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HomeMy WebLinkAboutN 7th Ave - Tamarack St vrJ AS. GLEN R( `P l " 1 I q,, THAT OCCURRED DURING CONSTRUCTION. CHANGES SHOWN REFLECT INFORMATION THAT WAS PROVIDED TO THE ENGINEER BY OTHERS. A ILI CITY OF BOZEMAN PROJECT NO . 94 - 307 a HaE �uEE. oeNlai'.,'. a RI ANE I Y � INTERSECTION IMPROVEMENTS 1 PHl�PS CLN U ` Y � LA-Rf[L-D` DA._.. .. I Q RU JUDITH N(A ROSEBUD NORTH 7TH AVENUE TAMARACK STREET pCOC W GALLATIN COUNTY lDEA"`"HEA ''I I`Y` BOZEMAN, MONTANA I s PARK I I V tI ok 1 m o v THIS PROJECT c Q> l o w o O O O f 4 m C o m� o Y,, RECORD DRAWINGS O s O U O L U < W W ._ V1. -'I DESIGN DATA N � R - I( THIS PROJECT Tamarack North 7th A.D.T. = 1995(96) = (5,250) 23,000 z A.D.T. = 2015 = 5.250 23,000 V (D Q 7© D.H.V. 578 2,530 Q — z ` fl® ❑O - �_ — _ _ �_ D. 60-40% 55-45% w ALL TRUCKS = 3 7. QCZ Qz o � --OC�L(�1L]LI.JaOn ' OCIn®�GY7 V z rl� a°° 10 TABLE OF CONTENTS AL LLJ !j�210111 HM ui w O o©onn ROAD PLANS 0 ~ m bEll j SHEET N0. z sarE j IVERSI - e I• , � TITLE SHEET 1 TABLE OF CONTENTS 1 F NOTES 2 a) LINEAR & LEVEL DATA 2 �o SUMMAR IES 3 U ASSOCIATED PROJECT ID. DETAILS 4- 6 a)o N. ' INTERSECTION DETAIL 7 4 f� Q H SIGNING PLANS S 1 -S3 Ln RELATED PROJECTS �^;a � �m•�A� Ln SHEET a ELECTRICAL PLANS E1 - E7 1 OF 7 THIS DRAWING HAS RFFN RFVISFD TO REFLECT CHANGES CLARIFICATIONS THAT OCCURRED DURING CONSTRUCTION. CHANGES SHOWN REFLECT INFORMATION THAT WAS PROVIDED TO THE ENGINEER BY OTHERS. a � 0 � J NOTES LINEAR & LEVEL DATA Y QI U Z_ BASIS OF PLAN QUANTITIES BEARING SOURCE NON-SHRINK BACKFILL WEIGHT = 3, 912 LBS. PER CU. YD. o COMP. WT. OF PL. MIX SURFACING = 3, 855 LBS. PER CU. YD. BEARINGS SHOWN ON THESE PLANS ARE BASED ON W ASPHALT CEMENT = 6. 0% WT. OF PL. MIX MATERIAL TACK = 0. 1 GALLONS PER SO. YD. CITY OF BOZEMAN NORTH SEVENTH ADDITION MINERAL FILLER = 1. 5% WT. OF PL. MIX MATERIAL BLOCK MONUMENTS: SW BLK 3 AND NE BLK 2. 10 SPECIFICATIONS BEARING IS S89° 42' 1 3 " E, DISTANCE = 507. 01 ' tit O U � 2 THE BASIS OF SPECIFICATIONS FOR THIS PROJECT SHALL BE SW BLK 3 MONUMENT IS LOCATED AT STA. 1 +00, 4 MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS ), CENTERLINE OF WEST TAMARACK STREET. THIRD EDITION, OCTOBER 1988; AND ADDENDUM NUMBER ONE c 0 TO MPWSS. THE CITY OF BOZEMAN MODIFICATIONS TO MPWSS THIRD EDITION, MARCH 1996 SHALL ALSO BE IN EFFECT. �m NE BLK 2 MONUMENT IS LOCATED AT APPROX. 0 0> . STA. 6+07, CENTERLINE OF WEST TAMARACK o3 �� WHEELCHAIR RAMPS STREET ( EAST OF THE PROJECT LIMITS ) . TO BE LOCATED AS DIRECTED BY THE ENGINEER (SEE INTERSECTION DETAIL SHEET ). TO BE INCLUDED IN THE BID PRICE FOR CURB AND GUTTER AND SIDEWALK. SEE f - SIDEWALK CURB RAMP DETAIL SHEET. LEVEL DATUM SOURCE UTILITIES ELEVATIONS SHOWN ON THESE PLANS ARE BASED ON 224 FIRE HYDRANT BENCH NO. . IN AREAS WHERE UNDERGROUND UTILITIES ARE SHOWN ON THE CITY OF BOZEMAN DATUM, YZ PLANS NEAR CONSTRUCTION ZONES, THE CONTRACTOR SHALL USE ELEVATION = 4765. 94 Q (D z EXTREME CARE IN EXCAVATING AND BACKFILLING OVER OR ADJACENT TO UNDERGROUND SERVICE LINES. THE CONTRACTOR SHALL CONTACT Q W F_ "ONE CALL" 1 (800)424-5555 FOR LOCATION OF UNDERGROUND FIRE HYDRANT BENCH NO. 224 IS LOCATED ON THE SE 2 p z UTILITIES. SEE SEC. 107. 19 OF THE STD. SPECIFICATIONS. CORNER OF THE INTERSECTION OF N. 7TH AVE. AND p W. TAMARACK ST. THE NUT FOR USE AS THE BENCH ZO 2 CONCRETE SIDEWALK ELEVATION MEASUREMENT IS STAMPED ON THE HYDRANT. � �- z ADJUSTMENT TO SIDEWALK AND/OR CURB GRADE MAY BE DIRECTED ^ W Q BY THE ENGINEER TO MATCH EXISTING TOPOGRAPHICAL FEATURES. ALTERNATE LEVEL DATUM CAN BE OBTAINED FROM THE _ W � LU WHERE NEW PAVEMENT OR DRIVEWAYS MEET EXISTING BONNET NUT OF THE FIRE HYDRANT ON THE SOUTHWEST cr H N O IMPROVEMENTS, THE MATCH LINE WILL BE SAWED (OR BY USE CORNER OF OAK STREET AT NORTH SEVENTH AVENUE. O Z m OF OTHER MECHANICAL MEANS ) TO A NEAT LINE AND DEPTH ( CITY OF BOZEMAN BENCHMARK #228 ) Z AS REQUIRED TO HAVE A SMOOTH AND NEAT FACE. NEW SIDEWALK SHALL BE CUT AT EXPANSION JOINTS TO MATCH CITY DATUM = 4748. 067 CU EXISTING SIDEWALK. 1 CU MISC. TO BE MOVED OR REMOVED BY OTHERScn a� ALL PRIVATELY OWNED SIGNS IN CONFLICT WITH CONSTRUCTION ON PUBLIC N RIGHT-OF-WAY ARE TO BE REMOVED BY CONTRACTOR AND SALVAGED J TO THE OWNER WITH COST TO BE ABSORBED IN OTHER ITEMS. ALL Z CITY AND STATE OWNED SIGNS TO BE MOVED OR REPLACED BY CONTRACTOR. 06 L_ THE POWER POLE AND FIRE HYDRANT ON THE SOUTHEAST CORNER cB N OF THE INTERSECTION ARE TO BE MOVED BY OTHERS (POWER POLE c_ BY MONTANA POWER COMPANY, FIRE HYDRANT BY THE CITY OF BOZEMAN ) J UNLESS OTHERWISE NOTED, ALL OTHER ITEMS WITHIN THE R/W AND/OR CONSTRUCTION LIMITS SHALL BE MOVED BY CONTRACTOR. ^ 1 � THIS DRAWING HAS BEEN REVISED TO PFFI FFT rF'ANrF' r' TI',4T rr`1InRFr) O RIN" `nyeTR' ('T 'IN, CHANGES SHOWN RFr-I FCT INFORMATION THAT WAS PROVIDED TO THE ENGINEER BY OTHERS. o \ co SUMMARY Y m Q SURFACING AGGREGATE CU. YDS. TONS N � STATION CUBIC YARDS HOT w U FOR NON- I%t' CL.M-3000 PLANT IX REMARKS Q a SHRINK CRUSHED ASPHBASE CONCRETE CONCRETE w FROM TO BACKFILL COURSE PAVEMENT rr 13+45.4 14+74.2 N. 7TH MEDIAN CURB REMOVAL IB 9.6 NORTH APPROACH 15+93.9 16+34.4 N. 7TH CURB RETURN WIDEN 16 8.6 LT. (S.E. CORNER) 16+23.5 16+38.0 N. 7TH MEDIAN CURB REMOVAL_ 2 1.0 SOUTH APPROACH 1+63.3 1+97.1 TAMARACK APPROACH CLOSURE 7.6 7.6 CONCRETE PKG. SURFACING LT 3+05.2 3+45.2 TAMARACK APPROACH RECONSTR. 17.7 17.7 CONCRETE PKG. SURFACING LT o \ M Tw M W N TOTAL 36 25.3 25.3 19.2 �w C C O O w m O V r CONCRETE STRUCTURE` MEDIAN CONCRETE CURB* & MEDIAN CAP*- c, °m3. oz o ow LINEAR FEET CUBIC YARDS SO. FEET _� 0 3 LL N Q W STATION STATION NEW REMOVE 1'112" 3" CLASS o o EACH REMARKS MEDIAN CURB MEDIAN CRUSHED "DD" RED. REMARKS CURB BASE BRICK STAMP FROM TO FROM TO TYPE A TYPE B COURSE CONCRETE iIA 2+99.7 3+05.2 1 TAMARACK PKG. LOT STRUCT. LT. 13+45.4 14+74.2 _ 130 130 0 0 - --- 16+23.4 1 7+74.4 1 75 168 I I 4,752 -- - TOTAL 1L SEE DETAIL SHEET 6 TOTAL 305 298 I1 4,752 i SEE MDT STANDARD DRAWING NO. 67 �K-1R SEE DETAIL - SHEET 6. SEE SPECIAL PROVISIONS. Z U (DQ SIDEWALK CONCRETE CURB ANDFEET GUTTER & RETAINING WALL* = U) < S0. YARDS SD. FEE NE L Q UJI r C Q STATION CONCRETE SIDEWALK SIDEWALK STATION G Z REMOVE 4" 6" WIDTH REMARKS REMOVE CONCRETE CONCRETE SIDEWALK CURB AND CURB AND GUTTER RETAINING WALL* REMARKS GUTTER O O FROM TO LEFT RIGHT LEFT RIGHT FROM TO LEFT RIGHT LEFT RIGHT 15+32.3 15+53.5 207.0 N. 7TH CURB RETURN, INCL 2 DIAG. CURB RAMPS 15+32.5 __I5+46.5 14 14 TRANS. & LAYDOWN CURB_FOR PERP. CURB RAMP 15+32.5 _ 16+18.5 493.2 4.5' N. 7TH, INCL. 2 PERP. CURB RAMPS 15_+32.3 _ 15+53.2 28 28 TRANS. & LAYDOWN CURB FOR DIAG. CURB RAMPS G 16+03.5 _ _ 16+34.4 267.3 _ N. 7TH CURB RETURN, INCL. SINGLE DIAG. CURB RAMP 15+52.7 15+94.1 _ 41 41 REPLACE LAYDOWN CURB FOR APPROACH CLOSURE U Q 1+60.0 2+00.3 44.4 399.6 10' TAMARACK, APPROACH CLOSURE _ _ 15+94.4 _ 16+34.4 74 63 CURB RADIUS WIDEN w C 3+05.2 _ 3+_14.2 10.0 90.0 10' TAMARACK, CONC. APRON FOR APPROACH RECONSTR. _ 16+04.5 16+18.5 14 14 TRANS. & LAYDOWN CURB FOR PERP. CURB RAMP U G 1+33.7 _ 1+38.0 4 4 REPLACE_LAYDOWN CURB FOR APPROACH CLOSURE ILu 1+60.0 2+00.3 40 40 31 REPLACE LAYDOWN CURB FOR APPROACH CLOSURE SUBTOTAL 474.3 493.2 489.6 3+00.2 3+14.2 14 14 TRANSITION & LAYDOWN CURB FOR APPROACH r W N _ 0 ~ 0 TOTAL 54.4 967.5 489.6 c Z Zm r, SUBTOTAL 1 145 73 1 31 TOTAL 229 1 218 31 4L SEE DETAIL - SHEET 6. L CU PAVEMENT MARKINGS REMOVE PAVEMENT MARKINGS E ITEM TOTAL E INTERIM FINAL REMOVE WORDS & SYMBOLS, PLASTIC-SO. FT. 181 r^ ITEM UNIT TOTAL REMOVE 8" STRIPING, PLASTIC-LIN. FT. 200 V, APPLICATION APPLICATION REMOVE 4" STRIPING, PLASTIC-LIN. FT. 105 REMOVE PAINT STRIPING - LIN. FT. 1,020 > 4� YELLOW PAINT GALS. 4.7 4.7 WHITE PAINT GALS. I.I I.I -- WHITE PLASTIC - 4" LIN. FT. 846 846 - CU WHITE PLASTIC - 8" LIN. FT. T22 722 WHITE PLASTIC - 24" LIN. FT. 113 113 ry WORDS & SYMBOLS - WHITE PLASTIC SO. FT. 120 120 LJ YELLOW PLASTIC - 4" LIN. FT. 1,371 1,371 YELLOW PLASTIC - 24" 1 IN. FT. 31 _ 31 S•I IFFT 3 THIS DRAWING HA' nFFN ,FV"Fn Tr r,FF' Fr'T CHANGES R C_ARIFICA-;')V� TnnT nrr1IPRF^ DUPING r(.NSTRLIrTION. CHANGES SHOWN REFLECT INFORMATION THAT WAS PROVIDED TO THE FNGINEER BY OTHERS. a � o m a Y NEW 6" CONCRETE PAVEMENT 4 SAWCUT EXISTING PAVEMENT. m a MATCH WITH NEW 4 (I8" #4 DOWELS, 12" D.C. I z ' SAWCUT EXISTING ; PAVEMENT. zo �a MATCH WITH NEW N p � o ¢ K GRADE BREAK ITYP. I (NO JOINT) COMIBRCiA OR/YEN.1 Y - i - NE'M/97H=-, EXPANSION JOINT `^ r EXPANSION JOINT / /7 OPE `n m S r � O o y s / EXISTING �o ram` ENTRANCE o a 4 ti ISLAND C C O O I m Lam—5' - EXPANSION C OC m O o _ -. JOINT o z C)3 LL N Q W PNN`- I'.:`•� I`I ION-.. riWl INS EDGE PAVEMENT_j TAMARACK STREET DRIVEWAY APPROACH /SIDEWALK TRANSITIONS - ADJACENT TO CURB DRIVEWAY APPROACH RECONSTR. City of Bozeman Standard Drawing 02529-5 4 NO SCALE U z U) Q z azo I. Lt —tt 4 REBAR 12' 0.C. — BOTH WAYS Z �.,. n U Q PORTLAND CEMENT W C I CONCRETE PAVEMENT w TT U C 3000 PSI MIN. 11 c w - _ I 28 DAY COMP. STRENGTH I N LLI cc 1.-- O OM FLAREU LANDING 40'0"4' - RAMP Q� C6 SECTION A FLARED NEW 6" CONCRETE PAVEMENT 4 P o SIDE NO SCALE q Q Q (n SIDE WAI K >� Q WARPED SIDEWALK - NORTH 7TH STA. 15+33-15+46 & 16+05-16+18 RT. Scale: none 4 4 L THIS DRAWING HAS BEEN REVISFI) rFF rr1 r-AN-r r grlFlrr.T'�N•;. I+, rrrl1-PFr ^URING CONSTRUCTION. CHANGES SHOWN REFLECT INFORMATION THAT WAS PROVIDED TO THE ENGINEER BY OTHERS. w4O m < \ O m DETA � S a � � Y m ¢ Z 3 z ¢ U � N p y O O K 4 -0' MIN. 4'-0" MIN. '^ LANDING AREA 5'-0" MIN._.RAMP LANDING AREA 5'-0"_MIN._RAMP LANDSCAPING LANDING SLOPE CONCRETE SIDEWALK GUTTER F1 OW LINE LANDING SLOPE CONCRETE SIDEWALK GUTTER FLOW LINE 1:50 (2%) ':50 In ._ 10 I SIRLET �_- _.--.. - - 10 STREET \z N _ l\ a) In w p WASHED GRAVEL \ C r 0 w L AYDOWN CURB `WASHED G?AVfI -Ji o m a In LL LAYDOWN CURB C C SECTION SECTION m a > Scale: none 5 m 0 o r + Scale: none 5 C C m 0 o o z o o w RAMP kAMr FLARED SIDE 4' 0" FLARED SIDE FLAHEU SIDE 4' 0 F ARLD SIDE TOP-OF-CURB TOP OF CURB 10 GUTTER FLOW LINE I LAYUOWN CURB \GUI IER FLOW I INC I AYUO'OVS l�F Z FRONT VIEW FRONT VIEW Q e Z Scale: none CQ LU � z G O NOTES: - O I. THE SURFACE OF THE RAMP SHALL CONTRAST 7 VISUALLY WITH ADJOINING SIDEWALK SURFACES. PREFORMED EXPANSION ,:DINT FILIFR� L THIS SHALL BE ACCOMPLISHED WITH AN APPROVED LEND OF CURB RADIUS EA. SIDE. I,I,\ U RED-COLORED CONCRETE TO MATCH MEDIAN CAPS - < ON NORTH 7TH AVENUE. w 2. SLOPE =Y:X, WHFRF X IS A LEVEL PLANE. W U ' ) LJJ y N w LANDSCAPING IV v�"92o \p�,t,P C, L O O r C i z m — .v � N' �P� �o BACK-OF-SIDEWALK `v v- 9y So`� Ur1 iLARED ��- CONTRAC1ION JOINTS 'IF i o SAFRE O E S S.�4. •C� NIS SIDEWALK QF'\. \ a.� I. THE SURFACE OF THE RAMP SHALL CONTRAST F' VISUALLY WITH ADJOINING SIDEWALK SURFACES. °' co THIS SHALL BE ACCOMPLISHED WITH AN APPROVED Q RED-COLORED CONCRETE TO MATCH MEDIAN CAPS ON NORTH 7TH AVENUE. w 2. SLOPE =Y:X, WHERE X IS A LEVEL PLANE. TOP-OF-CURB F Cu w DIAGONAL CURB RAMP r3-� PERPENDICULAR CURB PERPENDICULAR CURB RAMP Scale: none 5 Scale: none 5 , LL 5 -- --- , JIF THIS DRAWING HAS BEEN REVISED TO REFLECT CHANGES & CLARIFICATIONS THAT OCCURRED DURING CONSTRUCTION. CHANGES SHOWN REFLECT INFORMATION THAT WAS PROVIDED TO THE ENGINEER BY OTHERS. m �m o � DETAILS � J a � a cb a Y m Q 7 NON-SHRINK BACKFILL MIX: NEW OR EXISTING MEDIAN CURB** MEDIAN CAP* In are i nt Weiaht/C.Y, Z Cement - 0.45 sack 42 lbs. Max. Water - 39 gallons 325 Ibs. Alr lentrappedl 1.5% p Course Aggregate a > 1 I" max. size 57) 1 700 Ibs. w cr o Sand (ASIM C-33) 1845 Ibs. o 3912 Ibs. w NOTES: NON SHRINK BACKT ILL SHALL 8E USED IN ALL PAVED AREAS v' NON SHRINK BACKFILL SHALL BE POURED TO WITHIN 4` OF THE ASPHALT SURFACING AND ALLOWED TO SE A MINIMUM OF THREE �n 0.25' 0.40' COMP. PL MIX BIT. SURF. T11.N. " (0.33' ) PL. MIX SURF. HOURS PRIOR TO PLACING ASPHALT. 13' RED CONCRETE MEDIAN CAP W/ BRICK STAMP* -- -0.50' COMP. PL MIX BIT. BASE SHRINK BACKFILL (SLURRY) —3" CRUSHED GRAVFI BASF m z a IF THE ASPHALT IS N07 PI ACED THE SAME DAY, SLURRY SHALL M 0. !b' COMP. CR. BASE SURF. TOP OF NEW OR EXISTING PAVEMENT a' ti O BE POURED 10 THE TOP OF THE ASPHALT, AND A MINIMUM OF - o REPLACEMENT DETAIL O w � 1HREE HOURS CURING TIME PRIOR TO PERMITTING TRAFFIC ON iK SEE SPLCIAL - o !EXISTING PAVEMENT SECTION FOR PAVED AREAS PROMS ICINS a v o THE SLURRY. PRIOR TO PLACING THE ASPHALT SURFACING, 4" OF SLURRY MIX SHALL BE REMOVED AND THE EXISTING PAVEMENT �Ff SEE MDT STANDARD o m a In MAINTAIN EXISTING SLOPE. SQUARE CUT TO A MINIMUM OF ONE FOOT BEYOND THE TRENCH MAINTAIN EXISTING SIO_P_F_S DRAWING NO. 67 I-FINE. C C ASPHALT EDGES SHALL BE TREATED WITH A TACK COAT PRIOR N W TO PLACING THE PERMANENT PATCH. D m To 0IF m PAVEMENT SECTION — NORTH 7TH AVE. A MINIMUM OF FOUR INCHES OF HOT ASPHALT SHALL BE USED MEDIAN CURB SECTION — NORTH 7TH � _ o m 0 FOR THE PERMANENT PATCH. COLD MIX ASPHALT MAY BE USED o 5 o s �` x Scale: none 6 AS A TEMPORARY PAT, NIL HOT MIX ASPHALT IS AVAILABLE. Scale: none 6 w i NEW 4" REINFORCED CONCRETE CAP (6X6X10 GAUGE WIRE MESH) POURED �3,• aft IN PEACE AROUND POLE BASE NEW 6" REINFORCED CONCRETE WALL (#4 REBAR PLACED O 12" LAEF 1,-,POURED IN PLACE TO 1?' ':I-e� ��+:'- MATCH TV. OF EXIST. N.2: I I I 1 LIIF' _ S—,A Ana Malcr WALL; FILL W/ DIRT TO WIHIN 5' OF IOP� —���\ Lxlsting Po--nt NTRANCE ISLAND NOT PLACED. 6" CONCRETE RETA \ — _ 'NALL INSTALLED INSTEAD. PRIVATE LIGHT POLE 3+I I.5 1 T Ah'," V'I'T R".r- ^,ND 'A'?,� T.I _ � � 6" RETAIN IL � ANER. / /i% �`�� WALL Ilk i (n HI:'� t INSUMMARY Uf MA IrRIALS I•.':FD IN LJMP SUM BID i( W IlniT nlii LA I Cy 18.5 0 CY 3.I —7 L r,AL 0.4 < -I!I d'^. W JCL \ purer t, labor U) C = CCuj Pr'I. m � 0 QO.." 0zm Z — Cn Q� a U O U NEW CONCRETE POLL •+- VERIICAL FACES OF ENT__RANCE ISLA_ND — TAMARACK 0 U) O STA. 3+03.2 - 3+08.2 LT. ':Scale: none 6 (1) If Q -Q 0- 4— L Q IN'..'�,I f. 'A 1'11' ild I`,'.I SIW REINFORCED CONCRETE RETAINING WALL MAT.- - I � I 'I i>l4 REBAR P�ACEL` Ill 12" O.C. EACH WAY) . b fnlnl (MATCH HEIGHT AND GRADE OF ADJACENT WALLI �[ /—NEW 4" CONCRETE SIDEWALK E U NEW 6' CONCRETE PARKING S;)RFACF ,MATCH GRADE OF NEW FULL-HEILFI Q� C EXISTINCZ G CONCRETE-- (MATCH GRADE OI AUJACL NI EXISTING L011 � __�%!iJACTNT SIDEWALK)WALK> CONCRETE CURB E, GUr ILk _ -. Co PARKING TO SURFACE _—__— __. - - - - (� _ La ---- --J -\-- C E —•jam —,-- —s—+-- - 1 1/2" 1-) CRUSHED Cu —— BASE COURSE i 3" MIN. THICKNESS MA i,H EXISTING SURFACE 1 1/2" 1"1 CRUSHED E' AT EXISTING JOINT - BASE COURSE WEST TAMARACK STREFT n" MIN. THICKNES', I MATCH EXISTING SOFWAtK AND CURB AND GUIIEH SIATION 1+80 ALONG TAMARACK AT EACH SIDE OF CI OS FD APPROACH. MAICH NEW CONCRETE PARKING SURFACE TO APPROXIMATE APPROACH CLOSURE — TAMARACK FI EMATI°" A"° GRADE DE EX15,ING PARKING L°' SURFACE ON UTHCR SIDE OF RA'SCO CUR STRUCTURE S. STA. 1+60.0 - 2+00.3 LT. Scale: none 6 h ,`ING HAS BEEN ED TO REFLECT CHANGES & CLARIFICATIONS THAT OCCURRED DURING CONSTRUCTION. CHANGES SHOWN REFLECT INFORMATION THAT WAS PROVIDED TO THE ENGINEER BY OTHERS. d A MATCH EXIST. MEDIAN CURB II STA. 1 3+45. 4 < �, u 8. 1' RT. m a II Ro II-1 4+00 z p 3 o � II „•t1 � o U t h I EX. R/W vTi I . - RECONSTRUCT MEDIAN III + STA. 1 4+4 1 5 v (LENGTHEN TURN LANE) 3. 9' L T. m m i m � v O N m W b C STA. 1 4+T4. 2 f 13 OWNFR. 3. 9' L T. STA. 15+f3. 5 N. 7TH - ZO vm � ` _ REPLACE CONCRETE T STRUCTURE 7 O m STA. 0+50. 0 1 AMARACK C° °m 3 o o z o o w 1 E 100 STA. I+60. 0 + TR. P T. m" 03 " � 20. 0' I T. o DRIVEWAY APPROACH RECONSTRUCTION STA. 1 5)32. 3 APPROACH PERMIT + T + I STA.-- 1 5+32. 5 I • 43. 7' LT. CLOSE PRIVATE APPROACH�B\ _ _ 45. 0' RT. STA. 15+5 . 2 STA. 2+00. 3 /I �(\ STA. 15+46. 5 E 7 \ /w 56. 3' LT. STA. 3+0'. 1 19. 8 20. 0' LT. A. 45. 0 R I. '\ _ Ex. R/W 19. 8' LT. L r T REMOVE 6 ' �"�� _%. , - L SALVAGE 1 LUMINAIRE BLDG. 4 L.IO PT. R W i w, --90 W 0. <' xnrr � o.yhS - -- 0 - - g.S- - -- O OQ Y Z R" wDiIL + + U (D Q CLOSE PRIVATE APPROACH Ew NEW - tTrv' AFST TA c Q - Z /, CURB i vs-- SIDE ;y' 1' 20 01' '^ All GUTTER Suj JJ EDGE OF CONCRETE- I rPt ITrPr. �wia` SPeCEw - STA. 15+94. 1 I ��I iTrpRITE Z F 45. 0` RT. '`� F 11 Q Z O STA. 16+04. 5 L+00 7 -- O 45. 0' RT. �. / RE ET STA. I+38. 0 •.Ex. R/W - - �PERPENDICUABi / BY EOTHERSI 2O. 9 RT. -E\ x, R/µ Z PUBLIC C RB RAW IT PI '. ��/ lR..RESET CLOSE PRIVATE � STA. 3+79. 8 ^ U Q STA. 16+18. 5 - I / EIlRE HYDRANT APPROACH �� END PROJECT W C 45. 0' RT. /J ; � STA. 15+94. 4 U W STA. 16+24. 0 II N .I '40, 83. 8' LT. - 0. 2' LT. II 6 W cr Lu N STA. IF+38. 0 4-N / 16+34. 4 STA. 16+34. 4 Q O riI oc. M 4. . 8' L T. 83. 8' I T. Z Z m I STA. 16+26. 4_ 3'STA.- 3. 9' LT. STA. 16+26. 4 3' R PT. 2. 0' 1 T. 14 (ELIMINATE SE U N LANAN E14' EX. O " . EX. R/W co 1 1 00 (n W Q�C) ul c: u II II I II SHEET W 4 G MATCH EXISI. MEDIAN f-I_IRR STA. 17+74. 4 IIyI' II 6. 9' L T. nRAWIN IA' rFfN rF'Vl'F, TO RFFI-ECT CHANGES & CIARIFICATIONS THAT OCCURRED DURING CONSTRUCTION. CHANGES SHOWN REFLECT INFORMATION THAT WAS PROVIDED TO THE ENGINEER BY OTHERS. F a � 2 J d J L7 SUMMARY m J 'N LOCATION AND SPECIFICATIONS SIGNING & DELINEATION QUANTITIES z HEEL '` �' .� SIGN PANEL (SO.FTJ TIMBER POLE STEEL POST ICN- ;UID g cr SHTG O 2 =O• O O P J?V O � �?��P 2~ v i`�'� pPJ ti J ?J. ��?J1 c e� Q v tiJ �` P,ak'� -�� 04, a- o MATERIAL 101 AL UN1I a o� �� o�oJ�o�= eQ �v\ ee eeo�Qom eoh J�o� Jae e�J`� J`rve`J�e�ee �° �° Jy:J`yaoyv�oe SIGNS-SHELT ALUMINUM-REFLECTIVE SHEETING I SO. FOOT N SEVENTH AVE - N SIGNS-SHEET ALUMINUM-REFLECTIVE SHEETING III 2G.5 SO. FOOT 16+35.2 R7-2 REUSE 2-0 10-0 7 0 3 0 43 ♦ I REUSE FROM STA 16+60 LT SIGNS-ALUMINUM SHEET INCREMENT SO. FOOT Q OVERLAY-SHEET ALUMINUM SO. FOOT 16+20.IRT OHD-3 66"xl2" III III MOUNT ON ST ARM W 5.5 DHD-3 = W TAMARACK ST \g POSTS STEEL "U" POUNDS 15+30.7 OHD-3 66"xl2" III III MOUNT ON MOST ARM , 5.5 OHD-3 = W TAMARACK ST POSTS METAL "U" DELINEATOR LINEAR FT. 15+18.6RT R7 10 REUSE 2-0 2T U EO j 10-0 7-0 3-0 43 ♦ 1 REUSE FROM STA 15+44 RT c Q o w POLES-TREATED TIMBER-BARN-3"TOP )6 LINEAR FT. - - 2) �•5 o m a N LL 3+45.9RT N5-I 48"X2 " 2-0 2-5 D TUB 9 B 1 0 3 0 186 REUSE FROM STA 13+14 RT POLES-TREATED TIMBER-BARN-4"TOP ,6 LINEAR FT. -- __ POLES-TREATED T IMBER-BARN-5"TOP 4 LINEAR FT. 0 0 POLES-TREATED TIMBER-BARN-6"TOP 6 LINEAR FT. o o y m POLES-TREATED TIMBER-CLASS 4 LINEAR FT. 0 o z a 3 POLES-TREATED TIMBER-CLASS 3 LINEAR FT. POSTS-TUBULAR STEEL 423 POUNDS POSTS-STRUCTURAL STEEL POUNDS W TAMARACK ST - OVERHEAD STRUCTURE-METAL-CANTILEVER LUMP SUM i 0+00.5 OHD-3 60"X12" III III MOUNT ON MAST ARM 5.0 OHO-3 = N SEVENTH AVE /�" OVERHEAD STRUCTURE-METAL-BRIDGE LUMP SUM T 1+06.1 ®R72" 3 REMOVE I 121 SIGNS OVERHEAD MOUNTING BRACKETS-METAL_ LUMP SUM 2" SO R7-105 = NO PARRIRG-M i+q2.5 12"x18 III 2-0 10-07-0 3-0 1.5 43 ♦GUIDE POSTS EACH - 2T DESO SIDE OF STREETHIGHWAY TRAFFIC STRIPING WHITE GAL. (5) T1+58.036"X30 111 2-0 T II-0 7-0 3-0 7.5 65 2 R7 105 = NO PARKING TRIS HIGHWAY TRAFFIC STRIPING-YELLOW GAL. !Sl 2+63.0 RT R7 2 12"x18 III 2'0 TUBE 10-0 7 0 3-0 1.5 43 ♦ _ _ IDE OF STREET WORDS & SYMBOLS _ V Z Q DELINEATOR-DESIGN A EACH Q (n Q DELINEATOR-DESIGN B EACH Q W lroga DELINEATOR-DESIGN C EACH G 0 Z DELINEATOR-DESIGN D EACH Q Z CO DELINEATOR-DESIGN E EACH O G DELINEATOR-DESIGN F EACH z DELINEATOR-DESIGN G EACH DELINEATOR-DESIGN H EACH ^ W c REMOVE SIGNS-GUIDE EACH F = W RESET SIGNS-GUIDE 1 EACH w IN MISCELLANEOUS WORK LUMP SUM O O BARRICADE-TYPE LINEAR FT. - - III c Z co REMOVE SIGNS 3 EACH TOTALS 26.5 �23 3 I Z — RESET SIGNS EACH RESET DELINEATORS* 2 EACH �cn ca SEE SHEET S2 FOR MOUNTING DETAIL. SINGLE SQUARE TUBE REQUIRED. TELESCOPED SOUARE TUBES E - MOUNTED IN HEAVY DUTY STUB. (2. 19" & 2.5"1 WITH SLIP E cz SEE SPECIAL PROVISIONS SEE SPECIAL PROVISIONS. BASE BREAKAWAY REQUIRED. z3 U SEE SHEET S2 FOR MOUNTING DETAIL. MOUNTED IN HEAVY DUTY STUB. (n SEE SPECIAL PROVISIONS.SEE SHEET S2 FOR MOUNTING DETAIL. U �U C �- V) IZ U) S1 -111' DRAWnr. IA' "FIN A V`I III >I 1 �"- r'Hc�r�-_; g ARIFICATIONS THAT OCCURRED DURING CONSTRUCTION. CHANGES SHOWN REFLECT INFORMATION THAT WAS PROVIDED TO THE ENGINEER BY OTHERS. a \ o � a � a p a Y Y ma z _Z Z Q O � VI � > Q ¢ 0 V N Ol O Z Q Ql \ N O p U O = SINGLE SQUARE TUBE SIGN AS NOTED BY THE TRIANGLE SYMBOL `� w ON THE LOCATION AND J POST INSTALLATION SPECFICATION SHEETS. o c a LL 'Y � IHIMS RED'D MINIMUM OF 2 SHIMS REQUIRED N PER INSTALLATION TO TAKE UP o m o> +m 2" OR 2.5" PERFORATED TOLERANCE BETWEEN SUPPORT o i o m o'w T1� U 3 LL V a ° SQUARE TUBINGO AND ANCHOR. D N < w FASTEN POST INTO ANCHOR WITH Y6" CORNER BOLT (A325) III/p" ABOVE GROUND LEVEL (7/16" DIA. HOLES). INSERT BOLT HEAD FROM OPPOSITE SIDE OF EXPECTED IMPACT. I I INSERT DRIVE RIVET INTO OPPOSITE SIDE FOR ADDITIONAL I I STABILITY. I ° I INSERT SIGN POST I ° I 18" INTO ANCHOR 0SUPPORT & CORRESPONDING ANCHOR T L°J SUPPORT ANCHOR - SIGNAL MASTARM a s4PF WEIGHT THIC�NESS Iff WEIGHT THIIMiSS CENTER D3 SIGN PANEL ON SINGLE HEAVY DUTY z 42 I3s 8 3c _ CENTER OF MASTARM. U Q 2.5" OR 3" SQUARE z LaS/FT Ilz GAGE 2/z Les Ea 3s - z NON-PERFORATED T/Z" L'a'S8�r IIb c°6) T" L S D Iee _ — BREAKAWAY ANCHORS • Q — z CONCRETE (CLASS "A" OR "D"1 F0 O < u J Q FOUNDAT ION-I'-6" X 3'-0" VARIES 1.0' C 0 z O TYPICAL Q Q n H z nUQ TELESCOPED SQUARE TUBES SIGN AS NOTED BY THE STAR SYMBOL NOTE - w w ON THE LOCATION AND POST INSTALLATION ON SLIP BASE SPECFICATION SHEETS. MOUNT D3 STREET NAME SIGNS LEVEL w LU HORIZONTALLY ON THE MASTARM AS > OC LLj N SHOWN. INCLUDE MOUNTING HARDWARE Z < � O TELESCOPED FULL LENGTH z m ° 2.19" & 2.5" PERFORATED IN THE UNIT BID PRICE FOR SIGNS. O SIGNAL POLE a Z — o I SQUARE TUBING** O 0 ° 3/q" GRADE 307 BOLT & NUT (2) RED'D ^ Lu ° SLIP BASE ASSEMBLY MINIMUM OF 2 SHIMS REQUIRED Z II ° SHIMS RED'D PER INSTALLATION TO TAKE UP ~ Y TOLERANCE BETWEEN SLIPBSE STUH N 06 L — AND FOUNDATION ANCHOR. � uCJ (� i IF I II II I112" X 3Y'4" GRADE 8 BOLT & NUT (2) REO'D C- INSERT SLIP BASE 6" INTO ANCHOR ROADWAY 0 � j j SINGLE HEAVY DUTY 3" SQUARE — — (/) N z ' NON-PERFORATED BREAKAWAY ANCHOR > a L.188 WALL THICKNESS, 22.98 LBS EACH) SUPPORT m TSY� Ll" ESSD3 OVERHEAD SIGN DETAIL CONCRETE CLASS "A" ORz.I9' CFIFOUNDATION - 1'-6" X 3'A" 2.50' AIS') NO SCALE ShLL SL Ui i i7REVISE.DREFLECT & ARIFICA�o/y IT1UI{d5 �CIM ®HDURING CONSTRUCTION. CHANCES S OWN REFLECT INFORMATION THAT WAS PROVIDED TO THE ENGINEER BY OTHERS. F hE111-1 EXIST. MEDIAN MARKINGS RT. a IINS-I o ro II � K J HOLLtl17SN"i i0W1HVd30 tlNV1NOW� � 3 o cr 14+00 I c� ' n w G I 13 N a STA. 14+31.5 MATCH N N I EX. R/W EXIST. LANE MARKINGS 0 m m z a ti O G 24" YELLLOW O c> o z I PLASTIC ro ri w N 150' SPACING) j Q v 'm I �a ma In LL 4' YEl PLASTIC C C NEW a• SYEELAL000W PI A,T1- °m r W OHD-3 D m o o m w TAMARACK sT 0 w 0 m 00 C,U x to NEW REUSE REMOVE NEW DETAIL II All OHD-3 .--. 1 100 RI 1• RI-BA 2) D 3 = ON tl < O j - _ u XOtlUtlWtll^+ ^ Q j - z J (� Z i 11 - EX. R/W ..,.T � F34 J�x ,fir N UC� Q Q Z 7(:. �� R/W + ;4° .rnr Z o o O Q o W wNra J + + O Q Q I` N + Z 4L L 1 :I .)sae s o--�?o'_ - - O �ryIII LIrLR i -° iTYPI z g al I u1" -5LL Di]All 'A r I6+00 V Z r. � �C Lu R J / R/W R/w = W W NEW n ~ � � N � (?) R7-2 irz I RESET •r ', df '� z DELINEATOR/, an a Z m D I • R/W REUSE — H J F OHDW3 J w .I a )IOVHVWVl I No a z m 15 M u G �< Im{zO Id< r`d W N .ate •¢ a0Q I o 'o o_+ N� ma II +__ an' +— NO �°° N�ao Mom. M W 4— z PARKING w <O 0 <o <o Q) ANY v)m (Aw mL �w ~z Q� TIME A' ' I ~♦ l Un EX. R/W l� p 2 tl 0— II �� _STA. 17+19.5 MATCH a EXIST. LANE MARKINGS I II I I I I r NOTE CONTRACTOR TO APPLY INLAID HOT EXTRUDED (1 II HYDRO-CARBON THERMOPLASTIC ON ALL STREET J 3 II PAVLMENT MARKINGS.APPLY PAINT MARKINGS h EXIST.STA. 17+74.4 MATCH MEDIAN MARKINGS LT. AT COMMERCIAL APPROACH STA 3+30 LT TAMARACK. 11 II. IS & CLARIFICAT DNS THAT OCCURRED DURING CONSTRUCTION. CHANGES SHOWN RFFLECT INFORMATION THAT WAS PROVIDED TO THE ENGINEER BY OTHERS. W o � m 2 J d J a U' Y m a 1201240 VOLT ELECTRICAL QUANTITY SUMMARY SERVICE 3 a � AWG NO. 6 o METER BASE V W ITEM NO. MATERIAL TOTAL UNIT LIGHTNING ARRESTER �® 616 183 000 FOUNDATION - CONCRETE 3.6 CY I (TYPICAL l Q 616 323 114 CONDUIT STEEL 1.5" RIGID 81 LF n 616 323 120 CONDUIT - STEEL 2" RIGID 335 LF N. E. M. A. TYPE 3R a 616 783 001 PULL BOX - CONCRETE TYPE 1 3 EA } I m F o 0 616 783 002 PULL BOX - CONCRETE TYPE II 1 EA CIRCUIT BREAKER CABINET rw ow o � 616 783 003 PULL BOX - CONCRETE TYPE III 1 EA 617 033 414 CABLE - COPPER 7AWG14-600V 221 LF 50 AMP, 1 POLE, a N 4 617 033 614 CABLE - COPPER 12AWG14-600V 474 LF SINGLE THROW 617 123 108 CONDUCTOR - COPPER AWG8-600V 225 LF BASE BASE BASE BASE 0 0 617 123 110 CONDUCTOR - COPPER AWGIO-600V 438 LF OF OF OF OF 617 233 040 CONTROLLER CABINET PEDESTAL TYPE D 1 EA S2 S1 53 S4 o m a. 617 303 220 LUMINAIRE ASSEMBLY - 200 WSV 2 EA � 1 � � � n o a; ° 617 333 150 SERVICE ASSEMBLY - 50 AMP 1 EA J a 617 503 130 SIGNAL - TRAFFIC, 3 COLOR I-WAY 12-12-12 8 EA 617 523 127 SIGNAL - TRAFFIC, 5 COLOR I-WAY 12-12-12-12 2 EA BARE AWG NO. 6 * 617 553 020 PEDESTRIAN SIGNAL TYPE 2 6 EA 20 20 20 617 605 041 CONTROLLER - TRAFFIC ACTUATED TYPE 4A - INSTALL I* EA _ BARE AWG N0. l0 617 673 120 SIGNAL STANDARD 1 120 I EA GROUND OD GROUND TO SIGNAL POLES* 617 693 906 SIGNAL STANDARD 2-A-900-6 I* EA * 617 713 095 SIGNAL STANDARD 3-A-900-5 I* EA A W G N 0. 8 T O 617 713 097 SIGNAL STANDARD 3-A-900 7 I* EA #10 GROUND SIGNAL CONTROLLER 617 763 101 DETECTOR LOOP (RECTANGULAR) 6 EA 617 763 601 DETECTOR LOOP SHIELDED CABLE 525 LF _ REMOVEI EA 617 903 250 PUSH BUTTON SALVAGE POLE TON / PEDES PEDESTRIAN 4 EA SERVICE WIRING DIAGRAM z 619 010 410 POLE - TREATED TIMBER CLASS 4 10 LF V 0 Q c/)LU Q G Q O z _0 z W Q _ U) W AWG NO. 10 (TYP. ) W N 3 3 o z m - INDICATES OWNER FURNISHED MATERIAL TOP OF SI 1 2 TOP OF S3 TO BE INSTALLED BY CONTRACTOR 0 ) 3 3 Z U AWG NO.8 (TYP. ) / iC;6 a-- U OVERHEAD STREET OVERHEAD STREET U L- LIGHTING POWER LIGHTING POWER W co (W. OF N. 7TH CIRCUIT) (E. OF N. 7TH CIRCUIT) E E CONNECTION TO EXISTING LIGHTING CIRCUITS TO BE MADE BY OTHERS (n (SEE SPECIAL PROVISIONS ) WIRE CONNECTOR DIAGRAM FOR STREET LIGHTING * El r _ •W, Hl I N wU VI',LJ IJ 11 F 1 i CT CHANGE- & C.AR FIC IONS TtIAf CCCI.RRrD DURING CONSrI%,.. "� .. ',i � ;:', A ..,.i.,; _.L_ k L r ,i h WATERTIGHT CONNECTORS TYPES 1, 6, 1 1 & 16 TYPES 2,7, 12 & 17 NON—FUSED BREAKAWAY FUSED BREAKAWAY IDENTITY DESCRIPTIVE SYMBOL & NO. WIRE SIZES 1 � e PI DESTAI USED IN I ILL, 2 IO' -0" CI ASS 4 POI I . PLUG AND RECEPTACLE SHALL BE HOUSED IN WATER- ® S RESISTANT, SYNTHETIC RUBBER CAPABLE OF BURIAL 3 10 IN THE GROUND OR INSTALLATION IN SUNLIGHT. 8 8 EACH HOUSING SHALL PROVIDE A SECTION TO FORM 4 g A WATERTIGHT SEAL AROUND THE CABLE AND A SECTION TO PROVIDE A WATER-SEAL BETWEEN THE 6" Mln. 8 TYPES 3, 8, 13 & 18 TWO HOUSINGS AT THE POINT OF DISCONNECTION. T MET RASE EACH KIT SHALL BE SUPPLIED WITH SUFFICIENT 5 8 SILICONE COMPOUND TO LUBRICATE METAL PARTS 1 0 - AND THE RUBBER HOUSINGS FOR EASY ASSEMBLY. CABINET 0 WHERE INDICATED A COPPER PIN AND A COPPER RECEPTACLE BOTH OF AT LEAST 90% CONDUCTIVITY _ 7 FUSED BREAKAWAY SHALL BE CRIMPED TO THE CABLE. THE RECEPTACLE 60" Min. %a° STEEL �C z SHALL ESTABLISH CONTACT PRESSURE WITH THE PIN 72' Max, U (D Q 8 10 I OF NO.E> A'vA 6 THROUGH THE USE OF A COPPER BERYLLIUM SPRING z 6 AND SHALL BE EQUIPPED WITH A DISPOSABLE G IND < `l 6 MOUNTING PIN. THE PIN SHALL BE OF AT LEAST W Z 9 6 HALF-HARD MATERIAL AND THE CRIMPING PORTION —� SHALL BE FULLY ANNEALED WHILE THE REST OF Z 6 THE PIN IS MAINTAINED IN ITS ORIGINAL STATE OF Q z O 10 6 HARDNESS. THE RECEPTACLE SHALL BE FULLY 1 O 6 ANNEALED. THE PIN AND RECEPTACLE SHALL LOCK TOGETHER SO THE CONNECTION WILL BE MAINTAINED Min. I` z 11 --C 4 TYPES 4,9, 14 & 19 WHEN A MINIMUM FORCE OF 20 POUNDS TENSION ^ U Q IS APPLIED TO THE ATTACHED CABLES. 20 / 240 w LU C S VICI D' _'A_< 12 0 FUSED CONNECTOR KITS SHALL CONTAIN A PAIR OF 3' _ W 4 m SPRING LOADED 90% CONDUCTIVITY CONTACTS FOR W N _ s��" f GRIPPING A STANDARD MIDGET FERRULE TYPE FUSE. X COPPERWF I GPOIJN7 - ) z m 13 4 THE CONTACTS SHALL BE FULLY ANNEALED AND ADAPTED TO BE CRIMPED TO THE CABLE. y Z — 14 4 NON—FUSED BREAKAWAY 4 4 15 4 4 �1NDERGROUND SERVICE DETAIL cu 16 to 0 U 17cu 10 U TYPES 5, 10, 15 & 20 JI 18 l0 o U 10 0 0) 19 ° to m W 10 0 20 10 10 NON-FUSED NON-BREAKAWAY WATERTIGHT CONNECTORS SERVICE ASSEMBLY E 2 NO SCALE r S R A"F -,,TInNS T'I; r•7 n^r1;r,Pr r;11-i\'r, c)%STPLICTION. CHANCES SHOWN REEL FC.T INFORMATION THAT WAS PROVIDED TO THE ENGINEER BY OTHERS. a 0 a � a J a � Y !D a 7 (J 7 TERMINAL COMPARTMENT o_ N n 4-1/2" SLIPFITTER w o TERMINAL COMPARTMENT -4-1/2" SLIPFITTER w N _ -- PEDESTRIAN PEDESTRIAN PUSH BUTTON PUSH BUTTON N 0 f O O m an o o u o i m n w w c w 0 0 w 4-1/2" 0.D. o m a ,n LL 4-1/2" O.D. STANDARD STANDARD STEEL PIPE c c STEEL PIPE 2'-10" - I'-7" N a m CLEARANCE BETWEEN CONDUIT c c m 3 n FITTINGS AND CABINET SHALL o g o z °Y CORRESPOND WITH THE LAYOUT 0 i OF THE BOTTOM OF THE CABINET. o o n u TYPE 1-100 TYPE 1-120 II 1" IIII II class "D" V IIII V CONCRETE IIII �, FOUNDATION ? ( IIII V GASKET REQUIRED N f v IIII BETWEEN CONCRETE & 3/4" SCHED. 80 IIII BOTTOM OF CABINET. V PLASTIC CONDUIT 1 BARE NO.6 AWG DRAIN USE GRADE 60 REINFORCING STEEL LAP LAP #6 BARS (3-7" LONG) # -LOG 6 BARS f2' 7" LONG) r w i i V (8 TYPICAL) i f8 TYPICAL) IIII V Q 3" MIN. - - #4 HOOPS AT #4 HOOPS AT - III ° r I -0" CENTERS - f .a 1' O" CENTERS a III z Q OO ANCHOR BOLT .f ANCHOR BOLT f : p V IIII V G O f4 TYPICAL I ANCHOR BOLT f4 TYPICAL 1 ANCHOR BOLT CIRCLE CIRCLE rn --�2 1/2" CLEARANCE 2 1/2" CLEARANCE SECTION A-A SECTION B-B `' w U w v W N CONDUIT SHALL PROTRUDE FROM - O � FOUNDATION AT LEAST 3" 7 m o lif I TYPE ° D° CONTROLLER CABINET q q 2•-0" g II° IIII . ° B 2'-0„ cn -- o Q" = MOUNTING c� #' 4--�I 5/B x 8 COPPERWELD U a o 0 0 ° GROUND ROD Q TYPICAL CABINET DIMENSIONS (±l # WIDTH = 30" U HEIGHT = 51" 2'-o" 'T 3„ DEPTH = 17" i .• ti U z,_o. TYPE 1-120 & 1-100 3 TYPE I SIGNAL STANDARDS & w TYPE 1-160 & 1-140 FOUNDATION DETAILS I 1 TYPICAL OF FOUNDATIONS PEDESTAL MOUNTING E3 FOR CONTROLLER CABINET NO SCALE HIS DRAWING HAS BEEN REVISED TO REFLECT CHANGES & CLARIFICATIONS THAT OCCURRED DURING CONSTRUCTION. CHANGES SHOWN REFLECT INFORMATION THAT WAS PROVIDED TO THE ENGINEER BY OTHERS. m � m a � o m TABLE I POLE SHAFT SIGNAL ARM FOUNDATION TYPICAL SIGNAL MOUNTINGS < ; O O O O ANCHOR BOLTS OE EO" l O OH Oj O OL O 0 �p Ioao opo� > Y TYPE I I 1 LOWER SHAFT IS',20',25'&30' 18"SO. I T%z II/z" I�'j x 70"x 6"IOVERALL-76") 17"SO. NC - 5" A325 TYPE (2) LOWER SHAFT 35',40'&45' 19"SO. 19" 11/z" ILK"x T5`x 6'IOVERALL-Bt'1 19'S0. T NC - 6" A325 I3'j Ij'�" 8 7'-6" 7'-I' 2'-6"TYPE 12) LONER SHAFT 50' 19"SO. 19" I%" I;'j x TS'x 6'(OVERALL-BI'1 19"SO. 7 NC - 6" A325 I�j I�'j' 8 9'-0" 8'-T' 3'-0. NOTE-PIPE BRACKETS SHALL BE USED FOR MOUNTING TRAFFIC AND PEDESTRIAN SIGNALS N p TO THE POLE SHAFT UNLESS MOUNTING POINTS 5 OTHERWISE SHOWN ON THE bq PLANS. p O oD®� t_a. I OD- 0 TABLE 2 ! 2 4 * W * * STA SIGN NDARD u EAERG.VEHICLE 3 4 5 6 7 8 9 10 MAST ARM PIPE BRACKETS FOR POLE MOUNTING ELEVATOR PLUMBIZER AL DETECTOR SON PANEL SIGNAL SIGNAL SIGNAL LUMINAIRE SIGNALS PED.SIGNAL CONTROLLER CAB. MOUNTING TRAFFIC AND PEDESTRIAN SIGNALS MAST ARM MOUNTING DESIGN AREA 12.0 SO.FT. NIL 8.0 S0.FT. 9.0 S0.FT. 9.0 S0.FT.9.0 S0.FT.3.3 S0.FT. 9.0 SO.FT. 3.0 SD.FT. 4.72 S0.FT. NOTES DESIGN WEIGHT 135 LB. NIL 100 LB. 105 LB. 105 LB. 105 LB. 75 LB. 210 LB. 80 LB. 200 LB. STANDARDS SHALL BE DESIGNED IN ACCORDANCE WITH THE 1975 AASHTO STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS. LUMINAIRES AND TRAFFIC SIGNALS (AND ANY 1.2 12 t2 12 05 O N DRAG COEF.ICdI I.2 NIL . . . . 1.2 1.2 1.2 AMENDMENTS THERETO). TABLE 3 DESIGN WIND VELOCITY SHALL BE 90 M.P.H. 15' 25' 30',35',40'& 45' 50'DESIGN AREA = AREA WITH MAXIMUM WIND LOAD (WIND IS PERPENDICULAR TO STANDARD, AS SHOWN). p Y4" - 10 NC - J" A325 (TYP.) DESIGN WEIGHT = DEAD LOAD. MTG.PTS. *1,*2 &*3 *1.*2*3 &*4 1 *1,*2,*3.*4 &*5 1 *1,*2,*'4•*5 &*6 o w O z T w w 45 ALL TYPE (I) LOWER SHAFTS SHALL BE DESIGNED FOR A = 30' AND A MOUNTING HEIGHT OF '. iD - I I NC - 21/p" A325 (TYP.) 10° ALL TYPE l21 .LOWER SHAFTS SHALL BE DESIGNED FOR A = 50' AND A MOUNTING HEIGHT OF 45' CLEVIS FOR ' REMOVABLE �.� ANCHOR BOLTS SHALL BE A449 OR EQUAL TOP END SHALL BE GALVANIZED AND THREADED 12")MIN.). _.� --OVERHEAD LIGHTING SERVICE C C CAP - 45°(TYP.) WELDING PROCEDURES. SYMBOLS. BASE METAL SPECIFICATIONS AND GRADES RUST BE CALLED OUT MOUNT IS BY CONTRACTOR) O O 14%y' 2" SCHEDULE 40 A53 PIPE PRIOR TO FABRICATION OR APPROVAL. 1 (BREAK SHARP EDGES FOR WEATHERHEAO ENTRANCE FITTING m L ( / 1 POLE SHAFTS, ARMS. AND ACCESSORIES SHALL BE GALVANIZED >2/i° 15' FOR OVERHEAD ELECTRICAL m O m WIRE PROTECTION) PER ASTM DESIGNATION A127. *7 /� PEDESTRIAN O O> - LIGHTING SERVICE (SUPPLIED BY C C m D 0 0 CONTRACTOR) PUSH BUTTON O O O WHEN SPECIFIED p p z tl �i" THREADED SCHEDULE 40 - ; L' 7' o w a - 2" SCHEDULE 40 A53 PIPE A53 PIPE )BREAK SHARP EDGES -- 2" SCHEDULE 40 A53 PIPE o o N• 9�i - _ 7" OG (TYP.) (BREAK SHARP EDGES FOR FOR WIRE PROTECTION) (BREAK SHARP EDGES FOR JI WELD HOOK TO POLE WIRE PROTECTION) WIRE PROTECTION) - SHAFT FOR SUPPORT *2 2'- 0' MIN. OF WIRE CLAAP 11 f��l SIGNAL MAST ARM-- � 1` \ FILLER LUMINAIRE \ \ MATERIAL MAST ARM IUMINAIRE ARM _ 1, 3'-4" /4' PLATE TOP, UPPER *3 1 *1,*4.*5 &*6" MIN. II GUAGFT ANCHOR BOLT SHAFT _ PROTRUSION PLATE ' BOTTOM AND SIDES - 2' BEVEL 1 I. PLATE I%p' SCHEDULE 40 A53 PIPE ♦T 'r FACE OF CURB 5" TO 7/z' 1 BREAK SHARP EDGES FOR WIRE PROTECTION) [ o" 6/z" 61/y' 2Yz" I LUMINAIRE ARM CONNECTION ° '© � I'``_�I � - UPPER SHAFT- 2- 0" MIN. II GLADE ` 2' O - I LOWER SHAFT FOR *1,*2,*3,*4,*5 &*6 FOR*7 NOTE-REMOVABLE CAPS SHALL BE COUPLING DETAIL -1/j PLATE TOP, SUPPLIED WITH EACH COUPLING COPPER GROUNDING U //1'�1'�� Q O Q 0 $ BOTTOM AND SIDES EXCEPT FOR*8, *9 &*10. (NOT APPLICABLE TO*8.*9 &*IO) NOTE-LUMINAIRE ARM AND SIGNAL STRAP BETWEEN _ V ARM ARE IN THE SAME CLASS "D" 7 VERTICAL PLANE, ON THE ANCHOR BOLT. CONCRETE OL L _ SAME SIDE OF THE POLE. CONDUIT AND BARE FOUNDATION cy UPPER SHAFT A36 PLATE O II �* - WIRAWGE N0.6 GROUND " w Q �+ 12.5' - A Q 7 �i PLATE 0 � *1 12.5._______________- O ____-_ _ -. - L ARS j J - REMOVABLE CAP -"j *2 _ 12 - - _ EQUAL IYBSPACED \ � - - _ _ 12' S. _ _ < 1 z A36 PLATE - MOUNTING 3' 0.5. 3' -__________ - - - II HEIGHT O SIGNAL ARM CONNECTION �- -� - - ----------- _ ii Q 13"S0. *J *4 J_2.5'±1.5' T Z W5 / *6 I � U * _ TYPE (U OR 121 - UJ SIGNAL ARM LOWER SHAFT T U) 15" LOWER SHAFT -- ARROW TO BE LEFT OR RIGHT. - MIN. 7 GAUGE 2 v, MID GAUGE LAP LJJ PUSH OR BOTH AS REWIRED. PUSH L�' HANDHOLE BUTTON PORCELAIN ENAMELLED SIGN, BUTTON N'j- r- w 1�1 e W - 45°(TYP.) AND COVER WAIT FO 5' x 7Yj", BLACK LETTERS WAIT FO *. O 8 IS ELEVATION AT BOTTOM OF TRAF. FOR NUT HOLDER GREEN ON WHITE BACKGROUND. WALK SIGNAL HEADS (FIELD MOUNTED) _ OK OF tt q HDOPS w O FOR GROUNDING \ __ ,SIGNAL" "SIGNAL, - SPACED EQUALLY C, z m BACK OF CASTING SHAPED TO a, ' AT ABOUT I'- 0" rr O FIT CURVATURE OF POLE. O *9 IS ELEVATION AT BOTTOM OF PIED. zt 6 BAR )TYP.) CENTERS n o A36 PLATE NOTE-A HANDHOLE DETAIL ' AND A No HOLDER SIGNAL HEADS (FIELD MOUNTED) REMOVABLE COVER PLATE DETAIL SHALL BE 16, N' OM LONG 2%p" CLEARANCE SHALL BE PROVIDED ATE m REQUIRED. FOR COLOR FOR "DON'T WALK-WALK" EACH POLE SHAFT SIGNAL SIGNAL *10 IS ELEVATION AT BOTTOM OF USE GRADE 60 REINFORCING STEEL A _ '�' CONTROLLER CABINET (BAND MOUNTED) TYPICAL P IC A L FOUNDATION U N D A T 10 N ,f Y," PLATE , PEDESTRIAN PUSH BUTTON SIGN _ NOTE-COVER PLATE DETAIL D 3" THREADED SCHEDULE 40 A53 PIPE• SHALL BE REQUIRED. LOWER SHAFT O PROJECTING FROM SHAFT 2". WITH ( t0' •� 45°f7YP ) (�/ pr O q5 REMOVABLE CAP. BREAK SHARP EDGES T, I O I C CURB FOR WIRE PROTECTION. SHAFT TO SHAFT B TERMINAL 4 O GOAPARTIENT --� 2A & 3A STANDARDS MOUNTING PLATES DETAIL SLOT ANCHOR BOLT + 1/4" 1TYP.1 �- POLE (�) A36 PLATE SIGNAL SHAFT U BASE DETAIL Q)� u.l TYPICAL ORIENTATION FOR PIPE BRACKET MOUNTED SIGNALS TYPE 2A TYPE 3A TYPE 2A & 3A SIGNAL STANDARDS, FOUNDATION DETAILS, AND TYPICAL SIGNAL MOUNTINGS E4 �_ NO SCAI E "I 'CATIONS THAT OCCURRED DURING CONSTRUCTION. CHANCES SHOWN RFFIFCT INFORMATION THAT WAS PROVIDED TO THE ENGINEER BY OTHERS. o pp � J LL J FIBERGLASS PULL BOXES NOT ALLOWED NO. 8 CRIMPED HIGH CARBON STEEL m a WIRE SPACED AS SHOWN. 6 ONE WAY,- 3/8" HOLD DOWN BOLTS 5 THE OTHER WAY. z I r a w o 0 � U W — tLL +' T + f c w I J T ci - oG o0 C L c c 0 0 vm v 0m 3/8° BRASS J BOLT WITH CONCRETE FOR PULL BOXES SHALL BE CLASS "DD" OR EQUAL I" DIAMETER BEND a °x W L o �� D 2 r2" l 3 I/2" 2 IDW I IDL W L- D I I REINFORCED CAGE =1 I' NO. 16 GALVANIZED le I r 3/4" MESH � Q (Dz BACKFILL TOP 6" WITH Q LLJ EXCAVATED MATERIAL 3/8" BRASS HOLD DOWN BOLT 0 Z AND TAMP SECURE WITH HEXAGONAL BRASS NUT. Q z C0 ELECTRICAL BOND, NO.6 AWG O C l COPPER OR EQUAL z PULL BOX F IBERGLASS ! I 3 ELECTRICAL BOND, NO.6 AWG W Q MINIMUM INSIDE DIMENSIONS , 3' { COPPER OR EQUAL = (/) Lu TYPE I TYPE II 6„ J CC Lu ILL TOP 6" WITH Lu N NO. 30 FELT PAPER -EXCAVATED MATERIAL 1 SEPARATION 6" AND TAMP SECURE C 1 0 Z co W = 12 INCHES W = 12 INCH I PULL BOX CONCRETE Z — NO. 30 FELT PAPER MINIMUM DIMENSIONS 1 18 INCHES 1 24 1 HES O CONDUIT IN PLACE U ICI SEPARATION (� TYPE I TYPE II TYPE III 23 D 10 INCHES L) - I INCHES O AS REQUIRED L = 19-1/4" L = 25-I/4" L = 33' CONDUIT IN PLACE W = 13-1/4" W = 16-1/4" W = 20" co r' O 23" SAS REQUIRED D = 12• D = 12" D = 17" O 1 D L = 14-1/4" 1 D L = 20-1/4" 1 D L = 28" Q t� CLEAN STONE I D W = 8-1/4" 1 D W = 11-1/4" 1 D W = 15" C L = 15" C L = 21 RAINAGE " C L = 29' cu O O CW = 9" CW = 12" CW = 16" U 00 00 1" CLEAN STONE �7 Q) O DRAINAGE _ ` Lu 41 PUyB � F�I`I Sr._t PULL BOX FIBERGLASS TYPE I II PULL BOX CONCRETE TYPE I & II PULL BOX CONCRETE TYPE I, 11 & III C NO SCALE C THIS DRAWING HAS BEEN REVISED TO RFFI ECT CHANGES & CLARIFICATIONS THAT OCCURRED DURING CONSTRHCTICN. C,ANI YNd i'I I I IT INFORMATION THAT WAS PROVIDED TO THE ENGINEER BY OTHERS. m < m a � Y 3/4" PVC SCHEDULE m a 80 CONDUIT TO JUNCTION BOX AT z CURB (SEE PLANS) 3 z a PAVEMENT NUMBER OF TURNS AS * o /� / INDICATED ON PLANS n PULL BOX PULL TYPE "T" UNILET OR EQUAL BOX � WITH REMOVABLE COVER BASE a g ,,A D r NOTE-CEMENT CONDUIT d, V u' TOGETHER PER 3/4" PVC — a z w . MANUFACTURER'S SCHEDULELD a INSTRUCTIONS. 80 CONDUIT w = °' ? o D IMENS ION w w a� in w i,i z AS INDICATED LL c ON PLANS 0 f -TEE TYPE CONDUIT FITTING. 'a PLACE CLEAN STONE DRAINAGE UNDER o 0 3/4" PVC TEE (1' SQUARE BY 2' DEEP). ao -- o 0 SCHEDULE N> L 80 CONDUIT u°' V V 4 O� 1 C C¢ J c fTYP. I ELEVATE PULL BOX 1" ABOVE SIDEWALK LEVEL. SLOPE CONCRETE AWAY FROM PULL 90° PVC CONDUIT BOX LIP FOR 2'IN ALL DIRECTIONS.Li ELBOW (TYP. ) ( SAWED SLOT 2 • -PAVEMENT DIMENSION AS INDICATED A d ON PLANS DIMENSION AS INDICATED INSTALL NO. 12 XHHW CONDUCTOR IN v v ON PLANS CONDUIT. NUMBER OF TURNS SHALL V v V PULL BOX BE AS CALLED FOR ON THE PLANS. CONDUIT DETAIL 3/4" PVC T_ z SCHEDULE 80 CONDUIT DIMENSION ?• a U) Q TEE TYPE CONDUIT FITTING. AS m w Q Q �- PLACE CLEAN STONE DRAINAGE UNDER INDICATED o 2" MIN. TEE (I' SQUARE BY 2' DEEP). ON PLANS c=i �^ z SAND - CONDUIT PULL BOX & CONDUIT LOCATIONSI, Q Z 0 O 6" MAX. 0 OVERLAP DIAGONAL CUTS SO n U 0° 0 0 .0 0 0 PAVEMENT THAT SLOT IS FULL DEPTH LIJ Q 0 0° o HEAVY LINES SHOW SAW CUTS AT TURN POINTS AND CHIP BASE TO ACCOMMODATE WIRE LOOP SHARP INNER CORNERS = w Lu N CROSS SECTION OF SAW CUT RECTANGULAR LOOP �_ m (FOR NEW PAVEMENT ) NOTES Z Z THE SLOT SHALL BE BRUSHED OR BLOWN CLEAN OF ALL LOOSE MATERIAL. I" MIN. AFTER THE DETECTOR LOOP IS IN PLACE BACKFILL THE SLOT WITH SAND TO �J A DEPTH OF 1" ABOVE THE CONDUIT AND FILL REMAINDER WITH PLANT MIX. SAND CONDUIT RESISTANCE OF THE WIRE LOOP TO GROUND SHALL BE CHECKED AFTER THE 2" 1"BEVEL WIRE IS PLACED IN THE CONDUIT, BOTH BEFORE AND AFTER THE LOOP IS — SEALED IN THE SLOT. A RESISTANCE OF LESS THAN 10 MEGOHMS INDICATES A FAULTY SPLICE OR WIRE INSTALLATION WHICH SHALL BE CORRECTED. ,t•' •" 'r, i i a '• ���� C� SAW CUT THROUGH 'LirrlJ U PAVEMENT OR TO ° ° 00:" ,0 0 0°° PAVEMENT THE DETECTOR LOOP WIRE SHALL BE NO. 12 XHHW CONDUCTOR, TERMINATED 8 �, v,ii,ii, •V. A MAXIMUM DEPTH Y 0 0° ° IN A WATERPROOF PULL BOX AT THE SIDE OF THE ROAD AND CONNECTED TO 1 OF 6" ° ° 0 0 °0 A TWO CONDUCTOR CABLE (SPECIFIED ON THE PLANS) WITH A SOLDERED, iiii co --- BASE WATERPROOF SPLICE FOR THE LEAD-IN RUN. U_ 2'-0" DIA. L CROSS SECTION OF SAW CUT THE PULL BOX SHALL BE ENCASED IN A 2'-0" DIAMETER BY 8" DEEP CONCRETE U PAD AS DETAILED UNLESS LOCATED IN A CONCRETE SIDEWALK. SEE PLAN SHEET. U (FOR EXISTING PAVEMENT ) CONCRETE ENCASEMENT PAD FOR - w LOOP DETECTOR PULL BOX LOOP DETECTOR INSTALLATION E 6 NO SCALE 'ilN' HA- P• .N P.FVIC-D P'-F F TT CHW;FS & CLARIFICATIONS THAT OCCURRFD DURING CONSTRUCTION. CHANGES SHOWN REf_F,-? INFORMAIION THAT WAS PROVIDED TO IHE ENGINEER BY OTHERS. °D I w I - o m POLE SCHEDULE a J a � 11 ¢ U 1q POLE OFFSET TYPE POLE FOUNDATION SIGNAL LUMINAIRE LUMINAIRE LUMINAIRE Y 40 NO ITEM NO. TYPE LINE STATION k POLE) BASE DIA.X DEPTH P.P.B. MASTARM MASTARM HEIGHT TYPE m' a d I EX. R/W 1 617 713 097 3-A-900-7 N. 7TH AVE. 16+20. 1 50.5' RT ANCHOR 2'6"_X7'6. 1 45' is, 35' 200 WSV Q p J 2 61.7 673 120 1-120 N. 7TH AVE._ _1_6+19. 1 57.7' LT ANCHOR 2'0"X3'0" 1 N/A N/A N/A N/A ? tl 3 617 713 095 3-A-900-_5 N. 7TH AVE. 15+30.7 49.2' LT _ ANCHOR 2'6"X7'6" _ 1 35' 15' _ 35' 200 WSV z a INTERCONNECT CONDUIT (INSTALLED 4 617 693 906 2-A-900-6 N. 7TH AVE. 15+30.9 50.5' RT ANCHOR 2'6"X7'6" 1 40' N/A N/A N/A x UNDER DIFFERENT CONTRACT). f > cl O Ali b LOOP DETECTORS LOOP N0. DIMENSIONS NUMBER OF TURNS TYPE OF LOOP LOOP CONNECTIONS ASSOCIATED EX. R/W J - (FEET) IN LOOP VEH. PHASE LI 6'xB' 3 RECTANG. SERIES TO AMPLIFIER— BI L2 6'x8' 3 RECTANG. L3 6'x8' 3 RECTANG. L4 6'x8' 3 RECTANG. SERIES TO AMPLIFIER— 04 (07) o c L5 6'xB' 3 RECTANG. Q' o S4 TYPE PEDESTRIAN 6 STANDARD i. I UO o� LIS 6'XB' 3 RECTANG. SERIES TO AMPLIFIER— 64 — o u o z I - PEDESTRIAN PUSH BUTTON T w r't w W 5 3 TYPE 3-A-900-5 STANDARD l w I I - PEDESTRIAN PUSH BUTTON © SE SHEET 6 OF 7 ¢ c ~ J �o and inw NEW TYPE III CONCRETE PULL BOX W/ ' a _ 0 O STUB FOR FUTURE SIGNAL INTERCONNECT I /T R� 7 �I am o> +m R/ --- c c m 7 0 NEW TYPE I -E X. R/W d4 o 0 3 CONCRETE PULL BOX WITT"11 Ex. k/W �n ¢ REMOVE & I j SALVAGE I-UMINA IRE BLDG. I \J _ _ W :C)0 \ _ r' —GAS- 8 c� R/W = + \ ++ O+ O w + _ ' WESINTAMARACK STREFT c.L,� 4 n x 1 11;:,: LA V) I R.M.C. Q �- NEW 1YPE III CONCRETE PULL BOX NEW TYPE "P' CONTROLLER CABINET PEDESTAL —O3_O 1 6+00 I-TRACONEX OCR TYPE BA CONTROLLER ---- - - - --iAS AAMRSSEMBLY UNDERGROUND SERVICE � r l.J 3-L OOP DETECTOR CT MODERSULE ASSEMBLY ON PEDESTAL --EX. R/W SIGNAL INDICATIONS I--WALK REST MDDULE PPB PPB .! f 1 I-WALK REST MODIFIER , _ 6 I .Y � vJ LU ®S �I S2 TYPE 1-120 STANDARD Q ~ NEW TYPE I I O I - PEDESTRIAN PUSH BUTTON ® 12" . 12" ® 1 2 Q Q NEW TYPE CONCRETE PULL OBOXNN W/ T CONCRETE PULL BOX STUB FOR FUTURE SIGNAL INTERCONNECT ^ R/W . 12" . 12" O 12" Z o S TYPE 3 A-900 7 STANDARD - 0 BLDG. O I - PEDESTRIAN PUSH BUTTON I u . 12 . 12° . 12" �- 00 . 12"Y&G(01 ) ® 12"Y&G�04) w 5Q 00 0���2 3 9 10 2 w 4 I BO 11 O 13 14 15 12 16 L O Lx. R/W �I ` O f IX. I'/w PHASE DIAGRAMS c z z m I n 1Ioa CONDUIT & WIRING I f[% J2 OF AWG NO. 8 CONDUCTOR ACTUATE QA 2" STEEL CONDUIT tI OF BARE AWG NO. 10 CONDUCTOR —` 4 OF 12 AWG NO. 14 CABLE (SIGNAL) h 2" & 3" STEEL ®CONDUIT {3 OF 2 AWG NO. 14 DETECTOR LOOP SHIELDED CABLE I� SYMBOLS 1 OF BARE AWG N0. 10 CONDUCTOR TAMARACK IA�TAMARACK TAMARACK 4, ® I.5" 8 A T 2" STEEL f2 OF 12 AWG N0. 14 CABLE (SIGNAL) _\Q NEW BURIED CONDUIT a CONDUIT ll OF BARE AWG N0. 10 CONDUCTOR w w \ CUATED Li —~ { JI OF 12 AWG NO. 14 CABLE (SIGNAL) r^ 2" STEEL CONDUIT 11 OF BARE AWG NO. 10 CONDUCTOR ¢ a 1 U) ® NEW TRAFFIC CONTROLLER CABINET �� I OF 12 AWG NO. 14 CABLE (SIGNAL) ti r I V ❑ NEW PULL BOX ®2" STEEL CONDUIT r r I OF BARE AWG NO. 10 CONDUCTOR 01 z 02 z 03 04 8 1.5" STEEL CONDUIT 1; OF 2 AWG N0. 14 CABLE (SIGNAL) 7�(UJ i — co L I NEW LOOP DETECTOR �� ll OF BARE AWG . 1 10 CONDUCTOR I LLJ I 2 OF 12 AWG N0. 14 CABLE (SIGNAL) i � r- 8 2" STEEL CONDUIT f(3 OF 2 AWG NO. 14 DETECTOR LOOP SHIELDED CABLE 111 r O NEW SIGNAL OR LIGHT POLE �� 11 OF BARE AWG NO. 10 CONDUCTOR I r- m NEW PEDESTRIAN SIGNAL MOUNTED ON POLE 11 I OF 12 AWG N0. 14 CABLE (SIGNAL) ®2" STEEL CONDUIT { I I OF BARE AWG NO. 10 CONDUCTOR PPB_ NEW PEDESTRIAN PUSH BUTTON Q 2" STEEL CONDUIT 2 OF 22 AWG GNO. 144 DETECTOR CABLE SLOOP SHIELDED CABLE `JJ II TAMARACK RACK C J NEW LUMINAIRE I OF BARE AWG NO. 10 CONDUCTOR �0\1 I �O� �O\ sHEFT Q 2" STEEL CONDUIT I OF 12 AWG NO. 14 CABLE (SIGNAL) I OF BARE AWG N0. 10 CONDUCTOR w —f.O NEW TRAFFIC SIGNAL FACE W/ BACK PLATE 1 OF BARE AWG NO. 10 CONDUCTOR = IfT Is a 15+00 ® I.5" STEEL CONDUIT{(PULL WIRE FOR FUTURE INTERCONNECT) O NEW TRAFFIC SIGNAL FACE W/ BACKPLATE & TURN ARROW Q I.5" STEEL CONDUIT((PUOF LL BARE W RE FOR FUTURE 10 CONDUCTOR r