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I I I I ' . -�� 11 I. , , I - 11� , � I'll .111 /1, I , -1-1-1- I $ � �� � � -il-, -_ - , '��.�, I - I I I � I 1 116 �Q2 I : I .-.-11�1 - - -I��,:":-,r�,, � , , , . " N PER DETAIL ON SHEET 2 11 I'll-I , I I I I � I I - � i 1 . � I . I 1�, I --1 ..... '--- -- I , , � I -1 � � I , , - I - I I , : � � I � I I I I - I I ,, I - " ,,,," -� 11 ; I � � � I " -----�� -- - -1-1-11-11 11 -�, � � I I -,�_'­', 111� 1 , I I'll "I'll � I I � - I 11 I � I � I I - I - I - ---- ,� �� r , 11�--- I'll I-11-1 I 11-� : I � � I� �; � . I ,- �'11 � � I ;:� � � I �� � I I 1 `24 � 596 103' - I -t-,I' I / � -1 ' ' I : I I I � � 'N73! � .� I I -- I$"- -� �P "LN2-6*59' $'E 959-08 � , -117--- � I I , -1 M � ,h(I -" 6 11-� "'V,,,,�,,:- � "" , �11 � 1 !,I IF 11 h, [?Ii� I I I ? 11 � I I � � . I �t �, � � I 11 21 INSTALL 6" PVC STORM DRAIN 448 , LF I � - -1-111" --- "' " e,"��"-] - ��- I�, �� , TEMECULA, CA 92591 , . ' 11� 'I", --- ��� ,� I/` 17.30' 11 )�-, �.......� 11-1 - -1 I I -.!��� -,� ,V-' <Z11z, - 11 - � . I I I � 11 , 77777ttti I ,�,-,",f,,--1- - """ - I - 11 1,"I'll,11��� 11 , -1,� ,e,":-1.1'�,I 11 I �!�!V'7`7�� 1 --,---�-,,I I--I I 11 - - ''I'll I I 1-11-, I 1� I I I I -1 I I 11-1 I I 'll, - ----, "I'll-111-11-1-1 1-11-1-- ''I 'll'' , 11 1,I I 11-11 1-11 I'll I 11-11 I-I - 1-111 � - I --, , 11, I-1- I-L�� � I I I 1 1 1, 1 . 1 2 4$' SOLID 'WHITE STRIPE TO CREATE PARKING STALL � 20 LF I LEGAIL DE ' I " 111 � I I I I � , , - I : I . � � � �6 1 11 11 I � il . le------"--------------,----�-,-----------------------------�-�-------,---,--�--�---'-I�--�L---,----,-'-�-l'-,�......­--­---­--­­--_­- , � � PARCELS 1 THROUGH� 32 1 1 1 1 1-,- I� I'll - 11DAWCLO Mi&D --I -",, - I 11 - " � I 11� 2 1� 47 EA , STATE ; X 11 � -11-1 6 EA $ 1 i . I I I I � . . I . I I . I � I 1 '$ CF) PER DETAIL ON SHEET 2. 16 � ' LF � . . � I UN . I I I INDEX MAP GY 184 LF I . I SCALE: 1"=60' 1 - I I BASIS OF BEARINGS NOTIE � I I I I � D 721 SF I . I I C. I E I . ' a- � I I I PE , 100 LF , ZONE VI, NAD83 (EPOCH 1995.5) AS ; � � . I 00 � I I- , I I I � I I I � . I � @) 12" PVC PIPE 2 EA r;-i CE STATIONS (CORS) MATH AND TRAK I I � W . I I DEVELOPER I OWNER 11,090 LF %- I . EARTHWORK OUANTMES . I I �� � BE I I V- 1. � � I I ARCH E' /CULTURAL RESOURCES I BRIDGE HOUSING CORPORATION 1 DRAIN INLET PROTECTION PER DETAIL, ON SHEET 10 1 5 EA C14 A.OLOaCAL 320 CY I I I--, I V- 19200 VON KARMAN AVENUE, SUITE 600 33REMOVE EXISTING CONCRETE SIDEWALK 1 195 SF T- AS � IF AT ANY TIME DURING EXCAVAT I ON/CONSTRUCT ION OF THE SITE, , FILL FOR REMEDIAL WORK 320 CY 1 1 - RAL,RESOL)RCES, OR ANY ARTIFACTS OR OTHER OBJECTS TEL: (949) 622-5510 1 OR PEDESTRIAN CROSSING. I 1 109 SF -r WHICH REASONABLY APPEARS TO BE EVIDENCE OF CULTURAL OR IMPORT 0 CY L I I �-- ' ' . I 1 EA b- ARCHAEOLOGICAL RESOURCE ARE DISCOVERED, THE PROPERTY OWNER SHALL TOTAL AREA OF PARCEL = 7.5 ACRES e u- I I I FLOOD ZONE I IMMEDIATELY ADVISE THE CITY OF SUCH AND THE CITY SHALL CAUSE ALL ry . FURTHER EXCAVATION OR OTHER DISTURBANCE OF THE AFFECTED AREA TO - I SHEET INDEX � IZED CONSTRUCTION ENTRANCE PER CA BMP HANDBOOK DETAIL 1 EA 0 ' � I TH L- TC-1 I < I HE DIRECTOR OF PLANNING AT HIS/HER SOLE SHEET 1 �7 1 FLOODPLAIN COMMUN1ITY' PANEL NO. 060742 '0010 B, REVISED DISCRETION MAY REQUIRE THE PROPERTY TO DEPOSIT A SUM OF MONEY IT - I I .ABMEMAMOM AND EGEND < I I 1 I . I Of I � I DEEMS REASONABLY NECESSARY TO ALLOW THE CITY TO CONSULT AND/OR I AC 0 < I I AUTHORIZE AN INDEPENDENT, FULLY QUALIFIED SPECIALIST TO INSPECT THE 2 11 " I I I HE C&-G I'll" I e ] � BENCHMARK FINAL EARTHWORK QUANTITIES. . I 1 3-4 I HORIZONTAL CONTROL PLAN FIREIDEPARTMENT CONNECTION FDC I 0 . I I FIG * 0 0 0 1 :;-- In ARCHAEOLOGICAL/CULTURAL RESOURCE, THE DIRECTOR OF PLANNING'SHALL ' 5 I I . A 2� S HI FH 0 V) NOTIFY THE PROPERTY OWNER OF- SUCH DETERMINATION AND SHALL AUTHORIZE , 6-8 - FS �...*:,: [- THE RESUMPTION OF WORK. UPON DETERMINING THAT THE DISCOVERY IS AN - '..I . I I . . � � ' FL =. . . T- ARCHAEOLOG I CAUCULTURAL RESOURCE, THE D I RECTOR OF PLANN I NG SHALL 9 WQMP-SITE PLAN . I o 1 , 1981 (SET). INSIDE FREEWAY NOTIFY THE PROPERTY OWNER THAT NO FURHE LOPMENT I . GB -, @ 0 � 10 I GF I � I 11 MAY TAKE PLACE UNTIL A MITIGATION PLAN OR OTHER CORRECTIVE MEASURES I I CURB I � %&.? W OF OVERPASS'BRIDGE, '87.9' SE OF BEGINNING OF 6 , HAVE BEN APPROVED BY THE DIRECTOR OF PLANNING, � . HP � I V- � I I I I n I . I FREEWAY R/W FENCE 1 1 1 . JNV CURB & GUTTER ' I r-f) � . . 0 I � LOW POINT. LP I /// IV-- , � . I--,' I I LIGHT � LT EDGE OF PAVEMENT W � I I . MINIMUM MIN I'll V) "I . � I I - 11 25-I I'll 11-11-11 . I . . PERCENT % � . I 0 1 � I I -- 6 bi � I . 1 2,`5 4 �5�-') x ADA : . IE n � .1 � P AL LLLL-Lj . 1--*� ALL ACCESIBLE PARKING IN THIS PROJECT IS UNASIGWD. TIC 0 1 1 CRATED INLET m I z . . � I I TG LD 1 1115 n I . TE [//./ -�t � I I . / z Of � 14725 Alton Parkway I TYPICAL TYP. 0 I--,' I � I I I -W--,Iv I 11 I Irvine, CA 92618 1 1 WI � PROPOSED CONTOUR 1125 1 1 > I : Am, A& I -i I I I 0 , I . I I I � LE n 11 ql� Phone: (949)472-3505 1 � . MBAKERINTL.COM - - I . I PROPOSED GRADE EME S ON / / c� I I I 11 I I � I v I I ; 1. I I'll 71 1 1 < I I N T E R N A T I 0 N A L I I � APPROVED By. I -- --- -7---*,a-_ I . - - - 1; I . I -- &LE ` IYATE ,---' I - I I r") I - � I � I � 11 I I I I ' I %-I.-, � n I CONSTRUCTION RECORD DATE BY REVISIONS DATE ACCID BENCH MARK Il'l I DESIGNED BY I DRAWN BY CHECKED BY I . � < sl I I t. so a AV#& 0 1 1 1 SCALE IIIIIIIII �ov Es RECOMMENDED BY: <'--�a)��_DATE: /"//(p CITY OF TEM1m%.;ULA DEPARTMENT OF PUBLIC WORKS ,--.*, I :11) . I SHEET NO. (�o I I .1 I � . NO. T-4-81 ELEV: 1120-585 . I � 1. - . Ir- I I n I I . - - !"? -- . ' � I 0 . 7, LI,'* PARCEL MAP NO. 36219 PARCELS 1 & 2 ff) I I � -- = % * BY: I DATO U-) RETE CYLINDER C-o cz 0 - -;,04 4� , I I Ir- I I . 0,41 I `- 's --Z r,I , ­ - " `--'d A I aw ��A"'I" ," � I 1&t -�r- NO. 70385 ' r" I 2 7--A , ;0( I I--,' -10 DATE: / ,e , -! -11 -1 ,r I PA05-0235 - -,-- I I 1 . , --.J.:Kj!(::: - < I " - - � F- I I I � � I F ADRI I iz I < I I I Is 11"ClSim GRADING PLAN 0 i P ow t: rm I I I 1 -1;I;11 clvl\� I � I I - 1 4' W. Of ch R.C-.E. NO. 70385 . 1.-3r40-'-/j, --4+zz-L3 I - 11 - .,La%,Cl... � n*� . � N/A * TITLE SHEET OF10 SHEETS ,-- .. L - I I.- � . I.- 11 I I � I I ..W.J. - I . I I 1� r , - � . I I � I I I 11 I I . I 11 I � . � I - I . . I I PA05 0235 SUMMERHOUSE PARCEL MAP NO 36219 PARCELS 1 & 2 1 14ill, L = I � I I 13 I A ) - ! IJ " ?I - I - I � I .1 I I I I I I I I � ---- --------.--.--,-----------,�-,------,-----------�--,--,-----�----,-�,-,�-,------,-�-�-"----"--,-�,----�------.�,--�,-,-�,-,---,-------,.-----------,�-------�-,�,��,-�,-�.�,-"-�""----�--",-,,----,-"--,-----"----"-,--,-,�,��--,-���-,.-�-,---��-,---,-,----�-,----,--�,-,---�---�-�,�--------------- ------�,�--"-"�-�,-----,----,,-"-"-"-.--,--�--------�-,-�-�,---�-,.-�,�-''---,-���,----,-,-,-----,��,----,-�-------------�-,-"-,-"---�--�---,�-�----.�--"�-"---,-�...��--..----"-.-,�,-,--�----"-,--,--,-.�-",-.-,,----��---,-----"�-",�-----------------.--------------------------------------------------------------------------------------------------------"-,-,��----�----"-,-----,---.,�---------------�----,------�,.-,----"-----,��"---�----.-"-�----�-"---��----,-,��,,�-,----,---",�,�---------------------......---------��--,--.",--�,�-�-,-"�---"----"-�,--,-,-�.,--�-,--�-----------�,�,-,--�,-,--�""-----.-----,��--,--,---,-�,-,--,-�-,-,-�,--,�--,-�--�-----.-------"----,�..----�---,-�,--,--,--,-,---,�-��-�,---��,-�"----.---.---�-"----,-----,-------�-�-----------------�,��-,--�,-"-���-,�-.-"�-��-,�-�,�-------------,---------------�,--�---"-�--,-,--,.---,-''-,""----,-----�----"��-�,,�,,�,-,-",,-.-",-"-",---�-----,--"--,-,--�-----"--,---�---,------�,--�--"--,-------��-�.---,--�-------�-"-�--,-�------�----�---,---------�-,-.---,---,----�----�"-�---,.-l-'I-I-'----'---�---LI-�--��-'-'----- ,�--l�Ill-ll--,�,-�---,-"-,��-�---�, ---------,------------------ � I ,� s 12"X1=2" NDS W/GALV. T.G. AS METAL SECURED GATE SHOWN SAWCUT 1' MIN. CL 2' MIN. OR AS DIRECTED & REMOVE EX. PAVEMENT SHRUB, P ,ANTER 'LATE P 'i;�i FC FC 12' 12' COLDPLANE EX. PAVEMENT AND APPLY AC OVERLAY w z 24" 24 PAVEMENT SECTION ( 6* PVC R I SER PER SOILS ENGINEER TO 0.10' MIN. DEPTH J � a` .5" 0.5"R ,} � ¢ w CC 1.5 1 %, FEATHER OVERLAY TO �o- CD w :.. , . . PLUG I F AT S.D. PIPE AS SHOWN 2% 2% ..-5-- �, STING .. ... .. ;1 ... .. MATCH EXISTING � �� ..,., `. �... ,��. ..�w�' .. ......R. : .�c N- o . .. . .. ..: .,. . �: : �I PLAN • •ax. ..r,,,j WW EIS OF Rll- t!7 Z (n S ; - , OMp .d.1:,0 O 0�.•O O'd.,d. w0 Np �...d�..d . '. �' X LAS a - W CD --BASE MATERIAL EX. PAVEMENTAILS 'I •, •, SAN I RY '1 . .,.: ..,... : O� PVC TA TMr.1-R "A'T HRU 'F" :. , ...... ...... TRAVERSE WEAKENED PLANE TEE NTS -JOINTS 0 20' O.C. C VSE Y AIh 4 "1813M FLU DUAL 16 _ N.T.S. 20 - N.T.S. w EX. EX VARIES VARIES 1 , 4.4'-5' 5.6'-9.4' , ' VARIES VARIES 3.6'-5.3' 17. 1 '=19.6' SN. F X. BLOCK WALL 2.3'TW 13.3' BLDG #7 4 MARGARITA ROAD ( BLDG #7 ' TW , I' X. BLOCK WALL VAR 10.0 RECREATION AREA 1 I PROP. SIDEWALK (PER f II 2.6'-2.8' _ PER LS PLANS 6" 1 _9LANDSCAPE ARCH ; FF = 1062.17 PLANS) I FF = 1062.17 2' 1" R ( ! I GRASS SWALE PAD 1061.0 , TOP OF CURB i i /8 R SIDE SLOPE 4 r fi i AC 20% MAX. EXT. CURB & GUTTER I PAD = 1061.0 r ( 2' . . p a �r '� PAVEMENT 2% MIN. w i A 4 I GRASS SWALE I o1h, D I GRASS SWALE SIDE SLOPE I w 20% MAX WQ SWALE o SIDE SLOPE GRASS SWALE 2% MIN SIDE SLOPE 2$-4" 20% MAX. SIDE SLOPE 20% MAX. c EX. `', 2% MIN. I EX. RET WALL TO BE 20% MAX'. GRASS SWALE 2% MIN. i LANDSCAPE L N 2% MIN, SIDE SLOPE ! SWALE REMOVED 20% MAX. 2% MIN. 1. CONCRETE SHALL BE CLASS 520-C-2500' 1.418 CU.FT./L.F. (0.1317 CU,M./L.M.) (: I; CU.YD. = 19.05 L.F. (1 CU.M. = 7.59 L.MJ. SECTION 2. TRANSITION TO TYPE A-6 CURB AND GUTTER AT ALL CURB NTS RETURNS, EXCEPT WHERE SIDEWALK RAMPS ARE PROVIDED ANDAECTION AT ALL CUL-DE-SACS WITH DRAINAGE STRUCTURES SE%ATION AmA S �B 3. MINIMUM PERMISSIBLE GRADE SHALL BE 0.5% UNLESS NTS NTS NTS OTHERWISE APPROVED BY THE DIRECTOR OF PUBLIC WORKS PRIOR TO DESIGN. 4. SEE STANDARD DRAWING No. 206 FOR EXPANSION JOINT DETAILS. 25 C's MFB MD GUM N.T.S. ROOF DOWNDRAIN PER BLDG ARCHITECT'S PLAN E 'EX, a N N VAR R T 10.0 BLDG #1"1 R 12.9' 24$ R/W . 3'-3.6, 1" co I TO ' 9,2 8.2' 6. 1 ©o m ,, BLDG # 11 FF = 1061.97 v � 2 1.0% I _ ----- PAD 1060.81 ; ALE S,ECT I QN ( GRADED SW TW 14- 12"X24" PRECAST CONCRETE SPLASH FF -_ 1061.97 I MARGARITA ROAD �. ,,� BLOCK (MODERN PRE-CAST OR APPROVED I ----�- , WO SWALE 2� PAD = 1060.8 GRASS SWALE ro cry EQUAL) GRASS SWALE EXT. SIDEWALK SIDE SLOPE � SIDE SLOPE �" 2:0 20% MAX. SIDE SLOPE -- -- 20% MAX. -----�.: z GRASS SWALE 2% MIN'. 20% MAX. EXT. CURB & GUTTER Q SIDE SLOPE 2% MIN. ( 2% MIN. I BLDG ----- 4 � WQ SWALE ca 2 %MMINX� SIDE SLOPE 20% MAX. I 2% MIN. I �� 24 E- ROOF DOWNDRA I N PER sECTI }NG=Go TItN ARCHITECT'S PLAN SECTION NTS NTS NTS o a PLAN r- LO j w CONQ%7E SK.Au%i cn 23 �' NOT TO SCALE �: r ..... . . .... . . LD 1 -2 }45 _ Q 14725 Alton ParkwayBUILDING ASID SAFETY Of Irvine, CA 92618 Mulchael Baker1 Phone: (949)472-3505 REVIEWED FOR COMPLIANCE W TH I TLE 24 DISABLED o MBAKERINTL.COM ACCESS REQU I REM TS ONL 0 I N T E R NA A APPROVED BY: l Q E DATE n . o CONSTRUCTION RECORD DATEBY REVISIONS DATE ACC D BENCHH MARK DESIGNED BY DRAWN BY CHECKED BY < SCALE 0PES SG / © - DEPARTMENT OF PUBLIC WORKS RECOMM ND . DATE. RIVERSIDE COUNTY BENCHMARK CITY SF TEMECULA SHEET NO.T-4-81 ELEV. 1120.585 - v 4 F w � HORIZONTAL .� �.. R THE SUPERVISION OF `R PLANS PREPARED UNDER CONTRALTO �. ti r -... Z T PARCEL N � T Y. DATE.. ARC L 11� P Q. 3621) PARCELS 1 2 2 1/2" BRASS D f SK L N CONCRETE CYLINDER p ACCEPTED _. ,: c / ca w A NOTAl ED �, S 0 ED .. N0. 7 � .... 0385 .�' s P A�5 Q�35 7 ao � G' INSPECTOR TON HIGHWAY DATE. 1 ._ , ES SOUTHEAST 79 FROM . 'S.0 MIL 0 . � WORKS CITY ENGINEER' OF PU LIC 0 DIRE TOR B OF MAIN AND FR T C THE INTERSECTION ON A R ANA R I FF TH D I G I VERTICAL PRECISEO:eGRADINGPLAN' T IN A 41 N, OF H Y 79` _V .............. C. STREETS EMECUL W COMPLETE � � r r DATE, Dl _ 0 . 70385: o* 'ON EDGE 4 W. 'OF P.P. #1623426E OF E 4 � R. EXPIRES, � � R'.C.E, N0. _' F 1. C E. NO. G A_ owDETAILOF SHEETS N AE CULTIVATED FIELD. �� Z s 3, PROPERTY n ; BOUNDARY ci « LO { a 21.4 p PROPERTY W BOUNDARY 3ui BUlLC}IMG #8 p BUILDING #L77 3".6 x 6 { I IF -p 8' ;, . cn n z N tV a 4.5' N 41N tV 41 R 5 n M„ ,4 , 2 « R U7 a , « a N 4 _. 79 654.4497 i ry E 739,Z29.2272 k -EXISTING 5 F BLOCK WALE. , « , : , E CL t - i-� 6 r. 00 w; 1 i a< „ s G 3 ry w : : , c r LINE CURVE DATA TABLE BEARING DELTA RADIUS LENGTH TANGENT x N 16 50 46 W -- 10.00 ---- v 2 N 73009' 14" E 12.02 n 3 N 73002'29" E 9.49 '` 4 90000,00" 3.00 4.71 3.00 � , { 5 N 16 55 53 W 16.00 co 6 N 73004'07" E — 27.00' -- 7 N 16 55 53 W -- 16.00 -_ L 0 _ 0 3.00 4.71 3.00 10' 5 0 0 2 30 , ._. $ 90 00. 0 w x E x . V) v w SCALE. 1 =10ry LD 1up—e.%AF-W F-1 z ac 14725 Alton Parkway BUILDING AND SAFETY IrvineBaker , CA 92618 M'Ichael Phone. (949}472-3505 REVIEWEDFOR COMPLIANCE WITH T I 24 DISABLED o MBAKERINTL.COM ACCESS REQU I REMEN ONLY o - z" APPROVED BY Q INTE �'RNATIC� A L HEZDAT " o c� CONSTRUCTION RECORD DATE BY REVISIONS DATEACC D BENCHN MAR K ` G � DESIGNED BY DRAWN Y CHECKED BY SCALE' QR0ESS/ RECOMMENDED B Y. C � DATE. DEPARTMENT OF PUBLIC CITY OF C WQRKB RIVERSIDE COUNTY BENCHMARK TEMECULA 11-* SHEET N0. NO. T_4 81 E�EV. 1120.585 c . �. FHORIZONTAL PLANS PREPARED UNDER SUPERVISION OFCONTRALTOR r7 r T PARCEL P N' 21 PAR E 2 C A tJ 36 C L 1 2 DATE. 0 9 S & N CONCRETE, CYLINDER ACCEPTED BY. BRASS DESK I CO CINDER � 212 B �: LO AS NOTE[ ... ti _ NO. 70385 DATE: � _ ., PAQ5 { 235 INSPECTOR _ .. Q UTHEAST ON HIGHWAY 79 FROM x.r , 5 0 M I SES SO fYt.Y. TY xrtix ax �IORI�S C I ENGINEER C � OF �-'UBL I C � MAIN AND... FR GRIFFITH l xt (� FRONT ANA M. GRI I THE INTERSECTION AD ;.. , RRA 1 EGRADINGPLAN VERTICAL � T U A 4 N F HWY 79 s e STREETS IN EHEC � 9 l ...19sa.. DAT COMPLETED E , o 70385 r N DG F '"�g 4 W. OF P.P. 1623426E 0 EDGE OF � , '' �. .E. No. # 0 R.C.E'. NO. EXPIRES. € ' C N A OF C A � H R1ZC3 TAL NT L CP05 OF SHEETS CULTIVATED FIELD, I { ROPERTY t� FB OUNDARY t 1 4 j i LO XISTING LO BLOCK WALL Fun W , LIa co woROPERTY _ BOUNDARY 19.7' UBLIC 12.9 R/W 0 -1 4 r I ,4 03 i a� 2 6: 1 � � 1 0.5 N 479 834.6466 E 740,273.4112 .......... 0 J Z E t N 479,761 .2534 a . t 4 19.2 E u 740 114.6 00 R m . R .r-'✓ - •:• ,� ..x. ..mu..er+e., wa:a �..nvx.. wvamnrc..+ ,✓nwFw�...nvevaumm�m.nrommn m-lw,ma.w+u r:m.-....»+..xv:..a*e...m•.+.+nem=vu.=.rave v,.•:..n.w;..«:..rrewa�..aa....x.».ummw_w•,...wv«e+.w.vnv..u.F:.wzvx�,+s�.mro. •.. •..,_ •, .-'. ..... r mrotr .amxw.�.mum.�aar..x..mmmwa»wnxwuw.�..namma�'�x.=.nn3rm-..uwvroawwsew,a.'xM..:..mwxvr.;.w ,: ,. Y e ., eoaummvapsura+mw.w.ussxirc•-e.,rx aeanac:nx:a:w*swxn.annwa...ev+uw.»wrrvwm+ox.uwwwxv,..waw.w:arc�+.»:ew'..rswrawnwsw.mumavu nrro+e..o-=.aa....� mw vww.m w�mv.=x .auw.w.w.wwMvwr wwv.�aNrru�� *+wuauttw..mw::-.�u:.u:u:'a a.'nw.w.w,e - r, u v t LINE/CURVE DATA TABLE 4@ BEARING/DELTA RADIUS LENGTH TANGENT 1 N 73004'07" E -- 18.00 -- cfl 2 90000'00" 3.00' 4.71 ' 3.00' 3 N 16 55 53 W 15.97 4 N 73004'07" E 11 .00 CSI 5 N 16 55 53 W 15..87 6`' 90000,00 3.00 4.71 3.00 r c _o z .!l Q s cr-` Q Q C!1 CJ' Q' Q F C�7 10 5 0 10 20' 30 w cn' v, � w SCALE. 1f -10 ry c LD '1 5 14725 Alton Parkway ' Irvine, CA 92618 Phone: (949)-472 -3505 ' . T M � y Q l � ' .- .t Y.... t .Y REVIEWED EWED FOR R a: ru co C OMPLI ANCE OL WI TH TLE DISABLED. Baker MBAKERINTL.COM ACCESS REQUIREMENTS NAY Mitco&, h11 oozoJ1NTE.,RNAT10NAL APPROVED BY: NAM DOE CONSTRUCTION, RECORD DATE BY REVISIONS DATE ACC D BENCH MARK . DESIGNED BY DRAWN BY CHECKEDBY . Q SCALE QRESS1 RECOMMENDED BY, DATE. TEMECULADEPARTMENTF PUBLIC WtRKSt4CITY 3F RIVERSIDE COUNTY BENCHMARK NO. T481 ELEV. 112fl.585 FSHEET N0. HORIZONTAL PLANS UNDER THE SUPERVISION OFCONTRATOR PARCEL MAP NO 3�219PARCEI12 2 1j2 BRASS DISK IN CONCRETE CYLINDER ACCEPTED BY. DATE: ull AS NOTED N0. 70385 � � fG PA0Jr023JDATE. QINSPECTOR S,O MILES SOUTHEAST0NH HIGHWAY FROM THE INTERSECTION OF MAIN AND FRONT' JK A RIANA GRIFFITH DIRECT R PUBLIC WORKS CITY ENGINEER VERTICALPRECISE. GRADINGPLAN STREETS INTEMECULAr 41 N. of HWY 79r er t DATE COMPLETED 4i wF P.P.P. fi 342fiE ON EDGE OF 0fCA R.C. NO. 70385 EXPIRES. � � RCENO. * OF 1CSHEETS CULTIVATED FIELD. N/A R NTAL � cCL ot� I � I I � . I I I � I I I I I I t � i � I CONSTRUCTION NOTES I I � � i � I I I I @ PROTECT 1NPLACE I I I I � I I R I � I . I � I I I � � I � I � � � I I � I � I I I I I � @'DISPOSITION PER S I i I 1. . . 11 I � , 1. I . I = 4 I � I I - � . I . I I . I I . I I . I I � I . - I I � . I � I . I I � I I I . � . . � I I - I— 11 ­ , . 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(WIDTH PER HORIZONTAL CONTROL PLAN) 0 tI I '"'I',"" , � "',--l"', I i - ., I ! _1111,"I'll 11, I / 1: 11 11 I I "I'll -" - 1 - � " I 1� i I I � � �, mi I I 0 " � � I ; p I � � � l I I I I � � 11 I -I— S - I i I � / - I I � __ � z I i I � : . i i ", � __ I , I � I I I 11 � � I I � il`�illf � �' I I I -11- � I � 11 I I � : E - I I I I � 11- � � I � I 1-1-i"11 I I i � ; ; � I z I x � I I I .m. � I 11 ! ' I �, t %.V I I I 1 7 ; f v � I j � I � e I I I I � � I � 7 - " t I I . I I � ___1_1-______ I I � Ir- � I I I \I� - i I � � I I I . � i ,-,`--11- I � � � "' , � to I . 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I a Irvine, CA 92618 � . > m m I " PVC PIPE 1 40 a 0 Phone: '�949)472-3505 1 n I MBAKERINTL.COM I � ONLY I--,' . I I MEN n I I I � I I I NOTE: 71 1 I � I � I If I I < I N T E R N A T I 0 N A L . I I APPROVED BY: -- N 'DATL 4(i::::p I-I I � I � I -2�L 0 1 - I I I I I , I N;..� n CONSTRUCTION RECORD , REVISIONS, DATE ACCID BENCH MARK DESIGNED BY DRAWN BY CHECKED BY . < I I I 0 1 . SCALE I �OvEss/ / I I RECOMMENDED BY: C:;;41 a . DATE: 14?--s11!? CITY OF TEMECULA DEPARTMENT OF PU13LIC WORKS I'll, RIVERSIDE COUNTY BENCHMARK :14 M. f. I I SHEET NO. (10 I . I I I I V_ NO. T-4-81 ELEV: 1120.585 / <,�N . I ;16 I "I n � I ^1\ _� I I ddgab. n I I - DISK IN CONCRETE CYLINDER 0- -- = ACCEPTED BY: I I : � 1A .1 ', PARCEL MAP NO. 36219 PARCELS 1 & 2 m- -� U-) 2 1/2" BRASS I '_4--_—,n=""— I . ... ? 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S ES PRO ERTY -62.-49- 61 .90 61 .97 61 .90 61 .67 . "A -FS, . - - -1 w 62.57 61 .97 FS 62. 13 12 FS V­ FS b=u VU0 FS J� _ t . . I FS . 61 .46 Q, 61 .67 S .j %GB - i.L037� 21 61 .59 FS 61 .5,1 S=0.005 b05 L 51.4 1 - - i - i- T F L=14.6'@ FS (61 .84�' S 15 bi 3 61 .4 TG 20 60. 1 11 3 IN S=O. 05 61 .61 1 .49 20 20 61 .2 TG 4 JO I N E�k. CURB 60L, .33- N 60.40 INV 1 L=1 dm 7_NV\ FS 3=0.033 '60.29 s 0 012 6 1' 07 INV IN �,,,61�7-2-�C L=23.3 V (61 .76 TC) S=0.012 .40 �L=10 1 61 .39 ,FS (01 .31 TC) 61 .4 _6 . TG (61 .51 FS) .6' . _jj T 61 .66 37 20 15 (60.98 FL) F \"PUBL-IC R/W FS -I i . . IS 111 60. 4 1 11 s�M 42 60 70 INV 61 .82 9 io 61 .86 5- 1.51134 61 .89 0- JL IN FS -61 .4 61 T --62. 19 GF-62. 10 GF=62. 10 GF--62.00 GF-62.00 GF--62.00 Y FS -6 -6 -6 -61 .2�tGF=61 .29 GF .61 .29 GF 61 .40 GF .09 GF 61 .71 1 GF- 1 .471 GF- 1 .471 GF- 1 .371 GF=61 .37 1-GF-61 .26 , GF- cppr� 1) �:j '56 TC I�j 17 �o- .01 %: - 1, 7* TC to, go 161 .0 b 10, b-01 b4o, J-. 0) . m ol oett_ ki 00 - Aw L (61 , -It N rs. 00 5� T .,00 1'(61 lo, T loo, C14 c*4 14 16 C7, :29-- r I IM _j FS FS - 00 8 _j 61 .32,ol' f 4- _F 61 .55 T :fL 0 >_ C14 C8cG >_ r- > > > > to C&G >- c-4 >_ C14 61 .22 FL >_ 04 < T- < rl-- 0 < (0 < (0 < 04 0=1 < (N < r- < n < 0) < rl-. < 10, < 0) < It- < 00 25 3c: 31: 3= 31: 3= JOIN EX. &RB (61 .33 TC uj uj c*4 UJ C4 ul to W to ui 't 4 GUTTER 4 uj LO W to W (0 uj r-- W r�_ W, 00 uj 0) uj 0) > co > r- > 00 > 0) A� > 0) > uj c�6 1 .00 FL 0 > 0 > N > n > > LO > 110 > 00 > 0) TE P-4 + 3 3 1-� + *--4 + + + 4_4 + + + + p N x to Ix n (r- It W cr_ Id- Ix 't + + + + + + + 0 to min n to in 0,vr) 0 to Ciro a 0 n 0 Ciro CIV) oln con MEE7 NCN 'cr q151 33 34 A _BETWrEN AREA BET N (61.73 T �0.5% �0.5%) T ��(61 .06 TC) (6 1"'.86 TC 34 DRIVEWAYS PLANTED DRIVEWAYS PLANTED STREET C L7 (60.73 FL/LP) (6 11.36 F (61 .40 F 34+26.06 PER LANDSCAPE ARCH JOIN EX. PER LANDSCAPE ARCH STREET B 71 (TYP,-BLDG 11) ................ --------- (TYP,-BLDG,-8) D' 24+11 .26 (0.5%) A� P C8cG P SDWK W (61 .86 TC) 61 .78 TC) 7 TC_ P ADA p w P SDWK .......... A /?61 .00 FL .09 TG)", , 61 .33 61 .31 P AD 61 .28 FS) e 0.96%) 0" (61 .59 FS)� �-(61 .36 FS FS FS RAMP JOIN EX. URB N EX. CURB, . _0�_ 0 0 0 0 0 40 _61 85 FS 61 .87 FS 61 ,22 6.6 JOIN EX. JOIN EX. 61 .42 61 90 T C P SDWK ADA 61 .40 FS 41 RAMP- �_2 _j E L 0 -7 CONSTRUCTION NOTES Q0 /10-,NPROTECT IN 'PLACE rl.� REMOVE EXISTING CURB LEGEND (�) REMOVE EXISTING ASPHALT PAVING ACCESSIBLE PATH k1V SAWCUT EXISTING PAVEMENT 1 ' BEYOND EXISTING EDGE OF PAVEMENT KA� GRIND AND OVERLAY EXISTING PAVEMENT AC PAVEMENT CONSTRUCT ACCESS RAMP PER APWA STD. 111-5, CASE 8, TYPE 1 (ELEVATION 'AND GRADE DETAIL ON PRECISE GRADING SHEETS). < @ CONSTRUCT TYPE "D �6" CURB PER C I TY OF TEMECULA STD. DWG. NO. 204A CONCRETE < 4�1 _�j CONSTRUCT 4' RIBBON GUTTER PER 'DETAIL ON SHEET 2 CONSTRUCT 4" S I DEWALK PER C I TY OF TEMECULA STD. DWG 400 401 . (W I DTH PER HOR I ZONTAL CONTROL PLAN) PLANTED AREA @ CONSTRUCT ACCESS RAMP PER APWA STD. 111-5, CASE TYPE 1 (ELEVAT I ON AND GRADE DETA I L ON PREC I SE GRAD I NG SHEETS,) . CONSTRUCT 4" AC OVER 6" AGGREGATE BASE (PREL I M I NARY M I N. SECT I ON - GEOTHECHN I CAL CONSULTANT TO PR'OV I DE F I NAL SECT I ON) 0 INSTALL INLET DRAIN PER DETAIL ON SHEET 2 INSTALL 6" PVC STORM DRAIN u') @ 47 SOLID WHITE STRIPE TO CREATE PARKING STALL 10 5 0 10 20 30 1­1� uj @ INSTALL 24 x12" SPLASH BLOCK AT ROOF DOWNDRAIN PER DETAIL ON SHEET 2 CONTRACTOR TO CONNECT DOWNSPOUTS TO DRAIN PIPE SCALE: 1"=10' ry CL CONSTRUCT TYPE "C" CURB AND 'GUTTER (4" CF) PER DETAIL ON SHEET 2. CONSTRUCT 6" PERFORATED AND WRAPPED PVC STORM DRA I N P I PE LD I ry 14725 Alton Parkway @ REMOVE EXISTING CONCRETE SIDEWALK BUILDING AND SAFETY Irvine, CA 92618 REMOVE EXISTING PAVEMENT STRIPING FOR PEDESTRIAN CROSSING. > Phone: (949)472-3505 REVIEWED FOR COMPLIANCE WITU TI 24 DISABLED MBAKERINTL.COM CUT EXISTING 18" PVC RISER PIPE AND INSTALL SD LID. ACCESS REQUIREME TS ONLY NOTt:: z I N T E R N A T 1 0 N A L -ADD 1 ,000 FT TO ALL APPROVED BY: - �j ELEVATION CALLOUTS. N DAT� CONSTRUCTION RECORD DATE BY REVISIONS DATE ACCID BENCH MARK DESIGNED BY DRAWN BY CHECKED BY < SCALE ESS/ 0 I---- RIVERSIDE COUNTY BENCHMARK M. RECOMMENDED BY: DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS SHEET NO. NO. T-4-81 ELEV: 1120.585 HORIZONTAL PLANS PRLPARED ,UNDER THE SUPERVI8ION OF CONTRACTOR iv ACCEPTED B DATE PARCEL MAP NO. 36219 PARCELS 1 & 2 LO 2 1/2" BRASS 'DISK IN CONCRETE, CYLINDER Y: C.0 2 m L -A 7-116 PA05-0235 INSPECTOR _0/1 f - < AS NOTED NO. 70385 DATE: __R Fx 5 5.0 MILES SOUTHEAST ON HIGHWAY 79 FROM I DIRECTOR OF PUBLIC WORKS CITY ENGIqEER THE, INTERSECTION OF MAIN AND. FRONT ADRIANA WGRIFFITH < VERTICAL PRECIS"E GRADING PLAN STREETS IN TEMECULA, 41' N. OF HWY 79, CIVI\,,. DATE. COMPLETED 4' W. OF P.P. #1623426F ON EDGE OF 70385 EXP I RES: R.C.E. NO -4, n CULTIVATED FIELD. N/A OUF c R.C.E. NO. OF 10 SHEETS AA ---------- -------------------------- ------ ------ ------- ------- I # MATCHLINE SEE SHEET 6 E , Li CONSTRUCTION NOTES Et? _ � a I P PROTECT IN PLACE ; a 4 { t } 1 REMOVE EXISTING CURB W x 3 SAWCUT EXISTING PAVEMENT 1 BEYOND EXISTING EDGE OF PAVEMENT J W r , t Ft (4) GRIND AND OVERLAY EXISTING PAVEMENT { , 15 CONSTRUCT TYPE D-6 CURB PER CITY OF TEMECULA STD. DWG. NO. 204A v « 31fiCONSTRUCT 4 R I BBONGUTTER PER DETAIL ON SHEET 2 W �; t t " 19 AGGREGATE BASE PREL I M I NARY MI N. SECT ION CD Lj.I � j ? ? k � � Q CONSTRUCT 4 AC OVER 6 { I EX I ST I IG TOT SOT n { TANT TO PROV I'DE F INA SECT I QN {PROTECT� IN PLACE) . �«, # ! 33 REMOVE EXISTING CONCRETE SIDEWALK fq ui s t n f s { e X j e f d x j < az 4 ¢'f , { ,e ff jjj t +.......,..«,.,,,a.,.._.>-.......,..,..«.....«...:,..,..,..,...........,- .,»....,. ------------ .,....v.,_,..,».,..,..,.«.,...,.., ..,.,,ry..,.,...,.........zs..,.»..,.<...,.«...,...,.,.., ..,,_...,,..,.... r a gg 1 r r j z f ! £-- (61 .23 TC 60.73 FS { i f r' if i i er / 8 `F (60.98 TC ' x rr 0 F � 6 6 S I S° { } - F f 5 .93 FS (60.32 1'C � 'b- c� 59.82 FS { I P C RB & GUTTER f , + ,. ,._-»_.,»._.-. ._ri..,�_.,»,...._ •____-__ am�, _._.. ....,ate__. .» �...,_ ..,_ .,,a._, ...»:,w ..v ._. ..?.n. I r 60. 18 TO 59.85 FS r ; i • �E D (61 .05 TO _ F` Jr j7 f 7 P ? t ... (60.72 S M AC 60.29 TC a 59.82 FL 3 59.96 FL ' JOIN EX. 1 &\&�JO,I N EX. CURB � f{ 5J`:61 FS 0.5%) GUTTER P -- 0.5% tK h f #,s e TRANSITION C6� E 6 TO 4 . ! j_ 77 P 60.35 35 TC 60. 15 TC , ROLLED CURB LO f 59.6 P 3 60.02 FS -° w.;., it PN 60.47 TC CURB P . C r 1 19 ` 59 97 FS ;¢ `° 00 0 60.31 TLC) LEGEND 59.81 S Z U- i 60.49 TO 33 � � �,t �-- P CURB 59.99 FS' 60.63 To AC PAVEMENT U- JOIN EX. URB 60. 13 FS- - (58 S ry c� 58.72 FS 60.43 60.46 60.61 E -- - z FS ---- F EXISTING SIDEWALK REMOVAL o Q 60.71 TP FS S �'� 56.04 BW . o r ry ac,tea. z 58.04 BW T NG R C. BU I LD I G _ Gl R TELT IN PLACE , ( PIN n O c� r - : g r 00 w .f EXISTING POOLI .E OT CT PR E IN PLACE 10 20 30 10 ,5 0 { - cn g a /\ & t W .. » =10' t ry SCALE. 1 /� r o- LD 1 Aw 5 0 ry 14725 Alton Parkway BUILDING AND S Irvine,;CA 92618M"Ic�hael Baker Phone: (949)472-3505 REVIEWED FOR COMPLIANCE WI H T 24 DISABLED o MBAKERINTL.COM NOTE: ACCESS 'REOU IREME IS ONLY z I N T E fR N A T N A L ADD 1 !000 FT TO ALL APPROVED BY: ELEVATION CALLOUTS. A E ATE o 0 . Q B EN MARK DESIGNED BY DRAWN BY CHECKED Y CONSTRUCTION RECORD DATE. BY REVISIONS DATE ACC'D BENCH SCALE ES v F S Z DEPARTMENT OF PUBLIC RK 0 2. R WORKS ! DATE. RECOMMENDED BY. R ECOMME ED V / D ITY F TEMECULA NCF MARK RIVERSIDE COUNTY BE �p M. � SHEET NO. NO. T-4-81 ELEV. 1120.585 � iQ F w HORIZONTAL �,, .� � PLANS PREPARED- UNDER THE SUPERVISION OF CONTRACTOR �`r .n � - � N • T F PARCEL MAP NO. 3219 PARCELS 1 & 2 z ACCEPTED BY. DATE. ac �n 2 1/2 BRASS DISK IN CONCRETE CYLINDER G AS NOTED r- ,,� Ivo. 70385 z ,A s ::: PAC15-1235 DATE: /Z 7 �i► » . _ _1 �:, „.,, Q INSPECTOR SOUTHEAST ON HIGHWAY 79 FROM Y.L :Y.L•t.Y. 5.0 MILES SO o.- .. r.;..wa Ar d 4 LJ. S CITY ENGINEER A1. 1.1.1. C WORK � . . ,K D I RECTC?R OF PUBLIC L! L.. . GRIFFITH THE INTERSECTION OF MAIN .AND FRONT ADR I A �, Q �; .f� PRECISE GRADIN ' PLAN STREETS IN TEMECULA 41'' N. OF HWY 79 VERTICAL S CIVN �� ....... � � � � ,,, ,� DATE COMPLETED0 70385 l F a ON DG F F +� N 4 W. OF' P P.P.P #1623426E E E 0 0 � R.C C.E. NO. EXPIRES.: � � � R.C E. 0 � ...,�.� osmmmA / . CULTIVATED FIELD. N fA f G�1. OF'�{a SHEETS , i r } 1 2.1 5.01 1 CONSTRUCTION NOTES PARCEL BOUNDARY 1 X. BLOCK WALL 1 59.8 TG 60.3 60.9 1 EX. GRASSY SWALE 5 9 8)(P) 26 INSTALL GRASSY SWALE PER DETAIL ON SHEET X. GRASSY SWALE (P} C60.9) (60.4 TG) 61. 57.00 INV FL FL ? EX. GRASSY SWALE (P) EG 9 AND RCWQMP EXHIBIT C. (57,60 INV) L/HP -- 27TRENCH PER DETAIL INSTALL INFILTRATION ON SHEET 9 AND RCWQMP EXHIBIT C. 26 61,9 27 E F P 61 . TG 26 27 FG 1 27 X7.9 INV Z� -- 27 0 05 ,k 61 5 : 61 INV ...:.613 , cn FG . , BUILDING #? 61.9T L 1 T�2.1? 5B -.ri FG BUILDING #8 FG FG x.x o. � c- � '�.O EX. GRASSY SWALE (REVISE X.X 0.1 FF�62,5? 61,3 �,lILDING , K5E 6 ,� x: - �- � S TOP SOIL ELEVATIONS PER 5A 5C __._ ___: .__._ --�E 5D a M..�� _____A. �� 9? x.x o.� : PRECISE GRADING PLA%1 . 1 w-_ - -- _._.. PESO 8 _ x X.X 0.07 :. XX 02 1 FL 61 .35 HP 61 . 6 1 FS �• .. s Z t> k : i C , -' O z 61 .41 TC 0 \(61.53 TC) <61.31 FSS ..._ 61 .81 _ , .. 62.08 TC FL 61,28 FS ------ < 98 FL) �� Y z w _. n (61.20 FL) <61A6 TC> 60. . _ :X.X' 2. 61 .75 FL HP 61 . 10 TC 24 TC w _._ 6.r1 .0g--FL_ :@ - �� „ o .� wY TC FS JOIN EX. CURB (60,73 FL/LP) 61,19 ' 60.77 FL .91 FL i . CURB STREET C E �fa: <z m T, I 3: ,> � k, T J _ h LEGEND k � _ 00 � ,.F---- M HYDROLOGIC SUB-BASIN r -�--_ R U-� k FLOW PATH _ _ k oa r : w _ w m W oc GRASS LINED BIO-SWALE - �` Z cry , a _ °- 1 INFILTRATION TRENCH - T NG EXIS I PLANTING PER LANDSCAPE PLANS PLANTING PER LANDSCAPE PLANS HYDROLOGIC BASIN18"-24" GRASS OR FIBROUS ROOT PLANTS 4" MIN w V �'qR VARIES 5-9 5 BASIN NUMBER VARIES SOD 6 PERFORATED PVC PIPE 1 .86 5.5 AREA (ACRES) rCOB LEp ROCK LAYED HORIZONTALLY ACROSS �0O O� TRENCH (ELEV. PER PLAN) DISCHARGE (CFS) CRUSHED 2 LAYERS 10 MIL POLYETHYLENE 6" PERFORATED MONITORING 36,, CRUSHE 36 GRAVEL LINING TYP. SIDES ONLY WELL ON A FOOT-PLATE, FLUSH oo GRAVEL 2 LAYERS 10 MIL POLYETHYLENE WITH TOP OF TRENCH c O LINING TYP. SIDES ONLY (LOCKING, REMOVABLE CAP) ° PER RCWQMP EXH. C) 12" %T%���� T T ��T��T\X<` 1057.15 - EXISTING PAD ELEVATION 12" . TYP /�T/���/�T����� 1 .0 TO 1 .5 INCH DIAMETER CRUSHED CLEAN STONE TYP //\���\��/\��/\��/\��\�\ '� 3.0 INCH DIAMETER CRUSHED CLEAN STONE FF= XXX.XX- BUILDING FINISH FLOOR ELEVATION PE= XXX.X - BUILDING PAD ELEVATION NOTES: NOTES: 1 ALL SWALES WILL BE DESIGNED WITH A MAX. OF 1% 1 . TRENCH BOTTOM SHALL MATCH BOTTOM OF CONNECTING 30 15 0 30 60 90 DRAINAGE SLOPE. SWALE 'AS MUCH AS POSSIBLE. A 3" VERTICAL 2. SWALES BETWEEN BUILDINGS WILL HAVE AN 18" BASE, DIFFERENCE IS ACCEPTABLE. E SWALES ALONG PERIMETER WILL. HAVE A 24" BASE UNLESS 2. A 6" OR THREE 4" HDPE PIPES COULD BE USED TO SCALE: 1"=30' TC = TOP OF CURB OTHER WIDTH IS SPECIFIED PER PLANS. INTERCONNECT INFILTRATION SWALES AND TRENCHES IF FL = FLOW LINE ANY EXISTING SURFACE IMPROVEMENT CONFLICTS WITH 1000 TO ALL TOP OF CURBSWALEEXCAVATION ADo INFILTRATION INFILTRATION, TRENCH AND FLOW LINE ELEVATIONS. 26 ( TYP ) 2/ co ( TYP ) N . T . S . N . T . S . T 99.60 99.95 Q T T T TYP JPS Q Q o T O 1 .0q 99.60 1 _GRASS L I NEDD� _ _ � -... _ _ �� T ROCK-F I LLED C iNF� I-BRAT I ON / CI NF I LTRAT I ON, � 99.65: a) SWALE TRENCH o o 4: 1 TYP 99.95 ~-- �Tl//� V) U W 99.60 TRANSITION FROM GRASSY SWALE TO LD 16-2045 14725 Alton Parkway BUILDING AND SAFETY i INT. ILTRATION TRENCH > Irvine, CA 92618 Phone: (949)472-3505 REVIEWED FOR COMPLLANCE WITH LE 24 DISABLED MBAKERINTL.COM ( TYP ) ACCESS REQU I REME TS ONLY o 1 z INTERNATIONAL APPROVED BY: l 1600 N E DOE / 0 0 TI N DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY Q CONSTRUC O RECORD SCALE v 4Ov ESS/py RECOMMENDED BY: DATE:( Z� ` CITYOF TEMECULA DEPARTMENT OF PUBLIC WORKS / RIVERSIDE o81 COUNTY BENCHMARK w� CSP`M. ��ql t^ HORIZONTAL ,n ON OF SHEET NO. co CONTRACTOR i PLANS PREPARED UNDER THE SUPERVISION of z PARCEL MAP N0 36219 PARCELS 1 & 2 2 1/2" BRASS DISK IN CONCRETE CYLINDER Q> m ACCEPTED BY: DATE• l� N �, T_ G - .Ar PA05-0235 l AS NOTED � N0. ?0385 � ,� " /Z"?--fG � wd �_ � �a l�S `~ �. DATE: � INSPECTOR 5.0 MILES SOUTHEAST ON HIGHWAY 79 FROM D I RECTOR OF PUBLIC WORKS CITY ENG I NEER THE INTERSECTION MAIN AND FRONT C ADR A 'M M. GR I FF I TH :, P G " A a P L A N o STREETS IN TEMECULA, 41' N. OF HWY 79, VERTICAL It DATE COMPLETED �9l I V1 ��� _ ,. rA .::ia8a..:" SITE AIn4 W. OF P.P #1623426E ON EDGE OF F OF Ch1� R.C.E. NO. 70385 EXPIRES: g /� R.C.E. NO. - r W M P _ TAN OF SH ETSCULTIVATED FIELD. N/A � 10 E CONSTRUCTION NOTES 31 CONSTRUCT FIBER ROLL PER DETAIL ON SHEET .comm. 10, PARCEL BOUNDARY EX. BLOCK WALL EX. GRASSY SCALE (P} 32 CONSTRUCT AREA DRAIN INLET PROTECTION 32 . P PER DETAIL ON SHEET 10 32 EXGRASSY SCALE ( ) 32 32 36 CONSTRUCT STABILIZED CONSTRUCTION - -- ENTRANCE PER CA BMP HANDBOOK DETAIL TC 1 � --� et 1 i� 31 TYP' 31 31 f. TYP TY BUILDING #7 T FF=62. 17 d- ! PES 1 .0 BUILDING #8 I . FF�62.57 BUILDING #11 N --lam 4 • T� 97 '' •� � n W i 32 x 4 =7 a If 11CDZ _ 11 7r _ — .. s C—) 0 :1 g _ o z ,. 3fi 6TY_p_/ wCC 4 ST-Rr.=-l _ F s„ s .,..,. :... -. ,: ...„rvavrr,.w_...nz-eexr.-sae.x;ee<...:u.,;ar...s+<..n.a^w:.:w:-a�'.:zwzz.:.r,'.,::.».wm.:..xm. ;>x...wx:.,...-.x,..>,-;.,-.,!_,.h.,.:;..—.*z:>R..N a..e:,-✓.,...vh..a...t ,.«.:,..W,J i s ,. t ru uj m E 0 i r LU i r '!. Z 4 CL . tx > , t e , ._. J FILTER FABRIC 30 15 0 30 60 90 2"X2"X24" STAKESGRAVEL BAGS FOUR FOOT MIN SPACING STAKED AND ENTRENCHED (1-HIGH} � SCALE: 1”-30' FIBER ROLL (SEDIMENT ROLL) DIAMETER (12" MIN. ) SEDIMENT LADEN FILTERS 12" MIN. RUNOFF RUNOFF 9" 'M I N. t .,___ 0f FINISHED GRADE - N AREA DRAIN/GRATE PER SD PLAN FIBER ROLL DETAIL ARTA DRAIN [NLET PROTECTION 3� NOT TO SCALE2 NOT TO SCALE E a. N O d— c N F-- ti LL_ CD <t z Q ry u � Q W O tD t� t� r w cn v w ry CL 0 TD 1 Q 14725 Alton Parkway BUILDING ASID - 50MiIrvine, CA 92618 Phone: (9492 chr Baker REVIEWED FOR COMPLIANCE W H I LE 24 DISABLED o MBAKERINTL.COM ACCESS REQU I REM TS ONLY 0 z N T E R N A T 1 0 N A L APPROVED BY: E DAlt � 0 CONSTRUCTION RECORD DATE BY REVISIONS DATE'ACGt-D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY Q SCALE v ESS/ v RIVERSIDE COUNTY BENCHMARK Q� �Hq RECOMMENDED BY, DATE,I Gr CITY C)T TEMTCUL. DEPARTMENT OF PUBLIC WORKS / NO. T-4-81 ELEV: 1120.585 wQ�a tJP M. G'�Q/l F SHEET NO. co r7 CONTRACTOR HORIZONTAL � �� ':c,�, PLANS PREPARED UNDER THE SUPERVISION OF � 2 1j2» BRASS DISK IN CONCRETE CYLINDER - ACCEPTED BY; DATE: z- �C of � � PARCEL MAP NO. 36219 PARCELS 1 & 2 AS NOTED NO. 70385 -It/2/ �..< > •J ._, » ~� PAC}rJ-0235 INSPECTOR 5.0 MILES 'SOUTHEAST ON HIGHWAY 79 FROM DATE. �2-a_� vl'.lF\' thll Q D I RECTOR OF PUBLIC WORKS j CITY ENG I NEER Y xYj=A I f- THE INTERSECTION OF MAIN AND FRONT ADR I ANA GR I FF I TH V PRECISE GRADING PLAN STREETS I N TEMECULA 41' N. OF HWY 79 VERTICAL. S el V IL Y . . ....: o Iq �' . DATE COMPLETED l �. � ... :.. • 3t� 1 a 1989 4 W. OF P.P. 1fi2342fiE ON EDGE OF X0385 9' 1 # Of C Ai.� R.C.E. N0. EXPIRES. R.C.E. N0. �. .M._. ,.:,,...�.�, o� EROSION Q� CULTIVATED FIELD. N/A °`�• & SEDIMENT CONTROL OF 10 SHEETS