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HomeMy WebLinkAboutLot 23-32,59, 65-74 Precise Grading q� 01 L� m LEGEND BW - BACK OF SIDEWALK IIECISE G1:ZJkD1NG PLJk,, N DF -- DEEPENED FOOTIr-�, FL -- FLOW LINE FS -- FINISHED SURFACE FG - FINISHED GRADE PASEO DEL SOLGB - GRADE BREAK GF - GARAGE FLOOR HP - HIGH POIN! LP -- LOW P011� TC -- TOP OF !RB PHA TRACT NO . IS ■ ■ & 6 ■ TF - TOP OF FOOTING TW - TOP OF WALL - TRACT BOUNDAPY - RETAINING WALL (BY SEPARATE PERMIT) GRADING NOTES: 9 -- LOT NUMBER PLAN 4C -- HOUSE PLAN TYPE 1 . ALL GRADING SHALL CONFORM TO THE 1994 UNIFORM BUILDING CODE, CHAPTER 33, AS AMENDED BY FF=1 109.67 - FINISH FLOOR ORDINANCE 93-04. PAD=1 109.0 - PAD ELEVATION 2, MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%. 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. MAY191UM CUT AND FILL SLOPES = 2:1. 4, PRr WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. 5. ALL _;'ADING SHALL BE DONE UNDER THE SUPERVISION OF COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION UNLESS OTHERWISE NOTED ON PLAN REPORT FOR ALL FILLS OVER 1' DEEP. * * SEE PLAN FOR DRIVEWAY GRADE 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING b�? PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, �v ! ELEVATION AND LOCATION OF CUT FILL SLOPES. y CGU 1% MIN. ,� Q�v 7. PROVIDE BROW DITCH DESIGNED TO HANDLE 100 YR. Q FLOWS, ALONG TOP OF CUT SLOPES. �--� 8. FINAL COMPACTION REPORT WILL BE REQUIREDFOR ALL FILLS GREATER THAN ONE FOOT. ■ ■ ■ IS u�-) z N� 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY CONVERSE CONSULTANTS (PROJECT NO 96-81-420-01) DATED 4-26-96 AND ALL ■ 22 ■ 3' ADDENDA THERETO. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CITY ■ 90 MIN. 10 ■ 5 ■ ' 1 ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND PLAN 4C 2% MIN. P.L. FF=1109.67 M CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF MIN. I ■ ■ THE PRELIMINARY SOILS REPORT. ■ ■ ■ ■ PAD=1 109.0 10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT, TEL. (909)694-6411 AT LEAST 24 ■ 9 Q �� �I T HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION o M0c_'1__ BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. ■ � ■ ■ ■ j ■ 24 ■ ■ 3' 11. CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR ■ � ■ 26 ■ MIN. MIN ■ . GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER AS SHOWN -Q ■ 27 ■ ■ z ON THE APPROVED LANDSCAPE PLAN TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ■ a ■ 28 ■ 2% MIN. 5 ACCORDANCE WITH CITY DEVELOPMENT CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. ■ r� ■ PAD 21% MAX. f co 12. NO FILL -TALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, ■ ■ ` ■ DEBRIS, PSOIL, AND OTHER DELETERIOUS MATERIAL. ■ ■ ■ 13. IF STEEP .')LOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, lip AND BEN'' -AED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY ASWALE ■ SWALE REGISTERI , SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. ■ -A ■ ■ �, ■ w ■ tv,�c� 4��Ca 14. DURING R+" UGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE ■ -4 N ■ STRUCTUF�r�,, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER .00 ■ SIDEYARD LOT DETAIL TYPICAL LOT AND DAMAGE: TO ADJACENT PROPERTIES. ■ .4 � a ■ ■ N.T.S. DRAINAGE DETAIL ■ CD ■ d, ■ 15 DUS-7 `-,HAi__L BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. ■ J ■ ■ N.T.S. 5-4 ALL Ey.,� 'ING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY ■ P� ■ ■ Pl_iRING 370RM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST ■ ■ ■ -, IISFG .0 PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. ■ 7 ■ d� 17. =TAF, L, ALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH (1 .5) SHALL BE � � � � � � � � � � ■ ■ ■ ■ ■ ■ ■ )Ug^�'� i 9Y A SOILS ENGINEER TO THE CITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES '`VFF VERTICA1 HEIGHT. cD ■ ■ To e 16. A RE ""If ED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDINGQ ■ PALS ,,'� i 7N. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN .a ■ � w � ■ SEA J' SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS ■ ■ PT. SHE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. ■ �� ■ ■ o ■ NTROL_. ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" ON CENTERS I 4PPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND TO RIVERSIDE !._ BE PLAT WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL TO CORONA C. AT 10' ON _.ENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT _ :JYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.R 4 m 20. FIII BADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR Q� v A v! ^; OF 3 FEET. �n m IV 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF INDEX MAP ANY CONSTRUCTION/GRADING. t„ AS SHOWN y 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS (CONSTRUCTION NOTES ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED R $ DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY RO• v, SUR'1ITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 1� INSTALL 4" TO 3" TRANSITION SIDEWALK UNDERDRAIN PIPE pp,UBA PER CITY OF TEMECULA STANDARD DWG, 303. 3 24, RETAINING WALLS SHALL BE PERMITTED SEPARATELY BY THE BUILDING AND SAFETY DEPARTMENT. o. PROJECT .a INSTALL 12" X 12 DRAIN GRATE (NDS 1230 OR EQUAL) City Of Temecula Ro. SITE I INSTALL 4" PVC ( SCHEDULE 40) pOR"rO� D� d- CAMPANv\-A � WAY � TO SAN DIEGO 3 BENCH, MARK COUNTY OF RIVERSIDE B.M. T�-29-81 BASIS OF BEARING7 VICINITY MAP o FQR r Underground o 9 2 1/2 BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION NOT TO SCALE ,ri T a Sen. ct, Alert OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 1 .8 MILES N.E. ON RANCHO OF THE CENTERLINE OF BUTTERFIELD STAGE ROAD AS OWNER/DEVELOPER: 00 o+ .n CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN Call. .')LL MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION 1' E. OF A BOOK 159, PAGES 38 THROUGH 61 OF MAPS, RECORDS r i �' CHAIN LINK FENCE, 21'x 16' AROUND SO. CALIF. GAS VALVES, 40' N. OF RIVERSIDE COUNTY, CALIFORNIA, BEING N 22'56'23"W CONTINENTAL HOMES 1 -800 OF P.P. (NO.#) 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. 12636 High Bluff Drive z' Suite 422--4133 FIBERGLASS WITNESS POST SET 1 ' W. OF MONUMENT. LD99--028GR Two wu n DAYS BEFORE �u OIC ADJ. DATE 9/13/82 ELEV. 1128.410 San Diego, o, CA 921 30 C�'>N'µ ,_ REC : t: REVISIONS DATE ACC'D BENCH MARK SEAL: KEITH ,, PLAN SCALE e INTERNATIONAL Services "°`` CITY OF T --- F��ESSc, INT A L saw AS SHOWN DEPARTMENT OF PUBLIC WORK`44 Drawing r IContras -_ __._.. Civil F� ��;� wok. RECOMMENDED BY. DATE: c Inland Empire Division Cwt PROFILE SCALE eorge A. Leniestey NA Inspector No. 45920 tIN90 "e A"'� Swift •0°' '~ r CA •' Off) ACCEPTED BY: DATE: 302!�99 PRECISE GRADING P LAN S Date SEE ABOVE ,�iz_31_02 a $ Prepared Under Supervision Of RONALD J. PARKS PHASE 3 TRACT N0. 24182- 1 q Date - DRAWN BY: LD DEPUTY DIRECTOR OF PUBLIC WORKS PAS EO DEL SOL a Completea JJ� �P 3�y� ' �- ___ OF CALF GE Gl A. LENF EY EXPIRATION DATE 12/31/2002 DESIGN BY: CG *- LD R.C.E No. Expires R.C.E. 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PAD= 11. 9, PAD=1117.5 5. =1119.17 11' 5' S' FF=1121.37 PLAN 3 0 D FF 1116.17 PAD=1119.5 I 0",_ °� 15.9 17.p y ' PAD= 1$°� PAD=1120.7 Ma 11 HP s•8 Q 19 D D �,`� wao F�-PAD=1115.5 FL j 15.9 F A`� o �. �, 8& � 19.s7 S• FL rn ^ f .-0 20 5 'S,o FL L � F 5' 6' .c� y'O F 7, PAD:11190 0 c,► II II 18 !t4 � 18.4 TG �_F7 ��O yp, 0 N �O 0 2 7,c•( ,;t o F� 0 yp s "v 17.6 INV o r� A9 •n ,� V F\1 'S,a 18.7 Z4A(1109.26 � '`-C � 5 G G s ��� �. ?s � 8 �°�FG 'moo 's l � N �,� FL ��,TC --2--575 6 5I I 66.04' -� F 51.16' 51.16' 18'G 51.16' FG�y 51.16' 20' 48.8 ' 24 Pow 17 CONSTRUCTION NOTES � 9 .� 0 ,6 �,, •s� rs js Tc r�0 r65 3 o F O INSTALL 4" TO 3" TRANSITION SIDEWALK UNDERDRAIN PIPE c, 2:1 SLOPE 1.54' 49.05' ��� GARDEN WALL ^ 2:1 SLOPE 1 16. I PER CITY OF TEMECULA STANDARD DWG. 303. 14+6 66 N 47 51 C ° ^ �� CV „ L 16.5 pW 006 2:1 SLOPE 1-7 0 HP GRAPHIC SCALE INSTALL 12 X 12 DRAIN GRATE (NDS 1230 OR EQUAL) 10�� ��� 0$-1 y0 '� 2S �G a_ 1 9 r7 . 4 6 9 T INSTALL 4" PVC ( SCHEDULE 40) FG '`� F� 0$5 FG �'° O�1� 109 �0$'�, �o$' 4$2 ( IN FEET ) i a ,F ~�� N G P• 0 1 2:1 S 8 P P go G O 1 $• OP p, CD a ,c•�0� �0$F�- �� 1 a� G gyp, ,�0"I IO 45 6 TC O 20 0 10 20 40 >30 _0 ;FORE sp t� cq A 1 e roc, Underground U-- �P' (o � �� 9 '�°� ��> o ry 1� 6• F '`� u� o Service Alert P S ,� 10 V '�Q,F`� o „ 0 of Southern California ` 7 LAN 3eQ O� ^ p In a �, 1 _ 20 00 W1 F. '` X06/. 1O \OR �•. Can: TOLL FREE 1 -800 422-4133 Z TWO WORKING DAYS BEFORE YOU DIG L D 9 9--0 2 8 G R O CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: KEITH , ,`:%., PLAN SCALE n • CITY OF TEMECULA Ro�FEss/ INTERNATIONAL Land1 "--20' Drawing No. - oP sn„»ya�ars 9`9 DEPARTMENT OF PUBLIC WORKS : �K A sourow PROFILE SCALE RECOMMENDED BY: DATE: rn Contractor Civil INC Inland Empire Division . CWtund fire P eorge A. LenieateT NA 3 0 9 PRECISE GRADING PLANS Ins ector SEE No. 45920 ° �°'"'''"'" '""' '0°' '""!"' ''"'�` c� ° ��� 07� ACCEPTED BY: DATE:Date SHEET 1 Lxp.12-31-02 PI s Prepared Under Supervision Of RONALD J. PARKS - o Completed s� �P DRAWN BY: DH DEPUTY DIRECTOR OF PUBLIC WORKS TRACT N0. 24182 1 9��' CA��F GEO E L E Date DESIGN BY: JRW PASEO DEL SOL R.C.E. No. 45920 EXPIRATION DATE 12/31/2002 CHECKED BY: R.C.E No. 19744 Expires 9/30/01 PHASE 3 LOTS 23-31 & 68-74 Sheet 2 of 3 0 ri N D'" 2.1 SLOPE r syr` Z ;D �ry Q g Q ui 20� / FG �• �, ti 0 o?p� co � O o LO29* ry ►.' /� 0• O• / < 6V 31 Q s°' PLAN 1A FFft PS 121.17 AD 0' -� 1120'5 ilk 5 P q- IV 4b AV g? 0 .h 4� # CsF"s 112 �' tS11) � QP "7 6, x•17 0 1 18.3 h "� 8p p C; �0 19.5 r8, °'_ �Q r0.. FL_GF� ,r �' r , 00- 00 �� FL-GB vv 3► Q 0O, � xoo 0o s h * S CP n w �_ ��$ fir' ^ h� ham. .� �P�O �► 7 1�.49 m3 pc oo0,�o :4 r FS �� o a� 9.56• � ?1510 rr• 7 4D / TC 3 -� CL Ox O'A L �60. �6ss.e� r��7 9' Q ©)� S + c O 7 U-rs� CZ) 9 r-0 00 no3 14+0,0 cV S8 16.4 , a � � •Op. � �o ham• i 3 FS co G .i. W COR (9_%- in g tQ oNll in<o �' S �° 11 - 1c9 a � ?If U /� ra �NIra 16' R G 1114 r0 N b x`390 00 rr S TC o �o �, ^ 3 �8• 19.0 FG Cv° �L163 15' rs. N ,1 � r V. kO xO .°� �° Q ,�► 10. o G n ZL LO oo ` Q� VL 1.9.1119,17 rsV, -s 7s. 1 55 °N 1 <v 40 VL 00 19.4 G,F.� C >>. 3 �$ C? • 17 ,� �� 0,. 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Ir- Call: TOLL FREE 1 -800 Z 422-4133 LD 9 9-0 2 8 G R TWO WORKING DAYS BEFORE YOU DIG N CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: KEITH , ,, PLAN SCALE n Ess/ � '`� , "=20' CITY OF T Ln INTERNATIONAL <) sem" -ate gyp/ DEPARTMENT OF PUBLIC WORKS Drawing No. Contractor Civil F INC. - Public harks RECOMMENDED BY: DATE. ' Inland Empire Division water Acultuyul.,ouro PROFILE SCALE a cD eor6e A. Lenieercer NA ACCEPTED Y: 3 ��9� PRECISE GRADING PLANS Inspector __ No 4920 '""0 ��"''""" '''"�' '0°' '�'�"' '"O''� c. "� ('°')'�0'" CCE ED B DATE. Date SEE SHEET 1 Exp.12-31-02 Ian Prepared Under Supervision Of RONALD J. PARKS TRACT NO. 24182- 1 Completed J� �P DRAWN BY: DH DEPUTY DIRECTOR OF PUBLIC WORKS .� Date 3/. . PAS E 0 DEL S O L OF- CAI,\F GE RG A. N EY DESIGN BY: JRW +' R.C.E. No. 45920 EXPIRATION DATE 12/31/2002R.C.E No. 19744 Expires 9/30/01 PHASE 3 LOTS 32, 59 & 65--67 Sheet 3 of 3 0 CHECKED BY: a