HomeMy WebLinkAboutParcel Map 15421 Parcel A Precise Grading Islamic Center Phase 2APPROXIMATE DEPTH CUT = 10 C.Y.
APPROXIMATE DEPTH FILL = 0 C.Y.
APPROXIMATE EXPORT = 10 C.Y.
TOTAL DISTURBED AREA = 0.207 AC
TOTAL GROSS AREA = 2.060 AC
EARTHWORK QUANTITIES
PROPERTY OWNER:APPLICANT:
670 E. PARKRIDGE AVE., SUITE 101
CORONA, CALIFORNIA 92879
(951) 734-6330 #202
CIVIL/SURVEYING:
GEOMAT TESTING LABORATORIES, INC.
9980 INDIANA AVENUE SUITE 14
RIVERSIDE, CALIFORNIA 92503
TEL: (951) 688-5400
ATTN: HAYTHAM NABILSI
HAYTHAM@GEOMATLABS.COM
SOILS:
NOTICE TO CONTRACTOR:
CONTRACTOR AGREES TO NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION FOR CLARIFICATION
AND CONFIRMATION. ANY WORK COMPLETED WITHOUT APPROVAL IS THE RESPONSIBILITY OF THE CONTRACTOR. PRIOR TO
PLACEMENT OF CONCRETE, FORM LOCATIONS, SHAPES & GRADE ELEVATIONS WILL REQUIRE LAND SURVEYOR
CERTIFICATION. CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICE,
CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE RESPONSIBILITY AND FULL RESPONSIBILITY FOR JOBSITE CONDITIONS
DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, TO INCLUDE BUT NOT LIMITED TO THE SAFETY OF ALL PERSONS
AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
WORKING HOURS. FURTHER CONTRACTOR AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN ENGINEER HARMLESS FROM
ANY AND ALL LIABILITY, REAL OR ALLEGED IN ACCORDANCE WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
ACCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN ENGINEER. THE DESIGN ENGINEER PREPARING
THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR ANY UNAUTHORIZED CHANGES TO OR THE USE OF THESE
DOCUMENTS. ALL CHANGES MADE TO THESE DOCUMENTS MUST BE REQUESTED IN WRITING AND MUST BE APPROVED BY
THE DESIGN ENGINEER OF RECORD.
I, HAYTHAM NABILSI, A REGISTERED CIVIL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY
DOING BUSINESS IN THE FIELD OF APPLIED MECHANICS, HEREBY VERIFY THAT A SAMPLING AND
STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY
DIRECTION AND SOILS REPORT UPDATE LETTER DATED OCTOBER 22, 2019, ONE COMPLETE COPY OF
THE GEOTECHNICAL ENGINEERING INVESTIGATION COMPILED FROM THIS STUDY. WITH MY
RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER.
THESE GRADING PLANS HAVE BEEN REVIEWED BY ME
OR UNDER MY DIRECTION AND CONFORM TO THE
RECOMMENDATIONS MADE IN THE GEOTECHNICAL
ENGINEERING INVESTIGATION MENTIONED ABOVE.
SOILS ENGINEER CERTIFICATE:
HAYTHAM NABILSI,RCE 45449
EXP. 12.31.2020
CITY OF TEMECULA
PUBLIC WORKS DEPARTMENT
---------------------------------------------
ISLAMIC CENTER OF TEMECULA VALLEY
ON-SITE PRECISE GRADING
-------------------------------------------------
PA19-0021 PARCEL "A" OF CERTIFICATE OF PARCEL MERGER
No. PA08-0216
PM No. 15421
BEING PARCEL A SITUATED IN THE CITY OF TEMECULA, COUNTY OF RIVERSIDE STATE OF CALIFORNIA,
PER CERTIFICATE OF PARCEL MERGER PA08-0216, RECORDER DECEMBER 19, 2008 AS INSTRUMENT NO.
2008-663215, OFFICIAL RECORDS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.
PROPERTY LEGAL DESCRIPTION:
RIVERSIDE COUNTY BENCH MARK T 46-81 (RESET 1997)
ELEVATION: 1097.163 FEET
FOUND 3 1/2 ALUMINUM DISK IN CONCRETE CURB; FROM THE INT. OF RANCHO CALIFORNIA ROAD AND
FRONT STREET 1.7 MILES NW ON FRONT STREET - JEFFERSON AVENUE TO THE INT. OF JEFFERSON
AND WINCHESTER (HWY 79), 2.0 MILES NE ON WINCHESTER ROAD (HWY 79) TO A BRIDGE OVER THE
SANTA GERTRUDIS CREEK, 55.5' E'LY OF CENTERLINE OF WINCHESTER ROAD (HWY 79) AT SE'LY
CORNER BRIDGE OVER SANTA GERTRUDIS CREEK 4.5' N'LY OF S'LY SIDE OF CREEK.
BENCH MARK:
THE BEARINGS SHOWN HEREON ARE BASED UPON THE WESTERLY LOT LINE OF PARCELS 1 AND 2,
%(,1*1
:$66+2:1213$5&(/0$35(&25'62)5,9(56,'(&2817<
BASIS OF BEARINGS:
GENERAL NOTES:
THESE ³*(1(5$/ 127(6´ ARE INTENDED TO BE USED ON ALL PLANS FOR PRIVATE DEVELOPMENT, REVIEWED AND APPROVED BY THE DEPARTMENT
OF PUBLIC WORKS.
1.STANDARDS. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT EDITION OF THE CITY'S IMPROVEMENT STANDARD
DRAWINGS FOR PUBLIC WORKS CONSTRUCTION (AND SUBSEQUENT AMENDMENTS), THE CITY'S ENGINEERING AND CONSTRUCTION MANUAL,
CITY CODES AND REQUIREMENTS.
2.EMERGENCY TELEPHONE NUMBERS. (ANSWERING MACHINE IS NOT ACCEPTABLE):
___________________________________________________________________________________
(RESPONSIBLE PERSON/DEVELOPER) (COMPANY) (24-HR PHONE NUMBER)
______________________________________________________________________________________
(RESPONSIBLE PERSON/CONTRACTOR) (COMPANY) (24-HR PHONE NUMBER)
3.LICENSE/PERMIT REQUIREMENT.
a.PRIOR TO START OF ANY WORK, A BUSINESS LICENSE SHALL BE OBTAINED FROM THE CITY.
b.A GRADING PERMIT SHALL BE OBTAINED, PRIOR TO ANY WORK ON PRIVATE DEVELOPMENT. THE PERMIT AND AN APPROVED SET OF
IMPROVEMENT PLANS MUST BE PRESENT AT THE JOBSITE DURING CONSTRUCTION.
4.ERRORS OR OMISSIONS. APPROVAL OF THESE PLANS BY THE CITY DOES NOT RELIEVE THE APPLICANT AND ENGINEER OF RECORD FROM THE
RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION.
5.WORKING HOURS. CITY ORDINANCE NO. 94-25 STATES THAT NO PERSON SHALL ENGAGE IN OR CONDUCT CONSTRUCTION ACTIVITY, WHEN
THE CONSTRUCTION SITE IS WITHIN ONE-QUARTER OF A MILE OF AN OCCUPIED RESIDENCE, BETWEEN THE HOURS OF 6:30 PM AND 6:30 AM,
MONDAY THROUGH FRIDAY AND SHALL ONLY ENGAGE IN OR CONDUCT CONSTRUCTION ACTIVITY BETWEEN THE HOURS OF 7:00 AM AND 6:30
PM ON SATURDAY. NO CONSTRUCTION ACTIVITY SHALL BE UNDERTAKEN ON SUNDAY AND NATIONALLY RECOGNIZED HOLIDAYS.
6.REGULATORY AGENCY CLEARANCES. 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 APPROPRIATE CLEARANCES FROM THESE AGENCIES SHALL BE OBTAINED PRIOR TO ANY SITE DISTURBANCE OR GRADING.
7.CONSTRUCTION CHANGE. ANY CONSTRUCTION CHANGE MUST BE FIRST SUBMITTED TO THE CITY AS A REDLINE REVISION FOR REVIEW AND
APPROVAL PRIOR TO IMPLEMENTING THE CHANGE IN THE FIELD. REFER TO THE CITY'S ENGINEERING AND CONSTRUCTION MANUAL.
8.PRE-CONSTRUCTION MEETING. A PRE-CONSTRUCTION MEETING SHALL BE SCHEDULED TWO WORK DAYS PRIOR TO THE START OF
CONSTRUCTION. DURING CONSTRUCTION, A DEPENDABLE AND RESPONSIVE CONTRACTOR'S REPRESENTATIVE SHALL BE AT THE JOB SITE AT
ALL TIMES.
9.UTILITIES. APPROVAL OF THESE PLANS BY THE CITY DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS
OF THE LOCATION, NOR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITIES WITHIN THE PROJECT LIMITS. ANY UTILITY
DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE GOVERNING AGENCY
BY THE CONTRACTOR, AT HIS EXPENSE.
10.SURVEY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF RECORD AND TO INSTALL STREET
CENTERLINE MONUMENTS, AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 491. CENTERLINE TIES SHALL BE PROVIDED TO THE CITY
ENGINEER, UPON COMPLETION OF THE PROJECT AND BEFORE ACCEPTANCE IS GRANTED. ALL EXISTING MONUMENTATION (DISTURBED OR
DESTROYED DURING CONSTRUCTION) SHALL BE REPLACED TO CITY STANDARDS IN ACCORDANCE WITH THE LAND SURVEYORS ACT AND THE
STREETS AND HIGHWAY CODE, AND AS APPROVED BY THE CITY ENGINEER. UPON REQUEST, SURVEY CUTS SHEETS SHALL BE PROVIDED TO
THE CITY ENGINEER.
11.DUST CONTROL. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS, AS APPROVED BY THE CITY ENGINEER AND SHALL
COMPLY WITH SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT'S (SCAQMD) RULE 403.
12.CONSTRUCTION FENCING. A SIX FOOT CHAIN LINK FENCE IS REQUIRED ON ALL INDUSTRIAL AND COMMERCIAL PROJECTS UNTIL ROOF
SYSTEMS ARE COMPLETED OR AS DEEMED NECESSARY BY THE CITY ENGINEER FOR PUBLIC SAFETY. THE MAINTENANCE OF THE FENCE IS
THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
13.INSPECTIONS. ALL WORK PERFORMED WITHOUT PROPER INSPECTION FROM THE CITY MAY BE SUBJECT TO REJECTION.
14.OTHER CONSTRUCTION NOTES. REFER TO SEPARATE NOTES FOR ³*5$',1*´ ³(526,21 AND SEDIMENT &21752/´ ³3$9,1*´ AND
³75$)),&´5(48,5(0(176,)$33/,&$%/(
15.
NO
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VICINITY MAP
ENGINEERING GROUP, INC.
MARCH 22, 2019
TOPOGRAPHIC SURVEY
CONSTRUCTION START FEBRUARY 2010
CONSTRUCTION ENDS AUGUST 2020
CONSTRUCTION DATES:
EROSION AND SEDIMENT CONTROL NOTES:
THESE ³(526,21 & SEDIMENT CONTROL 127(6´ ARE INTENDED TO BE USED ON ALL PUBLIC WORKS PLANS FOR BOTH PRIVATE DEVELOPMENT AND
PUBLIC RIGHT-OF-WAY IMPROVEMENTS. THE NOTES ARE COMPREHENSIVE AND SHOULD BE APPLIED ACCORDING TO SITE-SPECIFIC CONDITIONS.
1.FILTERED RUNOFF. ALL RUNOFF SHALL BE FILTERED PRIOR TO DISCHARGING FROM A SITE OR TO ANY TYPE OF PRIVATE OR PUBLIC STORM
WATER CONVEYANCE SYSTEM (NATURAL WATERCOURSES, STREETS, GUTTERS, CONCRETE-LINED V-DITCHES, STORM DRAINS, FLOW-LINES,
INLETS, OUTLETS, ETC.). ALL NON-PERMITTED DISCHARGES ARE PROHIBITED FROM ENTERING ANY STORM WATER CONVEYANCE SYSTEM
YEAR-ROUND.
2.BEST MANAGEMENT PRACTICES (BMP'S). YEAR-ROUND, POLLUTION PREVENTION MEASURES, ALSO KNOWN AS BEST MANAGEMENT PRACTICES
(BMP'S), MUST BE INSTALLED PRIOR TO ANY FIELD ACTIVITIES. BMP HANDBOOKS CAN BE DOWNLOADED AT WWW.CABMPHANDBOOKS.COM.
ADDITIONAL EROSION PREVENTION AND SEDIMENT CONTROL (ESC) MEASURES MUST BE INSTALLED AND MAINTAINED PRIOR TO AND
THROUGHOUT EACH RAINY SEASON. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR ESC MEASURES THROUGHOUT THE DURATION OF THE
PROJECT FOR ALL CLEARING, DISKING, GRADING, EXCAVATING AND STOCKPILING ACTIVITIES, AND ON ALL EXPOSED SLOPES AND INACTIVE PADS
THROUGHOUT THE ENTIRE SITE. THE DEVELOPER/CONTRACTOR IS ALSO RESPONSIBLE FOR ANY DISCHARGES FROM SUBCONTRACTORS.
a.STOCKPILING OF BMPS. ADDITIONAL ESC MATERIALS SHALL BE STOCKPILED AT VARIOUS LOCATIONS THROUGHOUT THE SITE FOR IMMEDIATE
USE WITHIN SEVEN DAYS PRIOR TO ANY FORECAST RAIN. ON EMERGENCY SITUATIONS, THE DEVELOPER/CONTRACTOR SHALL IMMEDIATELY
MAKE EQUIPMENT AND WORKERS AVAILABLE TO PROTECT THE SITE.
3.EROSION AND SEDIMENT CONTROLS. ALL ESC MEASURES SHALL BE INSPECTED, RESTORED, REPAIRED OR MODIFIED YEAR-ROUND THROUGHOUT
THE SITE TO PROTECT PERIMETERS, ADJACENT PROPERTIES, ENVIRONMENTALLY SENSITIVE AREAS AND ALL PRIVATE/PUBLIC STORM WATER
CONVEYANCE SYSTEMS. IF ANY EROSION OR SEDIMENT CONTROLS FAIL DURING ANY RAIN EVENT, MORE EFFECTIVE ONES WILL BE REQUIRED IN
THEIR PLACE.
a.EROSION CONTROLS. EROSION CONTROLS SHALL INCLUDE, BUT ARE NOT LIMITED TO APPLYING AND ESTABLISHING: VEGETATIVE COVER,
WOOD MULCH, STAPLED OR PINNED BLANKETS (STRAW, COCONUT OR OTHER), PLASTIC SHEETING (MINIMUM 10-MIL), POLYPROPYLENE MATS,
SPRAY-ON CONTROLS TO ALL DISTURBED AREAS OR OTHER MEASURES APPROVED BY THE CITY ENGINEER. JUTE NETTING SHALL NOT BE
USED AS A STAND-ALONE EROSION CONTROL. FOR SLOPES GREATER THAN 4:1, PROVIDE FIBER ROLLS AND EITHER A BONDED FIBER MATRIX
PRODUCT APPLIED TO A RATE OF 3500 LB/ACRE OR A STABILIZED FIBER MATRIX PRODUCT APPLIED TO A RATE OF 10 GAL/ACRE. THE CITY
ENGINEER MAY APPROVE DIFFERENT APPLICATION RATES FOR SLOPES LESS THAN 4:1.
b.SEDIMENT CONTROLS. SEDIMENT CONTROLS SHALL INCLUDE, BUT ARE NOT LIMITED TO: DESILTING BASINS, GRADED BERMS, FIBER ROLLS,
SILT FENCES, GRAVEL BAG CHEVRONS (FILLED WITH MINIMUM ô´ GRAVEL), CHECK DAMS, DRAINAGE INLET PROTECTION, ETC. FIBER ROLLS
SHALL BE INSTALLED IN 15-FOOT INCREMENTS MEASURED ALONG THE FACE OF THE SLOPE. SILT FENCE SHALL BE INSTALLED ALONG
INTERIOR STREETS AND COMBINED WITH GRAVEL-BAG OR SILT FENCE CHEVRONS INSIDE THE SIDEWALK RIGHT-OF-WAY OR BACK OF CURBS.
4.STATE CONSTRUCTION GENERAL PERMIT. IF THE PROJECT DISTURBS, EXPOSES OR STOCKPILES ONE ACRE OR MORE OF SOIL, THE SITE MUST BE
COVERED UNDER THE STATE CONSTRUCTION GENERAL PERMIT. A WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER, A RISK LEVEL
DETERMINATION NUMBER AND THE QUALIFIED ³67250 WATER POLLUTION PREVENTION 3/$1´ (SWPPP) DEVELOPER (QSD) SHALL BE PROVIDED TO
THE CITY PRIOR TO ISSUANCE OF A GRADING PERMIT. A SWPPP SHALL BE IMPLEMENTED THROUGHOUT THE DURATION OF THE PROJECT AND
SHALL BE READILY AVAILABLE TO CITY AND STATE INSPECTORS AND UPDATED TO REFLECT CURRENT SITE CONDITIONS DURING CONSTRUCTION.
THE CONSTRUCTION PERMIT CAN BE DOWNLOADED AT:
WWW.WATERBOARDS.CA.GOV/WATER_ISSUES/PROGRAMS/STORMWATER/CONSTRUCTION.
5.PERIMETER PROTECTION. PERIMETER PROTECTION MUST BE INSTALLED PRIOR TO ANY CLEARING ACTIVITIES. CLEARING SHALL BE LIMITED TO
AREAS THAT WILL BE IMMEDIATELY GRADED OR DISTURBED. A COMBINATION OF ESC MEASURES SHALL BE IMPLEMENTED IN AREAS THAT HAVE
BEEN CLEARED. ALL DISTURBED AREAS OF AN INACTIVE SITE, AS DESCRIBED IN THE ENGINEERING AND CONSTRUCTION MANUAL, SHALL ALSO BE
PROTECTED.
6.CONSTRUCTION ACCESS POINTS. CONSTRUCTION ACCESS POINTS SHALL BE STABILIZED WITH A COMBINATION OF ROCK AND SHAKER PLATES
YEAR-ROUND TO PREVENT TRACK-OUT. INTERIOR ACCESS POINTS (ALL PROPOSED DRIVEWAYS, MATERIAL STORAGE AND STAGING AREA
ENTRANCES/EXITS, ETC.) SHALL ALSO BE PROTECTED WITH ROCK TO PREVENT TRACK-OUT ONTO INTERIOR STREETS. ROUTINE STREET
SWEEPING SHALL BE PERFORMED ON ALL PAVED STREETS WHERE TRACKING IS OBSERVED. VACUUM SWEEPERS SHALL BE USED WHEN STREET
SWEEPING BECOMES INEFFECTIVE. CONTROLLED STREET WASHING SHALL ONLY BE ALLOWED PRIOR TO THE APPLICATION OF ASPHALT SEAL
COATS, AND ONLY WHEN ALL PERTINENT DRAINAGE INLETS ARE PROTECTED.
7.DESILTING BASINS. DESILTING BASINS SHALL BE DESIGNED ACCORDING TO THE GUIDANCE PROVIDED IN CASQA'S CONSTRUCTION BMP
HANDBOOK. IMPOUNDED WATER SHALL BE SECURED FROM THE PUBLIC. SIGNAGE INDICATING ³321'(' WATER - DO NOT (17(5´ OR AN
EQUIVALENT WARNING NOTICE, SHALL BE POSTED.
8.MATERIAL STORAGE. MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED. FUEL TANKS, PORTABLE TOILETS, LIQUIDS, GELS,
POWDERS, LANDSCAPE MATERIALS AND STOCKPILES OF SOIL SHALL BE STORED AWAY FROM ALL PRIVATE/PUBLIC STORM WATER CONVEYANCE
SYSTEMS, SIDEWALKS, RIGHT-OF-WAYS AND FLOW-LINES AND SHALL HAVE SECONDARY CONTAINMENT. INACTIVE STOCKPILES OF SOIL SHALL BE
COVERED AT ALL TIMES. ACTIVE STOCKPILES SHALL BE COVERED PRIOR TO A FORECAST RAIN.
9.CONSTRUCTION WASTE. CONSTRUCTION WASTE AND MISCELLANEOUS DEBRIS SHALL BE PLACED IN WATER-TIGHT BINS. WIRE MESH
RECEPTACLES SHALL NOT BE ALLOWED. WASH-OUT STATIONS SHALL BE PROVIDED FOR CONCRETE, PAINTS, STUCCO AND OTHER LIQUID WASTE,
AND SHALL BE LINED WITH PLASTIC AND LOCATED AWAY FROM PUBLIC RIGHT-OF-WAYS, FLOW LINES, ETC. PRIOR TO ANY FORECAST RAIN, BINS
AND WASH-OUTS SHALL BE COVERED WITH LIDS OR PLASTIC TARPS.
10.SLOPE PROTECTION. STORM WATER RUNOFF SHALL NOT BE DIRECTED OVER SLOPES WITHOUT PERMANENT DOWN DRAINS INSTALLED. ESC
MEASURES ARE REQUIRED ON ALL EXPOSED SLOPES UNTIL SUFFICIENT/PERMANENT LANDSCAPE IS ESTABLISHED. THERE SHALL BE 100% SLOPE
PROTECTION IN PLACE PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY.
11.PORTABLE MIXERS. ALL PORTABLE MIXERS SHALL HAVE PLASTIC LINERS UNDERNEATH THEM WITH GRAVEL-BAGS PLACED ON THE DOWN-HILL
SIDE OF THE LINERS TO CONTAIN DISCHARGES.
12.MAINTENANCE. ALL ONSITE AND OFFSITE FLOW LINES (I.E., V- AND BROW-DITCHES, TERRACE DRAINS, RIBBON GUTTERS, CURB GUTTERS, ETC.),
STORM WATER CONVEYANCE SYSTEMS, CHECK DAMS, CHEVRONS, SILT FENCES AND DESILTING BASINS SHALL BE FREE OF SEDIMENT,
CONSTRUCTION MATERIALS, WASTE, MISCELLANEOUS DEBRIS AND DETERIORATED ESC MEASURES YEAR-ROUND.
13.OBSTRUCTIONS. NO OBSTRUCTIONS, OTHER THAN BMP'S, SHALL BE ALLOWED WITHIN ANY STORM WATER CONVEYANCE SYSTEM, UNLESS
ALTERNATIVE DRAINAGE FACILITIES HAVE BEEN APPROVED BY THE CITY ENGINEER.
14.27+(5&216758&7,21127(65()(5726(3$5$7(127(6)25³*(1(5$/´³*5$',1*´$1'³3$9,1*´5(48,5(0(176
PRECISE GRADING 1
1.1
ICTV-TEMECULA
31061 NICOLAS RD
APN: 957-140-012
CITY OF TEMECULA
BUILDING AND SAFETY
ISLAMIC CENTER OF TEMECULA VALLEY PHASE 2
PA19-0021 PARCEL "A" OF PARCEL MERGER
PA08-0216 PM 15421
LD19 - 4234
6TITLE SHEET
AMJAD OMAR ISLAMIC CENTER OF TEMECULA VALLEY
(949) 690-8500
ATTN: ALEX A. IRSHAID
ALEX@RCGROUP.US
ATTN: AMJAD OMAR
build@icotv.org
ATTN: AMJAD OMAR
build@icotv.org
ISLAMIC CENTER OF TEMECULA VALLEY
31061 NICOLAS RD
ISLAMIC CENTER OF TEMECULA VALLEY
31061 NICOLAS RD
TEMECULA, CA 92591
TEL (949)
690-8500
TEMECULA, CA 92591
TEL (951) 690-8500
GRADING NOTES:
THESE ³*5$',1* 127(6´ ARE INTENDED TO BE USED ON ALL PLANS FOR PRIVATE DEVELOPMENT THAT INCLUDES WORK RELATED TO: MASS, ROUGH AND PRECISE GRADING, BORROW
SITE/STOCKPILING, EROSION AND SEDIMENT CONTROL, ADMINISTRATIVE CLEARING, SUBJECT TO REVIEW AND APPROVAL BY THE DEPARTMENT OF PUBLIC WORKS.
1.STANDARDS. ALL CONSTRUCTION AND GRADING RELATED ACTIVITIES (I.E., STOCKPILING, LAND CLEARING, EROSION & SEDIMENT CONTROL, ETC.) SHALL BE PERFORMED IN ACCORDANCE
WITH CHAPTER 18 OF THE CITY OF TEMECULA MUNICIPAL CODE, THE ENGINEERING AND CONSTRUCTION MANUAL, ALL APPLICABLE STANDARDS, THE LATEST EDITION OF THE CALIFORNIA
BUILDING CODE (APPENDIX J) AND, IF APPLICABLE, THE STATE WATER RESOURCES CONTROL BOARD (SWRCB) NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL
PERMIT FOR CONSTRUCTION ACTIVITIES.
2.PERMIT REQUIREMENTS. A GRADING PERMIT SHALL BE OBTAINED PRIOR TO COMMENCEMENT OF ANY WORK ON THE SITE.
3.NOTIFICATIONS. PUBLIC WORKS SHALL BE NOTIFIED VIA THE PUBLIC WORKS INSPECTION LINE AT (951) 308-6395 AT LEAST 24 HOURS IN ADVANCE OF BEGINNING ANY
CONSTRUCTION/GRADING OPERATIONS.
4.SOILS. ALL CONSTRUCTION/GRADING ACTIVITIES SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY GEOMAT TESTING
LABORATORIES, INC. DATED APRIL 23, 2012. SAID REPORT SHALL BE CONSIDERED A PART OF THIS GRADING PLAN.
5.CUT/FILL.
a.MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER; AND SHALL COMPLY WITH THE RECOMMENDATIONS OF THE SOILS REPORT. FILL
SLOPES SHALL NOT HAVE LESS THAN 90% RELATIVE COMPACTION OUT TO THE FINISH SURFACE.
b.FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, VEGETATION AND OTHER DELETERIOUS MATERIAL.
IF THE SLOPE RATIO EXCEEDS 5:1 AND IS GREATER THAN FIVE FEET, THE TERRAIN MUST BE KEYED AND BENCHED INTO EITHER BEDROCK OR NATIVE SOIL, AS DIRECTED BY THE
GEOTECHNICAL ENGINEER.
c.STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS (1.5) SHALL BE SUBMITTED TO PUBLIC WORKS BY A REGISTERED CIVIL ENGINEER, SOILS
ENGINEER OR GEOLOGIST FOR CUT AND FILL SLOPES OVER 30 FEET IN VERTICAL HEIGHT.
5.ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOILS ENGINEER OR GEOLOGIST, WHO SHALL SUBMIT TWO SETS OF WRITTEN CERTIFICATION
THAT ALL FILLS OVER ONE FOOT IN DEPTH HAVE BEEN PROPERLY PLACED.
6.DRAINAGE.
a.AS APPLICABLE, PROVIDE CONCRETE BROW DITCHES TO CONVEY 100-YEAR STORM FLOWS OR PROVIDE GRADED BERMS ALONG THE TOP OF ALL GRADED SLOPES OVER THREE FEET
IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS, TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. ALL DRAINAGE DEVICES SHALL BE CONSTRUCTED
PER THE APPROVED PLANS.
b.EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION AT ALL TIMES. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED.
c.TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING
AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING CONSTRUCTION/GRADING OPERATIONS.
d.APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT.
e.DRAINAGE EASEMENTS SHALL BE KEPT CLEAR OF ALL OBSTRUCTIONS; NO BUILDING OR WALLS SHALL BE PLACED WITHIN THE LIMITS OF EASEMENTS.
f.THE MINIMUM GRADE FOR CONCRETE SURFACE DRAINAGE FACILITIES SHALL BE A ONE-HALF PERCENT (0.5%).
7.PROPERTY CORNERS. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING ACTIVITY, AS DIRECTED BY
THE CITY ENGINEER.
8.ROUGH GRADING INSPECTIONS PRIOR TO BUILDING PERMIT. INSPECTIONS SHALL BE REQUESTED VIA THE PUBLIC WORKS INSPECTION LINE AT (951) 308-6395. SUBMIT THE FOLLOWING:
a.TWO SETS OF PAD ELEVATION CERTIFICATION (I.E., ROUGH GRADE) TO INCLUDE A STATEMENT THAT THE PAD ELEVATION COMPLIES WITH THE APPROVED GRADING PLAN.
CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT/FILL SLOPES.
b.TWO SETS OF PAD COMPACTION CERTIFICATION (I.E., FINAL GEOTECHNICAL/SOILS REPORT) TO INCLUDE A STATEMENT THAT THE GRADING COMPLIES WITH RECOMMENDATIONS OF
THE PRELIMINARY SOILS REPORT.
9.FINAL INSPECTION PRIOR TO OCCUPANCY. REFER TO THE CITY'S ENGINEERING AND CONSTRUCTION MANUAL.
10.POST GRADING ACTIVITIES. POST GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING WHERE APPLICABLE: GROUNDCOVER, TREES, SHRUBS OR A COMBINATION
THEREOF IN ACCORDANCE WITH THE TEMECULA MUNICIPAL CODE PRIOR TO FINAL INSPECTION. SLOPES OVER FOUR FEET IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION
SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C.
11.27+(5&216758&7,21127(65()(5726(3$5$7(127(6)25³3$9,1*´³*(1(5$/´$1'³(526,21$1'6(',0(17&21752/´5(48,5(0(176
PLANNING CONDITIONS OF APPROVAL NOTES:
PL-27.PROVIDE THE PLANNING DEPARTMENT WITH A COPY OF THE UNDERGROUND WATER PLANS AND ELECTRICAL PLANS FOR VERIFICATION OF
PROPER PLACEMENT OF TRANSFORMER(S) AND DOUBLE DETECTOR CHECK PRIOR TO FINAL AGREEMENT WITH THE UTILITY COMPANIES.
PL-28.DOUBLE DETECTOR CHECK VALVES SHALL BE INSTALLED INTERNAL TO THE PROJECT SITE AT LOCATIONS NOT VISIBLE FROM THE PUBLIC
RIGHT-OF-WAY, SUBJECT TO REVIEW AND APPROVAL BY THE PLANNING DIRECTOR.
PL-29.THE FOLLOWING SHALL BE INCLUDED IN THE NOTES SECTION OF THE GRADING PLAN: ³,) AT ANY TIME DURING EXCAVATION/CONSTRUCTION OF
THE SITE, ARCHAEOLOGICAL/CULTURAL RESOURCES, OR ANY ARTIFACTS OR OTHER OBJECTS WHICH REASONABLY APPEARS TO BE EVIDENCE
OF CULTURAL OR ARCHAEOLOGICAL RESOURCE ARE DISCOVERED, THE PROPERTY OWNER SHALL IMMEDIATELY ADVISE THE CITY OF SUCH
AND THE CITY SHALL CAUSE ALL FURTHER EXCAVATION OR OTHER DISTURBANCE OF THE AFFECTED AREA TO IMMEDIATELY CEASE. THE
PLANNING DIRECTOR AT HIS/HER SOLE DISCRETION MAY REQUIRE THE PROPERTY OWNER TO DEPOSIT A SUM OF MONEY IT DEEMS
REASONABLY NECESSARY TO ALLOW THE CITY TO CONSULT AND/OR AUTHORIZE AN INDEPENDENT, FULLY QUALIFIED SPECIALIST TO INSPECT
THE SITE AT NO COST TO THE CITY, IN ORDER TO ASSESS THE SIGNIFICANCE OF THE FIND. UPON DETERMINING THAT THE DISCOVERY IS NOT AN
ARCHAEOLOGICAL/ CULTURAL RESOURCE, THE PLANNING DIRECTOR SHALL NOTIFY THE PROPERTY OWNER OF SUCH DETERMINATION AND
SHALL AUTHORIZE THE RESUMPTION OF WORK. UPON DETERMINING THAT THE DISCOVERY IS AN ARCHAEOLOGICAL/CULTURAL RESOURCE, THE
PLANNING DIRECTOR SHALL NOTIFY THE PROPERTY OWNER THAT NO FURTHER EXCAVATION OR DEVELOPMENT MAY TAKE PLACE UNTIL A
0,7,*$7,213/$12527+(5&255(&7,9(0($685(6+$9(%((1$33529('%<7+(3/$11,1*',5(&725´
PL-30.THE DEVELOPER IS REQUIRED TO ENTER INTO A CULTURAL RESOURCES TREATMENT AGREEMENT WITH THE PECHANGA TRIBE. THIS
AGREEMENT WILL ADDRESS THE TREATMENT AND DISPOSITION OF CULTURAL RESOURCES AND HUMAN REMAINS THAT MAY BE IMPACTED AS A
RESULT OF THE DEVELOPMENT OF THE PROJECT, AS WELL AS PROVISIONS FOR TRIBAL MONITORS.
PL-31.THE FOLLOWING SHALL BE INCLUDED IN THE NOTES SECTION OF THE GRADING PLAN: ³,) CULTURAL RESOURCES ARE DISCOVERED DURING
THE PROJECT CONSTRUCTION (INADVERTENT DISCOVERIES), ALL WORK IN THE AREA OF THE FIND SHALL CEASE, AND A QUALIFIED
ARCHAEOLOGIST AND REPRESENTATIVES OF THE PECHANGA TRIBE SHALL BE RETAINED BY THE PROJECT SPONSOR TO INVESTIGATE THE FIND,
$1'0$.(5(&200(1'$7,216$67275($70(17$1'0,7,*$7,21´
PL-32.THE FOLLOWING SHALL BE INCLUDED IN THE NOTES SECTION OF THE GRADING PLAN: ³$ QUALIFIED ARCHAEOLOGICAL MONITOR WILL BE
PRESENT AND WILL HAVE THE AUTHORITY TO STOP AND REDIRECT GRADING ACTIVITIES, IN CONSULTATION WITH THE PECHANGA TRIBE AND
7+(,5'(6,*1$7('021,725672(9$/8$7(7+(6,*1,),&$1&(2)$1<$5&+$(2/2*,&$/5(6285&(6',6&29(5('217+(3523(57<´
PL-33.THE FOLLOWING SHALL BE INCLUDED IN THE NOTES SECTION OF THE GRADING PLAN: ³$ QUALIFIED PALEONTOLOGIST SHALL BE ON-SITE
'85,1**5$',1*$&7,9,7,(6´
PL-34.THE FOLLOWING SHALL BE INCLUDED IN THE NOTES SECTION OF THE GRADING PLAN: ³75,%$/ MONITORS FROM THE PECHANGA TRIBE SHALL
BE ALLOWED TO MONITOR ALL GRADING, EXCAVATION AND GROUNDBREAKING ACTIVITIES, INCLUDING ALL ARCHAEOLOGICAL SURVEYS,
7(67,1*$1'678',(672%(&203(16$7('%<7+('(9(/23(5´
PL-35.THE FOLLOWING SHALL BE INCLUDED IN THE NOTES SECTION OF THE GRADING PLAN: ³7+( LANDOWNER AGREES TO RELINQUISH OWNERSHIP
OF ALL CULTURAL RESOURCES, INCLUDING ALL ARCHAEOLOGICAL ARTIFACTS THAT ARE FOUND ON THE PROJECT AREA, TO THE PECHANGA
75,%()253523(575($70(17$1'',6326,7,21´
PL-36.THE FOLLOWING SHALL BE INCLUDED IN THE NOTES SECTION OF THE GRADING PLAN: ³$// SACRED SITES ARE TO BE AVOIDED AND
35(6(59('´
PL-37.THE FOLLOWING SHALL BE INCLUDED IN THE NOTES SECTION OF THE GRADING PLAN: ³$ 30-DAY PRECONSTRUCTION SURVEY, IN ACCORDANCE
WITH MSHCP GUIDELINES AND SURVEY PROTOCOL, SHALL BE CONDUCTED PRIOR TO GROUND DISTURBANCE. THE RESULTS OF THE 30-DAY
PRE-CONSTRUCTION SURVEY SHALL BE SUBMITTED TO THE PLANNING DEPARTMENT PRIOR TO SCHEDULING THE PRE-GRADING MEETING WITH
38%/,&:25.6´
PL-38.7+()2//2:,1*6+$//%(,1&/8'(',17+(127(66(&7,212)7+(*5$',1*3/$1 ³12*58%%,1*&/($5,1*2)7+(6,7(6+$//2&&85
PRIOR TO SCHEDULING THE PRE-GRADING MEETING WITH PUBLIC WORKS. ALL PROJECT SITES CONTAINING SUITABLE HABITAT FOR
BURROWING OWLS, WHETHER OWLS WERE FOUND OR NOT, REQUIRE A 30-DAY PRECONSTRUCTION SURVEY THAT SHALL BE CONDUCTED
WITHIN 30 DAYS PRIOR TO GROUND DISTURBANCE TO AVOID DIRECT TAKE OF BURROWING OWLS. IF THE RESULTS OF THE SURVEY INDICATE
THAT NO BURROWING OWLS ARE PRESENT ON-SITE, THEN THE PROJECT MAY MOVE FORWARD WITH GRADING, UPON PLANNING DEPARTMENT
APPROVAL. IF BURROWING OWLS ARE FOUND TO BE PRESENT OR NESTING ON-SITE DURING THE PRECONSTRUCTION SURVEY, THEN THE
FOLLOWING RECOMMENDATIONS MUST BE ADHERED TO: EXCLUSION AND RELOCATION ACTIVITIES MAY NOT OCCUR DURING THE BREEDING
SEASON, WHICH IS DEFINED AS MARCH 1 THROUGH AUGUST 31, WITH THE FOLLOWING EXCEPTION: FROM MARCH 1 THROUGH MARCH 15 AND
FROM AUGUST 1 THROUGH AUGUST 31 EXCLUSION AND RELOCATION ACTIVITIES MAY TAKE PLACE IF IT IS PROVEN TO THE CITY AND
APPROPRIATE REGULATORY AGENCIES (IF ANY) THAT EGG LAYING OR CHICK REARING IS NOT TAKING PLACE. THIS DETERMINATION MUST BE
0$'(%<$48$/,),('%,2/2*,67´
PRECISE GRADING
GENERAL NOTES 2
1.2
CITY OF TEMECULA
BUILDING AND SAFETY
ISLAMIC CENTER OF TEMECULA VALLEY PHASE 2
PA19-0021 PARCEL "A" OF PARCEL MERGER
PA08-0216 PM 15421
LD19 - 4234
6
FINISH GRADE TO NEW CONCRETE
CONNECTION DETAIL
EX. CONCRETE TO NEW CONCRETE
CONNECTION DETAIL
1 23456
1 2345
7
6
WALKWAY JOINTS
FF=1156.50 1156.50
FF=
FF=1156.50FF=1156.50
CITY OF TEMECULA
BUILDING AND SAFETY
ISLAMIC CENTER OF TEMECULA VALLEY PHASE 2
PA19-0021 PARCEL "A" OF PARCEL MERGER
PA08-0216 PM 15421
LD19 - 4234
6PRECISE GRADING
DETAILS AND CROSS SECTIONS 4
2.2
PHASE 2
PCC WALKWAY DETAILSECTION A-A
CONCRETE STEPSSECTION B-B
CITY OF TEMECULA
BUILDING AND SAFETY
ISLAMIC CENTER OF TEMECULA VALLEY PHASE 2
PA19-0021 PARCEL "A" OF PARCEL MERGER
PA08-0216 PM 15421
LD19 - 4234
6EROSION CONTROL PLAN 5
3.1
PHASE 2
PLAN LEGEND
BMPS USED
LEGEND
NOTES:
MATERIAL STORAGE
CITY OF TEMECULA
BUILDING AND SAFETY
ISLAMIC CENTER OF TEMECULA VALLEY PHASE 2
PA19-0021 PARCEL "A" OF PARCEL MERGER
PA08-0216 PM 15421
LD19 - 4234
6EROSION CONTROL DETAILS 6
3.2
PHASE 2
GRAVEL BAG BERM DETAILCONCRETE WASHOUT AREAMATERIAL STORAGE AREA