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HomeMy WebLinkAboutLot 1-4 Precise Grading LEGEND wow PROJECT SITE TOP of CURB 0000.00 T,C, Klz z FLOW LINE F.L. PRECISE GRADING PLAN " HIGH POINT H.P. FF:— A TIRACT N 2 A 184 iy Tn, IT PP. 50 MEQ B 5' 5' B C 5, C FINISHED GRADE F ,G, MIN I�1D MIN MIN MIN y 9 FINISHED SURFACE F,S, 111DEL �sITE GARAGE FLOOR GF 0000,0 ? VIA RAMI X: X PAl1BA PAD ELEVATION PE 0000.0 LEENA FINISHED FLOOR FF 0000,0 z Q o -)E ao ? � �. OD Q WATER SERVICE W toz x '0- N SEWER SERVICE SN Nm�! PROJECT SITE `p AIR RELEASE VALVE C=71 TYPICAL SIDE YARD DRAINAGE U . �PiCa FIRE HYDRANT \<Y � � RD. DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. 01 DRIVEWAY SEE ST. IMP.PLANS FOR' WY 79 STREET LIGHT IMP. WITHIN R W y 10' R/w SLOPE I INSTALL 4" ROUND TO SAN MG11 6 4 GRATE F EXTRA DEPTH FOOTING SIDEWALK � VICINITY MAP vi INDICATES AMOUNT OF INVERT OF PIPE 1" 4" P.V.C. " N❑T TO SCALE EXTRA DEPTH F❑❑TING ABOVE GUTTER FLOW x LINE Q ACCESS RAMPIM GRADING NOTES ----- ---- � r ��� r�� » » N � 39 LOT NUMBER � L-� P.V.C. (SCH. 40) --j 1% 4 x 4 x4 P.V.C. TEE 00 37 1. ALL GRADING SHAL CONFORM TO THE 1994 UNIFORM BUILDING CODE, CHAPTER 33, CURB �C GUTTER ¢ 40 AS AMENDED BY ORDINANCE 457, 3 INDICATES MODEL (OR ALT. 3" A.B.S. SDR.-35) 50 41 Q� 36 2, MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 17.., J 4 CURB OUTLET Q 0 8 DRAINAGE SWALES SHALL BE A MINIMUM OF 0,2' DEEP AND SHALL BE . UNIT TYPE B m 49 42 v 35 7 CONSTRUCTED A MINIMUM OF 2 FROM TOPS OF CUT OR FILL SLOPES. CONNECTION DETAIL Z 6 3. MAXIMUM CUT OR FILL SLOPES = 2.1, INDICATES ELEVATION 10 OR 12 3 48 43 0 34 5 WATER BLOW-OFF 6 (ENCROACHMENT PERMIT REQUIRED) L0 z 4 4. PROVIDE 5 WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL 48 16 U 47 44 Q 33 3 FILL SLOPES OVER 5' HIGH, 0�THIS LOT REQUIRES A BACKWATER VALVE MIN. TYP. Q 2 PER SECT. 409 OF U,P,C, PER APPROVED - - I �- 4s 45 ��E O, 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISI❑N OF A COMPETENT 12 MIN, ABOVE PAD ELEV, FqV �� �� 1 SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY WATER AND SEWER PLANS, < NON-REQUIRED > I MAIL OX 12" MIN. PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS (TYP. ) CLR- 32 OVER 1' DEEP, (FACE OF CURB TO q OF POST) 31 OR (6" BACK OC CURB TO q OF POST) ROUND OFF TOP 2526 27 28 29 30 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA P/L ENGINEERING ..DEPARTMENT WRITTEN CERTIFICATI❑N ❑F COMPLETION ❑F R❑UGH 5, GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRI❑R TO SIDEWALK CURB MI of 5' P R7-0ISSUANCE IAF THE BUILDING PERMIT, CERTIFICATI❑N SHALL BE TO LINE, GUTTER Lq GRADE„- ELEVATI❑N AND L❑CATI❑N OF CUT / FILL SLOPES. READ : MAILBOX LOCATION (SNal-l- GON�dR.M 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG To c.o.Y STV TI1P. ❑F CUT SLOPES, DETAIL NO . 1 Du1G. W.&0-9) _�_#FINAL COMPACTI❑N REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 5' MIN, P/L 5' MIN. SEC'TI0N A - A 6 MIN, 6 MIN. N.T.S. INDEX MAP ONE FOOT. 3' MIN, 1' 1' 3' MIN. FOR REAR YARD SLOPES GREATER � MUDSILL MIN, MIN, MUDSILL THAN 5' IN VERTICAL HEIGHT 9, ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF SCALE; 1” = 200' THE PRELIMINARY S❑ILS INVESTIGATION BY: 62.00' CONVERSE CONSULTANTS DATED APRIL 26, 1996 'd 6 TWO SETS OF THE FINAL C❑MPACTI❑N REPORT SHALL BE SUBMITTED TO THE • '• LOTS INCLUDED ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- 12' MIN, 12' MIN, 52.00' 54.00' MENDATI❑NS AND CERTIFICATI❑N THAT GRADING HAS BEEN DONE IN CONFORM- ANCE WITH THE RECOMMENDATI❑NS OF THE PRELIMINARY SOILS REPORT, 2% MIN, 2.1 MAX. 6' TYP. 27. MIN, 10, THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING 21% MAX. MIN. 217. MAX. DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH L❑T GRADE AND DRAINAGE INSPECTI❑N, THIS SECTION B — B TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT, co 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE n PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 5' MIN, P/L to 3 EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO 3' MIN, 1' `-) A THE APPROVAL OF FINAL INSPECTION, MUDSILL MIN, 6' MIN, 1 2 12, DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS, A A CONSTRUCTION NOTES & QUANTITY ESTIMATE 13, FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT d ITEM LESS THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET, NO, QUANTITY UNIT 12' MIN. — (D LOT GRADING (4 LOTS x 15 C,Y,/L❑T) 60 C.Y. 14, A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATI❑N OF BUILDING 2.1 MAX.— PAD ELEVATIONS, WHERE SPECIFIC ELEVATI❑NS ARE REQUIRED, THE ELEVA- 20 CONST, 0,25' A,C, OVER COMPACTED NATIVE MATERIAL 4096 S.F. TI❑N (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN, IF AN ELEVA- 27. MIN, 6" MIN. TI❑N WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL O CONST, HANDICAP PARKING SYMBOL 1 EA. DIS CE ABOVE THE ADJACENT GROUND SHALL BE GIVEN 21% MAX, ' SECTION C -- C ® PAINT 4" S❑LID WHITE PARKING SPACE LINES 100 L.F. 15, ER❑SI N C❑NTR❑L• ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE INSTALL WHEEL STOPS 7 EA. PLANT AT 12' ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER 15 IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- TYPICAL LAN- TYPICAL OVERALL FOOTPRINT DIMENSIONS TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF, SHRUBS Q 4 PVC PIPE AT SLOPE = 0.8% 576 L�F� SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA- 0 SCALE: 1' = 20' 0 4" P.V.C. AREA DRAIN 7 EA. TIONS, 15 ON CENTERS, SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE o PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTI❑N DEVICES PER Underground Service Alert BENCH MARK a 3" P.V.C. PIPE THROUGH CURB 100 L.F. U,P,C, CHAPTER 10,R, w Robert Beim Filliam Frost do Associates COUNTY IF RK MR T-29-81 9U I NNSTALL TRAFFIC BOX. BROOKS MODEL NO. I-T, J & R 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR © COUNT1 EA. TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. A PROFESSIONAL ENGINEERS, PLANNERS & WMYORS 2112' MASS DISC IN CHIC, CYLINDER LOCATED FROM THE IKIERSECTTDI IF FTIIT ST, OWNER/DEVELOPER CONC. MODEL NO. V-2R OR EQUAL APPROVED BY EMWD. 1 ' *TBEUA CA' 991 MID RANCHO CALIFORNIA ROAD, 1,8 MILES KE. RANGED CALIFORNIA ROAD 17, APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE cwn CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240 TO THE INTERSECTION OF RANDO CALIFORNIA ROAD AND MARGARITA ROAD,IN TW KV. WOOD �E �9r THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY F❑R THE COR- 1-800-422-4133 0R- 1-800-422-4133 3021 ANft!w1�` dF, LAg RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION UPON CORNER OF THE DNTERSECTION 1' E. OF A T CWADEIN! FENCE, 21' x 16' j!!PAN17L12Aqw, SU1TC ZGID REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED Of � ARUD SO, CALIF, GAS VALVES, C K OF PP. (IO,#) 94' K OF THE CE(MIK RAN G H O ►NTA "^FZ&A K ITA T❑ THE CITY ENGINEER F❑R REVIEW AND APPROVAL. CD OF RANGED CALIFORNIA ROAD, FIMASS VITI'ESS POST SET 1' V. OF DENT, GA TOMO WORKING DAYS BERORE YOU DIG AD1 DATE: 9-13-82 ELEV. 112&410 LD98-043 GR Cn CONSTRUCT I ON RECORD DATE 8Y REVI S I ONS DATE OC D BIE ( MARK SCALE Q%p F E S S fo*' DES I GRED 6Y DRAWN 6Y ChECKED BY Drawing No. o '��A. ADEL S. CASAO ADEL S. CASAO M.T. RECOMMENDED BY: DATE. CITY OF T DEPARTww w mm IC WORKS Q HORIZONTAL Plans PreP ed Under The Supervision Of ACCEPTED BY: — DATE: TRACT N0 . 24184 Inspector SEE ABOVE AS SHOWN No.43090 DEPUTY DIRECTOR OF PUBLIC WORKS I Exp. 3/31-00 Date: <k5 111b RONALD J. PARKSPRECISE GRADING PLAN 0 VERTICAL J�' el V I\- 0 M I CHA L A. OMAN TITLE SHEET Date Completed jf 43090 3-31-00r 198 .. � N/A OF C t`�lF R.C.E.R C E No. Expires R.C.E.R C E No. 19744 Expires 9--30--01 '�.� MODEL SITE CLOTS � "-" 4 ) SHEET � OF 2 PI nT- n4-ng-4R CONSTRUCTION NOTES SCALE 1 " = 20' CONST. 0.25' A.C. OVER COMPACTED NATIVE MATERIAL 20 10 0 20 40 60 Q3 CONST. HANDICAP PARKING SYMBOL 11 COMST. 5" H IGH w000f-tN FEICE 102.410 GRAPHIC SCALE IN FEET G PAINT 4' SOLID WHITE PARKING SPACE LINES IZ HAKIOIC^p TO 1 LET rn Q5 INSTALL WHEEL STOPS 3' VUI V E AG SIDF-WAI.K ISM Li 107.59' EDG E OF PAIZ;C I M& LOT TO To I uET co Q 4" PVC PIPE AT SLOPE = 0.8% LwWTFZAQCE -- �0P fF kX T -rO �7 �( 04" P.V.C. AREA DRAIN LDCAT✓ .AWMCAp"G. REES 6 Q 3 P.V.C. PIPE THROUGH CURB P� Cdr STO PROVIOr- XE MIN LEARAPCE 30TD 303 30 • AT 'TOILET F_U-rF1d^WGE 10'Q 20' 20' -10 '— 9 INSTALL TRAFFIC BOX. BROOKS MODEL NO. I-T, J k R CONC. MODEL NO. V-2R OR EQUAL APPROVED BY EMWD. @14" K1119iff SP-MIPWG 70 DEh107a JOIIJ 4' PY.C. rim -To CX I�rw& CATG�I 5Aspi" HAh1OIGAP ACCE551 SLE PATH 58 Z o �.'.J eF TFZAV E L_ . a -< 2 7 L oWCF) r- 6 ~ �� >Z NOTE : ►� .,���� w cy– RE FSR -0 LAMOSCAPE MX I IJ1G 5 co Cy- 0 co FOP. /k-L HAIRLD S CA PE LA-(Out of Q of AQ 0 C0L1 STf2.0 GT'10IU 1W FOR IAAT1W • ,� (, 0' IA�) 84.01 ' wO CB AD* AD FAVARA DRIVE _ V /o/\, C oHANDICAP AC ESABLE SIGNAGEtiAND POLE SI S PER A.D.A. �' 1 u t�' ``' ^' ti � ti v � TITLE 24 REQ IREMENTS o 8 _ .� � s y, S ,, - � Ill/ �� �• � s S f 2 00' p .\ , y o� `00 `�' 2 ,' 72.00' 72 ' ,� 7t-- �� 4 h�. .. icy h �,. . �S �"� o � ,`C� �- � '`+ 6 5.1 b y� ry 64.E 64,7 _,. �4. Cab ' 8 FS FG (► I TG71 F 1164.3 GF 1164,9 FG 1.�� Y. GF 1165,3 7 OD Llb 617 3� 1 8 GF 35' 'ti•� Gs�� b q 64, ,y t!v FG .: 1 25 25 1 1� rCo\ 3s� 2 N 3 Gs,3l0 ,�,b AR k_ P , rn (� G� '' '1j•g(� G3G Gs�� � LD � � Eil ,f � I �P ` �. 4 Gf. FF 1164,8 ` FF 1165,4 `� FF 1165.8 N E5] PE 1164.1 P 165,1 G I o >- _1�- P E 116 4.7 �• E 1 T PE 1165.4] Q PE 1163.4 • . j 64.7 6 4,7 _ 65.1 �__-.-6 a 4,1 - - 26 t G • 6f 4 7�S , mm b4• 20 9I ' j 6 A 64.1 r, - :� �;,^• f G o 2 CD 0 W I �! - ��j.f► ter. O Q lw 00 a ��/ ..� j, r..h� N_ O 11 =► 13 a W � .� � � ,. 72.0 7 .01' b�' �� 2.00 F� 7 .00 2.00 ItK %K' 1. FENCING BY OTHERS '` �`• '� r- 3 3 66 �A ti o c� ao � Under roundService Alert PO N o w Robert Bei Filliam Frost & Associates DE P ROAD CALL TOLL FREE PROFESSIONAL ENGINEERS, PLANNERS k SURVEYORS cn 1-800-422-4133 27555 YrEZ ROAD, STE. 400•TEIrEECI�A CA. 92591 U (909) 676-8042 FAX (909) 676-7240 w o' a IL c� TWO WORKING DAYS BEFORE YOU DIG LD98— 043 GR o — rn �� N Drawing No. REVISIONS DATE ACC'D �� p F E S S tp DESIGNED BY DRAWN BY CI-E(:�CED BY rPO "�� MM ASC MT RECOMMENDED BY: DATE. C I TY O TEMECULA D�� of �I� woRKs o RBF AtiD D Ir- RMAN r 7V116riAccass 5rr� SQL g ° �E` A• t� 0 Contractor HORIZONTAL 1``' �1'(V !�'y Q- Plan Pr red Under The Supervision Of „ �, ACCEPTED BY: � DATE. 6 9� F T Q Inspector , = 20 No.43090 TRACT NO . 241840 SEE SHEET NO. 1 Exp. 3/31�0o Date: t tn`PIaT`f I7IIZFCrTOR 4F I't.1�LIG WG'R.KF� '} MICHAE A. YLMAN RONALD J. PARKS a :...>..r. PRECISE GRADING PLANS VERT I CAL sr /V 1 �� Y::. xA.,..,: Date Completed 'lF 0 1R.C.E. No. 43090 Expires. 3-31-00 R.C.E. No. 19744 Expires 9-30--01 CD N/A c��- p p `,, 1 LOTS 1 — 4 SH — � SHEET 2 OF 2 PLOT: 04-02-98 JN: 401339