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E a Ea ok o & i a 2 fe ao [aa oO — ee ue fe of. f | \ whey} gp om ina - . AP PRC x MAA AT \ 9n er ewers : PROJECT Moravian Sy, LIMITS Pa f oO i S ~ & [28 ~ ma ype . fre ed Ls OO ND Ze PROPOSED EXISTING FP w 1 1h 8 SS oS a_i 9 ) . 3 ec oO fF 8 cummunanirs orc Gea) sao Y ns name aes etn ey _ PROPERTY LINE ANest Gregene | EDGE OF PAVEMENT 5 os a oO IRON PIPE ‘eo =O Q a GRANITE or CONCRETE BOUND a Ts UTILITY POLE Q > © CATCH BASIN Sm s | 2 o~ 3 am © DRAIN MANHOLE Cc © 4° vo « © @® TELEPHONE MANHOLE ) 3 g8 on == gy) > ‘Ss SEWER MANHOLE S) > fs co Q a oO . . W) WATER MANHOLE W) 2 Fe i o OB ———-—-—-—--—— GUTTER LINE een S SEWER LINE S qe. T TELEPHONE LINE I 328) GF) © a OME ee OVER HEAD ELECTRIC LINE —— OHE ———— - ere S Dp an Ww WATER LINE w mes N ge EP LINE 5 a BS]. G GAS LINE ( gi S| . 7 Se S ] PAVEMENT - PLAN i a cwarw 7 21 “pena | ne SWAY PROFILES Oo STRUCTION DETAILS ” 3 TRA rFFIC SIGNAL PLAN ”) ag r OFF Sa? ~ fC) - , ~ Gv “ee S TRAFFIC SIGNAL DETAILS “ GAS SHUT OFF SECTIONS i << FIRE HYDRANT 3 WELL YoY YY EDGE OF WOODS LYNN. » —p— A SIGNS & SYMBOLS o— A = ; Lid > S 2 S o> til > aw <i> > =O “ CO) ae aa —f zYv 1|os on nA ee 12 ~ 7 3 <—f WORK TO BE PERFORMED ze rm ACCORDAN WITH THE Oy taj CONSTRUCTION OF ROADS X iF WY) ECTS” (FP~03 U.S. > S 5 Ou = Zz <{ / COVER SHEET SHEET 1 OF 17 P:\Projacts\\ 663801 Route 33 Sidewalk\Gwg\Currant\ 663d01 Cover.du 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] > el & © 6 <—f ai € £) ; 2 3 ia ” GONSTRUCTION GENERAL PE 6) . D) 7 i. THE OWNER IN CONJUNSTION WITH THE CONTRACTOR (OPERATES) NEEDS TO OBTAIN r) Z ”) 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. | _ ISLANDS DPW ST. THOMAS, SIDEWALK VIRGIN ROUTE 33 ROADWAY AND PEDESTRIAN GENERAL NOTES ae LLL SLL LL ES LS a we i) \ ; 4 DATE a rennin APPD. oa > ¢ —¢ sjpueenenree OR. | CHKD. av ce a DESCRIPTION f —— a —— @ ° — \ | \ ia oe _— ¢ Ta) a) — CG neon ra Cy 5 s a — <— 5 © 158 —J] \ eee a “ . . Mo ae . _ a. . a \ a "7 sont” CHKD. BY DUG Seen nosey Bei rename pe = oct ttrenssrenenetseiy, “ ea, fo a 3 ~~, . i anager a, / / ype : ens * soaring — “hy eel ee — &PWD SHOWROOM b PARCEL 17 f é sexenerncet é ne a f oui Suite 740 + St. Thomas, USVI 00802 ~4650 « Fax (340) 774—1666 1/26/09 f f — Lee ? Cras seownseil _ ee } </ os ff - Zé hone (340) 777 Hoyle, Tanner & Associates, Inc. Nisky Center, East Wing — Pp | DATE a \ ON - MI a a ® . & ~~ NE RN OS ON — Pe 28 wal <f © +) oe a f- scot Ny, ' a, — eee sorte a aoe os sence i all IMPROVEMENTS ail somo P El iE te i el eww _— ISLANDS DPW T. THOMAS, USVI qr nents ARON sacs a ae ae poor is SCAL ri 0 10 20 it G2 > poles pl 7) VIRGIN c ssa! ESCARGOT > “STAURANT ROUTE 33 ROADWAY AND PEDESTRIAN ( IN FEET ) v EXISTING CONDITIONS PLAN | PARCEL 11B | SHEET 3 OF 17 PAProjects\663601 Route 33 Sidewalk\Dwg\Curront\ Exist Cond, dwg “AWS z <f SLNANSAOYdWI NVINLSS04d GNV a m AYMGVOdU FF ALNONY S bs = 2 a ONIAAANIDNA AWVMHAOIH AO AOIIO IASN “SVNOHL ‘LS fz Mdd SANVISI NISMIA Q i SHYUOM OVTANd AO INAWLIAVdAC 5 x ~ — —_ 7 7 y f = OSL JZ ,_\44\ Limit oF FULL DEPTH ROADWAY zs \\ 5 x o og 2|@ | © \ & SIDEWALK RECONSTRUCTION Sa /\\N\aa o 96 -_ 2ZF \ | 4 | re \ = GE = gf \ Ke , zo | \\ was) 32 ae UN — aS 2 5B Gy \ Ee \ Sa Je) ———— | \ \ te = Va 7 \ ix / ~ i / /\ \ a a eo / y, \ \ —< \ & EME ( ‘ a i Me G/ Ss a. w ONE Of a Q Lu 5 Lt OO =! 5 =| © oy La Olet vod Oo y CS tal faa aaa Qo. a Le 2 A = P/ y ? / ~~ f | / Ci Pm a ie yA Oli; f = fe fo —\ z = a 2 OO x-= f “> had OO =a ao, wl = - = <= fan [om Oo oa < C2 ‘ a _ be L fo Cc omy [eed Lad] det Oe - Oly S= 2 3|O Si — = ife “ WIS AO i —~ “ tS (ones yO’ : “ios —s j i ‘y Chk Io | a> : a Lhd Lat Ff iat Oe pow (le AS Fe Lal pF fo Le eles} CO < a Po1d = i NS \ \ 1O/ La ass PIS a ON CO) j tl KH ¢ 3 “a ; o) \_/ oo Oa fam ad So. 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HOT BITUMINOUS PAVEMENT WEARING ¢ O« — (TYP.) \ O < 5’ SIDEWALK 2” (MIN.) HOT BITUMINOUS PAVEMENT BASE _ Oo \ | | 12’ TRAVEL LANE 12’ CENTER TURN LANE __ 12° TRAVEL LANE / | | , | / \ | 1.5% i 2% 24 / \ oy. .. nN | ene EI | ee rr Hi Groun d / \. Existing |Ground Seer IZZIE ZS SSS SSS SSE EEE pe fe EEE OO / \ i ee a fe : \ ow BB mr’ os _ -_ vo \ 6” CONCRETE~ / / / \ —6” CONCRETE y \ SIDEWALK / / / \ SIDEWALK 4 NN / i / \ “ i f \ oa ‘ ™ “ fr. ” ve / oy oa me / “CONCRETE curs’ 6” cRUSHED/ 10” GRAVEL~ \- CONCRETE CURB Pa “\ & GUTTER GRAVEL BASE SUBBASE & GUTTER a REV, Se a oa om ~ ™ sp SOT UN TITER SON ACT a a . _ en ae SCALE: 1” = 5’-0” a / - ; \ \ . i \ L \ \ a ¥ PWD SHOWROOM PARCEL 17 STA. 1406.69 =~ KX STA. 12+00.00 | Ke oo | R&S MINI Ty x bon CONCRETE CURB/(22\ \ K CONCRETE CURB (22 (FPPE D) (TYP.)\C12/ \ \. 7 L = aicuTter (TYPE F) C2 ‘| . VN RNA NOS LOC —— (TY8,) \ nn ai a . ae, an 1 Nr i lug 4 s w sy — : a . - : \_ (22) CONCRETE CURB . yi & CUTTER T DE ) _ oo Se > \ a ae DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING a oe FLOW LINE TABLE FLOW LINE CURVE ee LINE LENGTH | BEARING TABLE a 14 228.12 S16°06'12"E CURVE | LENGTH | RADIUS es LS 76.03 S16°06'12"E C4 143.77 | 225.00 ao CENTERLINE. LINE TABLE ié 38.76 |N2014'48"W cS. | 12.62 | 15.00 LINE LENGTH BEARING L7 11.04 NB9°56'41°W C6 19.61 45,00 al FJ4GIE | SIBO6IZE _ L8 81.32 | N38°49°18"E C7 3.62 | 50.00 Le 66.21 | NOOS056E LQ 12.21 | $16°06'12"E cB. | 60.82 | 50.00 F454 | S8AGOME L10 78.73 | $16°06'12"E C9 36.36 | 40.00 LV 102.10 S16°06'12"E C10 25.55 BB.00 a ma f L142 5.23 S16°06'12”"E Ci 49.18 50.00 - [ot . oN / ~ 143 36.81 NO1°03'22"E C12 10.72 | 11.50 — : CENTERLINE CURVE TABLE Li4 40.37 S89°16'21”E Cis 10.72 11.46 CURVE Gi RPALHUS L15 A213 S43°4.3'35"W C14 10.47 10.00 250.00 16 3.84. | N2014'48°W ci5. | 10.48 | 10.00 300. OO L17 17.10 S88°56'490"F C16 10.30 10.714 USV| nn vnc, IMPROVEMENTS ROADWAY ISLANDS DPW cog CI onensceonscrint “ CZ eee ele ST. THOMAS, C 72.15 | 100.00 L18 23.56 | NO9°38’59"E ci7_ | 11.68 | 12.70 ON 23 & 23A / cis | 44.92 | 150.00 C19 46.95 | 30.00 : Cre C20 7.16 35.00 / Cai 37.91 | 266.00 if // / VESCARGOT aw Ug ~s Koy / — a _—— - 1. SEE DRAWING C2 FOR LEGEND, C22 | 6.25 | 3.00 [| RESTAURANT NON ~ B® ess / ~< 7 / ABBREVIATIONS & GENERAL NOTES. C25 | S171 | 116.00 // / RESTAURANT NN SS C24 6.68 3.00 ™ / / 7 PARCEL 12 NS 2. 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SO LE mn, wet en yet Ds i *, setae noc ss oe a we a PA a +, mM, TS aeerconeeni ener ncn m [ ~~. f a os ee vee va 12 m Bs, eonecntnadri pene mst pee we aX ™{ —_——- en aa ee ae ot ae Oe” a cen Cn , AQ Ne a. se O a es a as an (| a So Q — aa . . ms, — OQ. ae wn iS y* \ be ae 7 we \ Ze ms \ — a ent ne a, a Se \\ le aot a ae ne o—_— Foe enon ee aa / Gat wi 0 wo Nn, Q 0 eed af © mA ) 29 gee VQ 74m =~, ao ee et ae en ee Na Oy a —_— —— ~e none _ a= — # A OK LP a ee — aa a ee “ec sence reno ecaaaaalll EE © g Ve © a vow ae Moe ae ra fA a \ \ oael a LLB a oe ZN ~ a - \ x SO 4 +00 eon JN a, ee ie e — a coo ew cannon een ie — —~ + a nner ~ 4+ 5 oe y My fo oT > me, BOT \ f- — m a ee a an ——— > Li a /f _ . {oo — wee aa = ee om pre ene ee ern _— _ enn <> @ en oe erent _ H en O. > \q = center soe ner — eae 4 ee ene eon =O ~@ | [~>> a . ee OW ¥ | [| “tg foe a oe C) Oc a ae 42 PK vee cewene _—_— —_ <_{ O& oe mn a L— ee — Oz a _—~ NN a fon SSN TO —_ on™ oe _— , %y @\B ST een oo pe a en 5 a ono oN jw—_— ane ee 4 SEE DRAWING C , i. ? FOR i i. oN Al ey on eel eee es YO ey me re Oe — a ABBREVIATIONS & GENERAL NOTES. Gu _| We) ee — . - 434.54 / neers lat tat on a ese “ f-— a he fa 4 ae — SEE DRAWING C12 FOR TRAFFIC DIG NAL aa ~ HS SON —_— ‘, BAKE owed — ete Lut F “at ~— 8.604 eal SHO! ees vee CONSTRUCTION INFORMATION. - Y) ~ A ee PARCEL 2 ~~ } & 234 - A \ \ en <r — ge ae is = Li ae at, O ‘\ ~ gee oe . SPOT GRADES LABEL FLOW LINE ELEVATIONS ry SN NS U/ f™ , \ we a —_— a UNLESS SPECIFICALLY LABELED OTHERWISE. Oa sy, SS Se on ere wi ~~ Oy Sn XN se —— enone oe om Wu SQ ~ ‘ ms My, ees es a af wo 1G) we aN / — owen ween / \'ESCARGOT ~~ ; ~s ¥: SN Se oe a ae RESTAURANT OQ Sy) Mh een __— ——T —_ — f SA SQ ~- =} ~ oN. L ce ae von PARCEL 12 ON SS Ss, s SN. a aoe ee _—f SS . Ym, es a SSS SA AN No “a, Me, —_— _ f oN a eo 7 é OT en vo m, — AL YAPHIC SCALE “S, /~ ne Ngee en eee 4 W\ RY so, ae macnn enc ss ss “f ~ we 20 9 1G 20 60 novnsorn Mo SS GRADING & coven snes seeersornn, Se a DRAINAGE PLAN a ~— eo __ oN eve a vo omnes CENTRAL AIR INC-—~. ~<F 4 es eet ee" > — on | aN SN re Q— ( IN FEET ) . ene PARCEL 72 a se = Se eet ee ne ne ae en A inch = e@Q ft. Emenee el senna me a -—f ww neon oe = SS pareresene snnrnnsn ~~ ee eel aN —_ ae eee we sn, & an erence ae oe ef aovnas me, poorer a — — oe we So me ba sy {a és a — a a a — ae a SHEET 6 OF V7 nn eel f peo — cece ae a en oe pe Ss ~& ae a ee vA R1-1 Stor 3 M1—4 , R4—8 STA. 16+48.5, 25.0° LT. \ Waa eyo \ wen / scone" R4— VAS { M6—4 \\_ /48\2’x6' IPAINTED \cil/ CROSSWALK LINES \ (19 \18” SSL (W) , SS \ DELINEATOR (e\\ R3-8a | EL | 1 M2-1 ICT 2 PARCEL (TYP.) CH \\ \KCISTA. 164140.5 / \ 6 / - ATER WO ra IGHT TUR HWY Se \ oe : \ co ee / YIELD } \— \ JUTE oIGNS ™~ / R1O—12* ON GREEN “ ° ; : \ 7 - | ; AY OCW STA, 16 +34 74 REV. © ,) ~~ 4p a *) \ : \ [ \ NT GAA OO \ 4” SBL (Ww) \ \— ag \ 2x6’ PAINTED fi \ \— \C11/ CROSSWALK LINES \ a a > - \ Uh et : _ ‘ . — “ " a “ . me - o re ie 7 “ \— — ee - en | io es a Le a 7 : PON 4 SPA ON \ \ \— PAVEMENT MARKING CT \ ARROWS (TYP.) {PWD SHOWROOM \ PARCEL 17 \ \ , - <p f =e R&S MINI MART / KENTUCKY E —_ f = FRIED CHICKEN 7 po SY in4 & Me-4 ony \ So PARCEL 39 x © STA. 11425, / \ KON S | 17.5 RT f \ Lo nn eae = a \ IN s Qo oi ; - 18” SSL _(W) 49) STA, 0F62.5 Ci \ \ ~Q 4 ; \ a a DEPARTMENT OF PUBLIC WORKS OFFICE OF HIGHWAY ENGINEERING \ STA. 0+62, / \ 18” SSL (W) a\_ \, 180 LT STA. 11416 \c117 \_ * a ss a YAY ar — iT f mare t ons rn one fr PAINTED —“/ PAVEMENT MARKING LEGEND é ISLAND / 4 rN pe r= vp Ae SINGLE SOLID LINE (COLOR, Y=YELLOW, W=WHITE) Oo ‘ aheketeke © a 2 Nel Ne a rl el — Q@ J OLOR DOUBLE SOLID LINE (COLOR, Y=YELLOW, W=WHITE) ae : SINGLE SOLID W/ BROKEN LINE (COLOR, Y=YELLOW, W=WHITE) SINGLE BROKEN LINE (COLOR, Y=YELLOW, W=WHITE) DOUBLE BROKEN LINE (COLOR, Y=YELLOW, W=WHITE) Pe pan ein, pe USV| IMPROVEMENTS STA. 11+18, OK ISLANDS DPW ROUTE 33 ROADWAY Y) 18.2" RT. Se cc 5 fe |. SEE DRAWING C2 FOR LEGEND, ABBREVIATIONS & GENERAL NOTES. S Z a fN pf / ve ° a. - : AG a \ \reeg f { - ; pm ee . . - pn ae ene ee O <{ / DELINGATOR (8 ew Ws, LC _ 2. ALL PAVEMENT MARKINGS SHALL BE TYPE ”H” THERMOPLASTIC. r a u “4 — “s \ {— / /~ SS / LL 3 DRAWING C12 FOR PAVEMENT MARKINGS ON NORTH LEG OF INTERSECTION Zi i / / NN LOS R1-2 i —- O. URAWING Ci2 FOR PAVEMENT ARKINGS ON | < > OF INT J HON, “ Y) ~ es “4 Ne ‘ / [> . STA. 0+50, Nee 4 All WORK CHAI! RE cor ETED IN ACCORDANCE WITH THE veep ent © b— Lad a 180 RT << 4 ALL wore He BE COMPLETED IN ACCORDANCE WITH THE LATEST EDITION OF nade 4 7 , > Lu 5. OVE ALL EXISTING PAVEMENT MARKINGS WITH THE PROJECT LIMITS OW / RECONFIGURE AS SHOWN ON THIS PLAN. /{/ ff \"ESCARGOT PAINTED ; nee ee | = / RESTAURANT 7 ~ Sa 6. MATCH EXISTING MARKINGS AT LIMIT OF WORK AS SHOWN. ZF /y / - \ Me ALO \/ PARCEL 12 a ~ OTA OF ae 7. PAVEMENT MARKINGS SHALL BE APPROVED RETRO-REFLECTIVE THERMOPLASTIC <t MARKINGS AS INDICATED. PAVEMENT MARKING AND SIGNAGE PLAN FE CENTRAL Alf PARCEL 14 ( IN FEET ) linch = 20 ft. SHEET 7 OF 17 ava NOWedlydS30 “ABU 9rd asin Od 60/9Z/1 ‘Siva “TWoS Ag oo | Aa ud | ke S30 SINAWAAOYdWI NVINLSSG3d GNV S811 999L—PZL (OPE) XP4 © OGQV—LLZ (OPE) auCUY COBNG IAS “SOUIGUL “3S ° OF, ens — Guy yseg equas; Aysiy WYN Fis AYMQVOHN CS SLNON ‘Ou ‘seyeloossy 9 seuue| ‘ajAoY OB “Odel¥ | ‘GHHD 17 8 OF PROFILE LO9E99 ‘ON LOarOdd IASN “SVWOHL “LS Md@ SGNVISI NISXIA SHEET & q oy Co Cts i aa ooo) v6 & fe Ge Gb pee To 1. o§ €% : Neo i a) ns wy, a Nea? Hl . | Bed = ae eo ; - ons ; oS oy eye ' Seco! : ; i 708 | ‘ i S 6 . S " O 4 a Lol Hy aie ry Sigs H sii Nematic os =n @ = De ae? eet _ Pe) a “ CC i fo i) _ eyeryt SOL Sasnel S 7 S ae ey “ome LFS ed : fee — L \ as) \ \ \ | 2 t ee oF ¢ Loe 2 ‘ = — \ O'S — \ = e OZ “SOA Or'Z 0 .) & % oH O 10+ =) a) o OQ £g M EBLEV a FU. -§.00 DA \Projects\663601 Route 33 Sidewalic\ Dwg\ Currant\ Profiles.dwg , , P 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 \ EP Ne maw. | 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 ea) - Zz Lil = . ~ LI an| =o 5) Ak con <q oO Om -| OF ZY (aa <[ j= m= AO| Rx 2S <—t = oO Z Li ‘onu - Yin) Dw S Oo Cw Q Zz <[ 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 | —_ | a, = | 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 _ A-3 an a 2 F — | —~ ma G2 { CONSTRUCT PEDESTRIAN 20 . wemememeceemerenecrcanerermnmr, atts serene st, tnt 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 . (ee ie ay << LARS OO /, ne 3 p Pees ae U4 < 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 ” — Zz Lud _= _ LJ S| t> AWN Fw wn <q Oo OQ -| oe ZY ow < j= wm = NO wy < 2S = Zz Lu Kw 20 > LJ ro Q Z <—{ 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° TRAFFIC SIGNAL DETAILS DoE ad ee ee 3 Sldewalk\ Owg\Currant\ Signal Detolts.dw 3Lvd “dev 4a ‘OID NOLIN OS3SG 8% “ASS ora gsi Ag “OMHO Ag "ua OVd : he saa 60/97/1 ‘aLwG SudIIsS “SANVN Sd ZOBOO IASM ‘SDWOUL IS ° OL sung — Suyy ysog “Zequeg Aysin Q99L—PLL (OPE) XO4 * OSOP—ZzZ4 (OPE) aUOUg SLININSGAOUdNI NVIYLSIG3d AUNV AVMQVOU Fe ALNOY LO9S99 ‘ON LOSrOYd ‘oul ‘seleloossy 9 Jouue| ‘ajAoH IASA Md@ SOQNV1SI ‘SVWOHL “LS NIDGIA CROSS SECTIONS 17 SHEET 6 oF ee 16 12 Existing! Drive LNSWASVS “LSNOO— { f | | | ae | | | | 40 avasv3 ge inawasva | ES “Tree “Exist: LNAINSSV3—~ ~eee “LSNOD HOM FON | — 4SIKA | | 40 “ 16 40 MOY —— --—— Ps, _ Pr OS'LL peepee pee LNaWaSW3— — —- erence seamen ret emnaie mune sti iene erm tnt cme ed IN3NESV3 sy "LSNOO— — 4 LNaWaSV3- 40 “LSNOD- MOY — == 154+66.05 a4 112 t 40 YO A. [. 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CB 164+37.23 ! ee INWASV3S = “LSNOOD 3 ees] a x al | : : 5 cs | cn i elec econ Paterno = = 7 ~ wee tot fics meee ens pent mene tet cement seen nett enn en ft : : em i } : } ol ') 3 es oO = 0 16 r al Le 7 4 16, 98 0 Te. 24 325 24 i { 1 36 =p re) fm Od pies essa 16 2 28 © Si l | t ; [ I | 28 28 24 20 { 20 1 38 4 QO 6 24 a — 40 40 ing. i Existing. ! Build | [ i | | Lnanasva ! MOY gy | po MOY —~- = +H LNQWaSVa ina, | "LSNOD- — = = = | | | MOY —— ~ - ——3)) 20 20 20 20 ‘Mol~ — $9°0Z4] ; i) ag | ‘ : 2 { ‘Somcrer = eect an : : : ae : ~ —— . : - cee cee + wr cmaelomeed ? Se Ce oe nae Sab ad 15+50 “5 15+07.27 15+00 14+34.89 ~20 20 -20 MOY LNANESYI po LNWaS¥3a—— — LNaWasva— — —! ISNOD : LNaNaSv3a—— —+- “1SNOD. ‘LSNOD “LSNOO he 40 ~40° ~40 Existing Drive —40 _ Existing: Drive | { | ia | | | =~ fat si & 20 8 4 20 16 28 24 20 is) iO é ) an 6 28 | 63605-1000 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