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HomeMy WebLinkAboutLot 77-79 Site & Precise Grading h SITE AND PRECISE GRADING PLAN ' TRACT NO. 25004 GRADING NOTES f 1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION ! SEDIMENT CONTROL CITY OF TEMECULA, CALIFORNIA ORDINANCE N0. 04-04, AND IF APPLICABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 11 DRAINAGE SWALES SHALL BEA PA\/1NG.. ..__ NQjEa MODEL COMPLEX (PA04-0526),MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN K" PER FOOT FORA 1. MINIMUM PARKING LOT GRADE SHALL BE 1.0071 MINIMUM OF 3 FEET. 2. MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 0.50 PERCENT. - - - - - - 3. MAXIMUM CUT AND FILL SLOPES SHAH SE 2:1. 3. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUBGRADE 4. PROVIDE, AS APPICABLE, CONCRETE BROW DITCHES TO CONVEY 100-YEAR STORM FLOWS, OR PROVIDE SURFACES PRIOR TO PLACEMENT OF PAVING. GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES OVER 3' IN VERTICAL HEIGHT OR THAT ARE 4. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN � � �f� 00 W 9 ADJACENT TO GRADED AREAS TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. FOURTEEN 14 DAYS FOLLOWING PLACEMENT OF THE ASPHALT 4 � S. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, SURFACING AND SHALL BE APPLIED AT A RATE OF 0.05 GALLONS PER � i �I r - MODEL OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SQUARE YARD, ASPHALT EMULSION SHALL CONFORM TO SECTIONS 37, � 39, AND 94 OF THE STATE STANDARD SPECIFICATIONS. , � � � � II P - OMPLEX C SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. � G S. THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE CITY OF TEMECULA / � 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO 111E CITY OF TEIAECULA'S PUBLIC WORKS DEPARTMENT A DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT PERMIT FOR WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE NTH THE APPROVED GRADING ALL WORK WITHIN CITY RIGHT-OF-WAY. � � 74 VICINITY IdAP PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO UNE, GRADE, ELEVATION 73 AND LOCATION OF CUT/FILL SLOPES. Q. THREE INSPECTIONS ARE REQUIRED 8Y THE DEPARTMENT OF � PUBLIC WORKS, ONE INSPECTION AT SUB-GRADE COMPLETION, AT i � � � � C� NO SCALE BASE GRADE COMPLETION AND DURING PLACEMENT OF ASPHALT PAVING. �\ � y i � 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL fK15 GREATER THAN ONE FOOL � -( \ 61100V 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE `` � 60 62 �� \� \ /72 / D. ALL GRADING SHALL BE DONE IN CONFORMANCE Yh7H RECOMMENDATIONS OF THE PRELIMINARY SOILS PROPOSED WORK AREA, AND RELOCATION AND COST OF ALL EXISTING INVESTIGATION BY GEOCON, INC. DATED JULY 2, 2003. TWO SETS OF THE FINAL COMPACTION REPORT � UTILITIES. THE CITY SHALL BE INFORMED 48 HOURS PRIOR TO BEGINNING EASTHWQRK_QQAN1111ES SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN OF CONSTRUCTION AT (909) 694-6411. RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE , 1 �� � � �� CUT 500 CY FILL 500 CY RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. S. A COMPACTION REPORT BY A SOILS ENGINEER SHALL CERTIFY 95 � � 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN ADVANCE PERCENT COMPACTION OF BASE PRIOR TO CALL SECOND INSPECTION i � AND A PLACEMENT OF ASPHALT PAVING. � �- `" 59 63 � \ � 70 REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION FAUST BE APPROVED PRIOR TO 1 BUILDING PERMIT CLEARANCE FOR EACH LOT. 9. COMPACTION TEST OBSERVATION OF SUBGRADE OR BASE ROCK GRADE PUBLIC WORKS DEPARTMENT PHONE: (951) 694-6411 SHALL BE COORDINATED BY THE CONTRACTOR HATH THE SOILS ENGINEER \1 11 1 � 58 (n 64 , \ gg TOPOGRAPHY AND THE PROJECT INSPECTOR, ALL GRADE INSPECTIONS WILL BE IN � in TOPOGRAPHIC INFORMATION SHOWN HEREON IS TAKEN FROM CONJUNCTION WITH OR PRECEDED BY COMPACTION TESTING. 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION AND SEDIMENT CONTROLS TO � �I � 57 65 /\ � o� APPROVED ROUGH GRADING, STORM DRAIN, AND STREET PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING THE GRADING PHASE. 1 10. FINAL PAVEMENT STRUCTURAL SECTION DESIGN SHALL BE SUBMITTED TO 1FIE N IMPROVEMENT PLANS FOR TRACT N0. 25004 DIRECTOR OF PUBLIC WORKS FOR APPROVAL A MINIMUM OF TEN DAYS PRIOR � 56 66 \\ � 11. POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED T0, INSTALLING, WHERE APPLICABLE, TO PLACEMENT OF BASE MATERIAL. THE DESIGN SHALL ADHERE TO THE .A � GRWNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF IN ACCORDANCE WITH CIN CODES PRIOR TO METHODOLOGY SET FORTH IN CHAPTER 600 OF THE CALTRANS HIGHWAY 0 67 r� - �� LEGAL DESCRIPTION THE APPROVAL OF FINAL INSPECTION. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT DESIGN MANUAL AND UTILIZE THE "R" VALUE METHOD. THE 'Rn VALUE TESTS l � � 55 IRRIGATION SYSTEMS WITH BACKFLOW PERVENTION DEVICES PER THE U.P.C. SHALL BE CONDUCTED IN ACCORDANCE NTH CALIFORNIA LEST N0. 301 AND SHALL �- 11 � 68 LOTS 75 THROUGH 79 INCLUSIVE, OF TRACT N0. 25004 RECORDED BE PERFORMED BY A REGISTERED CIVIL ENGINEER. THE NUMBER AND LOCATIONS IN BOOK 345, PAGES 20 THROUGH 25 OF MAPS, RECORDS OF 12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF OF THESE TESTS SHALL BE SUBJECT TO APPROVAL BY THE DIRECTOR OF T � 1 52 53 54 \ \ ' � RIVERSIDE COUNTY, CALIFORNIA WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL IF STEEP SLOPING TERRAIN OCCURS UPON PUBLIC WORKS. � P WHICH FILL IS TO BE PLACED, THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL ALL PROVISIONS OF SOIL FOR FULL SUPPORT. A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL 11' ASPHALT 0 H6L�CTMERETE CURRENT�SHALLCONFSTO CIFICA ONS OF PUBLIC SECTION II APPROVE PLACEMENT OF FILL. SUZ� 22 � SOILS ENGINEER QWNER/DEVELOPER: CONSTRUCTION. ASPHALT SURFACE COURSE SHALL BE C2-AR-4000. _ 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE INSTALLED. MINIMUM THICKNESS IS 2 INCHES, MAXIMUM THICKNESS IS 3 INCHES - � II 49 50 5� I � � GEOCON INCORPORATED BRIAN FREEMAN PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND DOWNSTREAM PROPERTIES FROM ASPHALT CONCRETE SECTIONS GREATER THAN 3 INCHES SHALL CONTAIN A _ � JI 21 � \ 43280 BUSINESS PARK DRIVE SUITE 10E KB HOME BASE COURSE OF B-AR-4000, A MINIMUM THICKNESS OF 2 INCHES. - '"�-- - 26201 YNE2 RD. SUITE 104 SILT DEPOSITION AND PONDING WATER DURING GRADING OPERATIONS. TEMECULA, CA 92590 12. TWO SPECIAL INSPECTIONS ARE REQUIRED FROM DEPARTMENT OF BUILDING _ _ � _� �1 23 20 �� � 909-587-8169 PHONE TEMECULA, CA 92591 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. \ AND SAFETY PRIOR TO ANY PAVING IN DISABLED PARKING AREAS OR N 48 � � I i 909-676-986 FAX 909-587-3909-587-3310- �-3310 PHONE 15, STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY Of AT LEAST ONE AND FIVE-TENTHS (1.5) SMALL BE PATHS OF TRAVEL AND ONE INSPECTION AFTER ALL PAVING HAS BEEN _ 19 909-506-1722 FAQ SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR PLACED IN DISABLED PARKING AREAS OR PATHS OF TRAVEL. - � -0 47 24 ENGINEERING GEOLOGIST FOR CUT AND FILL 25 LL SLOPES OVER 30' IN VERTICAL HEIGHT. _ - Z � 18 r � BENCHMARK: � � 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING �Z4�1 COUNTY OF RIVERSIDE B.M. N0. T-4d-St RESET 1997 PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REWIRED, THE ELEVAT10N (NTHRESPECT TO MEAN �'�LE IN �• < I 45 26 17 � FROM THE INT. OF RANCHO CALIF. RD. AND FRONT ST. SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH REPECT TO ADJACENT GROUND SURFACE IS REQUIRED, � � I � 1 J MI NW ON FRONT ST./JEFFERSON AVE. TO THE INT. THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. � '� I � � - - - J I I 44 2� 16 OF JEFFERSON AND WINCHESTER (HWY. 79), 2.0 MI. NE R I � ON WINCHESTER RD. (HWY. 79) TO A BRIDGE OVER THE 17. EROSION AND SEDIMENT CONTROL: 111E PERMITTEE SHALL ASIDE BY THE REQUIREMENTS OUTLINED IN THE �,ALE SWALE _ � I is 11I 1 SANTA GERTRUDIS CREEK, 55.5' E'LY OF THE C.L. OF CITY OF TEMECULA GRADING. EROSION do SEDIMENT CONTROL ORDINANCE N0. 04-04 THROUGHOUT THE N WINCHESTER RD. AT SE'LY COR BRIDGE OVER SANTA DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTRUCTION I �� 43 28 II � GERTRUDIS CREEK 4.5' N'LY OF S'LY SIDE OF CREEK. ACTIVITIES, IF APPLICABLE. + � s' - - 42 29 Q �4 N N � 1e EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. NO OBSTRUCTION � fRpyr 41 AMN• lip ' ASV. � - - 0 13 �� I ELEVATION: 1097.163 OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. SE1BAd! LMS 6 1� I 41 30 � rz- � I EET INDEX:19 ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN 7HE FIELD PRIOR TO COMMENCEMENT OF ANY '4j. � � �" 12 W SH. 1 TITLE SHEET AND INDEX MAP CONSTRUCTION/GRADING. � 18� �• ��+- � 40 31 ,�1 � � I SH. 2 PRECISE GRADING PLAN ix•20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK rN1F11N A PUBLIC EA7ST. 2:1 SLOPE I � IM Q RIGHT-OF-WAY. PER ROUGH GRAD. PIAN I ( I � 39 32 � 10 qW r i ( CONSTRUCTION NOTES do QUANTITIES 21. APPROVAL OF THESE PLANS BY 111E CITY OR 115 AGENTS DOES NOT RELIEVE 111E APPLICANT AND HIS R ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING SWALE-SLOPE I I I M� 38 33 9I1 CONSTRUCT 3' ASPHALT OVER 4' CL II AGGREGATE BASE 3,640 SF CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO TYPICAL LOTDRAINAGE TYPI"A � MI� I JJR � 2 CONCRETE SIDEWALK PER qTY OF TEMECULA STD. 401 770 Sf THE CIN ENGINEER FOR REVIEW AND APPROVAL. NO SCALE NO SCALE � �II� 37 36 35 34 8 Y � I 3 CONCRETE DRIVEWAY PER C.O.T. STD. 207 4 EA 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY CLEARANCES \ 1 � 4 PAVEMENT STRIPING PER CITE REQUIREMENT 120 LF FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF STATE OR FEDERAL ENDANGERED N ��I 7 ) CONCRETE PAVING FOR PATIO OR DRIVEWAY 600 SF SPECIES ACTS OR WATER QUALITY REGULATIONS. THE CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR 9 III � � I 6 CONCRETE WHEEL STOP 7 EA OBTAINING THE APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR Z III ONIALANE N GRADING. Rn, � 112 I 6 GARAGE V 3 4 N139 '16x',' �pp� wl FRONT SEIBACIf TO' MN. a f5II NB 30'1 "W7 1423,821 1 �II � � 2 27'q 11 �� 10* PARKWAY 4' d 40 1RANSIAON 8pN 905 W �1 � LD OS- 102GR e' sem. TRACT NO. 25004-1 21111107A3 PRNA7E ENdNEER'S N0710E 1D 7HE CAN11tACT� � Q.' 14x MAX Mii r _L _L _LL- �. / i i LD04-20,5(;R Medofer Enqlneering, In�:. MIS ANDREWS WAY � A � I BUILDING AND SAFETY hIE EXISTENCE AND LOCATION OF ANY UNDERGROUND Ul1LIT1E5 OR L STRUCTURES SHOWN ON THESE PIANS WAS OBTAINED BY A SEARCH OF II I � 28610 Midsummer Lane AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO REVIEWED FOR COMPLIANCE WITH TITLE 24 DISABLED EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE I21CAL - DRIYEWAY ACCESSIBILITY ONLY Menifee, CA 92584 CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TOINDEX MAP PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES 909-816-5830/951 -301 -6792� � fax NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION NO SCALE � � WDID # 9 330322766 �P�D �� NAME DATE OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. SCALE: � _ �SO Underground Service Alert CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE SEAL pFESsi signed By Drawn By Checked By Drawing No. RET. v 2 CoQ�` A. N��� wa.w. MwM. M.A.M. RECOMMENDED BY: � DATE: �:3i� CITY OF TDEPARTMENT OF PUBLIC worms ►br�sa,ea W� o'r�' 4�,,, y., rla,. n+ae..a u�e.r sup.rw�aa a Call: you �E cw,aveo, y a p = ��,,� 1�21050 TRACT NO. 2.5004 j� SEE ABOVE AS SHOWN W ,� ,,,,,, � k:� Zi oI ACCEPTED BY: RONALD J. PARKS �"�: _ SITE AND PRECISE GRADING PLAO 1 -800 Mrpm.ta �rt� * EXP. 12-31-06 * MI A M 0 fie: DEPU1Y DIRECTOR OF PUBLIC 1MORIfS � �. - 227-2600 zal MODEL COMPLEX (PA04-0526) � id NA �r�IE�FCA�\f�`' R.C.E. No. 47eo4 Expires 12n1� RC.E. �. t07µ Ergr« f/ao/oa �'�,iTITLE SHEET Sheet 1 of Q TWO WORKING DAYS BEFORE YOU DIG EROSION..._CQ�[TROL - I 1. INFORMATION ON THIS PLAN IS FOR EROSION AND SEDIMENTCONTROLS ONLY. SEE THE GRADING PLAN FOR ADDITIONAL I REQUIREMENTS. A COMBINATION OF EROSION AND SEDIMENT CONTROLS MUST BE IN PLACE FOR ALL SOIL-DISTURBING - I ROAD A AT A MINIMUM MAINTAINED THROUGHOUT THE RAINY SEASON OCTOBER 1 SPRINGS ACTIVITIES BY OCTOBER 1 OF EACH YEAR AND, ( I APRIL 30 . I 2. DISCHARGER CONTACT INFORMATION: MURFtIETA HOT BOB WEIRICH, KS HOME I 24-HOUR PHONE: 619-954-5941 I 3. THE DISCHARGER IS RESPONSIBLE FOR THE IMPLEMENTATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL WORK AND SHALL INSURE THAT WORK IS IN ACCORDANCE WITH THIS APPROVED PLAN. IF SOIL DISTURBANCE MEETS OR I MASONRY RETAINING WALL PER CITY OF TEMECULA I BUILDING DEPT. STANDARD DRAWING � �• p• 04"&48* L_= 144 24' • I EXCEEDS ON ACRE, A WASTE DISCHARGE IDENTIFICATION NUMBER (WDID) ISSUED BY THE STATE WATER RESOURCES CONTROL 03'1 R1 x45.00 BOARD (SWRCB) SHALL BE PROVIDED TO THE CITY. IN ADDITION, ALL EROSION AND SEDIMENT CONTROLS OUTLINED IN THE . 56. R PERIMETER SCREEN WALL SITE'S STORMWATER POLLUTION PREVENTION PLAN (SWPPP) SHALL ALSO BE IMPLEMENTED, OR AS DIRECTED BY THE CITYS (PER SEPARATE PERMIT) NPDES INSPECTOR. I r_ .�* 1307.27 TW 1301.27Tw I �ry 1301.94 TF �A MIN.AT 1 1.94 TF SEE�TDERTT SwALE AT 4. THE DISCHARGER SHALL BE AVAILABLE WITH EQUIPMENT AND WORKERS FOR EMERGENCY WORK AT ALL TIMES DURING THE1% MIN. T.RAINY SEASON. NECESSARY MATERIALS SHALL BE STOCKPILED AT CONVENIENT LOCATIONS ON SITE TO FACILITATE RAPID 1308.3 1306. 1 1306,9 1301.94 TF OP • _ FL FL FL TG 1301.941E CONSTRUCTION AND MAINTENANCE OF TEMPORARY EROSION AND SEDIMENT CONTROLS. TEMPORARY EROSION AND SEDIMENT `' - ------ --.� .� 1308.9 CONTROLS SHALL CONSIST OF BUT NOT BE LIMITED TO, CONSTRUCTING FACILITIES AND MEASURES NECESSARY TO PREVENT, I '' �`~ ---•- ----� 1308.61 TW 1302.1 1 02. Q REDUCE, CONTROL, AND ABATE DAMAGE DUE TO WATER, MUD, AND DEBRIS RESULTING FROM EROSION AND SEDIMENT 1301.947 L 1302.4..o ,3.4 FL HP �� TRANSPORT DEPOSITION TO PUBLIC AND PRIVATE PROPERTY FROM CONSTRUCTION ACTIVITIES OF THIS PROJECT. I S.0' L OUT FL OU AREAS THAT WILL RECEIVE IMMEDIATE GRADING. A COMBINATION OF EROSION AND I 1 • 1305.0 8.4 17.2' ov lEAo 130327 T 1 FIG �. 5. CLEARING SHALL BE LIMITED TO I TC FL PATIO 1301.94 TF SEDIMENT CONTROLS SHALL BE IMPLEMENTED IN AREAS THAT HAVE BEEN CLEARED. THESE MEASURES MAY INCLUDE, BUT PATIO L 130 yam, -� SHALL NOT BE LIMITED TO: SEEDING, MULCHING, BLANKETS, MATS, DESILTING BASINS, GRADED BERMS, SAND AND/OR GRAVEL I 1302.4 13 FIG FG v FILTER CLOTH SILT FENCES CHECK DAMS CHEVRONS DRAINAGE INLET PROTECTION ETC. CARE SHALL I 01FIG 13017 BAGS, FIBER ROLLS, L , a 13ot. BE EXCERCISED TO PRESERVE VEGETATION BEYOND THE GRADING LIMITS. I FL z FG 13021 S I 11 3. 1305.27 FL o FG a. ALL EROSION AND SEDIMENT CONTROLS SHALL BE IMPLEMENTED AND MAINTAINED (I.E. INSPECTED, RESTORED, REPAIRED, OR 2 ,� I 1301.27 � - ,�d* MODIFIED) ON A CONTINUAL BASIS THROUGHOUT THE SITE DURING CONSTRUCTION ACTIVITIES TO PROTECT DOWNGRADE G DE 79 78 M�e�• �,�„ PERIMETERS, ADJACENT PROPERTIES, ENVIRONMENTALLY SENSITIVE AREAS, WATERCOURSES, CURBS, GUTTERS, STREETS, FF = 1303.07 s 1303 47 �� 7 DRAINAGE INLETS, AND OTHER PRIVATE AND PUBLIC STORMWATER CONVEYANCE SYSTEMS. I M MfV PAD = 1302.4 • o PAD • 1302.8 7. ALL REMOVABLE EROSION CONTROLS SUCH AS BLANKETS AND MATS, SHOWN ON THIS PLAN, AND OUTLINED IN THE SWPPP 2684 B r 372 A �. �� 2 o � .� 0 (IF APPLICABLE), SHALL BE IN PLACE AT THE END OF EACH WORKING DAY THROUGHOUT THE RAINY SEASON. SIMILAR I - �� 1301 p CONTROL DEVICES SHALL BE IMPLEMENTED DURING THE DRY SEASON, AS APPLICABLE, TO MITIGATE DUST FROM WIND EROSION. 7° �� i .1 .7 WOOD FL FENCE ��' ' �� � �� © • I N 1 F FENCE WOOD O S. DURING THE NON-RAINY SEASON, SEDIMENT CONTROLS, SUCH AS CURB AND GUTTER CHEVRONS, DRAINAGE INLET I 130 .8 FENCE O �>0 � O PROTECTION, SEDIMENT TRACKING CONTROLS, ETC. SHALL BE IMPLEMENTED. IN ADDITION, ANY NON-STORMWATER DISCHARGES WOOD 1302.4 FG 1 302.6 ` N I FEN 1302.4 FG 130 . FG , O ASSOCIATED WITH CONSTRUCTION-RELATED ACTIVITIES MUST BE PREVENTED FROM REACHING STREETS, CURBS, GUTTERS, AND I 102 a `� 130 ''� ALL OTHER STORMWATER CONVEYANCE SYSTEMS. ROUTINE STREET CLEANING SHALL BE PERFOMED BY DRY METHODS ONLY FG FG SNOOD FG ;: �,�„ FG (I.E. STREET SWEEPING). IF STREET WASHING IS REQUIRED, APPROPRIATE BEST MANAGEMENT PRACTICES (BMPS) SHALL BE I FL 1 ' INSTALLED TO DIRECTLY ADDRESS THE WASHWATER, OR AS DIRECTED BY THE CITYS NPDES INSPECTOR. I FG 1302.4 1301.5 1301• ; . .,. R• 4 1302. FG FL GB �'� .n 9. ALL CONSTRUCTION ENTRANCES SHALL BE STABILIZED (I.E. GRAVEL, SHAKER PLATES, ETC.) YEAR-ROUND TO PREVENT MUD, GF=t �0 1301, ,64 SEDIMENT AND DUST FROM BEING TRACKED OUT OF THE SITE BY VEHICULAT TRAFFIC. 1301.1 FL GB p� 1N2,2 ' ,o ,xu.0 FL/G8 FG s' 4 .961 .r 10. ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK DAMS, SILT FENCES, DESILTING BASINS, CURBS, GUTTERS, I FL7. �i. FS STREETS, BROW DITCHES, TERRACE DRAINS, AND OTHER PRIVATE AND PUBLIC STORMWATER CONVEYANCE SYSTEMS PRIOR TO I 1302.60Tw FGFS . AND AFTER EACH RAINSTORMS. DRAINAGE INLETS SHALL BE PROTECTED TO PREVENT SEDIMENT AND DEBRIS FROM ENTERING I 1300.60TF 4 ' 4 �a I � .� •o e� � 4 Fs woos DOWNSTREAM STORMWATER CONVEYANCE SYSTEMS. I _ 5 I \ O 12'22 56 FENCE 11. THE DISCHAGER SHALL CONDUCT OPERATIONS IN SUCH A MANNER THAT STORMWATER RUNOFF WILL BE CONTAINED ON I R=100.00' I 1=21.61' � �'"f �p FS SITE THROUGH DESILTINGS BASINS, EARTH BERMS, ETC, OR FILTERED THROUGH A SERIES OF BMPS, SUCH AS SAND/GRAVEL I 1300.59 ,FS c, .SO + -t / BAGS, SILT FENCE, FIBER ROLLS, FILTER CLOTH, ETC., TO THE STORMWATER SYSTEM, I TC F5 ►:� TC �'��' I ,300. F� 12. THE DISCHARGER SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASSTC I I .,�9 �� ONTO AREAS WHERE IMPOUNDED WATER, DUE TO EROSION AND SEDIMENT CONTROL DEVICES, CREATES A HAZARDOUS I �• N '- (p �6 CONDITION. CONFORMANCE WITH THE REQUIIREMENTS OF THIS PLAN SHALL IN NO WAY RELIEVE THE DISCHARGER FROM HIS I I � 130 RESPONSIBILITIES TO THIS SITE AND PROTECTING ADJACENT PROPERTIES. I � g N ar '�0) 4" AREA DRAIN� W/ ATRIUM GRATE 13. TEMPORARY OR PERMANENT DESILTING BASINS SRE TO BE CONSTRUCTED, IF APPLICABLE, PRIOR TO GRADING OPERATIONS I 1MO•� .9 M TC TC � T� TW P AND SHALL HAVE A MEANS FOR DEWATERING TO PREVENTING OVERFILLING BETWEEN STORM EVENTS. I S I 4L 'QD -,. LAN ER 14. STORMWATER RUNOFF FROM GRADED AREAS SHALL NOT BE CARRIED OVER GRADED SLOPES. TEMPORARY EROSION AND I TC FF a r ,3 �` T SLOPE SEDIMENT CONTROLS ARE REQUIRED ON ALL MANUFATURED SLOPES UNTIL 70 X VEGETATIVE COVER HAS BEEN ESTABLISHED OR I � N 303 L f �- o) I 50 R AS DETERMINED BY THE CITY'S NPDES INSPECTOR. SLOPES MUST HAVE EROSION AND SEDIMENT CONTROLS IN PLACE PRIOR I 2 G) 12» WIDE x 3» DEEP TO OCTOBER 1. SLOPES CONSTRUCTED AFTER OCTOBER 1 SHALL HAVE EROSION AND SEDIMENT CONTROLS AS THE I 1300, (s/ EARTHEN SWALE CONSTRUCTION OF SLOPE PROGRESSES. ALL GRADED SLOPES 3' OR MORE IN HEIGHT SHALL INCLUDE, BUT NOT BE LIMITED I O TC v `r TO SEEDING MULCHING, SOIL STABILIZERS, SOIL BINDERS, VEGETATION, OR HAVE EROSION CONTROL BLANKETS, SUCH AS I I BLOCK WALL PER STRAW, COCONUT, STRAW/COCONUT COMPOSITE, POLYPROPYLENE MATS, OR OTHER ACCEPTABLE MATERIALS INSTALLED, JUTE I SANJAY COURT tt.4' MEASMEASUREDRED .� •" » PVC C.O.T. STD. DWG. NETTING SHALL NOT BE USED AS A STAND-ALONE EROSION CONTROL. IN ADDITION, SEDIMENT CONTROLS SHALL BE PLACED ALONG R/W �ti U PIPE AT THE TOE OF THE SLOPE AND IN INCRIMEMENTS OF 10 FEET MEASURED VERTICALLY ON THE FACE OF SLOPE FOR GRADES I ob 0 I OF 3:1 AND GREATER. I t 'Owm 13M.46 TC 15. PAVED STREETS, SIDEWALKS, AND OTHER IMPROVEMENTS SHALL BE MAINTAINED FREE OF LOOSE SOIL, TC TC �.• �•• N 'r ' CONSTRUCTION-RELATED MATERIALS, DEBRIS, AND WASTE AT ALL TIMES. MATERIAL STORAGE AND WASTE HANDLING AREAS Ix v�• 4» 90• I .. y O PLA SHALL BE ESTABLISHED. APPROPRIATE SECONDARY CONTAINMENT SHALL BE IMPLEMENTED FOR MATERIALS HAVING A I W ,su s R=5,(r BEND POPOTENTIAL FOR SPILLS OR LEAKS. CONCRETE WASH-OUT PITS SHALL BE CONSTRUCTED, IF APPLICABLE, AND SHALL BE \ �•� �s L=10.3 L I .■..� » I �• 4 PIPE LOCATED AWAY FROM STREETS AND SIDEWLK RIGHT-OF-WAYS. I `. I O THRU 4 '" / BACKFILL, FOOTING IZ 16. EMERGENCY ACCESSES SHALL BE MAINTAINED AT ALL TIMES (INCLUDING ACCESS TO NEIGHBORING PROPERITES) I � � Q) WALL & WALL DRAIN PER r� PORTABLE J 17. NO OBSTRUCTION OR DISTURBANCE, OTHER THAN FILTERING BMPS, SHALL OCCUR TO AN EXISTING PUBLIC, OR PRIVATE, I Q .) r C.O.T. STD. DWG. ADEQUATE TEMPORARY PERMANENT DRAINAGE I REST ROOM STORMWATER CONVEYANCE SYSTEM DURING THE RAINY SEASON, UNLESS Q / I � TC � `"�� DETAIL AREA DRAB FACILITIES HAVE BEEN APPROVED AND INSTALLED TO CARRY SURFACE WATER TO THE NEAREST PRACTICAL STORMDRAIN OR I _.___. NATURAL WATER COURSE. I _._ �P�0 % R=6.5' AT BACK OF WALL ' 130 L-9.a i 3.0 18. FILL AREAS SHALL HAVE EROSION AND SEDIMENT CONTROLS IMPLEMENTED WHILE BEING BROUGHT UP TO GRADE TO I ELIMINATE, REDUCE, AND CONTROL EROSION AND THE SILTATION OF DOWNSTREAM FACILITIES AND ADJACENT AREAS DURING I 1 CONSTRUCTION PHASES. THESE MEASURES MAY INCLUDE, BUT ARE NOT LIMITED TO, TEMPORARY DOWNDRAINS, EITHER IN TME � ON I f� TI o 0 FORM OF PIPES OR PAVED DITCHES WITH PROTECTED OUTFALL AREAS; EARTH BERMS AT THE TOP OF SLOPES TO ADDRESS I -_ f ' IN AREAS TO DESILT RUNOFF; I � � •h 1 CONSTRUCT 3" ASPHALT OVER 4" CL II AGGREGATE BASE SURFACE RUNOFF; EROSION CONTROL BLANKETS; SEEDING OR MULCHING, CONFINED PONDING I Q TEMPORARY CHECK DAMS AND FIBER ROLLS TO FILTER RUNOFF; SAND/GRAVEL BAG PROTECTION AROUND INLETS; AND I R=6.5' 2 CONCRETE SIDEWALK PER CITY OF TEMECULA STD. 401 APPROPRIATE GRADING TO DIRECT DRAINAGE AWAY FROM THE EDGE OF THE TOP OF SLOPES SHALL BE CONSTRUCTED AND L-10.0'I /� 3 CONCRETE DRIVEWAY PER C.O.T. STD. 207 I MAINTAINED ON THOSE FILL AREAS WHERE EARTHWORK OPERATIONS ARE NOT IN PROGRESS. I / I I 4 PAVEMENT STRIPING PER CITY REQUIREMENT 73 74 .. � 1DRIVEWAY 19. THE DEPARTMENT OF PUBLIC WORKS APPROVAL OF THIS PLAN DOES NOT RELIEVE THE DISCHARGER FROM HIS/HER I PAD 1302.1 PAD 1302.5 � ,�' 5 CONCRETE PAVING FOR PATIO OR RESPONSIBILITIES FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE I t,�, y REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE DEPARTMENT OF PUBLIC WORKS FOR APPROVAL. I ® �3� 6 CONCRETE WHEEL STOP IA 20. THE DEPARTMENT OF PUBLIC WORKS RESERVES THE RIGHT TO MAKE CHANGES OR MODIFICATIONS TO THIS PLAN AS I 1 NOTE� DEEMED NECESSARY. I I I SURFACE WATER TO DRAIN AWAY FROM BUILDINGS I I � p 20 40 60 $0 I 1 ------------ 1 LD05-102GR LD04-205GR Medofer Engineering, Inc. I BUILDING AND SAFETY I .14 TC REVIEWED FOR 28610 Midsummer Lane COMPLIANCE WITH TITLE 24 DISABLED I I ACCESSIBILITY ONLY Menefee CA 92584 I I 909-816-5830/951 -301 -6792 fax APPROVED BY:I .�L. � I � medofer-engOcomcast.net WDID # 9 33C322766 NAME DATE U n d e rg ro u n d Service A I e rt CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE SEAL: Designed By Drawn By Checked By Drawing No. 'IV?go EssioA, RECOMMENDED BY: DATE. �� CITY OF TDEPARTMENT OF PUBLIC WORKS 4a_ADD RET. WALL, REV. FF ELS, DWY �p �` A. M f �� M.A.I . M.A.M. M.A.M. IM SLOPES, PROD. LABELS Horizontal ���-,�,P �o,� �y - Cvll. TOLL FREE Contractor �, c•� Pons Prepared Under Supervision Ot „ _ _ ACCEPTED BY: DATE: S 2#L�� TRACT NO. 25004 SEE SHEET 1 - 20' W No. 47604 r ate: i� as RONALD J PARKS SITE AND PRECISE GRADING PLAN 1 80Q oz DEPUTY DIRECTOR OF PUBLIC WORKS Inspector ExP. 12-31-OS MICHAEL L A. MEDOFE `������� '•�`�'• I j� Vertical * * r•, ,.;,...Y.F 227-2600 `� p MODEL COMPLEX (PA04-0526) Dote Completed orf FO�� R.C.E. No. 47404 Expires 12/31/05 R.C.E. No. 16744 Ex inn ! 30 OS ��, ::� o::... Sheet 2 of 2 NA OF C A�� p � Y IG LOTS 759 769 779 78 AND 79 TWO WORKING DAYS BEFORE OU D