HomeMy WebLinkAboutLot 184 - Precise Grading EROSIQU CONTROL NOTES GRADING, NO
1. INFORMATION ON THIS PLAN IS FOR EROSION AND SEDIMENT CONTROLS ONLY. SEE 1. ALL GRADING RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION & SEDIMENT CONTROL ORDINANCE
THE GRADING PLAN FOR ADDITIONAL REQUIREMENTS. A COMBINAT10N OF EROSION AND SEDIMENT CONTROLS MUST BE CITY OF T M ULAL No. 04-04, AND IF APPLICABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPOES GENERAL PERMIT FOR
IN PLACE FOR ALL SOIL-DISTURBING ACTIVITIES BY OCTOBER 1 OF EACH YEAR AND, AT A MINIMUM , MAINTAINED CONSTRUCTION ACTIVITIES.
THROUGHOUT THE RAINY SEASON (OCTOBER 1 - APRIL 30)
2. DISCHARGER CONTACT INFORMA11ON: IN CASE OF EMERGENCY CALL- CAMILLE BAHRI PRECISE GRADING PLAN BOYS & GIRLS CL 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1X DRAINAGE SWALES SHALL BE A
24 HOUR PHONE: (949) 581-4994 MINIMUM OF 0.2" DEEP AND BE CONSTRUCTED A MINIMUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FINISH
GRADE SHALL SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3
3. THE DISCHARGER IS RESPONSIBLE FOR THE IMPLEMENTATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL KENT HINTERGARDT PARK PA04-0620 41 FEET.
WORK, AND SHAUL INSURE THAT WORK IS IN ACCORDANCE NTH THIS APPROVAL PLAN. IF SOIL DISTURBANCE MEETS OR 0� 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1.
EXCEEDS ONE ACRE, A WASTE DISCHARGE IDENTIFICATION NUMBER (WDID) ISSUED BY THE STATE WATER RECOURSES 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DE GNED TO CONVEY 100-YEAR STORM FLOW PROVIDE
CONTROL BOARD (SWRCB) SHALL BE PROVIDED TO THE CITY. IN ADDITION, ALL EROSION AND SEDIMENT CONTROLS OUTLINED
SI S OR
IN THE SITE"S STORM WATER POLLUTION PREVEN11ON PLAN (SWPPP) SHALL ALSO BE IMPLEMENTED, OR AS DIRECTED BY XW H&GERGMT W, MAL PARK GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT
THE CITYS NPDES INSPECTOR. TO GRADED AREAS TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES.
APN 9M-020--005
400 REDHAWK PKWY
4. THE DISCHARGER SHALL BE AVAILABLE WITH EQUIPMENT AND WORKERS FOR EMERGENCY WORK AT ALL TIMES DURING THE 40 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOILS ENGINEER,, OR
RAINY SEASON. NECESSARY MATERIALS SHALL BE STOCKPILED AT CONVENIENT LOCATIONS ON SITE TO FACILITATE RAPID ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND MO SHALL
1. q., I V_ ( F WOLF VALLEY ROAD SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP.
CONSTRUCTION AND MAINTENANCE OF TEMPORARY EROSION AND SEDIMENT CONTROLS. TEMPORARY EROSION AND SEDIMENT P UnM
RWOM
CONTROLS SHALL CONSIST OF, BUT NOT BE LIMITED TO, CONSTRUCTING FACILITIES AND TAKING MEASURES NECESSARY TO BASKETO&L
PREVENT, REDUCE, CONTROL, AND ABATE DAMAGE DUE TO WATER, MUD, AND DEBRIS RESULTING FROM EROSION AND V x PROJECT SITE 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA"S PUBLIC WORKS DEPARTMENT A WRITTEN
SEDIMENT TRANSPORT/ DEPOSITION TO PUBLIC AND PRIVATE PROPERTY FROM CONSTRUCTION ACTIVITIES OF THIS PROJECT.
CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
/Maw
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE GRADE ELEVATION AND LOCATION OF CUT
5. CLEARING SHALL BE LIMITED TO AREAS THAT WILL RECEIVE IMMEDIATE GRADING. A COMBINATION OF EROSION AND FILL SLOPES.
-54.5+ Go"
SEDIMENT CONTROLS SHALL BE IMPLEMENTED IN AREAS THAT HAVE BEEN CLEARED. THESE MEASURES MAY INCLUDE, BUT LDN9
M.8+
SHALL NOT BE LIMITED TO: SEEDING, MULCHING, BLANKETS, MATS, DESILTING BASINS, GRADED BERMS, SAND AND/ OR Pt RAINBOW CANYON 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS'GREATER THAN ONE FOOT.
GRAVEL BAGS. FIBER ROLLS, FILTER CLOTH, Z -T FENCES, CHECK DAMS, CHEVRONS, DRAINAGE INLET PROTECTION, ECT.
XATION BEYOND THE GRADING LIMITS. ROAD
CARE SHALL BE EXERCISED TO PRESERVE VE&- 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS
Q11
INVESTIGATION BY T.H.E. SOIL CO., INC. DATED 11/19/2004. TWO SETS OF THE FINAL COMPACTION REPOR
k", T SHALL
.E. INSPECTED, RESTORED, REPAIRED, OR BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS
6. ALL EROSION AND SEDIMENT CONTROLS SHALL BE IMPLEMENTED AND MAINTAINED (I
MCINITY--MAP
./_x 1,
MODIFIED) ON A CONTINUAL BASIS THROUGHOUT THE SIGHT DURING CONSTRUCTION ACTIVITIES TO PROTECT DOWNGRADE P AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE
14 NOT TO SCALE PRELIMINARY SOILS REPORT.
PERIMETERS, ADJACENT PROPERTIES, ENVIRONMENTALLY SENSITIVE AREAS, WATERCOURSES, CURBS, GUTTERS, STREETS, e
DRAINAGE INLETS, AND OTHER PRIVATE AND PUBLIC STORM WATER CONVEYANCE SYSTEMS.
01 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN ADVANCE REQUESTING
FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT
7. ALL REMOVABLE EROSION CONTROLS, SUCH AS BLANKETS AND MATS, SHOWN ON THIS PLAN AND OUTLINED IN THE SWPPP i3r/ar
CLEARANCE FOR EACH LOT.
P
(IF APPLICABLE), SHALL BE M PLACE AT THE END OF EACH WORKING DAY THROUGHOUT THE RAINY SEASON. SIMILAR Ro
CONTROL DEVICES SHALL M IMPLEMENTED DURING THE DRY SEASON, AS APPLICABLE, TO MITIGATE DUST FROM WIND
EROSION. PUBLIC WORKS DEPARTMENT PHONE: (951) 684-6411
40 P,
8. DURING THE NON-RAINY SEASON, SEDIMENT CONTROLS, SUCH AS CURB AND GUTTER CHEVRONS, DRAINAGE INLET 11/0/? ro INDEX MAP 10. CUT AND FILL SLOPES SHALL BE PROTECTED NTH A COMBINATION OF EROSION AND SEDIMENT CONTROLS TO
PROTECTION, SEDIMENT TRACKING CONTROLS, ECT., SHALL BE IMPLEMENTED. IN ADDITION. ANY NON- STORM WATER '19 09 PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING THE GRADING PHASE.
DISCHARGES ASSOCIATED NTH CON STRCTION-RELATED ACTIVITIES MUST BE PREVENTED FROM REACHING STREETS, CURBS, INC), sy 11609 240" 320"
GUTTERS, AND ALL OTHER STORM WATER CONVEYANCE SYSTEMS. ROUTINE STREET CLEANING SHALL BE PERFORMED BY DRY 11. POST-GRADING ACII\,4-nES SHALL INCLUDE, BUT NOT LIMITED TO . INSTALLING, WHERE APPLICABLE . GROUND
METHODS ONLY ( I.E. STREET SWEEPING). IF STREET WASHING IS REQUIRED, APPROPRIATE BEST MANAGEMENT PRACTICES COVER, TREES, SHRUBS, OR A COMBINATION THEREOF IN ACCORDANCE NTH CITY CODES PRIOR TO THE APPROVAL
(BMP9) HALL BE INSTALLED TO DIRECTLY ADDRESS THE WASH WATER, OR AS DIRECTED BY THE CITYS NPDES INSPECTOR. SCALE: 1 80' OF FINAL INSPECTION. SLOPES OVER 4' IN VER11CAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH
BACK FLOW PREVENTION DEVICES PER THE U.P.C.
9. ALL CONSTRUCTION ENTRANCES SHALL BE STABILIZED (I.E. GRAVEL., SHAKER PLATES, ECT.) YEAR-ROUND TO PREVENT MUD,
SEDIMENT, AND DUST FROM BEING TRACKED OUT OF THE SITE BY VEHICULAR TRAFFIC. LEGAL DESCRIPTION 12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CUARED Of XEDS9
LOT 184 OF TRACT 23267-2 RECORDED IN MAP DEBRIS TOPSOIL, AND OTHER DELETERIOUS MATERIAL IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILLS IS
10. ALL SITE DEBRIS SHALL BE REMOVED FROM CHECK DAMS, SILT FENCES, DESILTING BASINS, CURBS GUTTERS, STREETS, CONSTRUCTION NOTES & ESTIMATED QUANTITIES BOOK 237/63-65 TO BE PLACED, THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL
BROWDITCHES TERRACE DRAINS, AND OTHER PRIVATE AND PUBLIC STORM WATER CONVENIENCE SYSTEMS PRIOR TO AND NOTE: PRELIMINARY UNTIL FINAL SECTION APPROVAL* SUPPORT. A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL APPROVE PLACEMENT
AFTER EACH RAIN STORM. DRAINAGE INLETS SHALL BE PROTECTED TO PREVENT SEDIMENT AND DERBIES FROM ENTERING THAT PORTION QUITCLAMED TO THE CITY OF OF R LL.
DOWNSTREAM STORM WATER CONVEYANCE SYSTEMS. No. DESCRIFnON EMECULA STD. No QUAN. TEMECULA PER INSTRUMENT RECORDED MARCH 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE INSTALLED. PROTECTIVE
11. THE DISCHARGER SHALL CONDUCT OPERATIONS IN SUCH A MANNER THAT STORM WATER RUNOFF WILL BE CONTAINED ON CONSTRU QC SIDE--- - 1495 S, 22,1994 AS INSTRUMENT No. 118891 OFFICIAL MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION
SITE THROUGH DESILTING BASINS, EARTH BERMS, ETC. OR FILTERED THROUGH A SERIES OF BMP'9, SUCH AS SAND/GRAVEL (8) HANDICAP SYMBOLS 1 RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. AND PONDING WATER DURING GRADING OPERATIONS.
BAGS, SILT FENCE, FIBER ROLLS, FIBER CLOTH ETC., TO THE STORM DRAIN SYSTEM. HANDICAP SYMBQLS *NO PARKING" I THAT PORTION GRANTED TO THE CITY OF TEMECULA 14. DUST SHALL BE CONTROL BY METHODS APPROVED BY THE CITY ENGINEER.
coNcRLM g&KETBALL COURT :1722 S. BY INSTRUMENT RECORDED JULY 2, 2003 AS
12. THE DISCHARGER SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO INSTRUMENT No. 2003-492776 OFFICIAL RECORDES 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE-TENTHS (1.5) SHALL BE
AREAS WHERE IMPOUNDED WATER, DUE TO EROSION AND SEDIMENT CONTROL DEVICES, CREATES A HAZARDOUS CONDITION. OF RIVERSIDE COUNTY, CALIFORNIA SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEER
CONFORMANCE NTH THE REQUIREMENTS OF THIS PLAN SHALL IN NO WAY RELIEVE THE DISCHARGER FROM HIS
RESPONSIBILITIES TO THIS SITE AT PROTECTING ADJACENT PROPERTIES. GEOLOGIST FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT.
13. TEMPORARY OR PERMANENT DESILTING BASINS ARE TO BE CONSTRUCTED, IF APPLICABLE, PRIOR TO GRADING OPERATIONS 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF THE BUILDING
AND SHALL HAVE A MEANS FOR DEWATERING TO PREVENT OVERFILLING BETWEEN STORM EVENTS. PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA
LEVEL) SHALL BE GIVEN. IF AN ELEVATION NTH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE
14. STORM WATER RUN OFF FROM GRADED AREAS SHALL NOT BE CARRIED OVER GRADED SLOPES. TEMPORARY EROSION AND ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
SEDIMENT CONTROLS ARE REQUIRED ON ALL MANUFACTURED SLOPES UNTIL 70X VEGETATIVE COVER HAS BEEN ESTABLISHED
OR AS DETERMINED BY THE CITYS NPDES INSPECTOR. SLOPES MUST HAVE EROSION AND SEDIMENT CONTROLS IN PLACE 17. EROSION AND SEDIMENT CONTROL: THE PERMITEE SHALL ABIDE BY THE REQUIREMENTS OUTLINED IN THE CITY OF
PRIOR TO OCTOBER 1. SLOPES CONSTRUCTED AFTER OCTOBER 1ST SHALL HAVE EROSION AND SEDIMENT CONTROLS AS THE TEMECULA GRADING, EROSION & SEDIMENT CONTROL ORDINANCE No.04-04 THROUGH THE DURATION OF THERE
CONSTRUCTION OF THE SLOPE PROGRESSES. AL GRADED SLOPES 3' OR MORE IN HEIGHT SHALL INCLUDE,, BUT NOT LIMITED PROJECT. INCLUDING ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE.
TOO, SEEDING, MULCHING, SOIL STABILIZERS, SOIL BINDERS, VEGETAT10N OR HAVE EROSION CONTROL BLANKETS, SUCH AS 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. NO OBSTRUCTION OF
STRAW, COCONUT, STRAW/COCONUT COMPOSITE, POLYPROPYLENE MATS, OR OTHER ACCEPTABLE MATERIALS INSTALLED. FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED.
JUTE NETTING SHALL NOT BE USED AS A STAND ALONE EROSION CONTROL, IN ADDITION, SEDIMENT CONTROLS SHALL BE
PLACED AT THE TOE OF SLOPE AND IN INCREMENTS OF 10 FEET MEASURED VER11CALLY ON FACE OF SLOPE FOR GRADES
3:1 AND GRATER. 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY
CONSTRU CTION/GRADING.
15. PAVED STREETS SIDEWALKS, AND OTHER IMPROVEMENTS SHALL BE MAINTAINED FREE OF LOOSE SOIL, 20. THE PERMITEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A PUBLIC RIGHT-OF-WAY.
CONSTRUCTION-RLATED MATERIALS, DEBRIS, AND WASTE AT ALL TIMES. MATERIAL STORAGE AND WASTE HANDLING AREAS
SHALL BE ESTABLISHED. APPROPRIATE SECONDARY CONTAINMENT SHALL BE IMPLEMENTED FOR MATERIALS HAVING A 21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS ENGINEER
POTENTIAL FOR SPILLS OR LEAKS. CONCRETE WASH-OUT PITS SHALL BE CONSTRUCTED, IF APPLICABLE, AND SHALL BE EARTHWORK QUAN11TY ES�nMATE
LOCATED AWAY FROM STREETS AND SIDEWALK RIGHT-OF-WAYS. FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION.
UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR
16. EMERGENCY ACCESS SHALL BE MAINTAINED AT ALL TIMES (INCLUDING ACCESS TO NEIGHBORING PROPERTIES) CUT 240 C.Y. LEGEND-, REVIEW AND APPROVAL.
17. NO OBSTRUCTION OR DISTURBANCE, OTHER THAN FILTERING BMP's SHALL OCCUR TO ANY EXISTING PUBLIC, OR PRIVATE, FILL 80 C.Y. F.S. FINISH SURFACE SHEET NO. 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE AND CLEARANCES FORM
STORM WATER CONVEYANCE SYSTEM DURING THE RAINY SEASON, UNLESS ADEQUATE TEMPORARY/ PERMANENT DRAINAGE IMPORTZEXPORT 1 160 T.c. TOP OF CURB STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF STATE OR FEDERAL ENDANGERED SPECIES ACTS OR
FACILITIES HAVE BEEN APPROVED AND INSTALLED TO CARRY SURFACE WATER TO THE NEAREST PRACTICAL STORM DRAIN (!��D PAD ELEVATION WATER QUALITY REGULATIONS. THE CONTRACTOR/ OWNER/ DEVELOPER IS RESPONSIBLE FOR OBTAINING THE
OR NATURAL WATER COURSE. TOTAL AREA ORADED 30949.01 S.F. F.L. FLOW LINE ELEVAT10N TRACT BOUNDARY APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING.
ia. FILL AREAS SHALL HAVE EROSION AND SEDIMENT CONTROLS IMPLEMENTED MILE BEING BROUGHT UP TO GRADE TO INV. INVERT 0000- C ---- DAYLIGHT LINE 23. IF AT ANY TIME DURING EXCAVATION/ CONSTRUC11ON OF THE SITE, ARCH AEOLOGICAL/CUTURAL RESOURCES, OR
ELIMINATE, REDUCE, AND CONTROL EROSION AND THE SILTATION OF DOWNSTREAM FACILITIES AND ADJACENT AREAS F.F. FINISH FLOOR F ANY ARTIFACTS OR OTHER OBJECT WHICH REASONABLY APPEARS TO BE EVIDENCE OF CULTURAL OR
DURING CONSTRUCTION PHASES. THESE MEASURES MY INCLUDE, BUT ARE NOT LIMITED TO, TEMPORARY DOWN DRAINS, G.F. GARAGE FLOOR ==N�� RETAINING WALL ARCHEOLOGICAL RECOURSE ARE DISCOVERED, THE PROPERTY OWNER SHALL IMMEDIATELY ADVISE THE CITY OF
EITHER IN THE FORM OF PIPES OR PAVED DITCHES WITH PROTECTED OUT FALL AREAS; EARTH BERMS AT THE TOP OF T.W. TOP OF WALL SUCH AND THE CITY SHALL CAUSE ALL FURTHER EXCAVA71ON OR OTHER DISTURBANCE OF THE AREA AFFECTED
SLOPES TO ADDRESS SURFACE RUNOFF; EROSION CONTROL BLANKETS; SEEDING OR MULCHING; CONFINED PONDING AREAS 1234.0 SURFACE DRAIN T.F. TOP OF FOOTING AREA TO IMMEDIATELY CEASE. THE DIRECTOR OF PLANNING AT HIS/HER SOLE DISCRE11ON MAY REQUIRE THE
TO DESILT RUNOFF; TEMPORARY CHECK DAMS AND FIBER ROLLS TO FILTER RUNOFF; SAND/ GRAVEL BAG PROTECTION F.L FLOW LINE ELEVATION PROPERTY TO DEPOSIT A SUM OF MONEY IT DEEMS REASONABLY NECESSARY TO ALLOW THE THE CITY TO
AROUND INLETS; AND APPROPRIATE GRADING TO DIRECT DRAINAGE AWAY FROM THE EDGE OF THE TOP OF SLOPES SHALL EXISTING CONTOURS CONSULT AND/ OR AUTHORIZE AND INDEPENDENT, FULLY QUALIFIED SPECIALIST TO INSPECT THE SITE AT NO
BE CONSTRUCTED AND MAINTAINED ON THOSE FILL AREAS MERE EARTHWORK OPERATIONS ARE NOT IN PROGRESS. G.B. GRADE BREAK PROPOSED CONTOURS COST TO THE CITY, IN ORDER TO ASSESS THE SIGNIFICANCE OF THE FIND. UPON DETERMINING THAT THE
DISCOVERY IS NOT AND ARCHEOLOGICAL/CUTURAL RECOURSE, THE DIRECTOR OF PLANING SHALL NOTIFY THE
19. THE DEPARTMENT OF PUBLIC WORKS' APPROVAL OF THIS PLAN DOES NOT RELIEVE THE DISCHARGER FROM HIS/ HER /2'�+N DETAIL NUMBER PROPERTY OWNER OF SUCH DETERMINATION AND SHALL AUTHORIZE THE RESUMP11ON OF WORK. UPON
RESPONSIBILITIES FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, SHEET DETAIL SHOWN DETERMINING THAT THE DISCOVERY IS AN ARCH ELOGI CAL/CUTURAL RECOURSE, THE DIRECTOR OF PLANNING
THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE DEPARTMENT OF PUBLIC WORKS APPROVAL. =NJ SHALL NOTIFY THE PROPERTY OWNER THAT NO FURTHER EXCAVAT10N OR DEVELOPMENT MY TAKE PLACE UNTIL A
20. THE DEPARTMENT OF PUBLIC WORKS RESERVES THE RIGHT TO MAKE CHANGES OR MODIFICATIONS TO THIS PLAN AS DEEMED UNDERGROUND-STRUC-WRES. QTIFICAlIONa MITIGATION PLAN OR OTHER CORRECTIVE MEASURES HAVE BEEN APPROVED BY THE DIRECTOR OF PLANNING.
NECESSARY. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS hi 24. SOURCE OF TOPOGRAPHY 25. SOIL ENGINEER AND GEOLOGIST:
AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR NOTE: THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES 2 DON READ CORPORATION T.H.E. SOILS CO., INC.
NQ110E TO CONTRACTOE� APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR WORKING DAYS PRIOR TO STAR11NG CONSTRUCTION OF EXCAVA11ON:
PROCEEDING NTH IMPROVEMENT PURSUANT THERETO AGREES TO ASSUME LIABILITY AND 501 MERCURY LANE 41548 EASTMAN DRIVE, UNIT G
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 (951) 694-6411 BREA, CA 92812 MURRIETA, CA 92562
JOB SITE CONDITIONS DURING THE CONSTRUC11ON OF THE PROJECT, INCLUDING SAFETY OF UNDERGROUND U11LITlES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT (714) 529-9599 (951) 894-2121 LD05-051 GR
Cat TOLL FREE OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY INDICATED ON THE PUBLIC RECORDS EXAMINED; LOCATED AT VARIANCE WITH THAT UNDERGROUND SERVICE ALERT: 1(800) 227-2600 DATE: 12/17/97 BUILDING AND SAFETY
AND NOT BE LIMITED TO NORMAL WORKING HOURS- AND THAT THE CONTRACTOR SHALL REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE OYMER*- REVIEWED FOR COMPLIANCE WITH
1-800 DEFEND, INDEMNIFY AND HOLD THE OWNER AND ik ENGINEER HARMLESS FROM ANY DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND 13ASIS OF IBEARIN CITY OF TEMECULA
227-2600 AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH 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.) 43200 BUSINESS PARK DR. TITLE 24 DISABLED ACCESSIBILITY ONLY
WORK ON THIS PROJECT, EXCEPTING FOR LIABIUTY ARISING FROM THE SOLE NEGLIGENCE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES TEMECULA, CA. 92590 APROVED BY:
M NOMMID mys off= YM OF THE OWNER OR ENGINEER. CONCERNED BEFORE STARTING WORK. PER RECORD OF SURVEY BOOK 100,, PAGE 28, IE N47&45'28*W
NAME DATE
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK ESSIO 4X13 FVM PW W Drawing No.
SCALE Hall & Foreman, Inc. MECULk CA. 92590 RECOMMENDED BY: DATE: ewl? DEPARTMENT OF PUBLIC WORKS
RIVERSIDE COUNTY 600-62-69 1970 PH. 909 676-6726 CITY OF TEMECULA
CONTRACTOR HORIZONTAL Engineedng-Surveong-Planning-Landscape Arch0ecture FAX. 909 6N-OM
BRASS DISC SET 1' EAST OF CONCRETE POST MARKER WWW.HFINC.COM
a ACCEPTED BY. DATE'
STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD NO. 21914 PRECISE GRADING PLAN -BOYS/GIRLS CLUB
0
AS SHOWN EV. 9-30-M PREPAAY DEPOTY DIRECTOR OF PUBLIC RKS
INSPECTOR FROM POST OFFICE AT TEMECULA 29" N.E. OF THE 1" 0, y: !0 lel'0 J_ RONALD J. PARKS
PAVED ROAD 5' N.W. OF TEL POLE NO. 6295, C.W.T. N f-
S.W. OF 36' CONCRETE STANDPIPE. ELEV. 1039.378 VERMCAL df r KENT HINTERGARDT PARK PA04-0620
A ANTHOO JAERICH DATE:
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DATE COMPLETED C U%i R.C.E.No. 21914 EXP. DATE 9-30-05 R.C.E. No. 19744 EXPIRES 9/30ZQ5 LOT 184 OF TRACT 23267-2 M.B. 237/63-65 SHT. 1 OF 2
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LOT 184 OF TRACT 23267-2 RECORDED IN MAP BOOK
1050 lb� 237/63-65
THAT PORTION QUITCLAMED TO THE CITY OF TEMECULA PER
INSTRUMENT RECORDED MARCH 22,1994 AS INSTRUMENT No.
1053.0 EXISTING 118891 OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA.
EL RESTROOM 1056. THAT PORTION GRANTED TO THE CITY OF TEMECULA BY
ISTING DRAIN FF=54.5+/- INSTRUMENT RECORDED JULY 2, 2003 AS INSTRUMENT No.
2003-492776 OFFICIAL RECORDES OF RIVERSIDE COUNTY,
PROPOSED CALIFORNIA
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A Call: TOLL FREE HALL & FOREMA INC * BUILDING AND SAFETY
L I SOURCE OF TOPO-0
L 1-800 UwW NennkV 4WI 3 Md" ftrk W" CITY OF TEMECULA TOPO EWED FOR COMPLMCE WI1TH
422-4133 CIA E h wei h TenwmwW, Co. 925M WOLF CREEK TOPO BY DON READ CORP. 12/97 TIMLE 24 DISABLE CESSIBILITY ONLY
0-weying Ph. 909 676-6726 Fox NO Off—CON Z//—.V
TWO WORKING DAYS BEFORE YOU DIG APROVED BYL_=
NA&E DAM
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK EM DESIGNED BY DRAWN BY CHECKED BY Drawing No.
SCALE J. A. J. TERICH A. J. TERICH A. J. TERICH RECOMMENDED BY: DATE:-41// CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
Contractor (SEE NOTE SHEET 1) RORIZONJ& No. 21914 Plans repared Under The Supervision Of ACCEPTED BY: DATE: BOYS & GIRLS CLUB FACILITY
Inspector AS SHOWN EV.9-310M 0 - 0A ot Date: 60/7,45 RONALD J. PARKS KENT HINTERGARDT MEMORIAL PARK 2
VERTICAL C/V AN NY TERICH DEPUTY DIRECTOR OF PUBLIC WORKS ,
Date Completed R.C.E. No. 21914 Expires 9-30-05 19744 9/30/05 PRECISE GRADING PLAN
N/A R.C.E. No. EXPIRES LOT 184 OF TRACT 23267-2 M.B. 237/63-65 SHEET 2 OF 2
06/17/05