HomeMy WebLinkAboutLot 184 Parking Expansion Precise Grading CITY OF TEMECULA CITY F TEM ULA
EROSION AND SEDIMENT CONTROL NOTES PUBLIC WORK DEPARTMENT
CITY OF TEMECULA
GRADING NOTES
1. INFORMATION ON THIS PLAN IS FOR EROSION PREVENTION AND SEDIMENT CONTROL ONLY, THESE FOR MASS, ROUGH, AND PRECISE GRADING PLANS
NOTES ARE COMPREHENSIVE AND SHOULD BE APPLIED ACCORDING TO THE SITE-SPECIFIC CONDITIONS FOR
EACH INDIVIDUAL PROJECT. THE DISCHARGER IS RESPONSIBLE' FOR THE INSTALLATION AND MAINTENANCE
PLAN TR. 23267=2 OT 184 1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING* EROSION
Or A COMBINA11ON OF EROSION AND SEDIMENT CONTROLS BY OCTOBER IST OF EACH YEAR FOR ALL
APPLICABLE $OIL-01$TURBINO ACTIVITIES (CLEARING, GRADING, EXCAVATING) AND ON 'ALL EXPOSED SEDIMENT CONTROL ORDINANCE No. 04-04, AND IF APPLICABLE, TO THE STATE WATER
SLOPE$ THROUOHOUT THE ENTIRE SITE. THE DISCHARGER IS ALSO RESPONSIBLE FOR ANY DISCHARGES RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES.
FROM SUBCONTRACTORS. PARKING LOT EXPANSION FOR REDHAWKPKWY
2. STORMWATER RUNOFF SHOULD BE FILTERED PRIOR TO DISCHARGING TO A STORMWATER CONVEYANCE 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 17o. DRAINAGE
SYSTEM VATURAL WATERCOURSES, STREET$, FLOWUNE$� DRAINAGE INLETS, ETC). ALL NON-PERMITTED SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2'
DISCHAR ES ARE PROHIBITED FROM ENTERING ANY STORMWATER CONVEYANCE SYSTEM YEAR-ROUND. KENT HINTERGARDT PARK AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL
3. DISCHARGER CONTACT INFORMATION* WOLF VALLEY ROAD EXTERIOR WALLS AT NOT LESS THAN X" PER FOOT FOR A MINIMUM OF 3 FEET.
PROJECT SITE
3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2
(RESPONSIBLE PERSON) (COMPANY) (24-HOUR PHONE NUMBER)
VE -YEAR
4. Y 100
4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CON
4. IF SOIL DISTURBANCE MEETS OR EXCEEDS ONE ACREo THE SITE MUST BE COVERED UNDER THE STATE
GENERAL CONSTRUCTION PERMIT, A N0110E OF INTENT (NOI) MUST BE FILED WITH THE STATE WATER STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES
SHALL BE
OVER 3' IN VER11CAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT
RESOURCES CONTROL BOARD ($WRCS). A WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER
PROVIDED TO THE CITYo AND A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE RAINBOW CANYON SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES.
IMPLEMENTED THROUGHOUT THE DURATION OF THE PROJECT AND BE READILY AVAILABLE ON SITE TO
KENT HINTPGX?T M ROAD
_ =
INLOADED FROM THE CITYS WEB SITE AT -02
CITY AND STATE INSPECTOR$. A $WPPP TEMPLATE CAN BE DOW A�N
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL
WWW.CITYOFTEMECULA.ORG UNDER NPDES INFORMATION.
THAT ALL
ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY
J
5. DURING THE RAINY SEASON OCTOBER 1 APRIL 30�, THE DISCHARGER SHALL MAKE AVAILABLE* AS VICINITY MAP FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION
ADDI
NECESSARY* EQUIPMENT AND �91<ERS FOR EMERGENC WORK TO PROTECT THE SITE. TIONAL . ........... NOT TO SCALE REPORT FOR ALL FILLS OVER 1' DEEP.
S LOCATIONS
EROSION AND SEDIMENT CONTROL MATERIALS SHALL BE STOCKPILED AT VARIOU,
THROUGHOUT THE SITE FOR IMMEDIATE IMPLEMENTATION.
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULAS PUBLIC
TIFICATION OF COMPLETION OF ROUGH GRADING IN
0. ALL EROSION AND SEDIMENT CONTROLS SHALL BE INSPECTED* RESTORED, REPAIRED, OR MODIFIED PAVING NOTES WORKS DEPARTMENT A WRITTEN CER
REGULARLY THROUGHOUT THE SITE TO PROTECT DOWNGRADE PERIMETERS, ADJACENT PROPERTIES . ........
MOME SCHOOL
ACCORDANCE WITH THE
ENVIRONMENTALLY SENSITIVE AREA$o AND ALL PRIVATE AND PUBLIC STORMWATER CONVEYANCE SYSTEMS.
1. MINIMUM PARKING LOT GRADE SHALL BE ONE PERCENT
1 11 1 TI
APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERM T CER F CA ON
IF ANY EROSION OR SEDIMENT CONTROLS FAIL DURING THE RAINY SEASON, MORE EFFECTIVE ONES WILL
BE REQUIRED IN THEIR PLACE. SHALL BE TO LINE,, GRADE, ELEVATION AND LOCATION Or CUT/FILL SLOPES.
(17
7. DURING THE RAINY SEASON, CLEARING SHALL BE LIMITED TO AREAS THAT WILL RECEIVE IMMEDIATE
7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE
GRADING. A COMBINATION OF EROSION AND SEDIMENT CONTROLS SHALL BE IMPLEMENTED IN AREAS 2. MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 0.5
PERC FOOT.
THAT HAVE BEEN CLEARED.
0i
ENT (0.5%).
8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE
8. DURING THE RAINY SEASON, EROSION CONTROL FOR GRADED SLOPES SHALL INCLUDE 10OX VEGETATIVE
COVERAGE, WOOD MULCH, STAPLED OR PINNED BLANKETS (STRAW OR COCONUT), PLASTIC SHEETING 3. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL INC.$
PRELIMINARY SOILS INVESTIGATION FOR TRACT 30264 BY PACIFIC SOILS ENG NEERIN
-MIL), POLYPROPYLENE MAT$. OR OTHER MEASURE APPROVED BY THE DIRECTOR OF PUBLIC WORKS.
(10 SUBGRADE SURFACES PRIOR TO PLACEMENT OF PAVING. DATED MAY 21,2004. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED
FOR SPRAY-ON CONTROLS* ONLY BONDED AND STABILIZED FIBER MATRIX PRODUCTS WITH MINIMUM
APPUCA11ON RATES OF 3500 LO/ACRE AND 10 GAL/ACREO RESPECTIVELY, SHALL BE USED FOR GRADE$ 4. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT TO THE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDA' ON DESIGN
OF 4:1 AND GREATER. JUTE NETTING SHALL NOT BE USED AS A STAND-ALONE EROSION CONTROL. IF RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE
r\
HYDRO$EEDING IS IMPLEMENTEDo THE APPLICATION MUST ALLOW SUFFICIENT TIME FOR ADEQUATE SEED WlTH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
LESS THAN FOURTEEN (14) DAYS FOLLOWING PLACEMENT OF
OLYMERS, SOIL
GROWTH. INACTIVE GRADED PADS SHALL BE PROTECTED WITH ACRYLIC/LATEX P ........... ASPHALT SURFACING AND SHALL BE APPLIED AT A RATE OF
RKS.
STABILIZERS, FIBER MATRIX, OR OTHER MEASURE APPROVED BY THE DIRECTOR OF PUBLIC WO 0.05 GALLONS PER SQUARE YARD. ASPHALT EMULSION SHALL
9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48
CONFORM TO SECTIONS 37, 39, AND 94 OF THE STATE
TING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS
9. SEDIMENT CONTROLS SHALL INCLUDE DESILTING BASINS, GRADED BERMS, FIBER ROLLS, SILT FENCES, HOURS IN ADVANCE REQUES
GRAVEL-SAO CHEVRON$ (3/4* GRAVEL), CHECK DAM$, DRAINAGE INLET PROTECTION, ETC.
STANDARD SPECIFICATIONS. INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT.
10. ALL ONSITE AND OFFSITE FLOW-UNES (V-DITCHESo BROW-DITCHES, TERRACE DRAINS, RIBBON
50 PRIME COAT REQUIRED PRIOR TO PAVING ALL GRADE IN
PUBLIC WORKS DEPARTMENT PHONE: (951) 694-6411
OUTTE11% CURB GUTTERS, ETC.) AND DRAINAGE INLETS SHALL BE FREE OF SEDIMENT, CONSTRUCTION
EXCESS OF TEN PERCENT.
MATERIAM CONSTRUCTION WASTE� MISCELLANEOUS DEBRISo AND DETERIORATED EROSION AND SEDIMENT
TION OF EROSION AND
CONTROLS AT ALL TIMES. 10. CUT AND FILL SLOPES SHALL BE PROTECTED NTH A COMBINA
.......... 6. THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE
SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING THE
TI
ill CONSTRUCTION WASTE AND MISCELLANEOUS DEBRIS SHALL BE PLACED IN WATER- GHT BINS RE
T STATION$ SHALL BE PROVIDED FOR f CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS FOR AN GRADING PHASE.
MC$H TRASH RECEPTACLES WILL NOT BE ALLOWED. WA$H-OV ENCROACHMENT PERMIT FOR ALL WORK WITHIN CITY
Om
CONCREM PAINTSo AND STUCCO AND SHALL BE LINED WITH PLAS11C AND LOCATED AWAY FR
f
RIGHT-OF-WAY. -GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING
R -OF-WAYS, AND DRAINAGE INLETS. PRIOR TO ANY FORECASTED PAIN, BINS
STREET$o SIDEWALK :10HT 11. POST
AND WA$H-OIJT$ SHALL BE COVERED WITH A LID 09 PLASTIC TARP PREVENTING ANY OVERFLOW INTO
WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF IN
THE DRAINAGE SYSTEM. Ti
7. THREE INSPECTIONS ARE REQUIRED BY THE DEPARTMENT
ACCORDANCE NTH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPEC ON. SLOPES
'12. CONSTRUCTION ACCESSES SHALL BE STABILIZED WITH A COMBINATION OF GRAVEL AND SHAKER OF PUBLIC WORKS, ONE INSPECTION AT SUBGRADE OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS NTH
PLATE$ YEAR-ROUND TO PREVENT TRACK-ovT ONTO STREET$. FOR RESIDENTIAL DEVELOPMENTS WITH COMPLETION, AT BASE GRADE COMPLETION AND DURING BACKFLOW PREVEN11ON DEVICES PER THE U.P.C.
STREET QPADE$ EXCFEDINO 2%o INDIVIDUAL DRIVEWAYS SHALL ALSO BE PROTECTED WITH GRAVEL TO PLACEMENT OF ASPHALT.
PREVENT TRACK-OVT ONTO INTERIOR STREET$. GRAVEL SHALL ALSO BE PLACED ON DRIVEWAYS THAT
ARE USED TO ACCESS INDIVIDUAL LOTS. ROUTINE STREET $WEEPINO SHALL BE PERFORMED ON ALL CONSTRUCTION NOTES: Q��TUTI[ESi. 12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS
PAVED STREET$ WHERE TRACKING IS OBSERVED. VACUUM SWEEPERS SHALL BE USED WHEN STREET 1' CONSTRUCT TYPE "A-6 CURB AND GUTTER PER CITY STD. 200 730 LF 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF STEEP
SWEEPER$ BECOME INEFFECTIVE. CONTROLLED STREET WASHING WILL ONLY BE ALLOWED PRIOR TO THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST BE
APPLICATION OF ASPHALT SEAL COATS. HOWEVER, DRAINAGE INLETS SHALL BE PROTECTED TO FILTER 2 CONSTRUCT TYPE "D" CURB (6" C.F.) PER CITY OF TEMECULA STD. 204 374 LF AND COST OF ALL EXISTING UTILITIES. THE CITY SHALL BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. A
THE WASHWATER. 3 CONSTRUCT A.C. PAVING PER SOILS ENGINEER 46,652 SQ FT INFORMED 48 HOURS PRIOR TO THE BEGINNING OF REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL APPROVE
13. SILT AND DEBRIS SHALL OF. REMOVED FROM CHECK DAM$� CHEVRON$, SILT FENCES, DESiLTING 4 CONSTRUCT 4" PCC 4,964 SQ FT CONSTRUCTION AT (909) 694-6411. PLACEMENT OF FILL.
OA$IN$t STREE17% ON$ITE AND OFF-$ITE ROW LINE% DOWNGRADIENT DRAINAGE INLETS AFFECTED BY A 5 TRASH ENCLOSURE 1 EACH
DISCHARGE FROM THE $ITL'o AND OTHER PRIVATE AND PUSUC STORMWATER CONVEYANCE SYSTEMS PRIOR 9. A COMPACTION REPORT BY A SOILS ENGINEER SHALL 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES
TO AND AFTER EACH STORM EVENT. FOR RESIDENTIAL DEVELOPMENTS, SILT FENCE SHALL BE INSTALLED 6 12" PVC 61 LF
ALONO INTERIOR STREET$ AND COMBINED WITH GRAVEL-SAO OR SILT-FENCE-CHEVRONS INSIDE THE CERTIFY 95% COMPACTION OF BASE PRIOR TO CALL FOR ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING
SIDEWALK RIGHT-OF-WAY, WHERE APPLICABLE. 7 CONSTRUCT 1' CONCRETE STEP OUT 155 SQ FT SECOND INSPECTION AND PLACEMENT OF ASPHALT PAVING. AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING
14. DESILTING BASINS SHALL BE CONSTRUCTED AT THE START OF ALL GRADING OPERATIONS AND SIZED 8 CONSTRUCT 6' HIGH BLOCK WALL TO MATCH EX. RESTROOM BLDG. 1 EACH INDEX MAP. GRADING OPERATIONS.
ACCORDING TO THE STATE GENERAL CONSTRUCTION PERMIT (3600 CUBIC FEET OF STORAGE PER ACRE 9 REMOVE AND REPLACE EX. A.C. PAVING AND BASE. USE EX. FS GRADES. 9,393 SQ FT Oy 10. COMPACTION TEST OBSERVATION OF SUBGRADE OR BASE
0 IE L CONSTRUCT 6" CONC. PAD 61 LF 60" 120' 180, 240' ROCK GRADE SHALL BE COORDINATED BY THE CONTRACTOR 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER.
PRAINED)o EVEN IF THE SITE DOE$ NOT REQUIRE COVERAGE UNDER THIS PERMIT. WA R SHAL BE
FILTERED AND DRAINED FROM THE BASINS BETWEEN STORM EVENTS. 1 6" P.V.C 380 LF WITH THE SOILS ENGINEER AND THE PROJECT INSPECTOR, 15. STABILITY CALCULATIONS NTH A FACTOR-OF-SAFETY OF AT LEAST ONE AND
15. VORMWATER RUNOFF SHALL NOT BE DIRECTED OVER ANY SLOPES WITHOUT PERMANENT DOMDRAINS 12" NDS BASIN W/1 2" SQ. GRATE 5 EACH ALL GRADE INSPECTIONS WILL BE IN CONJUNCTION WITH OR
INSTALLED, TEMPORARY EROSION AND SEDIMENT CONTROL$ ARE REQUIRED ON ALL EXPOSED SLOPES SCALE: 1 60' PRECEDED BY COMPACTION TESTING. FIVE-TENTHS (1.5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A
UNTIL SUFFICIENT PERMANENT LANDSCAPINO HAS BEEN ESTABLISHED. FIBER ROLLS SHALL BE INSTALLED CONSTRUCT CONCRETE V-GUTTER 290 SQ FT REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND
IN INCREMENTS OF 10 FEET MEASURED VERTICALLY ON THE FACE OF SLOPE FOR GRADE$ OF 3:1 AND CONSTRUCT 2 GRATE CATCH BASIN PER APWA STD. 1 EACH 11. FINAL PAVEMENT STRUCTURAL SECTION DESIGN SHALL BE FILL SLOPES OVER 30' IN VERTICAL HEIGHT.
GREATER IN COMSINA11ON WITH FIBER MATRIX PRODUCTS OR BLANKEM SILT FENCE SHALL BE NO. 305-2 W/KRISTAR FLOGARD PLUS CATCH BASIN SUBMITTED TO THE DIRECTOR OF PUBLIC WORKS FOR
INSTALLED AT THE TOE OF ALL EXPOSED SLOPES 3' OR MORE IN HEIGHT. FILTER INSERT MODEL NO. FGP-3648F APPROVAL A MINIMUM OF TEN DAYS PRIOR TO PLACEMENT OF 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT
16. MATERIAL STORAGE AREAS $HALL BE ESTABLISHED. FUEL TANKS, PORTABLE TOILETS, LIQUIDS, GELS, BASE MATERIAL. THE DESIGN SHALL ADHERE TO THE CERTIFICATION OF BUILDING PAD ELEVATIONS. WERE SPECIFIC ELEVATIONS ARE REQUIRED,
AND POWDER$ SHALL Be STORED AWAY FROM STREET$, SIDEWALK RIGHT-OF-WAysio AND DRAINAGE METHODOLOGY SET FORTH IN CHAPTER 600 OF THE CALTRANS THE ELEVATION (NTH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION
INLETS AND SHALL HAVE SECONDARY CONTAINMENT. STOCKPILES OF SOIL SHALL BE PROTECTED PRIOR EROSION CONTROL T I�Tl E S HIGHWAY DESIGN MANUAL AND UTILIZE THE "R" VALUE WITH RESPECT TO ADJACENT
TO A FORECASTED RAIN. CONSTRUCT GRAVEL BAG CHECK DAM FOR CB EACH METHOD. THE "R" VALUE TESTS SHALL BE CONDUCTED IN GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND
17. ALL PORTABLE MIXERS SHALL HAVE PLASTIC UNDER-UNER$ TO CONTAIN SPILLAGE. GRAVEL BAGS CONSTRUCT GRAVEL BAG CHECK DAM FOR GRATE EACH LEGEND ACCORDANCE WITH CALIFORNIA TEST No. 301 AND SHALL BE SHALL BE GIVEN.
SHALL ALSO BE PLACED ON THE DOWN-HILL SIDE OF THE UNERS TO CONTAIN DISCHARGES. CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE/EXIT PER DETAIL 1 EACH PERFORMED BY A REGISTERED CIVIL ENGINEER. THE NUMBER 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY ALL OF THE
10. THE DISCHARGER SHALL PROPERLY POST AND SECURE SITE AREAS WERE IMPOUNDED WATER, DUE PLACE GRAVEL BAG BERM PER DETAIL 244 LF AND LOCATIONS OF THESE TESTS SHALL BE SUBJECT TO REQUIREMENTS OUTLINED IN THE CITY OF TEMECULA EROSION AND SEDIMENT CONTROL
TO EROSION AND SEDIMENT CONTROL DEVICES OR ANYTHING EL$Eo CREATES A HAZARDOUS CONDITION TO H.P. FINISH SURFACE APPROVAL BY THE DIRECTOR OF PUBLIC WORKS. STANDARD NOTES THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE
THE PUBLIC. HOWEVER, EMERGENCY ACCESSES SHALL BE MAINTAINED AT ALL TIMES. NOTES: T.G. TOP OF GRATE 12. ASPHALT CONCRETE SHALL CONFORM TO ALL PROVISIONS TO THE STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE.
19. NO OB$TRUCTION$s OTHER THAN SEDIMENT CONTROLS, SHALL BE ALLOWED AT ANY EXISTING PUBLIC, CONTRACTOR TO COORDINATE THE INSTALLATION OF SECTION 203-6 OF THE CURRENT STANDARD
OR PRIVATEo $TORMWATER CONVEYANCE SYSTEM, UNLESS ADEQUATE TEMPORARY OR PERMANENT OF REQUIRED SLEEVING FOR THE IRRIGATION T.C. TOP OFCURB 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY
DRAINAGE FACILITIE$ HAVE BEEN APPROVED BY THE DIRECTOR OF PUBLIC WORKS TO CARRY SURFACE SYSTEM AND THE PARKING LOT LIGHTING SYSTEM. SPECIFICATIONS OF PUBLIC WORKS CONSTRUCTION. ASPHALT SEASON. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE
WATER TO THE NEAREST PRACTICAL STORMDRAIN OR NATURAL WATER COURSE. F.L. FLOW LINE ELEVATION SURFACE COURSE SHALL BE C2-AR-4000. MINIMUM PERMITTED.
20. FILL AREAS SHALL HAVE EROSION AND SEDIMENT CONTROLS IMPLEMENTED MILE BEING BROUGHT UP SHEET INDEX F.S. FINISH SURFACE THICKNESS IS 2 INCHES, MAXIMUM THICKNESS IS 3 INCHES.
TO ORADE. THESE MEASURES INCLUDE- TEMPORARY DOWNDRAINS (PIPES OR PAVED DITCHES WITH ASPHALT CONCRETE SECTIONS GREATER THAN 3 INCHES 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO
TITLE SHEET SHEET 1 F.F. FINISH FLOOR SHALL CONTAIN A BASE COURSE OF B-AR-4000, A MINIMUM
PROTECTED 0UTFAI_L4$ ; EARTH BERMS AT THE TOP OF SLOPES- VEGETATION- MUL 0
0 ICH- FIBER MATRIX SHEET 2 THICKNESS OF 2 INCHES. COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
CHECK DAM$- FIBER ROLLS; GRAVEL BAGS AROUND DRAINAGE
PRODUCTS; OLANKE PONDINO AREAS PRECISE GRADING PLAN L.P. LOW POINT
INLETS; AND APPROPRIATE GRADING TO'DIRECT DRAINAWE AWAY FROM THE EDGE OF THE TOP OF EROSION AND SEDIMENT CONTROL PLAN SHEET 3
SLOPES. T.O.B. TOP OF BERM 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN
A PUBLIC RIGHT-OF-WAY.
21. SLOPE PROTECTION MUST BE IN PLACE DURING THE RAINY SEASON PRIOR TO THE ISSUANCE OF A 3" ASPHALT
EARTHWORK E SOIL ENGINEER AND GEOLOGIST- OWNER: INV. INVERT
CER11FICATE OF OCCUPANCY TO PREVENT ERO90N.
PACIFIC SOILS ENGINEERING, INC. WOLF CREEK DEVELOPEMENT,LLC TRACT BOUNDARY 21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE
4" BASE
22. THE DEPARTMENT OF PUBLIC WORKS RESERVES THE RIGHT TO MAKE CHANGES TO THIS PLAN. THE CUT r_7_ , I
DEPARTMENT'S APPROVAL OF THIS PLAN DOES NOT RELIEVE THE DISCHARGER FOR CORRECTIONS OF 7715 CONVOY COURT 255 E. RINCON, STE 200 APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF
ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. FILL %300 C.Y. SAN DIEGO, CA 92111 CORONA� CA. 92879 EXISTING CONTOURS ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE
(858) 560-1713 _el� --NIS APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER
PROPOSED CONTOURS NATURAL GROUND FOR REVIEW AND APPROVAL.
AREA OF DISTURBANCE: UNDERGROUND STRUCTURES PAVEMENT SECLION 22, THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR
NOTIFICATIONS PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE
1 .85 ACRES ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS POOVISIONS OF STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY
AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR NOTE: THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES 2 OEGULATIONS. THE CON TRACTOR/OWN ER/DEVELOPER
NOTICE TO CONTRACTORS APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF EXCAVATION: IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM THESE AGENCIES
PROCEEDING NTH IMPROVEMENT PURSUANT THERETO AGREES TO ASSUME LIABILITY AND PRIOR TO ANY SITE DISTURBANCES OR GRADING.
Underground Service Alert CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS (909) 694-6411 ALD06-0-74GR LD05.�
OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED. NOT
JOB SITE CONDITIONS DURING THE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY INDICATED ON THE PUBLIC RECORDS EXAMINED- LOCATED AT VARIANCE WITH THAT UNDERGROUND SERVICE ALERT- 1(800) 227-2600 BUILDINO AND SAFETY
OF ALL PERSONS AND PROPERTY- THAT THIS REQUIREMENT SHALL APPLY CON11NUOUSLY 0 0 -
Colk TOLL FREE AND NOT BE LIMITED TO NORMACWORKING HOURS- AND THAT THE CONTRACTOR SHALL REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE REVIEWED FOR COMPLIANCE NTH
0 DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND BASIS OF BEARINGS
DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY WDID # 933C330387 TITLE 24 DISABLED ACCES ONLY
,§�ITY
1-800 AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION NTH THE PERFORMANCE OF ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE THE BASIS OF BEARINGS IS THE CENTERLINE OF PECHANGA PARKWAY (PALA RD.)
227-2600 WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES APROVED BY:
I
OF THE OWNER OR ENGINEER. CONCERNED BEFORE STARTING WORK. PER RECORD OF SURVEY BOOK 100, PAGE 28, IE N47"45'28"W NAME '4AZ
TWO WOWING DAY$ BEFOK YOU PIG Drawing No.
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK 43,513 RIDGE PAW 01R�
w" SCALE 'TEMECULA, CA. 92590 RECOMMENDED BY: DATE: DEPARTMENT OF PUBLIC WORKS
A"P, 114 0 11111111F.Hall & Foreman, Inc. PH. 909 676-6726 CITY OF TEMECULA
s7E RIVERSIDE COUNTY 600-62-69 1970 lq� FAX. 909 699-0896
CONTRACTOR kAtAPS 13RASS DISC SET 1' EAST OF CONCRETE POST MARKER HORIZONTAL Engineedng.Surveying-Planning.Landscape Architecture WWWHRNCX0M A
4v%,x D
STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD NO. 21914 ACCEPTED BY. _j e. -ATE
i3 rn DEPUTY DIRECTOR OF PUBLIC WORKS
FROM POST OFFICE AT TEMECULA 29' N.E. OF THE AS SHOWN w, EXP. 9-30-07 rn A ' E 10 0 PRECISE GRADING PLAN PARKING LOT EXPANSION
RONALD J. PARKS 0
INSPECTOR olle;149 00
PAVED ROAD 5' N.W. OF TEL. POLE NO. 6295, C.W.T. 30 VER11CAL 0 LOT 184 OF TRACT 23267-2
S.W. OF 36' CONCRETE STANDPIPE. ELEV. 1039.378 IV% ANTHONY RICH DATE: .0 -
I F* Ck R.C.E.No. 21914 EXP. DATE 9-30-97 R.C.E. No. 19744 EXPIRES 9 ZAQ LO_7 1011 .1 MINIMUM= 04680 - SHT. 1 OF 3
DATE COMPLETED- I I I � I
PRECISE GRADING L
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CONTRACTOR Abb EX HC $PACif-S.ACCESS OA04 ps BRASS DISC SET 1' EAST OF CONCRETE POST MARKER HORIZONTAL Engineering.Surveying.Planning.Landswipe Architecture WWW,HnNC,C0M
STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD NO. 21914 z ACCEPTED BY. kit DATE.' 1� fln(e
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