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HomeMy WebLinkAboutSIP_Chaney St_00-09_00-11 t GENERAL NOTES 1. NOTE STREET IMPROVEMENT PLANS ' D THE EXISTENCE CONTRACTOR:AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF LAKE ELSINORE DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION,NOR THE EXISTENCE OR PRECAUTIONARY RY ME SU ANY UNDERGROUND UTILITY,PIPE OR H A N E STREET , LAKE ELSINORE STRUCTURES WITHIN THE UNITS OF THE PROJECT.THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL UTILITIES, PIPES OR STRUCTURES,WHETHER SHOWN ON THESE PLANS OR NOT.ANY UTILITY DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACED ETO THE XPENSESARSFACTION OF THE GOVERNING AGENCY BY THE CONTRACTOR AT HIS C NW OF RIf,1C�Q1M, CAI F=ORNI A �I 2. ALL WORK SHALL CONFORM TO CITY CODES,STANDARDS SPECIFICATIONS FOR PUBLIC �d�./�JI�' ' 1./� I7���I1r171VG \.//'�LlrVfl�\/''� WORKS LATEST EDITION AND STANDARD DRAWINGS.IT IS THE CONTRACTOR'S cq. RESPONSIBILITY TO BE FAMILIAR WITH THESE STANDARDS AND CODES AT ALL TIMES. 3. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR TWO WORKING - - -- -- -- -- - 25+63.94 CHANEY ST. DAYS PRIOR TO BEGINNING ANY WORK.CALL FOR INSPECTOR AT(909)674-3124 10+00.00 C CHANEY ST. CHANEY STREET 20+61.37 C CHANEY ST. EXT.247 RECORDER FOR INSPECTIONS(909)674-1344 BETWEEN THE HOURS OF yr II 9:00 AM AND 4.00 PM MONDAY THROUGH FRIDAY. - - - - - - - - - - - - - - - - EXIST.R/W-y - - - - - - - - 15 4. CONTRACTOR SHALL MAINTAIN MANUAL CONTROL M ACCORDANCE WITH TION.FAILURE I _ _ _ _ _ PROP.RLW t I TRAFFIC MANUAL AND WATCH MANUAL AT ALL TIMES WRING CONSTRUCTION.FAILURE TO DO SO SHALL REQUIRE IMMEDIATE WORK STOPPAGE. 5. IT SHALL BE THE RESPONIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE W LJJ \ \ I I I I I I NECESSARY RELOCATION OF ANY UTILITIES.CONTRACTOR SHALL GIVE ALL UTILITY { COMPANIES INVOLVED AT LEAST TWO WORKING DAYS ADVANCE NOTICE PRIOR TO m _ I I I U) F - BEGINNING CONSTRUCTION AS WELL AS 1-800-227-2600.UNDERGROUND SERVICE ALERT. C-) It _I 6. THE CONTRACTOR SHALL BE RESPONIBLE FOR THE CLEARING OF THE PROPOSED ( Q , \\\ I WORK AREA,AND RELOCATION COST OF ALL EXISTING UTILITIES.CONTRACTOR SHALL INFORM THE CITY OF LAKE ELSINORE OF CONSTRUCTION AT LEAST TWO WORKING DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION. 7. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PLACE PRIOR TO PAVING 1 THE STREET SECTION,INCLUDING,BUT NOT LIMITED TO SEWER,WATER,TELEPHONE, ELECTRICITY,GAS AND DRAINAGE FACILITIES. 4w & ALL STREET SECTIONS ARE TENTATIVE,ADDITIONAL SOIL TEST SHALL BE TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENT& cl SECTION THICKNESS SHOWN ARE FOR BONDING PURPOSES ONLY. \ \ \ ( I I 2 _ z 9. ALL EXISTING UNDERGROUND UTIUTIES AND STRUCTURES MUST BE POTHOLED AND VICINITY MAP ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION.THE ENGINEER OF RECORD SHALL BE INDEX MAP NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS.THE REVISIONS NTS SHALL BE IN THE FORM OF'AS-BUILT"PLANS SUBMITTED TO THE CITY ENGINEER FOR SCALE: 1'=100' - APPROVAL PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT BY THE CITY ENGINEER. UTILITY SUPPLIERS. 10. ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION WATER/SEWER ELSINORE VALLEY MUNICIPAL WATER DISTRICT SHALL BE REPLACED TO CITY STANDARDS AS APPROVED BY THE CITY ENGINEER. 31315 CHANEY STREET CENTERLINE TIES ARE TO BE FURNISHED TO THE CITY ENGINEER AT THE COMPLETION OF THE PROJECT BEFORE ACCEPTANCE IS GRANTED. LAKE ELSINORE,CA.925M (909)674-3124 11. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE GAS SOUTHERN CALIFORNIA CAS COMPANY WTHIN PUBUC RIGHT-OF-WAY.BEFORE ISSUANCE OF SAID PERMIT,THE CONTRACTOR P.O.BOX 3CAL MUST PROVIDE THE CITY ENGINEER WITH CERTIFICATE OF INSURANCE,REWIRED P.O.BOX 03A.92373-0306 ryA BONDING FOR PUBLIC FOR PUBLIC IMROVEMENTS.THE ENCROACHMENT PERMIT MUST BE AT THE JOB SITE AT ALL TIMES WRING CONSTRUCTION WITH AN APPROVED SET OF (909)335-7828 IMPROVEMENT PLANS TELEPHONE GENERAL TELEPHONE COMPANY VL •,� 12. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE A RESPONSIBLE 120 EAST THIRD STREET 50'PERRIS,CA.92570-2188 REPRESENTATIVE,AT THE JOB SITE AT ALL TIMES DURING CONSTRUCTION. (909)657-7612 40' 10' 13. THE CONTRACTOR SHALL INSTALL STREET NAME SIGNS CONFORMING TO THE CITY I STANDARDS ELECTRIC SOUTHERN CALIFORNIA EDISON CO. BARDS Y,unES e• 26100 MENIFEE ROAD -14 B- I 14. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER TO ROMOLAND,CA.92380-9752 ' 2' ,' CONSTRUCTION NOTES AND QUANTITIES INSTALL STREET CENTERLINE MONUMENT AS REQUIRED BY RIVERSIDE COUNTY (909)928 ' ORDNANCE NO.461. CABLE MEDIA ONE CABLE vAREs 7 I'� I 15. NO OBSTRUCTION OR DISTURBANCE OF NATURAL DRAINAGE COURSE OR EXISTING 425 S.CORONA AVENUE - __- 0.IM�Zc 1 I O1 CONSTRUCT 6'A.C.PAWING OVER 9•CL R A.B.(TENTATVE) p8,214 8F F STORM DRAIN INLETS SHALL OCCUR DURING THE RAINY SEASON UNLESS ADEQUATE CORONA CA.91719 I ¢ TEMPORARY/PERMANENT FACILITIES HAVE BEEN APPROVED AND INSTALLED TO CARRY (909)270-3415 STING PAWO 3 I y Q2 CONSTRUCT TYPE A-8 CURB k CUTTER PER RIVERSIDE COUNTY 67D 201 1,003 LF ¢ SURFACE WATER TO THE NEAREST STREET,STORM DRAIN OR NATURAL WATERCOURSE. ���---EEE777777 1 't [�3 CONSTRUCT 6'SIDEWALK PER RIVERSIDE COUNTY STD 401 6.107 SF 16. INSTALL STREET TREES IN ACCORDANCE WTH THE APPROVED LANDSCAPE PLANS. 1 ABBREVIATIONS LEGEND 2 o CONSTRUCT DRIVEWAY APPROACH PER RIVERSIDE COUNTY S7D 207,N-30' 3XEA p 17. STREET LIGHT STANDARDS WILL BE CONSTRUCTED OF MARBELITE.THE STREET LIGHT TYPICAL SECTION: CHANEY STREET QS CONSTRUCT CATCH BASIN PER RIVERSIDE COUNTY SID 300.W-14' T EA SYSTEM SHALL HAVE SEPARATE METERS INSTALLED AND THE CITY SHALL ASSUME FL FLOWLINE a INaCATEs EXISTING POWER POLE Nts g . BILLING RESPONSIBILITY FOR THE STREET LIGHTS f )' INDICATES DUSTING FIRE HYDRANT © CONSTRUCT LOCAL DEPRESSION PER RIVERSIDE COUNTY STD 311,CASE C 1 EA TC INDICATES TOP OF CURB ELEV. NOTICE TO THE CONTRACTOR L'o"TES EDGE OF DUSTING PAVEMENT O7 CONSTRUCT AC OVERLAY,VARIABLE THICIOEM 3,ea6 SF FS INDICATES FINISH SURFACE ELEV. OB CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONI&UTY FOR JOB SITE FC INDICATES FINISH GRADE ELEV. INDICATES BIDEWALK RELOCATE D097MG 1 EA CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,INCLUDING INDICATES AC PAVING O9 REMOVE OUSTING SIGN 1 EA I SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY FF INDICATES FINISH FLOOR ELEV. CONTINUOUSLY AND NOT TO BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE ® INDICATES AC OVERLAY 10 ADJUST EXISTING MANHOLE 7D GRADE 1 EA CONTRACTOR SHALL DEFEND,INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER INV INDICATES INVERT ELEV. HARMLESS FROM ANY AND ALL UABILTY,REAL OR ALLEGED,IN CONNECTION WITH THE 11 INSTALL RCP,2lXXD,STORM GRAN PPE LF PERFORMANCE OF WORK ON THIS PROJECT,EXCEPTING FOR LIABILITY ARISING FROM TG INDICATES TOP OF GRATE ELEV. THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 1©HP INDICATES HIGH POINT EM SAWCUT AND ROVE EXIST.PAWING(I-MIN) 1093 LF I EXISTING UNDERGROUND STRUCTURES GB INDICATES GRADE BREAK 13 INSTALL TYPE N MARKER•15'O.C. 8 EA THE EXISTANCE AND LOCATION OF ANY UNDERGROUND PIPES OR CONDUITS SHOWN RD ROOF DRAIN 14 INSTALL STREET LICIT PER EDISON PLANS ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.TO THE BEST OF OUR KNOWLEDGE,THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS.THE CONTRACTOR IS REQUIRED TO TAKE THE PRECAUTIONARY PERSUANT TO ASSEMBLY BILL 3019,NO EXCAVATION PERMIT NOTICE TO THE CONTRACTOR SQLS ENGINEER• MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD UNDERGROUND SERVICE ALERT IS VALID UNLESS THE FOLLOWING IS PERFOMED: i OR NOT SHOWN ON THESE PLANS.IT SHALL BE THE CONTRACTOR'S RESPONSIBIUTY - JOHN R.BYERLY,INC. TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE UNDERGROUND SERVICE ALERT HAS BEEN CONTACTED AND THE ESTIMATES OF IMPROVEMENT AND GRADING QUANTITIES AS SHOWN HEREON 2257 SOUTH ULAC AVE. - STARTING WORK.CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY HAS PROVIDED INQUIRY I.D. ARE PROVIDED FOR SATISFYING PLAN CHECK INFORMATION REQUIREMENTS ONLY. BLOONINGTON,CA.92316 - /• FOR THE UNDERGROUND UTILITY PIPES,CONDUITS OR STRUCTURES SHOWN OR NOT CALL: TOLL FREE THE CONTRACTOR SHALL PERFORM AN INDEPENDENT ESTIMATE OF ALL IMPROVEMENT PHONE:(909)783-1910 SHOWN ON THESE PLANS.LOCATE ALL UTILITIES BEFORE CONSTRUCTION. THE UNDERSIGNED AGREES TO CONTACT AND OBTAIN AN QUANTITIES INCLUDING GRADING QUANTITIES,AND SHALL USE SAVE AS A BASIS I 1-800-227-2600 INQUIRY I.D./FROM UNDERGROUND SERVICE ALERT AT LEAST FOR HIS BID(S)AND CONNTRACT(S). DRAWING SHEET INDEX OWNER: TWO WORKING DAYS PRIOR TO THE COMMENCEMENT OF EXCAVATION. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE AND ACCOUNT FOR TRIPLE J DEVELOPMENT DISTRIBUTING ANY EXCESS MATERIAL OR SUPPLYING ANY DEFICIENCIES TO SHEET 1 TITLE SHEET 600 CENTRAL AVE.BUILDING'A' _ BRING THE SITE TO DESIGN GRADE �\. d 7YF0 ���BUM YOu SIGNED DATE SHEET 2 IMPROVEMENT PLAN LAKE ELSINORE, 5 400 _ 4-Z:t E Q lNHMT-A 5TMMDRAIN PERM PHONE: (909)245-5400 LEGAL DESCRIPTION: BASIS OF BEARINGS: REVISIONS PREPARED UNDER E SUPERVISION OF: SCALE: ���+� THE CORNERSTONE GROUP CITY OF LAKE ELSINORE SHEET ALL OF LOT 7 TOGETHER WITH A PORTION OF LOTS THE CENTERLINE OF CHANEY STREET N43-44.08'E AS SHOWN ,/Q�/// CIVIL ENGINEERING, PLANNING, LAND SURVEYING IN THE COUNTY OF RIVERSIDE, CALIFORNIA g ( ) "- -" �S/- /e-144 DATE: ' 1485 SPRUCE STREET, SUITE H •I /Q e 3.4.5 AND 6 OF HEALD'S RESUBDIVISION,IN THE ON RECORD OF SURVEY,FILED N BOOK 91,PAGES 1 THRU 3, CHAR S W.STE RIVERSIDE, CALIFORNIA 9250E STREET IMPROVEMENT PLANS if a+oue COUNTY OF RIVERSIDE,STATE OF CALIFORNIA,378 AS RECORDS OF RIVERSIDE COUNTY,CALIFORNIA. ,ry (0, R.CE NO.29725 DIP.3/O.T DATE 909 342-0036 FAX 909 342-0268 SHOMN BY MAP ON FILE IN BOOK B.PG 376 OF Z 4�0�G rA R Ad6l C QB R4MP9. 10,6, / �g�S HAVE BEEN REV EM FOR COMPLIANCE WIN TIC APPROPRIA A-93-17 12/95 ELEVATION: 1273.77 FOR , pF•�• 79, MAPS,sAN DIEGO COUNTY RECORDS // AODFO 5NE 3 R E57E R!i•LD. p APRLw TAC C9�Nnlnas of oEgrFENE1NT AND/OR Ott AND STATL AT THE INTERSECTION OF CHANEY STREET AND MINTHORN STREET,AT THE SWLY CORNER OF THE INTERSECTION, CHANEY STREET FILE N0. I ST L . D /J W R L 38.5'NW OF THE CENTERUNE OF CHANEY STREET,2.0'SE OF A STREET LAMP POST,&5'SE OF PP 7956E, MARK EVASIOd A A r��,s0���,..._.-.. �,_,s.�f /2� TITLE SHEET DESIGNED BY: R.K.F. DRAWN BY: D.K.B. CHECKED BY: C.W.S. RA 0'OGNNEn RCE CITY ENGRIEER MI SWLY OF A FIRE HYDRANT,A CHISELED SQUARE IN THE TOP OF CURB. 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OWN mom - -O �� -------- -- -------�, �'/ -- ---- -'-------- `u---- ___--- --------- ----- --- I-- -- - - --------- .�. ..�■y .►ice�J///,//����/.��/////�I1������_..----- MOM, - _ 'IA - how, ; i�S"• - �'1i=��►�'��rfii{ �� r o S:"., -� iY-w.fll��itr� = 1 a a Q a • 1 1 I.1 I •• • ' , oMMOMMEM.Rrim m � • 1 1 • • 1 ' 1 ' 1 • • X. 1 • 1 :1 1 1 ••1 I 1 :•1 ! V' f ' • • 1 1 1' • 1 .• 1 .I I � � a 1270 C/L p NOTES: g z 1. BREAK INTO EXISTING BOX FOR NEW OPENING. 1265 C/L o o P 2. STEEL TO BE PER RIVERSIDE FLOOD CONTROL DISTRICT STD. CB109. N� O� o 0 3. CONCRETE SHALL BE CLASS "A". o � o o, O- N +N OtD O o t` + N O O O OV1 O- J QW Q Q> �^ N� h try } +N O Y) !n TAW FJ > Q> '> '> '> N� 1270 RT g Nr 1 1 54.30 FL TRENCH WALL N t .00 n w 42 RCP + ' s _ > 1265 RT P I S H. L R1 � ri o •- 1 n � I m - CLASS'A'CONCRETE e N 2.90' d 1260 RT EXISTING a o NOTE: SEE RIVERSIDE COUNTY COUNTY 2-24'RCP N ai ni STD. FOR CONNECTION. / 4 / M a 62.13 FL ° 1255 RT - INLET 21 XIST.INLET R.C.F.C.D.STD.CB110 a. GRATE E TA 3.41' TG 6' 3.41 / g 66.15 54 PLAN VIEW SECTION A-A AR &;Tml M LF 2 cP rt o . NTS NTS * D ON 1Lu RkTIC N PROFILE STORM DRAIN CONSTRUCTION DETAIL -m - HORIZ. 1"-40' NTS VERT. 1"-4' 10+00 11+00 12+00 13+00 14+00 15+00 1WW C CM EY ST. PP T I FI G MB- \® C. Ft FC ELfC FI Gf SIGN p �p p I GAS GAS GAS �AS SOUR 17ASw 12 SOUR GAS SOUR CA �A S GASSY 'SMR �AS SOUR 12a SMR ..�... GGA SEWER MH WW 9+00 1 11+00 7 2+00 12 1\11.00 4+00 15+00 ANtT t6+ 17+00 N43'4/'08"E 1563.94'18+00 79+0o t2 20tt08 7 21+00 E105T.CONC.BRO(E R H 10 14 13 a9 I SIGN 1267.32 TC 1 11 1 3 14 _ 1265 B o 1266.70 F5 1 14 $ "-EXISTING R/W' g 2 3 BUS STOP SIGN 3 Q 1267.961C 1267.69 TC 6'PIPE 1267.04 FS 95. 1267 1 1 .. . . .. .. .. ., NI3'{4' 'E 871.{7 m � R� 0 PROPOSED R/11' R .03 /W PROPOSED INPRO(EIIENTS PER N 6 a QTY PROJECT 99-2 5 i R,, 8P 1266 a �� 1265 1265.15 Tc o a g S e .Q+i S IF AADJO I WIMPROVEMENTS T b [r' 1254.15 A.OU g W 6 X3.5' ATE $ F %'70 HAZE NOT BFF/1 CONSTRUCTED IIWET m R.GF.C.D.R/W r r: r266 CHANEY STREET CONSTRUCTION NOTES NOTE: THIS PLAN IS FOR STORM DRAIN Q1 CONSTRUCT 6'A.C.PAVNG DYER 9"CL 9 A.B.(TENTATIVE) 12 SAWIXIT AND REMOVE EXIST.PAVNG(I'MIN.) CONSTRUCTION ONLY. I NOTEO2 CONSTRUCT TYPE A-B CURB k GUTTER PER RIVERSIDE COUNTY STD 201 13 INSTALL TYPE N MARKER•15'O.C. OBTAIN ENCROACHMENT PERMIT FROM LEGEND O3 CONSTRUCT 6'SIDEWAU(PER RIVERSIDE COUNTY SM 401 14 INSTALL STREET LIGHT PER EDISON PLANS i 1 RIVERSIDE COUNTY FLOOD CONTROL {DISTRICT PRIOR TO ANY WORN IN CONSTRUCT DI APPROACH PER RIVERSIDE COUNTY STD 207,W=30' / o INDICATES E%1SONG POKER POLE O /y �/�/�� �p DISTRICT RIGHT OF WAY. INDICATES EXISTING FIRE HYDRANT Q CONSTRUCT CATCH BASIN PER RIVERSIDE COUNTY STD 300,W-14' UNDERGROUND SERVICE ALERT �' �' INDICATES EDGE OF EXISTING PAVEMENT © CONSTRUCT LOCAL DEPRESSION PER RIVERSIDE COUNTY SM 311,CASE C STORM DRAIN CURVE DATA INDICATES SIDEWALK @ CONSTRUCT AC OVERLAY,VARIABLE T19DOHESS CALL: TOLL FREE DELTA RADIUS U]HGTH TANCpT .,,�'Ljpy- INDICATES AC PAVING © RELOCATE DUSTING ED 1 45V700' 22.50 17.87 9.32 ® 40 0 40 80 120 1-800-227-2600 2 3110L4" 45.00 24.19 1258 INDICATES AC OVERLAY REMOVEE1asnNc SM � Scale 1 n = 40' 10 ADOST EDSTWIG MANHOLE 70 GLADE Q0 d TWO WORKING DAYS BEFORE YOU DIG 11 INSTALL 42'RCP,INGO,STORM DRAIN PIPE - R LEGAL DESCRIPTION: BASIS OF BEARINGS: REVISIONS PREPARED E SUPERVISION OF: SCALE: CORN: THE CORNERSTONE GROUP CITY OF LAKE ELSINORE SHEET c cT ALL OF LOT 7 TOGETHER WITH A PORTION OF LOTS THE CENTERUNE OF CHANEY STREET(N43-44'08'E)AS SHOWN (/� �jl/,j.J�� - CIVIL ENGINEERING, PLANNING, LAND SURVEYING IN THE COUNTY OF RIVERSIDE, CALIFORNIA c 3,4,5 AND 6 OF HEALD'S RESUBDINSION,IN THE ON RECORD OF SURVEY,FILED IN BOOK 91,PAGES 1 THRU 3, C�ARLEg W.Sit /�'"e�'��� DATE: ".;II�,.: T485 SPRUCE STREET,SUITE H 3 E E COUNTY OF RIVERSIDE,STATE OF CALIFORNIA,AS RECORDS OF RIVERSIDE COUNTY,CAUFORNIA ai6up SIDE,cauFDRNu 92507 _= R.CE No.x9ns E1o'.3/03 DATE�[!�/I[ 90')RIVER 342-0036 FAX 909 a42-0268 STORM BRAIN IMPROVEMENT PLAN SHOWN A MAP ON FILE IN BOOK S P&37B of NO.C29725 THESE PUNS HAVE BEEN REWEWm FOR COMPLIANCE WITH THE APPROPRIATE BENCHMARK A-93-17 12/95 ELEVATION: 1273.77 FOR OF 3 SHT'S. fn NAPS,SAN DISCO COUNTY RECORDS. CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE,AND A PERMIT CAN y `W 37 E p.CIVIL 3 BE ISSUED. AT THE INTERSECTION OF CHANEY STREET AND MINTHORN STREET,AT THE SWLY CORNER OF THE INTERSECTION, CHANEY STREET FILE NO. al A K EVI I MBYC.W CINL 38.5'NW OF THE CENTERLINE OF CHANEY STREET,2.0'SE OF A STREET LAMP POST,B.5'SE OF PP#2357956E, PLAN AND PROFILE SHEET U �� -�'� E L A� SWLY OF A FIRE HYDRANT,A CHISELED SOUARE IN THE TOP OF CURB.DESIGNED BY: R.K.F. DRAWN BY: D.K.B. RA lY DaNNELL Ra: aTr ENDINEER DATE COMMERCIAL PROJECT# I, I4Y[:c\Au��uucso.ow wtt:yw ti,moo trl::am Au