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HomeMy WebLinkAboutTract Map 22915-2 Lot 44-63 Precise Grade Phase 4 i GRADING NOTES 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE CHAPTER O C TE 70, AS 0 AMENDED BY ORDINANCE 457. 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE 1X. DRAINAGE ❑ SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 3. MAXIMUM CUT AND FILL SLOPES = 2: 1. 4. PROVIDE A 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. ORN�A R 0 D 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS RANCHO CA`1F �G'* ENGINEER WHO SHALL OSHALL CERTIFY BEEN UBMITA FINAL REPORT FORLFILSPROPERLY PLACED OVER 1 DEEP. 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA - F` ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH `sF,Q 0 4 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 Q STORM FLOWS, ALONG ROp,D TOP OF CUT SLOPE. 0 \,ASJ S. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE R ANON L FOOT. 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH 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 VICINITY MAP CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. N.T.S. 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING DEPARTMENT, TELEPHONE (909) 694-6411, AT LEAST 24 HOURS IN ADVANCE INDEX 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 INSTABILITY IN ACCORDANCE WITH ORDINANCE NO. 457 PRIOR TO THE APPROVAL EARTHWORK QUANTITIES PERMIT LIMITS TR�4C4 ������ 1 OF 12. DUSTNAL SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. CUT FILL. 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 VOLUME- 600 CYS CLEARED OF WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL. O51 15. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO 53 FUNCTION, ESPECIALLY DURING STORM CONDITIONS_ PROTECTIVE MEASURES AND 50 O O4g O TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. QO 16. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES ® 54 I OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED 5 WITH APPROVED TREES, SHRUBS OR COMBINATION THEREOF. SHRUBS SHALL BE 44 _ _ _ PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT 55 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 iDovoo >'► ®7 COMMENCEMENT OF ANY CONSTRUCTION/GRADING. / g 18. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE 59 APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF 60 ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE QCT 22913-2 62 61 � APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY OENGINEER FOR REVIEW AND APPROVAL. 63 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT PERMIT LIMITS CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS PM do ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE P.R NO. 225% IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR OTHER STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT UTILITIES SHOWN AND ANY OTHER UTILITIES NOT OF RECORD OR LEGEND NOT SHOWN ON THESE PLANS. P PADS'° TC EXISTING TOP OF CURB �1 ISS L WN. TC TOP OF CURBFL FLOWLINE a_ HP � POINT tx IN _ 5' MMI. 5' MIN. T MMI. FF FINISHED FLO 10 1A 3A 3' MIN. MIN. 2' MIN. 3' MIN. 4' MIN. 3' YIN. P=1000.0 P-1000.0 GFF GARAGE FINISHED FLOOR FF-1000.50 P=1000.0 FF=1000.50 FS FINISHED SURFACE w FF=1000.50 50'0 $ FF 6' MIN. COMPACTED 6' MIN ABOVE PAD 6' MIN. FG FINISHED GRADE 5 53 PAD 6 MIN. Z DEEPENED (VARIES DEEPENED FOOTING (VARIES GB GRADE BREAK m �,,� INAVARIES 12' TO 18- WATER METER -Jj � SAX. .1.3 _ 2p7� W,AX• (SEE PLAN) �dLS REPORT N0. Z07G >AAx- S� CONNECTION NOTE: TOTAL FOOTING DEPTH- DEPTH PER ARCH. PLANS + EXTRA D.F. PER PRECISE GRADE PLANS g� HO AND ELECTRO CONNECTION 24 NP. �♦ NOTE: TOTAL FOOTING DEPTH- DEPTH PER ARCH. PLANS + EXTRA D.F. PER PRECISE GRADE PLANS S�EYARD DRAINAGE DF DEEPENED FOOTING TYPICAL SIDEYARD DRAINAGE AT TOP OF SLOPE 7 LOT NUMBER +''"` z a ° 2 R UNIT TYPE AND ELEVATION R °- STREET LIGHT yYa FIRE HYDRANT 4' MIN. CONSTRUCTION NOTE TYPICAL LOT DRAINAGE AND SETBACK DETAIL ■ DEEPENED FOOTING ROUND OFF TOP EXISTING 2:1 SLOPE-CUT/FILL NOTE: ALL UNITS WILL HAVE ROLL LIP GARAGE DOORS. 12" TO 18" 2% MIN TYPICAL REARYARD BERM BENCHMARK SOILS ENGINEER APPRovm BY: DATE: -1 gs CIVIL ENGINEER REVISIONS PREPARED FOR: PREPARED BY: CITY OF TEMECULA SHEET COUNTY OF RIVERSIDE B.M. N0. T-29-81 J �' 2 1/2" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE PIMPAFUM l� 1d INTERSECTION OF FRONT ST. AND RANCHO CAUFORNIA ROAD. 1.8 PACIFIC SOILS unsafer MILES N.E. ON RANCHO CAUFORNIA ROAD TO THE INTERSECTION OF RA A, CASEY TAYLOR WOODROW HOMES TRACT NO. 22915-2 1 RANCHO CALIFORNIA ROAD AND MARGARITA ROAD, IN THE N.W. CDR. 7370 OPPORTUNITY ROAD �,p I Cro l I OF THE INTERSECTION 1' E. OF A 7' CHAINLINK FENCE, 21' X 16' PF&CF �l� SUITE N A� PRECISE GRADING AROUND SO. CALIF. GAS VALVES, 40' N. OF P.P. (NO i) 94' N. cxr�r of TEJI�cuu► 3991 MAC ARTHUR BLVD■ OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. FIBERGLASSSAN DIEGO CA. 92111 NEWPORT BEACH CA 92660 OF WITNESS POST SET 1' W. OF MONUMENT. � (619) 560-1713 R� NO. 4"m �' �, 12-1f3 ssocistes IfWne, InaBASIS OF BEARINGS E7CP. DATE a/av>oe e- DATE BY MARK APPR. DATE (714)752-7363 LOTS 44 - 63 THE BEARING OF N69'08'00-E ALONG A PORTION OF THE RICHARD SA DATE Plannin • Ea eerla • S 2 SHEETS CENTERLINE OF RANCHO VISTA ROAD AS SHOWN ON PARCEL MAP R.C.E. 17061 ENGINEER REVISIONS CITY 8 B utte�faj NO. 22514 RECORDED IN BOOK 145, PAGES 80 THROUGH 85 OF �/ 3 IIUQABS IIVINi� CALIPOtI�IA 9Z11i (11�) St3-1010 PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. EXPIRES 6/30/93 DESIGNED BY: CLW DRAWN BY: CLW CHECKED BY: RH W.O. 042-79 DATE APRIL 1993 DOC. NO. 36302 WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP. i t CONSTRUCTION NOTES AO INSTALL TRAFFIC VALVE BOX, BROOKS MODEL NO. 1-RT OR J do R CONCRETE MODEL NO. 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Ri • �5�0 CT � � 5 --------------- 1 11� Hyl 1 •7 \"�`\ � pp0 r' � DFS �"! �i1h. b k Q _i/ ,`�� G 5.79 'ti- 6p 16x ti' ,13 6 fF�131 5 A �ti - FF- �4-7 ,�3 •Nf •" �O 7" � � •�`:�(t:� \ M (�'- 131 �tip 63 N " R .15'3 7 0 1 L A � `�2s FLvas \} p. 4 ='..• s�S'3 ' Q9 �? F5 +<F'13 X4.2 1 14.0 S- 1314.5 1>< 1 HP 00 1 O " � `�! J1/ \ x1314• � �I `S ,\b-E .!1 50 1313.8 1S HPM. 1 3 .'v 1 11• 1314.0 ao OF FL A,%NDN FL 1 "' '; '� �� • p o� 4 FF X1313 0.0'a, 1313.0 $ 1313-2 'x ye 4V N { � � o P'�3,Z `3\ � � �,y�• E"\a `d- � •Y � 160-00 GRAPHIC SCALE 0 15 30 so 1z0 \ 11 FL t� �K 4V 9p ,3,2.3 1 ,5 12 SIB P ti312•4 � . �'`S`� ( w FEET ) 1 inch = 30 ft. FL ,% 0- 1312p 131 HP 1 0 ® gp O g 16 SCALE= 1 " = 30 ' 1 � 6p p0 REVISIONS CIVIL ENGINEER CITY OF TEMECULA SHEET PF"AM tHM "S of TRACT NO. 22915-2 2 r,4 ,71 PRECISE GRADE APPROVES BY: DATE: al PHASE IV OF DATE I BY MARK I APPR. DATE 14 6 LOTS 44-63 2 SHEETS ENGINEER REVISIONS I CITY RKMRD FIUNSA ER nATE X . R.C.E. 17061 RAY 8O A. CASEY, PR CIPAL ENGINEER DESIGNED BY: CLW DRAWN BY: CLW CHECKED BY: RH EXPIRES 6/30/93 CITY OF TEMECULA W.O. 042-79 DATE APRL 1993 SCALE T'--SO' DOC. NO. 36302 R.C.E NO. 41880 EXP. DATE: 3/31 96