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HomeMy WebLinkAboutLot 1-30 - PreciseGrading TRACT NO • PRECISE GRADING PLAN 28553 GRADING NOTES 111111111 Io, THE CITY OF R:. 1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE UNIFORM BUILDING CODE, ;. AS AMENDED BY ORDINANCE 93-04. TEMECULA 2. MINIMUM BUILDING PA AN DRAINAGE - D D D GE SWALE SLOPE SHALL BE - 1% SITE DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND SHALL BE CONSTRUCTED A MINIMUM OF 2 FROM TOPS OF CUT OR FILL SLOPES. 5 � ' 3. MAXIMUM CUT OR FILL SLOPES = 2: 1. 4. PROVIDE 5 W1DE BY 1 HIGH BERM OR EQUIVALENT ALONG THE TDP OF ALL • $ FILL SLOPES OVER 5 HIGH. lie PROJECT SITE 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT � ,�p SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY 15 1 , ► __� PLACED, AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS . OVER 1 DEEP GRAPHIC SCALE r� 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA Lr __'a ENGINEERING DEPARTMENT T WRITTEN CERTIFICATION CA TION OF COMPLETION F goo o eo Sao xoo aoo � p � O ROUGH 0.• ► p GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO t► I ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, Rosi 79 (S�) zap d� GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. Y, 1 0 ( W FEET ) �STp,T R 1 inch = 100 It l` 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG OD 19 I _ _ 1 TOP OF CUT SLOPES. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN r ONE FOOT. p• � 1 ; ., � 9 ALL GRADING SHALL BE DONE IN CONFORMANCE IMTH RECOMMENDATIONS OF g 2 THE PRELIMINARY SOILS INVESTIGATION BY f / � JOHN R. BYERLY INCORPORATED, 2257 SOUTH LILAC AVE BLOMINGTON CA., 92316, DATED 1-20-98. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- .. .., ANCE W►TH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 4 ��� . 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING VICINITY MAP �,0 '/ i DEPARTMENT, TELEPHONE (909) 694--6411 AT LEAST 24 HOURS IN ADVANCE 3 35 REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC-- 2 ;' TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR N.T.S. 23 ; EACH LOT. r 10 r-- "" �' 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL LEGEND , SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT SHALL BE 14 �6 19 PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEV. CODE SEC. 17.06 PRIOR TO TOP OF CURB 00.00 q --"� \ ., ' THE APPROVAL OF FINAL INSPECTION. T.C. Q 3812 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. FLOW LINE F.L. 27 \ �- 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT HIGH POINT H.P. 37 C � ;� LESS THAN 1/4 PER FOOT FOR A MINIMUM OF 3 FEET. FINISHED GRADE F.G. 28 �"�' " PROJECT SITE 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING to 26 PAD ELEVA T IONS. WHERE SPECIFIC ELEVATIONS IONS ARE REQUIRED, THE ELEVA- TION TION (IM TH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- FINISHED SURFACE F.S. 5 MIN. __-- TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL 28 �g 17 DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. WATER SERVICE S6 24 20 15. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE 21 , PLANT AT 12 ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER SEWER SERVICE S 30 22 _ - -'�- i 15' IN VERTICAL HEIGHT, IN ADD1 TION TO GROUND COVER, SHALL BE PLAN- 23 ��-- "� ; ! TED WITH APPROVED TREES, SHRUBS, OR COMBI NA T 10N THEREOF. SHRUBS AIR RELEASE VALVE 4=� 34 '' ;� ;� tip` SHALL BE, PLANTED AT 10' ON CENTERS► TREES, 20' ON CENTER, COMBINA- � ,, __� / TIONS, 15 ON CENTERS. SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE FIRE HYDRANT � ,, ; ' PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER 3� � ti` �, , U.P.C. CHAPTER 10.R. DRIVEWAY 1 , � PL PL 32 �� �- ;` �; ;� ti� 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR 88 R W 5 MIN. PER PLAN TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. STREET LIGHT ; �� od 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE SLOPE y -�-� WATER THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- --- RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRI A T L PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED E'D EXTRA DEPTH FOOTING SEWER TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. INDICATES AMOUNT OF =-O. EXTRA DEPTH FOOTING A 55' T�?ICAL LOT HIGH PaNT ACCESS RAMP rM N,T,S. A PAD ELEV. -0. ' MIN. 45 INDEX MAP 38' 42' LOT NUMBER 2� 41.5' SCALE: 1"=100' k k z 36 A INDICATES MODEL AND TYPE STAIRS PLAN 1 o PLAN 1 10' MIN. 10' MIN. INDICATES PAD ELEVATION PAD=93.8 co 'n � cep• PLAN 2 � � 5' WHERE 8 10' 5' B (ExcEp �' 10' C EXCEPT F.F.=94.3 PL" 3 to 15 MIN. M►N NOTED) MIN MIN NOTED) MIN INDICATES FINISH FLOOR ELEVATION WATER BLOW-OFF C� 6" MIN. 10' MIN. P� 5' MIN. 6" MIN. 10' MIN. P� THIS LOT REQUIRES A BACKWATER VALVE 5' MIN. 1' 1' 3' MIN. 5' MIN. 1' 12" MIN. ABOVE PAD ELEV. MUDSI LL MIN. MIN. MUDSI LL MUDSI LL MIN. PER SECT. 409 OF U.P.C. PER APPROVED 6" MIN. k k k k WATER AND SEWER PLANS. ( SEE INDEX MAP ) 16.1 16.1 16.1 ROUND OFF TOP L PIL 12" MIN. 12" MIN. 12" MIN. �o.� N Z TYPICAL OVERALL FOOTPRINT DIMENSIONS- 2% 2: 1 MAX.MIN. 2: 1 MAX. 6" TYP. 2% MIN. 2% MIN. " MIN. _F__7 SCALE: 1' = 40' 21% MAX. MIN. 21% MAX. 21% MAX. Underground-Service Alert SECTION B - B SECTION C - C SECTION A - A 5' MIN. 5' MIN. OWNER v FOR REAR YARD SLOPES GREATER TYPICAL SIDE YARD DRAINAGE PACIFIC CENTURY HOMES THAN 5' IN VERTICAL HEIGHT CALL TOLL FREE 40925 COUNTY CENTER DRIVE, SUITE 110 `jE- DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE a 1---800-227-•-2600 4.625 pENEAaE COURT. MUM" CA. 92592 TEMECULA, CALIFORNIA 92591 CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. � TEL (909) 676-3709. FAX (909) 676-2709 ATTENTION: MS JARNNE GARDNER A PHONE: (909) 506--1606 TWO WORKING DAYS BEFORE YOU.DIG P NO. LD 99-050GR CONSTRUCTION RECORD DATE BY REVISIONS ACC'D BENCH MARK SCALE SEA QaoFFSS/o, Designed By Drawn By Checked By Drawing No. ERSITL L ERS RL V RECOMMENDED BY: DATE: q CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Contractor �� -- +•lE Z RIV. . DESIgVA11UN T-30-81 STAMP ON Horizon y �� P�vns Prepared Under Supervta/on Of ACCEPTED BY: DATE: �L2 �v �. 2 112- BRASS DISK IN CONC. FLAGPOLE BASE. � RICHARD L VALDEZ K Z � FROM THE INTERSECTION OF FRONT ST. AND AS SHOWNLLJ DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NO, �2B55S - inspector RANCHO CALIF. RD. 1.0 MILE N OF RANCHO 48060 ` .� p CALIF. RD. TO THE INIERSEC71 OF RANCHO NO. Date: ' RONALD J. PARKS CALIF. RD. AND MORAGA RD., a2 MILES NORTH Verticil * Exp. 12 31 99 * a ,, PRECISE GRADING PLAN Dote Completed ON MORAGA RD. TO TH TE�IECULA ENTARY ail R.C.E. No. 19744 Expires 9-30-01 SCHOOL 1.0 EAST OF E FLAGP N A �� ��` R.C.E. No. 48060 Ex ares 12/31/99 ELEV.: 083.725 DA TE: 9-13-82. / 4lF p T= AM DETAIL SHEET Sheet I of $ PGP2_TITLE,dwg 3-31-99 10:16:15 ars PST 3 � � y / � s 1 07.2 \ _� \ FS a L \ l000 n9 -� 6SEE SHEET N0 . 3 4 1 06.5 \ \ � FS \ J w 06.4 \ \ � Fs mac► � 5 _ loo, N 1 - I-oo6, , .,� I S ZP � �.� . F 2:1 SLOPE ^� \ 07.2 11111111w 5 ,� \ \\ 07.2 FS 96' 106.7-/ � 06.1N 73 58091, W \ / FS . 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(909) 296-3930, FAX (909) 299-3931 TEMECULA, CALIFORNIA 92591 AT7EN710N: MS JARNNE' GARDNER � LIE) Ok _TWO WOWM a4 YS fiVW MU N PHONE: (909) 506-1608 Q LD 00--229 GR CONSTRUCTION RECORD DATE BY REVISIONS ACC'D SCALE SEA P E881 Designed By Drawn By Checked By p � RECOMMENDED BY�f� DA`E-z41-z1100 E: / t/ OQ Draw/ng No. 5-13 KL REVERSED LOT 15 HOUSE LA POUT. � e�` ERS /7L 12-00 ERS ADDED GARA YARD C(WC AND REWS�E`D BENCH MARK �, ERS RLV CITY OF TEMECULA DEPARTMENT OF PUBLIC MbRKS Contractor � Mor�anlar �° � Plans Undrr 0/ ACCEPTED GRADING ON LOT 15, m RICHARD L VAI„DEZ AmIPo'rd �►' Br Il�✓'� _a. 1 v=30' rn DEPUTY DIRECTOR OF PUBLIC YIORKS DATE: Inspector s rev p. o J��.�� SEE SHEET N0. 1 Na 4eoeo TRACT Na. 28553 -F' 0 RONALD l PARKS Datez -21 aC9A rl Date Compkftv VM4t E>4. . qva, R.C.E.No. 1970 9-30-01 PRECISE GRADING PLAN N/A ` R.C.E. 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(9W) 878-3709. FAX (W9) 679-2709 PHONE: (909) 506-1606 LD sO-050GR TWO WORKING DAYS BEFORE YOU DIG CONSTRUCTION RECORD DATE BY REVISIONS ACC'D SCALE SEA QR (FESS/pyo Designed By Drawn By Checked By RECOMMENDED BY DATE: TSL Drawing No. �O CITY QF TEMEC ULA DEPARTMENT OF PUBLIC WORKS a-/3 �!� lam. / F�. /2 Ta zxJe DoT z Fr � BENCH MARK y�� ��_ ERS ERS TL RLV - Contractor ZX C-- T° 3X1. L 3 F -b 3XL. I L 7Horizontal RICHARD Of ACCEPTED BY: DATE• kil- Gc F FZ - Z [Z- "V 3�G R-. M Q RICHARD L VALDEZ Pans Propared Under DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NQ. 28553 - F Inspector SEE SHEET NO. 1 1 -=30 No. 48060 -Date.- Oft . RONALD J. PARKS 3 Vwfkd Exp. 12/31/99 PRSCMI�' GRADING PLAN Date Com leted CIVILR.C.E. No. 19744 Expires 9-30-01 � ,•••_._:: p NSA �r,� ��' R.C.E. No. 48060 Expires 1213119, Sheet S of pgp_3,dwg 4899 64451