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HomeMy WebLinkAboutCHICK-FIL-A ENG-2018-00395 SIP PLAN NO 19-088-19-089 AS BUILT GENERAL NOTES CI'TY OF LAKE ELSINORE 1. NOTE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND oF+ UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A 15 fp SEARCH OF AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF C}y - 74 LAKE ELSINORE DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY �r AVENUE OR COMPLETENESS OF THE LOCATION,NOR THE EXISTENCE OR NON-EXISTENCE �9 OF ANY UNDERGROUND UTILITY,PIPE OR STRUCTURE WITHIN THE LIMITS OF THE PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY a N MEASURES FOR THE PROTECTION OF ALL UTILITIES,PIPES OR STRUCTURES, J J WHETHER SHOWN ON THESE PLANS OR NOT.ANY UTILITY TES DAMAGED DURING �a THE PERFORMANCE � r N OF THE WORK SHALL BE REPAIRED OR REPLACED ro THE 74 SATISFACTION OF THE GOVERNING AGENCY BY THE CONTRACTOR,AT HIS ENGINEERS NOTICE OF. EXPENSE. 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE 2. ALL WORK SHALL CONFORM TO CITY CODES,STANDARD SPECIFICATIONS FOR RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OFCONSTRUCTION,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY.THIS PUBLIC WORKS(LATEST EDITION),AND STANDARD DRAWING OF THE COUNTY OF REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL 'Pc •� SITE - RIVERSIDE. IT IS THE CONTRACTORS RESPONSIBILITY TO BE FAMILIAR WITH THESE WORKING HOURS.THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND HOLD THE STANDARDS AND CODES AT ALL TIMES. OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT r r s 3. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR nn JI J11�1Jr3� ``"tioF �ly� FORTY-EIGHT(48)HOURS PRIOR TO BEGINNING ANY WORK.CALL FOR INSPECTION ENGINEER. LAX-5 AT(951)674-3124,EXTENSION 247,BETWEEN THE HOURS OF 9:00 AM AND 4:00 PM,MONDAY THROUGH THURSDAY. 2. ALL UNDERGROUND UTILITIES OR STRUCTURES,REPORTED OR FOUND ON PUBLIC RECORDS,ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT.THE 4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS OWNER,BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS 9h TRAFFIC MANUAL AND WATCH MANUAL AT ALL TIMES DURING CONSTRUCTION,AS HEREON,AGREES TO ASSUME LIABILITY AND HOLD THE ENGINEER HARMLESS FOR ��APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE. FAILURE TO DO SO ANY DAMAGES RESULTING FRO THE EXISTENCE OF UNDERGROUND UTILITIES OR �� =00' SHALL REQUIRE IMMEDIATE WORK STOPPAGE. STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS,OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORD LOCATIONS.THE �TM VICINITY MAP / 5. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO HAVE A DEPENDABLE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ` REPRESENTATIVE AT THE JOB SITE,AT ALL TIMES DURING CONSTRUCTION. THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER FOUND AT THE SITE.IT NOT TO SCALE 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. NECESSARY RELOCATION OF ANY UTILITIES.CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES INVOLVED,AT LEAST FORTY-EIGHT(48)HOURS PRIOR TO 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR,OR SHEET # TITLE - BEGINNING WORK. THE CONTRACTOR SHALL ALSO CONTACT UNDERGROUND LIABLE FOR UNAUTHORIZED CHANGES TO OR USES FOR THESE PLANS.ALL - SERVICE ALERT(U.S.A.)AT 1-800 422-41 33,AT LEAST FORTY-EIGHT(48) CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY ST-1 - TITLE SHEET HOURS PRIOR TO BEGINNING WORK. THE PREPARER OF THESE PLANS. ST-2 STREET IMPROVEMENT PLAN 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED 4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. WORK AREA AND RELOCATION AND COST OF ALL EXISTING UTILITIES. SUBDIVIDER CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR TO MUST INFORM THE CITY OF LAKE ELSINORE OF CONSTRUCTION SCHEDULE,PRIOR BIDDING FOR CONSTRUCTION. TO BEGINNING CONSTRUCTION. I' 8. ALL UNDERGROUND FACILITIES AND LATERALS INCLUDING BUT NOT LIMITED TO SEWER,WATER,TELEPHONE,ELECTRICITY,GAS AND DRAINAGE FACILITIES,SHALL BE IN PLACE PRIOR TO PAVING THE STREET SECTION. 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER ROUGH GRADING,TO DETERMINE THE EXACT SECTION REQUIRED. SECTION THICKNESSES SHOWN ARE FOR BONDING PURPOSES ONLY. 10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION.THE ENGINEER OF RECORD SHALL BE NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS.THE REVISIONS SHALL BE IN THE FORM OF"AS BUILT' PLANS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT. 11. ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACED TO CITY STANDARDS,AS APPROVED BY THE CITY ENGINEER. CENTERUNE TIES ARE TO BE FURNISHED TO THE CITY ENGINEER UPON COMPLETION OF THE PROJECT AND BEFORE ACCEPTANCE IS GRANTED. 12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE WITHIN PUBLIC RIGHTS-OF-WAY.BEFORE ISSUANCE OF SAID PERMIT,THE - - CONTRACTOR/DEVELOPER MUST PROVIDE THE CITY ENGINEER WITH CERTIFICATE OF INSURANCE AND REQUIRED BONDING FOR PUBUC IMPROVEMENTS.THE ENCROACHMENT PERMIT MUST BE PRESENT AT THE JOB SITE DURING THE TOTAL TIME OF THE PROJECT CONSTRUCTION ALONG WITH AN APPROVED SET OF IMPROVEMENT PLANS. 13. IF AN ENCROACHMENT PERMIT IS REQUIRED THROUGH THE DISTRICT NO.8 OFFICE OF CALTRANS,PLEASE MAKE REFERENCE TO THIS FACT IN THE"GENERAL NOTES- SECTION OF THE IMPROVEMENT PLANS. .. / N04352[27.42 Rl \ / - i ,c,NtJ'45'11 E 150.8 (Rl�� �•'`•`+ JAR=160.00' DEVELOPER 1% \ \�5 ��5�0 CHICK-FH.-A 1=2Toa 51'I` -AV N8138'32'E Sk" LEGEND SYMBOL R=f9t�00' �� 5.93'(RI) T` `'1• pB =AGGREGATE BASE PB =PULL BOX W/0 =WEST OF 5200 BUFFINGTON ROAD 0��0 AC =ASPHALT CONCRETE PCC =CONptEIE Q =PROPERTY LINE A FIRE HYDRANT t'9J PARKING ROW COUNT ATLANTA, GEORGIA 30349 �S' _ V =POST INDICATOR VALVE =CENTERLINE PLOTABLE EASEMENT ITEM o_ PI TOR CL o--0 STREET LIGHT S � BFP -BACKFLOW PREVEN i" • lei �� R=J90.0a' �i _ PL =PROPERTY LINE R =RIGHT OF WAY No.PER TITLE REPORT ' A ) L=89.79'Rf ' �o 08;�e �/ BLK -CONCRETE BLOCK p DELTA aQ TRAFFIC SIGNAL I BS =BACK OF SIDEWALK RD ROOF DRAM -427.0 EXIST.CONTOUR ARCHITECT 1 ( a Y T (____ •� ``•/' CB =CATCH BASIN RWH =REDWOOD HEADER R =RADIUS TRAFFIC SIGNAL ARM k POLE -' ( )-- a A I =25.29 51- SUB =SIGNAL CONTROL BOX L =LENGTH /----- OF =CURB FACE # LIGHT STANDARD R=334.00' T CL =CENTERUNE SMH =SEWER MANHOLE T =TANGENT PALM TREE, CRHO ARCHITECTS L=148.63' CIF =CHAIN LINK FENCE SPK =SPIKE M =MEASURED DATA UTILITY POLE 1U IrTTTRUNK DIAMETER SHOWN ' "•` (R- 6=2"O'40" o=25 f9'1•T" 5;��/ CO =CLEANOUT SW =SIDEWALK C =CALCULATED DATA C- GUY WIRE do ANCHOR 195 SOUTH "C" STREET, SUITE 200 - I oo•ry01• LINE DATA: CDC =DOUBLE DETECTOR CHECK TC =TOP OF CURB (RAD)=RADIAL BEARING "M WATER METER TUSTIN, CA 92780 I C6 - 0 ❑ L=148, 2'DE 'y TE =TRASH ENCLOSURE 714 832-1834 FAX 714 �832-1910 ' h ' R=330.00' lY L1 =N08'01 28"W 18.57' DS =ROOF DOWNSPOUT PRO =PROPORTIONATE MEASUREMENTGM g•g 7R SPECIES VARIES, ( ) ( ) ( I / EC =EDGE OF GUTTER TP =TELEPHONE POLE 2101D'R =RECORD DATA ❑ GAS METER TREE, ,ry L=146.93' (NO8'0128"W 18.60'DE) TRAIN=TRANSITION ( ) - �- TRUNK DIAMETER SHOWN / ,' I / EP =EDGE OF PAVEMENT 21000'M. =MEASURED DATA WATER VALVE / I L2=N08'Of 28'W 29.57' FD =FOUND TRANS=TRANSFORMER' ZIQ00'PRO.=PRg2A1ED DATA (Na8'0128-W 29.60'D£) FDC =FIRE DEPT.CONNECTION TRRW =TOP OF RETAINING WALL A GAS VALVESOILS ENGINEER (&='2'503�0013' L=J46 'R -Ir�`� / ' N08.01 28"W Rf ZI0.00'C =CALgIUTED DATA/ /[ems ) L3=N8138'32"E 5.01' FF =FINISHED FLOOR TW -TOP OF WALL = pg THESE PLANS NAVE BEEN DESIGNED IN ACCORDANCE - 14.$7 (14.60 R1) UG =UNDERGROUND N27.00)TC E7aS71NG E1fVAlION ❑ PULL BOX WITH THE GEOIECHNICAL RECOMMENDATIONS MADE BY. (N81-58'32"E 5.00'DE) FG =FINISHED GRADE 42700 TC =DE9GN EIfVARON D=2526 I ' A / FH =FIRE HYDRANT UP =UTILITY POLE 19 GRATE INLET GUES ENGINEERING ASSOCIATES, INC. R=350.00'�, / L4=N81'58'32 E 0.92' -CAN-=CALIF TV LINE III_ A FL =FLOW ONE VAR =VARIABLE SIGN 1965 NORTH MAIN STREET p�, / I L= .42' I LS=NST3658 E 14.71' FS =FINISHED SURFACE W =WASHER -E-=ELECTRICAL LINE ���......III I / GB =GRADE BREAK IMF WROUGHT IRON FENCE -G =CAS LINE 8 VENT SOURCE OF BOUNDARY k EASEMENT INFORMATION.�k%k ORANGE, CA 92865 L6=N5T36'58 E 16.00'(DE) NOTICE TO OONTRACWR �/ I GM =GAS METER WM =WATER METR -GB-GB-=LRADE BREAK ONE Qs SEWER MANHOLE PH (714)279-0817 FAX(714)279-9687 \ L7=N53'Ol 28"W(RI) THE TOPOGRAPHIC INFORMATION SHOWN ON THESE PLANS A'-- IJv3� I / GR =TOP OF GRATE WV WATER VALVE -R-R-=RIDGE LINE INK ARID HORIZONTAL SHALL ASCERTAIN THE TRUE I/, l 15.54'(21.21 R1) N =NORTH f� S1TX2M DRAIN MANHOLE WERE TAKEN FROM THE PLAN REFERENCED BELOW. PROJECT No. 2G-171,:20 VERTICAL AND HORIZOMAL LOCATION AND SIZE OF ALL / ( I •Af[yI• L8= 15.54' GV =GAS VALVE -S =SEIflt ONE REPORT DATE: JUNK 22,!2018 UDUTIES,PIPES,AND/OR STRUCTURES AND SHALL BE / ,'1` /'L1' S. =SOUR{ 0T TELEPHONE MANHOLE T` ( A �'!� (15.55'DE) HP =HIGH POINT -SD-=STORM PRAM LINE DATE OF SURVEY: JANUARY 04,2018 RESPONSIBLE FOR OWN O TO ANY PUBLIC RE PRIVATE I 4'4P ) CONTRACTOR ADDENDUM OBTAIN A COPY OF THIS REPORT UTILITIES,SHOWN OR NOT SHOWN HEREON. % - / (6 / G n3bO.00' " IC =HEIGHT E. EAST CH MANHOLE AND ALL ADDENDUM AND FOLLOW THE RECOMMENDATIONS -T =TELEPHONE LINE O R=300.00' ICV =IRRIGATION CONTROL VALVE W =WEST _ CO ALTA SURVEY BY: TRU265 S. AND ASSOCIATES,INC. THEREIN. NOTIFY O 7RuxDw AND ERASSOCIATES of ANY NST N'LY=NORTHERLY -W'-WATER LINE G SEWER ClfANOUT 265 S. ANITA DR.,SUITE 111 DISCREPANCIES OR FIELD CHANGES PRIOR TO CONSTRUCTION. =M .. WAM WEE l 4.949`'S'S E� N43'45�11£ 14-Z.8 R1 V L=200.00'(R1&R3) IP =IRON PIPE '"T Go. ""t Coae l 1 J+C7 T59 n=38' 1 50' LS =LIGHT STANDARD SLY=SOUTHERLY ®=W'� MONUMENT WELL ORANGE,CA 92868 Dig AIeH mennncollon � 71�/'Q7� (714)935-0265 ('1q b.T..ued Info,.. I"'� / R=330'00' L6T =LEAD @TAG E'LY=EASTERLY ® HANDICAP PARKING STALLJOB g CFA06105 E.00ral:.nl be.one, I .00'(RI) MH =MANHOLE WLY=WESTERLY LANDSCAPED AREAVC'71g AIM LD.Number call NG =NATURAL GROUND N/O =NORTH OF,ound S.Mce Al.d ® PROTECT IN PLACEKEY MAP N&T =NAIL&TAG s/o =souTH aFg Ce LLy.b'elfo,e yoo mg. E/O =EAST OF ® REMOVE AND DISPOSE�STE SCALE: 1" = 40' OHW =OVERHEAD WIRE 6V ► WDID # 8 33C384666 "AS-BUILT" ESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY:. SEAL RANDY J.DECKER CITY OF LAKE ELSINORE SHEET ST-1 1N MARK REVISIONS APPR. DATE AND A°PERM?T MAY BE ISSUED. Civil AND/OR CITY AND STATE LAWS, © .� PI(C ]AOXA{Y A ASSOCIATES, Mw QPOFESS RCE #81077 6XP.9-30-19 DATE Civil Engineers and Land Surveyors eo o++ nfh4y S_ I �24 1' �• 265 S.ANITA DRIVE,SU/TE 111 y<� +�yc. REVIEWED BY: 18601 DEXTER AVENUE - T.LT I22 ORANGE,CA 92868 W s BENCH MARK CI OF LAKE CHICK-FIL-A RESTAURANT NO. °F SHEETS (7I4)935-0165 (714)935-0106(FAX) A INSPECTOR: DATE g} ELSINORE BENCHMARK N0.B-95-55 REMON HABIB,RCE No.83156 DATE s SCALE: DATE: ELEVATION=1270.68 FEET(DEC.1995) STREET IMPROVEMENT FILE No. ACTING CITY ENGINEER ME/GI/JH 01/17/19 l�lr, ptF� CHISELED SQUARE ON TOP OF HEADWALL FROM THE APPROXIMATE INTERSECTION OF COWER b OF CALIF AVENUE AND THIRD STREET 45 FEET NORTHWESTERLY ALONG COWER AND TITLE SHEET CITY OF LAKE ELSINORE DRAFTED BY DATE 45 SOUTHWESTERLY TO THE SOUTHERLY END OF HEAD WALL AT CHANNEL i '11 7 u I u 1-° 71 --�--- _ -__ _ _ - - -- - - _ - - --- -- - ----- t j i t r 20 10 0 20 40 60 SCALE: 1"20' DRIVEWAY CLF(TYP.) /�_-- 1289.18 TC JO 1 jjj��742' 3 � 128668)FL Iy � 9.2/8FS '.1288.76 TC\ 1� (1288.724 I . O•CF 1289.27 FS p 6 6 � -ELECT. VAULT 4 p'CF o�'o0 1 89.}z OF , 11P 1289.33 F� T f88:92 TC ���� 1' —a (11188.88t)), :.. 1289V?S 9 - y— —— HP148 ��� \ -Pp EE SHEE7S -3 k C-4 p. I 1289.42 TC - 1 OF IMPROVEMENTS PLANS g� (1288.92t)FLJOIN A.C. .+ F R ONSITE GRADING 128 T\5 \ P A V E M E N T }. 9 �V (1289.54tT FS JJ 9 9 4 Uy\ DOIN \ _ (S L 1 89.10 FS p 1 1 r N(Jo�p)*FS / STRIP i I a. ti (1290. 29y, (128.81) 4 FH °/ Sd, J J IN �289. YFLJ01 / iJ Q, }"( ISEE SHEETS C-3� �4 IN / — = _ - OF IMPROVEMENTS PLAN / / I IN (12 1C'J99)NV }i FOR ONSITE OR /.w/ // (fV189.t)t � '- / m 289. A 5 / r• E OFF Y // ` h R=330.00' / �1Y8&' F� Q i » OFF—SITE DESIGN NOTES 2 .65 L=146.93' AN ** �6IN `iO� / 835 S.F. �1 CONSTRUCT.26-FEET WIDE CONCRETE DRIVEWAY PER CITY OF LAKE ELSINORE STD.118A /� / - /1288.50 C / -AIR-RELEASE O _ ice` / �2 128800 VALVE 36 LF. CONSTRUCT 6-INCH INTEGRAL CURB k GUTTER PER CITY OF LAKE ELSINORE STD.200. 656 S.F. ❑3 CONSTRUCT CONCRETE SIDEWALK PER CITY OF LAKE ELSINORE STD.210. ' 3 /q 4; 288.43 1 7.88?C // (1288.3K RIM SEE© ® ROADWAY TRENCHING PER CITY OF LAKE ELSINORE STD.602B. UD LOCKED SEE L.F. �5 SAWCUT LIMITS TO CONFORM TO EXISTING AC AND PCC PAVEMENT PER CITY j O• z / (1287.64)RIM l�1 l OF LAKE ELSINORE REQUIREMENTS. ' LID LOCKED / 6 // 349 LF. © FULL DEPTH AC PAVEMENT(8'MIN)PATCH PER CITY OF LAKE ELSINORE REQUIREMENTS. 1 87.69 T 1 00 FS CONTRACTOR SHALL APPLY FOR AND OBTAIN AN I ENCROACHMENT PERMIT FOR IMPROVEMENTS WITHIN / 128 24�S 4 N'T 1 1 THE PUBLIC R/W. 09 12 7.59 JOIN(12 19Bt)FS 6 (1287.54)RIM \ 2JOIN(1288.09t)IF G' 0+00. (1273.64)INS \\ m' (1 87.57t) I �+ j I NOTICE TO CONDUCTOR - THE CONTRACTOR SHALL ASCERTAIN THE TRUE 1 VERTICAL AND HORIZONTAL LOCATION AND SIZE OF ALL 'f UTILITIES,PIPES,AND/OR STRUCTURES AND SHALL BE RESPONSIBLE FOR DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES,SHOWN OR NOT SHOWN HEREON. IMPORTANT NOTICE Seallon 4216 of the Government Code requires A Dig Alert Idenfification Number be Issued before a "Permit to Excavate•wfll be valid. For your Dig AIeN I.D.Number nail Undergreund SeMaa Alert it CALL 811 Two working days before you dig. EN6r2o1 —O WDID # 8 33C384666 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY:. SEAL RANDY J.DECKER (e•��'� CITY OF LAKE ELSINORE SHEET ST-2 MARK REVISIONS APPR. DATE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS Q eAM r. TRW 6 ASSOCIATES W RROFESS/O,yA RCE #81077 EXP.9-3011 DATE AND A PERMIT MAY BE ISSUED. CIVII Engineers and L001L Surveyors p��o'l d•OEp/,^y REVIEWED BY: — UZLT 4 2 1915 W.ORANGEWOOD AVE.,SU77E 101 �„ 18601 DEXTER AVENUE 2 ID 2-2 _ ORANGE,G1 92868 Na 81077 A IF BENCH MARK:CITY OF LAKE CHICK-FIL-A RESTAURANT NO.4261 OF SHEETS (714)935-0265 (714)935-0106(FAX) INSPECTOR: DATE ELSINORE BENCHMARK NO.B-95-55 REMON HABIB,RCE No.83158 DATE -' sr SCALE: DATE: ELEVATION=1270.68 FEET(DEC.1995) FILE No. ACTING CITY ENGINEER MEIGI/JH 02/21/19 OF cALLF CHISELED SQUARE ON TOP OF HEADWALL FROM THE APPROXIMATE INTERSECTION aF COWER STREET IMPROVEMENT PLAN l/^1 CITY OF LAKE ELSINORE DRAFTED BY DATE AVENUE AND THIRD STREET 45 FEET NORTHWESTERLY ALONG COLDER AND -I O 'q 45 SOUTHWESTERLY TO THE SOUTHERLY END OF HEAD WALL AT CHANNEL. -T] II'