HomeMy WebLinkAboutBook 15 Page 726 Lot 12-16 Precise Grading. .. . ........... .......... ....... . . .... ...
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'ON_I_R�0' -'E`A,_ED ACH fMt,�) �) f il- . .1
ALL 'AD'N", EROS'ON r�3 E M E' N 1 L L f L, U i t-'
Gf�
OF' THE TEMECULA MUNICIPAI CODE, AND IF APPLICABLE, 7�iE S _iTATE R�S-)U CES l'ONTRO'
C,
ERAL PERMIT 'GR CONSTRUCTION A TI V1 TIES,
BOARD (SWF?CB) NPDES GENE-
2, ALL GRADING SHALL BE DONE IN llkf.�ONFORMANCE WITH RECOMMENDATIONS OF THE' PRELIMINAR Y S 0 1 L
I
INVESTIGATION BY--- LOC -IN-LLND., 3 4ZL
DA TED-12-2-
,31 MAXIMUM CUT AND FILL SLOPES SHALL BE 2,1 AND SHALL COMPLY WITH RECOMMENDATIONS OF THE
SOILS REP OR T.
4. STABILITY CALCULATIONS WITH A FACTOR- OF -SAFETY OF AT LEAST ONE AND Fl� IE TENTHS (1.5)
SHALL BE SUBMITTED TO THE LAND DEVELOPMENT INSPECTOR BY A REGISTERED :CIVIL ENGINEER,, SOILS
ENGINEER OR GEOLOGIST FOR CUT AND FILL SLOPES OVER THIRTY FEET (30;) IN :VERTICAL HEIGHT,
5. PROVIDE., AS APPLICABLE, CONCRETE BROW DITCHES TO CONVEY 100-YEAR STOR V FLOWS OR PROVIDE
GRADED BERMS,,ALONG THE TOP OF ALL GRADED SLOPES OVER THREE FEET (S) 'IN VERTICAL HEIGHT
OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT SURFACE RUNOFF AWAY:FROM THE TOP OF
SLOPES.
6, ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO: A
PRE- CONS TRUC TION MEETING AND COMMENCEMENT OF ANY CONS TRUC TIONIGRA DING ACTIVITY,
7. EXISTING DRAINAGE COURSES SHA-LL CONTINUE TO FUNCTION AT ALL TIMES. NO C : )8STRUCTION OF
FLOOD PLAINS OR NATURAL WATER COURSES SHA-LL BE FERMITTED.
8, TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTL ]RES ARE INSTALLED.
PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND D-O-WNSTREAM
PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING GRADING OPERATIONS.
9. FILL MATERIA-L SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED
OF WEEDS, DEBRIS., TOPSOIL AND OTHER DELETERI-OUS MATERIAL, IF SLOPE RATIO: EXCEEDS 5,1 AND IS
GREATER THAN FIVE FEET (51), THE TERRAIN MUST BE KEYED AND BENCHED INTC-) EITHER BEDROCK OR
NATIVE SOIL WITH EIGHTY FIVE PERCENT (857o) WATER SATURATI-ON.
1 A:LL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGIS7YRED CIVIL ENGINEER SOIL S
0.
"T
ENGINEER, OR GEOLOGIST WHO SHALL SUBMIT TO THE LAND DE�ELOPMENT INSPE( OR TWO (2) SE TS
OF WRITTEN CERTIFICATION THAT A:LL FILLS 0WR ONE FOOT (lj') IN DEPTH HAVE:%.BEEN PROPERLY
PLACED.
7K CONTRACTOR SHALL NOTIFY THE LAND D�FVELOPMENT WSPECTION DI-WSION (961-308-6395) AT
LEAST 48 HOUR$ W ADVANCE REOLZSTING R000H LOT GRAOf AND DRAINAGE INSPECTION. TH/S
WSPECTION MUST BE APPROVED PRIOR TO RMONG PERWr CLEARANCE FOR EA:CH LOT,
:12. PRIOR TO Ra-EASE OF A BUILDWG PCRMT, A RfW7FRFD CfM i�N(WqEER OR
LICENSED LAW
OF WT7EN FINAL
$VR�EYOR SHAi,,L SUWT TO THE LAND DEVFLOPUM-T W$WMR TWO (2) $F7S:
PAD ftEVATM CERTIFXATION TO WCLUDE A SIA19MENT I�MT W PAO E)LeVATI : ON IS IN
CO"MANCE WITH NE APPROVED GRADING PLAN. CERMCARM SHALL $E To:VNE, GRA:DE,,
ELEVARON AND LOCATION OF CUTIFiLL SLOPE&
13. PRIOR TO RELEASE OF A BUILDING P47RMT, A Rj�@S7FRED
EWGWEER $HALL
SVBMT TO THE LAND DEVELOPMENT [N$PECMR W (2) $VS OF WM-TTEN nWL:%PAD COMPAC77ON
CER 7M-CA TION TO WCL UDE A S TA TEMEN T IWA T 7WE CPADiNG HAS BffN DONE INI CONF�NCE MTH
THE RECOMMENDATION OF THE PRELWWARY SMS
:14, POST GRADWG ACTIVITES SHALL IMCLUDE, BUT NOT BE LWTED TO, INSTALLW�G VIHERE APPLICA&LE,
GROUNUCO�f� TPEES,-- SHRUBS., OR A CO&OWARON IN A-CCORDA:NCE Wll�'H THE 7��WCULA
MUNICIPAL CODE PRIOR TO THE A:PPRO-��L OF FNAL INSPECTION. SLOPES OVER FOUR (4) FEE T IN
VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSItMS WITH
BACKFLOW PREVENTION DEVICES PER THE U.P.C.
IL Vv".:
'A. A L
GEIN. ti%: 1!40TES
. ......... ..
1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT EDITION QF THE IMPROVEMENT STANDARD DRAWINGS
AND SUBSEQUENT AMENDMENTS,
Z APPROVAL OF THESE PLANS BY THE Cl TY OR TS A GEN TS DOES NOT RELIEVE THE APPLICANT AND ENGINEER OF RECORD
FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS'DIS COVERED DURING CONSTRUCTION,
,3, ANY CONSTRUCTION CHANGE MUST BE FIRST SUBMITTED TO THE C/TY AS A REDLINE REWSION FOR REVIEW AND APPROVAL
PRI OR TO IMPLEMENTING THE CHANGE IN THE FIELD,
4� THE PERMITTEE MUST OBTAIN A-N ENCROACHMENT PERMIT PRIOR TO ANY WORK:41THIN A PUBLIC RI-GHT-OF WAY,
5, A PERMITTEE SHALL SCHEDULE A PRE- CONS TRUC TION MEETING TWO (2) WORK 'DAYS PRIOR TO BEGINNING CONSTRUCTI-ON,
6, CITY ORDINANCE 94-25 STATES THAT NO PERSON SHALL ENGAGE IN OR COND(:JCT CONSTRUCTION ACTIVITY, WHEN THE
CONSTRCCTION SITE IS WITHIN ONE -QUARTER (114) OF A MILE OF AN 0CCVPff:%_7D RESIDENCE, BETWEEN THE HOURS OF
6:30 P.M. AND 6:30 A.M., MONDAY THROUGH FRIDAY A -ND SHALL ONLY ENG A.Gt IN OR CONDUCT CONSTRUCTION ACTIVITY
BE TWEEN THE H OURS OF 7, 0 0 A. M A N D 6: 30 P. M., ON SA TURDA Y. FUR THER NO CON S TRU C T/ ON A C T/ V1 TY SHA L L BE
UNDERTAKEN ON SUNDAY AND NATIONALLY RECOGNIZED HOLIDAYS.
7. THE ISSUANCE OF A PERMIT BY THE CITY DOES NOT IMPLY OR PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL
AGENCIES REGULATING THE PROVISIONS OF STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY
REGULATIONS THE PERMITEE IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE:: CLEARANCES FROM THESE AGENCIES PRIOR
TO ANY SITE DISTURBANCE OR GRADING,
8. EMERGENCY TELEPHONE NUMBERS.- (951) 440-8326
m
lo�
12,
13.
�- 14.
�- 15�
0011"- 0% wit %w miii Ibm ow wil %a aiii wlk ffml� A% I AM %R %3p w 0
SPECIAL NOTE,
THE APPLICANT ANDIOR LANDOWNER AGREES TO RELINQUISH OWNERSHIP OF ALL CULTURAL RESOURCES,
. . . ............. ..... . ... ... INCLUDING ALL ARCHEOLOGICAL ARTIFACTS, TAT ARE FOUND ON THE PROJECT AREA TO THE PECHANGA
BAND OF LUISENO INDIANS FOR PROPER TREATMENT AND DISPOSITION.
THIRD :..:STREET
F ANY HUMAN REMAINS ARE ENCOUNTERED ON THE PROJECT SITE, ALL GROUND DISTURBING ACTIVITIES
. ... .. .. . .. ............................................ ....... . ............. .................................. .................
.................................. ------------------------ ------- . .... 2t
IN THE VICINI TY OF THE DISCO VER Y WILL BE TERMINA TED IMMEDIA TEL Y AND THE COUN TY CORONER S
OFFICE AND THE PECHANGA BAD OF LVISENO INDIANS AN0 MIRANDA, TOMARAS, OGAS & WENGLER, LLP
WILL BE CONTRACTED TO ARRANGE FOR THE TREATMENT OF SUCH REMAINS,
................. .......... .......... ...... ... . . ..
Ar. I" ift.
IN:
. .............. .......
.. . . . ..... ... ....... .. . . . ..................
.... . .. . .. .... .
Col-STRUCTM......NOM ................. .... . ......
V S
:......Q E EX. $100MV & REPLAa WTH "F bWPW CONCRtTE
.. ...............
SF
.........
0:-CONSMUCT
... ............. ................ .
6" RAWC SOEW4V PER CfTY OF MMEMA SM. N04 401
SF
CONSTRUCT PRf--V-A-i-T---E.- CONCRET-I.- H-4-A------RDSCAPE1VWKS
............. ..................
SF
0:CONSTRUCT
.
6" CONCRETE PAWMENT OWR =PACTED SM
C Y
WOMP 48 M>4 S
I NSTALL TORWX 1" 04' M TH 3 UNI T'
LA LL 5WT ....... 4
EER . ... . ... .. . ......... �R--.... P . P - - R - - . 01 �. . - - - - �-D
1 EA
INSTALL 24"X24" BROOKS PRODUCT CATCH BASIN TRAFFIC RA TED
EA
�PAINT (3"MOE X 12"HIGH) NO PARKING"
............
3 EA
INSTALL 12" HIGH DENSITY POLYETHYLENE PIPE (HDPP)
15 LF
........ .. ... .. .
INSTALL 10" HIGH DENSITY POLYETHYLENE PIPE (HDPP)
168 LF
WSTALL 8`p HIGH DENSITY POLYETHYLENE PIPE (HDPP)
8 LF
INSTALL 18"X18" BROOKS PRODUCT CATCH BASIN 7-RAFFIC RA7ED
3 EA
INS TALL A DA RAMP Wl TH HANDRAIL PER DE TAIL SHEET 4
EA
. . ........ ...... . . . .
CUT EXIST CONC. AND INSTALL GRA TED TREE WELL WITH STREET TREE
6 EA
�g
REMO VE EXIST. DOUBLE DETECTOR CHECK VAULT AND VALVE
1 EA
�3,RELOCATE
EXITING u-nLITY TO BE DETERMINED IN THE FIELD)
5 EA
�g:ADJUST
EXISTING FENCE TO GRADE
150 LF
CUT EXISTING CURB AND MATCH AC PAVEMENT
1 EA
REMOVE EXIST. PIV AND FDC
I EA
INSTALL SILT FENCE ..................
5---oo LF
REMOVE &M SIDEWALK
L -A C
RESPONSIBLE PERSONIDEVELOPER) (COMPANY) (24 HR PHONE NUMBER) 6: ILL DALTONL DA.LTON PROPERTIES, (9-51) 4408326
WSTALL SEDIMENT CONTROL DRAW INLET PR07YCTION
5 EA
(RESPONSIBLE PERSONICON TRACTOR) (COMPANY) (24 HR PHONE NUMBER) BILL: DALTON, DALTON PROPERTIES, (951) 440-8326
INSTALL GRAVEL X" THICK AT D.%.WY FOR TEMP. SEDMIFIVT CON7ROL
. ........ ..
7 CY
THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS OUTLINED IN THE EROSIOWAND SEDIMENT CONTROL NOTES
INSTALL SIM SHAKER PLA7E AT CONS7WWRM ENMANCE ................... ..
. 1 EA
. . ....
THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING THE STATE NPDES PE%RMIT FOR CONSTRUCTION ACTIVITIES /F
'-w-, 'Aul
0"ll-U, 04T I
A 1".1111,174 S QUANTITIES SHOWN ARE FOR PER -MIT PURPOSES, BASED UPON DIFFERENCES
APPLICABLE.
CUP 20 c Y IN EXISTING AND PROPOSED CONTOURS ONLY AND DO NOT INCLUDE SUB —
FILL: 360 CY EXCAVATION, SHRINKAGE, SUBSIDENCE OR OTHER AD: JUSTMENTS. THE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING OF THE PROPOSED W6RK AREA, AND RELOCATION COSTS OF ALL
- 280 CY
IMPORT. GRADING CONTRACTOR SHALL VERIFY QUANTITIES FOR BID PURPOSES.
EXISTING UTILITIES.
$8 [CAT
s2M,§ r,.,.N R ;E
CONSTRUCTION FENCING.- A SIX FOOT (6) CHAIN LINK FENCE IS REQUIRED ON ALL INDUSTRIAL AND COMWRCIA-L PROJECTS
UNTIL ROOF SYSTEMS ARE COMPLETED OR AS DEEMED NECESSARY FOR PUBLIC:SAFETY. THE MAINTENANCE FOR
THESE PLANS HAVE BEEN REVIEWED B' Y THE UNDERSIGNED RELATIVE TO GEOTECHNICAL ASPECTS OF THE
CONSTRUCTION FENCING UNTIL ROOF SYSTEMS ARE COMPLETED IS THE SOLE RE : SPONSIBILITY OF THE
PLANS AND HAVE BEEN FOUND TO BE IN CONFORMANCE WITH INTENTIONS OF THE FINDINGS AND
DE VEL OPERICON TRA C TOR
RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL REPORTS BY LGC INLAND:INC,
REPORT .:ATED RC 2011
�42
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF RECORD AND TO INSTALL STREET
By. (e/
CEN TERLINE MONUMEN TS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 491 (TRACT AND PARCEL MA -PS ONLY).
DATE F
LARRY COOLE Y RU 4037
DUST SHALL BE CONTROLLEO TO COMPLY WITH SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT"S (SCAQMD) RULE 403�
LGC -4. LAND, INC.
INCLUDING METHODS APPROVED BY THE CITY ENGINEER.
41635 ENTERPRISE CIRCLE NORTH, SUITE A
TEMECULA, CA 92590
A RESPONSE TO A REQUEST FOR OCCUPA:NCY SHALL BE PROVIDED NO LESS THAN THREE (3) BUSINESS DAYS FOR THE RENVIIJIM (951)719-1340
RECEIPT OF THE OCCUPANCY RELEASE FORM,
........
Yf ......... ... .. .. ...... ...... .. ......
DA t N . V 88 VER A-L bA I M. '600-l"%"`8 NAVE
-6.'' ELEV=1:00'7,54.5 �RIVERS ... I -DE CO, PUBLISHED
FOR ALL OTHER SPECIFIC REQUIREMENTS ON PAVING,, GRADING OR EROSION AND SEDIMENT CONTROL NOTES PLEASE SEE NGVD29
ELEVATION4005,651) BRASS DISK IN CONCRETE STAMPED 600-7-68"'I-N CITY OF TEM.-ECULA
SEPA RA TE NO TE& ON MAIN
STREET 100' SOUTH ACROSS THE STREET FROM THE FORMER POST OFFICE
BUILDING
AT A RESTAURANT FORMERLY THE FIRST NATIONAL BANK IN THE
NORTHEAST CONCRETE WA-LL 1.5' NORTHWEST OF THE EAST CORNER OF THE DOOR
CO LUMN
F! p .............. . . . . . . ..... . . . . . . . . . . . . . . . . . . . . .... ....... . . . . .. ........
AT THE EAST CORNER OF THE BUItDING 2.3' AROVE THE FIRST CON.C.-RETE STEP
.... ................. ...... . . . . ....... . ......................................................... ............ ........... . .. ........... . ... .. ... ............. . . ......... .... ...... . . . ......
... .........
...... ... .... ..... . ............ ....... ...... ............. ...... .... ............................. .... . oolomo
CONSTRUCTION RECORD DATE BY REVISION$ DATE ACC BE4QHMARK
SCAI F Designed By Dra::wn By Checked By
,5. IF AT ANY TIME DURING EXCAVATIONICONSTRUCTION OF THE SITE A RCHEOL OGICALICUL TURA L
RESOURCES, OR ANY ARTIFACTS OR OTHER OBJECTS WHICH REASONABLY APPEARS TO BE EVIDENCE OF
CULTURAL OR ARCHEOLOGICAL RESOURCE ARE DISCOVERED, THE PROPERTY ONVER SHALL IMMEDIATELY
ADVISE THE CITY OF SUCH AND THE CITY SHALL CA -USE ALL FURTHER EXCAVATION OR OTHER
DISTURBANCE OF THE AFFECTED AREA TO IMMEDWELY CEASE. THE DIRECTOR OF PLANNING AT HISIHER
SOLE DISCRETION MAY REQUIRE 7WIE PROPERTY TO QfPOSIT A SUM OF MONEY IT DEEMS REASONABLY
NECESSARY TO ALLOW THE OTY TO CONSaT ANDIOR AU7NORt2E AN 1NDEPEN0CNT,, FULLY QUALIFIED
SPECIALIST TO INSPtCT THE SITE AT NO COST TO !HE CITY, IN ORDER TO ASStSS THE St - GMFf CA N CE OF
THE FIND. UPON DETERMWING THAT THE DISCOVERY IS NOT AN ACHAEQLGICALII�aTURAL RESOURCE,
THE DIRECTOR OF PLANNING SHALL NOTIFY 7WE PROPERTY OMER OF SUCH DEItftWATION AND SHALL
AUTHORIZE THE RESUMPTION OF WORK. UPON DE7ERMINWG THAT 7W DISCO -VERY IS A
ARCHEMOGICALICULTURAL R����� 714E DIRECTOR OF PLANNWG SH�L NOTIFY THE PROPERTY OWNER
THAT NO FURINM EXCAVAnON OP DEVELOPMENT MAY TAKt PLACE LATIL A MITIGATION PLAN OR OTHER
CORRECTIVE MEASURES HAVE 9M APPROVED BY THE Dn�tCTQR OF PLANNING.
4� DURING CONSTRUCTION AND GRADWG PHASES, 7NE PROZCT SITE SHALL BE WA7ERED DOWN IN THE
MORTWNG BEFORE GRADING ANDIOR CONSTRUCTION UEGWS AND IN TW EVENING ONCE CONSTRUCTION
ANDIOR GRADING IS COMPLETE FOR THE DAY. 7WE PROXCT SITE $HALL BE WA7ERED DOWN NO LESS
THE 3 TtWES (NOT INCLUDING THE MORNING AND EVENING WATERED-DOWN) DURING CONSTRUCTION
ANDIOR GRADING ACTIVITIES TO REDUCE DUST
5. ALL F/LL BEING TRANSPORTED TO ANDIOR FROM 7HE S17F $HALL BE COWRED AND 7HE MIMS AND
AND 7K WiEa$ AND L 0 WER PORPON OF 7RANSPOR T !*UCK SHALL SE SPRA YED Wl- 7H W4
MR TO
REDUCEALIWMit SOIL rROM 7NE IRUCKS 04�MRC 7HEY LEAVE THE CONSTRUCTION AREA.
6. 7WE APfttCANT SHALL VEMFY W7 ALL CAR -IN MOVW AND LARGE jWOPMENT ARE PROKRTY TUNED
AW "NTAWFP M REDUCE Wf$�. IN ADD1770N., AL:r.,...�",E:",:,:":,"RNATIVE CL......, C.i. A.: -FUELED VEHICLES HALL BE'
U$60 WHERE qASA9LE
SH&XD BE SELECMD CONSIOMW EWS�
PACTORS AND tNEROY EMC"ty-
7�
0- LD Tff-Wl:,N T
EE .1
4
.............
.... ..... .................. ............ ............. ........................
PA------R-,----K-f-NG LOT GRADE SHALL BE OW PERCEN 7 (1--v.
2. MINIMUM GRADE FOR CONCRETE SURFACE DRAINAGE FACILITY SHALL BE A HALF PERCENT (0.57t.,).
3. ALL PAVEMENT STRUCTURAL SECTIONS SHO-WN ON PLAN$ ARE TENTATIVE. A.DDITIONAL SOIL TESTS
SHALL BE TAKEN AFTER ROUGH GRADING TO DETERMINE T�ff EXACT PAVEMENT STRUCTURAL SECTION
REQUIREMENTS. USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED.
4. FINA-L PAVEMENT STRUCTURAL SECTION DESIGN SHALL BE SUBMITTED AND ACCEPTED BY THE CITY
ENGINEER. THE DESIGN SHALL ADHERE TO THE METHODOLOGY SET FOURTH IN CHAPTER 600 OF
CA.L.-TRANS H/GHW4Y DESIGN MANUAL AND UTILIZE THE "W"' VALUE METH -OD. THE "R"' VALUE TESTS
SHALL BE CONDUCTED IN ACCORDANCE WITH CALIFORNIA TEST NO. 301 AND SHALL BE PERFORMED BY
A REGISTERED CIVIL ENGINEER. THE NUMBER OF LOCATIONS OF THESE TESTS SHALL BE SUBJECT TO
APPROVAL OF THE CITY ENGINEER.
5. THE DEVELOPER OR CONTRACTOR SHALL APPLY TO THE LAND DEVELOPNIENT DIVISION FOR AN
ENCROACHMENT PERMIT FOR ALL AURK M77��M PROPOSIM OR DEDICA70 CITY RIGHT—OF—WAY.
6. ALL OTHER PAVED ACCESSES NOT REQUIRWG AN ENCROACHMENT PERMIT REQUIRES A LAND
DEVELOPMENT INSPECTION UNDER A VALID PERMIT,
7. ALL UNDERGROUND FACILITIES, INCLUDING LATERALS, SHA-LL BE IN PLACE PRIOR TO PAVING THE
STREET SECTIONS.
8, AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL BASE GRADE SURFACES PRIOR TO
PLACEMENT OF ASPHALTIC CONCRETE PAVING
9, COMPACTION TEST OBSERVATION OF SUB —GRADE MATERIAL AND BASE GRADE MATERIAL SHALL BE
COORDINATED BY THE CONTRACTOR WITH THE SOILS ENGINEER AND THE LAND DEVELOPMENT
INSPECTOR, ALL GRADE INSPECTIONS WILL BE IN CONJUNCTION WITH OR PROCEEDED BY COMPACTION
TESTING.
10. THREE (3) PAVING INSPECTIONS ARE REQUIRED BY THE LAND DEVELOPMENT INSPECTOR., THE FIRST
(IS') AT SUB —GRADE COMPLETION, SECOND (2ND) AT BASE GRADE COMPLETION, AND THIRD (3RD)
DURING PLACEMENT OF ASPHALT PAVING.
11. COMPACTION REPORT BY A SOILS ENGINEER SHA-LL CERTIFY NWETY PERCENT (9070) COMPACTION
OF SUB —GRADE PRIOR TO REQUEST FOR SECOND (2ND) INSPECTION ANO PLACEMENT OF BASE
MA TERIAL.
12. THE DESIGN SHALL ADHERE TO NE METHODOLOGY SET FOURTH IN CHAPTER 600 OF CALTRANS
HIGHWAY DESIGN MANUAL AND UTILIZE THE "R" VALUE METHOD. THE "R" VALUE TESTS SHALL BE
CONDUCTED IN ACCORDANCE WITH THE CALIFORNIA TEST NO, 301 TESTS SHALL BE SUBJECT TO
APPROVAL BY THE CITY ENGiNEER,
13, COMPACTION REPORT BY A SOILS ENGINEER SHA-LL CERTIFY NINETY—FIVE PERCENT (9570)
COMPACTION OF BASE MATERIAL PRIOR TO REQUEST FOR THIRD (3RD) INSPECTION AND PLACEMENT OF
ASPHALTIC PA VING.
14. PAVING IN DISABLED PARKING AREAS Of? PATHS OF TRAVEL REQUIRES AN INSPECTION PRIOR TO
AND AFTER PLACEMENT OF PAVING.
15. PRINIE COAT IS REQUIRED PRIOR TO PAVING A-LL GRADES IN EXCESS OF TEN PERCENT (1070).
0
16, BASE MA'TERIAL SHALL CONFORM TO ALL PROVISIONS OF THE'CURRENT CITY STA-NDARDS. MIX
DESIGN SHAtL BE ACCEPTED BY THE CITY ENGINEER PRIOR TO PLACEWENT OF ASPHALT.
A. MINIMUM O-VERALL ASPHALTIC CON-CRETE (A.C.) THICKNESS IS- FOUR INCHES (4").
0 e 4�-
NCHES A. C, IS FOUR WCHES (4
B, UMMUM A. C. LIFT IS TWO I - WA-AXt .-..'M
C. TOP FIMSH A SPHAL T SURFACE COLOMt SHA�-L BE C2— PC— 70— 10.
D - BASE COURSE MA TERIA L SHALL BE
B—PC-70— 10,
17, ALL UNDERGROUND FACIL17�CS,, WITH LATERALS,, 5HALL BE IN PLACE PRIOR TO PAVING THE STREET
SECTI-ON WCLUDING, BUT NOT BE LIMITED TO THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, AND
DRAINAGE FACILITIES.
4\
VtGWY MAP
NO SCALE
LOCATION
SPECIAL rLOM HAZARD AREA
PAWL 3.285 OF 3805
MAP EFFECTIVE DATE' AU:G:UST 28� 2008
FLOM ELEVATION 1-003.2t
S.ITE IS NOT LOCATED WITHIN MAPPED
10,0 YEAR SPECIAL FLOOD HAZARD AO A
IT wasm oultmv
ASS�R$$M�s FAR.C. .'.L
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.... ..... ......... .............. .............. .
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SURVE. -i.-O.N.E. WC�
J U-L Y 2-010 FIEL y BY Z xi
ALMNS rry
pxw.:.p AREA
A V
Xl%4x.T.
0. 46 A C,, CROSS
0. 46 A.C. DISTURBED
. .. ........ N .. ... ...
Q.. ':..ET PLAZA LLC
SME.
S_ t ''ri'm-re,
4 eet culo
(9�1) 49.1-77-77
;�8693 OLD TOWN FRONT S7REET
7EMECULA, CA 925,90
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PREP -Ai' --RE J-,.U-.N- 1'. 2: ..........
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APPROVED BY:
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SREET OF
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W-L D Tu' W:J F
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41
ACCESSIBLE PARKING
......... T EN
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EROSION AND SEDIMENT CONTROL NOTES:
LEGEND:
? .7 1. I 17)
p
................
op
p v
bG
d
. Z.
LE
AK ER PLATE
INSTALL STEEL ��m
- ----------- ....... ............. ....... . ......... - -------- ...............
I' Ou
Iwo ION N'tiffnY
ta-MAVEL C9'%N:STRU:r%*%
................ .
. . ... ... . ............. .. . . .
NO TE-
GRAVEL OAGS NOT REQUIRED ON EXISTING
CATCH BASIN— PLACE FILTER FABRIC
UNDER EXISTING GRATE
IDATEI BY
. . ..... .. . . . ... .... ..
INS TAL L FIL 7ER FA BRI C UN
.............. 664.4464 ..... ........
THI R---"D' S TREET
IS'n-N-G DRAIN INLET
.............. . .....
—.....C.H. MIN.
NMAP' AT ENDS
GRAVEL BAG
ELAN
4Q. ........
An:
4v.
SEE SHEET NO. 1
OLD TOWN F
RMT TRUT
CflNSTRUCTt£1N
NOTES:
........................ . ..... ... .... ... ............ ................ ...... .........
ek
-
D��s ig n e d ty
v Dr,awn By Ch�zed ul
tu BY:=
ARECOMME DDATE
............................ ........ ............... ............ ................................... ....................................................................... .. ...... ........ ... .. ... .... . . . ................ . ... .. .. ...
...... "I 7tE T
-W C
24
PG**S
SHEET 3 OF 4
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. . .... - ----- .01 ................ ............... ....... . . . .....
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