HomeMy WebLinkAboutTract Map 03334 Lot 6 Grading Plans LEGEND an oF rEMEcuu (coT)
OWNER ENGINEER APPLICANT CITY OF TEMECULA anNCHo cnuFORNin wnrEe oisTaicr (Rcwo)
COSTCO WHOLESALE FUSCOE ENGINEERING MG2 PA 16-0626 - COSTCO GAS STATION EXPANSION DESCRIPTION STANDARDS SYMBOL
999 IAKE DRNE SAN DIEGO, CA 92121 1101 SECOND AVENUE PROPOSED CONTOURS. . .
issnounH wn saov �asa� ssa-,soo eE��Evue, wn sa,o, TM 3334 - PARCELS A & D - L.L.A. N0. PA 99-0424 exisrwc coNrouRs '°58
vnx (asa) ss�-osas (zos) 9sz-ssoo
PRECISE GRADING PLAN PR°PERn �'"E _ _ _ —
LEGAL DESCRIPTION TOPOGRAPHY APN �oT uNE - - - -
CEMER LME . . . . . . . . . . . . . . . . . . _
PARCELS A AND D OF LOT LINE ADJUSTMENT N0. PA-99-0424 SURVEY PREPARED BY 921-810-014 >. �< � --�.. / � �AYLIGHT LME . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ii—u
RECORDED DECEMBER 3, 1999 AS INSTRUMENT N0. 99-528446 NSCOE ENGWEERING, INC. ; � �,,., ' \ ,��'�� � � SAWCUT LWE . . . . . . . . . . . . . . . . - -_ - __ __ _
OF OFFICIAL RECORDS OP RNERSIDE COUNtt, CALIFORNIA. DATED 04-18-2016 P „ �" . \ ' 2 , � ; �f, F��,� �� EASEMENT . - -
BENCHMARK ; e -� \-. � �.� , -�� !I� � - `� � FLOW DIRECTION AND SLOPE . . . . . . . . . . . . X%
2-t/2 BRASS DISK IN CONC. FLAGPOLE BASE. FROM THE INTERSECTION OF FRONT STREEf AND RANCHO CALIFORNIA � � ~� � � � J '� / \� \ \' � - - � � � � � - - � - - - - . . -
� � � � � � � ■ � � � ��i �� � . . , � _
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� r 1' '� .'" ' � i Evnrio
ROAD 7.0 MILES NORTHEAST ON RANCHO CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA AND J � A . �- �� ' , ;' " % � �� , '. �i�1� � EXISTING ELEVATION . . . . . . . . . . . . . . . . . . . . . . (29 a��1 �
MORAGA ROAD; 42 MILES NORTH ON MORAGA ROAD TO THE TEMEWLA UNION SCHOOL; 1 FOOT EAST OF THE � PRO.JECT SITE � � .<F``� ` � � '�-. � _: , � � �� , ", � . � �
FLAGPOLE. � ,� . 9 ` � 3 , .�.�� �, ,_ - . � /� . j�� 8" CURB _ _ . _ . . . . . _ .
�
`-� -" ,F /� � � DEfAIL B PER SHEEf 5 �
� 3 4 6 � �� � .� �� � � ��p ����A� /'� �� :� '� ` V CURB & GUTfER _ . . . . DEfNL A PER SHEET 5 � � �
T-30-81 ■ � . / �� �� , - � "��Z�� - . F'-R � � � � . ��� :, EXISTING SEWER _ .
ELEV = 1083J25 ; . ' , . . . . . . . . . . . . . . . _ � __-.
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� �'P � �� � � EXISTING � � �'• � ,, r D-:=+*- -..�--. .� -? - V '' �` �,' �� EXISTING ELECTRICAL LINE . . . . . . . . . . . . . . . . .
ENGINEER'S NOTICETO CONTR4CTOR � , , C� '� ' � ' , �� � � � � `_ , _ � ! — — - � � w.._ _ - � ExisriNc s1oeM oaniN �
1 . THE EXISTENCE AND LOCATION OF ANY UN�ERGROUN� UTILIiY PIPES Ok STRUCTURES SHOWN ON THESE PLANS '� � � �(G �� ppOPOSE� GAS � ;„ � � '�^ �� , , ; , -� � ,� �� EXISTING GAS . �� �
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ARE OBTAWED BY A SEARCH OF THE AVAIIABLE HECOR�S. THE COMRACTOk IS REQUIRED TO TAKE DUE s.^'r :" �� ��'� � � � L ���` ' , � : � i�"`� ' ' ' ' ' ' - ' ' � ' ' ' ' ' ' ' ' � ' � --- ' � �
PRECAUTIONARY ME4SURE5 TO PROTECT THE UTILITIES AND STRUCTURES SHOWN AND ANY OTHER LINES OR � �' �"�P ��� � STATION EXPANSION � . �� �.�� � -�� ��-�_ .� _ , _ � � � __. � � � I .__i EXISTING WATER LINE . . . . . . . . . . . . . . . . . . __ ._ „ .......
STRUCTURES NOT OF RECORD OR NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, � �� � y N �,, ' �� . '� _. t� " ,',--� � / r �, - - --- -�- - - - - - � -� . -- . <<'. - ..-. EXISTING IRRIGATION LME
, �
AND ANY DAMAGE TO THESE LWES OR STRUCTURES �. ; � �/ � ' � Fr � �� , � �
,� . / �� / i y�/,� ' i � � '�" �� ' EXISTING FIRE HYDRANT . . . . . . . . . . . . �f �yi
2. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLEfE RESPONSIBILItt FOR JOB SITE - � � ., � � � �+ '. r �) �' '� ��, EX�STING AREA�STREET LIGHTS - �
CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFEiY OF ALL PERSONS AND /�� � �/ �. A � � ' / � .�' � � . ��-� '�.., . PARCEL A � - - - - - - � � � CI �: .
PROPERtt; THAT THESE REQUIREMENTS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING �� � ' � � � ! � ,� I LLA NO. BJ-O4Z4 EXISTING SWFM DRAIN INLET�MANHOLE . . . . . . . . . . . . . . . . . . �
n I .' ,
HOURS AN� TNAT THE CONTRACTORS SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND ENGINEER HARMLESS � : . � I I I - � � � i �' �
.
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FROM ANY AN� ALL LIABILIN, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS ' � '� EXISTING SEYlER MANAHOLE . ��
- "�' � _ . . _ .
PRWECT, EXCEPTING FOR LIABILIN ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER, OR �� , . I� �/ � � I I I � � _ � / , ; � / I' EXISTING ��
ANY PUBLIC AGENCY. � � ^ J - - - - - � — � � i � EXISTING VALVE . . . . . . . . . . . . . . . . . .
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3. THE ESTIMATES OF EARTHWORK ANO IMPROVEMEM WANTITIES AS SHOWN HEREON ARE PROVIDE� ONLY FOR THE � r�� � � � � � � � � � � � � � � � � � � � � � � � � � � � �.� � � � Y `' STORM �RAIN CATCH BASIN DETAIL F PER SHEET 5
PURPOSE OF SAT154YING QTY PLAN WFORMATION REOUIREMENTS. THE CONTRACTOR SHAL1. PERFORM AN �. � � "� ""'t' � I 6° STORM DRAIN CLEANOUT . . . . . . .
INDEPENDENT ESTIMATE OF ALL EARTHWORK AND IMPROVEMENT QUANTITIES AN� SHALL USE SAME AS A BA515 FOR ,\%.;�/ � ��'� �!� `�- .`� .��.. .._. .� � RCWD STD DWG 5-11 � � �
� '� . ARFA LIGHT . � �pER ELECTRICAL DRAWINGS � � � � � � �Ofl
His eio(s) nN� coNTRncr(s). � `� o.� ` EXISTING EASEMENT NOTES
`—
"� STORM DRAM . . . . . . . . . . . . . . . . - - - -
PARCEL D � �'/ � 1 PRIVATE STREEf EASEMEM - -COT STD DWG 407 � � — _- m - -
4. THE TOPOGRAPHIC INFORMATION CONTAINED IN THESE PLANS WAS OBTAINED BY AERIAL AND/OR FIELD SURVEY '\ O - � - - - -
DATA, AND DISCREPANCIES BERNEEN PNN ELEVATIONS AND ACTUAL ELEVATIONS ARE T.0 BE ANTICIPATED. THE ^� . \ LLA N0. 99-0424 .� � , i PUBLIC WATER FASEMENT TO RANCHO CALIFORNIA WATER HEAW DUtt ASPHALT PAVING . . . . . . . . . . . . . �
CONTRACTOR SHALL REMAIN ALERT FOR AND PROMPTLY REPORT ANY AND AlL SUBSTANTIAL DISCREPANQES \\� � � l - / ]� �� y� ' �� V' OO � PER SHEEf 4 �
� DISTRICT
(SUFFICIENT TO CAUSE A CHANGE IN THE PLANS AND/OR AN INCkEASE IN COSTS) TO THE OWNER AND TO THE �, ` � �' �3 GTE TELEPHONE FASEMENT LIGHT DUIY ASPHALT PAVING. . . . . . . . PER SHEET 4 - �
ENGINEEk OF REWRD, AND SHALL NOT PROCEED WITH AN AFFECTED WOHK AREA UNTIL �IRECTED TO DO SO BY �' i / ��,
AN APPROPkIATE OWNEB REPRESENTATIVE �� � i . 'i� '�, . " ' f � �� � � � �5 SLOPE EASEMENT TO Qtt OF TEMECULA �
� - - CONCREfE PAVING . PER SHEET 4
5. OUANTItt CALCULATIONS ARE BASED UPON AERIAL TOPOGRAPHY AND ESTIMATED SOILS INFORMATION, AND SHOULD � � � � „ _ i , OO
TRAFFlC SIGNAL EASEMENT TO CIiY OF TEMECULA
BE CONSIDERED ONLY A ROUGH APPRO%IMATION OF ACTUAL QUANTITIES * i I � j �' ' � . BIORETENTION PLANTER . . . . . DEfAIL H PER SHEEf 5 � � � � � � ' ' "
\ f y/ '� , Q8 STORM �RAIN EASEMENT TO CI11' OF TEMECULA .,�_�� , _�,-,�. ��
6. CONTRACTOR ASSUMES SOLE AND COMPLEfE RESPONSIBILItt FOR THE PROTECTION AND PRESERVATION OF ALL \���� �' :""� ' f- ' . -�' '��. ��}���i �i p ���� '.. Og SIDEYJALK & LANDSCAPE EASEMENT TO CIiY OF TEMECULA CONSTRUCTION NOTES & QUANTITIES
SURVEY MONUMENTS, AND SHALL HAVE ANY DISTURBED OR COVERED MONUMENT RESEf BY A �UALIFIED � � . �
REGISTERED CNIL ENGINEER OR LICENSED LAND SURVEYOR AT THE DIRECTION OF THE GOVERNING AGENCY. �� � � p O1 fi" CURB PER �ETAIL 'B' ON SHEET 5 450 LF
7. DEMOLITION OF ALL LABELE� ITEMS WILL INVOLVE REMOVAL OF ALL SUB Sl1RFACE FOOTINGS AND St1BSTRUCTURES \ \ � \ / . � � � " � � 2O 6" CURB AND GUITER PER DEfAIL 'A' ON SHEET 5 550 LF
QF APPLICABLE). '�� , / L � li . C i .��,� � � O3 AC PAVING AND BASE PER �EfAIL 'D' ON SNEEf 5. 4" AC OVER 6"
[ �� y� - - t �� " ' `�%" \ � �. CUSS II BASE FOR LIGHT-DU7Y PAVEMENT AND 6.5" AC OVER 6.5 20 TON (IJGHT-DUTY)�240
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8. THE CONTRACTOR TO POTHOLE AND VERIFY THE LOCATION AND ELEVATIONS OF ALL EXISTING UTILITIES ND U IL71' '\ /
� / �� iJ , j - \ ���, /^, .. � ,., _ _ ,. . . CIASS II BASE (OPTION i) OR 5" AC OVER 12° CLA55 II BASE TON (HEAVY-OUiY)
CROSSINGS PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL CONTACT CIVIL ENGWEER IN THE EVENT OF � � � �' � \ /;' �`� i� . � � � ` (OPTION 2) FOR HEAW-DUN PAVEMENT
ANY CONFLICTS PRIOR TO CONSTRUCTION. ���7 .,-G . �- < � �
, • r �� ��% r G '✓� r� . � I ; l ✓ , i Qq CONCREfE SLAB PER ARCHITECTURAL PLANS 13.300 SF
9. THE CONTRACTOR MUST NOTIfY UNDERGROUND AIERT AT 1-800-422-4733 A MINIMUM OF 1W0 FULL WORKING ' '✓✓�, � ��U/ ,� � � _ �c./. >.�r�ln� t aY iat �e�ladlt a�. & b,a al . i, '�I ,
�AYS PRIOR TO 51ART OF DEMOLITION, GRADING, OR CONSTRUCTION OF ANY KIND. THE USA TICKEf NUMBER ,� , O 3' RIBBON GUTTER PER DETAIL 'C' ON SHEET 5 400 LF
MUST BE AVAILABLE AT THE CONSTRUCTION SITE PRIOR TO START ANY WORK SHOWN ON THIS SEf OF PLANS. I T ,�'l I �-� �' - i ��
� �� t � { � � � � � � � � � ,. � �� � � � -� . � � � .- , �-� i Q6 EXISTINC STORM DRAIN TO FEMAIN, PROTECT IN PLACE N�A
� �� � � , � � STORM DRAIN CLEANOUT PER RSD SC-07, RIM TO READ "STORM 6 �
ceNeR,a� Nores �� � A � < "�� � � I � - , O
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ALL WORK SHALL BE PERFOFMED SO AS TO COMPLY WITH ALL LEGA� AN� IN�USTRY REqUIREMENTS ANO ` � i i �/� � -- � ;
STANDARDS INCLUDING WITHOUT LIMITATION THE FOLLOWING: � � k//' � \ /a � �' ` � . . � 4" PVC STORM DRAIN. SLOPE AT 2.0% MIN. 120 LF
; ' -f .�,:. . ` .' � -
i SPECIFlCATIONS PREPARED FOR THIS PROJECT. � � � �� r j � � � \ \ II � I ~-= �, -' J �'� 2 I � � OO b" x 6" ECCENTRIC REDUCER 1 EA
' THE CIiY OF TEMECUTA GRADING OR�INANCE . �. , � \ �� v -� rJ � I �� I � .. O FUEL PENSER ISIAN� & APPURTENANCES PER ARCHITECTURAL 5 FA
', . ., , r ..., 14 DIS
,,. ` ' \ �r=- � r- H'�"= � b . , ::_� �.,� , . PlANS
+ THE CALIFORNIA BUILDING CODE, LATEST EDITION, AS ADOPTED BY THE CITY OF TEMECULA, AND ALL APPLICABLE \ � � � i i ����I� i ` 'I � � I \ �-� � `.' �— � ...--- - �'0� I � ° � -- V _ _. 77 CONTRACTOR TO POTHOLE AND VERIFY EXISTING UTILIiY ELEVATION, 3 EA
i __ �- l % i DEPTH ANO LOCPTION PRIOR TO STARTING CONSTRUCTION
RELATED SPECIALN CODES. ` �,-�' -c� r � � .:=. \� � _ � I . � � _ ..
I � I \� II �� � ` -fM� I I , = � � CONNECT TO EXISTING PRIVATE STORM DRAIN 3 FA
" THE LATEST EDITION OF THE STANDAR� SPECIFICATIONS FOR PUBLIC WORKS' (THE GREEN BOOK) AND STAN�ARD � � � � i I� i � ` \ , � `" r ^ �".' � � � � �'v � � � �
\ �, 1 Irl�� I � .
PLANS WHEN REQUIRED BY THE GOVERNING AGENCY. ' \ �3 , F
c� 1 I I I 14 PROW THRO AT LAATER P E� DEfA F H 2 EAC
" THE MANUFACTURER'S REOUIREMENTS OR RECOMMEN�ATIONS FOR ANY MCORPORATED PRODUCTS. N \ 1 II iI �, I � � ����� � ' I ��, I � , E CAST CH B SN E DETAL ON 5 EET 5
U P R IL 'H ON SHEEf 5 2
\ �.. �, .'_ � _, �:..:. _ :.:. __ �� � ... � - T � -�i-} ::_- -ry � _r I I i�\ ''.i=-_-!- i-� '.- -e_ 15 AREA LIGHTCPER ELECTRICAL PLANS 3 FA
" THE DIRECTIONS OF THE GOVERNWG AGENCY INSPECTOR. Q ,,-"^�,..,,` ' �
�
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, � 16 CURB OPENING DEPRESSION PER DEfAIL 'E ON SHEEf 5 2 EA
* THE GEOTECHNICAL STUDY PREPARED FOR THIS PROJECT �ATE� NOVEMBER 25, 2014 BY KLEINFELDER, AND ALL \ Q i � �- ' � ��� � � ' � �
� .� _ �� . . .::. � .: :_ Q TRENCH RE-SURFACWG PER Cltt OF TEMECULA STANDARD DWG 550 LF E
APPLICABLE AMENDMENTS. _� ,_ = -� �- N0. 407 --
� � _ � - OVERLAND DR�VE _ KEY MAP LEGEND 1B PROPOSED OIL WATER SEP4RHTOR PER �EfAIL 'I' ON SHEEf 5 1 EA &
A. IN USING THESE PLANS FOR BID�ING OR CONSTRUCTION PURPOSES, ALL CONTRACTORS ARE REQUIRED TO REVIEW = � � � O
� �
T M AS A WHOLE IN ORDER TO I�ENTIFY ALL RE UIREMENTS THAT DIRECTLY OR INDIRECTLY AFFECT � ' � ��� � 2 SAWCUT AND REMOVE EXISTING HAR�SCAPE. GFIND AND OVERLAY 3' -
AND TRE4T HE Q ' - � `'� � `� �9 950 LF �
THEIR PORTION OF THE WORK, EVEN RE�UIeEMENTS LOCATED M SECTIONS DESIGNATED AS APPLICABLE TO OTHER � _ -,_ ��_- , -- SHEEf NUMBERS tiW COSTCa
' � � � y AT SAWCUT LME (Tl'PICAL) PER DEfAIL 'J' ON SHEEf 5 g
TR4DE5. IN CASE OF CONFLICTS, THE AFFECTED CONTRACTOR IS REQUIRED TO EITHER OBTAIN DIRECTION FROM � � � . . - -- �� � ��� � i� rwHOLESNLE n
AN APPROPRIATE REPRESENTATIVE OF THE OWNER, OR OTHERWISE TO APPLY THE MORE STRINGENT STANDARD. -� � -� - -� � - - �� - � EASEMENT � _ � QO CONTROLLER ENCLOSURE ROOM. SEE BLOW-UP DEfAIL THIS SHEET 1 EA n�
KEY MAP SHEEf LAYOUiS ■ � ■ z' a SPILLWAY CURB & GUTfER. SLOPE GUTfER 2% MIN. TOWARD
B. THESE PLANS ARE IMENDE� TO SEf FORTH THE REQUIREMENTS FOR CONSTRUCTION IN ONLY AN �^_6a' 2 � NIA -
INDUSTRY-STAN�AR� LEVEL OF Ql1ALltt AND DEfAIL, AND THEY ARE IMEN�ED TO BE SUPPLEMENTED BY � F°' ASPHALT PAVEMENT
APPROPRIATE REQUESTS FOR CLARIFICATION AN� INFORMATION. ALL CONTRACTORS ARE REQUIRE� TO CAREFULLY ABBREV'IATIONS SHEET INDEX � �w � c�\FQRN�PR�' Q INSTALL NEW SHUT OFF VALVE IMME�IATELY �OWNSTREAM OF
REVIEW THESE PLANS FOR DESIGN CONRICTS AND BRWG THESE TO THE ATfENTION OF AN APPROPRIATE OWNER AC ACRE IRR IRRIGATION 1 TITLE SHEEf � �NO OIL/WATER SEPARATOR. 6 INCH BALL VALVE IN C.I. VALVE BOX �
REPRESENTATIVE IN A TIMELY MANNER; AND ANY CONTRACTOR WHO FAILS TO �0 SO BEFORE 91��WG OR AC/AB ASPHALT CONCRETE/ASPHALT BASE LP LOW POMT 2 NOTES � FWSH WITH GRADE. VALVE TO BE E�UIPPED WITH WHEEL/KEY FOR 1 FJ+ �
OTHERWISE PROCEEDING ASSUMES THE RISK OF ANY CONSEQUENCES. IN ANY EVENT ALL CONTRACTORS WILL 3 REMOVAL PIAN a
PROCEED AT THEIR OWN RISK IF THEY FAIL TO VERIFY AND FIELD MEASURE DIMENSIONS BEFORE PROCEE�ING WITH ADA AMERICANS WITH DISABILITIES ACT LTR LATERAL EASY OPEN-SHUT OPERATION. VALVE 80% SHALL HAVE HINGED
BLDG BUILDING MH MANHOLE 4 PRECISE CRADING PLAN VICINITY MAP EASY OPEN LID. BOX AND LID TO BE H-20 RATED.
ANY AFFECTED CONSTRUCTION. CB CATCH BASIN POC POIM OF CONNECiION 5 DETAILS
CL CENTERLWE PVC POLWINYL CHLORIDE 6 EROSION & SEDIMENT CONTROL PUN NO SCALE � GRADED SWALE SLOPED AT 1.0% MIN. 60 LF
C. REQUEST FOR INFORMATION (RFI) Sl1BMITfALS WILL BE REVIEWED BY THE ENGINEER, IF AT ALL, ONLY PURSUANT C&G CURB AND GUTfER PV� PRIVATE 7 EROSION & SE�IMENT CONTROL DErAILS
TO THE INDUSTRY-STAN�ARO PROTOCOL AN� IN NO EVENT WILL THE SUBMITfAL REVIEW PROCESS RELIEVE OR CO CLEANOUT Q11' QUANTIN �4 9"x9" ATRIUM GRATE NDS �/981 OR APPROVED EQUAL 1 EA �
LESSEN THE SUBMITfWG CONTRACTOR'S RESPONSIBILIiY FOR AN INAPPROPRIATE SUBMITfAL WNC CONCREfE R RADIUS GROSS DISTURBED AREA: 073 AC Q5 S�ORM �RAIN INLET PROTECTION PER 5E-10 iYPE III 4 EA �
OWY DRNEWAY RCWD RANCHO CALIFORNIA WATER DISTRICT
D I G AL E RT EARTHWORK QUANTITIES ELEC ELECTRICAL RIM RIM ELEVATION � WEIGHTED FIBER ROLL PER SE-5 1,300 LF
E% EXISTING RSD SAN �IEGO REGIONAL STAN�AR� �RAWINGS
GRADED AREA 31,966 SF CUT 100 CY FDC FIRE �EPARTMENT CONNECTION R/W RIGHT-0FWAY NET DISTURBED IMPERVIOUS AREA: 0.61 AC
OVEREkCAVATION 0 CY FlLL 100 CY FF FINISHED FLOOR 5� STORM DRAIN Q STREET SWEEPING AN� VACIIUMING PER SE-7 3 AREAS
NOTE FG FINISHED GRADE SDCO STORM DRAIN CLEAN Ol1T NOTES: � CONSTRUCTION ENTRANCE 1 EA
DIAL 70LL FREE THE ABOVE EARTHWORK QUANTITIES ARE FOR BON�ING PURPOSES ONLY FH FIRE HYDRANT ST STREEf -ALL pUANTITIES LISTED HERIN ARE SHOWN FOR PERMII =
ANO DO NOT ACCOUNT FOR VARIATIONS DUE TO LOSS FROM CLEARING FL FLOW LWE STD STANDARD PURPOSES ONLY AND ARE NOT TO BE USED FOR BIDDIAG �
,-soo-azz-4,33 LD18-0726
ANO GRUBBING, STRIPPING, SHRINKAGE, SWELL, OR UNSUITABLE FS FINISHED SURFACE TC TOP OF CURB i
AT LEAST TWO DAYS MATERIALS. ALL QUANTITIES LISTED HERIN ARE SHOWN FOR PERMIT FTP FLOW THROUGH PLAMER TD TRENCH DRAIN -THIS PRQIECT IS NOT SUBJECT TO THE RE�UIREMENTS OF �
BEFORE YOU DIG PURPOSES ONLY AN� ARE NOT TO BE USED FOR BID�ING. THE GB GRADE BREAK TEL TELEPHONE BUILDINGANDSAFEN a
COMRACTOR SHALL BE RESPONSIBLE FOR �EfERMINING THEIR OWN HDPE HIGH DENSIiY POLYEfHYLENE TG TOP OF GRATE THE CONSTRUCTION GENERAL PERMIT. RENEWED FOR COMPLIANCE WITH TI7LE 24
UNDERGROUND SER�ICE ALERT INDEPENDENT QUANTI7Y AND MATEftIAL TAKE-0FFS TO CONSTRUCT THE HP HIGH POINT 11'P NPICAL DISABLED AC�E55 AfJ�ACCES5IBILITY ONL �
OF SOU7HERN CAUFORNIA DESIGN AS INDICATED ON THESE DRAWINGS AND IN WNFORMANCE WITH IE INVERi ELEVATION W WATER � _
THE PROJECT'S GEOTECHNICAL REPORT. INV INVERT WM WATER MEfER APPROVED BY." -� `� �e IPJ
(`,Q�.f$�JL`¶Qrf �`Q{� DATE BY RE�ON$ ACCD DATE �f{ �( DE91C!!ED BY DRAWN BY CHECKED BY i
r-aa-et eu mea.ns optioFE�SsipNq Recommended By v Date: �����/8 CITY OF TEMECULA DEPARIMENT OF PUBLIC WORK3 s
COf1IfOdOf 2-i/2 BRA55 DISK IN CqJC. ttAGPOIE BASE. Hof120�101 �� pN `S6j �2c � �
+ These Plans Were Pre ared Under the Su ervision of: / 1
FROM 1HE INiER5EC110N OF FliONT SIREET AN� �= � � � y�n P P �O �
RANCHo CAuroRwp eono to uit�s NORnIEnsr w °' � `� �/�, i � Accepted By. � � '� �ate: � � �
Inspecia� ON RANCHO CALIFORNIA ROAD TO hE IN1ER- �= C ]5022 A Y--��-Cl Date: 6 .G � /8 PA icrc TMOMn , . ���
SECPON OF RANCNO CALIFORNIA ANU YORAGA Ve�tical * E%P. O6-10-t8 * BRYAN D. SMITH DI�CiOR OG PLeLIC WORNS/Cltt ENGWEER FAi]-0626 - GOSTCO GAS STATION EXPANSION OF 7 SHEETS
D0�¢ COfnpl¢I¢d ROAD; 02 MILES NOR1H qJ MORAGO ROA� TO Sp9 ���,` �3 TM 3334- PARCELS A & D - LLA. N0. PA 99-0424
1HE IEMECULA UNION SCH004 I FWT EAST OF Tt. OF CA��FO�' 44223
TME �A�P��E. R.c.E. No. �58zz Expires: 06-30-2018 R.�.E. Na. TITLE SHEET C— � '
SPECIAL NOTES GENERAL NOTES GRADING NOTES (CONTINUED) PAVING NOTES (CONTINUED) EROSION & SEDIMENT CONTROL NOTES
THE FOLLOWING NOTES ARE PROVIDED TO GIVE DIRECTIONS TO THE 1 . STAN�ARDS. ALL WORK SHALL WNFORM TO THE REQUIREMENTS OF THE 4. CUT FlLL 9. PAVING MATERIALS. L FlLTERED RUNOFF. ALL RUNOFF SHALL BE FILTERED PRIOR TO DISCHARGING FROM A SRE OR TO ANY TYPE OF
CONTRACTOR BY THE ENGINEER OF WORK. THE CIN ENGMEER'S SIGNATURE WRRENT EDITION OF THE CIIY'S IMPROVEMENT STANDAP,O DRAWMGS FOR PUBLIC o.MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1, UNLESS OTHERWISE APPROVED o. NC MATERIALS. PRIVATE OR PUBLIC STORM WATER CONVEYANCE SYSTEM (NATURAL WATERCOURSES, STREETS, GUTTERS,
ON THESE PLANS DOES NOT CONSTITUTE APPROVAL OF THESE NOTES AND WORNS CONSTRUCTION (AN� SUBSEQUENT AMENDMENTSj, THE CIttS BY THE Cltt ENGINEER; AND SHALI COMPLY WRH THE RECOMMENDATIONS OF PER PROJECT SPECIFICATIONS. CONCREfE-LWED V-�ITCHES, SrORM �RAINS, FLOW-LINES, WLE�S, Ol1TLET5, ETCJ. ALL NON-PERMITfED
THE Cltt WILL NOT BE RESPONSIBLE FOR THEIR ENFORCEMENL ENGMEERING AND CONSTRUCiION MANUAL, Cltt CODES AND REQUIREMENTS. THE SOILS REPORT. FILL SLOPES SHALL NOT HAVE LE55 THAN 95% REUQIVE 10. THE MINIMUM AC THICKNE55 IS 0.33 FOCT (4 INCHES). DISCHARGES ARE PROHIBRED FROM ENTERING ANY STORM WATER CONVEVANCE SYSTEM YEAR-ROUND.
COMPACTION OUT TO THE FINISH SURFACE. 11. THE MAXIMUM AC LIFT IS 033 FOOT (4 INCHES).
L LOCATION AND ELEVATIONS OF IMPROVEMENTS TO BE MEf (OR AVOIDED) 2. EMERGENCY TELEPHONE NUMBERS. (ANSWERING MACHINE IS NOT ACCEPTABLE): b.FlLL MATERIAL SHALL NOT BE PLACED ON E%ISTWG GROUND UNTIL THE GROUND NOTE: "SHOVING' IS A iYPE OF AC PAVEMENT FAILURE THAT MAY BE CAUSED 8Y
BY WORK TO BE DONE SHALL BE CONFlRMED BY FlELD MEASUREMENTS HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, VEGETATION AND OTHER qSPHALT MIXES THAT ARE T00 RICH IN ASPHALT, THAT HAVE COURSE/FINE 2.BEST MANAGEMENT PRACTICES (BMP'Sl. YEAR-ROUNO, POLLU110N PREVENTION MEASURES, ALSO KNOWN AS
COSTCO WHOLESALE (¢25)313-8100 DELEfERIOUS MATERIAL. IF THE SLOPE RATIO EXCEEDS 5:1 AND IS GREATER
PRIOR TO CONSTRUCTION OF NEW WORK. CONTRACTOR SHALL REPORT TO AGGREGATE THAT IS T00 ROUN�E�, EfC. ttPICALLY, SHOVING RESULTS AT MLLS, BEST MANAGEMENT PRACTICES (BMP'S), MUST BE INSTALLED PRIOR TO ANY FIELD ACTIVITIES. BMP HAN�BOOKS
THE ENGINEER OR Cltt INSPECTOR ANY DISCREPANCIES BEiWEEN FlELD (RESPONSIBLE PERSON/DEVELOPER) (COMPANY) �24-HR PHONE NUMBER) THAN FIVE FEEf, THE TERRAIN MUST BE KEYED AND BENCHED INTO EITHER CURVES OR INTERSECTIONS, CAUSED BY BRAKING OR ACCELERATING VEHICUTAR
MEASUREMENTS AND THE PLANS. BEDROCK OR NATIVE SOIL, AS DIRECTED BY THE GEOTECHNICAL ENGWEER. FORCES. TO PREVENT OR MINIMIZE SHOVING, THE Cltt RESERVES THE RIGHT TO CAN BE �OWNLOA�ED AT WWW.CABMPHAN�BOOKS.COM. AO�ITIONAL EROSION PREVENTION AND SEDIMENT
(X�)XXX-XX%X c. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFEfY OF AT LEAST ONE AND FNE REQUIRE A MODIFlED AC MIX DESIGN WITH PROPERTIES THAT PROVI�E HIGH CONTROL (ESC) MEASURES MUST BE INSTALLED AND MAINTAINED PRIOR TO AND THROUGHOUT EACH RAINY
2. BEFORE E%CAVATING FOR THIS WNTRACT, VERIFY LOCATION OF (RESPONSIBLE PERSON/CONTRACTOR) (COMPANY) ;24-HR PHONE NUMBER) TEMHS (1.5) SHALL BE SUBMITfED TO PUBLIC WORKS BY A REGISTERED CIVIL STABILItt (I.E., ABILIN TO RESIST SHOVIN3 AND RUTTING, ANGULAR AGGREGATE SEASON. THE �EVELOPER/CONTRACTOR IS RESPONSIBLE FOR ESC MEASURES THROl1GH0UT THE �URATION OF
UNDERGROUND 11TILITIES THE EXISTENCE AND LOCATION OF ANY ENGMEER, SOILS ENGINEER OR GEOLOGIST FOR CUT AND FILL SLOPES OVER 30 pqRTICLES WITH A ROUGH Sl1RFACE TEXTURE, EfC.) IN COMPLIANCE WITH THE THE PROJECT FOR ALL CLEARING, DISKING, GRA�ING, E%CAVATING AND STOCKPILING ACTIVITIES, AND ON ALL
UNDERGROUND UTILIIY PIPES OR STRl1CTURES SHOWN ON THESE PLANS 3. LICENSE/PERMIT REQUIREMENT. FEEf IN VERTICAL HEIGHT.
WERE OBTAMED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST a. PRIOR W START OF ANY WORK, A BUSINESS LICENSE SHALL BE OBTAMED FROM d.ALL GRADING SHALL BE �ONE UNDER THE SUPERVISION OF A REGISTERED CIVIL GREENBOOK AND/OR CALTRANS SPEQPICFTIONS. EXPOSEO SLOPES AND INACTNE PADS THROUGHWT THE ENTIRE SITE. THE DEVELOPER/WNTRACTOR IS ALSO
OF Ol1R KNOWLE�GE THERE ARE NO OTHER EXISTMG UTILITIES EXCEPT 1HE Cltt. ENGINEER, SOILS ENGINEER OR GEOLOGIST, WHO SHALL SUBMIT 1W0 SEfS OF a.BASE MATERIALS. RESPONSIBLE PoR ANY DISCHARGES FROM SUBCONTRACTORS.
AS SHOWN ON THESE PIANS. b. A GRADING PERMIT SHAIL BE OBTAINED, PRIOR TO ANY WORK ON PRIVATE WRII"�EN CERTIFICATION THAT ALL FILIS OVER ONE FOOT IN DEPTH HAVE BEEN �� BASE MATERIALS SHALL CONFORM TO PROVISIONS OF THE GREENBOOK AND a.STOCKPILING OF BMPS. ADDITIONAL ESC MATERIALS SHALL BE STOCKPILED AT VARIOUS LOCATIONS
DEVELOPMENT. iHE PERMIT AND AN APPROVED SET OF IMPROVEMENT PLANS PROPERLY PLACED. Cl1RRENT Cltt STANDARDS. THROUGHOUT THE SITE FOR IMMEDIATE USE WITHIN SEVEN DAYS PRIOR TO ANY FORECAST RAIN. ON
3. NEITHER THE OWNER NOR THE ENGINEER OF WORK WILL ENFORCE MUST BE PRESENT AT THE JOBSITE DURING CONSTRUC710N. 2. FOR STREEf SECTIONS, BASE COURSE MA�ERIAL SHALI BE CRUSHED AGGREGATE
SAFEfY MFASURES OR REGUlATIONS. THE CONTRACTOR SHALL DESIGN, 5. RA�. BASE (CAB) OR CRUSHED MISCELLANEOUS BASE (CMB) PER SECTIONS 200-22 EMERGENCY SITUATIONS, THE DEVELOPER/CONTRACTOR SHALL IMMEDIATELY MAKE EQUIPMENT AND WORKERS
CONSTRUCT AND MAIMAIN ALL SAFEfY DEVICES, INCLUDING SHORING AN� 4. ERRORS OR OMISSIONS. APPROVAL OF THESE PLANS BY THE CITY DOES NOT a.pS APPLICABLE, PROVIDE WNCREfE BROW DITCNES TO CONVEY 100-YEAR AN� 202-2.4 OF THE GREENBOOK. PRINCIPAL AN� URBAN ARTERIAL ROA05 AVAILABLE TO PROTECT iHE SITE.
SHALL BE SOLELY RESPONSI9LE FOR CONFORMING TO ALL LOCAL, STATE RELIEVE THE APPLICANT AND ENGMEER OF RECORD FROM THE RESPONSIBILItt STORM FLOWS OR PROVI�E GRADED BERMS AIONG THE TOP OF ALL GRADED REQUIRE CAB.
AND FEDERAL SAFEIY ANO HFALTH STAN�ARDS, IAWS AND REGUtATI0N5. FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURWG SLOPES OVER THREE FEET IN VERTICAL HEIGHT OR THAT ARE MJACENT TO b.PORTLAND WNCREfE CEMENT. ALL PCC USE� SHALL BE IN CONFORMANCE TO 3.EROSION AND SEDIMENT CONTROLS. ALL ESC MEASURES SHALL BE INSPECTED, RESTORED, REPAIRED OR
CONSTRUC110N. GRADED AREAS, TO �IRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. THE GREENBOOK. MODIFlED YFAR-ROUN� THROUGHOl1T THE SITE TO PROTECT PERIMEfERS, ADJACENT PROPERTIES,
4. CONTRACTOR WILL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING ALL DRAINAGE DEVICES SHALL BE CONSTRUCTE� PER THE APPROVEO PLANS. ENVIRONMENTALLY SENSITIVE AREAS AN� ALL PRIVATE PUBLIC STORM WATER CONVEYANCE SYSTEMS. IF ANY
UNDERGROUND FACILRIES SUFFlQEMLY AHEAD OF CONSTRUCTION TO 5. WORKING HOURS. Cltt OR�INANCE N0. 94-25 STATES �HAT NO PERSON SNALL b.EXISTING DRAINAGE COURSES SHALL COMINUE TO FUNCTION AT ALL TIMES. NO 10. MIX DESIGNS. TEN W�RKING DAYS PRIOR TO PAVING, THE PROPOSED MI% �
PERMIT REVISIONS TO PLANS IF REVISION IS NECESSARY BECAUSE OF ENGAGE IN OR CON�UCT CONSTRUCTION ACTIVIN, WHEN THE CONSTRUCTION 9TE OBSTRUCTION OF FL00� PLAMS OR NATURAL WATER COURSES SHALL BE DESIGN(S) FROM THE SUPPLYING ASPHALi OR CONCREfE PLANT SHALL BE EROSION OR SE�IMENT CONTROLS FNL DURING ANY RAW EVENT, MORE EFFECTNE ONES WILL BE REQUIRE� IN
LOCATION OF NEW WORK. IS WITHIN ONE-OUARTER OF A MILE OF AN OCCUPIED RESIDENCE, BE7WEEN THE PERMITfED. SUBMITfED TO THE Cltt FOR REVIEW ANC APPROVAL. THE MI% DESIGN(S) SHALL THEIR PLACE.
HOURS OF 6:30 PM AND 6:30 AM, MONDAY THROUGH FRIDAY AND SHALL ONLY �. TEMPORARY ORAINAGE SHA�L BE PROVIDE� UMIL PERMANENT DRAINAGE CLEARLY SHOW THAT THE DESIGN MEEfS ALL CIIY AND GREENBOOK aEROSION WNTROLS. EROSION CONTROLS SHALL INCLUDE, BUT ARE NOT LIMRED TO APPLYING AND
5. CONTRACTOR IS REQUIREO TO TAKE PRECAUTIONARY MFASl1RE5 TO ENGAGE IN OR WNOUCT CONSTRUCTION ACTIVItt BE7WEEN THE HOURS OF 7:00 STRUCTURES ARE INSTALLE�. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO RE�UIREMENTS ESTABLISHING: VEGEfATIVE COVER, W00� MULCH, STAPLED OR PINNED BLANKETS STRAW, COCONUT OR
PROTECT THE UTILITI' LINES SHOWN HEREON AND ANY OTHER EXISTING AM AND 6:30 PM ON SATURDAY. NO CONSTRUCTION ACiIVItt SHALL BE PROTECT ADJOINING AN� DOWNSTRFAM PROPERTIES FROM SILT �EPOSITION AND �
LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. UN�ERTAKEN ON SUN�AY AND NATIONALLY RECOGNIZED HOLIDAYS. PONDING WATER DURING CONSTRUCTION/GRADWG OPERATIONS. 11. STREEf SECTIONS. STREEr STRUCTURAL SECTIONS SHOWN ON PtANS ARE OTHER), PLASTIC SHEEfING (MINIMUM 10-MIL), POLYPROPYLENE MATS, SPRAY-ON CONTROLS TO ALL
d. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST TENTATIVE (LE., THEY'RE USED FOR BONCING PURPOSES). THE FlNAL �ISTURBE� AREAS OR OTHER MEASURES APPROVED BY THE CIT' ENGWEER. JUTE NETfING SHALL NOT BE
6. CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY 6. REGULATORY AGENCY CLEARANCES. THE ISSUANCE OF A PERMIT BY THE Cltt BE USED TO PROTECT ADJOINING PROPERTIES OURING THE GRADING PRWECT. STRUCTURAL SECTION REQUIREMENTS SHPLL BE �EfERMINED BY A��ITIONAL SOIL USED AS A STAND-ALONE EROSION WNTROL FOR SLOPES GREATER THAN 4:1, PROVIDE FIBER ROLLS AND
DOES NOT IMPLY OR PROVI�E ANY CLEARANCES FROM STATE OR FE�ERAL
PRIOR TO STARTING WORK NEAR COMPANY FAQLITIES AND SNALL M NT SHA KEPT CLEAR OF ALL OBSTRUCTIONS� NO i
AGENQES REGULATING THE PROVISIONS OF STATE OR EDERAL ENDANGERED e. DRAINAGE EASE E S LL BE 'fESiS, AFTER ROUGH GRADING. 1HE STRICTURAL SECTION DESIGN SHALL BE ERHER A BONDED FIBER MATRIX PRODUCT APPLIED TO A RATE OF 3500 LB/ACRE OR A STABIL2ED FIBER
COORDINATE HIS WORK WITH CHILLED WATER PIPWG AND BUILDING OR WALLS SHALL BE PIACE� WITHIN THE LIMITS OF FASEMENTS. REVIEWED AND APPROVED BY THE Cltt EVGMEER. SAI� DESIGN SHALL ADHERE MATRIX PRODUCT APPLIED TO A RATE OF 10 GAL
SPECIES ACTS OR WATER QUAl.Itt REGULATIONS. THE APPROPRIATE CLEARANCES /ACRE. THE CITY ENGINEER MAY APPROVE DIFFERENT
APPURTENANCES. CONTACT THE SAN �IEGO GAS & ELECTRIC COMPANY, f. THE MINIMUM GRAOE FOR WNCREfE SURFACE DRAINAGE FACILITIES SHALL BE A TO THE MEfHODOLOGY SEf FORTH IN CHAPTER 600 OF CALTRANS HIGHWAY
TELEPHONE 232-4252, EXT. ifi58. FROM THESE AGENCIES SHALL BE OBTNNED PRIOR TO ANY SITE DISTURBANCE ONE-HALF PERCENT (0.5�). DESIGN MANUAL AND SHALL 11TILRE THE "R" VAWE MEfHO� Q.E., "R" VAWE APP�ICATION RATES FOR SLOPES LE55 TNAN 4:1.
OR GRA�ING. TESTS SHALL BE CON�UCTED IN ACCORDANCE WITH CALIFORNIA TEST N0. 301 b. SEDIMENT CONTROLS. SEDIMENT CONTROLS SHALL INCLUDE, BUT ARE NOT LIMITED T0: DESILTING BASINS,
7. THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSl1RE THAT ALL SLOPES, 6. PROPERtt WRNERS. ALL PROPERlI' CORNERS SHALL BE CLEARLY DELMEATED IN AND SHALL BE CERPFlED BY A REGISTERED CIVIL ENGINEER). THE NUMBER AND GRADED BERMS, FIBER ROLLS, SILT FENCES, GRAVEL 6AG CH&RONS (FlLLE� WITH MINIMUM '/." GRAVEL),
STREEfS, UTILITIES AND STORM DRAINS ARE BUILT IN ACCORDANCE WITH 7. CONSTRUCTION CHANGE. ANY CONSTRUCTION CHANGE MJST BE FIRST SUBMITfED THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRA�ING ACTIVIN, LOCATIONS OF THESE TESTS SHALL BE SUBJECT TO APPROVAL BY THE Cltt CHECK DAMS, DRAINAGE INLEf PROTECTION, EfC. FIBER ROLLS SHALL BE INSTALLED IN 15-F00T
THESE PLANS. IF THERE IS ANY QUESTION REGARDWG THESE PLANS OR TO THE CIN AS A REDLINE REVISION FOR REVIEW AND APPROVAL PRIOR TO q5 DIRECTED BY THE CfIY ENGWEER. ENGINEER. INCREMENiS MEASURED ALONG THE FACE OF THE SLOPE. SILT FENCE SHALL BE INSTALLE� ALONG MTERIOR
FIELD STAKES, THE CONTRACTOR SHALL REOUEST AN INTERPRtTATION MPLEMENTING THE CHANGE IN THE FIELD. REFER TO THE CITI"S ENGINEERING
BEFORE DOING ANY WORK BY CALLING THE ENGINEER OF WORK AT (858) AND CONSTRUCTION MANUAL. 7, ROUGH GRA�ING INSPECTIONS PRIOR TO BUILDING PERMIL INSPECTIONS SHALL 12. COMPACTION. PRIOR TO PLACEMENT OF 845E MATERIAL AND AC, COMPACTION STREEfS AND COMBWED WITN GRAVEL-BAG OR SILT FENCE CHEVRONS INSI�E THE SIDEWALK RIGHT-OF-WAY
554-1500. THE CONTRACTOR SHALL AL50 TAKE THE NECESSARY STEPS g, pRE-CONSTRUCTION MEEfING. A PRE-CONSTRUCTION MEETING SHALL BE BE REQUESTED VIA THE PUBLIC WORKS INSPECTION LME AT (951) 308-fi395. REPORTS BY A SOILS ENGWEER, CERTIFYNG 95% COMPACTION OF SUB-GRADE OR BACH OF CURBS.
TO PROTECT THE PROJECT AND ADJACENT PROPERIY FROM ANY EROSION SCHE�l1LE� iW0 WORK DAYS PRIOR TO THE START OF CONSTRUCTION. DURING SUBMIT THE FOLLOWING: AND BASE MATERIAL, SHALL BE SUBMITfm TO THE Citt ENGWEER. _COMPACTION
AN� SILTATION iHAT RESULTS FROM HIS OPERATIONS BY APPROPRIATE CONSTRUCTION, A DEPENDABLE AND RESPONSIVE CONTFACTOR'S REPRESEMATNE a.iWO SEfS OF PA� ELEVATION CERTIFICATION (LE., ROUGH GRADE) TO INCLUDE A TEST OBSERVATION OF SUB-GRA�E AN� 3ASE GRA�E MATERIALS SHALL BE 4.STATE CONSTRUCTION GENERAL PERMR. IF iHE PROJECT DISTURBS, EXPOSES OR SiOCKPILES ONE ACRE OR
MEANS (GRAVEL BAGS, HAY BALES, TEMPOR4RY DESILTING BASIN, DIKES, SHALL BE AT THE JOB SITE AT ALL TIMES. STATEMENT THAT THE PAD ELEVATION COMPLIES WITH THE APPROVE� GRADING COOR�INATED TO INCLUDE THE SOILS ENGWEER AND THE PUBLIC WORKS MORE OF SOIL, THE SITE MUST BE COVERED UNDER THE STATE CONSTRUCTION GENERAL PERMIT. A WASTE
SHORING, EfC., UNiIL SUCH TIME THAT THE PROJECT IS COMPLEfED AND P�AN. CERTIFICATION SHALL BE TO LWE, GRADE, ELEVATION AND LOCATION OF INSPECTOR. DISCHARGE IDENTIFICATION (WDID) NUMBER, A RISK LEVEL DEfERMINATION NUMBER AND THE OUALIFlED "STORM
ACCEPTED FOR MAINTENANCE BY WHATEVER OWNER, AGENCY OR g, U�. APPROVAL OF THESE PlANS BY THE CITY DOES NOT CONSTITUTE A CUT/FlLL SLOPES. WATER POLLUTION PREVENTION PLAN' (SWPPP) DEVELOPER (QSD) SHALL BE PROVIDE� TO THE CIiY PRIOR TO
ASSOCIATION IS TO BE ULTIMATELY RESPONSIBLE FOR MAINTENANCE. REPRESENTATION AS TO THE ACCURACY OR COMPLEfENE55 OF THE LOCATION, b.1W0 SEfS OF PAD COMPACTION CERTIFICATION (LE., FINAL GEOTECHNICAL/SOILS �3� PAVING WSPECTIONS. ISSUANCE OF A GRADING PERMIT. A SWPPP SHALL BE IMPLEMENTED THROUGHOUT THE DURATION OF THE
NOR THE E%ISTENCE Oft NON-EXISTENCE OF ANY UNDQiGROUND UTILITIES REPORT TO INCLUDE A STATEMENT THAT THE GRADING COMPLIES WITH
8. ALL UNDERGROUND 11TILITIES OR STRUCTURES REPORTE� 8Y THE OWNER W�7HIN THE PROJECT LIMITS. ANY UTILItt DAMAGED DUPoNG TNE PERFORMANCE � a. BASE GRADE WSPECTION. ONE INSPECTIOA AT SUB-GRADE COMPLEfION (PRIOR PROJECT AN� SHALL BE RFADILY AVAILABLE TO CITY AND STATE INSPECTORS AND UPDATED TO REFLECT
OR OTHERS AND THOSE SHOWN ON THE RECORD EXAMME� ARE RECOMMENDATIONS OP THE PRELIMINARY SOILS REPORT.
INDICATED WITH THEIR APPROXIMAiE LOCATION AND EXTENT. THE OWNER, �F THE WORK SHALL BE REPAIRED OR REPLACED TO HE SATISFACTION OF THE TO PLACEMENT OF BASE) IS REQUIRED B( THE DEPARTMENT OF PUBLIC WORKS. CURRENT SITE CONDITIONS DURING CONSTRUCTION. THE CONSTRUCTION PERMIT CAN BE DOWNLOADED AT:
BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS GOVERNING AGENCY BY THE CONTRACTOR, AT HIS EXPEVSE. 8. FINAL INSPECTION PRIOR TO OCCUPANCY. REFER TO THE QTY�S ENGINEERING WWW.WATERBOARDS.CA.GOV�WATER ISSUES�PROGRAMS�STORMWATER/CONSTRUCTION.
PURSUANT THEREfO, AGREES TO ASSUME LIABILIN AND TO HOLD AN� CONSTRUCTION MANUAL. b. PAVING INSPECTIONS. TWO PAVING INSPEQIONS ARE REQUIRED BY THE
10. SURVEY. IT SHALL BE THE RESPONSIBILItt OF THE COM17RACTOR TO NOTIFY THE DEPARTMENT OF PUBLIC WORKS: (1) PRIOR TO PAVING, AT BASE GRA�E
UNDER-SIGNED HARMLE55 PoR ANY DAMAGES RESULTING FROM THE 5.PERIMEfER PROTECTION. PERIMEfER PROTECTION MUST BE INSTALLEO PRIOR TO ANY CLEARING ACTIVITIES.
ENGINEER OF RECORD AND TO INSTALL STREEf CENTER.ME MONUMENTS, AS COMPLEfION; AND 2 DURING PLACEMEN" OF AC.
EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES, REPORTED TO 9. POST GRADING ACTIVITIES. POSr GRADING ACTIVITIES SHALL INCLUDE, BUT NOT � � CLEARING SHALL BE LIMRED TO AREAS THAT WILL BE IMMEDIATELY GRADED OR DISTURBED. A COM8INATION OF
THE UNDERSIGNED, THAT ARE NOT INDICATED ON THE PUBLIC RECOR�S RE�UIRED BY RNERSIDE COUN�f1' OR�INANCE N0. 497. CEMERLME TIES SHALL BE LIMITED T0, INSTALLMG WHERE APPIICABLE: GROUNDCOVER, TREES, SHRUBS
BE PROVIDED TO THE Qtt ENGWEER, UPON COMPLEfICN OF THE PROJECT AND c. DRNEWAYS. ALL ONSITE PRIVATE RESI�EN-IAL DRNEWAYS SHALL COMPLY WITH ESC MEASURES SHALL BE IMPLEMEMED IN AREAS TNAT HAVE BEEN CLEARED. ALL DISTURBED AREAS OF AN
EXAMINED. THE CONTRACTOR IS RE�UIRED TO TAKE DUE PRECAUTIONARY BEPoRE ACCEPTANCE IS GRANTE�. ALL EXISTING MONUNEMATION (DISTURBED OR OR A COMBINATION THEREOF IN ACCORDANCE WITH THE TEMECULA MUNIqPAL THE APPROVED PLANS AND CIN STANDAPDS, AND SHALL BE INSPECTED AND INACTNE SITE, AS �ESCRIBED IN THE ENGINEERING AND CONSTRUCTION MANUAL, SHALL HL50 BE PROTECTED.
MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY pESTROYED DURING CONSTRUCTION) SHALL BE REPIACED TO Cltt STAN�ARDS IN CODE PRIOR TO FINAL INSPECTION. SLOPES �VER FOUR FEEf IN VERTICAL CLEARED BY THE Cltt ENGINEER PRIOR 70 PAVING.
OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE IT SHALL BE THE HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW
CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILRIES ACCORDANCE WITH THE LANO SURVEYORS ACT AND THE STREEfS AND HIGHWAY pREVENTION DEVICES PER THE U.P.C. 6.CONSTRUCTION ACCE55 POIMS. CONSTRUCTION ACCESS POMTS SHALL BE STABILIZE� WITH A COMBINATION OF
OR STRUCTURES CONCERNED BEFORE STARTING WORK. THE CONTRACTOR COOE, ANO AS APPROVED BY THE Cltt ENGWEER. UPON REQUEST, SURVEY 74, UTILITIES. ALL UNDERGROUND FACILITIES AND tATERALS SHALL BE IN PLACE
CUTS SHEEfS SHALL BE PROVI�ED TO THE CIIY ENGWEER. � , „ ROCK AND SHAKER PLATES YEAR-ROUND TO PREVENT TRACK-OUT. INTERIOR ACCESS POINTS (ALL PROPOSED
fURTHER ASSUMES ALL LIABILItt AN� RESPONSIBILIIY FOR THE UTILITV OTHER CONSTRUCTION_ NO�. REFER TO SEPARATE NOTES FOR �PAVING,� GENERAC� PRIOR TO PAVING.
PIPES, CONDUITS OR STRUCTl1RE5 SHOWN OR NOT SHOWN ON THESE AND °EROSION AND SEDIMENT CONTROC RE�UIREMENTS. DRIVEWAYS, MATERIHL STORAGE AND STHGING AREA ENTRANGES/EXRS, EfG.) SHALL AL50 BE PROTECTED WITH
71 . D115T CONTROL DUST SHALL BE COMROLLED BY WATERING OR OTHER MEfHODS, 15. TRENCHING FOR 11TILITIES. ALL STREEf TPENCHES SHALL CONFORM TO Cltt AND ROCK TO PREVENT TRACK-OUT ONTO INTERIOR STREEfS. ROUTME STREEf SWEEPING SHALL BE PERFORME�
AS APPROVED BY THE CIiY ENGINEER AN� SHALL COMPLY WITH SOUTH COAST pAVING NOTES ENGMEERING STANDARDS. REFER TO Qtt STANDARD N0. 407 'TRENCH/POTHOLE ON ALl PAVED STREETS WHERE TRACKING IS OBSERVED. VACUUM SWEEPERS SHALL BE USED WHEN STREEf
SOILS REPORT NOTES AIR QUALItt MANAGEMENT DISTRICT'S (SCAQMD) Rl1LE 403. REPAIR" FOR TRENCH MAWTENANCE AND/�R REPAIRS. IF TRENCHES IN CLOSE SWEEPING BECOMES WEFFECTIVE. CONTROLLED STREEf WASHING SHALL ONLY BE ALLOWED PRIOR TO THE
1. THE FOLLOWING SOILS REPORT FOR THE SITE SHALL BE CONSIDERED PART 1. STANDARDS. ALL WORK AND MATERIALS Q.E., ASPHALT CONCREfE (AC) PAVEMENT, pROXIMItt AND PARALLEL TO GUTTER LIN'S RESULT IN LEAVING PAVEMENT APPLICATION OF ASPHALT SEAL COATS, AND ONLY WHEN ALL PERTINENT DRAINAGE INLEfS ARE PROTECTE�.
OF THESE CONSTRUCTION DOCUMENTS: N0: 12. CONSTRUCTION FENCING. A SIX FOOT CHAIN LINK FENCE IS REOUIRED ON ALL pORTLAN� CONCREfE CEMENT (PCC), BASE COURSE, EfCJ SHALL CONFORM TO STRIPS IN �ISTRE55 OR LESS THAN TWO FEEf IN WIDTH (BETWEEN THE TRENCH
IN�USTRIAL AND COMMERCIAL PRWECTS UNiIL ROOF SYSTEMS ARE COMPLEfED THE STANDAR� SPEGFICATIONS FOR PUBLIC WORKS CONSTRUCTION (I.E.,
OR AS �EEME� NECESSARY BY THE Cltt ENGWEER FOR PUBLIC SAFEIY. THE AND GUTTER LME), SAID PAVEMENT STRIPS SHALL BE REMOVEO AND REPAVED,
SOIL INVESTIGATION UPDATED REPORT OF GEOTECHNICAL INVESTIGATION GREENBOOK IATEST EDITION, THE ENGINEERING AN� CONSTRUCTION MANUAL, Cltt 7.�ESILTING 6ASIN5. DESILTING BASINS SHALL BE DESIGNED ACCORDING W THE GUIDANCE PROVI�E� IN CASQA'S
�ATED: NOVEMBER 25, 2014 MAINTENANCE OF THE FENCE IS THE SOLE RESPONSIBILItt OF THE CONTRACTOR. � AT THE DISCREfION OF THE CIN ENGINECR. A TACK COAT SHALL BE APPLIED 10
AND ENGMEERING STANDAR�S AND REQUIREMENTS. JOIN EXISTING ASPHALT CONCREfE AND \ERTICAL SURFACES IN COMPLIANCE WITH CONSTRUCTION BMP HANDBOOK. IMPOUNDED WATER SHALL BE SECURED FROM THE PUBLIC. SIGNAGE
AS PERFORMED 8Y: KLEMFEL�ER 13. INSPECTIONS. ALL WORK PERFORMED WITHOUT PROPER INSPECTION FROM THE THE GREENBOOK. INDICATING "PONDED WATER - DO NOT EMER; OR AN EQUIVALENT WARNING NOTICE, SHALL BE POSTE�.
2 ADA, SUITE 250 Citt MAY 6E SUBJECT TO REJECTION. 2PERMIT REQUIREMENTS. A GRADING OR ENCROACHMENT PERMIT(5) SHALL BE
IRVINE, CA 92618 OBTAWED PRIOR TO PAVING. BEFORE OBTAINING AN ENCROACHMENT PERMIT, A i6. PARKING LOT GRA�E. THE MINIMUM AC 02 CONCREfE PAVEMENT GRA�E SHALL g,MATERIAL S�ORAGE. MATERIAL STORAGE ANO STAGING AREAS SHALL BE ESTABLISHED. FUEL TANKS, PORTABLE
14. OTHER CONSTRUCTION NOTES. REFER TO SEPARATE NOTES FOR "GR4DING,' CERTIFICATE OF INSURANCE AND THE REOUIRED BONDING (FOR PUBLIC BE ONE PERCENT (1%). TOILEfS, LIQUIDS, GELS, POWDERS, LANDSCAPE MATERIALS AND STOCKPILES OF SOIL SHALL BE STORED AWAY
2. IT SHALI BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT "EROSION AN� SEDIMEM WNTROL,' "PAVING" AND 'TRPFFIC" REQUIREMENTS, IF IMPROVEMENTS) SHALL BE PROVIDED TO THE QN ENGMEER. A CALTRANS FROM ALL PRIVATE/PUBLIC STORM WATER CONVEYANCE SYSTEMS, SIDEWALKS, RIGHT-0FWAYS AND
ALL PROVISIONS OF THE SOILS REPORT FOR THE SITE OBSERVED AN� APPLICABLE ENCROACHMENT PERMIT MAY 8E REQUIRED. 17. GUTfER LIP. A 3/8 INCH LIP SHALL BE 'LACED ADJACENT TO CONCREfE FLOW-LINES AND SHALL HAVE SECON�ARY CONTAINMENi. INACTNE STOCKPILES OF SOII SHALL BE COVERED
COMPLIE� WITH DURING THE ALL PHASES OF THE SITE PREPARATION, GUTfERS IN ACCORDANCE WITH Cltt AND ENGINEERING STAN�AR�S. REFER TO
GRADING OPERATIONS, FOUNDATION SLAB, AND PAVING CONSTRUCTION. GRADING NOTES 3.SOIL STERILIZER. AN APPROVE� SOIL STERILIZER SHALL BE USED ON ALL BASE STANDAR� N0. 200. AT ALL TIMES. ACTNE STOCKPILES SHALL BE COVERED PRIOR TO A FORECAST RAIN.
STAN�ARDS. ALL CONSTRl1CTI0N AND GRADING RELATED ACTVITIES Q.E, STOCKPILING, GRADE SURFACES PRIOR TO PAVING.
3. ANY PROVISIONS OF THE SOILS REPORT WHICH CONPLICT WITH 18. P DEfAI AROUND VAV V R . ALL PAVING AROUND g.CONSTRUCTION WASTE. CONSTRUCTION WASTE AND MISCELLANEOUS DEBRIS SHALL BE PtACED IN WATER-TIGHT
LAND CLEARING, EROSION & SE�IMENT CONTROL, EfC.) SHPLL BE PERFORMED IN q.pRIME COAT. PRIME COAT IS REQUIRED ON SUBGRADE OR BASE WHEN THE BASE MANHOLES, UTILIN VALVE COVERS, ETC. iHALL BE IN ACCORDANCE WITH THE
INFORMATION SHOWN ELSEWHERE ON THESE DRAWINGS, OR WHICH REQUIRE qCCORDANCE WRH CHAPTER 18 OP THE CIN OF TEMECULA MUNICIPAL CODE. THE BINS. WIRE MESH RECEPTACLES SHALL NOT BE ALLOWE�. WASH-OUT STATIONS SHALL BE PROVIDED FOR
FURTHER CL4RIFICATION, SHALL BE BROUGHT TO THE ATTENTION OF IS SU&IECTE� TO SUBSTANTIAL CONSTRUCTION TRAFFIC (OR WHEN LONG TIME GREENBOOK REQUIREMENTS, UTILItt AGE�CY RE�WREMENTS, Cltt AND WNCRETE, PAINTS, STUCCO AND OTHER LIQUID WASTE, AND SHALL BE LMED WITH PIASTIC AND LOCATED
FUSWE ENGINEERING, INC. ENGWEERWG AN� CONSTRUCTION MANUAL, ALL APPLICABLE STANDARDS, THE LATEST PERIODS ELAPSE BEFORE AC IS PUCED), AS DEfERMINED BY THE SOILS ENGMEER ENGWEERING STANDARDS. REFER TO Cltt STANDARD N0. 503 "PAVING DEfAIL
EDITION OF THE CALIFORNIA BUILDING CODE (APPENDIX J) AND, IF APPLICABLE, THE qND APPROVED BY THE Cltt ENGWEER. AROUND MANHOLE." AWAY FROM PUBLIC RIGHT-OF-WAYS, FLOW LINES, ETC. PRIOR TO ANY FORECAST RAIN, BINS AND
4. A REPRESENTATNE FOR THE SOILS ENGMEER SHALL BE AVAItABLE TO STATE WATER RESOURCES CONTROL BOAR� (SWRCB) NATIO�AL POLLUTION DISCHARGE WASH-OUTS SHALL BE COVERED WITH LIDS OR PLASTIC TARPS.
OBSERVE AN� APPROVE THE EARTHWORK OPERATIONS AN� TO VERIFY FIELD ELIMINATION SYSTEM (NPDESJ GENERAL PERMIT FOR CONSTP.UCTION ACTIVITIES. S.NPE I SWRRY. PRIOR TO PROJECT FINA� COMPLEfION AND ACCEPTANCE OF �g, pC PLACEMENT. THE MEfHO� OF �EPOSIiING, DISTRIBUTING Q.E., USMG A 10.STORM PROTECTION. STORM WATER RUNOFF SHALL NOT BE DIRECTED OVER SLOPES WITHOUT PERMANENT
CONDI➢ONS AS WORK PROCEEDS. THE SOIL ENGINEER SHALL SUBMIT FlELD yTREEfS INTO THE CITI"5 MAINTAINED SYSTEM, ttPE I SLURRY SHALL BE PIACED SELF-PROPELLED SPREADWG/FlNISHING MACHWE) AND ROLLMG AC SHALL BE IN �OWN DRAMS INSTALLED. ESC MEASURES ARE REQUIRE� ON ALL EXPOSE� SLOPES UNTIL
REPORTS CERTIFYING THAT THE MEfHODS AND MATERIALS OF THE 1. PERMIT REQUIREMENTS. A GRADING PERMIT SHALL BE OBTAWED PRIOR TO WER THE ASPHALT CONCREfE PAVED PROJECT STREEf(5), AS �IRECTED BY THE ACCORDANCE WITH THE GREENBOOK. SUFFIQENT/PERMANENT LANDSCAPE 6 ESTABLISHED. THERE SHALL BE 7009 SLOPE PROTECTION IN PIACE
FARTHWORK OPERATIONS WERE IN ACCORDANCE WITH THE RECOMMENDATION COMMENCEMENT OF ANY WORK ON THE SITE Cltt ENGWEER. THE ENTIRE ROADWAY WIDTH SHALL BE SWEPT AT LEAST 3 TIA�ES PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY. E
OF THE SOILS INVESTIGATION AN� THAT THE WORK WAS PERFORMED TO OR AS DIRECTE� BY THE Citt ENGWEER 20. ACCEPTANCE OF PRO�UCT. THE CONTRACTOR SHALL REPAIR ANY DEFECTIVE
THE SATISFACTION OF THE ENGWEER. 2. NOTIFICATIONS. PUBLIC WORNS SHALL BE NOTIFIED VIA LHE Pl1BLIC WORKS SURFACWG DUE TO GRADE SEffLEMENT OF FILLS, TRENCH FILLS OR BASE
INSPECTION LWE AT (951) 308-6395 AT LEAST 24 HOURS IN ADVANCE OF 6.FOG SEAL FOR PRIVATE DEVELOPMENT, ASPHALTIC EMULSION (FOG SEAL) SHALL MATERIAL, AS REQUIRED BY THE q1Y ENGWEER. NO PAVEMENT "BIRDBATHS' OR 11.POftTABLE MIXERS. ALL PORTABLE MIXERS SHALL HAVE PLASTIC LWERS UNDERNEATH THEM WITH =
THE CONTRACTOR SHALL MAKE ALL PROVISIONS FOR SOILS INSPECTIONS AS BEGINNING ANY CONSTRUCTION/GRADING OPERATIONS. BE APPLIED NOT LESS THAN 14 DAYS FOLLOWING PLACEMENT OF THE ASPHALT DEVIATIONS GREATER THAN 1/8 INCH IN SIX FEEf SHALL BE ACCEPTED. GRAVEL-BAGS PLACED ON THE DOWN-HILL SIDE OF THE LINERS TO CONTAIN DISCHARGES.
REWMMENDED WITHIN THE SOILS REPORT. AS A MINIMUM, THIS INCLUDES SURFACING AND SHALL BE APPLIED AT A RATE OF 0.05 GALLONS PER SQ. Y�.
THE OBSERVATION OF THE FOLLOWING BY A SOILS ENGINEER. 3. �Qy�. ALL CONSTRUCTION/GRADING ACTIVITIES SHALL BE DONE IN CONFORMANCE THE ASPHALT EMULSION SHALL CONFORM TO SECTIONS 37, 39 ANO 94 OF THE p�, pgp7ECTI0N OF WORK THE CONTRACTOR SHALL (A) PROTECT EXISTING
WITH RECOMMENOATIONS OF THE PRELIMINARY SOILS INJESTIGATION BY STATE STAN�ARO SPECIFICATIONS. STRUCTURES, WRB AN� Gl1TfER5, SIDEWALKS, LANDSCAPING, CATCH BASIN �Z.IAAIMENANCE ALL ONSITE AND OFFSITE FLOW LMES (I.E., V- AND BROW-DITCHES, TERRACE DRAWS,
A. PLACEMENT OF STRUCTURAL FILL MATERIAL BENEATH NEW PAVEMENT KLEWFELDER, DATE� NOVEMBER 25 2014. SAID REPORT SHALL BE CONSIDERED DEPRESSIONS AND OTHER SURFACE FEATURES AGAINST DAMAGE CAUSED BY R19BON GUTfERS, CURB GUITERS, ETC.), STORM WATER CONVEYANCE SYSTEMS, CHECK DAMS, CHEVRONS, SILT
5. THE CONTRACTOR SHALL �UALIFY ANY LIMITATIONS TO SOILS INSPECTIONS A PART OF THIS GRADING PUN. 7.TACK COAT. A TACK COAT SHALL BE APPLIED TO EXISTWG PAVEMENT AND pqVING OPERATIONS AN� ASPHALT SPRAY; (B) PROTECT COMPLE�ED WORK; ALL FENCES AND DESILIING BASINS SHALL BE FREE OF SEDIMENT, CONSTRUCTION MATERIALS, WASTE,
WITHIN BID PROPOSAL. VERTICAL JOINTS, CONCRETE SURFACES AND ASPHALT CONCRE�E BASE COURSE, IF VEHICULAR TRAFFIC (LE., MOVING OR STPTIONARY LOADS) SHALL BE KEPT OFF MISCELlANEOUS DEBRIS AND DEfERIORATED ESC MEASURES YEAR-ROUND.
IT HAS BEEN EXPOSED TO VEHICULAR LOADS. THE TACK COAT SHALL BE SLOW NEWLY PAVE� AREAS UNTIL PAVEMENT SORFACES HAVE COOLE� OOWN
SETTMG ANIONIC EMULSIFlE� ASPHALT NPE "SS-1H° CONFORMING TO THE �
GREENBOOK. ADEQUATELY; (C) CLEAN THE SRE (I.E, REMOVE LOOSE PAVEMENT AND 13.OBSTRUCTIONS. NO OBSTRUCTIONS, OTHER THAN BMP'S, SHALL BE ALLOWED WRHIN ANY STORM WATER
AGGREGATE, CLEAN OUT ALL MANHOLE P16, ENSURE FREE OPERATION OF CONVEYANCE SYSTEM, UNLESS ALTERNATIVE DRAINAGE FAQLITIES HAVE BEEN APPRWED BY THE CIiY
e.CERTIFICATION/TESTING ALL SUBGRA�E AND BASE GRADE SHALL BE CERTIFlED BY VALVES AFfER PAVING, REMOVE ALL DEBRIS, RUBBISH AND EXCESS MATERIAL ENGINEER.
A LICENSED LAND SURVEYOR. BASE AND AC MATERIALS SHALL 6E TESTED IN FROM WORK AREA, ETC.).
ACCORDANCE WITH THE Cltt'S QUALItt ASSURANCE PROGRAM (QAP) AND/OR AS pp OTHER CONSTRUCTION NOTES. REFER TO SEPARATE NOTES FOR "GENERAL," OTHER CONSTRUCTION NOTES. REFER TO SEPARATE NOTES FOR "GENERAL," GRADING
DIRECTED BY THE CITY ENGWEER. �
"GRADING," AND "EROSION AND SE�IMENT CONTROL" REQUIREMENTS.
LD18-0726
BUILDING AND SAFETY
RENEWE� FOR COMPLIANC WIiH TIRE 24 �
DISA9LED AC SS AND'q SIBWTY ON Y
APPROVED BY: / �i 7(�
�
CON3'iAUC710N FECdiD DATE BY REVqI0N3 ACC'D DA1E BBJCIi A1qR1( pE$K�JED BY DRAWN BY CHECICED BY (� � � �
T-30-81 EL= 1083J25 �ppOFDSS/pNq( Recommended By -"`- Date: �-���B CITY OF TEMECULA DEPARI'MEN'T OF PUBLIC WORK3 �
CoMractor Horizontal �� � � S `n�
2-t/2 BRA55 oISK IN CON6 RAGPoLE BASE. y �P � � These Plans Were Prepared Under the Supervision oF. 2 i
FROM iHE INlERSECiIqJ OG FRONT SIREET AN� � s � /Z � ;4
RANCHO CALIFORNIA ROAD 1.0 AIILES NORhiEAST w m � m Accepted By. I � ~ Dale: -
IfISP¢CtOf ON RANCHO CALIFORNIA FOA� TO HE M1ER- � C ]5822 A � Date: G� 6� t�'' PA�7pICK iH01AP , P. . � :
SEClla1 aF RANCNO CALIfIXtNIA Ano MCRAGA Vertical * ExP. a6-w-t0 * BRYAN �. SMITH DIRECTOR OF P1Bl1C WORKS/Gtt ENGINEER PA17-0626- COSTCO GAS STATION EXPANSION OF 7 SHEETS �
�ate Cam leted ROAD; 02 MILES NOR1H ON A1q2AGa ROAD TO sT Clvl� 2P TM 3334 - PARCELS A 8 D - LL A. NO. PA 99-0424 �
P iHE RAGPOLE. UNION SCHOOL; I FOOT EAST OF '9TE- OF �p��FOe' 44223
R.C.E. No. �SBz2 Expires: 06-30-2018 R.C.E No. N�'�"ES` �j� 2
, � � / � �� /��-� � � �" � � �' REMOVAL NOTES
B _ � ❑
� ' ��}�� � J� � � � " '.� � """' �` ��,` ❑2 REMO E EXISTMG STRIPING BY SANDBLASTING OR GRINDING
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� � � � � � % 2 � ,�' ��- � � ."�_ R� ❑8 CLFAR AN� GRUB EXIS➢NG VEGETATION
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p� S j ���� � �� � \ , � � � ��, � � ` � l, / 7O PROTECT IN PLACE E%ISTING FIRE HY�HAM
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� '; � � � ..' � �" yi - � '� �� ' ""' ``�,,,� , '�, ' 1 � 10 REMOVE EXISTING CONCREfE
� � 6 , � , �� � � �� � ��� � L � � � r' ��'� . � ..��� '� J �� "'*�.«� ��'e��� �"'" ,,.„.,� - - � � � REMOVE EXISTING FUEL SLAB SECTIONS AROUND NEL
; a � . . � � :. ' � A ,,. ; � �\ *�.,,� `�.. EXISTING
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�"� �� �� �� ,; ���� �V �� � � � � �� � �"""+ 13 REMOVE EXISTING CONCREfE GUTfER
� - � . , � : i � LIMfi OF WORK ,. � � � � ' .: ,..`^�+�..a„_��w..�...�.
� e`� ' �� �� �� � ' i� �� �p � "" ���'>.., � � � �q REMOVE EXISTING MOW CURB
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� �1 ��/„ , � �� � ��. . .. . .�.� :" , t � �j� , � � , � �� ,� -=� = . 15 PkOTECT EXISTING UTILITV IN PLACE
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� " ' � //� j % �/ � r�,, � � � ` ' V � � � � � ` � is ReMove exisrwc sicN
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. � '" i � / , � � � �� � � � � ��. �d ` 2 � � /'� �� 17 EXISTINO TRANHFORMER TO REMAIN
i
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�� Y � % � .���/�� � � �� ,� : � � � � � , ' ����� � ��� — — 18 EXI4TINB 4TORM DRAIN TO BE REMOVED
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� � � ��� � � � � �� � � � � . � / � ���� . � EX GAS STATION _ � ��� � ��'� � � � �- J W �� � � � 19 F1ECiFiICAL FEED TO BE RELOCATED PER ELECTRICAL PWJS
' . ., ." ` ..,
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� s °� ; , - � �� � � � ,� � . � �� . � � ' . � " , ' � Q REMOVE EXISTING OIL WATFR SEPAeATOR
.s . . , � � 3 � .. ,� � �
i �. ' , � � / � . �/❑ � � / � � � /� � �3 3 � � �� � � , -. � � � �,� � �``= 21 REMOVE EXISTING TFENCH DRAIN
' ,, , � , . � �� � _ � �.� / -. �� � � ; ,'� , i � ��-'� , 1 .�""� �� X EMERGENCY SHUT OFF SWITCH AND BOLLARDS W
. / � / � � ._ - < � � � � � � r��r� � � REMAIN. PROTECT IN PIAGE.
� � � � �� / � 6 <� ��� � y � � ��� . � � " � � "� 'r`� � � ' . i� � EXISTING TREES TO BE REMOVED�RELOCATED PER LAN�SCAPE
�\
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'� ,6" ; - / � � / � �❑3 �, / � / . I � , �` � p,z(p Y � �� � EXISTING STRIPING TO BE REMOVED PER ARCHITECT PLANS
; . � �� 14 / '_, ,.< - � / �� . / � ��� . � � , '�,<''x, fl ' ;..� � � . �` " � j � �
.. / � LIMIT�Ff�, ��.. � � ��� � � 11 / � �� � 1 �� — .
—' �'��� %� gn / / �� � � � ����� I � � ]� `/ � � �� �, e'! ���� � ' — EXISTWG EA6EMENT NOTEB
�/ ��' / � �� � ����� `� �' I � � f�.` -' � � - PUBLIC WATER EASEMENT TO RANCHO CALIFORNIA WATER
✓ /A. �
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/ � � � � , � - � � �1 LOT L,�NE� � x � � � OO TRAFFIC SIGNAL FASEMENT TO Cltt OF TFMECULA
/� � ' �� / / :.% � . / : . / 6 � / C �,, I
� - � ; / � � � . / �_ _ s � _ QB STORM DRAIN EASEMENT TO Cltt OF TEMECULA
/ . " . i� / � / j /� �� '� � , �/ �� I .. �� ..-- :. OO TEM COHN & WJDSCAPE EASEMENT TO CIN OF
� � , �� � � � � . ' 12 \� � 3 � , � 18 . �� � 16 � 15 I LIMIT OF WORK '� ....a�.. P...,. '� ��.. ..
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�� \ � � �i� �i � BUILDING AND SAFEN '
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' � � REVIEWED FOF COMPLIANCE WIM TITLE 24 �
. `\ . . , , l� ..._ .. �CE _ A�CESSIBILITY ONI�Y� ,
\ \ . ��. � . . ., . . . , , . / / � . . ... �,. ,,. \ . . . .. . APPROVI EOBBY'rJ� AND � �
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�N9�C�N p[-COFip DATE BY q�y�pryg ACCb DATE �ry�ry Mp,Po( pE�C�lEp Bl' pRp,yJN B1' CFECKEp Bl'
eROFEssi�, -//./ 8 CITY OF TEMECULA DEPARTMENT OF PUBLIC WORK3 �
1-ao-ei e�= IDeJJ25 q< Recommended By. Dote: �
Contraotor Horizontal �� � � ' S `� m
2-1/2 BRA55 DISK M CONG FLAGPoIE 6ASE. � qP � � These Plans Were Prepared llnder the Supervision of: O �
FROM iHE INiERSECPON OF FRONT SiREET AN� � s rZ,� J �
InSpecia� RANCHO CALIFp2NIA ROAO 1 0 MILES NORMEAST � m � �m �t ALC¢pted By. � �dtE: � �9 n
ON RANCHO CALIFORNIA ROAO TO hE IN1ER- C J5822 �� �dl¢: � ' 6.�V PAIRICK 1HON ��f �
SECTON OF RANCHO CAt1FOPNIA Arvp AIORAGA Ver6col * EXP. 06-30-i8 * BRYAN D. SMITH �IRECiOR OF P18LIC WORKS/Cltt ENGINEER PA17-0626 - COSTCO GAS STATION EXPANSION OF 7 SHEETS �
Dafe Com leted ROAO; 02 MRFS NORiH ON MOFAGO ROAp TO sr Cryl� 2P TM 3334- PARCELSA & D- LL.A. N0. PA 99-0424 �
P iHE MCPOIE. UNION Sp100L; 1 FO)T EAST OF 9Tf OF �A��F�� 44zz3 '
R.c.E. No. �sezz ExP��es: os-3o—zma R.ae. Na. REMOVAL PLAN C— .�
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O10 870TG\ `.�_ � �. 105975FG �..� � \ / �/
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24 e>-ua�o��a- i e -n � MATCH� EX � � ' ; � � ,�� �� � � � ,'�" � �� V ' � ��� • � � {
1066JOIE �� � � � 1.0% TS d:i � � � � '� ;� � � �� � � �� � , � � \ ... � �' �V� r � � .�� � �� �„/ -
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MATCH EX. 1059 1 FS � . � � �-. 1059.15F5 �� � , � ��- _ ,.. ��� .
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7059.44FG . I t . � � _ 7� .� . ' ' ; ; � j �' � tO6C.67F5 � �� �"` � � .. � � � �-+w,� ��+..�,� �' -
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1059.48FG � „ . . 05938FF 1059.38FF ; � � , : ,_ � ; ', .� . " � ,� '3 � �.MATCH�EX� MAiCH EX: �.� 1060 3FS � �..-� � ��� � - . .
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7059.68FG � � � . � % � � �:AlATCH �X. - g� �, � TCH %. � ' � � � � '-
" � MATCH E%. � . . n � i;/ i .� �� 1 � � � > V - , � � 10fi4 91J9 - _ � � . �� � �
. g � � �� . � 4.39� �l � . . 1059.63FG � j ', . ' ,� � � � � � �� .. 105952F5 � 1;061.41F5 � � � �
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. . ]059. T 105926TC 0.69 105B79TC: 105 31TC .. 1059.35TC� . . 1058.$5F5 � -. � ^ 1058 6FS � 4 ��... � �MATCHBEXS � 1060.86FS � � / 15� ` ~ �.. T � .r�� � .
20 � � . MATCH EX ' � � 2 ;
9058J3F � 7058.76F5 � � . . 1058J9FS �. � 105886F5 . . . . 105889FS . . . � �� � \ . . . J � � �:�v , �,-_ / - -.
- 1059.15TC � � 6" CURB : � e � 0" CURB � 5.5" WRB � " � 5.5" Cl1RB � F7�. � � '� 5 , ✓ i���,
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Ex� TRANSFORMER 1058 S�FS�- ' � � .' '�
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i . . . � � . � � ' - � � � � /� MTCH�EX. � �.. �/ � 105932F5 �� 106054 / 10061812FS � `,�.. � � � � ..,_ .� ..
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CONSTRUCTION NOTES � , � , � . ioss.���' , /. uP � . �� �05 eori � � , � �� ios000Fs ' �� ' �� �� iosi.ailc --- �� � _ � � � ,
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�7 6" CURB PER DEfAIL '8' ON SHEEf 5 �F �.' � � �� / �o, , � . � I �
, i �' � V ��. 1080.91FS '-� �
/ � . � �� _� 10 �O.BOFL � .- ' /�
/ 6B i,
�2 fi° Cl1FB AND GUTfER PEB DETAIL 'A' ON SHEET 5 ."' ,� �' � 10584 C ���� v' ` 1 5&79 IP �'� � 4 �' '' '
�� 1/
�3 AC PAVING AND BASE PER DEfAIL 'D' ON SHEEf 5. 4 AC OVER 6" � ' ,r , �' � � TC �E%. � � � 9 a j �10 � �-`3TI �' .� 5 .704F�� ��UTE �.SJ� 1 034F5 � � � LOT LINE. _� " , �- •' � I ; � . ..
� �✓ ��
CLA55 II BASE FOR LIGHT-DUiY PAVEMENT AND 6.5" AC OVER fi.5" � , � " / � 3 I I I1054.SOIE 5 � f �� �p . � %1 � i �
(OPTIONI2)AFOROHEAW-UNRPAVEMEMER 12" CLASS II BASE � - , � , � � �05876T_C„j ZZ � I � : (MATCA Ex IE � � �
.,, , / / � � 5 .
, � / / / � \ 6" 45ELL � ;! 4 �. J ,� - � h,!
� "� 1054401EO � � O � m 7056AOIE� 1060.56 �� � �� � .� � --" � I ii �
O4 CONCREfE StAB PER ARCHITECTURAL PtANS , / � i � �/ � . 9 \ 105&26FS .g" TEE " _"' ' _ S / 101 80201 "' :� 8 � .. ' / + � '� i / � -}
1059.1OLIP � .. � . „ � ..__; �. .. ti�=:. � � ,-,:.�-.,9:` . _ � _ �.SOr�.� 'y=Cy
.' 7056 � O 10 1060.45F5 I ,... 10605 F,-., . 6 .._,_.. r,�""`- ".� „ -P-r /�A'..� ,
� 3' RIBBON GUTTER PER DEfAIL 'C' ON SHEEf 5 - / / �� e" 45WYE -� 7 S 7055.fi51E i054.e01E � �9 � �
/ � / � � \ M . a ioso ssrc I �osi.o3Tc _
/ � // � %,-�� 1057J7FS � �054.OfilE �A° 7054.191E 1059.45LIP �` { ID� � OfiSil �$ � �
/ . ioss.osiE ` � � iosessrc �
Q6 EXISTING STORM DRAIN TO REMAIN, PROTECT IN PLACE . ' / / 4 � ' .MATCH���EX. 1 �" �� � - - 1055.731E , . �/ e�.� - � � � ,��„� � I
/ / ,. , iasa.osTc ;, �iose.asF� � � �, � - ' " ��� .
SrORM DRAIN CLEANOUT PER RSD SG-07, RIM TO REA� "STORM � .j / . j . � �, 105]91F5 ' � o / � - �'" � �� /%��� � � .�s^�r'
O8 �4�PVCSTORMDRAIN. SLOPEAT20% MIN. L � ,'� / %'/� , 161057.07FL /j� � 105753FL- . . - --: ...1 . / 10545fiE14105B. 3F5 � 7055.451EP \ � � 1 �� � (MATCHEXSE� 1112 � / 19 j�/ �;,..r°" ��-� �h�,..(-li, �� . .. ..
I �..�
� 8.. x 6" ECCENTRIC REDUCER .......,� ✓ / // / . 8053AOIE �� � I058. 7T 5 10 8.62T� u / �� 2 . 7fi . '06072LP.' �� ioso.isF� ��� " %� / �fr.'�,,'%i.� :� �' �i' , jl
/ / / '�' I � � �� i is 6ios�.a�Fs)I I . �r iosa.esTc � ioea.ieRiM �s ' / � � ' � '/ .��-�. �.'�I ' - .� � i . .
/ � 13 7 �i�"II � 10 812 � � . 13 i � t05836FL . Oj .� �j' J .: '�_�� __ � '{`
��j CONTRAICTOR50 POTHO�LE&AN�PVERIFYAEX6TINGRUTIRNTELEVATION, � � �.r \ / ���� , 105Z23TC �/ s � I ' I ...-. �� i I. . . 21 ... . I ��� - \ 2 1058'80FS801� pP0.24LIP � ... . / 1060.42TC � � /��;j��J��� � ��'i / �'i i i ' I. � ;I,� .
� i � �� ' � / 1 T 1057.9 TC 190 8 34T 21 105 90TC ti /`� 1059:92F5 � . �� � i' I � ��� � .
DEPTH AN� LOCATION PRIOR TO STARTWG CONSTRUCTION � I (105fi73F5) � 14 I � T � I °j +� � � / � �
� CONNECT TO EXISTING PRIVATE STORM DRAIN / ' ; � � I � � tOfi0.fi0TC / �'
�
� .� � �� 1 � � � � /� ��� 7053.4ME �� � 10fi7A f5 10 7.84 705 40FS �I 15 ��., �. 70fi0.10F5 ' / � � A ., i i L ; � i. ��. ,
� FLOW THROUGH PLANTER PER DEfAIL 'H' ON SHEEf 5 �. � �. � 1 :, r � � ��i� � l� �_�� � 1 . . . 19 � . _ .__ _ __ __ _ _____ � � ' �,
t � 1 TT �
�4 PRE-CAST CATCH BASIN PER DEfAIL 'F' ON SHEEf 5 � ry � f �� / /057.44 C� ^ j�� ^ 1057.54TC I 1�058JBTC 1�5923TC � � � / � -� � ' '
I I � � 1056.94F5 �- �g U 1057.04F5 QOSB.28FS � 1058J3FS �g 1059.14F5 1059.45FS -
� AREA LIGHT PER ELECTRICAL PLANS `l � � '. 2 7 (�' ��- N \ MATCH EX. M A T C H E%.
� �� � p�� . � PRNATE STORM DRAIN IMPROVEMENT DATA TABLE
16 Cl1RB OPENING DEPRESSION PER �E�AIL 'E' ON SNEEf 5 * I � ��� j// I PARCEL D ., ' j
� NO. N4H RE-SURFACING PER Qtt OF TEMECULA STANDARD DWG. � \I / \ �.. f i �� \ 1 LLA NO. 99-O4Z4 � / No. LENGTH DIRECTION/�ELTA REMARKS
�� / i
18 PROPOSED OIL WATER SEPARATOR PER DEfAIL 'I' ON SHEET 5 . �
�g SAWCUT AND REMOVE EXISTING HARDSCAPE GRIN� AND OVERIAY 3' . / / , \ , � �1 101.41 � N56'4327'E 8 PVC, S = 0.509
�� % \ i'�� � � � � � V PP.R EL A 0 ss.za' Nasaazz'e a Pvc, s = i .009
O i � . �oss sztc � �., / C
AT SAWCUT LME (IYPICAL) PER DEfAIL 'J' ON SHEEf 5 � �� / 105309E 81R. �� �� _ ��,,__ � . , � . . LLA NO. 99-O4P4__.
�0 CONTROLLER ENCLOSURE ROOM. SEE BLOW-UP DEfAIL THIS SHEEf ��' l � (105309E 1�"OUT, �' � , � v,�•_ ���� � _ � ` \� t � . 3 13.08' N56'4322°E 8 PVC, 5 = 1 .0�7
� _ ,- ;._'__.. �'j .-�
r
\ �:� � r . � " - � � , '�. '- '',i � -� � .'' �. . ,. 4Q 21 .33' NSfi'43'27'E 6" PVC, 5 = 1 .007
Q SPILLWAY CURB & GUTTER SLOPE GUTTER 29 MM TOWARO � ,`��, �\ \ � � � - i t�� , �-. � �� �l � � \ v
ASPHALT PAVEMENT \ \,\. . . � . ,.., I . " ..... , � \. �, 5� 125.85' N61'46'38"W 6' PVC, S = 1.00% E
� INSTAL� NEW SHUT OFF VALVE IMMEDIATELY �OWNSTREAM OF � , \ � �, ' � ; �
OIL/WATER SEPARATOR. 6 WCH BALL VALVE M C.I. VALVE BOX � , ', , 8 ''�� '�, li . . y �� '� '. . '�. / �''. � , �6 7.91� N33'1638"W fi' PVC, 5 = 0.50%
FLUSH WITH GRADE VALVE TO BE EQUIPPED WITH WHEEL/KEY FOR '�. ''�. '� '� '� . � -
EASY OPEN-SHUT OPERATION. VALVE 90X SHALL HAVE HINGED � �� �, �� � � .. �+� ��i ; � . � �7 51.67' N33'16 38"W 6" PVC, S = OJ2%
EASY OPEN LI�. BO% AND IJD TO BE H-20 RATE�. ��� �- � �, ;J, i �
\ � / �8 7720� N71'4327�E fi' PVC, 5 = 2.007, ^
�3 GRADED SWALE SLOPED AT 1 .0% MIN. \ \i • � � �g
. \ � � � c � � / �9 9.91' N39'34'11 "E 6" PVQ 5 = 2.00% ^'
�4 9"x9" ATRIUM GRATE NDS /J981 OR APPROVED EOUAL � ' � - ' \ o: / -
� / �. 10 30.28' N61'46'29'W 6" PVC, S = 1.00% m
EXISTWG EASEMENT NOTES � �;, � , � :. � � , I I '�� , =
\ � � 11 25.70� N71'43�27'E 6" PVC, S = 3.109
OZ PUBLIC WATER EASEMENT TO RANCHO CALIFORNIA WATER \ � I � � i � . E
�ISTRICT \ � � �, \ '�' � � \ � 12 fi0.19' N2B'13'36°E 6' PVC, S = 3.10� `��'
Q3 GTE TELEPHONE FASEMENT \ ` ,
i � � � A� : I ., � . i � � r � . 13 224' N16'46'34"W 8" PVC. S = 3.10%
O \ � \ / \ \\ \ \ \ \I � �_ � ._,� .._- !- � 7� � . � - t-j •-____ � a
Q7 TRAFFIC SIGNAL EASEMENT TO QTY OF TEMECUtA �
\ �1 � \ � � I I � � . �
e STORM DRAM FASEMENT TO Cltt OF TEMECULA \•� oi i ' «
SIOEWALK & LAN�SCAPE FASEMENT TO CI1Y OF \ ' �
\ , � � ' � / , � LD18-0726 a
� TEMECULA � � � '� V� � � , '.. . . � . . . ,. <
� � � . „ � � � �� � ��= � ' � �� . 20' o' 10' 20' BUILDINGANDSAFETV G
� . � � ' ' E.W7TH ➢RE 24
APPROVED @y; � CESSIBILITY ONLY� �
\ . \... / SCAL� OISABLEDO COE53 ANLp'AC, , � �
�
�
CONS1AUCflON RECORD DATE Bv {'{Ey�pryg ACC'D DATE BBJCH M4FiIC DE3�lED BY DRAWN BY CF�CKE� BY (0� _� CITY OF TEMECULA DEPARTMENT OF PUBLIC WORK3 s
r-3a-at e�= ioea�zs oPft�FESSipNq( Recommended By �ale: � .
Contractor -- Horizontal ��� � � ' S F A o
z-t/z eanss oisn w cor�a v�ncao� aASE. � >P � �, 7hese Plans Were Prepared Under the Supervision of: /
- FROM RiE INiEPSEC➢ON OF FR�NT SiREET AN� � s m T/+ ^ O Y �
Inspectar RANCHa cAUFORwA FOAo Lo MILES NOR1HEAsi � m s A �I � ( / p Accepted By. Date: o � � J �F r
ON RANCHO CALIFORNIA ROA� ID hE M1ER- C JSB22 /( l' A� ` / DdSE: �'�' I D PA ICK 1HOMA3, . ��L� �
SECPON OF RANCHO CALIFOflNIA ANU MORAGA Vertical * EXP. 06-30-18 * BR AN D. SMITH DIRECiOR OF PL9LIC WORKS/Cltt ENGINEER r PA17-0626 -COSTCO GAS STATION EXPANSION OF 7 SHEET$
�oteComleted ROAD; 02MRESNORIHONNORAGOROA� TO ST CIVI� �P TM3334 - PARCELSAS � - LLA. NO. PA99-0424 a
P NE FIdGPoLE, UNION SCHOOL; 1 FO]i EAST OF 9rf OF CPUf�� 44223 i
R.�.E. No. �58�� ExP��es: os-3�-��,a R.�.E. No. PRECISE GRADWG PLAN C- 4
C&G PER TEMECULA CURB AND GUTfER CURB AN� GUiTER,
BEYON� �EfAIL A/5 MIN. 2" DROP TO
t 1/7' STANDARD DWG 200. MODIFY p COBBLE CUP.e OPENING PER
AS SHOWN z� ( . Y 610-RLTENTION TO BE PLANTED OVERFLOW STRUCTURE DEfAIL E/5
AC PAVING � ��I.J p"_� 6"' PER LANDSCAPE ARCHITECT PLANS TOP OF GRATE (TG)
� I � �x 6" MIN 6" �EPTH OF 3" - 6" PER PUN
L �
�oo � II ' • �7 1�4" ° � BLE WASHED � � �
� 17 . E�
�- . � � CB - - -
� i . . DEPRE55 TOP OF . � . .� . � _
a ` - • �` . a " "' - - - - -- CURB AND FLOWIWE � ' � ' . �1 , , `
0
m :' ..�. . •. � 1 : � 3� 6" }MIN 6� .
� 2" BLOW LIP AT ' : � I - - . ( �� �
� o e,
3"� � 3 ,�) , �7P �EEPENED CURB AN� Gl1TfEA
"' oaENiNc. currER A a' s' � "z' s A �
`�- � � � - � INLEf ELEVATION (GIE) � _ PER DEfAIL A/5
� � ' 24" THICN LAYER OF � �
9vr. ,-rv � p LOAMY SAN� T'PE SOIL FlNISHE� GRADE � � CONNECT LINER i 3'
o� i I �-� �� Z4� M� " "`� MINIMUM MFlLTRATION RATE Z 24 ELEVATION (FG) ID CURB PER DEfAIL G 5 MATCH EX �
� �� � � ' 8 �i - � SEf LEVEL � ' � �GRIND &
COMINUOUS SECTION A-A � � � 5"/HOUR, SEE NOTE 6 ' IOVERLAY ' SAWCUT LME
I ��I �4 REBAR � _6�• „ MAINTNN 6" BENCH NATNE SOIL FOR i I I
�' �� SUPPORT OF A�JACENT Cl1RB/PAVING I
J� �EEPENED CURB �'FR 0 MIN. 4 DEEP BIROSEYE" WASHED t s v y'� ; 'n$' ,2'y �v. �I � I � MIN I I EW AC PAVING
p PEA GRAVEL CHOKER STONE LAYER � �' x �OUBLE LMED IMPERMEABLE LWEft ON
NOTES: I, �9/y o r >'r 8 MIN hy�<.� y zy� -
M� DEPRESS GUTfER � �, -�r � ALL SIDES OF PIANTER. MIRAFI NT100
1. CURB AN� Gl1TfER PER PER TEMECULA STAN�AR� DWG 200. MODIFY AS SHOWN N NOSE �OWN CUR CALTRANS CU55 2 � �+�� ^ OR EQl1Al. MIN 18" OVERLAP AT �
2. FOR CURB AN� GUTfER A�JACENT TO FLOW-THROUGH PIANTER, DEEPEN BOTfOM OF - BEND DOWN 2" AT OPENING, �' > ' `�
. OVER 6° (iYPJ PERMEABLE � I JOINTS.
CURB 10" AS SHOWN. ° AN� CONiINUE GUTfER MLEf �
3. ALL CURB AND GUTfER SHALL BE FOUNDED ON COMPACTED SUBGRADE � TOP REBPR AT ELEVATION (GIE) � I
, � \ OPENING PIAN VIEW 4" �IA. PERFORATE� SU9�RAW E%iEND LMER 6" MIN BELOW BOITOM EXISPNG PAVEMENT
'�, \ SLOPE� 0.5% MIN TO Ol1TLEf OF ADJACENT GRAVEL LAYER SECPON TO REMAIN
INSTALL COTOFF WALL AT Ol1TLEf
�n� CURB AND GUTTER ,�_=� �= �
5 NOT TO SCALE � \ , CONSTRUCTION NOTEs
1. SCARIFY SUBGRA�E BEFORE INSTALLING BIOREfENTION AREA AGGREGATE AN� BSM. NOTE: TO BE 11SED AT ALL AC SAWCUT / EDGE CON�ITIONS
2. BSM TO BE LOAMY SAN� iYPE SOIL WITH MFlLTRATION RATE OF 5 INCH. PQ2 HOl1R (MIN).
3. COMPACT EACH 6" LIFT OF BSM WITH LANDSCAPE ROLLER OR BY LIGHTLY NEITING. IF ��� GRIND & OVERLAY
�� CURB OPENING DEPRESSION werriNc, nuow To oRv oveauicHr eEFoee auNriNc.
6„ CURB PER TEMECULA 5 NOT TO SCALE 4. DO NOT WORK WRHIN BIOREfENTION AREA �URING RAIN OR UNDER WEf COADITIONS. 5 NOT TO SCALE
STAN�ARD DWG 204A. MODIFY 5. KEEP HEAW MACHINERY OUTSI�E BIOREfENTION AREA LIMITS.
AS SHOWN 6. ENGINEERED SOIL MEDIA SHALL BE COMPRISED OF 85% MINERAL COMPONEN� AN� 15%
ORGANIC COMPONENT, BY VOLUME, �RUM MIXE� PRIOR TO PLACEMENT. THE MMERAL
- - - COMPONENT SHALL BE A CLA55 A SAN�Y LOAM TOPSOIL THAT MEEfS THE k4NGE SPECIFIEO
= u? CASr IRON G4LVANIZED GRATE. IN TABLE 1 . THE ORGANIC COMPONENT SHALL B3E NITROGEN STABILIZED COMPOST, SUCH
I � �li _ . H-20 RATE�, AOA COMPLIPN� W THAT NITROGEN �OES NOT LEACH FROM THE MEDIA. THE CERTIFlCATE OF CCMPLIANCE
_ � "�,, '6 ALL PAVED PRFAS. OPENINGS SHALL 6E MADE AVAILABLE TO THE INSPECTOR TO PROVE THE ENGWEERE� NIX MEETS THE
� � 1/2" AMX MEASURED IN SPECIFICATIONS.
II � 1�-� • ' � ql! PARNlEL TO DOMINWJi DIRECTION TABLE 1: MINERAL COMPONENi RANGE REQUIREMENTS
/ OF PEDESTRWJ TRAVEL
/ G 9. FANGE COMPONENT
I � I - F,2�� 70-80 SAN�
- 3 - #4 BARS CONT. O m � oQ O�
_I .. —. TOP AND BOTTOM II 1`L�,P+\� 'S-1Z0 CIAY
� �I I - ' x �I�O H BIORETENTION PLANTER FTP
` v� I I \ c / NOT TO SCALE � �
-- - BROOKS BOX 0 � O �/
APPROVED EQUAL
NOTES: DEPTH VAPoE � ' WIDE CONCREfE 24' CAST IRON
7. FOR CURB ADJACENT TO BIOREfENTION PLANTER, DEEPEN BOifOM OF CURB 10" AS (18" MINJ qpRON AROUN� CATCH HERRINGBONE
SHOWN. BASIN-THICKNE55 AND PAIIERN FRAME & COVER
CONC. PER DETAILS WITH GASKEf
BELOW, SEE NOTE 1 (GASTIGHT) STANDARD AS REQUIRED
_� CURB RiM. e�e� Pea PUN �nr exrRn cosT)
� 5 � NOT TO SCALE �
�/ �
6" THICK IN TRAFFIC AREAS �'
4' THICK IN NON-TRAFFIC AREAS 2432-03 RISER-3��
EXPANSION JOMT (TMPICAL� 1 1/2'� /S-REOb 24 2432-06 RISER-6" 6" GATE VALVE
SMOOTH TROWELL FlNISH AND SEALANT PER
y AFCHITECT PWJS. °i �'° . .�
a ,.
FUEL SIAB PAVING � � WLEf INVERT OUREf INVER
�1 � ��2� PER ARCHRECT PLANS 6.. 2„ m � ELEV PER PLAN q•' pUTLEf W/ 6" PVC
6"Lfl'.'., ,. . V 6" INLET o 4"x6" REDUCEP
� �� �: CONCRET �� S4NITARY TEE I
' ` gASE & APRON 7�PE SIZE AN� . �R ELBOW PER io
(658 CME-4500F) 8� /TYPE PER PUN. o � �oCAL COOE �
(4) �4 LONGITUDINAL � 8" O.C. 6 AB NotEICAL) SEE ! a �
�3 CROSS BARS � 32' O.C. CONCREfE (560-C-3250)
TEE/WYE (OR FLOW LME ELEV. FL)
OF LINE) AT END PER PLAN
�� RIBBON GUTTER SECTION X-X: TYPE 1 OUTLEf (PVr) JENSEf1 PRECAST MODEL JP500EE-50
5 NOT TO SCA�E 'FL- MORE THAN 36° BELOW G SIDE VIEW � N�C�NCREiE OF PORTLAND CEMENT DESIGN
NO SCALE
� (CUT AWAY) 4" INLEf TO & POl1RE� AND VIBRATED TO DEVELOP A
AC SURFACE COURSE N�� CONCREiE APRON TO BE INSTALLED FDR CATCH HhSINS IN H4ADSGWE OR PAVEMEM & Ol1TLET PIPE MINIMUM OF 3500 P51 AT 28 DAYS AND
7'-0" AND FlTfINGS REINFORCE� WITH #3 OEFORMED BARS AS PER
ARElS ONLY. OMIT IN WJLSC/.PE AREAS. STANDARD
STRII:TURAL DRAWINGS. STRl1CTURAL ORAWINGS
FROM MANUFACTURER AVAILABLE UPON
C � PRECAST CATCH BASW �- — — — — � � � REQu�sT.
�G���� i` � � < C ���p G��<�p CLASS 2 5 NOT TO SCALE I ( LARGCRATHTANNUNTTSIZE EXCAVATED BASE�
AGGREGATE BASE
�/ CJ �� � C � / , MUST BE LEVEL AND COMPACT. SIX WCHES OF
�o- ( \ "f1 0� � r� COURSE TO 959
.� o � �. o � .� o m ROAD3ASE OR GRAVEL RECOMMENDED.
o �C� C'o ��(��'��, y o
� i �� I TRIM LINER TO TOP EDGE OF FLAT BAR. 3. A MAXIMUM OF 24° GR-22 GRA�E RING E
( �''�. I � II "II "' SLICONE SEAL TOP EDGE OF FLAT BAR. TOP OF ( I RECONMENDED. GREATER RE�UIREMENTS
� I . II. LWER TO BE 3" BELOW SOIL LEVEL SH06LD INVOLVE AN INCREASE IN THE HEIGHT =
- L _ _ _ _ J � � OF THE RISER SECTION TO FACILITATE
SCARIFY AN� RECOMPACT � INSPECTION AND CLEANMG.
SUBGRA�E PER GEOTECH TOP VIEY/
REPORT 2" x 1/4" HIT ANCHOR (COVERS & RISERS REMOVE�) 4. ALL ACCE55 LI�S IN TRAFFIC ARES TO BE
. � 12" O.C. H-2C RATE�.
AC CLA55 2 AB
PAVEMENT ttPE (MCHES) (INCHES) . 5. LIqUID CAPAQ7Y: 500 GALLONS.
� t/8" MIN ALUMINUM FLAT
LIGHT-0Utt 4.0 6A , BAR, 7' WIDTH
HEAW DUIY OPT.1 6.5 6A � �
oPr.z s.o ,z.o �� OIL WATER SEPARATOR
NOTES: � HDPE 5 NOT TO SCALE
1. CONTRACTOR TO CHOOSE ONE OF THE OPTIONS FOR HEAW DU7Y PAVEMENT �� LMER -
2. PAVEMENT TO BE INSTALLE� WITH N!0 (2) LIFfS OF AC �� .
3. SEAL COAT SHALL BE POLYMER SWRRY SEAL "SUPER DRNE NFF° AND SHALL BE �
APPLIE� PER MANUFACTURER'S INSTRUCTIONS. LD� H'O7Z6
TYPICALAC PAVING eui�oiNcnNos,aFen -
�o� �� LINER CONNECTION REv,E�o FOR �oMP�,AN �T„ „nE z4
5 NOT TO SCALE 5 NOT TO SCHLE �ISA6LE� AC E55 A AC ESSIBILITY ONI�Y
APPROVED BY: �� �
a
CON3iAUC710N RECORD onrE ar p�g�.� ncc'o oa� gE{,ICH p�qPo( DE9IC�JED BY DRAWN BY CHECKED BY %
eaoFEssioNq G-//-/f� CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS a
r-ao-ei e�= toea�zs o ( Recommended By Date:
Contractor Horizontal �� N � ' S '° �j '
2-1/2 BRA55 �ISK IN CONC. RAGPOLE BASE. qP � � These Plans W¢�e P�¢ Of¢d Ulld¢f th¢ Sp ¢rv1510� Of: �. � " �
FROM iHE INIERSEC110N OF FRONi SiREET ANO h � a Z P P ' � � r� �of
RANCHO CALIFORNIA ROA� 1.0 MIlES NORTIEAST w m � m Acce ied B
Ins edor � P Y � �� Date -
P �N RANCHO CAl1FORNIA ROA� TO hE WIER- � C J5822 A �� � Date 6� 6�!$ PA CK 1HOMAS, .E. ��'� �
SECTON OF RANCH� CALIFORNIA ANO MORAGA Ve�fical * E%P. 06-30-18 * BRYAN D. SMITH �IRECi�R OF PIBLIC WORKS/Qtt ENGINEER PAi�-0626 -COSTC06AS STATION EXPANSION OF 7 SHEETS
DdS¢ COrtll¢1¢d POA0; 02MILESNORRIONMORACFROAOiO Sf plVll 2P TM3334 - PARCELSA & D - LLA. NO. PA99-0424
P lHE FLAGPOLE. �NION SCHOOL; i GOJi EAST OF 9TF OF CA��fQ� 44223
R.C.E. No. �S8Z2 Expires: 06-3�-2018 R.C.E. No. �ETA�LS' �j� 5
/ \ \
/ � \ CONST. NOTE QTY EROSION AND SEDIMENT CONTROL SYMBOL
� 4 EA STORM DRAIN INLET �
� \ � PROTECTION PER SE-1� NPE III
� . \ � . � 1,300 LF WEIGHTE� FlBER ftO�L PER SE-5 — — m — —
� . \ � Q 3 STREET SWEEPING AND SS�/
/ �. _ _ \ � � \ AREAS VACUUMING PER SE-7
� � \ . � '/\^ � . � QS 1 EA CONSTRl1CTI0N ENTRANCE
. / . : / � V O . �
� �. � �q� F�oW o�RE�T�oN
\ � NOTE:
. � + \ � � � \ \� � : CONTRACTOR TO MARK ON THIS PLAN THE FINAL LOCATION OF WM BMPS WCLUDING CSM, CWM, MS, SS,
� EfC.
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V / �
�� _ � , ; , ��, LD18-0726 �
o
� � , � � ,
� , -- --� � --- - -- -- — : -- — ' // %Y �r , " - �- - - - BUILDWG AND SAFETY
\ . � ,. � . . . . ..... .. .. . . . . y� � � (�� �.
. ' REVIEWED FOR COMPLIANCE WITH TI7LE 24 `�
DISABLED A�CE55 ARp ACCESSIBILITY ONLY
\� � NNME/,/ fL� /o y" pAIE
APPROVED BY. +v��- � V`
CON3iAUC710N RECORD onrE ev REYISION3 ncc'o oah gENCH MARK DE31(�lED BY DRAWN BY CHECKED BY / � �
Honzonmi �,0� s =�m Y � � -'� oate: LO��"�� CITY OF TEMECULA DEPAR'fMENT OF PUBLIC WORK3 s
QROFEssiov �
r-ao-ei er- maa�zs o < Rewmmended B
— E
D-
Contractor f` /
2-1/2 BRA55 DISK IN CONC. RAGPOLE BASE. r�� P � c These Plans Were P�epa�ed U�d¢f th¢ $�p¢fdSlOfl OC '���� /
FROM THE INIERSECPON OF FRONT 5ffiEET AN� w s m . _. � l� `���C 6
I�spec{o� —. _ _ PANCHO CALIFORNIA ROAD I.0 MILES NORIHEAST A j2 (� ,- i ACL¢pI¢d BY � ��' OoSE: � �.�����
ON PANCHO CALIFORNIA ROA� TO il£ INiER- p C J5822 ��K �_, . ( 6 . '� � ����
SECiION OF RANCH� CALIPoRNIA AN� MORAGA VEfliCal * * DaS¢: '�� PAiRILK iHOMAS, P. .
E%P 06-30-18 BRYAN �. SMITH �IRECTOROGPIAUCWORKS/aTYENGMEER PAi�-0626 - COSTCOGASSTATIONE%PANSION OF7SHEETS
DateCompleted POA�; 02MILESNORiHONMORAGnROn� tO Sf I�I` �P TM3334 - PARCELSA & D - LL.A. NO. PA99-0424
1HE FLAGPOIE uNION SCHOOL, 1 GOOi EAST OF 9� OF CP��f�� 44223
R.c.c. No. �5822 exp1fe5: ofi-3o—zo,8 R.�.E. "o. EROSION & SEDIMENT CONTROL PLAN C— (j
z CRUSHED AGGREGATE GREATER THAN 3��
BURIAP SACKS TO � BUT SMALLER THAN fi"
OVERIAP ONTO CURB N CORRUGATED STEEL PANELS
ORIGINAL
RUNOFF CURB _�GR4DE
RUNO�FF
SPILLWAY GUTTER FlBER FAW21C .
SECTION A-A
� CORRUGATED STEEL PANELS
GRAVEL FlLIED SANDBAGS . Q A A
NOTES: STACKED TIGHTLY o
1. PLACE CURB ttPE SEDIMENT BARRIERS ON GENTLY SLOPING o
STREEi SEGMENTS, WHERE WATER CAN POND AND ALLOW � .�
SE�IMENT TO SEPARATE FROM RUNOFF. I � � �
� 2. SAN�BAGS OF EITHER BURLAP OR WOVEN �GEOTEXTILE� FABRIQ a r�%� o
ARE FlLLED WITH GRAVEL, fAYERE� AN� PACKED TIGHTLY.
3. �EAVE A ONE SANDBAG GAP IN THE TOP ROW TO PROVI�E A c�
� SPILLWAY FOR OVERFLOW. z +
4. INSPECT BARRIERS AND REMOVE SE�IMENT AFfER EACH STORM � ' 24' !AIN
EVENi. SE�IMENT AN� GRAVEL MUST BE REMOVE� FROM THE w 50' MIN
TRAVELE� WAY IMMEDIATELY.
DETAIL: GRAVEL BAG CHEVRONS
NOT ro scn�E DETAIL: STABILIZED CONSTRUCTION
� ENTRANCE/ EXIT .
NOT TO SCALE
Z �
DIRECTION DIRECTION
WEIGHTED FlBER ROLL OF FLOW OF FLOW �
(AMERICAN FIBER ROLLS -
OR APPftOVEO E�UAL)
8" MIN.
GRAVEL BAGS
��� � VARES I I ROW 2 & 3 - 1 WI�E
�—�I
� WLEf OPENING: NOTE:
� � 1 GRAVEL BAG HIGH -ALL PROVISIONS OF BMP DEfAIL
NOTE 2 GRAVEL BAGS WIDE 5E-10 IYPE III SHALL BE APPLIED �
DETAIL WEIGHTED FIBER ROLL �) coNrRo� sirE auNOFF ovER anvEo suRFncEs ar � ,�
IJOT TO SCALE 1151NG WEIGHTE� FIBER ROLLS (FIBER ROLL WITH �---=-{
GRAVEL AN�/OR ORGANIC MULCH INSI�E) FIT THE I
ROLL TIGHTLY AGAINST THE PAVEMENT AND ANY
CONCRE�E OR E�GE, TO PREVENT GAPS. CURB
oiREcnoN oiaEcrioN
oF F�ow � oF F�ow .
�
E
GRAVEL BAGS
I I ROW 2 & 3 - 1 WIDE
- f�—�1 WLEf �PENING:
� 2 GRAJEL BAGS WIDE
7 GRA'/EL BAG HIGH
� DETAIL: STORM DRAIN INLET PROTECTION
� � PER 5E-70 Tl'PE II
NOT TO SCALE
LD18-0726
� BUILDINGliND SAFEN
REYIEWED FOft COMPLIANCE TH PTLE 24 �
DISABLEO ACC 55 AND G 5 IBILITY ONLY i
� APPROVED BY: '« �
�
�7�p� �ppp DATE BY � ACC'D oAiE BENCtI MARK DESKiNED BY DRAWN BY CHECKED BY G
T—ao—ei eu ioea.�ss opgoFEssi�q( Recommended By �� Date: � ���� CITY OF TEMECULA DEPARTMENT OF PUBLIC WORK3 6
Cont�acto� 2-1/2 BRA55 DISK IN CONC. MGPGLE BASE. Ho�izontal w�� p� D � S� ��c n o
-� These Plons Were Pre ored Under the Su ervision oE �
FROM THf MIERSEClION OF FRONi SiREET AN� � � s Z --��yy�� //'' P P �0 e
ns ectar RnHCHo cauFoarvin aono t.o Mi�s HORNEnsr " � � � m j�, �-//^/� Accepted By � � �"� Date: � �Z �� � „
I P ON RANCHO CALIFORNIA ROA� i0 IHE W1ER- � C ]5822 A �I�XJ'� �aS¢: ���. � � PA CK THOMA3, P.E. �LI u
SECiION OF RANCHO CALIFORNIA AN� MORAGA VCf�ICdl * E%P. 06-30-18 * BRYAN D SMITH OIRECTOR OF PIBLIC WORKS/Cltt ENGMEER PA1R0626 -COSTCO GAS STATION EXPANSION OF 7 SHEETS
Date Com leted fi0n�; o.2MiLEs rvoft�n oN MORAGaROn� io `rs c�vi� 23 TM3334 - PARCELSA & D - LL.A. NO. PA99-0424
P iHE (AGPOLE, �NION SCHOOL; 1 FOOi EAST OF 9T OF CA� � 75822 06-30-2018 R.C.E. N0. �
f "° "'Z3 EROSION & SEDIMENT CONTROL DETAILS C- 7
R.C.E No. Expires: