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LAKE ELSINORE MARKET PLACE PGP PLAN NO 739-1-739-21
Q) a (i 0 0 0 C i 0) c 7U (1) o n 0 0 0) 4- > 0 -+- L 0 cv a 0 - Ln i lqr cn i L 0) 0 C -0 •- 7D0 0 + 00 L cn CV 0 V .. U n (D •- lIz- C rir i Ln LL_ I- 0 C 0 iV L {V 0 0 1 L) 1 z Izi- > D L __D •i0 0,-iiii- BASIS OF BEARING IS THE CENTERLINE OF DEXTER AVE PER RS 90144-54, RECORDS RIV CO SHOWN AS NORTH 46°39'50" WEST. SHEET INDEX 1 TITLE SHEET 2 DETAILS 3-12 HORIZONTAL CONTROL 13-21 VERTICAL CONTROL vrV ►I A n r j 6E Q CITY GRADING PERMIT N0. 05-147 GRADING NOTES 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. 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. 24. THE SOIL ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL OF ALLUVIAL, COLLUVIAL AND TERRACED AREAS AND ANY SUBSTRUCTURES. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE -COMPACTION, ORDINANCES NO. 801 AND 882 AND APPLICABLE STANDARDS AND SPECIFICATIONS AND BENCHING AND FILLING OPERATIONS. THE 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. - �., N LAKE ELSINORE, PRIOR TO ANY OPERATION. D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING .:_:.., C�3 ♦++ +•+ -, r• 'C� 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY CONSTRUCTION. . .- ; r -;� ♦' COMPANIES AND U.S.A. ALERT (1-800-422-41 ) 4 ;; ; ,,r::. � `+ 33 8 HOURS PRIOR TO GRADING. ,;.,. ;'............' , if), "'J'; .$ s' ;; ,`� LL BE PLANTED WITH ROSEA r} w , r ;Y, r , IN +, ., •• 25 EROSION CONTROL ALL GRADED SLOPES SHA ICE PLANT :.> - , -;: 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST RSLOPES • ;:...-:.-�� ; ' ' +� VERTICAL HEIGHTR IN OADDIT�ONETOA GRO� NDD CORD RND HA�LEBE PLANTED WITH! APPROVED ,` `�/ 3 --;;,;� �•. .�+�=_: � - , 24 HOURS IN ADVANCE OF BEGINNING GRADING OPERATIONS. . `' '; - , ,: ". _ ,..E _ .- �� TREES, SHRUBS, OR COMBINATIONS THEREOF. '� _, II EO SHRUBS SHALL BE PLANTED AT 10' ON I4-11 *� 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPR V Y CENTERS; TREES, 20 ON CENTER; COMBINATIONS, 15 ON CENTERS. SLOPES OVER 3 +' '. �. 3_;�rctd .. ,t, r. �__ _r t.._ '''-�.- 0 E D B THE `, ,. ,r_,->• ��,�:,�____ _______ ___ter �_• �', �,,;i% :,� _� ♦ f CITY ENGINEER. IN VERTICAL HEIGHT HA HAVE j SHALL E PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW I `:., „ :is��= :.'_, �; ;;;�:���. _. :; r� ::� �'', I - PREVENTION DEV r ��•_}. .:, ry�. �� �{J .� �. ICES PER U.P.C. _ .' 6 *" =Y :x;:::':::.::::;;;;;;: :;;;;;. ;�h�::�t �` �-- ��•` CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL UNLESS % ,0. -- -_ tea..:,: sifr Q, .,;.,u , .,-�k•..,;,, w,,: I , ♦ • � r r ,�,,,._._...;:_______._:__ .___.__._._„___ ___- _•.,______; = ;,.::::. ;.: ::: . ` _ :.._____,___� ; E 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST % _: '- - r ,,, � I -it�, -••.- 200 �o0 0 200 40o soo VED, AND SHALL BE SHOWN ON THE PLAN. ,. -- H W A BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT. �. <, �: v ' 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, i.C _ C, V r ;;- ,► /� .� 1 = 27. APPROVED EROSION PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED ';: .:. „ UNLESS OTHERWISE APPROVED, SHALL BE SHOWN ON PLAN AND SHALL NOT HAVE LESS :- _-- - .a GRAPH G _ , + ``''.. ; ':w.�` =; L I SCALE 1 200 r :; ; ...11 :. a •... DURING THE RAINY SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAY WORK. (/►�� O THAN 90% RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. S :, . + i ::�.: -::. 28. ALL WORK SHALL CONFORM TO THE CITY AN TAT TR T N AF TY --. __: Yl :.:: , . 8. FILLS SHALL BE COMPACTED THROUGHOUT TO 90% DENSITY AS DETERMINED BY THE D S E CONS UC IO S E 2 �- =`� �.r' ` A_ ''t: MODIFIED THREE LAYER A.S.T.M. D-1557-70 TEST METHOD. ORDERS. ;..: s. 29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE � .• 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS, SCARIFIED, `: ' _ PERMITTEE. + D� AND INSPECTED BY THE GRADING INSPECTOR AND APPROVED SO TESTING �_. >:3y.�' ILS AGENCY e, , - `, > f . GJ f PRIOR TO THE PLACING F F -: .� I G 0 ILL. - -- _ ' `':. 3 ' 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. G ' :, _ `� + • V �, PARCEL 16 IMPROVEMENTS # .:: + s, _ 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED NT -•. >. - EDU IL `':. PER PM 32369 PR _ .. EC SE '� 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE T FROM BEGINNING T i r::. ;:. +'. PREPARATION OF GROUND IS APPROV Y T E SI E I G 0 Gj r ED B HE SOILS ENGINEER. GRADING PLANS BY FUSCOE .: `':: �} _ �.;."='J• COMPLETION OF GRADING OPERATION. ENGINEERING :' ' �' .,: - �• ' - . ,-. .r.. 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1% IF CUT OR a D ALL P A `, LL SLO E H S SHALL PLANTED BE L AND IRRIGATION HA D I T N FA S PROVIDED 5 IG IO FACILITIES LL BE 0 IDED +: . . FILL SLOPE IS LESS THAN 10 AND 2% IF CUT R F .. �. 0 ILL IS GREATER THAN 10. i` . + •.:, ♦ , . , a FOR A P :� LL SLO ES IN EXCESS OF 3 F T V RT WITHIN AY -IV, + . i DRAINAGE EE E TICAL HEIGHT WI I 90 DAYS AFTER D I GE SWALES SHALL BE MINIMUM M M F I I U 0 0.5 P AND CONSTRUCTED D CO S T A MN / UC ED MINIMUM ::.. +:.; I I U :::; ♦ e a +.COMPLETION F R H 1, 0 OUG RA N A ::. e vGRADING I N N '.:::::<:_ ♦ , �.G D SHALL BE IN ACCORDANCE WITH ORDINANCE N0. -'-' +_ ::r.� - OF 2 FROM THE TOP OF CUT OR FILL SLOPES. :; _: . ::. .� . .., . :..- ... -..:. _::::....�.` . 882 PRIOR T TH APP>: 0 E ROVA F FNAL L 0 FINAL INSPECTION. ♦ �. e r 1 a PROVIDE 3. 0 ID W Y 1 HIGH E 5 IDE B RM R IG BE 0 EQUIVALENT NT A LE N TH .:::�. ALONG G TOP F 0 ALL I 2 ::.. + _ LL i �. ♦ ♦ , ANY �• /:���::.. 33.CONTRACTOR PERFORMING ':�� . ..W RK N --. 0 0 TH PR T L FAMILIARIZE HIMSELF P V IS PROJECT SHAL I IZE SLO R H H e•. a ES 0 E 5 IG . ;::::+ + '�' �•• . �:� WITH THE T AN .:: i ESI E D BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING a • o a. + .:: >:: e '1 •. o ♦ . FACILITIES RESULTING . `'4 CILI IESR T ;_: :::.► <.. :; :»= . DIRECTLY LY OR INDIRECTLY FROPERATIONS,W == ="I- ~= e•. :+.:.. PROVIDE A BROW DITCH DESIGNED TO HANDLE 1FROM HIS HETHER OR i e , DLE 00 YEAR STORM FLOWS ALONG THE :. . :� Co�w :�' J NOT H FA 0 SUCH T A FACILITIES R H S E SHOWN N + 0 0 THESE PLANS. A N :.. - T P ESE L S. _ 0 F T P :, / �. 0 CU S LO ES. .i i G ♦ :..., :::::. V41 .� !' .... . 10 ti `C� 4 THE N N E DES G ENGINEER :� I E GI HA EE SHALL PROVIDEA MINIMUM F T P PER N BLUE 0 FINISHED :.,, a 1 N 0 ONE B E �.' :. OBSTRUCTION T N e . 5. 0 OBS UC IO OF FLOOD PLAINS N R N L D L I S O NATURAL WATER U L E COURSES HA SES S LL o _.== BE ;� A t. '7i `� a i PAD, PRIOR T D IO ROUGH CJ 0 0 GRADE P UG G APPROVAL. V DE A �•/ �\ PERMITTED. M 0 L. _ S t... ' E ITT ED. .11 - �' ♦ ♦ + i' __ _ a _% APPR / 35. X MAT 0 I AT F• /20 05 E D E 6 .�� 0 NN BE N P GI I G RAT N• .�:.� 0 E IO . .�.. 16. A SOILS ENGINEER SHALL B R TAN Y `� E E I ED B THE DEVELOPER TO SUPERVISE }�_. ::+ -`': ♦ LLL�F. ♦ GRADING AND PROVIDE A FINAL SOILS REPORT WHICH INCLUDES FOUNDATION �� , s 11/1 MP 1/ CO T N• 05 irw/.1. if R R LE IO .. _ EQ M NT ( V =-r UI E E S SU N ) AN :;_" BDI ISIO S XPAN V r��.. � l' D E SI E CHARACTERISTICS OF TH . �. !, :::. �..= PAR 1 IMPR V M .:.... ::c I _ ♦.••• .. • :,,:, ,�:.. f. CEL 5 0 E ENTS + , ; , ;,.• - V. 17. GRADING CERTIFICATION BY THE DEVELOPERS CIVIL ENGINEER AND A FNA CAUTION! LOCATION OF EXISTING UTILITIES ON { - FINAL `•' == :: ; ::..� '<,�. PER PM 32369 PRECISE +♦::: •► . ,- :;;� -% :'• COMPACTION REPORT BY A SOILS ENGINEER SHA SUBMITTED GJ LL BE SUB I TED TO THE BUILDING THESE PLANS ARE APPROXIMATE AND :;.. '�. = + =`:,, =<.`' ::::... GRADING PLANS BY , + 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER • _....:,, G. ♦'� ::: t. �, : • + - - �._ AND ENGINEERING DEPARTMENT PRIOR TO ISSUANCE OF BUILDING PERMITS. SHALL BE VERIFIED BY CONTRACTOR �'• •.EN ENGINEERING e * • THAN 3 WILL BE PLACED IN FILLS WITHIN ROADBED AREAS OR 3 OF FINISH GRADES, �. ti .r�=-; P 1 • `C' UNLESS THE LOCATION, s •.� � • • := + ♦ ::: tr 1 TH E LOC IO MATERIALS, AND DISPOSAL METHODS ARE SPECIFICALLY `= ::.. :: PRIOR TO CONSTRUCTION. �.• ... � ::.. 8. E SOILS ENGINEERING INVESTIGATION DATED 12/9/2003 PREPARED BY EEI AND '� �` ' " ` P APPROVED BY THE SOILS ENGINEER. ':: O . :� ::�--�;: ``; - T H N N R N E E GI EE I G GEOLOGIC INVESTIGATION DATED 12/ 12/2003 PREPARED BY EEI, := i'. SHALL BE CONSIDERED A PART OF THIS GRADING . :•, I G DI G PLAN, AND SHALL BE COMPLIED WITH. t _ ��`` i�_ • , -;;+: 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND b• !l `V C�_ OBTAIN INSPECTION BEFORE APPROVAL. :::y �,::= + - _ 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT LEGEND AND'�:::�-=- =`rCERTIFICATION ABBREVIATIONS GJ.:;-' OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE t- `''` - 38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE :�:: ,' :/:A• =�►"_ _ •� •:�;�: REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF �' �. 'c. ' ' - r -'.r_,:.. •:::..�.:.::' r ..� APPROVED BY THE BUILDING DEPARTMENT. :: >, . + , ,,;•.. , ..;.; ♦t•';'` . AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE TOP OF WALL T W :., '` - ♦� '' ' ' " �f:'' ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN s - y. .+ -, a ..,,.. -- T0P OF FOOTING �- ., . ;.� - r_ . , ;, ;:,' ' . =:_ f •� :" �,, L- 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO BACK OF WALL +..• BW BEGIN CURVE -------------- BC ..;;t�.,':. ..•F,-; ♦`;%; ::,; COMMENCEMENT OF ANY CONSTRUCTION/GRADING. o EDGE OF PAVEMENT__________________________________________________________________________________ E P END CURVE________________________-___.____________________________________________________________________________ E C '= �' + 21. STABILITY C A L C U L A T I O N S WITH A F A C T d R O F A T LEAST 1.5 SHALL B E SUBMITTED ,. ` : , ' ' =' ' , BY A SOILS ENGINEER TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT ,,# •.f ' • '' . ee .-•,; AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. '. ' r.' : .f 15 EXISTING EXIST ELEVATION PER SEPARATE () �. ,; . , PLAN SET (AS NOTED) •+ :` : � . `� ,, i.c 29 5$ Rp. FLOW LINE---------------------------------------------------------------------------------------------------------- FL S DIRECTION OF FLOW -: "`'"" '�:. NIC pl... W ��� �• H FINISHED SURFACE------------------------------------------------------------------------------------- FS _ 0> G P DAYLIGHTLINE------------------------------------------------------------------------------------------------ 11 FACEOF WALL------------------------------------------------------------------------------------------------ FW w a N T 0 P OF SLOPE ---------------- P O R T L A N D CEMENT C O N C R E T E_____________________________________________________ PCC � , TOE OF SLOPE ___________________________ � ASPHALT CONCRETE________________________________________________________________________________ A C _ _ _ _ OWNER /DEVELOPER ENGINEER /CONTACT PERSON �%� SUBDIVISION BOUNDARY • --------------------------------------------------------------------- AGGREGATE BASE ______________________________________________ .------- AB SEWER LINE ----------------CAMBERN & CENTRAL, LLC THE BERGMAN COMPANIES THESE PLANS WERE PREPARED UNDER THE DIRECTION OF BARRY J . COWAN, '�`� O l ----------------------------------------------------------------- __ __________________- S 265 SANTA HELENA, SUITE 125 13745 SEMINOLE DRIVE A REG I STERED CIVIL ENGINEER I N THE STATE OF CALIFORNIA. MINIMUM --------------------------------------------- - -------------------------------------------------------------------- MIN S O L A N A BEACH, CA 92075 CHINO, CA 91710 F'�' 2h WATER LINE ----------------------- - W F� PROPERTY LINE . PL CONTACT. DON HOWELLS CONTACT. MARK BERGMAN044�� bq!!�� e d�D 5 ----•-•--•-•------. t1 �i RETAINING WALL........................................................................................... PHONE: (858) 259-4681 PHONE: (909) 627-3651 BARRY) C AN 46568 DATE . `.= ... PR PROP. FAX: (858) 259-4687 FAX: ( )627-5425G 4 O P O S PROPOSED ---------•---------•-•-•-•-•••--••-------------------•-•- 9 0 9 EXPIRES 6/ 3 0/ 0 7% .....: FIRE HYDRANT-------------------------•---------•---•---------•-•-•...-•--------....._..................._.. Kx :.::: 0 CONTACT PERSON: BARRY J. COWAN% TOP OF CURB TC SOIL ENGINEER •: VALVE-------------•-•-•--.................------------.....-------•----------.....-•--------------... TOP OF GRATE TG -- ------------- SEWER MANHOLE EEI - LEGAL DESCRIPTION 5835 AVENIDA ENCINAS, SUITE 118 TYPICALTYP. ________________________________________________________________________________________ , R, AS SHOWN BY MAP ON FILE IN BOOK 57, _ WATERWAT SEWER CLEAN OUT.................................................................................... ® PAGE'S 9 AND 10 OF MAPS, RECORDS OF RIVERSIDE COUNTY, PROJECT SITE • -----------•-------------------------------•----•-----------------.........-------- FUTURE IMPROVEMENTS ............... _........................... _........................ CONTACT- RICHARD G. LAPRAIRIE CALIFORNIA; Co PHONE: (760) 431-3747 �� O STORM DRAIN ................................................... _............................................ SD FAX: (760) 431-3748 EXCEPTING THEREFROM THAT PORTION DEEDED TO THE STATE OF O a LIMITOF WORK-------------------------------------------------------------------------- -- _::.::.: ::::::: ::::. �:. -------------- CALIFORNIA BY DOCUMENT RECORDED DECEMBER 9, 1977 AS �� '�'j� SEWER SEW 1300 INSTRUMENT NO. 245217 OFFICIAL RECORDS OF RIVERSIDE COUNTY, -f FINISHED GRADE CONTOUR ....................................•.-.-_._•_.___-_._......... _ CALIFORNIA; INVERT ELEVATION ..... - - IE qy ROUGH GRADE CONTOUR ......................................... = m = = e ROUGH GRADING CONTOURS ,45 S110; / BY PrLI 32.369 h101AGH Gf�,4D/NG PL,4NS. ALSO EXCEPTING THEREFROM THAT PORTION DEEDED TO THE �' CURB FACE_..•_••__________________________________________________________________________________________•_•••_-. CF -mr. PER ROUGH GRADING PLANS'lll, SUBGRADE TO BE ACHIEVED BY SUBTRACTING OUT RIVERSIDE COUNTY TRANSPORTATION COMMISSION BY FINAL ORDER OF DECORATIVE PAVING AREA -----------•-----•---•-•---•-------•-•-•---•---- '' �' SPECIAL 22, 2001 AS INSTRUMENT NO. STRUCTURAL SECTION FROM FINISHED GRADE CONTOURS SHOWN. SEE SPE CONDEMNATION RECORDED AUGUST DRIVE AISLE AREA.................................................._..-.-_._._._._._._._._._._-___-_ NOTE ON SHEET 5 OF 31 OF ROUGH GRADING PLANS FOR CLARIFICATION. 2001-405567 OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. _ D U M P S T E R AREA -----------------•-•-•-•-• : :.•: ..... _. d PARKING STALL AREA ......---•--•-•-•-•-••---•------ :::...:::;:::::::::: -----.......•... W. s. 011ie I Zoos BENCH R1� A R K �ALE"PT REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL DIG COMPLIANCE WITH THE APPROPRIATE 7%m - SIONq J. 14502 UNAUTHORIZED CHANGES: CITY O F LAKE E L S I N O R E SHEET CITY OF LAKE ELSINORE BM B-95-56 �M CONDITIONS W DEVELOPMENT AND/OR �O ` RICK ENGINEERING COMPA-W CAUTION: THE .ENGINEER PREPARING THESE PLANS WILL NOT BE 1 DESCRIPTION: CHISELED SQUARE o � Fac RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE FINE GRADING PLANS 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 OF CALL CAN BE ISSUED. � r^ ,,, San Diego riverside orange Phoenix Tucson gY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. F 0 R No • C 4 6 5 6 8 � 1 City Blvd West, Suite 1285 • Orange, CA 92868 • (714) 939-1440 • FAX (714) 939-1441 • www.rfckeng.com 2 LOCATION: FROM THE APPROXIMATE BEFORE INTERSECTION OF COLLIER AVENUE AND CENTRAL AVENUE 66 FEET YOU DIG! Exp. - 30- 07 ' SCALE: LAKE E L S I N 0 R E M A R K E T PLACE SHEETS SOUTHWESTERLY ALONG CENTRAL 1-$00-227-2600 r� /I x/6/_405_ s Q PREPARED UNDER THE DIRECTION OF: CIVIL AND NORTHWESTERLY 32 FEET TO UNDERGROUND SERVICE ALERT�qTF \ FILE N0. CHISELED SQUARE ON TOP OF CURB Can at iaost 2 working days prior to excavating. ROBERT- K. NIO ffL(NG 1�C�.1�o_ SG DATE OF Cpl\� �s O /,, DATE: TITLE SHEET OPPOSITE FIRE HYDRANT DESIGNED BY: DB DRAWN BY: DB CHECKED BY: BJC CITY ENGINEER EXP. DATE 6/30/2006 _ _ 7:i�� BARRY J CO AN, RCE C46568 (EXP. 6 30 07) DATE I PLOT DATE: 1 0- JUN- 2005 JN 14502 71 0 0 m m, 0 0 m �:� 7 A� m!'' r " 0K ruz A C (D E 0 U U C / � C . n C\j / 0 0 � r - L 0 0)— N n o - L / U) / L C) C C 0 000 C V, N .. U rr) N •- r - C / Ln 0 / C o N L N 0 0 Ln i z L -D / o 18' (TYP) 9' (TYP) PARKING ISLAND DETAIL No SCALE SUbUKAUL L, it m iT,/P-%% DETAIL A COMPACTED/ ' // /AU�� i SUBGRADE 2 MIN °3 REBAR 4.0" STAMPED AC CONTINUOUS 560-C-3250 (TYP) ELEVATION SHOWN ON PLANS 'CLASS 2 CONCRETE �REGATE BASE PAVING @(DECORATIVE PAVING AREASI NO SCALE RIBBON GUTTER (3') Na SCALE PAVEMENT SECTION PER DETAIL SHEET 2 EXISTING AGGREGATE BASE OuuvnHvL- JOIN DETAIL - NO SCALE LEGEND ® 2" COLD PLANE D AC SAWCUT, REMOVE AND REPLACE EXIST 0 PROPOSED AC PAVING b PROPOSED STAMPED AC PAVING ® PROPOSED AGGREGATE BASE PROPOSED CONCRETE TOTAL ESTIMATED QUANTITIES ,.zor sr 25,617 SF 4 EA 41 EA 12,027 LF 2,149 LF 392 SF 392 SF 8 CY 253,052 SF 6,326 TON 3,124 CY 130,265 SF 2,850 TON 1,407 CY 6,690 SF 167 TON 83 CY 1,110 SF 2,281 SF 12 EA 4,890 SF W. S . Ol (81 2005 BENCH MARK: REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL J. 14502 --DIG QROFEssloyq UNAUTHORIZED CHANGES CITY O F L 14 K E E L S I N O R E SHEET T ALERT COMPLIANCE WITH THE APPROPRIATE CITY OF LAKE ELSINORE BM B 95 56 RICK ENG G COMPANY CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE DESCRIPTION: CHISELED SQUARE o '" CONDITIONS OF DEVELOPMENT ANDlOR ��`� F� RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE 2 ON TOP OF CURB, ELEV = 1274.91 CITY AND STATE LAWS, AND A PERMIT BARRY J. COWAN �, �,,, San Diego Riverside orange Phoenix Tucson PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED FINE GRADING & UTILITY PLANS OF LOCATION• FROM THE APPROXIMATE CALL CAN BE ISSUED. L, 1 City Blvd west, Suite 1285 . Orange, cn 92868 • (714)939-1440 • FAX (714)939-1441 - wwwxickengcom BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. � INTERSECTION OF COLLIER AVENUE BEFORE � No. 06568 � FOR 21 AND CENTRAL AVENUE 66 FEET YOU DIG! � Exp•6-30-07 ' SCALE: AS SHOWN SHEETS ELSINORE MARKET PLACEI-800-227-2600SOUTHWESTERLY ALONG CENTRAL PREPARED UNDER THE DIRECTION OF:C I V I L FILE N0. AND NORTHWESTERLY 32 FEET TO UNDERGROUND SERVICE ALERT ROBERT K. MCF- LING 1 CE.00.63056 DAT F OF CA`�F� 6 /,,_S DATE: 5/20/05 iCHISELED SQUARE ON TOP OF CURB Cap at least 2 working days prior to excavating. DESIGNED BY: DB DRAWN BY• DB CHECKED BY•DETAILS OPPOSITE FIRE HYDRANT CITY ENGINEER EXP. DATE 6/30/2006 BARRY J OWA , RCE #C46568 (EXP. 6-30-07) DATE PLOT DATE: 10 -JUN -2005 JN 14502 10' GL _� 4.0" AC SEE DETAIL A 5' 5' SHEET 2 4.0" CLASS 2 AGGREGATE BASE CL >- PAVEMENT SECTION PER 3"CLR DETAIL SHEET 2 SUBGRADE Q0 Q0 Q0 I (TYP) PAVING n o �: a. 10 (DRIVE AISLE AREAS) NO SCALE COMPACTED REBAR 2MIN CONSTRUCTION N ..... .SUBGRADE . CONTINUOUS 560-C-3250 (TYP) ELEVATION SHOWN ON PLANS 0 CONSTRUCT CONCRETE RIBBON GUTTER PER DETAIL SHEET 2 (W=3'). 4.0" CLASS 2 AGGREGATE BASE CONCRETE 02 CONSTRUCT HARDSCAPE PER BUILDING PLANS. O3 PLANTER AREA - SEE LANDSCAPE PLANS. SUBGRADE RIBBON GUTTER (10 0 CATCH BASIN AND LOCAL DEPRESSION PER PM 32369 ROUGH GRADING PLANS. PAVING NO SCALE O5 CONSTRUCT HANDICAP ACCESS RAMP PER ARTCHITECTURAL PLANS. (PARKING STALL AREAS) © CONSTRUCT 6" CURB ONLY PER COUNTY OF RIVERSIDE STD. NO. 204, TYPE "D". 11 NO SCALE 41 7 CONSTRUCT 6" CURB AND GUTTER PER COUNTY OF RIVERSIDE STD. NO. 200, TYPE A-6. ® LIGHT POLE - SEE ARCHITECTURAL PLANS FOR DETAILS. TRASH ENCLOSURE - SEE ARCHITECTURAL PLANS FOR DETAILS. _ 6" PORTLAND a = CEMENT CONCRETE SEE DETAIL SHEET A 2 2' 2' PCC -CLASS B CONCRETE ' 6.0" CLASS 2 AGGREGATE BASE - CLASS II AGGREGATE BASEPAVEMENT SECTION PER 10 CONSTRUCT DRIVE AISLE PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 2. ~ -J 0.5" 3" CLR DETAIL SHEET 2 (TYP) ASPHALT CONCRETE SUBGRADE o AGGREGATE BASE - CLASS II PAVING Q �� 11 0 CONSTRUCT PARKING STALL PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 2. (TRASH ENCLOSURE AREAS) 9 ASPHALT CONCRETE NO SCALE / AGGREGATE BASE - CLASS II NOTEa COMPACTED 12 DECORATIVE PAVING - SEE ARCHITECTURAL PLAN FOR DETAILS. BASE & SUBGRADE SHOULD BE COMPACTED TO SOILS ENGINEER'S RECOMMENDATIONS. SUBGRADE 2' MIN #3 REBAR wi STAMPED ASPHALT CONCRETE CONTINUOUS PAVEMENT SECTIONS (TYP) ELEVATION SHOWN AGGREGATE BASE - CLASS II 560-C-3250 CONCRETE ON PLANS 13 CONSTRUCT CONCRETE RIBBON GUTTER PER DETAIL SHEET 2 (W=10'). NO SCALE 14 CONSTRUCT CONCRETE RIBBON GUTTER PER DETAIL SHEET 2 (W=4'). RIBBON GUTTER (4**) 15 BROOKS BOX AND CONCRETE APRON PER PM 32369 ROUGH GRADING PLANS. 16 CONSTRUCT 4" CLASS B CONCRETE SIDEWALK ON NATIVE (WIDTH VARIES PER PLAN). NO SCALE LEGEND ® 2" COLD PLANE D AC SAWCUT, REMOVE AND REPLACE EXIST 0 PROPOSED AC PAVING b PROPOSED STAMPED AC PAVING ® PROPOSED AGGREGATE BASE PROPOSED CONCRETE TOTAL ESTIMATED QUANTITIES ,.zor sr 25,617 SF 4 EA 41 EA 12,027 LF 2,149 LF 392 SF 392 SF 8 CY 253,052 SF 6,326 TON 3,124 CY 130,265 SF 2,850 TON 1,407 CY 6,690 SF 167 TON 83 CY 1,110 SF 2,281 SF 12 EA 4,890 SF W. S . Ol (81 2005 BENCH MARK: REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL J. 14502 --DIG QROFEssloyq UNAUTHORIZED CHANGES CITY O F L 14 K E E L S I N O R E SHEET T ALERT COMPLIANCE WITH THE APPROPRIATE CITY OF LAKE ELSINORE BM B 95 56 RICK ENG G COMPANY CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE DESCRIPTION: CHISELED SQUARE o '" CONDITIONS OF DEVELOPMENT ANDlOR ��`� F� RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE 2 ON TOP OF CURB, ELEV = 1274.91 CITY AND STATE LAWS, AND A PERMIT BARRY J. COWAN �, �,,, San Diego Riverside orange Phoenix Tucson PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED FINE GRADING & UTILITY PLANS OF LOCATION• FROM THE APPROXIMATE CALL CAN BE ISSUED. L, 1 City Blvd west, Suite 1285 . Orange, cn 92868 • (714)939-1440 • FAX (714)939-1441 - wwwxickengcom BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. � INTERSECTION OF COLLIER AVENUE BEFORE � No. 06568 � FOR 21 AND CENTRAL AVENUE 66 FEET YOU DIG! � Exp•6-30-07 ' SCALE: AS SHOWN SHEETS ELSINORE MARKET PLACEI-800-227-2600SOUTHWESTERLY ALONG CENTRAL PREPARED UNDER THE DIRECTION OF:C I V I L FILE N0. AND NORTHWESTERLY 32 FEET TO UNDERGROUND SERVICE ALERT ROBERT K. MCF- LING 1 CE.00.63056 DAT F OF CA`�F� 6 /,,_S DATE: 5/20/05 iCHISELED SQUARE ON TOP OF CURB Cap at least 2 working days prior to excavating. DESIGNED BY: DB DRAWN BY• DB CHECKED BY•DETAILS OPPOSITE FIRE HYDRANT CITY ENGINEER EXP. DATE 6/30/2006 BARRY J OWA , RCE #C46568 (EXP. 6-30-07) DATE PLOT DATE: 10 -JUN -2005 JN 14502 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. C L '4- U C k v d) n c\ . O Q Ln E O U Q O U L- / C C � O n U ,- I I O Q C O O — N Q L O / Q� C Q / L Q -E— 00 BENCH MARK: L_ to N cD O° CITY OF LAKE ELSINORE BM B-95-56 I U � (D DESCRIPTION: CHISELED SQUARE C cr- ON TOP OF CURB, ELEV = 1274.91 - / Ln /0INTERSECTION O LOCATION: FROM THE APPROXIMATE OF COLLIER AVENUE O o N AND CENTRAL AVENUE 66 FEET `n I z SOUTHWESTERLY ALONG CENTRAL L � AND NORTHWESTERLY 32 FEET TO CHISELED SQUARE ON TOP OF CURB O / O — OPPOSITE FIRE HYDRANT :............................................................................................: � Nj FARCLL I �) PARCEL 16 IMPROVEMENTS PER PM 32369 PRECISE GRADING PLANS BY FUSCOE ENGINEERING. ISI ALEPT TY 0 CALL BEFORE TM YOU DIG! 1-800-227-2600 UNDERGROUND SERVICE ALERT Cap at least 2 working days prior to excavating. PROPERTY LINE & LIMIT OF WORK SEE SHEET 4 W.S. Ol IS 2005 REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. ROBERT K. NOEHLMG RCC -No. 056 DATE DESIGNED BY: DB DRAWN BY: DB CHECKED BY: CITY ENGINEER EXP. DATE 6/30/2006 SEAL Q�OFESSIONq� BARRY J. COWAN ?n No. C46568 EXp.6-30-07 > CIVIL �Q qlF OF C �eF NOTE: FOR HORIZONTAL CONTROL, LINE (L) AND CURVE (C) DATA TABLE, SEE SHEETS 11 AND 12 OF 21 RESPECTIVELY. J. 14502 RICK 1ENG1PQ19jUNG COMPANY rm San Diego Riverside Orange Phoenix Tucson I City Blvd West, Suite 1285 • Orange, CA 92868 • (714) 939-1440 • FAX (714) 939-1441 • wwwaickeng.com PREPARED UNDER THE DIRECTION OF: BARRY J C AN, RCE #C46568 (EXP. 6-30-07) c.9 fl;?ef'� P oie�� -& Ispo DATE y .� R/W r <` ------------------- TENTH STREET 0 --------------- w R/W 1 4 - >o 10 0 20 40 60 GRAPHIC SCALE 1`- 20' UNAUTHORIZED CHANGES: CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. SCALE: AS SHOWN DATE: 5/20/05 CITY OF LAKE ELSINORE SHEET 3 FINE GRADING &UTILITY PLANS of FOR 21 LAKE ELSINORE MARKET PLACE SHEETS FILE N0. HORIZONTAL CONTROL 73� PLOT DATE: 10 -JUN -2005 JN 14502 c F Uj Uj S ca PROPERTY LINE & LIMIT OF WORK CEj 101, PARCEL 16 IMPROVEMENTS PER PM 32369 PRECISE GRADING PLANS BY FUSCOE ENGINEERING. C z X < n- CL 1� V) U . —, zZ z zLA 0 UjCr w > 0 z LLQw 0 w Z m�W m JLjj L�, CSO U N Q Ih 4— PROPERTY LINE & LIMIT OF WORK CEj 101, PARCEL 16 IMPROVEMENTS PER PM 32369 PRECISE GRADING PLANS BY FUSCOE ENGINEERING. C ° o LIMIT OF WORK L 4— � C L (D U Q N. O Q to E .. - O U O U �- C C (D O t2 U / � O > 4- f - C O oa O / L �a C _C 00 BENCH MARK: L cD U) N O° CITY OF LAKE ELSINORE BM B-95-56 I (D () M DESCRIPTION: CHISELED SQUARE C ON TOP OF CURB, ELEV = 1274.91 Ln o LOCATION: FROM THE APPROXIMATE /C O INTERSECTION OF COLLIER AVENUE 0 0 N AND CENTRAL AVENUE 66 FEET Ln I z SOUTHWESTERLY ALONG CENTRAL L AND NORTHWESTERLY 32 FEET TO CHISELED SQUARE ON TOP OF CURB / O OPPOSITE FIRE HYDRANT O / BUILDING C FF=1311000 PAD=1310017 SEE STRUCTURAL PLAN FOR BUILDING LAYOUT (FOOTPRINT SHOWN FOR O REFERENCE ONLY) 10.3' DIGALERT REVISIONS TY 0 CALL BEFORE YOU DIG! 1-800-227-2600 UNDERGROUND SERVICE ALERT Call at least 2 working days prior to excavating. DESIGNED B Y • DB 0 SEE SHEET 5 APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. zo Z5 1-51log ROBERT K. MOEHLI G RCE.No�QQ66 D T DRAWN BY: DB CHECKED BY: CITY ENGINEER EXP. DATE 6/30/2005 SEAL Q�OFESSIONq� BARRY J. COWAN LLJ No. C46568 EXp.6-30-07 lr/l CIVIL41 OF C NOTE: FOR HORIZONTAL CONTROL, LINE (L) AND CURVE (C) DATA TABLE, SEE SHEETS 11 AND 12 OF 21 RESPECTIVELY. J. 14502 IN Al RICK ]ENGINEERING COMPANY ILLLIL"XIM TM Diego Riverside Orange Phoenix Tucson I City Blvd West, Suite 1285 • Orange. CA 92868 • (714) 939-1440 • FAX (714) 939-1441 . wwwxickeng.c:om PREPARED UNDER THE DIRECTION OF: BARRY J OW N, RCE #C46568 (EXP.6-30-07) DATE 20 10 0 20 40 60 GRAPHIC SCALE 1"- 20' UNAUTHORIZED CHANGES: CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. SCALE: AS SHOWN DATE: 5/20/05 �Ln I I 0 I 20, I � w V) X W M �P CITY OF LAKE ELSINORE FINE GRADING & UTILITY PLANS FOR LAKE ELSINORE MARKET PLACE HORIZONTAL CONTROL SHEET 4, OF 21 SHEETS FILE N0. 1 PLOT DATE: 1 0- JUN- 2005 JN 14502 LIMIT OF WORK V) w a aL CLCL Z ? z U w 1 > z Lt� C n w �wz Ln I w J m UJ LO L U N Cr Q M C QL C PREPARER OF THESE PLANS AND THE CITY ENGINEER. FOR I 21 rn AS SHOWN LAKE ELSINORE AAARKET PLACE SHEETS 0 s 4-- C � a No o n Ln E — a O U L C r :... C � O n U / �0 fl > C ° N a L / O U) / L �o C -0 _ C ao BENCH MARK: L c� �N CITY OF LAKE ELSINORE BM B-95-56 (D DESCRIPTION: CHISELED SQUARE C ON TOP OF CURB, ELEV = 1274.91 LL- o LOCATION: FROM THE APPROXIMATE /C o INTERSECTION OF COLLIER AVENUE 0 o N AND CENTRAL AVENUE 66 FEET Ln I z SOUTHWESTERLY ALONG CENTRAL L AND NORTHWESTERLY 32 FEET TO / cry CHISELED SQUARE ON TOP OF CURB / o OPPOSITE FIRE HYDRANT 0 / DIG ALERT tTM CALL BEFORE YOU DIG! I-800-227-2600 UNDERGROUND SERVICE ALERT Cal at least 2 working days prior to excavating. SEE SHEET 4 BUILDING F FF=1313.00 PAD=1312.17 SEE STRUCTURAL PLAN FOR BUILDING LAYOUT (FOOTPRINT SHOWN FOR REFERENCE ONLY) . . . . . . . . . . . SEE SHEET 6 ��• r. v a av `vv.r REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. ROBERT K. MOCHLING RC . KI .63056` DATE DESIGNED BY: DB DRAWN BY: DB CHECKED BY: CITY ENGINEER EXP. DATE 6/30/2006 SEAL Q�pF ESSIONqI w BARRY J. COWAN On No. C46568 -tx EXp.6-30-07 J�ql C I V I L OF /V43.56.3,9 E 1269.42' BUILDING G FF=1313.00 PAD=1312.17 SEE STRUCTURAL PLAN FOR BUILDING LAYOUT (FOOTPRINT SHOWN FOR REFERENCE ONLY) J. 14502 [ZLZINJ [XI RICK ]ENGINEERING COMPANY NoI XLm San Diego Riverside Orange Phoenix Tucson i City Blvd West, Suite 1285 • Orange, CA 92868 • (714) 939-1440 • FAX (714) 939-1441 • www.ricken&com PREPARED UNDER THE DIRECTION OF: 62A� q 04A.'N., BARRY J CO AN, RCE #C46568 (EXP. 6-30-07) 20 10 0 20 40 60 GRAPHIC SCALE 111- 201 UNAUTHORIZED CHANGES: CITY OF LAKE ELSINORE SHEET CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE 5 RESPPLANOS.NSABLEOR LIABLE CHANGES TOF�ESE PLAN�RMUSDTCBENGES APPRO�EDHESE FINE GRADING &UTILITY PLANS OF BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. FOR I 21 SCALE: AS SHOWN LAKE ELSINORE AAARKET PLACE SHEETS G/50/,05 DATE: 5/20/05 DATE FILE N0. HORIZONTAL CONTROL *-7 3c� PLOT DATES 10 -JUN -2005 JN 14502 c m 1" L C L Q? Q N , 0 Q Ln E O U — a O () L / +- C C N O n U ,- (D (D 0 > C O O n L / O cn o C -o C +00 L U} N 00 � U � T -- C / Ln LL 0 / C 0 C\J L C\J 0 0 Ln i z > L -D / Cf) 0 0 / :..:.. :: - • . - �I�R�V�tvtEi�tT� �``� :. � .�... - , DETAIL SHEET 2 ------------------------------------------ ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ ----------------- .-- - ------------ ----------------------------- ------------------------------------------------------------------------------------------------------------------------------("J BENCH MARK: CITY OF LAKE ELSINORE BM B-95-56 DESCRIPTION: CHISELED SQUARE ON TOP OF CURB, ELEV = 1274.91 LOCATION: FROM THE APPROXIMATE INTERSECTION OF COLLIER AVENUE AND CENTRAL AVENUE 66 FEET SOUTHWESTERLY ALONG CENTRAL AND NORTHWESTERLY 32 FEET TO CHISELED SQUARE ON TOP OF CURB OPPOSITE FIRE HYDRANT DIG ALEPT tTM 0 CALL BEFORE YOU DIG! 1-800-227-2600 UNDERGROUND SERVICE ALERT Cal at least 2 working days prior to excavating. REVISIONS DESIGNED BY: DB DRAWN BY: DB APPROVED CHECKED BY: W. 5.3 0-11(812-005 DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. ROBCRT K. MOEHL G fiCE o 3056 DA E CITY ENGINEER EXP. DATE 6/30/2006 SEAL Q ESS/aNq� BARRY J. COWAN ?� No. C46568 EXp.6-30-07 J�ql CIVIL F OF C N\2 CENTRALAVE (STATE HW 74) 26 NOTE: FOR HORIZONTAL CONTROL, LINE (L) AND CURVE (C) DATA TABLE, SEE SHEETS 11 AND 12 OF 21 RESPECTIVELY. 27 _ 1 4/ '0 10 0 20 40 60 GRAPHIC SCALE 11`- 20' J. 14502 UNAUTHORIZED CHANGES: RICK ]ENGINEERING COMPANY CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE KATM San Diego Riverside orange Phoenix Tucson PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED 1 City Blvd west, suite 1285 - 0MV, CA 92868 - (714) 939-1440 - FAX (714) 939-1441 - wwwxickeng.com BY THE P R E P A R E R OF THESE PLANS AND THE CITY ENGINEER. PREPARED UNDER THE DIRECTION OF: BARRY COWAN, RCE #C46568 (EXP. 6-30-07) SCALE: AS SHOWN (pA0 /OS DATE: 5/20/05 DATE CITY OF LAKE ELSINORE SHEET 7 FINE GRADING &UTILITY PLANS of FOR 21 LAKE ELSINORE MARKET PLACE SHEETS FILE N0. HORIZONTAL CONTROL -7-3-01 PLOT DATE: 1 0— JUN— 2005 JN 14502 L a 0 U on C cu aj C c w V ix M 19 0 C L Cu v n c O a Ln E -:r O U — U O () C C N O U / I O U > C O on O cn _ 7U / L m 0 C Cn (\I i U r,-) C / t -n tl O / C O tV L CV O 0 Ln I z �r > L / U) /o O / BENCH MARK: CITY OF LAKE ELSINORE BM B-95-56 DESCRIPTION: CHISELED SQUARE ON TOP OF CURB, ELEV = 1274.91 LOCATION: FROM THE APPROXIMATE INTERSECTION OF COLLIER AVENUE AND CENTRAL AVENUE 66 FEET SOUTHWESTERLY ALONG CENTRAL AND NORTHWESTERLY 32 FEET TO CHISELED SQUARE ON TOP OF CURB OPPOSITE FIRE HYDRANT P/L 1V4.1'47'00'E 198.41' ______________ I ......_...__ :r .'-.___.__ ._ --------------------------------------------------------- i I�\ • 5 --_ .............................. N, N ------------------------------ ^ N .\ PROPERTY LINE & yam; -� .. •-;:- LIMIT OF WORK1141. ------------------------------------------------------------------------------- --------------------'------.........------------.---------------------- - DIG ALERT TY CD CALL BEFORE TM YOU DIG! 1-800-227-2600 UNDERGROUND SERVICE ALERT Call at least 2 working days prior to excavating. REVISIONS I J APPROVED DESIGNED BY: DB DRAWN BY: DB I CHECKED BY: (81 2005 DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. 01 Of loe /4e 04 /A�� ROBERT K. MOEHLI�IG E.No. 56 DAT( CITY ENGINEER EXP. DATE 6/30/2006 SEE SHEET 9 SEAL Q�oFESS]aNq� C BARRY J. COWAN °C No. C46568 EXp.6-30-07 J� CIVIL �Q 9jF OF CA`\Fo�� J V1 v �' r� rr- PARCEL 15 IMPROVEMENTS PER PM 32369 PRECISE GRADING PLANS > > •.- BY EN ENGINEERING. --------------- DD()DC0TV I IKIC 0 /V43 05?5"T 9'F :.. BUILDING Q FF=1309050 PAD=1308067 =_="= SEE STRUCTURAL PLAN FOR BUILDING LAYOUT (FOOTPRINT SHOWN FOR REFERENCE ONLY) ........... :. ; ----------------- ......v.:....v.:.v.•:.•..•..•r:.$v:}.::-•}.{}v: r;=._:r.w}{{..:_}•}.::.:::}..:..:�.•:::... �.: _:::}._:}{::r?.ti�: _v: }}:} :}:.i:$�r.::. ::?::{'}. _•rii"r. �}: ?::-}:}.ir$:}.$}$.i.riv..".rv..$: .}.i.}}j_}: }}}?'�.'j-�`•: • .}.}.{..::.::."t -....5......:..i.?. .................................................... __.�...}.};.}}i`v}$'v$:$$}}i}$:•$'`:i:-}.:{.:$.$.iri:v':{:-:-$v::••?•{:: ?'va:• • •v•::: ::•: ................................................... .....:..........v.....}ii}:?:$:i .v:_:.•�.•::::... :: S}ir":i.......................... .......................................................-. 3._........ ............ :i:{ .... ....{................ .} . v..{• • C ..:v$i:?i$}: :{}$:$;_r{ii}}}........... :/ .v:.•:.._: .}_ _ }:}:i;}::_.s:•::_._ } }_: -: $i %r_ }_} }.;�i... . r{^';:}:?ii-}:v S}}:?:}}r:.:.•.::.:.•}}}:v.:{x} {}.•.:.....• v.....:•. r:ev.• ...:: it ti:: :..::.v.::•. .: -}}::: "i................................. NOTE: FOR HORIZONTAL CONTROL, LINE (L) AND CURVE (C) DATA TABLE, SEE SHEETS 11 AND 12 OF 21 RESPECTIVELY. J. 14502 RICK ]ENGINEERING COMPANY Tm San Diego Riverside Orange Phoenix Tucson 1 City Blvd West, Suite 1285 • Orange, CA 92868 • (714) 939-1440 • FAX (714) 939-1441 • www.rickengcom PREPARED UNDER THE DIRECTION OF: BARRY CO AN, RCE °C46568 (EXP. 6-30-07) DATE 11 'o 10 0 20 40 60 GRAPHIC SCALE 11"— 20' UNAUTHORIZED CHANGES: CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. SCALE: AS SHOWN DATE: 5/20/05 0 Uj ul 2 co LU LU co CITY OF LAKE ELSINORE SHEET 8 FINE GRADING &UTILITY PLANS of FOR 21 LAKE ELSINORE MARKET PLACE SHEETS FILE N0. HORIZONTAL CONTROL PLOT DATE: 10 -JUN -2005 JN 14502 c m 0- E 0 Cn CU v� c w x Ix Mae r. �C L (D Q N. O Q Ln E O U 0 O (} L / C Q? O n U / I O > C O O — N Q L / O / L � o C -a C C) L (n N 0. / Ln o / C o N L N 0 0 Ln I z ,I- > L / U) i / o ------------------------------------------------------------------------- i PROPERTY LINE & LIMIT OF WORK i 6' PUBLIC UTILIT.Y EASEMENT RECORDED 2-8-fi T---;9000 57, PAGES 9 &,. 10 CJF: "MAPS, O.R. & INSTRUMENT ; NP_K 41194,:-" RECORDED 5=12=67, 0'.R. SEE SHEET 8 BUILDING S FF=1308.00 � PAD=1307.17 P/L IL � � n 0 PROP. EP & LIMIT OF WORK L � BUILDING T �I FF=1307x50 II PAD=1306.67rF r II PL J J El - BUILDING BUILDING A I FF=1309.00 � � PAD=1308.17 39' 39' '100' V1<- -------------------- .' R / W 97.27' 131.06' 97.01' R / W Q� ..:.. .•. 'e . a. :.....:. 926 4 ................................................. ......... .............................. _- ....../......" -------------------------- , - W -"--"-"--""--"-""--"-".•-""•"-•-----•-••-•-•"-•".•".••............................................ ... }. ..... . - - a __ _ _ ___--.."-.---.-.-. __ __ ________ __ ____________. _ .. _..____.... _..... _. _._ _ _ _ __ _ ______________________ • •� _______ ______ __________________ ___________________________ __ _ ____ _ ___ ______..___._________________._________-_._._______ ----------------------:-- -----------------_-'-- •'---:a:.------- - -- _----------- -- -- ....-------- --------- ---- ---- - CENTRAL AVENUE -------------------------.....-----=_- -.= - -- ------------------------------------- ------------------- ... �• _ -- - .. -- - ,.. ----------------------------- _: , :.. ----------------- -PM OFFSITE •.. 32369 ;:. r. .....:.........::. - - -------------------SIDEWALK :;; ,... y IMPROVEMENT PLAN EXISTING -- XI - T� N- - - - �� E S G ..., .. "-•- t X Sf}E-VAL-K-_...-- ....... CURB & GUTTER 5 'S. 16 17 18 19 CENTRALAVE 20 21 , (STATE HW 74) NOTE: FOR HORIZONTAL CONTROL, LINE (L) AND CURVE (C) DATA TABLE, SEE SHEETS 11 AND 12 OF 21 RESPECTIVELY. �O 10 0 20 40 GRAPHIC SCALE 11" 20' 60 Uj LU 2 W. q..'0 11 l8 2005 BENCH MARK: REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL J. 14502 SHEET COMPLIANCE WITH THE APPROPRIATE Q�OFESSIONq� UNAUTHORIZED CHANGES • CITY O F LAKE ELS 1 N � R E - -ALEAJLRICK ENGI G COMP��NYCITY OF LAKE ELSINORE BM B 95 56p CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE g TY CONDITIONS OF DEVELOPMENT AND/OR ��`� F2RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE DESCRIPTION: CHISELED SQUARE o CITY AND STATE LAWS, AND A PERMIT y TM Diego Riverside orange Phoenix Tucson PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED FINE GRADING & U T I L 1 T Y PLANS OF ON TOP OF CURB, ELEV = 1274.91 CALL �; BARRY J. COWAN �, IfIlAn CAN B E ISSUED. �, �+ 1 City Blvd West, Suite 1285 • orange, CA 92368 • (714) 939-1440 • FAX (714) 939-1441 • www ricken&mm BY THE P R E P A R E R OF THESE PLANS AND THE CITY ENGINEER. 1 LOCATION: FROM THE APPROXIMATE BEFORE rvo• C46568 "' F 0 R INTERSECTION OF COLLIER AVENUE YOU DIG! 41 Exp•6 - 30- 07 SCALE: AS SHOWN LAKE E L S I N 0 R EMARKET PLACE SHEETS AND CENTRAL AVENUE 66 FEET / Q PREPARED UNDER THE DIRECTION OF: SOUTHWESTERLY ALONG CENTRAL 1-800-227-2600 ��"! $ ,�` os s� C I V I L �� FILE N0. AND NORTHWESTERLY 32 FEET TO UNDERGROUND SERVICE ALERT ROBERT K. M�EHL.TN6 RCE.f�o. X56 D E qTF OF CA`���� �� �ps DATE: 5/20/05 CHISELED SQUARE ON TOP OF CURB Cal at least 2 working days prior to excavating. - HORIZONTAL CONTROL OPPOSITE FIRE HYDRANT DESIGNED BY: DB DRAWN BY: DB CHECKED BY: CITY ENGINEER EXP. DATE 6/30/2006 BARRY JCOWAN, RCE #C46568 (EXP. 6-30-07) DATE PLOT DATE: 10 -JUN -2005 JN 14502 c 0- E 0 rn a� cu c w x U 00 O L 4- 0 C L CU d) n N O Q Ln E v O U O O U L / c O n U / O O c O O — N Q L / O Un / L 0) o c a L V) Ctl � U � c Q:� / i -n LL- O / C O CV L N O O i Ln i z L .. / O O / F- BENCH MARK : CITY OF LAKE ELSINORE BM B-95-56 DESCRIPTION: CHISELED SQUARE ON TOP OF CURB, ELEV = 1274.91 LOCATION: FROM THE APPROXIMATE INTERSECTION OF COLLIER AVENUE AND CENTRAL AVENUE 66 FEET SOUTHWESTERLY ALONG CENTRAL AND NORTHWESTERLY 32 FEET TO CHISELED SQUARE ON TOP OF CURB OPPOSITE FIRE HYDRANT DIG PT TY 0 CALL BEFORE YOU DIG! I-800-227-2600 UNDERGROUND SERVICE ALERT Cal at least 2 working days prior to excavating. W. S. N 0711 a 2005 REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. ROBERT K. MOEHLIN RCE. .63056 DA DESIGNED BY: DB DRAWN BY: DB CHECKED BY: CITY ENGINEER EXP. DATE 6/30/2006 SEAL Q10ESS'441 Fac vi nAnnv 1 ('AMA AI -1 No. C46568 it EXR.6-30-07 J�gTFCIVIL OF C NV NOTE: FOR HORIZONTAL CONTROL, LINE (L) AND CURVE (C) DATA TABLE, SEE SHEETS 11 AND 12 OF 21 RESPECTIVELY. 20 10 0 20 40 60 GRAPHIC SCALE 1` 20' w x m m =4 ,.14502 I z I N I m RICK ENG G COMPAQ San ]Diego Riverside orange Phoenix Tucson 1 City t lvd west, suite 1285 • Orange, CA 92868 • (714) 939-1440 • FAX (714) 939-1441 . www.rickengoom UNAUTHORIZED CHANGES: CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED BY THE P R E P A R E R OF THESE PLANS AND THE CITY ENGINEER. CITY OF LAKE ELSINORE SHEET 10 OF 21 FINE GRADING & UTILITY PLANS F O R LAKE ELSINORE MARKET PLACE HORIZONTAL CONTROL SHEETS SCALE: AS SHOWN PREPARED UNDER THE DIRECTION OF: Av� 0 a os FILE NO. DATE: 5/20/05 BARRY J CO AN, RCE #C46568 (EXP. 6-30-07) DATE PLOT DATE: 10 -JUN -2005 JN 14502 c� 0 V c cu Qj c c w x V m m 0 -C '4- 7U C � (1) U) CL C\j . 0 CL Ln E ,q- 0 Iz- 0 I-, - - 0 0 o L ,,- +- C: C Q) 0 CL_ U ,- I 0 - � 0 > 4- 4- C 0 0 - N Q_ L'I- 0 U) = -0 Z �_ CD 0 C -0 - C U C) 0 -+- r L V, 1\1 (D y .. I () r.-) (D - Ir - C cl� .- ,,- Ln LL_ ,-- 0 ,- C: 0 C\J L C\J 0 0 1 Ln I Z 1�1_ > =) I;- L _D z U) I .. -I- 0 0 ,- 7 -- LINE DATA TABLE No. No. No. , - � .- .. � . , , . : ::., : : : .,.. .. - - I .. . . .- . � ... - : : , .. .. .. . . I .. .... ... .. ... ..... . : : .-,- -. .. .. . .. : .. -.- � Ll N 46" 06' 41 If E 184. 48 L125 IN 430 56' 39'' E 4.50 6'' CURB L248 N 43056'39'' E 12.48 . t : : :;� I � - _._. .. � ". ... : : .1 ...: ... .. .. � . " : : ... . " .1 ... ... . � - w ': .., .. .. � .. , . : .� ... ... .. .. . *. ::; .. .... ... .. .. ? .. . : : : ,-.. . ....... - � L2 IN 43"56'39" E 116.81 L126 S 460 03' 21 " E 15.50 6'' CURB L249 N 43*56'39'' E 16.00 6" CURB .. I I I : ; -.. - - � .. I : :11 ,,,,:,, .. ...:: .:. .. ... .. .. , .. . . - .. : . . . . : : .:. .1, .. .. .. .. .. .. I ? .11, .� .... ..- . .. . . - :11 : .. I - - .. - I . .... - . . � .. . L3 IN 43*56'39" E 24.92 6 " CURB L127 S 46* 03`21 " E 15.50 6 " CURB L250 N 460 03' 21 " W 45.00 6" CURB .. .. : - ::) .1 .. .. - ....... .. .. I . . . . . :." .. ..., ....... .. .. .. .:1 : .:.,. : .. � , ....... ... .. � - - : .. .. � .... . . - - .. .. .. .1 : . . .. ..... . . : . .. - : - - .... - . L4 IN 43"56'39" E 15.50 6 " CURB L128 S 4 6" 03 " 21 " E 30.00 6'' CURB L251 N 48034'57'' W 133.75 .. I :;; : ....,. . .., ....... .. .. -1: : � 1; : .. . ... . .. . . : . -,-.: -.-.-.. .. .. .. _ � . .. .." .. . :�, . : .. -.-! ..... .. . . , .. . ? * I - .. -,. � .. - ! * : � .... . . : . I - L5 N 43056'39" E 15.50 6 " CURB L129 S 46* 03'21 " E 35.00 6" CURB L252 N 43*56139" E 1.50 6" CURB - - : ro ..... .. � r- F% F-1 . . __ : . ... - ... � .. ? :) / .. .. : ,�, � . Lr) : .1 ... - .. .. .. . .I " - ... � .. ? ) . .,. � . �.. � i:) - . w .. ---- - � �_ . . : ::) : : . _F _�, I ... I A L6 N 43" 56' 39" E 15.50 6 " CURB L130 S 46* 03" 21 " E 35.00 6" CURB L253 N 43056"39'' E 1.50 6" CURB . . . ! : -�. �. ...... .. . ? , .. : :!, : *11'. ... . .. "I : : .,.,-,.: %-'-'- ... � , .... - �_ ... - . 11 ....... .. � � .'* : . :1 ; : .,;� ....... .. . * : , A . � L7 N 43*56'39" E 15.50 6 " CURB L131 IN 43*56"39'' E 2.83 6" CURB L254 S 460 03" 21 " E 35.00 6" CURB .* .. . . -1 �'. . .... - - I- . .. .. ..... .. .. :1 : I . � .. . : : .. 7K � .. .. : I : .�, : : : . ... ....... .. .. * , -, , - I '' .... . .. . . : .) .I .11 ..... . ? . .. ... . � .. .. : : : I., ; : : .. �.: 1. .. .. � PARCEL 16 IMPROVEMENTS PER . . ... .. .. .. I I ", � L8 S 460 03114" E 2.00 6 " CURB Ll 32 N 43* 56' 39'' E 2.83 6'' CURB L255 S 460 03" 21 " E 30.00 6" CURB .. .. . ,:. : t ...: .. .. .. , , : - . : -1 ... .. ". .. � .. .. : .. . . ... .. . � . - : -1 X. * * , � 3 . :1, : : .. ...: .-, .. .. � L 9 N 430 56' 39" E 15.50 6 " CURB Ll 33 S 460 03' 21 " E 30.00 6" CURB L256 S 460 03' 21 " E 30. 00 6" CURB .. .. : : .. .. .. . .. : .1 : : .. A ... - � .. .. : t .-.: ..... .. � .. . I I : � : . . ....... .. � PM 32369 PRECISE GRADING PLANS - '. ....... .. ? . .. .... . 1. .. :11 : : I * L10 S 460 03114" E 28.00 6 " CURB Ll 34 S 46* 03/ 21 " E 30.00 6" CURB L257 S 460 03" 21 " E 15.50 6" CURB . .. : . ::) : : .. ...; ... . � - ` .. ....... .. .- - - .. .. .. . ....... . . : . ... - .... . � , e` : ....... - - - : . ... .. ? . .. : : ... . �. . � _1� - : . ... 11 .". .. : : ::; : : : . A' ....... � � BY FUSCOE ENGINEERING. - - . � . ....... .. .. . .. . : .. .... ..- .. � L11 N 46" 03" 1 4" W 0.50 6 CURB Ll 35 S 46* 031 21 " E 35.00 6" CURB L258 S 460 03" 21 " E 15.50 6" CURB 1. 1, :3 : : .. '... -.. � .. .. .. . : : I : ,� ? . . .. .:: . : .. ... � . .... .. � .. .. - . . - .. .. '. .. : ... . : .. � - ..... .. � L 1 2 N 43056'39" E 51.01 6 " CURB L136 IN 430 56' 39'' E 2.83 6'' CURB L259 S 460 03' 21 " E 16. 50 6" CURB , ..::. : -:I : : .. .... .-'. � .. .. .. .. . . : % .. - . . . �.. .. � .! . - - - --- ? . . . : .. 4. - � _���� I I - .. : ::1 ; : .. .... . _ ! .. - . . ....... .. .. . . . . : ....... .. .. .. L 1 3 IN 460 06' 41 E 157.25 L137 IN 430 56' 39'' E 2.83 6'' CURB L260 N 43056'39" E 15.50 6" CURB .. .. ::1 : : .. x : � .. .. .. . . I .. - : ....... .. � I . .. I ::! ; : .. ... %-.-.- .. � .. . . : : - , ....... .. � � . , - - . .. - .. .. . . . ::., : : . t .... .-.--- .. � .. .- : .. . ....... .. P .. C L14 S 460 03' 1 4" E 67.00 6 " CURB L138 S 460 03' 21 " E 30.00 6'' CURB L261 S 460 03/ 21 " E 15.50 6" CURB . � : -1 x : ....... .. ? .. .. .. : :: ,I : : ; - .... - .. . .- : . . ... ! � . - .... .- : � .. .. . I , .. ...: ... � .. .. .. . .. .. . . .:) : : ; .. .. ... � .. � .. .. . . . ...? : L15 S 46" 03" 1 4" E 63.00 6 " CURB L139 S 460 03' 21 " E 30.00 6'' CURB L262 S 460 03' 21 " E 15.00 6" CURB .. .. : : .1: : : : w "' I -, - - .. .. � . . . : ... ... . � .., .'. - - : . ...: .. .. � . . : .I .. ... � .. � " " .. .. : : ::3 : .. .... ...7 .. � .. , . 1. -.-, .% - - 1. .. . . . -.- .... . � . .. L16 N 43*56"39" E 18.50 6 " CURB L140 S 460 03" 21 " E 35.00 6'' CURB L263 S 46*03'21'' E 15.00 6" CURB .. .� :!, : : : . , , -_.. .. r � .. � ...... .. � - : ; . -..! ....... .. ? .. .. .. .. : ::; � I .. - . .. .. .. : . . .- .. � .. . - : : .. ....... .. ? " .. .. : ::) : .. X.: ..... . - .. - . . . . . �. ...._. .. " I L17 S 460 03" 1 4" E 75.00 6 " CURB L141 S 460 03' 21 " E 35.00 6'' CURB L264 S 460 03/ 21 " E 15.00 6" CURB 1. ". : : ::: ; : : -1 ...: ..-., -. � . .. .. ... ._ . � .. I .. - . : : : .. � . ..�.' .. r .. . .. . . :: " : .. , ..... . ? I *. - . - . . .. � �. - .. -. : I A ... .. .. -� .. . - : : : .. .� , .. L18 S 46*03'14" E 15.50 6 " CURB L142 IN 43" 561 39" E 2.83 6'' CURB L265 S 46* 03" 21 " E 15.00 6" CURB , . : .1 ; I ? " .. , , : : :�: I I . .. ...: .. .. .. - .. � . .. - - : . .. ... . � .. . .. .. I ,." : . . .:. .. .. � .. .. . . . : : -1 .. I , .. . � . .. . .. - .. , ; : ::] ,-'-:-, ; .1 . ... .. � .1 .. L19 IN 430 56' 39" E 27.00 6 " CURB L143 IN 430 56' 39'' E 2.83 6'' CURB L266 S 46*03'21" E 15.50 6" CURB .. ; ... .-, .. � .. . .. .. ::: ;111 .. ..: ....... .. � ...................... _ .. .. : .1 ; . ....... .. - ,�,����. ----------------------- .. .. :11 , . : _., .. .� ..- � . . . . . : : .". .. � .. L20 S 460 03' 1 4" E 11.64 6 " CURB L144 S 460 03' 21 " E 30.00 6'' CURB L267 N 43"56'39'' E 6.01 6 If CURB .. .. . . . ....... .. w . :1 ; : : . I .. .. .. Al : : . ....... .. - I., .. - - : :�: : : : . ..". .. . ' .. . . ; ....... .. � 1% X.v I . . : - ... ....... .. � .. . . :1 : -.-: .... . .. .. ... . ? .- -..-. : : � ... I ... .. .. � .. .. . ... : : .. .. ... .. .. - .-- .. .. : . . -.- .. .. .. �� - L21 S 00 04' 59" W 15.50 6 " CURB L145 S 460 03' 21 " E 59.33 6'' CURB L268 N 430 56'39'' E 4.50 6" CURB .. .. : :1 � .., . . ? -� " ' : - I . .. -1 ... .. .. � ........ . . : :11 : t ...:: , .. -. -.....�11%,".-�.�.�,�,.....,,.,�������...���� .. .. . � .. � -_ L22 S 89*55'01" E 16.46 6 " CURB L146 IN 43* 56" 39'' E 16.00 6'' CURB L269 N 43*56'39'' E 68.00 6" CURB '. , : : .�, . . ..... .. .. ...'. .. � __� . . :: IMPROVEMENJS PER i , ... .. .. .. :1 : .. . : I..-.'- .'- � - ' ... : .... . � � _. ... . .. .. . ' " .. ....... .. . . - . : . . I I : � ,�', ...... �- . L23 S 890 55' 01 If E 54.00 6 If CURB Ll 47 S 460 03/ 21 " E 54. 00 6'' CURB L270 N 43056'39'' E 54.00 6" CURB .. .. ;�'. : . .... . _ . � . . .. : PM 32369. ----OFF SITE .. A -, : . I :!! : t -�., -.--.- I . : : ....... .I � . . . ... ; � - .. � . : ::., ; -1 �', .-.'* -1 � ' , 1---:: : - . .. ... .... - - .. : IMPROV . -.-: .-.-".-*. -, � - . . ... .. -, � .. : .. -.. I 1w. * . � L24 S 0" 04' 59" W 15.00 6 If CURB L148 IN 430 56" 39'' E 15.50 6" CURB L271 N 43056'39'' E 77.00 6" CURB ,.-: : :�', : E M E 1`4-T-` PL A IN � - � . .. - . - . . i -I w � - . L25 S 00 04' 59" W 15.00 6 If CURB L149 S 460 03" 21 " E 18.56 6'' CURB L272 N 43056139" E 235.03 6" CURB .. � :1: : : . .,-. .... .. .. . ..... , . . : I : .11 : : ,.: ".." . . ..., .- � - - . I ... . . . . . . . .. .. � . - --' . "' ... . - � .. .. . :1, : : . .... '.. � ' .. . . ' -.. .. a � I v! ..... : � . . . 6 3 -0 -. �.. � .. .. .. : .. � . . L26 S 890 55' 01 If E 54.00 6 " CURB L150 IN 430 56" 39'' E 113.98 L273 S 460 03' 21 " E 83.00 6" CURB .. ..:. 36.0' : , 0, .' .. -� �. . . I V.- .. �.. - .- � � .. I.- ----N-- i . ,.- : - .. - : ...� . ": - ........ I . . �, . � . - ; . � �_ . � L27 S 00 04' 59" W 15.00 6 " CURB L151 S 460 03" 21 " E 15.00 6" CURB L274 N 34030'42'' E 15.50 6" CURB . : I : :�, : ;: . '.. � �. .. I - .. .... �.-. - . . . : . ... : .... I I .. .. : '� . .. � . . .. .., ........ . .. L28 S 0*04'59 W .. .. . : : . -.-.-.% - . 15.00 6 If CURB L152 IN 460 03' 21 " W 15.00 6" CURB L275 N 55029'18'' W 36.00 6" CURB . .. I :: I : : . I � .. ...... .. � - I : .- .. .. , . : ... : : : . : ....- . .. 1. �. � .. - � .. .. : : ::: ; : : d ...: . .... , . � .. .. . . . . . .. � , . .1. � *. �. .. .. - : : - - .... . - L29 S 890 55' 01 If E 54.00 6 " CURB L153 S 460 03" 21 " E 15.00 6" CURB L276 N 320 1 O' 29'' E 1 5.00 6" CURB . � I ::J ; .. -w . .. .. . .. �.� , ,' .. � : ::! : : �-: � -�. ... % ... . - : - . . .. I. : . ... .� .. - .. . : : ::: : : L30 S 09 04' 59" W 15.00 6 " CURB L154 IN 4 6'0 03 " 21 " W 15.00 6" CURB L277 N 43*56'39" E 15.97 6" CURB . , .. .. ....... .. . .. . ... _.' ........ . .. %_ : : ::1 : . : . ... .. e..... .. . ,. .. -, .. ....- - w .. � - - : . . .. _. : ... : . ......... .. .. . : ; .. ', -� ........ .. �.� .. " .. ...... .1 ... I . . I ...N.', '-. .. L31 S 09 04 " 59" W 15.00 6 " CURB L155 S 460 03" 21 " E 15.50 6" CURB L278 N 570 49/ 31 " W 1.47 6" CURB .-..' .... . ::; � : : 1. I .. .... .. .. . .- ... : ;:) : . : . . ....... .. . .. -, .. .. .. : : ::: ! : .. . . .. I - . I .. ...... .. % - . m .. .... -� .. .. . : : *. �1'1 % �-. % '. .. L32 S 890 55'01 If E 54.00 6 " CURB L156 S 460 03" 21 " E 30.00 6" CURB L279 N 55029'18" W 1.73 6" CURB .. : : ... I - . - . . : ::) ; : ... ...... - .. .... .. '-. .. .. -, . .. % ". ` . .. . .. : -.-: ... -.- - . ........ - t - . ::: : : - -.. . r .. .. .. I.. .. ......". _. � . - . -� -. -.-.-.-.-_ . : : ::; : : ... .; ... . .......... . .. L33 S 280 43' 29" E 15.80 6 " CURB L157 S 460 03' 21 " E 35.00 6'' CURB L280 S 460 03" 21 " E 27.00 6" CURB .. .. ..::- - , � .. .. .. . . % `,........ -, r .. .. : : ::1 : . . -.� . .. .......... _� .. .. .. � . _. . LIMIT OF . . . : .1 , .. - ..... ... .. .. .. .. ... - - .. L34 S 00 04' 59" W 15.50 6 " CURB L158 IN 430 56' 39'' E 20.00 6" CURB L281 N 43056'39" E 34.95 6" CURB .. .. ::: : . .. � I- .. ; : : : .. -, --------- - I -.-.- .. .. .. .� - ___ .... �� -w. ". .. .. . .. . - .. .. . : :11 : ; ... �. _... �. __ ...._.- ... . WORK .. .. . �- .., -_-.-. ' � L35 S 890 55' 01 If E 5.65 6 " CURB L159 IN 430 56" 39'' E 2.00 6'' CURB L282 N 43*56/39'' E 29.58 6" CURB .. . : : :1 : -, : : , . . . . -.-.�.'.'.-.-.. o . . I .. .. .. _.......... ...- � .. � - ::: . 'I', : ; I ... ,/ �� %-_�.-,. - .. - - ! , ... _: ...... .. ._�� .. .. : .. % �..... . __... '.w.:__��._�W�, . . . - 11 11 11 .. .. ::; .- _'_1 . : ; -. �. - , . _.. _ w�� ... . ... ........... - .- . L36 N 619 1 6" 31 If L 37.00 6 CURB L160 IN 430 56' 39 E 2.00 6'' CURB L283 S 460 03" 21 " E 1. 50 6 CURB .. I- : .-,,, : I : . � ..... ., . .. -0`-. �_.-... . . _w.,_-. I . . . I ............ .. .. ::., 11 : :: %, 0. ? .. --.-.-.--.-.-.-.-.-.-.-.-.-.-.-w ........... � - - .� __ - ... .. ......... ------- . ..-. . . . .. I ; : - ; : . . , - ................. � � ............. �-. .. �.-.-�.-.-.-....--�.---.-.-.-.-..... .... . ......... . � w.::____. __ - . . , - .. . ....... ...... - .... �...................................��................... ....... ... 11 .. .. .11 : : ; .. .- .. ............ .'.-..'.'.-.'�-.- ............... ` I : : % - .. . - � -.-..:--: ... ..... _...... * * - "'I" .----------.-----e----------------------- -- . . . . . .��............. .. ......... ... ............. .......... L37 S 280 43' 29" E 15.58 6 CURB L161 S 460 03' 21 " E 17.50 6'' CURB L284 N 57*49"31" W 2.05 6" CURB .� .. :1 : . I . % - �W....._ . ........................... .....................�.. I : ; . .. v..... - .. - ......... - - ----- � . .. . : :!: : � .. ............ �.��.......... - .. .... . ".,. .. .. : .11 : : ; : .. .... ..- .... .. .. .. _ . ........ . � ...... n .. ., : : .1 .. .... ,...... ........ _._ .. . . I ., .. .... .. . ... ........ _�mw ....... - L38 IN 439 56' 39" E 14.73 6 " CURB L162 S 46* 03' 21 " E 15.00 6" CURB L285 N 439 57/ 51 " E 18.77 6" CURB .. , : : :�3 : C14 ; : .. - �.... ....... ....._.................... __._ ..... � - .......'.. `_- .... , , . �.. . . .. , . � ... . ... ��".. , - , -- .. .. � : ::: : Ln __ : : %_ " . - . . __ ", .-.-.-.--. -*_�- - .,-.------, �-.-.-.- ..... -.-��.... .. . . " ... ... _. , .. .. 1. �... . . - .., . � - - I .'. L39 S 45054'53" E 63.00 6 " CURB L163 S 430 56' 39'' W 44.50 6'' CURB L286 N 46002'09'' W 0.88 . .. .1; : ; 1-11) _... . .1 I I .. .. -. : .3 :-, : , -, - ....., .. 1, '. _ . . . I. . - , .. - __ .. .. . .. - .;_..:...- . , _. - � . . �. .. .. . ... �. .- . , .. ., ... . . "" . . . .. . . . - .. -,%-�: -_ - _... :I - . .. .. - `X4 -..---.-, - - . . I I , . - .� ..'' .:.,.,. ... -1 . : . !�! : ; 1�6 ... . :,. '. 1. , " . *''. .. -., , . .1 .. .. ....... ....... .. .. .. .. 1. .. _. . :_ %--.. . - --: - . .. , . :1; , ........ � .,: - '. . �-_' --'. '.-- - '. '._ -.'. *.., -I' . ''. - . .. : . '' -, - .".. I L40 S 45054'53" E 16.51 6 " CURB L164 IN 430 56' 39" E 34.50 6" CURB L287 N 430 55' 26'' E 16.00 6" CURB � '. :, (I'll-,,. : : '' ... '. - . . : ... � ..... - - - � . :L! ; : 1- . ... . . . . � � I I L. . . .. .. . . ... .. 1. .. .. .1 ." " . . I �A_i ........ . I . I , � . I . . . . 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I!— � � � I P.A.R.C.E.L ... oil ..... : �.- . .. . . �... �� I � . I �- 32,369 - 11 .. .. : (X)o I :::, I.. I ... - � : ��, 1: 11. .. . : :: 1. . -1 . 1: - ____ __ - - ____ ____ .. .. ..... : I .......... �.-.,.-.,.,..-.-..,..,--.-.,-,�-.-�l-.�-.,--.,-,.�., . - . - 1.05 6 " CURB L171 IN 430 56' 39'' E 54.00 6'' CURB L294 N 46003/21 W 13.00 6" CURB ... .... RECORQE:D:�._IN__ .... . ............... � IN 430 56' 39" E .. __ �.- JE I—. .�._., L47 . .:! ; .> , ETAIL :SHEET 2'_ . � . ......... �,_ _��_.�__ _ � �1.1�,�I.I..'���..����.�,-�ll.,��.-.��.�-..-.- ::-:M, .. I. : . .... : : ry) ... . I.. I I . ___ � .. : - .. I .... . I � � I ----- .. .. : ::: -, :,.. .. . 7 .. � .1 ....... ...... m . . . ........ T�_ .. 1. . . . ... . ---.. ... 11 . � I . , .... . ....... . � -1 _. _ ......... � � L48 S 45"54'53" E 17.49 6 " CURB L172 IN 43* 56" 39" E 36.00 6'' CURB L295 N 43056/39'' E 56.00 6" CURB .. � - -...........-l- . �.-. � - 1. - �::::�::PMB�:� ..... ........ .i::]rL 1. 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L50 N 43056"39" E 18.00 6 CURB L174 S 460 031 21 " E 15.00 6'' CURB L297 N 43056'39" E 15.50 6" CURB . .. . � 1: :: .::::..q0 I �.. __ ..... � ... � ................. � ........... _ ..... � � .... �.���-�-����.�-��-�.�.���-��-�--�.�..� ...... � ... I .. . 11, : : � �. .. ._._ � _ _ ..... __ - 1. .1 : : ��tn �:�: - . 'k .. 1-11.- , . ., . � .. . � � .. ....... �..�.�.�.-�.���.-������-.��..��...-.-���.�.��..� ........ ... . � . ... � ::. -.-.-.-...-...-..-.-.-...-..-..-�-.�.�.I.�.-.,�.-.-..-..�.-.����.�.�..--�,.��.-.1. - ,v -. : ::! : : : ... �,:, �, __ ... . ... .,:.:.::: <D .. ......- .... I � . I - � - I _�,., � �_ � - � � - _,� __ - - � � � �_ - - - . - � _ I � ----- � ........... � .......... � .................... _1 . ........... ____ .................................................... : -.1 ::: : : . . : I , _ _. I __ - . �.. ., ... 1. � ... � ..... .... � .... ... L51 IN 43056139" E 12.61 6 " CURB L175 S 46* 03' 21 " E 15.00 6" CURB L298 N 4600312111 W 56.00 "....'... 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L54 S 45"54'53" E 17.49 6 " CURB L178 IN 430 56' 39 E 29.75 6'' CURB L301 S 43*46'43'' W 68.00 6 If CURB .. ... : : : . ... ........... ....... � - V__-.__._.-._..___.____- ....... .... - . �e. ...... ...... 9_._'_........... ......- . : � * : � ........ - .'. .'. :1! : : .z _._-1-* ....... . ...... _�W... --- 11 11 . . ; I � .... --m-mm". -.%:;..-_... ----- - : � _ ..", _.__.. .1 .: 1, : : -0 � ... : � ...... , .. . , - .. I ._.. - .. ... . . - : : : : _11�_ '. .. L55 IN 43*56139" E 3.27 6 CURB L179 S 460 03' 21 " E 198.08 6 CURB L302 N 46003/2111 W 12.99 6" CURB .. .. :1 : : . : -6 .. ,., : .1 , ._.�� .. .. .. ::1 : a , V � '. -7. m * - . - - . -w . I- ::I ; ; : : - 1.1", I .. LIMIT OF N 43"56"39" E 18.00 6 " CURB L180 S 460 031 21 " E 15. 35 6'' CURB L303 S 46" 03' 21 " E 25.00 - . '- .. .... . L56 . I : : : : ,�, :Z� . �. .. , . ::! ; , : . . - .. .- _. . ; �:-"-, .� 11 ... - .. : ::. ; : ... .. . WORK . :- . .... .. L57 IN 43" 561 39" E 14.10 6 " CURB L181 S 460 03' 21 " E 15.35 6'' CURB L304 S 43*46143" W 104.00 '. . : ; ','� -_ � ...., .. 1. I : ::1 ; : 1, .. - .. . - .. 1. -, . ; : : .. .... .. m .. .. . :.1 ; : .. .... .. . . � ... w L58 S 45"54153" E 17.51 6 " CURB L182 S 46" 03' 21 " E 13.00 6" CURB L305 N 46*03'21'' W 44. 57 .. '. I : : ,- .-.- .. ... �.........-'.-:---:::::-----.-::::.::::-�........-.--'�:.",.:,."�'-.-'-.-'-.".-.-'.-'��-��'���',�.-'-'-.-'-.-.-"-.,-�'�'���'��.-.,- , , , . , . '... ..... _-, . ... ........... ........... _ ........... .., ..... ....., .. . : :1; : .... .. - ................ ---!:::*:.:.::-:-::--'-.---. ... W�wwwwww ......................................... .. .. : ::I : : : .. ..�. ... _-, ::.- ... 0.---- ..... ...... ............ ........... .. . . : .. ", , _........ .. .... ...... - - ....-I.,i. . ... ......... � .. -------- "' -- ----- � . " ., ,,- _......".. Y, - . I, . .:1 .1 ..... I -, ` .... .. ........ .... . � _................_ ... ....... . - 3 � ` .. . 1. . L59 S 459 54" 53" E 17.49 6 " CURB L183 S 460 03' 21 " E 9.00 L306 N 43*56'39" E 184.48 .. .. ; , I . ................. -..-- I : : .., I i : �- .. . �. ................- . . . : ! : . - - ....'...........- ..-.-,- .. - - . ... - � . . . --- .-.-- ' .... 1. it .. ". I : : .... ... 11 :;I - _ =q - .. �., .. .. . . ,. ,� .-.- �...- - .... .. .. -, : : ! : : : : ., ., _-....__ - .....- I. ...., . . . ... . . .. -, ., ... . " ----- . ..... %....... - ---------------------------------- � ............ w- ... . ' , ____ ... � .......... ., - L60 IN 43"56139" E 27.00 6 " CURB L184 N 43956/39 E 16.00 6 CURB L307 S 30 1 9' 23'' E 5.37 I " : ::1 : i : : . .� I. - . . , , " .1 : . .... ... - - . .1 . .... �. _11 It ��.. .. .. . r ... .. ... .X......."," I- .. �. .. :1 ; : : ... .. . .. ............ e� ........_..-��- _ . I : .k. . : w, -.1, I .. "' .� -� - ; .. . - � I.. _�111' .1 ....... i .. %_ .. .1 ...- .11 . _ .. . : :!; : : : : . .. . .. .. .. .. - " '.. .�`.- .. .. I .. ��'. - - - .. L61 IN 43"56139" E 4.68 6 " CURB L185 S 460 031 21 " E 63.00 6 CURB L308 N 43056'39'' E 70. 41 , , . i (I- : .. .- . ...... - .-ev, I : : : : .. - .. .. _........... - 1- .. .. � . . :: 1. .. .. ... . .. �-.-.- - .. IN 43"56139" E " � : : : , ... .� - . 11�' .. L62 6.60 6 " CURB IN 430 56' 39'' E 16.00 6 " CURB L309 N 620 07' 03'' E 21.60 : LLI ... _ .. .. ............ .. L186 .. :;: : . I . .. -.-.-.-.-I- � �' .. .. .. ; I : : . . �.- %�. .. '.......... I ... .. . - ::1 : I : I . . ..'� .. ........ - .. .. .. . : : :, * .. .... .... 1� .. .. . . - � ---' I ... , . _ =J6 - . ...-,�- ., .1:1 .. - . . . - . . . : ,1 . . .1 . , : ; .o ... - .. .. .. .. - ..'....:.. I .1, .. _ - . I : : : : . U) ; , � � ...... . " - .. . . . .., : : 1*1 L63 S 890 551 01 If E 41.61 6 " CURB L187 S 460 03/ 21 " E 27.00 L310 S 44005'07'' W 322.34 . ::1 : . : I .. 1. i : ::; : �_ �.-__�_ ______ "' ..� .......... .. .... .. -11 -_ .. . .. . . ..... - I L64 S 45*54'53" E 36.00 6 " CURB L188 S 460 03" 21 " E 15.25 6 " CURB L311 S 460 03" 21 " E 158.00 .'.-- ::' : ; . 1. .......... . "', �,._� _ . I : ... I - �'. ...- .- 1 ..... .� 1. - -11 ..-: . : : .. - %. .. . -1 1. I - ::.-. . " . .. 1. ," I I .. ::; : I X . .. .- _. I .. �. I- I : : : : : .. . ... __ ......- .. .., .. -, _1� .. L65 S 450 54' 53" E 30.00 6 " CURB L189 IN 430 56' 39'' E 2.83 6" CURB L312 S 44005'07" W 99.46 ". .., - . :;I -. -1 .x ,. .... , % 1- - . 0 . . '. .. . �_ ._1_#- .. '.. : : Ld � ..- .. .- I .1, .. , . .. - - - . � . .'- . ; ::1 : ; : : .. �. . .. .. .. .0 1. , _e .. .. . - , - .. .." - , " I . I . . ;.: . .. . _. L66 S 45*54153" E 36.00 6 " CURB L190 S 46* 03' 21 " E 15. 00 6 " CURB L313 S 460 00' 00'' E 115. 03 . .. :;, : I : : : ... � I .- .. , I " ...",.' -1� .,1 _N -1 ......... .- ... . '..... , . .. .. . .:; : : .. ..... 1 -7) . f, . . : : : , ? " '"' , -, . . ,;! : , . .. . . : .. .- .. : : f L67 S 45054153" E 30.00 6 " CURB L191 S 46* 03'21 " E 15.00 6'' CURB L314 S 70957'46" E 5.33 .. .1 : . ... I : . : .; .. ...."........ .... __c I I * : ., �. .. . . .. : .-, .. ......., � , I. I. * . : 't _� � .. ...... I .. .. . ;. : . . . � .. ,-.-.- " .. .. . . : I - . `� ... ._ .. .. . ... � ...., .I F Nj 3 �� �_D �),__._�_-�_____ L68 S 45054'53" E 30.00 6 " CURB L192 S 460 03' 21 " E 20.50 6 " CURB L315 N 46*13"17" W 46.68 " .. .., . : - - : : : V �... ... .. - .. %. /."..' , . , ::; I 'I, . " - - - .. � . P . : : .. ..: . �. .�: . .1 . .e.1.1 .._Owwwmwwm. .. I I I : : I : , - .., � .. .. .." .. .. . :-1 ;- " _.. .... .. - 1. �. 11 11 - . . . - .. .. .. .. .. .. 11 '. 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". . - L71 IN 43"56'39" E 143.54 6 " CURB L195 IN 43*56'39" E 15.00 6'' CURB L318 S 46*00100'' E 4.12 6" CURB ..... .. . - I : I : I. , .. �` .. �- , . �0: I- ... -e " , , . :,i : . .. . ,` . ..... - .. .. .. ... - ... i V_ : : _�.4 , I- " . .1 . . . . * - . * ....., .. .. :Ili Z` -, .- . . ::�, : : .. . . ,- .. .. .. : 4 U') __ . I ...... .. - I- � - . , : : . - L72 S 800 1 9' 50" E 2.11 L196 IN 439 56' 39'' E 1 5.00 6'' CURB L319 N 44*00`00" E 0.67 6" CURB . ... .. : : ........ . .. .. ..... . I ..... - . . .... ..f." , I - .. i .. I ,"'.. .. .... - - .. .".. - I , . . .. : . 1-1 ,-,j: I ........ m .. .. -1 " - .... - . � I I. . . : : . .- : - .I. .... . ? I ... � " 1. .. .. -1 . . I. L73 S 450 54' 53" E 253.40 L197 S 460 03' 21 " E 50.00 6'' CURB L320 S 46*00'00" E 4.09 6"CURB � e . 11 I ..-.,-� - .. .1 �. : .. : i : ! : I �.%-_- � .. -1 .... ..' , ---- .. e ... " - .. : I . I .: .I. - , .. '. - . . ....... . . -1 .. .. ` , : ., : : .. .. .... . � .� . - . .... - - . .. . '. _" A . . : :: I -.�,.- -� . �c .. . , �w.- .. � .. . 1. ," L74 IN 41 " 54' 39" W 34.99 6 " CURB L198 S 469 03' 21 '' E 36.00 6'' CURB L321 N 43"56'39'' E 69.31 6"CURB , .. . : I : : : : .'. .-� e .. . .. ..... " . ., : . .. : i I ... .. . .. -1 .. ,.- I .. . . . : . -1 . I. - it .1 .. . : .. .. .. .. - � . . - �, .- . : I : :: '. -.- -. : .. -1 �': Z. : : . -- � .. - L75 S 460 02' 09" E 26.00 6 " CURB L199 IN 43" 56' 39 E 78.97 6'' CURB L322 S 46*00'00'' E 12.44 6"CURB .. . : .. - . . � . I . I . , . - -� ".. - -w - - : �� : .. .. . . " .. : .: �.. . .. .. - - ... 4 . : .. ... -1 : � -, .,. I I - . __.- . ..... . .. . I w I- . ..... .. : -.� - : : . . I ...... .. - .. . . ...... .. . I . -1 �:- I . . ..... . .. 1. L76 S 45054'53 E 136.53 6 " CURB L200 IN 469 03" 21 " W 15.50 6'' CURB L323 N 46"00'00'' E 10.76 6"CURB I 1. :.-.-.-.... . �---.---.-__�'.j : -.,.* ;: - .".", : ......--.----,-,-.-�-�-�.-.-�'...-�-��.- 1-1 �-,, ... -.,. : .. -� - .. .. I. ............ .. . ....... : - , , - .... - I . ............ .. .e.. : q : : .. ......... . . ... ? .. -1 . I .,::. � :.� .. .. -, �. .. ; -__- . : . I ....... .. .. -1 . .. - , .. - .. . : ... . " ....... .. .. -1 .. t. " . ... s .. . .. .. .. L77 IN 43" 561 39" E 14.99 6 " CURB L201 S 469 03' 21 " E 30.00 6'' CURB L324 N 46"35'40'' W 10.00 ... .. ". . : .: , ...... . .. .� .. . ... . .. ; 1. � .. � " ; ..... . , , .. I ` �.... . . , . I . .... - , : .: � : .. .� , I. .. .. .'.......... . . - . .. ....... .. : i : .. . . 0- . .. .. :... .1 ....... . .. . 1. 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 .. , ........... ---.- .. :- ...., : .1 . . .�...... �__.* . , ... .. .. .� 1. .11 - .. .. -. , . ! i : I ..: .. , .. .1 " .- .: . . � . '"'. : .. .1 - : .. I.: ... _-1... .. I ........ .'. - It .. .. ... �% .. ......'... I -- -- : ; .. . . ... �. . . .I .: .. . . I - I _. - .. . I , . . . - . . - 4 .. . ........ : �. .. . .. .. _ "*. - : ; . : " -1 ........ .. 1� .. .. . L79 IN 430 56" 39" E 15.51 6 CURB L203 IN 43* 56' 39'' E 1.00 6" CURB L326 S 45048'37'' E 93.29 .. , , : .. . e - ::: ` .. .. * " : .. 1. . .... . .� .. . � . ..: I - .- - .. , - i -----:::.-A. - .. - .� . - . - - .-:. - - I : .. . ......- P...... . % .. . .. . -1! .... ........................... *.-------------.-----.-,...:...-..... I __ _- --- . �.-,- .. .. .. .. "-.. �_ .............. .............. . . __ I -- -------------- .......... �_��__ .................. .'.. �._,- : '� - ... .. . - - - - . � . ........... I ..... --- ---- �_ - .. - - � . . .. , .... ____ ............ :::--:: ............. . ... .:: I - : I .. .. .... ........ . , - . ................... z _ � .: . ..... - � . _ .3 : % . : .. - L80 S 45" 541 53" E 241.07 6 " CURB L204 IN 43" 56' 39'' E 1.00 6" CURB L327 S 430 56' 1 2'' W 72.82 - .''i - - - ---- -, .... ** --------------- I .................... I I �"* , .. .. .. : , ... . . . ..., - . . �� , . ..... ... -c � .. . ... - , . X , : .. . . C . . ._ . I . d . .. ".. .... ..... .. .. I I : .. .11 .. .. .. - .. -.1 . . I . .... : .1 .... -1 . : : : ..... : � .... w. - .. . ......... . . : L81 S 56" 091 22" W 9.38 L205 S 46* 03' 21 " E 30.00 6" CURB L328 S 45"48'37'' E 33.91 X1. � - .. .. : i : : .! � : .... .. : �. - � -.-.-.% ... .. - . . : 11 .. . .... ".. I- .. .. .: . 1. .1 `�., 1. I : .1. X..,. : ... ... .. ...: .. . 1. I. .. : : 1*1 �...-. - - � . I .. - . .. I . . . �__ . . 1. - . .... . : - ..... - w . .�....� .. . . . . .. I " * .'"'' . --...---�-�--������������.��.'.'��-'-��m --- �� . .. L82 S 460 03' 21 If E 23.26 6 " CURB L206 N 43* 56' 39'' E 1.00 6" CURB L329 S 430 56" 1 2'' W 30.00 .. - :. 14 . .. .. .� %.- -� . � ; - " ----- *'-.-. .. .... - -., I : " - .. . - . . . 1. DEXTER AVENUE .. . g" : . . - . - . . , -,-.% , - : *1 .. -. . .. .. �.. : ... I ... - -� . .. ., . . . ., ...... . _ . : I .. .. .. -1 : ..: 1. % .. .. - '_- : ..,-,.. % .. .. .. " " .... ...... . -� : ..: 1. L83 S 56" 091 22" W 20.44 6 " CURB L207 IN 430' 56' 39" E 1.00 6'' CURB L330 N 43056'39'' E 9.00 .. I .. 1. ! i ... . .. - .` . - '. .. .: . ........ . ..... . -1 .. , . . * , , - .. .. . I I .. * .. : ... I I . .. . PER ; : " " : .. : ..: .. .. .. .. ; ) -.- . 0. .'. 1. C L84 S 469 031 21 If E 15.50 6 CURB L208 IN 430 56' 39'' E 1.00 6'' CURB L331 S 46"03'21'' E 5.83 6" CURB ... .. - -- :: .- ..- -. - .. � : .. .. �� . . . .. ..: I I - -:,. .'�!� : .: " - .� I . . : .� . ... `" .. . 1. .. '. . � I PM 32369 OFFSITE .. �-:: .. 11 .. ; ' - ." * ". . I . . .. . .. . 1. .. " , I I * . � . -. -1 : .'. : 1. . I- .:. : -:, . .. ....... - -1 : .. ` .. � 2: .: :. .: .. . .... I.... I : . .. ........... I .� :... .. . L85 IN 430 56' 39" E 4.00 6 " CURB L209 IN 43* 56' 39'' E 15.50 6'' CURB L332 N 43*56139" E 0. 67 6" CURB .. .. :,: I LAN ;: *- .......-, .. . .... .. .. " � , , .......- -.- .. .... 11 .. " .. .... "I I -, ........... . . ...: ` .. .- .. .. . 1:1 I - :: * -..__-----_--- 0. ..... .. L86 S 460 03' 21 E 15.50 6 " CURB L210 S 46* 03' 21 " E 3.50 L333 S 460 03' 21 " E 5.83 6" CURB . .. .. . . : .*- ...... . . . ..... , * 1, �.,. . - I- .. - .. .. . - , I : . - ........ . ... . - I .. , . .. , . :: - ........ . . %_ , 1. '. I I % ". I : : * - * ---- : ............................................................ . � -------- �-- .. .. .. . . - ... .: .. �,-.- _.. .. .. I- i - �. . ........... .... � ............................................. - - ------ -_:_': -, . . '. . . L87 S 460 03' 21 If E 15.50 6 " CURB L211 S 460 03' 21 " E 30.00 6'' CURB L334 S 520 22' 1 2'' W 8.74 .. ...* .I. .. : : :. .'. �, , - .: ...... W.---11-1- .... . ....... � --- � ---- � ..................... I .. . '.. . .. 1. - : ; : " .. .. - � ...... . .............. .. .. I - , . .. . .. -.: - .. .% ,- I . I - ... . I I . I : �. ....... : . ...... 11 .. . . .. I : ': . ... " . .. I.. . -1 .. .. : i : : ; : .. �, .. : 1. .. .... .. - . ..: .. , . . . I .. .. .. .. . .. L88 N 43056139" E 2.00 6 " CURB L212 IN 430 56' 39'' E 16.71 6 L335 IN 43056"39'' E 15.50 . -� .. .. : I : . .. I �. 1. .. .. :.. .. . � .. .. I �.-,- . % .. .... , - . - I , . . : : .. �.:-% : " .. .... I I : . � : : . �. .. - - .. . .. ...: . .. . . : : :::--,:: w.-. - . . . .. �... .. .. . .. .. . . . .... �. L89 S 460 03" 21 E 38.00 6 " CURB L213 S 460 03' 21 " E 35.00 6" CURB L336 S 45054153'' E 17.51 .. .. .. : ... m : : % 1: .. .... .. .. ...: .. . � I- .. I �. : .. - - - . . - - - - - .. . ... '... . �. . .. . .. .. . . . ::, : : ...... .. .. .. , .. _ �.-, - -, .. : I .. .. .. .. : . : % ....- - . .. . . '. . . . - . . . .... . I .... I L90 S 460 03' 21 If E 37.50 6 " CURB L214 S 460 03' 21 " E 35.00 6" CURB L337 S 440 00"54" W 1 0. 91 .. .. .. .. 4Q.0' ----:.. 30.0' "' % .... 1. � ...: .. � .. .. .. : : . . I .. .. - � .I ... - . . - ..: .. .. .. .. ...No N.I.-mm ! . X .. .. ...: I- �. P '... . .. .. . . .. '. . 1. , - .. . _ . . - - -I : : .�. " : .. .1 .... L91 N 43056'39" E 81.00 6 " CURB L215 S 460 03' 21 " E 30.00 6" CURB L338 N 44000'00" E 0.67 -1 . . ...; . I - .. : . : : .. .. - - .. " -, .. " . �. : . ..: I- - - . . : � : : . : I .. . .. .. ... .. .. .,. .. .. .. . I �.. . .. .. .... - - �� . .. . 1. .. �.-. .. . . . : .. : : .. . .'. .. .. .... - . .. ... . - - ..... - - . . .1 . . . . . . . . .. .. . .. ....... - .. .. .. L92 N 43056139" E 81.00 6 " CURB L216 IN 430 56' 39'' E 9.50 6" CURB L339 N 43053'39" E 54.00 6" CURB .. .. .. : � : : :: .. ........ - .. I :..: I .-. .- .. : . . : .- ,-, : .. . . .. . . .. .. - .... .. . . . .. I I I I : i I . . .... . '. . .. .. .. .. .. ........ . . .. I - .... .. L93 IN 43056"39" E 54.00 6 CURB L217 IN 430 56' 39'' E 53.00 6" CURB L340 N 43053'39 E 5.45 6" CURB *1 -.1 . .. . I : : .. .. .' '. . . * : ..: .. I I .. .. � I : . - .. 1.4 : I - . .. .. : : .- .... . . * " : i . : . : I �.-`- . .. - . - .... . . 1. .. .. I ` ..... - .. . . .. 11 . .. . .. . ( : . . . .- .. .. : .. : ... , - , -, .. .. . .. .. .. �. -. .. I . , .. � . I * ": .. 1, ` .. .. �. , . . , : I . . � .. .. " .. , : r I �-. � -. .. __j [ ...., - - L94 S 460 031 21 If E 15.50 6 " CURB L218 N 430 56' 39'' E 36.00 6 CURB L341 N 430 53'39'' E 7.50 6" CURB I . . - : 1. - : :: F A IR 0 r .. i., I r " . 1. . ... , : 11 .. � .. - : : : ` '.. .. . ,. .. ... ;� '. . , . .. : � - - : I . .'. ... .. .. . . I .. .. .. .. .. . . .. "". : .. . .. L95 S 460 03`211 If E 15.50 6 CURB L219 IN 430 56' 39'' E 45.00 6" CURB L342 S 460 031 21 " E 8.00 6" CURB . .. .. 1. ........ _r� _4� . . .. .. ; P : I . " '.-.�, : -.1 ... .. 1. I'. .. : . ! : , ...... .. .. ...: .'. . .. .. .. � I : . . . .. . . . 11 ........ - - . ... - - I - .. I .-.,- - . .. ..: . . . . I . : .1. .. . -1 .I ... .'. .. I . , I-, . .. L96 S 460 03' 21 If E 13.50 6 " CURB L220 N 43" 561 39'' E 54.00 6" CURB L343 S 46* 03" 21 " E 8.00 6'' CURB -. I *; .. : : I .. ..: " . .. . .. I : ........ . - . .. . I .. : .. . . . i : : : : - �...-.- �. 1. . 1. . I .. . .-.-.-.- : .. . . . - .. - .. I : , . ..... . .. - . , : I( : : I . .. � �.,: .. . . - . - . I . . . L97 S 46" 03`21 If E 16.00 6 " CURB L221 S 460 03' 21 " E 15.00 6'' CURB L344 S 460 031 21 " E 10.00 6 " CURB .. 1. ". .. , PARCEL 15 IMPROVEMENTS P8R , , .. . - - I : , X *. : .. . .... . I .. .. : I : :: I .., .. .. .. 1. . . i . :: I . . % .. ...: . , - .. : .. -, " .: �.% - -. , .. .. : 11 : : .. '. : � - . . . , L98 N 430 56' 39" E 161.86 6 " CURB L222 S 46* 03' 21 " E 15.00 6" CURB L345 IN 43056'39" E 1 0.00 6 " CURB -, , I I .. . I .- .. '. : I I ........ . . .. � .. .. .I : : . . .... . . .I � .. I . "GRADING PL. --ANS . . i : : :: .. .. . PM 32369 PRECISE - ' - . .. I : .. � . . L99 IN 43056'39" E 62.67 L223 S 46* 03' 21 " E 32.00 6'' CURB L346 IN 43"56'39" E 10.00 6 " CURB . % : I : .. ........ - -1 .. .... 1. - "', , " I- . .. I : . . : , - * I ........ - .. . .... .. .... . . .. .. I .. : ( : : - .... .. . . - . . .... I I I- �. I , ` . .. : I . . .'. ........ - If 1. 1. i - . : : '. I ` I I . I . I : . : .. a X". I .. L100 IN 600 38' 36" E 17.40 L224 S 46* 03' 21 " E 32.00 6" CURB L347 S 460 031 21 If E 11.50 6 CURB .. I .. .. I P BY EN ENGINEEPING. .. . � . .. .. : : : : .. . �.,: .. . . -. , . .. .. ; I . . .. . . . '.. . - . ( : �, I - .. .. ..: . . 1. .. : . I - : - .. . : " * ... - .. . .. . . .. .... .. .. : . . * : .. . . .. .. : - .. � L101 IN 43056139" E 48.91 L225 S 460 03' 21 " E 32.00 6'' CURB L348 N 43056'39" E 0.67 6" CURB ... . . .. - I i : : . .. ?., - .. .. .... .. . .. . I.: .. ... . . . : .1. -.- .. - .., .. ... I , . . I I I., I.. -1 : . 1. : " 11 : : : : " .., I: .. - . I . . ..... . . , .. . , .. .. .... - .. .. , , i : : ..... . .. I. - . - W- ., . - : .. :11 : : % .... - .. ... - .. . . �. I -_ ........ . .. . .... .. L102 IN 43" 561 39" E 36.00 6 " CURB L226 S 46* 03' 21 " E 13.50 6" CURB L349 S 460 03' 21 " E 9.75 6 CURB .-. .. : .. .. ,.-,-:" I : : :: . . .. ... - .. , .: ... .. . � .. . .. .. , : : . : , �.... .. " -1 I , � .. .. .:" .. .... . . ... .. . . I. . - : - i : : :. .'. �.-.-.. . .. .� : I . . I - ....... . .. . I .. .. . . .. J. * I - .. � I �.. - .. -1 : ..: L103 S 460 03" 21 If 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 I .. I .. % . , 1* �, '. . .. .. � : . :: , �...... - .. .. . -� . . I .. X-- : .. .. -1 . .. � �- .. : . : : . : �. .. .. .. . . .*. . : .. .. " .%: .. .. . . .. ..:.-. . '. .. : : : : : : -1 -.- -. . .. .. �.. , . .. % -� ..�. I .. , . I . .. .. I L104 S 460 03' 21 If E 5.00 6 '' CURB L228 S 460 03' 21 " E 30.00 6'' CURB L351 IN 44*05'49'' E 54.00 6'' CURB .. .. . : : I : I . .. -.- .. .. .. : ..: .. I .- %: . - .... I .I -1. -1 .. .. .. : ` .. : : I : �, -.- .. . .. .. .. : ,. I . ... .. . .. . .. . : .. : : : . � -'. ., : .. .. .. .. L105 S 460 03' 21 If E 17.50 6 " CURB L229 S 460 03' 21 " E 36.00 6'' CURB L352 S 46*03'21" E 16. 00 6 " CURB " .. . 0-- : , 1, - : : . . ::, .. .. .. -1 .- . , :: , -.-.-.-. - . - : * I - . , . .... .. . .. ... * . . : to , .. . . I . � � .. : ; ........ - .. .. .. ... .- 1� .. 'Y : .. . : I ,:.": .. -.-.-.-. : .. .. ... .. . - .. : . .... .. .. .,: .. , .. . : . .. - I . , - - .. ........ - .. . . . 4 .. ,:� . . . - L106 S 460 03' 21 If E 17.50 6 " CURB L230 S 46" 03' 21 " E 35.00 6'' CURB L353 S 460 02' 09" E 26.00 6 " CURB � . I . : : : ; .. ........ .. .. .. .. : .. 1, . .. . .. . : : � : .- -.-.-.-. : .. .I .. .. � . . .. , . ........ . . I - "., I- : .. . : . , r I .. I- I : � ... - -. : .I .. .. .. .. . , I . .. - - .. L107 IN 43056'39" E 14.50 6 " CURB L231 S 460 03' 21 " E 15.50 6'' CURB L354 S 46" 02'09" E 26.00 6 " CURB �, , . .. - . : : : : : . , '11, . .. .I - - ,. I - . -1 .. I " �. I .. * - . . . . . .1 . - I - . .. . .. .. : : . : I : .. �_ . .. .. .... - , .. .. .. . L108 IN 43056'39" E 36.00 6 " CURB L232 S 460 03' 21 " E 36.00 6'' CURB L355 S 46002'09" E 26.00 6" CURB '1%, 'I', I .. . .. .. : : : I : : .- , ., . .. .. .... - .. - - .. .I ..: . .. - - . . . : ; � : I X I . .. .. .. .. : " - .. . %... .. .. .. : .. . " . . .. : : . .1 1� , .. 1. e : : � : .. ...-...' - .. .I % .. .. ,_ * . , . .. ". .. .. - - ., I , .. -1 : - : : . , X`.- : . .. - - '. I , .. .. . .. : I ........ . .. .1 .... - I _� . . - . : : . .... . .. .. .. .. . , L109 IN 43056'39" E 3.50 6 " CURB L233 S 46" 03' 21 " E 30.00 6'' CURB L356 S 460 01 ' 35'' E 37.03 6" CURB � _. .. I . .. .. : : : : , �.,.- . .. I 1. - .. , , " " I %. .. �: , ........ . .. .. .. .. *1 I I . .. I .. .. : : : : � . .. ..,.. . . : I , ... . % .I .. .. .. - - . . . . " �.-.-.. . " . I., - .. . , '. ., . , % .. I : ...., .. - .... - I _ . : . : . . . L111 S 46*03'21" E 30.00 6 " CURB L234 S 46" 03/ 21 " E 16.00 6'' CURB L357 S 46002'09'' E 26.00 6" CURB ,." , .. .. .. � : --. .... . - - .... - .* * - .. �.. : .. - - . I :, : . . . 1. - - . . .. : : : .: " � . .. .*. , I . . - - .. I .,: .. , . . .. .. . : : . � . .. .I . .. . I : . I- : : . : : I I . '.. - ", - .. : * �, .. - .. 11 .. .. : .. L112 S 460 03' 21 If E 35.00 6 " CURB L235 S 46* 03" 21 " E 36.00 6'' CURB L358 IN 430 56' 39'' E 44.00 ., -, -.,-.- . .. .. . :: .. "I I : .. .1 . . I .1 . - : .. .. 1. .. : - � , .. .. : : . I �,.- . . .� .. .. .. 1. ., 1- I . I : . : : : . .., .... . .1 '. .'. : .. . 1� V` . .. . - ------- �_- .. .. 1. . .. . � . . .. I- : - ... �. , - - .... - .. .... , � . - - - " - , ., . .. .I - .: .. . . . - ........ .. . . . .... . .. - I. . . L113 S 460 03' 21 If E 30.00 6 " CURB L236 S 44*05'07'' W 7.17 6" CURB L359 IN 43056'39'' E 30.00 I �, I- .. .. : :_ - ---------- -------- ; ------- L ............... :: , -- .... .1 . : , .. - I . . . . . , : � I .. .. .. .. . ; ----.- .... .. .. .... - .. , � , ":-l-': , - ........ . .. .. .. .. : - - .. . - -- .... . I I . ` - .. : : : ; .. --- ,-,` . .. .. .. .. .. , � �. . . . � : ... . . .. - - L114 N 43056'39" E 2.83 6 " CURB L237 S 44005,071, w 7. 16 6'' CURB L360 N 46* 03" 1 1 If W 1.39 6 " CURB '. - .. .. .. .. : 1. : ; � : .., ... % . .. .. .I .. .. : .. I .� . . .. .. -- ------- "'. : - � 1. .. - , , -, .- .. I- . : . . .. ..' . . - - . , . .. .. .. : ".. : .. .. .. .. I , I * .. .. : : .. I .. : ...: I - : ., . . . .. .. - - ; I �, .. . .. ` .. * . 19 .� . , : . : : � I ` � ...: * . . .... . .. .. .. L115 IN 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 , ., .. .. . + 1:: :., I e _ .... - *11 . .1 ... 1. - � I I" - - : : : , : _. %. -. - .. .. .. : . . . : . � .'. , - . I . . I . I - . .... � -1 .. .. . . .. L116 S 46*03'21" E 35.00 6 " CURB L239 S 440 05" 07" W 7.16 6'' CURB L362 N 460 03' 1 1 If W 1.39 6 " CURB . L117 S 46" 03" 21 If E 30.00 6 " CURB L240 S 46* 03' 21 " E 9.75 6 " CURB L363 N 430 56" 39" E 37.00 L118 S 46" 03' 21 If E 36.00 6 " CURB L241 S 460 031 21 " E 35.00 6'' CURB L364 N 460 03' 1 1 " W 3.39 6" CURB NOTE: L119 S 46" 031 21 " E 14.50 6 " CURB L242 N 43*56/39'' E 1.00 6 " CURB L365 N 43056'39" E 30.00 FOR HORIZONTAL CONTROL, LINE (L) L120 N 43" 56" 39" E 5.50 6 " CURB L243 S 46* 03" 21 " E 32.00 6" CURB L366 N 46* 03j' 1 1 " W 3.39 6" CURB AND CURVE (C) DATA TABLE, SEE 20 10 0 20 40 60 L121 N 43056'39" E 5.50 6 " CURB L244 S 46* 031 21 " E 32.00 6" CURB L367 N 43056/39'' E 9.85 SHEETS 11 AND 12 OF 21 RESPECTIVELY. � - L122 IN 430 56' 39" E - 173.00 611 CURB L245 IN 430 56/ 39'' E 9.50 6" CURB L368 N 56004/28" E 11.90 I 'quiL a - - -_ Immmomm" - I L123 IN 43056'39" E 4.50 6 " CURB L246 S 46* 03/ 21 " E 53.00 6 " CURB L369 N 46" 03" 21 If W 7.06 6 " CURB GRAPHIC SCALE 11" 2 01 L124 N 430 56' 39" E 173.00 611 CURB L247 IN 48" 34" 57'' W 127.41 6" CURB W. 5.) 0,71 (B 1 2-00S � DIG ALEPT REVISIONS HAVE BEEN REVIEWE SEAL ��,Oms/ J. 14502 UNAUTHORIZED CHANGES: CITY OF LAKE ELSINORE SHEET CITY OF LAKE ELSINORE BM B-95-56 JL %I JL COMPLIANCE WITH THE APPROPRIATE 4 FJCK IENQNTN�G COMPA-W CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE DESCRIPTION: CHISELED SQUARE ID TM - CONDITIONS OF DEVELOPMENT AND/OR I RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE ' 1 1 ON TOP OF CURB, ELEV = 1274.91 CITY AND STATE LAWS, AND A PERMIT TM San ]Diego Riverside Orange Phoenix Tumn FINE GRADING & UTILITY PLANS OF QD CALL CAN BE ISSUED. L.Lj P I City Ilvd West, Suite 1285 - Omnge, CA 9ZB68 - (714) 939-1440 - FAX (714) 939-1441 - wwwxicken&mm LOCATION: FROM THE APPROXIMATE BEFORE r1r, No. C46568 ::0 FOR 21 INTERSECTION OF COLLIER AVENUE YOU DIG! e -�x Exp.6-30-07 * SCALE: AS SHOWN LAKE ELSINORE MARKET PLACE SHEETS 100 , , , , * , , , , , I .... .... I ---.-. - - - - , - -, * , , , I. - -.-- -_ , , , , - - - - - - - - * � * - , * , , , - * * , * I I I " I I. .. . - . .. . .. . .. . .. . .. . .. . .. . .. . - . . - . .. . . � . .. . - . - . .. . .. . - . .. . .. , .. . .. - " . ' - '. . � . - . A . . � . . . . . . . . � . . . . . .. i , I , - * - - --I ----------- ---- I A----- ` - . I. .. " , , , _____ - , , -, _.- -_ i '... I ---- -------- ---------- ------ _ -. I 1,,_ i - �__ - �� � I I I I I -- --- , .- - -...----* - - .- - � - I ---.-- __ - - , - - - - .. - - .. I I I .1- / 14 ZIN INI I If JZ LNJ V . I t I Z-40- 11to . .__� - 1%�� - I 1-800-227-2600 z 40-1 - - 0,/ � 1_19!�5 -r,� C I V I L E DIRECTION OF: - FILE NO UNDERGROUND SERVICE ALERT I I ROBERT K. MOEHLIN� RCE.q;iK630Sr5 D4Te I OF CN (]�- 4r2A50 A-5 DATE: 5/20/05 HORIZONTAL CONTROL - CHISELED SQUARE O Cal at least 2 worKing days prior to excavating. DESIGNED BY: DB DRAWN BY: DB CHECKED BY: � q Gi!4._�� _73� 1 OPPOSITE FIRE HYDRANT I I I I CITY ENGINEER EXP.DATE 6/30/2006 1 1 BARRY J &W�N, RCE #C46568 (EXP. 6-30-07) DATE I I I PLOT DATE: 1 O -JUN -2005 JN 14502 �_111 C: m 0- E 0 U 01 C: "C cu (U C U C w 1z U Q!� -m : m - 0 1 4 m z 0 1 - m � m 2 - m I _< r � _U - - � > - m - --A - z - C :; K - - m 4 m m I - m - 7 Cn Cn ru :0 m 0 m 0 m m co _< � m __4 z C K FR M CY) U U ro c 7D O r4m 3 -a c L (D c)) n N O E O U a O U L i +- c C Q) O r U ,- i (D a -+- 4- c O O - N Q L i O U) z � i L a� a c -a •- c �a a a +- Ln L V Ivo C � �L o c o N L CV O O Ln i z "zi- > L -D •. i o O CURVE DATA TABLE No. DELTA RADIUS LENGTH REAMARKS No. DELTA RADIUS LENGTH REAMARKS No. DELTA RADIUS LENGTH REAMARKS Cl 770 50'52" 4.00 5.43 6" CURB & GUTTER C125 901, 00' 00" 2.50 3. 93 6" CURB C249 90° 03' 21 " 2.50 3.93 6" CURB C2 840 15' 14" 30.00 44.12 6" CURB C126 180° 00' 00" 3.00 9.42 6" CURB C250 30 30' 31 " 50.00 3.06 6" CURB C3 97° 18' 29" 8.00 13.59 6" CURB & GUTTER C127 180000'00" 3.00 9.42 6" CURB C251 90000,011, 3.00 4.71 6" CURB & GUTTER C4 89° 59' 54" 2.50 3.93 6" CURB C128 90000,001, 5.00 7.85 6" CURB C252 90-00,00:: 8.00 12.57 6" CURB & GUTTER C5 900 00'06" 2. 50 3.93 6" CURB C129 90000,001, 5.00 7.85 6" CURB C253 89059'50 3.00 4.71 6" CURB & GUTTER C6 90000,061, 2.50 3.93 6" CURB C130 90000,001, 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 90000,001, 2.50 3.93 6" CURB C255 89° 59' 50" 3.00 4.71 6" CURB & GUTTER C8 1550 20' 35" 5.00 13.56 6" CURB C132 901, 00' 00" 5. 00 7.85 6" CURB C256 90° 00' 10" 3.00 4.71 6" CURB & GUTTER C9 20004'47" 50.00 1 7. 52 6" CURB C133 90000,001, 2.50 3.93 6" CURB C257 870 18' 46" 6.00 9.14 6" CURB & GUTTER C10 900 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 Cil 89059'5411 2.50 3.93 6" CURB C135 900001,001, 5.00 7.85 6" CURB C259 890 59' 50" 3.00 4.71 6" CURB & GUTTER C12 9000111611 10.00 15.71 6" CURB & GUTTER C136 86055"04" 25.00 37.93 6" CURB C260 90° 00' 10" 3.00 4.71 6" CURB & GUTTER C13 87049157" 3.00 4.60 6" CURB & GUTTER C137 89° 51 ' 32" 5.00 7.84 6" CURB C261 930 12' 29" 4.00 6.51 6" CURB & GUTTER C14 89059'54" 2.50 3.93 6" CURB C138 900 00' 00" 2.50 3.93 6" CURB C262 120 07' 48" 35.00 7.41 6" CURB & GUTTER C15 43051"46" 2.50 1.91 6" CURB C139 90"08'28" 10.00 15.73 6" CURB & GUTTER C16 90000,0011 2.50 3.93 6" CURB C140 90000,001, 2.00 3.14 6" CURB C17 180000,001, 3.00 9.42 6" CURB C141 90-00,00:: 2.50 3.93 6" CURB C18 180000'00" 3.00 9.42 6" CURB C142 90000,00 25.00 39.27 6" CURB C19 180000'00" 3.00 9.42 6" CURB C143 180000,001, 3.00 9.42 6" CURB C20 90000,001, 2.50 3.93 6" CURB C144 900001,00" 2.50 3.93 6" CURB & GUTTER C21 1 18° 48' 29" 3.00 6.22 6" CURB C145 90000,001, 2.50 3.93 6" CURB & GUTTER C22 107019'51" 2.50 4.68 6" CURB C146 81034"2711 10.00 14.24 6" CURB & GUTTER C23 89051'32" 2.50 3.92 6" CURB C147 90° 00' 00" 2.50 3.93 6" CURB & GUTTER C24 90008128" 2.50 3.93 6" CURB C148 900 00' 00" 2.50 3.93 6" CURB & GUTTER C25 107027127" 5.00 9.38 6" CURB C149 900 00' 00" 2.50 3.93 6" CURB C26 72032'33" 30.00 37.98 6" CURB & GUTTER C150 90000,001, 5.00 7.85 6" CURB & GUTTER C27 1330 51 ' 40"5.00 11.68 6" CURB C151 900 00' 00" 2.50 3.93 6" CURB C28 90008'28 " 2.50 3.93 6" CURB C152 180000'00" 3.00 9.42 6" CURB C29 46008'20" 6.50 5.23 6" CURB C153 88038'12" 10.00 15.47 6" CURB C30 89051'32" 2.50 3.92 6" CURB C154 91021'52" 3.00 4.78 6" CURB C31 90008128" 2.50 3.93 6" CURB C155 90000,001, 10.00 15.71 6" CURB C32 90008'28" 2.50 3.93 6" CURB C156 900001,00" 2.50 3.93 6" CURB C33 133951'40" 5.00 11.68 6" CURB C157 900001,0011 2.50 3.93 6" CURB C34 46008'20" 5.00 4.03 6" CURB C158 90000,001, 5.00 7.85 6" CURB C35 89051'32" 2.50 3.92 6" CURB C159 90000,001, 5.00 7.85 6" CURB C36 90008"2811 2.50 3.93 6" CURB C160 901, 00' 00" 2.50 3.93 6" CURB C37 46008120" 5.00 4.03 6" CURB C161 90000,001, 2.50 3.93 6" CURB C38 133051"4011 5.00 11.68 6" CURB C162 90000,00:: 5.00 7.85 6" CURB C39 89"51'32" 5.00 7.84 6" CURB C163 901,00,00 5.00 7.85 6" CURB C40 90008"28" 5.00 7.87 6" CURB C164 90000,001, 2.50 3.93 6" CURB C41 90008'28" 2.00 3.15 6" CURB C165 90000,001, 5.00 7.85 6" CURB C42 89051132" 2.00 3.14 6" CURB C166 90000,001, 5.00 7.85 6" CURB & GUTTER C43 89"51'32" 5.00 7.84 6" CURB C167 900 00' 00" 2.50 3.93 6" CURB & GUTTER C44 90"08'28" 5.00 7.87 6" CURB C168 92031'36" 10.00 16.15 6" CURB C45 90"08"28" 2.00 3.15 6" CURB C169 90-00,01:: " 2.50 3.93 6" CURB C46 89"51132" 2.00 3.14 6" CURB C170 90000,00 5.00 7.85 6" CURB C47 89051'32" 5.00 7.84 6" CURB C171 90000,001, 5.00 7.85 6" CURB C48 90"08'28" 5.00 7.87 6" CURB C172 90000,001, 2.50 3.93 6" CURB C49 90008128" 2.00 3.15 6" CURB C173 180° 00' 00" 3.00 9.42 6" CURB C50 89051'32" 2.00 3.14 6" CURB C174 180° 00' 00" 2.50 7.85 6" CURB C51 38"44129" 25.00 16.90 6" CURB C175 180000"00" 2.50 7.85 6" CURB C52 89051132" 15.00 23.53 6" CURB C176 180° 00' 00 2.50 7.85 6" CURB C53 120° 1 1 ' 41 " 5.00 10.49 6" CURB & GUTTER C177 1800001,00 2.50 7.85 6" CURB C54 34024'57" 35.00 21.02 6" CURB & GUTTER C178 90"08'28" 5.00 7.87 6" CURB C55 90008'2811 3.00 4.72 6" CURB C179 89051'32" 5.00 7.84 6" CURB C56 890 51 ' 32" 2.50 3.92 6" CURB C180 90° 08' 28" 2.50 3.93 6" CURB C57 12009'59" 221.47 47.03 6" CURB & GUTTER C181 89051'32" 2.50 3.92 6" CURB C58 102012142" 10.00 1 7. 84 6" CURB & GUTTER C182 89"51'32" 2.50 3.92 6" CURB C59 12009'59" 191.47 40.66 6" CURB C183 90"08'28" 2.50 3.93 6" CURB C60 77055'45" 10.00 13.60 6" CURB C184 89"51'32" 5.00 7.84 6" CURB C61 90900,001, 2.50 3.93 6" CURB C185 90008'28" 5.00 7.87 6" CURB C62 90000,001, 5.00 7.85 6" CURB C186 90° 08' 28" 5.00 7.87 6" CURB C63 90000,001, 2.50 3.93 611 CURB C187 890 51 ' 32" 5.00 7.84 6" CURB C64 90000,001, 2.50 3.93 6" CURB C188 90008'2811 5.00 7.87 6" CURB C65 901, 00' 00" 4.00 6.28 6" CURB C189 90° 08' 27" 2.00 3.15 6" CURB C66 901, 00' 00" 2.00 3.14 6" CURB C190 89° 51 ' 33" 2.00 3.14 6" CURB C67 90000,001, 2.00 3.14 6" CURB C191 90° 08' 28" 2.00 3.15 6" CURB C68 90000,001, 4.00 6.28 6" CURB C192 89° 51 ' 32" 2.00 3.14 6" CURB C69 90000,001, 5.00 7.85 6" CURB C193 89"51'32" 5.00 7.84 6" CURB C70 90000,001, 5.00 7.85 6" CURB C194 90900,001, 2.50 3.93 6" CURB C71 90000,001, 2.50 3.93 6" CURB C195 901, 00' 00" 5.00 7.85 6" CURB C72 90000,001, 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 180000,001, 2.50 7.85 6" CURB C74 16° 34' 44" 58.45 16.91 6" CURB & GUTTER C198 901, 00' 01 " 2.50 3.93 6" CURB C75 90000,0011 30.00 47.12 6" CURB C199 90000,001, 5.00 7.85 6" CURB C76 90000,0011 2.50 3.93 6" CURB C200 90000,001, 5.00 7.85 6" CURB C77 90900,0011 2.50 3.93 6" CURB C201 90000-100 11 2.50 3.93 6" CURB C78 901, 00' 00" 5.00 7.85 6" CURB C202 90000,001, 5.00 7.85 6" CURB C79 901, 00' 00" 2.50 3.93 6" CURB C203 90000,001, 2.00 3.14 6" CURB C80 90000,001, 5.00 7.85 6" CURB C204 87"28'24" 10.00 15.27 6" CURB & GUTTER C81 901,001,001, 5.00 7.85 6" CURB C205 901, 00' 00" 5.00 7.85 6" CURB C82 90000,001, 2.50 3.93 611 CURB C206 90000,001, 5.00 7.85 6" CURB C83 90000001, 00" 2. 50 3.93 6"CURB C207 900001,001, 2.50 3.93 6" CURB C84 90° 00' 00" 2.50 3.93 6" CURB C208 901, 00' 00" 2.50 3.93 6'' CURB C85 90000,001, 5.00 7.85 6" CURB C209 90000,001, 2.00 3.14 6" CURB C86 90000,001, 5.00 7.85 6" CURB C210 90000,001, 2.00 3.14 6'' CURB C87 90000,001, 5.00 7.85 6" CURB C211 90000,001, 5.00 7.85 6" CURB C88 90000,001, 5.00 7.85 6" CURB C212 901, 00' 00" 5.00 7.85 6" CURB C89 90000,001, 2.50 3.93 6" CURB C213 901, 00' 00" 2.50 3.93 6'' CURB C90 900 00' 00" 2.50 3.93 6" CURB C214 90000,001, 5.00 7.85 6" CURB C91 90000,001, 2.50 3.93 6" CURB C215 901, 00' 00" 10.00 15.71 6" CURB C92 90000,001, 2.50 3.93 6" CURB C216 901, 00' 00" 2.50 3.93 6" CURB C93 90000,001, 5.00 7.85 6" CURB C217 90000,001, 10.00 15.71 6" CURB C94 90000,001, 5.00 7.85 6" CURB C218 901, 00' 00" 2.50 3.93 6" CURB C95 90000,001, 5.00 7.85 6" CURB C219 78013'49" 2.50 3.41 6" CURB C96 90000,001, 5.00 7.85 6" CURB C220 90000,001, 2.50 3.93 6'' CURB C97 90000,001, 2.50 3.93 6" CURB C221 90° 00' 00 2.50 3.93 6" CURB C98 90000,001, 2.50 3.93 6" CURB C222 99025'57 5.00 8.68 6" CURB C99 90000,001, 2.50 3.93 6" CURB C223 180° 00' 00" 3.00 9.42 6" CURB C100 90000,001, 2.50 3.93 6" CURB C224 180000'00" 3.00 9.42 6" CURB C101 90000,001, 5.00 7.85 6" CURB C225 901, 00' 00" 2.50 3.93 6" CURB C102 90000,001, 5.00 7.85 6" CURB C226 90000,001, 5.00 7.85 6" CURB C103 90000,001, 5.00 7.85 6" CURB C227 780 13' 49" 5.00 6.83 6" CURB C104 90000,001, 5.00 7.85 6" CURB C228 101 ° 46' 1 1 " 2.50 4.44 6" CURB C105 901, 00' 00" 2.50 3.93 6" CURB C229 89057"35" 2.00 3.14 6" CURB & GUTTER C106 90000,001, 2.50 3.93 6" CURB C230 901,001,001, 2.00 3.14 6" CURB C107 90000,001, 2.50 3.93 6" CURB C231 90000,001, 2.50 3.93 6" CURB & GUTTER C108 900 00' 00" 2.50 3.93 6" CURB C232 90000,001, 2.50 3.93 6" CURB & GUTTER C109 900001,00" 5.00 7.85 6" CURB C233 90000,001, 4.00 6.28 6" CURB Clio 90000,001, 5.00 7.85 6" CURB C234 90000,001, 2.00 3.14 6" CURB C1 1 1 900 00' 00" 5.00 7.85 6" CURB C235 90000,001, 4.00 6.28 6" CURB C112 90000,001, 5.00 7.85 6" CURB C236 90000,001, 2.00 3. 1 4 6" CURB C113 900001,001, 2.50 3.93 6" CURB C237 90000,001, 2.50 3.93 6" CURB C114 90000,001, 2.50 3.93 6" CURB C238 90000,001, 5.00 7.85 6" CURB C115 90000,001, 2.50 3.93 6" CURB C239 90000,001, 4.00 6.28 6" CURB C116 90000,001, 2.50 3.93 6" CURB C240 90009'56" 4.00 6.29 6" CURB C117 90000,0011 5.00 7.85 6" CURB C241 89050104" 5.00 7.84 6" CURB C118 90000,001, 5.00 7.85 6" CURB C242 47° 16' 02" 35.00 28.87 PROP EP C119 90000,001, 5.00 7.85 6" CURB C243 47016"02" 2.50 2.06 PROP EP C120 90000,0011 5.00 7.85 6" CURB C244 18010'23" 35.00 11.10 PROP EP C121 90000,001, 2.50 3.93 6" CURB C245 180 01 ' 56" 35.00 11.02 PROP EP C122 90000,001, 2.50 3.93 6" CURB C246 24° 44' 54" 11.56 4.99 PROP EP C123 90000,001, 5.00 7.85 6" CURB C247 24031113" 11.68 5.00 PROP EP C124 900 00' 00" 5.00 7.85 6" CURB W.S. Dl I$ Z00.6C248 89"56"39" 2.50 3.92 6" CURB BENCH MARKREVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL J. 14502 SHEET Q�OEESSIONq UNAUTHORIZED CHANGES: CITY OF LAKE E L S I N O R E COMPLIANCE WITH THE APPROPRIATE RICK IENGMIKERNG COMPAI�N, DIG ALEPT CITY OF LAKE ELSINORE BM B-95-56 p CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE 12 TY CONDITIONS OF DEVELOPMENT AND/OR ��`� FAL RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE DESCRIPTION: CHISELED SQUARE o CITY AND STATE LAWS, AND A PERMIT c Zi go Orange FINE GRADING & UTILITY PLANS OF ON TOP OF CURB, ELEV = 1274.91 BARRY J. COWAN ?n T,,,, San Die Riverside a Phoenix Tucson PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED CAN BE ISSUED. �, 1 city Blvd west, suite 1285 - orange, CA 92ssa - (714) 939-1440 - FAX (714) 939-1441 - wwwxirkeng.com B Y THE P R E P A R E R 0 F THESE PLANS AND THE CITY ENGINEER. .' LOCATION: FROM THE APPROXIMATE CALLBEFORE � No. C46568 �D F O R INTERSECTION OF COLLIER AVENUE You nlo! � 6 - 30- 07 � SCALE: AS SHOWN LAKE E L S I N O R EMARKET PLACE SHEETS AND CENTRAL AVENUE 66 FEET Exp' SOUTHWESTERLY ALONG CENTRAL 1-800-227-2600 D - C I V I L �Q PREPARED UNDER THE DIRECTION OF: FILE NO. AND NORTHWESTERLY 32 FEET TO UNDERGROUND SERVICE ALERT ROBERT K. MOEHL NG RC .No.63056 D T qTF OF CA��6130 i05 DATE: 5/20/05 CONTROL CHISELED SQUARE ON TOP OF CURB Cal at least 2 working days prior to excavating. DESIGNED BY: DB DRAWN BY: DB CHECKED BY: # HORIZONTAL CON 73qOPPOSITE FIRE HYDRANT• CITY ENGINEER EXP.DATE 6/30/2006 BARRY J CO AN, RCE C46568 (EXP. 6-30-07) DATE PLOT DATE: 10- JUN- 2005 JN 14502 c 0 c '+- (1) 0 (2L L 0) Q N E 0 0 Ln U 1;1_ — 0 j 0 c L Q) +- n C I- 0 0 0 U I I> — +_ 0 0 0 — n 4- — L (DU) -0 ,L 0) 0 C -0 •- C 0 0 0+ -LO L (f) �T 0 � 00 IUO (1) •- r - C tz .- Un LL_ 0 i C 0 N L N 0 0 1 Ln 1 z ,-Ir > ::::) L __D / 0 1 �i0 O 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. CONSTRUCTION NOTES @ CONSTRUCT HARDSCAPE PER BUILDING PLANS. 9 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. 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. BENCH MARK CITY OF LAKE ELSINORE BM B-95-56 DESCRIPTION: CHISELED SQUARE ON TOP OF CURB, ELEV = 1274.91 LOCATION: FROM THE APPROXIMATE INTERSECTION OF COLLIER AVENUE AND CENTRAL AVENUE 66 FEET SOUTHWESTERLY ALONG CENTRAL AND NORTHWESTERLY 32 FEET TO CHISELED SQUARE ON TOP OF CURB OPPOSITE FIRE HYDRANT _P I V1 ���J:)9 F j� F-'-' F� C - __j L �Z) PARCEL 16 IMPROVEMENTS PER PM 32369 PRECISE GRADING PLANS BY FUSCOE ENGINEERING. DI ALEPT TM 0 CALL BEFORE YOU DIG! 1-800-227-2600 UNDERGROUND SERVICE ALERT Cap at hast 2 working days prior to excavating. REVISIONS TC (1308.02) FS (1307.52) PROPERTY LINE & LIMIT OF WORK APPROVED JDATE DESIGNED BY: DB DRAWN BY: DB CHECKED BY: FLOWAGE EASEMENT PER PARCEL��MAP No. 32369 /RECORDED IM�,PMB 209/84-88 / OF RIVERSIDE COUNTY. �i I �J ,\ "� - -- .. '. , '.' , _. % I `, S6, , .i . -`!` % � \ - _f , , 1. �. � � � % :: .' .. I ;z: %. q �,[� 'T SEE SHEET 14 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. �f� % 8s o5 ROBERT K. MOEHLINIC RCE.N 3056 DA CITY ENGINEER EXP. DATE 6/30/2006 SEAL QROFESs/o 4 F, LL_jBARRY J. COWAN ?P °c No. C46568 il EXp.6-30-07 s� CIVIL qTF OF CA�� j. PROPERTY LINE LIMIT OF��"WORK - % \ �.` �O__ . .�::: .. `. -- ..% a0 �1. .:.{O u' • _. . '\ - ; \ ' - •- . -- \ - ... _ :. QQ%` p,Irj ::: �:. �- ..- .. .-- - - -,--,-.. - �. -, '..\ per. -..--.---- -------.-- \ .,PQ�Q�. . �. . OT. . . % : .. - ' .� : 11 y% % � k ... . . I C�— - . . _'..... .. . .. � - � :O � .. %. .'� .. ..' . ... , r `. .9'. ... . . I-1 ' - �. ..1. .. .. ... '. . .. ". -� � .. �' . ti k "--I--- i` . � - �` O .. .. .. — � . .��. ....... *.' ' " .... % % .. .... % %. .. '..' — ..' .— _*�. .. _` .. .. ..-.-- .1 1. 1,.. I � %. % .. ... : ,-. . . I 11w. ____ P .. .- - '.*.% .. ' , ... . .� . 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T 131x.3=_ _% _ /:_ y j �}••• I..5 X30 .J r8..t - _ . i 11 :''`= -= =::a;::: 6 =::. -N-:::: {.. d:: T`�/ ... ..}} r <' .. � 3 1 0 6 - ........--------.-----\,.....- I. 20 10 0 20 40 60 GRAPHIC SCALE 1'� 20' J. 14502 UNAUTHORIZED CHANGES: CITY OF LAKE ELSINORE SHEET RICK ATG G CL_)MY1UN I TM San Diego Riverside Orange Phoenix Tucson I City B1vd West, Suite 1285 • Orange, CA 92868 • (714) 939-1440 • FAX (714) 939-1441 • wwwaickeng.com PREPARED UNDER THE DIRECTION OF: BARRY J COWAN, RCE #C46568 (EXP. 6-30-07) 6&�os DATE CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE '13 RESPPLANONSABLEOR CHANGESBLE TOfOE ENPLANORIZED MUSTCBENGES TO APPROVEDHESE FINE GRADING &UTILITY PLANS OF BY THE PREPARER OF THESE PLANS AND THE C]TY ENGINEER. FOR 21 SCALE: AS SHOWN LAKE ELSINORE MARKET PLACE SHEETS FILE N0. DATE: 5/20/05 I VERTICAL CONTROL I 7�q PLOT DATE: 10 -JUN -2005 JN 14502 c fu Q 0 Cn C Qj ai C U C Lu x U at MISP N O > C 4- N Q Lo � Q N E O O L U 0 / U O C L (D +- Cl- C / O O U I > C) O U — •— Q 4- L / (D to > p / L C C 0 �- LO L cn 00 I U O (D •- C .- / in LL- 1-- O / C O N L N O 0 i � I z d- > L / O O / F:;01 E- W Uj 2 N ------------ PROPERTY LINE & LIMIT OF WORK PARCEL 16 1 PM 32369 PRE BY FUS. -C LIMIT OF WORK BENCH MARK: CITY OF LAKE ELSINORE BM B-95-56 DESCRIPTION: CHISELED SQUARE ON TOP OF CURB, ELEV = 1274.91 LOCATION: FROM THE APPROXIMATE INTERSECTION OF COLLIER AVENUE AND CENTRAL AVENUE 66 FEET SOUTHWESTERLY ALONG CENTRAL AND NORTHWESTERLY 32 FEET TO CHISELED SQUARE ON TOP OF CURB OPPOSITE FIRE HYDRANT )JG ALEA1 CALL r1BEFORE YOU , 1-800-227-2600 UNDERGROUND SERVICE ALERT Call at least 2 working days prior to excavating. REVISIONS I I APPROVED DESIGNED BY: DB DRAWN BY: DB I CHECKED BY: SEE SHEET 13 SEE SHEET W. S. Oil 16 12-005 DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. ROBERT K.MOEHLING RCE.No. 56 DTE CITY ENGINEER EXP. DATE 6/30/2006 SEAL QROFESSIpNQ� QUO F� L-) DADDV i rnWAKI 2 w No. C46568 EXa.6-30-07 J� CIVIL �Q qlF OF C 4 - ?0 10 0 20 40 60 GRAPHIC SCALE 11"- 20' J. 14502 UNAUTHORIZED CHANGES: LJLZ NJ joo�I RICK ENGPaZWNG COMPANY CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE It 1z RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE LzimATM San Diego Riverside orange Phoenix Tucson PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED 1 City Blvd west, suite 1285 • Orange, CA 92868 • (714) 939-1440 • FAX (714) 939-1441 • www.rickengmm BY THE P R E P A R E R OF THESE PLANS AND THE CITY ENGINEER. SCALE: AS SHOWN PREPARED UNDER THE DIRECTION OF: G} 0", _ 6/50/0,5 DATE: 5/20/05 BARRY CO AN, RCE #C46568 (EXP. 6-30-07) DATE CITY OF LAKE ELSINORE FINE GRADING & UTILITY PLANS FOR LAKE ELSINORE MARKET PLACE VERTICAL CONTROL SHEET 14 OF 21 SHEETS FILE N0. 739 PLOT DA I E: ] U- JUN- LUUS JN 14502 m 0- E 0 U on I= c Cn c w U m a LLJ F- oc ' :c - -n, U -� m k t� PROP. E & r LIMIT "L'% --,"WG J01N-=--C---MBERIl-_. A. E N U E IMPROVrMENTS='-PER = ' DETAIL 1SHEEi--T`�- 4 - ?0 10 0 20 40 60 GRAPHIC SCALE 11"- 20' J. 14502 UNAUTHORIZED CHANGES: LJLZ NJ joo�I RICK ENGPaZWNG COMPANY CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE It 1z RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE LzimATM San Diego Riverside orange Phoenix Tucson PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED 1 City Blvd west, suite 1285 • Orange, CA 92868 • (714) 939-1440 • FAX (714) 939-1441 • www.rickengmm BY THE P R E P A R E R OF THESE PLANS AND THE CITY ENGINEER. SCALE: AS SHOWN PREPARED UNDER THE DIRECTION OF: G} 0", _ 6/50/0,5 DATE: 5/20/05 BARRY CO AN, RCE #C46568 (EXP. 6-30-07) DATE CITY OF LAKE ELSINORE FINE GRADING & UTILITY PLANS FOR LAKE ELSINORE MARKET PLACE VERTICAL CONTROL SHEET 14 OF 21 SHEETS FILE N0. 739 PLOT DA I E: ] U- JUN- LUUS JN 14502 m 0- E 0 U on I= c Cn c w U m ` Q� L.z LLJ F- CL V)CL z�LL- LL' >Zoz Qw w �� Crwre) w morno CL Q - v a. 4 - ?0 10 0 20 40 60 GRAPHIC SCALE 11"- 20' J. 14502 UNAUTHORIZED CHANGES: LJLZ NJ joo�I RICK ENGPaZWNG COMPANY CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE It 1z RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE LzimATM San Diego Riverside orange Phoenix Tucson PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED 1 City Blvd west, suite 1285 • Orange, CA 92868 • (714) 939-1440 • FAX (714) 939-1441 • www.rickengmm BY THE P R E P A R E R OF THESE PLANS AND THE CITY ENGINEER. SCALE: AS SHOWN PREPARED UNDER THE DIRECTION OF: G} 0", _ 6/50/0,5 DATE: 5/20/05 BARRY CO AN, RCE #C46568 (EXP. 6-30-07) DATE CITY OF LAKE ELSINORE FINE GRADING & UTILITY PLANS FOR LAKE ELSINORE MARKET PLACE VERTICAL CONTROL SHEET 14 OF 21 SHEETS FILE N0. 739 PLOT DA I E: ] U- JUN- LUUS JN 14502 m 0- E 0 U on I= c Cn c w U m o C (+- (1) 7U n La CD n N E O 0 Ln U p / U O C L (D 4- n C / O O U I > 4- U O n L / > -Q �o C -a C 0 C) LO 0 Y 00 1 U O C � / Ln L O / C O CV L (V O O Ln 1 z > / Cf) / O o / SEE SHEET BENCH MARK: CITY OF LAKE ELSINORE BM B-95-56 DESCRIPTION: CHISELED SQUARE ON TOP OF CURB, ELEV - 1274.91 LOCATION: FROM THE APPROXIMATE INTERSECTION OF COLLIER AVENUE AND CENTRAL AVENUE 66 FEET SOUTHWESTERLY ALONG CENTRAL AND NORTHWESTERLY 32 FEET TO CHISELED SQUARE ON TOP OF CURB OPPOSITE FIRE HYDRANT DIG ALERT TAI 0 CALL BEFORE YOU DIG! I-800-227-2600 UNDERGROUND SERVICE ALERT Call at least 2 working days prior to excavating. REVISIONS DESIGNED BY: DB DRAWN BY: DB I CHECKED BY: 0-11 t617.005 DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. �f��8505 ROBERT K. MOEHLI4 RCE."5056 DAT CITY ENGINEER EXP. DATE 6/30/2005 SEAL Q�OF ESSIONq� w BARRY J. COWAN No. C46568 EXp.6-30-07 Jrql CIVIL F OF CN im �I p BUILDING F s FF=1313.00 PAD=1312.17 SEE STRUCTURAL PLAN FOR BUILDING LAYOUT (FOOTPRINT SHOWN FOR s REFERENCE ONLY) b LIMIT OF WORK FUTURE � TRANSFORMER .. 1312.31 063M 0-L.1- Wo aL� �~~ FUTURE I 0/ -PL � I TRANSFORMER - BUILDING G FF=1313000 PAD=1312°17 SEE STRUCTURAL PLAN FOR BUILDING LAYOUT (FOOTPRINT SHOWN FOR REFERENCE ONLY) CONSTRUCTION NOTES O CONSTRUCT HARDSCAPE PER BUILDING PLANS. O PLANTER AREA - SEE LANDSCAPE PLANS. O5 CONSTRUCT HANDICAP ACCESS RAMP PER ARTCHITECTURAL PLANS. © CONSTRUCT 6" CURB ONLY PER COUNTY OF RIVERSIDE STD. NO. 204, O CONSTRUCT 6" CURB AND GUTTER PER COUNTY OF RIVERSIDE STD. N ® LIGHT POLE - SEE ARCHITECTURAL PLANS FOR DETAILS. WORK 10 CONSTRUCT DRIVE AISLE PAVEMENT STRUCTURAL SECTION PER DET 11 CONSTRUCT PARKING STALL PAVEMENT STRUCTURAL SECTION PER D 15 BROOKS BOX AND CONCRETE APRON PER PM 32369 ROUGH GRADING 16 CONSTRUCT 4" CLASS B CONCRETE SIDEWALK ON NATIVE (WIDTH VAR :T 16 J. 14502 If ZIN IN MCKIENGINEERlNG COMPANY I 111-� TM San Diego Riverside Orange Phoenix Tucson i City Blvd West, Suite 1285 • Orange, CA 92868 • (714) 939-1440 • FAX (714) 939-1441 • www.rickeng com PREPARED UNDER THE DIRECTION OF: / O 0 BARRY COW N. RCE #C46568 (EXP. 6-30-07) DATE UNAUTHORIZED CHANGES: '0 10 0 20 40 60 GRAPHIC SCALE 11`- 20' CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. SCALE: AS SHOWN DATE: 5/20/05 CITY OF LAKE ELSINORE SHEET 15 FINE GRADING &UTILITY PLANS of FOR 21 LAKE ELSINORE MARKET PLACE SHEETS FILE N0. VERTICAL CONTROL-7�c� PLOT DATE: 10—JUN-2005 JN 14502 a 0 U Qj C w 54 V C 0 M 0o o p T 9 M z co c_ In Cn ru z z M O m p L? n IN: I: 4 O C � Q) Q a p 4 " E 0 O U � U O C n C / O 0 U I � a o U 0- 4- Q) -f-Q) U) > -n 0)o c � L cn 0 06 U Ln C ._ L, 0 i C0 CV L N 0 O Ln I z >� �- L �i0 LIMIT OF WORK BENCH MARK: CITY OF LAKE ELSINORE BM B-95-56 DESCRIPTION: CHISELED SQUARE ON TOP OF CURB, ELEV = 1274.91 LOCATION: FROM THE APPROXIMATE INTERSECTION OF COLLIER AVENUE AND CENTRAL AVENUE 66 FEET SOUTHWESTERLY ALONG CENTRAL AND NORTHWESTERLY 32 FEET TO CHISELED SQUARE ON TOP OF CURB OPPOSITE FIRE HYDRANT SEE SHEET 15 169 ['_ INATRIMTMN NlnTFS O1 CONSTRUCT CONCRETE RIBBON GUTTER PER DETAIL SHEET 2 (W=31). O2 CONSTRUCT HARDSCAPE PER BUILDING PLANS. O3 PLANTER AREA -SEE LANDSCAPE PLANS. DIG ALEPT 1.%,.L M CALL BEFORE tTE YOU DIG! 1-800-227-2600 UNDERGROUND SERVICE ALERT Call at least 2 working days prior to excavating. REVISIONS I J APPROVED J DATE DESIGNED BY: DB DRAWN BY: DB I CHECKED BY: 10 CONSTRUCT DRIVE AISLE PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 2. 11 CONSTRUCT PARKING STALL PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 2. 12 DECORATIVE PAVING -SEE ARCHITECTURAL PLAN FOR DETAILS. 15 BROOKS BOX AND CONCRETE APRON PER PM 32369 ROUGH GRADING PLANS. CONSTRUCT 4"CLASS B CONCRETE SIDEWALK ON NATIVE (WIDTH VARIES PER PLAN). w.s., 0-721612oos , SHEET THESE PLANS HAVE BEEN REVIEWED FOR SEAL J. 14502 COMPLIANCE WITH THE APPROPRIATE Q�4FESSIONq� DICK ]ENGINEERING COMPANY CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS, AND A PERMITBARRY J. COWAN ?n 7,,, san Diego Riverside Orange Phoenix Tucson CAN BE ISSUED. w 1 City Blvd west, suite 1285 • orange, CA 92868 • (714) 939-1440 • FAX (714) 939-1441 • wwwAckeng.com No. C46568 ix Exp.6-30-07 / .,✓� s CIVIL Q PREPARED UNDER THE DIRECTION OF: �� ROBERT K. MOENLIMG RCE.14oA3 6 DAT lF OF CN`\��� 6!�� e CITY ENGINEER EXP. DATE 6/30/2006 BARRY J CO AN, RCE #C46568 (EXP. 6-30-07) 6�3a�aS DATE 20 10 0 20 40 60 GRAPHIC SCALE 11" 201 UNAUTHORIZED CHANGES: CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. SCALE: AS SHOWN DATE: 5/20/05 CITY OF LAKE ELSINORE FINE GRADING & UTILITY PLANS FOR LAKE ELSINORE MARKET PLACE VERTICAL CONTROL I I I ; I I SHEET 16 OF 21 SHEETS FILE N0. /-3I PLOT DATE: 30 -JUN -2005 JN 14502 m 0- E 0 a� a� c c W O c (4- (1) U a Lo O O Ln U a / U O C L 4? f– n C / 00 U I > U O U — n 4- L / (D co > -o / L C a � a a +- LO L V) T 0 -)� .. 1 U O T C 1L O / C O CV L CV O O Ln 1 z > > L —D / U) .. / O 0 / .: ... .... -.:.:• :0. ...... -.-*--,* .......... .r_..._. .............__.._ _ _ _ w_ LLI _-•_-- -------_________________________________ -• ••.__...._._.. rr-_. - _ _..... ......... ...PROP. EP & ------------------------------- - - - L�tMfiT ��w - JOIN CENTRAL AVENUE , INrF'ROVE1VIEf TS FUER--------- ----;--------------------------------------- -------------------------- ---------------------------------- - -- - - DEiI'AIL - SI4EtT---2------------------- ----------------- ------------- ----- ------ ----- ------ ---------------------- ------ --- -------------% NOTES �1 CONSTRUCT CONCRETE RIBBON GUTTER PER DETAIL SHEET 2 (W=3'). O3 PLANTER AREA - SEE LANDSCAPE PLANS. �5 CONSTRUCT HANDICAP ACCESS RAMP PER ARTCHITECTURAL PLANS. © CONSTRUCT 6" CURB ONLY PER COUNTY OF RIVERSIDE STD. NO. 204, TYPE "D". O CONSTRUCT 6" CURB AND GUTTER PER COUNTY OF RIVERSIDE STD. NO. 200, TYPE A-6. ® LIGHT POLE - SEE ARCHITECTURAL PLANS FOR DETAILS. O9 TRASH ENCLOSURE - 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. 12 DECORATIVE PAVING - SEE ARCHITECTURAL PLAN FOR DETAILS. 15 BROOKS BOX AND CONCRETE APRON PER PM 32369 ROUGH GRADING PLANS. 16 CONSTRUCT 4" CLASS B CONCRETE SIDEWALK ON NATIVE (WIDTH VARIES PER PLAN). BENCH MARK: CITY OF LAKE ELSINORE BM B-95-56 DESCRIPTION: CHISELED SQUARE ON TOP OF CURB, ELEV - 1274.91 LOCATION: FROM THE APPROXIMATE INTERSECTION OF COLLIER AVENUE AND CENTRAL AVENUE 66 FEET SOUTHWESTERLY ALONG CENTRAL AND NORTHWESTERLY 32 FEET TO CHISELED SQUARE ON TOP OF CURB OPPOSITE FIRE HYDRANT SEE SHEET 16 __::::_:_=_.r ............... :::::::::.....::::::....:.::......_....-- - - - - - - -s_ ... ........:........r..._:... r ......:...:. . .r:._.:..._... r.... _......._........_......._.._........._........_...... _......._-__........ - _. __ -.-_.. .. - - _ h_ - ...a.,__.. _.. .. .r .-.�.Wr.r�.W.... __.. -........___......._..._._____-_._____- _____ _ _ TR AVENUE -------------- -- ------ ------------- -------- ------------------------ -------------- ----- - IMPROVEMENTS PER ------------------------------------------------------------------------------ ------------------------------------------- _:__:__- ____- _:___ _ _ _ ----- 3 69 OFFSITE ----------------- - -. M ___ ------------------------------------------- IMPROVEMENT PLAN EXISTING ---- ._. -. := ------------------ - - - • X - - DEW .----- ••-----...:._---=---------------------------------------------- T EXISTING ............. .. SIDEWALK -CURB & GUTTER ----.--------- ----------------- ------------------------------------------------------------------'--------- ..... _. - .r ------------ q 25 CENTRAL AVE — 26 _ _ _ _ STATE HW 74) W. S. 01 18 I zoos DIG REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR ALEPT COMPLIANCE WITH THE APPROPRIATE JL JL CONDITIONS OF DEVELOPMENT AND/OR Emmml TM CITY AND STATE LAWS, AND A PERMIT CALL CAN BE ISSUED. BEFORE YOU DIG! 1-800-227-2600 UNDERGROUND SERVICE ALERT Fz08ERT` K< WiOENL1NG RCE.WO.63 6 DATE Call at least 2 working days prior to excavating. DESIGNED BY: DB DRAWN BY: DB CHECKED BY: CITY ENGINEER EXP. DATE 6/30/2006 SEAL Q�ESSIONgI 61 DADDV i rnwAKI -y- No No. C46568 -4 EXp.6-30-07 s�gjFCIVIL`EO���Q OF C A\ J. 14502 vL--� ni RICK ]ENGINEERING COMPANY U lz I N1 m 7M San Diego Riverside Orange Phoenix Tucson 1 City Blvd West, Suite 1285 - Orange. CA 92868 - (714) 939-1440 - FAX (714) 939-1441 - wwwxickeng.com PREPARED UNDER THE DIRECTION OF: BARRY AN, RCE "C46568 (EXP. 6-30-07) DATE UNAUTHORIZED CHANGES: 4 ?0 10 0 20 40 60 GRAPHIC SCALE 1` 20' CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. SCALE: AS SHOWN DATE: 5/20/05 CITY OF LAKE ELSINORE SHEET 17 FINE GRADING &UTILITY PLANS of FOR 21 LAKE ELSINORE MARKET PLACE SHEETS FILE N0. VERTICAL CONTROL PLOT DATE: 10 -JUN -2005 JN 14502 c m CL 0 m c ai C W x 0) 0 > C (+- v 7C) Q Lo 0) Q N E O O In U �r — �o / U O C L N +- n C I-- 0 O O U I > U O U — Q L / (D > �0 C � p L V) �T 0 - .. 1 (-)0 Q) 7-- C O / C O (V L CV 0 0 L(-) 1 z �r > C � / U) / O 0 / CONSTRUCTION NOTES O1 CONSTRUCT CONCRETE RIBBON GUTTER PER DETAIL SHEET 2 (W=31). O2 CONSTRUCT HARDSCAPE PER BUILDING PLANS. O3 PLANTER AREA -SEE LANDSCAPE PLANS. 5o CONSTRUCT HANDICAP ACCESS RAMP PER ARTCHITECTURAL PLANS. BUILDING A © CONSTRUCT �� TYPE D . 6 CURB ONLY PER COUNTY OF RIVERSIDE STD. NO. 204, FF -1306o50 P. 7 CONSTRUCT 6" CURB AND GUTTER PER COUNTY OF RIVERSIDE STD. NO. 200, TYPE A-6. PAD=1305eJQ Q8 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 O BROOKS BOX AND CONCRETE APRON PER PM 32369 ROUGH GRADING PLANS. r � r _ N =: PARCEL 15 IMPROVEMENTS PER - - - ' . _ PM 69 PRECISE GRADING PLANS 323 - ---------------- .. . . • :3 . �:: .. .....----------------------------------------------- ::::::::::::::::::::::::::::: - ,: - :............. .. ..... . , BY EN ENGINEER :.:. ENGINEERING. = :. ...._.. :.. PRO PERT LINE & -------------- i L , r _ ._ ........................... ............ r I ------------------------------ • ,`� •-_• • %................................ 12.07. • ... ... ..... a_._ I PROPERTY LINE & LIMIT OF WORK %,;. G .. ----------------------------I l R, W •-••------•--- =� t -----------•-•-•-•-•-•-•-•-------•------------------------------, ............................................................... :�. \ I ............ .• BENCH MARK: CITY OF LAKE ELSINORE BM B-95-56 DESCRIPTION: CHISELED SQUARE ON TOP OF CURB, ELEV = 1274.91 LOCATION: FROM THE APPROXIMATE INTERSECTION OF COLLIER AVENUE AND CENTRAL AVENUE 66 FEET SOUTHWESTERLY ALONG CENTRAL AND NORTHWESTERLY 32 FEET TO CHISELED SQUARE ON TOP OF CURB OPPOSITE FIRE HYDRANT DIG ALERT Tu 0 CALL BEFORE DA YOU DIG! 1-800-227-2600 UNDERGROUND SERVICE ALERT Call at least 2 working days prior to excavating. W. 5.) 07 IS ZOO REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. ROBERT K. WXJNC779cE-Ho-636 DA E DESIGNED BY: DB DRAWN BY: DB CHECKED BY: CITY ENGINEER EXP. DATE 6/30/2006 SHEET SEAL Q�OF ESSI ONq� n a nnv 1 /%MAI KI i1 I -D -•. __- I w No. C46568 ix Exp.6-30-07 s�q�FCIVIL\�o���Q OF C A\ J. 14502 LEMN IN RICK ]ENGINEERING COMPANY ulz I N1 kz[-1 Ix INEI= I TS.L-ion I T,, San. Diego Riverside Orange Phoenix Tucson 1 City Blvd West, Suite 1285 • Orange. CA 92868 • [714) 939-1440 • FAX (714) 939-1441 • www rickengoom PREPARED UNDER THE DIRECTION OF: /" 0 GA�� BARRY I C AN, RCE 11C46568 (EXP. 6-30-07) 6A0�05 DATE 20 10 0 20 40 60 GRAPHIC SCALE 11" 201 UNAUTHORIZED CHANGES: CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. SCALE: AS SHOWN DATE: 5/20/05 T F- W Uj 2 LU LU y CITY OF LAKE ELSINORE SHEET 118 FINE GRADING &UTILITY PLANS OF FOR 21 LAKE ELSINORE MARKET PLACE SHEETS FILE N0. VERTICAL CONTROL '?3-1 PLOT DATE: 10 -JUN -2005 JN 14502 c E 5 t 7 P. OR BUILDING IN FOR-xA N iN - - - ---------------- .. . . • :3 . �:: fit• _ 6 •• 20 10 0 20 40 60 GRAPHIC SCALE 11" 201 UNAUTHORIZED CHANGES: CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. SCALE: AS SHOWN DATE: 5/20/05 T F- W Uj 2 LU LU y CITY OF LAKE ELSINORE SHEET 118 FINE GRADING &UTILITY PLANS OF FOR 21 LAKE ELSINORE MARKET PLACE SHEETS FILE N0. VERTICAL CONTROL '?3-1 PLOT DATE: 10 -JUN -2005 JN 14502 c E 5 t O �Q L�--{� o U Q N E O 0 Ln U � U O C L N 4- n C O 0 U I > 4— p O U - n 4- L i > L p� p C 7U a 0 +- Q L U) CD -Z 00 I 00 O •- C rz LL- O i c O N L N 0 0 � I z b- > > L i O O CONSTRUCTION NOTES O1 CONSTRUCT CONCRETE RIBBON GUTTER PER DETAIL SHEET 2 (W=3'). O3 PLANTER AREA -SEE LANDSCAPE PLANS. O5 CONSTRUCT HANDICAP ACCESS RAMP PER ARTCHITECTURAL PLANS. O6 CONSTRUCT 6" CURB ONLY PER COUNTY OF RIVERSIDE STD. N0. 204, TYPE "D". O8 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. 16 CONSTRUCT 4" CLASS B CONCRETE SIDEWALK ON NATIVE (WIDTH VARIES PER PLAN). SEE SHEET 18 •--z r -1 e6> • o BUILDING S FF -1308000 PAD=1307°17 FUTURE IMPROVEMENTS LIMII OF YYUHK BUILDING T FF=1307.50 II J I PAD=1306.67 FUTURE k � I IMPROVEMENTS � I f ` F:� I PROP. EP & LIMIT OF WORK \ El -PAR:8-,�r L �17 BUILDING R FF=1309.00 �I -� PAD=1308.17 FUTURE IMPROVEMENTS II F ri tis $ ''•� -' `'}.. -. �•' - w :.. _...:....:.....:... 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EXSTING:------- SIDEWALK • -..................... _-.._-------SIDE-WALK ------ c ,,. ------------EXISTING G - CURB.&0UTTER _ ----------------------- .......................... 1ss:s 16 17 18 19 CENTRAL AE ; / '. (STATE HW, 74) 4/ r W W 2 20 10 0 20 40 60 W. 56 01 (8200 S GRAPHIC SCALE 11"- 20' BENCH MARK: REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL ).14502 DIG COMPLIANCE WITH THE APPROPRIATEQROFESS1 UNAUTHORIZED CHANGES: CITY O F LAKE ELSINORE SHEET CITY OF LAKE ELSINORE BM B-95-56 � � RICK ]ENGRqEERING COMPAI%N CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE DESCRIPTION: CHISELED SQUARE CD TM CONDITIONS OF DEVELOPMENT AND/OR ���`� Fyc RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE 19 ON TOP OF CURB, ELEV = 1274.91 CITY AND STATE LAWS, AND A PERMIT BARRY J. COWAN ��, TM San Diego Riverside Orange Phoenix Tucson PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED FINE GRADING &UTILITY PLANS OF LOCATION: FROM THE APPROXIMATE BE CAN BE ISSUED. w 1 City siva west, Suite 1285 . , CA 92868 • (714)939-1440 • FAX (714) 939-1441 • www.rickengcom BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. 2,' INTERSECTION OF COLLIER AVENUE f No. C46568 SCALE: AS SHOWN R AND CENTRAL AVENUE 66 FEET YOU DIG., Exp.6-30-07 LAKE ELSINORE MARKET PLACE SOUTHWESTERLY ALONG CENTRAL 1-800-227-2600 SHEETS AND NORTHWESTERLY F � S Gf s�q CIVIL ��Q PREPARED UNDER THE DIRECTION OF: FILE N0. CHISELED SQUARE ON TOP OF CUR Cap UNDERGROUND 2Ra kNDsERVICE ALERT �•pB�R? K. MOENL ING RC�.N4. 3456 DAT TF OF CA����� /OS B g days prior to excavating. DESIGNED BY: DB DRAWN BY: DB CHECKED BY: DATE: 5/20/05 VERTICAL CONTROL OPPOSITE FIRE HYDRANT CITY ENGINEER EXP. DATE 6/30/200 BARRY 6 C WAN, RCE #C46568 (EXP. 6-30-07) DATE 1 739 PLOT DATE: 10 -JUN -2005 JN 14502 Z n 00 O > C CL Lo Q N E O 0 L 0 O C L -+-- n C I- 00 OO U I > a 0 U — Q 4- - L / N > a / L � p C C � a a +- L to '�I- 0 —Z .. 1 00 (D -- C / LL- 1 O / C O tV L iV O 0 � I z > L / Y -- / O O / r- rVI C'TI►In P1rT • ILII.,,-. ,., . , , � LIMIT OF WORK t- ^11.7 1 1114 11 L- 1 HI11111YV ITHLL -_`______________________________ GRADING- ---------- LU BENCH MARK: CITY OF LAKE ELSINORE BM B-95-56 DESCRIPTION: CHISELED SQUARE ON TOP OF CURB, ELEV = 1274.91 LOCATION: FROM THE APPROXIMATE INTERSECTION OF COLLIER AVENUE AND CENTRAL AVENUE 66 FEET SOUTHWESTERLY ALONG CENTRAL AND NORTHWESTERLY 32 FEET TO CHISELED SQUARE ON TOP OF CURB OPPOSITE FIRE HYDRANT BUILDING A FF=1306°50 PAD=1305050 SEE STRUCTURAL PLAN FOR BUILDING LAYOUT (FOOTPRINT SHOWN FOR REFERENCE ONLY) CONSTRUCTION NOTES O3 PLANTER AREA -SEE LANDSCAPE PLANS. 4O CATCH BASIN AND LOCAL DEPRESSION PER PM 32369 ROUGH GRADING PLANS. �i CONSTRUCT HANDICAP ACCESS RAMP PER ARTCHITECTURAL PLANS. 07 CONSTRUCT 6" CURB AND GUTTER PER COUNTY OF RIVERSIDE STD. NO. 200, TYPE A-6. 10 CONSTRUCT DRIVE AISLE PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 2. 13 CONSTRUCT CONCRETE RIBBON GUTTER PER DETAIL SHEET 2 (W=10'). 14 CONSTRUCT CONCRETE RIBBON GUTTER PER DETAIL SHEET 2 (W=41). 16 CONSTRUCT 4" CLASS B CONCRETE SIDEWALK ON NATIVE (WIDTH VARIES PER PLAN). DIG ALERT Y CALL BEFORE tTE YOU DIG! 1-800-227-2600 UNDERGROUND SERVICE ALERT Cal at least 2 working days prior to excavating. oos REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. op ---��f< ROBERT K. MOENUNENo.6 DATE DESIGNED BY: DB DRAWN BY: DB CHECKED BY: CITY ENGINEER EXP. DATE 6/30/2006 SEAL Q�OFESSI pNQ� BARRY J. COWAN ?� w fi Of No. C46568 ix Exp.6-30-07 J� CIVIL �p qjF OF C A`\���� J. 14502 14 ZIN—NI RICK ENGiNuuuNG COMPANY T1111 San Diego Riverside Orange Phoenix Tucson I City Blvd West, Suite 1285 - Orange, CA 92868 - (714) 939-1440 - FAX (714) 939-1441 - www,rickeng.com PREPARED UNDER THE DIRECTION OF: BARRY J 'COWAN, RCE #C46568 (EXP. 6-30-07) 20 10 0 20 40 60 GRAPHIC SCALE 11&— UNAUTHORIZED CHANGES: CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. SCALE: AS SHOWN 6�3c a5 DATE: 5/20/05 DATE Uj LIJ Z co CITY OF LAKE ELSINORE SHEET 20 FINE GRADING &UTILITY PLANS of FOR 27 LAKE ELSINORE MARKET PLACE SHEETS FILE N0. VERTICAL CONTROL 73q PLOT DATE: 10 -JUN -2005 JN 14502 c C 0) 0 O T 7U L N O Ln O L 4- F O U I U L O C O L C.� I N C N O L R PPA' �7 L C U � d � d U C .— / lI C C- L L O I L L U / C / r m 0- E E 0 U o� c a� n� c 0) c w u