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HomeMy WebLinkAboutUnit 2-6 - PreciseGrading18. DURI NG UGH G A 1 M OF'EFZAT s FOR ALL F I LLS OVER 1' DEEP. IF AN ELEVATION WITH RE5PECT TO AOJA CENT GROUND SURFACE 19 . MODELS SITE PLAN & PRECISE GRADING PLAN - GRADING NOTES F.S. FINISH SURFACE TEMECULA' S ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF 21. NO OBSTRUCTION OF FLOOD PLAW5 OR NA 1. ALL Q2AD I NG SHALL CONFORM TO THE UVIFORM BUILDING CODE, 17. NO FILL SHALL BE PLACED ON EXtSTi 6RDUND UNTIL TH AE NO. - 26861 1 GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. F.F. I BENCHMARK T - 2 - 81 ELEV. = 1052.514 $� DESCRIPTION ON SHEET N0. 1 CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION i DATE 1 G -F. CHAPTER 70. AS AMENDED BY ORDINANCES 457. GRDUND HAS BEEN CLEARED OF WEEDS EBRI5, TOP501L,AND OTHER PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YR. 0 STORM 2. MINIMUM BUILDING PAD AND DRAINAGE SHALE SLOPE SHALL 8E =12. DELETERIOUS MATERIAL. 1 CITY OF T DRAINAGE SWALES SHALL CICA MINIMUM O 0 F 2' DEEP AND BE D A RD R N PCT1 R OR 0N A ° ' 10 I TD CbN3TRU CONSTRUCTED A M I N I MUM OF 2' FROM THE TOP OF CUT OR F I LL OF PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINA6E CONTROL SLOPES. 9NOULD BE PROVIDED TO PREVENT PONDI WATER AND DAMAGE TO ADJACENT PROPERTIES. 3. MAXIMUM CUT AND FILL SLOPE - 2.1. 19. ALL EXI5TING DRAINAGE COURSES ON THE PROJECT 51TE MUST CONTINUE TO FUNCTION, ESPECIALLY DURING STORM COIN DITION5. PROTECTIVE MEASURE5 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQU I VALENT ALONG THE TOP AND TEMPORARY DRAINAGE PROVISIONS MU5T BE U5ED TO PROTECT OF ALL FILL SLOPES OVER 5' HIGH. ADJOINING PROPERTIES DURING GRADING OPERATIONS. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT 20 A REGISTERED CIVIL ENGINEER SHALL SJBMrT CERT IFI CATIO N OF SOILS ENG I NEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN BUILDING PAD ELEVATIONS. WHERE 5PE IFIC ELEVATIONS ARE REQUIRED, PROPERLY PLACED AND WHO SHALL SUBMIT A F I NAL COMPACTION REPORT THE ELEVATION (WITH RESPECT TO MEA SEA LEVEL) SHALL BE GIVEN Underground 8ervlce Alert Call- TOLL FREE 1-800 422-4133 TVM wORRllrO DAYS WFORE YOU M 3� 2 PAD = 52.5 FF =53.0 h h O 0 LrFS2.S TYPICAL LOT GRAD/NG SCALE.' /" - 20' VICINITY MAP INDEX MAP SCALE: 1' = 100' V 2 LEGEND FOR ALL F I LLS OVER 1' DEEP. IF AN ELEVATION WITH RE5PECT TO AOJA CENT GROUND SURFACE 19 . F.G. FINISH GRADE REQUIRED, T14E ACTUAL DISTANCE ABOVE TH FADJACENT GROUND 5HALL BE GIVEN. 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF F.S. FINISH SURFACE TEMECULA' S ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF 21. NO OBSTRUCTION OF FLOOD PLAW5 OR NA RAL WATER COUR5E5 SHALL 999. COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED BE PERMITTED _ (� FILE NO. GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. F.F. I BENCHMARK T - 2 - 81 ELEV. = 1052.514 $� DESCRIPTION ON SHEET N0. 1 CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION i DATE 1 G -F. OF CUT FILL SLOPES. DESIGNED BY DRAWN BY CHECKE BY 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YR. 0 STORM FLOWS, ALONG TOP CUT OF SLOPE. 1 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE SOILS REPORTS BY GEOSOILS, INC., DATED OCTOBER 17, 1989, MARCH 6, 1990 AND JULY 1, 1991. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN 1 RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE Z) IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY O SOILS REPORT. I to 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND 01 DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. PHONE: ( 714) 694400 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND I FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH TYPE .,C.. MRB PER RIMRJIAlE ORDINANCE NO. 457 PRIOR TO THE APPROVAL OF F I NAL INSPECTION. CO. STD. /V0. ZOZ 1 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. I 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/2• PER FOOT FOR A MINIMUM OF 3 FEET. I 14. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 15. PURSUANT TO THE CITY OF TEMECULA ORDINANCE NO. 90-12, THE DEVELOPER SHALL INSTALL ALL REQUIRED CABLE TV FACILITIES. 16. APPROVAL OF TI -ESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. Underground 8ervlce Alert Call- TOLL FREE 1-800 422-4133 TVM wORRllrO DAYS WFORE YOU M 3� 2 PAD = 52.5 FF =53.0 h h O 0 LrFS2.S TYPICAL LOT GRAD/NG SCALE.' /" - 20' VICINITY MAP INDEX MAP SCALE: 1' = 100' V 2 LEGEND OWNER/DEVELOPER PRESLEY OF SAN DIEGO 15090 AVENUE OF SCIENCE SUITE 201 SAN DIEGO, CA. 92128 619/451-6300 SOILS ENGINEER GEO-SOILS, INC. 5741 PALMER WAY CARLSBAD, CA. 92008 619/438-3155 SOURCE OF TOPO: SAN LO AERIAL SURVEYS 4875 VIEWRIDGE AVENUE SAN 'DIEGO, CA. 92123-1867 619/565-1024 DIRECTION OF DRAINAGE CONCRETE WALKWAY TRAP FENCE LEGAL DESCRIPTION A PORTION OF PARCEL 2 OF PARCEL MAP NO. 18993, RECORDED IN BOOK 134, PAGES 13 THROUGH 18 OF PARCEL MAPS. IN RIVERSIDE COUNTY, CALIFORNIA. ENGINEER'S NOTE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A DILIGENT SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. BENCHMARK DESCRIPTION r ELEVATION: 1052.514 DATE 9-13-82 RIVERSIDE COUNTY DESIGNATION: T-2-81 STAMPED ON 2 ! 1/2- BRASS DISK IN CONCRETE CYLINDER. 3.4 MILES SOUTHWESTERN ON HWY. 79 FROM THE INTERSECTION OF MAIN STREET AND FRONT STREET IN TEMECULA. AT SOUTHWEST CORDER OF THE INTERSECTION ON HWY. 79 AND MARGARITA ROAD. 109' SOUTH OF THE STREET CENTER LINE OF HWY. 79 AT THE NORTHEAST FENCE CORNER OF 6' CHAIN LINK FENCE AROUND WELL SITE. 9' SOUTH AND 2' EAST OF NORTHEAST FENCE CORNER. T.B. TOP OF BERM SEAL carr F.G. FINISH GRADE /� C R O 13 B Y Engineers • Planners Surveyors MEAD 5650 El Camino Real, Suite 200 BENTON Carlsbad, California 92008 & ASSOCIATE (619) 438 - 1210 TRACT NO 26861 - 1 CITY OFTEMECULA MODELS SITE PLAN PRECISE GRADING PLAN TITLE SHEET SHEET NO. 1 2 F.S. FINISH SURFACE 3CR MODEL DESIGNATOR 1 999. FINISH PAD ELEVATION .l FILE NO. DATE BY BARK APPR. DATE F.F. FINISH FLOOR ELEVATION BENCHMARK T - 2 - 81 ELEV. = 1052.514 $� DESCRIPTION ON SHEET N0. 1 ENGINEER REVISIONS CITY i DATE ALEXANDER W. 030958 HART M. DATE ��-� G -F. GARAGE FLOOR ELEVATION OWNER/DEVELOPER PRESLEY OF SAN DIEGO 15090 AVENUE OF SCIENCE SUITE 201 SAN DIEGO, CA. 92128 619/451-6300 SOILS ENGINEER GEO-SOILS, INC. 5741 PALMER WAY CARLSBAD, CA. 92008 619/438-3155 SOURCE OF TOPO: SAN LO AERIAL SURVEYS 4875 VIEWRIDGE AVENUE SAN 'DIEGO, CA. 92123-1867 619/565-1024 DIRECTION OF DRAINAGE CONCRETE WALKWAY TRAP FENCE LEGAL DESCRIPTION A PORTION OF PARCEL 2 OF PARCEL MAP NO. 18993, RECORDED IN BOOK 134, PAGES 13 THROUGH 18 OF PARCEL MAPS. IN RIVERSIDE COUNTY, CALIFORNIA. ENGINEER'S NOTE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A DILIGENT SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. BENCHMARK DESCRIPTION r ELEVATION: 1052.514 DATE 9-13-82 RIVERSIDE COUNTY DESIGNATION: T-2-81 STAMPED ON 2 ! 1/2- BRASS DISK IN CONCRETE CYLINDER. 3.4 MILES SOUTHWESTERN ON HWY. 79 FROM THE INTERSECTION OF MAIN STREET AND FRONT STREET IN TEMECULA. AT SOUTHWEST CORDER OF THE INTERSECTION ON HWY. 79 AND MARGARITA ROAD. 109' SOUTH OF THE STREET CENTER LINE OF HWY. 79 AT THE NORTHEAST FENCE CORNER OF 6' CHAIN LINK FENCE AROUND WELL SITE. 9' SOUTH AND 2' EAST OF NORTHEAST FENCE CORNER. ' nLEWAVE: OVC'XM*f5 • RECOMMENDED FOR APPROVAL SEAL carr SEA-- QROF N'�! O `9� = Q �"" I+o 3o9Se Exp. 3-31-92 sl C'V l `� elf Of Ai, ' APPROVED BY ATE 1431(4_ DOUGLAS M. STNART, DEPUTY CITY ENQNEER, CITY OF TEMECULA R.C.E. NO 37254 EXP. DANE 6-30-92 /� C R O 13 B Y Engineers • Planners Surveyors MEAD 5650 El Camino Real, Suite 200 BENTON Carlsbad, California 92008 & ASSOCIATE (619) 438 - 1210 TRACT NO 26861 - 1 CITY OFTEMECULA MODELS SITE PLAN PRECISE GRADING PLAN TITLE SHEET SHEET NO. 1 2 DATE ioUgER4RfDU/!'DERTNfSUPL�RY/S/ONOF: DAA 0-5-91 A.L 7,. prlvats engineer signing thaw plans in rewonsbl. ,or a��Q the accuracy iond city approval oryof the design during con ctl� • prhvte emos.r A" Me ovemt of �d bs rsspenancim�s orr far dst•rminlnp an xesptable solution and rwvfn%9 the plans for apprvvaf by the city FILE NO. DATE BY BARK APPR. DATE CHECKED BY SCALE AS SHOWN BENCHMARK T - 2 - 81 ELEV. = 1052.514 $� DESCRIPTION ON SHEET N0. 1 ENGINEER REVISIONS CITY i DATE ALEXANDER W. 030958 HART M. DATE ��-� [DATE O - 5.9/ FOR W.O. DESIGNED BY DRAWN BY CHECKE BY ' nLEWAVE: OVC'XM*f5 • C o U N r R Y UQ =1054' 53" R=1600. 00' L =304. 80' B ' 9 99 15 ; 16 - I . I 'I I I I I I I WA Y GIL E A=17' 21 `41 " R.=1600. 00' _ L _ L _484. 82 , 99.17 — 5 6'3243 W 6 N2 Ij _ 4 .r` , RIW q 4 h� lf A- FF 52.8 q .9 NP HP � 2 Cr2FF 53.0e g � 3 FF 52 A o —, �2- h 28 `� GF (F 52.1 0 52.1 GF 525 ��� in Ln - ,,_,TYPE "'C"cvRB . c. V 17CLO 014112YO-1, `a .LURE MIM "C.. crIR9 - LOT 2 REC. AREA v r 10 1 I � I 1051.0 J I9 I I 1050.7 J ' 1050.1 � �r2 1 'r.; 1 II I 1030.E � I o I 1051. � I � I I �0-0JI LT -.1- --LT- ;a cel L ANEW 9 20 J' ..............................................I . � � _�►-� �--�`-'i �-�`i �-moi �---�` i ,.L-�Li T 1050.9 I I I I 1�O- I � �� ' 13 � � �oso.a � � 29 � I --II ioso o� � �1. � L � — J ( � 1 0 �� — J J t 050. I L32L230 8 _ J� L27 _ J� 134 — J I \ ----------------------------------------------------- Z-07-- r� FINISH FL00, Mole 0.50' MAISMUCRON AWES: 0 conrsmcr 2w.4. c. area cawperm Ar, ror, Ocv/wTRar6 ,4c. DfA7w. lww RNrwl, wr CWNry .SYO. MO. ?/2. Ocays7vilcr t`P. KC. s1zePyAzA- zlAwR OR.4/N. (?),da -W-00100- R-5-00'.1-785- Underground Ca5.00"La7.d5' Underground 8ervlcs Alert PAD E[ET/oiV � YA �E[EVi9T/oiv P�90 2 � SECTION A -A Call TOLL FREE NO SCA L E 1-800 422-4133 - .. PL A CE- o 20 40 60 so , TWO WORKMO DAYS BEFORE YOU Db ! tSCA _jw SCALE: LE. 1 . sc 20' RECOMMENDED FOR APPROVAL SEAL omy SEpF Essio APPROVED BY DATE 4� C R 0 8 B Y Engineers • Planners Surveyors sir NO. �o o�R w IRP' % TRACT NO. 26861 — 1 7&�� �+jC� MEAD 5650 El Camino Real, Suite 200 CITY OF TEMECULA 2 Q X2 arm EXP. DATE !a B E NT ON Carlsbad, California 9200e Na 30958 MODELS PLOT PLAN 2 Exp. 3-31-92 P�PEWEOMMR 7YESL/PrffPZ5/OA1ac: DATE alp sC �eeoCl�Tae (619) 438 — 1210 at�rrs. nra prrwts wrgfheer algrrhg these plana a raeponslb/s for aaaurhg the accuracy DATE * * PRECISE GRADING PLAN r�a.E Mo. and occeptobOlty of the dssf rr hereon. M the event of d/xrepandea - hibig aft DATE BY MARK APPR DATE CWCKED BY sr,/l C IV I l SCALE � 1 = 20 BENCHMARK T - 2 - Si ELEV. _ os2.s� 4 city approval or during con,trvctton, the private engineer strap be responsible for datermhhg an acceptable volution and rndshg the plana for approved by FNGPI EER REV1310N8 CITY DATE ��►� f OF CA``�O ATE SEE DESCRIPTION ON SHEET NO. I FOR W.O. the city DE8KP*D BY DRAWN BY CMCK BY RCi N0. �Sl QR DATE 3-31-� 8'S•91 'I - t I plim"s COO7t11EaM. III