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HomeMy WebLinkAboutLot 22 Precise Grading CITY OF TEMECULA CITY OF TEMECULA EROSION AND SEDIMENT CONTROL NOTES ITY OF T M A PUBLIC WORKS DEPARTMENT Q� 1. INFORMATION ON THIS PLAN IS FOR EROSION PREVENTION AND SEDIMENT CONTROL ONLY. THESE - GRADING NOTES NOTES ARE COMPREHENSIVE AND SHOULD BE APPLIED ACCORDING TO THE SITE-SPECIFIC CONDITIONS FORp�QFOR MASS, ROUGH, AND PRECISE GRADING PLANS EACH INDIVIDUAL PROJECT. THE DISCHARGER IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE � PR I RA IN P AN OF A COMBINATION OF EROSION AND SEDIMENT CONTROLS BY OCTOBER 1ST OF EACH YEAR FOR ALL 1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION & APPLICABLE SOIL-DISTURBING ACTIVITIES (CLEARING, GRADING, EXCAVATING) AND ON ALL EXPOSED FSLOPES ROM SUBCONTRACTORS. EXPANDED ENTIRE SITE. THE DISCHARGER IS ALSO RESPONSIBLE FOR ANY DISCHARGES �9 REDHAWK PKWY EXPANDED PARK - LOT 22 TR 29305 RESOURCES CONTROL ORDINANCE No. 04-04, AND IF APPLICABLE, TO THE STATE WATER CES CO OL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. 2. STORMWATER RUNOFF SHOULD BE FILTERED PRIOR TO DISCHARGING TO A STORMWATER CONVEYANCE ��G S�P� `gyp p SYSTEM (NATURAL WATERCOURSES, STREETS, FLOW-UNES, DRAINAGE INLETS, ETC). ALL NON-PERMITTED �,Q P P WOLF CREEK DRIVE S. 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 19'0. DRAINAGE DISCHARGES ARE PROHIBITED FROM ENTERING ANY STORMWATER CONVEYANCE SYSTEM YEAR-ROUND. WOLF VALLEY ROAD SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED A MINIMUM OF 2 3. DISCHARGER CONTACT INFORMATION: L AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL j A�Cyq '�PROJECT SITE EXTERIOR WALLS AT NOT LESS THAN 34 PER FOOT FOR A MINIMUM OF 3 FEET. TIM HAMPTON STANDARD PACIFIC 909 821 9885 (RESPONSIBLE PERSON) ANY) (24-HOUR PH E NUMBER) 100: 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. 4. IF SOIL DISTURBANCE MEETS OR EXCEEDS ONE ACRE, THE SITE MUST BE COVERED UNDER THE STATE 4. PROVIDE AS APPLICABLE CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR GENERAL CONSTRUCTION PERMIT, A NOTICE OF INTENT (Nd) MUST BE FILED WITH THE STATE WRIER � RAINBOW CANYON RAI � STORM FLOWS OR PROVIDE GRADED BERMS ALONG THE TOP OF ALL GRADED SLOPES RESOURCES CONTROL BOARD (SWRCB), A WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER SHALL BE PROVIDED TO THE CITY, AND A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE ROAD OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT IMPLEMENTED THROUGHOUT THE DURATION OF THE PROJECT AND BE READILY AVAILABLE ON SITE TO SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. CITY AND STATE INSPECTORS. A SWPPP TEMPLATE CAN BE DOWNLOADED FROM THE CITYS WEB SITE AT WWW.CITYOFTEMECULA.ORG UNDER NPDES INFORMATION. VICINITY MAP 01 . 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL 5. DURING THE RAINY SEASON (OCTOBER 1 - APRIL 30). THE DISCHARGER SHALL MAKE AVAILABLE, AS NOT TO SCALE ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL NECESSARY, EQUIPMENT AND WORKERS FOR EMERGENCY WORK TO PROTECT THE SITE. ADDITIONAL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION EROSION AND SEDIMENT CONTROL MATERIALS SHALL BE STOCKPILED AT VARIOUS LOCATIONS REPORT FOR ALL FILLS OVER 1' DEEP. THROUGHOUT THE SITE FOR IMMEDIATE IMPLEMENTATION. 6. ALL EROSION AND SEDIMENT CONTROLS SHALL BE INSPECTED, RESTORED, REPAIRED, OR MODIFIED SHEET 6 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S PUBLIC REGULARLY THROUGHOUT THE SITE TO PROTECT DOWNGRADE PERIMETERS, ADJACENT PROPERTIES, WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ENVIRONMENTALLY PUBLIC STORMWATER FANY EROSION OR SED MNT RCONTROLS FAIL DURING THEDRAINY SEASON, MORE EFFECTIVE ONES WILL SNEER 5 Sy ACCORDANCE WITH THE BE REQUIRED IN THEIR PLACE. c�F�, APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION 7. DURING THE RAINY SEASON, CLEARING SHALL BE LIMITED TO AREAS THAT WILL RECEIVE 1> SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT/FILL SLOPES. IMMEDIATE GRADING. A COMBINATION OF EROSION AND SEDIMENT CONTROLS SHALL BE J 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE IMPLEMENTED IN AREAS THAT HAVE BEEN CLEARED. FOOT. 8. DURING THE RAINY SEASON, EROSION CONTROL FOR GRADED SLOPES SHALL INCLUDE 10OX VEGETATIVE COVERAGE, WOOD MULCH, STAPLED OR PINNED BLANKETS (STRAW OR COCONUT), 7,. INDEX MAP 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PLASTIC SHEETING (10-MIL), POLYPROPYLENE MATS, OR OTHER MEASURE APPROVED BY THE PRELIMINARY SOILS INVESTIGATION FOR TRACT 30264 BY PACIFIC SOILS ENGINEERING INC., DIRECTOR OF PUBLIC WORKS. FOR SPRAY-ON CONTROLS, ONLY BONDED AND STABILIZED FIBER 0' 60' 120' 180' 240' DATED MAY 21,2004. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED MATRIX PRODUCTS WITH MINIMUM APPLICATION RATES OF 3500 LB/ACRE AND 10 GAL/ACRE, TO THE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RESPECTIVELY, SHALL BE USED FOR GRADES OF 4:1 AND GREATER. JUTE NETTING SHALL NOT BE USED AS A STAND-ALONE EROSION CONTROL IF HYDROSEEDING IS IMPLEMENTED, THESNEE1 3 ? RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE APPLICATION MUST ALLOW SUFFICIENT TIME FOR ADEQUATE SEED GROWTH. INACTIVE GRADED SCALE: 1 " = 60' WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. PADS SHALL BE PROTECTED WITH ACRYLIC/LATEX POLYMERS, SOIL STABILIZERS, FIBER MATRIX, OR OTHER MEASURE APPROVED BY THE DIRECTOR OF PUBLIC WORKS. QD 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 9. SEDIMENT CONTROLS SHALL INCLUDE DESILTING BASINS, GRADED BERMS, FIBER ROLLS, SILT SHEET 2 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS FENCES, GRAVEL-BAG CHEVRONS (3/4" GRAVEL), CHECK DAMS, DRAINAGE INLET PROTECTION, ETC. _ INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT. 10. ALL ONSITE AND OFFSITE FLOW-LINES (V-DITCHES, BROW-DITCHES, TERRACE DRAINS, RIBBON PUBLIC WORKS DEPARTMENT PHONE: (951) 694-6411 GUTTERS. CURB GUTTERS, ETC.) AND DRAINAGE INLETS SHALL BE FREE OF SEDIMENT, CONSTRUCTION LEGEND MATERIALS, CONSTRUCTION WASTE. MISCELLANEOUS DEBRIS. AND DETERIORATED EROSION AND SEDIMENT CONTROLS AT ALL TIMES. BASIS OF BEARINGS 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION AND 11. CONSTRUCTION WASTE AND MISCELLANEOUS DEBRIS SHALL BE PLACED IN WATER-TIGHT BINS. WIRE THE BASIS OF BEARINGS IS THE CENTERLINE OF PECHANGA PARKWAY PALA RD. _ SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING THE MESH TRASH RECEPTACLES WILL NOT BE ALLOWED. WASH-OUT STATIONS SHALL BE PROVIDED FOR " ( ) T.C. - TOP OF CURB GRADING PHASE. CONCRETE, PAINTS, AND STUCCO AND SHALL BE LINED WITH PLASTIC AND LOCATED AWAY FROM PER RECORD OF SURVEY BOOK 100, PAGE 28, IE N47 45 28 W STREETS, SIDEWALK RIGHT-OF-WAYS, AND DRAINAGE INLETS. PRIOR TO ANY FORECASTED RAIN, BINS F.S. = FINISH SURFACE 11. POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED T0, INSTALLING, AND WASH-OUTS SHALL BE COVERED WITH A UD OR PLASTIC TARP PREVENTING ANY OVERFLOW INTO M WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF IN THE DRAINAGE SYSTEM. F.L. = FLOWLINE -I ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES 12. CONSTRUCTION ACCESSES SHALL BE STABILIZED WITH A COMBINATION OF GRAVEL AND SHAKER NOTIFICATIONS t° OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH PLATES YEAR-ROUND TO PREVENT TRACK-OUT ONTO STREETS. FOR RESIDENTIAL DEVELOPMENTS WITH F.G. = FINISH GRADE BACKFLOW PREVENTION DEVICES PER THE U.P.C. STREET GRADES EXCEEDING 2X, INDIVIDUAL DRIVEWAYS SHALL ALSO BE PROTECTED NTH GRAVEL TO NOTE: THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES 2 PREVENT TRACK-OUT ONTO INTERIOR STREETS. GRAVEL SHALL ALSO BE PLACED ON DRIVEWAYS THAT WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF EXCAVATION: T.W. = TOP OF WALL 12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS ARE USED TO ACCESS INDIVIDUAL LOTS. ROUTINE STREET SWEEPING SHALL BE PERFORMED ON ALL PAVED STREETS WHERE TRACKING IS OBSERVED. VACUUM SWEEPERS SHALL BE USED WHEN STREET T BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF STEEP SWEEPERS BECOME INEFFECTIVE. CONTROLLED STREET WASHING WILL ONLY BE ALLOWED PRIOR TO THE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS (951) 694-6411 T.F. = TOP OF FOOTING 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 CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. A THE wASHWATER. UNDERGROUND SERVICE ALERT: 1(800) 227-2600 T.G. = TOP OF GRATE REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL APPROVE 13. SILT AND DEBRIS SHALL BE REMOVED FROM CHECK DAMS, CHEVRONS. SILT FENCES, DESILTING PLACEMENT OF FILL. BASINS, STREETS, ONSITE AND OFF-SITE FLOW LINES, DOWNGRADINT DRAINAGE INLETS AFFECTED BY A INV. = INVERT DISCHARGE FROM THE SITE. AND OTHER PRIVATE AND PUBLIC STORMWATER CONVEYANCE SYSTEMS PRIOR 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES TO AND AFTER EACH STORM EVENT. FOR RESIDENTIAL DEVELOPMENTS, SILT FENCE SHALL BE INSTALLED CONSTRUCTION NOTES & ESTIMATED QUANTITIES = ELECTRIC METERS & TEL/CATV TERMINAL (NTS) ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING ALONG INTERIOR STREETS AND COMBINED WITH GRAVEL-BAG OR SILT-FENCE-CHEVRONS INSIDE THE SIDEWALK RIGHT-OF-WAY, WHERE APPLICABLE. 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 No. DESCRIPTION S TD. D WG. Q U A N. REVISIONS ELECTRIC VAULT WITH COOLING VENTS (6' X 12') GRADING OPERATIONS. ACCORDING TO THE STATE GENERAL CONSTRUCTION PERMIT (3600 CUBIC FEET OF STORAGE PER ACRE 1. CONST. 3" P.V.C. SDR 35 DRAIN 243 L.F. = ELECTRIC PMH (6' X 12') 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. DRAINED), EVEN IF THE SITE DOES NOT REQUIRE COVERAGE UNDER THIS PERMIT. WATER SHALL BE FILTERED AND DRAINED FROM THE BASINS BETWEEN STORM EVENTS. 2. CONST. 4" P.V.C, SDR 35, DRAIN 631 L.F. = ELECTRIC TRANSFORMER 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND 15. STORMWATER RUNOFF SHALL NOT BE DIRECTED OVER ANY SLOPES WITHOUT PERMANENT DOWNDRAINS 3. CONST. DRAIN THROUGH CURB FIVE-TENTHS (1.5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A INSTALLED. TEMPORARY EROSION AND SEDIMENT CONTROLS ARE REQUIRED ON ALL EXPOSED SLOPES PER DETAIL SHT NO.8 4 EA. - ELECTRIC PULLBOX REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND UNTIL SUFFICIENT PERMANENT LANDSCAPING HAS BEEN ESTABLISHED. FIBER ROLLS SHALL BE INSTALLED 4. CONST. 6" ATRIUM DRAIN IN INCREMENTS OF 10 FEET MEASURED VERTICALLY ON THE FACE OF SLOPE FOR GRADES OF 3:1 AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. GREATER IN COMBINATION WITH FIBER MATRIX PRODUCTS OR BLANKETS. SILT FENCE SHALL BE PER DETAIL SHT NO.8 14 EA. = ELECTRIC BURD TRANSFORMER INSTALLED AT THE TOE OF ALL EXPOSED SLOPES 3' OR MORE IN HEIGHT. 5. CONST. CONCRETE AREA DRAIN16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT 16. MATERIAL STORAGE AREAS SHALL BE ESTABLISHED. FUEL TANKS, PORTABLE TOILETS, LIQUIDS, GELS. PER DETAIL SHT NO.8 5 EA. ELECTRIC HANDHOLE (13" X 24") CERTIFICATION OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, AND POWDERS SHALL BE STORED AWAY FROM STREETS, SIDEWALK RIGHT-OF-WAYS, AND DRAINAGE 6. CONST. 4" CONCRETE SIDEWALK 400 &401 THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION INLETS AND SHALL HAVE SECONDARY CONTAINMENT. STOCKPILES OF SOIL SHALL BE PROTECTED PRIOR * - ELECTRIC IRRIGATION PEDESTAL WITH RESPECT TO ADJACENT TO A FORECASTED RAIN. 8. CONST. PLAY SURFACE AREA DRAIN 4 EA. _ GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND 17. ALL PORTABLE MIXERS SHALL HAVE PLASTIC UNDER-LINERS TO CONTAIN SPILLAGE. GRAVEL BAGS PER DETAIL SHT NO.8 - TELEPHONE VAULT SHALL BE GIVEN. SHALL ALSO BE PLACED ON THE DOWN-HILL SIDE OF THE LINERS TO CONTAIN DISCHARGES. - CATV ELECTRIC METER PEDESTAL 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY ALL OF THE 18. THE DISCHARGER SHALL PROPERLY POST AND SECURE SITE AREAS WHERE IMPOUNDED WATER, DUE *NOTE - CONCRETE SIDEWALK QUANTITIES REQUIREMENTS OUTLINED IN THE CITY OF TEMECULA EROSION AND SEDIMENT CONTROL TO EROSION AND SEDIMENT CONTROL DEVICES OR ANYTHING ELSE, CREATES A HAZARDOUS CONDITION TO ARE INCLUDED ON LANDSCAPE - CATV HANDHOLE STANDARD NOTES THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE THE PUBLIC. HOWEVER, EMERGENCY ACCESSES SHALL BE MAINTAINED AT ALL TIMES. ARCHITECTURE PLANS. TO THE STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. = 19. NO OBSTRUCTIONS, OTHER THAN SEDIMENT CONTROLS, SHALL BE ALLOWED AT ANY EXISTING PUBLIC. CATV AMPLIFIER PEDESTALEARTHWORK QUANTITY ESTIMATE _ OR PRIVATE, STORMWATER CONVEYANCE SYSTEM, UNLESS ADEQUATE TEMPORARY OR PERMANENT 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY DRAINAGE FACILITIES HAVE BEEN APPROVED BY THE DIRECTOR OF PUBLIC WORKS TO CARRY SURFACE EXCAVATION 3 ��� C.Y. FIRE HYDRANT SEASON. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE WATER TO THE NEAREST PRACTICAL STORMDRAIN OR NATURAL WATER COURSE. _ PERMITTED. 20. FILL AREAS SHALL HAVE EROSION AND SEDIMENT CONTROLS IMPLEMENTED WHILE BEING BROUGHT UP EMBANKMENT 3,000 C.Y. STREET LIGHT TO GRADE. THESE MEASURES INCLUDE: TEMPORARY DOWNDRAINS (PIPES OR PAVED DITCHES WITH 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO PROTECTED OUTFALLS); EARTH BERMS AT THE TOP OF SLOPES; VEGETATION; MULCH; FIBER MATRIX SUBSIDENCE - - STORM DRAIN COMMENCEMENT OF ANY CONSTRUCTION GRADING. PRODUCTS; BLANKETS; PONDING AREAS; CHECK DAMS; FIBER ROLLS; GRAVEL BAGS AROUND DRAINAGE INLETS; AND APPROPRIATE GRADING TO DIRECT DRAINAGE AWAY FROM THE EDGE OF THE TOP OF SHRINKAGE - CATCH BASIN SLOPES. 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN 21. SLOPE PROTECTION MUST BE IN PLACE DURING THE RAINY SEASON PRIOR TO THE ISSUANCE OF A IMPORT/EXPORT 0 C.Y. RETAINING WALL A PUBLIC RIGHT-OF-WAY. CERTIFICATE OF OCCUPANCY TO PREVENT EROSION. = 21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE 22. THE DEPARTMENT OF PUBLIC WORKS RESERVES THE RIGHT TO MAKE CHANGES TO THIS PLAN. THE * INCLUDES LOSSES FROM OVEREXCAVATION. -R R R R- RIDGE LINE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF DEPARTMENT'S APPROVAL OF THIS PLAN DOES NOT RELIEVE THE DISCHARGER FOR CORRECTIONS OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. IBM FLOWLINES APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER UNDERGROUND STRUCTURES = SHRUBS FOR REVIEW AND APPROVAL. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS - 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR GRASS PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR PROVISIONS OF STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY NOTICE TO CONTRACTORS PROCEEDING WITH IMPROVEMENT PURSUANT THERETO AGREES TO ASSUME LIABILITY AND EX. SLOPES REGULATIONS. THE CONTRACTOR TRACTOR/OWNER/DEVELOPER 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 = IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM THESE AGENCIES 1200.0 an JOB SITE CONDITIONS DURING THE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT PAD ELEVATIONS PRIOR TO ANY SITE DISTURBANCES OR GRADING. Call: TOLL FREE OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY INDICATED ON THE PUBLIC RECORDS EXAMINED; LOCATED AT VARIANCE WITH THAT lauI!L4,Dl I3 Qb SAFETl l 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 23. SOIL ENGINEER AND GEOLOGIST: 1-800 DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND PACIFIC SOILS ENGINEERING, INC. 12�VIEE� 1-012 COMRI I AN CE Wk-TVA 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 7715 CONVOY COURT TI-TLE 24 bISABLET3 -CCESSI 1 ONL\4 WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES SAN DIEGO, CA 92111 QQ�`� A.?PIR?P _U M'._ TWO WORKING DAYS BEFORE YOU DIG OF THE OWNER OR ENGINEER. CONCERNED BEFORE STARTING WORK. (858) 560-1713 W05- I 8VlaP N , DATE CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE ESS, Three BetterWorld Circle, Ste: 200 p DrawingNo. TEMECULA, CA. 92590 RECOMMENDED BY: ATE: ?✓ �. OF Hall & Foreman, Inc. PH. 951 294-9300 CITY 0 F TE M E C U L A DEPARTMENT OF PUBLIC WORKS CONTRACTOR RIVERSIDE COUNTY 600-62-69 1970 ,�p, �' FAX. 951 294-9301 'f,: r r BRASS DISC SET 1 EAST OF CONCRETE POST MARKER HORIZONTAL y Engineering•Surveying•Planning•LandscapeArchitecture WWW.HFINC.COM "`' 06 � � ACCEPTED BY: � � D ATE: STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD � �+ PRECISE GRADING FROM POST OFFICE AT TEMECULA 29' N.E. OF THE AS SHOWN No. 21914 PREP D B ., RONALD J. PARKS PLAN INSPECTOR EXP. 9-30-07 � � , ���� /g-�� DEPUTY DIRECTOR OF PUBLIC WORKS �. -.;��. » EXPANDED PARK - LOT 22, TR 29305 PAVED ROAD 5 N.W. OF TEL. POLE NO. 6295, C.W.T. 3 - - S.W. OF 36' CONCRETE STANDPIPE. ELEV. 1039.378 VERTICAL �1�0 f�� ANTHONY �J.TERICH DATE: �� ��.�;��-� � ly�.� �r��.� WOLF CREEK DRIVE S. DATE COMPLETED R.C.E. No. 21914 EXP. DATE 6-30-07 R.C.E. No. 19744 EXPIRES 9/30/07 SHT. 1 OF 9 W 8 1 A UJ Z 0 U L_ = N w - 8 wm-own .i w N - W ��������J m N C 35 �- . Li V) 5. ® - - - - - - - - - - 2:1 � 2:1 Q V) 28 in 1 1 v , 18' 18' 1 f 0 { 0 r , 1 _ _ r _ T Ob \ WOLF CRE DRIVE SOUTN ' W_ sw — sw -� b2 STA. 50+45.93 Q._DRIYEINAY _ STA. 54+00.41 __. _ CL. FUTURE ST. awo J1072.45 0 VY w w �' 1074 65 1075.18 1075.69 '1076.21 1076.73 1077.23 0 23 � 07 T.C. T.C. T.C. T.C. T.C. T.C. T.C. "" • • M ` c Ln — — — — — - — — — — A — — — — — — O N a O O O I vi r1 C01,4 wLIA 73.05 73.26 73.47 73.84 74.21 74.74 75.25 75.78 76.2976.81 77.53 77.83 Y F.G. F.G. F.G. F.G. F.G. F.G. F.G. F.G. F.G. F.G. F.G. F.G. a. Elk ' o W 35' 20' Q a x 5' i O { Y ' j u u i U i ? w O 3 rn 0 u v+ c 39v 0 0 Q U O V) E v c o u 00 so' B14ILDIOV& AWO SJOAFArry u 0-0 v i wE40 PL*^ c• LIAR" w frN t Si�G/►LE. 1� ZO' T'� �� SLC tss �4Ml�t NiJll'7l � E Cr, v� s�. M E AAMVP� 7XF LD05-188GR u co u- r Ep-I r4aM SERNCE ALERT DATE BY REVP30NS DATE ACC') BENCHMARK � �..�.w�r a�� so SCALE c� �o RECOMMENDED BY: f TE: >N SEE SHEET NO. , �. �;`Hall & Fob Inc. Fk = „�„� CITY 0 F TE M E C U L A BAR ,T w�oRlcS 006 • lIQ�Z ITAL FAX. f!lill !!1-! ACCEPTED BY. TE: AS SHOWN Na ZM4 PREP eY RONALD J. PARKS PRECISE GRADING PLAN t— Zl7 �eoo Exp.9-3007 ��_���pG DEPUTY DIRECTOR of PUBLIC WORKS E EXPANDED PARK — LOT 22, TR 29305 zc C34 cx � EMAIL.�' or►lE: WOLF CREEK DRIVE S. 4 It t 1R.c.�. M.. t t 4 oor. or►� R.O.E. Na 18744 ESS 9 X3010=, SH T. 2 OF' 9 0 V � s N N 2.1 Z 2:1 N W N 2:1 Z8 _ _ g .......... . . N 1043.3 T.C. .► 1082A7 r r � r � 082.32 y 7 �. 46 r r s r 7 r T. _ _C.— �I 7.20 STA. 58+.55.41 N WAY6 ._ . RI � _ — r. . . .`NOLF CREEK7.20 T. T . ._- ._ r r r T 1080.32 _ 46 1079.82 -- 107.9-32 1 _ ` 7 1 :...._ -- 44 1 7 7 _.. . 10741-82 77.7 __.._ __-. _ _ 7. 0 _._ r y 40 A _ — e r r � r.1 - 2�t � FOR it 46 FUTURE COMMOMAL s „ 7. •4 R/W 79.92 87. 0 30' LOT LINE 7 77 .4 • V 10MIN. VARIES ZVr � VARUS 1 wALL/��ICE TER .f, �y PLAN PER ATE GROUPAR(XIERRA DESIGN li � >_ WALLAFENCE PLAN a 29 PAD .n A. TYPE 'A—a• CURB GUTTER PER ST. S IMP. PLANS VARUS CT a ,t e CONCRETE SIDEWALK PER CITY STD. 400 401. SEF LANDSCAPE _ G PLANS FOR DETAILS CONSTRUCTION NOTES IWICLL SECTION 1Q CONSTRUCT 3 P.V.C, SDR35, DRAIN N.T.S. CONSTRUCT 4" CONCRETE SIDEWALK PER CITY STD. No. 400 &401 09 2W �� �# sSEE LANDSCAPE IMPROVEMENT PLANS wLu AW s FOR DETAILS RE.VIEVNED F•bR -IANCE WITH SCALE: 1~ = 20' 8 PLAY SURFACE AREA DRAIN PER -TITLE- 24 bISAQL AC.CESSIBIIt oNLY , O 4. DETAIL SHT No.B LAOS— l $Z a�PRov�.a 8Y: oa►�.. 4ERVICE DATE 8Y REVtSIONS DATE ACC'D BENCHMARK Um.d...w camk st �o lE: Dr Na ALE�R Hyl Form, . „ REcwIENo® CITY OF TE MECULA J. DEPARTMENT OF PtIBL.iC IMORt�CS - SEE SHEET NO. 1 FAX SM s CALL T 1 FREE TAL Epi -Swm +o•�+r' I b al � ww� coor axo(oAsSHOW . ZM4 PREPARE '�'�D .Y. PRECISE GRADING PLAN 1-400--227—nm �. - DEPUTY cTaR OF PUBLIC WORKS Fe 'Ll .� EXPANDED PARK — LOT 22, TR 29305 �- ArntoMr �. or►� WK .,F' CREEK DRI VE S. R.C.E. M.. 21 14 Er. DATE B� Na 19744 E�P"�ES 9 0/x!7 SHT. 3 OF 9 CI V' 0 0 3: LLJ W8In z 0 z 0 uicn qmmoum > + F— 0 z X VOW 0 0 0 00 --� ,� U� U fa X x < I 1 118 1 v V -2: -2:1 -2: T 2.111 661 -2:1 -0 Jt t 4 §pa R i { O � F� F }+ , :` � F { t � IJ r;t 3 tr,' 3'', ---------- N N ---------------- K- -------- - -v---, 66 62 L.I., A-- 1---, -------- ------- ------ . .......... N N 00 Go I Aria N N %IOU oor 41 v LIP 4� AT v A, 4c 41 41 41 'le 41 41 411 9. ,7 rl• • %, 1�1 -w w -w Ah 1 4; 4r -4v 2 2: je -le m I 411 82 83 81 84 1097.5 1097.9 1097.1 1098.3 R/W 3w LOT LINE 20 R/W 10' MIN. VARIES VANES VARIES WALL)"-MCE/"AS7ER 50 LOT LINE PLAN PER SEPERAW ARCHITERRA DESIGN VAIKS 10' m1mo VARIES X GROUP PERIMETER VARIES sock Li f) WALLA-ENM PLAN WALL/FENCE/PLAVER Z PLAN PER SEPERME X 2% PAD ARCHITERRA DESIGN GROUP P NAEMR WALL/FENCE PLAN rL) !L 2% PAD YK *A-6* CURB GUTTER PER ST. fLc LIP. PLANS VARIES 219 2% .......... OA-60 CURB OUT" PER ST. IN e CONCRETE SK"" OP. PLANS VARIES PER CITY SM. 400 & 2% 2X CONSTRUCTION NOTES 401, SEE LANDSCAPE PLANS FOR DETAILS ................................ (DCONSTRUCT 3" P.V.C, SDR35, DRAIN CONCRETE SK"" L 1z CONSTRUCT 4" CONCRETE SIDEWALK ITPIC.Al SECTION IV ji PER CITY SM. 400 & N.T.S. �7 Vt PER CITY STD. No. 400 &401 AIM. SM LANIDSICAPE of got got PLANS FOR DETAILS 2W 44)9 SEE LANDSCAPE IMPROVEMENT PLANS SUILDWA Awl) Wr.,Tv FOR DETAILS RE\IIEW*Z POR CON'LIKWX WIT14 TYPICAL SECTION -"TLC 2.4 WSAG ACCESSIBI Owl C7- SCALE: 1 20" t'o'\ PLAY SURFACE AREA DRAIN PER k-2) N.T.S. DETAIL SHT No.8 A?F%M Sy. G U 7 ILM DI BY REASIONS DATE HCVD BEW>WARK im mdwftm QW% sw m D"Nft NO. SCALE RECOMMENDED BY. i> Hall & Fomm, 1w. TEDEPARWMT W PUBLX WOWS "t sm CITY OF IVIECULA SEE SHEET NO. 1 FAL IM M-SM , ;; ----------- .......... Eighmi q•SwvsoWft--iq UrAmcme AxNMckn waufmcm Alm 406 CAL ML na ACCEPTED BY QA7E AS SHOW N& 211"4 PREP RONALD J. PARKS PRECISE GRADING PLAN 4 -1U1 I-IM-227-nm EW.*-17 TY OF PUBM WORKS EXPANDED PARK LOT 22, TR 29305 Axlwowf Immm WOLF CREEK DRI VE So R.C.E. lbo LGL QUIES 2aQZQ7 F (r, IEFM w10r. DATIE NIL 19744 SHT. 4 OF 9 .7 p W 8 8 IOL "I�--Js z � d Z4 v�8 . �, 03 11,1111111111,11,WINE iiiii III I I Z � 2:1 s ,.,,� 4 1 MITI 2.1 IWAN OWN= 60 4 fi 2: ...................... ---------- .......... in + TQU 4 7 T.C. 95-46 97. mop 4.74 7 j -1094.02 J • 00 4 4 16. • f 97 7 M.9 7 -Z 7T V 113-40 0 94 rc S WA Y 74 5-j7j .99 96 4 03.0 2 3 97 6 4 k 1100.2 1100.4 0% 4 1101.0 .2-1 2. 3. 1101.7 ALT. 1100.7 95 r 4. 31L 93 AA 8 R/W ID 60 NY LOT LINE lie am �....0 A 97 100 hm, VANES VARIES 2# VARIES 7' 4 42 WALL/ 70 7 mm PER AV. A"7ERRA DESIMI War PER11W ILK WALL/FENCE PLAN th 7.t PAD 2X CONSTRUCTION NOTES .1.3 7" CONSTRUCT 3" P.V.C, SDR, 5, DRAIN 7� 07.87 2 CONSTRUCT 4" P.V.C., SDR35, DRAIN TYPE 'A-6" CURB 97 asp 7 AM OUGH CURB GUTTER TTER P" ST. CONSTRUCT DRAIN THR 9793 .6 2X 2X CONSTRUCT 6" ATRIUM DRAIN I.e Lf� *V. PLANS VARIES PER DETAIL SHT. No.8 PER DETAIL SHT. No.8 7. 7.67 7.6,3CONSTRUCT CONCRETE AREA DRAIN .................i". comcptm SK"" 97 PER DETAIL SHT. No.8 -43 1-097.911 PER CITY SM. 400 4M. SM LANDISQ 4PE CONSTRUCT 4" CON CRETE SIDEWALK 97.1 kZ) PLANS FOR DETAILS 109 PER CITY STD. No. *W &*01 7.17 SEE LANDSCAPE IMPROVEMENT PLANS TYPICAL SECTM FOR DETAILS NTS. ® PLAY SURFACE AREA DRAIN PER A DETAIL SHT No.8 092w lot 9 so e"LbWea AW b SAVEN SZF_\h&XfZ IFCAL COMPLIANCE WM SCALE: 1 20* ITILE 24 N CCESSI Ohl -`/ 1.�J05- 1�►B►CaR Joe, tFATt- ALM DATE BY REWSKUS DATE ACCOD BEWINARK WIN sprAfflow am% sw NO. SCALE RECOMMEMDED BY. __jLAW.- r0*64 Drawing WF,'Hall & Fmm=4 Im. MPusm SEE SHET NO. 1 J. ft " ""m CITY OF ECULAU:rJ FAL = n+-M CALL TM FW E*m*W&nw#*-Pbmmv.LwAmw N*Ammn �11 rcm ACCEPTED BY: W.- f1t AS SHM Na 21M4 PREP RONALD J. PARKS PRECISE GRADING PLAN 1-M-227-29M DV-9-30W DEPUTY DIRECTOR OF PUBW WORKS EXPANDED PARK LOT 22, TR 29305 ..................0 Cl V%\VW ANWOW J.161118A DAM 0 ............. WOLF CREEK DRIVE S. 9 I nA Me 10r. DAN O- P-07 R.CM Mal 19744 QFVES 91MA97 SHT. 5 OF 0 c'r Ob�-..21IL4. rA ~ION ' ui > L.Li LAJ < Li LAJ W Mo LAJ cc I LL 181 27-1 Will will aim loom WOLF CREEK DRIVE SOUTH 75 76 77 74 781 73 1103. 11 MT 41 1107.70 20 1106.4 12 36 .06 7 ow 01. 06. .75 04 It M 10 1108.6 7 1105.6 1111.9 ro 601 60 3. AAOA z 0 LOT LINIE VAM$ I(y MIN. VARIES VARIES Z PLAN PER SEPERAM 3W LOT LINE ARCH17ERRA DESIGN GROUP ME7ER 100 MIN. VARIES 20 WALL/FENCE PLAN VARIES PAD -w 2X PLAN ZMIAX AR047ERRA DESIGN GROUP rtiow it WALL)PENCE PLAN CL OA-60 CUM 2X PAD Li GtJ I PER ST. OP. PLANS VARIES 2X 2X TYPE 0AI CUM QJTMR PER ST. PER CITY SM. 400 W. PLANS 401. SEE LANDSCAPE VARIES 2X 2X PLANS FOR DETAILS N.T.s PER CITY SM. 4W 4M. SM LANIDSCAPE PLANS FOR DETAILS CONSTRUCTION NOTES ITPICAL SECTION CONSTRUCT 3" P.V.C, SDR35, DRAIN CONSTRUCT 4" CONCRETE SIDEWALK PER CITY STD. No. 400 &401 OP 409 4109 got 2W SEE LANDSCAPE IMPROVEMENT PLANS FOR DETAILS Fop SCALE: 1* 20" PLAY SURFACE AREA DRAIN PER MILE 24 0 ISA A CC F- uloy ONLY Lull 115 8GQ SCALE RECOMMENIDED BY.. ea. Hall & Foreman, Inc. DMARWENTOF KOM WOWS SEE SHEET NO. 1 FK IM M-M CITY OF MECULA ACCE1:170 BY: DAM Z/z ore AS MOM RONALD J. PAWS PRECISE GRADING PLAN 1-Mi-227-nM ft MM4 PREPARED 0 6 DEPUTY CTOR OF PUKX WORKS EXPANDED PARK - LOT 22, TR 29305 4a:. all civiv Wa.F CREEK DRIVE S. V \It Igg .. Z = • �t io, ------- WOLF CREEK - r - __ DRIVE SOU 81 80 7 f �- _ _ 82 .�. • 83 NNI O • t Alk. 00, AA 0000 pw \b 56 5 5 57 Jk 58 1114.7 CED 54 9 1114.3 r X"I ti Ar %52 74 4 1j;o R/W LOT LNC SO 3 log MIN. VARIES VARIES VARIES WALL/FENCE PLAIN PER 7E ARCH11 I A DESIGN Z 3. GROUP PERNKnx T) WALL/FENCE PLAN T PAD 4b 7 2X AZ ,�• I.L Q- >r .y 21 TYPE *A-6" CURB GUTTER PER ST. h. *V. PLANS VARIES 2X 2X 4• CON RM SMEWALK PER CITY SID. 400 & 4010 SEE LANDSCAPE fc PLANS FOR DETAILS cii TYPICAL SECTION N.T.S. CONSTRUCTION NOTES 1Q CONSTRUCT 3m P.V.C, SDR35, DRAIN CONSTRUCT 4" CONCRETE SIDEWALK PER CITY STD. No. 400 &401 0' 2+0' 400 Got got SEE LANDSCAPE IMPROVEMENT PLANS a a > FOR DETAILS BUILD11wa W) SAWN Rf-V"Eb PC%k 0-OMPLIAWA- %U(TW PLAY SURFACE AREA DRAIN PER SCALE: In 209 _nTLp_ZA 0 10aA AMES518.4 LM O�" c DETAIL SHT No.8 ci A Wpbvm By. Lb015- 188GA AWff DAIS BY REMSION'S DI AWD BENCHMARK im N1160I Cbd% UK SCALE N* RECOINIENDIED BY. Di 00*19 No. ja -Hall & Fes, •Inc. um" c& Im > C\; OF, mi IN D41-wo ARD"T OF PUBW WORKS SEE SHEET NO. 1 CITY OF M ECULA DEP :� FAL CALL UL ME 10=1 1.AL SWMIN-1619-9-La AXhbftn go cco J_ ACCEPTED BY. DAM N. 211"4 PREP BY RONALD J. PARKS PRECISE GRADING PLAN 1-40-227- AS SHOWN DV�����9-3"7 DEPUTY DIRECTOR OF PUEIM WOWS 7 L EXPANDED PARK - LOT 22, -TR 29305 ANTHM DAM c R.C.E. IM. R.CJL 19744 EXPIRES 9 WOLF CREEK DRIVE S. 9 or. DAN SHT. 7 OF BROOKS PRODUCTS 3 MB CONCRETE METER 6" ATRIUM GRATE - COLOR: 6" ATRIUM GRATE - COLOR: BOX W/NO. 3 MB-BODY, NO. 3-TG GREEN. PART # 80 GREEN. PART # 80 CAST IRON GRATE do NO. 3 MB—BASE OR 6' SIOEwALK AVAILABLE FROM: AVAILABLE FROM: T.G. ELEV. PER PLA EQUIVALENT. NDS - TEL: 800 726-1998 NDS - TEL: 800 726-1998 FL of PIPE t/s" PISTALL REMOIVAKE ASM GUTTER � PLI T.G. EL. PER PLAN T.G. EL. PER PLAN FLOWLINE OW. w ELEV. PER PLAN4 PVC 6" X 4" REDUCER 6" X 4" REDUCER NOTE: FILL WITH GROUT EPDXY AT CONNECTIO THE 3"X3 1/2" PIPE HOLESy� �y� 4"x4"x4" PER PLAN 3"x4` 4" PVC DRAIN LINE, AS NEEDED 4" PVC DRAIN LINE, AS NEEDED IN THE BODY AND BASE TEE �J1 3" I��IN. PVC REDUCER NDS PLASTIC 'T' OR NDS PLASTIC 'LONG END' ELBOW OR (SCH1EDULE 40) APPROVED EQUAL APPROVED EQUAL ` 9" MIN. 4" PVC DRAIN LINE 9" MIN. 4" PVC DRAIN LINE LATERAL, 3" PVC, SDR 35, DRAIN NO SCALE CONNECT TO MAIN DRAIN CONNECT TO AREA DRAIN SEE NOTE LINE W/WYE ADAPTER SYSTEM OR THROUGH PDXY BASE TO BODY STREET CURB INV. ELEV. PER P taw MINN. INSTALL POLYETHYLENE R P CONCRETE AREA DRAIN DETAIL COMM �� T MA�� INV. EL. PER PLAN INV. EL. PER LAN N.T.S. "vulac ,�aN OR EQUIVALENT MAIN LINE LATEB� ATRIUM DRAIN DETAIL 4 N .T.S. SECTION B-13 }� PRf VATE DRAIN THROUGH CUA DETAIL No SCALE - _ RE : IS C MWOL _ N ` ` N 87 88 J f y _ 9 OD } a N , 0 O i Y 9 i f ' x T 1 e ;s n a q i w /e(VI i _ 2 • -a S .-t %4 i A 4 i r a 9 • j 47 46 N iia N. 48 �' 45 � ' • � h •` 1118.3 1118.7 49 1117.s 44 �• • A f 1 i CC 9. t r • '. r 43 1 i X9.8 v, L� R 2 a; •= > :�Ow, 30' LOT UNE 1120.1 ; V 10' MAIN. VARIES 2' o' R VARIES ' wAll. To PLAN PER ATE ARC�IITERRA DESIGN GROUP PER�IETER p , , TYPE "A-6" CURB WALL/FENCE PLAN T dt GUTTER PER ST. IMP . PLANS VARIES 2X 2X 2X 4" CONCRETE SN"ALK cj CONSTRUCTION NOTES PER CITY STD. 400 401. SEE LANDSCAPE 1Q CONSTRUCT 3" P.V.C, SDR35, DRAIN PLANS FOR DETAILS PAD © CONSTRUCT 4" CONCRETE SIDEWALK v `r � v A LTYPICAL SECTIONb05 IMCA � C' PER CITY STD. No. 400 dc401 � x - o, �, �, lo' go, SEE LANDSCAPE IMPROVEMENT PLANS ty �, t�1(.,�� �� SAFE"t�I 4v FOR DETAILS N.T.S. O B RE.VIEWE1) 906Z COW)LIAIWCE WC(14 „ , ® PLAY SURFACE AREA DRAIN PER - s SCALE: 1 = 20 �tTc.E. 24 EISA A .ESsc tLaZY o Y DETAIL SH T No.8 y gp�E,p gy; ) Ito DACE.. D ( �� DATE BY REWSKINS DATE ACC'D BENCHMARK »�+• + sic �, a6 SCAB Hall & Fore»�an, IOC• , REcm*mED BY: CITY O F TE M E C U LA DEPARTMENT OF PUBLIC S U SEE SHEET NO. 1 � J. FAX W n -M s Y CALL: 1 F MOIIt�ONTIIL bpp•s�.v.yinp-prr:�.ur&c y�kcmocb a wwwt�c as ACCEPTED BY: TES AS SHOT ft 21914 RONALD J. PARKS PRECISE GRADING PLAN 4 1-110 227-2=00 .s- o7 PREP D Y. DEPUTY DIRECTOR of PUBM WORKS . • �--�Pte` EXPANDED PARK — LOT 22, TR 29305 ' vER11CA� C/VAMMOffJ.1E1rCM Or►1Es WOLF CREEK DRIVE S. R.C.E. Mx. 21!14 E». DM1E R.C.E. Na 19744 EKES 9/30/07 SHT. 8 OF 9 =_r t r W Z W W g Z . o _ 8 Za 1 W N Q V~! � M ' r1 N WOLF CREEK !+ DRIVE S. r 93 U 94 95 got N - • N r N ff Go A. Lin i Q 1 • it MOWN Lf F O O � 40 IN xi 'J! Jr : , .Y .a .1 •'2 A ; R ..i ' .4. :4 t ` • 7! ry{ '.1 .7 16rIF NA \�p N OFuj • 2 N U r + d1 W _ 41 N + N m t 35 N 36 • 1125.5 t 1120.6 - 1120.6 N v- Y 3 R/W Q E- U i. 30' LOT LINE, f�s- V 10' MIN* VARIES 2CL VARIES MCAL' Y Li WALL./FENCE/'PILASTER PLAN PER SEPERA?E ARCF*TERRA DESIGN c- TYPE "A-6' CURB PER1MElER � GUTTER PER ST. WALL/nEiVCE PL�1H = W. PLANS VARIES 2X x rl 2X 2X - i• }. e CONCRETE SIDEWALK `", PER CITY STD. 400 401. SEE LANDSCAPE ; PLANS FOR DETAILS PAD CONSTRUCTION NOTES TYPICAL SECTION 1Q CONSTRUCT 3" P.V.C, SDR35, DRAIN N.T.S. © CONSTRUCT 4" CONCRETE SIDEWALK PER CITY STD. No. 400 dc401 �} , 0• 209409i0. �. SEE LANDSCAPE IMPROVEMENT PLANS .; FOR DETAILS BUILbINGi A-UD SAFf.TY rv. PEV►EW)E.D POP, COMPC.IAtACE.WiTIA SCALE: 1 20' ® PLAY SURFACE AREA DRAIN PER "IMF-24 DISABLED ACCES ILM ONLY DETAIL SHT No.8 ` ' WAM&CA-TE ID ALMDATE BY REVISIONS DATE ACC'D BENCHMARK '"''' ftho ma ad s RECOMMENDED BY: TE: Drawing No. J. ` Hall & ForerYm, Inc.SCALE ," CITY OF TDEPARTMENT OF PUBLIC WOWS 4v SEE SHEET NO. 1 FAL � ��, T CALL: ML FREE Ho�oNTAI. - E�..:g.s�:+a•�w•�•ve n MUM= ACCEPTED BY: TE: o AS SHOWN Na 21114 PREPARED B • RONALD J. PARKS PRECISE GRADING PLAN 1-x-227- DSP.�1-30.07 - ,DL DEPUTY DIRECTOR OF PUBLIC WOWS � vQ �� �� EXPANDED PARK — LOT 22, TR 29305 Q v ANTHM J.mmm DATE: WOLF CREEK DRIVE S. .y R.C.E. N& til/4 Ems. OiATE R.C.E. Na 19744 E 9/30/07 SH T. 9 OF 9 G