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HomeMy WebLinkAboutTract Map 30669 Lot 15-21, 46-48 Precise Grading GRADING NOTES 1 . ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE 1998 CALIFORNIABUI , -23, Tract No . 30669 ANDG CODE,IFAPPENDIX CHAPTER SAMENDED BY ORDINANCE 9 , TO WATER BOARD NDIFNPDES � GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. 15 2151' 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. Precise ding P1 n DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED A MINIMUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. t� ''�► 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1 . HAS OTS 15 TO 21 AND 46 TO 48 Of. 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR LEGEND15 �7 STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS 0000.00 City Te ecUl a State In aaliforni a TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. TOP OF CURB TC 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL FLOW LINE E ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY TRACT 29639--1 THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL HIGH POINT HP LOT 13 COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. ems■�.. 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S FINISHED GRADE FG eA1.dOA DRIVE �t0 PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO FINISHED SURFACE FS ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. O °' TOP OF GRATE TG t+� 33 32 31 30 29 28 27 26 25 24 23 22 TRACT 29639-2 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN �= '� 7■ \ ONE FOOT. TOP OF FOOT I NG TF LOT 7 ...� VICINITY MAP 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE TOP OF WALL TW PRELIMINARY SOILS INVESTIGATION BY LEIGHTON AND ASSOCIATES DATED 12/17/03. - ss NOT TO SCALE TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE 54 PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN GARAGE FLOOR GF 0000.0 � ' � �� RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN 34 35 35 37 38 39 40 41 42 43 44 45 - 4x. 47 �'�:� 53 48., \ PROPERTY LINEOOA CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. PAD ELEVAT I ON PE 0000.0 I ���`� = :=� Bs 52 GUTTER 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 FINISHED FLOOR FF 0000.0 50 51 / 14 EDGE OF AVEMENT iv N HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. ACCESS THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE _�� PAS 49 / 13 EASEMENT -9 - - - FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (909) 694-6411 . WATER SERVICE --❑W 55�\ 12 z G a a z V T T / � \ � .1fi� �P 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION SEWER SERVICE -�S \ 11 IN 3. GARAGE PMPIAN AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY 55 I FUTURE TRACT TRACT 306692 elL.LEV1� DRIVE \ \ .a1 AREA DRAIN =PAD % .1 DURING THE GRADING PHASE. DRIVEWAY 31053 57 10 �, TG, I E, AND R Ev. R LOCATION PER PLAN PAD 8 8 PAD Z N 11 . POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, - - 5a r FF - j FF WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF SLOPE \ $ 9►46 o IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. - - - - d, s SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS LOT NUMBER 11 scq� 59 7 too MI P WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. D F _ 74 soJPATIO 0 12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 1 A � s1'oo• \ \ 5 _ PATIO ocn BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF UNIT TYPE/ELEVATION \ RETAINING WALL o R 5 PER SEPARATE PLAN STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACE, THE TERRAIN \ KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. B2 F'G�AD c�AD SIDEWALK MUST BE CLEARED, INVERT ELEVATION IE 4 R/W ELEV. ELEV. PARKWAY A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL B3CORED CURB UNLESS) OOA APPROVE PLACEMENT OF FILL. \ 3 CURB OTHERWISE NOTED BACKWATER VALVES OF) 64 PER PLAN 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES 2 ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING ENHANCED ELEVATION TYPE- EH \ 55 \ AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING \ 1 TYPICAL LOT DRAINAGE GRADING OPERATIONS. AMOUNT OF EXTRA DEPTH SCALE: 1 " = 100' g5 \ \ N.T.S. 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. FOOTING REQUIRED 57 LOTS INCLUDED �► 0 UNLESS OTHERWISE NOTED 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS DISTANCE TO BUILDING CORNER TIE OUT ( 1 .5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED EXTRA DEPTH FOOTING E7 Z 71 SHOWN PER PLAN CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. DROP 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION DROP GARAGE X.X' R OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION 7 L (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO 12' 3' UTILITY EASEMENT R/W ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT PER PLAN 5' 5' GROUND SHALL BE GIVEN. APPROVED PLOTTING CURRENT ARCH. ELEV. TYPE ACCESS ESMT. an S/W ARKWA , 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY ALL OF THE REQUIREMENTS 1A 1F 10 AZ , OUTLINED IN THE CITY OF TEMECULA EROSION AND SEDIMENT CONTROL STANDARD NOTES Ca THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES 1B 1C Qv TOP OF WALL PERMIT FOR CONSTURCTION ACTIVITIES, IF APPLICABLE. 1C 1D 1.0% 10� 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. . Q 1.0� QwQ`1 .0% 1.0% NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 2A 2A MIN MIN. MIN. MIN• MIN. 4 toPVC � 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO 2B 2E FOR ALLEY CONSTRUCTION SLOPE PER PLAN �,Q� � t �` 7 COMMENCEMENT OF ANY CONSTRUCTION/GRADING. SEE ACCESS ALLEY DETAIL � Q F`' 2.0 MIN. G LPN F� � ER P 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A 2C 2B PUBLIC RIGHT-OF-WAY. 3A 3A �Q� P� 0.5% MIN 21 . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT 3B 3C 16. 17' 16. 17' 16. 17' tib'�e ti��Q� ��, Q�'P E AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALLe e 2 3 3C 36 BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. SECTION A-A 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE o ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE M N.T.S. CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE CONSTRUCTION NOTES & QUANTITY ESTIMATE n C R CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. 3. 16' MIN. 3. 16' MIN " o ITEM QUANTITY UNIT 6" MIN. 6 MIN. � 2. 16' MIN 1 1 ' 2. 16' MIN �1 LOT GRADING (10 LOTS x 50 C.Y.) 500 C Y MUDS I LL * * MUDS I LL 3 2 INSTALL 3" P.V.C. SCHED. 40 js545 LF FG FGEXTo 03 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 11 EA 23.67' FOOTING I NGEPTH EXTRA DEPTH FOOTING " 23.67' 23-67' 6" MIN. =PAD ELEV-FG �� o �4 INSTALL 6 GRATE PER N.D.S. NO. 40 OR EQUIVALENT 45 EA MUDS I LL =PAD ELEV-FG i IN GARAGE AREAS WHERE NECESSARY WHERE NECESSARY N O INSTALL 3" P.V.C. SCHED. 40 22 LFSILL IS 6" MIN Uj GARAGE FLOOR `: ABOVE GARAGE �k�k* 12"OR 18" MIN. 2: 1 MAX, 3" 12"OR 18" MIN.*** _ TYPICAL FOOTPRINT = _T FLOOR SLABMIN 2% MIN. . 2% MIN. SCALE: 1" = 40' 21% MAX. 21% MAX. o GARAGE DETAIL SECTION B-B U' w V) N.T.S. UNLESS OTHERWISE NOTED N.T.S. w UNDERGROUND SERVICE SOURCE OF TOPOGRAPHY OWNER / DEVELOPER BASIS OF BEARING NOTE �k�k* VARIES PER SOILS REPORT a ALERT PLANNING ■ DESIGN ■ CONSTRUCTION CONTRACTOR TO VERIFY: IF THE SWALE FLOWLINE IS LESS ANALYTICAL PHOTOGRAMMETRIC SURVEYS, INC. U.S. HOME THAN 5' LATERALLY FROM FOOTING THEN THE FOOTING BOTTOM IS Q CALL TOIL F ME 275sYNEZROAD surrE400 647 N. MAIN STREET, SUITE 1A 391 N. MAIN STREET THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42'51 '35" WEST A MINIMUM 6 BELOW SWALE FLOWLINE. (SEE SOILS REPORT) ■ ■ ■ RIVERSIDE, CA. 92501 FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN 1-800-422-4133 �cul�`.GALA 92Mr4679 CORONA, CA 92880 C O N S U LTI N C3 909.678.8042 a FAX 909-676.7240 . www-RBF.com (909) 686-5103 ON A MAP OF TRACT NO. 29286, MB 298/86-89. DATE OF PHOTOGRAPHY 8/5/98 (909) 817-3600 TWO WORKING DAYS BEFORE YOU DIG LD04-047G R Q CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE Q�OFESSI#* DESIGNED BY DRAWN BY CHECKED BY Drawing No. o O '�� M. DOTY R. SCHAUBERT J. TANNER RECOMMENDED BY: DATE: Jr o CITY 0 F T E M E C ULA DEPARTMENT OF PUBLIC WORKS 3 1/2" DIAMETER ALUM I NUM DISK, FLUSH I N ��, 0, YAI�/ Contractor CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL ,��► iv Plans Prepared Under The Supervision Of o Vol r.., ACCEPTED BY: DATE: S �z �¢ c PRECISE GRADING PLAN o COUNTY BENCH MARK T-46-81 RESET 1997" of z t o EASTERLY OF THE CENTERLINE OF SR-79 AT AS NOTED w No.60132 rn t1 Inspector THE SOUTHEASTERLY CORNER OF THE,BRIDGE Exp 6/34/04 ___ Date: S -` O DEPUTY DIRECTOR OF PUBLIC WORKS - TRACT 30669 - PHASE 2 �' OVER SANTA GERTRUDES CREEK, 4.5 JOHN D. TANNER III RONALD J. PARKS - 8 NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL �f I I� �ti� - _ Q TITLE SHEET Date Completed CONCRETE SIDEWALK. 'lf `�E�� R.C.E. No. 60132 Exp i res 6-30-04 R.C.E. No. 19744 Expires 9-30-05frf :989-= 0 ELEVATION = 1097-163' N/A F C A SHEET 1 OF 3 TRACT 29639-1 LOT 13 r. . ............ -0 Uj Z_ *1-8WATER----------- 00 ___:RCTAINING WALL PER LANDSCAPE ARCHITECTS. PLANS—— 4 PVC 14.0 LF 0 2% AND BY SEPARATE PERMIT lilliiiilllllllllllllIIIIIIIIIIIIIIIIIIIIIIllilljllllllI (LN-ESS NOTED ON PLAN) R/W T - I --- 10 (SEE SHEET 3 FOR TOP OF WALL) TRACT 29639-1 REMOVABLE PLUG FRONT YARD WALL 0 __8 SE LOT 13 1* - 0 L1_ % 0. WYE Go 4" TG PER PLAN C 'r;; 7z ,*Z TO BE CONSTRLICTED -3 PVC 2-0 LF 0 2!L IE PER PLAN C14 PER PHASE 1 . °�A ^ ~ ~`+�- `� _ _ (UNLESS NOTED ON PLAN) CONNCECT PIPE AT Is 1" AV AR '61 1111- 4 PVC *. A 12.34 INV. 4a, W JD di 13.07 13. ?8 16.0 LF SLOPE PER PLAN FSNk 0 1.0% 13.3 FS I -� _ .. " 3' 1 S 13. S S N TG PER PLAN 14.57 FS 14. S IE PER PLAN 13.9T 14.80 FS 5' PARKWAY 4 15.09 a 14.1 TG 14.1 TG 60 FH 112.6� 6-4 & FS 3' PUE CD Li 12.77 1 E 4 14.1 TG 12. 1 .9 TG 4 12.81 1 E S 12-80 IE 4 bt Ln 14.2 2 TG 14.1 TG 5' S/W. 12.78 IE LO a r%1 to I at 14.97 4 84 14.3 1 Ln 12.60 IE 14N. .87 v c,4 co FS FS 0 12 BSS 4 14.77 At. I 33-f 15-16 PLAN 1 FS 'A'j 2 0 4 14 ti ra '02.4% 14.4 FS 0 10 TREET HP --114.2 C14 .2 14.70 F21 HP 68.6 LF 14.,2 LIGH� 12 2 2 Z.4 R/W 89.2 LF(�) HP //l--c-\ 0 V, 14.5 0 1.6% 59 5' 14.3 FF = 1115.3 HP 0" SIDEWALK TRACT 30669 00.8% rrL = 114.5 Arl 4 14. 4" WYE AS REQUIRED 1EH 14.1 TG HP HP bf 14.9 INSTALL 13.6 IE 0 13 14. S FL OF PIPE 1/2" 60 REMOVABLE - 4 8 LF ABOVE GUTTER r`7 3-00 FF 1115:2 • 0 2 14.5 ^/ 15.00 re 4 4 14 FLOWLINE PLUG 2 B 'PE 1114.4 2.0% 5.07 4 S -SO INVERT ELEV. PVC- Ob-A a- 2% 20 -*,Z-LT A PER PLAN \vR MIN 1115.4 FS LP _j 11 14.6 LL_ 4f," Z1. 15.20 C 11r% 7-F-A PE=1114.3 56 0 LF Ills �14.1 TG R ---7-_- 1 1 -4 0 1.1% 14.3 89 3 LF 13-22 4 LF .6 llllllllllliii A 13.9 TG rHP i�� 1_5% .2 45 j LF hP 7 .2 W; W% 62.6 LF 0 13.4 1 E 14.2 TG 9 14.5 1.1 4 .3 Lp .2. / _ r FF = 1115.1 o 13.7 IE a 0 13.9 TG 11 .2 14 &� PE = 1114 A 14.0 1. 3 14.2 . . CV X 14.2 TG 60 "I I 4"x4"x4" TEE 13.7 IE �% ___\ 13 14-2 4 1 F 3 /1 2.o% ju .16 /q 68 CURB & GUTTER- • .6 .5.7 \j CV _-F 4 3"x 4" REDUCER AUN 14 14.3 14.4 .4 C*4 13.9 TG 14.2 CIV • 4 14.2 3" MIN PVC (SCHEDULE 40) HPP HP 13.4 I E HP 3.7 13.8 14.2 4 14.1 TG 14.5 HP 013.6 IE k o Pf = 1115 /l HP GF=1114 GF-1114. PO ie � GF-1114.7 bt 0 LLMTM WALKWAYS PER LANDSCAPE j�_ (A OD OD CN .2 , 11 14-9 oA- ARCHITECT'S PLANS (TYP.) fA r6 3 0► LC �4.�O,> a GF--1114. .4 -1 1 1/2" 9 MIN. COVER 0) •9 IF N 0.50% 3 N1 14.22 rOc 3 ... ..,. • . 7 dbr 14 .039 --,' o" . '.t%jr EP OR EP 0.sft .2 14 Z 1 14.3 1: 174. EP 0) 9ft 6" jM TRACT 306569 HP 14.2 TG 4 (0 14•1s 15.49 13.7 1 E 11,5 14.78 TC SECTION A-A ENHANCED REAR NHA14CED1 SIDE BACKWATER 0 f527 LOT NO. ELEVATION ELEVATION VALVE _R71 15.53 r 15 YES LEFT SIDE NOT REQUIRED 14.0 TG 6 TC 16 YES NIA NOT REQUIRED 13.5 IE 4 14.4 5. PRIVATE DRAIN THROUGH CURB DETAIL 2.0% 2 15,53 17 N/A N/A NOT REQUIRED 13 HP V., TC( 18 45 MIN 14 _0 60 TC N/A N/A NOT REQUIRED -2TG 1 19 N NIA NOT REQUIRED PE=1114�3 1-5.4 .31 4 14 5 20 YES N/A NOT REQUIRED 0 3.9 TG 14.6 2. 4 1 21 YES N/A NOT REQUIRED 13.4 1 E 46 YES LEFT SIDE INOT REQUIRED EH14 1 TG CV* 14. 13.8 47 N/A N/A INOT REQUIRED FF 13.6 IE 48 YES RIGHT SIDE INOT REQUIRED 1115-3 14.5 14.2 TG ?OX TRACT 30569 (-,)-�.611.2 LF 13.1 IE It MIN- 0 1.4X 84.5 LF 70.1 LF 0 1.4% 14.,6 10 1'• 1.3% 57.7 LF 14.5 2 02.2% 111 • 14.26 5.5 12-84 IE\-v HP 1 4.7 15-05 14.6 FS 15. 14 15.17 F . FS 14.4 HP 4z) 14.9 HP 0 -S 14.3 TG .2 is. TC 12-98' 4 12.4 1 0 FS 4 14.3 TG 15.03 S 2. 1 IEFS 14.1 TG 14.2 14. E Sc 4 12.61 IE IE 4 RETAINING WALL PER . LANDSCAPE ARCHITECTS PLA W '14 7 12 S 14.2 TG ao AND BY SEPARATE PERMIT 4 (SEE SHEET 3 FOR TOP OF WALL) S T0 12.5 GHT RIM 8 SEWER- 43 5 0 0 PASADENA DRI CO 20 0 20 40 60 1b . -8 WATER— 10-0 0 GRAPHIC SCALE co trn o cj/ 0 EVC 0 CONSTRUCTION NOTES 0) 11" AV AR ^ Nbi INSTALL 4" P.V.C. SCHED. 40 <(n O3 CONSTRUCT PRIVATE DRAIN TWO" CUM PER DETAIL ON THIS SHEET LLEVUE D IV OINSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT 0 INSTALL 3* P.V.C. SCHED. 40 TRACT 30669-2 Ld lY UNDERGROUND SERVICE CD ALERT PLANNIP413 ■ DESIGN 6 CONSTRUCT113N CALL TOLL FNX 27W5 YNEZ MAD,SUM 4W 0 N 0 TEMECULA,CALIFOMA 92,W-46-n > 1-800-422-4133 _j CONSULTING 909.676.8042 FAX 909.676.7240 - www.RBF.com z c' TWO WORKING DAYS BEFORE YOU DIG LD04-047GR < _j oDESIGNED BY DRAWN BY CHECKED BY Drawing No.CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK j%tVESS1v*, SCALE RECOMMENDED BY: DATE: DEPARTMENT OF PUBLIC WORKS < Ldza CITY OF TEMECULA 0 T AN, M. DOTY R. SCHAUBERT J. TANNER <-^1 L0 HORIZONTAL Plans Prepared Under The Supervision Of 0 Contractor 0) 0 DATE: CD rn ACCEPTED BY: Zi 4- PRECISE GRADING PLAN 0 Aj rn SEE SHEET 1 1 20' mr- No.60 132 DEPUTY DIRECTOR OF PUBLIC WORKS 2 L0 Inspector '42 Dat e: TRACT 30669 - PHASE 2 EXP. 6/30/04 JOHN D. TANNER III RONALD J. PARKS < VERTICAL C1 y I\. C�) BALBOA DRIVE LOTS 15 TO 21 < Date Completed R.C.E. No. 60132 Expires 6-30-04 R.C.E. No. 19744 Expires 9-30-05 N/A or Ckv tow" PASADENA DRIVE LOTS 48 TO 48 SHEET 20F 3 - TRACT 29639--1 ~ — LOT 13 — ~ ao 24LftA _. 00 �I 25co 14.2TW 13.0 F 30• 30.94' NAI .72 E BEGIN WAL jBEG I Nn cv 80 1 .0 F _ - END WALL WALL r, tO n 3.62 N BEG I N v 3 STEPS WALL N °� O r. 3 STEPS ao 0 0.5 - BEGIN'.qW a^ 3 ST 00 a' V_ �ALL 7 26 BEGIN .42 �- 38 .5 .88 N oao •- �. •93 h• WALL ._ 5.77 •r 4 STEPS ^ '� /2-B\ 2A N h -. © 1 C 1 . , WALL 22 R R g o� � ® .7 4 STEPS •�'1 0 0.5 FRI, 0W7 III''FRI, �.88, 1� 6 _ N OO� 1 •� _ •S END F WALL L G N N h I h $ N C3CN 2F h _ ^ to _ 3q r �, 0"Lj 4, r N 'V n h QD (D M N n V ^ cv 7.43' �o h h � 68 �0 h n ►� 7.74 6 ri -32' h to 1b.57 �i h co -- .D �• v 48.00 rj 3 7.0 7 a, ... 1 S6. TRAGI 30669 0 ,�, o — n 4 � 1 7.68' co f 12' 12' I 8,04' •=� 4rJ 116.02' R �� "' °•4s' / TRACT 30669 AND (0* v 0 9 I 5.64 I R ry• I � - 12' BEGIN 10.74' .� 68 WALL cra c4 N 0 —� 14.4 TW � W 13.2 FG ` n i o 4 STEPS CP) 00.5 ' N 9.53 co END WALL 46 - E .5T E 14. � 5 STEPS � � o FG `� 2 9. 121 00.5 N In •7 FG 2 1 •g r ao BEOI N L 9. �2, •5 7# `L WAIS PA sA L pEN 25 _ / LL E L, F r �- -__ BEGIN ^ 1- ��0' WALL N i EVC 20 0 20 40 60 N w Q GRAPHIC SCALE O BELLEVUE DRIVE W UNDERGROUND SERVICE TRACT 30669-2 ALEU RT PLANNING ■ DESIGN ■ CONSTRUCTION w Irz 27&Z irWz ROAD,SUM400 0 Q 1-800--422-4133 CALFOI 92591-4678 C O N S V LT I N G 909.676.6042 FAX 909.676.7240 e www.ABF.can TWO WORKING DAYS BEFORE YOU DIG 0 LD04-047GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE IE$SI DESIGNED BY DRAWN BY CHECKED BY � DATE: L,�G Drawing No. o � M. DOTY R. SCHAUBERT J. TANNER RECOMMENDED BY: DEPARTMENT OF PUBLIC CITY OF T Contractor HORIZONTAL ���`� 0• TAN,�i� �� WORKS � y r i• Plans Prepared Under The Supervision Of LO co ACCEPTED BY: DATE: �/L 'f o r PRECISE GRADING PLAN Inspector SEE SHEET 1 1" - 20' a �•��304 �` Date: .� 4 d DEPUTY DIRECTOR OF PUBLIC WORKS o p / / JOHN D. TANNER III RONALD J. PARKS TRACT 30889 - PHASE 2 3 Date Completed VERTICAL Jt �1 Y1� ,�`! N A 'jF OF C A�t� R.C.E. No. 60132 Expires 6-30-04 R.C.E. No. 19744 - � --9ee--- HORIZONTAL CONTROL PLAN o Expires 9 30-05 r� LOTS 15 TO 21 AND 46 TO 48 SHEET 3 OF 3