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HomeMy WebLinkAboutTract Map 32436-1 Precise Grading (2) GRADING NOTES Tract _ 1 . ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE 1998 CALIFORNIA Nos . 39436 1 215 �l BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23, 7 15 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 1%. HARV STON HAS 3 ENTRANC DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL �► y SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. reciseGr a an o 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1 . 15 ac , 4. PROVIDE AS APPLICABLE CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED In City of T State of C a i ornia SLOPES OVER 3 IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS 7 TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. �pt� 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S p PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. �- ' SLOPE MAINTAINED 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE WALL. PER W A v LAN 15 BY HOA VICINITY MAP, PRELIMINARY SOILS INVESTIGATION BY LEIGHTON AND ASSOCIATES DATED 2/17/04. LANDSCAPE ARCHITECT "50NOT TO SCALE TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE I '� i PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN 11 32 v I00, N WALL PER RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN •• LANDSCAPE ARCHITECT CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. SLOPE MAINTAINED 97 69 ,r''r 3 03.2 LEGEND 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 BY HOA %I TC• 4 TB HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. 04.8 > r' 7 5 7RA 3 2�3 6� j TOP OF CURB 0000.00 THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE TB 97 04 5.62' , t TC FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (909) 694-6411 . N 05.2 vi97.93 1° TC FINISHED GRADE FG 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION TB 20' FGA 00.40 TW TOP OF WALL TW AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY TRACT 32436-F 2 px 97.4 FG 14 DURING THE GRADING PHASE. 5' 7' 38 � B �, .5 B TOP OF BERM TB 11 . POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, 01 .00 TW A 4-77 WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOFIN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. 98.0 FG § WALL PER SLOPESLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS A 05.2 A : cp" - ' } 00.'40 TW EC LANDSCAPE ARCHITECT WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. 12 17FG 18 ` , 17 , 97.4 3. SD= = 97.16 1 03.2 12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS • 01 .00 TW C 1 %' s , A _TC BC TB 00.4 TW BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF 97.5 FG 97.14 ' 4; 98.5 FG STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACE, THE TERRAIN - TC EC 1 �. 03.2 VERIZON_ MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. WALL PER 97.22 TB EASEMENT A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL LANDSCAPE ARCHITECT APPROVE PLACEMENT OF FILL. ,\ 97.29 'l TC ECR mw - R/W VARIES 31 / TC BCR 97.46 48 N tVARIES 1 ' 5' 7' 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES VERIZON 05.2 `�' FS 48 - - - - J ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING 97.53 W PER - -60 ^ - -" - _ 3 AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING T FS• APE ARCHITECT O / PAD o GRADING OPERATIONS. d'- ; cv - . a z 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. _ _30 WALL PER ; DD.4 TW Mqk m LANDSCAPE ARCHITECT � , � 99.2 FG 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS 01 .00 TW k 2X ( 1 .5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED 98.0 FG r CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL 98.46 \L9% �SLOPES OVER 30' IN VERTICAL HEIGHT. 01FS TCCR .00 TW 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION 98.0 FG OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO EXISTING 97.63 97.87 j v SECTION A-A ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT RETAINING WALL TC ECR FS GROUND SHALL BE GIVEN. . EXISTING NOT TO SCALE 17. EROSION AND SEDIMENT CONTROL. THE PERMITTEE SHALL ABIDE BY ALL OF THE REQUIREMENTS OUTLINED IN THE CITY OF TEMECULA EROSION AND SEDIMENT CONTROL STANDARD NOTES SCE VAULT - THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTURCTION ACTIVITIES, IF APPLICABLE. 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. YNE () AD NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 3i5 r' f , 316 VARIES +,'; 7' 5' 1 ' VARIES 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO /i J COMMENCEMENT OF ANY CONSTRUCTION/GRADING. ' r Q 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A Q z PAD PUBLIC RIGHT-OF-WAY. ----� --- " - , _. o ,� �P E 21 . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT m 2 AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONSx DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL o BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. N N 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE AND CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE CONTRACTORCLEARANCEES/FFROMRTHHESELOPER IS AAGENCIESRPRIORSTOLANYOSITE AINING THE DISTURBANCESPOROPRIATE GRADING. NOTE SLOAREPES TO BETHIN LOTS MAINTAAINEDIBY2,49 HOA AND 50 SECTION B-B SCgQ , SLOPES WITHIN LOTS 30 AND 48 ARE TO NOT TO SCALE o BE MAINTAINED BY TCSD. o ASSESSORS PARCEL NUMBER: Z PORTIONS OF 916-410-005; 916-410-006; 916-410-007 ro i U LEGAL DESCRIPTION W Z 20 0 20 40 60 Q LOTS 5 AND 6 OF TTM 29639-2 AS SHOWN IN BOOK 345, BASIS O BEARING NOTE PGS. 1-19 OF MAPS RECORDED IN RIVERSIDE COUNTY, CA. w THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42°51 '35" WEST GRAPHIC SCALE K' FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN a ON A MAP OF TRACT NO. 29286, MB 298/86-89. N U W PLANNING DESIGN ■ CONSTRUCTION OWNER / DEVELOPER Z_ LENNAR COMMUNITIES 40M couNTY CENTER DRIVE 391 N. MAI N ST. , SUITE 301 i TEWCUL , CONSULTING 951.676.8042 • FAx 95167 7240 Awww2FiBFcom CORONA, CA 92880 j (951 ) 817-3600 0 Z Q J CONSTRUCTION RECORD DATE BY REVISIONS DATE ACCT BENCH MARK SCALE Q�,OFESSIp�, DESIGNED BY DRAWN BY CHECKED BY LD06-028GR o p T M. DOTY M. DOTY J. TANNER RECOMMENDED BY: DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN ��, el SHEET NO. CONTRACTOR CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL ,� r PLANS PREPARED UNDER THE SUPERVISION OF COUNTY BENCH MARK T-46-81 RESET 1997" ACCEPTED BY: Z3 O'6 4 o v�- DATE: EASTERLY OF THE CENTERLINE OF SR-79 AT =20' _ --- PRECISE GRADING PLAN o „ v r+i INSPECTOR THE SOUTHEASTERLY CORNER OF THE,BR I DGE 1 ; � DATEExp. 06/30/06 : 3 2 2 OCA RONALD J. PARKS _ LO OVER SANTA GERTRUDES CREEK; 4.5 DEPUTY DIRECTOR OF PUBL I C WORKS TRACT 32436 AND TRACT 32438-1 NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL 'ft' pl y t` .��� ENGINEER'S NAME DATE COMPLETED CONCRETE SIDEWALK. t ©� �,= := HARVESTON PHASE 3 ENTRANCE o _ F p `1E R.C.E. NO. 60132 EXPIRES: 06/30/06 R.C.E. NO. 19744 EXPIRES: 9-30-07 rf�; a ELEVATION - 1097.163 N/A F C A ,.w OF 1 SHEETS