HomeMy WebLinkAboutLot 17-20 Precise Grading CITY OF TEMECULA , e�� CITY OF TEMECULA
EROSION AND SEDIMENT CONTROL NATES CITY OF TEMECULA
PUBLIC WORKS DEPARTMENT
1. INFORMATION ON THIS PLAN IS FOR EROSION PREVENTION AND SEDIMENT CONTROL ONLY. THESE �FO�P GRADING NOTES
NOTES ARE COMPREHENSIVE AND SHOULD BE APPLIED ACCORDING TO THE SITE-SPECIFIC CONDITIONS FORFOR MASS, ROUGH, AND PRECISE GRADING PLANS
EACH INDIVIDUAL PROJECT. THE DISCHARGER IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE
OF A COMBINATION OF EROSION AND SEDIMENT CONTROLS BY OCTOBER 1ST OF EACH YEAR FOR ALL PRECISE GRADINC,"a"'
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APPLICABLE SOIL-DISTURBING ACTIVITIES (CLEARING, GRADING, EXCAVATING) AND ON ALL EXPOSED �� ��� REDHAWK PKWY 1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE 1998 CALIFORNIA
SLOPES THROUGHOUT THE ENTIRE SITE. THE DISCHARGER IS ALSO RESPONSIBLE FOR ANY DISCHARGES �Lp �'
FROM SUBCONTRACTORS. LINEAR I ��,G� SSP-�E. ��Qo APPLBUILIING CABLE, TO
APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23, AND IF
TO THE STATE WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT
2. STORMWATER RUNOFF SHOULD BE FILTERED PRIOR TO DISCHARGING TO A STORMWATER CONVEYANCE �P 4 WOLF VALLEY ROAD FOR CONSTRUCTION ACTIVITIES.
SYSTEM (NATURAL WATERCOURSES, STREETS, FLOW-LINES, DRAINAGE INLETS, ETC). ALL NON-PERMITTED ESTIMATED Q
DISCHARGES ARE PROHIBITED FROM ENTERING ANY STORMWATER CONVEYANCE SYSTEM YEAR-ROUND. CONSTRUCTION NOTES & cN PROJECT SITE 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. DRAINAGE
3. DISCHARGER CONTACT INFORMATION: SWALES SHALL f�•,� p AWAY FROM THEE A TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWA
AND BE CONSTRUCTED
MINIMUM
FROMALL OF 2
N®. DESCRIPTION STD. DWG. QUAN. REVISIONS k � EXTERIOR WALLS AT NOT LESS THAN 1/" PER FOOT FOR A MINIMUM OF 3 FEET.
RESPONSIBLE PERSON COMPANY 24-HOUR PHONE NUMBER 1, CONST. 3" P.V.C., SDR 35, DRAIN 370 L.F.
4. IF SOIL DISTURBANCE MEETS OR EXCEEDS ONE ACRE, THE SITE MUST BE COVERED UNDER THE STATE 3. CONST. 4" P.V.C, SDR 35, DRAIN 355 L.F. RAINBOW CANYON 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1.
GENERAL CONSTRUCTION PERMIT, A NOTICE OF INTENT (N01) MUST BE FILED NTH THE STATE WATER 4. CONST. 6" ATRIUM DRAIN ROAD �
RESOURCES CONTROL BOARD (SWRCB), A WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER SHALL BE PER DETAIL SHT NO.3 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR
PROVIDED TO THE CITY, AND A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE 3 EA. STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES
IMPLEMENTED THROUGHOUT THE DURATION OF THE PROJECT AND BE READILY AVAILABLE ON SITE TO 5. CONST. CONCRETE AREA DRAIN VICINITY MAP OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT
CITY AND STATE INSPECTORS. A SWPPP TEMPLATE CAN BE DOWNLOADED FROM THE CITY'S WEB SITE AT
WWW.CITYOFTEMECULA.ORG UNDER NPDES INFORMATION. PER DETAIL SHT N0.3 8 EA. NOT TO SCALE SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES.
5. DURING THE RAINY SEASON (OCTOBER 1 - APRIL 30), THE DISCHARGER SHALL MAKE AVAILABLE, As 6. CONST. 4" CONCRETE SIDEWALK 400 &4015. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL
NECESSARY, EQUIPMENT AND WORKERS FOR EMERGENCY WORK TO PROTECT THE SITE. ADDITIONAL 8. CONST. PLAY SURFACE AREA DRAIN 4 EA. ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL
EROSION AND SEDIMENT CONTROL MATERIALS SHALL BE STOCKPILED AT VARIOUS LOCATIONS PER DETAIL SHT NO.3 " FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION
THROUGHOUT THE SITE FOR IMMEDIATE IMPLEMENTATION. 9. CONST. DRAIN THROUGH CURB 3 EA. REPORT FOR ALL FILLS OVER 1' DEEP.
6. ALL EROSION AND SEDIMENT CONTROLS SHALL BE INSPECTED, RESTORED, REPAIRED, OR MODIFIED PER DETAIL SHT NO.2
REGULARLY THROUGHOUT THE SITE TO PROTECT DOWNGRADE PERIMETERS, ADJACENT PROPERTIES, 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S PUBLIC
ENVIRONMENTALLY SENSITIVE AREAS, AND ALL PRIVATE AND PUBLIC STORMWATER CONVEYANCE SYSTEMS.
IF ANY EROSION OR SEDIMENT CONTROLS FAIL DURING THE RAINY SEASON, MORE EFFECTIVE ONES WILLWORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN
BE REQUIRED IN THEIR PLACE. _ n n ACCORDANCE WITH THE
APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION
*NOTE - CONCRETE SIDEWALK QUANTITIES ••
7. DURING THE RAINY SEASON, CLEARING SHALL BE LIMITED TO AREAS THAT WILL RECEIVE IMMEDIATE "�••
GRADING. A COMBINATION OF EROSION AND SEDIMENT CONTROLS SHALL BE IMPLEMENTED IN AREAS ARE INCLUDED ON LANDSCAPE •�::�•• '•x,� SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT/FILL SLOPES.
THAT HAVE BEEN CLEARED. ARCHITECTURE PLANS.
7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE
8. DURING THE RAINY SEASON, EROSION CONTROL FOR GRADED SLOPES SHALL INCLUDE 100% VEGETATIVE FOOT.
COVERAGE, WOOD MULCH, STAPLED OR PINNED BLANKETS (STRAW OR COCONUT), PLASTIC SHEETING E� 5 SHEET 6
(10-MIL), POLYPROPYLENE MATS, OR OTHER MEASURE APPROVED BY THE DIRECTOR OF PUBLIC WORKS. SNS
FOR SPRAY-ON CONTROLS, ONLY BONDED AND STABILIZED FIBER MATRIX PRODUCTS WITH MINIMUM 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE
APPLICATION RATES OF 3500 ACRE AND 10 GAL/ACRE, RESPECTIVELY, SHALL
NETUSED FOR GRADES PRELIMINARY SOILS INVESTIGATION BY DATED . TWO SETS OF THE
FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT
OF 4:1 AND GREATER. JUTE NETTING SHALL NOT BE USED AS A STAND-ALONE ERR Sy ASION CONTROL. IF SFT
HYDROSEEDING IS IMPLEMENTED, THE APPLICATION MUST ALLOW SUFFICIENT TIME FOR ADEQUATE SEED - WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT
GROWTH. INACTIVE GRADED PADS SHALL BE PROTECTED WITH ACRYLIC/LATEX POLYMERS, SOIL GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE
STABILIZERS, FIBER MATRIX, OR OTHER MEASURE APPROVED BY THE DIRECTOR OF PUBLIC WORKS. Q _jr ��( � PRELIMINARY SOILS REPORT.
9. SEDIMENT CONTROLS SHALL INCLUDE DESILTING BASINS, GRADED BERMS, FIBER ROLLS, SILT FENCES, -� S
GRAVEL-BAG CHEVRONS (3/4" GRAVEL), CHECK DAMS, DRAINAGE INLET PROTECTION, ETC. ` 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48
a
10. ALL ONSITE AND OFFSITE FLOW-LINES (V-DITCHES, BROW-DITCHES, TERRACE DRAINS, RIBBON � ,. ,, ' " ' �� � HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS
INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT.
GUTTERS, CURB GUTTERS, ETC.) AND DRAINAGE INLETS SHALL BE FREE OF SEDIMENT, CONSTRUCTION n
MATERIALS, CONSTRUCTION WASTE, MISCELLANEOUS DEBRIS, AND DETERIORATED EROSION AND SEDIMENT
CONTROLS AT ALL TIMES. - - PUBLIC WORKS DEPARTMENT PHONE: (909) 694-6411
11. CONSTRUCTION WASTE AND MISCELLANEOUS DEBRIS SHALL BE PLACED IN WATER-TIGHT BINS, WIRE SNE 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION AND
MESH TRASH RECEPTACLES WILL NOT BE ALLOWED. WASH-OUT STATIONS SHALL BE PROVIDED FOR SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING THE
CONCRETE, PAINTS, AND STUCCO AND SHALL BE LINED WITH PLASTIC AND LOCATED AWAY FROM O' 200' 4O0' Boo' 1600' T.C. = TOP OF CURB
STREETS, SIDEWALK RIGHT-OF-WAYS, AND DRAINAGE INLETS. PRIOR TO ANY FORECASTED RAIN, BINSGRADING PHASE.
AND WASH-OUTS SHALL BE COVERED WITH A LID OR PLASTIC TARP PREVENTING ANY OVERFLOW INTO SHEET 2 F.S. = FINISH SURFACE
THE DRAINAGE SYSTEM.
11. POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING,
12. CONSTRUCTION ACCESSES SHALL BE STABILIZED WITH A COMBINATION OF GRAVEL AND SHAKER SCALE: 1 " = 200' F.L. - FLOWLINE WHERE APPLICABLE, GROUN®COVER, TREES, SHRUBS, OR A COMBINATION THEREOF IN
PLATES YEAR-ROUND TO PREVENT TRACK-OUT ONTO STREETS. FOR RESIDENTIAL DEVELOPMENTS WITH ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES
STREET GRADES EXCEEDING 2%, INDIVIDUAL DRIVEWAYS SHALL ALSO BE PROTECTED WITH GRAVEL TO F.
G. = FINISH GRADE OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH
PREVENT TRACK-OUT ONTO INTERIOR STREETS. GRAVEL SHALL ALSO BE PLACED ON DRIVEWAYS THAT
ARE USED TO ACCESS INDIVIDUAL LOTS. ROUTINE STREET SWEEPING SHALL BE PERFORMED ON ALL BACKFLOW PREVENTION DEVICES PER THE U.P.C.
PAVED STREETS WHERE TRACKING IS OBSERVED. VACUUM SWEEPERS SHALL BE USED WHEN STREET T.W. - TOP OF WALL
SWEEPERS BECOME INEFFECTIVE. CONTROLLED STREET WASHING WILL ONLY BE ALLOWED PRIOR TO THENOTIFICATIONS 12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS
APPLICATION OF ASPHALT SEAL COATS. HOWEVER, DRAINAGE INLETS SHALL BE PROTECTED TO FILTER T.F. - TOP OF FOOTING BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF STEEP
THE wASHWATER. NOTE: THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES 2 SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST BE
13. SILT AND DEBRIS SHALL BE REMOVED FROM CHECK DAMS, CHEVRONS, SILT FENCES, DESILTING WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF EXCAVATION: T.G. - TOP OF GRATE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. A
BASINS, STREETS, ONSITE AND OFF-SITE FLOW LINES, DOWNGRADIENT DRAINAGE INLETS AFFECTED BY A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL APPROVE
DISCHARGE FROM THE SITE, AND OTHER PRIVATE AND PUBLIC STORMWATER CONVEYANCE SYSTEMS PRIOR CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS (951) 694-6411 INV. - INVERT PLACEMENT OF FILL.
TO AND AFTER EACH STORM EVENT. FOR RESIDENTIAL DEVELOPMENTS, SILT FENCE SHALL BE INSTALLED
ALONG INTERIOR STREETS AND COMBINED WITH GRAVEL-BAG OR SILT-FENCE-CHEVRONS INSIDE THE
SIDEWALK RIGHT-OF-WAY, WHERE APPLICABLE. UNDERGROUND SERVICE ALERT: 1(800) 227-2600 ® = ELECTRIC METERS & TEL/CATV TERMINAL (NTS) 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES
--� = ELECTRIC VAULT WITH COOLING VENTS 6' X 12' ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING
14. DESILTING BASINS SHALL N CONSTRUCTED IO THE START 0 ALL GRADING OPERATIONS AND SIZEDBASIS OF BEARINGS AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING
ACCORDING TO THE STATE GENERAL CONSTRUCTION PERMIT (3600 CUBIC FEET OF STORAGE PER ACRE ( ) GRADING OPERATIONS.
DRAINED), EVEN IF THE SITE DOES NOT REQUIRE COVERAGE UNDER THIS PERMIT. WATER SHALL BE THE BASIS OF BEARINGS IS THE CENTERLINE OF PECHANGA PARKWAY (PALA RD.)
FILTERED AND DRAINED FROM THE BASINS BETWEEN STORM EVENTS. PER RECORD OF SURVEY BOOK 100, PAGE 28, IE N47°45'28"W _- ELECTRIC PMH (6' X 12') 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER.
15. STORMWATER RUNOFF SHALL NOT BE DIRECTED OVER ANY SLOPES WITHOUT PERMANENT DOWNDRAINS
INSTALLED. TEMPORARY EROSION AND SEDIMENT CONTROLS ARE REQUIRED ON ALL EXPOSED SLOPES ® - ELECTRIC TRANSFORMER 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND
UNTIL SUFFICIENT PERMANENT LANDSCAPING HAS BEEN ESTABLISHED. FIBER ROLLS SHALL BE INSTALLED FIVE-TENTHS1.5 SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A
IN INCREMENTS OF 10 FEET MEASURED VERTICALLY ON THE FACE OF SLOPE FOR GRADES OF 3:1 AND ® - ELECTRIC PULLBOX ( }
GREATER IN COMBINATION WITH FIBER MATRIX PRODUCTS OR BLANKETS. SILT FENCE SHALL BE REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND
INSTALLED AT THE TOE OF ALL EXPOSED SLOPES 3' OR MORE IN HEIGHT. IMATE - ELECTRIC BURD TRANSFORMER FILL SLOPES OVER 30' IN VERTICAL HEIGHT.
EARTHWORK QUANTITY EST16. MATERIAL STORAGE AREAS SHALL BE ESTABLISHED. FUEL TANKS, PORTABLE TOILETS, LIQUIDS, GELS, _
AND POWDERS SHALL BE STORED AWAY FROM STREETS, SIDEWALK RIGHT-OF-WAYS, AND DRAINAGE EXCAVATION 1 ,000 C,` . ® ELECTRIC HANDHOLE (13" X 24") 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT
INLETS AND SHALL HAVE SECONDARY CONTAINMENT. STOCKPILES OF SOIL SHALL BE PROTECTED PRIOR
E ANKMNT 1 ,000 C.Y. ELECTRIC IRRIGATION PEDESTAL CERTIFICATION 0BILDLI® WHERESPECIFIC
SHALLBE GIVEN.ELEVATIONS
IAN F ELEVQATlIOND�
TO A FORECASTED RAIN. THE ELEVATION (WITH RESPECTTOMEANSEA
17. ALL PORTABLE MIXERS SHALL HAVE PLASTIC UNDER-LINERS TO CONTAIN SPILLAGE. GRAVEL BAGS U SIDENCE WITH RESPECT TO ADJACENT �,
SHALL ALSO BE PLACED ON THE DOWN-HILL SIDE OF THE LINERS TO CONTAIN DISCHARGES. - ® - TELEPHONE VAULT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND Q
18. THE DISCHARGER SHALL PROPERLY POST AND SECURE SITE AREAS WHERE IMPOUNDED WATER, DUE SHRINKAGE - _ SHALL BE GIVEN. ate•,
TO EROSION AND SEDIMENT CONTROL DEVICES OR ANYTHING ELSE, CREATES A HAZARDOUS CONDITION TO D CATV ELECTRIC METER PEDESTAL 0-
THE PUBLIC. HOWEVER, EMERGENCY ACCESSES SHALL BE MAINTAINED AT ALL TIMES. IMPORT/EXPORT O C.Y. _ 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY ALL OF THE Y
CATV HANDHOLE REQUIREMENTS OUTLINED IN THE CITY OF TEMECULA EROSION AND SEDIMENT CONTROL a
19. NO OBSTRUCTIONS, OTHER THAN SEDIMENT CONTROLS, SHALL BE ALLOWED AT ANY EXISTING PUBLIC, STANDARD NOTES THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE a-
OR PRIVATE, STORMWATER CONVEYANCE SYSTEM, UNLESS ADEQUATE TEMPORARY OR PERMANENT * INCLUDES LOSSES FROM OVEREXCAVATION. ® = CATV AMPLIFIER PEDESTAL TO THE STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. w
DRAINAGE FACILITIES HAVE BEEN APPROVED BY THE DIRECTOR OF PUBLIC WORKS TO CARRY SURFACE
WATER TO THE NEAREST PRACTICAL STORMDRAIN OR NATURAL WATER COURSE. zJ
FIRE HYDRANT 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY
20. FILL AREAS SHALL HAVE EROSION AND SEDIMENT CONTROLS IMPLEMENTED WHILE BEING BROUGHT UP SEASON. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE
TO GRADE. THESE MEASURES INCLUDE: TEMPORARY DOWNDRAINS (PIPES OR PAVED DITCHES WITH a� STREET LIGHT PERMITTED.
PROTECTED OUTFALLS); EARTH BERMS AT THE TOP OF SLOPES; VEGETATION; MULCH; FIBER MATRIX SOURCE OF TOPOGRAPHY: SOIL ENGINEER AND GEOLOGIST:
PRODUCTS; BLANKETS; PONDING AREAS; CHECK DAMS; FIBER ROLLS; GRAVEL BAGS AROUND DRAINAGE 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO
INLETS; AND APPROPRIATE GRADING TO DIRECT DRAINAGE AWAY FROM THE EDGE OF THE TOP OF DON READ CORPORATION PACIFIC SOILS ENGINEERING, INC. _ _ _ STORM DRAIN �-
SLOPES. 501 MERCURY LANE 7715 CONVOY COURT _ COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
BREA, CA 92821 SAN DIEGO, CA 92111 21. SLOPE PROTECTION MUST BE IN PLACE DURING THE RAINY SEASON PRIOR TO THE ISSUANCE OF A
i - CATCH BASIN 0)
CERTIFICATE OF OCCUPANCY TO PREVENT EROSION. (714) 529-9599 (858) 560-1713 _ 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN co
DATE: 12(17(97 RETAINING WALL A PUBLIC RIGHT-OF-WAY.
22. THE DEPARTMENT OF PUBLIC WORKS RESERVES THE RIGHT TO MAKE CHANGES TO THIS PLAN. THE
DEPARTMENT'S APPROVAL OF THIS PLAN DOES NOT RELIEVE THE DISCHARGER FOR CORRECTIONS OF -R R RR - RIDGE LINE 21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE
ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. _ APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF C
® - FLOWLINES ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE a
_ APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER
ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS SHRUBS FOR REVIEW AND APPROVAL. v
AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR GRASS 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR
NOTICE TO CONTRACTORSAPPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR - _ - - - - - - _ PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE i
PROCEEDING WITH IMPROVEMENT PURSUANT THERETO AGREES TO ASSUME LIABILITY AND �, 2 1 SLOPE �1 - EX. SLOPES PROVISIONS OF STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY %_ 0
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 - - - - - - -
_ REGULATIONS. THE CONTRACTOR/OWNER/DEVELOPER �
®�@o RE rp JOB SITE CONDITIONS DURING THE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT 1200.0 - PAD ELEVATIONS IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM THESE AGENCIES ``®
y G OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY INDICATED ON THE PUBLIC RECORDS EXAMINED; LOCATED AT VARIANCE WITH THAT 0 A
o Call: TOLL FREE PRIOR TO ANY SITE DISTURBANCES OR GRADING.
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 0_0
1 -�00 DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND 2 ) E
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 1 U U
WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURESc�i
OF THE OWNER OR ENGINEER. CONCERNED BEFORE STARTING WORK. ® I
TWO WORKING DAYS BEFORE YOU DIG U
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CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK �OFES�®® Three BetterWorld Circle, Ste: 200 Drawing No. 0
SCALE @ N TEMECULA, CA. 92590 RECOMMENDED BY: DATE:
RIVERSIDE COUNTY 600-62-69 1970 �® �� al� 0�e111�Tt, IITC^ PH. 951 294-9300 C" I T U"'NF TEMEC"NULADEPARTMENT OF PUBLIC WORKS Vus
CONTRACTOR , � e^ FAX 951 294-9301
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BRASS DISC SET 1 EAST OF CONCRETE POST MARKER HORIZONTAL �� ti� Engineering.Surveying•Planning•Landscape Architecture WWW.HFINC.CCM v�
8/08/06 FWD & REVISED AREA DRAIN LINES SHT 3. STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD NO. 16526 z ACCEPTED BY: 9DATE: 11 of TPREC ✓�
FROM POST OFFICE AT TEMECULA 29' N.E. OF THE AS SHOWN Exp. 6-3®-�7 � E RONALD J. PARKS �,�� °°� �
ADING PLAN
INSPECTOR y , DEPUTY DIRECTOR OF PUBLIC WORKS
7/25/06 FWD 1 ADD RETAINING WALL AT GAZEBO, PAVED ROAD 5 N.W. OF TEL. POLE N0. 6295, C.W.T. 3 s� ®� z C
REVISE AREA DRAIN LINES SHT 3. S.W. OF 36 CONCRETE STANDPIPE. ELEV. 1039.378 VERTICAL 'rF OIV►L ®@`e` FRED W. DOERGES DATE: ; . .. .. • LINEAR PARK LOTS 17-20 TR. 29305
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DATE COMPLETED OF cA4®¢ R.C.E. No. 16526 EXP. DATE 6-30-07 R.C.E. No. 19744 EXPIRES 9/30/07 s'9 SHT. 1 OF 7 �®
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GREEN. PART # 80 WILDWOOD AREAS BOLT DOWN COVER, USE STAINLESS
AVAILABLE FROM: 2' LOT LINE BOLT, NUT, AND WASHER.
NDS - TEL: 800 726-1998G C U
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III=I I-_I I III-III- SL B 1082 1 PER SEPARATE PERMIT 1084.6 80.35 INV.
--III I I-III=1 0.5% ,9 1081 12" DRAINSnPA1KlqTAPTAR 82.57 T.W.
1080 SUB-DRAIN 78.57 T. 79.90 T.W, u 8�• Y 7.32 CONNECT TO �-
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