH CONSTRUCTION SITES, ASPHALT RAMPS WITH A MINIMUM 3" DIAMETER PIPE WILL BE CONSTRUCTED PER ENGINEERING DIVISION REQUIREMENTS. ALL BASE, GRAVEL, SOIL OR OTHER MATERIAL CARRIED INTO THE ROADWAY BY CONTRACTOR'S PERSONNEL OR EQUIPMENT WILL BE CLEANED AS NECESSARY AND NO LESS THAN ONCE A DAY. TRUCKS HAULING BASE, GRAVEL, FILL OR EXPORT MATERIALS WITHIN CITY LIMITS WILL BE TARPED AS NECESSARY TO PREVENT MATERIALS FROM SPILLING INTO THE ROADWAY. 42. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY O.S.H.A. PERMITS. 43. PROPOSED REVISIONS TO THE GRADING PLAN SHALL BE DRAWN IN RED PENCIL ON BLUELINES OF THE APPROVED PLAN. THESE BLUELINES ARE THEN TO BE SUBMITTED TO THE COMMUNITY DEVELOPMENT DEPARTMENT FOR REVIEW AND APPROVAL. ONLY AFTER THE BLUELINE APPROVAL IS GIVEN SHOULD THE ORIGINALS BE CHANGED BY THE ENGINEER/ARCHITECT. 44. AS BUILTS THE CIVIL ENGINEER OR ARCHITECT SHALL SUBMIT ONE COPY OF THE GRADING PLAN SHOWING "RECORD DRAWINGS" ITEMS IN RED TO THE COMMUNITY DEVELOPMENT DEPARTMENT FOR REVIEW AND APPROVAL. ONLY AFTER THE BLUELINE APPROVAL IS GIVEN SHOULD THE ORIGINALS BE CHANGED BY THE ENGINEER. THE DEVELOPER SHALL THEN SUBMIT, 4"X 6" PLASTIC CARDS WITH SIX (6) SHEETS PER CARD, TO BE USED WITH A MINOLTA RP407 (READER/PRINTER), COPIES OF THE "RECORD DRAWINGS" GRADING PLANS, WITH WORDS "RECORD DRAWINGS" BOLDLY AFFIXED TO THE TITLE SHEET, TO THE COMMUNITY DEVELOPMENT DEPARTMENT PRIOR TO FINAL ACCEPTANCE. 45. A MINIMUM OF 6" AGGREGATE BASE COMPACTED TO 95% WILL BE REQUIRED UNDER 8" CONCRETE VALLEY GUTTERS. 46. OPEN CUTS OF ANY PUBLIC STREET OR ALLEY WILL NOT BE PERMITTED WITHOUT PRIOR APPROVAL BY THE CITY ENGINEER OR REPRESENTATIVE. 47. WHEN CURB AND GUTTER AND/OR SIDEWALK SUBGRADE IS OVERCUT 1"OR LESS THE SUBGRADE SHALL NOT BE BACKFILLED AND THE CURB AND GUTTER OR SIDEWALK SHALL BE POURED TO A THICKER SECTION DIRECTLY ONTO THE OVERCUT SUBGRADE. WHEN CURB AND GUTTER AND/OR SIDEWALK SUBGRADE IS OVERCUT IN EXCESS OF 1" THE SUBGRADE SHALL BE BROUGHT BACK TO PROPER LEVEL WITH CRUSHED MISCELLANEOUS BASE WATERED AND COMPACTED TO 95% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE. 48. ALL COMPACTION TESTS AND MATERIALS TESTING SHALL BE PROVIDED BY THE LOCAL CONTRACTOR OR DEVELOPER IN ACCORDANCE WITH THE NUMBER, LOCATION AND FREQUENCY REQUESTED BY THE COMMUNITY DEVELOPMENT DEPARTMENT, BUILDING DIVISION. ZONING DESIGNATION: PC -MU / ETSP SCOPE OF WORK: GRADING ASSOCIATED WITH DEMOLITION OF EXISTING GOODYEAR TIRE CENTER & ADJACENT GOODYEAR PARKING LOT AND CONSTRUCTION OF NEW COSTCO GASOLINE STATION REVISIONS BENCH MARK DESCRIPTION APP'D BENCHMARK DESIGNATION: 39-117-91 ELEVATION: 118.810 DATUM/ADJ: NAVD88/1991 DESCRIPTION: DESCRIBED BY OCS 2002 - FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED "3E-11791", SET IN THE NORTHEAST CORNER OF A 6 FT. BY 4 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE WESTERLY CORNER OF THE INTERSECTION OF IRVINE BOULEVARD AND MYFORD ROAD, 40 FT. SOUTHWESTERLY OF THE CENTERLINE OF IRVINE BOULEVARD AND 60 FT. NORTHWESTERLY OF THE CENTERLINE OF MYFORD. MONUMENT IS SET LEVEL WITH THE SIDEWALK. LEGAL DESCRIPTION LOT 4 AND LOT 5 OF TRACT NO. 14610, IN THE CITY OF TUSTIN, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS PER MAP RECORDED MAY 19, 1992 IN BOOK 688, PAGES 45-48 INCLUSIVE, OF MISCELLANEOUS MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. 49. THE COMMUNITY DEVELOPMENT DEPARTMENT'S APPROVAL ON THESE PLANS SHALL NOT RELIEVE THE DESIGN CIVIL ENGINEER, CONTRACTOR AND OWNER FROM THE COMPLIANCE WITH STATE AND LOCAL CODES. THE DESIGN CIVIL ENGINEER IS RESPONSIBLE FOR: CONFIRMING AND CORRELATING ALL DESIGN FEATURES, SPECIFICATIONS, QUANTITIES, DIMENSIONS AND PERMITS; AND PERFORMING THE WORK IN A PROFESSIONAL MANNER. THESE PLANS HAVE BEEN CHECKED BY THE CITY OF TUSTIN ONLY FOR CONFORMANCE WITH CITY STANDARDS AND SPECIFICATIONS, COMPLIANCE WITH DEVELOPMENT CONDITIONS, AND FOR GENERAL CONCEPTUAL APPROVAL OF THE STREET, SEWER, DRAINAGE, AND PARKWAY DESIGN SHOWN THEREON. NO DETAILED MATHEMATICAL CHECK WAS MADE FOR THE ACCURACY OF THE EXISTING OR PROPOSED DIMENSIONS, LINES OR GRADES SHOWN INCLUDING ALL EXISTING UTILITIES SHOWN OR NOT SHOWN. THE CITY'S APPROVAL IS BASED ON CONFORMANCE OF THE PREVIOUS STATEMENTS. PAVING NOTES 1. A PRE -PAVING MEETING IS REQUIRED 48 HOURS PRIOR TO PAVING. 2. THE AGGREGATE BASE SECTION SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DENSITY. MAXIMUM AND IN-PLACE DENSITY TO BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST NO. 231. 3. A TACK COAT (PAINT BINDER) SHALL BE APPLIED BETWEEN PAVEMENT LAYERS, AND ON EXISTING PAVEMENT TO BE RESURFACED AT A RATE OF 0.10 GAL./SQ. YD. THE TACK COAT SHALL BE A TYPE SS1 ASPHALT EMULSION. 4. UNTREATED BASE MATERIALS SHALL BE PER ORANGE COUNTY EMA STANDARD NO. 1804. 5. ALL ASPHALT CONCRETE SHALL BE CONSTRUCTED IN A MINIMUM OF TWO MACHINE LAID LIFTS CONSISTING OF A 3/4" MAXIMUM AGGREGATE, MEDIUM GRADING BASE COURSE AND A 0.10 FOOT THICK 1/2" MAXIMUM AGGREGATE, MEDIUM GRADING WEARING COURSE. 6. ALL NATIVE MATERIAL SUBGRADES SHALL BE COMPACTED TO 90% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE. 7. PAVEMENT SECTION RECOMMENDATIONS SHALL BE SUBMITTED TO THE CITY FOR APPROVAL PRIOR TO ISSUANCE OF ROUGH GRADE RELEASE. THE RECOMMENDATIONS SUBMITTED BY THE SOIL ENGINEER SHALL BE BASED ON VALUE ANALYSIS OF THE SITE SUBGRADE SOILS AND TRAFFIC INDICES APPROVED BY THE CITY OF TUSTIN. 8. ASPHALT WILL HAVE AN ON-SITE DEPUTY INSPECTOR TO INSPECT THICKNESS, TEMPERATURE, AND DENSITY. 95% MINIMUM REQUIRED COMPACTION. EROSION CONTROL NOTES IN CASE OF EMERGENCY CALL TBD (RESPONSIBLE PERSON) AT TBD (24 HR. PHONE NO.) THE UNDERSIGNED CIVIL ENGINEER WILL REVIEW EROSION CONTROL WORK. MARK NERO, P.E. (PRINT NAME) (SIGNATURE) (DATE) A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS EMINENT DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE COMMUNITY DEVELOPMENT DEPARTMENT, BUILDING DIVISION. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE-DAY RAIN PROBABILITY FORECAST EXCEEDS 40 PERCENT. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS AND DESILTING BASINS. ANY GRADED SLOPE SURFACE PROTECTION MEASURES DAMAGED DURING A RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED. THE FACES OF CUT AND FILL SLOPES SHALL BE PREPARED AND MAINTAINED TO CONTROL AGAINST EROSION. EROSION PROTECTION SHALL CONSIST OF EFFECTIVE PLANTING OF ALL SLOPES IN EXCESS OF FIVE (5) FEET HIGH UNLESS OTHERWISE APPROVED BY THE COMMUNITY DEVELOPMENT DEPARTMENT, BUILDING DIVISION. SLOPES EXCEEDING FIFTEEN (15) FEET HIGH MAY REQUIRE AN ADEQUATE SPRINKLER SYSTEM, AS DETERMINED BY THE COMMUNITY DEVELOPMENT DEPARTMENT, BUILDING DIVISION. THE SLOPE PROTECTION SHALL BE INSTALLED AS SOON AS PRACTICABLE AND PRIOR TO CALLING FOR FINAL INSPECTION. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE SLOPE AT THE CONCLUSION OF EACH WORKING DAY. A GUARD SHALL BE POSTED ON THE SITE WHENEVER THE DEPTH OF WATER IN ANY DEVICE EXCEEDS TWO FEET. PLACEMENT OF DEVICES TO REDUCE EROSION DAMAGE WITHIN THE TRACT MUST BE SHOWN ON THE PLAN. GRADING PERMITS WILL NOT BE ISSUED WITHOUT AN APPROVED EROSION CONTROL PLAN. EROSION CONTROL SHALL BE IMPLEMENTED DURING THE RAINY SEASON (OCTOBER 1 THROUGH APRIL 15), OR ANY TIME RAIN IS IMMINENT. EARTHWORK: A.P.N. RAW CUT: 500 CY 500-185-04 & 05 RAW FILL: 600 CY DISTURBED AREA: 2.38 acres (DR 2018-00026 / CUP 2018-00018) BASIS OF BEARINGS BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF TUSTIN RANCH ROAD BEING N40°39'23" AS SHOWN ON TRACT NO 14610, BOOK 688, PAGE(S) 45 THROUGH 48 INCLUSIVE OF MISCELLANEOUS MAPS, RECORDS OF ORANGE COUNTY. OWNER ENGINEERING GEOLOGIST SOIL ENGINEER CURB & GUTTER THIS PLAN CONFORMS TO THE THIS PLAN CONFORMS TO THE COSTCO WHOLESALE RECOMMENDATIONS OF THE RECOMMENDATIONS OF THE SOIL 999 LAKE DRIVE ENGINEERING GEOLOGY REPORT. ENGINEERING REPORT. ISSAQUAH, WA. 98027 DATED: NOVEMBER 16, 2018 DATED: NOVEMBER 16, 2018 BRYAN E. CRYSTAL, PE, GE DATE DANIEL CASTLE, PE DATE CEG C NO.2639 pp 1I EXP. JUNE 30,2020 RCE NO.89074pp 244EXP. SEPT. 30, 2020 I RIDGE ROUTE DRIVE, SUITE 225 244 RIDGE ROUTE DRIVE, SUITE 225 LAGUNA HILLS, CA 92653 LAGUNA HILLS, CA 92653 TEL:(949) 727-9242 TEL:(949) 727-9242 Underground Serve e A60 of Southern California Call: TOLL FREE 811 TWO WORKING DAYS BEFORE YOU DIG PLANS FOR Ill PRECISE GRADING I� COSTCO GAS STATION to TUSTIN #122LU VICINITY MAP ABBREVIATIONS: AC ASPHALT PAVEMENT C&G CURB & GUTTER ELEC ELECTRICAL ESMT EASEMENT EX EXISTING FL FLOWLINE FS FINISH SURFACE HP HIGH POINT INV INVERT LP LOW POINT PA PLANTER AREA PL PROPERTY LINE PROP PROPOSED RCP REINFORCED CONCRETE PIPE R/W RIGHT OF WAY SD STORM DRAIN SDWK SIDEWALK TC TOP OF CURB TG TOP OF GRATE TYP TYPICAL I PROPOSED LIGHT � EXISTING LIGHT PLAN INDEX SHEET NO. TITLE SHEET 1 CONSTRUCTION NOTES & SECTIONS 2 CONDITIONS OF APPROVAL 3-4 DEMOLITION PLAN 5 0 CD PRECISE GRADING PLAN 6-8 PRECISE GRADING DETAILS 9 STORM DRAIN PLAN 10-11 STORM DRAIN DETAILS 12-13 CD MODULAR WETLAND DETAILS 14 EROSION CONTROL PLAN 15 EROSION CONTROL DETAILS 16 HORIZONTAL CONTROL PLAN 17 N LEGEND: AC PAVEMENT 10 CONIC. PAVEMENT 0 WDID #: 8 30C387612 CD 0 COMMUNITY DEVELOPMENT DEPARTMENT THIS SET OF PLANS & SPECIFICATIONS MUST BE KEPT ON THE JOB AT ALL TIMES & IT IS UNLAWFUL TO MAKE ANY CHANGES OR ALTERATIONS WITHOUT WRITTEN PERMISSION FROM THE CITY OF TUSTIN COMMUNITY DEVELOPMENT DEPARTMENT THE STAMPING OF THIS PLAN & SPECIFICATIONS SHALL NOT BE HELD TO PERMIT OR BE AN APPROVAL OF THE VIOLATION OF ANY PROVISIONS OF ANY CITY ORDINANCE OR STATE LAW. PREPARED BY: Noll PROFESSIO K N NFA F P ti O FUSCOE 0 NO. 80066 m II1i E N N G I N E E R I N G EXP. 09/30/20 16795 Von Korman, Suite 100 Irvine, California 92606 sT clVl\� `P tel 949.474.1960 0 fax 949.474.5315 qTf OF CA0F www.fuscoe.com MARK NERO RCE NO.80066 EXP. 09/30/20 u7 r z 0 Q V) Q / o_ CD a_ / COSTCO GAS STATION PRECISE GRADING PLAN o Q CD 1-1 TITLE SHEET cn z n TRACT NO.: TRACT NO. 14610 Ln STREET ADDRESS: 2655.5 EL CAM I NO REAL Ln CITY I.D. NO.: CITY PERMIT NO.: G2019-00003cn bi SHEET 1 OF 1 700 �r - - - - s -- -- ------ - f - � V 1 ...... 1 1 1 Ln 1 r w ' N �I 2505 EL CAMINO REAL ' 1 1 1 1 1 1 1 5.3' PLANTER AREA EX. WALL � nl _CJI EX. BLDG. �' 1 �N4V20'39"W � 775 c ° 5J(4J°20'3 ---------------------------- - - - - - - EL CAMINO REAL ------ -- -_____ELCAMINOREAL 20.9' It 17' PARKING STALL 2% 6" CURB ONLY 24' 19' 19 24' 19' 19' RIVE AISLE PARKING PARKING DRIVE AISLE PARKING PARKING STALLS STALLS EX. (STALLS STALLS I SURFACE 1 0.2% — 5.3' NO. DESCRIPTION PLANTER UNITS 11 AREA - - 18' 24' 2,165 PARKING 3 DRIVE AISLE 540 STALL 4 I 3,260 SF 5 1.0% 4 6" CURB 6" CURB ONLY ONLY EX. TIRE CENTER 7 EX. TIRE CENTER SECTION A -A SCALE: 1 "=20' 7.5' ISLAND 81' 9 PARKING STALLS I I f o 0_4% — — -------- EX. SURFACE EX. TIRE CENTER SECTION B -B SCALE: 1 "=20' EX. TIRE CENTER INDEX MAP SCALE: 1 "=40' 24' 17' 10.6' DRIVE AISLE PARKING ISLAND STALL 1.0%1 1.5% 6" CURB ONLY 8.8' ISLAND 1 6" CURB 1 & GUTTER 6" CURB ONLY 2655 EL CAMINO REAL EXISTING ACCESS DRIVEWAY VARIES 10' TO 45' DEMOLITION REMOVAL NOTES NO. DESCRIPTION QUANTITIES UNITS 11 PROTECT IN PLACE, ITEM PER PLAN - - 2 REMOVE EXISTING CONCRETE CURB 2,165 LF 3 REMOVE EXISTING CONCRETE CURB & GUTTER 540 LF 4 REMOVE EXISTING CONCRETE SIDEWALK 3,260 SF 5 REMOVE EXISTING CONCRETE CURB RAMP 4 EA 6 REMOVE EXISTING AREA LIGHT 2 EA 7 IREMOVE EXISTING TREE/LANDSCAPE & IRRIGATION LINES 1 LS 8 REMOVE EXISTING WALL & FOOTING 70 LF 9 REMOVE EXISTING CATCH BASIN 1 EA 11011 REMOVE EXISTING TRANSFORMER & BOLLARDS 1 EA 11 REMOVE EXISTING BUILDING 9,000 SF 11211 REMOVE EXISTING CONCRETE PAVEMENT 4,350 SF 11311 REMOVE EXISTING WATER METER 1 EA 14 REMOVE EXISTING SAND/OIL INTERCEPTOR AND CAP AT 4" LATERAL. THE PIPE ALIGNMENT SHOWN IS ASSUMED. NO RECORD DRAWING WERE AVAILABLE FOR THE SAND/OIL SEPARATOR. 3 EA 10 11511 REMOVE EXISTING 18" STORM DRAIN PIPE, PLUG END 9 LF 11611 SAWCUT & REMOVE EXISTING AC PAVEMENT 75,400 SF 11711SANDBLAST & REMOVE EXISTING PAVEMENT MARKING/STRIPING 1 LS 18 EXISTING LIGHT TO BE RELOCATED PER ELECTRICAL PLANS 5 EA 19 ABANDON EXISTING SEWER LATERAL IN PLACE, FILL WITH SLURRY AND CAP AT 6" PIPE 80 LF 34.9' 100.6' PRECISE GRADE CONSTRUCTION NOTES NO. DESCRIPTION QUANTITIES UNITS OCONSTRUCT HEAVY DUTY PAVEMENT: 6.5" AC OVER 10.5" AB, SUBGRADE TO BE PREPARED PER 41,750 SF 31 GEOTECHNICAL RECOMMENDATIONS 475 LF OCONSTRUCT LIGHT DUTY PAVEMENT: 4" AC OVER 6.5" AB, SUBGRADE TO BE PREPARED PER GEOTECHNICAL 18,750 SF 33 RECOMMENDATIONS 65 LF OCONSTRUCT CONCRETE PUMP SLAB: 8" PCC OVER 6" AB, SUBGRADE TO BE PREPARED PER GEOTECHNICAL 14,900 SF RECOMMENDATIONS ®CONSTRUCT CONCRETE TANK SLAB: 8" PCC OVER 6" AB, SUBGRADE TO BE PREPARED PER GEOTECHNICAL 4,200 SF RECOMMENDATIONS OCONSTRUCT CONCRETE PAVEMENT: 8" PCC OVER 6" AB, SUBGRADE TO BE PREPARED PER GEOTECHNICAL 4,670 SF 3� RECOMMENDATIONS 1 EA © CONSTRUCT 6" CONCRETE CURB ONLY, TYPE B-1, PER CITY OF TUSTIN STD. NO. 201 3,110 LF O7 CONSTRUCT 6" CONCRETE CURB & GUTTER, TYPE D, PER CITY OF TUSTIN STD. NO. 201 800 LF ® CONSTRUCT LOCAL DEPRESSION PER CITY OF TUSTIN STD. NO. 304 AND DETAIL ON SHEETS 6 & 7 2 EA O9 CONSTRUCT 4" THICK CONCRETE SIDEWALK PER CITY OF TUSTIN STD. NO. 202 670 SF 10 CONSTRUCT CONCRETE CURB RAMP PER DETAILS ON SHEET 9 3 EA 11 CONSTRUCT 3' WIDE CONCRETE RIBBON GUTTER PER DETAIL ON SHEET 9 146 LF 12 CONSTRUCT FULL DEPTH AC PAVEMENT PATCH PER CITY OF TUSTIN STD. NO. 107 800 SF 13 CONSTRUCT 1.5' WIDE CONCRETE CURB CHANNEL PER DETAIL ON SHEET 9 27 LF 14 STALL STRIPING, SIGNAGE & PAVEMENT MARKINGS PER ARCHITECT'S PLANS - - 15 LIGHT FIXTURE PER LANDSCAPE PLANS - - 16 CLEAN AIR SEPATATOR ENCLOSURE PER ARCHITECT'S PLANS - - 17 UNDERGROUND FUEL TANKS PER ARCHITECT'S PLANS - - 18 CART CORRAL PER ARCHITECT'S PLANS - - 19 BOLLARDS PER ARCHITECT'S PLANS - - 2p PROTECT IN PLACE, ITEM PER PLAN - - 21 INSTALL TRUNCATED DOMES PER CITY OF TUSTIN STD. PLAN NO. 211 15 SF 2� TRANSFORMER PER ARCHITECT'S PLAN - - 23 NEW LOCATION OF LIGHT PER ELECTRICAL PLANS 5 EA 4 CONSTRUCT CONCRETE STEPS WITH 6.5" RISERS AND 11" TREAD PER DETAIL ON SHEET 9 1 EA 25 CONSTRUCT CMU WALL PER DETAIL 25 ON SHEET -9 43 LF STORM DRAIN CONSTRUCTION NOTES NO. DESCRIPTION QUANTITIES UNITS 30 INSTALL 4" PVC (SDR -35) STORM DRAIN PIPE OR APPROVED EQUAL 510 LF 31 INSTALL 12" PVC (SDR -35) STORM DRAIN PIPE OR APPROVED EQUAL 475 LF 3� INSTALL 18" RCP STORM DRAIN PIPE 3 LF 33 INSTALL 24" RCP STORM DRAIN PIPE 65 LF 34 INSTALL 18" PVC 90° BEND FITTING PER MANUFACTURER'S STANDARDS AND SPECIFICATIONS 9 EA INSTALL 24"X24" BROOKS PRODUCT 2424CB CATCH BASIN WITH ADA GRATE PER PLAN OR EQUIVALENT. USE O35 EXTENSIONS AS REQUIRED. INVERTS PER PLAN, PER DETAIL ON SHEET 13 1 EA INSTALL 36"X36" BROOKS PRODUCT 3636CB CATCH BASIN WITH STEEL COVER/GRATE PER PLAN OR 36 EQUIVALENT. USE EXTENSIONS AS REQUIRED. INVERTS PER PLAN, PER DETAIL ON SHEET 13 3 EA 3� INSTALL OIL/WATER SEPARATOR PER DETAIL ON SHEET 12 1 EA 38 INSTALL OIL STOP VALVE AND MANHOLE PER DETAIL ON SHEET 12 1 EA 39 INSTALL MODULAR WETLAND SYSTEM PER DETAIL ON SHEET 14 2 EA 40 POINT OF CONNECTION TO GAS STATION CANOPY ROOF DRAIN 16 EA 41 INSTALL CATCH BASIN BIOCLEAN "DVERT" DVT -10-8 MODULAR THROUGH DIVERSION SYSTEM OR EQUIVALENT, 1 EA PER DETAIL ON SHEET 13 ® INSTALL PVC TEE FITTING (SIZE PER PLAN) PER MANUFACTURER'S STANDARDS AND SPECIFICATIONS 19 EA 43 INSTALL 12"X4" PVC REDUCER FITTING PER MANUFACTURER'S STANDARDS AND SPECIFICATIONS 2 EA 44 INSTALL 12" PVC 45° BEND FITTING PER MANUFACTURER'S STANDARDS AND SPECIFICATIONS 2 EA 45 CONNECT 12" PVC PIPE TO EXISTING RCP STORM DRAIN WITH ADS INSERTA TEE 12P3518CC OR EQUAL, 1 EA INVERT PER PLAN 46 CORE OR CHIP EXISTING JUNCTION STRUCTURE TO ACCEPT 24" RCP STORM DRAIN PIPE. GROUT NEW STORM 1 EA DRAIN PIPE IN PLACE. INVERT PER PLAN. ® INSTALL STORM DRAIN CLEANOUT PER DETAIL ON SHEET 12 9 EA 18.3' ey LU a - O LU N CT O CN M O O N N 0 N 0 CD 30' 17.5' 18' /E AISLE PARKING CD STALL o EL MODENA y./_PoI N 0.5% I 0 EX. 12' RAW 8.8' SDWK ESMT I I EX. 10' 11 2.6' MEANDERING PLANTER SDWK it AREA — — 6 CURB EX. RET. & GUTTER WALL 146' MEMBER FUELING AREA EX SURFACE SCALE: 1 "=20' 7' ISLAND 6 CURB ONLY SECTION D -D SCALE: 1 "=20' 25.5' DRIVE AISLE 1.6% r 6" CURB ONLY _ 20' PARKING STALL JOIN TO EXISTING Underground of Southern California Call: TOLL FREE 811 TWO WORKING DAYS BEFORE YOU DIG PREPARED BY. Noll —31111111 QRpF "' FUSCOE 0m� N0. 60066 I1iN o EXP. 09/30/20 E N G I N E E R I N G 16795 Von Korman, Suite 100 Irvine, California 92606 FTCIVF- `P tel 949.474.1960 0 fax 949.474.5315 qTe of cr0F www.fuscoe.com MARK NERD RCE N0.80066 EXP. 09 /30 /20 � I � 6" CURB & GUTTER a I 0 CD 0 z N 0 cn CD Ln0 0 u7 r z 0 Q cl Q CD / CD / COSTCO GAS STATION PRECISE GRADING PLAN o CONSTRUCTION NOTES CD CD & SECTIONS g TRACT NO.: TRACT NO. 14610 Ln STREET ADDRESS: 2655.5 EL CAMINO REAL Ln CITY I.D. NO.:rl- cn/ CITY PERMIT NO.: G2019-00003 w SHEET 2 OF 1700 Community Development Department TUSTIN May 9, 2019 - Diana Salazar Costco Director of Real Estate Costco Wholesale Corporation k 9 Corporate Park Suite 230 i.T., ib Irvine, CA 92606 BUILDING OUR FUTURE HONORING OUR PAST Terry Odle MG2 3333 Michelson Drive, Suite 100 Irvine, CA 92612 SUBJECT: DESIGN REVIEW 2018-00026 AND CONDITIONAL USE PERMIT 2018-00018: A REQUEST TO DEMOLISH EXISTING GOODYEAR RETAIL BUILDING, INSTALL NEW PARKING LOT, CONSTRUCT NEW GAS STATION WITH LANDSCAPING AND OTHER RELATED SITE IMPROVEMENTS LOCATED AT 2641 AND 2655 EL CAMINO REAL RESPECTIVELY Dear Sir and Madame Thank you for resubmitting your application, received on April 14, 2019, requesting approval to demolish an existing retail building (Goodyear Tire Center) at 2641 EI Camino Real and construct a new gas station and associated site improvements at 2655 EI Camino Real This request is identified as Design Review (DR) 2018- 00026 and Conditional Use Permit (CUP) 2018-00018. The Community Development Department has reviewed your submitted materials, in conformance with Government Code Section 65943, this is notification that your application is considered COMPLETE. Your project is tentatively scheduled for Tuesday, June 11, 2019, for a public hearing before the Planning Commission. Please submit ten (10) sets of 11" x 17" sized architectural plans folded down to 8'/2" x 11" by May 20, 2019, to the satisfaction of the Community Development Department. Electronic versions of the same must be e-mailed. The Planning Commission meeting begins at 7:00 p.m. in the City Council Chambers at 300 Centennial Way. You or your representatives are encouraged to attend this meeting. The attached Exhibit A is a list of potential conditions of approval for your project. A copy of the meeting agenda and staff report for your project will be available seventy-two (72) hours prior to the public hearing. Please let me know prior to this date whether you would like the information made available to pick up at our offices or mailed as soon as it is ready. Should you have any questions regarding this project, please contact me at (714) 573-3127 or by electronic mail at edemkowicz@tustinca.org. Should you have any questions or concerns regarding this project, please do not hesitate to contact me at (714) 573-3127. Sin erely, Erica H. Demkowicz, AICP Senior Planner 300 Centennial Way, Tustin, CA 92780 • P: (714) 573-3100 • F: (714) 573-3113 • www.tustinca.org DR 2018-00026 CUP 2018-00018 May 9, 2019 Page 3 (1) 1.9 LANDSCAPING (1) 1.12 The applicant shall be responsible for costs associated with any necessary code enforcement action, including attorney's fees, subject to the applicable notice, hearing, and appeal process as established by the City Council by ordinance. All on-site signage, including permanent and temporary signs/banners, shall comply with the Tustin City Sign Code. Any proposed painted wall signs, including murals or graphics to be added to the building or pump areas shall require a separate approval of a CUP. All final exterior colors and materials shall be subject to review and approval of the Community Development Department and final field inspection by the Planning Division. Colors, materials and textures shall be noted on the construction plans. All, proposed landscaping and irrigation plans shall comply with the approved plans and with the City's Water Efficiency Landscape Ordinance. A Landscape Installation Certificate of Completion, certifying that the landscaping was installed in accordance with the approved plans, shall be submitted to the City prior to the final inspections by Building and Planning Divisions. An irrigation plan should be provided which shows the location and control of backflow prevention devices at the meter, pipe size, sprinkler type, spacing, and coverage details for all equipment. Install efficient irrigation systems which minimize runoff and evaporation and maximize the amount of water which will reach the plant roots. Drip irrigation, soil moisture sensors, and automatic irrigation systems are a few methods of increasing irrigation efficiency. Backflow devices and double detector checks shall be painted to match surrounding landscaping when in planters or painted to match the building when located adjacent to the building. Landscaping shall be utilized to screen the devices whenever possible. All plant materials shall be installed in a healthy and vigorous condition, typical to the species, and shall be maintained in a neat and healthy condition. Maintenance includes, but is not limited to, trimming, mowing, weeding, removal of Iitter, fertilizing, regular watering, and replacement of dead or diseased dying plants. Unhealthy or dead trees shall be replaced within seventy-two (72) hours upon notification by the City. DR 2018-00026 CUP 2018-00018 May 9, 2019 Enclosures: Exhibit A - Potential Conditions of Approval CC: Elizabeth Binsack, Director of Community Development Justina Willkom, Assistant Director of Community Development S:1Cdd1CDD Staff (Current)1EricalProject FileslConceptual Plan -Design RevieMDR 2018-00026; CUP 2018-00018; 2655 EI Camino Real (Costco Gas StaGon)1CorrespondencelLtr; OR 2018-00026; CUP 2018-00018; 2655 EI Camino Real; complete; 5.9.19.doc SOURCE CODES (1) EXHIBIT A (5) RESPONSIBLE AGENCY REQUIREMENT CONDITIONS OF APPROVAL DR 2018-00026 (6) CONDITIONAL USE PERMIT 2018-00018 CUP 2018-00018 UNIFORM BUILDING CODE/S DESIGN REVIEW 2018-00026 May 9, 2019 (4) DESIGN REVIEW Page 2 GENERAL (1) 1.5 (1) 1.1 The proposed project shall substantially conform to the submitted plans for the project date stamped June 11, 2019, on file with the Community Development Department, as herein modified, or as modified by the Community Development Director in accordance with this Exhibit. The Director may also approve subsequent minor modifications to plans during plan check if such modifications are consistent with provisions of the Tustin City Code or other applicable regulations. (1) 1.2 This approval shall become null and void unless the use is established within twelve (12) months of the date of this Exhibit. Time extensions may be granted if a written request and associated fee are received by the Community Development Department within thirty (30) days prior to expiration. (1) 1.3 Unless otherwise specified, the conditions contained in this Exhibit shall be complied with as specified, subject to review and approval by the (1) 1.6 Community Development Department. (1) 1.4 Approval of CUP 2018-00018/DR 2018-00026 is contingent upon the applicant returning to the Community Development Department a notarized "Agreement to Conditions Imposed" form and the property owner signing and recording with the County Clerk -Recorder a notarized (1) 1.7 "Notice of Discretionary Permit Approval and Conditions of Approval" form. The forms shall be established by the Director of Community Development, and evidence of recordation shall be provided to the Community Development Department. (1) 1.8 SOURCE CODES (1) STANDARD CONDITION (5) RESPONSIBLE AGENCY REQUIREMENT (2) CEQA MITIGATION (6) LANDSCAPING GUIDELINES (3) UNIFORM BUILDING CODE/S (7) PC/CC POLICY (4) DESIGN REVIEW *** EXCEPTION .I 'I I CUP 2018-00018/DR 2018-00026 may be reviewed on an annual basis, or more often if necessary, by the Community Development Director. The Community Development Director shall review the use to ascertain compliance with conditions of approval and compatibility with the area. If the use is not operated in accordance with CUP 2018-00018/DR 2018- 00026, or is found to be a nuisance or negative impacts are affecting the surrounding tenants or neighborhood, the Community Development Director shall impose additional conditions or the applicant may be required to implement other measures to eliminate the nuisance or negative impacts, or may initiate proceedings to revoke CUP 2018- 00018/DR 2018-00026. Failure to comply with conditions of approval, or if the establishment creates undue burden to City resources, or if the CUP is abandoned for a twelve (12) month period, these circumstances shall be grounds for revocation of the CUP. Any transfer of ownership of the establishment and/or operator shall require the new owner and/or operator to sign and return an "Agreement to Conditions Imposed" form provided by the Community Development. Failure to do so would be a basis for revocation proceeding. Any violation of any of the conditions imposed is subject to the issuance of an Administrative Citation pursuant to Tustin City Code (TCC) Section 1162(a). As a condition of approval of CUP 2018-00018/DR 2018-00026, the applicant shall agree, at its sole cost and expense, to defend, indemnify, and hold harmless the City, its officers, employees, agents, and consultants, from any claim, action, or proceeding brought by a third -party against the City, its officers, agents, and employees, which seeks to attack, set aside, challenge, void, or annul an approval of the City Council, the Planning Commission, or any other decision-making body, including staff, concerning this project. The City agrees to promptly notify the applicants of any such claim or action filed against the City and to fully cooperate in the defense of any such action. The City may, at its sole cost and expense, elect to participate in defense of any such action under this condition. 05 DR DR 2018-00026 DR 00 0 CUP2018-0001 2018 CUP 2018-0000118 8 CUP 2018-00018 May 9, 2019 May 9, 2019 May 9, 2019 Page 6 Page 4 Page 5 per week. 2.11 The words "KEEP CLEAR' shall be painted in large capitalized letters onto the pavement of the parking lot adjacent to the vehicular exit from the *** 1 2.6 The subject property shall be maintained in a safe, clean and sanitary gas station per the approved plans. Said signage shall help to maintain ( } 1.16 Additional landscape screening shall be provided at the southeast corner () � p p y ry an unobstructed opening adjacent to the gas station and allow for vehicles of the Costco property (adjacent to the EI Modena -Tustin Channel) to condition at all times. The property owners shall be responsible for the screen the proposed controller enclosure and clean air separator. daily maintenance and up -keep of the businesses, including but not entering and exiting from the fueling area. limited to trash removal, painting, graffiti removal, and maintenance of MISCELLANEOUS improvements to ensure that the facilities are maintained in a neat and ( } 2.12 A five (5) foot wide gate shall be installed within the existing block wall attractive manner. along the south property fine nearest the gas station adjacent to EI (1) 1.17 Adequate lighting shall be provided to illuminate the fueling area, subject Camino Real. Said gate will allow for emergency access (i.e. hose pull) to Community Development Department review and approval. Said Any graffiti painted or marked upon the premises or any adjacent area by the Orange County Fire Authority (OCFA) in the event of an under control of the roe owner or the business shall be removed or emergency. lighting shall meet requirements set forth in the Building Security and property rtY California Fire Codes. painted within twenty-four (24) hours of being applied. (***) 2.13 If, in the future,. the City's Community Development Director, Police Chief 1 2.7 All litter shall be removed from the exterior areas around the remises and/or Public Works Department determine that a parking or traffic (1) 1.18 Fire and Police access and passage shall be permitted at all times. () p including public sidewalk areas, alleys and parking areas, no less queuing problem exists on the site or in the vicinity as a result of the (1) 1.19 "No Loitering" signage shall be posted on the site frequently than once each day. facility, the Community Development Director, Police Chief, and/or Public Works Department may require the applicant to prepare a parking 0 (1) 1.20 Outdoor vending activities are prohibited. TRAFFIC, PARKING AND CIRCULATION demand analysis or traffic study queuing analysis and the applicant shall be required to provide measures to alleviate the problem. Said measures (1) 1.21 All utility services serving the site shall be installed and maintained (***) 2.8 Retractable bollards shall be installed within the northbound right-hand shall be reviewed and approved by the Community Development underground. turn lane (within shopping center off of Auto Center Drive and EI Camino Department, Police Chief, and/or Public Works Department. Real) to the gas station/re- fueling area as part of the queue management USE RESTRICTIONS plan. Use of bollards may be necessary during peak times, per the 2.14 When conditions warrant it, the applicant shall provide an opening approved plan. immediately north of the exit from the pumps so that customers will (1) 2.1 Business hours are limited to the following: have an alternate way to exit besides turning left. 0 2.9 In addition to the queue management plan contained within the Final shall dedicate a westbound right Monday - Sunday - 5:00 AM -10:00 PM Traffic Analysis date stamped April 17, 2019, the applicant, at a minimum, () 2.15 Per the approved plans, theapplicant g shall provide three (3) traffic attendants during peak periods; 1-2 turn lane along EI Camino Real into the Costco Warehouse parking lot Modifications to hours or operation may be modified by the Director of attendants directing cars to a queue lane and 1-2 attendants near the at the intersection of Auto Center Drive and EI Camino Real. A second o Community Development if it is determined that no impacts to surrounding pump entrance directing cars to a fueling position. The third attendant designated right turn lane shall be installed on the site to funnel vehicles tenants or properties will occur. shall be a floater depending on the need and could either be placed near into the Costco Gasoline fueling area. the pumps or at the front of the queue lanes. (1) 2.2 Business operations shall be conducted in a manner that does not create Final lane striping plans for EI Camino Real shall be subject to the review 0 a public or private nuisance. Any such nuisance must be abated In addition, there shall be one (1) individual staffed at the station during all and approval of the Public WorkslEngineering Division. 0 immediately upon notice by the City. open business hours. Said individual shall manage the overall operations (***) 2.16 Following demolition of the Goodyear Tire Center building, the new CD for the gas station. o (1) 2.3 No outdoor storage is permitted or display of materials shall be permitted parking lot shall be restriped in accordance with TCC Section 9266. o except allowed by the TCC. (***) 2.10 The 36 parking spaces in the row directly north of the proposed gas M station and the 13 parking spaces along the east property line adjacent to PLANCHECK SUBMITTAL Cn (1) 2.4 Storage and/or advertising of vehicles for sale or lease is not permitted. the El Modena -Tustin Channel shall be restricted to employee parking (1) 3.1 At the time of building or encroachment permit application, the plans shall o only. comply with the latest edition of the codes, City Ordinances, State, (1) 2.5 If water and air are to be provided to customers, then it shall be made Ln available at no cost and for twenty-four (24) hours per day, seven (7) days Federal laws, and regulations as adopted by the City Council of the City of z 0 Cn m a c� n CD n i c� PREPARED BY: COSTCO GAS STATION PRECISE GRADING PLAN o a pFESS� 16 Underground= ����� K �& � CONDITIONS OF APPROVAL z P -A ti g 90 - : F U S CO E IL ° / of Southern Colltornio = - Z TRACT N0. 14610 Call: TOLL FREE I�1�.. Lu No. sooss m TRACT NO.: Ln a/ E N G I N E E R I N G EXP. 09/30/20 STREET ADDRESS: 2655.5 EL CAM I NO REAL co Ln 811 16795 Von Korman, Suite 100rl- CITY I.D. NO.: Irvine, California 92606 s �PCn TWO WORKING DAYS BEFORE YOU DIG tel 949.474.1960 o fax 949.474.5315 TgrF of I OA`�Fos`� CITY PERMIT NO.: G2019-00003 U w www.fuscoe.com SHEET 3 OF 1 7 MARK NERO RCE NO.80066 EXP. 09/30/20 DR 2018-00026 CUP 2018-00018 May 9, 2019 Page 7 Tustin. (1) 3.2 Prior to issuance of any permits, the applicant shall submit for approval by the Community Development and Public Works Departments, a Water Quality Management Plan (WQMP). If the WQMP has been determined to be a Priority WQMP, it shall identify Low Impact Development (LID) principles and Best Management Practices (BMPs) that will be used on-site to retain storm water and treat predictable pollutant run-off. The Priority WQMP shall identify: the implementation of BMPs, the assignment of long-term maintenance responsibilities (specifying the developer, parcel owner, maintenance association, lessees, etc.), and reference to the location(s) of structural BMPs. (1) 3.3 Prior to submittal of a Water Quality Management Plan (WQMP), the applicant shall submit a deposit of $2,700.00 to the Public Works Department for the estimated cost of reviewing the WQMP. (1) 3.4 Prior to issuance of any permits, the applicant shall record "Covenant and Agreement Regarding O & M Plan to Fund and Maintain Water Quality BMPs, Consent to Inspect, and Indemnification" with the County Clerk -Recorder. This document shall bind current and future owner(s) of the property regarding implementation and maintenance of the structural and non-structural BMPs as specified in the approved WQMP. (1) 3.5 Prior to any work in the public right-of-way, an Encroachment Permit shall be obtained from and applicable fees paid to the Public Works Department. (1) 3.6 Prior to issuance of an Encroachment Permit, the applicant shall submit to the Public Works Department 24" x 36" reproducible street improvement plans, as prepared by a California Registered Civil Engineer, for approval. The plans shall clearly show existing and proposed surface and underground improvements, including construction, restriping of EI Camino Real to accommodate a dedicated westbound right -turn lane, and/or replacement of any missing or damaged public improvements adjacent to this development. (1) 3.7 Prior to issuance of an Encroachment Permit for construction within the public right-of-way, a 24" x 36" construction area traffic control plan, as prepared by a California Registered Traffic Engineer, or Civil Engineer experienced in this type of plan preparation, shall be prepared and submitted to the Public Works Department for approval. I DR 20 18-00 026 CUP 2018-00018 May 9, 2019 Page 9 (1) 3.13 The developer shall submit precise grading plans; prepared by a California registered professional civil engineer, depicting proposed grading, erosion control and improvements for the project. All plans and design shall comply with the City of Tustin Grading Manual and requirements. (1) 3.14 Prior to approval of the final design plans and issuance of a grading permit, the developer shall conduct a site-specific geotechnical investigation for the entire site and prepare a report that fully assesses the geologic and soil conditions of the site. As part of the report preparation, soil sampling and any geotechnical testing will be completed at each location where structures are to be erected. The report shall provide grading and structural design recommendations for avoiding liquefaction, subsidence or collapse for each of the proposed structures. The recommendations shall be included in the plans submitted to the City. (1) 3.16 Construction and Demolition Waste Recycling and Reduction Plan (WRRP). a. The applicant/contractor is required to submit a WRRP to the Public Works Department. The WRRP must indicate how the applicant will comply with the City's requirement (City Code Section 4351, et al) to recycle at least 65% of the project waste material or the amount required by the California Green Building Standards Code. b. The applicant will be required to submit a fifty -dollar $50.00 application fee and a cash security deposit. Based on the review of the submitted Waste Management Plan, the cash security deposit in the amount of five (5) percent of the project's valuation as determined by the Building Official, rounded;' to the nearest thousand. The deposit amount will be collected in accordance with the Tustin City Code. c. Prior to issuance of a permit, the applicant shall submit the required security deposit in the form of cash, cashier's, check, personal check, or money order made payable to the "City of Tustin". (1) 3.17 Any damage done to existing public right-of-way improvements and/or utilities shall be repaired to the satisfaction of the City Engineer before issuance of a Certificate of Occupancy. (1) 3.18 The applicant is responsible for all costs related to the installation, lei YOG Underground a Servoce A90 Q of Southern California Call: TOLL FREE 811 TWO WORKING DAYS BEFORE YOU DIG DR 2018-00026 CUP 2018-00018 May 9, 2019 Page 8 (1) 3.8 Current Federal Americans with Disabilities Act (ADA) requirements shall be met at all driveways and sidewalks adjacent to the site. City of Tustin standards shall apply, unless otherwise approved by the City Engineer. (1) 3.9 Prior to issuance of a Building Permit, the applicant shall submit an underground storage tank plan to the Orange County Fire Authority (OCFA) for review and approval. (1) 3.10 In accordance with City policies, the developer shall post security for the grading permit in an amount to be determined by the Building Official. The required amount must include items relating to hazardous conditions such as erosion and air/dust control, the cost of completing any Mechanically -Stabilized Earth (MSE) walls, provisions for landscaping as relating to slope stability, compliance with approved landscape plans, and contingency funds which must include an allowance for site maintenance. (1) 3.11 The developer shall submit a complete hydrology and hydraulic study (including off-site areas affecting the development), prepared by a California -registered professional civil engineer, consistent with the use of the criteria of the Orange County Hydrology Manual, to the City Building Official for review and approval. The study shall be consistent with the study submitted during the entitlement review process. The study report shall determine potential storm water runoff rates and peak flows for the City of Tustin and County of Orange design storms. Enough detail shall be provided to develop the existing conditions and proposed project conditions potential hydrograph and timing of peak flows. The study report shall demonstrate that the effect of storm water discharge to any City-, County-, or Other Agency -owned drainage or flood control facility as mitigated shall be designed and implemented to prevent post -construction storm flows from exceeding pre -construction volumes and rates. (1) 3.12 The developer shall submit storm drain plans, prepared by a California registered professional civil engineer, depicting proposed storm drain improvements for the project. All storm drain improvements shall comply with the City of Tustin Construction Standards for Private Streets, Storm Drain and On -Site Private Improvements Manual and the Orange County Local Drainage Manual. DR 2018-00026 CUP 2018-00018 May 9, 2019 Page 10 upgrade, alteration, relocation or abandonment of all existing City of Tustin public water facilities affected by the proposed project. FEES (1) 4.1 Within forty-eight (48) hours of approval of the subject project, the applicant shall deliver to the Community Development Department, a cashier's check payable to the COUNTY CLERK in the amount of fifty dollars ($50.00) to enable the City to file the appropriate environmental documentation for the project. If within such forty-eight (48) hour period the applicant has not delivered to the Community Development Department the above -noted check, the statute of limitations for any interested party to challenge the environmental determination under the provisions of the California Environmental Quality Act could be significantly lengthened. (1) 4.2 Prior to issuance of a Building Permit(s), payment of the most current Major Thoroughfare and Bridge Fees (for the Foothill/Eastern Transportation Corridor Agency (TCA)) to the City of Tustin (through the Public Works Department) shall be required. The fee rate schedule automatically increases on July 1st of each year. (1) 4.3 The applicant shall pay are required fees to the City'or the respective outside agency prior to the issuance of building permits. PREPARED BY: 21 Iiii'll! '111ir-A FUSCOE E N G I N E E R I N G 16795 Von Korman, Suite 100 Irvine, California 92606 tel 949.474.1960 o fax 949.474.5315 www.fuscoe.com COSTCO GAS STATION PRECISE GRADING PLAN CONDITIONS OF APPROVAL 0 N0. 80066 m TRACT NO.: TRACT NO. 14610 EXP. 09/30/20 STREET ADDRESS: 2655.5 EL CAM I NO REAL CITY I.D. NO.: nr "I� \F ST �,P CITY PERMIT NO.: 62019-00003 ATF 0� MARK NERO RCE NO.80066 EXP. 09 SHEET 4 OF 17 W O U_ LU D t/1 t� 0 0 CD 0 a 0 n o_ 0 1 0 CD 0 Q 0 U 0 Cn CD Ln 0 I Ln r / z 0 Q V) V) a CD 1-1n CD n / CD Z 0 a o' CD/ Cn Z n Ln 0 Ln Cn/ U w 0 IL/ -NI 4° DEMOLITION REMOVAL NOTES NO. 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LINE (TYP.) 17 TREE _ 17 1 CURB (TYP.) (T I I CURB YP.I� I II qp I \ ) �� II LA SCA�� I I 1 I 6�'+ II 1 UR�\ _V __�\ ✓- �/ .� �/ �/ u x g II �/ \U 6\\/ u � u u' OCA EX. 3 I II 7 C? ti °°' ° -- ° I RIGAl a Z 14 w 1�! 00� i D �TROL VA VE \ \ a + a + a, + p I ` 4 IL °°h TREE & °°+ \��� 2 3 7 16 11 �` 17 ° + 17 1 _ �3 � 2 3 7 16 CURB (TYP.) —9 91 X I SAWCUT SAWCUT _ �� w 5 �, 8"ss� 8" AC ss�gp LINE TYP �� °° °° °° CO° �� �� a + --- LINE ' (TYP.) TREE & 17 ( + a° a° + a° a° a,° a° 18 0 M ® �� 17 PAVEMENT 1 II 0 + CURB (TYP.) � __ _,., - �� `� �� U �° 19 �� SAWCUT '� I 1 CURS ° �� Z a + \ 16 a°+ LINE (TYP.) + II I \+ 13 CURB 1 �� , \\—ss 7 18 _ -� - - - - a° + + o o 0 5 j �°'' �° \ \\ _SAWCUT �90 9- — — i III �, \\ + LINE (TY��°+ \ �° +--I II a� -\� I - i I I i I I 2 3 7 16 � � I � i i I +I I i o � $ + � AC SAWCUT - \ \\ s� � ° 1� 1 + 1 CUR + �° TREE & 17 LINE (TYP.) �� \ \ WAL I 1 I I I I 6AVEMENT 17 �$+ 1 CURB TYLLJP. �� + o \ \\ ss X -i I I I I I ( > ° I �'' A\ � I �y+ I o IL / °ti.+ i 9+ i I i I i $�� I "1� 1 �CUR' + I x II T7-71 5 �o� h)bog+-, II Ln LJ B4 °��a 0 04 0 -I- 2 3 7 16 3 I II o 1 6 17 �� + 17 2 • 16 - - - \ a3 �- 6 �� + SAWCUT \ II o AC �1 /$a� /� / w6f AC o� - - - - - I \ \ N \ \ --� I _ I -- -- °� + LII, '�ATYP.) o \ °�'+ °�•+ PAVEMENT �9'+ 12 PAVEMF.�INT � �6+ PAVEM�I IN C RB I I I I I �'Ug6U�R 11 I I �I I I I I I I I¢ I I Y - I I 16 I I I I I I I I I I I I I I I I 166• I I I I I I I _ S2 I -P cn - --- -- - -- - - II CD oascuRED � I + I I I I I 16 �I I - - I r �_ `� r � -- -- ---- _ - - __ __ -- _- - --- - -- _ __ — — — — — — — — — _ — _ _ — - L _ _ :SRT �$ !(� II o saw 10"W 1O"w OBSCURED �' 15 � �++� W 1 `�� ° WALL 1 &E AL o � — — — ---- ---- — -- ----- — --- -- --- —-------- -- — ----------------------------- ----------------- ---------� --------- — — — — — — 1 10"W — 0 1p^W_— — 10"W 10"W ® 82 10"W —® W"W I I 10' \� 10"W -q�� 10' 10"W 10"W 10"W "W \ $ 10" �iG 10"W Q CD + REAL _ _ ° — — — �+ �� + — — — �� — — — — — /��� - ——�� \66 — \ iCD h IIL c 11 CD U)��° PREPARED BY: COSTCO GAS STATION PRECISE GRADING PLAN o O lb `+ 6 6 + \ e"ss I ° 0 + RE E�II FR oN c� 60 pFESS/ K — 6"SS — e'SS — — _ — — — S —� ���° ro Mndern-round _ �° �� �F� DEMOLITION PLANcn of Southern California - FUSCOE ° TRACT NO. 14610 �Q NO. 80066 m II11„ TRACT NO.: Call: TOLL FREE w E N G I N E E R I N 6 EXP. 09/30/20 STREET ADDRESS: 2655.5 EL CAM I NO REAL Ln CD ' ' 30 0 15 3o 811 16795 Von Korman, Suite 100 CITY I.D. NO.: Ln Irvine, California 92606 ST C V �� �,P tel 949.474.1960 fax 949.474.5315 qTf OF CITY PERMIT NO .: G2019-00003 I� w TWO WORKING DAYS BEFORE YOU DIG CAQ� www.fuscoe.com SCALE: 1"= 30' SHEET 5 OF � 7 IL MARK NERO RCE NO.80066 EXP. 09/30/20 8^ss 10'wv 1� _ (TYP.) 10 88 �50TC 88.00FS JOIN I � 86.87FS "V11V ----------- t o"w f o"w 82 y 20' 0 10' 20' SCALE: 1 " = 20' T Fw L Z / FLGB� ZITC w Uz w O w 0 off+ k J J_ Q �w w C/')o z00 Of ~ ,ow T Underground Serve s A60 of Southern California Call: TOLL FREE 811 TWO WORKING DAYS BEFORE YOU DIG oo0 0,016% H PRECISE GRADE CONSTRUCTION NOTES \ do 0 ° 21 00, ,00000 11\ JN DESCRIPTION w 0oopO ' HEAVY DUTY PAVEMENT: 6.5" AC OVER 10.5" AB, SUBGRADE TO BE PREPARED PER clg� OCONSTRUCT GEOTECHNICAL RECOMMENDATIONS O LIGHT DUTY PAVEMENT: 4" AC OVER 6.5" AB, SUBGRADE TO BE PREPARED PER w OCONSTRUCT GEOTECHNICAL RECOMMENDATIONS LU N \ to OCONSTRUCT GEOTECHNICAL RECOMMENDATIONS N 10 88 �50TC 88.00FS JOIN I � 86.87FS "V11V ----------- t o"w f o"w 82 y 20' 0 10' 20' SCALE: 1 " = 20' T Fw L Z / FLGB� ZITC w Uz w O w 0 off+ k J J_ Q �w w C/')o z00 Of ~ ,ow T Underground Serve s A60 of Southern California Call: TOLL FREE 811 TWO WORKING DAYS BEFORE YOU DIG N GB ��o , 1. 89.67FS u7 O 90.14TC 89 0"CF/ 89.62FS Lq O 90.06TC 89 GpJu.uJ 1 89.53FS FS 0.9% &'�1 q O 90.15TC 89 oo0 0,016% H PRECISE GRADE CONSTRUCTION NOTES do 0 ° 21 00, ,00000 NO. DESCRIPTION w 0oopO ' HEAVY DUTY PAVEMENT: 6.5" AC OVER 10.5" AB, SUBGRADE TO BE PREPARED PER clg� OCONSTRUCT GEOTECHNICAL RECOMMENDATIONS O LIGHT DUTY PAVEMENT: 4" AC OVER 6.5" AB, SUBGRADE TO BE PREPARED PER w OCONSTRUCT GEOTECHNICAL RECOMMENDATIONS LU N CONCRETE PUMP SLAB: 8" PCC OVER 6" AB, SUBGRADE TO BE PREPARED PER to OCONSTRUCT GEOTECHNICAL RECOMMENDATIONS N ®CONSTRUCT CONCRETE TANK SLAB: 8" PCC OVER 6" AB, SUBGRADE TO BE PREPARED PER GEOTECHNICAL RECOMMENDATIONS OCONSTRUCT CONCRETE PAVEMENT: 8" PCC OVER 6" AB, SUBGRADE TO BE PREPARED PER GEOTECHNICAL RECOMMENDATIONS © CONSTRUCT 6" CONCRETE CURB ONLY, TYPE B-1, PER CITY OF TUSTIN STD. NO. 201 O7 CONSTRUCT 6" CONCRETE CURB & GUTTER, TYPE D, PER CITY OF TUSTIN STD. NO. 201 ® CONSTRUCT LOCAL DEPRESSION PER CITY OF TUSTIN STD. NO. 304 AND DETAIL ON SHEETS 6 & 7 Z oz 11 CONSTRUCT 3' WIDE CONCRETE RIBBON GUTTER PER DETAIL ON SHEET 9 [" a 12 CONSTRUCT FULL DEPTH AC PAVEMENT PATCH PER CITY OF TUSTIN STD. NO. 107 F 13 CONSTRUCT 1.5' WIDE CONCRETE CURB CHANNEL PER DETAIL ON SHEET 9 �z A 14 STALL STRIPING, SIGNAGE & PAVEMENT MARKINGS PER ARCHITECT'S PLANS 15 LIGHT FIXTURE PER LANDSCAPE PLANS 0U w 16 CLEAN AIR SEPATATOR ENCLOSURE PER ARCHITECT'S PLANS 17 UNDERGROUND FUEL TANKS PER ARCHITECT'S PLANS 18 CART CORRAL PER ARCHITECT'S PLANS L) 19 BOLLARDS PER ARCHITECT'S PLANS �p PROTECT IN PLACE, ITEM PER PLAN O. 21 INSTALL TRUNCATED DOMES PER CITY OF TUSTIN STD. PLAN NO. 211 r- 2� TRANSFORMER PER ARCHITECT'S PLAN CN 23 NEW LOCATION OF LIGHT PER ELECTRICAL PLANS M 4 CONSTRUCT CONCRETE STEPS WITH 6.5" RISERS AND 11 " TREAD PER DETAIL ON SHEET 9 0 25 CONSTRUCT CMU WALL PER DETAIL25 ONSHEET 9 0 r- N GB ��o , 1. 89.67FS u7 O 90.14TC 89 0"CF/ 89.62FS Lq O 90.06TC 89 GpJu.uJ 1 89.53FS FS 0.9% &'�1 q O 90.15TC 89 1.8% 18.33' 90.12 FS 0.07% 0.3% Ln O 90.15 �. FS 1.0% --�I b 6' 0) 0) 7.33' o fLLo O FS I " I " G B 89.60FS N O 89.59FS N O 6' P6TC GB .56FS 1.5% 18%S 90.07 89.97TC . 1.6% 89.47FS ° 0 CD CONTROLLER ENCLOSURE DETAIL 'A' 0 CD SCALE: 1 "=5' T 88.67TC i i it 6 CF88.17 FS I I IL- 00 --------- 10"CF 88.63TC -- i �r-- a 87.80FL ' iii 88.60TC 10"CF 87.77FL _ -- iii L _ CDa- 88.27LIP o CD II o 88.62TC 6"CF iL- 88.12FL i i it o LOCAL DEPRESSION DETAIL 'B' CD SCALE: 1 "=5' PREPARED BY. Noll QRpFESSIaN K NFA F P ti FUSCOE 0 NO. 80066 m fill EXP. 09/30/20 M E N G I N E E R I N G 16795 Von Korman, Suite 100 Irvine, California 92606 tel 949.474.1960 0 fax 949.474.5315 qTf OF CIV1� vk\CA,� www.fuscoe.com MARK NERO RCE NO.80066 EXP. 09/30/20 CD n COSTCO GAS STATION PRECISE GRADING PLAN o a PRECISE GRADING PLAN c'cn z n TRACT NO: TRACT NO. 14610 LnSTREET ADDRESS: 2655.5 EL CAM I NO REAL Ln CITY I.D. NO.: CITY PERMIT NO.: G2019-00003 w SHEET 6 OF 1 7 L, oo0 0,016% 000 do 0 ° 21 00, ,00000 aoo 0 0oopO ' 90.15TC 89.65FS 0f I� f� N N 5' 90.65TC 90.15FS 1.8% 18.33' 90.12 FS 0.07% 0.3% Ln O 90.15 �. FS 1.0% --�I b 6' 0) 0) 7.33' o fLLo O FS I " I " G B 89.60FS N O 89.59FS N O 6' P6TC GB .56FS 1.5% 18%S 90.07 89.97TC . 1.6% 89.47FS ° 0 CD CONTROLLER ENCLOSURE DETAIL 'A' 0 CD SCALE: 1 "=5' T 88.67TC i i it 6 CF88.17 FS I I IL- 00 --------- 10"CF 88.63TC -- i �r-- a 87.80FL ' iii 88.60TC 10"CF 87.77FL _ -- iii L _ CDa- 88.27LIP o CD II o 88.62TC 6"CF iL- 88.12FL i i it o LOCAL DEPRESSION DETAIL 'B' CD SCALE: 1 "=5' PREPARED BY. Noll QRpFESSIaN K NFA F P ti FUSCOE 0 NO. 80066 m fill EXP. 09/30/20 M E N G I N E E R I N G 16795 Von Korman, Suite 100 Irvine, California 92606 tel 949.474.1960 0 fax 949.474.5315 qTf OF CIV1� vk\CA,� www.fuscoe.com MARK NERO RCE NO.80066 EXP. 09/30/20 CD n COSTCO GAS STATION PRECISE GRADING PLAN o a PRECISE GRADING PLAN c'cn z n TRACT NO: TRACT NO. 14610 LnSTREET ADDRESS: 2655.5 EL CAM I NO REAL Ln CITY I.D. NO.: CITY PERMIT NO.: G2019-00003 w SHEET 6 OF 1 7 L, SEE SHEET 8 20' 0 10' 20' SCALE: 1 " = 20' 8"SS — TC FS ao� IN 88.00FS J0 r' (0� 0) .+ 87.37TC JOIN 86.87FS rL.+ N49°20'38"W 45.91- - 5.9: — -- ------ — — -- , 0"w — 82 �0, Underground Serve s A60 of Southern California Call: TOLL FREE 811 TWO WORKING DAYS BEFORE YOU DIG W W Cn W W (n PRECISE GRADE CONSTRUCTION NOTES NO. DESCRIPTION OCONSTRUCT HEAVY DUTY PAVEMENT: 6.5" AC OVER 10.5" AB, SUBGRADE TO BE PREPARED PER GEOTECHNICAL RECOMMENDATIONS OCONSTRUCT LIGHT DUTY PAVEMENT: 4" AC OVER 6.5" AB, SUBGRADE TO BE PREPARED PER GEOTECHNICAL RECOMMENDATIONS © CONSTRUCT 6" CONCRETE CURB ONLY, TYPE B-1, PER CITY OF TUSTIN STD. NO. 201 O7 CONSTRUCT 6" CONCRETE CURB & GUTTER, TYPE D, PER CITY OF TUSTIN STD. NO. 201 ® CONSTRUCT LOCAL DEPRESSION PER CITY OF TUSTIN STD. NO. 304 AND DETAIL ON SHEETS 6 & 7 + CONSTRUCT 4" THICK CONCRETE SIDEWALK PER CITY OF TUSTIN STD. NO. 202 10 CONSTRUCT CONCRETE CURB RAMP PER DETAILS ON SHEET 9 11 CONSTRUCT 3' WIDE CONCRETE RIBBON GUTTER PER DETAIL ON SHEET 9 CONSTRUCT FULL DEPTH AC PAVEMENT PATCH PER CITY OF TUSTIN STD. NO. 107 13 CONSTRUCT 1.5' WIDE CONCRETE CURB CHANNEL PER DETAIL ON SHEET 9 14 STALL STRIPING, SIGNAGE & PAVEMENT MARKINGS PER ARCHITECT'S PLANS 15 LIGHT FIXTURE PER LANDSCAPE PLANS 18 CART CORRAL PER ARCHITECT'S PLANS �p PROTECT IN PLACE, ITEM PER PLAN �3 NEW LOCATION OF LIGHT PER ELECTRICAL PLANS ® CONSTRUCT CONCRETE STEPS WITH 6.5" RISERS AND 11" TREAD PER DETAIL ON SHEET 9 6"CF 10"CF 10"CF Cie W Cie0 IL W 01- r- 0 Tr— O CN M O O 6"CF ° N O CD LOCAL DEPRESSION DETAIL 'B' 0 PREPARED BY: Noll QRpFESSIaN K NFA F P ti FUSCOE 0 NO. 80088 m fill EXP. 09/30/20 M E N G I N E E R I N G 16795 Von Korman, Suite 100 Irvine, California 92606 sT clVl\� `P tel 949.474.1960 0 fax 949.474.5315 qTe of CA ,0F 0F MARK NERO RCE NO.80066 EXP. 09/30/20 C, SCALE: 1 "=5' T 0 n n o_ ro 0 m I 0 1 0 c� 0 CD o_ r` 0 CD M Ln 0 1 U) r-- 0 0 Q V) Q CD / n CD n / COSTCO GAS STATION PRECISE GRADING PLAN o a o' PRECISE GRADING PLAN c'cn z g TRACT NO: TRACT NO. 14610 LnSTREET ADDRESS: 2655.5 EL CAM I NO REAL Ln CITY I.D. NO.: co CITY PERMIT NO.: G2019-00003 w SHEET 7 OF 1 7 i� � ��p 104,0,) 2 p N I � SEE SHEET 8 20' 0 10' 20' SCALE: 1 " = 20' 8"SS — TC FS ao� IN 88.00FS J0 r' (0� 0) .+ 87.37TC JOIN 86.87FS rL.+ N49°20'38"W 45.91- - 5.9: — -- ------ — — -- , 0"w — 82 �0, Underground Serve s A60 of Southern California Call: TOLL FREE 811 TWO WORKING DAYS BEFORE YOU DIG W W Cn W W (n PRECISE GRADE CONSTRUCTION NOTES NO. DESCRIPTION OCONSTRUCT HEAVY DUTY PAVEMENT: 6.5" AC OVER 10.5" AB, SUBGRADE TO BE PREPARED PER GEOTECHNICAL RECOMMENDATIONS OCONSTRUCT LIGHT DUTY PAVEMENT: 4" AC OVER 6.5" AB, SUBGRADE TO BE PREPARED PER GEOTECHNICAL RECOMMENDATIONS © CONSTRUCT 6" CONCRETE CURB ONLY, TYPE B-1, PER CITY OF TUSTIN STD. NO. 201 O7 CONSTRUCT 6" CONCRETE CURB & GUTTER, TYPE D, PER CITY OF TUSTIN STD. NO. 201 ® CONSTRUCT LOCAL DEPRESSION PER CITY OF TUSTIN STD. NO. 304 AND DETAIL ON SHEETS 6 & 7 + CONSTRUCT 4" THICK CONCRETE SIDEWALK PER CITY OF TUSTIN STD. NO. 202 10 CONSTRUCT CONCRETE CURB RAMP PER DETAILS ON SHEET 9 11 CONSTRUCT 3' WIDE CONCRETE RIBBON GUTTER PER DETAIL ON SHEET 9 CONSTRUCT FULL DEPTH AC PAVEMENT PATCH PER CITY OF TUSTIN STD. NO. 107 13 CONSTRUCT 1.5' WIDE CONCRETE CURB CHANNEL PER DETAIL ON SHEET 9 14 STALL STRIPING, SIGNAGE & PAVEMENT MARKINGS PER ARCHITECT'S PLANS 15 LIGHT FIXTURE PER LANDSCAPE PLANS 18 CART CORRAL PER ARCHITECT'S PLANS �p PROTECT IN PLACE, ITEM PER PLAN �3 NEW LOCATION OF LIGHT PER ELECTRICAL PLANS ® CONSTRUCT CONCRETE STEPS WITH 6.5" RISERS AND 11" TREAD PER DETAIL ON SHEET 9 6"CF 10"CF 10"CF Cie W Cie0 IL W 01- r- 0 Tr— O CN M O O 6"CF ° N O CD LOCAL DEPRESSION DETAIL 'B' 0 PREPARED BY: Noll QRpFESSIaN K NFA F P ti FUSCOE 0 NO. 80088 m fill EXP. 09/30/20 M E N G I N E E R I N G 16795 Von Korman, Suite 100 Irvine, California 92606 sT clVl\� `P tel 949.474.1960 0 fax 949.474.5315 qTe of CA ,0F 0F MARK NERO RCE NO.80066 EXP. 09/30/20 C, SCALE: 1 "=5' T 0 n n o_ ro 0 m I 0 1 0 c� 0 CD o_ r` 0 CD M Ln 0 1 U) r-- 0 0 Q V) Q CD / n CD n / COSTCO GAS STATION PRECISE GRADING PLAN o a o' PRECISE GRADING PLAN c'cn z g TRACT NO: TRACT NO. 14610 LnSTREET ADDRESS: 2655.5 EL CAM I NO REAL Ln CITY I.D. NO.: co CITY PERMIT NO.: G2019-00003 w SHEET 7 OF 1 7 i� J �4 — — — — — — — — — — — — — — — — — 8"ss —�,l, a"ss a"W 259.29' - EX. P/L —On - -g4 N49°20'39"W 254.91' N49°20'39"W 49.09' '1' SEE SHEET 7 20' 0' 10' 20' SCALE: 1 " = 20' Underground Serve s A60 of Southern California Call: TOLL FREE 811 TWO WORKING DAYS BEFORE YOU DIG PRECISE GRADE CONSTRUCTION NOTES NO. DESCRIPTION OCONSTRUCT LIGHT DUTY PAVEMENT: 4" AC OVER 6.5" AB, SUBGRADE TO BE PREPARED PER GEOTECHNICAL RECOMMENDATIONS © CONSTRUCT 6" CONCRETE CURB ONLY, TYPE B-1, PER CITY OF TUSTIN STD. NO. 201 12 CONSTRUCT FULL DEPTH AC PAVEMENT PATCH PER CITY OF TUSTIN STD. NO. 107 14 STALL STRIPING, SIGNAGE & PAVEMENT MARKINGS PER ARCHITECT'S PLANS 18 CART CORRAL PER ARCHITECT'S PLANS PROTECT IN PLACE, ITEM PER PLAN PREPARED BY: ■ol1II FESSIOI O4 K NFA F P ti FUSCOE 0 NO. 80066 m fill EXP. 09/30/20 M E N G I N E E R I N G 16795 Von Korman, Suite 100 Irvine, California 92606 sT clVl\� `P tel 949.474.1960 0 fax 949.474.5315 qTf www.fuscoe.com OF CA0Fp�� MARK NERO RCE NO.80066 EXP. 09/30/20 ey W O LL W ui N 01- r- 0 Tr— O CN C'7 O \ O N N O N C O CD N N N O C' T N O n n CL U7 (P I r7 0 1 0 c� 0 CD 0- 00 0 cn CD M Ln 0 u7 r z 0 Q V) cl Q / o_ CD n / COSTCO GAS STATION PRECISE GRADING PLAN o a o' PRECISE GRADING PLAN c'cn z g TRACT NO: TRACT NO. 14610 LnSTREET ADDRESS: 2655.5 EL CAM I NO REAL Ln CITY I.D. NO.: CITY PERMIT NO.: G2019-00003cn w 0 SHEET 8 OF 1 700 / SCALE: 1 " = 5' �E GRADE CONSTRUCTION NOTES iNv. DESCRIPTION OCONSTRUCT 4" THICK CONCRETE SIDEWALK PER CITY OF TUSTIN STD. NO. 202 ®CONSTRUCT CONCRETE STEPS WITH 6.5" RISERS AND 11 " TREAD PER DETAIL ON SHEET 9 HANDRAILS PER DETAIL B HEREON EX. RETAINING WALL PROP. 6" CURB EX. CURB-/ REMOVE PORTION OF EX. RETAINING WALL TO PROVIDE 2" CLEAR BELOW WALKWAY SLAB. SAWCUT INTERFERING PORTION & FINISH 2" R (TYP.) 6.5" RISERS W/ 11 " TREAD 2" WIDE GROOVING AT NOSE,$" DEEP AT 2" SPACING (5 GROOVES) A ROW EX. BACK OF WALK � I I 1 SAWCUT EDGE SMOOTH. L _ I A WALL FOOTING ON BOTH SIDES, LOCATION , AND CONFIGURATION SHOWN IS ASSUMED. -2p- 7 1 CONTRACTOR TO VERIFY LOCATION AND ADJUST LOWER PORTION OF STEP COMPACTED NATIVE SOIL (SEE CONSTRUCTION ACCORDINGLY. GEOTECHNICAL REPORT) HANDRAILS PER DETAIL B HEREON SECTION A -A MONOLITHIC POUR NOT TO SCALE CONIC. AC DRI' E ro ro 3' WIDE RIBBON GUTTER 11 NOT TO SCALE - C 18" WIDE CURB CHANNEL NOT TO SCALE CONCRETE STEPS r24 SCALE: 1 " = 5' Ka:) 85.0 1A1 FG THREAD N 1'-0" DEPTH 12" 1 1/4" SCHED86.5 40 PIPE RAIL 1 1 /4" SCHED FG MIN. 40 PIPE RAIL 00 Is 00 co o h 9 0.3 0 TW co M 91 o b 00 o v :Ex co M 'A' N o N 89.9 FG M II � II CORE STEPS TO ACCEPT 1 1/4" PIPE. GROUT HANDRAIL IN PLACE AT TOP HAND RAILS NOT TO SCALE °° AT BOTTOM CORE STEPS TO ACCEPT 1 1/4" PIPE. GROUT HANDRAIL IN PLACE 1p SD 12 SD 12 SD H=3.8' EXPOSED 33' ADA ACCESSIBLE PATH 2 �� 2' TRANSITION LL_�� TRANSITION 3/8" LIP 0" LIP 3/8" LIP FLUSH WITH - 0 SD PAVEMENT 0 1 SD rn rn o M � orn rnrn I 93.95 TC 0"C C) zo W 93.45 FS � �n 10% � r OD op�000 500005 o z\} U Uo m� u7 Lq 0.4% Lo CD E c� 8 " LIP 3/8" LIP 3/8" LIP 2' cn 2' TRANSITION I NN TRANSITION RIBBON GUTTER @ ADA PATH NOT TO SCALE CONIC. AC DRI' E ro ro 3' WIDE RIBBON GUTTER 11 NOT TO SCALE - C 18" WIDE CURB CHANNEL NOT TO SCALE CONCRETE STEPS r24 SCALE: 1 " = 5' Ka:) 85.0 1A1 FG THREAD N 1'-0" DEPTH 12" 1 1/4" SCHED86.5 40 PIPE RAIL 1 1 /4" SCHED FG MIN. 40 PIPE RAIL 00 Is 00 co o h 9 0.3 0 TW co M 91 o b 00 o v :Ex co M 'A' N o N 89.9 FG M II � II CORE STEPS TO ACCEPT 1 1/4" PIPE. GROUT HANDRAIL IN PLACE AT TOP HAND RAILS NOT TO SCALE °° AT BOTTOM CORE STEPS TO ACCEPT 1 1/4" PIPE. GROUT HANDRAIL IN PLACE 1p SD 12 SD 12 SD H=3.8' EXPOSED 33' SCALE: 1 "=10' 5' 1 PA �� 0"CF LL_�� 0')0') 94.07 FS CV C-.4 �� - SD ro M - 0 SD U 0 1 SD rn rn o M � orn rnrn I 93.95 TC 0"C 93.45 FS � �n 10% 7.09% op�000 500005 o z\} U Uo 6.56% u7 Lq 0.4% Lo CD �� 8 PA 8' 11' cn 1, PA 0� n (n U_ (n U cn I- r - M L- U LL_ � F--C-4L_ L_ I- c coo O co Q w o o rri r� rim 0) 00 U OO n 0) M rnrn r7 r� r7 0) rri 0')G) rri Q' J rn rn� Q z O C— W z ADA RAMP #1 SCALE: 1 "=10' SCALE: 1"=10' 5' PA vc-_:)a 0"CF LL_�� 2 TC 93.52 94.07 FS �� I� 0 �� 0 ED U 0 1 SD � orn rnrn I 93.95 TC 0"C 93.45 FS LL_ 93.91 TC 93.41 FS U RAMP #3 6.56% Lq 0.4% Lo CD �� _ 8' 1, PA 0� � � L_ 0Lei coo rim �'n o� rnrn rri rri rri rn rn� rn ADA RAMP #2 SCALE: 1"=10' 1j IFG FACE OF H=2' 88 2 N CMU WALL EXPOSE FG— SEE DETAIL B FOR CMU WALL DETAIL I " 90.15 FS tl _ I it A , ON — wET� �A R -it ___ __ - ANN --__ 4, 1 0 CMU WALL SCALE: 1 "=5' 90.00 FG SCALE: 1"=10' p i L D --� p p 3/4" � 1/4" APPROX. 7 1 4" GROOVES DETAIL ey LU O W D N z OZ H1 �a E �z NOT TO SCALE a SEE GROOVES a 0" CF DETAIL HEREON ELEVATION 0 En PER PLAN U VARIES m a 4' MIN. O � 6" CF U ELEVATION PER PLAN 0 0 0 0 0 5 c 0 0 00 D 0 0 0 0 O p 0 0 0 0 0 0 0 0 �. 0 0 0 00 00 00 0 O 0 U 6" CF ELEVATION PER PLAN ACCESS RAMP—TYPE 1 NOT TO SCALE o 111I111I111I111 �TITIT171 4I11. B . 0 4O� ADA RAMP # 1 f1111111111111111111111111111fl ADA RAMP #2 ADA RAMP #3 SEE DETAIL-, B FOR CMU WALL DETAIL 2' 3' 2% SECTION A—A SCALE: 1 "=5' 0" CF ELEVATION PER PLAN O. O TRUNCATED DOMES PER N CITY OF TUSTIN STD. PLAN M 211 OR APPROVED EQUAL O\ O ADA RAMP LOCATION MAP ACCESSIBLE ACCESS TO CONTROLER ENCLOSURE, SEE DETAIL ON SHEET 4 N SCALE: 1 "=200' N O CD 0 CDT 0 MORTAR CAP a TOP COURSE SPLITFACE [0 Il4��I�:I611l.�ylilS #5 BAR @ 24" 8" CMU MD WT--, OC HORIZ SPLITFACE ON ONE SIDE #5 BAR 16" OC VERT. 0.5' CD 2" 85.66 TFQ cn J o 0 O 2500 PSI CONIC. PREPARED BY. Noll QRpFESS1ON K yF( Underground � -�e� 0FC )fQ@@0 of Southern California-ilFUSCOE NO. 60066 Zm Call: TOLL FREE e W EXP. 09/30/20 rn 811 E N G I N E E R I N G 16795 Von Korman, Suite 100 Irvine, California 92606 sTCIV1� `P TWO WORKING DAYS BEFORE YOU DIG tel 949.474.1960 fax 949.474.5315 qTf OF CA0Fa�� www.fuscoe.com MARK NERD RCE N0.80066 EXP. 09 /30 /20 CD /I 3 3,#5 BAR TOP & o BOTTOM @ 16" OC Ln i z 0 DETAIL B cl SCALE: 1 "=5' CD IL CD CD COSTCO GAS STATION PRECISE GRADING PLAN CD PRECISE GRADING DETAILS1-1 cn z n TRACT NO: TRACT NO. 14610 LnSTREET ADDRESS: 2655.5 EL CAM I NO REAL Ln CITY 1. D. NO.:rl- CITY PERMIT NO.: G2019-00003cn w 0 SHEET 9 OF 1 700 i LL 5' PA vc-_:)a 0"CF A 2 TC 93.52 94.07 FS FS J I J O"CF 0 1 93.40 FS 5' I 93.95 TC 0"C 93.45 FS 93.91 TC 93.41 FS ADA RAMP #3 1j IFG FACE OF H=2' 88 2 N CMU WALL EXPOSE FG— SEE DETAIL B FOR CMU WALL DETAIL I " 90.15 FS tl _ I it A , ON — wET� �A R -it ___ __ - ANN --__ 4, 1 0 CMU WALL SCALE: 1 "=5' 90.00 FG SCALE: 1"=10' p i L D --� p p 3/4" � 1/4" APPROX. 7 1 4" GROOVES DETAIL ey LU O W D N z OZ H1 �a E �z NOT TO SCALE a SEE GROOVES a 0" CF DETAIL HEREON ELEVATION 0 En PER PLAN U VARIES m a 4' MIN. O � 6" CF U ELEVATION PER PLAN 0 0 0 0 0 5 c 0 0 00 D 0 0 0 0 O p 0 0 0 0 0 0 0 0 �. 0 0 0 00 00 00 0 O 0 U 6" CF ELEVATION PER PLAN ACCESS RAMP—TYPE 1 NOT TO SCALE o 111I111I111I111 �TITIT171 4I11. B . 0 4O� ADA RAMP # 1 f1111111111111111111111111111fl ADA RAMP #2 ADA RAMP #3 SEE DETAIL-, B FOR CMU WALL DETAIL 2' 3' 2% SECTION A—A SCALE: 1 "=5' 0" CF ELEVATION PER PLAN O. O TRUNCATED DOMES PER N CITY OF TUSTIN STD. PLAN M 211 OR APPROVED EQUAL O\ O ADA RAMP LOCATION MAP ACCESSIBLE ACCESS TO CONTROLER ENCLOSURE, SEE DETAIL ON SHEET 4 N SCALE: 1 "=200' N O CD 0 CDT 0 MORTAR CAP a TOP COURSE SPLITFACE [0 Il4��I�:I611l.�ylilS #5 BAR @ 24" 8" CMU MD WT--, OC HORIZ SPLITFACE ON ONE SIDE #5 BAR 16" OC VERT. 0.5' CD 2" 85.66 TFQ cn J o 0 O 2500 PSI CONIC. PREPARED BY. Noll QRpFESS1ON K yF( Underground � -�e� 0FC )fQ@@0 of Southern California-ilFUSCOE NO. 60066 Zm Call: TOLL FREE e W EXP. 09/30/20 rn 811 E N G I N E E R I N G 16795 Von Korman, Suite 100 Irvine, California 92606 sTCIV1� `P TWO WORKING DAYS BEFORE YOU DIG tel 949.474.1960 fax 949.474.5315 qTf OF CA0Fa�� www.fuscoe.com MARK NERD RCE N0.80066 EXP. 09 /30 /20 CD /I 3 3,#5 BAR TOP & o BOTTOM @ 16" OC Ln i z 0 DETAIL B cl SCALE: 1 "=5' CD IL CD CD COSTCO GAS STATION PRECISE GRADING PLAN CD PRECISE GRADING DETAILS1-1 cn z n TRACT NO: TRACT NO. 14610 LnSTREET ADDRESS: 2655.5 EL CAM I NO REAL Ln CITY 1. D. NO.:rl- CITY PERMIT NO.: G2019-00003cn w 0 SHEET 9 OF 1 700 i LL CANOPY PER ARCHITECT'S PLAN CANOPY ROOF DRAIN PIPE PER ARCHITECT'S PLAN FINISH SURFACE \\\ ,,-4" PVC DRAIN O� LINE, INVERT PER PLAN CANOPY FOOTING PER ARCHITECT'S PLAN CANOPY DRAIN SECTION N. T. S. STORM DRAIN CONSTRUCTION NOTES NO. DESCRIPTION 30 INSTALL 4" PVC (SDR -35) STORM DRAIN PIPE OR APPROVED EQUAL 31 INSTALL 12" PVC (SDR -35) STORM DRAIN PIPE OR APPROVED EQUAL 3� INSTALL 18" RCP STORM DRAIN PIPE 3� INSTALL 24" RCP STORM DRAIN PIPE 34 INSTALL 18" PVC 90" BEND FITTING PER MANUFACTURER'S STANDARDS AND SPECIFICATIONS OINSTALL 35 24"X24" BROOKS PRODUCT 2424CB CATCH BASIN WITH ADA GRATE PER PLAN OR EQUIVALENT. USE EXTENSIONS AS REQUIRED. INVERTS PER PLAN, PER DETAIL ON SHEET 13 OINSTALL 36 36"X36" BROOKS PRODUCT 3636CB CATCH BASIN WITH STEEL COVER/GRATE PER PLAN OR EQUIVALENT. USE EXTENSIONS AS REQUIRED. INVERTS PER PLAN, PER DETAIL ON SHEET 13 3� INSTALL OIL/WATER SEPARATOR PER DETAIL ON SHEET 12 38 INSTALL OIL STOP VALVE AND MANHOLE PER DETAIL ON SHEET 12 39 INSTALL MODULAR WETLAND SYSTEM PER DETAIL ON SHEET 14 40 POINT OF CONNECTION TO GAS STATION CANOPY ROOF DRAIN 41 INSTALL CATCH BASIN BIOCLEAN "DVERT" DVT -10-8 MODULAR THROUGH DIVERSION SYSTEM OR EQUIVALENT, PER DETAIL ON SHEET 13 ® INSTALL PVC TEE FITTING (SIZE PER PLAN) PER MANUFACTURER'S STANDARDS AND SPECIFICATIONS ® INSTALL 12"X4" PVC REDUCER FITTING PER MANUFACTURER'S STANDARDS AND SPECIFICATIONS 44 INSTALL 12" PVC 45° BEND FITTING PER MANUFACTURER'S STANDARDS AND SPECIFICATIONS 45 CONNECT 12" PVC PIPE TO EXISTING RCP STORM DRAIN WITH ADS INSERTA TEE 12P3518CC OR EQUAL, INVERT PER PLAN 46 CORE OR CHIP EXISTING JUNCTION STRUCTURE TO ACCEPT 24" RCP STORM DRAIN PIPE. GROUT NEW STORM DRAIN PIPE IN PLACE. INVERT PER PLAN. ® INSTALL STORM DRAIN CLEANOUT PER DETAIL ON SHEET 12 W W —- 2- 0 W W w 4 10"W O I I I --------- �4 ------------- ---- S� 1 �- S 8"SS ��S 8"SS �j� -I— 8"SS 8"SS 8"SS 8"SS 8"S --- -- — — — — —-------------- ------ io — — ion io'� ion _ 1-0,W- 10— tX ti - ! -- ��• LEGEND 18'SD EXISTING STORM PIPE 12'�= PROPOSED STORM PIPE ® PROPOSED INLET PROPOSED JUNCTION STRUCTURE -JL JL -1L J 11 1LI PROPOSED MWS UNIT �q�IO--�-i 20' 0' 10' 20' SCALE: 1 " = 20' Underground Serve s A60 of Southern California Call: TOLL FREE 811 TWO WORKING DAYS BEFORE YOU DIG PREPARED BY: COSTCO GAS STATION PRECISE GRADING PLAN ■ol1II QRpFK SS I Ovq _ STORM DRAIN PLAN `" fL / F 4ti P P FZ fill w FUSCOE c��� NO. 80066 O m TRACT NO.: TRACT NO. 14610 E N G I N E E R I N G EXP. 09/30/20 A STREET ADDRESS: 2655.5 EL CAM I NO REAL 16795 Von Korman, Suite 100 CITY I . D . NO.: Irvine, California 92606 STi V O- CITY PERMIT NO .: G2019-00003 tel 949.474.1960 0 fax 949.474.5315 qTe of cr.��F°� www.fuscoe.com MARK NERO RCE NO.80066 EXP. 09/30/20 SHEET 1 OF 17 LU O W cn N 01- r- 0 Tr— O CN M O O N N O N C O CD N N N a C' T a a� 0 IL n ro co m i 0 1 0 CD 0 0 co 0 C, 0 a7 r z 0 Q Q CD / n CD IL/ C, z 0 a o' CD / z / 0 / cn / H U w 0 IL / cbJ III �7 c0 o o __iCP III - - — -- --_--_ — _ O o,�c ory.�' STORM DRAIN CONSTRUCTION NOTES ~ 10"w o"w �` 1 'w 1 o"w1 o"w 10"w 0) I h \ °' ��' NO. DESCRIPTION w ------------ ------ - - - - -- -------- o - ----- --- O -� �O + LU I )n O �` rL 31 INSTALL 12" PVC (SDR-35) STORM DRAIN PIPE OR APPROVED EQUAL � �`L� o �O� I I °�V 34 INSTALL 18" PVC 90° BEND FITTING PER MANUFACTURER'S STANDARDS AND SPECIFICATIONS O °� + \ N49° 0'39"W 259.29' _ _ _ _ N49°��Lw9.09' �� L.L�\ �� � —�— 39 INSTALL MODULAR WETLAND SYSTEM PER DETAIL ON SHEET 14 W + 45 CONNECT 12" PVC PIPE TO EXISTING RCP STORM DRAIN WITH ADS INSERTA TEE 12P3518CC OR EQUAL, -------------------------------- `��-------------------------------------- — INVERT PER PLAN N 10^w�� 10"w — 1 o"w 10"w — — 10"I 1 — — o"w — 1 o"w — 1 o"w g`-� 1 o^w - ® INSTALL STORM DRAIN CLEANOUT PER DETAIL ON SHEET 12 I �2 0-- o,`L�+ 92 „J T �� I i tX rL. d O -- \\� +� °� oma\ \� II ��' c� 1 I II 4 Oz °I E. \ \ 4 SO\ Z z za � 11 11 ° O O I°� 1 EX 10' I �� \� z � ��iso � �Pa. O O O R SMT. �� ��, O I � � \ U I Ntx � 1 � + �� + r— I N �� O O' + \ O \ \ \ M ° I°"s \ '� \ \ O a J� 4\1 � o , • � \ \ �� O LIJ LJ U) LLJ C14 V) LLJJ CL. w, \ O O O O o' \ 3 � r 1 �' �— a"ss a"ss 8s a"ss —ui 1 +ss s s"ss a"ss a"ss — �'ss s^ss ���� + t^ \ \ I_LI ° �Ss1 ILS — N49°2 7----- °20'39"W--------------------- O� \\�—O — fi-v — -- — �/� I I -- --- 11-9�-------- vJ m o o off+ \ �, \ Uj 0. 6"SS 6"SS �C� 6"ss i c — — \ N49°20'39"W 170.00 O \ \ \o\ 88 \ \ 0 f CURB OPENING 39 11 91.28 FL �h �� \ O \ \ 4-13 MODULAR WETLAND ]YSTEM c ti I 1 87.21 IN q,°' -i- ��. \ \ \N1b ss 31 p 44 4 S-00 87 \ \ 87.61 BP 19"RI) �� bo+ 1 8 .20 TP FW o + o \ I •\O k3I I (8 2B) + \ \ \ \ \ O\ O + o 85 \ �I \ \ \ 8� 0 CD L------- -- - 1 z �� O �•� \% \ I a ° o tx 0�.+ p�`l; Qp 0 S RM RAIN EX. M NLET �- Q OBSCURED — — =1 _ _ ��_ - — — — — — = �� SPL — — — — _ _ — — �_ — _ — — — _ — = � — — — — — — — — — — — — — — — 1 1/ — — — — — — — — — — — — — — — — — — — — — I I o N49 0.00' fttl— CD 39 W 5 0 �� O N 8 p3 3g »w 55� _ \ I I o N40°39' o N49°20'39"W 36.50' ��,•+ Q��.+ N49'20 _)8"W 45.93' �— — — 00\ +I �3 CD c� Ln — — — — — — — — — — O — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — / — — — — — — — — — — — a ® ® o — 1 D"W 10'1N 10'1N 10"W 10'1N 1 � 10'W 10'1N 1 'W 10"W 10' 10 �� 10'1N 10"W 10"W 10"W 10"W 10"W "W � �— 10^ 1 I � r 00 -�- 82 �, I I z 0 00 �o ham- — —?-O — — — — —�` -I-- — — — — — — —+ — — — — °c — — Oo �'� + 1 1 �j5� �b �o + �+ EL CAMINO REAL 84` � - ;Cb O CD PREPARED BY: COSTCO GAS STATION PRECISE GRADING PLAN o a �� I RpFESSI° CCD oE rOG Underground _ 1'I ��� � � K /V F STORM DRAIN PLAN z SereIQ@ @�� - FUSCOE ° �Q of Southern California II11„ w N0. B0066 m TRACT NO.: TRACT NO. 14610 Call: TOLL FREE Ln E N G I N E E R I N 6 EXP. 09/30/20 2655.5 EL CAM I NO REAL STREET ADDRESS: ' ' ' ' 811 Ln 16795 Von Korman, Suite 100 20 0 10 20 CITY I.D. NO.: Irvine, California 9260cn 6 tel 949474ST cV �� �,P CITY PERMIT NO.: G2019-00003 TWO WORKING DAYS BEFORE YOU DIG ..1960 fax 949.474.5315 qTf OF w www.fuscoe.com SCALE: 1 " = 20' SHEET 1 OF 17 MARK NERO RCE NO.80066 EXP. 09/30/20 �_"Mm\�71 0A 1 X l IiW RLI ALL EXCAVATIONS, SUCH AS FOR REMOVAL OF THE EXISTING OIL WATER SEPARATOR AND NEW UNDERGROUND UTILITIES WHICH EXTEND MORE THAN 3 FEET BELOW THE FINISHED GRADES OR PAVEMENT SURFACE WILL REQUIRE SPECIAL BACKFILL PROCEDURES. THESE PROCEDURES ARE AS FOLLOWS: THE PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE PLANS, SPECIFICATIONS, ENVIRONMENTAL REPORTS AND THE REQUIREMENTS OF THE AGENCY HAVING JURISDICTION, WHICHEVER IS THE MOST STRINGENT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING A QUALITY CONTROL PROGRAM TO ENSURE THE PROPER EXECUTION OF THE WORK IN ACCORDANCE WITH ALL THE PROJECT REQUIREMENTS. AGENTS OF THE OWNER SHALL CONDUCT VARIOUS OBSERVATIONS AND TESTING AS NECESSARY FOR QUALITY ASSURANCE. THE DTSC SHALL BE PROVIDED WITH A MINIMUM OF 48 HOURS NOTICE BEFORE THE START OF WORK TO ALLOW DTSC THE OPPORTUNITY TO OBSERVE THE INSTALLATION OF THE EZ WRAP AND CONSTRUCTION OF THE UNDERGROUND UTILITIES. AT A MINIMUM, THE PIPE BEDDING, HAUNCHES, INITIAL BACKFILL AND FINAL BACKFILL FOR ALL UNDERGROUND UTILITIES, TO A MINIMUM OF ONE (1) FOOT ABOVE THE PIPE OR TO THE HISTORIC HIGH GROUNDWATER ELEVATION (3 FEET BELOW PAVEMENT SURFACE), WHICHEVER IS HIGHER, SHALL CONSIST OF A SAND -CEMENT SLURRY. A MINIMUM OF ONE (1) SACK SAND CEMENT SLURRY IS REQUIRED FOR BACKFILL OF DOMESTIC AND RECLAIMED WATER LINES INSTALLED BELOW THE HIGH GROUNDWATER ELEVATION. A MINIMUM TWO (2) SACK SAND CEMENT SLURRY SHALL BE USED FOR SEWER AND STORM WATER UNDERGROUND UTILITIES. THE TWO (2) SACK SAND -CEMENT SLURRY SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 220 POUNDS PER SQUARE INCH IN 48 HOURS. THE MINIMUM ONE (1) SACK SAND CEMENT SLURRY SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 80 PSI AT 48 HOURS. BACKFILL OVER THE SAND CEMENT SLURRY SHALL CONSIST OF IMPORTED OR ONSITE NATIVE SOILS TESTED AND APPROVED BY THE GEOTECHNICAL ENGINEER. THE SAND CEMENT SLURRY SHALL BE SAMPLED AND TESTED TO DETERMINE COMPRESSIVE STRENGTH IN ACCORDANCE WITH ASTM STANDARDS A MINIMUM OF ONCE PER DAY OR ONCE EVERY 100 CUBIC YARDS OF PLACEMENT, OR AT ANY CHANGE OF SUPPLIERS, WHICHEVER IS MORE STRINGENT. A MINIMUM OF FIVE SAMPLES SHALL BE PREPARED AND TESTED FOR EACH SAMPLING EVENT FOR COMPRESSIVE STRENGTH DETERMINATION. TWO SAMPLES SHALL BE TESTED AT 48 HOURS AND TWO SAMPLES SHALL BE TESTED AT 7 DAYS FOR COMPRESSIVE STRENGTH, AND ONE SAMPLE SHALL BE RETAINED FOR FURTHER TESTING. ALL SLURRY SHALL BE PLACED WITH INTERNAL VIBRATION WITHOUT DAMAGING THE PIPE, GASKETS, FITTING, ETC. THE BACKFILL AROUND SUBSURFACE STRUCTURES SUCH AS THE OIL -WATER SEPARATOR, MANHOLES, VAULTS, ETC. SHALL CONSIST OF A SAND CEMENT SLURRY AS DESCRIBED ABOVE FOR THE PIPE BACKFILL. PROPER HANDLING OF POTENTIAL CONTAMINATED SOIL AND OTHER MATERIALS SHALL BE CONDUCTED DURING THE REMOVAL OF THE EXISTING OIL/WATER SEPARATOR AND ASSOCIATED COMPONENTS. THE REMOVED OIL/WATER SEPARATOR AND ASSOCIATED COMPONENTS SHALL BE PLACED ON A LINED/CONTAINMENT LAYER, ALL IMPACTED SOIL AND LINING MATERIALS SHALL BE REMOVED AND PROPERLY DISPOSED OF, FOLLOWED BY DECONTAMINATION OF THE OIL/WATER SEPARATOR PRIOR TO RE -LOCATION. THE OIL/WATER SEPARATOR AND ASSOCIATED COMPONENTS SHALL BE COMPLETELY ENVELOPED BY STOPAQ PRODUCTS EZ WRAP. THE STOPAQ PRODUCTS EZ WRAP SEAM TAPE AND EZ PASTE PRODUCTS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. THIS PRODUCT GENERALLY CONSISTS OF A MULTI -LAYERED WRAP/LINER THAT IS ADHERED TO THE UNDERGROUND UTILITY WITH PASTE. THE SPACE BETWEEN THE EXCAVATION SIDEWALLS AND THE WALLS OF THE OIL/WATER SEPARATOR SHALL BE BACKFILLED WITH A MINIMUM 2 -SACK SAND -CEMENT SLURRY. THE INSTALLATION SHALL BE CONDUCTED SUCH THAT ALL JOINTS ARE SEALED TO PREVENT CONTAMINATED GROUNDWATER AND/OR SOIL FROM COMING INTO CONTACT WITH THE GASKETS USED ON THE SEPARATOR. THE CONTRACTOR SHALL VERIFY THAT THE PROPOSED JOINT SEAL AND PASTE ARE COMPATIBLE WITH THE PIPE AND GASKET SYSTEMS USED ON THE PROJECT. THE CONTRACTOR SHALL OBTAIN TRAINING AND CERTIFICATIONS FROM THE PRODUCT MANUFACTURER FOR ALL EMPLOYEES THAT WILL INSTALL THE PRODUCT. FURTHER, THE CONTRACTOR SHALL ARRANGE FOR THE PRODUCT MANUFACTURER TO CONDUCT PERIODIC SITE VISITS TO ENSURE THAT THE PRODUCTS ARE INSTALLED IN ACCORDANCE WITH THEIR REQUIREMENTS AND GUIDELINES. THE MANUFACTURERS REPRESENTATIVE (MR. EDWIN WELLES, PRESIDENT, STOPAQ AMCORR, INC.) CAN BE REACHED AT 877-586-3710 FOR ANY QUESTIONS RELATED TO THE INSTALLATION REQUIREMENTS FOR THE STOPAQ PRODUCTS. THE PRODUCT MANUFACTURER SHALL INSPECT THE INSTALLATION OF THE EZ WRAP AND PROVIDE A LETTER STATING THAT, BASED ON THEIR OBSERVATIONS, THAT THE SYSTEM WAS INSTALLED IN ACCORDANCE WITH THEIR INSTALLATION REQUIREMENTS. THE INSTALLATION OF THE EZ WRAP AND THE PLACEMENT OF THE SLURRY BACKFILL SHALL BE OBSERVED BY AN AGENT OF THE OWNER. A FINAL INSPECTION REPORT SHALL BE PROVIDED TO THE DTSC AND THE CITY OF TUSTIN AT THE COMPLETION OF THE PROJECT DOCUMENTING THAT THE INSTALLATION OF THE SPECIAL CONSTRUCTION REQUIREMENTS (I.E., EZ WRAP, THE UTILITY INSTALLATION, SLURRY BACKFILL, ETC.) HAS BEEN CONDUCTED IN ACCORDANCE WITH THE PROJECT REQUIREMENTS. THE CONTRACTOR SHALL ADHERE TO THE SPECIAL CONSTRUCTION REQUIREMENTS FOR THE INSTALLATION OF THE UNDERGROUND STORAGE TANK DESCRIBED IN THE DECEMBER 13, 2013 LETTER PREPARED BY MOORE TWINING ASSOCIATES, INC., TITLED: "DETAILS FOR HDPE LINER INSTALLATION OF EXCAVATIONS FOR UNDERGROUND STORAGE TANK AND ASSOCIATED PIPING FOR PRODUCT LINES, VENT LINES AND ELECTRICAL LINES", THE MANUFACTURER'S INSTALLATION REQUIREMENTS, AND THE REQUIREMENTS OF THE PROJECT PLANS, WHICHEVER IS THE MOST STRINGENT. ALHAMBRA FOUNDRY FRAME & COVER A-1240 OR EQi IIVAI FNIT TOP OF PAVEMENT OR GROUND SURFACE ►���� CC00 SIZE OF VERTICAL RUf CORRESPOND WITH SIS_ MAIN STORM DRIAN L STORM DRAIN 3 1/2" MAX UNDISTURBED EARTH INVERT ELEVATION SEE PLAN STORM DRAIN CLEANOUT NOT TO SCALE LABEL AND CAPACITY MARKINGS PVC INLET TRAFFIC GRATE AND FRAME PER PYRAMID PRECAST COMPANY, INC. SEE CONTACT INFORMATION HEREON – SAMPLE BOX BY LOCAL PLUMBING CODES. BOX COMES MECHANICALLY ATTACHED TO UNIT AND IS PRE–SEALED TO UNIT WITH EPDXY ADHESIVE. PLAN VIEW SQUARE BOLT DOWN STANDARD STEEL "DIAMOND PLATE" TRAFFIC COVERS A-7 GATE VALVE (SAME SIZE AS PIPING ON PLAN) IN PVC VALVE BOX FLUSH WITH GRADE O OUTLET PVC PIPE SIZE PER PLAN A 8" C.I. GATE CAN COVER _j W Z .++++++++++—+ +%or W oC Q PLAN VIEW SQUARE BOLT DOWN STANDARD STEEL "DIAMOND PLATE" TRAFFIC COVERS A-7 GATE VALVE (SAME SIZE AS PIPING ON PLAN) IN PVC VALVE BOX FLUSH WITH GRADE O OUTLET PVC PIPE SIZE PER PLAN A 8" C.I. GATE CAN COVER MANHOLE RIM PER PLAN F': MANHOLE PER A.P.W.A. STD. 200- 3.75' INVERT IN PER PLAN I 1 . 0 L- 1.1 1 ' 2.89' 1. PORTLAND CEMENT CONCRETE TO BE A MINIMUM OF 3500 PSI AT 28 DAYS AND REINFORCED WITH #3 DEFORMED BARS AS PER MANUFACTURER STRUCTURAL DRAWINGS (DRAWINGS AVAILABLE FROM MANUFACTURER UPON REQUEST. 2. EXCAVATION MUST BE TWO FEET LARGER THAN UNIT SIZE. EXCAVATED BASE MUST BE LEVEL AND COMPACT. SIX INCHES OF ROADBASE OR GRAVEL RECOMMENDED. 3. A MAXIMUM OF 24" GR -22 GRADE RING RECOMMENDED. GREATER REQUIREMENTS SHOULD INVOLVE AN INCREASE IN THE HEIGHT OF THE RISER SECTION TO FACILITATE INSPECTION AND CLEANING. 4. FITTINGS, PIPE AND VALVE OUTLET ENDS TO BE SUPPLIED BY GAS STATION CONTRACTOR. CONSULT LOCAL CODES FOR REQUIREMENTS. PROVIDE EXTENSION TO 12" MAX. BELOW COVER GATE VALVE (SAME SIZE AS PIPING ON PLAN) IN PVC VALVE BOX FLUSH WITH GRADE OUTLET V-10" SQUARE (TYP.) 2'-4„ 4'-10„ 8' SQUARE (TYP.) I� ELEVATION SECTION A—A TWO STAGE OIL/ WATER SEPARATOR INVERT OUT PER PLAN COPE DRILL & SEAL WITH PREVENTION TECHNOLOGY'S, INC. SEALANT INSTALL OIL STOP VALVE FLUSH WITH WALL OF MANHOLE OIL STOP VALVE MANHOLE INSTALLATION N.T.S. SPECIAL CONSTRUCTION PROCEDURES U) L cn N.T.S. 3'-9„ 911, V-71 1,-41„ 2 � 4 4 + 05,, 2'-32„ 8 PLAN 1. Optional Slave Valve /ENT CONNECTION(BY AFL) )NAL LOCATION 1,-71 2'-31„ 2 SIDE VIEW 2'-0" OUTLET VIEW RADE E RING VALVE (SAME SIZE PIPING ON PLAN) IN VALVE BOX SH WITH GRADE NOTE: USE PYRAMID PRECAST INDUSTRIAL WASTE INTERCEPTOR, IW2, 2 COMPARTMENT, 520 GALLON PYRAMID PRECAST COMPANY INC. 2438 NORTH LOCUST AVENUE RIALTO, CALIFORNIA 92377 PHONE: (909) 823-4255 FAX: (909) 823-8687 WEB: WWW.PYRAMIDPRECAST.COM NOTES FOR PROPER VALVE OPERATION THE STEPS AS LISTED BELOW MUST BE FOLLOWED: 1. VENT PIPE IS TO BE FURNISHED BY CUSTOMER AND MUST EXTEND ABOVE CONTAINMENT AREA. 2. AFTER VALVE IS INSTALLED, THE SUMP MUST BE FILLED WITH WATER UNTIL THE LIQUID LEVEL IS AT THE INVERT OF DISCHARGE PIPE. 3. MANUALLY OPEN VALVE BY LIFTING THE FLOAT IN A VERTICAL DIRECTION ONLY. TO FACILITATE MANUAL OPENING OF THE VALVE ATTACH 1/16"0 WIRE TO FLOAT STEM AND THE OTHER END TO A EASILY ACCESSIBLE AREA. MAKE SURE THERE IS ENOUGH SLACK IN WIRE FOR THE VALVE(FLOAT) TO CLOSE. 4. AFTER A SPILL, THE SPILLED LIQUID MUST BE EVACUATED UNTIL WATER ONLY IS IN THE SUMP. ADD WATER IF WATER LEVEL IS BELOW THE INVERT.(SEE NOTE#2) 5. MANUALLY REOPEN VALVE. 6. FOR ADDITIONAL INSTRUCTIONS REFER TO INSTALLATION, OPERATION, & MAINTENANCE(I-O-M) MANUAL. FAILURE TO FOLLOW ABOVE PROCEDURES MAY CAUSE OIL TO BE DISCHARGED. OIL STOP VALVE AND MANHOLE INSTALLATION NOTES: THE INSTALLATION OF THE OIL/WATER SEPARATOR AND THE OIL STOP VALVE & MANHOLE, WILL REQUIRE THAT THE EXTERIOR OF ALL STRUCTURES BE CLEANED AND WRAPPED WITH EZ -WRAP PER THE "SPECIAL CONSTRUCTION PROCEDURES" ABOVE. SPECIAL PROCEDURES WILL BE REQUIRED TO PREVENT SPILLS, HANDLING, AND DISPOSAL OF CONTAMINATED WASTES GENERATED BY THE CLEANING OF THESE STRUCTURES. ALL UTILITY(IES) & VAULT(S) TRENCHING & BACKFILL SHALL BE IN ACCORDANCE WITH "SPECIAL CONSTRUCTION PROCEDURES" ABOVE. LINER SYSTEMS FOR THE STRUCTURES, NEW TANKS, AND UTILITIES SHALL BE CONSISTENT WITH THE REQUREMENTS OF THESE PLANS, THE AGENCY HAVING JURISDICTION, APPLICABLE ENVIRONMENTAL REPORTS, MANUFACTURER'S INSTALLATION REQUIREMENTS AND PER ORIGINAL LINER SYSTEM PLANS AND DETAILS BY GEO-KINETICS, INC. AS APPLICABLE, WHICHEVER IS THE MOST STRINGENT. N.T.S. Underground Serve s M90 of Southern California Call: TOLL FREE 811 TWO WORKING DAYS BEFORE YOU DIG DIMENSIONAL TOLERANCE t 1/8" PREPARED BY. Noll QRpFESS aN �� K NFA _ e, P 'L O No. eoos6 mFUSCOE 0 II1i E N N G I N E E R I N G EXP. 09/30/20 16795 Von Korman, Suite 100 Irvine, California 92606 sT C I V O_ `P tel 949.474.1960 0 fax 949.474.5315 qTe of crQF www.fuscoe.com MARK NERD RCE N0.80066 EXP. 09 /30 /20 ev w O w D N a N O CD 0 CD T 0 o_ N a a CD 0 0 N in CD Ln 0 a7 r z 0 Q cl Q CD / n CD n / COSTCO GAS STATION PRECISE GRADING PLAN o a o' STORM DRAIN DETAILSCD1-1 cn z n TRACT NO. 14610 TRACT NOLn .: STREET ADDRESS: 2655.5 EL CAM I NO REAL CITY 1. D. NO.: Ln CITY PERMIT NO.: G2019-00003cn w SHEET 12 OF 1 700 W Z W oC Q Q Z J C -D W ca a c� op NOTE: USE PYRAMID zo w PVC INLET PRECAST INDUSTRIAL WASTE INTERCEPTOR, c/)CD v IW2, 2 COMPARTMENT, aL Ld 520 GALLON SQUARE (TYP.) 4 TYPICALLY 12" CONSULT LOCAL C) CODES wTHROUGH __ - W = w ~ NHOLES 2,_4„ '�' m = 0, CD M 1/2 WATER N W SQUARE T o = DEPTH (TYP.) r11 — MANHOLE RIM PER PLAN F': MANHOLE PER A.P.W.A. STD. 200- 3.75' INVERT IN PER PLAN I 1 . 0 L- 1.1 1 ' 2.89' 1. PORTLAND CEMENT CONCRETE TO BE A MINIMUM OF 3500 PSI AT 28 DAYS AND REINFORCED WITH #3 DEFORMED BARS AS PER MANUFACTURER STRUCTURAL DRAWINGS (DRAWINGS AVAILABLE FROM MANUFACTURER UPON REQUEST. 2. EXCAVATION MUST BE TWO FEET LARGER THAN UNIT SIZE. EXCAVATED BASE MUST BE LEVEL AND COMPACT. SIX INCHES OF ROADBASE OR GRAVEL RECOMMENDED. 3. A MAXIMUM OF 24" GR -22 GRADE RING RECOMMENDED. GREATER REQUIREMENTS SHOULD INVOLVE AN INCREASE IN THE HEIGHT OF THE RISER SECTION TO FACILITATE INSPECTION AND CLEANING. 4. FITTINGS, PIPE AND VALVE OUTLET ENDS TO BE SUPPLIED BY GAS STATION CONTRACTOR. CONSULT LOCAL CODES FOR REQUIREMENTS. PROVIDE EXTENSION TO 12" MAX. BELOW COVER GATE VALVE (SAME SIZE AS PIPING ON PLAN) IN PVC VALVE BOX FLUSH WITH GRADE OUTLET V-10" SQUARE (TYP.) 2'-4„ 4'-10„ 8' SQUARE (TYP.) I� ELEVATION SECTION A—A TWO STAGE OIL/ WATER SEPARATOR INVERT OUT PER PLAN COPE DRILL & SEAL WITH PREVENTION TECHNOLOGY'S, INC. SEALANT INSTALL OIL STOP VALVE FLUSH WITH WALL OF MANHOLE OIL STOP VALVE MANHOLE INSTALLATION N.T.S. SPECIAL CONSTRUCTION PROCEDURES U) L cn N.T.S. 3'-9„ 911, V-71 1,-41„ 2 � 4 4 + 05,, 2'-32„ 8 PLAN 1. Optional Slave Valve /ENT CONNECTION(BY AFL) )NAL LOCATION 1,-71 2'-31„ 2 SIDE VIEW 2'-0" OUTLET VIEW RADE E RING VALVE (SAME SIZE PIPING ON PLAN) IN VALVE BOX SH WITH GRADE NOTE: USE PYRAMID PRECAST INDUSTRIAL WASTE INTERCEPTOR, IW2, 2 COMPARTMENT, 520 GALLON PYRAMID PRECAST COMPANY INC. 2438 NORTH LOCUST AVENUE RIALTO, CALIFORNIA 92377 PHONE: (909) 823-4255 FAX: (909) 823-8687 WEB: WWW.PYRAMIDPRECAST.COM NOTES FOR PROPER VALVE OPERATION THE STEPS AS LISTED BELOW MUST BE FOLLOWED: 1. VENT PIPE IS TO BE FURNISHED BY CUSTOMER AND MUST EXTEND ABOVE CONTAINMENT AREA. 2. AFTER VALVE IS INSTALLED, THE SUMP MUST BE FILLED WITH WATER UNTIL THE LIQUID LEVEL IS AT THE INVERT OF DISCHARGE PIPE. 3. MANUALLY OPEN VALVE BY LIFTING THE FLOAT IN A VERTICAL DIRECTION ONLY. TO FACILITATE MANUAL OPENING OF THE VALVE ATTACH 1/16"0 WIRE TO FLOAT STEM AND THE OTHER END TO A EASILY ACCESSIBLE AREA. MAKE SURE THERE IS ENOUGH SLACK IN WIRE FOR THE VALVE(FLOAT) TO CLOSE. 4. AFTER A SPILL, THE SPILLED LIQUID MUST BE EVACUATED UNTIL WATER ONLY IS IN THE SUMP. ADD WATER IF WATER LEVEL IS BELOW THE INVERT.(SEE NOTE#2) 5. MANUALLY REOPEN VALVE. 6. FOR ADDITIONAL INSTRUCTIONS REFER TO INSTALLATION, OPERATION, & MAINTENANCE(I-O-M) MANUAL. FAILURE TO FOLLOW ABOVE PROCEDURES MAY CAUSE OIL TO BE DISCHARGED. OIL STOP VALVE AND MANHOLE INSTALLATION NOTES: THE INSTALLATION OF THE OIL/WATER SEPARATOR AND THE OIL STOP VALVE & MANHOLE, WILL REQUIRE THAT THE EXTERIOR OF ALL STRUCTURES BE CLEANED AND WRAPPED WITH EZ -WRAP PER THE "SPECIAL CONSTRUCTION PROCEDURES" ABOVE. SPECIAL PROCEDURES WILL BE REQUIRED TO PREVENT SPILLS, HANDLING, AND DISPOSAL OF CONTAMINATED WASTES GENERATED BY THE CLEANING OF THESE STRUCTURES. ALL UTILITY(IES) & VAULT(S) TRENCHING & BACKFILL SHALL BE IN ACCORDANCE WITH "SPECIAL CONSTRUCTION PROCEDURES" ABOVE. LINER SYSTEMS FOR THE STRUCTURES, NEW TANKS, AND UTILITIES SHALL BE CONSISTENT WITH THE REQUREMENTS OF THESE PLANS, THE AGENCY HAVING JURISDICTION, APPLICABLE ENVIRONMENTAL REPORTS, MANUFACTURER'S INSTALLATION REQUIREMENTS AND PER ORIGINAL LINER SYSTEM PLANS AND DETAILS BY GEO-KINETICS, INC. AS APPLICABLE, WHICHEVER IS THE MOST STRINGENT. N.T.S. Underground Serve s M90 of Southern California Call: TOLL FREE 811 TWO WORKING DAYS BEFORE YOU DIG DIMENSIONAL TOLERANCE t 1/8" PREPARED BY. Noll QRpFESS aN �� K NFA _ e, P 'L O No. eoos6 mFUSCOE 0 II1i E N N G I N E E R I N G EXP. 09/30/20 16795 Von Korman, Suite 100 Irvine, California 92606 sT C I V O_ `P tel 949.474.1960 0 fax 949.474.5315 qTe of crQF www.fuscoe.com MARK NERD RCE N0.80066 EXP. 09 /30 /20 ev w O w D N a N O CD 0 CD T 0 o_ N a a CD 0 0 N in CD Ln 0 a7 r z 0 Q cl Q CD / n CD n / COSTCO GAS STATION PRECISE GRADING PLAN o a o' STORM DRAIN DETAILSCD1-1 cn z n TRACT NO. 14610 TRACT NOLn .: STREET ADDRESS: 2655.5 EL CAM I NO REAL CITY 1. D. NO.: Ln CITY PERMIT NO.: G2019-00003cn w SHEET 12 OF 1 700 2424 CAST IRON GRATE PARKWAY 112 lbs. 2424 STEEL GRATES PARKWAY TRAFFIC 48 lbs,. 103 lbs. 2424 STEEL COVER PARKWAY 81 las. TRAFFIC 114 lbs. � m 26114" 26114" NOTES` 1. GRATES AND COVERS AVAILABLE PAINTED BLACK OR GALVANIZED 2, "ADA" GRATES AVAILABLE IN PARKWAY A TRAFFIC . 3. "HEEL PROOF" GRATES WAtLABLE IN PARKWAY ONLY 4. ATOP SECTION WITH FRAME MUST BE USED IF BOLT DOWN REQUIRED EXTENSION SECTION HT LBS KNOCK -OUTS i • 2424 L12 12" 495 ggg grel (4) S" x 11" 41L18 18" 745 (4) 9" x 12" 2424 L24 24" 870 (4) 14" x 14" r r • k 2424 B30 30" 1595 r {4) 113" x 1S" 2424 636 36" 19.05 $" (4) 18" x 1--7::d 4A UPPER aEGMENT'""' 413 LOWER SEGMENT'" 2424 TOP SECTION (WITH GALVANIZED FRAME) 2424 LOWER SECTION (NO FRAME) NOTE: USE 12", 18", 24" LOITERS TO INCREASE DEPTH UP TO AMA}{IMUM OF 72" SEE CHART 2424 BOTTOM SECTION (WITH OR WITHOUT FRAME) �ba SEE CHART 34" 34" 7 4 3636 STEEL GRATES - 1 Pc. PARKWAY 93 lbs. 3 VV 31636 STEEL GRATES - 2 Pe. TRAFFIC 341 lbs. 3 114" 3636 STEEL COVER - 1 Pc. 3636 FRAME ONLY 3636 EXTENSION (NO FRAME) PARKWAY 152 lbs. TRAFFIC 190 lbs. 4ea. 30" dia, THINWALL KNOCK-OU17 r+ 40 1/4" + 35718- NOTES. 5718" NOTES. 1, GRATES AND COVERS AVAILABLE PAINTED BLACK OR GALVANIZED 2. "ADA" OR "HEEL -PROOF" GRATES ARE NOTAVAILABLE FOR THIS SERIL . 3. BOLT DOWN GRATES AND COVERS ARE AVAILABLE i • * r 3636 EB 6" 525 NONE 3636 EE12 12" 1050 NONE 7 • +, • • 3836 B38 36" 2,230 1 (4130" DIA. SEE CHART 3636 BOTTOM SECTION (NO FRAME) PE4K FLOW OUTLET LOCATION AMY VARY\ QVERr OUTLET - LOW FLDws (me' PTFE) 8I0 CLEAN DVERT TO B10 CLEAN SYSTEM SITE CURB A4N GUTTER - }} � - LOCATTCIN AMY VARY moi'_ PER CIVIL PLANS [(' j(�'j/} SUPPLIED B?' OTHERS �<., CURB OPENING CURB OPENING C+IJR@ OPENING s ? =cz .t-� �_Dkffr LENGTH = CURB OPENING WI07H PER CIVIL PLANS- I ' `-~ . CURB OPENING CURB OPENING PLAN VIEW ALTERNATE CONFIGURATIONS CONTACT 810 CLEAN FOR ADDITIONAL CUSTOM CONFIGURA77ONS AVERT OUTLET BIO CLEAN AVERT LOW FLOWS (08' PIPE) TO 910 CLEAN SYSTEMcuss OPENING LOCATION AMY VARY TDP OF CURB -2.00' CURB IALET%CATCH 845IN OBIU PER CML PLANS ELEVATTON PER CML PLANS SUPPLIED BY OTHERS LOCATION MAY VARY - - - - - - -' ELEVATION VIEW DWRr OUTLET LOW FLOWS (08" PIPE) TO 810 CLEAN SYSTEM INSTALLATION NOTES LDCAT7ON AMY VARY 1. DVERT TO BE CONNECTED TO CONCRETE BELOW CURB OPENING USING J16 STAINLESS STEL (MIN Y/) DRIVE PIN ANCHORS SPACED 12" ON CENTER AND J76 STAINLESS STEEL RIVETS (MIN 2. ALL SEAMS BETWEEN DVERT AND CONCRETE SHALL BF FILLED WITH WATERTIGHT CONCRETE FILLER AND,IOR SILICONE SEALANT 3. CONTRACTOR FO SUPPLY AND INSTALL ALL EXTERNAL CONNEC77NC PIPES, ALL PIPES MUS7 BE FLUSH WITH INSIDE SURFACE OF CONCRETE ,(PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE MUST SE PROPRETARY AND FLUSH WITH THE FLOWLINE OF FHE DVERT ALL PIPES SHALL BE SEALED WATER TICHT PER MANUFACTURERS STANDARD CONIVEC71ON DETAIL. rxe ERTr OFR�N TERR4 u 4. CONTRACTOR RESPONSIBLE FOR CONTACTING RIO CLEAN FOR ACTIVATION OF ONIF MANUFACTURES WARRANTY IS RRo�cRrrof FORfaRA' ,NOR ANT' PART A#'RfAf; VOID WITH OUT PROPER ACTIVATION BY A 910 CLEAN REPRESENTATIVE. 7N ANY U40tR N7ff GPi7 �TOI OVERT END VIEW 1NLET/CATCH 34SIN /"810 CLEAN OVERT CURB OPENING TOP OF CURB - 1. X 1 TRE.4WENT HGL LINERS OF OP)TDNAL-- I\ CURB INLET WING a SECTION VIEW ISOMETRIC VIEW 41" 7 0 5 SDR 35 GASKETED BELL GRAVITY APPLICATIONS A. EQUIVALENT O.BELL ENE) ACCEPTS PIPE WITH SDR 35, ASTM D3034 OR EQUIVALENT O.D. SPECIFICATION IN 8", 10", 12". 15". 18". 21". 24", 27", AND 34" SIZES. 1 (FOR 4" AND 6" SIZES REFER TO FATBOY 2 SPECIFICATIONS). 3 B. CURVATURE VARIES WITH MAINLINE DIAMETERS. 4 4A C. SPIGOT END PVC SDR 35, ASTM 43034 4B DIAMETERS: 8", 10", 12", 15", 18", 21", 24", 27" AND 30" I� A PART PART NAME MATERIALS 1 HUB ADAPTOR PVT_ SDR 35 ASTM D3034 2 RUBBER GASKET ASTM F477 3 SECURING CLAMP' BAND SS #301 SCREW SS #305 HOUSING S5 #301 4 RUBBER SLEEVE iAxIAJI ARI F IN NrrR11 F ANn Fr'rim RY SFCIAI ORDFRY ASTM F477 4A UPPER aEGMENT'""' 413 LOWER SEGMENT'" " OPTIONAL: #315 STAINLESS STEEL 6AND, SCREW AND HOUSING " DISTANCE BETWEEN 4A AND 4B WILL VARY BY PRODUCT TYPE -WILL NOT APPEAR ON RUBBER SLEEVES FOR CONCRETE OR CLAY PIPE INSERTA TEE SIZE HOLE DIAMETER 8" (200 mm) 8n"' (222mm) 10"' (250 mm) 10 ia' (276mm) 12" (300 mm) 12 /B" (327 mm) 15" (375 mm) 151.3/, " (402mm) 18" (450 mm) 19 3/1s" (503mm) 21" (525 mm) 22 `'/�G" (573mm) 24" (600 mm) 25,Y16" (543mm) 27" (675 mm) 28 Y22" (724mm) 30" (750 mm) 3217,32' (826mm) NOTE. RECOMMENDED METHOD OF CUTTING HOLE IS WITH HOLE SAW FOR PVC AND OTHER PLASTICS, AND DIAMOND BIT FOR CONCRETES; CLAY, FRP AND D.I. (SEE INSTALLATION INSTRUCTIONS. HOLE SAWS ARE AVAILABLE FOR PURCHASE OR RENT.) INSERTA TEE I Pd BOX 714 SDR 35 GASKETED BELL GRAVITY APPLICATION SPECIFICATIONS • CORNELIUS, OR 97116 SCALE'' NTS TIBMW 31scrCCES5L__c-bATrait] tai12-1IIr�srrrrrre11x�rrOpr�-ray raGll-s. IHh ke. PH:,503} 35 7-2110 -2110 FAX:(503 ) 35 9-5417 DATE: 9f12f2U13 THE G_SI �t�i I : 3}i TFEtC{Hi.�shICti4F L NIHCNF {G]F3I• i3RTi1a�HJ 1S4 10"M nL{aTt,. F M EI 1{4.;}h3tEhFHR4CHJALV FFChik OF hiii 'FRli 4hi I4HFh.n4:ia' SALE8@INSERTATEE.CO4 11-crlHATlcrar4-^.11-c e :}F CIH �k .irdlJrr TJf �r ^.Hl',^.kTl LC LCR rTuh rCf i IC DIRE: 'M.KF nn HFiti 1}F'}iH�,l'-A-:{•:f+l Y4FFf Elf:-,+. HII IF11 F'Fk it A+N DRAWN BY. KLJ FM -1 NJndarrground Seryka A60 of Southern California Call: TOLL FREE 811 TWO WORKING DAYS BEFORE YOU DIG PREPARED BY: ■o11II QRpFESS/Oy �� K NFA F P ti O C) 1111F FUSCOE 0 NO. 80066 m 111111 N E N EXP. 09/30/20 G I N E E R I N G 16795 Von Korman, Suite 100 Irvine, California 92606 sT CIV1� `P tel 949.474.1960 0 fax 949.474.5315 qTf OF CA01p�� www.fuscoe.com MARK NERD RCE N0.80066 EXP. 09 /30 /20 LU 0 LU N 0. r- 0 r0 CV M 0 0 ri a� 0 0 T 0 n n 0 N r_ m I r� 0 I 0 CD 0 0 r� in CD m Ln 0 a7 r Z 0 Q V) Q C / IL CD IL / COSTCO GAS STATION PRECISE GRADING PLAN o Q 00 STORM DRAIN DETAILSCD1-1 cn Z IL g TRACT NO.: TRACT NO. 14610 STREET ADDRESS: 2655.5 EL CAM I NO REAL CD Ln CITY I.D. NO.:rl- cn/ CITY PERMIT NO.: G2019-00003 w SHEET 13 OF 1700 SITE SPECIFIC DATA a PROJECT NUMBER 8180 PROJECT NAME COSFCO FUELING STATION PROJECT LOC410N TUSTIN, CA STRUCTURE ID - - -- CA TREATMENT REPUIRED ---- VOLUME BASED (CF) FLOW BASED (CFS) .e m .: .. �. •'.:, fir.. -s--., r.-..�-]._'. - �. .= VOLUME BASED (Cr) FLOW BASED (CFS) TREATMENF HGL AVAILABLE (FT) 0.775 NAK PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE OFFLINE 3.8 PIPE DATA I.E MATERIAL PIPE DATA DIAMET€R INLFT PIPE I ---- NIA INLET PIPE" 1 NIA INLET PIPE 2 NIA NIA INLET PIPE 2 NIA GUTLEF PIPE 8778 PVC` OUTLET PIPE 12" PVC PRETREATMENT' B10FILTRA TION DISCHARGE RIM ELEVATION 91:76 91.76 RIM ELEVATION 91.78 SURFACE Lw PEDESTRIAN OPEN PLANTER SURFACE LOAD PEDFSTRMN FRAME & COVER 10.JO " NIA FRAME & COVER 024 " WETLANDMEDIA VOLUME SME (CY) 2 EA 024 " TBD ORIRCF .S12'F (D 4. INCHES) 119 o FSD PRELIMINARY NOT FOR CONSTRUCTION. n SITE CURBING WETLANDMEDIIA DRAIN BED L?OWN L IN PLAN VIEW VEGETATION INSTALLATION NOTES PLANT 1. CONTRACTOR TP PROVIDE ALL LABOR Ei2UJPVENr MATERIALS AND ESTABLISHh1ENT CIL s� r Si 1 INCIDENTALS REQUIRED TO OffZOAD AND INSTALL THE SYSTEM AND.T8 MMEDIA� t CURB OPENING MANHOLE a 5'-0" LEFT END VIEW MANHOLE APPUI?TENANCE IN ACCORDANCE WITH THIS U'RAWING AND THE TCCU� AFFl4rrJ�IG TC MANUFACTURERS SPECIFICATIONS UNLESS OTHERWISE STATED IN MANUFACTUPERS CONTRACT. FLOW CONTROL i 2: UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER RISER a , RECOMMENDS A MINIMUM 8" LEVEL ROCK BASE UNLESS SPECIFIED BY CPS SCREEN THE PROJECT ENGINEER. CONTRACFOR 15 RESPONSIBLE FO VERIFY PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS. ". J. ALL PIPES MUST BE fIUSH WITH INSIDE SURFACE OF CONCRETE. 4 T.7 F ---_-= - _ (PIPES CANNOT INTRUDE BEYOND FLUSH), INVERT OF OUTFLOW PIPE IE PUT MUST BE FLUSH YY1TT-1 DISCHARGE CHAMBER ELOCIR. ALL GAPS AROUND PIPES SHALL BE SEALED WATER 77GHT WITH A NON -SHRINK 13'_0 6" GROUT PER MANUFACTURERS STANDARD CON ECDON DETAIL AND SHALL 14'-0" t MEET OR EXCEED REGIONAL PIPE CONNECTION STANDARDS 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING ELEVATION VIEW RIGHT END VIEW PIPES. 5 CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, MANHOLES, AND HATCHES. CONTRACTOR TO GROUT ALL MANHOLES AND HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE TPEA TMENT FLOW (CFS) O. I35 6. DRIP OR SPRAY IRRIGATION REQUIRED ON ALL UNITS WITH VEGETATION 7. CONTRACTOR RESPONSIBLE FOR CONTACTING MODULAR WETLANDS FOR OPERATING HEAD (FT) 3.2 ACTIVA77ON OF UNIT MANUFACTURES WARRANTY IS VOID WITH OUT PRETREATMENT LOADING DATE (GPMISF) 1,2 PROPER ACTIVATION BY A MODULAR WETLANDS REPRESENTATIVE GENERAL NOTES WETLAND MEDIA LOADING RAFE (OPMISF) f.O f. MANUFACTURER r0 PROVIDE ALL MATERMLS UNLESS OTHERWISE NOTED. ' e L d PROPRIETARY AND CONFIDENTIAL: MV 4'S -L"4'°1 34'_O"r.0 2. ALL DIMENSIONS, ELEVATIONS, SPECIFICArIDNS AND CAPACITIES ARE .SUBJECT TO I� BJ rr + CYAMMU 64PMWM C W ME STORM WA TER BI0FI L TRA TION S YS TEM CHANCE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT' DIMENSIONS WEIGHTS r5 PMV b,r dE MTM j9r Ot W PRLPERD OF uMEV WnANZ SrSMAC. AN N AND ACCESSORIES" PLEASE CONTACT MANUFACTURER, ?$?,,�� a a,MM a T` ', .°' � r ` PANT A * F'DETAIL } onzc a,�m" p0 we PERJ4+d5 " OF igavR Wt7LrL s SYS S t5 19PdaP�d�'Tv A Fai tn. Compa11j1 NOTESPRELIMINARY ,NOT FOR CONSTRUCTION INSTALLATION NOTES VERTICAL UNDERDRAIN MANIFOLD CWEILANDMED,rA PATENTED PERIMETER BED VOID AREA a IT SITE SPECIFIC DATA PROJECT NUMBER 8180 }.r PROJECT NAME COSFCO FUELING STATION PROJECT LOCATION FUS FIN, CA STRUCTURE ID ---- VOLUME BASED (CF) TREATMENT RErOUIRED .e m .: .. �. •'.:, fir.. -s--., r.-..�-]._'. - �. .= VOLUME BASED (Cr) FLOW BASED (CFS) ---- 0.775 rREATMENT HGL AVAILABLE (FT) PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE 3.8 PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE I.E 10.1 PIPE DATA 4E MATERIAL 83, 4J DIAMETER INLET PIPE" 1 85.72 PVC NIA 12' INLET PIPE 2 NIA NIA 79.9,E NIA OUTLET PIPE 81.92 PVC PRETREATMENT 12" PRETREATMENF 8) OFIL TPA TION 89.55 DISCHARGE RIM ELEVATION 88.0 88.0 PZDESFRIAIv 88.0 SURFACE LOAD PEDESTRIAN OPEN PLANTER o3O" PEDESFRAN FRAME & COVER 3 EA 030" NIA 2 EA 024 " WETLANOME-OM VOLUME (CY) ORIFICE SIDE (DIA. INCHES) 119 o ORIFICE SIZE (DIA. INCHES) NOTES, PRELIMINARY NOT FOR CONS'TRUCRON.. 2.73 NOTESPRELIMINARY ,NOT FOR CONSTRUCTION INSTALLATION NOTES VERTICAL UNDERDRAIN MANIFOLD CWEILANDMED,rA PATENTED PERIMETER BED VOID AREA rfillIl fl 11 t #1� FA ��%�/�,r►r�Ie,�+'I!/I.f/.////rl.�.��Ir'.�►/�!//�.1/./I.//�/•�.�1,.+rr��./..•,r�.r�/.+/%'/�/.��I:-�i�r�,// :I��I���II rr 88.0 1. CONTRAC'TOR TO PROVIDE ALL LABOR, EQUIPMENT; MATERIALS AND RIMfFG INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND APPURFENANCES IN ACCORDANCE WITH THIS DRAWING AND rHE MANUFACTURERS SPECIFICAPON5 UNLESS OTHERWISE STATED IN MANUFACTURERS CONTRACT 2.. UNIT MUST BE INSTALLED ON LEM BASE MANUFACTURER RECOMMENDS A MINIMUM 5' LFVFL RUCK 84SF UNLESS SPECIFIED BY TW PROJECT ENGINEER_ CONTRACTOR 13 RESPONSIBLE TO VFRIFY PROJECT FNCGINFERS RECOMMENDED RASE SPECIFICATIONS. J. ALL PIPES ,MUST BF FLUSH WIFH INSIDE SURFACE OF CUNCRFTF. (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFIOW PIPE MUST RE FLUSH WITH DISCHARGE CHAMBER FLOOR ACL CAPS � AROUND PIPES SHALL RF .'SFALF0 WATER TIGHT WITH A NON -SHRINK GROUT PER MANUfACTURER.S STANDARD CO1VNFCFf0N DETAIL AND 81,9 SHALL MELT OR EXCEED REGIONAL PIPE CONNECTIDU STANDARDSIE OUT 4. CONTRACTOR TO SUPPLY AND INSTALL ALL rXTFRNAL CONNECTING PIPFS. 6' 5. C'ONTRAC'TOR RESPONSIBLE FOR INSFALLA TION OF ALL RISERS MANHOLES AND HATCHES CONTRACTOR TO GROUT ALL MANHIOLFS AND HATCHFS TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTWRWISF 6. DRIP OR SPRAY IRRIGATION RFQ IRE[ ON ALL LIN17- WITH VFOETATION 7 CONTRACTOR RESPONSIBLE FOR CONTACTING` MODULAR WETLANDS FOR ACTIVATION OF UNIT MANUFACTURES WARRANTY 15 VOID WITH OUT PROPER ACTIVATION BY A MODULAR WETLANDS REPRESENTATIVE GENERAL NOTES f. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS AND ACCESSORIES PLEASE CONTACT MANUFACTURER, TC' CURB OPENING ------- - - - - - - i PEAK PGL I -FLOW RISER 4 , CONTROL------------ - - - - - Q 24'-0" 25'-0 EiLEVA TION VIEW INTERNAL BYPASS DISCLOSURE: THE DESIGN AND CAPACITY OF THE PEAK CONVEYANCE METHOD TO HE REWEWED AND APPROVED BY THE FNCINEER OF RECORD. HCt(S) AT PEAK FLOW SHALL BE ASSESSED TO ENSURE NO UPSTREAM FLOODING. PEAK HC'L AND BYPASS CAPACITY SHOWN ON DRAWING ARE USED FOR CUIDANCE ONLY. PRIIPRIEFARY AND CONODENTML: '�• r.a aui Jam\ w Truancy COYTA7 o w yrs amm z Fw saif , res rana�eridry ar av a� sae iauar a� AMYRdY Cr A 1[HW Of7LA0.7 SFSTENS ANY +...a*.►'lil rr�r �st�lrnc zs aArtxrs r.+�s•a�z zrzc�x RfPRf�UC7�l7W Thr PART OR AS k k�1172,E Fd9Tid�IT TNF IhRlTIEN i r, sNj7& 5'j0"r* , VAV FW'Ve r FMYDZY ae PERxeSS N {)F a t7U AR WP 7(At`R5 SYSifr S s FRQfig7So. ai,�R r,�rs r4 Fa ra Cam MANHOLE � .;1 VEGETATION CURB PLANT ESTABLISHMENT OPENING, MEDIA, MANHOLE - I 85.72 IE IN I RIGHT END VIEW TREATMENT FLOW (CFS) 0. 77.` OPERA TING HEAD (FT) PRETREATMENT LOADING RATE (OPRISF) f WETLAND MEDIA LOADING DATE (GPM/SF) 1.0 - MWS -L -8 -24 -6r -O" M S-L-8-24-6rOrr- HC STORMWATER B10F}L TRA TION S Y.STEM STANDARD DETAIL SITE SPECIFIC DATA a IT I PROJECT NAME COSFCO FUELING STATION }.r FUS FIN, CA STRUCTURE ID ---- e VOLUME BASED (CF) �� r .e m .: .. �. •'.:, fir.. -s--., r.-..�-]._'. - �. .= .' ._... i _ _.... rfillIl fl 11 t #1� FA ��%�/�,r►r�Ie,�+'I!/I.f/.////rl.�.��Ir'.�►/�!//�.1/./I.//�/•�.�1,.+rr��./..•,r�.r�/.+/%'/�/.��I:-�i�r�,// :I��I���II rr 88.0 1. CONTRAC'TOR TO PROVIDE ALL LABOR, EQUIPMENT; MATERIALS AND RIMfFG INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND APPURFENANCES IN ACCORDANCE WITH THIS DRAWING AND rHE MANUFACTURERS SPECIFICAPON5 UNLESS OTHERWISE STATED IN MANUFACTURERS CONTRACT 2.. UNIT MUST BE INSTALLED ON LEM BASE MANUFACTURER RECOMMENDS A MINIMUM 5' LFVFL RUCK 84SF UNLESS SPECIFIED BY TW PROJECT ENGINEER_ CONTRACTOR 13 RESPONSIBLE TO VFRIFY PROJECT FNCGINFERS RECOMMENDED RASE SPECIFICATIONS. J. ALL PIPES ,MUST BF FLUSH WIFH INSIDE SURFACE OF CUNCRFTF. (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFIOW PIPE MUST RE FLUSH WITH DISCHARGE CHAMBER FLOOR ACL CAPS � AROUND PIPES SHALL RF .'SFALF0 WATER TIGHT WITH A NON -SHRINK GROUT PER MANUfACTURER.S STANDARD CO1VNFCFf0N DETAIL AND 81,9 SHALL MELT OR EXCEED REGIONAL PIPE CONNECTIDU STANDARDSIE OUT 4. CONTRACTOR TO SUPPLY AND INSTALL ALL rXTFRNAL CONNECTING PIPFS. 6' 5. C'ONTRAC'TOR RESPONSIBLE FOR INSFALLA TION OF ALL RISERS MANHOLES AND HATCHES CONTRACTOR TO GROUT ALL MANHIOLFS AND HATCHFS TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTWRWISF 6. DRIP OR SPRAY IRRIGATION RFQ IRE[ ON ALL LIN17- WITH VFOETATION 7 CONTRACTOR RESPONSIBLE FOR CONTACTING` MODULAR WETLANDS FOR ACTIVATION OF UNIT MANUFACTURES WARRANTY 15 VOID WITH OUT PROPER ACTIVATION BY A MODULAR WETLANDS REPRESENTATIVE GENERAL NOTES f. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS AND ACCESSORIES PLEASE CONTACT MANUFACTURER, TC' CURB OPENING ------- - - - - - - i PEAK PGL I -FLOW RISER 4 , CONTROL------------ - - - - - Q 24'-0" 25'-0 EiLEVA TION VIEW INTERNAL BYPASS DISCLOSURE: THE DESIGN AND CAPACITY OF THE PEAK CONVEYANCE METHOD TO HE REWEWED AND APPROVED BY THE FNCINEER OF RECORD. HCt(S) AT PEAK FLOW SHALL BE ASSESSED TO ENSURE NO UPSTREAM FLOODING. PEAK HC'L AND BYPASS CAPACITY SHOWN ON DRAWING ARE USED FOR CUIDANCE ONLY. PRIIPRIEFARY AND CONODENTML: '�• r.a aui Jam\ w Truancy COYTA7 o w yrs amm z Fw saif , res rana�eridry ar av a� sae iauar a� AMYRdY Cr A 1[HW Of7LA0.7 SFSTENS ANY +...a*.►'lil rr�r �st�lrnc zs aArtxrs r.+�s•a�z zrzc�x RfPRf�UC7�l7W Thr PART OR AS k k�1172,E Fd9Tid�IT TNF IhRlTIEN i r, sNj7& 5'j0"r* , VAV FW'Ve r FMYDZY ae PERxeSS N {)F a t7U AR WP 7(At`R5 SYSifr S s FRQfig7So. ai,�R r,�rs r4 Fa ra Cam MANHOLE � .;1 VEGETATION CURB PLANT ESTABLISHMENT OPENING, MEDIA, MANHOLE - I 85.72 IE IN I RIGHT END VIEW TREATMENT FLOW (CFS) 0. 77.` OPERA TING HEAD (FT) PRETREATMENT LOADING RATE (OPRISF) f WETLAND MEDIA LOADING DATE (GPM/SF) 1.0 - MWS -L -8 -24 -6r -O" M S-L-8-24-6rOrr- HC STORMWATER B10F}L TRA TION S Y.STEM STANDARD DETAIL SITE SPECIFIC DATA PROJECT NUMBER 8180 PROJECT NAME COSFCO FUELING STATION PROJECT LOCARON FUS FIN, CA STRUCTURE ID ---- TREATMENT REQUIRED VOLUME BASED (CF) FLOW BASED (CFS) ---- 0.597 rREATMENr HGL AVAILABLE (FT) 3.5 PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE 79 PIPE DATA I.E MATERIAL DIAMETER &LET PIPE 1 83, 4J PVC 12" INLET PIPE 2 NIA NIA NIA OUTLET PIPE 79.9,E PVC 12„ PRETREATMENT BIOFILTRATION DISCHARGE RIM ELEVATION 89.55 89.55 89.55 SURFACE LOAD PZDESFRIAIv OPEN PLANTER PEDESTRIAN FRAME & COVER o3O" NIA m311 " WETLANDME044 VOLUME (CY) 25-51 ORIFICE SIDE (DIA. INCHES) 2.45 NOTES, PRELIMINARY NOT FOR CONS'TRUCRON.. VERTICAL UNDERORAIN C/4 WETLANDMEDIA MANIFOLD BED PA TENTED 7. =13- # ,fit PERIMETER VOID AREA ❑', I ❑ --❑ 10Li❑ ❑ I ; i' El ❑ ❑❑ ❑❑ ❑[Li ci ^i Li OUTLET PIKE DAAhV DOWN LINE PRE -FILTER 1 _3�INLET PIPE SEE NOTES C4RTRILICE SEE NOTES RfMlFG INSTALLATION NOTES I. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE MANUFACTURERS SPECIFICATIONS, UNLESS OTHERWISE STATED IN - MANUFACTURERS CONTRACT 2: UNIT MUST BE INSTALLED ON LEVEL BASE MANUFACTURER RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BY THE PROJECT ENGINEER, CONTRACTOR IS RESPONSIBLE TO VERIFY PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS, J. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE. (PIPE'S CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL GAPS AROUND PIPES SiMLL BE SEALED' WATER FIGHT WITH A NOI-SHRINK 79.93 7 GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND IE OUT SHALL MEfT OR EXCEED REGIONAL PIPE CONNECTION STANDARDS. 4. CONTRACTOR TO SUPPLY ANO INSTALL ALL EXTERNAL CONNECTING .PIPES. 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS. MANHOLES AND HATCHES CONTRACTOR TO GROUT ALL MANHOLES AND HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE 6. DRIP OR SPRAY IRRIGATION REQUIRED ON ALL UNITS WITH VEGETATION 7. CONTRACTOR RESPONSIBLE FOR CONTACTING MODULAR WEUNDS FOR ACTIVATION OF UNIT. MANUFACTURES WARRANTY IS VOID WITH OUT PROBER ACTIVATION BY A MODULAR WETLANDS REPRESENTATIVE GENERAL NOTES f. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS, ELEVATIONS SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS AND ACCESSORIES PLEASE CONTACT MANUFACTURER, F:lEUMPY1 ' CIL IE IN 21'-0" ELEVATION VIEW INTERNAL BYPASS DISCLOSURE: THE DESIGN AND CAPACITY OF THE PEAK CONVEYANCE METHOD rO BE REVIEWED AND APPROVED BY THE ENGINEER OF RECORD. HGL(S) AT PEAK FLOW SHALL BE ASSESSED TO ENSURE NO UPSTREAM FLOODING. PEAK HGL AND BYPASS CAPACITY SHOWN ON DRAWING ARE USED FOR GUIDANCE ONLY Underground Serve s A60 of Southern California Call: TOLL FREE 811 TWO WORKING DAYS BEFORE YOU DIG PREPARED BY: ■��1II QRpF MANHOLE MANHOLE 5" MIN. BASE: LEFT END VIEW VEGETATION PLANT FSTABLISHMENT MFOYA FUSLL) E � N0. 60066 m I1... EXP. 09/30/20 rn E N G I N E E R I N G 16795 Von Korman, Suite 100 Irvine, California 92606 FT cIVF\� `P tel 949.474.1960 0 fax 949.474.5315 qTf www.fuscoe.com OF CA01p�� MARK NERO RCE NO.80066 EXP. 09/30/20 ey W 0 W ui N N a N C 0 0 CD T 0 IL IL N r_ m 0 I CD CD0 0 0 m 0 I r z 0 Q cl Q / CD / COSTCO GAS STATION PRECISE GRADING PLAN MODULAR WETLAND DETAILS cn z g TRACT NO.: TRACT NO. 14610 Ln STREET ADDRESS: 2655.5 EL CAM I NO REAL Ln CITY I.D. NO.: H CITY PERMIT NO.: G2019-00003 w SHEET 14 OF 1 700 r� EROSION CONTROL NOTES NOTE POLLUTION PREVENTION NOTES IN CASE OF EMERGENCY CALL TBD AT :I (24 HR. PHONE NO.) (RESPONSIBLE PERSON) THE UNDERSIGNED CIVIL ENGINEER WILL REVIEW EROSION CONTROL WORK. MARK NERO, P.E. (PRINT NAME) (SIGNATURE) (DATE) A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS EMINENT DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE COMMUNITY DEVELOPMENT DEPARTMENT, BUILDING DIVISION. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE—DAY RAIN PROBABILITY FORECAST EXCEEDS 40 PERCENT. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS AND DESILTING BASINS. ANY GRADED SLOPE SURFACE PROTECTION MEASURES DAMAGED DURING A RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED. THE FACES OF CUT AND FILL SLOPES SHALL BE PREPARED AND MAINTAINED TO CONTROL AGAINST EROSION. EROSION PROTECTION SHALL CONSIST OF EFFECTIVE PLANTING OF ALL SLOPES IN EXCESS OF FIVE (5) FEET HIGH UNLESS OTHERWISE APPROVED BY THE COMMUNITY DEVELOPMENT DEPARTMENT, BUILDING DIVISION. SLOPES EXCEEDING FIFTEEN (15) FEET HIGH MAY REQUIRE AN ADEQUATE SPRINKLER SYSTEM, AS DETERMINED BY THE COMMUNITY DEVELOPMENT DEPARTMENT, BUILDING DIVISION. THE SLOPE PROTECTION SHALL BE INSTALLED AS SOON AS PRACTICABLE AND PRIOR TO CALLING FOR FINAL INSPECTION. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE SLOPE AT THE CONCLUSION OF EACH WORKING DAY. A GUARD SHALL BE POSTED ON THE SITE WHENEVER THE DEPTH OF WATER IN ANY DEVICE EXCEEDS TWO FEET. PLACEMENT OF DEVICES TO REDUCE EROSION DAMAGE WITHIN THE TRACT MUST BE SHOWN ON THE PLAN. GRADING PERMITS WILL NOT BE ISSUED WITHOUT AN APPROVED EROSION CONTROL PLAN. EROSION CONTROL SHALL BE IMPLEMENTED DURING THE RAINY SEASON (OCTOBER 1 THROUGH APRIL 15), OR ANY TIME RAIN IS IMMINENT. IT IS THE CONTRACTOR/SUPERVISOR/QUALIFIED SWPPP PRACTITIONER (QSP'S) RESPONSIBILITY TO KEEP THIS SWPPP MAP / EROSION CONTROL PLAN CURRENT. BMPS SHOULD BE ADDED, MOVED OR REMOVED BASED ON SITE CONDITIONS. HAND—MARKED ALTERATIONS WITH INITIALS AND DATE ARE AN ACCEPTABLE FORM OF ALTERATION. THE CONTRACTOR MAY BE ASKED AT ANY TIME TO PRODUCE THIS SWPPP MAP / EROSION CONTROL PLAN. FAILURE TO KEEP THIS PLAN CURRENT COULD RESULT IN A NOTICE OF VIOLATION AND/OR FINE. STABILIZED CONSTRUCTION ENTRANCE, MATERIAL DELIVERY AND STORAGE AREA, WASTE COLLECTING AREA, AND EQUIPMENT AREA SHALL BE DESIGNATED BY SITE SUPERVISOR OR QSP AND INCLUDED ON THE SWPPP / EROSION CONTROL PLAN. AS SITE CONDITIONS CHANGE, THE SWPPP / EROSION CONTROL PLAN SHALL BE UPDATED TO REFLECT CURRENT CONDITIONS. REVISIONS SHALL BE INITIALED AND DATED. PARKING LOT SHALL NOT BE BLOCKED OFF FOR CONSTRUCTION AND TRENCHING OF THE PROPOSED WATER & GAS LINES. ALL CONSTRUCTION AND TRENCHING FOR WATER & GAS LINES SHALL BE DONE DURING CLOSING HOURS. CONTRACTOR SHALL MAINTAIN PROPER TEMPORARY 1/2" THICK STEEL PLATES OR OTHER ACCEPTABLE COVERAGE OVER TRENCHES DURING OPEN HOURS. IN ORDER TO MEET THE REQUIREMENTS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PROGRAM FOR CONSTRUCTION, CONSTRUCTION CONTRACTORS SHALL INSTALL AND MAINTAIN APPROPRIATE BEST MANAGEMENT PRACTICES (BMPS), AS SHOWN IN THE EROSION AND SEDIMENT CONTROL PLAN, ON ALL CONSTRUCTION PROJECTS. BMPS SHALL BE INSTALLED IN ACCORDANCE WITH INDUSTRY RECOMMENDED STANDARDS, AND/OR IN ACCORDANCE WITH ANY GENERAL CONSTRUCTION PERMIT ISSUED BY THE STATE FOR THE PROJECT TO PREVENT ANY DISCHARGES FROM THE PROJECT SITE OR INTO ANY STORM DRAIN FACILITIES. ALL SEDIMENTS, CONSTRUCTION MATERIALS, DEBRIS AND WASTES, AND OTHER POLLUTANTS MUST BE RETAINED ON SITE AND MAY NOT BE TRANSPORTED FROM THE SITE VIA SHEET FLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE COURSES, WIND, OR VEHICLE TRACKING. UNDER DIRECTION OF THE ENGINEER OF RECORD, EROSION AND/OR SEDIMENT CONTROL DEVICES 50' 0' 25' 50' SCALE: 1 " = 50' Underground Serve s A60 of Southern California Call: TOLL FREE TWO WORKING DAYS BEFORE YOU DIG PREPARED BY: GRAVELBAGS: 1. GENERAL: GRAVEL BAG SHALL INCLUDE PROVIDING ALL LABOR, MATERIALS, AND EQUIPMENT TO FABRICATE AND INSTALL GRAVEL BAGS AS REQUIRED TO FACILITATE THE CONTROL OF EROSION. 2. LOCATION: GRAVEL BAGS SHALL BE PLACED PER PLAN, AND IN LOCATIONS SPECIFIED BY THE CITY, AND IN LOCATIONS DEEMED NECESSARY BY THE CONTRACTOR. 3. FABRICATION: GRAVEL BAGS SHALL BE FABRICATED USING FACTORY SEWN OR SEALED BAGS OF WOVEN POLYPROPYLENE, TREATED TO RESIST DEGRADATION BY ULTRAVIOLET LIGHT AND HAVING SUFFICIENT RESISTANCE TO TEARING TO ALLOW RELOCATION OF BAGS WITHIN SIX MONTHS OF INITIAL PLACEMENT WITH A LOSS OF NOT MORE THAN FIVE PERCENT OF THE BAGS. THE BAGS SHALL BE FILLED WITH SUBROUNDED TO ROUNDED GRAVEL LESS THAN 3/4—INCH IN DIAMETER, WITH LESS THAN FIVE PERCENT OF MATERIAL PASSING A NO. 30 SIEVE. THE FILLED BAGS SHALL HAVE THE OPEN ENDS SECURELY FASTENED PRIOR TO DELIVERY TO THE SITE. 4. INSTALLATION: GRAVEL BAGS SHALL BE INSTALLED IN A SIDE BY SIDE MANNER TO ENTRAP SILT AND MUD, AND TO DIVERT THE FLOW OF WATER. NOTWITHSTANDING THE OTHER REQUIREMENTS OF THIS SPECIFICATION, FAILURE OF THE BAGS TO PERFORM THIS FUNCTION SHALL BE REASON TO REJECT THEIR INSTALLATION. GRAVEL BAGS SHALL BE INSTALLED WITH THE WIDEST FACE AGAINST THE GROUND SURFACE OR THE UNDERLYING COURSE OF BAGS, AND PRESSED IN PLACE TO CONFORM TO THE UNDERLYING SURFACE. THE BAGS SHALL BE PLACED WITH THE TIED ENDS IN THE "UPHILL" OR "UPSTREAM" DIRECTION, BEGINNING AT THE LOWEST OR MOST DOWNSTREAM BAG, TIED ENDS WILL BE TUCKED UNDER BAG. SUBSEQUENT BAGS WITHIN ONE COURSE OF BAGS SHALL BE PLACED SO AS TO REST UPON THE TIED END OF THE PREVIOUSLY PLACED BAG, WITH NOT LESS THAN 10 PERCENT OF THE BAG IN CONTACT WITH THE PREVIOUS BAG, AND NOT MORE THAN 20 PERCENT IN CONTACT. SUBSEQUENT COURSES OF BAGS SHALL BE PLACED AS DESCRIBED PREVIOUSLY, WITH THE MID—POINT OF THE BAGS STRADDLING THE JOINTS OF BAGS IN THE UNDERLYING ROW. CONSTRUCTION OF A GRAVEL BAG BERM PERPENDICULAR TO THE DIRECTION OF FLOW SHALL INCORPORATE BAGS PLACED IN A "PYRAMID" NS -9 CONFIGURATION, WITH ALL INDIVIDUAL BAGS ORIENTED PERPENDICULAR TO THE DIRECTION OF FLOW. THE BERM SHALL BE CONSTRUCTED WITH A SPECIFIED NUMBER OF ROWS AT THE BOTTOM (IN CONTACT WITH THE GROUND), WITH SUCCESSIVELY FEWER ROWS IN EACH OVERLYING COURSE. THE UPSTREAM AND DOWNSTREAM FACES OF THE BERM SHALL BE NO STEEPER THAN 1 1/2 FEET HORIZONTAL TO 1 VERTICAL. DAMAGE WHICH COULD FORESEEABLY BE PREVENTED BY PROPER GRAVEL BAG INSTALLATION SHALL BE THE CONTRACTOR'S RESPONSIBILITY. EROSION CONTROL CONSTRUCTION NOTES O1 INSTALL GRAVELBAGS, 2 BAGS HIGH PER DETAIL ON SHEET 16 O2 INSTALL GRAVEL BAG CHECK DAM PER DETAIL 2 ON SHEET 16 (SE -4) O3 INSTALL ROAD STABILIZATION CONSTRUCTION ENTRANCE (TC -1) O4 INSTALL CONSTRUCTION FENCE (SE -1) LIST OF BMP'S (REFER TO CASQA BMP HANDBOOK FOR COMPLETE DESCRIPTION NS -8 VEHICLE CLEANING NS -9 VEHICLE FUELING NS -10 VEHICLE MAINTENANCE SE -7 STREET SWEEPING AND VACUUMING WE -1 WIND EROSION WM-1 MATERIAL DELIVERY AND STORAGE WM-3 STOCKPILE MANAGEMENT WM-8 CONCRETE WASTE MANAGEMENT WM-9 SANITARY/SEPTIC WASTE MANAGEMENT LEGEND CJ�3O GRAVELBAGS X PERIMETER FENCE/WIND SCREEN (SE -1) STAGING AND STORAGE AREA • MATERIAL DELIVERY & STORAGE (WM-1) • STOCKPILE MANAGEMENT (WM-3) • EQUIPMENT STAGING (NS -8, NS -9, NS -10) • CONCRETE WASHOUT (WM-8) • PORTABLE TOILETS (WM-9) STREET SWEEPING AND VACUUMING ■oll QRur 10\ K NF _-Ealfflke FUSCOE N0. 80066 II1l EXP. 09/30/20 E N G I N E E R I N G 16795 Von Korman, Suite 100 Irvine, California 92606 tel 949.474.1960 0 fax 949.474.5315 sTgTf OF iVI CA��FO�e www.fuscoe.com MARK NERO RCE NO.80066 EXP. 09/30/20 COSTCO GAS STATION PRECISE GRADING PLAN EROSION CONTROL PLAN Im TRACT NO.: TRACT NO. 14610 A STREET ADDRESS: 2655.5 EL CAM I NO REAL CITY I.D. NO.: CITY PERMIT NO.: G2019-00003 SHEET 15 OF 17 ey LU O U_ LU N 01- r- 0 Tr— O CN C'7 O \ O r— N N 0 N 0 cD 0 CD T N 0 O n n r` m 0 I 0 CD 0 U w u7 in CD Ln 0 I u7 r i z 0 Q Q CD i IL CD IL CD z 0 Q o- CD 1-1 Z i 0 r - i cn U w 0 IL i LINE TABLE N0. BEARING LENGTH L1 N30°30'56"E 122.65' L2 N49° 19'57"W 5.65' L3 N40°40'03"E 98.42' L4 N49° 19'57"W 271.59' L5 N40°40'03"E 18.85' L6 N49° 19'57"W 14.79' L7 N40°40'03"E 162.81' L8 N 19° 19'57"W 16.17' L9 N40°40'03"E 9.38' L10 N49° 19'57"W 11.50' L11 j N40°40'03"E j 26.80' tiKYAN AVt- PROJECT PLL LS 5411 BA' 1]S, -OF BEARINGS B SHOWN HEREON ARE BASED ON TH�}�S CENTERLINE OF TUSTIN RANCH ROAD BEING N40°39'23" AS SHOWN ON TRACT NO 14610, BOOK 688, PAGE(S) 45 THROUGH 48 INCLUSIVE OF MISCELLANEOUS MAPS, w RECORDS OF ORANGE COUNTY. o I z U c�3 ECT PIL I U c Q [] __j z JL34J of O O } LU 2 I i. LS 4965 LS 4131 DN 0.15 DN 0.2 PROJECT PL w EA CANIZ10- R€AL - r BOUNDARY MONUMENT DETAIL SCALE: 1"=150' I'j" LINE TABLE N0. BEARING LENGTH L12 N40°40'03"E 73.28' L13 C5 12.63' L14 N40°40'03"E 56.07' L15 N49° 19'57"W 8.33' L16 N49° 19'57"W 1-1 L17 N49° 19'57"W 71J L18 N40°40'03"E f K L19 N49° 19'57"W 1.25' L20 N19°25'46"W 8.89' L21 LINE TABLE N0. BEARING LENGTH L12 N40°40'03"E 73.28' L13 N25°54'55"E 12.63' L14 N40°40'03"E 56.07' L15 N49° 19'57"W 8.33' L16 N49° 19'57"W 146.65' L17 N49° 19'57"W 188.00' L18 N40°40'03"E 2.08' L19 N49° 19'57"W 1.25' L20 N19°25'46"W 8.89' L21 N49° 19'57"W 16.72' L22 N40°40'03"E j 15.05' LINE TABLE N0. BEARING LENGTH L23 N49° 19'57"W 6.72' L24 N40°40'03"E 15.05' L25 N40°40'03"E 14.70' L26 N49° 19'57"W 2.45' L27 N17°52'20"E 30.05' L28 N49° 19'57"W 5.10' L29 N40°40'03"E 17.00' L30 N49° 19'57"W 9.00' L31 N49°21 '44"W 9.72' L33 N40°40'03"E 14.59' �. N40°40'03"E 15.00' I LINE LINE TABLE N0. BEARING LENGTH L46 N49°18'49"W 2.82' L47 N40°40'03"E 14.78' L48 N49° 19'57"W 8.99' L49 N40°40'03"E 14.76' 47.12' C4 ' 3.00' .: .. . .. N49° 19'57"W N49 -19'57"W. L53 N40°04'52"E '0 -• L54 N40°40'03"E N49 -19'57"W; .. „ ,0,0 �. N40°40'03"E 15.00' C9 I LINE LINE TABLE N0. BEARING LENGTH L46 N49°18'49"W 2.82' L47 N40°40'03"E 14.78' L48 N49° 19'57"W 8.99' L49 N40°40'03"E 14.76' 47.12' C4 ' 3.00' 4.71' C5 L52 N49° 19'57"W 2.29' L53 N40°04'52"E 13.26' L54 N40°40'03"E 20.00' L55 N49°19'57"W 2.81' L56 N40°40'03"E 15.00' m U Curve Table N0. DELTA RADIUS LENGTH C1 100°09'06" 10.00' 17.48' C2 90°00'00" 20.00' 31.42' C3 90°00'00" 30.00' 47.12' C4 90°00'00" 3.00' 4.71' C5 60°00'00" 5.00' 5.24' C6 90°00'00" 5.00' 7.85' C7 90°00'00" 5.00' 7.85' C8 75° 14'52" 10.00' 13.13' C9 14°45'08" 10.00' 2.57' C10 90°00'00" 5.00' 7.85' C11 90°00'00" 5.00' 7.85' L28 n Curve Table N0. DELTA RADIUS LENGTH C12 180°00'00" 2.50' 7.85' C13 90°00'00" 8.00' 12.57' C14 90°00'00" 8.00' 12.57' C15 29° 54' 1 1 " 15.00' 7.83' C 1 6 29° 54' 1 1" 50.00' 26.10' C17 90°00'00" 5.00' 7.85' C18 90°00'00" 5.00' 7.85' C19 90°00'00" 3.00' 4.71' C20 67° 12'17" 5.00' 5.86' C21 112°47'43" 5.00' 9.84' C22 90°00'00" 3.00' 4.71' __ _ -INN rl � N44°55'34 'W 86.33 Curve Table Curve Table N0. DELTA RADIUS LENGTH C34 89°24'49" 3.00' 4.68' C35 90°00'00" 3.00' 4.71' C36 90°00'00" 3.00' 4.71' C37 90°00'00" 3.00' 4.71' C38 90°00'00" 3.00' 4.71' C39 90°00'00" 3.00' 4.71' C40 79°24'30" 3.00' 4.16' C41 100°35'30" 3.00' 5.27' C42 90°00'00" 3.00' 4.71' C43 90°00'00" 3.00' 4.71' C44 90°00'00" 3.00' 4.71' Curve Table N0. DELTA RADIUS LENGTH C34 89°24'49" 3.00' 4.68' C35 90°00'00" 3.00' 4.71' C36 90°00'00" 3.00' 4.71' C37 90°00'00" 3.00' 4.71' C38 90°00'00" 3.00' 4.71' C39 90°00'00" 3.00' 4.71' C40 79°24'30" 3.00' 4.16' C41 100°35'30" 3.00' 5.27' C42 90°00'00" 3.00' 4.71' C43 90°00'00" 3.00' 4.71' C44 90°00'00" 3.00' 4.71' Curve Table N0. DELTA RADIUS LENGTH C45 90°00'00" 3.00' 4.71' C46 90°00'00" 3.00' 4.71' C47 90°00'00" 3.00' 4.71' C48 90°00'00" 3.00' 4.71' C49 90°00'00" 3.00' 4.71' C50 79°24'30" 3.00' 4.16' C51 100°35'30" 3.00' 5.27' C52 90°00'00" 3.00' 4.71' C53 90°00'00" 3.00' 4.71' C54 90°00'00" 3.00' 4.71' C55 90°00'00" 3.00' 4.71' Curve Table N0. DELTA RADIUS LENGTH C56 90°00'00" 3.00' 4.71' C57 90°00'00" 3.00' 4.71' C58 90°00'00" 3.00' 4.71' C59 90°00'00" 3.00' 4.71' C60 90°00'00" 3.00' 4.71' C61 77°39'58" 1.00' 1.36' C62 90°00'00" 1.00' 1.57' C63 90°00'00" 3.00' 4.71' C64 87'50'17" 1 5.00' 1 7.67' I II I II I II I I II I II -� II I II I I II I II I II � II I I II I x II I II I II I II I II I II I I II Ln II I W II o ro II I o II I I z II I I II I II qb L23 0 I II 28.6' I II II II L21 I II I II v� L10 II II _j _ II J II II c� I II II II 17. II � II 4- 6' II II 5' 30.04' I II �� II � II 87' 1 1 �� 104.63' I 108' 18.33' 47.54' 17.9' II °' o CD ♦ C�7 L1 C,, II II II CD 25.82' 82.24' 48.25' A 0 II ------------- --�---- o O ® II II ® 0 II � --------------- ------------ -------- - ----- p II Ln `r=E0 O♦ `n o � C4 ^II m o p 5.53' II I o II o n II 6 6� 9'21 "E 4. 39"W 312. "' --. ---------- ®------ Ln -EL CAMfNO REAL = _ _ - _ - - - - - - - _ - _ - - 0 F � Q SEE BOUNDARY MONUMENT DETAIL HEREON PREPARED BY: COSTCO GAS STATION PRECISE GRADING PLAN o a mi I ROFESS/o oE rOG Underground = 11I ����� K. "F` F HORIZONTAL CONTROL PLAN10 z P �ti g SereoQ@ @�� - FUSCOE °IL �Q of Southern California II11„ W N0. 80066 m TRACT NO .: TRACT N0. 146101-1 Call: TOLL FREE E N G I N E E R I x EXP. 09/30/20 2655.5 EL CAM I NO REAL STREET ADDRESS: 30' 0' 15' 30' 81116795 Von Korman, Suite 100 CITY I . D . NO.: j Irvine, California 92606 m` �P TWO WORKING DAYS BEFORE YOU DIG tel 949.474.1960 0 fax 949.474.5315 lgTF OF I CAQFO�� CITY PERMIT NO.: G2019-00003 www.fuscoe.com SCALE: 1"= 30' SHEET � 7 OF � 7 a_ MARK NERO RCE NO.80066 EXP. 09/30/20 i� MAZ piffiA� &P -A EWA I W-domc-miak 0 H , SIGNING & STRIPING EXHIBIT COSTCO WHOLESALE TUSTIN #122 INDEX MAP SCALE: 1 "=60' PREPARED BY: FUSCOE E N G I N E E R I N G 16795 Von Karman, Suite 100 Irvine, California 92606 tel 949.474.1960 0 fax 949.474.5315 www.fuscoe.com SHEET 1 OF 4 E- w� ax �k r� w w� aZ oa E- U) O� U Ei C7 mz oz U� 0 E E E N c Y T N O PREPARED BY: .."q1 20' 0' 10' 20' .;;A- MimiI= FUSCO E SCALE: 1" = 20' E N G I N E E R 1 N 6 16795 Von Karman, Suite 100 Irvine, California 92606 tel 949.474.1960 o fax 949.474.5315 www.fuscoe.com m W W U) SIGNING & STRIPING EXHIBIT SHEET 2 OF 4 TF W W a) PREPARED BY: .."q1 20' 0' 10' 20' .;;A- mmi I,,,,, = \l!FUSCOE SCALE: 1" = 20' E N G I N E E R 1 N 6 16795 Von Karman, Suite 100 Irvine, California 92606 tel 949.474.1960 o fax 949.474.5315 www.fuscoe.com Q 0 SIGNING & STRIPING EXHIBIT SHEET -3 -OF 4 i ID ____ _____ ___�___�d� 7.___________ _______________ D 707 �� II \ IIw%7 — ------------------O —86 \� ------------ --.--- —------------------ �� II � II 00 7M (�D dr z ° II II Z II W CD83 II - _ + COSTCO GAS S AfI'0N 86 . I . TRAFFI SIG NAL o �� R _ ( 0 ECT IN PLACE N4 ' 9°2, IN X. o �� EX. R W — i --------�----— — — — — — — — RIGHT `� IGHT T ®® EX. TRAFFIC �� + EX. ST +`SIGHT �, NLY SIGN 0 SIGN _PR C C �� PROTECT �+-PLACE — I — — — � EX. SIGNAL N oo0 W HEADS ,����� CENTERLINE iNo REA 3' OUBLE Y LLOV11— W foo,` N �� BROK DOUBL �YL.01 � 60 OPE G�+n19�D BLE YELLO EX. SIGNA w S AMfN0 R L 06 8� —— — — — --- -- --- — -- -- --- --- ---- ---- ---- ---- ---- — W tx 86 ° �o�D I 20' 0' 10' 20' SCALE: 1 " = 20' I o� I I I o cy N I I p I 0 elf I� �o� I O LL �J N 1 �D rL aE 0 EX. SIGN HEADS LINES - o FOR REFEREN o� 0 N LY �o \ o EX. ANAL HEADS - 0 �1� \ 88 / E f \0 E I / Y T I / IIIIIIIIIIIIIIIII�I II I ,-. � I d- rn I I 0 I 0 0 c.� N d- 0 N I 0 X rn LO 0 I n CO X w PREPARED BY. SIGNING & STRIPING EXHIBIT will cn m FUSCOE X w / Ln E N G I N E E R I N G 0 16795 Von Karman, Suite 100 j Irvine, California 92606 U) tel 949.474.1960 0 fax 949.474.5315LLJ v www.fuscoe.com 4 4 SHEET OF / TREES TO BE REMOVED PD Phoenix dactylifera Date Palm RS Rhus lancea African Sumac Replacement Tree for Exisitng Carrot Wood Treees CODE BOTANICAL NAME COMMONNAME X1 XC Cupaniopsis anacardicides xz XE Eucalyptus sideroxylon EXISTING TREE TO REMAIN IN PLACE CODE BOTANICAL NAME • WF Washingtonia filifera EXISTING TREE, BOXED AND RELOCATED CODE BOTANICAL NAME PR Phoenix dactylifera WR Washingtonia filifera SHRUBS CODE BOTANICAL NAME ODV Dodonaea viscosa Green Screening shrub JP Juncus patens MWS Linear Plant OLT Ligustrum texanum Screening Shrub SHRUB AREAS CODE BOTANICAL NAME SHRUB AREA EXISTING TO REMAIN Carrot Wood Red Ironbark COMMONNAME California Fan Palm COMMONNAME Date Palm California Fan Palm COMMONNAME Green Hopseed Bush California Gray Rush Texas Privet COMMONNAME 22' Brown Trunk Skinned L 0.1-0.3 3 2 24" Box 1 "Cal 7' x 2.5' L 0.1-0.3 2 27 CONT. SIZE Existing to be Removed Existing to be Removed Existing to Remain CONT. SIZE Existing to be Relocated Existing to be Relocated CONT. SIZE 15 gal 1 gal 5 Gal RB Rhaphiolepis indica 'Ballerina' Ballerina Indian Hawthorn 5 Gal CODE BOTANICAL NAME COMMONNAME CONT. SIZE EL Existing Landscape Existing SPACING WULCOLS PLANT FACTOR HYDROZONE Irrigation Method` 60" oc L 0.1-.0.3 1 24" oc L 0.1-.0.3 1 24" oc L 0.1-.0.3 1 SPACING WULCOLS PLANT FACTOR HYDROZONE 2 2 .2 30" oc L 0.1-0.3 1 QTY 42 3 QTY 4 QTY 2 6 QTY 69 88 188 SP CING QTY 30" o. . 12,561 sf QTY 43,571 GENERAL PLANTING NOTES ATTACHMENT C WATER EFFICIENT LANDSCAPE WORKSHEET This worksheet is filled out by the project applicant and it is a required item of the Landscape Documentation Package. Landscape Area Sector Type [ ] Residential Reference Evapotranspiration (ETo)a: 49.2 (select one): [x ] Non -Residential Average Total Total .25 14,520 3,630.25 Average ETAF for Regular In Not In Landscape Arease (circle one): Compliance Compliance Special Landscape Area Totals Total Landscape Area 14,520 Site wide ETAF .25 ETWU Total 136,605.7 Maximum Allowed Water Allowance (MAWA)f 195,262 http://www.tustinca.org/civicax/filebank/blobdload.aspx?BlobiD=25464 SOIL TEST MANAGEMENT 1. The Contractor shall be responsible for obtaining soils testing and soil amendment recommendations. Soils testing shall be completed and test results and amendment recommendations submitted to the Owner's Representative a minimum of fifteen (15) days before commencement of any planting. 2. The testing laboratory shall be Waypoint Analytical, 474 East Hunter Avenue, Suite A, Anaheim, California 92807. Phone 714.282.8777, or approved equal as approved by the Owner's Representative. 3. The testing laboratory for soils analysis shall use the following criteria for soil testing: USDA Agricultural Suitability Test per Handbook 60, to include Boron presence and content; and University of California Soil Fertility Test. 4. Interpretations, fertilization and soil amendment recommendations, and comments regarding these tests are required. 5. Soils test sites shall occur not more than 250 feet on center in the planting areas, unless otherwise noted on plans. 6. Samples of all import soil from each source shall also be submitted to the soils testing laboratory for analysis, interpretation and recommendations prior to placement, blending or back -filling. PERCOLATION TEST The landscape installer shall dig (as test areas) four (4) plant pits of 24" box size, or larger, at four (4) locations minimum within the job site. Pits are to be filled with water. The results of this test shall be reported to the Landscape Architect and owner 48 hours after initiating. Test pits shall be in actual location of trees as shown on the plan. Failure to carry out this test shall make the landscape installer liable for any and all trees that die due to poor water percolation beyond the agreed guarantee period. OPTION 1 Should the water drain out of the test pits at a normal rate indicating good percolation then tree detail "A" and shrub planting detail "A" shall be utilized. OPTION 2 In the event any amount of water is left standing in the test pit (per the above procedure) 24 hours after initiating the p ercolation test then the vertical mulching details for tree detail "B" and shrub detail "B" shall apply to all trees and shrubs egardless of size. These details shall supersede all other planting details. However, the tree staking requirements of tree planting detail "A" shall remain intact in either case. 4 PLANTING SCHEDULE SYMBOL DESCRIPTION QTY F4 - 0-11 Caramel Apple Decomposed Granite 3/8" Minus fines, stabilized 250 sf TOTAL LANDSCAPE AREA: 15,757 SQ FT. PROJECT TYPE: COMMERCIAL WATER SUPPLY TYPE: RECLAIMED 29 NEW TREES, 45 REMOVED TREES 1. Installer shall be responsible for making himself familiar with all underground utilities, pipes and structures. Installer shall take sole responsibility for any cost incurred due to damage of said utilities. 2. Installer shall not willfully proceed with construction as designed when it is obvious that unknown obstructions and/or grade differences exist that may not have been known during design. 3. Installer shall have soils tested by a qualified agronomy laboratory. Materials and mixing of soil amendments, fertilizers, and back fill for planting pits shall be in accordance with recommendations of the soils agronomy report. 4. All plant material shall be approved by the Landscape Architect, Owner or Owner's representative prior to installation. 5. Final location of all plant material shall be subject to the approval of the Construction Manager. 6. See details for staking method and plant pit dimensions. 7. If conflicts arise between size of areas and plans, Installer to contact Construction Manager for resolution. Failure to make such conflicts known to the Construction Manager will result in Installer's liability to relocate the materials. 8. All ground covers to be held back 4" from edge of new shrubs typical and 2" from back of curbs or edge of walks at time of planting. 9. Ground covers shall be triangularly spaced per detail. 10. Trees shall be located minimum 4' from walls, overhead, walks, headers and other trees within the project, unless otherwise shown. 11. Place Deep Root Barrier at new trees that are with in 5' of Curbs or paving unless noted otherwise on the plans. Deep Root model UB 24-2 see installation detail. 12. Separate all ground cover and shrub areas from lawn areas with headers as per the installation details. 13. All slopes greater than 3:1 in shrub areas shall be covered jute mesh to prevent soil erosion during plant establishment 14. Remove stakes and trellis from vines and espaliers and secure to walls, fences and posts as per detail 15. In all cases "Root Bound" plant material will not be accepted. 16. No trees are to be planted within or above site storm drain pipes, swales or retention basins. 17. All planting areas including pots irrigated with drip irrigation or low volume irrigation components shall be hand watered by the installer until the plant materials root zones have established enough to effectively access the irrigation water from the drip systems. 18. Planting areas (except lawn and hydroseed areas as well as areas of Decomposed Granite) to be top dressed with 2" (inch) min, layer of mulch Agromin ES -2 or equal. Agromin (800)247-6646 19. Decomposed granite (D.G.) - install a 2" (Min.) layer of Decomposed Granite w/ stabilizer continuous, color as per plan, in all planters under all trees and shrubs as indicated. Before placing granite, compact sub -grade to 85% and apply a pre -emergent herbicide to soil. After placing granite: rake smooth, wet to entire depth, allow to dry, then lightly scarify surface with a leaf rake. Apply a secondary application of pre -emergent herbicide to top of granite. Keep top of granite 1" below adjacent walks and curbs. Do not allow granite to touch the trunk of any plant. Install after installation of plant material making note of plant height so they are not buried by D.G.. 20. All Washingtonia Palms shall be skinned to the green fronds above and shall be as per the brown trunk height (BT) as indicated on the planting plan and legend. 21. All Phoenix Palms shall be "Pineapple Cut" skinned and shall be as per the brown trunk height (BT) as indicated on the planting plan and legend and matched to be of equal height in each area of use. 22. Brown Trunk Height "BT" shall mean as measured from the ground line to the base of the heart leaf. 23. All Palms must be certified disease and pest free by a licensed Arborist. Written documentation must be provided prior to planting. A 2 AGREE TO COMPLY WITH THE REQUIREMENTS OF THE PRESCRIPTIVE COMPLIANCE OPTION TO THE MWELO CbS7CO GASOLENE # 122 2655 EL CAMINO REAL TUSTIN, CA 92782 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com CCAINC C U M M IN G S C UR L E Y AND ASSOC IAT ES, INC L A N D S C A P E A R C H I T E C T S 3633 LONG BEACH BOULEVARD, SUITE 300 LONG BEACH, CALIFORNIA 90807 TEL. 562.424.8 182 CA 3583 AZ 301 00 NV 578 TX 3337 UT 377204 CLARB 3 1 9 PERMIT SET 0 20' 40' 80' 1 " = 40'-0" �ANDSCA q Cur I e 1, S'C do , 12.31% ST\F OF CAL �' OV © CCA, Inc. All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from CCA, Inc. 1.25.201S PERMIT RESUBMITTAL 05.07.19 PERMIT 05.07.19 BID SET 0 10.03.19 PERMIT RESUBMITTAL I I AS -BUILT ISSUE 17-9954 PM: DRAWN: RC JULY 19, 2018 PLANTING PLAN LP -01 Hydrozone #/Planting Description Location Plant Factorb (PF) Irrigation Method` Irrigation Efficiency` (IE) ETAF (PF/IE) Landscape Area (sq -ft) ETAF x Area Estimated Total Water Used (ETWU) Regular Landscape Area 1 1 .2 DRIP .81 .25 13,531 3,382.7 127,391.85 2 2 .2 DRIP .81 25 933 233.3 8,784.0 3 3 .2 DRIP .81 .25 57 14.25 429.31 4 5 6 7 8 9 10 11 12 Average Total Total .25 14,520 3,630.25 Average ETAF for Regular In Not In Landscape Arease (circle one): Compliance Compliance Special Landscape Area Totals Total Landscape Area 14,520 Site wide ETAF .25 ETWU Total 136,605.7 Maximum Allowed Water Allowance (MAWA)f 195,262 http://www.tustinca.org/civicax/filebank/blobdload.aspx?BlobiD=25464 SOIL TEST MANAGEMENT 1. The Contractor shall be responsible for obtaining soils testing and soil amendment recommendations. Soils testing shall be completed and test results and amendment recommendations submitted to the Owner's Representative a minimum of fifteen (15) days before commencement of any planting. 2. The testing laboratory shall be Waypoint Analytical, 474 East Hunter Avenue, Suite A, Anaheim, California 92807. Phone 714.282.8777, or approved equal as approved by the Owner's Representative. 3. The testing laboratory for soils analysis shall use the following criteria for soil testing: USDA Agricultural Suitability Test per Handbook 60, to include Boron presence and content; and University of California Soil Fertility Test. 4. Interpretations, fertilization and soil amendment recommendations, and comments regarding these tests are required. 5. Soils test sites shall occur not more than 250 feet on center in the planting areas, unless otherwise noted on plans. 6. Samples of all import soil from each source shall also be submitted to the soils testing laboratory for analysis, interpretation and recommendations prior to placement, blending or back -filling. PERCOLATION TEST The landscape installer shall dig (as test areas) four (4) plant pits of 24" box size, or larger, at four (4) locations minimum within the job site. Pits are to be filled with water. The results of this test shall be reported to the Landscape Architect and owner 48 hours after initiating. Test pits shall be in actual location of trees as shown on the plan. Failure to carry out this test shall make the landscape installer liable for any and all trees that die due to poor water percolation beyond the agreed guarantee period. OPTION 1 Should the water drain out of the test pits at a normal rate indicating good percolation then tree detail "A" and shrub planting detail "A" shall be utilized. OPTION 2 In the event any amount of water is left standing in the test pit (per the above procedure) 24 hours after initiating the p ercolation test then the vertical mulching details for tree detail "B" and shrub detail "B" shall apply to all trees and shrubs egardless of size. These details shall supersede all other planting details. However, the tree staking requirements of tree planting detail "A" shall remain intact in either case. 4 PLANTING SCHEDULE SYMBOL DESCRIPTION QTY F4 - 0-11 Caramel Apple Decomposed Granite 3/8" Minus fines, stabilized 250 sf TOTAL LANDSCAPE AREA: 15,757 SQ FT. PROJECT TYPE: COMMERCIAL WATER SUPPLY TYPE: RECLAIMED 29 NEW TREES, 45 REMOVED TREES 1. Installer shall be responsible for making himself familiar with all underground utilities, pipes and structures. Installer shall take sole responsibility for any cost incurred due to damage of said utilities. 2. Installer shall not willfully proceed with construction as designed when it is obvious that unknown obstructions and/or grade differences exist that may not have been known during design. 3. Installer shall have soils tested by a qualified agronomy laboratory. Materials and mixing of soil amendments, fertilizers, and back fill for planting pits shall be in accordance with recommendations of the soils agronomy report. 4. All plant material shall be approved by the Landscape Architect, Owner or Owner's representative prior to installation. 5. Final location of all plant material shall be subject to the approval of the Construction Manager. 6. See details for staking method and plant pit dimensions. 7. If conflicts arise between size of areas and plans, Installer to contact Construction Manager for resolution. Failure to make such conflicts known to the Construction Manager will result in Installer's liability to relocate the materials. 8. All ground covers to be held back 4" from edge of new shrubs typical and 2" from back of curbs or edge of walks at time of planting. 9. Ground covers shall be triangularly spaced per detail. 10. Trees shall be located minimum 4' from walls, overhead, walks, headers and other trees within the project, unless otherwise shown. 11. Place Deep Root Barrier at new trees that are with in 5' of Curbs or paving unless noted otherwise on the plans. Deep Root model UB 24-2 see installation detail. 12. Separate all ground cover and shrub areas from lawn areas with headers as per the installation details. 13. All slopes greater than 3:1 in shrub areas shall be covered jute mesh to prevent soil erosion during plant establishment 14. Remove stakes and trellis from vines and espaliers and secure to walls, fences and posts as per detail 15. In all cases "Root Bound" plant material will not be accepted. 16. No trees are to be planted within or above site storm drain pipes, swales or retention basins. 17. All planting areas including pots irrigated with drip irrigation or low volume irrigation components shall be hand watered by the installer until the plant materials root zones have established enough to effectively access the irrigation water from the drip systems. 18. Planting areas (except lawn and hydroseed areas as well as areas of Decomposed Granite) to be top dressed with 2" (inch) min, layer of mulch Agromin ES -2 or equal. Agromin (800)247-6646 19. Decomposed granite (D.G.) - install a 2" (Min.) layer of Decomposed Granite w/ stabilizer continuous, color as per plan, in all planters under all trees and shrubs as indicated. Before placing granite, compact sub -grade to 85% and apply a pre -emergent herbicide to soil. After placing granite: rake smooth, wet to entire depth, allow to dry, then lightly scarify surface with a leaf rake. Apply a secondary application of pre -emergent herbicide to top of granite. Keep top of granite 1" below adjacent walks and curbs. Do not allow granite to touch the trunk of any plant. Install after installation of plant material making note of plant height so they are not buried by D.G.. 20. All Washingtonia Palms shall be skinned to the green fronds above and shall be as per the brown trunk height (BT) as indicated on the planting plan and legend. 21. All Phoenix Palms shall be "Pineapple Cut" skinned and shall be as per the brown trunk height (BT) as indicated on the planting plan and legend and matched to be of equal height in each area of use. 22. Brown Trunk Height "BT" shall mean as measured from the ground line to the base of the heart leaf. 23. All Palms must be certified disease and pest free by a licensed Arborist. Written documentation must be provided prior to planting. A 2 AGREE TO COMPLY WITH THE REQUIREMENTS OF THE PRESCRIPTIVE COMPLIANCE OPTION TO THE MWELO CbS7CO GASOLENE # 122 2655 EL CAMINO REAL TUSTIN, CA 92782 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com CCAINC C U M M IN G S C UR L E Y AND ASSOC IAT ES, INC L A N D S C A P E A R C H I T E C T S 3633 LONG BEACH BOULEVARD, SUITE 300 LONG BEACH, CALIFORNIA 90807 TEL. 562.424.8 182 CA 3583 AZ 301 00 NV 578 TX 3337 UT 377204 CLARB 3 1 9 PERMIT SET 0 20' 40' 80' 1 " = 40'-0" �ANDSCA q Cur I e 1, S'C do , 12.31% ST\F OF CAL �' OV © CCA, Inc. All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from CCA, Inc. 1.25.201S PERMIT RESUBMITTAL 05.07.19 PERMIT 05.07.19 BID SET 0 10.03.19 PERMIT RESUBMITTAL I I AS -BUILT ISSUE 17-9954 PM: DRAWN: RC JULY 19, 2018 PLANTING PLAN LP -01 TEMPORARY WATER BASIN r (-- PLANT CROWN OF ROOTBALL HARDSCAPE __\ FLUSH WITH FINISH GRADE OR CURB vn 1 c W 'GRO-POWER' PLANTING w ��21I MULCH TABLETS OR EQUAL. SPACED EQUALLY AROUND ROOTBALL PER MANUFACTURER'S SPECIFICATIONS PREPARED NATIVE SITE SOIL FOR PLANTS SPECIFIED PLANTING MIX FOR ALL OTHERS WATER — & TAMP TO REMOVE AIR POCKETS AT BOTTOM OF PIT �o�_3 o CONTAINER SIZE & # OF TABLETS: 2X DIA. OF ROOTBALL 1 FOR 1 GALLON OR CONTAINER 2 FOR 5 GALLON 4 FOR 15 GALLON FERTILIZER TABLETS SHALL BE 'GRO-POWER' 12 -8 -8,7 -GRAM PLANTING TABLETS AS O_j a00 Lu0 00 X M CLEANED WASHED PLASTER SAND TO PUDDLE AND SETTLE BACKFILL AFTER SETTING SHRUB. ROUGHEN SIDES OF HOLE NOTE: ROOT BARRIERS SHALL BE INSTALLED FOR LINEAR STYLE PLANTING, AND SHALL BE INSTALLED ADJACENT TO THE HARDSCAPE ONLY PER MANUF. SPECS. 1- TREE TRUNK 2- DEEP ROOT- UB 24-2 LINEAR BARRIER 3- EDGE OF HARDSCAPE (CURB, PAVING, PAD, E Formula to determine the quantity of panels required for a Linear application use: Estimated Diameter of the Tree Canopy at Maturity + 2' (61cm) = Length of Barrier per Side. 3 3 ctwmo GASOLENE # 122 2655 EL CAMINO REAL TUSTIN, CA 92782 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com SOIL kCKFILL MIX INC SUPPLIED BY SOUTHERN CALIFORNIA NOTES: ORGANIC FERTILIZER 1. SET CROWN OF ROOT BALL 1" ABOVE FINISH Per One Side of Tree GRADE WATERING BERMS: 2. CONSTRUCT TAMPED BERM WATER BASIN Expected Tree Feet of Number of AROUND EACH SHRUB TYPICAL UNLESS Canopy at Maturity Barrier Panels 1. 5 GALLON OR LARGER 4" HIGH INSTRUCTED OTHERWISE BY THE LANDSCAPE 12'(3.6m) Dia. +2' (61cm) = 14'(4.2m) 7 Panels 2. LESS THAN 5 GALLON 2" HIGH ARCHITECT. CALL LANDSCAPE ARCHITECT TO 18' (5.5m) Dia. +2' (61cm) = 20' (6.1 m) 10 Panels VERIFY. 24' (7.3m) Dia. +2' (61cm) = 26' (7.9m) 13 Panels 2 SHRUB PLANTING DETAIL "B" VERTICAL MULCHING k 7 ROOT BARRIER DETAIL NOT TO SCALE TYPICAL SHRUB CANOPY GROUND COVER TO EXTEND TO 2/3 UNDER CANOPY OF SHRUBS T W + a TYPICAL TRIANGULAR SPACING; + + + REFER TO PLANT SPACING CHART BELOW + + + + + A" "B" "C" PLANT SPACING ROW SPACING SETBACK PLAN 12" 10-1/2" 6" NOTE- HOLE SCHEDULE- 8" 18" D 9" SUBMIT BID ON A COST PER LINEAL 5 GAL -1 HOLE NOTES: PLANT CROWN OF TREE FLUSH WITH o AROUND ROOTBALL FOR FOR VARIOUS DEPTHS OF 5', 10', 15 GAL -1 HOLE „III= * PAINT ALL CUTS OVER 1" DIA. 2" DIA COPPER FOR PLANTS 15'& 20' 24" BOX -1 HOLE 1. BORE HOLES @ BOTTOM OF PLANT PIT TEMPORARY WATER BASIN {* t PLANT CROWN OF ROOTBALL AMP TO REMOVE AIR POCKETS. 36" BOX OR LARGER -2 HOLES ACCORDING TO HOLE SCHEDULE. HOLE MUST BREAK THROUGH HARDPAN TO PORUS MATERIAL. o FLUSH WITH FINISH GRADE FROM TRUNK; DO NOT ALLOW STAKE TO PENETRATE ROOTBALL LA� 2. PITCH BOTTOM OF TREE PIT TOWARDS HOLE(S) c1_j 2" MULCH TO BOTTOM OF PIT 'GRO-POWER' PLANTING 2" MULCH 6" ROUND VALVE BOX 3. FILL HOLES WITH CLEAN WASHED PLASTER SAND TABLETS OR EQUAL. ° o TREE ROOTBALL SPACED EQUALLY AROUND ROOTBALL �''3 a aD LL OD \\ 4. 36" BOX TREES OR LARGER TO BE GUYED. SEE GUYING DETAIL ' 1 5A STAKE TREES 24" BOX OR SMALLER PER DETAIL PER MANUFACTURER'S _ O + SPECIFICATIONS _ _ III III III III 111 d m 6. AGRIFORM TABLETS PER DETAIL "A" —III—III— PREPARED NATIVE SITE —III— w I-_ X 0 SOIL FOR PLANTS —III III III III= x SPECIFIED PLANTING MIX I—I 1 -1 11 = 'GRO-POWER' PLANTING FOR ALL OTHERS WATER I—I III III h� TABLETS SPACED EQUALLY & TAMP TO REMOVE AIR --��11 AROUND ROOTBALL POCKETS AT BOTTOM OF PIT UNDISTURBED EARTH TEMPORARY 2" MULCH -KEEP 3" AWAY WATERING BASIN FROM TREE TRUNK FINISH GRADE 2X DIA. OF ROOTBALL TREE ROOTBALL OR CONTAINER PREPARED NATIVE SITE SCARIFY SIDES SOIL FOR PLANTS OF PLANTING PIT CONTAINER SIZE & # OF TABLETS: - J 1 FOR 1 GALLON SPECIFIED PLANTING MIX 11 0 —III. mCID 2 FOR 5 GALLON FOR ALL OTHERS WATER - ( II II X+ & TAMP TO REMOVE AIR =1- : ,:. DT 4 FOR 15 GALLON POCKETS. PUDDLE AND - I L:: ;:?; -i I1=III—I :'.::.' -I11= :. —III -111= 1 U) FERTILIZER TABLETS SHALL BE 'GRO-POWER' 12 -8 -8,7 -GRAM SETTLE AFTER SETTING I:`;::`...=III- II .';: ; .:. ;`::;. `-III= -•" " = 1_ �o Q w PLANTING TABLETS AS SUPPLIED BY SOUTHERN CALIFORNIA TREE ORGANIC FERTILIZER UNDISTURBED EARTH 12" 12" WATERING BERMS: 2 X BALL DIA. CLEANED WASHED PLASTER SAND TO 1. 5 GALLON OR LARGER 4" HIGH BOTTOM OF ROOTBALL 2. LESS THAN 5 GALLON 2" HIGH (1D SHRUB PLANTING DETAIL "A" 6 TREE PLANTING DETAIL "B"VERTICAL NOT TO SCALE MULCHING 0 ROOT BARRIER DEEP ROOT BARRIER o (DEEP ROOT) (800) 458-7668 TEMPORARY WATER BASIN r (-- PLANT CROWN OF ROOTBALL HARDSCAPE __\ FLUSH WITH FINISH GRADE OR CURB vn 1 c W 'GRO-POWER' PLANTING w ��21I MULCH TABLETS OR EQUAL. SPACED EQUALLY AROUND ROOTBALL PER MANUFACTURER'S SPECIFICATIONS PREPARED NATIVE SITE SOIL FOR PLANTS SPECIFIED PLANTING MIX FOR ALL OTHERS WATER — & TAMP TO REMOVE AIR POCKETS AT BOTTOM OF PIT �o�_3 o CONTAINER SIZE & # OF TABLETS: 2X DIA. OF ROOTBALL 1 FOR 1 GALLON OR CONTAINER 2 FOR 5 GALLON 4 FOR 15 GALLON FERTILIZER TABLETS SHALL BE 'GRO-POWER' 12 -8 -8,7 -GRAM PLANTING TABLETS AS O_j a00 Lu0 00 X M CLEANED WASHED PLASTER SAND TO PUDDLE AND SETTLE BACKFILL AFTER SETTING SHRUB. ROUGHEN SIDES OF HOLE NOTE: ROOT BARRIERS SHALL BE INSTALLED FOR LINEAR STYLE PLANTING, AND SHALL BE INSTALLED ADJACENT TO THE HARDSCAPE ONLY PER MANUF. SPECS. 1- TREE TRUNK 2- DEEP ROOT- UB 24-2 LINEAR BARRIER 3- EDGE OF HARDSCAPE (CURB, PAVING, PAD, E Formula to determine the quantity of panels required for a Linear application use: Estimated Diameter of the Tree Canopy at Maturity + 2' (61cm) = Length of Barrier per Side. 3 3 ctwmo GASOLENE # 122 2655 EL CAMINO REAL TUSTIN, CA 92782 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com SOIL kCKFILL MIX INC SUPPLIED BY SOUTHERN CALIFORNIA NOTES: ORGANIC FERTILIZER 1. SET CROWN OF ROOT BALL 1" ABOVE FINISH Per One Side of Tree GRADE WATERING BERMS: 2. CONSTRUCT TAMPED BERM WATER BASIN Expected Tree Feet of Number of AROUND EACH SHRUB TYPICAL UNLESS Canopy at Maturity Barrier Panels 1. 5 GALLON OR LARGER 4" HIGH INSTRUCTED OTHERWISE BY THE LANDSCAPE 12'(3.6m) Dia. +2' (61cm) = 14'(4.2m) 7 Panels 2. LESS THAN 5 GALLON 2" HIGH ARCHITECT. CALL LANDSCAPE ARCHITECT TO 18' (5.5m) Dia. +2' (61cm) = 20' (6.1 m) 10 Panels VERIFY. 24' (7.3m) Dia. +2' (61cm) = 26' (7.9m) 13 Panels 2 SHRUB PLANTING DETAIL "B" VERTICAL MULCHING k 7 ROOT BARRIER DETAIL NOT TO SCALE TYPICAL SHRUB CANOPY GROUND COVER TO EXTEND TO 2/3 UNDER CANOPY OF SHRUBS T W + a TYPICAL TRIANGULAR SPACING; + + + REFER TO PLANT SPACING CHART BELOW + + + + + A" "B" "C" PLANT SPACING ROW SPACING SETBACK PLAN 12" 10-1/2" 6" 16" 14" 8" 18" 15-1/2" 9" 24" 21" 12" U3 IJHINUr_ Y SECTIONS TYPICAL SHRUB CANOPY TYPICAL GROUND COVER ROW SPACING AND SETBACK; REFER TO CHART ABOVE MULCH IF REQUIRED BY NOTES & SPECS; MIN. 1" DEEP, MAX. SIZE 1" PLANT PIT MIN. 4"X4"; REFER TO SPECS AMENDED SOIL PER SOIL REPORT RECOMMENDATIONS, NOTES AND SPECS. NOTE: INSTALL BARK PRIOR TO PLANTING GROUNDCOVER 3) GROUNDCOVER PLANTING NOT TO SCALE VCH TIE' #32 INSTALLATION NGLE TRUNK) "CINCH TIE" #32 (DOUBLE STAKING INSTALLATION) IRECTION OF REVAILING ✓IND H- C� LU TZJ J Q W O SEE TREE PLANTING DETAIL FOR STAKES FINISH GRADE 0 " SCARIFY SIDES (24() TREE STAKING TIE DETAIL 0 NOT TO SCALE AGRIFORM PLANTING PLANT CROWN OF TREE FLUSH WITH SEE STAKING TIE DETAIL AROUND ROOTBALL FINISH GRADE. „III= * PAINT ALL CUTS OVER 1" DIA. 2" DIA COPPER FOR PLANTS AKE ABOVE FIRST BRANCHES OR NAPHTANATE TREATED SP NECESSARY FOR FIRM SUPPORT. LODGEPOLE PINE STAKES x AMP TO REMOVE AIR POCKETS. CONTAINER SIZE & # OF TABLETS: 12' LONG; PLACE STAKE ON WINDWARD SIDE MIN. 8" FROM TRUNK; DO NOT ALLOW STAKE TO PENETRATE ROOTBALL LA� 2-4" PERFORATED PIPE TO BOTTOM OF PIT CAP AT GRADE W/ 2" MULCH 6" ROUND VALVE BOX TREE ROOTBALL TEMPORARY WATERING BASIN SCARIFY SIDES OF PLANTING PIT FINISH GRADE 0 AGRIFORM PLANTING -11 TABLETS SPACED EQUALLY __ — —III—III _ _ —III—" J bo + AROUND ROOTBALL X „III= PREPARED NATIVE SITE SOIL FOR PLANTS — SPECIFIED PLANTING MIX — — FOR ALL OTHERS WATER & 2 X BALL DIA. AMP TO REMOVE AIR POCKETS. CONTAINER SIZE & # OF TABLETS: PUDDLE AND SETTLE AFTER 2 FOR 5 GALLON 7 FOR 42" BOX SETTING TREE 4 FOR 15 GALLON 8 FOR 48" BOX 5 FOR 24" BOX 12 FOR 60" BOX UNDISTURBED EARTH 6 FOR 36" BOX FERTILIZER TABLETS SHALL BE 'GRO-POWER' 12 -8 -8,7 -GRAM PLANTING TABLETS AS SUPPLIED BY SOUTHERN CALIFORNIA ORGANIC FERTILIZER 5 TREE PLANTING DETAIL "A" NOT TO SCALE CUMMINGS C U R L E Y AND ASSOC IAT ES, INC LAN IJ S C A P E A R C H I T E C T S 3633 LONG BEACH BOULEVARD, SUITE 300 LONG BEACH, CALIFORNIA 90807 TEL. 562.424.8 182 CA 3583 AZ 301 00 NV 578 TX 3337 UT 377204 CLARE, 3 1 9 PERMIT SET 0 20' 40' 80' 1 " = 40'-0" /O �ANDSCA �ey SI GNATII E 12.31 RENEWAL DATE , ST\F OF CALF © CCA, Inc. All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from CCA, Inc. A 1.25.201E PERMIT RESUBMITTAL 05.07.19 PERMIT 05.07.19 BID SET A 10.03.19 PERMIT RESUBMITTAL AS -BUILT ISSUE 17-9954 PM: DRAWN: RC JULY 19, 2018 PLANTING DETAILS LP -02 CN cc - - -- - - - - - - - - - - BRYAN AVE ILL -- -------------- ------------------------- 'Cr ILL l-_ Cr ISI \I I I I I I I I I PAD B I I I 8 230 SF I I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- --------- -- \ II I \ p� ------ I -------------i I--------------- I---------------� I li I i F7V PAD C \ 8,211 SF -------- ------LiL11 ------------ MAN 1 ® ® L_ SMART CONTROLLER CARD. REQUIRES LAN CABLE. WIFI OPTION AVAILABLE. VERIFY CONNECTION TYPE -- NEW IRRIGATION CONTROLLER FOR LO 4 WITH WAREHOUSE. o . x xe ❑. o -- ---- ---- ----IT� -- ---- ----�_T - EXPANSION WORK. Q 120 V 15 AMP CIRCUIT REQUIRED. HARD WIRE CONTROLLER C CART STORAGE o El 2l \ oEl I ® ® ® ® > , EXIT (] 0 <■ V w O 0- ► ENTRY I TIRE CENTER O O II ® ® ® I POINT OF CONNECTION A Ll ® I I EXISTING IRRIGATION SYSTEM MAINLINE. 1-1/2" MIN. >°°FE11 I P1 LOCATE AND VERIFY IN FIELD. O �� REWORK EXISTING IRRIGATION ti TO PROVIDE 100% COVERAGE a 1%2„ OC I I 3 :f d[ _- -0 - --0- _-�____ --❑_-- - _ - --_- - pO-Cr 1 A 20.VERIFY EXISTING IRRIGATION 3 1/2" REMAINS OPERATIONAL. ' �4,. 1 34,. j 4 1 a MAKE CONNECTIONS ETC. AS NEEDED. 1Yz" 1 13A 14.0 TYPICAL ALL AREAS 3/4' 3�4" 34" 1Y4" 2 1%a" 1" 2" SLEEVE FOR CONTrROi WIRES \\ s 3 341%a" i I I III \\ i� i���ir % \ /� 1 „I F ` of D ■ 1t 1=1111!EM Lu VALVE SCHEDULE NUMBER r---r-r--r----r-y---t--r-r- SIZE 4 GPM PSI VALVE SCHEDULE NUMBER MODEL SIZE TYPE GPM PSI PSI @ POC PRECIP 1A Rain Bird XCZ-150-LCS 1-1/2" Area for Dripline 10.02 38.61 39.08 0.96 in/h 2A Rain Bird XCZ-150-LCS 1-1/2" Area for Dripline 22.11 33.37 35.52 0.96 in/h 3A Rain Bird XCZ-150-LCS 1-1/2" Area for Dripline 20.69 33.37 35.69 0.96 in/h 4A Rain Bird XCZ-100-PRB-R 1" Area for Dripline 1.02 31.52 31.56 0.96 in/h 5A Rain Bird PESBR-PRS-D 1-1/2" Bubbler 12.00 38.05 39.82 3.40 in/h 6A Rain Bird XCZ-150-LCS 1-1/2" Area for Dripline 23.52 38.12 43.78 0.96 in/h 7A Rain Bird XCZ-150-LCS 1-1/2" Area for Dripline 24.18 33.98 39.09 0.96 in/h 8A Rain Bird XCZ-100-PRB-R 1" Area for Dripline 0.61 31.23 31.26 0.96 in/h 9A Rain Bird PESBR-PRS-D 1-1/2" Bubbler 16.00 36.71 41.26 3.41 in/h 10A Rain Bird PESBR-PRS-D 1-1/2" Bubbler 20.00 38.98 45.66 3.47 in/h 11A Rain Bird XCZ-150-LCS 1-1/2" Area for Dripline 20.09 33.59 40.20 0.96 in/h 12A Rain Bird PESBR-PRS-D 1-1/2" Bubbler 20.00 37.30 38.79 3.41 in/h 13A Rain Bird PESBR-PRS-D 1-1/2" Bubbler 14.00 37.21 38.05 3.62 in/h 14A Rain Bird XCZ-150-LCS 1-1/2" Area for Dripline 20.43 36.81 38.68 0.96 in/h 15A Rain Bird XCZ-150-LCS 1-1/2" Area for Dripline 19.97 33.77 36.88 0.96 in/h 16A Rain Bird PESBR-PRS-D 1" Bubbler 6.00 33.84 36.84 3.40 in/h CRITICAL ANALYSIS Generated: 2019-09-04 10:38 P.O.C. NUMBER: 01 Plant Factorb (PF) Water Source Information: Existig site irrigaiton main line . Irvine Ranch Water District -Reclaimed Connection FLOW AVAILABLE m Point of Connection Size: 2" Flow Available: 78.62 gpm PRESSURE AVAILABLE Decomposed Granite: Static Pressure at POC: 95.00 psi Pressure Available: 95.00 psi DESIGN ANALYSIS 3,382.7 Maximum Station Flow: 24.18 gpm Flow Available at POC: 78.62 gpm Residual Flow Available: 54.44 gpm Critical Station: 10A Design Pressure: 30.00 psi Friction Loss: 4.99 psi Fittings Loss: 0.50 psi Elevation Loss: 0.00 psi Loss through Valve: 3.50 psi Pressure Req. at Critical Station: 38.98 psi Loss for Fittings: 0.61 psi Loss for Main Line: 6.07 psi Loss for POC to Valve Elevation: 0.00 psi Loss for Backflow: 0.00 psi Critical Station Pressure at POC: 45.66 psi Pressure Available: 95.00 psi Residual Pressure Available: 49.34 psi ---------- EL CAMINO REAL CRITICAL ANALYSIS 1/4., 1 1/2 e e 1)/2 " 3�4" 2 n D Y 3�4" / 3/a 1" 1" 3 L .1 1 1 R_ y., 18.4 6A 0 O Plant Factorb (PF) K „ 2 I9____ o m rim o� of �o� PRESSURE AVAILABLE Decomposed Granite: 4.2 95.00 psi 12.0 1 0 2019-09-04 10:38 0 O Plant Factorb (PF) 2�� Existig site irrigaiton main line . Irvine Ranch Water District -Reclaimed Connection FLOW AVAILABLE Landscape Area (sq -ft) Point of Connection Size: O O 0 PRESSURE AVAILABLE Decomposed Granite: 4.2 95.00 psi I O A 1 %2" I� r I I 1y2„ ------------- -- 1y2" 1%4" i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I, I I I I I I I I I I I I I I J W Z ' I Z Q I I I I I I z UJ IP�OINT OF CONNECTION ,EXISTING IRRIGATION SYSTEM MAINLINE. 11-1/2" MIN. j LOCATE AND VERIFY IN FIELD. I J I Illi VERIFY EXISTING IRRIGATION REMAINS OPERATIONAL. MAKE CONNECTIONS ETC. AS NEEDED. TYPICAL ALL AREAS I I 1A 10.0 1%" ------ --------- -------- VERIFY EXISTING IRRIGATION 2 REMAINS OPERATIONAL. MAKE CONNECTIONS ETC. AS NEEDED. TYPICAL ALL AREAS ATTACHMENT C Generated: 2019-09-04 10:38 P.O.C. NUMBER: 01 Plant Factorb (PF) Water Source Information: Existig site irrigaiton main line . Irvine Ranch Water District -Reclaimed Connection FLOW AVAILABLE Landscape Area (sq -ft) Point of Connection Size: 2" Flow Available: 78.62 gpm PRESSURE AVAILABLE Decomposed Granite: Static Pressure at POC: 95.00 psi Pressure Available: 95.00 psi DESIGN ANALYSIS 3,382.7 Maximum Station Flow: 20.43 gpm Flow Available at POC: 78.62 qpm Residual Flow Available: 58.19 gpm Critical Station: 12A Design Pressure: 30.00 psi Friction Loss: 3.46 psi Fittings Loss: 0.35 psi Elevation Loss: 0.00 psi Loss through Valve: 3.50 psi Pressure Req. at Critical Station: 37.30 psi Loss for Fittings: 0.14 psi Loss for Main Line: 1.35 psi Loss for POC to Valve Elevation: 0.00 psi Loss for Backflow: 0.00 psi Critical Station Pressure at POC: 38.79 psi Pressure Available: 95.00 psi Residual Pressure Available: 56.21 psi 2A 22.1 3A 20.7 1 %2" 4A 1.02 1" WATER EFFICIENT LANDSCAPE WORKSHEET This worksheet is filled out by the project applicant and it is a required item of the Landscape Documentation Package. Type [] Area Sector Landscape T Residential Reference Evapotranspiration (ETo)': 49.2 (select one): [x ] Non -Residential I I I I I I I I I I I I I I I I I I I I I I I �J I Sneclal Landscape Area Hydrozone #/Planting Description Location Plant Factorb (PF) Irrigation Method` Irrigation Efficiency` (IE) ETAF (PF/IE) Landscape Area (sq -ft) ETAF x Area Estimated Total Water Used (ETWU) Regular Landscape Area 1 1 Decomposed Granite: .2 DRIP •81 .25 13,531 3,382.7 127,391.85 2 2 .2 DRIP .81 ,25 933 233.3 8,784.0 3 3 .2 DRIP .81 .25 57 14.25 429.31 4 5 6 7 8 9 10 11 12 Sneclal Landscape Area Average Total Total Unless specifically noted valves boxes shall be installed in the following colors by area of landscape. .25 14,520 3,630.25 Spreading ground covers: Average ETAF for Regular In Not In Landscape Areas" (circle one): Compliance Compliance Sneclal Landscape Area http://www.tustinca.org/civicax/filebank/b Tatars Total Landscape Area 14,520 Site wide ETAF '25 ETWU Total 136,605.7 Maximum Allowed Water Allowance (MAWA)f 195,262 ID=25464 /\ IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEL/DESCRIPTION - - 0 * - - Rain Bird RWS-B-C-P 1401 1 402 � 404 � 408 Root Watering System with 4.0" diameter x 36.0" long with locking grate, semi-rigid mesh tube. Check Valve and Purple Grate. Rain Bird bubbler option as indicated: 1401 0.25 gpm, 1402 0.5 gpm, 1404 1.0 gpm, 1408 2.0 gpm. QTY PSI 80 30 ctmonv GASOLENE # 122 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY 2655 EL CAMINO REAL ® TUSTIN, CA 92782 Rain Bird XCZ-100-PRB-R 2 Wide Flow Drip Control Kit for Commercial Applications. Purple Cap designates for Reclaimed Water, Non -Potable Use. 1" PESBR Valve and 1" Pressure Regulating 40psi Basket Filter. 0.3gpm to 20gpm. Rain Bird XCZ-150-LCS 8 High Flow Control Zone Kit, for Large Commercial Drip Zones. 1-1/2" PESBR Globe Valve with single 1-1/2" Pressure Regulating (40psi) Quick -Check Basket Filters. Flow range: 15-62gpm. Install with purple hande for reclaimed water. Rain Bird MDCFPCAP 10 Dripline Flush Valve purple cap in compression fitting coupler. For non -potable water use. �A Netafim 65ARIA075 9 3/4" Male Pipe Thread Guardian Air/Vacuum Relief Vent. Install in Subsurface systems. On sloping terrain to prevent collapsing of pipes. UV Resistant. Maximum Pressure: 150 psi. Area to Receive Dripline Rain Bird XFS-CV-06-12-NP 15,757 s.f. XFS-CV Non potable On -Surface Landscape Dripline with a Heavy -Duty 4.3 psi Check Valve. 0.6 GPH emitters at 12" O.C. Dripline laterals spaced at 12" apart, w/ emitters offset for triangular pattern. Specify XF insert fittings. Available Only in CA SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY Rain Bird PESBR-PRS-D 6 1", 1-1/2", and 2" Durable Chlorine -Resistant Valves for Reclaimed Water Applications. With Scrubber Mechanism Technology, Purple Flow Control Handle, and Pressure Regulator Module. 0 Buckner -Superior QB44AT-NP 6 1" Brass Quick Coupling Valve. Two -Piece, ACME Thread with Locking Purple Non -Potable Tuff Top Li for Reclaimed Water Use. Nibco T -580 -S6 -R -66 -LL 2 Stainless steel ball valve shut off valve © Rain Bird ESP8LXME with (01) ESPLXMSM12 1 20 Station Commercial Controller. Mounted on a Plastic Wall Mount. Without flow sensing. ® Rain Bird IQ -NCC -WF 1 IQ NCC Phone Cartridge upgrades ESP -LX Series controllers to IQ satellite controllers. Includes embedded WiFi wireless network modem w/antenna connector, and internal antenna for plastic controller enclosures. WPA/WPA2 encryption supported. ® Rain Bird WR2-RC 1 Wireless Rain Sensor Combo, includes 1 receiver and 1 rain sensor transmitter. POC1 ITI Point of Connection 2" 1 Existig site irrigaiton main line . Irvine Ranch Water District -Reclaimed Connection POC2 IZi Point of Connection 2" 1 Existig site irrigaiton main line . Irvine Ranch Water District -Reclaimed Connection rriga ' ral :PVC dule _Purple Pipe 2,614 I& Irrigation Mainline: PVC Schedule 40 Purple Pipe 1,296 I.f. Pipe Sleeve: PVC Schedule 40 1,092 I.f. Valve Callout Valve Number ## Valve Flow Valve Size IRRIGATION NOTES VERIFICATION: The system is based on a static 95 p.s.i. and 24 g.p.m. available at the discharge outlet of the meter or other point of connection. The contractor shall verify the same at the award of the contract. The contractor shall notify the Landscape Architect immediately if the data is significantly different and would adversely affect the operation of the system. Such notice shall be in writing and shall occur within 5 days of contract award for projects anticipated to take two weeks or longer or 72 hours prior to commencement. SCHEMATIC: The system features are shown schematically for graphic clarity: install all piping and valves in common trenches (the minimum cover noted in the legend is required for the upper most line) where feasible and inside planting areas. Valves and main lines shall be located in planter areas. CODES: The irrigation system and all other mechanical, electrical, and structural systems shall be installed in accordance with all federal, state, and local codes and manufacture specifications recommendations and requirements. Notify the Landscape Architect immediately in writing prior to signing a contract with the owner of any conflicts. Conflicts noted after signing or after the commencement of work shall be the sole responsibility of the contractor. HEAD ALLOWANCE: The contractor is required to provide the owner with a complete project. He/she shall install any additional heads, nozzle changes, valves, irrigation lines, wire, etc. as necessary to accommodate any necessary field changes. The contractor shall make all needed changes as directed by the Landscape Architect and provide the owner with a complete project at no additional cost to the owner. CHECK VALVES: Install check valves at the base of any heads that display low end drainage. These shall be included in the contractors price and shall be added as directed by the Landscape Architect and provide the owner with a complete project with no additional cost to the owner. SLEEVING: The contractor shall be responsible for providing adequately sized sleeving for all irrigation pipes, landscape lighting and other components. The drawings are intended to be used as a guide only. Sleeves shall be clearly marked during construction and shall occur under all paved areas and shall extend 1' minimum beyond all paving. Sleeves must be 2x the diameter of pipe running through it. GUARANTEE: The contractor shall guarantee the irrigation system and all its components for the period of one year after final acceptance by the Landscape Architect. The contractor shall be responsible for all materials and labor associated with the guarantee, including but not limited to the loss of plant material or damage to structures due to the failure of the irrigation system. ELECTRICAL SERVICE: All exposed 110V wires shall be placed in rigid metal conduit and hard wired directly to 110V service. All exposed low voltage wire for irrigation and lighting shall also be placed in rigid metal conduit. VALVE BOXES: Unless specifically noted valves boxes shall be installed in the following colors by area of landscape. Lawn: Green box and lid Spreading ground covers: Green box and lid Bark Mulch: Black box and lid Shrub area: Black box and lid Decomposed Granite: ■ Cobble / Gravel: Black box and lid http://www.tustinca.org/civicax/filebank/b Tatars Total Landscape Area 14,520 Site wide ETAF '25 ETWU Total 136,605.7 Maximum Allowed Water Allowance (MAWA)f 195,262 ID=25464 /\ IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEL/DESCRIPTION - - 0 * - - Rain Bird RWS-B-C-P 1401 1 402 � 404 � 408 Root Watering System with 4.0" diameter x 36.0" long with locking grate, semi-rigid mesh tube. Check Valve and Purple Grate. Rain Bird bubbler option as indicated: 1401 0.25 gpm, 1402 0.5 gpm, 1404 1.0 gpm, 1408 2.0 gpm. QTY PSI 80 30 ctmonv GASOLENE # 122 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY 2655 EL CAMINO REAL ® TUSTIN, CA 92782 Rain Bird XCZ-100-PRB-R 2 Wide Flow Drip Control Kit for Commercial Applications. Purple Cap designates for Reclaimed Water, Non -Potable Use. 1" PESBR Valve and 1" Pressure Regulating 40psi Basket Filter. 0.3gpm to 20gpm. Rain Bird XCZ-150-LCS 8 High Flow Control Zone Kit, for Large Commercial Drip Zones. 1-1/2" PESBR Globe Valve with single 1-1/2" Pressure Regulating (40psi) Quick -Check Basket Filters. Flow range: 15-62gpm. Install with purple hande for reclaimed water. Rain Bird MDCFPCAP 10 Dripline Flush Valve purple cap in compression fitting coupler. For non -potable water use. �A Netafim 65ARIA075 9 3/4" Male Pipe Thread Guardian Air/Vacuum Relief Vent. Install in Subsurface systems. On sloping terrain to prevent collapsing of pipes. UV Resistant. Maximum Pressure: 150 psi. Area to Receive Dripline Rain Bird XFS-CV-06-12-NP 15,757 s.f. XFS-CV Non potable On -Surface Landscape Dripline with a Heavy -Duty 4.3 psi Check Valve. 0.6 GPH emitters at 12" O.C. Dripline laterals spaced at 12" apart, w/ emitters offset for triangular pattern. Specify XF insert fittings. Available Only in CA SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY Rain Bird PESBR-PRS-D 6 1", 1-1/2", and 2" Durable Chlorine -Resistant Valves for Reclaimed Water Applications. With Scrubber Mechanism Technology, Purple Flow Control Handle, and Pressure Regulator Module. 0 Buckner -Superior QB44AT-NP 6 1" Brass Quick Coupling Valve. Two -Piece, ACME Thread with Locking Purple Non -Potable Tuff Top Li for Reclaimed Water Use. Nibco T -580 -S6 -R -66 -LL 2 Stainless steel ball valve shut off valve © Rain Bird ESP8LXME with (01) ESPLXMSM12 1 20 Station Commercial Controller. Mounted on a Plastic Wall Mount. Without flow sensing. ® Rain Bird IQ -NCC -WF 1 IQ NCC Phone Cartridge upgrades ESP -LX Series controllers to IQ satellite controllers. Includes embedded WiFi wireless network modem w/antenna connector, and internal antenna for plastic controller enclosures. WPA/WPA2 encryption supported. ® Rain Bird WR2-RC 1 Wireless Rain Sensor Combo, includes 1 receiver and 1 rain sensor transmitter. POC1 ITI Point of Connection 2" 1 Existig site irrigaiton main line . Irvine Ranch Water District -Reclaimed Connection POC2 IZi Point of Connection 2" 1 Existig site irrigaiton main line . Irvine Ranch Water District -Reclaimed Connection rriga ' ral :PVC dule _Purple Pipe 2,614 I& Irrigation Mainline: PVC Schedule 40 Purple Pipe 1,296 I.f. Pipe Sleeve: PVC Schedule 40 1,092 I.f. Valve Callout Valve Number ## Valve Flow Valve Size IRRIGATION NOTES VERIFICATION: The system is based on a static 95 p.s.i. and 24 g.p.m. available at the discharge outlet of the meter or other point of connection. The contractor shall verify the same at the award of the contract. The contractor shall notify the Landscape Architect immediately if the data is significantly different and would adversely affect the operation of the system. Such notice shall be in writing and shall occur within 5 days of contract award for projects anticipated to take two weeks or longer or 72 hours prior to commencement. SCHEMATIC: The system features are shown schematically for graphic clarity: install all piping and valves in common trenches (the minimum cover noted in the legend is required for the upper most line) where feasible and inside planting areas. Valves and main lines shall be located in planter areas. CODES: The irrigation system and all other mechanical, electrical, and structural systems shall be installed in accordance with all federal, state, and local codes and manufacture specifications recommendations and requirements. Notify the Landscape Architect immediately in writing prior to signing a contract with the owner of any conflicts. Conflicts noted after signing or after the commencement of work shall be the sole responsibility of the contractor. HEAD ALLOWANCE: The contractor is required to provide the owner with a complete project. He/she shall install any additional heads, nozzle changes, valves, irrigation lines, wire, etc. as necessary to accommodate any necessary field changes. The contractor shall make all needed changes as directed by the Landscape Architect and provide the owner with a complete project at no additional cost to the owner. CHECK VALVES: Install check valves at the base of any heads that display low end drainage. These shall be included in the contractors price and shall be added as directed by the Landscape Architect and provide the owner with a complete project with no additional cost to the owner. SLEEVING: The contractor shall be responsible for providing adequately sized sleeving for all irrigation pipes, landscape lighting and other components. The drawings are intended to be used as a guide only. Sleeves shall be clearly marked during construction and shall occur under all paved areas and shall extend 1' minimum beyond all paving. Sleeves must be 2x the diameter of pipe running through it. GUARANTEE: The contractor shall guarantee the irrigation system and all its components for the period of one year after final acceptance by the Landscape Architect. The contractor shall be responsible for all materials and labor associated with the guarantee, including but not limited to the loss of plant material or damage to structures due to the failure of the irrigation system. ELECTRICAL SERVICE: All exposed 110V wires shall be placed in rigid metal conduit and hard wired directly to 110V service. All exposed low voltage wire for irrigation and lighting shall also be placed in rigid metal conduit. VALVE BOXES: Unless specifically noted valves boxes shall be installed in the following colors by area of landscape. Lawn: Green box and lid Spreading ground covers: Green box and lid Bark Mulch: Black box and lid Shrub area: Black box and lid Decomposed Granite: Brown box and lid Cobble / Gravel: Black box and lid PLANT ESTABLISHMENT WITH DRIP IRRIGATION: All planting areas including pots irrigated with drip irrigation or low volume irrigation components shall be hand watered by the installer until the plant materials root zones have established enough to effectively access the irrigation water from the drip systems. MAINLINE SIZING: Mainline shall be sized as follows, based on maximum GPM demand: 0-10 GPM: 1" Schedule 40 PVC Pipe 10-18 GPM: 1-1/4" Schedule 40 PVC Pipe 18-26 GPM: 1-1/2" Schedule 40 PVC Pipe 26-40 GPM: 2" Class 315 PVC Pipe 40-60 GPM: 2 1/2" Class 315 PVC Pipe 60-95 GPM: 3" Class 315 PVC Pipe COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com CCAINC C U M M IN G S C UR L E Y AND ASSOC IAT ES, INC L A N D S C A P E A R C H I T E C T S 3633 LONG BEACH BOULEVARD, SUITE 300 LONG BEACH, CALIFORNIA 90807 TEL. 562.424.8 182 CA 3583 AZ 301 00 NV 578 TX 3337 UT 377204 CLARB 3 1 9 PERMIT SET 0 20' 40' 80' 1 if = 40'-0" �ANDSCA q Cur le,, o \ ' ti\ 12.31 RENEWAL DATE 10.03.19 DATE STgTF OF CAL\FO��\P © CCA, Inc. All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from CCA, Inc. 1.25.201S PERMIT RESUBMITTAL 05.07.19 PERMIT 05.07.19 BID SET 0 10.03.19 PERMIT RESUBMITTAL I AS -BUILT ISSUE 17-9954 PM: DRAWN: RC JULY 19, 2018 IRRIGATION PLAN /2\ CTION VIEW 4 -INCH GRATE BUBBLER MAINLINE, MAINLINE LATERAL WIRING IN LATERAL, AND PIPE PIPE CONDUIT FINISH GRADE PVC SCH 40 TEE OR ELL WIRING IN THE PVC LATERAL PIPE SAME TRENCH NP CAP FOR NON -POTABLE 1 FINISH GRADE/TOP OF MULCH O 0 INSTALLATIONS ROOT WATERING SYSTEM: VALVE BOX WITH PURPLE NP COVER: RAIN BIRD VB 30 LINEAR LENGTH OF WIRE, RAIN BIRD EASY FIT — COMPRESSION ADAPTER \\ \\ RAIN BIRD RWS BCG SOCK 1 2 3 4 5 6 7 8 9 10 �3 -INCH COILED EASY FIT COMPRESSION COUPLING: (INCLUDES BUBBLER) �4 WATERPROOF CONNECTION: RAIN BIRD MDCFCOUP ��A� 1 I DED IN XCZ-PRB-1 0 -COM KIT) LANDSCAPE DRIPLINE TUBING: O�A� PEA GRAVEL -FILL TO BOTTOM OF BUBBLER V�O / ID TAG RAIN BIRD PURPLE LANDSCAPE PLAN VIEW a °°///� 7 REMOTE CONTROL VALVE: DRIPLINE XFS-P-o9-12 (12) WIRE W/O CONDUIT 1/2 -INCH PVC SCH 80 NIPPLE RAIN BIRD PESB (INCLUCED IN 1 ad ° 1/2 INCH 90 -DEGREE ELBOW XCZ-PRB-100-COM KIT) 08 PRESSURE REGULATING QUICK 1 2 CHECK BASKET FILTER: RAIN BIRD PRB-QKCHK-100 O a° SWING PIPE, 12 -INCH SWING ASSEMBLY (INCLUDED IN XCZ-PRB-100-COM KIT) O PVC SCH 40 FEMALE ADAPTOR ° 11 1 0 LATERAL PIPE 0 QOO OO�yn000 O &a9000 0 O O O1 1 PVC SCH 80 NIPPLE (LENGTH AS TIE A 24 INCH LOOP IN RUN WIRING BENEATH ALL SOLVENT WELD ALL WIRING AT CHANGES PVC SCH 40 TEE OR ELL REQUIRED) 12 PVC SCH 40 ELL AND BESIDE MAINLINE. PLASTIC PIPING TO OF DIRECTION OF 30° 13 PVC SCH 80 NIPPLE2 IN CH LEN EARAINI MMDCFCOON TAPE AND BUNDLE AT BE SNAKED IN OR GREATER. UNTIE LATERAL PIPE HIDDEN) AND PVC SCH 40 ELGTH, 14 PVC SCH 40 TEE OR ELL BIRD UPcouPLNG: 10 FOOT INTERVALS. TRENCH AS SHOWN AFTER ALL CONNECTIONS EASY FIT PURPLE HAVE BEEN MADE. 15 MAINLINE PIPE COMPRESSION FLUSH CAP: 4 -INCH BASKET WEAVE CANISTER 16 3 TH OF 3/4 -INCH RAIN BIRD MDCFPCAP LENGTH TO BE EXTENDED AS NEEDED TO WASHED GRAVEL NOTES: BOTTOM OF PLANTING PIT 13 14 15 1 6 17 17 PVC SCH 80 NIPPLE, CLOSE (INCLUDED IN XCZ-PRB-100-COM KIT) 1. SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH SCHEDULE 40 PVC TWICE THE DIAMETER OF POSITION 2-3 UNITS (OR MORE) EVENLY SPACED AROUND PLANT. FOR NEW TREES PLACE NEAR 18 R.W. WARNING TAGS ON ALL VALVES NOTES: THE PIPE OR WIRE BUNDLE WITHIN. ROOT BALL. FOR EXISTING TREES PLACE HALF THE DISTANCE BETWEEN CANOPY EDGE AND tO LATERAL AND EMITTER SPACING DEPENDS ON SOIL TYPE. 2. FOR PIPE AND WIRE BURIAL DEPTHS SEE SPECIFICATIONS. TREE TRUNK. INSTALL PRODUCT WITH TOP EVEN WITH FINISH GRADE OR THE TOP OF MULCH (1) PIPE & WIRE TRENCHING (6) DEEP WATERING BUBBLER - NP 12 XCZ-PRB-100-COM ZONE KIT -NP DRIPLINE LATERALS NP NOT TO SCALE NOT TO SCALE NOT TO SCALE14 NOT TO SCALE 2" IN GROUND COVER AREAS 2" IN SHRUB/GROUNDCOVER AREAS\ 0 RAIN BIRD PE/BPE SERIES MASTER VALVE(S) FLUSH IN TURF AREAS NOTE: SCHEDULE 40 PVC TO QUICK 1 PVC EXHAUST HEADER O FLUSH IN TURF AREAS 10" X 10-1 /4" ROUND PLASTIC VALVE 02 36 -INCH LENGTH OF COILED WIRE TO SATELLITE CONTROLLER MASTER VALVE CIRCUIT ALL VALVES TO BE INSTALLED COUPLER (SEE PLAN) IN GROUND COVER AREAS 1 2 3 4 5 OPVC SCH 40 TEE OR EL (TYPICAL) BOX W/ COVER MARKED'IRRIGATION GATE' REFER TO PLANS AND SPECIFICATIONS FOR APPROVED O 3.0—INCH MINIMUM DEPTH OF 3/4—INCH WASHED GRAVEL R.W. WARNING TAG ON ALL VALVES WHERE POSSIBLE RCV STATION NUMBER TAG 30BARB X MALE FITTING: RAIN BIRD XFD—MA FITTING (TYPICAL) OFLUSH POINT (TYPICAL) FP SEE RAIN BIRD DETAIL "XF-SDI FLUSH POINT" OR MANUFACTURERS. PURPLE PLASTIC NON -POTABLE 4 0 BRICK 1 OF 4 ( ) PURPLE PLASTIC 9-1/2" X 16" X 11" "XF—SDI FLUSH POINT WITH BALL VALVE" O PERIMETER OF AREA R.W. WARNING TAG ON ALL VALVES O VALVE BOX WITH COVER — 12—INCH SIZE VALVE BOX REFER TO PLANS & SPECS FOR MANUFACTURERS PERIMETER DRIPLINE PIPE TO BE INSTALLED 2"-4" © FINISH GRADE 2"-4, O RAIN BIRD FS SERIES SENSOR 'SNAP-TITE' WIRE CONNECTOR FROM PERIMETER OF AREA OPVC SUPPLY MANIFOLD LINE SIZE BALL VALVE KIT OR APPROVED EQUAL; O CONNECTION FROM SUPPLY MANIFOLD TO DRIPLINE REFER TO PLAN AND SPECIFICATIONS FOR TYPE AND APPROVED g 36 -INCH LENGTH OF COILED PE -CABLE TO FLOW SENSING EQUIPMENT AT SATELLITE CONTROLLER PROVIDE MIN. 24" CURL - TYPE EXPANSION LOOP (TYPICAL)- SEE INSET A SUB -SURFACE DRIPLINE PIPE: MANUFACTURERS. MOUNT AS ASSEMBLY Q X — o PVC PIPE 7 RAIN BIRD XF—SDI SERIES DRIPLINE (TYPICAL) 10 Ys" POLYETHYLENE BLANK TUBING: DEPICTED O SEE SITE CONTROL SPLICE. SEE FLOW SENSOR (LENGTH AS REQUIRED RAIN BIRD XF SERIES BLANK TUBING 10" MIN. O.D. PLASTIC PIPE WIRING DETAIL FOR WIRING DIAGRAM _ ELECTRIC CONTROL VALVE: 11 AIR RELIEF VALVE: RAIN BIRD AR VALVE KIT EXTENSION LENGTH AS REQUIRED — REFER TO IRRIGATION $ SEE RAIN BIRD DETAIL "AIR RELIEF VALVE KIT" 10 CONCENTRIC REDUCER LEGEND 9 6 6 SCHEDULE 40 PVC MALE O � SCHEDULE 40 PVC PRESSURE MAINLINE �/ � 5 <` / 5 2 1 ADAPTER (2 REQUIRED) SCHEDULE 40 PVC NON -PRESSURE LATERAL 10 AR 12 13 7 LINE 14 SCHEDULE 80 PVC COUPLING (2 REQUIRED) 10 8 10 MINIMUM 1 CUBIC p FOOT GRAVEL WITH 11 FP g CLEARANCE ABOVE FOR 6" SCHEDULE 80 PVC NIPPLE VALVE MAINTENANCE 1 (2 REQUIRED) COMMON BRICKS NOTE: Doo°o moo°°°on 00°0�� FLOW °o° 0 00 0°0n oog� %0p 0°00)0 �0 00 0 0° OOoU DIRECT BURIAL CONTROL INSET A 12 BARB X FEMALE FITTING: ALL VALVE BOXES TO BE INSTALLED IN GROUND (MIN. 2 REQUIRED) MINIMUM 1 CUBIC 4 3 4 3 AND GROUND WIRES RAIN BIRD XFD-TFA-075 FITTING COVER AREAS; REFER TO PLAN FOR LOCATIONS. 5X NOTE: 13 PVC NIPPLE, LENGTH AS NECESSARY FOOT GRAVEL TEFLON TAPE SHALL BE APPLIED TO ALL THREADED 10X DIAMETER OF PIPE DIAMETER OF PIPE PRESSURE MAIN LINE 1. DISTANCE PLANT BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, 14 PVC SCH 40 TEE OR EL MATERIALS AND CHANGES IN ELEVATION. SEE RAIN BIRD XF—SDI DRIPLINE CONNECTORS SCHEDULE 40 PVC TEE INSTALLATION GUIDE FOR SUGGESTED SPACINGS. 2 BALL VALVE 7 NTROL ASTER VALVE CLOSED) 10 ELECTRIC CONTROL VALVE -NP 15 SUB -SURFACE DRIPLINE LAYOUT NOT TO SCALE MOUNTED FLOWS NSORRMALLLY AND TOEE NOT TO SCALE NOT TO SCALE R.W. WARNING TAG 4" MIN. CLEARANCE ON ALL VALVES ° FINISH GRADE/TOP OF MULCH QUICK -COUPLING VALVE 24"BLE TH PAVING WITH NP CAP - NON -POTABLE /������ ��� PAVINo INSTALLATION 0 DITCH PURPLE VALVE BOX W/ COVER 6 SIZE- NON-POTALBE EASY FIT COMPRESSION TEE: RAIN BIRD MDCFTEE -INCH BRASS NIPPLE (LENGTH AS REQUIRED) LANDSCAPE DRIPLINE TUBING: SLEEVES 3 -INCH MINIMUM DEPTH OF RAIN BIRD LANDSCAPE DRIPLINE 3/4 -INCH WASHED GRAVEL PVC CAP (TYPICAL) 18" MIN.BRASS STREET ELL cuu11w1 FINISH GRADE _ BRICK (1 OF 2) 24" MIN. TO BRASS NIPPLE TIE DOWN STAKE: RAIN BIRD LD16STK FINISH GRADE (LENGTH AS REQUIRED) PAVING BRASS STREET ELL //// /////%/%/% /X/% PVC MAINLINE PIPE \ \\ \\\\ \\ \\ \\ \\ \\ \\\\\\ \�\�\�\�\���\' `\�\ 18' \ MIN. 24 MAX' jAA/AA/AA/A�/AA/A/AA/AA/AA/AA/A/� SPEARS TRANSITION FITTING VAA�VAA VA�VA VAA/VLl SA VAA VAA VAA/\ �AA� � WITH SS COLLAR %VAA PVC CAP BRASS ELL (TYPICAL) #4 REBAR STAKE NOTES: W/ STAINLESS STEEL GEAR NOTE(S): 1. ALL PVC IRRIGATION SLEEVES TO BE SCHAD PIPE. CLAMPS OR EQUIVALANT SUPPORT SYSTEM IF PUTTING LANDSCAPE DRIPLINE UNDER SOIL, DO NOT BURY MORE THAN 2" BELOW GRADE AND INCLUDE AIR RELIEF VALVE (SEE DRAWING— "AIR RELIEF VALVE 2. ALL JOINTS TO BE SOLVENT WELDED AND WATERTIGHT. NOTE: KIT -AR VALVE KIT"). 3. WHERE THERE IS MORE THAN ONE SLEEVE, 1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL EXTEND THE SMALLER SLEEVE TO 24 -INCHES MINIMUM ABOVE FINISH GRADE. TO NOMINAL QUICK COUPLING VALVE INLET SIZE. 4. MECHANICALLY TAMP TO 95% PROCTOR. 2. TEFLON TAPE SHALL BE APPLIED TO ALL THREADED CONNECTORS 3 SLEEVING 8 QUICK -COUPLING VALVE - NP 11 DRIPLINE BELOW GRADE NOT TO SCALE NOT TO SCALE NOT TO SCALE 1O WALL OF BUILDING 02 RAIN SENSOR PER PLAN 2 4 18 1 2 3 3" 03 FEMALE ADAPTER (SLIP X FIPT) 4O 3/4 -INCH SCH.80 PVC PIPE 05 SECURE WITH APPROVED PIPE ANCHOR (1 OF 3) 06 90° EL (SLIP X SLIP) 16 4 3„ 2 07 WIRE TO IRRIGATION CONTROLLER 3 17 — 16 5 ® I _ 6 1 TURF GRASS �OOO Oo00 OOOO 0� 0 O O O 0 00 00 0 0 0 0 SUBTERRANEAN EMITTER BOX: 6 4 18 0000 000 000 000 0 0 RAIN BIRD SEB 7X8 0 00 3O AIR/VACUUM RELIEF VALVE: 0000o 4 3 0O0 NETAFIM GUARDIAN OOOO O FINISH GRADE 000 OOOO O Oo0oo0 0000 O5 PVC SCH 40 TEE 5 TOP VIEW O PVC HEADER PIPE 7 $ 07 BRICK (1 OF 2) O 3" MINIMUM DEPTH OF 7 %4" WASHED GRAVEL 4 IRRIGATION RAIN SENSOR 12 SUB -SURFACE AIR/VACUUM RELIEF NOT TO SCALE Ol FINISH GRADE/TOP OF MULCH NOT TO SCALE OVALVE BOX WITH PURPLE NP COVER: 1 2 3 4 5 6 7 RAIN BIRD VB -STD OREMOTE CONTROL VALVE: RAIN BIRD 150-PESB (INCLUDED IN Ooursloe wAu XCZ-PRB-150-COM KIT) O PRESSURE REGULATING QUICK CHECK BASKET FILTER: 1 O 1 TWO—WIRE DECODER CONTROLLER: � /�\�` RAIN BIRD PRB-QKCHK-100 (INCLUDED IN XCZ-PRB-150-COM KIT) RAIN BIRD ESP TWO—WIRE DECODER CONTROLLER IN LXMM O ID TAG METAL CABINET WITH OUTSIDE WALL MOUNT. INSTALL CONTROLLER AND CABINET ON WALL PER MANUFACTURER'S 8 O WATERPROOF CONNECTION: RECOMMENDATIONS. 07 30 -INCH LINEAR LENGTH OF WIRE, COILED O JUNCTION BOX 9 O 1—INCH CONDUIT AND FITTINGS TO POWER SUPPLY8 PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 ELL OO ®POWER SUPPLY WIRE 8 y 9 00 0 1 0 PVC SCH 80 NIPPLE (2 -INCH LENGTH, HIDDEN) 1 2 3 4 5 OS 2 -INCH CONDUIT AND FITTINGS FOR TWO -WIRE CABLE 0 AND PVC SCH 40 ELL O 1 1 PVC SCH 40 TEE OR ELL e p OQDp © MAXICABLE TWO WIRE PATH TO DECODERS USE A DIFFERENT CABLE JACKET COLOR FOR EACH PATH. 2 MAINLINE PIPE i�/�/�/ Ol FINISH GRADE/TURF /�/�/�/ 1 3 LATERAL PIPE ° 1 4 PVC SCH 40 FEMALE ADAPTOR 02 FLUSH CAP FOR EASY FIT COMPRESSION FITTINGS: 2 5 15 3 -INCH MINIMUM DEPTH OF 3/4 -INCH WASHED POTABLE: RAIN BIRD MDCFCAP NON -POTABLE: RAIN BIRD MDCFPCAP NOTES: GRAVEL 1 6 PVC SCH 80 NIPPLE, CLOSE (INCLUDED IN OEASY FIT COUPLING: 1. ESP—LXD CONTROLLER COMES WITH 50 STATIONS AVAILABLE. 3 TWO ADDITIONAL 75 STATION ESPLXD—SUM75 MODULES MAY XCZ-PRB-150-COM KIT) 7 PVC SCH 40 TEE (INCLUDED IN RAIN BIRD MDCFCOUP 04 SUBTERRANEAN EMITTER BOX: BE ADDED TO EXPAND THE CONTROLLER UP TO 200 TOTAL STATIONS. 10 11 2 13 14 15 16 17 18 XCZ-PRB-150-COM KIT) 18 PVC SCH 40 ELL (INCLUDED IN o ° o O RAIN BIRD SEB 7XB °0°cIJ°°O0°Oo0°0°cl� o O LANDSCAPE DRIPLINE TUBING: 4 2. USE STEEL CONDUIT FOR ABOVE GRADE AND SCH 40 PVC 6 CONDUIT FOR BELOW GRADE CONDITIONS. SIDE VIEW XCZ-PRB-150-COM KIT) 19 R.W. WARNING TAGS ON ALL VALVES RAIN BIRD XF—SDI DRIPLINE POTABLE: XFS SERIES 3. PROVIDE PROPER GROUNDING COMPONENTS TO ACHIEVE GROUND RESISTANCE OF 10 OHMS OR LESS. NON—POTABLE: XFSP SERIES O 3 -INCH MINIMUM DEPTH OF 6 7 3/4 -INCH WASHED GRAVEL O BRICK (1 OF 2) NOTE: NOTE: GROUNDING SHOULD BE TO 10 OHMS OR LESS EARTH GROUND. 1. ALLOW A MINIMUM OF 6 -INCHES OF DRIPLINE TUBING IN VALVE BOX IN ORDER TO DIRECT FLUSHED WATER OUTSIDE VALVE BOX. (RWALL MOAT IR GATION CONTROLLER 9 �-PB-150-CO ZONE KIT -NP 13 SUB-SFACE DRIPLINE FLUSH POINT TTOSCALE NOT TO SCALE NOT TO SCALE Q�ASOI.� cbsmo # 122 2655 EL CAMINO REAL TUSTIN, CA 92782 r,(111 11 WHOLESALE CORPORATION I 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com CCAPINIS C U M M I N G S C UR L E Y AND ASSOCIAT ES, INC L A N D S C A P E A R C H I T E C T S 3633 LONG BEACH BOULEVARD, SUITE 300 LONG BEACH, CALIFORNIA 90807 TEL. 562.424.8 182 CA 3583 AZ 30 1 00 NV 578 TX 3337 UT 377204 CLARB 3 1 9 PERMIT SET 0 20' 40' 80' 1 to = 40'-0" / Lp,NDSCgpFO ? � Gurley `Vo QC'yi SIGNATU t 12.31 10 RENEWAL DATE 10.03.19 DATE �F OF r.AL\FOP o CCA, Inc. All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from CCA, Inc. 01.25.2019 PERMIT RESUBMITTAL 05.07.19 PERMIT 05.07.19 BID SET 0 10.03.19 PERMIT RESUBMITTAL AS -BUILT ISSUE 17-9954 PM: DRAWN: RC JULY 19, 2018 IRRIGATION DETAILS L1-02 II 11 225W LED FLAT LENS - 1" NONSH 1" CHAMFER FINISH GRADE NEW LIGHT FIXTURE(P) EXISTING LIGHT FIXTURE(PE) +0.0 +0.3 +0.7 +0,6 +0.6 +0.6 +0-6 +0.5 +0.6 +0.4 I14 I� L l100 �t +0.6 +0 0 +0 0 +0 0 +o,o to +0 0 +0 0 +0.1 +0 3 +0.6 +0.7 +1 0 +0.6 +0.4 +0 2 +0.3 +0.5 +0.7 +0 9 +0.7 +0.5 +0.2 +0 1 +0.2 A0. 2 +0.3 +0 3 +0.4 -'-1 0 +2 4 +2 3 +0.9 +0.7 t 6 +0.7 +0.8 +0.8 +0 8 +0 8 +0.8 +0.8 +0.7 +0.7 +0.7 +0.8 +0.6 +0 5 +0.2 PLAN NOTES: O1 NEW CANOPY LIGHT IN NEW CANOPY. 2O EXISTING POLE AND FIXTURES TO REMAIN. O3 E.C. TO REMOVE AND RELOCATE EXISTING POLE AS SHOWN. DEMOLISH EXISTING BASE. PROVIDE HEAVY DUTY TRAFFIC RATED WEATHERPROOF J -BOX AT EXISTING POLE LOCATION. EXTEND FEEDER TO NEW LOCATION. PROVIDE NEW BASE AT NEW LOCATION. RELOCATE POLE AND HEADS TO NEW LOCATION. MAINTAIN CIRCUIT CONTINUITY. ® E.C. TO SEAL UNDERGROUND CONDUITS WITHIN 10' OF ENTERING GROUND ON BOTH ENDS. SEAL POLE AND ASSOCIATED J -BOX. PROVIDE EXPLOSION -PROOF -RATED J -BOX AND OTHER ELECTRICAL DEVICES NEAR FUELING FACILITY. REFER TO NEC ARTICLE 514. O5 E.C. TO INSTALL NEW BASE AND NEW POLE PER DETAIL / THIS SHEET. IF THEY'RE IN GOOD PROVIDE NEW FIXTURES AS SHOWN. EXTEND FEEDERS FROM NEARBY EXISTING CIRCUIT. FIELD VERIFY. FIXTURE DESCRIPTION GA 96W LED, SURFACE SYMETRIC DOWN LIGHT, 16' MOUNTING HEIGHT PE 40OW MH, EXSITING, 29'-6" MOUNTING HEIGHT WITH 2'-6" BASE. PP 225W LED, GLEON-AF-04-LED-E1-5MQ-7050, 29'-6" �' MOUNTING HEIGHT WITH 2'-6" BASE. SITE PLAN SCALE: 1" = 40'-0" w F - Q 0 z O w ry L o LJ a m - w w 0 0 LA- w 0 0 Lu w U)(1)V) V) •imrz r r 0 0 Lo Lo 0 0 Lo 00 �CD Q ��Lo o W oom yy �' L o LJ a m - w w 0 0 LA- w 0 0 Lu w U)(1)V) V) •imrz r r 0 0 Lo Lo 0 0 Is Lo �CD Q ��Lo W oom � Q °0 E- I 0) O EQ I � Lo >O CC� ►- 4 p4 � C`o\2 zWoz W ouzo .. cn�DW cn Is C\2 '-4 � � EQ 0) cn � � O �® OO wcn W� �� LOE�- Is 100'-Z 112" SITE CONTEXT PLAN AN AVE. SOUTH ELEVATION AND DISPENSER ISLANDS (NORTH SIMILAR SCALE: 114" = V-0" 126' - 0" CAMINO REAL PROPOSED GAS STATION EAST ELEVATION AND DISPENSER ISLANDS (WEST SIMILAR SCALE: 114" = V-0" ENCLOSURE ELECTRICAL ENTRY SCALE: 114" =1 0" CAMEL (ppG) #PCTT20169 ENCLOSURE ELEVATION AWAY FROM CANOPY SCALE: 114" =1'-0" L.�JJ COLONIAL WHITE (PPG) #PPCT80145 COSTCO WHOLESALE SAFETY RED SW4081 - SHERWIN WILLIAMS ,■ � I ilw1 ENCLOSURE ELEVATION FACING CANOPY SCALE: 114" =1'-0" LAPIS LAZULI SW1805 - SHERWIN WILLIAMS ` E "ANGELS" SMOOTH DACE CMU TO MATCH WAREHOUSE A.. ENCLOSURE STORAGE ENTRY SCALE: 114" =1'-0" "ANGELUS" SPLIT FACE CMU TO MATCH WAREHOUSE PROPOSED ELEVATIONS TUSTIN RANCH, CA JANUARY 25, 2019 1 COSTOW TUSTIN RANCH, CA # 122 2655 EL CAMINO REAL TUSTIN, CA 92782 94-1380-23 01125119 PROPOSED ELEVATIONS DD31-06 ® MG2, Inc All rights reserved. No pert of this document may be reproduced in any form or by any means without permission in writing from M02, Inc 2 / ENCLOSURE ELECTRICAL ENTRY SCALE: 114" =1 0" CAMEL (ppG) #PCTT20169 ENCLOSURE ELEVATION AWAY FROM CANOPY SCALE: 114" =1'-0" L.�JJ COLONIAL WHITE (PPG) #PPCT80145 COSTCO WHOLESALE SAFETY RED SW4081 - SHERWIN WILLIAMS ,■ � I ilw1 ENCLOSURE ELEVATION FACING CANOPY SCALE: 114" =1'-0" LAPIS LAZULI SW1805 - SHERWIN WILLIAMS ` E "ANGELS" SMOOTH DACE CMU TO MATCH WAREHOUSE A.. ENCLOSURE STORAGE ENTRY SCALE: 114" =1'-0" "ANGELUS" SPLIT FACE CMU TO MATCH WAREHOUSE PROPOSED ELEVATIONS TUSTIN RANCH, CA JANUARY 25, 2019 1 COSTOW TUSTIN RANCH, CA # 122 2655 EL CAMINO REAL TUSTIN, CA 92782 94-1380-23 01125119 PROPOSED ELEVATIONS DD31-06 ® MG2, Inc All rights reserved. No pert of this document may be reproduced in any form or by any means without permission in writing from M02, Inc 2 7 •T }sMIL em�[[ At Ell MAO ■�� R � ��%{: .�•� �1:: r. o G O •� e� y. gyp' fit? W�, Wil: .+� , f: • -..� •.w' �` j\ � ,'d�',y .�: .n:° a u • - '4 : it '.rr-" _��`�� '•�' r :i � �� p. _=,wtr•� 'v .. 1�t�wV • 5. -% . P it. •• r a i •MF.. l.: 4 ' l'N»wt x � P. 0�4 1.: :A1. .._.,.. t w"°.;:; 1k,:: M1 ski-'' .. I�,•.. e a w R- • .r:. r...: M•. .#. ' �• :k- �:: b.. .� � `,. � � ' .. .: '.*. :� �, , !'S .. �" rk ;•, , ... � �^ � . r#.,:.. cf .. u " Y l c k .. , t6rg;.. f14 ie .. a.' *" #.:;'� w rn : ^d'� .,'_fi... 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AYy -. t > 'q '+ w'f � s r,•4 x r " k a �' R a pts '%'�' G' :.. � l r w'..: � '^� re iE fi • w � o w # : e} p * ' „� b b Y SMT :yo m •Lha ,.. .- �' -if �Vy r r s"i_� TO •I+Y J m[�I�1►�U: [�l ■ �+Y�\ ■:4.`i J :I" I L I m �:�LI 1 Il m ' 1101 Second Ave, Ste 100 Seattle, WA 98101 206 962 6500 MG2.com