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HomeMy WebLinkAboutRough Grading R TRACTMAPNON23143P23143GRADING NOTES 1. ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. PAUS PROJECT SITEROUGHGRADINGPLANS 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE VIA RAMI F 1� -�r� SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM -4 cRE �NZS woo OF 2' FROM THE TOP OF CUT OR FILL SLOPES. I�� CA 4p � PLACE _ p,R� r� �' B 3. MAXIMUM CUT OR FILL SLOPES = 2:1. ROAD ;, � co $ , PAW `� 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL .�00 � : 3 SITE A FILL SLOPES OVER 5' HIGH. '/ 4 �, \ 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT P 0 PICA "��- o / ••SHEET 6 SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY '° T RD• / a ' a PLACEDAND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS low � .,SPACE .. In a OVER 1' DEEP. my. 79 ��..� ET 5 n �• 6. A REGISTERED CML ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA w ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH TO SAN DIEGO �t_+•� n 13 '• 11 �. GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO VICINITY MAP / TRACT 3 3 14 �. ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, NOT TO SCALE / / 37 7° " " Ct GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. as 00� / ' w 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG SHEET 4 N w/70 A 44 72 21 f° '• TOP OF CUT SLOPES. SPAM CONSTRUCTION NOTES AND QUANTITY ESTIMATE _ • x a a41 70 '• 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN �. .� TRACT 23) 43 RIw ` • w til a, •, .4 e• a ONE FOOT. QU �ArT NO. � TO OR M I ALLED » �ti " w '• ax 1111111 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF 1 CONSTRUCT TERRACE DRAIN PER DETAIL ON SHT. NO. 2SHEET 3 ,a 12 a a .. " ` THE PRELIMINARY GEOTECHNICAL INVESTIGATION BY: LEIGHTON & ASSOCIATES 550 L.F. » w ++ „ 40 04 w \ SHEET DATED: JULY 16, 2001. Q2 CONSTRUCT DOWNDRAIN PER DETAIL ON SHT. NO. 2 2 6fj L.F. I 20 ,. 34 is 41 ,.. 63 ..� 37 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE Q CONSTRUCT TERRACE DRAIN AND DOWNDRAIN INTERSECTION PER DETAIL ON SHT. NO. 2 x'`'12 EA. '• w 31 32 " 42 '• -- s 3• �' 400 0 400 800 1200 ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-- SHEET 7 34 '• MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- ® CONSTRUCT MODIFIED TERRACE DRAIN AND DOWNDRAIN INTERSECTION PER DETAIL ON SHT. NO. 2 I EA. 3+ •• ' \`� � � "w as •• � ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. GRAPHIC SCALE O CONSTRUCT SPLASH WALL PER DETAIL ON SHT. NO. 2 (LENGTH PER PLAN) L.F. ,TRACT 23143- 1 "� .a w '•1 w 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING INSTALL 6' x 10' x 1 .0' THICK GROUTED No. 2 RIP RAP OVER 10" THICK CI_. 2 A.B. OVER 48 C•Y. 1 SER W 0. 225 3 .� w ,» 57 w w •+ w DEPARTMENT, TELEPHONE (909) 694--6411 AT LEAST 24 HOURS IN ADVANCE 70OX MIRAFI FILTER BLANKET I � M INDEX MAP REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- I 4s » ,0 SCALE 1 " = 400' TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR fi INSTALL 5 x 10 x 1 .0 o.THICK N 2 BACKING RIP RAP OVER 4 2 C.Y.THICK CL. 2 A.B. OVER I � w. I 47 EACH LOT. I g �- 700X MIRAFI FILTER BLANKETI w „ " ��-� s I 46 11. CUT SLOPES EQUAL TO OR GREATER THAN ,5 IN VERTICAL HEIGHT AND FILL Q CONSTRUCT BROW DITCH PER C.O.T. STD. No. 304 - TYPE A 2 2 AGO L.F. 41T \� w SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT SHALL �e °� BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE 8 CONSTRUCT MAINTENANCE RAMS' FOR DETENTION BASIN PER R.C.F.C.D. STD. CH 330 3 150 S•F• Immo W Q FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT INSTALL GRAVELBAGS . i I = w CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 100,000 EAI » ' (f, HEG 14 1� P/ 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS CONSTRUCT STAB I L I ZED CONSTRUCTION ENTRANCE 5 EA. I u " �'' ' '• 4, BEEN CLEARED OF WEEDS DEBRIS, TOPSOIL, AND OTHER DELETERIOUS 17 HYDROSEED ALL SLOPES EXCEEDING 3 FEET IN VERTICAL HEIGHT 500,00 S.F. 's ANO L ' ANIS CIRCLE 3• ' � MATERIAL. SHEET 12 11 3• 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN Q CONSTRUCT 4 RIBBON GUTTER PER C.O.T. STD. � 210, 212 140 L.F. � TR�iCT 2'3143.... 1 () A OPM PARK SEE OFF-SITE GRADING MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. ,3 SPACE SITE "g" DRA I NAGE LETTER DATED PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF EARTHWORK -QUANTITIES 1 1 � InSEPTEMBER17, 2001 FILL MATERIAL. 'm SHEET 13 ' 1 GRADING IN THIS AREA CUT FILL- _"N LEGEND 1 1 w n F IN �� a, e• w 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF o a 5 IS - ,w ,a, ,� az v w / PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL RAW NO'S. 3,246,000 2,684,000; Q EXISTING ELEVATION (XX.XX) � � ++»4 in SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO 96. 200 ' SF EET REMEDIAL GRADING •1 765 SO(� 1 ,765,500 �,,,, Cts 113 ,� .. _ T • T • M • ADJACENT PROPERTIES. • � • . FLOW LINE F.L. a� p w 3e HEET 1 "� � a � '� NO . 26 9 41 SHRINKAGE 554,000 ,. 1 a2 �, 1,0 ,,. 1 f 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED FINISHED GRADE F.G. M " w fox w w r BY THE DIRECTOR OF PUBLIC WORKS. 5, 407,700 5 003 500 1-' ,a44 203 21 m 0 w w v n es '`� ` Sf a• STORM DRAIN S.D. j ~' s~ " » z ` b, t7� y� 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE 0° THE OPINION OF EARTHWORK QUANTITIES St-TOWN ABOVE ARE UNADJUSTED' 'a � � SHEET » 3 ` TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE � GROSS VOLUMES AND DO NOT INCLUDE THE EFFECTS OF SCARIFYING, F I N I SHED SURFACE F.S. \ \ a, x+ 4 41yti ` MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO OVER EXCAVATION, RECOMPACTION, SHRINKAGE, SUBSIDENCE OR OTHER \ , 22 a I PAA 4= o�' „' PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. FACTORS AND ARE SUBJECT TO FIELD COND I T I ONS THAT MAY BE SPECIFIED TOP T'C' \ SH EET Z1 SITE ~E' �' w a1 ` o 31 T7 14 2 O IN THE PRELIMINARY SOILS REPORT AND ARE FOR REFERENCE AND FEE HIGH POINT H.P. ae s w = 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS (1.5) V) w 23 s » u J 3 84 N 1 ` SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT PURPOSES ONLY. LOW PO I NT L.P. w w » ++ �� 4 eo �-� m SINCE THE CIVIL ENGINEER CANNOT CONTROL THE EXACT METHOD OR MEANS 44 w n 10(9 ` a s s AND FILL SLOPES OVER 30 IN VERTICAL HEIGHT. N » SHEE USED- BY THE CONTRACTOR DURING GRADING OPERATIONS, NOR CAN THE CIVIL TOP OF SLOPE T.S. 41 31 34 w 3, 40 = � 18. A REGISTERED CML ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING OVER THE ENTIRE SITE \ ZNZ ' � ENGINEER GUARANTEE THE EXACT SOIL CONDITIONS GRADE BREAK G.B. \ w T 43 . SHEET �• � ` W 42 16 w PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- THE CIVIL ENGINEER ASSUMES NO RESPONSIBILITY FOR FINAL EARTHWORK v \ + ` 3 3 S 41 21 • n 1� N. TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- X QUANTITIES. LOT NUMBER /r \ w 37 „ 34 n 11 13 44 1• 111 10 11 » w TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL PAD ELEVATIONQL.X n -� • w a w SHEET 17 DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. TRACT BOUNDARY w. .wr o 10 ~ n w4 ti a3 n .'� 14 '� » +7 a3 'X s6 ' � M r » » • 1 EROSION CONTROL: RA P HAL BE PLANTED WITH ROSEA IC ENGINEER'S NOTICE TO CONTRACTORS i - - _ w w � � � 19 E c oL. ALL GRADED SLOPES L D E RIGHT-OF-WAY R/W a4j 10D SHE T r r » w w , a PLANT AT 12 ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE 101 % w ` PARC OVER 15 IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANS ARE OBTAINED BY SEARCH OF AVAILABLE RECORDS AND TO THE BEST OF OUR KNOWLEDGE, CENTERLINE -� w '1w �` 07 w ' 4 ITE F PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS » SHALL BE PLANTED AT 10 ON CENTERS• TREES 20 ON CENTER• COMBINATIONSTHERE ARE No EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED FLOWL I NE �-- rL- ' SHEET 21"/ `6 � 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AID ANY OTHER LINES OR SHEET 24 m 't ,� T RA� 2 314 3-5 STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR PROTECTION OF AND ANY DAMAGE CUT/FILL LINE - - - 11F - \ n ww N Y�� 73 R " 'tt113 TRACT 23143-4 ' IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER TO THESE L I PES OR STRUCTURES. NAT \ " a+ " " •• ,00 � m ,,, PER LD99-020G PER LD99-114GR 10.R. DAYLIGHT LINE -- CUT -- \ \ w a• a sQ 101,0e CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION �` " 'w 10` 'w 10 SCHOM 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT PRACTICES, CONSTRUCTION CONTRACTORS WILL BE REQU I RED TO ASSUME SOLE AND COMPLETE PROPOSED CONTOUR 9 " w a• ,w �G��`� SITE LESS THAN 1/4* PER FOOT FOR A MINIMUM 0 F 3 FEET. RESPONSIBILITY FOR JOB SITE COND I T I ONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. EXISTING CONTOUR 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO, 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR RAND HOLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM ANY AND ALL LIABILITY SD--- / DEFEND, INDEMNIFY, STORM DRAIN� CATCH BASIN TO COMMENCEMENT OF ANY CONSTRUCTION GRADING. � REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. _ 2: 1 SLOPE i TRACT 23143-3 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE T RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR FIELD CONDITIONS �-- ,-� THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- E THE CONTRACTOR SHALL BE RE BLE / R LD9� RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON ° IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION, AND SHALL BE RESPONSIBLE I f REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED � FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED. TO THE CITY ENGINEER FOR REVIEW AND AP P R OVAL. o; CAUTIOR THE ENGINEER PREPARING THESE PLANS WILL NOT RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZEDT CT 23143-2 THE CONTRACTOR IS ADVISED TO PREPARE HIS OMAN EST I MA TES CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED PER LD99-020GR o OAF EARTHWORK FOR THE PURPOSES OF BI DDI NG, CONTRACT �_, BY THE PREPARER OF THESE *PLANS*. AND CONSTRUCTION. o - SHEET INDEX 00 1 TITLE SHEET 2 DETAIL SHEET Underground erviCe Alert ENGINEERS NOTE 3-24 GRADING PLANS o OWNER APPLICANT SOILS ENGINEER PALEONTOLOGIST SOURCE OF TOPOGRAPHY BENCH MARK 25-27 EROSION CONTROL PLANS O a o THE PRIVATE ENG I NEER SIGNING THESE PLANS IS COMMUN I T I ES SOUTHWEST R.B.F. CONSULT I NG PACIFIC SOILS INC. PRINCIPE k ASSOCIATES ANALYTICAL PHOTOGRAMMETR I C SURVEYS, INC. RIVERSIDE COUNTY DESIGNATION: T-27-81 BASIS OF BEARING " RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN 181 OLD SPRINGS ROAD 647 MAIN STREET, SUITE 1A 2 1/2" BRASS DISC IN CONC. CYLINDER STAMPED T-27-81 AND ACCEPTABILITY OF THE WORK HEREON. IN THE ANAHEIM, CA 92808 27555 YNEZ ROAD 7715 CONVOY CT. 39815 MURRIETA HOT RIVERSIDE, CA 92501 FROM THE INTERSECTION OF FRONT ST. AND RANCHO CALIF. RD. , 3.4 MILES THE BEARINGS SHOWN HEREON ARE BASED ON CALL TOLL FREE CA. 92111 SPRINGS RD. (909) 686-5103 NORTHEAST ON RANCHO CALIF. RD. 44 NORTHWEST OF RANCHO CALIF. RD. A PORT I ON OF THE CENTERLINE OF CD EVENT OF DISCREPANCIES ARISING AFTER COUNTY SUITE 400 SAN DIEGO, 1-800-227-2600 APPROVAL OR DURING CONSTRUCTION, THE PRIVATE (714) 279-6555 TEMECULA, CA. 92591 (858) 560-1713 MURR I ETA, CA 92563 DATE FLOWN: SEPTEMBER 30, 1999 SET FIBERGLASS W I TNESSOPOSTR 1 I WEST OF OF POLE #1751130E. - BUTTERF I ELD STAGE ROAD, BE I NG N 14'54'58" w o ENG I NEER SHALL BE RESPONS I BLE FOR DETERMINING (909)676 8042 (909) 677-9514 T. �, 1.1�O 3 01 2G R PER TRACT MAP NO. 23143-1 , M.B. 241/79-88. < AN ACCEPTABLE SOLUTION AND REVISING THE PLANS Is LD 02-22 1 GR Q L 0 02- 164 6P. A� 002-091GI 0 FOR APPROVAL BY THE CITY. ADJ.. DATE 9-13-82 ELEV.. 1230.552 ® LD02_202GR © LD02-13 2 GR LD01 -037GR TWO WORKING DAYS BEFORE YOU DIG DATE BY REVISIONS DATE ACC'D SCALE Q�p F E S S 1 p�, DESIGNED BY DRAWN BY CHECKED BY RECOMMENDED BY: DATE: g��d CITY OF T Drawing No. LO PLANNING ■ DESIGN ■ CONSTRUCTION 8/9/02 RBF 1 REV I SED GRADING ON SHEETS 8 �/ ��p T ANNE JT / AJ / TB JT / AJ / TB JT / MT DEPARTMENT OF PUBLIC WORKS o (100 YR. OVERFLOW), 10, 12 h 13 HORIZONTAL Q � f �6, Plans Prepared Under The Supervision Of 0 PARK "C" k "D" ~� •� ACCEPTED BY: DATE. q4TRACT N0 . 231439( ) - 1 No.80132 ^� 2 p Z DEPUTY DIRECTOR OF PUBLIC WORKS Yz��. 8/16/02 RBF REV I SED QTY'S, LOT GRAD I NG O $ Z Exp_ 06i30i� 'b Date: RONALD J. PARKS 23143-69 -7t -89 -99 - 109 - 11, CALIFOFNA 92591--4fi79 Q LOTS 15 23, 104, 106, 107, 108 VERTICAL s JOHN D. TANNER, III Rough GradingPlanCON3ULT1NC3 909-�.e042 ■ FAX 909.676.7240 ■ www.RBF.cam r d1 V 1�-OF TR 23143-6 SHEETS 16 & 21 jf�o��~ R.C.E. No. 60132 Ex ires 6-30-04 R.C.E. No. 19744 Ex ires 9-30-05 �l�f9�9 9 i "14 RB.� 3. ADD1Tf0►v df F3�OIn(�!T'GF-1, 5�1��T5 z N/A OF I►\.� P P TITLE SHEET SHEET 1 OF 27 2.�14-3-11 . ,X Agevl5ev ger ki,4cc tv cvri?3 -srl'r. - / zz o3-,4a� of WIN RMF ®PE/tSED 0Ty'3, Lar 4Q4X)1NQ L /�t3lo�/�4 LOTS 4 - 37 W TR 231 14.5-i( � --;Wr � r/19In I�BF ®Rwi sic Q Erar w GLat� WLar 34 /t,/I�L441A -ry Z3/q 3-q SL . L5� . R/W R/W R/W R/W X LOT LINE 50' 66._90. — —F. . — �c— F. 2' 2' 10' 20' 20' 10' 17' 11 ' 22'--34' 22'--34' 11 ' 17' ELEV. Y__� �`L ELEV. L ELEV. LANDSCAPE LANDSCAPE 1%MIN. 1x MIN. Z � 1x MIN. Z 4' 6' 6' 4' 5' 5' 12' 12' S' 5' 1 1 1 1 AREA AREA LOT IVD. � - I I � � I � ,� _ � PAD ELEV. l l Z N K'r 127fi . 277. 2: 1 MAX : I 2.0% .Y Z Z 2 � ?•� �--- .0% 2.o -Ox -FLAT PAD I FLAT PAD FLAT PAD CUT SWALE O 1% INTO , I PAD AS SHOWN O LEFT PAD LINE PAD LINE PAD L I NE PROP. — — — — — — — — — — — — — PROP. EX. EX. — — — — —�-- — --- — — -- -- -- -- SIDEWALK SIDEWALK SIDEWALK 7� SIDEWALK R/w �_� '_—. 15'* ti SECTION Z— Z PROP. ca�G PROP. A.C./A.B. PROP. c�G EX. ca�c Ex. A.c./A.e.777 Ex. ckG oll NOT TO SCALE INTERIOR STREETS ROUGHGRADING UNDERCUT CROWNE HILL DRIVE ,�G• N ,�G• ,�G• ,�G• VARIES SEE SECTION X-X TYPICAL SECTION TYPICAL SECTION RE STET q � LOT LINE _j VARIES VARIES VARIES� PAID ELEV. � 60' MAX. 60' MAX. 60' MAX. X NOT TO SCALE NOT TO SCALE F.L. ELEV. 2 PER PLAN TYPICAL LOT GRADING DETAIL 2' 5' it PROP. NOT TO SCALE GROUND UPPER PAD 9� / TOE OF /R w R/W F RIM * CONTRACTOR TO COORD I NATE PADL I NE SETBACK SLOPE 2 i i� \9 I, .� P R ��EV. � 1� MIN. WITH DEVELOPER AS THE POTENTIAL FOR A 10' 6" AN _ - fifi SETBACK EXISTS. OWER PAD II —��i CUT SWALE O 1% INTO - --• -' 11 ' 22' 22' 11 ' .�- -ROW "��'��'��'��I- ' PAD AS SHOWN O LEFT _ 9 , STREET TEMPORARY TERRACE DRAIN PER PAI Ev MAX. 2 . 5 6 6 5 DETAIL ON THIS SHEET R S 20 10 15 * SECTION Y- Y ' SEE PLAN NOT TO SCALE �c� -� �- '��. � 2.Ox ( 2.0� •5 ULTIMATE I VARIES o � _� TYPICAL �I T.C. ELEV. GRADEH 2'TO 6' o_ PAD ELEV. EXISTING SEE PLAN � GROUND �� SEE PLAN SECTION A- 1 FOR REAR PAD & TOP OF FILL SLOPE EX. INr 2% .— 10: 1 MAX. -~ — NOT TO SCALE NOT TO SCALE SIDEWALK SIDEWALK 2: 1 MAX. EX. CkG 7EX. A.C. A.B. EX. C�cG !77 . - r7 I GRADE ROYAL CREST PLACE SECTION X- XTYPICAL SECTION NOT TO SCALE I' BENCH '-6' 2'-6" NOT TO SCALE VARIES PROPOSE-D _j VARIES VARIES PAD ELEV. 60' MAX. 60' MAX. R/W R/W PROVIDE 1.0' BENCH O 5.OX � A' � A' AS SHOWN ON PLANS " PER PLAN I 6 6 c - DOWNDRAIM 110 1.0' 2.5' 2.5' » 3» v PROP. L PER PLAN GROUND �y� R,, 12' 43' 43' 12' ON PLAN �', _ RIM ELEV 6. 6. 6' 6• ON 5 O'T ao LAR f'LA TEMPORARY TERRACE DRAIN PER •. '� 'L I 47- a0 I DETAI ON THIS SHEET — �4 L � 2X �---� � EXISTING 1 MINJ GROUND - 3" CONCRETE REINFORCED WITH DETAIL -- SPLASH WALL I EX• EX. "x6" - W1.4xW1.4 WELDED WIRE 5 SIDEWALK EX. A.C./A.B. SIDEWALK fi NOT TO SCALE EX. CacG EX. CScG I FABRIC. TREAT EXPOSED CONCRETE SECTION B— 1 P VIEW( 0 3 BUTTERFIELD STAGE SURFACES WITH CURING COMPOUND. NOT TO SCALE -� ROAD W '' 2'-6" '-6" _ TYPICAL SECTION X DETAIL ---- TERRACE DRAIN NOT TO SCALE x aa NOT TO SCALE 1r Murubr_u _, VARIES ,_ o"._. 3'--0" 3" CONCRETE REINFORCED WITH PAD ELEV. 60' MAX. PER PLAN . ..- M1N c R/W R/W 4" 1'-6" 1'-6" 4" 6"x6" - W1.4xW1.4 WELDED WIRE - ••.. �- 3 IBM- FABRIC. TREAT EXPOSED CONCRETE ? - gg SURFACES WITH CURING COMPOUND. - =.` NNDRAIN GROUND �9.,� .- _ A EXISTINGIf 12' 32' 32' 12' 14TR t �_ �� �, GROUND �" oy 6' 6' 24' 24' 6' 6' ETRAILO • 23143 '— I i r SECTION AAt TERRACE DRAIN & DOWNDRAIN INTERSECTIQN( 2� 2.O% 2.0% r- vSECTION C- 13 �' - -• "• '•' NOT TO SCALE � �- --•`{" o L o J4 BARS all C) NOT TO SCALE VII - v _� f B'-o" EX. EX SIDEWALK SIDEWALK _ " 1' BENCH 2'-6" 2'-6 EX. C&G EX. A.C./A.B. O 8 EX. CGCG o PAUBA ROAD INSTALL 8 CONCRETE ANCHOR WITH TYPICAL SECTION Underground Service Alert #4 REINFORCING BARS EVERY 10 of A r A a VERTICAL HEIGHT OF DOWNDRAIN NOT TO SCALE N 0 o `~ DOWNDR41M O i LO DETAIL '- DOWNDRAIN & ANCHOR It CALL TOLL FREE Z N NOT TO SCALE -800-227-2600 MODIFIED TERRACE DRAIN & DOWNDRAIN INTERSECTION( cl z NOT TO SCALE 4 C� TWO WORKING DAYS BEFORE YOU DIG LD01 -037GR � a DATE BY REVISIONS DATE ACC'D SALE Quo��S S IDH' DESIGNED BY DRAWN BY CHECKED BY RECOMMENDED BY: DATE: .��� CITY OF T Drawing. No. � � PLANNING ■ DESIGN ■ CONSTRUCTION ��p 0 TANNf. ! �, JT / AJ / TB JT / AJ / TB JT / MT DEPARTMENT OF PUBLIC WORKS o HORIZONTAL 'P� 6, an epared Under The Supervision Of 0 •-- �-- ACCEPTED BY: 4 DATE: �/ �� TRACT N0 . 2314392 LO 27555 YNEZ ROAD, 9lJITE 400 No.60132 Date: �� �� DEPUTY DIRECTOR OF PUBLIC WORKS `' 23143-'f —7 —8 —9 -' 10 — 11 Q TFI►�CULA, CALIFORNIA 92591-467'9 �" UP. �/�/� '� JOHN D. TANNER, III RONALD J. PARKS -- p > > > Q C C]N S U LT I N Q 909.M.e042 • FAX 909.676.7240 ■ www.RF.cam VERTICAL `1t c I Y IV ��! Rough Gradin Plan R.C.E. o. 60132 Expires 6-30-04 R.C.E. No. 19744 Expires 9-30-0� - 1989= F27#/� pDETAIL SHEET SHEET 2O � . I I ...... ...-...-. - . . .. - . ... . . . ....- ­ . . . . . . . ... .. .- 0001" or . ,. III ,%-.%$YP,P,dr . .. 00--iiiii YP9 .11i "'Iti I 11 0 o," si 11 %j N000,0 ", Iddid"i " R/W I oo�, I:���,� , oododo 0 loodd,-iii * , d'ddi loe $"'IN � 1%dN.I:%I1I1I1I � Iz:�� did I ,,I., 4!6, ....... '''I :��;!� - I .k I \/ -oddididododoodddodod�.. 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JT AJ TB RECOMMENDED BY: DATE' CITY OF TDrawing No. TAN / / JT / AJ / TB JT / MT HORIZONTAL � �- �F'D e, DEPARTMENT OF PUBLIC WORKS N �/` O o Plans Prepared Under The Supervision Of 0 ~' y - ACCEPTED BY: DATE- Z3 • " 27556 YNQ ROAD, SINT�400 1"=40 No.60132 Date: 12-2-1493DEPUTY DIRECTOR OF PUBLIC WORKS, CALIF�RIVIA 92591-48719 Exp. 06/30/04 '¢ JOHN D. TANNER, III RONALD J. PARKS TRACT NO , 23143-69 23143-8 QCONSULTING 909.876.50'42 * FAX 909.676.7240 • www.RW.com VERTICAL JCIV1\� ��� Q 0R.C.E. 60132 6--30-04 , :__ === — R/w _ -�� — — ECTIO N B-- culla � ~ -EI -� FACE _ , -4WD SUS — 3" MIN. OPENING COAD CATCH BASIN CATCH BASIN AA BETWEEN BAGS A _. 3 ON TOP ROW 00 P FLOW�- FLOW— —FLOW FLOW 3" MIN. OPENING AA BETWEEN BAGS ON AA TOP ROW. �� -�_�_ . ---- - --- - --- ----- STREET SUBGRADE EC TIO NAA—AA � _------------- ----- ----------- CHECKDAM AT CHECKDAM AT _I_l y _ --- - - �+ FLOW- BY CATCH BASIN SUMP C BASIN AA -J- G NOT TO SCALE G NOT TO SCALE STREET GRAVELBAG VELOCITY REDUCERS D NOT TO SCALE CONSTRUCTION ]NOTES • .01 �+ s ' M O v AO INSTALL GRAVELBAGS PER DETAIL "A" . HEREON. .0 OM , GRAVELBAG SPACING TABLE © INSTALL GRAVELBAG VELOCITY REDUCERS PER DETAIL "B" , HEREON. f 306 3W QC CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE PER DETAIL ON SHEET 27 f STREET GRADE LENGTH DO INSTALL GRAVELBAG DES I LT I NG BASIN PER DETAIL "D" , HEREON. B % ti,` V ` A G <4% 200' MAX. " " ^ '"`f ►-� ' INSTALL GRAVELBAG CHECKDAM PER DETAIL G HEREON. 4� TO 9� 100 MAX.MAX Q >9X 50 MAX. D G ` ' tit 100 0 100 200 300 GRAPHIC SCALE ►-- _ Gnow- / 14 ri231 A 3 kA A A 04 j" J 3- 40"N � 4 Q F- 21 / 490 91D 1! 1i /7 1i 1S 14 13 1222 ®� A r 1 - , , � y y I A '� ® N RE s 1 0Is 37Q / 4 � T 1 v I1 !t r ( � 30 31 32 33 34 1 v � + � 117-1 1, dop L — A r% its It \ -.. _-� R/w - � � 1 — � � CURB � � / � •/ j w � �` v# HYDROSEED ALL I FACE a ts `+ 1 tv Q„ 2:� 1 SLOPES EXCEEDING " ® �. 5 IN VERTICAL HEIGHT 3 MIN. OPENING ,l Q is / f i BETWEEN BAGS e �' �� 1/2 INTERVALS 1 �a� -- B LEGEND ,� + INSTALL HYDROSEED (TYPICAL) ---- - ---- -- -------- ---- --- -------- C.F. _ � � � ,. B � � � � G C Ia v RAV AG DIRECTION STREET � l O ! ' GRAVEL BAGS E FLOW , , °° 8" S•OF L to STREET Sl18GRADE v D _ / ' I I ts E „ Opp 2: 1 SLOPE � GRAVELBAG PER A w " " 45 TYPICAL GRAVELBAGGING DESILTING BASIN DETAIL B N O » » M= v M � / ''�� � �� rn DETAIL D � �� • D M. � � STABILIZED CONST. � �� v G =A NOT TO SCALE Q ®w, ts y '` ENTRANCE o INTERVALS PER SANDBAG R/W Q� d�; I S•D, v 3c: 3 ____ _ SPACING TABLE ABOVE I;° G LO Underground Service Alert =___ _ ; $, 0 CN l T , r ., M , - - 0 TYPICAL STREET GRAVELBAG PLACEMENT DETAIL / / a �_ �w / Q� 269 /1 CALL TOLL FREE '11, STREETS 0 FOR GRADED 1-800-227-2600 SECTION D—D NOT TO SCALE tt o NOT TO SCALE I� - � B ` • � SEE SHEE 26 TWO WORKING DAYS BEFORE YOU DIG LD01 -037GR 3 0 DATE BY REV I S I ONS DATE ACC'DSCALE QRp i E S S 10* DES I c ED BY DRAWN BY CHECKED BY RECOMMENDED BY: DATE: Ow o CITY OF T Drawing No. LO PLANNING ■ DESIGN ■ CON DTI U CTI O N �p TA '�� JT / AJ / TB JT / AJ / TB JT / MT � DEPARTMENT OF PUBLIC WORKS 0 HORIZONTAL ,`�� ���• F� `�� P1 ar ed Under The Supervision Of ACCEPTED BY: DATE: l � ��' TRACT N0 . 23143 "=40' No.60132 Date: D Z DEPUTY D I RECTOR OF PUBLIC WORKS Erosion Control Plan ■ ■ ■ 25 M�' `� 400 41 E"p �/�/� �} RONALD J. PARKS TEIu-CULA, CALIFOR NA 92591-4679 JOHN D D. TANNER, III C 0 N S U LT I N Q 909.676.8042 ■ FAX 909.676.7240 ■ www.RW.com VERTICAL 0R.C.E. 60132 6-30-04 .198V F p `11 No. ExpiresR.C.E. No. 19744 Expires 9-30-05 frjSHEET 25 of 27 N/A F C 1► 0 1 4wo lop L! Bit RUN I rd imp MAO IMP MTAI Mill 1 • ,• , W �` �. � .moi �� �, � _ • ` ,- RI -IMF* 3 VA�_ A RW i QNS RAW, 71r"-d ', � VIII - .� \ C�,.' 1 1 i�r■.. .., �:� / p AM 11 1" IV, Vii.-4f ,�J. ,..•� _ . 1 � 016. ,♦ ., MombiL44fth _qw '.4 IF IVA I�Ar fj4, -man apV��qq ./ r U mm ®r • h0w, .ON '100, 11M OAF WE11 II ` r / • `�. 1I �'1 �� ■moi ' �' � _ 1 ��� /" � 1 � - - � •' ' ;,� `� �- __ � _ , W4 P 4AD'A-W AL-YAJI-JI EROSION CONTROL PLANS — GENERAL NOTES 5. DEV I CES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE 1 . EROSION CONTROL IS REQUIRED FOR GRADING OPERATIONS DURING CITY ENGINEER. 10. THE CITY ENGINEER RESERVES THE RIGHT TO MAKE CHANGES OR MODIFICATIONS TO THIS PLAN AS DEEMED NECESSARY. THE RAINY SEASON, FROM OCTOBER 15TH TO APRIL 15TH. APPROVED 6. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE ENS PLANS ARE REQUIRED FOR ALL ROUGH GRADING. OF EACH WORKING DAY WHEN THE 5-DAY RAIN PROBABILITY FORECAST EXCEEDS 11 . INFORMATION ON THIS PLAN IS FOR EROSION CONTROL ONLY. ALL OTHER MARY RAUSCHENBURG COMMUNITIES SOUTHWEST 40%. INFORMATION IS SUBJECT TO CHANGE. 2. IN CASE OF EMERGENCY, CALL OF AT (909)694-5572 7. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK 12. TEMPORARY EROSION PROTECTION IS REQUIRED FOR MANUFACTURED SLOPES BERMS, SILT FENCES, AND DESILTING BASINS, ETC. PRIOR TO PERMANENT PLANTING. 3. THE DESIGN CIVIL ENGINEER WILL SUPERVISE EROSION CONTROL WORK AND INSURE THAT WORK IS IN ACCORDANCE WITH THE APPROVED PLANS IF p/L ( 8. GRADED AREAS AROUND THE TRACT PERIMETER MUST DRAIN AWAY FROM THE 13. AREAS SHALL BE MAINTAINED IN SUCH A STATE THAT FIRE ACCESS SHALL BE REQUIRED) . FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. MAINTAINED AT ALL TIMES ( INCLUDING ACCESS TO NEIGHBORING PROPERTIES) . 50 MIN. 4. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT 9. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY 14. NO OBSTRUCTION OR DISTURBANCE OF NATURAL DRAINAGE COURSES OR EXISTING ao z EXIST. A.C. ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE (ACCESS DRIVE PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED STORM DRAIN INLETS SHALL OCCUR DURING THE RAINING SEASON, UNLESS � AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO WATER CREATES A HAZARDOUS CONDITION. ADEQUATE TEMPORARY/PERMANENT DRAINAGE FACILITIES HAVE BEEN APPROVED FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS AND INSTALLED TO CARRY SURFACE WATER TO THE NEAREST PRACTICAL STREET, I I IMMINENT. SHEET 26 STORM DRAIN OR NATURAL WATER COURSE. — O A , lll y � �- MWiLE '�• / lb . A �' Q r EX I ST I NG GROUND V .moi 1--- �� �► 50' MIN. � Q �~ 1" TO 3' DIA. COARSE AGGREGATE o _ i - ; O '� 4 OVER FILTER FABR I C SAN JU � �, -- ' Q - -- --- - _ % T B z SII - ® - x 0 f A PLAr�i PROVIDE APPROPR I ATE TRANSITION r \ r ® \ • " Z`'— BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND EXIST. A.C. PAVING DETAIL STABILIZED CONSTRUCTION E B '� D T® \ �►� ti \ NOT TO SCALE c S itsVol TR , 23 '1 413 - 7h T R , 23143 - 6 TR , 2 3 1 —Ar 3 8 --4 1 1 r 0 � tot � \ c 1 1 At 14 T ,T , NJ , 2 6 9--- —4r I Q _ c � e � A r � le A p '?, -j j % 415 lee 1.00 ►` f / ; ,a I \ ly / , TR 231 �- � 010 - S %P \ Ps Q \ / c 1*e"' V 1011\ -Gftftm 11 A' fit TR , 2 31413 / \ 0, N" \ /Nk. 15. THE CONTRACTOR SHALL CONDUCT HIS OPERAT I ONS IN SUCH A MANNER THAT % .11 \ \ \ \ ♦ \ i \ / 'T STORM RUNOFF WILL BE CONTAINED WITHIN THE PROJECT OR CHANNELED INTO \\ / THE STORM DRA I N SYSTEM WH I CH SERVES THE RUNOFF AREA. STORM RUNOFF �' ' \ ` \ � ` FROM ONE AREA SHALL NOT BE ALLOWED TO DIVERT TO ANOTHER RUNOFF AREA. \ � 16. CONFORMANCE WITH THE REQUIREMENTS OF THESE PLANS SHALL IN NO WAY \ } 1 ' r I � 9. CLEARING AND GRUBBING SHOULD BE LIMITED TO AREAS THAT WILL RECEIVE / \ 1 �.� 1►,` / L RELIEVE THE CONTRACTOR FROM HIS RESPONSIBILITIES TO THIS SITE AND �C ,� B �'� IMMEDIATE GRADING. EROSION CONTROL MEASURES WILL BE REQUIRED TO \ a � ADJACENT PROPERTIES. TEMPORARY EROSION CONTROL SHALL CONSIST OF \ �► B � �- _ PROTECT AREAS WHICH HAVE BEEN CLEARED AND GRUBBED PRIOR TO GRADING \ \ BUT NOT BE LIMITED TO, CONSTRUCTING SUCH FACILITIES AND TAKING SUCH i \ A OPERATION, AND WHICH ARE SUBJECT TO RUNOFF DURING THE PERIOD OF THE I ♦�' I \ MEASURES AS ARE NECESSARY TO PREVENT, CONTROL AND ABATE WATER, MUD ,�\ \ j RAINY SEASON. THESE MEASURE MAY INCLUDE BUT SHALL NOT BE LIMITED TO: I i \ \ I * CL �,� AND EROSION DAMAGE TO PUBLIC AND PRIVATE PROPERTY AS A RESULT OF THE � \ T � GRADED DITCHES; BRUSH BARRIERS AND SILT FENCES. CARE SHALL BE � �- \ \ \ CONSTRUCTION OF THIS PROJECT. \ 'b� 1% EXERCISED TO PRESERVE VEGETATION BEYOND LIMITS OF GRADING. � �� N 100 0 100 200 300 17. SLOPES CONSTRUCTED PRIOR TO OCTOBER 1ST SHALL BE TREATED FOR EROSION i \ B 20. ALL GRADED SLOPE AREAS 5' OR MORE IN HEIGHT SHALL BE HYDROSEEDED �, v o CONTROL PRIOR TO OCTOBER 15TH. SLOPES CONSTRUCTED AFTER OCTOBER 1ST \ J� UNLESS SUFFICIENT NATURAL VEGETATION HAS BEEN ESTABLISHED AS DETERMINED \ co SHALL BE TREATED FOR EROSION CONTROL AS THE CONSTRUCTION OF SLOPE \ � � �..� '� ��� / \\ BY THE CITY OF TEMECULA PUBLIC WORKS INSPECTOR. o \ PROGRESSES IN INCREMENTS OF 25 FEET LESS MEASURED VERTICALLY. - / GRAPHIC SCALE \ �� \ 21 . BROW DITCHES SHALL BE CONSTRUCTED ON TOP OF CUTS EXCEEDING 12 FEET 1 ? 18. FILL AREAS, WHILE BEING BROUGHT UP TO GRADE AND DURING PERIODS OF \ \ MEASURED COMPLETION PRIOR TO FINAL GRADE, SHALL BE PROTECTED BY VARIOUS ED VERTICALLY. Underground Service Alert MEASURES TO ELIMINATE EROSION AND THE SILTATION OF DOWNSTREAM FACILITIES AND ADJACENT AREAS. THESE MEASURES MAY INCLUDE, BUT _ \ ` ' r• o \` SHALL NOT BE L I M I TED TO: TEMPORARY DOWNDRA I NS, E I THER I N THE FORM ` _ CONSTRUCTION ,NOTES T o OF PIPES OR PAVED DITCHES WITH PROTECTED OUTFALL AREAS; GRADED BERMS 1 . GRAVEL BAGS ARE ENCOURAGED OVER THE USE OF SANDBAGS " ® - QA INSTALL GRAVELBAGS PER DETAIL A ON SHEET 25 CALL TALL FREE NOTE:- AROUND AREAS TO ELIMINATE EROSION OF FILL SLOPES BY SURFACE RUNOFF; _ r -- AND MAY BE REQU I RED I N AREAS WHICH ARE PARTICULARLY " " I _ / "' B INSTALL GRAVELBAG VELOCITY REDUCERS PER DETAIL B , ON SHT. 2 - _� _ CONFINED PONDING AREAS TO DES I LT RUNOFF, TEMPORARY CHECK DAMS I N TOE - I�. � � SENSITIVE TO SEDIMENT DEPOSITION. __ ____ � ,� -�• -��' •�. � 1-800-227.2600 2YDRSL0PDESAEXCEEDING OF SLOPE DITCHES TO DESILT RUNOFF; PROTECTION SUCH AS SAND BAGS 1 ` —~ `', C CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE PER DETAIL, 5, AROUND INLETS WHICH HAVE NOT BEEN BROUGHT UP TO GRADE; AND EARTH •� _ 2. REQUIREMENTS FOR AND SPACING OF VELOCITY REDUCERS Q L, HEREON z D INSTALL GRAVELBAG DESILTING BASIN PER DETAIL "D" ON SHEET 25 ' � o IN VERTICAL HEIGHT BERMS AND APPROPRIATE GRADING TO DIRECT DRAINAGE AWAY FROM THE EDGE _� � � FOR STREETS WITH GRADES OF LESS THAN 4% SHALL BE � � -�-- ��---�""��� Q OF THE TOP OF SLOPES SHALL BE CONSTRUCTED AND MAINTAINED ON THOSE T AS SHOWN ON ABOVE TABLE. G INSTALL GRAVELBA " �"'~' rQ TWO WORKING DAYS BEFORE YOU DIG FILL AREAS WHERE EARTHWORK OPERATIONS ARE NOT IN PROGRESS. a G CHECKDAM PER DETAIL G ON SHEET 25 LD01 -037GR DATE BY REV I S I ONS DATE ACC'D SCALE O F E S S jp DES I GIBED BY DRAWN BY CHECKED BY FLANNINS ■ DEs:IRlN ■ CONIIiTRUCTIDN p �'�l JT / AJ / TB JT AJ TB JT / MT RECOMMENDED BY: DATE: �3 �/ CITY OF TDrawing No. ,n HORIZONTAL 4 T ANNF'y ``y / / DEPARTMENT OF PUBLIC WOR N KS o � �� ff �, Plans Prepared Under The Supervision Of o --. .-' ACCP . �ll�#I►1 27555 YNEZ ROAD, SUITE 400 1"=40' W No.60132 �. ACCEPTED BY. DATE. TRACT NO . 23143 EXP. 06/30/04 Date: R do m � � TEMECULA, CALIFORNIA 92591-4879 � � � �/ DEPUTY ONALD JRECTOR PARK OF PUBLIC WORKS 27i CONSULTING 909.676.8042 ■ FAX 909.676.7240 • www.MF.com VERTICAL sl � � �� JOHN D. TA NER, III S � � Erosion Control Plan IY1 .� Q N/A 'lF or ON R.C.E. No. 60132 Expires r es 6-30-04 R.C.E. No. 19744 Ex i r 9-30-0'S �frf-- = - a- C N+ P p es � "�" SHEET 27 of 2-7