Loading...
HomeMy WebLinkAboutLAKE ELSINORE MARKET PLACE PGP PLAN NO 739-1-739-21 BASIS OF BEARING CITY OF LAKE ELSINORE 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN \ IS THE CENTERLINE OF DEXTER AVE PER RS 90/44-54, RECORDS RIV CO ONE FOOT. SHOWN AS NORTH 46°39'50"WEST. �,�®J611 CITY GRADING PERMIT NO. 05-147 23 BE CLEARED,KEY D,AND BENCHED PING TERRAIN INTOPOFIRM HNATURAL SOIL OF BE OR FULL ESUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE KEYED AND BENCHED. SHEET INDEX LAKE ELSINORE MARKETPLACE 24, THE SOIL ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING 1 1 1 TLE SHEET PARCEL MAP 32369 GRADING NOTES A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE 8 2 DETAILS BACKFILL OF ALLUVIAL,COLLUVIAL AND TERRACED AREAS AND ANY SUBSTRUCTURES. 6 8 3-12 HORIZONTAL CONTROL KEY MAP LU 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION, 1 5 13-21 VERTICAL CONTROL �, > ORDINANCES NO.801 AND 882 AND APPLICABLE STANDARDS AND SPECIFICATIONS AND BENCHING AND FILLING OPERATIONS. ? T OTHE LATEST EDITION OF THE U.B.C.,APPENDIX 33 . C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF MATERIAL. i . 3. THE DEVELOPERAND/OR OT THE CONTRACTOR SHALL NOTIFY ALL UTILITY CONSTRUCTION.UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING - a iHi zoi- A r:' ( ! ! - COMPANIES AND U.S.A.ALERT (1-800-422-4133)48 HOURS PRIOR TO GRADING. D. WHEN ANY U n,m 5 P� N �`� - EROSION CONTROL•ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLAN 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 24 HOURS N ADVANCE OF BEGINNING GRADING OPERATIONS D •.<-. AT 12 ON CENTERS OR ANOTHER APPROVED GROUND COVERS SLOPES OVER 15,IN s ' ` VERTICAL HEIGHT,IN ADDITION TO GROUND COVER,SHALL B PLANTED WITH APPROVE �,� :`.,____ ____� ..M - I D E G TREES,SHRUBS,OR COMBINATIONS THEREOF, SHRUBS SHALL BE PLANTED AT 10'ON 5 E CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CENTERS;TREES,20'ON CENTER;COMBINATIONS,15'ON CENTERS. SLOPES OVER 3' -:y CITYENGINEER. PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. DUST SHALL B IN VERTICAL HEIGHT SHALL HAVE - S r, �`.,• • •i- '!f`> 6. UT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS ___ _ C 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST �-f- - OTHERWISE APPROVED,AND SHALL BE SHOWN ON THE PLAN. BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT. 7 �� 200 100 0 Zoo 400 600 FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO ,VERTICAL, UNLESS OTHERWISE APPROVED,SHALL BE SHOWN ON PLAN,AND SHALL NOT HAVE LESS APPROVED EROSION PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED /' ��3.�+ 8 po < ;\ GRAPHIC SCALE 1�= POD' DURING THE RAINY SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAY'S WORK. ���`•, .. //-jli! 1 ` [' O o ; THAN 90% RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. ` \„, �y '`Es, 1r+ • - 8. FILLS SHALL BE COMPACTED THROUGHOUT TO 907 DENSITY AS DETERMINED BY THE 28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY tiy /, � sk j• O �k MODIFIED THREE LAYER A.S.T.M.D-1557-70 TEST METHOD. ORDERS. �4! 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARIFIED, 29• THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE 1 AND INSPECTED BY THE GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY PERMITTEE. \\ PRIOR TO THE PLACING OF FILL. 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. ^a,PARCEL ,6 IMPROVECISE ,.,.w 'Fp. �i,� 1 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL ` PER PM 32369 PRECISE " w Q5� • 0 �'� �!`< t PREPARATION OF GROUND IS APPROVED BY THE SOILS ENGINEER. 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO GRADING PLANS BY FUSCOE •V 0 •` '� �� COMPLETION OF GRADING OPERATION. a ' ENGINEERING ° '" a '` Q h 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 17 IF CUT OR j/ .' "' ?y, <•° '' `b , CJ FILL SLOPE IS LESS THAN 10',AND 2% IF CUT OR FILL IS GREATER THAN 10'. 32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED ,,,a,,^'•� i • o ° FOR ALL SLOPES IN EXCESS OF 3 FEET VERTICAL HEIGHT WITHIN 90 DAYS AFTER �� / DRAINAGE SWALES SHALL BE A MINIMUM OF 0.5'DEEP AND CONSTRUCTED A MINIMUM + • o%i - OF 2'FROM THE TOP OF CUT OR FILL SLOPES. COMPLETION OF ROUGH GRADING AND SHALL BE IN ACCORDANCE WITH ORDINANCE N0. s='+,��., r <� . ,„ aY :� • �� p� - - •'4 ` s` �` ' ` 0J �•� o �,•• ••� ,VFO ° 13. PROVIDE 5'WIDE BY 1'HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL 882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. o •' �, SLOPES OVER 5'HIGH. 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF o My q,k �� WITH THE SITE AND BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING .,,. �� �" rr +•®e,, `�� • r� s\ B'• + 14. PROVIDE A BROW DITCH,DESIGNED TO HANDLE 100 YEAR STORM FLOWS ALONG THE FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS,WHETHER OR ,�o �` "w •! `!�5„' ,'° • `�5• ,• •• /} ;� •`?�F):' .. TOP OF CUT SLOPES. NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. a +„..r` �, • �o o p `�+X'1 1 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED 9 PERMITTED. PAD,PRIOR TO ROUGH GRADE APPROVAL. n t'- ,,��> :•• '� `s '•'>•iz' .�`b° 1 fy% 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER,TO SUPERVISE 35. APPROXIMATE DATE OF: BEGINNING OPERATION: 6/20/05 3 �'�.•"' a.a �' ,A• GRADING AND PROVIDE A FINAL SOILS REPORT WHICH INCLUDES FOUNDATION m /'1,>> ;+• , y ;y: 'X •� I!f/•' . REQUIREMENTS (SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS OF THE SOIL. COMPLETION: 11/11/05 ' q•' PARCEL 15 IMPROVEMENTS CAUTIONI LOCATION OF EXISTING UTILITIES ON y• f %a 17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL ••PER PM 32369 PRECISE 5 COMPACTION REPORT BY A SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING N THESE PLANS ARE APPROXIMATE AND GRADING PLANS BY e'y•,:`° �!� y .• v 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER 'y ^a� AND ENGINEERING DEPARTMENT PRIOR TO ISSUANCE OF BUILDING PERMITS. SHALL BE VERIFIED BY CONTRACTOR r EN ENGINEERING �• y �P THAN 3"WILL BE PLACED IN FILLS WITHIN ROADBED AREAS OR 3'OF FINISH GRADES, PRIOR TO CONSTRUCTION. � 1 1� 18. THE SOILS ENGINEERING INVESTIGATION DATED 12/9/2003 PREPARED BY EEI AND UNLESS THE LOCATION,MATERIALS,AND DISPOSAL METHODS ARE SPECIFICALLY •°� THE ENGINEERING GEOLOGIC INVESTIGATION DATED 12/12/2003 PREPARED BY EEL APPROVED BY THE SOILS ENGINEER. SHALL BE CONSIDERED A PART OF THIS GRADING PLAN,AND SHALL BE COMPLIED WITH. "`' �� _ %'•'. ,t/', \Q} y1.1 (�� 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND �•" ` f ' CJi' x < G- 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT OBTAIN INSPECTION BEFORE APPROVAL. LEGEND AND ABBREVIATIONS `'%:;;=4; .'':` ': ` / ,< •• CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE � � IF 38 UNTIL ALL RETAINING WALLS ARE • t V TOP OF WALL _ TW '��r, ;/` "- ' " + tl AN ELEVATIONWITH ARESPECTITTOR ADJACENT OGROUND SSURFACE LIS RDU RED,ITHE APPROVED BYBUILDING DEPARTMENT. ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN TOP OF FOOTING....... .....................................TF _" �I v. r 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO BACK OF WALL ._ ...................................BIN BEGIN CURVE ._._..___ .._..__........................ _.. BC •.�P :P y\ COMMENCEMENT OF ANY CONSTRUCTION/GRADING. _ 0 EDGE OF PAVEMENT -- EP END CURVE EC +�.• :�•y 21. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED <.>. BY A SOILS ENGINEER TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT .'! < 5 \ J EXISTING ____------------------------------ EXIST ELEVATION PER SEPARATE._._._._............_._.._.___._._.__ c l l �• '•S?� WD I D #833C329158 AND FILL SLOPES OVER 30'IN VERTICAL HEIGHT. ' PLAN SET (AS NOTED) FLOW LINE---------------------.._.__..__._._.FL .+1' RD• 0 DIRECTION OF FLOW_-------__.._._._._._._._._.._._.___ CN '. OUS y1 FINISHED SURFACE ._-_------_._._.._._._._._._-----------FS FACE OF WALL DAYLIGHT LINE------_----------------._---------------_._ "-'---.-FW IN W TOP OF SLOPE �Tr- PORTLAND CEMENT CONCRETE __.PCC PE S E OFLO O _ O� ASPHALT CONCRETE__------_-----------_----------._._..AC TO TOEDOFS SLOPE BOUNDARY__ _...._._........ OWNER/DEVELOPER ENGINEER/CONTACT PERSON %q AGGREGATE BASE-------------------------------------AB CAMBERN & CENTRAL,LLC THE BERGMAN COMPANIES THESE PLANS WERE PREPARED UNDER THE DIRECTION OF BARRY J. COWAN. SEWER LINE ----------- S- 265 SANTA HELENA,SUITE 125 137,15 SEMINOLE DRIVE A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA. MINIMUM..___-..._._.__._._.___ MIN SOLANA BEACH,CA 92075 CHINO.CA 91710 - s� v - i8 m WATER LINE g o A �'}< 6�3o/e s Fq Rom! a PROPERTY LINE.__-__ .__._._.___PL CONTACT: DON HOWELLS CONTACT: MARK BERGMAN .j.J 1 O RETAINING WALL._ PHONE: (858)259-4681 PHONE: (909)627-3651 BARRY J AN C 46568 DATE 4�! 1i c a PROPOSED_._.____._. PROP. FIRE HYDRANT _.___-_._._._._._._.___.__, FAX: (858)259-4687 FAX: (909)627-5425 EXPIRES 6/30/07 3? __._.___ roe C E ....... � TO SOIL ENGINEER CONTACT PERSON: BARRY J. COWAN 'eye '- i' 0 WATER VALVE -._.._'_'_'_'_'_' -------- ® qq o TOP OF GRATE ..._ TG EEI LEGAL DESCRIPTION p /'►T T q SEWER MANHOLE _.__. PROJECT S'1 E ._ m m o Qs 5835 AVENIDA ENCINAS,SUITE 118 �!• o TYPICAL _.__._.__._-_____-__-__._ TYP. CARLSBAD,CA 92008 F g z C / SEWER CLEAN OUT ALL OF TRACT 3472-R,AS SHOWN BY MAP ON FILE IN BOOK 57, z c WATER _. WAT -® PAGE'S 9 AND 10 OF MAPS,RECORDS OF RIVERSIDE COUNTY, ----------------.-.-.-.-.-.-.-- CONTACT: RICHARD G.LAPRAIRIE CALIFORNIA; !•�' y . a - FUTURE IMPROVEMENTS ---- PHONE: (760)431-3747 �• 0 o STORM DRAIN ..................-._-------------------- SD FAX: (760)431-3748 EXCEPTING THEREFROM THAT PORTION DEEDED TO THE STATE � a� LIMIT OF WORK -.----------__---- ^^-- E O p •V Od' > SEWER __.__._.__._..._.___.-____.___.__.__._._._SEW CALIFORNIA BY DOCUMENT RECORDED DECEMBER 9,1977 AS 9P '1'h + FINISHED GRADE CONTOUR._._._.____._.______--1300- INSTRUMENT NO.245217 OFFICIAL RECORDS OF RIVERSIDE COUNTY• Fq O CALIFORNIA; VICINITY MAP o,- INVERT ELEVATION IE w a 'ROUGH GRADE CONTOUR............ ---•-13;-C ^ it - O - OF --'--'- "ROUGH GRADING CONTOURS AS S90/YN 9.V P.1/32369 RO9O//OR70/NG PLANS ALSO EXCEPTING THEREFROM THAT PORTION DEEDED TO THE ,n CURB FACE_. _._.__-__-_ DECORATIVE PAVING AREA. -• a= PER ROUGH GRADING PLANS,SUBGRADE TO BE ACHIEVED BY SUBTRACTING OUT RIVERSIDE COUNTY TRANSPORTATION COMMISSION BY FINAL ORDER OF v rn __._._._ _ STRUCTURAL SECTION FROM FINISHED GRADE CONTOURS SHOWN. SEE SPECIAL CONDEMNATION RECORDED AUGUST 22,2001 AS INSTRUMENT NO. o DRIVE AISLE AREA _. DUMPSTER AREA._._.._------------- _ NOTE ON SHEET 5 OF 31 OF ROUGH GRADING PLANS FOR CLARIFICATION. 2001-405567 OFFICIAL RECORDS OF RIVERSIDE COUNTY,CALIFORNIA. c -0 PARKING STALL AREA..........__.__._._.___._._._._.__IM W.S_ 0111al Y005 o +°m BENCH MARK REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL N CITY O F LAKE E L S I N O R E DIG ALERT eeoFFssla 1.i+soz UNAUTHORIZED CHANGES: SHEET Y(Ni CITY OF LAKE ELSINORE BM B-95-56 COMPLIANCE WITH THE APPROPRIATE a CONDITIONS OF DEVELOPMENT AND/OR jZ CK ENGII�IEEIUIG COMPA-NY CAUTION:THE.ENGINEER PREPARING THESE PLANS WILL NOT BE F it c \ ai °� DESCRIPTION: CHISELED SQUARE �' m RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE c ON TOP OF CURB,ELEV = 1274.91 CITY AND STATE LAWS,AND A PERMIT - BARRY J. COWAN % PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED FINE GRADING PLANS OF E :(1 i Sen Ixago Rivvside Oreuge Phcevlx Tucson CALL CAN BE ISSUED. . ,n„1 enx BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. u " C LOCATION: FROM THE APPROXIMATE :arosa w.tswmvss FOR R i c o BEFORE no. C46568 21I N 0 N INTERSECTION of COLLIER AVENUE LAKE ELSINORE MARKET PLACE T' 6-30-07 � SCALE: o O Z AND CENTRAL AVENUE 66 FEET YOU D10 / Ezo. SHEETS SOUTHWESTERLY ALONG CENTRAL 1-800-227-2600 r�( B S o$ Jr4r CIVIL Qa�Q 2 PREPARED UNDER THE DIRECTION OF: FILE NO. v AND NORTHWESTERLY 32 FEET TO UNDERGROUND SERVICE ALERT ROBERTI<.MOEIMNG .No. 6 DATE f OF CAVYFO IZ,ur�1�1 Gl C.uM+ C 300 DATE: TITLE SHEET 7�9 / o OPPOSITCHISELEE FIRE SQUARE HYDRAN TOP OF CURB Cal at least 2 roriclrg days prior to excavating. DESIGNED BY: DB DRAWN BY: DB CHECKED BY: BJC CITY ENGINEER EXP.DATE 6/30/2006 p BARRY J CO AN,RCE °C46568 (EXP.6-30-07) DATE PLOT DATE: 10-JUN-2005 JN 14502 (' I /z'R (TYP) 18'(TYP) ' 9'(TYP) O BATTER 2' 2' LEGEND 1.6'(TYPI � DETAIL A w m N ® 2"COLD PLANE 'g - 3.2'(TYP) NO SCALE EXISTING AC a� x PROPOSED AC i o � w m_ SAWCUT.REMOVE AND REPLACE EXIST 45°(TYP) 6 EXISTING �< O 3' AGGREGATE f BASE�N PROPOSED AC PAVING H 3 PARKING ISLAND DETAIL SEE DETAIL A 1.5' 1.5 NO SCALE SHEET 2 PROPOSED STAMPED AC PAVING 'n SUBGRADE a r V � PAVEMENT SECTION PER - 0.5" 3"CLR DETAIL SHEET 2 ® PROPOSED AGGREGATE BASE (TYP) JOIN DETAIL NO SCALE 0 PROPOSED CONCRETE COMPACTED 2 N/ SUBGRADE "3 REBAR e 4.0"STAMPED AC CONTIN T PS ELEVATION SHOWN \� 560-C-3250 ON PLANS ' 4.0"CLASS 2 CONCRETE AGGREGATE BASE SUBGRADE RIBBON GUTTER (3') NO SCALE PAVING n(DECORATIVE PAVING AREAS) �� NO SCALE 10, s s1 c. 4.0"AC SEE DETAIL A 5' 5' SHEET 2 CLASS 2 a �3 AGGREGATE BASE PAVEMENT SECTION PER 1.5" 3"CLR DETAIL SHEET 2 SUBGRADE i:o :o Co (TYP) 3 PAVING 10� (DRIVE AISLE AREAS) NO SCALE COMPACTED / 3.5"AC SUBGRADE °3 REBAR 2'MIN CONSTRUCTION NOTES TOTAL ESTIMATED QUANTITIES CONTINUOUS ELEVATION SHOWN 560-C-3250 (TYP) Ot CONSTRUCT CONCRETE RIBBON GUTTER PER DETAIL SHEET 2 (W=3'). 1,207 SF 4.0"CLASS 2 CONCRETE ON PLANS AGGREGATE BASE O2 CONSTRUCT HARDSCAPE PER BUILDING PLANS. 25,617 SF Q3 PLANTER AREA - SEE LANDSCAPE PLANS. SUBGRADE RIBBON GUTTER (1q'—�MMMMW lklt 0') O4 CATCH BASIN AND LOCAL DEPRESSION PER PM 32369 ROUGH GRADING PLANS. 4 EA PAVING NO SCALE OS CONSTRUCT HANDICAP ACCESS RAMP PER ARTCHITECTURAL PLANS. 41 EA , (PARKING STALL AREAS) © CONSTRUCT 6"CURB ONLY PER COUNTY OF RIVERSIDE STD.NO.204.TYPE "D". 12,027 LF NO SCALE O7 4' CONSTRUCT 6"CURB AND GUTTER PER COUNTY OF RIVERSIDE STD.NO.200.TYPE A-6. 2,149 LF ® LIGHT POLE - SEE ARCHITECTURAL PLANS FOR DETAILS. O9 TRASH ENCLOSURE - SEE ARCHITECTURAL PLANS FOR DETAILS. 392 SF ��•. �-6"PORTLAND SEE DETAIL A 2' 2' PCC -CLASS B CONCRETE CEMENT CONCRETE SHEET 2 392 SF 6.0"CLASS 2 AGGREGATE BASE - CLASS II 8 CY a AGGREGATE BASE ar PAVEMENT SECTION PER 10 CONSTRUCT DRIVE AISLE PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 2. 253,052 SF '�``�'�'�^"�"�^R° 0.5' 3"CLR DETAIL SHEET 2 ASPHALT CONCRETE 8 / (TYP) 6,326 TON SUBGRADE I/ AGGREGATE BASE - CLASS II 3,124 CY s ¢ �- PAVING 11 CONSTRUCT PARKING STALL PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 2. 130,265 SF 6 (TRASH ENCLOSURE AREAS) 3 Ep NO SCALE ASPHALT CONCRETE 2,850 TON _0 AGGREGATE BASE - CLASS II 1,407 CY 9 o NOTFi SUBGRADE / 12 DECORATIVE PAVING - SEE ARCHITECTURAL PLAN FOR DETAILS. 6.690 SF ul3 BASE & SUBGRADE SHOULD BE COMPACTED TO SOILS ENGINEER'S RECOMMENDATIONS. °3 REBAR 2'MIN STAMPED ASPHALT CONCRETE 167 TON "z PAVEMENT SECTIONS CONTINUOUS (TYP) ELEVATION SHOWN AGGREGATE BASE - CLASS II 83 CY 0 0 560-C-3250 ON PLANS NO SCALE CONCRETE 13 CONSTRUCT CONCRETE RIBBON GUTTER PER DETAIL SHEET 2 (W=10'). 1,110 SF 0 14 CONSTRUCT CONCRETE RIBBON GUTTER PER DETAIL SHEET 2 (W=4'). 2,281 SF n RIBBON GUTTER (4') 15 BROOKS BOX AND CONCRETE APRON PER PM 32369 ROUGH GRADING PLANS. 12 EA v N NO SCALE 16 CONSTRUCT 4"CLASS B CONCRETE SIDEWALK ON NATIVE (WIDTH VARIES PER PLAN). 4,890 SF � L c O W.S- 01 (8 zoos BENCH MARK: REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL 7.14s Y CITY OF LAKE ELSINORE BM B-95-56 DIG ALERT COMPLIANCE WITH THE APPROPRIATE p00FESS7[)Nq! RICK ENGINEERIlVG COMPANY UNAUTHORIZED CHANGES CITY OF LAKE ELSINORE SHEET 0 CONDITIONS OF DEVELOPMENT AND/OR CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 2 o - DESCRIPTION: CHISELED SQUARE �� RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE FINE GRADING & UTILITY PLANS q ON TOP OF CURB,ELEV = 1274.91 CITY AND STATE LAWS.AND A PERMIT m ,< s.o n; %-.ida BARRY J. COWAN Asa r1>- n�oo PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED OF \ T 0 LOCATION: FROM THE APPROXIMATE (`AT.T' CAN BE ISSUED. � n 1rur w.a wm swr ias•°cos.,cn oven•(ncsw.++o•rnx lnq maiw�•...nw®ymm BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. FOR 21I i c o BEFORE No. C46568 N L N INTERSECTION V COLLIER AVENUE SCALE: AS SHOWN LAKE ELSINORE MARKET PLACE SHEETS 0 0 � AND CENTRAL AVENUE 66 FEET rou D1� / � exp.6-30-07 '� SOUTHWESTERLY ALONG CENTRAL I-80D-227-2600 /.✓r/{� / FILE N0. v ( B S OS .9 CIVIL ��Q PREPARED UNDER THE DIRECTION OF: DETAILS L� AND NORTHWESTERLY 32 FEET TO UNDERGROUND SERVICE ALERT ROBERT X.MOENLIUG pCB.No. 3056 D T elf OF CAp(6Q 0 (.�'wr._ b/sa/os DATE: 5/20/05 1 �? CHISELED SQUARE ON TOP OF CURB Cal at bast 2 rarMnq days prior to excavating OPPOSITE FIRE HYDRANT DESIGNED BY: DB DRAWN BY: DB CHECKED BY: CITY ENGINEER EXP.DATE 6/30/2006 BARRY J LOWA ,RCE °C46568 (EXP.6-30-07) DATE - PLOT DATE: 10-JUN-2005 JN 14502 8 X � SPECIAL NOTES (THIS SHEET) ale,1. PARCEL 17 TO BE GRADED PER THE ARROYO DEL TORO CHANNEL IMPROVEMENT PLANS,RIVERSIDE ma '\ _� &COUNTY FLOOD CONTROL & WATER CONSERVATION DISTRICT PROJECT NO.3-0-0170,DRAWING NO.3-183. �•'� N m ANY GRADING DETAILS FOR LOT 17 SHOWN ON THIS PLAN SET SHALL BE CONSIDERED FOR INFORMATION PURPOSES ONLY. 1.cQPjO. ,. ...................................................................... � \Q,' PL �\ \ ' F'Jill 3 > 9 �. � 9y F� IR L?& C 14 1�� `k" ,�O \ 8 i 12' 20.5' C16 PROPE Y &LINE f'A I�✓r L J LIMIT OF ORK `• R/W PARCEL 16 IMPROVEMENTS PER ° PM 32369 PRECISE GRADING PLANS BY FUSCOE ENGINEERING. PROPERTY LINE & � � '� F r1 f�J E i 0 LIMIT OF WORK TENTH C17 ° \ STREET N93'S O£82.50, 4=90�00 C47 C49 C35 161 C37 p112'F-3a C 5 UV' LB \ \ 1 C4 R/W 24' T v c m a ti BUILDING C 15.9' C48 C50 C36,,,,,r, L62 C38 y I n ° PAD=1310.17 z :n E s t ! z� � o b L55 0 0 o SEE STRUCTURAL PLAN FOR BUILDING C45 C93 C32 C34 4 + c LAYOUT (FOOTPRINT SHOWN FOR _ I o a REFERENCE ONLY) \ 4 N C 0 N a SEE SHEET 4 NOTE: FOR HORIZONTAL CONTROL,LINE (L) SHEETS 71 AND 12 OF 21 RESPECTIVELY. 70� zo ao 60 a AND CURVE (C)DATA TABLE,SEE i 0 m o c — c W.S. 014 l8 ZOOS � GRAPHIC SCALE 1"- 20' o t BENCH MARK: REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL 77��V7�� J.14502 YA CITY OF LAKE ELSINORE BM B-95-56 DIG ALERT COMPLIANCE WITH THE APPROPRIATE pAOFESS10Nq/ FicK EN�1�G COWIA-W UNAUTHORIZED CHANGES- CITY OF LAKE ELSINORE SHEET o�' CONDITIONS OF DEVELOPMENT AND/OR O F CAUTIOSIBLE ENGINEER PREPARING THESE PLANS WILL NOT E 3 O �-�- DESCRIPTION: CHISELED SQUARE � y RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE c ON TOP OF CURB,ELEV = 1274.91 CITY AND STATE LAWS,AND A PERMIT i ,� sao %—da YLoenix T0� PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED OF \ - � BARRY J. COWAN T FINE GRADING & UTILITY PLANS E CALL CAN BE ISSUED. ... ��h sw w.n.swm uas•oreoe.,a sate .n�;.osmm BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. � pia vs:uo•FAx(rut�aiui•... � C o LOCATION: FROM THE APPROXIMATE Na• C46568 N L INTERSECTION OF COLLIER AVENUE p BYOU OUIRUIE o 6-30-07 >f SCALE:AS SHOWN FOR 2, LAKE ELSINORE MARKET PLACE SHEETS 0 0 CENTRAL AVENUE 66 FEET EXD• T PREPARED UNDER THE DIRECTION OF: z AND ALONG CENTRAL 1-$00-22'SERVICE 8 S O j J14J CIVIL � FILE NO. v L AND NORTHWESTERLY 32 FEET TO UNDERGROUND SERVICE ALERT ROBERT K.00ENL G ROC-NO- 056 DATE f OF CACYp� q 6�30 O DATE: 5/20/OS HORIZONTAL CONTROL 7 w CHISELED SOUARE ON TOP OF CURB Cal at least 2 working days prior to excavating. o OPPOSITE FIRE HYDRANT DESIGNED BY: DB DRAWN BY: DB CHECKED BY: CITY ENGINEER EXP.DATE 6/30/2006 O i BA" J C WAN,RCE °C46568 (EXP.6-30-07) DATE - PLOT DATE: 10-JUN-2005 JN 14502� I � i SEE SHEET 3 € clo C1 24' 7 2T o E y �61•�6 PROPERTY LINE & +n�i ; LIMIT OF WORK C44 ..._C46 ...', m W C31n C33 C20 i i r L57 J L47 C 1588`.` 1 �,f�.r.�r� J ti 21 C41 039 .. -. BUILDING C C r FF=1311.00 59' 3 PC� 1 / PAD=1310.17 24 r1f� /9 ' 7' PARCEL 16 IMPROVEMENTS PER 4 L5 _ z „ 11.5 39 20' PM 32369 PRECISE GRADING PLANS BY FUSCOE ENGINEERING. o SEE STRUCTURAL PLAN FOR BUILDING -; c LAYOUT (FOOTPRINT SHOWN FOR ;: i,', :', .TYa1: zLLa --^., REFERENCE ONLY) >ZOZ LSICG N ry ymd_ C� C24 - C23 L43 PAM I [ ; i L319 �� �i L338 L323 '.i, L322 ., (d.1 L .,o L/. L320 31,8 : L45 Cg r ------ .a.-- ^.., UTILtfY ANU ACCESS L72 "L321 PROP.EP & LIMIT OF WORK - .... _._ EASEMENT PER a1 ; r ;" C248 C249 4' »>. .� JOIN CAMBERN AVENUE ti .fir ._. f._........ _............... < PARCEL MAP No.32369 ..... _. IMPROVEMENTS PER2 W ,N""--....'y"Ei _... V?: ;. ..._. ....... - RECORDED IN'PMB 209/84-88 :: ., -__ Q - DETAIL SHEET 39'c 90%ffT /v4,7'SF�39 96&5 r ,;„' R -0F RIVERSIDE COUNTY.; R N93'S639£ 96>.90' R R R .� wL w�m .... a W + __,.. _ _ —: ': .. L71 .57 -- C53 » C52 hSd - o — c: � C \`. 1 ;' 13 30, 10' a I t Z LL C7.98 C137 L wz - C126 C127 - >w o #'• aa,w C125Lu uj L340 �wMw t' 42' 20. N E Um,Ea L 166 {� a s c € C129 .,, 1 .:_ , GI3.4 C135 I I o u W w w BUILDING E q FF- 1313.00 tLl it Z _ 2s.7' 12' _ z 9 s z7. =1 12.17 0 w W 24.5' s ;n° z- ti.. __ L341 PAD 3 y/ I 39 ` ZO' �W Lti a € p SEE PET Q 59' C140 - SHEET asp "' N `ti° SEE STRUCTURAL PLAN FOR BUILDING W L LAYOUT (FOOTPRINT SHOWN FOR m a C12 - - � " -C134 L158 C123C128 C131 L164 REFERENCE ONLY)�j�J] 3��J �c 1159 I o: .• x x ' LIMIT OF J o WORK L142-� C1?1 r�.�RGE � C115 I 117 c V C1'9- v v p v 30:8" 6 S' 0 0 >„ v c C: 4,. .-. w- R IV 56'79£ 26969 R " C) d _Na SEE SHEET 5 LAOND RIZONTAL CONTROL,LINE (U RVE (C)DATA TABLE,SEE 20 10 0 20o m11 AND 12 OF 21 RESPECTIVELY.i GRAPHIC SCALE 1"- 20' a, 0 c o D o REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL �+�� 1"I'5p2 UNAUTHORIZED CHANGES' CITY OF LAKE ELSINORE SHEET o N N BENCH MARK: COMPLIANCE WITH THE APPROPRIATE ppOfESS10NgZ Y •• CITY OF LAKE ELSINORE BM B-95-56 DIG ALERT RICKENQNI E G OMP"NW CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 4 c CONDITIONS OF DEVELOPMENT AND/OR �s� Fy RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE FINE GRADING & UTILITY PLANS OF ai M DESCRIPTION: CHISELED SQUARE CITY AND STATE LAWS,AND A PERMIT h y s.n r. m—d. Oa Ph-. T— PLANS.ALL CHANGES TO THESE PLANS MUST BE APPROVED � BARRY J. COWAN TM iw w ON TOP OF CURB,ELEV 1274.91 CALL CAN BE ISSUED. r��: I Gig&A Weer,SWn 13.5•On.ge,G.2.6g•(ng)p41gf.•FAS pa.]9J4v.1�.ww.rick.vgmm BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. FOR 21 LL o LOCATION: FROM THE APPROXIMATE No. C46568 '° E / O EYOU BEFORE r /� u exo.6-30-07 >f SCALE:AS SHOWN LAKE ELSINORE MARKET PLACE SHEETS N L N INTERSECTION OF COLLIER AVENUE f 0 o i AND CENTRAL AVENUE 66 FEET B s O$ .� CIVIL �Q PREPARED UNDER THE DIRECTION OF: FILE NO. in z SOUTHWESTERLY ALONG CENTRAL 1-800-227-2600 '4 //.y„__ Q � M� HORIZONTAL CONTROL AND NORTHWESTERLY 32 FEET TO UNDERGROUND SERVICE ALERT ROWT K.MOEHLI 6 RC E.Nc, 6 D T 7f OF CAVVEOQ a +t [BATE: 5/20/OS Y i ? CHISELED SQUARE ON TOP OF CURB Cal at bast 2 vorktng days prior to excavating. DESIGNED BY: DB DRAWN 8Y: DB CHECKED BY: CITY ENGINEER EXP.DATE 6/30/2006 BARRY J OW N,RCE -C46568 (EXP.6-30-07) DATE o OPPOSITE FIRE HYDRANT PLOT DATE: 10-JUN-2005 JN 14502 I i I� SEE SHEET 4 S3r�F? 2 � � N93'S639£ 26969 '�+--'.. o R _ 44� C118': C55L7 L325- c , > > / BUILDING F 1 3 2 3 ; Y s ; :Li36 ..c1ot FF=1313.00 C111 ct13 PAD=1312.17 I o ° 02.7' 20.5' C 109 SEE STRUCTURALBUILDING r� $ i I i ! - - T (FOOTPRINT SHOWN FOR LAYOUT PLAN N FOR 4' O g = �' 'M �• - w REFERENCE ONLY) p 3= , - J J b LIMIT - ... � zb I L137 N43'5639'E 7.i7.46' —PI LIMIT OF WORK : <"; R _�� C56 L 131 ..,.,: ,,. C 05 _ 1 — C99 � C103 - w g t- E C 01 P �i 1 s N93 5639 L327 _. _. 3 N r I a -.: - PIMIT•EP OF WORK E 269.92-m — ——— m B 24.5 10.3 ;iry 6 i 27 41 3C w LLo_ S' 30' a �w i z J 3 SEE 2111L SFIF.E.T T[TYF ¢ J q L7 z o C104 .: "�,.: ......,,. C102 L329 PROP.EP & �. LIMIT OF WORK •- C706 C100 1 �c�oz 1132 W LLl L� w ,v. L123 L- a C98 .- C93 ' .-• T� i i i r _ W M 24.5C � a as J 29.8' 13' m ' L345 mm J BUILDING G :n L346 FF-1313.00 � I N PAD=1312.17 N C94 +� ti is L125 SEE STRUCTURAL PLAN FOR BUILDING , C96 LAYOUT (FOOTPRINT SHOWN FOR REFERENCE ONLY) m ( Y L115 !9 ...,90 C87ce '.: q C84 z4.5' I I ,� al 7.5' 30.2' 8 t 29.9'- 10.3' C86 083 1 .. C89 L11$ si p: • c N L109 l 3' '_'"� C82 ) - L CT8 C77 C81 0 v c � �v O a v E 7.5' 30 0 0 f� N z 0 > L107; C76'. C79 _ CEO 0 ° SEE SHEET 6 NOTE: � a FOR HORIZONTAL CONTROL,LINE (U AND CURVE (C)DATA TABLE.SEE zo 10 0 20 4o so L i SHEETS 11 AND 12 OF 21 RESPECTIVELY. I o = D L GRAPHIC SCALE 1'— 20' °c -0 W.5 07 IS 005 c '"1602 UNAUTHORIZED CHANGES CITY OF LAKE ELSINORE SHEET v o REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL E 0 + BENCH MARK COMPLIANCE WITH THE APPROPRIATE QROFESS)ONq! RICKENGINIERING COMPANY CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 5 ' Y N CITY OF LAKE ELSINORE BM B-95-56 DIG ALERT CONDITIONS OF DEVELOPMENT AND/OR - sue �y RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE a v DESCRIPTION: CHISELED SQUARE CITY AND STATE LAWS,AND A PERMIT m sao u;,go wpm oaosa rma n;moo PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED FINE GRADING & UTILITY PLANS OF c ON TOP OF CURB.ELEv = 1274.91 �� W BARRY J. COWAN +cu�a�,n w.n.swe.us•o:.op.0 ease•Is+n sog++a•r�T Es+a e34++++• �r�•^sum BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. 21 � �Y CAN BE ISSUED. A F 0 R i c o LOCATION: FROM THE APPROXIMATE BEFORE no. C46568 N L N INTERSECTION OF COLLIER AVENUE YOU DIG: /� e.o.6-30-07 » SCALE: AS SHOWN LAKE ELSINORE MARKET PLACE SHEETS 0 0 l AND CENTRAL AVENUE 66 FEET r/ W 'n I z SOUTHWESTERLY ALONG CENTRAL 1-$00-227-2600 � �- ( B S�S sr CIVIL a�Q PREPARED UNDER THE DIRECTION OF: FILE N0. <r AND NORTHWESTERLY 32 FEET TO UNDERGROUND SERVICE ALERT ROBERT K.MOEHLI RC.M .63056 DATE 4TF OF CA\YF�P � n-e,., G) Cs�w.w� �$p O$ DATE: 5/20/OS HORIZONTAL CONTROL ?3c i m CHISELED SQUARE ON TOP OF CURB Cal at bast 2 working days prior to exaavatin4 DESIGNED BY: DB DRAWN BY: DB CHECKED BY: CITY ENGINEER EXP.DATE 6/30/2006 BARRY CO AN,RCE °C46568 (EXP.6-30-07) DATE i OPPOSITE FIRE HYDRANT PLOT DATE: 10-JUN-2005 JN 14502 E Fi SEE SHEET 5 I7 17�'_"L10 caq I— —� LIMIT OF WORK g � - - ll ...,; L3 �^4-�,,,:,. -LIMIT OF WORK �.� C143 C115- C251------------ g EY78:'' C141 L330 -L 34 ;y ........_ .......... .5 PROP,£P_:& _-w W________ .•. -pr .. ,. LIMIT OF.WORK �.. ;�.. JDIN:CAMBERN-AVENUE /� I I '•_� ... - ,. :� ,".,'- r � _. IMPROVEMENTS`PER m N D ?' ..DETAIL,SHEET 2 4' L332 L183 I + / ', - �3'5639 E- 506.20' i .. R206.>B,"::R i w ' -,i:. 3 30' C74 .io C a- -[ OF WORK '° -_ W o E BUILDING N N 1` —1 'Z FF=1310.50 J , 1 a , L-1 a N w „ PAD=1309.67 c6t C63 c6z 0 w ' .,?LLB - '., L85 LBB_ .. L47 C246 w +I >t ... ,.� _ - I SEE STRUCTURAL PLAN FOR BUILDING '' N I I I n LAYOUT (FOOTPRINT SHOWN FOR REFERENCE ONLY) : C69'.' C7i- C66 t` 00 mw w "- BUILDING H =1 _ C _LIJ .,.R _ 6 z4.v PAD=131.1Lu til € y ; ' :w C173 Ci49 C150 C70 C72 : C67 C68 -x I �I 3 \59, I� i ? N L272 [ 0- L193 g' C151 ,. 1189 ti o 18.5, 39' 20':' LMIT•OF�WORK Lu BUILDING P r FF=1310LLI .50 L20 1 a PAD=1309.671,4 C158 C157 O Ci74 1 Q F Na\ c• e ---- —J h. LLI 14 Z' TS 8' SEE STRUCTURAL PLAN FOR BUILDING LAYOUT (FOOTPRINT SHOWN FOR O REFERENCE ONLY) 24' 8.5' _ "T 2 LiY€.# _ ,^ ' LM�T OF WORK v TAI N N ....._.. CAS 2 .... ) : C159 C156 ..� - C175 I j L204 �} J u P A 1 r r� J :. .. ,� j t 1, 23 C1$1 C191 C193 t ; ' L206 ti PROP.E t t I 1 C162 C161 r .. " .,.n ga3 C 176 m .,. 24' 14.T :V;..: 7" 24'7 1rt I I .. ,'' a s: P✓93'S639E 255.32' "p , , � "} H L238 •eriCI$O C192 (€ x r r1 207.39' Gi , £1 7 Po _ _ .M .' -1 h _. i60.. a L L248 ? _.,. w.`.;,✓`, \\f�('rl / 0 cL272 C112 : O 1 C'66 CR1 1216 - o, a F _ C 70 r-y r �� �1�'r N43.5639'YY - C187 N PARIGi'I I a F AR EL /e.07' Q �z37 c1 C1e9 ! L � SEE SHEET 7 0 a U / I O 1 c > + + 0 NOTE: N a FOR HORIZONTAL CONTROL,LINE (U L _ AND CURVE (C)DATA TABLE,SEE 20 10 0 20 40 60 0 0 SHEETS 11 AND 12 OF 21 RESPECTIVELY. = u I o 0 - GRAPHIC SCALE 1'- 20' c -0W. 1 2005 om BENCH MARK REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL 1'"502 UNAUTHORIZED CHANGES: CITY OF LAKE ELSINORE SHEET Y N CITY OF LAKE ELSINORE BM B-95-56 DIG ALERT COMPLIANCE WITH THE APPROPRIATE o pFtOFESSIONq/ RICK ENa NEQZING COMPANY CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 6 1 0,.-; CONDITIONS OF DEVELOPMENT AND/OR �s Fy RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE A m•-- DESCRIPTION: CHISELED SOUARE CITY AND STATE LAWS.AND A PERMIT m �, s+n DIW w� d. O. Pnoao+= T— PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED FINE GRADING & UTILITY PLANS OF o e ON TOP OF CURB,ELEV = 1274.91 u BARRY J. COWAN y❑y>um w.n.sw,.vu•o ,cn aveas•n,n sao-,+,o•enx o,+l wo-a+u•...,...�w..amm BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. CA[,[, CAN BE ISSUED. +^' 21 / c o LOCATION: FROM THE APPROXIMATE BEFORE No. C46568 A FOR R N L N INTERSECTION OF COLLIER AVENUE 6-30-07 >t SCALE: AS SHOWN SHEETS O 0 AND CENTRAL AVENUE 66 FEET rou n,c! I:><p. LAKE ELSINORE MARKET PLACE '^ 1 z SOUTHWESTERLY ALONG CENTRAL 1-800-22'/-2600 6 s 05 si CIVIL ��d' PREPARED UNDER THEDIRECTION OF: FILE Nk AND NORTHWESTERLY 32 FEET TO UNDERGROUND SERVICE ALERT ROBERT K.MOEHLU RCE.No.630 D T 9lf OF CALYF�Q '�sr,. OI c � (a&ks DATE: 5/20/05 HORIZONTAL CONTROL _ / 0 CHISELED SQUARE ON TOP OF CURB Cal at least 2 working days prior to axaavathq. DESIGNED BY: DB DRAWN BY: DB CHECKED BY: `� o OPPOSITE FIRE HYDRANT CITY ENGINEER EXP.DATE 6/30/2006 BARRY COW N,RCE °C46568 (EXP.6-30-07) DATE PLOT DATE, 10-JUN-2005 JN 14502 SEE SHEET 6 L248 p -C166 4 C172 _• C165 C170�"" L237 C182 C189 C787 L208 C210 F C164 �a C1§6 I L2€T'3C167 .. C165 24' 14 7' ".' 7, 24' L35,0. rv24.3 -a 30 cs - A � •EP & DETAIL Oti LMTOF ORK C9C200 C198 ET„2(TYF) I r' _. C195 C794 -- C197 C184 2 6 .G.183 C790 C188 3 g L242J 40.6' 39 20 \ .....�. - 1308 44 -.N93 S63Ff�9652 N _.. ... - ___ ___._ ............ _....... .. ..........N ... _ ...... _. Ltl 30 �_o.. �s 1I �\ 9 _.._ �' L310 1 r�J1Jr \ �l 31 PROP.EP o ; / LIMIT OF WORKzawa �IIT i No_ >zoZ Ll BUILDING M BUILDING L BUILDING K( BUILDING J � FF=1311.00 FF=1312.00 FF=1313.00 FF=1314.50 � Lu LIMIT of wo�K� PAD=1310.17 -._.._ PAD=1311.17 PAD=1312.17� �� PAD=1313.67 - LLI LIMIT bF WOR , w Z Lu j w m w� a a CD / Nl ZZ6 a PIM 3 3 J J I �\ / N93•j'2Q6B93£ `�.. "�- \ ------ / ------ PL ------- _PL 955 99..09_ N9 4 118.52,>8.23 R/W __ 10162' A E. __ i ................................................... .._._. ...._._ _.....__.....__ -.,N96'1376'7Y_.. ...... .... -„r.3-06'4 �B .,a'`.. :PROP.EP & \ ............ ...... ................. .'....r 3'f-`.11fJi- * LIMIT OF WORK `'�........... -3... INCENTRAL AVENUE ....„.. ......................... ______._..� ....._......................._._................_._................ : ______ . .:..:.:........................ ... ______ ✓ .. ...................... .___. .................. ..-...-.................. s ................... -. .................. _._._.___.__..W -...z_<,. �w ......_.. ....................................� ......................................... W.._.—._. . . .,.. - .... ..�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e.....:'` c 22 23 _ _ 24 _ _ 25 CENTRAL AVE _ 26 27 - - - - - -(STATE HW 74) H a 0 0C La N O O E v O U O U L / t C C O O 0- U / I O O > c t C O o Q NOTE: FOR HORIZONTAL CONTROL,LINE (L) L / AND CURVE (C)DATA TABLE,SEE O N 20 10 0 20 40 _ 60 = SHEETS 11 AND 12 OF 21 RESPECTIVELY. / L o GRAPHIC SCALE 1"- 20' W.5. OT (8 2005 o +oo BENCH MARK: REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL )'15°' UNAUTHORIZED CHANGES SHEET L 1q N DIG ALERT COMPLIANCE WITH THE APPROPRIATE QPOFESSIONq( RICK ENGINEE NG COMPANY CITY O F LAKE E L S I N O R E c7 Y •• CITY OF LAKE ELSINORE BM B-95-56 CAUTION: ENGINEER PREPARING THESE PLANS WILL NOT E 7 I O� CONDITIONS OF DEVELOPMENT AND/OR � fy RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE a) •2— DESCRIPTION: CHISELED SOUARE CITY AND STATE LAWS,AND A PERMIT `' OF E E ON TOP OF CURB,ELEV = 1274.91 �; BARRY J. COWAN s�n;ego wP�la. oaosa PLmWx �timoo PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED FINE GRADING & UTILITY PLANS CALL CAN BE ISSUED. Uq aM Wat SWb+u •Onv{.G 996E•I+f+]Ws+wo-PAS P a.....•x r^`� BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. n' u Oo LOCATION: FROM THE APPROXIMATE BEFORE No. C46568 A FOR ! Er N L c� INTERSECTION OF COLLIER AVENUE you n)c1 Exo,6-30-07 u SCALE: AS SHOWN LAKE ELSINORE MARKET PLACE SHEETS s O O AND CENTRAL AVENUE 66 FEET v t SOUTHWESTERLY EAND ESTERLONG CENTRAL ENT ATO UNDERGROUND SERVICE ALERT "''� 6 S J?4Tf C V I L oQ��e PREPARED UNDER THE DIRECTION OF: FILE N0. u i N CHISELED SQUARE ON TOP OF CURB Cal at least 2 vortdng days prior to excavating. R06ERT K.NOEHL RC 3056 DA E OF CAVYF p$ DATE: 5/20/OS ^-3� a4 6�>>aI HORIZONTAL CONTROL ` /O OPPOSITE FIRE HYDRANT DESIGNED BY: DB DRAWN BY: DB CHECKED BY: CITY ENGINEER EXP.DATE 6/30/2006 PARRY CO N,RCE "C46568 (EXP.6-30-OTI DATE o / PLOT DATE, 10-JUN-2005 JN 14502� 11 � �--� 3 33]3 3 1 P�11�Cr L 1 05 PARCEL 15 IMPROVEMENTS PER PM 32369 PRECISE GRADING PLANS /y BY EN ENGINEERING. it i 7 ii. ,f LI NE I NE & f LIMIT OF WORK ............._........................_..... j. ......-'- ...........--'-.......... ...................._ c.__........ ... N93'S639T 266.05'R ...... :.................. ......... .._.............--- Y4 a ____ I C222 L272 ( (fl r " � L279 C22O W 24 BUILDING 0 W oovTow FF=1309.50 _ wFQ,7 N435639£ 95,22' 5.... h PAD=1308.67 C221 hY„ F. �w id SEE STRUCTURAL PLAN FOR BUILDING LAYOUT (FOOTPRINT SHOWN FOR uo,tyz� L285 C236 C226 L282 C227, L278 REFERENCE ONLY) W m L286 L2r W 6+ _, L284 r� N43°47OOT -7u= C229 L283 ,_ N £219 y �\ ira 17.00' C225 ' C228 z '� \\ P/L -------- N43'47'00T 199.41 .\. ., O � ................................... .... .... ............................... 241 .... ._. CL,,_ C231. C273 ^e`268 C223 C216 L267 ,� - r _... L �:r•.� ; q¢i N93'S639£199 96'PROPERTY LINE & o o --......... LIMIT OF WORK C232 4s 0 c 24' L252 L248 o 20 f7 A"F3�f 2 s �' 11 I C202 C20 � v t .. - c ry C234 �ci C236 � ��.� w o C23 3 L292 C235W C ID o i i i i 9 7 - I �r ,m N � N C1 SEE SHEET A NOTE: L i FOR HORIZONTAL CONTROL,LINE (L) 0 m AND CURVE (C)DATA TABLE,SEE 20 10 0 20 40 60 i SHEETS 11 AND 12 OF 21 RESPECTIVELY. o: o 0 2.005 GRAPHIC SCALE 1'- 20' N BENCH MARK REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL 1.14— c� Y .. CITY OF LAKE ELSINORE BM B-95-56 DIG ALERT COMPLIANCE WITH THE APPROPRIATE QpOFFSS10Nq/ UNAUTHORIZED CHANGES CITY OF LAKE ELSINORE SHEET M CONDITIONS OF DEVELOPMENT AND/OR emu' '�`� V1`L'lU1�G COMiDANY CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE m- DESCRIPTION: CHISELED SQUARE ,, 8 A c ON TOP OF CURB,ELEV = 1274.91 CITY AND STATE LAWS,AND A PERMIT RESPONSIBLE OR LIABLE FOR E PLANS MUST CHANGES TO THESE i BARRY J. COWAN T ,. s-0-a zz��+a. 0,.os. pnoad= --k PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED FINE GRADING & UTILITY PLANS OF LOCATION: FROM THE APPROXIMATE CALL CAN BE ISSUED. :Gn e�w wm swv ssss•o,.�m.G azeen•mamva«a•ena!fi.]zac1H1•...'� BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. N L oN INTERSECTION OF COLLIER AVENUE BEFORE No. C46568 A FOR 21 " / SCALE:AS SHOWN LAKE ELSINORE MARKET PLACE SHEETS 8 0 o AND CENTRAL AVENUE 66 FEET mu n�a! /F� Exc.6-30-07 F �Z SOUTHWESTERLY ALONG CENTRAL I-800-227-2600 f�l J? CIVIL �Q PREPARED UNDER THE DIRECTION OF: FILE N0. v L AND NORTHWESTERLY 32 FEET TO UNDERGROUND SERVICE ALERT RO6ERT K.MOEHLING E.NO. 56 D T 4rF OF CAVY�Q� Gw,.«... s DATE: 5/20/05 e7 CHISELED SQUARE ON TOP OF CURB Cal at Fast 2 rork!nq days prtar to excavating DESIGNED 8Y: DB DRAWN BY: DB CHECKED BY: "' HORIZONTAL CONTROL [ R OPPOSITE FIRE HYDRANT CITY ENGINEER EXP.DATE 6/30/2006 BARRY J�COWAN,RCE °C46568 (EXP.6-30-07) DATE - P[OT DATE: 1 0-JUN-2005 JN 14502 SEE SHEET 8 i 9 i3 L292 C I � � C235 � N C 11 \\ -% 6- N � N a ' C237 C239 • 206 :w av .. C 8 - -...-.-. C210 C21 C238 C L253 6 20 C243 f> 10 rm . r 2 I PROPERTY LINE & L307 `•; LIMIT OF WORK 3.' y PR OP.WORK `G Q N • 19.96 __ —.— - a, W.. L306 L301 m N IJ , F'r1TR�r I I 24 --� h ,tl.CZSt C240, C241 , 0 I M N Or e•: I BUILDING R PROLIM11 VP & I I I FF=1309.00 LI LIMIT OF WORK PAD=1308.17 6'PUBLIC UTILIT. EASE=METJT I BUILDING S �I RECORDED 2-8- OOK 57, FF=1308.00 BUILDING PAGES 9 &,..10 OF`MAPS,O.R.& r INSTRUMENT..($q 41194' PAD=1307.17 m FF=1307.50 RECORDED 5'=12'67,O:R. /L I —— PAD=1306.67 r r r I L Pl- L i 3 39' 9' :a i LIJ 76" --.... ..... ":✓ _ � 3� y Lu .... R/WR/W 110 ' 7Of'97 .IO.. .... ........ .......- ,_N43'46W3£ 3 .34e................_....__.............__ ........... ............................... 28� ..... cc N WLu_.................................................................... .......___.__-_ m. __............................................ .,............................_............... f -...,. i .. ..:, *R'...... ........ --..:, ...CENTRAL AVENUE ..... W -: __.. .-. ------ ------- ......... ....... .. ..__. ..... .._... ... --------- ...__. .....�i. _ .... ... ........... .. ......_. ...._.. ......... ... ...... -- -.,: c: ............:..�.�. -- - - - - .::._: . .... .... fl i -- -- ...... ... .................. .. ....PM IMPROVEMENTS OFFSITE _ .. N . -. .... '''' -- --- --. .... _.. ......._... NG ....................... - - __ - - -. __ _- _. - _. . IMPROVEMENT PLAN - -._._ -- -- ----- .... _____ - - EX+ST+NO --- SIDEWEXISTALK -- ........................._............................ _ .. .................... -StEM'ALK....._ :4 ...................._ ,- EXISTING .. .........._ _....._-------- ---- .. ----- ----. _..-- ......... ._...___- .... ........ �� CURB & GUTTER .......... � .n i ii .......................................---------.......---------"'-------------.........................._ ....___..................._..._'�- --------------....-........... ............---..................... ................................................... ...-...... ...................... ..................................._......... ...................... .. ................................. ......... ..................:e ...------..........-"-.............................................. ....----.. �.................... ' : €. .:,; 16 17 - 18 19 CENTRAL AVE 20 21 - (STATE HW 74) 0 0 o+ a N O E v 0 0 0 O 0 L / t C a) O 0- U / U 0 > c 0 C o Cl NOTE: FOR HORIZONTAL CONTROL,LINE (U t / AND CURVE (C)DATA TABLE,SEE 0 N 20 10 0 20 90 60 = .O SHEETS 11 AND 12 OF 21 RESPECTIVELY. / i u C) GRAPHIC SCALE T`= 20' W.S. Ol l8 2Q05 o BENCH MARK: REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL J.1W0 UNAUTHORIZED CHANGES: SHEET DIG ALERT COMPLIANCE WITH THE APPROPRIATE L V7 N QPOFEaS10Nq/ RICK ENGINEEWNG COMPANY CITY O F LAKE E L S I N O R E 9 c� Y •• CITY OF LAKE ELSINORE BM B-95-56 p CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE O M CONDITIONS OF DEVELOPMENT AND/OR Fy RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE 1p ID -- DESCRIPTION: CHISELED SOUARE CITY AND STATE LAWS.AND A PERMIT BARRY J. COWAN ?, s,o m� M—l& o,� Pha 'n�oo PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED FINE GRADING & UTILITY PLANS OF E ON TOP OF CURB,ELEV = 1274.91 / CALL CAN BE ISSUED. a ur e:.a wrswu,:us•ors.,a saes•hvl m¢.++o•enx lva.l eau:«.....,,;�y�,� BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. 21 u / o LOCATION: FROM THE APPROXIMATE BEFORE No. C46568 A F 0 R SCALE:AS SHOWN LAKE ELSINORE MARKET PLACE 8 N N INTERSECTION OF COLLIER AVENUE mu DIG! Exo,6-30-07 SHEETS O O AND CENTRAL AVENUE 66 FEET SOUTHWESTERLY ALONG CENTRAL 1-800-227-2600 �L ' S o$ J} CIVIL p�Q PREPARED UNDER THE DIRECTION OF: FILE N0. g' n z 22 AND NORTHWESTERLY 32 FEET TO UNDERGROUND SERVICE ALERT ROBERT K.MOEHLING RCF.No. ®56 D E 4TP OF CAVYF�� / -�Gu, Q �is.....�_ 6��SOIOS DATE:5/20/05 �� / 0 o CHISELED SQUARE ON TOP Cl CURB Cal at least 2 working days prior to excavating. DESIGNED BY: DB DRAWN BY: DB CHECKED BY: HORIZONTAL CONTROL _ o /� OPPOSITE FIRE HYDRANT CITY ENGINEER EXP.DATE 6/30/2006 BARRY CO AN,RCE "C46568 (EXP.6-30-07) DATE PLOT DATE: 10-JUN-2005 JN 14502 i Ll S i i m Ll PARDE I 1 PARCEL 16 IMPROVEMENTS PER N F 1 PM 32369 PRECISE GRADING PLANS BY FUSCOE ENGINEERING. LIM 1 f WORK OF LIMIT OF .T — L = — C3 ~ WORK_i — ` o --`-:" C2 I ( _.. OF LIMIT OF �� _.. a. :.: WOLIMIT._.RK WORK LIMIT WORK OF I•,j ,y 164 L366L3b2 r" R R "' 26U 2 ' CZSB C257 .,,,,, 256 C25_.... — �;_ - L360 C254 C253 'Y C252 1 L368— L36! L365. —_ L363 �,. 28.0' 28.0' 0 28 0 L —_ 28.0' _..... L359 8 � J` �_ .924, R R R R N93'5639£:....902.02' � EASEMENTN PER o 0 ''AA PARCEL M N ,„ _ j7 �___ _.RECORDEDAIN PMB32099/84-BB - 1 1 _ ;>� _` RIVERSIDE N m OF RI E SIDE COUNTY. 1 ......... .._. a.m..— „�., r, .. •,-�,:% LIMIT OF __. _ _—_— — —C12 -- —_--_— _— — --- ------ —————————— —— —_-- -m- .. ....._ ..................... .................._ ........ ...._.._.---.; WORK Fr ._ ,.,.. ., 2 N 3 N j N ........_... _ J - LI LIMIT OF �...�,�.» �,.� ,«� ++m. ''^^ Ir' V/ u WORK -J MIT OF 2 'T LIMIT OF /�� WORK 1 1 .W,_. ,..........�,,.,.. _ ,,.,. �.. .._._ .__..............__..... - -- � WORK ._..-�_ .................................................................. Jp 3^ xz } ` FARCrI 10 j ' as BUILDING A ' PARCEL 15 IMPROVEMENTS PER ,//� 17 z i FF=1306.50 PM 32369 PRECISE GRADING PLANS 1% w PAD=1305.50 BY EN ENGINEERING. r;:iz,//// o w! SEE STRUCTURAL PLAN FOR BUILDING LAYOUT (FOOTPRINT SHOWN FOR L j �n C 1 REFERENCE ONLY) / Q a i O f I t11f L ilj/ L a) v 0 U ;i.J• O O 0 a_ /f f/ U /O 4- 0 > tlr N 60 OTE: O FOR HORIZONTAL CONTROL,LINE (U N 0 AND CURVE (C)DATA TABLE.SEE zo 10 o zo 40 L , SHEETS 11 AND 12 OF 21 RESPECTIVELY. GRAPHIC SCALE 1"- 20' / L (31 C °0 W.S. 07 18 2009 J1150E UNAUTHORIZED CHANCES CITY OF LAKE ELSINORE SHEET c REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL 0 +r BENCH MARK. COMPLIANCE WITH THE APPROPRIATE QPOFESSIppq/ L Y w CITY OF LAKE ELSINORE BM B-95-56 DIG ALERT 1u1�1�+-u�l�iVLL��VG lVut]ly 1 CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE CONDITIONS OF DEVELOPMENT AND/OR RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE OFF E a' M DESCRIPTION: CHISELED SQUARE CITY AND STATE LAWS,AND A PERMIT BARRY J. COWAN % S^>� Rf..A8 OB Pm� n,� PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED FINE GRADING & UTILITY PLANS c i ON TOP OF CURB,ELEV = 1274.91 �y CALL CAN BE ISSUED. C46568 A nary nm w.tsmr sass onw,rw suss•fna wcauo•Pnx ln+l wcaw-.... BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. FOR 21 c LOCATION: FROM THE APPROXIMATE BEFORE No. SCALE:AS SHOWN SHEETS $ N L INTERSECTION OF COLLIER AVENUE YOU RDIV u o. C4 568 LAKE ELSINORE MARKET PLACE o O AND CENTRAL AVENUE 66 FEET / 3p5 sr CIVIL Q PREPARED UNDER THE DIRECTION OF: FILE N0. v j Z SOUTHWESTERLY ALONG CENTRAL 1400-227-2600 'ZTf VEOQ� ��- Q _ o HORIZONTAL CONTROL DATE: 5/20/OS AND NORTHWESTERLY 32 FEET TO UNDERGROUND SERVICE ALERT ROBERT K.MOEMIIJ RC . .63056 DA OF CAY 73 i uL? CHISELED SQUARE ON TOP OF CURB Cal at bast 2 working days prior to excavating DESIGNED BY: DB DRAWN BY: DH CHECKED BY: CITY ENGINEER EXP.DATE 6/30/2004 BARR�N,RCE ^C46568 (EXP.6-30-07) DATE OPPOSITE FIRE HYDRANT PLOT DATE: 10-JUN-2005 JN 14502 - LINE DATA TABLE No. DIRECTION DISTANCE REMARKS No. DIRECTION DISTANCE REMARKS No. DIRECTION DISTANCE REMARKS L1 N 46'06'41 E 184.48 6" CURB & GUTTER L125 N 43:56:39 E 4.50 6" CURB L248 N 43'56'39 E 12.48 6" CURB & GUTTER L2 N 43'56'39" E 116.81 6" CURB & GUTTER L126 S 46'03'21 E 15.50 6" CURB L249 N 43.56'39 E 16.00 6" CURB j L3 N 43'56'39" E 24.92 6" CURB L127 S 46'03'21" E 15.50 6" CURB L250 N 46'03'21" W 45.00 6" CURB j L4 N 43'56'39" E 15.50 6" CURB L128 S 46'03'211, E 30.00 6" CURB L251 N 48'34'57" W 133.75 6" CURB & GUTTER L5 N 43.56'39 E 15.50 6" CURB L129 S 46°03'21 E 35.00 6" CURB L252 N 43'S6'39 E 1.50 6" CURB S ^ PARCEL J J L6 N 43.56'39" E 15.50 6" CURB L130 S 46'03'21" E 35.00 6" CURB L253 N 43'56'39" E NO 6" CURB '� � € L7 N 43'S6'39" E 15.50 6" CURB L131 N 43°56'39" E 2.83 6" CURB L254 S 46°03'21" E 35.00 6" CURB LS S 46'03'14" E 2.00 6" CURB L132 N 43'56'39" E 2.83 6" CURB L255 S 46°03'21" E 30.00 6" CURB PARCEL 16 IMPROVEMENTS PER L9 N 43'56'39 E 15.50 6" CURB L133 S 46°03'21" E 30.00 6" CURB L256 S 46'03'21" E 30.00 6" CURB PM 32369 PRECISE GRADING PLANS 110 S 46'03'14" E 28.00 6" CURB L134 S 46'03'21 E 30.00 6" CURB L257 S 46°03'21 E 15.50 6" CURB BY FUSCOE ENGINEERING. L11 N 46'03'14" W 0.50 6" CURB L135 S 46'03'21" E 35.00 6" CURB L258 S 46°03'21" E 15.50 6" CURB L12 N 43.56'39" E 51.01 6" CURB L136 N 43°5639 E 2.83 6" CURB L259 S 46°0321 E 16.50 6" CURB L13 N 46'06'41" E 157.25 6" CURB & GUTTER L137 N 43'56'39" E 2.83 6" CURB L260 N 43°56'39" E 15.50 6" CURB L14 S 46'03'14 E 67.00 6" CURB L138 S 46°03'21" E 30.00 6" CURB L261 S 46°03'21" E 15.50 6" CURB I I L15 S 46'03'14" E 63.00 6" CURB L139 S 46'03'21" E 30.00 6" CURB L262 S 46°03'21" E 15.00 6" CURB L16 N 43'5639" E 18.50 6" CURB L140 5 46°03'21" E 35.00 6" CURB L263 S 46'03'21" E 15.00 6" CURB m L17 5 46'03'14 E 75.00 6" CURB L141 S 46'03'21" E 35.00 6" CURB L264 S 46°03'21" E 15.00 6" CURB - L18 S 46'03'14" E 15.50 G" CURB L142 N 43'56'39" E 2.83 6" CURB L265 S 46'03'21" E 15.00 6" CURB 'I i ' 21 L19 N 43'56'39" E 27.00 6" CURB L143 N 43'56'39" E 2.83 6" CURB L266 S 46'03'21" E 15.50 6" CURB 'I i L20 S 46'03'14" E 11.64 6" CURB L144 S 46'03'21" E 30.00 6" CURB L267 N 43°56'39" E 6.01 6" CURBS L21 S 0'04'59" W 15.50 6" CURB L145 S 46'03'21" E 59.33 6" CURB L268 N 43°56'39" E 4.50 6" CURB ! DEXTER AVENUE [( L22 5 89'55'01" E 16.46 6" CURB L146 N 43'56'39" E 16.00 6" CURB L269 N 43°56'39" E 68.00 6" CURB 1 :IMPROVEMENTS PER L23 S 89'55'01" E 54.00 6" CURB L147 S 46'03'21" E 54.00 6" CURB L270 N 43'56'39" E 54.00 6" CURB PM 32369 OFFSITE ( v L24 S 0*04'59" W 15.00 6" CURB L148 N 43'56'39" E 15.50 6" CURB L271 N 43'56'39" E 77.00 6" CURB ;! !IMPROVEMENT''P�AN L25 S 0'04'59" W 15.00 6" CURB L149 S 46'03'21" E 18.56 6" CURB L272 N 43'56'39" E 235.03 6" CURB i L26 S 89'55'01" E 54.00 6" CURB L150 N 43'56'39" E 113.98 6" CURB & GUTTER L273 S 46'03'21" E 83.00 6" CURB j6.0' ''30;w L27 S 0'04'59" W 15.00 6" CURB L151 S 46'03'21" E 15.00 6" CURB L274 N 34'30'42" E 15.50 6" CURB - L28 S 0'04'59" W 15.00 6" CURB L152 N 46'03'21" W 15.00 6" CURB L275 N 55'29'18" W 36.00 6" CURB 'I I L29 S 89'55'01" E 54.00 6" CURB L153 S 46'03'21" E 15.00 6" CURB L276 N 32°10'29" E 15.00 6" CURB i L30 S 0'04'59" W 15.00 6" CURB L154 N 46'03'21" W 15.00 6" CURB L277 N 43°56'39" E 15.97 6" CURB L31 S 0'04'59" W 15.00 6" CURB L155 S 46'03'21" E 15.50 6" CURB L278 N 57°49'31" W 1.47 6" CURB L32 S 89955'01" E 54.00 6" CURB L156 S 46'03'21" E 30.00 G" CURB L279 N 55"29'18" W 1.73 6" CURB S \ f L33 S 28°43'29" E 15.80 6" CURB L157 S 46'03'21" E 35.00 6" CURB L280 S 46'03'21" E 27.00 6" CURB [ LIMIT OF L34 S 0'04'59" W 15.50 6" CURB L158 N 43'56'39" E 20.00 6" CURB L281 N 43'56'39" E 34.95 6" CURB ! `l I WORK L35 S 89'55'01" E 5.65 6" CURB L159 N 43'56'39" E 2.00 6" CURB L282 N 43'56'39" E 29.58 6" CURB L36 N 61'16'31" E 37.00 6" CURB L1 60 N 43'56'39" E 2.00 6" CURB L283 S 46'03'21" E 1.50 6" CURB r! /�. L""""" ---••- -•-•-,°...--..,.,... I- L37 S 28'43'29" E 15.58 6" CURB L161 S 46'03'21" E 17.50 G" CURB L284 N 57'49'31" W 2.05 6" CURB L38 N 43'56'39" E 14.73 6" CURB L162 S 46'03'21" E 15.00 6" CURB L285 N 43'57'51" E 18.77 6" CURB i a L39 S 45'54'53" E 63.00 6" CURB L163 S 43'56'39" W 44.50 6" CURB L286 N 46'02'09" W 0.88 6" CURB & GUTTER L40 S 45'54'53" E 1 6.51 6" CURB L1 64 N 43'56'39" E 34.50 6" CURB L287 N 43'55'26" E 16.00 6" CURB �``•`„^^�•r.., ,., ... L41 N 43'56'39" E 19.51 6" CURB L165 S 40'51'43" W 51.42 6" CURB & GUTTER L288 N 46'03'21" W 54.36 6" CURB L42 S 45'54'53' E 15.49 6" CURB L166 S 45'54'53" E 12.99 6" CURB & GUTTER L289 N 43'56'39" E 15.50 6" CURB & GUTTER L43 N 43'56'39' E 12.00 6" CURB L167 N 43'56'39" E 5.45 6" CURB L290 N 43'56'39" E 15.50 6" CURB I N PROP.EP & '" 8 b L44 N 43'56'39' E 162.00 6" CURB L168 S 46'03'21" E 17.00 6" CURB L291 N 46'03'21" W 2.00 6" CURB & GUTTER .„,.� I x ... LIMIT OF WORK: ;,d o UTILITY AND'ACCE55 L45 N 43'56'39" E 162.18 6' CURB & GUTTER L169 S 46'03'21' E 14.00 6' CURB L292 N 43'56'39 E 32.00 6' CURB �-- s1 w "JOIN EXTER7fVEAlUE:� - --_ _ .. 'EASEMENT P R //�� E V/ L46 S 89°55'01' E 40.97 6' CURB L170 N 43°56'39' E 54.00 6' CURB L293 N 43°56'39' E 36.00 6' CURB '� IMP OVEMENTS PER',p N46'06 4>£ 292.gT PARCEL MAP No 3�.,._.... ETAIL SHEET 2 L47 N 43°56'39' E 1 a REC.OS 6" CURB L171 N 43'56'39' E 54.00 6' CURB L294 N 46'03'21' W 13.00 6' CURB ; :��1 •'.;:� I(! ORDED'1N L48 S 45'54'53' E 17.49 6" CURB L172 N 43'56'39' E 36.00 6" CURB L295 N 43°56'39' E 56.00 6" CURB ! Q c.,:""i a-.- ... ,� PMB 209/g4_gg IC L49 S 45'54'53' E 17.51 6" CURB L173 S 46'03'21' E 15.00 6" CURB L296 N 46'03'21' W 14.50 6" CURB :I -- -0F RdVERSJDE-CIIUNTY.._....... . L50 N 43'56'39" E 18.00 6" CURB L174 S 46'03'21" E 15.00 6" CURB L297 N 43°56'39" E 15.50 6" CURB Q o L51 N 43'56'39" E 12.61 6" CURB L175 S 46'03'21" E 15.00 6" CURB L298 N 46'03'21" W 56.00 6" CURB & GUTTER '� Lu k N L52 S 89'55'01" E 41.61 6" CURB L176 S 46'03'21" E 15.00 6" CURB L299 N 46'03'21" W 33.66 6" CURB c`' L53 N 46'11'48" W 17.49 6" CURB L177 S 46'03'21" E 15.80 6" CURB L300 N 46'03'21" W 14.00 6" CURB Wp b T - L13 i L54 S 45'54'53' E 17.49 6" CURB L178 N 43'56'39' E 29.75 6" CURB L301 S 43'46'43' W 68.00 6" CURB L55 N 43°56'39' E 3.27 6" CURB L179 S 46°03'21' E 198.08 6" CURB L302 N 46'03'21' W 12.99 6" CURB 0 ,p Q '" "°"� """°*° m L56 N 43'56'39' E 18.00 G" CURB L180 S 46'03'21' E 15.35 6" CURB L303 S 46'03'21' E 25.00 PROP EP ! j LIMIT 01 o L57 N 43'56'39' E 14.10 6" CURB L181 5 46'03'21' E 15.35 6" CURB L304 S 43'46'43' W 104.00 PROP EPWORK L58 S 45'54'53' E 17.51 G" CURB L182 S 46'03'21' E 13.00 6" CURB L305 N 46'03'21' W 44.57 PROP EP : ! L59 S 45'54'53' E 17.49 6" CURB L183 S 46'03'21' E 9.00 6" CURB & GUTTER L306 N 43'56'39' E 184.48 PROP EP I L60 N 43'56'39' E 27.00 6" CURB L184 N 43'56'39" E 16.00 6" CURB L307 S 3'19'23" E 5.37 PROP EP i ..._ _.__. W L61 N 43'56'39" E 4.68 6" CURB L185 S 46°03'21" E 63.00 6" CURB L308 N 43'56'39" E 70.41 PROP EP L62 N 43°56'39" E 6.60 6" CURB L186 N 43'56'39" E 16.00 6" CURB L309 N 62'07'03" E 21.60 - PROP EP L63 S 89'55'01" E 41.61 6" CURB L187 S 46°03'21" E 27.00 6" CURB & GUTTER L310 S 44'05'07" W 322.34 PROP EP L64 S 45'54'53" E 36.00 6" CURB L188 S 46'03'21" E 15.25 6" CURB L311 S 46'03'21" E 158.00 PROP EP i x O L65 S 45'54'53" E 30.00 6" CURB L189 N 43°56'39" E 2.83 6" CURB L312 S 44°05'07" W 99.46 PROP EP L66 S 45°54'53" E 36.00 6" CURB L190 S 46°03'21" E 15.00 6" CURB L313 S 46'00'00" E 115.03 PROP EP `�� L67 S 45°54'53" E 30.00 6" CURB L191 S 46°03'21" E 15.00 6" CURB L314 S 70'57'46" E 5.33 PROP EP L68 S 45'54'53" E 30.00 6" CURB L192 S 46'03'21" E 20.50 6" CURB L315 N 46'13'17" W 46.68 6" CURB & GUTTER ;f L69 S 45'54'53" E 36.00 6" CURB L193 N 43°56'39" E 18.00 6" CURB L316 N 46'13'17" W 51.30 6" CURB L70 N 82'41'08" E 27.24 6" CURB L194 N 43'56'39" E 15.00 6" CURB L317 N 43'56'39" E 15.52 PROP EP ;�i� L71 N 43'56'39" E 143.54 6" CURB L195 N 43'56'39" E 15.00 6" CURB L318 S 46°00'00" E 4.12 6" CURB .: L72 S 80'19'50" E 2.11 6" CURB & GUTTER L196 N 43'56'39" E 15.00 6" CURB L319 N 44'00'00" E 0.67 6" CURB L73 S 45'54'53" E 253.40 6" CURB & GUTTER L197 S 46'03'21" E 50.00 6" CURB L320 S 46'00'00" E 4.09 6" CURB �•' frj L74 N 41°54'39" W 34.99 6" CURB L198 S 46'03'21" E 36.00 6" CURB L321 N 43'56'39" E 69.31 6" CURB L75 S 46'02'09" E 26.00 6" CURB L199 N 43°56'39" E 78.97 6" CURB L322 S 46'00'00" E 12.44 6" CURB f i L76 S 45.54'53" E 136.53 6" CURB L200 N 46'03'21" W 15.50 6" CURB L323 N 46'00'00" E 10.76 6" CURB L77 N 43°56'39" E 14.99 6" CURB L201 S 46'03'21" E 30.00 6" CURB L324 N 46'35'40" W 10.00 PROP EP t ;, L78 S 45'54'53" E 85.50 6" CURB L202 S 46'03'21" E 35.00 6" CURB L325 S 43'24'20" W 37.62 PROP EP L79 N 43'56'39" E 15.51 R N 4 1 R P P 6" CUB L203 3 56'39" E .00 6" CUB L326 S 45°48'37" E 93.29 ROPE L80 S 45'54'53" E 241.07 6 CURB L204 N 43'56'39" E 1.00 6 CURB L327 S 43 56 12 W 72.82 PROP EP -^- ..-.--�- "'.--"""""' - C} i L81 S 56'09'22" W 9.38 6" CURB & GUTTER L205 S 46°03'21" E 30.00 6" CURB L328 S 45948'37" E 33.91 PROP EP yy L82 S 46'03'21" E 23.26 6" CURB L206 N 43°56'39" E 1.00 6" CURB L329 S 43°56'12" W 30.00 PROP EP A" DEXTER AVENUE L83 S 56°09'22" W 20.44 6" CURB L207 N 43°56'39" E 1.00 6" CURB L330 N 43'56'39" E 9.00 6" CURB & GUTTER IMPROVEMENTS PER L84 S 46'03'21" E 15.50 6" CURB L208 N 43'56'39" E 1.00 6" CURB L331 S 46°03'21" E 5.83 6" CURB - PM 32369 OFFSITE 's L85 N 43'56'39" E 4.00 6" CURB L209 N 43'56'39" E 15.50 6" CURB L332 N 43°56'39" E 0.67 6" CURB IMPROVEMENT PLAN l � L86 S 46'03'21" E 15. R 1 1" R TT R 1"50 6" CUB L2 0 S 46'03 2 E 3.50 6" CUB & GU E L333 S 46'03 2 E 5.74 6" CURB L87 S 46°03'21" E 15.50 6" CURB L211 5 46'03'21" E 30.00 6" CURB L334 S 52°22'12" W 8.74 6" CURB & GUTTER ( �" 'i ! � ����:::::::::.�:..::�..:-:.:q.� L88 N 43'56'39" E 2.00 6" CURB L212 N 43'56'39" E 16.71 6" CURB & GUTTER L335 N 43°56'39" E 15.50 6" CURB & GUTTER L89 S 46'03'21" E 38.00 6" CURB L213 S 46'03'21" E 35.00 6" CURB L336 S 45°54'53" E 17.51 6" CURB & GUTTER L90 S 46'03'21" E 37.50 6" CURB L214 S 46'03'21" E 35.00 6" CURB L337 S 44'00'54" W 10.91 6" CURB & GUTTER 40.0' '30.0'`I! L91 N 43'56'39" E 81.00 6" CURB L215 S 46'03'21" E 30.00 6" CURB L338 N 44°00'00" E 0.67 6" CURB & GUTTER ! !; L92 N 43'56'39" E 81.00 6" CURB L216 N 43'56'39" E 9.50 6" CURB L339 N 43'53'39" E 54.00 6" CURB i L93 N 43°56'39" E 54.00 6" CURB L217 N 43°56'39" E 53.00 6" CURB L340 N 43'53'39" E 5.45 6" CURB L94 S 46'03'21" E 15.50 6" CURB L218 N 43'56'39" E 36.00 6" CURB L341 N 43'53'39" E 7.50 6" CURB r J c L95 S 46'03'21" E 15.50 6" CURB L219 N 43°56'39" E 45.00 6" CURB L342 S 46'03'21" E 8.00 6" CURB ' 1J r�f� r Q' L96 S 46'03'21" E 13.50 6" CURB L220 N 43'56'39" E 54.00 6" CURB L343 5 46'03'21" E 8.00 6" CURB 1 'I a L97 S 46'03'21" E 16.00 6" CURB L221 S 46'03'21" E 15.00 6" CURB L344 S 46°03'21" E 10.00 6" CURB PARCEL 15 IMPROVEMENTS P R of L98 N 43'56'39" E 161.86 6" CURB L222 S 46'03'21" E 15.00 6" CURB L345 N 43'56'39" E 10.00 6" CURB L99 N 43'56'39" E 62.67 6" CURB & GUTTER L223 S 46'03'21" E 32.00 6" CURB L346 N 43°56'39" E 10.00 6" CURB I PM 32369 PRECISE GRADING P NS w L100 N 60'38'36" E 17.40 6" CURB & GUTTER L224 S 46'03'21" E 32.00 6" CURB L347 S 46'03'21" E 11.50 6" CURB BY EN ENGINEEFING. a c L101 N 43'56'39" E 48.91 6" CURB & GUTTER L225 S 46°03'21" E 32.00 6" CURB L348 N 43'56'39" E 0.67 6" CURB 1 L L102 N 43'56'39" E 36.00 6" CURB L226 S 46°03'21" E 13.50 6" CURB L349 S 46'03'21" E 9.75 6" CURB L103 5 46'03'21" E 18.00 6" CURB L227 S 46'03'21" E 13.50 6" CURB L350 N 44°05'49" E 54.00 6" CURB o E L104 S 46'03'21" E 5.00 6" CURB L228 S 46'03'21" E 30.00 6" CURB L351 N 44°05'49" E 54.00 6" CURB v 0 L105 S 46'03'21" E 17.50 6" CURB L229 S 46'03'21" E 36.00 6" CURB L352 S 46°03'21" E 16.00 6" CURB z L106 S 46'03'21" E 17.50 6" CURB L230 S 46°03'21" E 35.00 6" CURB L353 S 46'02'09" E 26.00 6" CURB ;: a i L107 N 43'56'39" E 14.50 6" CURB L231 S 46°03'21" E 15.50 6" CURB L354 S 46'02'09" E 26.00 6" CURB �. L108 N 43'56'39" E 36.00 6" CURB L232 S 46°03'21" E 36.00 6" CURB L355 S 46'02'09" E 26.00 6" CURB ]j 0 0 L109 N 43'56'39" E 3.50 6" CURB L233 S 46'03'21" E 30.00 6" CURB L356 S 46'01'35" E 37.03 6" CURB I! + c 1111 S 46°03'21" E 30.00 6" CURB L234 S 46°03'21" E 16.00 6" CURB L357 S 46°02'09" E 26.00 6" CURB o a L112 S 46'03'21" E 35.00 6" CURB L235 S 46°03'21" E 36.00 6" CURB L358 N 43'56'39" E 44.00 6" CURB & GUTTER L113 S 46'03'21" E 30.00 6" R 44° 7" W 7.17 6" CURB N 4 R GUTTER CUB L236 S OS 0 L359 3 56 39" E 30.00 6" CUB & GU E I i o L114 N 43'56'39" E 2.83 6" CURB L237 S 44°05'07" w 7.16 6" CURB L360 N 46'03'11" W 1.39 6" CURB a L115 N 43'56'39" E 2.83 6" CURB L238 S 44°05'07" W 7.17 6" CURB L361 N 43'56'39" E 30.00 6" CURB & GUTTER `, ti + + L116 S 46'03'21" E 35.00 6" CURB L239 S 44°05'07" W 7.16 6" CURB L362 N 46°03'11" W 1.39 6" CURB "- c o L117 S 46°03'21" E 30.00 6" CURB L240 S 46°03'21" E 9.75 6" CURB L363 N 43'56'39" E 37.00 6" CURB & GUTTER o Q 1118 S 46'03'21" E 36.00 6" CURB L241 S 46°03'21" E 35.00 6" CURB L364 N 46°03'11" W 3.39 6" CURB NOTE: •- C L119 S 46'03'21" E 14.50 6" CURB L242 N 43'56'39" E 1.00 6" CURB L365 N 43'56'39" E 30.00 6" CURB & GUTTER FOR HORIZONTAL CONTROL,LINE (L) o N L120 N 43'56'39" E 5.50 6" CURB L243 S 46'03'21" E 32.00 6" CURB L366 N 46°03'11" W 3.39 6" CURB AND CURVE (C)DATA TABLE,SEE 2O 10 0 20 40 60 0 a L121 N 43'56'39" E 5.50 6" CURB L244 S 46'03'21" E 32.00 6" CURB L367 N 43'56'39" E 9.85 6" CURB & GUTTER SHEETS 11 AND 12 OF 21 RESPECTIVELY. / L L122 N 43'56'39" E 173.OD 6" CURB L245 N 43'56'39" E 9.50 G" CURB L368 N 56°04'28" E 11.90 6" CURB & GUTTER u 0 L1 23 N 43'56'39" E 4.50 6" CURB L246 S 46'03'21" E 53.00 6" CURB L369 N 46°03'21" W 7.06 6" CURB GRAPHIC SCALE T"= 20' c -° L124 N 43'56'39" E 173.00 6" CURB L247 N 48'34'57" W 127.41 6" CURB .S 07 15 YAOS _ o +r BENCH MARK, REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL I'" UNAUTHORIZED CHANGES SHEET L VI N DIG ALERT COMPLIANCE WITH THE APPROPRIATE eFOFESSfONq< RICKENGINEERING C(WANY CITY O F LAKE E L S I N O R E c� Y •• CITY OF LAKE ELSINORE BM B-95-56 CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE o M CONDITIONS OF DEVELOPMENT AND/ORS a) .2 DESCRIPTION: CHISELED SQUARE S RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE '^ c ON TOP OF CURB,ELEV = 1274.91 CITY AND STATE LAWS,AND A PERMIT BARRY J. COWAN % sso ml.v s;9s, 0� vnss� m� PLANS.ALL CHANGES TO THESE PLANS MUST BE APPROVED FINE GRADING & UTILITY PLANS IIf e V CALL CAN BE ISSUED. n s am nw wa,%swu uu•o .a suss.ma wga„o.rnx m.!9ag..u.,..,..nw®¢mm BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. u /c o LOCATION: FROM THE APPROXIMATE BEFORE no. C46568 A 21 N L N INTERSECTION OF COLLIER AVENUE SCALE:AS SHOWN FOR 0 o AND CENTRAL AVENUE 66 FEET YOU DIG! a exo•6-30-07 LAKE E L SI N 0 R E MARKET PLACE SHEETS v ,- SOUTHWESTERLY ALONG CENTRAL 1�00-227-2600 .✓ j O J?4 CIVIL a�Q PREPARED UNDER THE DIRECTION OF: FILE NO. L AND NORTHWESTERLY 32 FEET TO UNDERGROUND SERVICE ALERT ROBERT K.MO KING RCE. .63056 D T TF OF CAFIF�F DATE:5/20/05 HORIZONTAL CONTROL/ m CHISELED SOUARE ON TOP OF CURB Cal at least 2 vorking days prior to excavating. !.. QI �i�. 6� S OPPOSITE FIRE HYDRANT DESIGNED BY: DB DRAWN BY: DB CHECKED BY: CITY ENGINEER EXP.DATE 6/30/2006 BARRY J tOW N,RCE 'C46568 (EXP.6-30-07) DATE PLOT DATE: 10-JUN-2005 JN 14502� CURVE DATA TABLE No. DELTA RADIUS LENGTH REAMARKS No. DELTA RADIUS LENGTH REAMARKS No. DELTA RADIUS LENGTH REAMARKS Cl 77:50:52 4.00 5.43 6" CURB & GUTTER C125 90:00:00 2.50 3.93 6" CURB C249 90'03'21" 2.50 3.93 6" CURB C2 841514" 30.00 44.12 6" CURB C126 1800000" 3.00 9:42 6" CURB C250 3°30'31" 50 00 306 6" CURB C3 97.18'29" 8.00 13.59 6" CURB & GUTTER C127 180°00,001, 3.00 9.42 6" CURB C251 90,00'01" 3:00 4:71 6" CURB & GUTTER C4 89°59'54 2.50 3.93 6" CURB C128 90°00'00 5.00 7.85 6" CURB C252 90°00'00 8.00 12.57 6" CURB & GUTTER C5 90'00'06" 2:50 3.93 6" CURB C129 90°00'00" 5.00 7.85 6" CURB C253 89'59'50" 3:00 4:71 6" CURB & GUTTER C6 90'00'061, 2.50 3.93 6" CURB C130 90,00,001, 2.50 3.93 6" CURB C254 90'00,10" 3.00 4.71 6" CURB & GUTTER C7 89.59'54" 10.00 15.71 6" CURB C131 90*00,001, 2.50 3.93 6" CURB C255 89'59'50" 3.00 4.71 6" CURB & GUTTER C8 155'20'35" 5.00 13.56 6" CURB C132 90,00,001, 5.00 7.85 6" CURB C256 90°00'loll 3.00 4.71 6" CURB & GUTTER C9 20'04'47" 50.00 17.52 6" CURB C133 90,00,001, 2.50 3.93 6" CURB C257 87'18'46" 6.00 9.14 6" CURB & GUTTER C10 90'00'06" 2.50 3.93 6" CURB C134 89'59'56" 5.00 7.85 6" CURB C258 87'25'43" 6.00 9.16 6" CURB & GUTTER C11 89'59'54" 2.50 3.93 6" CURB C135 90,00,001, 5.00 7.85 6" CURB C259 89'59'50" 3.00 4.71 6" CURB & GUTTER C12 90,01,161, 10.00 15.71 6" CURB & GUTTER C136 86°55'04" 25.00 37.93 6" CURB C260 90'00'loll 3.00 4.71 6" CURB & GUTTER C13 87'49'57" 3.00 4.60 6" CURB & GUTTER C137 89'51'32" 5.00 7.84 6" CURB C261 93'12'29" 4.00 6°51 6" CURB & GUTTER C14 89'59'54" 2.50 3.93 6" CURB C138 90,00,001, 2.50 3.93 6" CURB C262 12'07'48" 35.00 7.41 6" CURB & GUTTER C15 43°51'46" 2.50 1.91 6" CURB C139 90°08'28" 10.00 15.73 6" CURB & GUTTER C16 90,00,001, 2.50 3.93 6" CURB C140 90,00,001, 2.00 3.14 6" CURB s C17 180*00,001, 3.00 9.42 6" CURB C141 90,00,001, 2.50 3.93 6" CURB C18 180'00'00" 3.00 9.42 6" CURB C142 90,00,001, 25.00 39.27 6" CURB C19 180*00,001, 3.00 9.42 6" CURB C143 180*00,001, 3.00 9.42 6" CURB C20 90,00,001, 2.50 3.93 6" CURB C144 90*00,001, 2.50 3.93 6" CURB & GUTTER - C21 118°48'29" 3.00 6.22 6" CURB C145 90,00,001, 2.50 3.93 6" CURB & GUTTER C22 107'19'51" 2.50 4.68 6" CURB C146 81'34'27" 10.00 14.24 6" CURB & GUTTER - C23 89'51'32" 2.50 3.92 6" CURB C147 90,00,001, 2.50 3.93 6" CURB & GUTTER , C24 90'08'28" 2.50 3.93 6" CURB C148 90,00,00" 2.50 3.93 6" CURB & GUTTER C25 107'27'27" 5.00 9.38 6" CURB C149 90,00,00" 2.50 3.93 6" CURB C26 72'32'33" 30.00 37.98 6" CURB & GUTTER C150 90,00,00" 5.00 7.85 6" CURB & GUTTER C27 133'51'40" 5.00 11.68 6" CURB C151 90,00,00" 2.50 3.93 6" CURB C28 90'08'28" 2.50 3.93 6" CURB C152 180*00,00" 3.00 9.42 6" CURB C29 46'08'20" 6.50 5.23 6" CURB C153 88'38'12" 10.00 15.47 6" CURB C30 89°51'32" 2.50 3.92 6" CURB C154 91'21'52" 3.00 4.78 6" CURB C31 90°08'28" 2.50 3.93 6" CURB C155 90,00,00" 10.00 15.71 6" CURB C32 90°08'28" 2.50 3.93 6" CURB C156 90*00,00" 2.50 3.93 6" CURB C33 133'51'40" 5.00 11.68 6" CURB C157 90,00,001, 2.50 3.93 6" CURB C34 46'08'20" 5.00 4.03 G" CURB C158 90*00,00" 5.00 7.85 6" CURB C35 89'51'32" 2.50 3.92 6" CURB C159 90*00,001, 5.00 7.85 6" CURB C36 90'08'28" 2.50 3.93 6" CURB C160 90*00,001, 2.50 3.93 6" CURB C37 46'08'20" 5.00 4.03 6" CURB C161 90*00,001, 2.50 3.93 6" CURB C38 133'51'40" 5.00 11.68 6" CURB C162 90,00,001, 5.00 7.85 6" CURB C39 89'51'32" 5.00 7.84 6" CURB C163 90*00,001, 5.00 7.85 6" CURB C40 90'08'28" 5.00 7.87 6" CURB C164 90*00,001, 2.50 3.93 6" CURB C41 90'08'28" 2.00 3.15 6" CURB C165 90*00,001, 5.00 7.85 6" CURB C42 89'51'32" 2.00 3.14 6" CURB C166 90*00,001, 5.00 7.85 6" CURB & GUTTER C43 89'51'32" 5.00 7.84 6" CURB C167 90*00,001, 2.50 3.93 6" CURB & GUTTER C44 90'08'28" 5.00 7.87 G" CURB C168 92'31'36" 10.00 16.15 6" CURB C45 90'08'28" 2.00 3.15 6" CURB C169 90,00,011, 2.50 3.93 6" CURB C46 89'51'32" 2.00 3.14 6" CURB C170 90,00,001, 5.00 7.85 6" CURB C47 89°51'32" 5.00 7.84 6" CURB C171 90,00,001, 5.00 7.85 6" CURB C48 90'08'28" 5.00 7.87 6" CURB C172 90*00,001, 2.50 3.93 6" CURB C49 90'08'28" 2.00 3.15 6" CURB C173 180,00,001, 3.00 9.42 6" CURB C50 89'51'32" 2.00 3.14 6" CURB C174 180*00,001, 2.50 7.85 6" CURB C51 38'44'29" 25.00 16.90 6" CURB C175 180,00,001, 2.50 7.85 6" CURB C52 89'51'32" 15.00 23.53 6" CURB C176 180*00,001, 2.50 7.85 6" CURB C53 120'11'41" 5.00 10.49 6" CURB & GUTTER C177 180,00,001, 2.50 7.85 6" CURB C54 34'24'57" 35.00 21.02 6" CURB & GUTTER C178 90'08'28" 5.00 7.87 6" CURB C55 90'08'28" 3.00 4.72 G" CURB C179 89'51'32" 5.00 7.84 6" CURB C56 89'51'32" 2.50 3.92 6" CURB C180 90'08'28" 2.50 3.93 6" CURB C57 12'09'59" 221.47 47.03 6" CURB & GUTTER C181 89°51'32" 2.50 3.92 G" CURB C58 102'12'42" 10.00 17.84 6" CURB & GUTTER C182 89'51'32" 2.50 3.92 6" CURB C59 12'09'59" 191.47 40.66 6" CURB C183 90'08'28" 2.50 3.93 6" CURB j C60 77'55'45" 10.00 13.60 6" CURB C184 89'51'32" 5.00 7.84 6" CURB C61 90,00,001, 2.50 3.93 6" CURB C185 90'08'28" 5.00 7.87 6" CURB C62 90,00,001, 5.00 7.85 6" CURB C186 90'08'28" 5.00 7.87 6" CURB C63 90,00,001, 2.50 3.93 6" CURB C187 89'51'32" 5.00 7.84 6" CURB C64 90,00,001, 2.50 3.93 6" CURB C188 90'08'28" 5.00 7.87 6" CURB C65 90*00,001, 4.00 6.28 6" CURB C189 90'08'27" 2.00 3.15 6" CURB C66 90*00,001, 2.00 3.14 6" CURB C190 89'51'33" 2.00 3.14 6" CURB C67 90,00,001, 2.00 3.14 6" CURB C191 90'08'28" 2.00 3.15 6" CURB C68 90,00,001, 4.00 6.28 6" CURB C192 89°51'32" 2.00 3.14 6" CURB C69 90,00,001, 5.00 7.85 6" CURB C193 89'51'32" 5.00 7.84 6" CURB C70 90*00,00" 5.00 7.85 6" CURB C194 90*00,001, 2.50 3.93 6" CURB C71 90,00,00" 2.50 3.93 6" CURB C195 90,00,001, 5.00 7.85 6" CURB C72 90*00,00" 2.50 3.93 6" CURB C196 180'00'00" 2.50 7.85 6" CURB C73 16'34'46" 58.44 16.91 6" CURB & GUTTER C197 180'00'00" 2.50 7.85 6" CURB C74 16'34'44" 58.45 16.91 6" CURB & GUTTER C198 90*00,011, 2.50 3.93 6" CURB C75 90,00,00" 30.00 47.12 6" CURB C199 90*00,001, 5.00 7.85 6" CURB C76 90,00,00" 2.50 3.93 6" CURB C200 90*00,00" 5.00 7.85 6" CURB C77 90,00,00" 2.50 3.93 6" CURB C201 90,00,00" 2.50 3.93 6" CURB C78 90*00,00" 5.00 7.85 6" CURB C202 90,00,00" 5.00 7.85 6" CURB C79 90,00,001, 2.50 3.93 6" CURB C203 90,00,00" 2.00 3.14 6" CURB C80 90,00,001, 5.00 7.85 6" CURB C204 87'28'24" 10.00 15.27 6" CURB & GUTTER C81 90,00,001, 5.00 7.85 6" CURB C205 90,00,00" 5.00 7.85 6" CURB C82 90,00,001, 2.50 3.93 6" CURB C206 90,00,001, 5.00 7.85 6" CURB C83 90100100" 2.50 3.93 G" CURB C207 90,00,00" 2.50 3.93 6" CURB C84 90*00,001, 2.50 3.93 6" CURB C208 90*00,00" 2.50 3.93 6" CURB C85 90,00,001, 5.00 7.85 G" CURB C209 90*00,001, 2.00 3.14 6" CURB C86 90,00,001, 5.00 7.85 6" CURB C210 90,00,001, 2.00 3.14 6" CURB C87 90,00,001, 5.00 7.85 6" CURB C211 90*00,001, 5.00 7.85 6" CURB C88 90*00,001, 5.00 7.85 6" CURB C212 90,00,001, 5.00 7.85 6" CURB C89 90,00,001, 2.50 3.93 6" CURB C213 90,00,001, 2.50 3.93 6" CURB C90 90,00,001, 2.50 3.93 6" CURB C214 90*00,001, 5.00 7.85 6" CURB C91 90,00,001, 2.50 3.93 G" CURB C215 90,00,001, 10.00 15.71 6" CURB C92 90,00,001, 2.50 3.93 G" CURB C216 90*00,001, 2.50 3.93 6" CURB C93 90,00,001, 5.00 7.85 6" CURB C217 90,00,001, 10.00 15.71 6" CURB C94 90*00,001, 5.00 7.85 6" CURB C218 90*00,001, 2.50 3.93 6" CURB C95 90,00,001, 5.00 7.85 6" CURB C219 78'13'49" 2.50 3.41 6" CURB C C96 90,00,001, 5.00 7.85 G" CURB C220 90*00,001, 2.50 3.93 6" CURB CD C97 90,00,001, 2.50 3.93 6" CURB C221 90,00,001, 2.50 3.93 6" CURB -O C98 90,00,001, 2.50 3.93 6" CURB C222 99'25'57" 5.00 8.68 6" CURB o C99 90,00,001, 2.50 3.93 6" CURB C223 180'00,001, 3.00 9.42 6" CURB L C100 90'00'00 2.50 3.93 6" CURB C224 180'00,001, 3.00 9.42 6" CURB C101 90'00'00" 5.00 7:85 6" CURB C225 90,00,001, 2.50 3.93 6" CURB o C C102 90'00,001, 5.00 7.85 6" CURB C226 90'00,001, 5.00 7.85 6" CURB Oa C103 90,00,001, 5.00 7.85 6" CURB C227 78'13'49" 5.00 6.83 6" CURB - N C104 90,00,001, 5.00 7.85 6" CURB C228 101'46'11" 2.50 4.44 6" CURB O n C105 90,00,001, 2.50 3.93 6" CURB C229 89°57'35" 2.00 3.14 6" CURB & GUTTER v o C106 90,00,001, 2.50 3.93 6" CURB C230 90*00,001, 2.00 3.14 6" CURB - O C107 90,00,001, 2.50 3.93 6" CURB C231 90,00,001, 2.50 3.93 6" CURB & GUTTER i - C108 90,00,001, 2.50 3.93 6" CURB C232 90,00,001, 2.50 3.93 6" CURB & GUTTER _ 0 o C109 90*00,001, 5.00 7.85 6" CURB C233 90,00,001, 4.00 6.28 6" CURB C C110 90,00,001, 5.00 7.85 6" CURB C234 90,00,001, 2.00 3.14 6" CURB t C C111 90*00,001, 5.00 7.85 6" CURB C235 90,00,001, 4.00 6.28 6" CURB a C112 90,00,001, 5.00 7,85 6" CURB C236 90,00,001, 2.00 3.14 6" CURB 0 / C113 90*00,001, 2.50 3.93 6" CURB C237 90,00,001, 2.50 3.93 6" CURB I O C114 90,00,001, 2.50 3.93 6" CURB C238 90,00,001, 5.00 7.85 6" CURB o C115 90°00'00 2.50 3.93 6" CURB C239 90*00,001, 4.00 6.28 6" CURB + + C116 90'00'00" 2.50 3:93 6" CURB C240 90'09'56" 4.00 6.29 6" CURB C O C117 90,00,001, 5.00 7.85 6" CURB C241 89'50'04" 5.00 7.84 6" CURB o Q C118 90,00,001, 5.00 7.85 6" CURB C242 47'16'02" 35.00 28.87 PROP EP C119 90*00,001, 5.00 7.85 6" CURB C243 47'16'02" 2.50 2.06 PROP EP L i C120 90*00,001, 5.00 7.85 6" CURB C244 18°10'23" 35.00 11.10 PROP EP O C121 90,00,001, 2.50 3.93 6" CURB C245 18'01'56" 35.00 11.02 PROP EP _ -° C122 90*00,001, 2.50 3.93 6" CURB C246 24'44'54" 11.56 4.99 PROP EP m O C123 90,00,001, 5.00 7.85 6" CURB C247 24-31'13" 11.68 5.00 PROP EP C p C C124 90*00,001, 5.00 7.85 6" CURB Ip,S.O7 18 2006C248 89'56'39" 2.50 3.92 6" CURB o +� BENCH MARK REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL J'1502 UNAUTHORIZED CHANGES SHEET L ^Q DIG ALERT COMPLIANCE WITH THE APPROPRIATE epOFESS10Nq/ RICK ENGINEERING C DWANY CITY O F LAKE E L S I N O R E c7 Y CITY OF LAKE ELSINORE BM B-95-56 p CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 1 2 O o CONDITIONS OF DEVELOPMENT AND/OR s Fy RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE m •- DESCRIPTION: CHISELED SQUARE C ON TOP OF CURB,ELEV - 1274.91 CITY AND STATE LAWS.AND A PERMIT 8ARRY J. COWAN m sm new �� O� rma� •�ti� PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED FINE GRADING & UTILITY PLANS OF e CALL CAN BE ISSUED. Na C46568 A '"'r a'"'w.:%smv�:as•o..oy.a 9rs.•mn .�.o•v�mn �++�•--- BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. FOR 21 V i c o LOCATION: FROM THE APPROXIMATE BEFORE c N L N INTERSECTION OF COLLIER AVENUE mu mcl c Exp,6-30-07 SCALE:AS SHOWN LAKE E L S IN O R E MARKET PLACE SHEETS 8 O O AND CENTRAL AVENUE 66 FEET c I SOUTHWESTERLY ALONG CENTRAL 1-800-227-2600 °..J J?4 CIVIL ��Q PREPARED UNDER THE DIRECTION OF: FILE N0. w C AND NORTHWESTERLY 32 FEET TO UNDERGROUND SERVICE ALERT ROBERT K.MOEHLIN6 R .No.63058 D T TF OF CALYFMQ DATE: 5/20/05 HORIZONTAL CONTROL LE i w CHISELED SQUARE ON TOP OF CURB Cal at bast 2 rorKing days prior to excavating. DESIGNED BY: DB DRAWN BY: DB CHECKED BY: (� "Y o z OPPOSITE FIRE HYDRANT CITY ENGINEER EXP.DATE 6/30/2006 BARRY J CO AN,RCE °C46568 (EXP.6-30-07) DATE PLOT DATES 10-JUN-2005 JN 14502 A SPECIAL NOTES (THIS SHEET): 1. PARCEL 17 TO BE GRADED PER THE ARROYO DEL TORO CHANNEL IMPROVEMENT PLANS,RIVERSIDE COUNTY FLOOD CONTROL & WATER CONSERVATION DISTRICT PROJECT NO.3-0-0170.DRAWING NO.3-183. ANY GRADING DETAILS FOR LOT 17 SHOWN ON THIS PLAN SET SHALL BE CONSIDERED FOR INFORMATION PURPOSES ONLY. FLOWAGE EASEMENT PER PARCEL\MAP No.32369 RECORDED IN,,PMB 209/84-88 OF RIVERSIDE COUNTY. CONSTRUCTION NOTES 'p- TC (1308.02) CONSTRUCT HARDSCAPE PER BUILDING PLANS. FS (1307.52) PLANTER AREA - SEE LANDSCAPE PLANS. .......................................................... CONSTRUCT 6"CURB ONLY PER COUNTY OF RIVERSIDE STD.NO.204,TYPE -D". ... .. LIGHT POLE - SEE ARCHITECTURAL PLANS FOR DETAILS. @CONSTRUCT DRIVE AISLE PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 2. 11 z X CONSTRUCT PARKING STALL PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 2. 15 BROOKS BOX AND CONCRETE APRON PER PM 32369 ROUGH GRADING PLANS. 4 ........................................................ PIL .✓.......... .�v may\ .......... .............. —---—------- s 0 0 N ............. ........................................ 'y 131 .89 Vj 7) /1 9 �Tq e 3, 99s a FS310.39 W�x 0 PROPE Y UNE& 'Q1 LIMIT OF ORK R/W P A R G F�L 1 6 q PARCEL 16 IMPROVEMENTS PER PM 32369 PRECISE GRADING PLANS BY FUSCOE ENGINEERING. 8 FA R D E L 20 ------........ ~\ \ �. PROPERTY LINE& 23 TC 1310. A TENTH LIMIT OF WORK e ........... --k STREET M g, cl� Y Irc'51 TC 131Q FS 1309.7 ..................... c A > c: a) BUILDING C FF=1311.00 .......... �A ci ........... N E PAD=1310.17 TC 1310.77 0 ........... 0 FS fC 1310.78 'i 09 FS 1310. O SEE STRUCTURAL PLAN FOR BUILDING TC 1310.33 0 LAYOUT (FOOTPRINT SHOWN FOR FS 1309. a) REFERENCE ONLY) c 0 b r > 41 3 D6 3, 10 6 0 20 10 0 20 40 60 a) w SEE SHEET 14 a,0 GRAPHIC SCALE 1"- 20' a 71IB/7005 C BENCH MARK: REVISIONS APPROVED THESE PLANS HAVE BEEN REVIEWED FOR SEAL UNAUTHORIZED CHANGES 9 CITY OF LAKE ELSINORE SHEET L DIG ALERT E%SSl '3 COMPLIANCE WITH THE APPROPRIATE RICK IENaNmm COMPANY CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 13 CITY OF LAKE ELSINORE BM B-95-56 CONDITIONS OF DEVELOPMENT AND/OR RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE DESCRIPTION: CHISELED SQUARE CITY AND STATE LAWS,AND A PERMIT 4�BARRY J. COWAN O� Ph..k T— PLANS.ALL CHANGES TO THESE PLANS MUST BE APPROVED FINE GRADING & UTILITY PLANS OF ON TOP OF CURB,ELEV = 1274.91 CAN BE ISSUED. 2 BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. CALL -... C46568 FOR 21 LOCATION: FROM THE APPROXIMATE BEFORE SCALE:AS SHOWN OF COLLIER AVENUE YOU DICJ 4 E,p.6-30- LAKE ELSINORE MARKET PLACE 8 L INTERSECTION SHEETS 0 0 AND CENTRAL AVENUE 66 FEET >1 SOUTHWESTERLY ALONG CENTRAL 1--800-227-2600 CIVIL PREPARED UNDER THE DIRECTION OF: FILE NO. L AND NORTHWESTERLY 32 FEET TO UNDERGROUND SERVICE ALERT ROBERT K.MOEHLINO RCE.N6n05j DA'te _q DATE: 5/20/0 VERTICAL CONTROL -3 CHISELED SQUARE ON TOP OF CURB Cal at least 2 worKing days prior to excavating. OF c 1/55"'.-- 9 - 5 OPPOSITE FIRE HYDRANT I I DESIGNED BY: DB DRAWN BY: DB CHECKED BY: CITY ENGINEER EXP.DATE 6/30/2006 BARRY J ACOW N,RCE -C46568 (EXP.6-30-07) DATE I I I& PLOT DATE: 10-JUN-2005 JN 14502 i SEE SHEET 13 J titi 6LNE LM-PR�T EOF YWDRK & ......_. jf j ; 7 f y I , �.: -..- - �i�o�ey ,ya a.• � h4 ...�� •` � 4S `-:,FS 73F#}34 , ' 4 .. 1309• -. ;' 'I ; .:. 2 ..:E t� �o ... .�`�^..< � 'EC S3t)�'6. ``• pS 113kI it N "• J F ryb _ 35 a E, i i i i .,'� .1i ^�0°�.. F,O,S ,, FS 130 •�,\: �� 099g .- ., ,. 11 t S � ,>, C goy" �S°y96 : >'�°„o�• �o 131p 455 \\ i 10 1b �v Tc j0 13p9 9 F, ze e,.' r, i PROPERTY LINE& 2.1/. Pr�f�B 0 `�� 4� �s�gop9 4S �,�o�5"yo� �O!OSg �.�, 3 • LIMIT OF WORK � -` 9y9,P b.,�O o O BUILDING C s c`. i FF=1311.00 5 �� ' �s �c 17 roc tFS` f r�71)✓ J b Gx m \ h i59, PAD=1310.17 11 °� �. PARCEL 16 IMPROVEMENTS PER - - - IFS... 3 6 5a 11 34',, �. t PM 32369 PR CISE GRADING PLANS - 3 ii 6 SAIL ON e �000a BY FUS•COE ENGINEERING. SEE STRUCTURAL PLAN FOR BUILDING - ¢_" VT LAYOUT (FOOTPRINT SHOWN FOR REFERENCE ONLY) JNI 10 "" >�p� .,.,.-. .. aw w F 11 �b5� •.'h��0�° �Sc� - 1310 z'wMm on jf ,O`o RIDGE LINE F":...�t�:�'S _. �g 902 0:" o� c,,•5�>° tC -, m�'�o :` by\�o F'S•3j .'.,,,,,oho O F c, SS N ,p oo W l r ,. -6 O/ TRANSFORMER :F.. Q I 1 i oo� 3 pt— C 5 •�2 ~LL .... .. E o qT 4 f2ETAfNMG WALL.&.. 1 `''•.00a '��OF �I:O:F TRUCK DOCK.PER'.' -0T FiQB G�`5ti(3.1 :15��0 € .. .,.F ,C'L.y .�{5( Z ApA 10 F 17 '- t' � s s S£PARAT£PERM?. r t3 •2 ' �F5 la'+ (1J- -..,. .......•2. I S , 3 ... , 1t �, W ... ��l o 6 � g1Fcn °02 .�0•tig . TRANSFORMER 6 UTILITY ANT)ACCESS o -PROP-EP & F ,b• ° 6 n S �.?� 6 ,�� S0.: _ EASEMENT.PER .�. 7 - ,y.�° - ( ;.,:. / �rd ;L o•`Y �3 Q '`O• PARCEL MAP No.32369 '-" �� .... - ``'S,�:y. LIMIT 1'POf. ......... ......:.�o __...... 1p d�-; -m......m ...m_..-. ....._qp {7 ......._ .... . c, �ej.... .. .:;. .. ................ 1b �"3 .__:.-- JOI - �L'WENUE .. g0 g -`----7siL •Si F -"- -- RECORDED IN PMB 209/84 88 �5 - .-....�.:+ F� t3t2=",; 4v, IMPROVNTS' ER R /, R—tioo OF RIVERSIDOE�OUNTY. R / R R o DETAIL.SHEET ., O �' O� :cm N /xe- 8p Ogc5::: 4 �C 4S Og`s ; ._.7 .'•PL .. 5 _ 5 3 fS LLI TRANSFORMER mw z I:, r`. N c� �.: Sp9•S 11 /S ti o E ' 7 i �aN2 F a s �p ti BUILDING E aw�w Lu FF=1313.00 ,vim �wMw s 5 PAD=1312.17LIJ ej ��oS09 i '`)• of cr Z SEE DETAIL ON - a 3 1 - s9'}' .� ,r� - ,`f,��3 SEE STRUCTURAL PLAN FOR BUILDING 1 I l No L7 v:o 2p mm F LAYOUT (FOOTPRINT SHOWN FOR =-s z titi'� 2�__6% REFERENCE ONLY) S Ltd vw z 39' c"0'i 3 3 � n �� t.W ,D 1 Frc w A, CONSTRUCTION NOTES S9 L� -a , S»,/09 - .. °•�"���,��� _.Si i a+m "Og"39 _ '�S 1p n.,( Ot CONSTRUCT CONCRETE RIBBON CUTTER PER DETAIL SHEET 2 (W=3'). L� cwi:a ���` .gg r 1'-s '�l:l 15 N ,yo eh �e ' - CONSTRUCT HARDSCAPE PER BUILDING PLANS. 36 ZO a •���1�' °�0 p0 o�SF'S �3 r-"w�FF "" ) -\)"J y ra> •."�,�9,• O3 Wl PLANTER AREA - SEE LANDSCAPE PLANS. „��� 8)y n� ;'A' tip a 10 �- �.p'T09 �g\Og J�� J .�..� �•��•.6 6 - .�C, �"S ,. W M (' w w F/ og•fig o9y\g ��'•�•: - E`' - Q4 CATCH BASIN AND LOCAL DEPRESSION PER PM 32369 ROUGH GRADING PLANS. C �..�--•-..�- ° ,'F 2 �go9 �S•`i. - OS CONSTRUCT HANDICAP ACCESS RAMP PER ARTCHITECTURAL PLANS. 10 t I w °I� W m >yb�5 ,�'?V•.. 10 1oj 2 © CONSTRUCT 6"CURB ONLY PER COUNTY OF RIVERSIDE STD.NO.204,TYPE 'D". ? ¢ .. 1 ,.�E t �28 •6 V N e .. 1I T"C r�T�✓r I J. 2 6/ o o��"y'` Q7 CONSTRUCT 6"CURB AND GUTTER PER COUNTY OF RIVERSIDE STD.N0.200.TYPE A-6. : C LIMIT OF WORK W [ h �. k' I •r PLANS FOR DETAILS. i .o a LIGHT POLE - SEE ARCHITECTURAL L .- e� RE - SEE ARCHITECTURAL PLANS FOR DETAILS. r' ) ..�°0�.. '_- O� N�' ' •."�p0 3 ,,�ti,�a ,,yti,F O9 TRASH ENCLOSURE S •Sp ,�2.Pt ( - c •� 10 CONSTRUCT DRIVE AISLE PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 2. CONSTRUCT PARKING STALL PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 2. ��`� 7 l _ BROOKS BOX AND CONCRETE APRON PER PM 32369 ROUGH GRADING PLANS. o It R R �O< p `:Fs i > o SEE SHEET 15 + _ L / 20 10 O 20 40 60 a) :v > L of GRAPHIC SCALE 1'�= 20' c _ w.s. 0-1 Is Zoos o + n BENCH MARK: REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL p�� )"1505 UNAUTHORIZED CHANGESs CITY OF LAKE ELSINORE SHEET L N v DIG ALERT COMPLIANCE WITH THE APPROPRIATE QPOFESSIONq! RICK L'ilVGINEQZIlVG COMPANY CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE c5 Y •• CITY OF LAKE ELSINORE BM B-95-56 14 O o CONDITIONS OF DEVELOPMENT AND/OR fy RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE a) -2- DESCRIPTION: CHISELED SOUARE CITY AND STATE LAWS,AND A PERMIT OF E C c ON TOP OF CURB,ELEV = 1274.91 CALL W BARRY J. COWAN y v).e, w+�)da ores ens): •n�oo PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED FINE GRADING & UTILITY PLANS CAN BE ISSUED. FF: +apsLaw.Ked m•o�.a ,,•p++a:ga++a•1—(:a+)93-" .,.:...��.mm BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. FOR 21 v i LOCATION: FROM THE APPROXIMATE BEFORE No. C46568 s m (NJ N INTERSECTION OF COLLIER AVENUE (& YOU DIG! a E,:o•6-30-07 >r SCALE: AS SHOWN LAKE ELSINORE MARKET PLACE SHEETS o O AND CENTRAL AVENUE 66 FEET z SOUTHWESTERLY ALONG CENTRAL 1400-227-2600 f Sal J? CIVIL PREPARED UNDER THE DIRECTION OF: I FILE NO. a L AND NORTHWESTERLY 32 FEET TO UNDERGROUND SERVICE ALERT ROBERT K.MOEHLI RCE.NO. S6 D TQ E' 4JF OF CAV1F ��.Ct.:•ln A' cu.w, 61$0/O$ DATE: 5/20/05 VERTICAL CONTROL 7�9 i m CHISELED SQUARE ON TOP OF CURB Cal at least 2 working days prior to excavating. DESIGNED BY: DB DRAWN BY: DB CHECKED BY: CITY ENGINEER EXP.DATE 6/30/2006 BARRY CO AN,RCE "C46568 (EXP.6-30-07) DATE i OPPOSITE FIRE HYDRANT PLOT DATE: 10-JUN-2005 JN 14502 SEE SHEET 14 I 6 b0 6 _ : R t 6 '>e-.o TRANSFORMER i :.....,I S: FS1231 FS12.t r \l � �-) �) � c o����� � •\�'y'�� �'� I 1 70 .. I f € ' ,L•�' I i y ;'. •9S F J)J �L 3 J a BUILDING F I—Y j B 10 SEE DETAIL ON ,ti`ov FF=1313.00 / SHEET 2 (TYP) �'S`.w� - .de= PAD=1312.17 aLL Og 10 �o �•tib 15 rs:;'. %� .0.... - 't`S 1 ,�, A"� 4 � .- ,.s O- -" a1iS p ` ,-.�O�• �` - �* c3 "'ti`�' - -:- SEE STRUCTURAL PLAN FOR BUILDING :.. : .. 'S b ,"� IFS 6 LAYOUT (FOOTPRINT SHOWN FOR [ o m I 6 3 REFERENCE ONLY) - ......... # F m g _ r €+ tS �`s :±- '� -s �.��`•�,°� ....E ,:.:. # E N z 6 6 at1 z 7 £ I I 0 I ....... M • k LIMIT OF WORK `' ! 20, �O f9 of T)r�11✓r L - f 1312 ,'LIMIT OF WORK.. �c.'S,pb• o ,� �� h1 FS FSLa axat PROP.EP 0�11 LIMIT OF WORK I i ! ,�:: mX15 ., F '— rPL =————— TRANSFORMER R ! w. w ... _< "si 6 J( .µ 11%p -.- b� 28' 9 6 YY w �"7 'u �•'� "''La 'k .iC'' _ y F`' 1312.20 15 L7a G 4 h ry I FS 1 r z z a w �ppbo >z,S(.,� .. .... - ,. m.: _ ...... LIMTROF WORK C"3,16 ! �w o w c ,, t t �9 , W LLI N Z S E6 10 FS { 0 N - w I Z LLa W O -. O w Ll w ayb 2f-6X ��o Z g zw+ow ILI J ���� co � m� a k 10 1�0��• 3 '+t`s "4 - d'./.t39.. "' '�..c:'. 'S f,j ji ';•' } (,Y3({J a 6 b��p'�• O ;. �;' BUILDING G ( _ FF-1313.00 : Q PAD=1312.17 14 Fynis ES p�ti�a SEE STRUCTURAL PLAN FOR BUILDING 1 ' ��'Sob• u� ' SvSfSOy ��S'`'� �� �'� LAYOUT (FOOTPRINT SHOWN FOR 1313.67 T1, i 5 o66 ro 10 k 1311.00 ,yo 15 REFERENCE ONLY) w 6 ! �•�b SEE DETAIL ON I SHEET 2 (TYP) Sff�o,S c,'•r,'^,�0 °b�� ( {I i j e " 'S�'. �n bA •.us1' 0a c' 1b �acr i j {. frr 5 CONSTRUCTION NOTES Z CONSTRUCT HARDSCAPE PER BUILDING PLANS. R O 'p 9 10 �' - ' - _ PLANTER AREA - SEE LANDSCAPE PLANS. L— �z �'' "^� •.`LSO. CONSTRUCT HANDICAP ACCESS RAMP PER ARTCHITECTURAL PLANS. I CONSTRUCT 6"CURB ONLY PER COUNTY OF RIVERSIDE STD.N0.204,TYPE D". a� I [uw�,i i(I N; CONSTRUCT 6"CURB AND GUTTER PER COUNTY OF RIVERSIDE STD.NO.200,TYPE A-6. 6 wc, p: n*�.4 �s .. .ba, © LIGHT POLE - SEE ARCHITECTURAL PLANS FOR DETAILS. �m II 10 CONSTRUCT DRIVE AISLE PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 2. ,.O :y .{p,. : '.,.:, -,...; - :�. .::_: :- .�C, <S LIMIT OF WORK !-a i "• ' •Q.g# I, ', ?; _ "" - .W Fy 11 CONSTRUCT PARKING STALL PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 2. �p _ _ , , ti I wm I m n kS'- ' >_ '• 0a � 15 BROOKS BOX AND CONCRETE APRON PER PM 32369 ROUGH GRADING PLANS. p: a : 3 >'--_ u� y .�O c, a"> p.- <'��,��� ,�'L• T c 1 "•sA - 11 '-'' - y - '� -c, <'� 16 CONSTRUCT 4"CLASS B CONCRETE SIDEWALK ON NATIVE (WIDTH VARIES PER PLAN). ` I ( 0 0 ,woe 6 ... I / o E I o c1 S c 0 0 _..___. .^"""'� I.�O.O :z'.3� 6 ..... ,,. _ �. ... ,rC b �I————�—— z r———— 'I' ,: • r — + ,r pay _ Q �k5 SEE SHEET 16 L L / 20 10 0 a) w i L GRAPHIC SCALE T'= 20' o+ o c o O REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL 1.14502 UNAUTHORIZED CHANGES: CITY OF LAKE ELSINORE SHEET o + BENCH MARK, DIG ALERT QROFESLON RICKENGINEuuNG COMPANY D v1 v COMPLIANCE WITH THE APPROPRIATE A( CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE c� Y CITY OF LAKE ELSINORE BM B-95-56 CONDITIONS OF DEVELOPMENT AND/OR s� Fy RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE B. ai o DESCRIPTION: CHISELED SQUARE CITY AND STATE LAWS,AND A PERMIT s�u1.so n;.m.:m o m� rto.�: ru�on PLANS.ALL CHANGES TO THESE PLANS MUST BE APPROVED FINE GRADING & UTILITY PLANS OF E C ON TOP OF CURB,ELEV = 1274.91 CALL CAN BE ISSUED. BARRY J. COWAN A �uq��wan,swu,pus•o...s.,G 9M.•Gia uo-�«o•rmc�nl wo-.«.•..�.,..�+tr"e.mm BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. FOR 21 u LL LOCATION: FROM THE APPROXIMATE N L INTERSECTION OF COLLIER AVENUE BEFORE No. C46568 SCALE:AS SHOWN LAKE ELSINORE MARKET PLACE SHEETS 0 0 AND CENTRAL AVENUE 66 FEET mu u1G! /J �/ Exa,6-30-07 '� z SOUTHWESTERLY ALONG CENTRAL 1400-227-2600 /l�fe�- d 5 05 �? CIVIL ��Q PREPARED UNDER THE DIRECTION OF: FILE N0. AND NORTHWESTERLY 32 FEET TO UNDERGROUND SERVICE ALERT ROBE RT K.NO FH RCE. 3056 DAT 9rf OF CAOFOQ 42-r ,., Q G'a.....�__ �O 0 DATE:5/20/OS VERTICAL CONTROL 2 _ i m . CHISELED SQUARE ON TOP OF CURB Cal at least 2 vorking days prior to excavating. DESIGNED BY: DB DRAWN BY: DB CHECKED BY: CITY ENGINEER EXP.DATE 6/30/2006 BARRY COWAN,RCE °C46568 (EXP.6-30-07) DATE `�� OPPOSITE FIRE HYDRANT PLOT DATE: 10-JUN-2005 JN 14502 R�� SEE SHEET 15 -...rl/ , ".: "IFS 1311?5 I EXISTING RETAINING WALL PER �323669ROUGH GRADING PLAN r 3. y 4 S a 7 3 t•. � s ,., oo'oy a• 3 °... -- �"�10• 'ye -s. i iL 0 iW z .'�oy. ,��,off. -... o '��' -•.ti•� , ... ............................................................. _ . 5 130 LIMIT OF WORK / 1315W�� I LIMIT OF WORK T 1 - TC 1309$ ,,, ,:�'L'q0 \ ,.. -,,---M ".'..�w"....--.�.��= .a`',- qV :. _,.„,�._.---•1324r ,.:'i =° C1309.84 6.�F ::= Arp. '•w,r,,rt�' ' :O� '�y0 .�G A�.'..-. 2 h.._ .r �„ �-C-. ,n, T�.- 1 {: F$O"CF 1309:34 20'TRANS, _.ag. ':.,,g• /r ; � *�"s £'r - 70 ,orC �10•^O;;_ 4: ,.,. •�a°yh � : .. �}•. �3 -6 - s r� ,.-..,.oJ, r� +.- I G 1"'� T©,:.. ,C4 S.7Zip ? C1•�^�10. 'S S,�q w - :::/� ) '.�'322� .'in�'i s-'r '�?2. s Al 7 '.�pti -' r ti� 45 .:., _I .,, a },,.. • PROP EP-'& "• ,xi LIMIT OFWO K I' 4 .�o 8 11 -'S ;.11 :� .CL •v J' r .� •.'7 .�. O 6 O 12 t^a BFMN'AVEN E }. <., 6 'Y;+--!"s --_- 6 I. - i -..kr r 4 n ,�ti, •� �o .�a y MPR Y ENTS:P R / Tc lug_ -. �. S __ I_ 9 $ - _, i •� .=Y+ ,:r 7 ,4G •.'S '. O '��' "`�'4' a`' 0 TAIL.SHE =2 j _. .O .. . TRANSF)RMER .... .:.. ..; ,.._,O 1h a ::{S ti• TRANSFO 3 .-----«�;'^•,. I I s 6 w w BUILDING N 1 n ¢a p o o - "- 3 FF=1310.50 TRANSFORMER PAD=1309.67 �-J W¢ ! _ A fM _ ��5�� ,..,Cr'���11,' r3�c'��,I ,'���J O •`'\ i{ �'m SEE STRUCTURAL PLAN FOR BUILDING 6 ` w� /F� "aO LAYOUT (FOOTPRINT SHOWN FOR a n REFERENCE ONLY) rr 9j.,': o�•.'S° 3.0% ,2i?a/ ,�yAe .'i -' 2 a :.i:' O O `� `��y^�• TRANSFORMER 196 T s 6 a" .. -4Es G 3 C,� 12�0 I W N LL a > w 11 6 mw Z 16 5 5 5 t i i i zwaW I x t3oe.90 F z3' BUILDING H manta w 3 , FS ' - • -� � r 6 .... 7 as/ 6 i 10 FF=1314.00 1313.17 PAD .... q,�a 3 - ENV S 11 .Fy •99 11 ¢o FUTURE ¢a I V I IMPROVEMENTS w� - ,,>;G0 0� ,DODO r - S �,T i aw '�°5�' 3�'� - iC f3 g': �'So00. ��09 00 o�,�o S IJj •13 h r wp 1 oi'ae '59' 3i ; R I F 0 • ... �r S 4 4, AS Oy.T �.,� 1 ,Ip 03 1'h 1?2 9 -:z i : �: C51 5... !;9, 20: BUILDING P I ( z" ' SEE DETAIL ON ' - 70 FF=1310.50 10 j�a � om v SHEET 2 (TYPJ W PAD=1309.67 1t w _..... m: s wo 9 � „- � cc Lu -....'. as 3 . - ., .,,,i„ ,,,,,,.:r,.,.„ ,,,,,.. •� ,.;; O p,> .. a ._:.-F :: ,.,. _..... r;.W •�, ,.. .. ,-: -c3 ,} ...,, ,.. '. �'�+G -.. � - � zrn :: ` 1` 2•' 11.9' N Y , 77 L SEE STRUCTURAL PLAN FOR BUILDING ..-,:: ......: LAYOUT (FOOTPRINT SHOWN FOR MIR G 1 O O 4a W REFERENCE ONLY) 4a FS 70 4. ,S s3. ,��` `'',�.�'`•. ( Wuj '€ �'/A� 0ij v+ ..., ��a1I1_ r RJ �r L J �•8/ o TC tJ �. � z� 45 a� ��� � 1 t as , I ... �o •, '.:_\ :.:.. .... .: :: 13 9 0 «--, �g`�-.- -- 3,;:, ,7., �'y <,c Cr ;rO -76. �. .;, � € ( I ... . 5 :: ,: .,- ..-cy. ..... .:.. .3_. '� '.• _�.--� - „ r rr I r..>,'. �� ro .. - i It f ,.... �, � - 2 3 F -.: -.----:.� '. ..'.� .'�, .-:-- :ate - c3 3:. .� U:. � •• 71 A,. 3 ..,. _ ca sa -�'-- o ,Pp ^�•.1� S •S s r OB z;.%-- ,? - qL �. ', .+�€. �.: :. --- ... �tC' �.::.,:� .. ..:. i�C, � a�• `��' .>:: 10G3� 00.. 1.::' -.,LB/ C d 6 " 4 - 4�' :. _4`' _� 4 �y1h�`•' S �'7oOO1O.�h.... J r�S f_: % C'�^',��'�• .IFS `�q° .}} s �p T 6 ,:- J; &6 NOTES ( NT.) r ti?5 o yti € � 1 f i a ,_ ,� .. 5 � CONSTRUCTION NO S CO o n Isop y� `T i0.i }C II 1� : O rC�. `9 I l FS 1309.O C: 10 Q CATCH BASIN AND LOCAL DEPRESSION PER PM 32369 ROUGH GRADING PLANS. o CONSTRUCT HANDICAP ACCESS RAMP PER ARTCHITECTURAL PLANS. CONSTRUCT 6"CURB ONLY PER COUNTY OF RIVERSIDE STD.N0.204,TYPE 9". o C ;..... 9 T+y. �: � '; ', S� so 6 3 � ;:- � O7 CONSTRUCT 6"CURB AND GUTTER PER COUNTY OF RIVERSIDE STD.N0.200,TYPE A 6. YYY a ' - o ' © LIGHT POLE - SEE ARCHITECTURAL PLANS FOR DETAILS. .y i 1v FYI,; ----- v' : ,per,, -' :_.:. r yil. O9 TRASH ENCLOSURE - SEE ARCHITECTURAL PLANS FOR DETAILS. „ : 6 = �� CONSTRUCT DRIVE AISLE PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 2. 0 o CONSTRUCTION NOTES 6 ,D 5 CONSTRUCT PARKING STALL PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 2.L a O1 CONSTRUCT CONCRETE RIBBON GUTTER PER DETAIL SHEET 2 (W=3'). 12 DECORATIVE PAVING - SEE ARCHITECTURAL PLAN FOR DETAILS. SEE SHEET 17 O N 2 CONSTRUCT HARDSCAPE PER BUILDING PLANS. 20 f0 0 20 40 60 O 15 BROOKS BOX AND CONCRETE APRON PER PM 32369 ROUGH GRADING PLANS. u o O PLANTER AREA - SEE LANDSCAPE PLANS. 16 CONSTRUCT 4"CLASS B CONCRETE SIDEWALK ON NATIVE (WIDTH VARIES PER PLAN). GRAPHIC SCALE 1'- 20' c a _ � W.S. 07 18 2005 o +� BENCH MARK: REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL J. UNAUTHORIZED CHANGES: SHEET ^� DIG ALERT COMPLIANCE WITH THE APPROPRIATE QpOFE550Nq/ RICKENGIl EEMG U MPANY CITY OF LAKE ELSINORE CITY OF LAKE ELSINORE BM B-95-56 p 1�1 P�LV l�lJ1V11' CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 16 i O:n CONDITIONS OF DEVELOPMENT AND/OR Fy RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE OF o \ O- DESCRIPTION: CHISELED SQUARE ` FINE GRADING & UTILITY PLANS �¢ CITY AND STATE LAWS,AND A PERMIT y s�n� ta,+„ta. o„� rt,o+mx •rumoo PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED ON TOP OF CURB,ELEV = 1274.91 BARRY J. COWAN wb w.a•sww vas•a.:�.rw s:eae•ma ssws«o•rnx Ixa x»+aa.... CAIJ, CAN BE ISSUED. w P +cuy ���e.� BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. u i c o LOCATION: FROM THE APPROXIMATE BEFORE eo. C46568 FOR 21 N L N INTERSECTION OF COLLIER AVENUE rou OIGt /J / u SCALE: AS SHOWN LAKE ELSINORE MARKET PLACE B o O Z AND CENTRAL AVENUE 66 FEET f/ // Exo.6-30-07 't SHEETS SOUTHWESTERLY ALONG CENTRAL 1-800-227-2600 / ( �C. 8 S sr CIVIL �Q PREPARED UNDER THE DIRECTION OF: FILE NO. AND NORTHWESTERLY 32 FEET TO UNDERGROUND SERVICE ALERT ROBERT K.MOEHLtM6 RCE.No.6s 6 DA ATF of cnoF G CH 6�3a�oS DATE: 5/20/05 VERTICAL CONTROL o i o CHISELED SQUARE ON HYDRANTTOP OF CURB Cal at bast 2 working Rays prior to excavating. OPPOSITE FIRE DESIGNED BY: DB DRAWN BY: DB CHECKED BY: CITY ENGINEER EXP.DATE 6/30/2006 BARRY J CO AN,RCE "C46568 (EXP.6-30-07) DATE PLOT DATE: 30-JUN-2005 JN 14502 i SEE SHEET 16 • .,. - 1 •Ppi�9. _ 0 u s F I�t � , k.° ETA 10 r: _ a�,� .�^� a ,FS v _. SHEET 2 (TYPJ I^a,•.a. -.. �,1,3\ -', .�G H A R D r' 10 �trS\ /09�9 l r1 11✓r j 3 a 1 O L. I .; I o•ki PROP.EP & II ( '� 12.9 I L� LIMIT OF WORK �IIJ •y I I '33' ` 4 �• t ll � � �wZ — L———� ,��,,.; Ll f 15 PC L s.l I !J rt I I I I awmw I .`5•' I I �' I BUILDING K I BUILDING J I I :w>N> ' m�M� Lu 7 6 BUILDING M BUILDING L FF=1313.00 FF=1314.50 L� �, FF=1311.00 FF=1312.00 PAD=1312.17 I � PAD=1313.67 � s 3 .� � PAD=1310.17 PAD=1311.17 FUTURE FUTURE C IE( � o '_ o�a�a - ;o FUTURE ' FUTURE IMPROVEMENTS ( . .y IMPROVEMENTS 1 f Q �a,•p J� IMPROVEMENTS IMPROVEMENTS i • �> i ( w', Z x W X L� = n ` i LLI �- t ———— — 2 1309.16 ; _....................... ............. — _........... A _,._...�.� _. !. �._._. ........._. ._. .... Ni r _...... _......._.. Pl..... Yi L�1 _ w . LJ.1 f �.... .... ij ..... —r 4 + .. ..... ----- _._: .. .._._._.. _. i ........_.... PROP.E ---`...... _ ., ......... CENTRAL AVENUE .....__ ..... ... _—�;�—,. " tiMYT-OF--W5RK1't- "'__ _ .___..... .. -_- ...._... --- -- - - -- - --.__ ....-----'--- -- ...._. _- - -......... - :?.••; JOIN CENTRAL_AVENUE -- _..--- -- .......__ .. ___ .. .. ... .... -- .__..... .. - -_.. -_.... ... ..... ._...JMPROVEMENTS PER...... _ .. . - _. .-- - ----- - --- - _ - --_.__ _ - -.......... ........ - ::.---- _............. ENTSPER ---- -.... ----_....___. ...--- ---- ------ .... ._--- - ......... ----..... ,-- - .. ....... ---- ----_. PM 32369 OFFSITE._.._ -- -- -- .... ...._--- ......... .. .-------- .. _ --- ..__... .............--- --- -- ..... DE•CAIc SHEET 2-.._. - - - ....._..- .. .._..... ... .....---- .....---- ----..___-- --- .____.. .....----- r--- - ---...... .. ...._. .....IMPROVEMENT PLAN ........ .... .. ...... .._ ---- - --- -.- .. --- - ... ..... ...... -- -- - -- W ....__f- ---- ................... _ .. .. __ SIDE r� - STIAN4 .......... -- - - - - - .EXISYING ... ...... �EXISTING - EXI ..........:... o, .. SIDEWALK .- CDRB & GUTTER ._:��_. ' i` ................ . . .... NOTES . _... _..... _ CONSTRUCTION ... .. Oi CONSTRUCT CONCRETE RIBBON GUTTER PER DETAIL SHEET 2 (W=3'). ................... O3 PLANTER AREA - SEE LANDSCAPE PLANS. - :..,::. 2q 25 ' CENTRAL AVE-` ' � z� � a OS CONSTRUCT HANDICAP ACCESS RAMP PER ARTCHITECTURAL PLANS. (STATE HW 74) © CONSTRUCT 6"CURB ONLY PER COUNTY OF RIVERSIDE STD.NO.204,TYPE 'U". .............. _D ........_.................................. Q7 CONSTRUCT 6"CURB AND GUTTER PER COUNTY OF RIVERSIDE STD.NO.200,TYPE A-6. 0 > c ® LIGHT POLE - SEE ARCHITECTURAL PLANS FOR DETAILS. ; t v a O9 TRASH ENCLOSURE - SEE ARCHITECTURAL PLANS FOR DETAILS. uci E 10 CONSTRUCT DRIVE AISLE PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 2. ID a 11 CONSTRUCT PARKING STALL PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 2. 0 12 DECORATIVE PAVING - SEE ARCHITECTURAL PLAN FOR DETAILS. o c 15 BROOKS BOX AND CONCRETE APRON PER PM 32369 ROUGH GRADING PLANS. CONSTRUCT 4"CLASS B CONCRETE SIDEWALK ON NATIVE (WIDTH VARIES PER PLAN). r a c / 0 _ U I > t O O O - - a 20 10 0 20 40 60 L - L / N n > � GRAPHIC SCALE 1"- 20' i L W.S. Oi IS 2005 o REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL J'1502 UNAUTHORIZED CHANGES CITY OF LAKE ELSINORE SHEET BENCH MARKS COMPLIANCE WITH THE APPROPRIATE o PROF04q( Y.� CITY OF LAKE ELSINORE BM B-95-56 DIG ALERT RICKENGINEEIZING O1V11"A1V 1 CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 17 E CONDITIONS OF DEVELOPMENT AND/OR Fy RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE OF o ai DESCRIPTION: CHISELED SQUARE CITY AND STATE LAWS,AND A PERMIT � BARRY J. COWAN m M s�Di.W w.�la" o: Pb-w 'rnuou PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED FINE GRADING & UTILITY PLANS C i ON TOP OF CURB,ELEV = 1274.91 CALJ, CAN BE ISSUED. A +cup e:.a w.n sw:.::es•°""a°,c+""s°.pin""'"°-`'"I»n"""'.�•�•++"W"o� BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. FOR 21 oo LOCATION: FROM THE APPROXIMATE BEFORE no. C46568 SCALE: AS SHOWN SHEETS 8 N L N INTERSECTION OF COLLIER AVENUE xw mrA exo,6-30-07 LAKE ELSINORE MARKET PLACE w 0 0 AND CENTRAL AVENUE 66 FEET / CIVIL aaQ PREPARED UNDER THE DIRECTION OF: FILE N0. c 'n z SOUTHWESTERLY ALONG CENTRAL I-800-227-2600 f FpP >> AND NORTHWESTERLY 32 FEET TO UNDERGROUND SERVICE ALERT DATE: 5/20/OS VERTICAL CONTR T7 q CHISELED SQUARE ON TOP OF CURB Cal N bast 2 voUN days Odor to excavatln4 fi06ERT K.MOEM-ING RCENo.6 6 DATE OF CALF Z j�+�•�Gi Gt 6��0 OS /o OPPOSITE FIRE HYDRANT DESIGNED BY: DB DRAWN BY: DB CHECKED BY: CITY ENGINEER EXP.DATE 6/30/2006 BARRY J�COWAN,RCE °C46568 (EXP.6-30-07) DATE O / PLOT DATE: 10-JUN-2005 JN 14502 f 1 CONSTRUCTION NOTES k CONSTRUCT CONCRETE RIBBON GUTTER PER DETAIL SHEET 2 (W=3'). Q2 CONSTRUCT HARDSCAPE PER BUILDING PLANS. �3 PLANTER AREA - SEE LANDSCAPE PLANS. ��� �✓'" f�f Q5 CONSTRUCT HANDICAP ACCESS RAMP PER ARTCHITECTURAL PLANS. BUILDING A `� e © CONSTRUCT 6"CURB ONLY PER COUNTY OF RIVERSIDE STD.NO.204,TYPE 'D". FF=1306.50 Q7 CONSTRUCT 6"CURB AND GUTTER PER COUNTY OF RIVERSIDE STD.NO.200,TYPE A-6. PAD=1305.50 ® LIGHT POLE - SEE ARCHITECTURAL PLANS FOR DETAILS. '~ 10 CONSTRUCT DRIVE AISLE PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 2. 11 CONSTRUCT PARKING STALL PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 2. 15 BROOKS BOX AND CONCRETE APRON PER PM 32369 ROUGH GRADING PLANS. i t•:•'J3 ~f~~~ r� Y J�� PARCEL 15 IMPROVEMENTS PER fl,';; ,•• PM 32 PLANS f i; 369 PRECISE GRADING ,f BY EN ENGINEERING. .- "�•� ifl c .a s // a/ ' .✓'" PROPERTY LINE & 13 655 -'• LIMIT OF WORK k" �">° TRANSFORMER Alt BUILDING Q W PROPERTY LINE & I 24� FF=1309.50 W 1305.80 1307 5' 6 ,�� PAD=1308.67 = FS LIMIT OF WORK � �FS I.; yy SEE STRUCTURAL PLAN FOR BUILDING 0.5% Y+ �/J 10 - ,.y°�,��° m� n 4 LAYOUT (FOOTPRINT SHOWN FOR Ma�_ ryJOs9ss/ ' 6 p , 6 tiES•.,�° l(3 - ;, REFERENCE ONLY) O W `k\ �� % arc � �.: aTp � '�/�°e s•,� s Pr�r�Cr� �—'i \ r` � 5. 3a el ------ „ �.._..".�---- Pl.�"`" r�'•,•.••••_-._ � z11 FS � S mac, �g `..^` . i N .x , .. .. Hsu ! -. ................................ E 5 is 2 .-. ... PROPERTY LINE & 'ti ','�°°- r K. _...---. ... LIMIT OF WORKS °r 10 •a �-� .--_k��..1s0e� as 'gyp S,'�o -�"�°°�' ! ' e`f i p89 J G i? K� c :, - 9T ; �( I3 9 i.i - �• SEE DETAIL ON r SHEET �r�r�C r I J J A•S9 Q , \ ;R w " ........ ........, I I asp, sr f' a F •9g'� 0 , i I 7 6 o c „ .. ... „� : 0 o FS F F 5 1 F SEE SHEET 19 U - - O. 20 10 0 20 40 60 L / GRAPHIC SCALE 1'- 20' / L ° W.S. 0'7 18 E005 L v o REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL 1'150� UNAUTHORIZED CHANGES CITY OF LAKE ELSINORE SHEET o +Q BENCH MARK, COMPLIANCE WITH THE APPROPRIATE QROFESAOrygI RICK NQN�jjjNG COMPANY CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 18 Y CITY OF LAKE ELSINORE BM B-95-56 DIG ALERT CONDITIONS OF DEVELOPMENT AND/ORS x"y RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE ai v DESCRIPTION: CHISELED SQUARE CITY AND STATE LAWS,AND A PERMIT �, San oraeo way+aa ox«os+ P>� 'fti�oo PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED FINE GRADING & UTILITY PLANS OF c ON TOP OF CURB,ELEV = 1274.91 CALL CAN BE ISSUED. W BARRY J. COWAN A +� swm>:as•on:s..rw maen•I�+l eag++w•vnx hen+a%+++�•»w+�yare® BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. FOR 27 V LL o LOCATION: FROM THE APPROXIMATE BEFORE No. C46568 SCALE: AS SHOWN 8 N L INTERSECTION OF COLLIER AVENUE95 Exo.6-30-07 # LAKE ELSINORE MARKET PLACE SHEETS q 0 0 AND CENTRAL AVENUE 66 FEET xou DIG! w :n !z SOUTHWESTERLY ALONG CENTRAL 1�00-227-2600 ,�� ��r� 3 aS .t}4r CIVIL 0��p PREPARED UNDER THE DIRECTION OF: L ' 'r ' AND NORTHWESTERLY 32 FEET L UNDERGROUND SERVICE ALERT F YFa /1y7 ^ 6�?d/OS DATE: 5/20/05 VERTICAL CONTROL 731 9 % uLi CHISELED SQUARE ON TOP OF CURB Cal N bast 2 UNDERGROUND days prior to excavating. ROBEM K.140FNLIN RCENo,6 DA E OF CAV �^ Gl 1. -�- /0 OPPOSITE FIRE HYDRANT DESIGNED BY: DB DRAWN BY: DB C�ByCITY ENGINEER EXP.DATE 6/30/2006 BARRY COWAN,RCE °C46568 (EXP.6-30-07) DATE O / PLOT DATE: 10-JUN-2005 JN 14502 SEE SHEET 18 1307 @ I,,z111 H o o . ......... ,—PL 15 130 1308.33 CONSTRUCTION NOTES FS FS o CONSTRUCT CONCRETE RIBBON GUTTER PER DETAIL SHEET 2 (W=31. J PROPERTY LINE IT 1 11 11 1 PROP.EP & LIMIT - SEE LANDSCAPE PLANS. �T OF WORK PLANTER AREA k DEL J2 LIMIT OF WORK F A R✓G OS CONSTRUCT HANDICAP ACCESS RAMP PER ARTCHITECTURAL PLANS. CONSTRUCT 6"CURB ONLY PER COUNTY OF RIVERSIDE STD.NO.204,TYPE o". c LIGHT POLE - SEE ARCHITECTURAL PLANS FOR DETAILS. 0 @ CONSTRUCT DRIVE AISLE PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 2. 111c 11 CONSTRUCT PARKING STALL PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 2. FARCE�L 3 @ BROOKS BOX AND CONCRETE APRON PER PM 32369 ROUGH GRADING PLANS. 306.64 �w 16 CONSTRUCT 4"CLASS B CONCRETE SIDEWALK ON NATIVE (WIDTH VARIES PER PLAN). k" "4130P.EP & BUILDING R LIMIT OF WORK FF=1309.00 PAD=1308,.17 "TDO BUILDING S BUILDING FUTURE FF=1308.00 T PAD=1307.17 IMP FF=1307.50 ROVEMENTS PAD=1306.67 Jr IL FUTURE F IMPROVEMENTS FUTURE IMPROVEMENTS jis _PLjfs .............. 4 4 % ............ �. ........... w 0 m ............ ................ ... -------- ......... ul .......................... ................ r ............... Alt -k —F ............. ............. - z . ....... ............. ........... .... ............. ..... ......... ............................ ... ...........R/W.......... ........ .............................. .............. - - ftV ............m . 1. ; — - —— ......................................................................................... ................................ ................... ................................................................... W LU .................... .............................................. .... ....... .................................................................................... --- - ------------ -— ----------------------------- W. ............................................ ...... .................... ---- - --- - ------------------- --------------------- - - - Uj .............. .......... ..... ..... ..................... .. ............... .................... L ............... ..............;� .......... Ai�CENRA AVENUE - ................................... .......... . .................... ....................... ...............- w ............ ............... ............. ........................ .... ---- 1. --77'.... ......... ----------- ........................... ------ .. ...... ......................... ..................... .......................... .............. ....... ................. .................. .................. IMPROVEMENTS PER ....... ........ .. ..........--­-­­-------1— _.. " f: :, . ........................................ ------------ --------------- PM 32369 OFFSITE-..... ... ............... ............................................ ............. EXISTING IMPROVEMENT PLAN ==�I= W SIDEWALK XIM ............. 7 .................... .......................... ............................................... ............................ ............ .. .................... ................. .............................. ............ ........... •. . ........................ . ......, WAIV . .................. ........... EXISTING ............. ...... ...... .................GUI TE ............................... .................................. ...... .. .................................. ........... ... Lo ........... ............ ............ ..................... x 4 .................................................... .................. -------- ­.............------------- --- ---------------------- .......... ---------------------------------- , 4 ­ I'll, -__ --------------------------- VL----------------------- ............................ ...................................................... .................................. ....................................... .. .................. --------------- ................ .................. .... ......................................... ............................................................................................ W.,­_ ---- ---- .................................... CENTRAL"E 17 18 i it 16 19 20 21 (STATE HW. 74) c o > c E 0 0 C) m 0 c L a) c: 00 u > 4 O 0 .2 a) 20 10 20 > L ..... u C, c GRAPHIC SCALE T�-- 2 0' REVISIONS APPROVED DATE W. 01118.4zoos BENCH MARK; THESE PLANS HAVE BEEN REVIEWED SEAL WED FOR S UNAUTHORIZED CHANGES CITY OF LAKE ELSINORE SHEET CITY OF LAKE ELSINORE BM B-95-56 DIG ALERT COMPLIANCE WITH THE APPROPRIATE R MCYCENGWMUNG COMPANY CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 0 .2- DESCRIPTION: CHISELED SOUARE CONDITIONS OF DEVELOPMENT AND/OR RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE 19 1301 ON TOP OF CURB,ELEV 1274.91 CITY AND STATE LAWS,AND A PERMIT BA1w W�id. pb.� PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED OF El 'S LOCATION: FROM THE APPROXIMATE CALL CAN BE ISSUED. RRY COWANCO AN FINE GRADING & UTILITY PLANS c 0 BEFORE o. C46568 1 CNI I-W� O� (714) (714) BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. FOR 21 L INTERSECTION OF COLLIER AVENUE SCALE: AS SHOWN 0 C) v You DIG! AND CENTRAL AVENUE 66 FEET E,p.6-30-0 LAKE ELSINORE MARKET PLACE SHEETS SOUTHWESTERLY ALONG CENTRAL 1-800-227-2600 CIVIL PREPARED UNDER THE DIRECTION OF: L AND NORTHWESTERLY 32 FEET TO UNDERGROUND SERVICE ALERT FILE NO. /'0 Cffl,1C)ESL�IED S(�)RJEAR_l ON TOP OF CURB Cal at least 2 vorking days prior to RO ERT W-MOCKING RCE-Nn3056 DATI! OFDATE: VERTICAL CONTROL o OPPOSITE FIRE ly, excavating. DESIGNED BY: DB DRAWN BY: DB CHECKED BY: CITY 'IA"RRY 116 WAN,RCE -C46568 (EXP.6-30-07) DATE 7M HYDRANT Y ENGINEER EXP.DATE 6/30/2006 PLOT DATE: 10-JUN-2005 JN 14502 ---------- ................................ T-7 s ........................... PARCEL 16 IMPROVEMENTS PER PM 32369 PRECISE GRADING PLANS BY FUSCOE ENGINEERING. r Ili T LIMIT OF WORK EXISTING RETAINING WALL PER PM 32369 ROUGH GRADING PLANS 4� LIMIT OF WORK 9A 0.5% LIMIT"OF WORK " LIM 7\ .............. C521 4O uw @ S, W 7 14 \-C7 Lu A �O LIMIT JF WORK. 2s. LLUI CO 'JOS @ 0•e XISTING RETAINING LIMIT OF WORIK-7t -:�'\0?" -—-------------- A1 4)- �PER�=R" :ROUGH GRADING PLAN5 LLI ............... LLI ...............................................................-................................................................................................................— LIMIT 0 0 WORK CO) • 0- ------........ i .6 MIT C F WORK LIMIT,OF WORK Lu Lu J\JJ 32 BUILDING A FF=1306.50 PARCEL 15 IMPROVEMENTS PER /Z� PM 32369 PRECISE GRADING PLANS PAD=1305.50 Lu BY EN ENGINEERING. Lu SEE STRUCTURAL PLAN FOR BUILDING wE co LAYOUT (FOOTPRINT SHOWN FOR REFERENCE ONLY) CONSTRUCTION NOTES c PLANTER AREA - SEE LANDSCAPE PLANS. H CATCH BASIN AND LOCAL DEPRESSION PER PM 32369 ROUGH GRADING PLANS. > c CONSTRUCT HANDICAP ACCESS RAMP PER ARTCHITECTURAL PLANS. C) CONSTRUCT G"CURB AND GUTTER PER COUNTY OF RIVERSIDE STD.NO.200,TYPE A-6. CONSTRUCT DRIVE AISLE PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 2. 13 E 0 0 CONSTRUCT CONCRETE RIBBON GUTTER PER DETAIL SHEET 2 (W=10'). CONSTRUCT CONCRETE RIBBON GUTTER PER DETAIL SHEET 2 (W=4'). @ CONSTRUCT 4"CLASS B CONCRETE SIDEWALK ON NATIVE (WIDTH VARIES PER PLAN). 0 c: 1J, C 0 > 0 .2 20 10 0 20 40 so a, 0 C -0 GRAPHIC SCALE 1'�= 20' oc a 741S4005 ,, BENCH MARK- REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL RSS1 j SHEET L �, UNAUTHORIZED CHANGES, CITY OF LAKE ELSINORE CO Y's CITY OF LAKE ELSINORE BM B-95-56 DIG ALERT COMPLIANCE WITH THE APPROPRIATE R RICK ENCAN�G COMPANY CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 20 01 DESCRIPTION: CHISELED SQUARE CONDITIONS OF DEVELOPMENT AND/OR RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE ON TOP OF CURB,ELEV 1274.91 CITY AND STATE LAWS,AND A PERMIT DI.W M-.,& Oo Ph.� T— PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED FINE GRADING & UTILITY PLANS OF CALL CAN BE ISSUED. BARRY J. COWAN CHY W. IM O�U 9MB (714) [114193-1 BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. "IT FF E 0 LOCATION: FROM THE APPROXIMATE N.. C46568 FOR 21 INTERSECTION OF COLLIER AVENUE BEFORE L 0 t YOU D1G! Ex,.6-30-0 SCALE: AS SHOWN 0 0 AND CENTRAL AVENUE 66 FEET LAKE ELSINORE MARKET PLACE SHEETS i SOUTHWESTERLY ALONG CENTRAL 1-800-227-2600 CIVIL PREPARED UNDER THE DIRECTION OF: ALERT>1 A-45 -FILE—NO. 0 CHISELED SQUARE ON TOP OF CURB Cal at bast 2 working days prior to excavating. ROBERT X-ROIERLINOIRCEN 6" DATE/ OF CA 5/20/05 VERTICAL CONTROL -3 I C2 �I.ICKE. BI-, CITY ENGINEER EXP. 6/30/2006 I—AliB`Y1 IIIA5=6568 (EXP.6-30-07) DATE IC DESIGNED BY: DB DRAWN BY: W AND NORTHWESTERLY 32 FEET TO UNDERGROUND SERVICE ALE OPPOSITE FIRE HYDRANT I 7:3q PLOT DATE: 10-JUN-2005 JN 14502 FATRDrL I o PARCEL16 IMPROVEMENTS PER PM 32369 PRECISE GRADING PLANS 70' BY FUSCOE ENGINEERING. 0, 40' 3 .................................. ..... 24'�0.6' L— EXISTING RETAINING WALL .0 PER PM 32369 ROUGH GRA DING PLANS wzy DEXTER AVENUE 1 IMPROVEMENTS PER PM 32369 :IMPROVEMENT PLAN IMPRO 9 OFFSITE LIMIT OF WORK -71 16 7 OROP.EP*- < 0-1:�W LUT--OF WORK................ :x. , J, J0111 DEXTER AVENUE 11PROVE EN S uJ D SHEET:2 10 Lu 7 T Lu K. m LIMIT OF WOR F Q. CONSTRUCTION NOTES CONSTRUCT 6"CURB AND GUTTER PER COUNTY OF RIVERSIDE STD.NO.200,TYPE A-6. Lu x uj 10 CONSTRUCT PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 2. PIVI 132 CLASS B CONCRETE SIDEWALK ON NATIVE (WIDTH VARIES PER PLAN). Ij 16 CONSTRUCT 4 co r W EXISTING RETAINING W PER PM 32369 ROUGIf/,, uj DEXTER AVENUE > GRADING PLANS. IMPROVEMENTS PER uj PM 32369 OFFSITE IMPROVEMENT PLAN co ............... .................. ................ ........... 7........ .................... ---- . ..... ,x li z Qw .......................... ........ 0.2' 24' LLJ cr z 0- Lca Ell A 70' -0- 3 > C -a a 0 E 0 0 0 c .................... CO 0 OK i i u 33 O 0 .2 20 10 0 20 40 60 > GRAPHIC SCALE T�-- 20' 01 C) hatzoos C -0 W.S.,01 J.1� SHEET c DATE SEAL UNAUTHORIZED CHANGES CITY OF LAKE ELSINORE 0, REVISIONS APPROVED THESE PLANS HAVE BEEN REVIEWED FOR 'ROVESS(0*4, MCK INC-TIDJ�G COWA-W CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 21 BENCH MARK COMPLIANCE WITH THE APPROPRIATE a L 01 DIG ALERT - RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE OF E CITY OF LAKE ELSINORE BM B-95-56 CONDITIONS OF DEVELOPMENT AND/OR FINE GRADING & UTILITY PLANS DESCRIPTION: CHISELED SOUARE CITY AND STATE LAWS.AND A PERMIT BARRY J. COWAN Ri,-d& 0-1w phm� T— PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED I CRY W� a m�i ma —Ad� BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. 21 ON TOP OF CURB,ELEV 1274.91 CALL. CAN BE ISSUED. FOR AIL C46568 SCALE: AS SHOWN SHEETS LOCATION: FROM THE APPROXIMATE BEFORE Exp.6-30-0 LAKE ELSINORE MARKET PLACE INTERSECTION OF COLLIER AVENUE YOU DlrJ FILE NO. 0 0 AND CENTRAL AVENUE 66 FEET CIVIL PREPARED UNDER THE DIRECTION OF: SOUTHWESTERLY ALONG CENTRAL 1-800-227-2600 DATE: 5/20/0 >1 NORTHWESTERLY 32 FEET TO UNDERGROUND ROBtlk-f�,MOEHLINQ PCSA40.63d% D Tr 0 VERTICAL CONTROL -7 3L� 7� AND NORTHW SERVICE ALERT 7� CHISELED SQUARE ON Top OF CURB Cal at Imt 2 working days prior to excavating. DESIGNED BY-, DO DRAWN BY: DB CHECKED BY: CITY ENGINEER EXP.DATE 6/30/2006 �h"UWAI,R2E -CA6568(EXP.6-30-OT) DATE IOPPOSITE FIRE HYDRANT I F F'OF DATr: 1 O-JUN-2005 JN 14502