CITY OF SANTA ROSA IMPROVEMENT PLANS FOR

NTO N SANTA ROSA STREETSCAPE FEDERAL PROJECT NO. CML-5028 (072)

GENERAL NOTES 1. ALL WORKMANSHIP, MATERIALS, AND CONSTRUCTION SHALL CONFORM TO THE CITY OF SANTA ROSA STANDARD PLANS, THE CONSTRUCTION SPECIFICATIONS FOR PUBLIC IMPROVEMENTS, THE SPECIAL PROVISIONS FOR THIS PROJECT, AND THE STATE STANDARD SPECIFICATIONS AND STANDARD PLANS. THE CONTRACTOR IS RESPONSIBLE FOR UNDERSTANDING ALL STANDARDS PERTAINING TO THIS PROJECT.

2. THE CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT {USA) AT (800) 227-2600 AT LEAST TWO WORKING DAYS PRIOR TO ANY EXCAVATION FOR MARKOUTS OF EXISTING UNDERGROUND FACILITIES IN ACCORDANCE WITH SECTION 8-1.11 OF THE SPECIAL PROVISIONS.

3. THE LOCATIONS OF UNDERGROUND UTILITIES AND OTHER OBSTACLES SHOWN ON THE PLANS ARE BASED ON THE BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL POTHOLE AND DETERMINE THE EXACT LOCATION OF ALL POTENTIAL CONFLICTS IN ACCORDANCE WITH U.S.A. LAWS AND SECTION 8-1.11 OF THE SPECIAL PROVISIONS AND STANDARD SPECIFICATIONS. IF AN UNMARKED UTILITY IS ENCOUNTERED, OR IF UNABLE TO LOCATE A MARKED UTILITY AFTER POTHOLING, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER OF THAT UTILITY AND THE CITY ENGINEER.

4. ALL SEWER MANHOLES, RODDING INLETS AND WATER VALVES THAT ARE ON ACTIVE SYSTEMS SHALL BE ACCESSIBLE TO CITY PERSONNEL AT ALL TIMES AND SHALL BE BROUGHT TO GRADE WITHIN 48 HOURS OF PAVING.

5. THE CONTRACTOR SHALL PROTECT AND PRESERVE ALL CITY MONUMENTS. THE CONTRACTOR SHALL COORDINATE WITH THE CITY ENGINEER 10 WORKING DAYS IN ADVANCE FOR REFERENCING OF EXISTING MONUMENTS TO BE DISTURBED. THE CONTRACTOR SHALL RECONSTRUCT DISTURBED MONUMENTS IN ACCORDANCE WITH CITY STANDARD 280.

6. OVERHEAD UTILITY SERVICE DROPS ARE NOT SHOWN ON THE PLANS. THE CONTRACTOR SHALL INVESTIGATE THE SITE AND BE AWARE OF LIMITED CLEARANCE UNDER OVERHEAD UTILITY LINES AND LOW HANGING TREE BRANCHES. THE CONTRACTOR'S TRUCKS AND EXCAVATION EQUIPMENT SHALL BE SIZED SO THAT OVERHEAD WIRES AND TREE BRANCHES ARE NOT DAMAGED.

7. ALL EXCAVATED MATERIAL SHALL BE REMOVED AS IT IS GENERATED AND AT NO TIME SHALL THE CONTRACTOR PLACE EXCAVATED MATERIAL AT THE WORK SITE.

CONTRACT No. C01627

LOCATION MAP NTS

PROJE OCATIO

SONOMA COUNlY FAIRGROUNDS

INDEX TO SHEETS

No. Title

COVER 1

2

3

STRIPING PLAN, LEGEND, ABBREVEATIONS & DETAILS

SITE PLAN & SURVEY DATA

4

5

6

ELECTRICAL PLAN

LOOP PLAN & CONDUCTOR SCHEDULE

DOWNTOWN STREETSCAPE PLAN, DETAILS & GENERAL LIGHTING NOTES

7

8

DOWNTOWN STREETSCAPE LIGHTING PLAN

STRIPING PLAN & ADA IMPROVEMENTS

PROJECT START: PROJECT END: GEN. CONTRACTOR: SUPERINTENDENT;

UNDERGROUND CONTRACTOR: FOREMAN: SEWER PIPE TYPE:

MANUFACTURER: SEWER FITIINGS MANUFACTURER: M H MANUFACTURER·

WATER PIPE TYPE· MANUFACTURER·

WATER VALVE MANUFACTURER:

WATER FITTINGS MANUFACTURER:

RECORD PLAN DATA WATER SERVICE TYPE:

MANUFACTURER: FIRE HYDRANT TYPE:

MANUFACTURER: INSPECTOR: CONSTRUCTION MANAGER· RECOBQ pi ANS BY'

ADDITIONAL INFO:

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CONTRACT NO. C01627

SHEET 1 OF 8

FILE NO. 2015-0035

ABBREVIATIONS

AB ABAN ABS AC ACP ADD'L ANG AP APN APPRO X ARV ASNS AVE AVG BC BFP BLDG BLVD BM BO soc BRC BSW BW BVC c CB C&G CDF CIP ~ CL CLR CMP CMU co CONC CONST CONT CP CT CTB CTR CY DCV Dl DIP DH DIA DLC DR DWG DWR DWY DY DYR (E) EX EA EC EG ELEC ELEV EP EQ ESMT EVC FA FC FDC FES FG FH ~ FSW FT FTG FYA G GAVL GB GV HC HD HOPE HORIZ HP HPS HT IC ID INV IP IRR JB JP JT KV L LAT LF LG LL LMA LN

AGGREGATE BASE ABANDONED ACRYLONITIRILE-BUTADIENE-5TYRENE ASPHALT CONCRETE ASBESTOS CONCRETE PIPE ADDITIONAL ANGLE ANGLE POINT ASSESSORS PARCEL MAP APPROXIMATE AIR RELIEF VALVE ADVANCED STREET NAME SIGN AVENUE AVERAGE BEGIN CURVE BACK FLOW PEVENTER BUILDING BOULEVARD BENCHMARK BLOW OFF BACK OF CURB BEGIN REVERSE CURVE BACK OF SIDEWALK BOTTOM OF WALL BEGIN VERTICAL CURVE CONDUIT CATCH BASIN CURB AND GUTTER CONTROL DENSilY FILL CAST IRON PIPE CENTERLINE CLASS CLEAR CORRUGATED METAl PIPE CONCRETE MASONRY UNIT CLEANOUT CONCRETE CONSTRUCTION CONTINUOUS CONTROL POINT COURT CEMENT TREATED BASE CENTER CUBIC YARD DETECTOR CHECK VALVE DROP INLET DUCTILE IRON PIPE DETECTOR HANDHOLE DIAMETER DETECTOR LEAD-IN CABLE DRIVE DRAWING DASHED WHITE RAISED PAVEMENT MARKER DRIVEWAY DOUBLE YELLOW DASHED YELLOW RAISED PAVEMENT MARKER EAST EXISTING EACH END CURVE EXISTING GROUND ELECTRICAL ELEVATION EDGE OF PAVEMENT EQUAL EASEMENT END OF CURVE FIRE ALARM FACE OF CURB FIRE DEPARTMENT CONNECTION FLARED END SECTION FINISHED GRADE FIRE HYDRANT FLOWUNE FRONT OF SIDEWALK FOOT OR FEET FOOTING FLASHING YELLOW ARROW GROUND GALVANIZED GRADE BREAK GATE VALVE HANDICAPPED HEAVY DUTY HIGH DENSITY POLYETHYLENE HORIZONTAL HIGH POINT HIGH PRESSURE SODIUM HEIGHT INTERCONNECT INSIDE DIAMETER INVERT ELEVATION IRON PIPE IRRIGATION JUNCTION BOX JOINTPOUE JOINT TRENCH KILOVOLT LENGTH LATERAL LINEAL FOOT LIP OF GUTTER LANE LINE LUMINAIRE MAST ARM LANE

LP LT LUM MAX MB MH MIN MISC MON (N) N/A NIC NO NTS oc OD OH PB PCC PCC PEG PED PI PIV ~ POC POVC PVI pp PPB PR PRC PRV PSD PUE PT PVC PVMT R RC REF REINF REQ'D RCP RD RIW RPM RT s (S) so SDMH SF SG SHT SIG SIM SL SPEC SQ ss ssco SSMH ST STA STD svc sw SWL TEL TAN TBM TC TCC TEC THK TG TW TP TS TWLTL TYP uc UG UNO v vc VEH VERT VG VLT VPC w (W) WI W/0 WBD WM ws wss WTR wv WWF WY YD

LOWPOINT LEFT LUMINAIRE MAXIMUM MAIUBOX MANHOLE MINIMUM MISCELLANEOUS MONUMENT NORTH NOT AVAILABLE/APPLICABLE NOT IN CONTRACT NUMBER NOT TO SCALE ON CENTER OUTSIDE DIAMETER OVERHEAD PULL BOX POINT OF COMPOUND CURVE PORTLAND CEMENT CONCRETE PHOTO ELECTRIC CONTROL PEDESTRIAN POINT OF INTERSECTION POST INDICATOR VALVE PROPERTY LINE POINT ON CURVE POINT ON VERTICAL CURVE POINT OF VERTICAL INTERSECTION POWER POLE PEDESTRIAN PUSH BUTION PAIR POINT OF REVERSE CURVE PRESSURE REDUCING VALVE PERFORATED SUBDRAIN PUBLIC UTILITY EASEMENT POINT POLYVINYL CHLORIDE PAVEMENT RADIUS RELATIVE COMPACTION REFERENCE REINFORCING REQUIRED REINFORCED COI\ICRETE PIPE ROAD RIGHT OF WAY RAISED PAVEMENT MARKER RIGHT SLOPE SOUTH STORM DRAIN STORM DRAIN MANHOLE SQUARE FEET SUBGRADE SHEET SIGNAL SIMILAR STREET LIGHT SPECIFICATION SQUARE SANITARY SEWER SANITARY SEWER CLEANOUT SANITARY SEWER MANHOLE STREET STATION STANDARD SERVICE SIDEWALK SOLID WHITE LINE TELEPHONE TANGENT TEMPORARY BENCHMARK TOP OF CONCRETE TOP OF CONCRETE CURB TEMPORARY CONSTRUCTION EASEMENT THICK TOP OF GRATE TOP OF WALL TOP OF PIPE TRAFFIC SIGNAL TWO WAY LEFT TURN LANE TYPICAL UTILITY CHASE UNDERGROUND UNLESS NOTED OTHERWISE VOLT VERTICAL CURVE VEHICLE VERTICAL VALLEY GUTTER VAULT VITRIFIED CLAY PIPE WATT or WALK WEST WITH WITHOUT WALL BACK DRAIN WATER METER WATER SERVICE WATER SAMPLING STATION WATER WATER VALVE WELDED WIRE FABRIC WAY YARD

LEGEND

EXJSTING

DYR

ELEC ----------

GAS -------

lC

LL

HIW --------SO

ss -----­SL

SWE

TEL

TS TV

WTR

CB

CHISELED X

CONTROLLER CABINET ~ =: DH

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LIGHf-PRJVATE -/"~

MONUMENT WELL

OPTICOM

PEDHEAD

PK NAIL

PB

SAFETY LIGHT

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SIGN

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TYPE "B~ LOOP DETECTOR ( )

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CONSTRUCTION NOTES

REMOVE ALL EXISTING THERMOPLASTIC CROSSWALK LINES AND ZEBRA STRIPES AT THE INTERSECTION AS DIRECTED BY THE ENGINEER.

REMOVE EXISTING DOUBLE YELLOW RPM CENTERLINE.

REMOVE EXISTING STOP LEGEND AS DIRECTED BY THE ENGINEER.

~ INSTALL 48+1- FEET OF DOUBLE YELLOW CENTERLINE PER CAL TRANS STD PLAN A20A DETAIL 23.

INSTALL WHITE THERMOPLASTIC CROSSWALKS PER CITY STANDARDS, THE SPECIAL PROVISIONS , AND AS DIRECTED BY THE ENGINEER. REMOVE DYR AND LL WITHIN NEW CROSSWALKS.

D REMOVE EXISTING CURB GUTTER AND/OR ASPHALT AND INSTALL CURB AND GUTTER PER CITY STD 241.

REMOVE EXISTING SIDEWALK, CURB GUTTER AND/OR ASPHALT AND INSTALL SIDEWALK PER CITY STDS.

f: J REMOVE AND REPLACE ASPHALT PER SPECIAL PROVISIONS.

PLACE A MIN 6"X6" CONCRETE COLLAR AROUND COVER RIM

OVERLAPING COVER AND EXISTING BOX A MIN OF 3" EACH~

EXISTING CATCH BASIN BOTIOM

EXISTING GRATE AT GRADE TO REMAIN

NEW PRECAST CATCH BASIN TOP PER CITY STD 405

GROUT INTERIOR RIM OF JOINT TO A SMOOTH FINISH

CATCH BASIN TOP REPU\CEMENT DETAIL NTS

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SANTA ROSA AVE STRIPING PLAN t••tO'

20

SANTA ROS,L\ AVE

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CONTRACT NO. C01627

SHEET 2 OF 8

FILE NO. 2015-0035

-

GENERAL CONSTRUCTION NOTES

1. ALL TRENCHES SHAll BE BACKFILLED AND PAVED PER CITY STD 215. ALL TRENCH LOCATIONS SHALL BE CONSIDERED IN ARTERIAL STREETS.

2. THE CONTRACTOR SHALL HAND DIG TRENCHES AT CROSSINGS WITH EXISTING CONDUIT AND OTHER UTILITIES.

3.RECORD PLANS INDICATE THE EXISTING STREET SECTION ON SANTA ROSA AVENUE IS OAO FEET OF ASPHALT CONCRETE OVER 0.58 FEET OF CEMENT TREATED BASE OVER 0,50 FEET OF LIME TREATED SUB-BASE. ON BOTH SIDES OF SANTA ROSA AVE A SIX FOOT WIDE STRIP AT THE LIP OF GUTTER IS 0.90 FEET OF ASPHALT CONCRETE OVER 0.50 FEET CLASS 4 SUB-BASE. THE FULL WIDTH OF SANTA ROSA AVENUE THERE IS REINFORCING FABRIC 0.15 FEET DOWN IN THE ASPHALT CONCRETE.

4.NEW 03-1 STREET NAME AND REGULATORY SIGNS AND BRACKETS WILL BE PROVIDED AND INSTALLED ON THE TRAFFIC SIGNAL MAST ARMS BY THE CITY AT THE LOCATIONS SHOWN. EXISTING TRAFFIC SIGNS SHALL BE RELOCATED OR REMOVED AND SALVAGED, AS SHOWN ON THE PLANS AND PER CITY STANDARDS.

5. THE LOCATIONS SHOWN FOR THE INSTALLATION OF CONDUIT AND PULL BOXES ARE SCHEMATIC ONLY AND WILL VARY AS FIELD CONDITIONS REQUIRE.

6. THE CONTRACTOR SHALL VERIFY OVERHEAD AND UNDERGROUND CLEARANCES OF EXISTING UTILITIES BEFORE CONSTRUCTION.

CONSTRUCTION NOTES

[!] SAW CUT CURB AND GUTTER AND/OR SIDEWALK AT JOINT OR AS DIRECTED BY THE ENGINEER TYP.

[Ij INSTALL TYPE A PEDESTRIAN RAMP PER CITY STD 232-A WITH 3'X4' TRUNCATED DOMES. TYP OF 2.

[j] INSTALL TYPE C PEDESTRIAN RAMP PER CITY STD J 232-B WITH 3'X5' TRUNCATED DOMES. TYP OF 2.

[II INSTALL MODIFIED TYPE A PEDESTRIAN RAMP 4 SIMILAR TO CITY STD 232-A WITH 3'X4' TRUNCATED DOMES. TYP OF 2.

1IJ REMOVE EXISTING CATCH BASIN. INSTALL 121NCH CLASS Ill RCP PIPE BETWEEN EXISTING INVERTS WITH CONCRETE COLLARS. BACKFILL WITH CLASS II BASE COMPACTED TO 95% RC.

[§] INSTALL TYPE II CATCH BASIN PER CITY STD 402.

I2J SEE STORM DRAIN PROFILE THIS SHEET.

[]] BREAK INTO EXISTING SDMH TO INSTALL 151NCH SD PIPE PER CITY STD 400.

W REMOVE EXISTING CATCH BASIN.

[Qj REMOVE EXISTING 18 INCH SD PIPE IN CONFLICT WITH NEW CB AND TWIN 15" SD PIPES.

EXTEND TWIN 15 INCH CLASS V SD PIPES INTO NEW liJl CATCH BASIN WITH CONCRETE COLLARS ON EACH

END OF THE NEW PIPES.

@] R1·1 SIGN TO BE SALVAGED TO THE CITY OF SANTA ROSA AT 55 STONY POINT RD. STREET NAME SIGNS TO BE REMOVED BY THE CONTRACTOR AND MOUNTED ON THE TRAFFIC SIGNAL POLE BY THE CITY OF SANTA ROSA. TYP OF 2.

gg] W11-2 AND W16-7P TO BE SALVAGED TO THE CITY OF SANTA ROSA AT 55 STONY POINT RD. TYP OF 2.

~ RELOCATE BUS STOP SIGNS, R26, AND POLE PER CITY STANDARDS, THE SPECIAL PROVISIONS, AND AS DIRECTED BY THE ENGINEER.

[?J INSTALL EXISTING 18 INCH SO INTO NEW CB.

~ GUTTER PAN CROSS SLOPE IN FRONT OF THE PED RAMP, SHALL MATCH THE NOTED AC SLOPEATTHE PEDRAMP.

~ INSTALL 24 FOOT WIDE DRIVEWAY PER CITY STD 250A, THE SPECIAL PROVISIONS , AND AS DIRECTED BY THE ENGINEER.

~ INSTALL A 36" x 48" CATCH BASIN SIMILAR TO CITY STD 402.

[4] REMOVE EXISTING TOP OF CATCH BASIN TO 17 INCHES BELOW TOP OF CURB AND INSTALL PRECAST CATCH BASIN COVER PER CITY STD 405 AND CATCH BASIN TOP REPLACEMENT DETAIL ON SHEET 2. EXISTING GRATE OPENING AND GRATE TO REMAIN.

~ ADJUST GAS VALVE BOX AND SET BOX TO GRADE. TYPOF3.

~ THE 12" STORM DRAIN PIPE IS EXTREMELY SHALLOW. THE CONTRACTOR SHALL TAKE GREAT CARE WHEN WORKING AROUND THE PIPE. ALL DAMAGE TO THE PIPE SHALl BE REPAIRED BY THE CONTRACTOR, AT THE CONTRACTORS EXPENSE TO THE SATISFACTION OF THE ENGINEER.

>-~

GRATE ELEV = 158.43' INV "HRU ~ 155.63'

CP#16

JT, TV, GAS, ELEC JT, TV, GAS, ELEC

' ' ' ' ________________ J __ _ - ~".Y'[f!L- ----------------------------

10~ ss

_____ --- __ ---- __ ----- ___ AB6~WTR

SDMrl ·17531 R!M ELEV "'1W.02' !NV THRll NIS"" 153.23' 12"- 21" INV E iN'LY) • 154.37' 22" !NV E {SLY)"' 154.55' 22" !NV W"" 155.55' 12~ r-.!EW lNV W:::: i 53.50' iS'

160 160

EXF§:. 159 159 ---___.. ..---150 158

157 157

156 158

155 155

32 LF 15'' SD ' CLASS Ill RCP

154 1 s-@fo-···---... · 154

I EX12~ EX21~

153 ~·~~--····-- 153

152 ---·-·--' 152

STORM DRAIN PROFILE 1"=10'(H) 1"=2'(V)

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CURVE

C1

C2

C3

C4

C5

C6

C7

C8

C9

C10

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LEGEND

N8'27' 45.9"W

SANTA ROSA AVE

CJ

bid

. ---. ---. ~--' *--. ---. ---.--- ·---. ---. ---. ---. ·--. ---.---. --~. ---. ---. ---. ---.---.---.

REMOVE EXISTING CURB GUTTER AND/OR ASPHALT AND INSTALL CURB AND GUTTER PER CITY STD 241.

REMOVE EXISTING SIDEWALK, CURB GUTTER AND/OR ASPHALT AND INSTALL SIDEWALK PER CITY' STDS.

REMOVE AND REPLACE ASPHAlT PER SPECIAL PROVISIONS.

---· ---· ---· --- ·---·--- ·---. ---· ---· ---.---·--AB4~GAs

---------------------------------------------------------------------------- AB 6~WTR

RIM ELEV = 1 ~8.73' INV THRU = 156.20'

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SITE PLAN 1·- 10'

CURVE DATA

FEATURE RADIUS LENGTH DELTA

FC 20' 31.1' 87.21

BSW 12.5' 19.2' 88.29

FC 20' 38.6' 111.10

FC 20' 9.8' 28.20

BSW 10' 15.7' 89.74

FC 20' 35.3' 102.98

BSW 12.7 23.0' 104.08

FC 25' 36.0' 82.48

FC 20' 11.0' 31.63

FC 20' 11.2' 32.12

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FACE OF CURB LINE DATA

UNE LENGTH BEARING

L1 4.79' N81'16'38.9"E

L2 24.95' S8'27'11. 1"E

L3 10.17' S73"36'1 o.8"W

L4 3.87' S8'52'28. 7"E

L5 2.08' S8"23'11.5"E

POINT NORTHING EASTING

CP #1 1920590.926 6357753.293

CP #15 1920467.247 6357770.333

CP #16 1920703.229 6357801.429

ELEV

157.55

158.54

159.02

DWY

10 0 20

ALIGNMENT TABLE

STREET STATION NORTHING EASTING BEARING DISTANCE

SANTA ROSA AVE 15+00 1920334.640 6357828.813

N08'27' 45.9"W 200.00'

SANTA ROSA AVE 20+00 1920829.195 6357755.230

SEBASTOPOL AVE 9+50 1920568.320 6347674.803

S73"55'58.6"W 118.99'

SEBASTOPOL AVE 10+68.99 1920601.260 6357789.172

MILL ST 1+00 1920615.914 6357786.963

N81'13'20.2"E 50.00'

MILL ST 1+50 1920623.544 6357836.378

BENCH LEVEL DATA

C-41 (157.553')

Santa Rosa Av. and Sebastopol Av.; City disk in well monument, on CL Sebastopol and W'ly curb of Santa Rosa Av. 2/84

CONTROL DATA

DESCRIPTION

2" DISK IN MON. WELL @ INT. OF S R AVE &: SEBASTOPOL AVE (CONTROL MON G-17)

CHIS "X" ON SW ON W/S OF SR AVE S\0 SEBASTOPOL BETWEEN 2ND & 3RD OW 1.3' FROM FOC

CHIS "X" IN TOC ON E/SIDEOF SR AVE N/0 MILL ST 5.40' S/0 1ST LIGHT POLE

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CONTRACT NO. C01627

SHEET 3 OF 8

FILE NO. 2015-0035

CONSTRUCTION NOTES

l!i!jJ ABANDON CONDUIT. REMOVE CONDUCTORS.

~ INSTALL PULL BOX IN EXISTING CONDUIT RUN.

~ CONNECT NEW AND EXISTING CONDUIT.

[j] REMOVE EXISTING STREET LIGHT PULL BOX. INSTALL NEW PULL BOX WITH SERVICE LID. PULL BOX TO SUPPLY THE SERVICE TO THE EXISTING STREET LIGHT SYSTEM AND THE NEW TRAFFIC SIGNAL. REPLACE CONDUCTORS FROM THE EXISTING SERVICE CABINET THRU THE PULL BOX TO THE TRAFFIC SIGNAL AND THE STREET LIGHT SYSTEM.

fi] INSTALL NEW STREET LIGHT PULL BOX. SPLICE CONDUCTORS IN BOX TO KEEP THE STREET LIGHT SYSTEM FUNCTIONING.

lB INSTALL NEW 2 INCH CONDUIT FROM THE NEW SERVICE PULL BOX TO THE NEW STREET LIGHT PULL _j

BOX WITH 3 # 6 CONDUCTORS FOR STREET LIGHT ~ SYSTEM. 0

1m REPLACE EXISTING STREET LIGHT CONDUCTORS (L FROM EXISTING STREET LIGHT PULL BOX TO THE 0

JT, TV, GAS, ELEC NEW STREET LIGHT PULL BOX WITH 3 #6 0 CONDUCTORS, SPLICE AS NEEDED TO KEEP THE

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STREET LIGHT SYSTEM FUNCTIONING. 0 z

[i] REPLACE EXISTING STREET LIGHT PULL BOX. ~ 0 m

[i2l SALVAGE AND ABANDON EXISTING CONTROLLER. I CONTROLLER CABINET AND CONTENTS TO BE 1-

~ SALVAGED TO THE CITY OF SANTA ROSA AT 55 STONY 0 POINT ROAD. FOUNDATION TO BE ABANDONED TO 6 U1

INCHES BELOW FINISH GRADE. '</'

[i] SALVAGE AND ABANDON EXISTING PEDESTRIAN 1-w FLASHER. SIGNAL POLE AND EQUIPMENT TO BE w SALVAGED TO THE CITY OF SANTA ROSAAT55 STONY I

(f) POINT ROAD. FOUNDATION TO BE ABANDONED TO 6 INCHES BELOW FINISH GRADE. w

w (f)

[i] INSTALL 4- 2 INCH CONDUITS. ONE CONDUIT SHALL HAVE EXISTING INTERCONNECT CABLE REMOVED 0

lf)

FROM THE CONDUITS CONNECTED TO THE TRAFFIC + SIGNAL AT SANTA ROSA AVE AND MAPLE AVE. a:)

EXCESS CABLE SHALL BE CUT OFF AND SALVAGED ~

TO THE CITY OF SANTA ROSA AT 55 STONY POINT w ROAD. ONE CONDUIT WITH A NEW 25 PAIR CABLE z CONNECTING THE NEW CONTROLLER WITH THE _j

I EXISTING TRAFFIC SIGNAL CONTROLLER AT SANTA (,) ROSA AVE AND MAPLE AVE. ALL CONDUCTORS SHALL ~ BE LANDED IN BOTH CONTROLLERS PER CITY 2 STANDARDS AND THE SPECIAL PROVISIONS. THE REMAINING TWO CONDUITS SHALL HAVE A PULL ROPE PER THE SPECIAL PROVISIONS.

gg ROUTE EXISTING CONDUIT AND CONDUCTORS AROUND NEW TRAFFIC SIGNAL POLE FOUNDATION AS NEEDED, TYPICAL.

@] PULL INTERCONNECT CABLE OUT OF EXISTING CONDUIT BETWEEN NE CORNER OF SANTA ROSA AVE I MILL STAND SANTA ROSA AVE I MAPLE AVE CONTROLLER AND REINSTALL INTO NEW CONDUIT AND PULL BOXES TO THE NEW CONTROLLER THIS CABLE WILL THEN CONNECT THE EXISTING CONTROLLER AT SANTA ROSA AVE I SONOMA AVE WITH THE NEW CONTROLLER AT SANTA ROSA AVE I MILL ST. INSTALL NEW 25 PAIR CABLE CONNECTING THE NEW CONTROLLER WITH THE EXISTING TRAFFIC SIGNAL CONTROLLER AT SANTA ROSA AVE AND MAPLE AVE. ALL CONDUCTORS SHALL BE LANDED IN BOTH CONTROLLERS PER CITY STANDARDS AND THE SPECIAL PROVISIONS.

~ REMOVE EXISTING PEDESTRIAN FLASHER CONDUCTORS FROM THE EXISTING STREET LIGHT SYSTEM BETWEEN SANTA ROSA AVE I SEBASTOPOL AVE INTERSECTION AND SANTA ROSA AVE I PINE ST INTERSECTION.

~ INSTALL NEW STREET LIGHT PULL BOX. INSTALL 3 #6 CONDUCTORS FROM NEW PULL BOX TO TO THE CLOSEST STREET LIGHT PULL BOXES. SPLICE CONDUCTORS IN PULL BOXES AS NEEDED TO KEEP THE STREET LIGHT SYSTEM FUNCTIONING.

~ REMOVE EXISTING PULL BOX. TYP OF 2.

~ EXISTING SERVICE CABINET TO REMAIN.

~ REMOVE AND REPLACE EXISTING IC PULL BOX WITH NO.5 PULL BOX PER CITY STANDARDS AND THE SPECIAL PROVISIONS.

~ SALVAGE AND ABANDON EXISTING STREET LIGHT. STREET LIGHT POLE AND EQUIPMENT TO BE SALVAGED TO THE CITY OF SANTA ROSA AT 55 STONY POINT ROAD. FOUNDATION TO BE ABANDONED TO 6 INCHES BELOW FINISH GRADE.

&'3 THE SP-2-T ON POLE NUMBER 5 SHALL HAVE THE LOC EQUIPMENT

TERMINAL BLOCK MOUNTED ON THE NORTH SIDE OF THE POLE.

<D CONlROLLER

® SERVICE CABINET

@ PULL BOX

LEGEND @ A~~E~9l) & CIRCUT. SEE CONDUCTOR SCHEDULE SHEET 5. ® r~~E8·%~

G .All:. :.LCV = 1!:>8. 10' IN THRU = 156.00'

~

INV N (E'LY) = 155.:50' INV N (W'LY) = 155.2G' I INV S ~ 15552'

10 0 20

rrnTIV-1 -'

u w~ .....,t-

~~~~~~~~~~~~~~~~~~;;~~~~~~~~~~~~~~~~~~·~5~~·~·-~·~·-~-~--~·~·~~~~~ij;~~~i.f~~~~~~~~~~~~~~~.J~ ==~~===t~~~71~~~~~~;~~==~~~=~~~~~~~~~~~-~ .. ~.~~c~~~~3 ==~~~~~~--~~-=--===--~-~-~--.~-=·=·==--=·==·=-·-~-~--:~~~~~~~~-~~~~~~~~~-~~~~~~~~~~~~~~~~:~~~~~~~;j;;;~J;T.~n~,;GA;S;.E~L~EC~;~~;;~~;)j

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ELECTRICAL PLAN 1"•10'

POLE COORDINATE DATA

POLE CENlER OF BASE

STATION OFFSET

" ' I

I I

~\ I I

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STANDARD TYPE HT

N8'27' 45.9"W --~·- ····--

SANTA ROSA AVE

MAST ARM SIG LUM

--- · --- ·~-- · --- --- · --- · --- · --- · --- · --- --- ---. ---. --- ---.---.--- __ . --- .. riYR-· --- --- --- --- --- --As:;::-iii\3--- ------- ----

-~

WMINAIRE

T

"-. ·- .. -" ~ .. -· ·- .. _, ·-·.-"-. ·-·.-"-. ·- .. -.. -·.-"-. ·-·'-" -· ·-"- .. -·.-"- .. -·.-"-

DWY

SIGNAL MOUNTING VEHICLE

. ·------ ----------·-··--·-··-··--·-··-··--·-··--·-··-··-··--·-··--·-··

~

-

POLE SCHEDULE

PED PPB

t;W)~ t+ ~W) (6)

~ - r-~W) T.! ~ .,ezwJ

TRAFFIC SIGNAL PHASE SCHEMATIC NlS

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LL

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t:J w I (!)

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EQUIPMENT SCHEDULE <D 18+10.45 33.67'LT 1A 10' TV-2-T ~6

TYPE DESCRIPTION ® 18+12.80 29.36'RT 24-3-100 30' 35' 20' 100W

MAS MAS SV-1-T SP-1-T ~6 F- 14 PLACE VIDEO DElECTION CAMERA ON POLE SHAFT PER SPECIAL PROVISIONS.

LED PLACE OPTICOM 10 FEET FROM END OF SMA. 20' LMA PER ES-SE DETAIL A TYPE 31 MODEL PROVIDED BY THE CITY WITH TYPE 332 CABINET 170E @ 1+42.90 14.40'LT 1A 10' TV-2-T SP-1-T ~8 111-BF EXISTING

30"X48" CITY lRAFFIC STD PART IV &: STD 730 @ 1+43.80 14.27'RT 17-,2-100 30' 15' 6'

100W MAS SV-1-T {!18 PLACE OPTICOM 5 FEET FROM END OF SMA.

LED

No. 5 CITY lRAFFIC STD PART IV &: STD 730 ® 17+52.84 27.77'RT 1A 10' TV-2-T SP-2-T {!12 MOUNT SP-2-T ON NORTH SIDE OF POLE.

No. 6 CITY lRAFFIC STD PART IV &: STD 730 ® 17+27.29 39.81'LT 19-3-100 30' 30' 20' 100W

MAS MAS SV-1-T SP-1-T {!12 PLACE OPTICOM 10 FEET FROM END OF SMA. 20' LMA PER ES-6E DETAIL A TYPE 31 LED

CD 10+11.88 22.73'RT 1A 10' TV-2-T SP-1-T ~4

® 10+28.26 28.91'LT 17-2-100 30' 20' 12' 100W

MAS SV-1-T SP-2-T {!14 PLACE OPTICOM 5 FEET FROM END OF SMA. LED

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,;_j --' < 0 Vl

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., ... " ., c

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z <( ..J D.. ..J <( (.) -a: 1-(.) w ..J w

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CONTRACT NO. C01627

SHEET 4 OF 8

FILE NO. 2015-0035

-

--

JT, TV, GAS, ELEC

• •

DWY DWY DWY

.fl2G. -·· -. - ··- ·-···-

• ' ·--~··-~·--M·-..1...-wo

1 JT,TV,GAS,ELEC

•

WTR 1

---------------------~------ ' : _j

WTR I <( -------------L-------------- --·----~-----------------------------------------------------~--- z LL

0 (f)

n

~=-=====--~~~-,-~-,~--~~,~===c~8 I (f)

. ---. --- . ---. ---. ---. ---. --- . ---. ---. --- ---. ---. ---. ---. ---~ . ---. ..:__. :_: . ·_· - .=:· :__ ___:__ --- .:_. ---.. Jl.l:J:t: __ . _ __:__. ---. w SANTA ROSA AVE AB 4"GAs ·-· .. ·---·--- ----I tJ

·' y -< \ --+·-·· _ _,_ __ ··-·. ·-1r· ____ .. , ___ . --. ---. ---.---.---•---. , ___ ---.--. ---. ---. ·-'-·· ---.---. --. ---.--- ---. ·-·. --. ---->- -<. I ---·---··-··--- --AB4-GAS- --- ---·--- --- ---

-~ -~ -::. -·.-··-·.-.. -·.- .. -·. -~ __ .:_ .. ~-. -·. -·. t_ .. ~-:- .. -· .~: ~-~ ~-~~- ~ .. -~ ~ ~-~~-~~- ~~:~: ~~';:_ -: -. .. :·:-:· -:· ·: ·: -· ·- .. -· ·- .. .,_ .... ·: -··-:·~-:~ :· -_· ·= ·: ~:·-.·· =-:~ :· --· ·= ~"':·-.-DWY

..

CONSTRUCTION NOTES

0 PULL INTERCONNECT CABLE OUT OF EXISTING CONDUIT BETWEEN NE CORNER OF SANTA ROSA AVE I MILL STAND SANTA ROSA AVE I MAPLE AVE CONTROLLER AND REINSTALL INTO NEW CONDUIT AND AND PULL BOXES CONNECTING TO THE NEW CONTROLLER. THIS CABLE WILL THEN CONNECT THE EXISTING CONTROLLER AT SANTA ROSA AVE I SONOMA AVE WITH THE NEW CONTROLLER AT SANTA ROSA AVE I MILL ST. INSTALL NEW 25 PAIR CABLE CONNECTING THE NEW CONTROLLER WITH THE EXISTING TRAFFIC SIGNAL CONTROLLER AT SANTA ROSA AVE AND MAPLE AVE. ALL CONDUCTORS SHALL BE LANDED IN BOTH CONTROLLERS PER CITY STANDARDS AND THE SPECIAL PROVISIONS.

~ REMOVE EXISTING PEDESTRIAN FLASHER CONDUCTORS FROM THE EXISTING STREET LIGHT SYSTEM BETWEEN SANTA ROSA AVE I SEBASTOPOL AVE INTERSECTION AND SANTA ROSA AVE I PINE ST INTERSECTION_

[ij RAISE EXISTING WATER METER BOX TO GRADE.

LEGEND

........,.-, REMOVE EXISTING SIDEWALK, CURB GUTTER AND/OR [___J ASPHALT AND INSTALL SIDEWALK PER CITY STDS.

@ PULL BOX- SEE EQUIPMENT SCHEDULE SHEET 4.

BSW

SOUTHBOUND LOOP DETAIL 1·•10.

10 0 20

- - DVfY ... ·-·· -···- .!.Q. ... _ ..

zF~~~~~r~=~~==~~~~~~~~~~ :5 GAS,ELEC

o_ 'i ' _j

<( •

z --------------l--0 ()')

I I I---------------~----·-

' ,c) \~ 8r--~===~-=-~==~=~=~====-~-====~==~==~-'~c=====~~~~~~~~-+-"~~~~­I (f)

w w 1··---·---(/)

OJ

SANTA ROSA AVE

' . ~-~. --fi. ---· --- ·---. --·· --·. --·· ·--. ---. "\ .. ---. ---.---. --- ··--·---·--AB4~ GAS

~ r--------------------t_--___ -_-__ -__ -__ -__ -_-___ -_-__ -_-__ -_-__ -_-_-__ -_-__ --__ -_-__ -_-_-__ -_-__ -~--~-~--~-~-=~-~-~-~-~--~'=~-:=-~-~-~-~-~-=-=-~-::-~-~-:=-+=-=---~-~-~-~-:=-~-ill '

AB o~WTH

~ ·------(/)

w z

•

------------------------------ ·----- --------~~-------. '

_j I : ,_ G --:-- ---·l----------- · --- · --· · --- · ·-· · --- · --- · ·-- · ·-- · --- · ·--· --+-- · --- · _...,._ --·-tA·. 's=-4~ .. -'" ,~,--

\;: ' 2

A SOUTHBOUND LOOP DETAIL

1··10'

C) l[)

+ OJ

~ (f)

w z _j

I

~ 2

AWG CIRCUIT

VEH- 2

VEH f 3 {FUTURE

~. 3 R'A FUTURE

VEH f 4

VEH f 6

1/EH f 7 {FUTURE)

VErF • 7

rrA FUTURE

1/EH f 8

PED f 2

PED f 4

No.14 PED f 6

PED f 8

PPB - 2

PPB f 4

PPB f 6

PPB f 8

PPB COMMON

SIGNAL NEUTRAL

P.E.C.

SPARES

TOTAL No.14

STREET UGHT

SIGNAL NEUTRAL

No.8 EQUIP. GROUND

TOTAL No.8

No.6 EQUIP. GROUND

No.4 SERVICE

I EfnE_~C1c;fRI E

VIDEq_. t:,goWER OPTICOM CABLE

1/4" PULL ROPE

CONDUIT SIZE

CIRCUIT

.

CONDUCTOR SCHEDULE CONDUIT RUNS

~~~~~~~A~~~~~A4~A~~~ 9 3 3 6 3 3 3 3

6 3 3 3 3

2 1 1 1 1

9 3 3 3 3 3 3 3

9 3 3 3 3 3

6 3 3 3 3 3

2 1 1 1 1 1

9 6 3 3 3 3 3

4 2 2 2 2 2

4 2 2 2

4 2 2 2

4 2 2 2 2

2 1 1 1 1 1

2 1 1 1

2 1 1 1 1

2 1 1 1 1 1

8 2 1 1 4 1 1 2 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1

3 3

9 3 6 3

3 93 24 11 12 48 12 11 24 6 17 13 13 6 13

2 2 2 2 2 2 2 2 2 2

1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

3 4 4 1 3 4 3 1 4 3 1 1 4 3 1

1

3 2

4 2 2 2 2

1 1 1

1 1 1 1 1 1 1 1 1

2" 3" 3" 2-

3" 2" 2" 3" 2" 2" 3" 2" 2" 2" 2" 2" 2" 2" 2" 3"

I/,\ IIi\ lA\ /).\ 1/s\ lie\ lh\ Ia\ Vo\ I~ ~ ,(}.. IA1 ~ ~ £s\ ~ lAs\ ~ CONDUIT RUNS

co

UJ D. <( ()

~ UJ a: t; <( C/) 0 a:

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a: § ::::) c :z 0 0 olS

~ c.. c.. 0 0 ~

CONTRACT NO. C01627

SHEET 5 OF 8

" .... c

Q

6 z

FILE NO. 2015-0035

CAST ALUMINUM DOME TOP (BALL TOP OPTIONAL)

~ 8"1!1 CLEAR ACRYLIC LENS ;~I

LOW BRIGHTNESS REFLECTOR ';

PORCELAIN SOCKET

' ' '

•

FOR D

¢7.5'

4"x6"x5.25" H. DOOR OPENING ANCHORAGE AN WIRING ACCESS

=-;~ --

- (4) 114" SOCK. SET S CREWS

", \ ' 0

\ ~

-' ' '

i

1-

' """ r<l

~~\, ~ ~ ~

1 o" 111

BOLT CIRCLE

7.06"

8.5"1!1

OPENING

-~

DOOR OPENING

12" MIN.

I I I .

1,;,·, ~T rnP

. I I. lll13"

GALVANIZED L-TYPE ANCHOR BOLTS (4 PER POST)

DECORATIVE CAST IRON LIGHTED BOLLARD DETAIL NO SCALE

FURNISH AND INSTALL COLUMBIA SERIES CAST IRON LIGHTED BOLLARD MODEL: BOL I C44 I 13 / LW-CL I BK WITH MODIFICATION FOR LED BULB OR APPROVED EQUAL.

2X DIA 7.54mm (.297") MOUNTING HOLES

314" NPT

1" NPT BOTH SIDES

rUNIVERSAL -~ ARM ACCESSORY

1" NPT 2X DIA 9mm (.358") MOUNTING HOLES

1 112" NPT

" '-. \ · " I

I

123.95mm ( 4.88")

UNIVERSAL MOUNTING (UN)

INSTALL 'BIRD X' NETTING ABOVE FIXTURE TO PREVENT BIRD NESTING AND PERCHING

jj_L._} ~ ©J~ I I 'I u ! I

~~ V'i!S:;,

~ 'iJ1 16< r>O< 1,2'

(

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386mm (15.18")

SH OPTION

.I

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z E r-o E Col-

'<t!l. ~ ,.,)0 I') .:::.o

(.!)

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UPLIGHT SHIELD (SH) & OPTIC GUARD (GD) OPTIONS

~UNDERPASS \I) NO SCALE

FURNISH AND INSTALL HOLOPHANE PETROLUX LED LIGHT MODEL:

SOFFIT LIGHT DETAIL

PLED2-10L-4K-AS-UN-NA-CRW-L5-SH-GD OR APPROVED EQUAL.

GENERAL NOTES 1. THE LOCATION OF LIGHT POLES AND LIGHTING EQUIPMENT IS

APPROXIMATE. THE POSITION OF ALL POLES AND LIGHTS SHALL BE MARKED, VERIFIED, AND APPROVED BY THE ENGINEER PRIOR TO EXCAVATION FOR FOUNDATIONS.

2. CONDUITS TERMINATING IN A CURB BOX SHALL BE BROUGHT INTO THE BOX ON A GRADUAL UPWARD SWEEP OF UP TO 45 DEGREES. NO 90 DEGREE BENDS INTO THE BOX WILL BE ACCEPTED.

3. KEEP EXISTING LIGHTING IN WORKING ORDER BY PROTECTING THE EXISTING SYSTEM IN PLACE AND/OR INSTALLING TEMPORARY LIGHTING DURING THE PROGRESS OF WORK. SHUTDOWN IS ALILOWED FOR THE ALTERATION OR REMOVAL OF THE EXISTING ONCE THE NEW LIGHTING IS OPERATIONAL. SHUTDOWN SHALL NOT INTERFERE WITH THE REGULAR LIGHTING SCHEDULE.

4. ALL PULL BOXES SHALL BE NO. 5 UNLESS OTHERWISE NOTED ON PLANS.

5. ALL EXISTING LIGHTS ARE TO REMAIN UNLESS OTHERWISE NOTED.

6. EXISTING TWO-CIRCUIT SYSTEM SHALL REMAIN AND BE MODIFIED TO INCLUDE A THIRD CIRCUIT FOR BOLLARD SERVICE.

NOTES (THIS SHEET ONLY}

OJ EX. 2" GRC, 2#8 (CITY STREET LIGHTING),

[I] EX. 2" GRC, 6 PR (TRAFFIC SIGNAL INTERCONNECT)

~ EX. 2" GRC, 6 PR (TRAFFIC SIGNAL INTERCONNECT), EX. 2" GRC, 2#8 (CITY STREET LIGHTING)

WIRING DIAGRAM LEGEND: [BJ NEUTRAL BUS

[]] GROUND BUS

@ METER

® RELAY

j{ NORMAL CLOSED RELAY

[QJ CONTRACTOR

---~------------l I '-1--------,

I I r.;o ~:-~ ,----------r-----r-L~--~~ I r--- ----- -1 - -- -- ~ ! (- ,17

~L---.-- - - - - - I I I_ I I I 1 I -~- I - l I -::_::-1 1 I 1 I I I I 1 1 I I I I 1 1 I I I I 1 y -I I y --I I I \ M) I \ M \ I 1 - 1 1-1 1

I I ~ ~ ~ I I f- --J1 OOAI2P

I METERED I c/ </' (MAIN) I SECTION I T ' I FOR I I .__ _ _..

MALL : I 1201240 v

1 Ill, 3W PG&E

USE I ----~

I I

I L __ ___,-

1 I

L ____ j

20AI1P

20AI1P

15AI1P

.-----------~~----N

120 V SOFFIT LIGHTING

~--~--LC~(~C~IR7C~UI=T~2~):~o=FF~AT~N~IG~HT

120 V SOFFIT LIGHTING

(CIRCUIT 1): ON 2417

AUTO

120 V DECORATIVE BOLLARD

LIGHTING (CIRCUIT 3)

EXISTNG SERVICE MODIFICATION WIRING DIAGRAM

LIGHTING PLAN 1 " 20'

20

1" ~ 20'

3RD ST

0 20 40

GRA''IIIC SCAL[

w z ...J ·······-·-- :r: ()

!;:{ :::::;:

([) -I N N I -0

~_·~_i 1-<{ 0

z s: 0 :r: (f)

w -' <{ 0 (f)

w Q.

~ w a: ~ ~ 0 a: ~ z <C en z

~ z ~ Q

-, 2

"" :r: Q_ 0 0

:;.: ;;..: []] []]

z "' s: :r: 0 0

0~ ()l[)

-~ ;;: u~ c 0 ~

LL

c 0

Ul

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0 z

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CONTRACT NO. C01627

SHEET 6 OF 8

FILE NO. 2015-0035

GENERAL NOTES 1. THE LOCATION OF LIGHT POLES AND LIGHTING EQUIPMENT IS

APPROXIMATE. THE POSITION OF ALL POLES AND LIGHTS SHALL BE MARKED, VERIFIED, AND APPROVED BY THE ENGINEER PRIOR TO EXCAVATION FOR FOUNDATIONS.

2. CONDUITS TERMINATING IN A CURB BOX SHALL BE BROUGHT INTO THE BOX ON A GRADUAL UPWARD SWEEP OF UP TO 45 DEGREES. NO 90 DEGREE BENDS INTO THE BOX WILL BE ACCEPTED.

3. KEEP EXISTING LIGHTING IN WORKING ORDER BY PROTECTING THE EXISTING SYSTEM IN PLACE AND/OR INSTALLING TEMPORARY LIGHTING DURING THE PROGRESS OF WORK. SHUTDOWN IS ALLOWED FOR THE ALTERATION OR REMOVAL OF THE EXISTING ONCE THE NEW LIGHTING IS OPERATIONAL. SHUTDOWN SHALL NOT INTERFERE WITH THE REGULAR LIGHTING SCHEDULE.

4. ALL PULL BOXES SHALL BE NO. 5 UNLESS OTHERWISE NOTED ON PLANS.

5. ALL EXISTING LIGHTS ARE TO REMAIN UNLESS OTHERWISE NOTED.

6. EXISTING TWO-CIRCUIT SYSTEM SHALL REMAIN AND BE MODIFIED TO INCLUDE A THIRD CIRCUIT FOR BOLLARD SERVICE.

I I

LEGEND a DECORATIVE LIGHTED BOLLARD. SEE DETAIL A ON SHEET 6.

)( UNDERPASS SOFFIT LIGHT. SEE DETAIL B ON SHEET 6.

f--{ )-~

D

EXISTING LIGHT STANDARD

EXISTING SOFFIT LIGHT

PROPOSED SURFACE MOUNTED JUNCTION BOX.

EXISTING SURFACE MOUNTED JUNCTION BOX.

PROPOSED PULLBOX, NO. 5 PER CITY STANDARD 601

EXISTING PULLBOX

PROPOSED CONDUIT

EXISTING CONDUIT

PROPOSED CIRCUIT NUMBERS FOR OVERHEAD LIGHTING

PROPOSED CIRCUIT NUMBERS FOR BOLLARD LIGHTING

R/W --

CONSTRUCTION NOTES (THIS SHEET ONLY) r-:;-11 REMOVE EXISTING SOFFIT LIGHT AND SALVAGE TO THE CITY. ~ INSTALL NEW SOFFIT LIGHT PER DETAIL ON SHEET 6.

[I]

0 8J ~ [I]

ITJ [I]

[I]

[I2]

INTERCEPT EXISTING CONDUIT AND EXTEND TO NEW LIGHT. REMOVE AND REINSTALL EXISTING AND NEW CONDUCTORS AS REQUIRED TO CONNECT NEW LIGHT TO EXISTING LIGHTING CIRCUIT.

3/4" GRC, 2#10 (120V LTG), 1#10G.

1"C, 2#10 (120V LTG), 1#10G.

INTERCEPT EXISTING CONDUIT AND INSTALL NEW JUNCTION BOX FOR CONNECTION TO NEW BOLLARD LIGHT CONDUIT.

REMOVE EXISTING SOFFIT LIGHT AND SALVAGE TO THE CITY. INSTALL CONDUIT AND CONDUCTORS TO MAINTAIN EXISTING LIGHTING CIRCUITS.

REMOVE EXISTING CONDUIT AND CONDUCTOR.

INTERCEPT EXISTING CONDUIT AND INSTALL NEW JUNCTION BOX FOR CONNECTION TO NEW SOFFIT LIGHT CONDUIT.

INSTALL NEW JUNCTION BOX FOR CONNECTION TO NEW SOFFIT LIGHT CONDUIT.

REMOVE EXISTING SOFFIT LIGHT AND SALVAGE TO THE CITY.

~------ ----

3RD ST

-----

I ' \ \

\\ ~ ~ ... ~ ~ ~~-~~-~~---~- ----~-~~--~~~ ~~~-~~- . -~~-~-~--~~-~~~~~

[.~

'),\'f 'v

--~~-rr'r_ -~ ~~- -- ------~------~-~-~~--~------ -~ \~" 0

J \ I

\

• •

! I jl // /h -~ C~-~ ' ' l, ;;; ~::---t='T~p;-F~"'f"~--+=-=+====~7==+='=+ot==r7,J,.,;."'=l==i'\=========l'=======l""'"f===="*=======~============+======+=~~~="""""'+===~'F."':'l\"""~---=~~--==P~~===n~====c~r=====4'tJ;======= ~----- /1 ' •

lc;rr------------ ---- -------------- ? ____ ~:='y'---'

R/W

)-{ )-~

---------- ~~ tt. i

----------

R/W

LIGHTING PLAN 1" 20'

?0 0 20 40

1" = 20' GRAPHIC SCALE

I z N S N 0 I I ~ (!) 0

\

c:: 0 ·a;

·;;: Q)

~

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6 z

I

"' ~~ ·~ ~~--

f~ --,

~I I [l_ UJ 0 J -r:

(J) -0 0

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w --' f- <t <t 0 0 (!)

en w b z 0 zrn W..J e,­w<( ...~tu nc zc ~z C..<(

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CONTRACT NO. C01627

SHEET 7 OF 8

FILE NO. 2015-0035

•

• • I

~

REMOVE El<ISTING R26. ·. SIGN FROM EXISTING SlREET UGHT POLE NO. ¢835

INSTAU. R81 SIGN & R2,-1

FL

RE~YE. EXISTING W7 C.~} . SIGN AND INS ALL THE LANE CONFIGURAION SIGN ON EXIST1NG SLPOLE

---

Third Street

R/W

REMOVE EXISTING R26 INSTAi:b R81 SIGN ON R~s1\1f3~GHT POLE

FL

"B"

60'RAD.

7'

a-----~--'"'-f-...,.130' . oo' I'NP. SPACING 60' 'tf

- I I I

Stteet

,.,.,_,;.,. •. ~-~-,~···~--':"'·~'-·.0"'-"''.,'"''"'"'"",.~'"' -'"""'~"~_.·,;,..,,~,•·~•'!-:e•"-"';""~'-.,., __ ~,;-~•·•·~·-•-..~·.,., ... .,....,.... .•. ~.•·•"-•••c-•,...,....,.,~,--,.~~·.,.··• .. ~-"'"''l''"''"l',.,"':.~""""'-'"''""''"""""'"'_.,..,..,. •• ..,.,.,,,,.,_...,...,, .. ..,,...,....,.., ... , .. _,. ... -:--·•·,.,.._,_~.,. ... , •. _..,.,.,.._,..., .... ~,., .. ___ .,.,.,.,...,.,_.., ..• _... . .,.w,•,,.-·•••'"""""""""'""'~'~•-"''~;"'·~·*'',._,"..,'"-'"'"-•••·~·~·•••••••"0-... '-"'""''"''"'.-.,.'"''"''"-~·-·.,,...,.,.. .... ,,. •. - •. •"""~""'"'""'"""'""',. . .,.,_; ---~-.,..'".00:""'....,.,'"""'"''~'--•·•-•••••._..,.,_~-c•·"''"''"""''"...,'""'"""""''~''<""'"-"''••-'"''"•~,..,~-*·~•••""~""'"'~'~'~'"'"'"'"'"""~''" .. '.,.,.'"'"'"'•·•~-~""'"'"'"'"''"'"'"""'""""'"'"'""'"""''""'~"•"•"••

--+---

/ .//'

/ ./'

o( D:ll

12 12' 12'

-ft!l'- .... ·------·--·------·ffJ"-----.--------·----"""~-.----------··~.-.--........_ ______ __...,~--·-----·~'--

'

12'

EMOIIE EXISliNG !i26 SIGN ON EXISTING STREET LIGHT POLE NO.C837

THIRD ST STRIPING PLAN t"-10'

INSTAU. NEW R81 SIGN ON El<ISTING STREET UGHT POLE NO. 0833

CONSTRUCTION NOTES GENERAL CONSTRUCTION NOTES

j"

-......

® ® ©

INSTALL THERIAOPLAST1C ARROW PER CSP A24A TYP.

INSTALL THERIAOPLASTIO BIKE LO.OP DETECTOR SYMBOL PER CSP 1124<: TYP.

INSTAU. THERMOPLAST10 BIKE LANE SYMI30L AND ARROW PER CSP A24A, A2.4C 'NP •

INSTAU. 4" THERMOPLASTIC RIGHT EDGE LINE PER CSP A20B. DETAIL 278 ( 50' SPACING) 'NP.

INSTAU. 6" THERMOPLASTIC BIKE LANE PER .CSP A200 DETAIL 39 'NP.

INSTAU. 8" THERMOPI,AST1C CHANNEUZING UNE PER CSP A2QA DETAIL 38 'NP.

0 7.5" Cast Aluminum Ball Top\

:---.....,.---..

Eyebolt ( optiohal) --n:~

07.5" --"1

4" X 6 X 5.25" H. Door Opening for Anchorge Access

8.5" Dia.

'"'l. -~- . :l J

@ INSTAU. 12" THERMOPLASTIC CROSSWALK OR LIMIT LINE PER CSP A24E 'NP.

® INSTALL LANE LINE PER CSP A20A DETAIL 10 'NP.

® INSTALL GREEN PAINT PER C$P.

@ EXISTING MARKINGS TO REMAIN.

® INSTALL CURB RAMPS PER DETAIL ON THIS SHEET.

Q) INSTALL BOU.AR.D PER DETAIL ON THIS SHEET.

\ I

I I \ "

L013"_j 10 3/4" Hot Dip

Galvanized L-type Anchor Bolts ( 4 per Post}

I ' . I

CAST ALUMI~UM BOLLARD DETAIL N'i's

1. El<ISTING SlRIPII!oiG WITHIN PRo.JECT Llt.AITS IS TO BE REMOVED UNLESS OTHERWISE NOTED ON THE PLANS OR DIRECTED BY THE ENGINEER.

R/W

• I

I I I

I I I

I I I

I

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CONTRACT NO. 00162.7

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FILE NO. ?Ot5-0035