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HomeMy WebLinkAboutLot 2-11, 33-39 Precise Grading GRADING NOTES LEGEND 1 . ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF UNIFORM BUILDING TOP OF CURB 0000.00850 Tract No . PROJECT SITE CODE, CHAPTER 70, AS AMENDED BY ORDINANCE 93.04. TC 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE FLOW LINE FL SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM HIGH POINT HP PREC I SE GRAD I NG P1 AN OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . FINISHED GRADE FG ���fq '" 1�41►D PHASE LOTS W 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FINISHED SURFACE FS > 2 - 11 ) INCI�AS FILL SLOPES OVER 5' HIGH. Js 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT GARAGE FLOOR GF 0000.0 N C I TY OF TEMECULA , FORN I A SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PAD ELEVATION PE 0000.0 5� PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. FINISHED FLOOR FF 0000.0 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA �KIFp ,Ao DRIVEWAY ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. SLOPE 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG LOT NUMBER 12 TOP OF CUT SLOPES. UNIT TYPE 3550 P" 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THANcw ONE FOOT. 9. ALL GRADIN SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF .- THE PRELIMINARY SOILS INVESTIGATION BY: SEE ST. IMP.PLANS FOR WITHIN R W LEIGHTON AND ASSOCIATES DATED DECEMBER 11 , 1998. IMP. R/W TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE 10' INSTALL CLEANOUT A R/W ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- 6' 4' 1 TO SM DIEM MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- ® NORTH GENERAL KEARNY ROAD ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. SIDEWALK0e, 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING INVERT OF PIPE 1 2" 6" PVC (SCH 40) DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE ABOVE GUTTER FLOW REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- LINE TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. VICINITY MAP 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL N❑T T❑ SCALE SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL 1% 6"x6"x3" PVC TEE BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE CURB & GUTTER 3" PVC SCH 40 FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE SECTION 17.06 (RESIDENTIAL) , 17.08 (COMMERCIAL/INDUSTRIAL) PRIOR TO HIGH POINT THE AL OF FINAL INSPECTION. PAD ELEV. --0.3' MIN. 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS CURBOUTLET A BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS CONNECTION DETAIL MATERIAL. PER CITY OF TEMECULA STD. DWG. NO. 303 A 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN (ENCROACHMENT PERMIT REQUIRED) SHEET 4 MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. 15' TYP. 15' TYP. PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OFr I FILL MATERIAL. 5. (EXCEPT B15 5' B C 5 C (EXCEPT , 14. DURING ROUGH GRADIN OPERATIONS AND PRIOR TO CONSTRUCTION OF oo' 04.75' M I N NOTED) M I N M I N NDS) M I N PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. PAD PAD �� z z z . 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED v ERVA FF FF BY THE DIRECTOR OF PUBLIC WORKS. PLAN 1 PLAN 1 R 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE u, �o MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TOSHEET 3 z � Z ' � roe MAX ���MAX ,� PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. R 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS ( 1 .5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT yL AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. � 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING TYPICAL_ SIDE YARD DRAINAGE PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- LARGE ESTATE HOMES ARE 25' SETBACK MIN. TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE PLAN 2 �� DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLAN 2 PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES " 12 MIN. ABOVE PAD ELEV. OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE SHEET 26" MIN 5' MIN. P/L 5' MIN. 6" MIN. PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS' 3' MIN. 1 '-fNI 1 ' 3' MIN. SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, do 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT ROUND OFF TOP MUDSILL MIN. MIN. MUDSILL IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER P/L 10.R. ISM' 5' 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. 12" MIN. 12" MIN. 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. PLAN 3 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR � � y 2� MIN. 2: 1 MAX. 6„ TYP. 2% MIN. _ TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. g SECTION A A 21� MAXr7l . MIN. 21� MAX. E 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE PLAN 3 FOR REAR YARD SLOPES GREATER SECT I ON B - B 0 THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- • THAN 5 IN VERTICAL HEIGHT RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED CONSTRUCTION N0TES & QUANTITY ESTIMATE 0 TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. LO 0 N0. ITEMQUANTITY UNIT 5' MIN. P/L o Q LOT GRADING ( 17 LOTS x 15 CY/LOT) 255 CY 3' MIN. 1 ' TYPICAL. FOOTPRINT 0 12"x12" BROOKS BOX (OR EQUIVALENT) 15 EA MUDSILL MIN. 6" MIN. N.T.S. I NDEX MAP " 0 0 „ 9 6 PVC SCH 40 DRAINAGE PIPE 1 ,076 LF a SCALE : 1 = 200 ,. Q 3" PVC SCH 40 DRAINAGE PIPE 184 LF CID LOTS INCLUDED 5 W Underground e r Service c e e r 0 CURB OUTLET CONNECTION PER DETAIL HEREON 10 EA 12" M I N. 0 BENCH MARK 2. 1 MAX. ELEVATION : 1091 .074 OWNER DEVELOPER Q 4 CLEANOUT TO GRADE 3 EA " 2% MIN. 6 MIN. w o RIVERSIDE COUNTY DESIGNATION T-46-81 STAMPED ON 2, k 1/2" En Robert Beim, hill iarn Frost do Associates BRASS DISK I N CONCRETE WALL FROM THE INTERSECTION OF RANCHO WOODS I DE CHANTEMAR, INC. � CONSTRUCT DOWN DRAIN 60 LF 21% MAX. 0 PROFESSIONAL EN6IPEERS, PLANERS k Sl KYORS CALIFORNIAROAD AND FRONT STREET 1 .7 MILES LES N/W ON FRONT STREET ® CONSTRUCT DOWN DRAIN TRANSITION TO PIPE 2 EA S E C T I 0 N C - C CALL TOLL FREE A CALIFORNIA CORPORATION a 1-800-422-4133 27555�ROAD, STE. 400*MEUA CA' MI -JEFFERSON AVENUE TO THE INTERSECTION OF JEFFERSON AND 23121 ANTONIO PARKWAY (909) 676-8042 , FAX (909) 676-7240 W I NCHESTER (HWY-79), 2.0 M I LES N/E ON WINCHESTER ROAD (HWY-79), SUITE 120 Q s" CLEANOUT TO GRADE 1 EA o TO A BRIDGE OVER THE TUCALOTA CREEK AND THE SANTA GERTRUDIS CREEKFORK. IN THE S/E W I NG WALL, 6' S/E OF CORNER OF BRIDGE RANCHO SANTA MARGARITA, 0: TWO WORK I NG DAYS BEFORE YOU D I G ABUTMENT 3' E OF STEEL GUARDRAIL, 19' N OF TELEPHONE SERVICE BOX. CA. 92688 V-DITCH PER DETAIL ON SHEET 3 169 LF LDOO-067GR 3 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE QROFESSIpH' DESIGNED BY DRAWN BY CHECKED BY Drawing No. j I/ CW CW MT RECOMMENDED BY: DATE: CITY O TEMECULA DEPARTMENT OF PUBLIC WORKS CD A.Contractor HORIZONTAL �� lam' y6 r P ns ep r d Under The Supervision 0 A ov SEE ABOVE AS SHOWN W No.43090 43090 ACCEPTED BY. DATE. `I TRACT N D . 28510 - F Q Inspector /ob DEPUTY DIR. OF PUBLIC WORKS FOR CITY ENGINEERExp. 3/31-04RONALD J. PARKS 'A'Y '"'' Date• Y.L• IT.4%T �•• PRECISE GRADING PLAN 0 VERTICAL � � �� M I HA L A. ZO MAN �a. .,.,r A'f.\'A'/.\'A'� O Date Completed rpt I V 1�- �� _._. � N/A OF DKV R.C.E. No. 4 Expires 3-31-04 R.C.E. No. 19744 Expires 9-30-01 frl ivee• a �" LOTS 2- 111 33-39 SHEET OF 4 00 o ""' • v I 1121.2 ` \ �O HP o I ���• 3? \02L — \ °�° \ o \ I CIV - \ r Q pk' CO 52.2 . `���`' h \'•Off° oh N0,� 'r2 8y N � if 7 O � .ss O I '2o A rr FG / o� lit- Fc 403) F r 2r• r 2s �. 12 N I 11 1 • 'f 'r2 O• •. ,y °° 112 .3 FSB1 .14 — � 11 S F¢ ssq / O , 10' �S, j FS cV� �• �� 00 OD 32.54 0 83.47CP / r CD � '�'' �.. � � T � ,�'r2 h� Off'° '�8 '` '�6 19 0 1 .9 1 1 0 / 1 0 (p r.,. �, 13,42� � -� spy G '`• �c9 \ , 15 Op TC o� .� �• I >s FS 18.45 A��AR /00 lit I � �`� I R 1118 1 o�w �• . / '�8 �,� r, '�°` I ' 114 79 Rw`� IM FS '�sTr '`c1,• h� ',>> 103 '°F 'fir I 11 I HP151 . 24 .9 � ' Iry � � e•S SS FS>Sq> 99 s 91116 6 �(, o, r9 1118.2 o� O� -Ili 0 • '7 '$ 7 '` 'S 33 Q5G "9 M F9 X n X c�;0M FTI1116.0 \ ' TC Gs, •' r,�s �,� C7 X I 10 Hp �� • .9) �� •9 / �' • CD I I �o \ '�r ��, i GF ,� N S �` 6 �. N N I 1116.4 0� 0 75 o •>7 r,17 j �9 � 0 a 2 111 j c� 111 7 • �� •6 •�39 10, C_� 0 I I ,� s 7 7 T 1.45% M C FR �(• \ ry �7ndM '� I 1 N• 1117 ; 17 T X I cn 11 1 FS I `D ,5 F I l — `-' 6: w G 1 11 1 S �. r Co � j l � � — 4 • O ^� 5 0 0• — R , I 0 / � - Ili � � I 10 11 F N FL 0 0 o 1116 I F p •9 r%, o> > 1 I I 40J88 1116.2 l Cam �$ < 8 \ ` • 11 , I I 11115 OpESs 11 / / '�, ` •r �o FL .0 ApRI F1 � ^a ` C G7 I ,� vE G 10'� / ��,' �c r \ o o , r9 I 1 r 7 1 l / 115.0 0 �s�. , 1114 %"'. 6. A, I F� I ,GB r— CO3 Chi ti o f T&ACk Fop �� l -- k1b•� rACHCD R FUTV o �V M �c HoUs� �t 40 o \ C7-yp z OD / t h -4 1114. 3 � g° �, / 'mac10j, 60 \\ CD a� s /ti � ss • r / , E V 35 rr Ao •� \'o$ , p� r3 N I� \ / O O _ .9FL � N , * BACKFLOW VALVES LOTS 5-6 0 _ — 40,;7 1116 's 54,06, x \ (,yy i00 , 20 0 20 40 60 —, �- 7 ---- - ��9 . \ /r Construction Nates Mill! ) )05 - - s °' o GRAPHIC SCALE — — _ \ / cv g 5.1 Q 12"x12" BROOKS BOX OR EQUIVALENT 0 1100 �� —_ �j. 0 10 4 LF 27 LF ` _ O ,�, .?9 F� 7 p3 6" PVC SCH 40 DRAINAGE PIPE, MIN 1 .5 COVER (TRAIL) ® 2.0% o ® 1.0� `0 3 92 LF �� 4 3" PVC SCH 40 DRAINAGE PIPE ►° IONS lSll'�T I DE ALK ^o ki _ 1 8 0 �b h 10 O � ® 3.89 `1 0�' moa O• �O 7 5 CURB CONICT I 0�1 PER DETAIL SHEET 1 �VDE PAI PER C.O.T. , ;TD. WG. 302 `'z O ,moo • / Q cn 1093.10 1• g ¢ 1 EX 1 1 ZN -DITCH O CONSTRUCT DOWN DRAIN PER DETAIL SHEET 3 Underground AlertBENCH MARK , �- — ti IST. 2 V-DITCH p PFP �G S GUTTER10 �8 CONSTRUCT DOWN DRAIN TO PIPE TRANSITION PER DETAIL SHEET 3 cwn ELEVATION 1091 .074 OWNER/DEVELOPER �o� � LF 116 , 2.p,$ � © RIVERSIDE COUNTY DESIGNATION T-46-81 STAMPED ON 2, k 1/2" ~ 1'OX 3 ® 13 LF 3 " ti� ' \ 9 6" CLEANOUT TO GRADE w Robert Beim Fill iam Frost do Associates BRASS DISK IN CONCRETE WALL FROM THE INTERSECTION OF RANCHO WOODS I DE CHANTEMAR, INC. 6� 6 CLEANOU CALL TOLL FREE PROFESSIONAL ENGINEERS, PLANERS k SURVEYORS CALIFORNIA ROAD AND FRONT STREET 1 .7 MILES N/W ON FRONT STREET A CALIFORNIA CORPORATION 9 E 10 Z27555 YNEZ RN, STE. 400 oMEW CA. 091 -JEFFERSON AVENUE TO THE INTERSECTION OF JEFFERSON AND V-DITCH PER DETAIL ON SHEET 3 23121 ANTONIO PARKWAY 6 3 AT I ON � z 1-800-422-4133 (909) 676--8042 , FAX (909) 676-7240 WINCHESTER (HWY-79), 2.0 MILES N/E ON WINCHESTER ROAD (HWY-79), - FOR CONT TO ABRIDGE OVER THE TUCALOTA CREEK AND THE SANTA GERTRUD I SSUITE 120 1�.�� D LDOO- 142GR o CREEKFORK. IN THE S/E WING WALL, 6' S/E OF CORNER OF BRIDGE RANCHO SANTA MARGARITA, cava TWO WORKING DAYS BEFORE YOU DIG ABUTMENT 3, E OF STEEL GUARDRAIL, 19 N OF TELEPHONE SERVICE BOX. CA. 92688 L D 00—06 7 G R CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE oVlsSIp DESIGNED BY DRAWN BY CHECKED BY Drawing No. o ��! 7/00 wRENISE PROOIICT TYPE LOTS 4 6 CW CW MT RECOMMENDED BY: DATE: CITY OF T DEPARTMENT OF PUBLIC WORKS � k $ �D ` � � n HORIZONTAL ,``� c� jyli X61 P l a s e a e Under The Supervision v i s i on Of Contractor � P P ACCEPTED BY: DATE: TRACT N 0 . 2 8 510 0 SEE ABOVE AS SHOWN � No.43090 r Inspector Exp. 3/31-04 Date: vol DEPUTY DIR. OF PUBLIC WORKS, FOR CITY ENGINEER PRECISE GRADING PLAN RONALD J. PARKS xv &.af_r A . r .ir.irvA VERTICAL Jam' CIV 1�- ��! M I HA A i/)30'9 LMAN ...f.'. :.: o Date Completed N A lF 1F�N R.C.E. No. 0 Expires r es 3-31-04 R.C.E. No. 19744 Expires r es 9-30-01 frf '�° LOTS 2-6/ OF C�� P P �'.goSHEET 2 OF 4 >>�o 0 00 3,_0" 3" CONCRETE REINFORCED WITH 1'-0" 1'-0" S��� ms's 4" 1'-6" 1'-fi" 4" 6"x6- W 1.4xW 1.4 WELDED WIRE FABRIC. TREAT EXPOSED CONCRETE `s ++ SURFACES WITH CURING COMPOUND. LONGITUDINAL SLOPE S SHALL NOT BE LESS 1120.8 ao 1127.3 qN ; THAN 5% HP o HP •� I Ln o z o 1 Lj 22 ; » CERVANTES WAY 1121 .0 ® 1121 .0 I 1127.5 1 6x 6 - 1.4 x 1.4 WWM FG 2 FG FG v . . . . 3 14 BARS o ►� ,�� �,'O 5' co v 4 ^ ,�p • o S' FF 1121 .7 FF 1128.2 - ' '` ►�`` r� 1121 .0 PE 1121 .0 bR i� 0) o �? � " FG o `a °' �- PE 1127.5 8 40325 ODESSA DR. T ' 6 0 ,L o BVC o w n 40305 ODESSA DR. V-DITCH CROSS GUTTER112 '��� B VV 1121 .0 n N INSTALL 8" CONCRETE ANCHOR WITH NOT TO SCALE ►� NOTE: GROUND TO BE PRE-WETTED TO THE FG o SATISFACTION OF THE GRADING O o N w BVV �- 4 REINFORCING BARS EVERY 10 OF i�L; • .`C, co 1121 . 10 N 25.6,f o LD� N N INSPECTOR PRIOR TO PLACEMENT 56 LF FS OF CONCRETE. VERTICAL HEIGHT OF DOWNDRAIN -- i 3 ® 3.57 GF 1121 . �' 1126.4 GF 1127.7 w- N N r r_ .-.._._.. . ._._._._� 1120.97 r- - 1119.8 TG FS i 596 i -GB .� 0 1127.65 22' 2 sx �- Fs DOWNDRAIN AND ANCHOR `n I �%K 1115.8 I E 4 N S �L aye "0 0 7 75 LF 3 0 be NOT TO SCALE r �G FS 00 �f I 120'.98 99.61 ' 6 FH 15 LF 1117.8 I 1127.2 1128. 18 1129.62 N E 6"FH 4 0 8.07% I FS FS FS EVC ; I 1115 26 117 04 i � r : , 1129.42 \1116.02 » Y;., .y..__. " �., ' 1123.44 0- ; rn3 ao �ao !_..........._..........._......._._._....._._._m_.._�- _ _._.....M_ ----..._.. _.........._. _....._....._ ._....._....._.._... _......_...._....._....._......._._._...._....._...._... _...... i _..........._......................_._..... ._ �k aej TC O Q � TC �....�._......._....-...._....._._........._.._..._.._._---t---- Tel --. �:,,,,yi._......_._._...... ._. _._._..�_...._._.__...._..._._._._...-$.._.iM-.._-_. ,� TC 1114.59 I E � � � co � co Crtr -� © 8 W Z 1115.77 5 , 0.75 n ca m V) _j } 0 cn Z �► f " i FS 200' VC i j + N N w rn 0 + 00 + 8 GV 5.59X �n 6.0� 16 l J VARIES W/SL❑PE W 12 }- I 13 P I STA=13+50 14 w �, �� 1 ,� r- �, - �, n P I EL -1 1 14.35 ! a? 5 4 n o� 4" A ti 14- Ljj I " m _ _� - -� $._.r 122.87 I E 1 W n __..__.........r._.. + „ 5 + .. __ - + N N o rn o 1129.34 0 1 1116.25 N �, ! I 1116.22 0 ! SSA DRIVE1122.36 0 "' 1131 .22 TC TC ; G-0 �,� �, RIM TC W CONCRETE i W HEADWALL I 4' i i ! F&2_5 ® 1 .0 0 1128.54 1129.74 149.0 ' 149 '00 149.00' FS FS i i i 1117.93 ! - 8" N HEADWALPROVIDE L AND DOWN - 1116.20 , , 1119.95 �---� SECTION B B FS FS RAW N o rn 6.4 TG 2 TO RECEIVE GRATING, se ; ane o 1127.6 �� •j 1125.4 IE PIPE SIZE °D b 1113. 1 1 o n j 1 '096 HP n AND TYP E • SECTION A A 1113.0 C0 `y HP 1117. 10 "' "' 1117. 10- _ 11 7. PER PLAN 1..� FS FS o HP �5T115 LF 3 0 1 71113.26 0 GB LO A 1 .982 G WELD WASHERS TO REMOVABLE EXPOSE 1-1/4" PORTION ❑F 10' FS w 1 % ` I � 1'09G GB B GRATE (4 TOTAL) THREADED ANCHOR BOLT GB 11 .4 � GF 1117.4 FG 7 1127.85 1127.65 SPLASH 4" 2 1113.50 1 .0% 111 FG FG 111 0 3/16 FS � FG FG17. 10, 00 FS FS WALL 3/16 /4 TYP. 111 4 I N ae GF 1113.6 FG / 25 ,� o� A TYP, A 3" 1117. 127. � FS20 7.85 117. FG FG 1 .09 44 PERIMETER 1113.47 1 .0% 111 42 15, FG 1127.65 9.5 SUPP❑RT BARS FS FG 10' 1117.FG o FS #4 GALV. : ..... 1112.5 1 .0% 1113.4 I ® 11L2:7. BARS AT E-GB - �-- /6420 FG 10 o - �� G 1 6• 9" ❑C 1/2'x 6" GALV, ANCH❑R 041 o v 09 11 7. o 0 1113.30 1113.47 ;� B W `) 11 B IA1 FS o B #4 GALV. BARS e 3 ❑,C, WELDED BOLTS SET IN CONCRETE ,L FS FS 1113.4 0 '� o FG 42 VV 2 TO GALV, #4 SUPPORT BARS (4 TOTAL) FF 1 1 14. 1 B W FG � PE 1113.4 FF 1117.9 1126. 6" PE 1117.2 FF 1128.5 oep PLAN 40348 ODESSA DR. ' 1111 .9 10 1117 40328 ODESSA DR. PE 1127.8 G 7•1117 NOTES: 1 1 1113.4 E-GB ` I FG FG i 36.50 F 40308 ODESSA DR. 60' _ 42.8't FG G 53.65 O 56.3 1. GROUND SHALL BE PRE WETTED TO THE SATISFACTION OF THE BUILDING OFFICIAL PRIOR TO PLACEMENT OF CONCRETE. 1 z 2. MATERIAL FOR CONSTRUCTION OF DOWNDRAIN SHALL BE CONCRETE SETBACK FOR FUTURE CD E-GB '� "4 REINFORCED WITH 6"X6" W1.4XW1.4 WELDED WIRE FABRIC. DETACHED HOUSE (TYP. ) 1 .0% 3. DOWNDRAIN TO PIPE TRANSITION SHALL NOT BE USED WITHIN 0 10' 10 10' PUBLIC ROAD RIGHT-OF-WAY. 0 < �tK ►ri 0� cv 1127 5 4. GRATE SHALL BE HOT DIP GALVANIZED AFTER FABRICATION. �9 10 N HP ac r' _ 101115.0 FL - a �' � m ,��•O iY G o m ,�Q, �� 5 TCSD EASEMENT N LOTS 9-19 DOWNDRAIN TO PIPE TRANSITION W _ V-DITCH o m 11.9 , 10, 149.00' V149.00' U CROSS GUTTER 10 1110.9 FL w 1 � �' 1 .01 1 Q N.T.S. FG 13. 1 .OX 138,59 1 25 o �� - - GB 0 MAW Z D 1110 � , Z GB 11� 00 ~ Z zoo 1120 . � '� � o 0 N 3 84.30 L 1� ►� �., •�?cn rn ►: �n 0 1 .0% ^ Construction Nates 0 SEE SHEET 3 O 12"x12" BROOKS BOX OR EQUIVALENT o FOR CONTINUATION soh P ® 1 .0X EXIST. 2' V-DITCH . O 3 6" PVC SCH 40 DRAINAGE PIPE MIN. 1 .5' COVER TRAIL PER R.G. PLANS (TRAIL) o_ n 3" PVC SCH 40 DRA I NAGE PIPE �5 CURB OUTLET CONNECTION PER DETAIL SHEET 1 Q 60 4" CLEANOUT TO GRADE Underground AlertBENCH MARK ELEVATION : 1091 .074 " OWNER/DEVELOPER SCALE: 1"=2 ' * BACKF^L0W VALVES- LOTS 7-9 38-3a O7 CONSTRUCT DOWN DRAIN PER DETAIL ON SHEET 3 � o RIVERSIDE COUNTY DESIGNATION T-46-81 STAMPED ON 2, is 1/2 0 w Robert Bei?, #rillidm Frost do Associates BRASS DISK IN CONCRETE WALL FROM THE INTERSECTION OF RANCHO WOODSIDE CHANTEMAR, INC. Q CONSTRUCT DOWN DRAIN TO PIPE TRANSITION PER DETAIL ON SHEET 3 CALL TOLL FREE PROFESSIONAL ENGINEER5, FLAMERS E S(JWUORS CALIFORNIA ROAD AND FRONT STREET 1 .7 MILES N/W ON FRONT STREET A CALIFORNIA CORPORATION 20 0 20 40 60 275551WEZ ROAD, SIE. 400 oMEDD CA. 92591 -JEFFERSON AVENUE TO THE INTERSECTION OF JEFFERSON AND 23121 ANTONIO PARKWAY 10 V-DITCH PER DETAIL THIS SHEET z 1--800-422-4133 (909) 676-8042 , FAX (909) 676-7240 WINCHESTER (HWY-79), 2.0 MILES N/E ON WINCHESTER ROAD (HWY-79), ALDOO- 142GR TO A BRIDGE OVER THE TUCALOTA CREEK AND THE SANTA GERTRUDIS SUITE 120 Q CREEKFORK. IN THE S/E WING WALL, 6' S/E OF CORNER OF BRIDGE RANCHOSANTA MARGARITA, GRAPHIC SCALE LDOO-�`O6 7GR TWO WORKING DAYS BEFORE YOU DIG ABUTMENT 3' E OF STEEL GUARDRAIL, 19' N OF TELEPHONE SERVICE BOX. 0 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK O��ssl DESIGNED BY DRAWN BY CHECKED BY Drawing No. o SCALE Q� Op'! CW � CW MT RECOMMENDED BY: DATE: CITY OF T DEPARTMENT of PIJBL I C WORKS n 7/00 Rte` REVISE PiiQal�T TYPE LO? 7 �`�� �.�- �. Tr c^ CD HORIZONTAL ,�`� ��� l� y� P I a Pr par d Under The Supervision 0 Contractor � ~ �y ACCEPTED BY: DATE: TRACT N . 285103 w No.43090 SEE ABOVE AS SHOWN Date: l� DEPUTY D I R. OF PUBLIC WORKS, FOR CITY ENGINEER _ PRECISE GRADING P A N Inspector P• '� MICHAE A. MAN RONALD J. PARKS R Ex 3 31-04 T.\'1 I.T.Y/.T. h •\ Y AxYAY.YA• VERTICAL sf' 01 V 1 V ���!Date CompIeted l� F� R.C.E. No. 4 90 Ex i r es 3-31-04 R.C.E. No. 19744 Ex i r es 9-30-01 r'j 1LOTS 7-9 3 i N/A OF C k�l P P "` - � SHEET 3 OF • 89'Oo �g 5 go. 01111111111111, 00 1 � R 1133.4 1138.4 HP f HP I `s N 1 .0% 1 .0% M 1 .0% 1 .0% 00 LO 1143.7 / co O N � _ o HP o� N Z O 1 .67' N '� .25' N � r- 1x / 1133.6 1138.6 ;n FG 24.9 FG t �` N co 1133.6 / � � 1 1138.6 h 7s FG FG 13• /�"� •pp. 40293 ODESSA DRIVE 40283 ODESSA DRIVE4.0 114 FG 1144.0 N j � cc-i � FG I �1 � r © � j 46 0 1148.4 1 1 ® N 1 40273 ODESSA DRIVE F hp •� HP 1 n I G o 1 2 o Ip-80 r_0 �'�' 3 FG 46.0 ��-•, h tO I FF 1134.3 I 1 FF 1139.3 r � 1144 • .0 FF 1144.7 �e ,moo `tiro PE 1133.6 1 PE 1138.6 2 11 . 'f FG PE 11 �- FF � rr48. 10 44.0 I�� >74 / 1;T 4p F 6 2 I 2 1 e. pE �. 2153 G r 00 B W p - W1 B W N N ^ co•�o^'' 40263 146.0 / SSq FG 1 AAQ�j •�0 N N ao�'` n co � ^ �SSq �C 1133.6 FG33.6 N 1138FG � FIG �, 6 F 144.0 [ q4I�E r F QL32�.61E 2 TG 1 FG 1 � T V_ N, G 112 15.61GF 1133.8 .25 GF 1138.8 GF 1144.2 •2t9i 2121 .4':t >> g. � � 02 � m r14 / N X43.68 IE 7 '� / A� 9- r• _ 57 LF 46 11 `° o - ae `° - co Q ® 0.5% 3 ir, ^ 1144. 17 6 G,�FG "0 o /`v 48.6 / &78 LF - �� 1133.75 72 LF T N - r 2w"D4X'. , ,..�!jr , «� - Ag °D A'"•1 -�2 �°� N 1138 75 FS 7 74 ,� �r,. o / ��- F Z 114 .4 T ►� 1 ,i' 6. •� a , 1 N S „�• FS 14 2.27 2 41 .4 I E I 44 44-46 "? 6" FH-- 20 LF 6"FH . ., 1 LF PS 19 LF 1132.52 ' 11 4. 1139-66 4 R W @ 1 .46% 1142.56 67 1 O 1 .0% 1 FS FS FS i F �o •93 7 �, 415 0 . Cr • ir;<: 1129.43 I E 1 " �135�-22 �IE �I Y r 11 159 o^? � °� 5 .g YY �'` v, F z 000 '� 11140.91 IE 014 0 -, Z 5 C� � LF 63 1146.21 o c� �-- � ' 1 c+o coI 17 >_ + N 1 18 +N '� wq t.�8 '� N 0 3 FS c� 6 1s W _ WG-0 04 14- 0 w � ^ _ OD-E-SS-A 7 , �o 44.0 cam►� oo ,� Y, 1129. v " PZ - 1,45 lg �%K r•6 6" CURB `1� �, 1131 .81 IE 5 n _. _._ .__. __. .....�.__ _. . F, ; -- �_•.,��' _. ._ RrML_ A: 0 ►� RIM '� '� � �, ao ��D� o �� _ 114 _ x�..S�. •9 do GUTTER 'S ' O 2.87 I E 1 f 7 G ,� R/W 5 5_00 W (n ► rO N� j N 45 174 • R/W r AR rC 174.90' co� ;• �6 , too 00 C 40 NN R/W Gomm mow 4 25 LF ,.. ..- °." 1 LF ' rn ao 0 1135.2 TG 2 4 25 LF N 8 G �� 1134.2 - 0 1 .0% '- SS.. . �.. .., . ® 1 .0% The � � � 157 � V , 00W ® 2. 12%( 3) co •87 J 04 rr J - - - -GB- C%4 r�• 000 1135.2 TG 1136.8 _ 2 1145.4 TG • 4 "_ 2 FG k FS FS 1143. 12 IE N - 1132.06 IE 44. 14 �. ry - �, g.5 O cv � 5 ` , PE 1137.0 12.5 i 3 98 LF A0 ) �6 G 0 1136.8 1136.8 k 1146 8 �. FG ^ / F 1145.4 TG I 1' G FG GA- 1144.4 IE 2 lb 1136.8 1136.8 _ 146 7147 FG 10 FG I I FG f- 146•$ soh O,�O o l 4 � t 0261146.(9 54.2 8 1 1 o �, B W o f °mss F 46.8 / S G ^� X41 r FF 1137.5 PE 1136.8 2 / 00 1136.8 / 1 I 114 FG 40288 ODESSA DRIVE FGA 8 1 F 8 FF 174;, / 5 .59 G p 1 E ,, 's o� � 46.8 14 '`/ ---- --� I to _ ! 1 +, 1 .0% 1136.5 1 .0% ? N 10, ``, HP SETBACK FOR FUTURE 1146.5 �0,� S ,! o 10 1 DETACHED HOUSE HP E (TYP. ) � �; 10 � b Ily' / o $ � S , * BACKFLOW VALVES-- LOTS 10911934 & 36-37 0 .00 XM L0 3'1 • 5 TCSD EASEMENT w hr w / �S F-LOTS 9-19 (or) cn � / o 148.25' 50.75' / 35 �p• ! o www rrrrr rrrr�rrr•raw www.ww.� �.��a�rn +wwwr �.��i����ww�M www�� �� iii � � •� 1130 `., g s�� v7 X. / Construction Nates LE: 1 =20' 112 NNW - �' � • 20 0 20 40 60 -w* �2 12"x12" BROOKS BOX OR EQUIVALENT 6i_m� 1125.0 TW EXIST. 2' V-DITCH ~ GRAPHIC SCALE F 'n PER R.G. PLANS o 0 0 0 0 3 6" PVC SCH 40 DRAINAGE PIPE w 1122.0 T � � � � � � � � O V) �4 3" PVC SCH 40 DRAINAGE PIPE w Underground AlertBENCH MARK ELEVATION 1091 .074 OWNER/DEVELOPER �„��o�h O5 CURB OUTLET CONNECT I ON PER DETA I L SHEET 1 0 o RIVERSIDE COUNTY DESIGNATION T-46-81 STAMPED ON 2, k 1/2" �►�'�� 6 4" CLEANOUT TO GRADE o Robert Beim, lr7'll ZlL'nt 16'717St ASSOCZQteS BRASS DISK IN CONCRETE WALL FROM THE INTERSECTION OF RANCHO WOODS I DE CHANTEMAR, INC. Q Q CALL TOLL FREE PROFESSIONAL ENGINEERS, PLAMERS k SURVEYORS CALIFORNIA ROAD AND FRONT STREET 1 .7 MILES N/W ON FRONT STREET A CALIFORNIA CORPORATION % � 1-800--422-4133 27555�OD, SlE• 400*QUA CA' 92591 -JEFFERSON AVENUE TO THE INTERSECTION OF JEFFERSON AND 23121 ANTONIO PARKWAY � (909) 676-8042 , FAX (909) 676-7240 WINCHESTER (HWY-79), 2.0 MILES N/E ON WINCHESTER ROAD (HWY-79), SUITE 120 TO A BRIDGE OVER THE TUCALOTA CREEK AND THE SANTA GERTRUDIS CREEKFORK. IN THE S/E WING WALL, 6' S/E OF CORNER OF BRIDGE RANCHO SANTA MARGARITA, TWO WORKING DAYS BEFORE YOU DIG ABUTMENT 3' E OF STEEL GUARDRAIL, 19' N OF TELEPHONE SERVICE BOX. LDOO-067GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK pEESSf DESIGNED BY DRAWN BY CHECKED BY It CITY OF TEMECULA DrawinSCALE QR ONCW CW MT RECOMMENDED BY: DATE: DEPARTMENT of PUBLIC WORKS 9 �" 0 DA. Contractor HORIZONTAL ,`�� ���� rl�' �1, P I ns ep r d Under The Supervision Of y ACCEPTED BY: DATE: TRACT o SEE ABOVE AS SHOWN w No.43090 M C N 0 . 2 8 510 DEPUTY DIR. OF PUBLIC WORKS, FOR CITY ENGINEER 4 0- Inspector EXP. 3/31-04 Date: RONALD 7,.A. .a�:r: PRECISE GRADING PLAN 0 M I CHA L A. LMAN LD J. PARKS `' �t A'!.\'A'/.\A VERTICAL Jf C y t �ti� a Date Completed �lF � R.C.E. No. 4 90 Ex Expires. 3-31-04 R.C.E. No. 19744f'f1°89� LOTS 33-37 ) 10- 11 � N/A OF C�� P" Expires 9-30-01 � SHEET 4 OF 4 �