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GENER



1. EXISTING CONDITIONS WERE SURVEYED BY BGM ENGINEERS & SURVEYORS IN

AUGUST 2006.



DISTURBED



2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFY AND DETERMINING THE eee

LOCATION, SIZE, AND ELEVATION OF uLL EXISTING UTILITIES, SHOWN OR NOT SHOWN INCHES OF LOAM AND ‘ oe

ON THESE PLANS PRIOR TO THE STA‘: {TOF ANY CONSTRUCTION, THE CONTRACTOR 5 que conTRACTOR sua —

SHALL DETERMINE THE ACCURATE LCICATIONS OF THE UTILITIES SHOWN AND THE ~ . ee = iy) opr spe oe : . ERICAN

POSSIBLE EXISTENCE OF OTHER UNDIERGROUND UTILITIES BY PROVIDING veeseers IN onoes toes SITE TRACKING OF EARTH, Say BOTTOM RE

OBSERVATION TEST PITS, THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY DEBRIS. ae BR ADL ey STREET 6 SHAF BASE 7

UTILITIES FOUND INTERFERING WITH ‘HE PROPOSED CONSTRUCTION. BS oe BS BH See ory eee :

4, DUST SHALL BE CONTROLLED AS NECESSARY THROUGH THE USE OF WATER, . ae IL DING : STORM DRAIN. a

3, THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANI § — so, oe a. FIRE SERVICE

*  ENIER OVERHEAD OR UNDERGROUN.), WITHIN. THE CONSTRUCTION AREA AND’ SHALL eg a eee aR BRICK “ SLOPED GRANITE. CURB F

COORDINATE WITH THE UTILITY COMPANIES. THE PROTECTION OR RELOCATION OF 2AMAGED DURING AND/OR AFTER RAINFALL EVENTS OR AS DIRECTED BY CATC STREET LIGHT CONTROL CABINET & &

UTILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR. ENGINEER/PUBLIC WORKS DEPARTMENT OF ST. THOMAS, SEWER MANHOLE 3,

ECIFICA TION =

4. THIS PROJECT IS TO BE CONSTRUCTED TO THE TYPICAL SECTIONS AND DETAILS 6. DEWATERING OF WORK ZONES IF REQUIRED, SHALL BE DISCHARGED INTO APPROVED SQUARE =

SHOWN ON THE PLANS, AND SHAL!. MEET THE USVI) STANDARD SPECIFICATIONS | SEDIMENT RETENTION MEASURES, — THE CONTRACTOR SHALL NOT DISCHARGE DIRECTLY SANITARY SEWER & Bi

UNLESS OTHERWISE NOTED. INTO EXISTING STORM DRAINAGE 5 oe MS, WATERCOURSES OR WATERWAYS. ALL =E

CATCH BASINS SHALL HAVE SEDIMENT FILTERS INSTALLED IN YHE INLETS.

5, THE CONTRACTOR IS RESPONSIBLE OF ALL PERMITS, FEES, TEMPORARY UTILITIES ,

AND COORDINATION WITH ALL AGENCIES IN OBTAINING ACCESS TO THE SITE AND oop anip Borrow .

PERFORMING ALL WORK REQUIRED FOR THIS PROJECT. carne courea. . 8

, i LP oe LP PPA a

6. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. THE co Soue CONDUIT/DUCT BANK 3

CONTRACTOR SHALL USE CAUTION WHEN SCALING REPRODUCED PLANS. IN CASE 7 TOP OF HATCH 8 - a

OF CONFLICT BETWEEN THIS PLAN SET AND ANY OTHER DRAWING AND/OR CONCRETE TRAFFIC LIGHT COND

SPECIFICATION, THE ENGINEER SF.ALL BE NOTIFIED IMMEDIATELY FOR CLARIFICATIONS CORRUGA TRAFFIC: CONDUIT

RAIN TRAFFIC SIGNAL

7, CONTRACTOR SHALL PROTECT AliD MAINTAIN EXISTING BENCHMARKS AND BOUNDS. DEPART TYPICAL

ALL BENCHMARKS AND BOUNDS DISTURBED BY THE CONTRACTOR SHALL BE . soy mame apencmemes. DRILL UTILITY MONITORING POINT

RE-ESTABLISHED BY A REGISTE2ED LAND SURVEYOR AT NO EXPENSE TO THE DING INAGE NOTES: STILE UTILITY POLE

OWNER. CC | ee . ; 7 DTILE TYPICAL

|, THE CONTRACTOR SHALL COORDINAT E MATERIALS AND INSTALLATIONS SPECIFICATION: iE TER VITRIFIED CLAY i

8. ALL DEWATERING MUST BE EXEGUTED IN ACCORDANCE WITH THE PLANS AND ut TH THE INDIVIDUAL UTILITY AGENCIES/COMPANIES, AND ARRANGE FOR ALL. HARC VERTICL . a

SPECIFICATIONS. REGULATIONS PROHIBIT DISCHARGING GROUNDWATER TO A INSPECTIONS. IN M VERTICAL GRANITE so oe lok

SANITARY OR COMBINED SEWEF WITHOUT PERMISSION, oe - a Oo OS INT WATER 2 5 |v

2. THE CONTRACTOR |S RESPONSIBLE FOR THE MEANS ANO METHODS OF CONSTRUCTION NING WITH ~ © |28

9, CONTRACTOR SHALL RESTORE SITE TO PRE-CONSTRUCTION CONDITIONS FOR AND FOR CONDITIONS OF THE SITE oaee oooucey oon w MM [7 5

PAVEMENTS, SURFACES, SIDEWALKS, CURBS, ETC UNLESS OTHERWISE NOTED. . ; a ae weoue a 56 © 48

3. STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED TO LINE AND GRADE AS SHOWN EL EC CTR VAUL| WATER re ; ef © jE 8

10. THE CONTRACTOR SHALL BE %ESPONSIBLE FOR RESTORATION OF EXISTING UTILITIES ON THE PLANS. ALL PIPE MATERIALS SHALL BE HDPE OR RCP PIPE. ELEVA HON vee wee !

AND STRUCTURES DAMAGED GR REMOVED BY THE CONTRACTOR BY THEIR CONSTRUCTIONS METHOD SHALL CONFORM TO FP-96. oe BASINS AND DRAIN WETLAND FLAG

OPERATIONS. MANHOLES SHALL CONFORM TO FP—96. ALL CATCH BASIN GRATES SHALL BE TYPE

B AND CONFORM TO FP-96 STANDARD SPECIFICATIONS UNLESS OTHERWISE NOTES. FLOOR C ®

11. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF 7 : oC 7 FEDERAL pe

CONSTRUCTION AND FOR CONDITIONS OF THE SITE. 4. PROPOSED RIM ELEVATIONS OF DRAINAGE MANHOLES AND CATCH BASINS ARE sce iain 50

APPROXIMATE. FINAL ELEVATIONS ARE TO BE SET FLUSH WITH FINISH GRADES. FOUND G

12. FINAL ELEVATIONS OF UTILITY STRUCTURES ARE TO BE SET FLUSH WITH FINISH ADJUST ALL OTHER RIM ELEVATIONS OF MANHOLES, WATER GATES, GAS GATES, AND FLAG POLE —

GRADES. ADJUST ALL OTHER RIM ELEVATIONS OF MANNHOLES, WATER GATES, GAS OTHER UTILITIES TO FINISHED GRADE WITHIN LIMITS OF WORK, FOOT =

TES, AND OTHER UTILITIES TO FINISHED GRADE WITHIN LIMITS OF WORK, Se GRANITE

GATES, AND : ° 5. ALL EXCAVATIONS SHALL BE THOROUGHLY SECURED ON A DAILY BASIS BY THE HAND HOLE s | 2

13. ALL EXCAVATIONS SHALL Bil THOROUGHLY SECURED ON A DAILY BASIS BY THE CONTRACTOR AT THE COMPLETION OF CONSTRUCTION OPERATIONS IN THE IMMEDIATE HORIZON NTAL S |&

® = q Mvp ’

CONTRACTOR AT THE COMF'LETION OF CONSTRUCTION OPERATIONS IN THE AREA, pean S.

IMMEDIATE AREA. | | . — I hoes J 8g

6. THE CONTRACTOR SHALL STABILIZE ANY AND ALL DITCHES, SWALES AND PONDS iN Se Sips = gtl>

IP IR _ Es a

14, FOR CIRCULAR SEWERS THi! INTERNAL DIAMETER IS SHOWN. FOR OTHER SEWERS PRIOR TO DIRECTING STORM WATER RUN-OFF TO THEM, MBOX va aoe WER]

THE MAXIMUM INTERNAL W'DTH BY MAXIMUM INTERNAL HEIGHT IS SHOWN, ou ME i N HICH ¥ £ Ea) oO

UTA ' S: MIN MINIMUM 36 8a)

15, THE FOLLOWING LAYOUT GRITERIA SHALL CONTROL UNLESS OTHERWISE NOTED ON UTILITY NOTES: MON MONUMENT ao

THE PLAN: 1. PRO MATIONS OF DR ARE NIC NOT | N CONTRA an

~ CE EVATINNG aia macroncc Sc ADDIICARIE I. OPOSED RIM ELEVATIONS OF DR AINAGE MANI oa oe CA ot BASINS ARE ee WO Su

SPOT ELEVATION: SHOWN AT BASE OF CURB WHERE API LICABLE. APPROXIMATE. FINAL Sy VATIONS ARE TO BE SET SH WITE FINISH GRADES. NO, Fd NUMBER ce << Ps

ALL DIMENSIONS ARE TO THE OUTSIDE FACE OF BUILDING. — LE of £9

NL DIMENSIONS ARE TO THE FACE OF CURB AT GUTTER LINE ADJUST ALL OTHER RIM ELEVATIONS OF Pon ES, WATE R sires. GAS GATES, AND Bl

Ff f ae : . ® Te ic ) C OF oh

ALL DIMENSIONS ARE TO THE CENTER OF PAVEMENT MARKINGS. OTHER UTILITIES TO FINISHED GRADE WITHIN LIMITS OF WORK, B79) 8

hb PAPA ANIA FEAR IE Y SECURED O} nay ee a ee Cok; ©

| : oo . _ oye une 2. ALL EXCAVATIONS SHALL BE THOROUGHLY SECURED ON A DAILY BASIS BY THE _ BERL A

16. ALL CURBING AND SIDEWALK RADI TO BE 5 UNLESS OTHERWISE NOTED. CONTRACTOR AT THE COMPLET! ON OF mon ISTRUCTION OPERAT! ONS IN. THE IMMEDIATE aaa ay er fos <) >

AREA, BE]

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GONSTRUCTION GENERAL PE 6) .

D) 7

i. THE OWNER IN CONJUNSTION WITH THE CONTRACTOR (OPERATES) NEEDS TO OBTAIN r) Z

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A CONSTRUCTION GENERAL PERMIT (CGP) FOR LARGE CONSTRUCTION ACTIVITIES (FIVE

OR MORE ACRES) OR SMALL CONSTRUCTION ACTIMTIES (GREATER THAN ONE ACRE

BUT LESS THAN FIVE “.CRES) FROM THE ENVIRONMENTAL PROTECTION AGENCY (EPA).

AS PART OF THE CGP, A STORM WATER NOTICE OF INTENT (NOI) WILL NEED TO BE

SUBMITTED TO THE EPA AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION.

THE NO! WILL NEED TO BE SUBMITTED TO STORM WATER NOTICE OF INTENT (4203M),

USEPA, 1200 PENNSYLVANIA, AVE. NW, WASHINGTON, DC 20460,



{ i



2. THE CGP OUTLINES A SET IF PROVISIONS MANDATING THE OWNER AND CONTRACTOR

TO COMPLY WITH THE REQUIREMENTS OF THE NATIONAL POLLUTION DISCHARGE

ELIMINATION SYSTEM (NPDES) STORM WATER REGULATIONS, INCLUDING BUT NOT

LIMITED TO, STORM WATER POLLUTION PREVENTION PLANS (SWPPP’S),

IMPLEMENTATION OR EROSION AND SEDIMENTATION CONTROLS, EQUIPMENT

MAINTENANCE GUIDELINES, ETC. PLEASE CONTACT USEPA OFFICE OF WASTEWATER



USVI



IMPROVEMENTS



MANAGEMENT AT 202-564-9545 OR AT WWW.EPA.GOV/NPDES/STORMWATER FOR aon aye MENT

ADDITIONAL INFORMATION. | _



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CRITICAL POINTS



OVERLAPS AND SEAMS [EERE occ

+ PROJECTED WATER LINE aye,



é CHANNEL BoTTOM/sSI ‘

SLOPE VERTICES



* HORIZONTAL STAPLE SPACING SHOULD BE ALTERED

IF NECESSARY TO ALLOW STAPLES TO SECURE THE

CRITICAL POINTS ALONG THE CHANNEL SURFACE.



8 IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE

OR STAKE LENGTHS GREATER THAN 6” (16 em) MAY

GE NECESSARY TO PROPERLY ANCHOR THE BLANKETS.



“7 \ ROLLED EROSION CONTROL MATTING



Cy, SCALE: NONE



SLOPE INSTALLATION



i. instell product in occondance with many

specifications



2, Prepare soil before installing bienkets, including any

nacessory opplicetion of lime, tertilizer, and seed. Note: when

uaing csll—o-aeed, do not seed prepared area, Cell-o—seed

must be lastalled with the paper side down.



3 Begin at the top of ihe chennel by anchoring the blankat

in B'deep x 6° wide tench with approuimately 12° of

blanket extended beyond the up-slope portion of the trench.

Ancher the blanket with @ row of stoples/stolss opproximolely

12” apart in the bottom of the trench. Backfill end compact

the wench offer stapling, Apply seed to compacted soll and

fold remaining 12° portion of blenkel over seed and

compacted soil. Secure blanket iver compacted sol with a

row of staples/atakes pproxine



the width of the blanket,



4. Roll center blanket in direction of water tlow in bottom of

cheanel, Glonkets will unroll with eppropriate side against the

soil surface, All blankets must be securely fastened to soil

suriace by placing stoples/stakes in appropriate locations as

ehown in the staple pattem guide. When using eptionel dot

eystem, stoples/siokes should be placed through each of the

colored dota corresponding to the appropriate staple pattem,



5. Place consecutive blankets and over and (shingle style)

with a 4°~§° overlep. Use a double row of staples staggered

4° opart and 4"(10°) on canter to secure blankets.



5. Full-length edge of blonkets at top of side slopes must he

anchored with a row of staples/stakes approximately 12°



apart in a G'deep x 6° wide trench. QSackfill and compact

the tench offer stapling.



7, Adjacem blenkets must be overlapped approximately 2°-5°

(depending on blonket type) end stapled to ensure proper

aeom olignment, ploce the edge of the overlapping blonket

(blanket being installed on top) even with the colored scom

aliich om the blonket being everlopped,



8. In high tlow channel applications, a ateple check slot is

recommended at 30° to 40° interels, Use a double row of



ateptes staggered 4” apart and 4° on center aver entire width

of channel,



The terminal end of the blankets must be anchored wilh a

row af staples/atokes approximately 12° port in @ 6’deep x

G*wide trench. Gockitl and compect the trench after stapling.



EEECEEPEES : METAL OR WOOD Billa

a shegueeee He POST OR STAKE “\<

3-0 5 PEERPEER ES ; oLD “LL FABRIC AN WTAE

SESE EE EPRECEE EEE sieacce: ——- TRENCH W/TAMPED

} “GROUND \ DIRECTION OF / NATURAL S

rf yf \ RUNOFF FLOW ¢-Pi|| _ 1 RAL SOIL

ane Lea ER ESE : =) = SS | \ — e = aa < = te

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| SILT FENCE I SUPPORT POST = AV cL.

ANCHORAGE —“ ‘= 6” MIN

MATERIAL, IF

REQUIRED

ELEVATION END VIEW



1. Prepare soll before installing blankets, including any necessary application of lime, fertilizer, ond eved, Note: when using call-e~seed do not seed prepared area, Call-o~eeed mwst



be installed with paper aide down,



2. Begin ot tho top of the slope by anchoring the blonket in a 6” deop x 6° wide tench with epprodmately 12°



Anchor the bienket with @ row of stopies/elakes

fold remaining 12° portion of blanket back over seed and companied

width of the blanket,



5. Roll the blankets (A.) Down or (B.) Horizentelly scroas the slope. Glonkets will unol with eppropriate



of blanket extended beyond the up-slepe portion of the trench.

approximately 12° apart in the botlom of the Wench, Gockiill ond compost the trench alter etepling. Apoly seed to compacted oil end



mpacted soil with a cow of stoplea/stokes apeced opprouimately 12° apart ecroes tha



side against the soil surface. All blonkets must be securely fostenesd to soll



surfoce by placing sloples/siokes in appropriate locations G2 shown in the slapie polter guide When using optional det system, ateples/stokes should ba plocad through each of the



sponding to the oppropriote staple pattern,



4. The edges of parallel blankets must be stapled with approximately 2°~S" overlap deps

hirer (blanket being Inatelled on inp) even with the colored aeom atitch on the pravioualy



5. Consecutive blankets spliced down the slope must be placed end over end (shingle style) with on approdmate :



ecroag entive blenkel width.



6. In loose soll conditions, the use of staple er stoke lengths greater than 6” may be necessary to propery



7. Inatall product in accordance with menufecturer's specifications.



(3 \ SLOPE PROTECTION EROSION CONTROL MATTING



(ca / SCALE: NONE



3/4" CRUSHED STONE

12” MIN. DEPTH



RUNOFF WATER ,

WITH seowent”\ coasact RoR ert aera |



f(s \ CATCH BASIN EROSION PROTECTION



FILTERED

WATER



NOTE:



“WIRE MESH



peter



(2, SILT FENCE DETAIL



(oo J SCALE: NONE



IN TRAFFIC LOCATIONS, GEOTEXTILE



FABRIC SHALL BE PLACED BENEATH

CATCH BASIN GRATES, PLACE 3/4”

CRUSHED STONE OVER GRATE FLUSH



WITH ROADWAY.



\eo/ scale: NONE



~__ SONSTRUCTION



_-—— ih” EXPANSION

JOINT MATERIAL



~~ CONSTRUCTION

JOINT



fi ON <n

oo ~SSIDEWALK

we,



es



L_



/



J

5° VERTICAL



GUTTER &



SIDEWALK

. VARIABLE WIDTH TO R.O.W.

ae



77 MAX. SLOPE

fo 2 1/4" PER FOOT

ore ae ree .



\



\—1/2” EXPANSION



TO FIT DRIVEWAY JOINT MATERIAL



\ ~~ WARP WING SECTION

.- CONCRETE. CURB



SECTION A-A



(4 DRIVEWAY SECTION FOR 6” VERTICAL CURB & GUTTER



(08 / SCALE: NONE



CURB TAPER

(6’ MIN, DES.)



CURB TAPER |

(6° MIN. DES.)



CURB CUT VARIES |



GE ie ROADWAY. 2” REVEAL — — CONCRETE

: \ \ CURB

: EM PLEERE ELE EL, CaS A



ie Ld SL ILLS fee tabedbe Me aa aN ts x WA ae “~

F < __SLOPE , ts] / EDGE OF | O|2 S>

se] 12:1 MAX, ols / RAMP | ig|=2 by

ery “Ali / a

| VARIES \ /

/

[XO y



tll 3 | ey xy



as



\y



WIDTH VARIES |

PLAN VIEW WITH SIDEWALi, RAMP

|. CURB TAPER VARIES CURB TAPER,

(6’ MIN. DES.) CURB CUT (6’ MIN. DES.)

co 7" ReveaL | 2° REVEAL

LOO EDT OVTVTTTFTITLEILD | II IDII IAI O CES hh hhh)

{ lol LL LLL pf t | ° SPITTITTST LLL: AE A A a a

L 2" LIP

PROFILE | CONCRETE CURB

SHOULDER -

EOGE DRIVE

END VIEW



(6 \ TYPICAL URBAN CURBED DRIVE IN CUT/FILL_SECTION



\ee/ SCALE: NONE



GENERAL NOTES



L WORK ASSOCIATED WITH TEMPORARY EROSION CONTROL L BE INCLUDED IN THE CONTRACTORS LUMP



SUM BID PRICE.



ALL EROS Ne CONTROL Wachee SH or TON. Haat TO THE GUIDELINES AND REQUIREMENTS PROVIDED IN THE

D> ENVIRON PROTECT K, 2002, THE HANDBOOK MAY BE DOWNLOADED ONLINE



OR PURCHASED FROM THE UNI VERSITY OF THE VIRGIN ISLANDS, COOPERATIVE EXTENSION SERVICE,



BEFORE ANY EARTH MOVING ACTIVITIES, AND THEREAFTER, EROSION CONTROL MEASURES ARE TO BE

IMPLEMENTED AS NOTED. THE SMALLEST PRACTICAL AREA OF LAND (5 ACRES MAXIMUM) SHOULD BE EXPOSED

AT ANY ONE TIME DURING DEVELOPMENT. WHEN LAND IS EXPOSED DURING DEVELOPMENT, THE EXPOSURE

SHOULO BE KEPT TO A MAXIMUM OF 72 HOURS BEFORE APPLYING TEMPORARY OR PERMANENT EROSION

CONTROL MEASURES. CONFINE PERIOD OF DISTURBED AND UNSTABILIZED SOILS TO A MAXIMUM OF FORTY-FIVE

DAYS. ALL DITCHES AND SWALES ARE REQUIRED TO BE STABILIZED PRIOR TO DIRECT RECEIPT OF ANY FLOW.



INSTALL SILT FENCE WHERE SHOWN PRIOR TO CONSTRUCTION START, INSTALL EROSION PROTECTION AROUND

ALL EXISTING DRAINAGE STRUCTURES ADJACENT TO PROJECT. DO NOT REMOVE SILT BARRIERS UNTIL

DISTURBED AREAS ARE FULLY COVERED WITH TURF OR OTHER APPLICABLE SURFACE MATERIAL. ALL PONDS

ARE TO BE CONSTRUCTED AND STABILIZED PRIOR TO ANY OTHER DRAINAGE SYSTEM WORK, INCLUDING DITCH



AND SWALE EXCAVATION.



EROSION AND SEDIMENT CONTROL PRACTICES INCLUDE THE USE OF THE FOLLOWING: STRAW BALE BARRIERS,

SILT FENCE BARRIERS, PERMANENT DETENTION/SEDIMENTATION BASIN, GRASS AND/OR ROCK LINED SWALES,

DIVERSIONS WITH LEVEL SPREADERS.



THE CONTRACTOR IS RESPONSIBLE TO COMPLY WITH THE REQUIREMENTS RELATIVE TO THE NATIONAL

POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PROGRAM AS ADMINISTERED BY THE ENVIRONMENTAL

PROTECTION AGENCY. THIS PROJECT MAY BE SUBJECT TO NOTICE OF INTENT, NOTICE OF TERMINATION, AND

OTHER PROJECT RECORDS BY THE CONTRACTOR AS REQUIRED.



SEE PLANS FOR ADDITIONAL EROSION CONTROL MEASURES WHICH MAY BE REQUIRED.



STRUCTURAL MEASURES



SILT SCREEN FENCES: SILT SCREEN FENCES ARE TO BE INSTALLED IN THE AREAS SHOWN ON THE PLAN.

THEY ARE INTENDED PRIMARILY TO INTERCEPT AND FILTER SMALL VOLUMES OF “SHEET FLOWING” RUNOFF, OR

AS SEDIMENT TRAPS IN SMALL SWALES. STRAW SILT SCREEN FENCES WILL FUNCTION 6 MONTHS OR LONGER

IF KEPT FREE OF SEDIMENT ACCUMULATIONS (SEE DETAILS FOR ADDITIONAL INFORMATION).



SWALES: TEMPORARY AND/OR PERMANENT SWALES ARE TO BE INSTALLED AS SHOWN ON THE PLAN, SWALES

ARE USED TO CONVERT SHEET FLOW TO CHANNEL FLOW AND CONVEY THE RUNOFF TQ A PERMANENT

CHANNEL, STORM DRAIN, OR DETENTION/SEDIMENT STRUCTURE. SWALES ARE INTENDED TO INTERCEPT

RUNOFF AND DIVERT IT FROM AN EXPOSED OF NEWLY SEEDED SCOPE TOWARD AN ACCEPTABLE OUTLET OR

TO REDUCE THE VELOCITY OF RUNOFF FLOWING DOWN FROM A DRAINAGE AREA. TEMPORARY GRADE

STABILIZATION STRUCTURES ARE TO BE INSTALLED DURING CONSTRUCTION WITHIN SWALES TO REDUCE THE

VELOCITY OF CONCENTRATED STORMWATER FLOWS. THESE STRUCTURES MAY BE CONSTRUCTED OF ROCK,

TIMBER OR STRAW OR HAY BALES. STONE STRUCTURES, WHEN USED, SHALL CONSIST OF 2—- TO 3-INCH

STONE.



A STABILIZED CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED OF 2-3 INCH STONE ACROSS THE FULL



WIDTH OF THE VEHICLE INGRESS EGRESS AREA. THE STONE PAD SHOULD BE AT LEAST 50 FEET LONG, 24

FEET WIDE AND AT LEAST 6 INCHES THICK, ADDITIONAL STONE MAY HAVE TO BE ADDED PERIODICALLY TO

MAINTAIN THE PROPER FUNCTIONING OF THE PAD.



MAINTENANCE



DURING THE PERIOD OF CONSTRUCTION ANO/OR UNTIL LONG TERM VEGETATION IS ESTABLISHED: (REFER TO

FP-03 SUBSECTION 626.13).



ADDITIONAL STONE MAY HAVE TO BE ADDED TO THE CONSTRUCTION ENTRANCE, ROCK LINED SWALES, ETC.,

PERIODICALLY TO MAINTAIN THE PROPER FUNCTIONING OF THE EROSION CONTROL STRUCTURE.



ALL DIVERSION CHANNELS AND SWALES WILL BE CHECKED WEEKLY AND REPAIRED WHEN NECESSARY UNTIL

ADEQUATE VEGETATION IS ESTABLISHED,



ALL SILT SCREEN FENCES WILL BE CHECKED WEEKLY. NECESSARY REPAIRS WILL BE MADE TO CORRECT

UNDERMINING OR DETERIORATION OF THE BARRIER.



6" CONCRETE W/



6x6—-W2.1xW2.1 WWE

m6" GRAVEL



r——~ COMPACTED

SUBGRADE



(7\ CONCRETE DRIVEWAY SECTION



Koo)



SCALE: NONE



DATE



GY



OR. | CHKD. | APPD.

BY BY



DESCRIPTION



REY.



PROJECT NO.



665601



FILE NAME:

Details



CHKD. BY

DJG



BY

MSB



DR.



PAC



Hoyle, Tanner & Associates, Inc.

Nisky Center, East Wing ~ Suite 740 « St. Thomas, USVI 00802



Phone (340) 777-4650 » Fax (340) 774-1866

DATE: 1/26/09



SCALE: AS SHOWN



IMPROVEMENTS



ISLANDS DPW



RGIN

ST. THOMAS, USVI



ROUTE 33 ROADWAY



AND PEDESTRIAN



CONSTRUCTION

DETAILS



SHEET 2 OF 17



P\Projects\\665601 Route ‘33 Sidewalk Dug\ Current\ Detatls, dug

0 et re _—— BOX COVER HYDRANT PUMPER CONNECTION

(2) #4 ADD'L Stolnigss _ Staliiess —_— 1-6" 50. x 6 PA AD ee / — 20) ‘sc wo KED HYDRANT TO CONFORM To-- SHALL FACE STREET

REINFORCING EACH SIDE, A Inside Face 7 meee 21x21 WWE, “WATER WATER DEPARTMENT 7 VALVE BOX & UD

ALTERNATE WITH MAIN Inside Face _ “NO of Manhole . STANDARD SPECIFICATIONS y

REINFORCING of Manhole ~~~ _ NN /

“te ' ROO NO eee / AWWA GATE VALVE (C-500-7

err $a Pe 7 6” COMPACTED GRAVEL =f a ve fo MMS EWS

| peace AE = FINISH GRADE ™ “| / MECHANICAL JOINT W/

Anodized Aluminum — io p I = - 4 /- FLANGED BRANCH OR

r intemal Clamp | ipo \ VALVE BOX as | — ANCHOR

~ (3) #5 ADD'L SAAAAAAAAASANAST . VALVE a COVER CRUSHED —— Nees LL fe

REINFORCING WITH MAIN | DESIGNED FOR STONE w/ BUILDING ~ iP -EDG =

REINFORCING _ USE WITH PAPER TO PREVENT To b= Mad. INLET 918

{ . ; RESPECTIVE NOTE SILT INFILTRATION CONNECTION | “-g——UNDISTURBED MATERIAL

——~ Rubber=Like . “ nn gi? DIRE z :

| Kor-N-Sedl VALVE : DEPTH TO VALVE NUT NOT TO BE p © OIL PIPE 2 | fu

—cLas ook ANE MORE THAN 3° OTHERWISE CONTRACTOR : Pane

a. SPLICE © LOCK—JOINT FLEXIBLE MANHOLE SLEEVE KOR-N-SEAL JOINT SLEEVE SHALL PROVIDE A STEM RISER. PROVIDE 2'x2'x1’——~* | (any ONCRETE THRUST

~ (Or Equal) (Or Equal) . : ye 7a co , CONCR:

——- —— UNDISTURBED 6" ABOVE WASTE " 4 i \ Aeeh 7 RE lace

) SLEEVE DET Y t 13 “ CONCRETE TRUST ae —6" GATE VALVE

(2 TYPICAL MANHOLE SLEEVE DETAILS | — | BLOCK. 2000 PSI 4 ae NOTE:

</ SCALE: NONE AN 6° MIN \ OREA TO BE Maar Ly Mil POLYETHYLENE \ PLUG DRAIN PORT WHERE

\ WATER IS ENCOUNTERED.

“ToS c —_ —FLAT STONE OR CONCRETE \— VALVE ANCHOR - SCF OF

DROP INLET SLAB VIEW CONCRETE SUPPORT _- 7 \ SLAB 2000 PSI CONCRETE. USE #4

° i) BARS AROUND VALVE,

(ny | GN ———— RESILIENT SEATED GATE VALVE, SIZES

— 4°12", NRS, OPEN LEFT PUSH ON | yp) ,

6 | 5 w/b LOCK RESTRAINING GASKETS, (ao TYPICAL HYDRANT SETTING

54" 8 2 (BY U.S, PIPE OR APPROVED EQUAL.) \eio/ SCALE: NONE

= ~* » 10 | 9

12 | 9

5° 4”

LM > 8” ano" & (9.\ WATER VALVE DETAIL

a — ieee a —

< \cio/ SCALE: NONE Zz © |#

_ MORTAR OR RUBBER BOOT PROVIDING - © Ee

#4 | / WATERTIGHT SEAL 5S © [2%

tab v

| | =z wi 4 ¢ © z .

& ® ce]

oy & QO.

| WATERWAY. OPENING 2

#4 2.75 SQ. FT, NEW METER

GRATE TO BE Cl. 2.5" VALVE - . BOX oe | | >

' GALVANIZED STEEL RISER BOX (18” SQ. hq Vee Mile x veer? CONG “a /\ AVES SATE 3

| | | x 4" THICK pope £10 : =

. ¢ OMIT FLANGE ON ONE STRAIGHT BARS - 21%" x jg," CONCRETE PAD f=) bo} NY SA BRASS CHECK 6

© io ® , SIDE WHEN USED WITH i ee AROUND COLLAR.) [ey] 2: “ =

a ., ~ e| CURBING INLET. \ BRACING BARS — 1%" x “/6" fee 4 f A =

Fe + i) Ben i he Fes)

9'-0" io > \ [ “/g" RIVETS CURB STOP . ff NN 3/4" x 4” BRASS sy

as =< \ / [ << ENE Na 2” GRAVEL BASE \jppie - 8 |e

: L NOTES : —CHECK VALVE INCLUDED IN METER gb

MAINTAIN 24" (MIN, BOX—MATCH CONNECTIONS TO SUIT 28]

th COVER IN ROADS ADJACENT APPURTENANCES — 24 |

y AND DRIVEWAYS AND METER OES

i a<|—a4 Vv / “wo “9 FLOW 12" (MIN) | 3 Fol 4

i 0 > | ae ELSEWHERE CURB STOP (BALL VALVE) 3 a@ale

| v 5 ca INCLUDED IN METER BOX a

. — 5 ee. <span is]

#4 — (2) 46 (2) 46 Drain . #4 Vert. (Typ.) “12 \ WATER METER DETAIL veree Sow GOING INTO £ =e

oe “ \eie/ SCALE: NONE SECTION eal.

SECTION 4—4 _. | : 5 asl

SECTION 5-5 Ele.

em c

x <a

CURB FACE =e] |

JS = igi :

Sf ws gif af & ££

21/5 BO men

/ FRAME & GRATE FOR H-20 fs fe As a .

LS LOADING AND CONFORMING 10 CAST IRON FRAME—_ 21 , B | 2

USVI STANDARD SPECIFICATIONS se se 3" z | 2

a ~

C — CASTING TO BE SET ON & NN . — 5

ip oe COVERED w/ FULL BED OF CEMENT a) my —~| 3° -—~ MAXIMUM PROJECTION o

LAYOUT W.P. CATCH BASIN; T J _ _ -

PIPE, FRAME AND GRATE a MORTAR a iD, 9 f: ia 7 OF PIPE INTO MANHOLE MAXIMUM DISTANCE u

ADJ, TO GRADE w/ COURSES OF Soy Ce Si SE NOTE 9) .

BRICK & MORTAR (2 COURSES MIN eae ee Sf 5 (SEE NOTE 9)

Sidewalk — 4 COURSES MAX.) UNIT PAY, : *, 15 :

| | SEE NOTE LIMIT 24" 3 “ t

y \ —

A ADDITIONAL REINFORCING EACH —

° 2 BARS TO MATCH SIDE, EF, EQUAL TO 1/2 ~, Zz.

MAIN REINFORCING AREA OF WALL, REINFORCING (i\, FRAME & GRATE Lad

EACH FACE, EACH WAY — CUT BY OPENING (2 BARS ry _ \ see SHEET 2 FOR = Ss

NVA MIN.) “ SCALE: NONE eS — vB By JOINTING DETAIL, as a Lal

_ | > =O

SECTION A-—A n Q a

iIz2 |;os

g | < < oe

“ DIRECTION OF _ —| 12 — | = 2

) CONSTRUCTION i

NY 3] TOP OF SHELF SHALL SIDE [~- + ND S

SK DRAIN él BE 1" ABOVE CROWN OF ~ - —= M3

UN PENETRATION ri GLASS C SPLICE HIGHEST PIPE. J > : y |Z fe

es ee ao = a ob 8

4@12” 0.C | “TL | co 7 r

NP.) aon ) 5 NCTE S => ll

(TYP, | Jo™ INVERT AND SHELF TO BE OO

CLASS B / \ é é ae PLACED AFTER LEAKAGE Lil

SPLICE | Lo - Sey > A vow. ; TEST, x

\ <= «IST POUR ~— __2ND POUR —S_wWs CARE SHALL BE TAKEN NUTT

@ TO INSURE THAT THE BRICK Q

A, . y ADDITIONAL WALL REINFORCING BIVERT FS A SHODTH =

r ' FOR 12” THRU 18” OPENINGS SEWER INVERT. 2 ye ee See <

i | fo : LAID ON EDGE.

—— eff ——— — see gre _~

in oe (43\ TYPICAL CONSTRUCTION JOINT SECTION BB ee DETALS

8° Keio Scare. NONE (a4 BRICK INVERT (PLAN & SECTION)

: - - C10

(7.\ CATCH BASIN TYPE  4’-0" X 4’—0” \c10/ SCALE: NONE

~\cto/ scale: NONE

_ SHEET 10 OF 17



P:\Projects|\ 63601 "Route 33 ‘SldewollA Dug Currant’ Detalla

1. ALL MATERI ALS, WORKMANSHIP AND DETAILS SHALL CONFORM TO THE REQUIREMENTS OF THE een

— ROUND CONCRETE TO EDITION OF “STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY ~TYPICAL REFLECTOR



/ PREVENT PONDING WATER PROJECTS”, FP~92, THE CONTRACTOR SHALL BECOME FAMILIAR WITH ALL SURVEY,

, 2 ILITY, MECHANICAL AND ELECTRICAL DRAWINGS TO VERIFY THE LOCATION AND DIMENSIONS OF CHASES,

INSERTS, OPENINGS, SLEEVES, PIPES, CONDUITS AND OTHER PROJECT REQUIREMENTS NOT SHOWN ON THE

STRUCTURAL DRAWINGS. OPENINGS SHOWN ON THE STRUCTURAL ORAWINGS SHALL NOT BE

WEARING COURSE : 3, REVISED WITHOUT WRITTEN APPROVAL FROM THE ENGINEER, CONTRACTOR SHALL FIELO VERIFY ALL ;

—|— 6" LD. SCHED, 40 STEEL DIMENSIONS, ELEVATIONS AND CONDITIONS AND NOTIFY THE SITE ENGINEER OF ANY DISCREPANCIES. 7 2 18/16"

“| PIPE FILLED W/ CONCRETE ~ = — . ; . je

BASE COURSE \ 4, THE TYPICAL DETAILS SHOWN ON THE DRAWINGS SHALL BE APPLICABLE TO ALL PARTS OF THE CONTRACT ~ va a DELINEATOR BOSE A

» ‘\ DRAWINGS UNLESS SPECIFICALLY NOTED OTHERWISE. .

| © © © ©

® © © ©» a &

cilia “OK: bes ® © © © © z 8

ae eae neeees| eh 3 1 15/32" RAISED 5

‘ FI Se 1, CONCRETE SHALL BE CLASS A, 3000 PSI 26—DAY COMPRESSIVE STRENGTH, CONSTRUCTION JOINTS SHOWN 7 : CONCRETE ISLAND” 2' Ls

e KY ON THE CONTRACT DRAWINGS SHALL NOT BE ALTERED WTHOUT WRITTEN APPROVAL OF THE ENGINEER, FOR

rey AREAS NOT SHOWN, PROVIDE CONSTRUCTION JOINTS EVERY 9.14 METERS, (REFER TO FP-—03 SECTION 601—1). “

CRUSHED GRAVEL BASE - Wc 2, DRAWINGS SHOWING THE LOCATION OF CONSTRUCTION JOINTS, CONTROL JOINTS AND PLACING SEQUENCE NOTES ; _ an ~ |8 &

; FACE OF 18"6 OF SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO THE PREPARATION OF REINFORCING SHOP 1. SLOPE OF RAMP VARIES WITH SIDEWALK WIDTH AND So 3 :

FACE OF 18°9 OF DRAWINGS. HEIGHT, WITH A MAXIMUM SLOPE OF 12:1, a — — a

GRAVEL SUBBASE —- TUBE FORM REINFORCEMENT 2, INSTALL AN ADA, Cast “IRON DETECTABLE WARNING a

7 - TRUNCATED DOME FINISFETO-TRANSVERSE THE SLOPE OF

A : 1, REINFORCEMENT FABRIGATOR SHALL PROVIDE AND SCHEDULE ON SHOP DRAWINGS ALL REQUIRED THE RAMP AND WARPED SIDEWALK. THIS SHALL BE USED

UNDISTURBED SOIL - REINFORCING STEEL AND THE NECESSARY ACCESSORIES TO HOLD REINFORCEMENT SECURELY IN PLACE AT ON ALL RAMPS,

THE CORRE: SATIONS. .

THE GORREGY LOCATIONS 3, MAINTAIN THE NORMAL GUTTER PROFILE THROUGHOU Sh

| 2, WHERE REINFORCEMENT IS REQUIRED IN SECTIONS, REINFORCEMENT (S CONSIDERED TYPICAL WHEREVER THE RAMP AREA, NOTE

(a5 \ STEEL PIPE BOLLARD SECTION APPLIES. Sy | . Sue pap _ . ALL SIGNAGE SHALL BE IN CONFORMANCE WITH >

——}— 4, INTERCEPT DRAINAGE ALONG THE CURB IN ADVANCE ‘ie CURRENT EDIMON OF THE MUTCD, Gi

——/ SCALE: NONE C5005 3. CONTRACTOR SHALL NOTIFY ENGINEER OF COMPLETION OF REINFORCEMENT INSTALLATION AT LEAST 24 OF THE RAMP. i

HOURS BEFORE SCHEDULED CONCRETE PLACEMENT FOR INSPECTION OF REINFORCEMENT. 6, FORM 1” (41/8" TOLERANCE) CURB LIP IN SIDEWALK (ae DELINEATOR POST s = |,

4, ALL LAP SPLICES ARE CLASS B UNLESS OTHERWISE NOTED, PAVING MATERIAL, Kon y, SCALE: NONE ~ @& |B 2

: © zs

ae ee

e $i

Qu. © a

bs

oO

9 ~

= Q

5° SIDEWALK

Spe

CONCRETE CURB pen 4° CONCRETE PAVEMENT x | 2

cl 2.0% MAX. — | _ |

AND GUTTER 6 MA L W/ GxGxW1.4xW1.4 WWF. AT gs ig]

oo CENTER OF SLAB ~ |

. . woerrercerce, 6 AT DRIVEWAYS ,96F

(Pens onecmestin seme Sy a . a z oy es < %, oe AN ff on™ S bet

? P y f= g7[>

. , on oo P ex ° o

: |) S—COMPACTED ee senee TN a ™™ cr a

_ : SUBGRADE oF PAVEMENT ™~ : > GaSe

(17\ TYPICAL CONCRETE SIDEWALK SECTION “| \ a _CURB/EDGE 9 ¢ x

. Y OF PAVEMENT Bee

\StL/ SCALE: NONE \ / _ CR.

as / _ o3 £2

y y oe 36 (o>)

NOTES: oe - \ L- B34) 3

1. CONCRETE TO BE CLASS 1, 3000 PSI. / E'sl S

2, 4" THICK MINIMUM, 6° THICK AT DRIVEWAYS f~ WHITE PAINTED LINE / Gen} N

EXTENDED 2’ BEYOND DRIVE AT BOTH SIDES. , seu \ / Fee] S

| ~\ / CENTERLINE — G8°)

® \ \ el as

®

Oo

R Pn

=| C)

L

Y

7 ”)

é

<

eee WHITE PAINTED uit

\ TRIANGLES 7 / 2

\ = / D

, y . 7

ey oy &

. 2 NOT fo : 2 vy

RIGHT-OF-WAY VARIES 2 PICTORIAL VIEWS HANDICAP_SIDEWALK RAMP 4 vv 4 m

ELT, SCALE: NONE — NN — <

5’ 12° MIN, TRAVEL LANE = a ee = —

SEWAN NOTE; CENTER STRIPES TO AVOID WHEEL TRACKS, — a= Lal

CONCRETE eee (Go) PAINTED YIELD LINE DETAIL 2H | 2%

SIDEWALK (ie PAINTED CROSSWALK DETAIL Cert) SCALE: NONE n~ |ae

7 ra Qs. o

6” COMPACTED Kou) SCALE: NONE ou S =

GRAVEL SUBBASE  \ «a < ce

ret engem EXISTING PAVEMENT FLUSH WITH 12

— Nee |e ee CONCRETE WALK —. Yo m=

’ ~™ <—{

7 tis zr Oe

APPROX. EXIST. 5,0" ta one _

GROUND (TYP.) EXISTING BITUMINOUS pg oe alee Lid a

PAVEMENT ge en =

ie |> > tl

“IN AREAS WHERE CURBING IS TO BE INSTALL OUTSIDE 6" CONCRETE WALK (STAMPED PATTERN FINISH) WITH 6X6 is : oe

PAVING LIMITS, SAW CUT EXISTING PAVEMENT TO MAKE ~ W2.9XW2.90 WF, ! a Wl

CLEAN EDGE. INSTALL BITUMINOUS PAVEMENT BETWEEN OL

CUT AND PROPOSED CURBING, MATCH SLOPE AND

THICKNESS OF EXISTING PAVEMENT, : Q

4 * 4

\-IN AREAS WHERE CURBING IS TO BE INSTALLED WITHIN 2 — “a S

PAVING LIMTS, SAW CUT AND REMOVE PAVEMENT FOR -_ | -

INSTALLAION OF CURBING, REPLACE MATERIALS TO Poo Oy oe Os,

WCUTIING: REMOVE EXISTING PAVEMENT BY SAW CUTTING, SAW CUT FACES SHALL BE STRAIGHT AND oo . Oe ON

VERT CAL, AND PERPENDICULAR OR PARALLEL TO TRAFFIC FLOW. REMOVE UNDERLAYING AGGREGATE BASE

SUBBASE, AND SUBGRADE AS NECESSARY FOR THE NEW STRUCTURAL SECTION, MAINTAINING THE VERTICAL

FACES DEFINED BY THE CUT PAVEMENT FACES. BEFORE INSTALLING THE NEW STRUCTURAL SECTION TACK \ COMPACTED SUBGRADE

COAT ALL VERTICAL CUT FACES. INSTALL NEW STRUCTURAL SECTION COMPONENTS AS SPECIFIED.

(21, PAVEMENT SAWCUTTING (22 TYPICAL SIDEWALK SECTION FLUSH W/ PAVEMENT

ci , Kew) scale: NTS i

AS Nee | SHEET V1 oF _17



P:\ Projects\ 63601 Route 33 Sidewall\ Durg\ Current’ Datalla, ug

’ i

; , a bone Pare - Sawe edoint Seq

: ware cure And /~ f- 20'R Or As Shown On Plans 54 Wax. / 4a ee _ {> Pepth OF Saweur —

urter Construction > ; S OMI yee ZEA ah ee f- 5" Max. ve one Pavernant

fi -i0" [~ A _ J Oo ye — — of Min. Vomatkensmmmamanentae

- 4 | ———— 4 TYDE LC woefine| aage—m 1/2" Exp. Jolt :

i i TYPE | And Preformed . i

—| I 4 V Filler | i

t Lo A [. = C | Saweuls should be avoided within valley gutter and within curb and guifer endings i oo

<n etley cuter |_ curd And cutter _ CONTRACTION JOINT IN CURB AND GUTTER 2 ; :

PLAN =

1-6" a _ g TYPE_D oe & |

_— fo & End OF Curb -

‘ e, 8 e& 06 1 = ys

nN} | Xe s hy ——7 I" Sta, | |>_

_ 6 Min.* any ene en I

—_ ; Edge Of Pavt. a Edge Of Pavt,-—"~ 5

SECTION AA 7 PLAN g PLAN B

fi-g” [f= {O" ['-28 . 3! 3! / &

ve wf Trans. cia) Ory ee. ola fl oy iM

_ Top Of Curb ~. |e—=—»foL fans, | Top Of Curb ~ ro | SIGN POLE, a

& SSSR tcc SS | \ =p

° « = £ 7a eC, Gutter Guiter —“~ \ 7

~ a Y sy 74 oi PROFILE PROFILE \ in

6" Min.* ; \ to

FLARED END STRAIGHT END \

5-0" CURB AND GUTTER TYPES E & F g

SECTION BB ; ;

CURB AND GUTTER ENDINGS BREAKAWAY SIGN— S = |.

3 RE AK AWE SHIN \ - 7?) Lal

6", {'-10" ('-2" SUPPORT \ r © |2 2

| | \ re nN Zz 2

A\ BY >> BITUMINOUS PAVEMENT, \ 3 0 [4°

>| -j2< x e y \ 4 e OTe

x 1 ; = . women, s ‘ ai ie)

4 [ oO VY 6" M 6", . = —

ts : ’ 2

: =|. | — 72 Std. / ©

SE Cc TION CC vs) i gf Min. ze J vt ;

— CONCRETE ~ _

\ av a | _

VALLEY GUTTER ao > = on

Prog” ] (9)

* When used on high side of roadways, the cross Slope of the 9 a =

gutter shall match the cross slope of the adjacent pavement. TYPE F 8S |a

The thickness of the lip shall be 6", unless otherwise shown NOTE: =

on plans. 1. ALL SIGNAGE SHALL BE IN CONFORMANCE WITH 5

The ™. f _ a v a

fl Rotate entire section so that gutter cross slope matches Slope of THE CURRENT EDITION OF THE MUTCD, 2 io iS

adjacent circulating roadw vement. . . . vy hae hanes -

Hacent circulating roadway pavem 2, SIGN(S) SHALL BE LOCATED SO THEY CANNOT BE ao

OBSCURED BY A VEHICLE STOPPED IN TRAFFIC. a Ff



Note: For use adjacent fo concrete or Flexible pavement. For details depicting usage adjacent fo flexible povement, see diagram right.

Expansion Joint, preformed Joint filler ond Joint seal are required between curb & gutter and concrete pavement only, see diagram right. 3, ALL SIGNS MUST HAVE BREAKAWAY SIGs

SUPPORTS WHICH SHALL BE INSTALLED PER

MANUFACTURERS SPECIFICATIONS,



7~4650 « Fax (340) 774-1666



Tanner & Associates, |nc.



Nisky Center, East Wing — Suite 740 « St. Tho



QO)



— — — Oo



(22 CONCRETE CURB AND GUTTER DETAILS SIGN MOUNTING DETAIL tt S

\ciz/ SCALE: NONE SCALE: NONE a &

g 85}



i



SCALE: AS SHOWN



ISLAN



N



RG

ST. THOMAS, USVI



ROUTE 33 ROADWAY



AND PEDESTRIAN IMPROVEMENTS



CONSTRUCTION

DETAILS



SHEET 12 oF 7



P\Projects\O63601 Rowe 33 Sidewalk Dun Scant’ Metatin chun

[re ene ee ne



2’x6’ PAINTED—

CROSSWALK LINES \



CONSTRUCT SIGNAL

FOUNDATION, POLE &



REMOVE SIGNAL



/



N



CONSTRUCT

PULL BOX



63.36.20



E 5378.63



CONSTRUCT PEDESTRIAN

/ sicnai POLE

N 6339.61



EF 5375.49



career



DK



POLE & MAST ARMS N MAST ARMS

REMOVE & STOCKPILE \ N 6349.11 /\

SIGNAL HEADS \ F 5280.18 4

~N Lf “

CONSTRUCT - van / J

PULL BOX \ aA <4

N 6341.99 \ 4

E 5219.92 \

PB

o\ —

06 ——— —

RIGHT TURN

oS YIELD

Ke) => 2 ON GREEN

i

ms © REMOVE SIGNAL 4 R1IO—4

01 . © 4 POLE & MAST ARMS

\/ 11 REMOVE & STOCKPILE

|| — = em SIGNAL HEADS

D) CONSTRUCT ~

PULL BOX ~ 7

<tes STA. 16447.4,

116.1’ LT.

a

Se --eo

{

Lf

~O-



a

—



EXISTING

PEDESTRIAN SIGNAL



an



a — 4



CONSTRUCT SIGNAL POLE IN

WITH PEDESTRIAN HEADS

STA. 16+48.6,

33.5° LT.



GRAPHIC SCALE



20 0 id 20 40



( IN FEET )

linch = 20 ft.



\ PAIS CONSTRUCT SIGNAL

KS  SMAST ARMS

STA/ 16438, 41.6 RT.



/



. ae

| CONSTRUCT

Koss METER PEDESTAL Se

KX STA. 164414, 9 / ~&



\/ FOUNDATION, POLE &



STA. 16+46.4,/ /|



~~ CONSTRUCT



PULL BOX |

STA. 16+46.6, LS

. 83.7" RT. CL,

\ /

\ Yo

\ constRUCT 7“ _//%

PEDESTRIAN

SIGNAL POLE ~ 4



77.5) RT,



MAGNETIC.



ae —



/



CONSTRUCTION



NOTES:



1.



3.



4,



an



THE CONTRACTOR SHALL COORDINATE ALL WORK WITH THE PUBLIC WORKS DEPARTMENT AND POLICE

DEPARTMENT PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL SUBMIT IN WRITING A PROJECT

SCHEDULE.



ALL CONDUIT BENEATH PAVEMENT SHALL BE SCHEDULE 80.



ALL MAST ARM FOUNDATIONS SHALL BE CONSTRUCTED IN EXCAVATED HOLES. ANY UNSUITABLE

MATERIAL ENCOUNTERED SHALL BE REMOVED AS DIRECTED BY ENGINEER.



THE CONTRACTOR SHALL BE RESPONSIBLE FOR SIGNAL MAINTENANCE DURING THE CONTRACT. THE

CONTRACTOR SHALL FURNISH TEMPORARY SIGNAL EQUIPMENT THAT MAY BE NEEDED. THE CONTRACTOR

SHALL FURNISH THE CONTRACT ADMINISTRATOR AND THE LOCAL POLICE DEPARTMENT WITH NAMES AND

PHONE NUMBERS OF PERSONS TO BE CONTACTED IN CASE OF A MALFUNCTION.



8 PHASE PROGRAMMABLE TRAFFIC-ACTUATED SIGNAL CONTROLLER OF CURRENT NEMA SPECIFICATIONS

WITH INTERNAL TIME BASE COORDINATION, AND INTERNAL FIRE PRE-EMPTION. OVERLAPS SHALL BE



INTERNALLY GENERATED AS PER NEMA STANDARD TS—1 USING WIRE JUMPERS ON A PRINTED CIRCUIT

BOARD, CONTROLLER SHALL BE FURNISHED WITH A P TYPE CABINET AND 12” EXTENSION BASE.



ONE-WAY, THREE SECTION, 12 INCH SIGNAL HEADS, MOUNTED WITH PELCO ASTRO-BRACS, WITH 5”

LOUVERED BACKPLATES.



ALL SIGNAL HEADS SHALL HAVE LED LAMPS.



QUADRUPOLE ROADWAY LOOP DETECTORS 6’ BY 50’, 2-4-2 TURNS AS PER PLANS.

METER PEDESTAL WITH 30 AMP DISCONNECT SWITCH.



GALVANIZED STEEL MAST ARM POLES WITH MAST ARMS PER PLANS.



12” LED PEDESTRIAN SIGNALS AND PEDESTRIAN PUSH BUTTON AND SIGN ASSEMBLIES.



BRING EACH LOOP BACK TO THE CONTROLLER CABINET ON A SEPARATE LEAD-IN AND WIRE EACH LOOP

ONTO ITS OWN AMPLIFIER.



ALL EXISTING TRAFFIC SIGNAL EQUIPMENT THAT IS NOT BEING REUSED SHALL BE REMOVED WITHOUT

DAMAGE AND DELIVERED TO THE V.l. PUBLIC WORKS DEPARTMENT.



NEMA



DUAL RIGN



CONTROLLER



TRAFFE



IC VOLUMES



REV.



PHASE 1 PHASE 2 PHASE 3 PHASE 4

tsp SYNC WITH PHASE 4 y

. RIGHT OUT OF = 94 148317

EASTBOUND WESTBOUND im ROUTE 33 7 [33] [45] [118]

(RIGHT) (LEFT/THROUGH) (BELLOWS ) SOUTHBOUND

(LEFT/THRU /RIGHT) 783 (600) [856]

PHASE 5 PHASE 6 PHASE 7 PHASE 8 PHASE 3

\ f SYNC WITH PHASE 1 122 (138) [106 ]——~

a Fs », 7 ~<<itil] — ian ,

sun ~ “Ie

ROUTE 30 ROUTE 30 _

WESTBOUND EASTBOUND BORN ROUTE 3% y

(RIGHT) (LEFT /THROUGH) ROUTE 308 NORTHBOUND EXCLUSIVE Route 30 (Veterans Drive)

(LEFT/THRU /RIGHT) PED.

ie

NOTES:

1. CONTROLLER TO BE SET FOR DUAL ENTRY

FOR PHASE 4&8

: - : 65 43 142 ——— 61 (70) [126]

2. EXCLUSIVE PEDESTRIAN PHASE ONLY WHEN (81) (79) (288)

ACTUATED BY PEDESTRIAN PUSH BUTTON. r 3

U D EDESTRI PUSH BUTTON [77] [144] [239] . — —~706 (581) [765]

: Be

XXX — AM PEAK ® —— 154 (149) [125]

(XXX) — MIDDAY PEAK a

[Xxx] — PM PEAK

~ \ DAP PD I S MAX 1 (AM PEAK) 7:00 — 9:00 AM

CONTROLLER PROGRAMMING MAX 2 (PM PEAK) 4:00 — 6:00 PM

INTERVAL PHASE 1 | PHASE 2 PHASE 3 PHASE 4 | PHASE 5 | PHASE 6 PHASE 7 | PHASE 8 | PHASE 9 FLASH

~ |az | Jv Lt 4A | & | Nie Ps

PHASE f | : ~ — oy yk

PA, ens Yu

ROUTE SO | ROUTE 30 | ROUTE 308} ROUTE 33 | ROUTE 30 | ROUTE 30 | ROUTE 30 | ROUTE 33 RR if

EB (RIGHT) WB SB SB WB (RIGHT) EB WB (308/30 NB — aa

TIMING IN SECONDS

INITIAL INTERVAL 5 10 7 7 10 5 7

VEHICLE EXTENSION 3 3 3 3 3 3 3

MAXIMUM GREEN 1 18 34 27 27 12 40 18 27

MAXIMUM GREEN 2 1 40 29 29 13 38 11 29

YELLOW 4 4 4

ALL RED 2 3 2 2 3 2 2

PEDESTRIAN WALK 5

PEDESTRIAN DON’T WALK 24

RECALL NONE MIN NONE NONE NONE MIN NONE NONE

DETECTOR Locking NL Locking Locking Locking NL Locking Locking



L_

a PULL BOX (PB) MAST ARM W/SIGNAL STANDARD

CONTROLLER CABINET (C.C.)

eS METER PEDESTAL

& PEDESTRIAN PUSH BUTTON MP

——  -— SCH. 40/80 PVG SIGNAL CONDUIT

= PEDESTRIAN SIGNAL HEAD

DETECTOR AMPLIFIER oucr, | RESIST. | RESIST. RESIST.

mn ‘| OF LOOP |LOOP/GRD SHIELD /GRD.



STREET DIRECT. LANE NO. ICHANNEL Nr MEG © MEG 1

ROUTE 30 EB LEFT

ROUTE 30 EB THROUGH

ROUTE 30 EB RIGHT

ROUTE 30 WB LEFT

ROUTE 30 WB THROUGH

ROUTE 30 WB RIGHT

ROUTE 33 NB LEFT

ROUTE 35 NB THROUGH RECORD FIELD MEASUREMENTS ABOVE

ROUTE 33 NB RIGHT

ROUTE 33 SB LEFT

ROUTE 33 SB THRU /RIGHT



* EXCLUSIVE PEDESTRIAN PHASE ONLY WHEN ACTUATED BY PEDESTRIAN PUSH BUTTON.



S)

de

HEADS HEADS HEADS

2A, 6A, 4, 8 2, 6 1, 5

12” LENSES WITH 5” BACKPLATE

SIGNAL HEAD CONFIGURATION



HEADS

Pl, P2, P3,



ONE SECTION ALUMINUM



SIGNAL, YELLOW



HOUSING BLACK FACE, CUTAWAY VISORS ONLY.

PEDESTRIAN SIGNAL LAMPS TO BE LED.



PEDESTRIAN SIGNAL HEADS SHALL BE MOUNTED

WITH THE BOTTOM OF THE SIGNAL HOUSING

INCLUDING BRACKETS NOT LESS THAN 7 FEET

AND NOT MORE THAN 10 FEET ABOVE THE

SIDEWALK LEVEL AND SHALL BE POSITIONED

AND ADJUSTED TO PROVIDE MAXIMUM. VISIBILITY



AT THE B



EGINNING OF THE CONTROLLED



CROSSWALK.



P4, PS, P6, P7



PEDESTRIAN SIGNAL HEADS



PROPOSED COORDINATION DATA



PLAN 1 PLAN 2 PLAN 3

CYCLE LENGTH 80 80 80

OFFSET O 0 0

YIELD POINT SINGLE SINGLE SINGLE

RELEASE HOLD

SPLIT TIME 91 20 16 14

SPLIT TIME @2 33 31 38

SPLIT TIME 94 27 35 28

SPLIT TIME @5 15 12 16

SPLIT TIME 6 38 55 36

SPLIT TIME @8 27 33 28



COORDINATION NOTES



OFFSETS ARE REFERENCED TO PHASE 2&6,



START OF



PLAN 1



GREEN.



WEEKDAY AM



PLAN 2 = WEEKDAY MIDDAY

PLAN 3 = WEEKDAY PM

EXCLUSIVE PED PHASE SHALL END



COORDINATION. CONTROLLER SHALL

RESYNCHRONIZE ON FOLLOWING CYCLES.



DEPARTMENT OF PUBLIC WORKS



OFFICE OF HIGHWAY ENGINEERING



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TRAFFIC

SIGNAL PLAN



SHEET



13. OF



17

CONSTRUCT SIGNAL

FOUNDATION, POLE &

MAST ARMS



N 6349.11



E 5280.18



SIGNAL POLE

N 6339.61

CONSTRUCT ~ FE 5375.49

N 6341.99 \

EF 5219.92 ~ CONSTRUCT

PB ee / PULL BOX

4 N 6336.20

; _—— in E 5378.63

Sn ' - a

KAM 46 j INSTALL TRAFFIC = -—~ a

I CAMERAS ~~ ee

| —_

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= | VETERANS DRIVE7ROUTE 30

VAL © ca INSTALL TRAFFIC _ poh

CAMERAS a

2 ) CONSTRUCT | EE:

5

PULL BOX | R65

a STA. 16+47.4, | .

116.1" LT. f —_

| <E= 2

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CONSTRUCT PEDESTRIAN



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EXISTING —~

PEDESTRIAN SIGNAL



CONSTRUCT SIGNAL POLE

WITH PEDESTRIAN HEADS

STA. 16+48.6,

33.5' LT.

GRAPHIC SCALE



10 2a 40



( IN FEET )



i ineh = 20 ft.



ait / [I ill



.



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< CONTROL CABINET ™ Sn Sreuct

STA. 16+43.8, PULL BOX |

50.0 RT. STA. 16+46.6 4

myme 7} 83.7" RT. y |

ROX S CONSTRUCT y |

‘ < METER PEDESTAL y, )

LN 2 STA. 1641.4, CONSTRUCT |

<CONSTRUCT SIGNAL | |

/ STA. 16+46.4

(<eatstiue POLE &

\ MAST ARMS ae 77.5 RT. £4

a ;



ane SicKat



<x STA/ SOO SC 6’ RT.



/



CONSTRUCTION NOTES:



1.



NS



8.



10.

Ti.

12.



13.



THE CONTRACTOR SHALL COORDINATE ALL WORK WITH THE PUBLIC WORKS DEPARTMENT AND POLICE

DEPARTMENT PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL SUBMIT IN WRITING A PROJECT

SCHEDULE.



ALL CONDUIT BENEATH PAVEMENT SHALL BE SCHEDULE 80.



ALL MAST ARM FOUNDATIONS SHALL BE CONSTRUCTED IN EXCAVATED HOLES. ANY UNSUITABLE

MATERIAL ENCOUNTERED SHALL BE REMOVED AS DIRECTED BY ENGINEER.



THE CONTRACTOR SHALL BE RESPONSIBLE FOR SIGNAL MAINTENANCE DURING THE CONTRACT. THE

CONTRACTOR SHALL FURNISH TEMPORARY SIGNAL EQUIPMENT THAT MAY BE NEEDED. THE CONTRACTOR

SHALL FURNISH THE CONTRACT ADMINISTRATOR AND THE LOCAL POLICE DEPARTMENT WITH NAMES AND

PHONE NUMBERS OF PERSONS TO BE CONTACTED IN CASE OF A MALFUNCTION.



8 PHASE PROGRAMMABLE TRAFFIC-ACTUATED SIGNAL CONTROLLER OF CURRENT NEMA SPECIFICATIONS

WITH INTERNAL TIME BASE COORDINATION, AND INTERNAL FIRE PRE-EMPTION. OVERLAPS SHALL BE



INTERNALLY GENERATED AS PER NEMA STANDARD TS—1 USING WIRE JUMPERS ON A PRINTED CIRCUIT

BOARD. CONTROLLER SHALL BE FURNISHED WITH. A P TYPE CABINET AND 12” EXTENSION BASE.



ONE-WAY, THREE SECTION, 12 INCH SIGNAL HEADS, MOUNTED WITH PELCO ASTRO—BRACS, WITH 5”



LOUVERED BACKPLATES.



ALL SIGNAL HEADS SHALL HAVE LED LAMPS.



QUADRUPOLE ROADWAY LOOP DETECTORS 6’ BY 50’, 2—4—2 TURNS AS PER PLANS.

METER PEDESTAL WITH 30 AMP DISCONNECT SWITCH.



GALVANIZED STEEL MAST ARM POLES WITH MAST ARMS PER PLANS.



12” LED PEDESTRIAN SIGNALS AND PEDESTRIAN PUSH BUTTON AND SIGN ASSEMBLIES.



BRING EACH LOOP BACK TO THE CONTROLLER CABINET ON A SEPARATE LEAD—IN AND WIRE EACH LOOP

ONTO ITS OWN AMPLIFIER.



ALL EXISTING TRAFFIC SIGNAL EQUIPMENT THAT IS NOT BEING REUSED SHALL BE REMOVED WITHOUT

DAMAGE AND DELIVERED TO THE V.I. PUBLIC WORKS DEPARTMENT.



LEGEND



PULL BOX (PB)

CONTROLLER CABINET (C.C.)



MAST ARM W/SIGNAL STANDARD



TRAFFIC DETECTION CAMERA (CA)



PEDESTRIAN PUSH BUTTON

METER PEDESTAL



-—— SCH. 40/80 PVC SIGNAL CONDUIT MP



PEDESTRIAN SIGNAL HEAD



BRACKET, FEMALE, BURLE CAMERA MOUNT

3/8" HEX HEAD BOLT, 16 X 1”



3/8 " FLAT WASHER



3/8" HEX NUT, 168 x 1”



3/8" HEX HEAD BOLT, 16 X 1”



3/8 " SPLIT LOCK WASHER, STAINLESS



3/8 ” FLAT WASHER

EXTENDED BRACKET, MALE



ADAPTER, 11/2°-11NPS X 3/8"-16NC



ALUMINUM NOTCHED COUPLING



CLAMP CABLE—-&4



GUSSETED TUBE WITH VINYL

INSERT, 1 1/2" X 74"



CLAMP KIT - CABLE MOUNT



CLAMP KIT MUST BE CAPABLE OF

ROTATING 90 DEGREES FOR MOUNTING

DIRECTLY 7O STEEL STRAIN POLES..



CAMERA MOUNT AND BRACKET PARTS



TILT AND PAN EXTENDED SENSOR

BRACKET, CABLE MOUNT.



CLAMP MUST BE CAPABLE OF ROTATING

/ 90 DEGREES FOR MOUNTING DIRECTLY

TO STEEL STRAIN POLES..



Ne /



CAMERA MOUNT AND BRACKET ASSEMBLY



4" X 2" X 2" DEEP WEATHERPROOF

SPLICE BOX WITH GASKETED FACE



PLATE TO BE INSTALLED ON GUSSETED

TUBE. IF CAMERA IS PROVIDED WITH A



WEATHERPROOF SPLICE BOX, THIS

BOX IS NOT NECESSARY.



ae



COAXIAL VIDEO CABLE FROM

CONTROLLER CABINET



NOTE: ACCESS HOLE FOR CABLE

SHALL BE LOCATED ON BACK SIDE

OR BOTTOM OF MAST ARM AND

SEALED TO MINIMIZE INTRUSION

OF WATER.



3 CONDUCTOR POWER CABLE

FROM CONTROLLER CABINET



3 CONDUCTOR POWER CABLE FROM

CAMERA TO WATERPROOF JUNCTION

BOX, SPLICE TO POWER CABLE FROM

CONTROLLER CABINET



MAST ARM CAMERA INSTALLATION



REV.



DEPARTMENT OF PUBLIC WORKS

OFFICE OF HIGHWA Y ENGINEERING



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TRAFFIC CAMERA

DETAIL



| SHEET 13 OF 17

YOP OF __ oe

BINDER COURSE Vr \y 6” DESIREABLE

_ @ — \ 7 12” MAX. y- CLOSE NIPPLE WITH

__15" | tee ITEM 209.3 ~ GRANULAR an OK PLASTIC BUSHINGS

\4 CURE ~~? BACKFILL (SAND) 4” SLIP-FITTER

N 7 . = 3/4” PVC CONDUIT ~ _ r 3 ae

TRAFFIC > @ | ~ th Pre TO PULL BOX Ce Bea be —— oS Le a METER PANEL

t : {—_ tool — — 2) as | tS

=D GRANITE CURB ——— es sla SSO ~ A A 1 CLOSE NIPPLE °

aoa tian ae a es , = W/PLASTIC BUSHINGS

pam _ __ GRANULAR BACKFILL (SAND) SER agtyhtihy ae STAINLESS STEEL

3/4" PVC CONDUIT SHALL CONFORM TO ; > NEES IEE ; an

= > FROM BOX OUT TO ney BANDS AND — eh ie ©

a @ ag \ PULL BOX a g"y ITEM 209.3 (SUBSIDIARY) \,, 10-12-98 | 15° : MOUNTING HARDWARE—= | NEMA DISCONNECT SWITCH é5

NOTE: LOOP DIMENSIONS AS SHOWN \ BOX OUT (SUBSIDIARY) a BOLDLY ETCH TWO ARROWS ON TOP OF Dl og” oo 1"(MIN. LB ek

ON SIGNALIZATION PLAN \ / CURB TO SHOW APPROXIMATE BOUNDARY hy r W/PLASTIC BUSHINGS

OF THE BOX OUT — “st

fore | 4 ANCHOR BOLTS

CZLZTILIZILLLLA CHeTTON ~ r a" pyc ¢ an oe 2/4” m Ae

Ge a PVC CONDUIT SECTION. A-A PLAN i" PVC SCH. 20 / 3/4°6 x 25°x 4 z

TYPICAL WIRE LOOP DIAG | _ _ vrs 1X3" PVC MANDOLF> z

NOT TO SCALE 7 DETECTOR BOX O BTAIL STAGE #: AT PAVING (DRY FIT) | ih

PULL BOX NOT TO SCALE | jb

|

SANS NON

LOOP LENGTH VARIES, SEE SIGNALIZATION PLAN

(TYPICAL 20 TO 50 FEET) =

FILL SAW CUT PER LOOP TOP OF oe

5 DETECTOR SEGMENT DETAIL / BINDER COURSE NO SPLICES IN )

os _— BOX OUT AREA & LEAVE FROM ——s_[[T_~ —TITo CONTROLLERS __ = S = |y e

3) 2 ls — 45 V4 SLACK IN TUBING POWER SOURCE - | - 0 |s 2

Siz a FILL TO PAVEMENT GRADE WITH __ TO RELIEVE TENSION 5 O |88

nS a HOT BITUMINOUS PAVEMENT FROM BACKFILLING wT ty 3

a 8 N iss oanele — 15" AND COMPACTION ze © |za

CANE — 4 — ——— |S SQUARE (TYP.) BASE AND POST TO BE P & K

Y/ Yn 14/2" / / / PROVIDE CP 314 OR APPROVED EQUAL

ry " Lp clement fe ~v|-~ SMOOTH BUSHING & 6

9) GRANITE. CURB \ B NOT TO SCALE

3/4" PVC CONDUIT ° 3/4" PVC CONDUIT — >

FROM BOX OUT TO __ TO PULL BOX = — a | &

PULL BOX ae S lye

(SUBSIDIARY) S |e

a — “ _ oS ee

a = g1)s

NOT TO SCALE LAN > @ 23|8

Wh)

4 —3/4"@ ANCHOR BOLTS |, CONDUIT TO 3° | Qe.

, SUBSIDIARY age

i, MAXIMUM OF TWO LEAD-IN PAIRS PER ” CONDUIT, EQUALLY SPACED ON A | ce.

a oo 3 C £o

BOLT SIZE, SPACING CONDUIT TO 3) . oe 12~3/4" @ BOLT CIRCLE, 5 88)

AND PROJECTION ABOVE SUBSIDIARY 2, TAPE TUBING 3” ON EACH SIDE OF THE SAW CUT BOX OUT BOUNDARY WITH ELECTRIC TAPE. POSITIONED SUCH THAT CONDUIT SWEEPS oT)

~ span THE PEDESTAL BASE E ak] ©

CONCRETE PER STECTOR BOX OUT DETAIL STAGE 2: AT LOOP INSTALLATION ACCESS DOOR IS ON NO. & SIZE AS CEN

MANUFACTURERS . . “NOT TO SCALE. 7 THE SIDE AWAY FROM REQUIRED IN PLANS OR wis —

TEMPLATE A, . A TRAFFIC mu SPECIAL PROVISIONS, se]

t x . | 2” MIN, PROJECTION eZ] 4

ee 2 BO 5 | TCT ABOVE CONCRETE. 3

” (NOMINAL) = ~0"X 5/8"@ GROUND ROD TOP OP_ VIEW 2

Zz 1” Pve SLEEVE SET 4 ANCHOR BOLTS,

= . 3/4" DIA. x 25"x 4”

rush WH TOP OF SET FLUSH NUTS & WASHERS, 3” MIN.

CONCRETE (REQUIRED FOR PROJECTION ABOVE CONCRETE

r— 24” MIN. 36” MIN. - METER SH W/SID ONLY) ir

FLUSH W/SIDEWALK a

PLAN < / p/erros 2” 5

* FOUNDATION SHALL BE 6” WIDER AND LONGER THAN CABINET CONCRETE AREA \

o _ : Pee eee Ge oe

BASE TO BE INSTALLED. 2” MIN, PROJECTION ABOVE CONC. Se « ees SE — ”)

8’~0"x 5/8"6 GROUND ROD IN TOP OF / I

Zz 3 ——— —— a

DEWALK OR = 1” PVC SLEEVE SET FLUSH WV BINDER COURSE =

SIDEWAL ~ P OF =p — : =

CONCRETE AREA - HET TOR OF CONCRETE VY). 5/16" SAW CUT IN PAVEMENT Y . ale PREFORMED JOINT / 4 = = > =

pa oe CROUND APPROVED FLEXIBLE / 2/8 FILLER BETWEEN ong lon | <>

fe | y- UNE EMBEDDING SEALANT VINYL PLASTIC TUBING Z\z FOUNDATION AND Bare eee eS ln> = S

Dom t ; ; . a on oe ie. / eS | i ee = L

a ye fai * bets * a. I ° SET) TWIST LEAD—-IN WIRES a ea 1/4 0.0. 3/16 1.D. od oan SIDEWALK OR _ 94” | ! an) “ —

pctete a sete Bee se: pass 1 TURN/FT. MIN, PN a | CONCRETE AREA . ~ Zz os

as iz 7 ale ROUND OR SQUARE CONCRETE CLASS B aij ge

PREFORMED JOINT Loo” 4" _GRANULAR Yy NNO. 14 AWG, WRE =] CONTRACTOR’S OPTION ; j1=2

FILLER BETWEEN , | [s: MATERIAL IMSA SPEC. 51~5 : |2° m =

FOUNDATION AND 9) fs: ELEVATION SECTION l-= | ms

a Ais SECTION C~C SECTION D—D NOTES: | Ou Lal =

f o Be 2-9. om ox ||) i

CONCRETE AREA 4 / 2 OR 3 SWEEPS AS REQUIRED CEAD-IN SAW CUT SEGMENT SECTION 1, SIZE OF FOUNDATION MAY BE CHANGED IN THE PLANS OR SPECIAL = i) = i

CONCRETE A = “ROM ceatilt we box out saw Cut PROVISIONS, OR IN THE FIELD AS DIRECTED BY THE ENGINEER, 5a

CLASS A (AB 552.03) SECTION A—A | . _ 7, | Qe

NOTES: 2. ALL EXPOSED EDGES SHALL BE CHAMFERED 3/4". 0.

1, WORKMAN’S PAD MAY BE ELIMINATED IF CONTROLLER CABINET IS IN SIDEWALK SECTION. LOOP DETECTOR SEGMENT DETAIL 3, OPEN ENDS OF ALL CONDUITS INTO FOUNDATION SHALL BE CAPPED Q

NOT TO SCALE UNITL CABLES ARE INSTALLED. =

2. WORKMAN’S PAD SHALL HAVE 4” GRANULAR MATERIAL BEDDING (SUBSIDIARY) <—

3, ALL EXPOSED EDGES SHALL BE CHAMFERED 3/4".



4. WORKMAN’S PAD (AND CABINET DOOR) SHOULD BE ORIENTED TO PERMIT MAXIMUM VIEW fe DETAILS



OF SIGNAL INSTALLATION (AWAY FROM TRAFFIC IF POSSIBLE).



~ CONTROLLER CABINET —



outa 3 Sidewalk’ Dug\ Currant\ Signal Details, dug

LaBONAL By



NOTES!

1, ALL STANDARDS, LUMINAIRES, AND WIRE TO BE FURNISHED AND



/NON~SKID SURFACE



PENTAHEAD BOLT; eT

INSTALLED BY THE POWER COMPANY, UNLESS OTHERWISE DIRECTED. / / LIFTING SLOT; | 7

| FS —

2. ANCHOR BOLTS, GROUND ROD, & GROUND WIRE TO BE FURNISHED BY a p cc Ls FINISHED GRADE a

THE POWER COMPANY AND INSTALLED BY THE CONTRACTOR, : / )

UNLESS OTHERWISE DIRECTED. _|_ eee LOCO] ex -| B TaN WOT 7

3. BOLT CIRCLE DIAMETER SHALL BE VERIFIED WITH THE POWER 4. _ sD eae a e 5 oo

STANDARD RADIUS ELBOWS | arin

4. CONCRETE SHALL BE CLASS B (0.7 C.Y. PER BASE) A = me ‘S) Cee < —~= —PLASTIC WARNING 2

: AS REQUIRED 5 s Nan

5, ALL BASES SHALL BE LOCATED 10’-0” (TO CENTER) FROM FACE OF | CONDULT ARRANGEMENT . N q

CURB OR EDGE OF PAVED SHOULDER,UNLESS OTHERWISE SPECIFIED. — | ; K R

: NOTE: USE RIGID STEEL ELBOWS WITH GROUNDIN

6. ALL BASES SHALL BE BACKFILLED WITH GRANULAR BACKFILL (GRAVEL) BUSHINGS WHEN CONDUIT RUN EXCEEDS 200’. — 2 CONDUIT(S)

CONFORMING TO SECTION 209, ; — | ApJuST TOP OF PULL BOX TO % : ;

7. ALL BASES SHALL BE PRECAST OR CAST IN PLACE—SEE SECTION 625. | : SED SLOPE — Q A 6” LAYER OF GRANULAR BEDDING 2

CAST IN PLACE BASES SHALL BE FORMED FOR THE TOP 3 FEET. : CONFORM TO FINISE - TRIIR? SHALL BE PROVIDED WHERE ROCK OR es

- NSUITA E :

8. REINFORCEMENT SHALL CONFORM TO SECTION 544, C / | D 10" ENCOUNTERED.

9. ANY ANCHOR BOLTS DAMAGED DURING INSTALLATION SHALL BE TIRIIRITRY Vo | RZ, wer fot TYP.

REPAIRED OR REPLACED AS DIRECTED BY THE ENGINEER, | )

10, UPON INSTALLATION, ANCHOR BOLT THREADS SHALL BE CLEANED G =

WITH A WIRE BRUSH. )

11, TERRAIN SURROUNDING BASE MUST BE GRADED AS SHOWN BELOW | | NOTE: BACKFILL ABOVE CONDUIT SHALL se (|.

TO PREVENT IMPACTING VEHICLES FROM SNAGGING ON BASE. — a BE IN ACCORDANCE WITH 614. Z © |e

Is : - r © {28

: / ty ™ " 3

DIMENSIONS IN 5 © |S

4 a)

GROUND LINE | ; | A|B C B a.

\ —___f __ — 4° MAX, ; TYPE Aj 23|13 | 25] 15

y a | [2 ‘on * TYPE 8130/17 | 32| 19 i

JURE L foe Ts j es | ga

a ee gov JIS | NOTES: 1. NOT FOR USE IN PAVED AREAS °

— i 2, LOGO = SIGNAL OR POWER AS REQUIRED

| 3, PROVIDE CAPTIVE BOLT IF AVAILABLE FROM MANUFACTURER mn

: INCIDENTAL VEHICULAR TRAFFIC 5

| O >

MOLDED PULL BOx CONDUIT INSTALLATION oes @ o

CONCRETE LIGHT POLE BASE | TYPE A and B Osa

i TRENCH DETAIL 8 rE

| Best

| / Qe,

TOP _OF —MORTAR BED 329

PAVEMENT> 12" ; 59) S

MORTAR= er PAVEMENT ; as oS a8 S

abs 4°. B By rad | SQUAR ae 0° / ees] S

gee GALVANIZED [5-9 =" eee By i - an “el Xa p : Fe LOGO} >

ne, ® a9 438 col amatdeatars © ~ Ba. = | MORTAR : Jaa ® / G

ey J” HOOK JPost 4 BS: By -—Losok-——_ | “o z i | Z

iaB ete ie oe ze POA

Qf 4 _.Hi ee INVERTED FRAME ae are STANDARD RADIUS ELBOW(S) ss

fgg, COANE INSTALLATION : | Gel —_ 8-15] = ConDUIT_ARRANGEMENT 3

Beard Mes FOR USE I a THAN 164) . | as ae SQUARE ae wi : VI . 25 . B

‘See a 4” — > S : es wine } aq mth gm

rae sg eee “lo NOTE: USE RIGID STEEL COVER 16 SQUARE

eB ls COVER 12” SQUARE 4B raj» ELBOWS WITH GROUNDING na

te as red eee i THICK eee ised 4) ~~ BUSHINGS WHEN CONDUIT i =

| ere a one 20) RUN EXCEEDS 200°. a

: ° 3) | ° welt “— 3 , —

: GRANULAR MATERIAL iL | SP ANULAR WATERIAL NOTES: a. = > a

Be giesieeeco iene Ce Ee 1, FRAME AND COVER SHALL BE SUITABLE FOR v =O

FOR USE IN PAVED AREAS INCIDENTAL VEHICULAR TRAFFIC. — A

(SIDEWALKS AND PAVED ISLANDS ONLY) FOR _USE_IN PAVED AREAS S Wy S =

7° ee NOTES (SIDEWALKS AND PAVED ISLANDS ONLY) | 2. DIMENSIONS SHOWN ARE NOMINAL. < = em

as 3 1, FRAME AND COVER SHALL BE SUITABLE FOR 3, LOGO = POWER ON CENTER OF COVER. ” = NM Zz

i, a: Nos SED FOR SIGN NSDEN TAR VERICOLAR TRAPEI NOTE: 4, APPROXIMATE WEIGHT OF FRAME AND COVER Zz! ae

i | be 1. GENERALLY USED FOR SIGNAL 1, USED FOR POWER INSTALLATIONS. IS 230 LBS. cr Ly

Be, Bei INSTALLATIONS. 2. DIMENSIONS SHOWN ARE NOMIAL., , a i W)

ae lea i rs = " ™ " S _) ‘Lad

2, DIMENSIONS SHOWN ARE NOMINAL. FRAME & COVER FOR CONCRETE > QO

J) KA 2. DIMENSIONS SHOWN ARE NO SpauIRED oN CRUETER OF COVER. , - | PULL BOXES TYPE B a ta

"4 —] 3. COVER AND FRAME SHALL BE

5. COVER AND FRAME SHALL BE 4, APPROXIMATE WEIGHT OF FRAME AND ADJUSTED SO THAT DRAINAGE WILL | a

STANDARD RADIUS ELBOW(S) ADJUSTED SO THAT DRAINAGE WILL COVER IS 60 LBS. BE AWAY FROM PULL BOX. =

AS REQUIRED BE AWAY FROM PULL BOX. =

CONDUIT ARRANGEMENT FRAME & COVER FOR CONCRETE |

OTE: USE RIGID STEEL ELBOWS WITH GROUNDING PULL BOXES TYPE A



BUSHINGS WHEN CONDUIT RUN EXCEEDS 200’. Sra ee a

CONCRETE PULL BOX



TYPE A —14" x 14°



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PULL BOX FOR TRAFFIC SIGNALS



PLAN SHEET SECTION----------- >>

SECTION 1 SITE DEMO & RETROFIT __

| ESTIMATED

ITEM NO. DESCRIPTION UNIT QUANTITIES

DEMOLISH, REMOVE & DISPOSE OF EXISTING .

wy) wos F

20301-0000 [an vemenr’ SQ YD 2450

41803-0000 |SAWCUT EXISTING PAVEMENT LF 800

60401-0000 |ADJUST MANHOLE RIM ELEVATION FA 5

61101-0000 |ADJUST WATER VALVE COVER ELEVATION EA 3

60401-1000 \ADJUST & FORTIFY UTILITY VAULT COVER EA 1

20301-0100 |REMOVAL OF GUARDRAIL LF 25

20301-0900 |REMOVE & RESET HYDRANT FA 2

20301-0500 |REMOVE CATCH BASIN EA 1

20301-0200 |REMOVE & DISPOSE OF CURB LF 1665

20301-3200 |REMOVE & DISPOSE OF SIDEWALK SO YD 480

| REMOVE SIGNAL POLE, FOUNDATION, MAST ARMS

PLAN SHEET SECTION---------=- >>

| M.

ITEM NO. DESCRIPTION UNIT ou, 7 Neree

40201-0000 |2” BIT. PAVEMENT (BASE) TONS 345

40201-1000 2" BIT. PAVEMENT (FINISH) TONS 1100

40201-2000 | 1" BIT. PAVEMENT (PARKING LOT OVERLAY) TONS 85

41201-0000 |TACK COAT GAL 900

41301-0000 |2" MILLING - FULL WIDTH SO YD 6110

PLAN SHEET SECTION----------- >>

SECTION 7 DRAINAGE

_ | ESTIMATED —

ITEM NO. DESCRIPTION UNIT QUANTITIES

60702-0000  |CLEAN SEDIMENT FROM DRAINAGE PIPE/SIDEWALK IE 400

60401-0000 {CURB INLETS EA 2

60201-0000 |4'X 6' DRAINAGE STRUCTURE EA 1

60401-1000 |DRAINAGE HANDHOLE EA 1



PLAN SHEET SECTION----------- —

 SECTION2 | EARTHWORK

; ESTIMATED

ITEM NO. DESCRIPTION UNIT QUANTITIES

20401-0000 |GENERAL EXCAVATION CU YD

30102-0200 |6" CRUSHED GRAVEL BASE CU YD

30102-0400 |10" GRAVEL BASE CU YD

21201-0000 |PARKING LOT GRADING LS

PLAN SHEET SECTION----------- >>

SECTION 5 SIGNAGE & STRIPING ; |

ESTIMATED

ITEM NO. DESCRIPTION UNIT QUANTITIES

63305-0100 |Ri-1 STOP SIGN EA 3

63305-0200 |R1-2 YIELD SIGN EA 1

63305-0300 |R3-8a TURN ONLY EA 1

63305-0400  |R10-12 SIGN (RIGHT TURN YIELD) FOR TRAFFIC cA 5

a SIGNALS

63305-0500 |Mi-4 ROUTE SIGN EA 2

63305-0600 |M2-1 JUNCTION SIGN EA 2

63305-0700 |M6-3 ROUTE ARROW EA 1

63305-0800 \M6-4 ROUTE ARROW EA i

63306-0000 |4-FOOT DELINEATOR POSTS EA 12

63401-1500A |PAVEMENT MARKINGS 4" (DOUBLE YELLOW/WHITE) LF 2,510

63401-1500B |PAVEMENT MARKINGS 12" (MEDIANS) LF 65

63401-1500C |PAVEMENT MARKINGS 24" (CROSSWALKS) LF 465

63401-1000 |RETROREFLECTIVE PAINT MARKING (SYMBOL/WORD) | SQFT 84

PLAN SHEET SECTION----------- =

_ SECTION 8 _ MISCELLANEOUS

. ESTIMATED

ITEM NO, DESCRIPTION UNIT QUANTITIES

15701-0000 |EROSION CONTROL LS 1

61904-0000 |INSTALL BOLLARDS EA 4

15101-0000 |MOBILIZATION LS 1

63501-0000 |MAINTENANCE OF TRAFFIC LS 1



PLAN SHEET SECTION---------~- >>

SECTION 3 SIDEWALK, CURBING & CONCRETE DRIVEWAYS —

ESTIMATED

ITEM NO. DESCRIPTION UNIT OUANTITIES

61501-0100  |4" THICK (6" @ DRIVES) CONCRETE SIDEWALK SQ YD

; HANDICAP SIDEWALK RAMPS/TIP DOWNS (TACTILE ‘A

| OL904-0100 | a pwNG PADS) cE

61501-1000 |6" THICK CONCRETE DRIVEWAYS SQ YD

60905-1000 |CONCRETE CURB & GUTTER (TYPE F) LF

60905-0000 |CONCRETE CURB (TYPE D) LF

61501-0200 |RAISED ISLAND - 4" CONCRETE SQ FT

60905-1000 |VALLEY GUTTER LF

PLAN SHEET SECTION----------- >>

SECTION 6 TRAFFIC SIGNAL ; oo

ESTIMATED

ITEM NO. DESCRIPTION UNIT QUANTITIES

63606-0000 |ADAPTIVE SIGNAL CONTROL SYSTEM LS 1

; SYSTEM INSTALLATION - TRAFFIC W/CAMERA

63606-1000 | aw LS 1

63601-0000 |SIGNAL POLE & FOUNDATION EA 2

63601-0100 |28'MAST ARM EA 1

63601-0200 |30'MAST ARM EA 1

63601-0300 |44'MAST ARM EA 1

63601-0400 |46'MAST ARM EA 1

63601-0500 |PEDESTRIAN SIGNAL POLE & FOUNDATION EA 2

PEDESTRIAN SIGNAL HEAD, PUSH BUTTON & SIGN

63601-0600 | sccempry EA 7

63601-0700 |3-SECTION LED SIGNAL HEAD EA 11

enn |TRAFFIC SIGNAL CONTROLLER, CABINET &

63601-0800 | em atrony EA 1

63605-0000 |TRAFFIC SIGNAL CONDUIT LF 375

EA 5



REV.



DEPARTMENT OF PUBLIC WORKS

OFFICE OF HIGHWAY ENGINEERING



IMPROVEMENTS



ISLANDS DPW



THOMAS, USVI

ROUTE 33 ROADWAY



VIRGIN

ST

AND PEDESTRIAN



SHEET 13 OF 17