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HomeMy WebLinkAboutLot 48-59 Precise Grading LEGEND4z RAC N 04F 23 3 3 �-- TOP of cuRe 0000.00PRECIS .- GRADLAN T.C. NG FLOW LINE F.L. HIGH POINT H.P. .VIA RAMI PAUL FINISHED GRADE F.G. 1� � W � PROJECT F I N I SHED SURFACE F.S. H SM�1li� �' SIT E P1 1ASE 7 GARAGE FLOOR GF 0000.0 „MCT Immaw PAD ELEVATION PE 0000.0 25 24 26 23 F I N I SHED FLOOR FF 0000.0 22 18 � N SAN DIEGO . WATER SERV I-CE W ` 78 L21 �q RD 1 27 19 SEWER SERVICES ` 77 79 2 20 36 spy so Wy. 79 AIR VACUUM RELEASE VALVE (AVR) ry--_ 61 .76 80 3 28 35 Y- I � 81 29 34 42 FIRE HYDRANT � TE 47 62 75 4 33 S 3 2 17 Ta. 23 4 41 6 74 8 30 32 43 45 4 1 31 VICINITY MAP DRIVEWAY 6 73 83 4 5 2 44 40 C 44 �. 65 72 84 93 9 5 15 53 5 STREET LIGHT ♦>> 43 fib 95 51 39 5 NOT TO SCALE 4 42 67 71 j 85 92 7 14 54 38 41 SLOPE 68 70 86 96 8 13 5p . .' . EXTRA DEPTH FOOTING 17 91 55 37 9 9 12 49 4701 INDICATES AMOUNT OF 39 69 a7 89 GRAD I NG NOTES EXTRA DEPTH FOOTING " ` 38 98 99 ' 73 12 MIN. ABOVE PAD ELEV. "� ,., 37 36 100 10 65 66 1 . ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE CALIFORNIA ACCESS RAMP Fm 35 34 33 101 83 57 67 BUILDING CODE, CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. i ROUND OFF TOP 32 31 102 58 fi4 72 MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. P � 9 10 30 2g 28 '� 103 68 2 LOT NUMBER ❑X /L DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND SHALL BE 5, Al 12 27 Y'st 104 63 13 � 59 69 71 CONSTRUCTED A MINIMUM OF 2' FROM TOPS OF CUT OR FILL SLOPES. INDICATES MODEL r' \ 14 15 26 105 60 61 fit ,� 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . \ 16 17 25 TPOcr UNIT TYPE4 \ 18 24 70 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL B 1 8 19 23 � 74 FILL SLOPES OVER 5' HIGH. INDICATES ELEVATION SECT I ON A - A 7 6 5 63 J57 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT 4 1 20 22 62 � 75 SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY WATER BLOW-OFF FOR REAR YARD SLOPES GREATER 3 2 61 60 59 78 PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS THAN 5' IN VERTICAL HEIGHT 21 51 52 77 OVER 1 ' DEEP. INDICATES STEP TO GARAGE FLOOR -� 50 76 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA (GF = FF - STEP) OF fig 17 49 • 72 18 19 GRADING 53 GRADING IINGACCCORDANCETWITHTTETHEERAPPROVED ONGRADINGPLPLAN N PRIORUGH TO � 20 21 22 79 ISSUANCE OF THE BUILDING PERMIT. ` CERTIFICATION SHALL BE TO LINE, THIS LOT REQUIRES A BACKWATER 5 4 3 64 31 54 8i0 GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. VALVE PER APPROVED WATER AND B W " 5' MIN. P/L 5' MIN. " 6 2 1 30 32 29 48 SEWER PLANS. PER SECT. ,409 OF U.P.C. 6 MIN. � � � � 6 MIN. � 16 28 27 26 25 24 23 47 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG 3 MIN. 1 1 3 MIN. I71 55 TOP OF CUT SLOPES. MUDSILL MIN. MIN. MUDSILL 7 15 33 -- 56 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 45 ONE FOOT. 8 � ' •d: 9 0 1 1213 14 34 35 37 38 39 40 41 42 43 44 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDAT I ONS OF o s a,, THE PRELIMINARY SOILS INVESTIGATION BY: 12" MIN. 12' MIN. PETRA GEOTECHNICAL INC. ON SEPTEMBER 23, 199$. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE 0 0 2X MIN. 2: 1 MAX. 6" TYP. 2X MIN. ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- r- MIN. 21% MAX. MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- o 21% MAX. I NDEX M ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. co SECTION B - B SCALE; 1" = 200' 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENG I NEER I NG 0 DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE 0 0 REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- Ln OR 12 PADS , LOTS INCLUDED TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR 000 1 o 6, EACH LOT. �r � A I / 48 16" 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL P/L z z SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT SHALL BE wo- / f MIN. TYP. Q 5 MIN. K K PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM X 3' MIN. 1 ' z A " • PLAN PLAN � TH�SAPPROVDALIOFTFBNALTINSPECTIONDANCE WITH ORDINANCE 457 PRIOR TO = MAILBOX 12 MIN. MUDSILL MIN. 6" MIN. L/.MIN, IVTSP. I%MIN. , r. 0 15 TrP, 1 PLAN o 3 � r (TYP. ) CLR. 114- / I (FACE OF CURB TO q OF POST) 5� IE%�PT $ 5� 5' B C 5' C �D 2 `�'• °° 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. OR (s BACK OC CURB TO q OF POST) - . V Ca 45.00' 'n 47.00' E e MIN II11� MIN MIN MIN 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT 0 . 45.00' LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. 0 SIDEWALK CURB h 12" MIN. 2: 1 MAX. z 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING ,� GUTTER " ? PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- ► 2% MIN. 6 MIN. TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- 0 MA I LBOX L 21% MAX. '" TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL DETAIL NO . 1 SECTION C -- CFOOTPRINT DIMENSIONS DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. �TYPICAL OVERALL L0 15. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE a N.T.S. °DZ o ao z �` g PLANT AT 12 ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER o .� � 0 ( PRODUCT 1 ) FAIRHAVEN 1 N C7 2�,�MX �, �M15 IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- � SCALE: 1 ' = 30' . TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS 0 SHALL BE PLANTED AT 10ON CENTERS, �TREES, 20' ON CENTER, COMBINA- TIONS, 15 ON CENTERS. SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. CHAPTER 10.R.TYPICAL SIDE YARD DRAINAGE 00CONSTRUCTION NOTES & QUANTITY ESTIMATE 144- DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. NO. ITEM QUANTITY UNIT TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. Underground% Service A I e r t (D LOT GRAD I NG ( 12 LOTS x 15 C.Y./LOT) 180 C.Y. 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT REL I EVE _ Robert 1�i FiU am Frost & associates 2 INSTALL 4" PVC, SCH. 40, DRAIN PIPE, OR APPROVED EQUAL. 133 LF THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON z PROFESSIONAL EWINOM, PL.ANNM k SUZVEYORS 3 CONSTRUCT SIDEWALK UNDERDRA I N PIPE PER C.O.T. STD. ##303. 2 EA REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED Fj 27565 rG ROAD, STE. 4M•TBM CA. 92591 BENCH MARK CALL TOL FREE (909) 676-6042 , FAX (909) 676-7240 TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. Q �" RIVERSIDE CDIlKI1'DFSINTId! T-" Q4 INSTALL AREA DRAIN PER N.D.S NO. 14 OR EQUIVALENT 2 EA � 1-800-422-4133 21/2"EIRASS DISC IN CX CIL110 SWM T-27-M. RICHMOND AMERICAN FU Tlf 1NTERSECTIDN,OF FFDff ST.AND ON CALIF.M.13.4 RILES I�AfAST 104 W. GRAND AVE. . SUITE A RANCID CALIF.RD. M NIR'NU OF RANCID CALIF.RD. 13 MDF A 4 2 ONRAl NOTE: iw aw ww iTlEs Aw ES amir atY. aN►RACw To v RIF-Y ALL GlwITIES FSR BID MUM. � FW,2'ESI OF PO1>ERR R f 1175113E. SET FIWZ IITIfSS PE 1'WU ESCOND I DO, CA 92025 t=WIMAL DIMMIFIED SkES, INC. CAWILLD, CA 9XI I, TEL WO-726-IM 0 OF (760) 145-1605 0". 18J.�,� 9--" M. 13.M L D 0 0- 101 GR TWO WORKING DAYS BEFORE YOU DIG 14 DESIGNED BY DRAWN BY CHECKED BY " Drawing No. CONSTRUCTION 'RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE Q�O�ESS10"'�l JT MT RECOMMENDED BY: DATE: �► CITY OF T DEPARTMENT OF PUBLIC WORKS TA NN�� �, JT HORIZONTAL ,``� �� yah, PI ans Prepared Under The Supervision Of ` !� o� r Contractor o r TRACT NO . 23143 3 ... > - -~--_ ACCEPTED BY. DATE. a SEE ABOVE AS SHOWN C-0 No.60132 Date: S-3 a� DEPUTY DIRECTOR OF PUBLIC WORKS ::,Y `'`'` Y,,,r, PHASE 7 0 Inspector Exp- �/�/� RONALD J. PARKS L'. _... M � '¢ JOHN D. TANNER III S.A' A'!.\'A'/.5'A' VERTICAL sf c ti! EEVV PRECISE GRADING PLAN 'j v o�� 60132 6-30-04R.C.E. r� . .� 9.: LOTS 48 - 59 i Date Completed ; N/A F �F G�`1F R.C.E. 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TS I - .� Underground Service Alert � " GRAPHIC SCALE &bed .?t; F llzam Pmst & Assw ates ca X�ST ' 2�AD1NG PLA 3- o � R o • -• PROFESSIONAL I]�I�tS, PLANERS k SlltiVEY0R5 , � CALL TOLL FREE 27566 YI�Z f�ID, SE. ,OD�TEIiECu.A G. 92591 � �60G'11 G �p.� o (909) 676-8042 , FAX (909) 676-7240 © 0 Co 1-800-422-4133 ® •�,, ss,o PE 1255.o � PE 1239.2 TS Q TWO WORONG DAYS BEFORE YOU DIG I PE 1255.0 •-- d ..- LD00 1.01 GR CONtTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY o' SCALE Q�p F E S S IONS Drawing No. �1 ��, • T ANNE JT JT MT RECOMMENDED BY: DATE: C I TY O TEMECULA DEPARTMENT OF PUBL I C WORKS � D Contractor HORIZONTAL Plans Prepared Under The Supervision Of A / G � DO z = CCEPTED BY: (�^'f','f Inspector SEE SHEET NO. 1 1" = 20' � No.60132 oG DATE. TRACT NO . 23143-3 V Exp. 06/30/04 Date: � % DEPUTY DIRECTOR RECTOR OF PUBLIC WORKS VERTICAL s JOHN D. TANNER III RONALD J. PARKS ��.,' _ ' PHASE 7 Date Completed ', f'j �� �� o��` - �,.,x..Ay PRECISE GRADING PLAN N/A F OF CkV R.C.E. No. 60132 Expires 6-30 04 R.C.E. No. 19744 Expires 9-30-01 LOTS 48 - 59 SHEET 2 OF 2 '