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NFRAL NOTESAF
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CITs'OF rElI 'ECUL.� ROSION
1. ANO-FEE CDNSTRUCTION FERMI lS RE /RE I MOBIL TION/DEMOBILIZA ( N
T REQUIRED FOR THE PRIME CONTRACTOR PERFORM/NG THE WORK SHOWN ON MESE PLANS. THE
T O I LS
PERM/ AN BE �� , v V _� :f j, r CONrWOZT CDETAINED A r THE CI TY OF TEMECULA PUBLIC WORKS DEPARTMENT 4, 20D BU INE -t - v r :_ n tikNO,��
S SS PARK DRIVE" TEMECULA .
CALIFORNIA. `'a.7ar'"^, 'a�'" "P i+�� �, r,r'":.� 4 ...d .:,V' ,1 gd�' l.rMs,�Yevq `. r i„ti ^ 4m�, n it
TRAFFIC CONTROLI LS
"�V'3.' ox1i",tt "�&f�"fy §,'"{r .1`'yF
,I 1 THESE ND TES ARE COMPREHENSIVE AND SHOULD BE APPLIED/ED ACCORD/NG ro sl TE
ry�,s���.�, : �� �°°t�, �� +��; /. SPECIFIC
,n�Q$..g1��ws f
�`� �� F r'�',;,w'. .Jlid�y 5 4^M
k. '. :_ ,, w,a ,w� .' A.a ,,t 3 ENGINEER/NG / CONSTRUCTION SURVEYING I
2. THE CONTRACTOR SHALL GIVE THE CITY INSPECTOR OR PROJECT MANAGER A T LEAST 48 HOURS NOTICE PRIOR TO COMMENCING r �� �� �� ��: � ���, � .��, ��a `_ �u CONDI TIONS.
YEAR-ROUND POLLUTION PREVENTION MEASURES, ALSO KNOWN AS BEST MANAGEMENT LS
WORK ANY WORK DONE WITHOUT PROPER INSPECTION WILL BE SUBJECT TO REJEC IDN. FOR � . . ;. , r; W ,� . �� PRACr/CES (BMP S)MUST BE INSTALLED PRIOR To ANY FIELD ACrlvInES. ADDITIONAL EROSION
r 0 INSPEC TION, CALL: 6 94-64/I. 7 nn _ l �� 4 NPDES COMPLIANCE /
x � : ,fPREVENTION AND ED/ LS
S MENr CONTROLS MUST BE INSTALLED AND MA/NTA/NFD PRIOR TO AND THROUGHOUT
11, .c , , . C
" �s,. , a :,yr ., EACH RA/NY A ..
�, :, �,.r � � �" � SE SON THE DE VEL OPER/CDN TRA CTOR/S RESPONSIBLE FOR EROSION AND
J. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE PLANS THS'STANDARD SPECIFICATIONS FRP l 'Al ���� ��� � �a�� �,f �� � � "I.lt.� �k'� SEDIMENT 5 CATCH BASIN NO, l W110
O UBL C WORKS CONSTRUCTION TI DN THE ( ) 2 EA.
r. , , r , � �, coNrRocs wo H
` � µ ,t UG our THE DURA TION o� THE PROJEC F
a� � � .� :'.. .,.. oR All
° , r .. ,. . ,, ..: ;. s , .. .. . . .., x. . ° CLEARING DISK/N GRAD/N
GREENBOOK CAL RAN .:F W . .;.d . ,.F.r. „r.,..Tfi G, G, EXCA VA r/NG
T 5 STANDARD SPEC/FICA TIONS AND PLANS THE ClCI T Y OF TEMECULA S AND . • .,F. �t r �n :.
T ARD DRAWINGS, AND THE PROJECT
AND SrOCXP/L/NG ACT/V/rES AND ON ALL EXPOSED SLOPES A
4
D S ND INACTIVE PADS THROUGHOUT TNe ENT/RE 6 LOCAL DEPRESSION NO. 2, CASE B 2 EA
SPECIFICA TIONS.
SITE. THE DEVELOPER/CONrRAC rOR/S ALSO RESPONSIBLE FOR ANY DISCHARGES FROM SUBCONTRACTORS.
�. 7 /8"R.C.P. 49 LF
4. THE CON TRA C TOR SHALL NOTIFY THE ENGINEER OF ANY INCONSISTENCIES BETWEEN THESE PLANS AND FIELD CONDITIONS PRIOR TO
u,.
CONS rRuc TION. � �,�
2, STDRMWA TEA RUNOFF SHOULD BE F/L rERED PR/OR To DISCHARGING To A STDRMWA tell CONVEYANCE SYSTEM
�k
, . ay= � �,°_ - 7A Cl TY FURNISHED /8"R.C.P. 84 LF
(NA TUBAL WA TERCOURSES, STREETS, FLOW-LINES, DRAINAGE INLETS Erc. ALL N N-P
ERMI T TED DISCHARGES
) 0
u.,,,,at,��S;�F; k��� eiS W r"'k'!x:,;��' 'f,,J '�'"u�. `�;`* T �f� z,sN' •.,,
N
,,.,..5 w,....a.u.,, r..k.w ,.•§ Pa..S r. ,>,.. 'n ir.r.. <.. ,1,..
qtr.� u a . § •.,,,.. . fid a ARE PROHIBIT D F
,�. �,.� � �M.,,� f� .�, a�a �.I,L�, .,. ,� ,�.� � '�:�..� ,,� .�H E FROM ENTER/NG ANY STDRMWA TER CONVEYANCE SYSTEM YEAR ROUND. 8 /2 R.C.P.
22 LF
M.l z i C � r � f ..
THE ENG/NEER SHALL BE NOTIFIED OF CHANGES OR ADDITIONS THA T ARE TO BE MADE PR/DR TO /N5 TAL LA T/ON NO DEV/A T/DN FROM ,a, �ria y#M�3��f�¢.�R�,�,�� ���,
„.
47
THESE PLANS /S PERMITTED W/THOU T APPROVAL of THE ENGINEER.
$A 7~
( Cl T Y FURNISHED /2N R.C.P.
J. IF rHE PROJEc r WILL DIS TURB, EXPOSE OR S rOCKPILE ONE (I)A CRE OR MORE OF SOIL, rHE SI rE MUS r BE 4� LF
co VERSO uNoE r
6. IMPORTANT NOTICE. SECTION 42/6/42/7 OF THE GOVERNMENT CODE REQUIRES THA r A DIG ALERT/DENTIFICA TION NUMBER BE ISSUED :`
R HE S TA TE GENERA L CONS rRuc noN PERMI r A WA S TE DISCHARGE MEN r/F/CA TION (WD/D)
M " NUMBER SHALL BE PROVIDED ro THE Cl rY PRIOR ro ISSUANCE OF R TRANsi TION 5 rRuc TUBE No. 3 / EA
. Paw. THE
BEFORE A PERM/T TO EXCA VA TE WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER, CALL UNDERGROUND SERVICE ALERT A T 1 s
G AD/NG PE P P SHALL BE
,r READIL Y A VA ro THE ClrY AND STA TE INSPECTORS AND UPDA TED r0 REFLEcr CURRENT SI TE CONDI TIONS /0 J
1-800-4224/33 THREE-WORKING DAYS BEFORE YOU DIG. UNC TION S TRUC TURF NO. 6 / EA,
DURING CONSTRUCr/ON, THE CONSTRUCTION PERMIT CAN BE DOWNLOADED AT
WA TERBOA RDS.CA.GO V/WA TER/SSUES/PROGRAMS/S rORMWA TER,
THE SWPPP TEMPLATE CAN Be // Loop DE rolls
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCA TION AND PRO TEC TION of ALL UT/L/TIES. FOR L DCA r/oN OF NDER �=�f:. - -s 2 EA.
UNDERGROUND ,z DOWNLOADED A T WWW, ABMP
UTILI TIES, oR FOR EMERGENCY ASSISTANCE CALL: 3;ti
��� C HANDBOOKS.COM/CONSTRUCTION.
P 12 REL OCA TE EXISTING WA TERL INE I LS
4. ADDITIONAL EROSION
SOUTHERN CALIFORNIA EDISON r_rr----r-r- (951) 928-8272 , F SON AND SED/HENT CONTROL MA TERIAS SHALL BE STOCXP/LFD A r VARIOUS LOCA r/DNS
r r r i 951 J35-7734 DI5 RIB - ° w �,�.'; •. .':� ,. `} '' ���: rHROUGHou r THE$l rE FOR/MMEDIA rE/HPL EMEN TA TION WI rH/N SE v
SOUTHERN CALIFORNIA GAS COMPANY ( ) ( T UTION) (95/) 845 0705 (TRANSMISSION) 4 =tl���� � r ,ref ry��y �,p�,� EN (7)DAYS PRIOR ro ANY
EASTERN MUNICIPAL WATER DISTRICT -_rr (951) 928-, 777 FORECASTED RAIN. rHE DEVELOPER/CONrRAcrOR SHALL MAKE A VA/LABLE EQUIPMENT AND WORKERS FOR
(951) 296-6900
z`ri� 53 EMERGENCY WORK ro PRo rEC r THE SITE.
RANCHO CALIFORNIA WA ER Dl S TRIC T � � �? a��ti � ,��- �y
T rrrr
VERIZDN (951) 929-9485
r..rrrr.�.r.....�wrrrrrrr.,.rrwrrrrrrrrrrrrrr
ADELPHIA (951) 766 4270 h a= . tm, T 5. PER/METER PROTECTION MUST BE INSTALLED PRIOR TO ANY CLEAR/NG ACTI VI T/ES. CLEAR/NG SHALL BE L/MI TED TD
.rrr.rrrr�rrrrrrrrryrr....rrrrrrrr.�.rrrrrr r
�5���' ;< kt,�� CEN rERL INE
AREAS rHA r WILL BE/MMEDIA ra Y GRADED OR DISTURBED. A COMB/NATION OF EROSION dN
UNDERGROUND SERVICE'ALERT --rrrr.rrrr.�.f (800)422-4/33
"fi �' kF'` `' �5 D SED/MENr CON rRoLS
.4"•a "`fiey6�' § w r>.T i r
MUNICIPAL WATER DISTR/C r �--o •� rr--- -o (951) 926-1501 EXT. 5809 r' " SHALL BE IMPLEMENTED /N AREAS THA T HA VE BEEN CLEARED. ALL DISTURBRED AREAS OF AN INA w4 4MR N cTivE SITE, As RIGHT OF-WAY .�
DESCR/BED /N SUBARrICLE 6.5 (B) OF THE GRAD/NG MANUAL SHALL ALSO BE PROTECTED R/W
1 r
8. IHE
EXIS TENCE AND LOCATION OFALL UNDERGROUND FACILITIES AS SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF THE � n +. 3 r „• ,... ,
,µ.
FLOW LINE
FL
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE ND EXIST/NG FACILI IE X 'F 6. ALL EROSION AND SED/MENr CONTROLS SHALL BE/N
T S, E CEPT AS SHOWN. THE CONTRACTOR/S D, roRED, REPAIRED, OR MODIFIED REGULARLY
SPECIE RES
REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PRO TEC T ALL SUBSTRUC URE Y f. :;r f,.,:M THRoumour rHE sl re ro PRo rec r P Ri
T S WHETHER DR NOT SHOWN ON THESE PLANS. THE2:1 `ria Q,:. E METERS, ADJA CENT PR�PERr/ES, ENV/RDNMENTALL Y SEMS/r/Ve AREAS, TOP OF CURB
TC
CONTRACTOR SHALL MAKE EXPL ORA TORY EXCA VA TIONS AND L DCA TE EXIST/NG UNDERGROUND FACILI T/ES SUFF/C/ENTL Y AHEAD DF "�'= ' '" `�° �r AND ALL PRIVATE AND PUBLIC STDRMWA TER CONVEYANCE SYSTEMS /F ANY EROSION OR SED/HENT CONTROLS
N �y R
CONSTRUCTION TO PERMIT REVISIONS TO THESE PLANS WHEN NECESSARY. THE EXPENSE OF REPAIR OR REPLACEMENT OF SAID FAIL DURING ANY RAIN EVENT, MORE EFFECTIVE ONES WILL BE REQUIRED /N THEIR PLACE, FINISHED GRADE FG
SUBSTRUCTURES SHALL BE BORNE BY THE CONTRACTOR.
7. EROSION CONTROLS SHALL INCLUDE, Bur ARE Nor LIMITED ro, APPLYING AND ESrABL/SH/NG VEGETA rl VE COVER, GRADE BREAK GB
9. ALL UNDERGROUND UTILlries To BE coNSrRucTED WITHIN THE STREET RIGHT-OF-WAY SHALL BE INSTALLED, CONNECTED, AND TESTED WOOD MULCH, STAPLED OR PINNED BLANErS (STRAW, CDCONUr, OR OTHER), PLASTIC SHEETING (M/N/MUM 10•M/L),
PRIOR TO CONSTRUCTION OF ANY CONCRETE CURBS, CROSS GUTTERS, OR ASPHAL r CONCRETE PA VEME'Nr. POL YPROPEL ENE MA TS, SPRA Y-ON CONTROLS ro ALL DISTURBED AREAS, OR OTHER MEASURES APPROVED BY THE
Cl TY ENG/NEER. JUTE NETTING SHALL ND r BE USED AS A STAND -ALONE EROSION CONTROL. FOR SLOPES GREATER THAN TYPICAL ryP.
l0. ALL TRENCHES SHALL BE COMPLETED /N ACCORDANCE WITH CITY of TEMECULA STANDARD DRAW/NGS NUMBERS 407 AND 407A. 4:1, PROVIDE FIBER ROLLS AND EITHER A BONDED FIBER Md rRIX PRODUCT APPLIED rO A RA rE OF J500 LB/ACRE OR
A STABILIZED F/BER MA TRIX PRODUCT APPLIED ro A RA rE OF/0 GAL/ACRE. THE CI rY MA Y APPROVE DIFFRENT ASPHAL r CONCRETE A.C.
/1 rHE STREET STRUCTURAL SECTION(S) WAS DESIGNED /N ACCORDANCE WITH THE PROJECT SOILS REPORT. PRIOR TD PREPARING THE APPLICA rION RA TES FOR SLOPES LESS THAN 4:1,
SUBGRADE TO RECEIVE BASE MA TER/ALS, THE CON TRA C TOR SHALL PROVIDE THE ENG/NEER THE OPPORTUNITY TO E VAL UA TE THE CONS TRUC TION NOTE NUMBER
21
SUBGRADE MA TER/AL AND RE VISE THE STRUCTURAL SECTIONS/F NECESSARY. 8. SED/MENr comas SHALL INCLUDE, BUT ARE Nor Law To, DES/L TING BASINS, GRADED BERMS, FIBER ROLLS
s/L r FENCES,, GRA VEL BAG CHEVRONS (FILLED Wl rH W/rH M/N/MUM 3/4'GRA VEL), CHECK DAMS, ORA INA GE
l2. ALL PROPERT Y CORNERS SHALL BE UNDISTURBED BY THE CONSTRUCTION OF THE IMPROVEMENTS 0R THEY SHALL BE RESET A T THE INLET PRorecrioN, Erc. FIBER ROLLS SHALL Be INSTALLED l5 FEET /5' INCREMENTS MEASURED --�--- ---w-�-_
�5 ( ) ALONG ON THE EX/ST. CONTOUR (1045)
CONTRACTORS EXPENSE. FACE OF rHE SLOPE. SIL r FENCE SHALL BE INS rALLED ALONG /NTERIoR STREETS AND COMB/NFD w1rH GRA VEL-BA G
I
13. ALL SL DPES SHALL BE ROUNDED INTO EX/5T/NG TERRA IN TO PRODUCE A CONTOURED TRANSITION FROM CUT DR FILL TO THE NATURAL OR SIL T FENCE CHEVRONS INSIDE THE SIDEWALK RIGHT-OF-WAY 0R BACK OF CURBS. SAWCUT LINE ---� ---- -- -- -- - -- --
GROUND ABUTTING THE SLOPE 9. ALL oNSI rE AND 0 FFSl Te - w
FLOW L/NES (V-Dl rCHES, BROW Dl rCHES, TERRACE DRAINS, RIBBON GUTTERS, CURB
91TEGUTTERS, Erc.) STDRMWA TER CONVEYANCE SYSTEMS, CHECK DAMS, CHEVRONS, SIL r FENCES AND DES/L TING BAS/NS CURB AND GUTTER
l4. THE FACES OF CUT AND/OR FILL SLOPES SHALL BE PREPARED AND MAINTAINED TO PREVENT EROSION. SHALL BE FREE OF SED/MENr, CoNSTRUcrm MA rERIALS, WASTE, MISCELLANEOUS DEBRIS, AND DErERIORA TED
EROSION AND SEDIMENT cONrROLS YEAR r ROUND.
15. ALL SLOPES STEEPER THAN 41 HORIZONTAL TO VERTICAL SHALL BE HYDRO-SEEDED WITH AN EROSION CONTROL MIXTURE SUBJECT TO •
THE APPROVAL OF THE ENGINES I 4 PCC SIDEWALK lop
R (UNLESS SUPERSEDED BY AN APPROVED EROSION CONTROL, LANDSCAPING, OR MI TIGATION PLAN). l0. CONSTRUcr/0N WASTE AND MISCELLANEOUS DEBRIS SHALL BE PLACED /N WATER-T/GHr BINS. WIRE MESH •,
PRIOR TO /NSTALLA TION, ALL CUT SLOPES SHALL BE SCARIFIED OR RIPPED HOR/ZONTALL Y TO A DEPTH of THREE TO 5/X INCHES. TRASH RECEPTACLES WILL NOT BE ALLOWED. WASH-OUT STA TIONS ,HALL BE PROVIDED FOR CONCRETE �•.
RANCHO CALIFORNIA �`
PA/NTS, STUCCO, AND OTHER LIQUID WASTE SHALL BE LINED WITH PLASTIC AND LOCA TED AWAY FROM STREETS, ADA ACCESS RAMP :7• ::..
l6. THE CONTRACTOR AGREES THA T HE SHALL ASSUME SOLE AND COMPLETE RESPONS181LI TY FOR JOB SI TE CONDI TIONS DURING THE SIDEWALKS, RIGHT-OF-WA Y$, AND FLOW LINES, ETC. PRIOR TO ANY FORECASTED RAIN BINS ,4WASH-OUTS SHALL '
COURSE OF CONS TRUC TION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY w BE COVERED Wl TH A LID OR PL A S r/C P, .•:
ONTlNUOUSL Y AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE CITY,
0
I TS OFFICERS, OFFICIAL S, EMPL 0 PEES, A OEN T5, VOL UN TEERS AND THE ENGINEER HARML ESS FROM AN Y AND ALL L IABIL l T y REAL DR /1. CONS TRUC rm ACCESSES SHALL BE STABILIZED Wl rH A COMB10 r/ON OF ROCK AND
,r SHAKER PLA TES CA TCN 8A SIN
ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR L/AB/L I T Y ARISING FROM THE SOLE YEA R-ROUND To PRE
NE VENT TRACK Dur. INTERIOR ACCESS POINTS ALL PROPOSED DRI VEWA Ys, MA TERIAL S rORA GE
NEGLIGENCE GENCE DF THE CITY Y DR THE ENGINEER. �
AND STAGING AREA ENTRANCES/EXITS, ETC. H
) SHALL ALSO BE PROTECTED WI rH ROCK ro PREVENr TRACK our STREET LIGH r
p--
oN r0 /N TER/DR STREETS. ROU r/NE S TRE r SWEEP/NG SHALL E L BE PERFORMED ON ALL PAVED STREETS WHERE
17. A SE T DF "A S BUILT"DRAW/NGS MUST BE SUBMIT TED B Y THE CDN TRA C rOR T 0 THE ENG/NEER PRIOR T O ACCEPTANCE OF THE �' TRA CK/NG /S OBSERVED. VACUUM SWEEPERS SHALL BE USED WHEN S TREE T SWEEPERS BECOME/NEFFEC rl VE
CONTROLLED STREET WASHING WILL Oft Y BE ALLOWED PRIOR ro rHE APPLICA TION OF ASPHAL r SEAL CDA TS AND
MPRO VEMEN TS.
ONL Y WHEN ALL PER T/NENr DRA INA GE INLETS ARE PROTECTED. CONS TRUC TION PA VEMENT
SECTION
18. GRADING SHALL CONFORM WITH THE RECOMMENDATION CONTAINED /N THE SOILS REPORT; TITLED , y �
12. DESIL TING BAS/NS SHALL BE SIZED ACCORD/NG ro rHE STA TE GENERAL CONSTRUCTION PERMIT 06 00 CUBIC FEET
' OF STORAGE PER ACRE OF D/STUBBED Sl TE. EVEN /F THE$l TE ODES NOT REQUIRE co VERA GE UNDER THIS FERMI r.
19. CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING EROSION CONTROL PLANS AND STORM WATER POLLUTION PREVENTION PLAN
fl1C1N1TYjVj4P WATER SHALL BE F/L TERED AND DRAINED FROM BASINS WITHIN 72 HDURs. PAVEMENT REMOVALS
(SWPPP)AND OBTAINING REQUIRED PERMITS FROM REGULA TORY AGENCIES, INCLUDING CALIFORNIA REGIONAL WA TER QUALITY CONTROL
BOARD.
NOT To SCALE 13. S rORMWA TER RUNOFF SHAL L ND r BE D/REC rED 0 VER AN Y SL DPES Wl THO
UT PERMANENT DOWNDRAINS INSTALLED.
'
20. CONTRACTOR SHALL PREPARE TRAFFIC CONTROL PLAN AND SHALL OBTA/N Cl T Y APPROVAL FOR PLANS PRIOR r0 /HPLEMENTA TION. EROSION AND SED/MENr CONTROLS ARE REQUIRED ON ALL EXPOSED SLOPES UNr/L SUFFIC/ENT PERMANENTLANDSCAP/NG HAS BEEN ESTABLISHED. 100 SLOPE PROTECTION MUST BE l -�'
N PLACE PRIOR rO THE ISSUANCE
�+
21. CONTRACTOR/S REQUIRED TO PLACE A 2" WIDE RED TAPE IMPRINTED WITH "CAUTION BURIED ELECTRICAL CONDUITS"I2"ABOVE rHE OF A CERT/FICA TE OF OCCUPANCY.
CONDUITS WHERE THEY WILL CROSS METROPOLI TAN S RIGHT OF WAY. l4. MA rERIAL STORAGE AND STAGING AREAS SHALL BE ESTABL/SHED. FUEL rANI(S, PORTABLE rolLErs LIQUIDS GELS AND -+
POWDERS SHALL BE STORED AWA Y FROM ALL PRI VA rE/PUBLIC STDRMWA rER CONVEYANCE SYSTEMS, SIDEWALKS, SHEETINVEX
RIGH r-OF-WA YS, AND FLOW L/NES AND SHALL HA VE SECONDARY CON rA/NMENr. INA crIVE SrDCXP/LES OF SOIL SHALL BE
COVERED A r ALL TIMES. Acr/vE SrOCXP/LES SHALL BE COVERED PR/OR rO A FORECASTED RA IN. TI TLE SHEEr SHEET I
PLAN AND PROFILE SHEET 2
15. ALL PORTABLE MIXERS SHALL HA VE PLASTIC LINERS UNDERNEA rH WI rH GRA VEL BAGS PLACED ON rHE DOWN-HILL SIDE
OF rHE LINERS rO CONTAIN DISCHARGES. R.C.W.D. WATERLINE REL OCA TION SHEET 3
i
16. IMPOUNDED WA TER SHALL BE SECURED FROM THE PUBLIC. SIGNAGE INDICA TING TWED WA rER DO No ENTER"
SHALL BE POSTED.
17. No OBSTRUcrIoNS, OTHER THAN BMP'S, SHALL BE ALLOWED WI THIN ANY STORK WA TER CONVEYANCE SYSTEM, �
UNLESS AL rERNA TI VE DRAINAGE FAC/LI TIES HA VE BEEN APPROVED BY THF Cl T Y ENGINEER. rr rr
UNDERGROUND SERV/CE ALERT
BAL T
c� ELEVA T/ON=1006.84 (DA TE 640-05) CENTERLINE of DIAZ ROAD BEING NI80,16 2'W PER
RIVERSIDE COUNTY BENCHMARK 742-8/RESET 2005" PARCEL MAP/9580 AS SHOWN BY A MAP ON FILE/N
LOCATED/N THE NORTHERL Y SIDEWALK OF RANCH CALIFORNIA RD. 6"WEST OF CURB BOOK 154, PAGES 92 THROUGH 96 OF PARCEL MAPS,
CALL TOLL FREE RETURN WEST OF JEFFERSON 20't EAST OF BRIDGE OVER MURR/ETA CREEK. BM/S A /N THF OFF/CE OF THE COUNTY RECORDER OF
DATE
l-8OD-422.4/, 3 2-1/2"BRASS DISK, RIVERSIDE COUNTY, STA TE of CALIFORNIA
RCE EXP
REVIEWED BY.•
TWO WORKING DA YS BEFORE YOU 0/6
_.
INSPECTOR DATE
CONSTRUCTION RECORD DATE BY REV/BIONS ACC'D DATE BENCH MARX SEAL: �~ DESIGNED BY
DRAWN BYCHECKED BY
SCALE r�
DRAWING No.
tIt*D A• 4! RECOMMENDED B Y- DA TE• ClrV � rAFAAECULA --
J S C.V. A.A. 1�� ''
DEPARTMENT OF PUBLIC WORKS
Conrraa croR �`� '�A! `y ER A Tri , PRINCIPAL,ENGINEER
Kaerrarra� y �� q-' a-.
rte►'"'
PLANS PREPARED UNDER SUPERVISION OF �
INSPECMR uu -� NO. 5 b�O I "�' r, jSTORiff
NTS --I I DA TE 0 le-) ACCEPTED BY.- DArE-
VER TICAL * � SEG BUIL
C/*rjr 0.0 rl7jvAFcULA
Cl.rnVIA OE S TORIV DRAIN/j VPRO VEJ VE**VTS
R44NCHO CAL/j FORNIA ROAD 4 1 r VINCA FNr)VORA 044 ROAD
PR0a1jFC;rA' (0. Pwo*96619
One CayPcerfa f I y 1�. � ✓DNA TKaN A.
ALAZAR DIRECTOR F PUBLIC WORKS/CITY ENG/NEER ����
�jF �o� CAL/ ORNIA ROAB�jyd I INCErII�"MORA6A P %ME
NTS 4f C�L� R.C.E. N0. 5690/ 4�io9 �9s9
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CONSTRUCT/ON liS
RANCHO CALIFORNIA GRAPHIC SCALE Q—lo' CATCH BASIN N0. I �
a—LOCAL DEPRESSION N0. Z, CASE B
ROAD
7 --18'R.C.P. A
UNDERGROUND SERVICE ALERTMMC 'CITYfURNISHEDl8'R.C.P. SS
o
ELEVATION=I006.84 (DACE 640-05) CENTERLINE Of DIAZ ROAD BE/NG N1816'1/'W PER 8 12'R.C.P. C!S
RIVERSIDE COUNTY BENCHMARK 742-81 RESET 2005' PARCEL MAP I9580 AS SHOWN 9Y A MAV ON FILE/N 'CITY FURNISHED l2'R.C.P.
CALL TOLL FREE GOCA TED IN THE NORTHERLY S/OfWALH OF RANCH CAL/FORMA RD. d'WEST OF CURB BOON/54, PAGES 92 THROUGH 96 OF PARCEL MAPS, DATE
l•800-422-4/JJ RETURN WEST OF JEFFERSON 20's EAST Of BRIDGE OVER MURk/ETA CREEK. 8M/S A IN 1Nf OfflCf Of THE COUNTY RECORDER OF 9�-MANSITION STRUCTURE NO, J ACE Exp,
2-//2'BRASS DISK. R/VERS/Of COI/NTY, STAlE OF CAFORN/A
1�--✓UNCTION STRUCTURE N0. 6 i Al
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NUMBER DATE INITIALS DESCRIPTION DESIG ED BY: APPROVED FOR CONSTRUCTION
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N/Q42135 Winchester Road �i ��, ,WA Tf/PL/N,�JPEI OC.AT/D/VFILE MIME: Temecula,CA 92590e�
2/18/10 C.W. RELOCATED 1211 WATERLINE Phone:(951)296.6900 Fax:(951)2966863 OF 3 SHEETS