~ CITY OF SANTA ROSA ~ IMPROVEMENTPLANSFOR

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:. ALL WORKMANSHP, MATERALS AND CONSTRUCTON SHALL CONFORM TO THE CTY OF SANTA ROSA STANDARD PLANS, THE CONSTRUCTON SPECFCATONS FOR PUBLC MPROVEMENTS, THE SPECAL PROVSONS FOR THS PROJECT AND THE STATE

1 :. ALL WORKMANSHP, MATERALS AND CONSTRUCTON SHALL CONFORM TO THE CTY OF SANTA ROSA STANDARD PLANS, THE CONSTRUCTON SPECFCATONS FOR PUBLC MPROVEMENTS, THE SPECAL PROVSONS FOR THS PROJECT AND THE STATE STANDARD SPECFCATONS AND STANDARD PLANS. THE CONTRACTOR S RESPONSBLE FOR UNDERSTANDNG ALL STANDARDS PERTANNG TO THS PROJECT. ADDTONALLY, ALL WORK SHALL BE N CONFORMANCE WTH APPLCABLE PROVSONS OF THE 26 CALFORNA CODE OF REGULATONS TTLE 24 STANDARDS (CBC) AND THE 2 AMERCANS WTH DSABLTY ACT (ADA) STANDARDS. CTY OF SANTA ROSA MPROVEMENTPLANSFOR 2. THE CONTRACTOR SHALL CALL UNDERGROUND SERVCE ALERT (USA) AT NO LESS THAN 2 WORKNG DAYS PROR TO ANY EXCAVATON FOR MARK OUTS OF EXSTNG UNDERGROUND FATES N ACCORDANCE WTH SECTON 8-. OF THE SPECAL PROVSONS. FULTON ROAD (). 3. THE CONTRACTOR SHALL CALL PG&E AT AT LEAST 48 HOURS PROR TO ANY WORK N THE VCNTY OF HGH VOLTAGE OR HGH PRESSURE GAS MANS. SDEWALK MPROVEMENTS 4. THE LOCATONS OF UNDERGROUND UTLTES AND OTHER OBSTAES SHOWN ON THE PLANS ARE BASED ON THE BEST AVALABLE NFORMATON. THE CONTRACTOR SHALL POTHOLE AND DETERMNE THE EXACT LOCATON OF ALL POTENTAL CONFLCTS N ACCORDANCE WTH U.S.A. LAWS AND THESE SPECAL PROVSONS AND THE STANDARD SPECFCATONS. F ANY UNMARKED UTLTES ARE ENCOUNTERED, OR F UNABLE TO LOCATE A MARKED UTLTY AFTER POT HOLNG, THE CONTRACTOR SHALL MMEDATELY NOTFY THE OWNER OF THAT UTLTY AND THE CTY ENGNEER 5. FOR ARTY OF EXSTNG SUBSURFACE CONDTONS, NOT ALL CROSSWALKS, STOP BARS, OR EXSTNG PAVEMENT MARKNGS ARE SHOWN ON THE PLANS. TRAFFC STRPES, RASED PAVEMENT MARKERS AND PAVEMENT MARKNGS DAMAGED DUE TO THE CONTRACTORS OPERATONS SHALL BE REPLACED PER CTY OF SANTA ROSA TRAFFC STANDARDS PART ll, TRAFFC MARKNGS. PATCHNG OF DAMAGED MARKNGS WLL NOT BE ALLOWED WTHOUT PROR APPROVAL FROM ENGNEERNG. W. COLLEGE AVE. TO SANTA ROSA CREEK CONTRACT No. C87 GUERNEVLLE ROAD. Vl : () () 6. ANY DAMAGES TO CTY, OTHER UTLTES AND PRVATE PROPERTY NUDNG LANDSCAPNG, RRGATON OR OTHER MPROVEMENTS WHCH ARE DAMAGED BY THE CONTRACTORS OPERATONS SHALL BE REPARED OR REPLACED AT THE CONTRACTORS EXPENSE AND TO THE SATSFACTON OF THE ENGNEER. 7. ALL SEWER MANHOLES, MANLNE EANOUTS AND WATER VALVES THAT ARE ON ACTVE SYSTEMS SHALL BE ACCESSBLE TO CTY PERSONNEL AT ALL TMES. 8. ALL EXCAVATED MATERAL SHALL BE DSPOSED OF AS GENERATED AND AT NO TME SHALL THE CONTRACTOR PLACE EXCAVATED MATERAL AT THE WORK STE. 9. THE CONTRACTOR SHALL ONLY REMOVE EXSTNG TREES OR SHRUBS AS NOTED ON THE PLANS OR AS DRECTED BY THE ENGNEER. n COLLEGE PARK CRE =J =J = =l:r NDEX TO SHEETS COVER SHEET & NOTES LEGEND, ABBREVATONS & CONTROL PONT DAGRAM FULTON ROAD SDEWALK PLAN & PROFLE- STA TO STA 65 FULTON ROAD SDEWALK PLAN & PROFLE- STA 65 TO END CURB RETURN PROFLES & PEDESTRAN RAMP DETALS. PROR TO ANY STE WORK, A PROTECTON ZONE SHALL BE FENCED AROUND ANY TREE TO BE SAVED. ANY TREES OVERHANGNG THE PROPERTY LNE SHALL BE AFFORDED THE SAME LEVEL OF PROTECTON. THE FENCE SHALL REMAN N PLACE CONTNUOUSLY DURNG ALL PHASES OF CONSTRUCTON. NO EXCAVATON, CUTTNG, FLLNG, COMPACTON, TRENCHNG, TUNNELNG, OR PAVNG, AND NO STORAGE OR DUMPNG OF CONSTRUCTON MATERALS, GAS, OL, CHEMCALS, OR OTHER SUBSTANCES SHALL OCCUR N THE TREE PROTECTON ZONE WTHOUT THE WRTTEN APPROVAL OF THE ENGNEER. TREE PROTECTON AND PRESERVATON METHODS ARE MORE FULLY DESCRBED N SANTA ROSA CTY CODE SECTON THE PROJECT ARBORST SHALL MONTOR, ON-STE, ALL WORK WTHN THE DRP LNES OF ALL TREES TO BE SAVED. ().. THE CONTRACTOR SHALL MANTAN TRAFFC AND EXSTNG PEDESTRAN USE CONTROL DURNG CONSTRUCTON N ACCORDANCE WTH THE CURRENT EDTON OF THE CALFORNA MANUAL ON UNFORM TRAFFC CONTROL DEVCES (CAMUTCD) AND AS DRECTED BY THE ENGNEER. SGNS SHALL BE CONSTRUCTED WTH REFLECTVE MATERAL ON A BACKNG OF METAL, FABRC OR OTHER DURABLE WEATHER RESSTANT MATERAL ONLY (NO WOOD SGNS). SGNS SHALL BE COVERED OR REMOVED WHEN NOT REQURED. 2. THE CONTRACTOR SHALL BE RESPONSBLE FOR EAN UP AND REMOVAL OF ALL LTTER AND DEBRS FROM THE PROJECT STE ON A WEEKLY BASS REGARDLESS OF WHETHER THE LTTER OR DEBRS WAS GENERATED BY THE CONTRACTOR, THE PUBLC OR OTHERS. THE LTTER AND DEBRS SHALL BE COLLECTED DALY AND REMOVED FROM THE PROJECT STE WEEKLY BY THE LAST WORKNG DAY OF THE WEEK. HALL ROAD A PLACE TO PLAY PARK W. 3RD STREET - "" : - :E <:.s; " <: = l ::.:: ::.s; -(J - Gl 3. SUBGRADE N NEW SDEWALK AND PEDESTRAN RAMP AREAS SHALL BE MOSTURE TREATED TO 2% ABOVE OPTMUM. STRPNG - SGNNG NOTES. STRPNG AND SGNNG SHALL BE NSTALLED BY THE CONTRACTOR N ACCORDANCE WTH THE CTY OF SANTA ROSA TRAFFC STANDARDS AND PROJECT SPECAL PROVSONS. MATERALS SHALL BE FURNSHED BY THE CONTRACTOR. 2. PROPOSED STRPNG AND MARKNG SHALL BE NSTALLED THE SAME DAY AS THE REMOVAL OF THE EXSTNG STRPNG AND MARKNGS. F NOT, CONTRACTOR SHALL PROVDE TEMPORARY PAVEMENT MARKERS UNTL PROPOSED STRPNG AND MARKNG ARE NSTALLED. 3. ALL STRPNG, PAVEMENT MARKNG AND SGNNG SHALL CONFORM TO THE LATEST EDTON OF THE CAL TRANS STANDARD PLANS, CALFORNA MUTCD AND CTY OF SANTA ROSA STREET TRAFFC STANDARDS. 4. THE CONTRACTOR SHALL NOTFY THE CTY TRAFFC ENGNEER A MNMUM OF 48 HOURS PROR TO THE DAY OF LAYOUT OF THE PROPOSED SGNNG AND STRPNG. CONTACT TRAFFC ENGNEERNG AT THE CTY SHALL BE RESPONSBLE FOR LAYOUT AND CAT TRACKNG OF ALL PROPOSED STRPNG AND MARKNG. THE CONTRACTOR SHALL BE RESPONSBLE FOR PROVDNG TRAFFC CONTROL DURNG THE CTYS LAYOUT AND CAT TRACKNG OPERATONS OF ALL PROPOSED STRPNG AND MARKNG. 6. EXSTNG STRPNG AND MARKNG TO BE REMOVED SHALL BE REMOVED BY GRNDNG BY THE CONTRACTOR. 7. PAVEMENT LEGENDS, CROSSWALKS. STOP BARS, AND BKE LANE LNES SHALL BE NSTALLED BY USNG THERMOPLASTC PER M.U.T.C.D. AND CAL TRANS STANDARD SUPPLEMENTAL SPECFCATONS. 8. SGNNG AND STRPNG ARE TO BE WORKED ON CONCURRENTLY. TREE PROTECTON NOTES LOCATON MAP. ALL TREES DESGNATED FOR PRESERVATON SHALL BE FENCED PROR TO NTATON OF DEMOLTON, GRADNG, OR CONSTRUCTON ON THE PROJECT STE. SEE CTY CODE (D) AND SPECAL PROVSONS. 2. TEMPORARY PROTECTON FENCNG SHALL BE CONSTRUCTED PER DETAL "D" ON SHEET FENCNG SHALL BE NSTALLED AT THE DRPLNE OF EACH PRESERVED TREE UNDER THE DRECTON OF THE ENGNEER. WHERE APPROVED GRADNG OR CONSTRUCTON S DESGNATED WTHN A DRPLNE AREA, TEMPORARY CONSTRUCTON FENCNG SHALL BE NSTALLED NSDE THE DRPLNE AT THE MMEDATE EDGE OF DESGNATED WORK. 4. THE GOAL OF TEMPORARY FENCNG S TO PROTECT AN ADEQUATE AREA OF ROOT SYSTEM TO ENSURE LONG TERM SURVVAL OF THE TREE. F THE CANOPY DRPLNE S ASYMMETRCAL, OR COVERS AN AREA ATYPCALLY SMALL, TEMPORARY FENCNG WLL BE DESGNATED AT AN APPROPRATE LOCATON TO PROTECT AN ADEQUATE AREA OF ROOT SYSTEM BY THE ENGNEER. 5. NO ACTVTY OF ANY TYPE WLL BE ALLOWED WTHN THE DESGNATED FENCED AREA ONCE FENCES ARE NSTALLED. NO PERSONNEL, EQUPMENT, MATERALS, OR STORAGE SHALL BE ALLOWED WTHN THE THE DESGNATED FENCED AREA. F UNEXPECTED, BUT REQURED ACCESS BECOMES NECESSARY DURNG CONSTRUCTON, T SHALL OCCUR UNDER THE DRECTON OF THE ENGNEER. 6. ALL TREES ADJACENT TO AREAS WTH GRADNG OR CONSTRUCTON ACTVTY SHALL HAVE A MNMUM 4 NCH LAYER OF CHPPED BARK MULCH PLACED OVER THE SOL SURFACE WTHN THE FENCED BOUNDARES OF THE DRPLNE PROR TO THE START OF WORK ON THE PROJECT. 7. EXCAVATONS SHOULD BE DONE N A MANNER THAT AVODS DAMAGNG ROOTS LARGER THAN 2NCHES N DAMETER. ALL ROOTS SHOULD BE CUT AT RGHT ANGLES AND WHEN POSSBLE, PREFERABLY BACK TO A LATERAL. ANY ROOTS CUT DURNG EXCAVATON OPERATONS SHOULD BE EANLY CUT, AT RGHT ANGLES, TO SOUND WOOD USNG ETHER PRUNNG SHEARS, LOPPERS, PRUNNG SAWS OR CHANSAW. EANLY CUT ROOTS OVER 2 NCHES N DAMETER SHALL BE CAREFULLY BACKFLLED WTH MOST SOL. \"t(; 8. TEMPORARY RRGATON MAY BE REQURED BY THE ENGNEER F WORK S PERFORMED N THE HOT DRY SEASONS OF THE YEAR. FNAL PAY TEM: SDEWALK EXCAVATON PROJECT START: PROJECT END: GEN. CONTRACTOR: SUPERNTENDENT: UNDERGROUND CONTRACTOR: FOREMAN: SEWER PPE TYPE: SEWER FTTNGS M H WATER PPE TYPE: WATER VALVE WATER FTTNGS 48 CY CML DESGN CONSlLTANTS, NC. RECORD PLAN DATA WATER SERVCE TYPE: FRE H)DRANT JYPE NSPECTOR CONSTRUCTON MANAGER RECORD P ANS BY: ADDTONAL NFO: BEFORE EXCAVATNG UNDERGROUND SERVCE ALERT TWO WORKNG DAYS BEFORE ALL PLANNED WORK OPERATONS :.J U) a: : <t tj) LL. :E, = l 3:: (/)a: - <t ll ::: a: O g:;,; ::: -- - J ::l LL. 3: _ WCJ. (f) s:, l C87 SHEET OF 5 :::: a: FLE NO

2 LEGEND ABBREVATONS WATER MAN, GATE VALVE, FRE HYDRANT, BLOWOFF SERVCES & WELLS SANTARY SEWER STORM DRAN, MANHOLE & CATCH BASN PEDESTRAN RAMP ELECTRCAL, VAULT, BOXES, LGHTS, TRAFFC SGNAL & JONT POLE GAS LNE AND VALVE TELEVSON BOX AND JONT POLE CURB GUTTER, AND SDEWALK STREET MONUMENl S;,Vt EXSTNG e" /" NEW AB AC ACP ADA AWG BC BCR BLDG BSW CATV CB CBC CMU CP R COMB CONC CR C&G DCD DEPT DET DWY E EC ECR EG ELECT EL ENG EP EQ EVCE EVCS EX FC FDC AGGREGATE BASE ASPHALT CONCRETE ASBESTOS CEMENT PPE AMERCANS WTH DSBLTES ACT AMERCAN WRE GAUGE BEGN CURVE BEGN CURB RETURN BULDNG BACK OF SDEWALK CABLE TV SERVCE CATCH BASN CALFORNA BULDNG CODE CONCRETE MASONARY UNT CAST N PLACE PPE ASS OR CENTERLNE EARANCE COMBNATON CONCRETE CURB RETURN CURB AND GUTER DOUBLE CHECK DETECTOR DEPARTMENT DETAL DRVEWAY EAST END CURVE END CURB RETURN EXSTNG GROUND ELECTRCAL ELEVATON ENGNEERNG EDGE OF PAVEMENT EQUVLENT END VERTCAL CURVE ELEVATON END VERTCAL CURVE STATON EXSTNG FACE OF CURB FRE DEPARTMENT CONECTON FG FH FL FND FOC GA GB GV HOPE HP FO G RR NV L LAT LF LN LP LS LT M MAX MN MON o OG OS p PC PCC PGE PL PLNTR pp PRC PRO PT PUE PVC PV PVT R FNSH GRADE FRE HYDRANT FLOW LNE FOUND FACE OF CURB GAUGE GRADE BREAK GATE VALVE HGH DENSTY POLYETHYLENE HGH PONT N FAVOR OF NVERT GRADE RRGATON SERVCE NVERT LENGTH OR LEFT LATERAL LNEAR FEET LANE LOW PONT LANDSCAPE LEFT METER MAXMUM MNMUM STANDARD CTY MONUMENT ON CENTER ORGNAL GROUND OFFSTE POLE PONT OF CURVATURE PORTLAND CEMENT CONCRETE OVERHEAD ELECTRC LNE PROPERTY LNE PLANTER POWER POLE PONT OF REVERSE CURVE PROFLE PONT OF TANGENCY OR PONT PUBLC UTLTY EASEMENT POL YVNYLCHLORDE PPE PONT OF VERTCAL NTERSECTON PRVATE RADUS OR RGHT RAD RADAL RPBP REDUCED PRESSURE BACKFLOW PREVENTER RC RELATVE COMPACTON RCP RENFORCED CONCRETE PPE RSP REVSED STANDARD PLAN RT RGHT RW RGHT OF WAY S SLOPE SCWA SONOMA COUNTY WATER AGENCY SD STORM DRAN SDCB STORM DRAN CATCH BASN SDMH STORM DRAN MANHOLE SHT SHEET SS SANTARY SEWER SSMH SANTARY SEWER MANHOLE ST STREET STA STATON SD STANDARD SW SDEWALK SWE SDEWALK EASEMENT TC TOP OF CURB TEL TELEPHONE TEMP TEMPORARY TW TOP OF WALL TYP TYPCAL UTL UTLTES VCP VTRFED AY PPE VC VERTCAL CURVE VF VERFY N FELD W or WL WATER LNE WM WATER METER WWM WELDED WRE MESH :;; Q) :: FLOWLNE FENCE PROPERTY LNE/RW LNE FROM RECORD PLANS CONTOURS ( NTERVAL) Q) - STREET SGN TREE X REMOVE BASS OF BEARNG= REMAN GRD NORTH AS DETERMNED BY GPS OBSERVATON ON CTY OF SANTA ROSA CONTROL MONUMENTS, ALL COORDNATES ARE NAD83, EPOCH BENCH LEVEL DATA: SEQUOA GARDENS MOBLE HOME PARK E FULTON RD., FT. S/ WEST COLLEGE AV.; LEAD AND TACK N TOP OF CURB; 5 FT. S/ NE CORNER OF SEQUOA MOBLE HOME PARK. 2/9 SURVEY CONTROL DATA.fQUf NOBJHNG EASTNG QESCRpDON CHSELED X CHSELED X CHSELED X CHSELED X CHSELED X " a CTY MON. " CTY MON PT-2.: CTRL \ """\ PT G ) : _ PT 7 9, : PT 2 :J ll PT 8 PT 9 E FULTON RD., 8 FT. S/ SANTA ROSA CREEK; CTY DSK N WELL MONUMENT, ON FULTON RD AT A POT. (COORDNATE MONUMENT G-265) 2/85 ( )CTRL PT G s (MN.) 2 2 (lan.) (MN.) /NEW CONCRETE -- SDEWALK PER CTY " 2: MATCH EX. GROUND ---,.JL=--v //// "--EXSlNG GROUND EX. CURB & GUTTER \_ --J 2 - "\_EARNG AND GRUBBNG LMTS EX. CURB & GUTTER PLANTER VARES ::8-::8.7 NEW CONCRETE\ SDEWALK PER CTY SlD s 3 3 AA \.AX ld ---::r l 2 -/ EARNG AND_/ GRUBBNG LMTS MATCH EXSlNG GROUND WHERE SDEWALK S SWE r.rr VARES r ----/-----< : : ""-- {. 2 EXSlNG ".:.-.,;;: AA-X<-., FENCE ON t tax J f j BLOCK WALL {tl L. L - lff - t-v///a o.5o --l - /{-{?_, "-J%/ _;,:;,,, 4, MATCH EXSlNG GROUND of toj., /.N )A _$? v, CONTROL PONT DAGRAM CML DESGN CONSULTANTS, NC. ADJACENT TO CURB AND GVmR Wlnt planter smp ADJACENT TO EXSlNG FENCE, :;, No. 445 OR WESTERLY SWE LMT. ll * * 22 Range Avue, Sute 24 TYPCAL SDEWALK SECTONS t \_,_ CJV\\. #."< Sante. Rose., CA OF Ct-. ( (77) ==="""" u n BEFORE EXCAVATNG. UNDERGROUND SERVCE ALERT TWO WORKNG DAYS BEFORE ALL PLANNED WORK OPERATONS CON TRACT NO. C87 SHEET 2 OF 5 FLE NO

3 . 2: ne f 8. ) o EX. SlUMP TO BE REMOVED tl % % _? J """" - """" - """.""""--=---.59% :2 :x;;; : llo l FG AT SDEWALK -< """ o.nu """ n.l. " EX. 3" CYPRESS TO BE REMOVED. l4 llj too. " L.... "- EG AT SDEWALK, _ 78; (f) :: t """"""" a " " < / , """"" oonuu----umu uumummm umu.uuoouo u:r -.J : :: 94,,,,\ , " EX. ( N, E) r- REMO\E TREE r-rrga lnon CHASE SEE NOTE # BELOW ) o " -- < (.) U u." CTY MONUMENT WELL G N, E SCALE SCALE " - 2 HORZ. 5 "- 2 VERT.. EXSTNG RRGATON SHALL BE CUT AND CAPPED AT LEAST TWO FEET OUTSDE THE LMTS OF NEW SDEWALK UNLESS OTHERWSE SPECFED ON PLANS. NEW RRGATON CHASES ( FOOT LENGTH OF 2" SCH. 4 PVC) SHALL BE NSTALLED, AND BOTH ENDS CAPPED, AT THE FVE LOCATONS NOTED ON THE PLANS. 2. EARNG AND GRUBBNG LMTS ARE SHOWN ON TYPCAL SDEWALK SECTONS, SHEET EXSTNG BOULDERS SHALL BE RELOCATED AT LEAST TWO FEET FROM LMTS OF NEW SDEWALK UNLESS OTHERWSE SPECFED ON PLANS. 4. EXSTNG TREE CANOPES TO REMAN SHALL BE PRUNED TO A HEGHT OF EGHT FEET ABOVE FNSHED SDEWALK GRADE PER PROJECT SPECFCATONS. 5. ALL LOOP DETECTON DAMAGED BY CONSTRUCTON TO BE REPLACED. 6. WHERE CAMERA DETECTON S USED AT NTERSECTONS, ALL ADVANCE LOOP DETECTON MUST BE REPLACED F DAMAGED. 7. T/S NTERCONNECT WHERE LOCATED BY USA CAN BE lleby. SHALLOW. CONTRACTOR SHALL BE RESPONSBLE FOR Atft DAMAGE WHERE LOCATED. ANY REPAR TO NTERCONNECT OR ELECTRCAL SHALL BE NSPECTED BY THE CTY OF SANTA ROSA PUBLC WORKS ELECTRCAL DEPARTMENT. F DAMAGED, THE ENTRE RUN OF SGNAL NTERCONNECT SHALL BE REPLACED WTHOUT SPLCES. CONTROLLER TO CONTROLLER. 4.3 RW CENTER LNE SDEWALK DATA FULTON ROAD UNE TABLE CURVE TABLE CURVE TABLE LNE LENGTH BEARNG CURVE LENGTH RADUS DELTA CURVE LENGTH RADUS DELTA L N2734"E C " C " L N 452"E C " C " L N 6.3"E C " C " L4 6. N452"E C " C " l 7 34 N942"E C " L.6 N452"E C " C " C " C " C " 4.3 RW " <: rth:/. 7J r,: CML DESGN CONSULTANTS, NC. 22 Range Avue, Sute "". < :" --".<.<e<fl---./ - -.J : :: BEFORE EXCAVATNG UNDERGROUND SERVCE ALERT TWO WORKNG DAYS BEFORE ALL PLANNED WORK OPERATONS (/)a: -owan <t_, :g_ CD :::::Ea:U.< alll :::O l- -Z ::.:::,.o J o <C :=et,. W:Ot. a:,,. v, a::oo WJD., _J l- a U) == C87 SHEET 3 OF 5 FLE NO

4 2 ll C") - SEE NORlH WEST dura RETURN PROFLE FOR CONllNUArON EX. STUMP TO BE REMOVED,,,,m #, -,, m< -un-m-< umm u u MH--"""" <"""" "-,, u "mu m""""" u u, " " """""""", " u.o <,.- H- mumuu. ".u t SEE SOUlH WEST CURB RETURN PROFLE FOR CONllNUA TON -h L --- u., nv -.% -- " k---, 98%.--- _J -r--, --..5%. FG AT SDEWALK, Ex. so PNE TC) BE REMOVED - -- "" ""-- uu - " - { """.vmmumu " ::l,., < """""" """ " " " "":. (/)<.),,, ll CD RRGA llon CHASE SEE NOTE # BELOW f,, 9 95 EX. WOODED RRGA llon CONTROL VALVE BOTO BE REMOVED (SEE NOTE BELOW) 5 5 FG 94.77, MATCH EX. ( N, E) RRGATON CH\SE-, SEE NOTE lf BELOW 2 b C\ = ll :.:: :: \l)., ----,,,,,,,,," 6,;; --;; or- 2Jor-.,so /" r; SCALE SCALE= 2 " 2 HORZ. 5 " 2 VERT.. EXSTNG RRGATON SHALL BE CUT AND CAPPED AT LEAST TWO FEET OUTSDE lhe LMTS OF NEW SDEWALK UNLESS OlHERWSE SPECFED ON PLANS. NEW RRGAllON CHASES ( FOOT LENGlH OF 2" SCH. 4 PVC) SHALL BE NSTALLED, AND BOlH ENDS CAPPED, AT lhe FVE LOCATONS NOTED ON lhe PLANS. 2. EARNG AND GRUBBNG Ut,jTS ARE SHOWN ON TYPCAL SDEWALK SECTONS, SHEET EXSTNG BOULDERS SHALL BE RELOCATED AT LEAST TWO FEET FROM LMTS OF NEW SDEWALK UNLESS OlHERWSE SPECFED ON PLANS. 4. EXSTNG TREE CANOPES TO REMAN SHALL BE PRUNED TO A HEGHT OF EGHT FEET ABOVE FNSHED SDEWALK GRADE PER PROJECT SPECFCATONS. 5. ALL LOOP DETElON DAMAGED BY CONSTRUlON TO BE REPLACED. 6. WHERE CAMERA DETECTON S USED AT NTERSECTONS, ALL ADVANCE LOOP DETECTON MUST BE REPLACED F DAMAGED.. 7. T/S NTERCONNECT WHERE LOCATED BY USA CAN BE SHALLOW. CONTRACTOR SHALL BE RESPONSBLE FOR AJf DAMAGE WHERE LOCATED. ANY REPAR TO NTERCONNECT OR ELECTRCAL SHALL BE NSPECTED BY lhe CTY OF SANTA ROSA PUBLC WORKS ELECTRCAL DEPARTMENT. F DAMAGED, lhe ENllRE RUN OF SGNAL NTERCONNECT SHALL BE REPLACED WllHOUT SPLCES, CONTROLLER TO CONTROLLER. CENTER LNE UNE TABLE LNE LENGlH BEARNG L N452"E L N7"E L7.84 N2235"E L N 533"E L9 3.7 N"2235"E L2 5. N3"566"E L N45759"E L4 5. N4"53"W <O,<A,;;/, Uf SDEWALK DATA FULTON ROAD N53"E CURVE TABLE CURVE TABLE CURVE LENGlH RADUS DELTA CURVE LENGlH RADUS DELTA C "23" C C "23" C "923" C " C " C " C " C " C "424" C " C " C " C27 9. o.oo 52832" C " C " C " C " C " C " 2 43" 43 RW EARANCE ± J /EX. FRE HYDRANT 43 RW EX. CURB &: GUTTERj (- l [EXSllNG GROUND TO REMAN.5% u L MAX 9 p ---- ==== ----r -,, - --EX. CONC. FRE SDEWALK DETAL HYDRANT PAD CML DESGN CONSULTANTS, NC. 22 Range Avue, Sute 24 Santa Rosa, CA 9543 (77) [,:;.- ;,Y4?2; };(, ((N;f;]3f.:,j,),/ ff. ;;:: :fl.;[{{);/;) " ;,r._.u "J ;fpy ::;, -"r"){effl:.: ll: Wf:Jf ;, BEFORE EXCAVATNG UNDERGROUND SERVCE ALERT TWO WORKNG DAYS BEFORE ALL PLANNED WORK OPERATONS :e n- :EU. an o :Eoan - ::.::: < Oola::e J CD <CZt :S::tt ( J U\ a.v -.J Cf).J 8 == C87 SHEET 4 OF 5 FLE NO

5 J..,_.,.,. M-----lr----, Jr "-"" " "UU ""UoCO uo.-uunuuh """""" u mmmj{" """"""" u_,l,. " "" HO; H)5. loot. 95, Flt-SH GRADE AT TC " ") ;, mmou - f lgo.;. ).. O.Sj EX. GROUND y--- L9. L t95.,.. "" "" D J ; L j j, o,. ffo,2 r-- L --. J.J.. J. L.,..,..,,.,,, j. L,. ::; l ::: RB RE URN FULTON RTH WEST CURB RETURN FULTON ROAD SCALE: "=5 HORZONTAL & VERTCAL SCALE: "=5 HORZONTAL & VERTCAL -- n. ::: 2. EXSTNG RRGATON SHALL BE CUT AND CAPPED AT LEAST TWO FEET OUTSDE THE LMTS Of NEW SDEWALK UNLESS OTHERWSE SPECFED ON PLANS. 2. EARNG AND GRUBBNG LMTS ARE SHOWN ON TYPCAL SDEWALK SECTONS, SHEET 2. l. EXSTNG PRVATE STREET --_, LGHT TO REMAN f RELOCATE EXSTNG EXSTNG ELECTRCAL BOULDER}J CONDUT TO REMAN. MOVE ; CODUT AS NEEDED f LGHT,. REQURES RELOCATON.. /-<t " EXSTNG MONUMENT\ SGN TO REMAN /,.//, /" l f a BSW 97.55,J ; TC r TC FG LP LP \ \, LP \\ t \ \ \ \\ \ STA CR = STA L SW TC RELOCATE BOULDER PER NOTE 3, BELOW OVER 4" /CURB RAMP -a_ 2j MAX. CTY STD. 235 & STD. 24 CURB AND GUTTER RECONSTRUCTON 3. EXSTNG BOULDERS SHALL BE RELOCATED AT LEAST lwo FEET FROM LMTS Of NEW SDEWALK UNLESS OTHERWSE SPECFED ON PLANS. 4. EXSTNG TREE CANOPES TO REMAN SHALL BE PRUNED TO A HEGHT Of EGHT FEET ABOVE FNSHED SDEWALK GRADE PER PROJECT SPECFCATONS. 5. ALL LOOPED DETECTON DAMAGED BY CONSTRUCTON TO BE REPLACED. 6. \MERE CAMERA DETECTON S USED AT NTERSECTONS, ALL ADVANCE LOOP DETECTON MUST BE REPLACED f DAMAGED. 7. T/S NTERCONNECT \MERE LOCATED BY USA CAN BE llelu SHALLOW. CONTRACTOR SHALL BE RESPONSBLE FOR at:l( DAMAGE \MERE LOCATED. ANY REPAR TO NTERCONNECT OR ELECTRCAL SHALL BE NSPECTED BY THE CTY Of SANTA ROSA PUBLC WORKS ELECTRCAL DEPARTMENT. f DAMAGED, THE ENTRE RUN Of SGNAL NTERCONNECT SHALL BE REPLACED WTHOUT SPLCES, CONTROLLER TO CONTROLLER. " " TC/GB 96.J :.r :=-;:===-==C:AgHx.) STA J.OOR SW TC 98.2 SEE CURB RETURN PROFLE, ABOVE 433 FULTON ROAD (SOUTHWEST CORNER) V SCALE: "=5 LP 97 6 TC/FG 97.5 REMOVE AND RECONSTRUCT 3± Lf Of EX. CURB AND GUTTER. SEE DETAL C, THS SHEET. R=25. l=694724" L=3.45 LP 97.4 LP SEE CURB RETURN PROFLE 2, ABOVE REMOVE AND RECONSTRUCT - 26± Lf Of EX. CURB AND GUTTER. SEE DETAL C, THS SHEET. R=25. l=663" TC L-29.2 LP FULTON ROAD (NORTHWEST CORNER) SCALE: "=5, RELOCATE PEDESTRAN CROSSNG SGN PER CTY STD. 7 4 MN. EAR / 4 ( ;,; ), _,\ A f:,,,, \- ; -r, : : -.-:." """" - \ t - ---: v : ""..l,..;,. < NOTE: NSTALL FENCE PROR TO EARNG OR ANY GRADNG OPERATON. TE NSOR UGHlWEGHT SAFETY GRD, ORANGE o LOR, BX CUT OR FOLD GRD AT PO STS AS NEEDED TO CONFORM TO SLOPNG TE RRAN. AV ALABLE FROM: ACF WEST NC CORPORATE AVE. SUTE D HAYWARD, CALFORNA (45) u GHlWEGHT 5 /2 HEGHT STANDARD FARM QU ALTY "T-POST" PLACED 8 O.C. ME TAL TE WRE, FLP TE OR EQUVALENT, 5 PER PO ST. " X / 4" X 4 WOOD LATH MEMBER, SANDWCH SA FETY GRD BElWEEN WOOD MEMBER AND "T-POST" FASTEN WTH METAL TE WRE, SEE NO. 3 ABOVE. n < PROTECTON FENCNG CURB RAMP NOTES. DETECTABLE WARNNGS PER CAL TRANS SD RSP ABBA AND CBC B-75. SCALE " 5 CVL DESGN CONSULTANTS, NC. BEFORE EXCAVATNG. UNDERGROUND SERVCE ALERT TWO WORKNG DAYS BEFORE ALL PLANNED WORK OPERATONS C87 SHEET 5 OF 5 FLE NO

CITY OF MADISON CITY ENGINEERING DIVISION DEPARTMENT OF PUBLIC WORKS PLAN OF PROPOSED IMPROVEMENT

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