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HomeMy WebLinkAboutTract Map 22915-1 Lot 89-91 Precise Grading GRADING NOTES D 1. ILL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE CHAPTER 70, AS O AMENDED BY ORDINANCE 457. 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE 1x. DRAINAGE Li SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. I MAXIMUM CUT AND FILL SLOPES - 2:1. 4. PROVIDE A 5' WIDE BY 1' HIGH BERM OR EOUtVALENT ALONG THE TOP OF ALL FAL SLOPES OVER 5' HIGH. �► a O D UNA 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS h c�� BG ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND 1tl► y WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. + �,� 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA 7, 'f� t^ ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH O <Q GRADING IN ACCORDANCE WITH THE APPROVED ROUGH GRADING PLAN PRIOR TO .o ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE. GRADE, ELEVATION AND LOCATION OF CUT AND FILL SLOPES. 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YEAR 0 STORM FLOWS, ALONG 0 VON ROW e. FINAL COMPACTIONTOP OF CUT REPORTMALL BE REQUIRED FOR ALL FILLS GREATER THAN ONE rttA FOOT. 9. ALL GRADING SHALL BE DONE IN CONFORMANCE MATH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY PACIFIC SOILS DATED 12/9/91 PROJECT SITE TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN 1UNITYMAP CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. N.T.S. 10. THE CONTRACTOR SHALL NOTIFY THE QTY OF TEMECULA ENGINEERING DEPARTMENT, TELEPHONE (714) 694-6411, AT LEAST 24 HOURS IN ADVANCE MAP / REQUESTING FINISHED LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. N.T.S. 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND 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 .l'' INSTABILITY IN ACCORDANCE WITH ORDINANCE NO. 457 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. dO 13. FINISHED GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS / THAN 1/2- PER FOOT FOR A MINIMUM OF 3 FEET. 14. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN D� CLEARED OF WEEDS, DEBRIS. TOPSOIL AND OTHER DELETERIOUS MATERIAL. 15. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO EARTHWORK OUA , \ FUNCTION, ESPECIALLY DURING STORM CONDITIONS_ PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING A PA" PROPERTIES DURING GRADING OPERATIONS. CUT FLL16. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE .000, Q4 PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT. IN ADDITION TO GROUND COVER, SHALL BE PLANTED VOLUIIE 230 CYS 250 CYS WITH APPROVED TREES, SHRUBS OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS; TREES. 20' ON CENTER; COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT 07 IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C.. CHAPTER 10.r. 17. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 1a. APPROVAL OF THESE 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. G NOTICE TO COLI I C 613 82 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PMES OR OTHER STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE 9 86 m e4 RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT A PM A PAff AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE CAUTIONARY MEASURES TO PROTECT UTILITIES SHOWN AND ANY OTHER UTILITIES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. LEGEND � � J P PAD 1"Ill TC TOP OF R �[ FL FLOWLRE FP HGH POINT FF FINISHED FL P=1oo0.o P='A .o M. N. MIN. . M. .• • Mi GFF GARAGE FINISHED IFLOOR FF-1000.50 P=12A 0 FF=1000.50 FS FINISHED SURFACE ,, FF-1000.so S0'° s- � D A OV�E'PA 4ILr FG FINISHED GRADE DEEPENm MOM (WRIES DEEPENED FDVT1Nc (VA GB GRADE BREAK „ FS pox �Ax �,,� %VA "� T° ,�' % 0 p WATER METER SEWER CONNECTION MD I TOTAL FDOliNc l iM� DEPTH PER ARCH. PLANS + EXTRA D.F. PER PRECISE GRADE PLANS TELEPHONE AND ELECTRIC � No11r: 1amIL >eooTlNc eErTr� DE*T11 PER MCM. � + QZRA D.F. MR PRECISE � tt�ls 24 SIDEYARD DRAINAGE DEEPENED FOOTING TYPICAL SIDEYARD DRAINAGE AT TOP OF SLOPE 7 LOT NUMBER 2 R UNIT TYPE All ELEVATION STREET LIGHT FRE HYDRANT Q CONSTRUCTI6N NOTE TYPICAL LOT DRAINAGE AND SETBACK DETAIL Tr To 18' ' TYPICAL REARYARD BERM BENCHMARK SOILS ENGINEER mwwm my- ATE 3/ 9t— CIVIL ENGINEERR-� REVISIONS PREPARED FOR: PREPARED BY: COUNTY OF RIVERSIDE B.M. NO. T-28-11 �•s%� CITY OF TEMECULA SHEET 2 1/2' BRASS DISC IN CONC. CYLINDER LOCATED PROD TRE PMPAI6 Irk TM'' ' INTERSECTION OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 1.8 PACIFIC SOILS TRACT NO. 22915 1 1 MILES N.E. ON RANCHO CALIFORNIA ROAD TO THE INTERSECTION >iTEWART s TAYLOR WOODROW HOMES RANCHO CALIFORNIA ROAD AND MARGARITA ROAD, IN THE N.W. COR. 7370 OPPORTUNITY ROA :' =r OF THE INTERSECTION 1' E. OF A 7' CHAINLINK FENCE, 21' X 16' C��/ N �Y �Y �0�+ ��,� ' �� PRECISE GRADING AROUND SO. CALIF. GAS VALVES. 40' N. OF P.P. (NO �) 94' N. SUI pT,r � ,��, � � ,,. . 3991 MAC ARTHUR BLVD, OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. FIBERGLASS SAN DIEGO CA. 92?fl No 1 '1 MODEL COMPLEX OF WITNESS POST SET 1' W. OF MONUMENT. _ Fl NO. W254 %� NEWPORT BEACH, CA. 92660 ssocfatCS Irv�nC, Ian (619) 560-1713 �. DATE 6/30/92 O _ _ i. BASIS OF BEARINGS DATE= BY MARK APPR. DATE (714)752 7363 LOTS 89 93 2 SHEETS THE BEARING OF N69'08'00'E ALONG A PORTION OF THE CHARD SAKER DA P/9aalad • BafflfDmfaf . Som7faa CENTERLINE OF RANCHO VISTA ROAD AS SHOWN ON PARCEL MAP p /�.C• 061 ENGINEER REVISIONS CITY NUQHFs IRVINE.CwLIFORMw 1271! (f14) llLI010 N0. 22514 RECORDED IN BOOK 145, PAGES T THROUGH 85 of EAPR�S /30193 W.O. 42-79 DRAWN Ell CXW PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, A � DESIGNED BY: CLW DRAWN BY: CLW CHECKED BY: RHW.O. 042-79 DATE: FEB 1992 DOC. NO, 32395 WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP. GATE 12/91 CHECKED 8� CLW i I 1 i CONS I RElC7WN NOTES DAVM O CONST. 3" A.C. OVER NATIVE SOX 1. MINIMUM PARKING L T GRADE SHALL BE ONE (m) PERCENT. 2. AN APPROVED SOIL TERILIZER SHALL BE USED ON ALL SUBCRAOE SURFACES © 6' LONG TEMPORARY WHEEL STOPS TO BE INSTALLED, PRIOR TO PLACEME T OF PAVING. 1 PER SPACE, 2- IN FROM EDGE OF PAVEMENT. 3. ASPHALTIC EMULSIO (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN (14) DAYS FOLLOW! G PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE © INSTALL 3" PVC SCHEDULE 40 DRAIN PIPE UNDER SIDEWALK DRAIN. APPLIED AT A RA OF 0.05 GALLONS PER SQUARE YARD, ASPHALT EMULSION SHALL CONFORM T0 SECTIONS 37, 39 AND 94 OF THE STAT_ STANDARD SPECIFICATION'S. 4. THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE CITY OF TEMECULA • OUAN IESDEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT PERMIT FOR ALL WORK WITHIN CITY RIGHTF WAY. S. TWO SPECIAL INSPECTIONS ARE REQUIRED BY THE DEPARTMENT OF PUBLIC WORKS: O 3" A.C. PAVEMENT 4<330 SQUARE FEET ONE INSPECTION AT THE TIME THE BASE IS PLACED AND THE SECOND WHEN THE O A.C. HAS BEEN PLACED. WHEEL, STOPS 9 VM-TEFL STOPS 6_ THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA AND R LOCATION AND COST OF ALL EXISTING UTILITIES. THE CITY © 3` PVC SCH. 40 GRAIN PIPE 12 LINEAR FEET SHALL BE INFORMED 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION AT (714)694-6411. AP ��. nV1G Igo� IRRIGATION WATER VMLL NOT RI ACROSS WALKWAYS. do vy S'C'ALE= i" = 30' tis ,r► _ PERMIT LIMITS & � G Hp 0�t � o • � s 1 1P2�6 6 O P=T2>51.0 ♦ � � �b 6 p s° _ •� A `B b. Fs voA P. a do 40 dab oow� / , C ti /�. Cad' 37.4TC do ►G- � \ P=T287.3 1 b° \ 4.44' 50.00 15.20' 62.7p 00,04 SSL s \ J �3 p dt CIVIL ENGINEEpwmm 066 CITY OF TEMECULA SHEET TRACT NO. 22915-1 2 ar Mo. ,7061 PI PRECISE GRADING lf3 Aq z APPROVED BY: DATE. 3 MODEL COMPLEX OF ICHARQ �► DA LOTS 89-93 2 SHEE'R'S RICE 17061 ~ � CIOTYGOF TEMECULAART, DEPUTY CI ENGINEER W.O. 042-79 DATE-- DEC. 1991 $CAL. 1"=30 DOC. NO. 52395 EXPIRES 6/30/93 R,C.E NO. 37254 EXP. DATE: 6/30/92