HomeMy WebLinkAboutLot 24 Precise Grading PRE CIWIT SE , GRADING P L A N S
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RANCHO CALIFORNIA ROAD PRIVATE BMX RIDING TRACK
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D 24 L7F TRACT 26941
NPDES COMPLIANCE NOTE. ,
O Q PROPOSED AREA TO BE DISTURBED 0.98 AC
TOTAL NET SITE AREA 3.69 AC LEGEND.
tkoWASTE DISCHARGER IDENTIFICATION NUMBER: N/A .---(1720)--- EXISTING GRADE OWNER.* GRADING NOTES:
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0-1729.4 FINISH GRADE RICK & CATHY SIPK01 1. ALL GRADING,EROSION & SEDIMENT CONTROL RELATED ACTIVITIES SHALL CONFORM
PAD FINISH PAD GRADE 33239 SUSAN GRACE COURT TO THE TITLE 18 OF THE TEMECULA MUNICIPAL CODE , AND IF APPLICABLE,
m FF FINISH FLOOR GRADE TEMECULA, CA 92592 THE STATE WATER RESOURCES CONTROL BOARD (SWRCB) NPDES GENERAL PERMIT
GB GRADE BREAK (949) 533-5515 FOR CONSTRUCTION ACTIVITIES.
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EARTHWORK QUANTITIES. HP HIGH POINT 2. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATION
�0 CUT 882 CU. YDS. FG FINISH GRADE PROJECT ADDRESS: OF THE PRELIMINARY SOILS INVESTIGATION BY ENGEN CORPORATION
SITE DATED MAY 25. 2010.
� FL FLOW LINE
v SHRINKAGE (15%) 132 CU. YDS. CUT 33239 SUSAN GRACE COURT 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1 AND SHALL COMPLY WITH
FILL 750 CU. YDS. FILL DAYLIGHT LINE TEMECULA, CA 92592 RECOMMENDATIONS OF THE SOILS REPORT.
Q IMPORT/EXPORT 0 CU. YDS. 4. STABILITY CALCULATIONS WITH AFACTOR-OF-SAFETY OF AT LEAST ONE
AND FIVE TENTHS (1.5) SHALL BE SUBMITTED TO THE LAND
DEVELOPMENT INSPECTOR BY A REGISTERED CIVIL ENGINEER, SOILS
VICINITY MAP � O
APN N0. ACREAGE ENGINEER OR GEOLOGIST FOR CUT AND FILL SLOPES OVER THIRTY FEET
NOT TO SCALE v NOTE* 965-220-029 3.71 AC GROSS (30 ) IN VERTICAL HEIGHT.
� THE CONTRACTOR IS ADVISED TO PREPARE HIS OWN ESTIMATES 3.69 AC NET 5. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES TO CONVEY 100-YEAR
OF EARTt1WORK FOR THE PURPOSES OF BIDDING, CONTRACT NO STRUCTURES ARE TO BE B AS STORM FLOWS OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED
SLOPES ETHREE FEET (3p)
HEIGHTTHATTOREFERENCE THOMAS BROTHERS MAP 959, G-6 & H-6 T8S, R2W, SEC 3 AND CONSTRUCTION. A RESULT 0F THIS GRADING. GRADED AREAS TO DIRECT SUACEERUNOFF AWAY FROM THET OP OF SLOPES.
LEGAL DESCRIPTION: 6• ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD
EROSION PRIOR TO APRE-CONSTRUCTION MEETING AND COMMENCEMENT OF ANY
AND SEDIMENT CONTROL NOTES. LOT 24 OF TRACT MAP NO. 261,941 IN CONSTRUCTION/GRADING ACTIVITY.
THE CIN OF TEMECULA, STATE OF
1. THESE NOTES ARE COMPREHENSIVE AND SHOULD BE APPLIED ACCORDING TO SITE-SPECIFIC 9. ALL ONSITE AND OFFSITE FLOW-LINES (V-DITCHES, TERRACE DRAINS, RIBBON GUTTERS, CALIFORNIA, AS SHOWN BY MAP ON 7. EXISTING DRAINAGE. COURSES SHALL CONTINUE TO FUNCTION AT ALL
CONDITIONS. YEAR-ROUND POLLUTION PREVENTION MEASURES, ALSO KNOWN AS BEST CURB GUTTERS, ETC.) AND DRAINAGE INLETS SHALL BE FREE OF SEDIMENT, FILE IN BOOK 340 OF MAPS, PAGES 1 TIMES. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES
MANAGEMENT PRACTICES (BMP'S), MUST BE INSTALLED PRIOR TO ANY FIELD ACTMTIES. CONSTRUCTION MATERIALS, CONSTRUCTION WASTE, MISCELLANEOUS DEBRIS, AND THROUGH 11. RECORDS OF RIVERSIDE SHALL BE PERMITTED.
ADDITIONAL EROSION PREVENTION AND SEDIMENT CONTROLS MUST BE INSTALLED AND DETERIORATED EROSION AND SEDIMENT CONTROLS AT ALL TIMES. COUNTY, STATE OF CALIFORNIA. 8. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE
MAINTAINED PRIOR TO AND THROUGHOUT EACH RAINY SEASON. THE DEVELOPER/CONTRACTOR 10. CONSTRUCTION WASTE AND MISCELLANEOUS DEBRIS SHALL BE PLACED IN STRUCTURES ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO
IS RESPONSIBLE FOR EROSION AND SEDIMENT CONTROLS THROUGHOUT THE DURATION OF WATER-TIGHT BINS. WIRE MESH TRASH RECEPTACLES WILL NOT BE ALLOWED.
THE PROJECT FOR ALL CLEARING, DISKING, GRADING, EXCAVATING AND STOCKPILING PROTECT ADJOINING AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND
ACTIVITIES, AND ON ALL EXPOSED SLOPES AND INACTIVE PADS THROUGHOUT THE ENTIRE WASHOUT STATIONS SHALL BE PROVIDED FOR CONCRETE, PAINTS, AND STUCCO PONDING WATER DURING GRADING OPERATIONS.
SITE. THE DEVELOPER/CONTRACTOR IS ALSO RESPONSIBLE FOR ANY DISCHARGES FROM AND SHALL BE LINED WITH PLASTIC AND LOCATED AWAY FROM STREETS, SIDEWALK
SUBCONTRACTORS. RIGHT-OF-WAYS, AND FLOW-LINES, ETC. PRIOR TO ANY FORECASTED RAIN. BINS AND 9. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND
WASH-OUTS SHALL BE COVERED WITH A LID OR PLASTIC TARP. HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS
2. STORM WATER RUNOFF SHALL BE FILTERED PRIOR TO DISCHARGING FROM A SITE OR TO MATERIAL. IF SLOPE RATIO EXCEEDS 5:1 AND IS GREATER THAN FIVE FEET (5')
PRIVATE OR PUBLIC STORM WATER, CONVEYANCE SYSTEM (NATURAL WATERCOURSES, 11. CONSTRUCTION ACCESSES POINTS SHALL BE STABILIZED WITH A COMBINATION OF THE TERRAIN MUST BE KEYED, AND BENCHED INTO EITHER BEDROCK OR
STREETS, FLOW-LINES, INLETS, OUTLETS, ETC). ALL NON-PERMITTED DISCHARGES ARE ROCK AND SHAKER PLATES YEAR-ROUND TO PREVENT TRACK-OUT. NATIVE SOIL WITH EIGHTY FIVE PERCENT (85%) WATER SATURATION.
PROHIBITED FROM ENTERING ANY STORM WATER CONVEYANCE SYSTEM YEAR-ROUND. INTERIOR ACCESS POINTS (ALL PROPOSED DRIVEWAYS, MATERIAL STORAGE AND 10. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL
STAGING AREA ENTRANCES/EXITS, ETC.) SHALL ALSO BE PROTECTED WITH ROCK ENGINEER, SOILS ENGINEER, OR GEOLOGIST WHO SHALL SUBMIT TO THE LAND
ROUTINE STREET SWEEPING
3. IF THE PROJECT WILL DISTURB, EXPOSE OR STOCKPILE ONE (1) ACRE OR MORE OF TO PREVENT TRACK-OUT ONTO INTERIOR STREETS. DEVELOPMENT INSPECTOR TWO (2) SETS OF WRITTEN CERTIFICATION THAT ALL
SOIL, THE SITE MUST BE COVERED UNDER THE STATE GENERAL CONSTRUCTION PERMIT. SHALL BE PERFORMED ON ALL PAVED STREETS WHERE TRACKING IS OBSERVED.
CONTROLLED STREET WASHING WILL ONLY BE ALLOWED PRIOR TO THE APPLICATION FILLS OVER ONE FOOT (1') IN DEPTH HAVE BEEN PROPERLY PLACED.
A WASTE DISCHARGE IDENTIFICATION (WDID} NUMBER SHALL BE PROVIDED TO THE CIN VACUUM SWEEPERS SHALL BE USED WHEN STREET SWEEPING BECOMES INEFFECTIVE. ENGINEER'S NOTICE TO CONTRACTORS:
PRIOR TO ISSUANCE OF A GRADING PERMIT, AND A STORM WATER POLLUTION PREVENTION 11. THE CONTRACTOR SHALL NOTIFY THE LAND DEVELOPMENT INSPECTION
PLAN (SWPPP) SHALL 8E IMPLEMENTED THROUGHOUT THE DURATION OF THE PROJECT. OF ASPHALT SEAL COATS, AND ONLY WHEN ALL PERTINENT DRAINAGE INLETS ARE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN DIVISION (951-303-6395) AT LEAST 48 HOURS IN ADVANCE REQUESTING
THE SWPPP SHALL BE READILY AVAILABLE TO CIN AND STATE INSPECTORS AND UPDATED PROTECTED. ON THESE PLANS ARE OBTAINED BY SEARCH OF AVAILABLE RECORDS AND TO THE BEST ROUGH LOT GRADIS AND DRAINAGE INSPECTION, THIS INSPECTION MUST
TO REFLECT CURRENT SITE CONDITIONS DURING CONSTRUCTION. THE CONSTRUCTION OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT.
DESIL7ING BASINS SHALL BE SIZED ACCORDING TO THE STATE GENERAL
PERMIT CAN BE DOWNLOADED AT www.waterboards.ca.gov/water_issues/pro rams/stormwater. 12. CONSTRUCTION PERMIT (3600 CUBIC FEET OF STORAGE PER ACRE OF DISTURBED THIS PLAN. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES
THE SWPPP TEMPLATE CAN BE DOWNLOADED AT www.cabmphandbooks.com�construction. TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT 12, PRIOR TO RELEASE OF A BUILDING PERMIT, A REGISTERED CIVIL
SITE), EVEN IF THE SITE DOES NOT REQUIRE COVERAGE UNDER THIS PERMIT. WATER SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR PROTECTION OF AND ANY DAMAGE ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT TO THE LAND
4. ADDITIONAL EROSION AND SEDIMENT CONTROL MATERIALS SHALL BE STOCKPILED AT SHALL BE FILTERED AND DRAINED FROM BASINS WITHIN 72 HOURS. DEVELOPMENT INSPECTOR TWO (2) SETS OF WRITTEN FINAL PAD
VARIOUS LOCATIONS THROUGHOUT THE SITE FOR IMMEDIATE IMPLEMENTATION WITHIN DAMAGE TO THESE LINES OR STRUCTURES. ELEVATION CERTIFICATION TO INLDE A STATEMENT THAT THE PAD
SEVEN (7) DAYS PRIOR TO ANY FORECASTED RAIN. THE DEVELOPER/CONTRACTOR SHALL 13. STORM WATER RUNOFF SHALL NOT BE DIRECTED OVER ANY SLOPES WITHOUT CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED ELEVATION IS IN CONFORMANCE WITH THE APPROVED GRADING PLAN.
MAKE AVAILABLE EQUIPMENT AND WORKERS FOR EMERGENCY WORK TO PROTECT THE PERMANENT DOWNDRAINS INSTALLED. EROSION AND SEDIMENT CONTROLS CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTORS WILL BE REQUIRED TO ASSUME CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION, AND LOCATION OF
SITE, ARE REQUIRED ON ALL EXPOSED SLOPES UNITL SUFFICIENT PERMANENT
SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE CUT/FILL SLOPES.
5, PERIMETER PROTECTION MUST BE INSTALLED PRIOR TO ANY CLEARING ACTIVITIES. CLEARING LANDSCAPING HAS BEEN ETABLISHED. 100 SLOPE PROTECTION MUST BE IN PLACE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND
SHALL BE LIMITED TO AREAS THAT WILL BE IMMEDIATELY GRADED OR DISTURBED. A PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED 13. PRIOR TO RELEASE OF A BUILDING PERMIT A REGISTERED
SOILS/GEOTECHNICAL ENGINEER SHALL SUBMIT TO THE LAND
COMBINATION OF EROSION AND SEDIMENT CONTROLS SHALL BE IMPLEMENTED IN AREAS 14. MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED. FUEL TANKS TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES T0, SHEET INDEX DEVELOPMENT INSPECTOR TWOATION TO (2) SETS OF WRITTEN FINAL PAD
THAT HAVE BEEN CLEARED. ALL DISTURBED AREAS OF AN INACTIVE SITE. AS DESCRIBED DEFEND INDEMNITY AND HOLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM
IN SUBARTICLE 6.3(B) OF THE GRADING MANUAL, SHALL ALSO BALL PRIVATE/PUBLIC STORM WATER CONVEYANCE SYSTEMS, SIDEWALKS,E PROTECTED. PORTABLE TOILETS, LIQUIDS, GELS AND POWDERS SHALL BE STORED AWAY FROM AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF DWG NO. DESCRIPTION HAS COMPACTION
DONE INCERTIFICCONFORMANCE WITH THE INCLUDE A ARECOMMENDATION H�OTEMENT THAT THE GRADING
A EG 6. ALL EROSION AND SEDIMENT CONTROLS SHALL BE INSPECTED, RESTORED, OR MODIFIED RIGHT-OF-WAYS AND FLOW-LINES AND SHALL HAVE SECONDARY CONTAINMENT. WORK ON THIS PROJECT. G-1 GENERAL NOTES & VICINITY MAP PRELIMINARY SOILS REPORT.
YEAR-ROUND THROUGHOUT THE SITE TO PROTECT PERMITERS, ADJACENT PROPERTIES, INACTIVE STOCKPILES OF SOIL SHALL BE COVERED AT ALL TIMES. ACTIVE THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS 14. POST GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED T0,
ENVIRONMENTALLY SENSITIVE AREAS, AND ALL PRIVATE AND PUBLIC STORM WATER STOCKPILES SHALL BE COVERED PRIOR TO A FORECASTED RAIN. AND/OR FIELD CONDITIONS IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION 0-2 PRECISE GRADING PLAN INSTALLING WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A
CONVEYANCE SYSTEMS. IF ANY EROSION OR SEDIMENT CONTROLS FAIL DURING ANY RAIN 15. ALL PORTABLE MIXERS SHALL HAVE PLASTIC LINERS UNDERNEATH WITH PRIOR TO CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO COMBINATION THEREOF IN ACCORDANCE WITH THE TEMECULA MUNICIPAL
EVENT, MORE EFFECTIVE ONES WILL BE REQUIRED IN THEIR PLACE. GRAVEL-BAGS PLACED ON THE DOWN-HILL SIDE OF THE LINERS TO CONTAIN REPORTED AND RESOLVED.
CODE PRIOR TO THE APPROVAL OF FINAL INSPECTION, SLOPES OVER
7. EROSION CONTROLS SHALL INCLUDE, BUT ARE NOT LIMITED T0, APPLYING AND DISCHARGES. FOUR (4) FEET IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION
CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT RESPONSIBLE FOR OR
ESTABLISHING VEGETATIVE COVER WOOD MULCH, STAPLED OR PINNED BLANKETS SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C.
16. IMPOUNDED WATER SHALL BE SECURED FROM THE PUBLIC. SIGNAGE INDICATING LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO
(STRAW, COCONUT OR OTHER), PLASTIC SHEETING (MINIMUM 10-MIL), "PONDED WATER-DO NOT ENTER" SHALL BE POSTED. THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF
POLYPROPYLENE MATS, SPRAY-ON CONTROLS TO DISTURBED ARCS, OR OTHER THESE "PLANS".
MEASURES APPROVED BY THE CIN ENGINEER. JUTE NETTING SHALL NOT BE USED
AS A STAND-ALONE EROSION CONTROL. FOR SLOPES GREATER THAN 4:1, PROVIDE 17. NO OBSTRUCTIONS, OTHER THAN BMP'S, SHALL BE ALLOWED WITHIN ANY STORM > >
FIBER ROLLS AND EITHER A BONDED FIBER MATRIX PRODUCT APPLIED TO A RATE WATER CONVEYANCE SYSTEM, UNLESS ALTERNATIVE DRAINAGE FACILITIES HAVE BEEN CONSTRUCTIC]N NOTES AND QUANTITY ESTIMATE SOILS ENGINEERS CERTIFICATE:
OF 10 GAL/ACRE. THE CIN MAY APPROVE DIFFERENT APPLICATION RATES FOR APPROVED BY THE CITY ENGINEER.
SLOPES LESS THAN 4:1. ND. ITEMS TO BE CONSTRUCTED OR INSTALLED QUANTITY UNIT I, OSBJORN BRATENE. A REGISTERED CIVIL ENGINEER OF THE STATE OF
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL
8. SEDIMENT CONTROLS SHALL INCLUDE, BUT ARE NOT LIMITED T0, DESILTING BASINS, 01 CONSTRUCT EARTHEN 'V'-DRAIN PER DETAIL SHEET G-2. 150 LF MECHANICS, HEREBY VERIFY THAT A SAMPLING AND STUDY OF THE SOIL
GRADED BERMS, FIBER ROLLS, SILT FENCES, GRAVEL BAG CHEVRONS (FILLED WITH CONDITIONS PREVALENT' WITHIN THIS SITE WAS MADE BY ME OR UNDER MY
MINIMUM 3/4" GRAVEL), CHECK DAMS, DRAINAGE INLET PROTECTION, ETC. FIBER Q2 INSTALL RIP-RAP 3 Cy DIRECTION ON MAY 25, 2010. ONE COMPLETE COPY OF THE GEOTECHNICAL
ROLLS SHALL BE INSTALLED IN 15 FOOT (15') INCREMENTS ALONG ON THE FACE INSTALL GRAVEL BAGS (2 HIGH) 64 LF ENGINEERING INVESTIGATION COMPILED FROM THIS STUDY, WITH MY
OF THE SLOPE, SILT FENCE SHALL BE INSTALLED ALONG INTERIOR STREETS AND RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CIN
COMBINED WITH GRAVEL-BAG OR SILT FENCE CHEVRONS INSIDE THE SIDEWALK INSTALL SILT FENCE 400 LF ENGINEER.
RIGHT-OF-WAY OR BACK OF CURBS. 5 O PLANT ALL GRADED SLOPES 7,816 SF THESE GRADING PLANS HAVE BEEN REVIEWED BY ME OR UNDER MY DIRECTION
Q6 INSTALL 18" CORRUGATED PLASTIC DRAIN PIPE 52 LF AND CONFORM TO THE RECOMMENDATIONS MADE IN THE GEOTECHNICAL
O7 CONSTRUCT EARTHEN SWAI.E PER DETAIL THIS SHEET 100 LF ENGINEERING INVESTIGATION MENTIONED ABOVE.
Q8 INSTALL CONCRETE COLLAR @ PIPE INLET & OUTLET 2 Eq Q�pfESSIpNq�
4 T4
Underground Service Alert ENGINEERS NOTE, OWNER APPLICANT SCIILS ENGINEER PALECINT❑LOGIST SOURCE OF TOPOGRAPHY BENCH MARK SIGNED
LO No. 162
r a Exp. 9/30/11 10
o THE PRIVATE ENGINEER SIGNING THESE PLANS IS SEE ABOVE CATHY SIPK01 ENGEN CORPORATION N/A ALL GRADES AND TOPOGRAPHY CONTOURS ARE 600-7-68 (U.S.C. & G.S.-J63) TEMECULA, MAIN STREET, 100' SOUTH G.E1 N0. � �4rjRESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN 33239 SUSAN GRACE CT. 25759 JEFFERSON AVE. BASED ON RANCHO CALIFORNIA WATER DISTRICT OF AND ACROSS STREET FROM P.O. AT HOTEL SET VERTICAL IN WALL �' jf CNS
CALL TOLL FREE AND ACCEPTABILITY OF THE WORK HEREON. IN THE TEMECULA, CA 92592 MURRIETA, CA 92562 ORTHOPHOTO MAP, FLOWN IN MARCH, 2006 AT EAST CORNER OF BUILDING 2.5' HIGHER THAN STREET ELEV 1005.651 8/Z3,(10 9l� or C
EVENT OF DISCREPANCIES ARISING AFTER COUNTY (949) 533-5515 (951) 834-9000 AND AS AMENDED BY FIELD SURVEY BY DATE
1-800-227-2600 APPROVAL OR DURING CONSTRUCTION, THE PRIVATE BRATENE CONSTRUCTION & ENGINEERING.
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING LD1 O �� 025GR
AN ACCEPTABLE SOLUTION AND REVISING THE PLANS
FOR APPROVAL BY THE CIN.
TWO WORKING DAYS BEFORE YOU DIG
DATE BY REVISIONS DATE ACC'D SCALE AVE DESIGNED BY DRAWN BY CHECKED BY Drawing No.
Civil Engineers-RCE 21873 �p oB TS 0e CITY 0 �' TEEClVIULA
B E E General Contractors-Ltc.378242 ��' p 1. c^ RECOMMENDED BY ?DATE:.;2;��,� DEPARTMENT OF PUBLIC WORKS
HORIZONTAL 4, � � Plans Prepared Un er The Supervision Of
�^ a PRECISE GRADING PLANS
23759 Jefferson Ave. ,�•, i
CONS TRUCTION& Mu►rteta,CA 92562 N/A � No.21873 � „��' �+'d ��
E INEE Exp. 9/30/11 ate: ACCEPTED BY: DATE: 7110 SIPKL71 BMX TRA CK
(951)834-9009 � '� OS ORN B NE EM WEER / DIRECTOR OF PUBLIC WORKS g ? Y ��.��- .��A���A � 33239 SUSAN GRACE C[7URT, TEMECULA, CA 92592
(951)834-9007(FAQ VERTICAL � �ti� GREG BUTLER
q d�..:.�:::�::�::�:���� LOT 24 OF TRACT MAP 26941
N/A l� Df C A�1�`�� R.C.E. No. 21873 R.C.E. No. 47109 r'�,e.a8a�p44 GENERAL NATES & VICINITY MAP sHEEr 1 of 2
NAT. GRADE 2.5'
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a 8-0 O.C. MAX. SPACING IN (WIDTH PER PLAN)
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DEPTH
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BE FOUED AROUND T#O STAKES 014E CLASS 2 BASE
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4** STAPLES. INSTALL CONCRETE COLLAR PIPE INLET & OUTLET 2 EA z
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......
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<
PRIVATE ENGINEER SIGNING THESE PLANS IS
THE 0-*-#0-0 0 0*0**#6*#**o 6 0 0 0 0 6 6 9 a e&6 6 ......................... .........
1265. ............ > 1255 . ........... .. ....... ....................
......... ...... 0 15 30 60 90 120
RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN ...... ......
......... EARTHEN H-............... ......... .. . ......2.. ........... ....... .AND ACCEPTABILITY OF THE WORK HEREON, IN THE I Z-00 CALL TOLL FREE ...... ...... .... 1250 - .......W.
1-800-227 EVENT OF DISCREPANCIES ARISING AFTER COUNTY
-2600 APPROVAL OR DURING CONSTRUCTION, THE PRIVATE
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING SECT, B S E.CT-,. A V-- DRAIN DETAIL
UTION AND REVISING THE PLANS NTS NTS NTS
E CITY.
YOU DIG
DATE BY REVISIONS DATE ACC D DESIGNED BY DRAWN BY
SCALE jj�tf E CIT-Y OF' TEMEC -ULA Drawing No.
OB DB 08 RECOMMENDED DATE: L h o
Civil Engineers RCE 218" 1 DEPAWMENT OF PUBUC WORKS
General Contractors-Lie.378242 HORIZONTAL Plans Prepared Under The Supervision Of 00
qr 17 00
Bm-1_LLF ACCEPTED BY: 2 ffEa ISEGRADING PL ANS25 759 Jeffmon Ave. 1 "=,30 No.21873 PREC
CONSTRUCTION cv- af-30/11
Murrieta*,."`CA 92562 it Exp. 01.j Z/ � k �r�
(951)834-9009 VERTICAL QVIV JORN BRO(TTENE I I I I :>KL7.r BAfX TRACK
834-9007(FAX) 33239 SUSAN GRACE CURT, TEMECULA. UA 9250"'01
$
.........7-..
SECT I 7E
R.C.E. No 21873 R.C.E. No. 47109 0"lle
N/A LOT 24 GF TRACT MAP 20 941 SHEET2 OF 2
r,:\CML\PR0JECTS\_NEW -JOB-FOLDERS\00004-OT-TEM-CffY\DWGS\GRADING\GRO30B.DWO DRU 04\22\03 16:25