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East 116th Street Improvements
F V I 9 OC 0 _3 . 907 iY BOARD a f PUBLIC WORKS & SAFETY APPROVED JANE A. REIMAN CHAIRMAN _ `:�, s" �°.e.., FRED T. SWIFT MEMBER __ ___�_y_-_- _ : ---________r , BILLY L. WALKER MEMBER DOROTHY J. HANC O C K CLERK— TREASURER STEPHEN K. ANDREWS ATTORNEY ATTEST: : � a -----_ :a INDEX DESCRIPTION SHEET NO. TITLE SHEET 1 THESE PLANS PREPARED BY: No, 14629 TYPICAL CROSS SECTION & DETAILS 2 zir 'I- D IA. COMMONWEALTH ENGINEERS, INC. PLAN AND PROFILE 3- 6 'S'��-PV.A SIGN & PAVEMENT MARKINGS DETAIL 7-7B CROSS SECTIONS 8- 14 CERTIFIED BY DONALD R. SILVEY INDIANA P. E. # 14629 .00001 -To ,EA (0 FT ov 'o-ft lyt r..'tv T's, t: FEDERAL ROAD FISCAL SHEET TOTAL DIVISION NO. SIAT` PROD. NO YEAR NO SHEETS IND. 2 I 14 SURVEY CONSTRUCTION LINE "A" 2'-0 22'-0" 12'-0" * 10'-0" 2'-0" STD. "V" DITCH REQ'D. FROM STA. 14+00 TO STA. 17+00 8 STA. 26+00 TO STA. 36+00 GRADE AS SHOWN ON PROFILE L 15 LEGEND a SLOPE: 114"/ FT. SLOPE: I/4"/ FT. EXISTING DI NCH TO 2:1 (MAX)_ - MINOR REGRADING ^ ^ ; _ MAIN IN _ -- ADING L 110#/SYD. BITUMINOUS SURFACE ON 220#/SYD. BITUMINOUS MAY BE REQ'D. BINDER M a IN. RIP RAP 10#/SYD. BU O ITMINUS SURFACE ON 220#/SYD. BITUMINOUS S ' MATCH EXISTING v BINDER ON 660#/S'YD. BITUMINOUS BASE P \EXISTING PAVEMENT I 0 N ) 8" COMPACTED AGGREGATE SLOPE' 118"/FT. _ — - � E BASE L- -- \ UNDERDRAIN ' BITUMINOUS MATERIAL FOR PRIME COAT NOT PERFORATED 18" I" TO STD. V DITCH LT. I- TYPICAL T� BITUMINOUS MATERIAL FOR TACK COAT / #8 AGGREGATE FOR UNDERDRAIN EXISTING PAVEMENT TO BE REMOVED FROM 5 COMBINED CONC. CURB $ GUTTER PIPE SCREEN REQ'D. SEE 6" PERFORATED STA. 12+00 TO STA. 15+00 AND STA. 29+50 ` DETAIL BELOW UNDER DRAIN PIPE TO STA. 34+50. f 5 k ;1 LINE "A" STA. 11+00 TO STA. 35+78.50 REQUIRED FOR DROP CURB SECTION G,. I„ _ 2„ R WIRES MARKED "B" SHALL BE BENT AS ---- p SHOWN AND SHALL EXTEND APPROXIMATELY I"R 1'-0" INTO INSIDE OF PIPE B ------ — ---- -- O z f`- A rn r` N 2 0 B B * B I -- L I L B #6 GA. GALV. WIRE SPOT WELD — AT ALL POINTS OF CONTACT I � � COMBINED CONCRETE CURB AND GUTTER SCALE: I"=1'-0" 3#5 BARS 3'-0'' LONG 3 -0 I L = LENGTH AS SHOWN ON PLANS SPACED 0'-9" C. TO C. I I CONCRETE = 5 WIRES GUTTER I" C. TO C. DETAIL OF PIPE SCREEN --------------- SCALE: 1-1/2"=I'-O" w � ro INDIANA DEPARTMENT OF HIGHWAYS TYPICAL CROSS SECTIONS SECTION L-L SCALE:- HJRIZ. 1 /4°= I '-0" ���P�N�nneeAyyy���o COMBINED CURB & GUTTER TURNOUT VERT. 1l2"- I '-c° 11. a SCALE: 1/2"=I'-O'' TURNOUT TO BE PAID FOR AS COMBINED CURB RECOMMENDED FOR APPROVAL 81 GUTTER. THE COST OF REINFORCING STEEL s d AND /OR MESH REINFORCING TO BE INCLUDED �r .,� , „hP t COST OF COMBINED CURB aGUTTER. f'p i 10 ___p � O u L0 i a) -!: (1) L- a) LL. re) (V v C U U U t0 �j 6) O . Ln o CO Ln r0 L? L0 c6 OD co co Ln m I I` I N I I�o = d� ° w I I ° m I OD rr1 I I Nt � rn N N +. + +. + + I +. + +. +. + + + + II a I I II III � I I I I P.O.T, 10 + 00 a I II cr - -- *A,* I! I I� 3mil� S W ER P.O.T. 15 + e4.28 BEGIN CONSTRUCTION W Q 2; +007 10' CURB GUTTER TURNOUT STA, II f 00 LINE O + (MOUND) r (MOUND) +00, 10' CURB & GUTTER TURNOUT REET LIGHT —,-� (MOUND) E II\; 50' I > R/W�_ - ONTROL — 3O'R +00 END TAPER (GRASS) VALVE W —?`� W 'll BEGIN TAPER \ II GRASS) o II CONTROL F- - VALVE n II PC 22' I CONSTRUCTION 2 UNDERDRAIN UNDERDRAIN 2 U.G. TELE- - - - F �— - - L o 6' 12' LINE „A„ —T- --- II �I II I ° T" 22' EA116 STREET (ASPHALT) N w 50,20 _ — II CMP II II I +00, 3' C URB & GUTTER TURNOUT +00 END TAPER - DROP CURB RECM, \ STONE FENCE 12" CMP z w " tj WER II II (GRASS) � ( (SHRUBS) Q w �� - 3-VC N0.4 CU a o �,� > _S 1 +92 STR. NO. I I ( IN CABLE DUCT Q o ADJUST CASTING TO ADJUS m j SERVICE POINT TYPE._I i _ Z I 3 I O = *00, 3' CURB & GUTTER TURNOUT \ II Q I I � ( c� U)� a , II z w (WOODS) Z U) Il DROP CURB REQ'D. II w I (WOODS) ' � n I (WOODS) N CL CC) K. Nail P.K. Nail CO = 0 N 07 N P.O.T. 10 + 00 LINE "As% 9) + P.O.T. 15 + 84,28 LINE "A" T.B.M. NO. I - S.E. COR. OF THE TOP BASE AT MERIDIAN i ECH. CENTER '�3 GN, N.E. COR. OF 116TH O PAVEMENT REMOVAL REQ'D. O ST. 8 PENNSYLVANIA RD. O — O EL. 850.345 + + T.B.M. NO. 2 - TOP OF 5 /8" HEX BOLT IN PWP #14-I06B AT BEGIN CONST UCTION EL 8404.035SHiNGTUN BLVD. 8 116TH S, STA. 11 +00 LINE "A" EL. 1 +450.65 850 V.C. 0' P.V.I +o0 850 --- ----- PROPOSED PROFILE" GRADE V.C. o' 845 — +0.25% � EXISTING PROFILE GRADE ALONG -0.300/0 5 4 LE . 845.40 -- 840 8. 40 SPECIAL "V" DITCH REQ'D. LT. EL. 840.50 +00 -0.30% 9 10 11 12 13 14 15 16 17 18 l � ��oieooeleAp�is ��QOOQ N®. ° s-a 14629 O', STATE OF CERTIFIED BY: SYMI REVISIONS SYM REVISIONS DRAWN BY: wMS JOB NO. SHT. DESIGNED BY: RA:-V � OMMONWEALTH ENGINEERS, INC. CITY OF CARNIEL, INDIANA H8739 3 = CHECKED BY: EAST 116th STREET IMPROVEMENTS JDJ ENVIRONMENTAL ENGINEERS AND CONSULTANTS OCTOBER 1987 SCALE OF DATE GREENWOOD, INDIANA INDIANAPOLIS, INDIANA Fz5' ERT 14 � 10-21-87 I"=5' VERT o °cf- c\j 00-1 Q Z w r� < O +70, 110' OF 15 1/2" X_ 26" CONCRETE j t�z ARCH PIPE @ 0.25% SLOPE. + � ENCASE IN CONCRETE. INV. 841.70 c9 > (LAKE) \ i (LAKE) / — P.O.T. 22+43.35 r I +507 10' CURB & GUTTER TURNOUT 00 10 - URB & GUTTER TURNOUT -- (MOUND) *507 10' CURB GUTTER TURNOUT � PROPOSED OUTLET '� � (LAKE) _ DITCH TO LAKE i (GRASS) PROPOSED OUTLET \fie'• 3-IVC NO.4 CU ` � / DITCH TO LAKE 'p STREET LIGHT / \�.o IN CABLE DUCT PROPOSED OUTLET — _ 19+75,47' 50' It 8r R/W DITCH TO LAKE / 1111 — — --_ - --- — ca 40'-0" ( I � 1 ALUM. GUARD RAIL I (GRASS) - o i 1111 — 1111 --f-- - I TYPE I OR IJ END I UNDERDRAIN TREATMENT UNDERDRAIN I , CONSTRUCTION I UNDERDRAIN — — — — — — — — — — — — — — — — — — — — — — — — — — — — LINE "A" 1111 EAST I II 116th 15'R - 15'R 25'L STREET (ASPHALT) + 18" CMP I_,`\ 12" CMP 1 s– -80,19' 12" FX3,6,24.6' DROP CURB REG�'D. CMP I R.R. TIES 4.4 I `r, SERVICE POINT TYPE I r �1 CMP X w DROP CURB REQ'D. RICK �� �� BRICK CMP I I 1 X > > I > ( > I DROP CURB REQ'D. X w �� I 1 /� �!CN I I SIGN I i w w i o 1 � 8.6' I 66.5,26.7' I w w I +7, 3' CURB & GUTTER TURNOUT +21, w Q � \`� o Q cr U I w l I 1 I � 1 I0c l I QI I Q � u- 1 " 1U) I (D I � I a1 J ) M 1 +I3, 95' OF 15 1/2"oX 26" CONCRETE I = 1 +80, 3' CURB & GUTTER 1 I \,—DROP CURB REQ'D. Q Q x W/' ARCH PIPE @ 0.25 /o SLOPE. a_ I TURNOUT I iv I w I 1 � ENCASE IN CONCRETE. INV. 841.10 �' I Y Q I +50, 3' CURB & GUTTER TURNOUT *00, 3' CURB & GUTTER TURNOUTT / - 1111 cr- 1 DROP CURB REQ'D. *31 STR. N0. 12 �.8 STR. N0. 13 % � ADJUST CASTING TO -ADJUST CASTING TO I GRADE GRADE „A„ g � m P.K. NAIL + P.Q.T. 22+43.35 LINE "A" T.B.M. NO. 3- TOP F.K. NAIL IN PWP. #17-106-B 75'± W. OF RUCKLE ST. S. SIDE OF 116TH ST. 850 EL. � 44.35 P.V.I.+50 P.V.I.+50 P.V.I.+50 P.V.I +00 P.V.I.+00 EL. 843.22 1 EL. 844.05 EL. 844.25 EL. 843.85 EL. 43.95 EL. 43.75 V. V.C.=o' � PROPOSED PROFILE GRADE 845 c _ ;-- EXISTING PROFILE GRA E ALONG LINE "A" 845 o +U. u o o + o n 840 840 18" CMP i INV. EL. 840.08 EL. 839.75 -- -0.30% 1 +50 i SPECIAL "V" DITCH REQ'D. LT. ,�aaNAVdBANyua;! S 19 20 21 22 23 24 25 26 No., 14629 ,a �'• s Z 0 STATE OF 1t� CERTIFIED BY: SYM REVISIONS SYMI REVISIONS DRAWN BY: WMS JOB NO. SHT. - DESIGNED BY: OMMONWEALTH ENGINEERS INC. Y H8739 4 RAW � CI I ti' OF CARN`'__, INDIANA CHECKED BY: JDJ ENVIRONMENTAL ENGINEERS AND CONSULTANTS EAST I ICth S rRE��-T IM!'ROVEMENTS OCTOBER I98 7 SCALE OF DATE 10-21-87 GREENWOOD, INDIANA INDIANAPOLIS, INDIANA I"=30' HORIZ 14 "=5' VERT o W L > LO J 01)I`� o to � � N 0 N F- to + + Z + z O O U U \ (MOUND) +29 STR. NO, 16 \ EXTEND EXISTING 6" P.V.C. PIPE, 23' OF 6" P.V.C. PIPE +71 STR. N0, 15 REQ'D. ADJUST CASTING TO (MOUND) GRADE PROPOSED OUTLET DITCH TO LAKE � � (MOUND) +00, 10' CURB & GUTTER TURNOUT +00, 10' CURB & GUTTER TURNOUT +00 10' CURB & GUTTER TURNOUT TYPE I OR II END +00, 10' CURB & GUTTER TURNOUT \ � 0 T TREATMENT � _ _ — — _ 50- a R/w'' —/Z - - 50' 8R/W — — — — II ALUM. GUARD RAIL 40'-0" N 4U 1 I I I � I 27+50,47' --- UNDERDRAIN 12" & 21" 1 UNDERDRAIN CONSTRUCTION 1 i R.C.P. �1 UNDERDRAIN ) UNDERDRAIN LINE "A" ( 11 EAST .r. I 116th I STREET (ASPHALT) 12" 2 II I2" CMP `�+71.8, F /"� H x �_ �— —�' 7 �- x x I 00, 2 4.I' w w C.L. F. w I� I w I \ I j 1 ( I I I I w 18.3' x h` X / I EE �, o I I I o �� DROP CURB REQ'D. I > I � wooD FENCE o o f y I �- � 1 ( w I I I Q I ICI \ I I x ` z 1 X I Q Q I I I � � I z i � I I � I 00, 3 CURB & GUTTER TURNOUT a I I 1 in I I I I co I �� 1 a l +00, 3' CURB & GUTTER TURNOUT +00, 3' CURB & GUTTER TURNOUT � r _ DROP CURB REQ'D. o r00, 3' CURB & GUTTER TURNOUT +80.5 STR. NO, 14 LDROPCURB REQ'D. ST--- - -___-_—_ DROP CURB REQ'D. +33 STR. N0. 17 ADJUST CASTING TO DROP CURB REQ'D. GRADE DROP CURB REQ'D. - ---- - — --- -- ADJUST CASTING TO GRADE a = a CC) L o — co m r + + + T.B.M. NO. 4 - TOP P.K. NAIL IN PWP, S. SIDE 116TH ST. BETWEEN 615 & 521 E. 116TH ST. EL. 845.875 O PAVEMENT REMOVAL REQ'D. In - + 850 P.V.I.+50 PROPOSED PROFILE GRAD P.V.I.+50 850 EL. 844.25 EL. 846.20 EXISTING PROFILE GRADE ALONG -INE "A" — V.C.= 0' .= u — +0.85% 845 . o +0.65% — – 845 — 840 840 26 27 28 29 30 31 32 33 34 ,��iiYleeleerrrlo� ®a o%��p R. So �� ` � f O!� No� ._ { 1462'9 CL e STATE OF �• e r oly^` SYM REVISIONS SYM REVISIONS DRAWN BY: CERTIFIED BY: wMs JOB NO. SHT. z DESIGNED BY: RAW OMMONWEALTH ENGINEERS, INC. CITY OF CARMEL, INDIANA H8739 5 CHECKED BY: JDJ ENVIRONMENTAL ENGINEERS AND CONSULTANTS EAST 116th STREET IMPROVEMENTS OCTOBER 1987 SCALE OF DATE I''=5' VERTIZ 10-21-87 GREENWOOD, INDIANA INDIANAPOLIS, INDIANA 14 \ I + I II I`O II � \ ► I I � + I P.O.T. 35+95.56 cL co — Lr1 134 � z ' Z � + I ! + U-1 I \ E ND CONSTRUCTION SIGN STA. 35+78.5 LINE "A" VALVE OL I I r I I \ F. HYD. / U.G. ELEC. ► I II \ 50' 8R/W_ - - - - , \ II \ �50' It aR/W 45'R — :— -- �� CONSTRUCTION �� j f — G LINE "All (ASPHALT) (EAST 116th II 0 STREET 12" CMP - - - - — -- - -- __ - - - — - - x x — x x +20.5, 12" CMP 17.3 / Q � 5R + \ > I � > I f as BI I _o c�>� I Y, J = I o QI x U 1 a- P.K. NAIL rl rn + P.O.T. 35+95.56 LINE "A" + PAVEMENT REMOVAL REVD. O + P.V.I.+50 P.V.I.+50 END CONSTRL CTION EL. 850.45 EL. 850.85 STA. 35+78 LINE "A" V.C.= 0' V.C.=O' . i PROPOSED P110FILE GRADE i 850 0 +0,40% C EXISTING PROFILE GRADE ALONv LINE "A_�_ ____ 850 +0.85 /o —0.25 /o � LEL.. 850.78 845 INV. EL. 847.9 • 845 840 840 i 34 35 36 37 38 °� �VD Rn9Qpl���9 ocTF ®�� o No. _ 146219 s ,,ATE OE z 0 , SYM REVISIONS SYM REVISIONS DRAWN BY: CERTIFIED BY: wMS JOB NO. SHT. DESIGNED BY: RAW OMMONWEALTH ENGINEERS, INC. CITY OF CARMEL, INDIANA H8739 6 SCALE OF CHECKED BY: JDJ ENVIRONMENTAL ENGINEERS AND CONSULTANTS EAST 116th STREET IMPROVEMENTS OCTOBER 1987 DATE 10-21-87 GREENWOOD, INDIANA INDIANAPOLIS, INDIANA 1"=30' HORIZ 14 I"=5' VERT 15 BEGIN CONSTRUCTION STA. 11+00 LINE "A" 0 31 30' < 31 (TYP) < 71 33 0 8 0 +0 1 > 0 CL 4 > z 4 = EAST 116THSTREET 4 LANES o + 3 ol R2-1 (30 MPH) OD + 0 0o > EXISTING MARKINGS _j U) m TO BE REMOVED 20 25 31 EAST 116 THSTREET 4 LANES 4 31 4 5 Ll rltl cn 35 30 R3-7 (L) 39+00 O l__R2-I (30 MPH) - _END CONSTRUCTION TA. 35+78.5 LINE "A" Ln N Lo 8 I 3 3 9 EAST 116TH STREET 4 LANES _ __ _ -- - --------- � rn L 31 4 ------ R3-7 (L) R3-7 (L) + LEGEND EXISTING MARKINGS NOTE: LINE, SKIP WHITE 4" 0 ALL PAVEMENT MARKINGS ARE TO BE HOT TO BE REMOVED APPLIED THERMOPLASTIC. LINE, SOLID WHITE 4" THE REMOVAL OF EXISTING MARKINGS TO BE LINE, SOLID YELLOW 4" INCLUDED IN THE COST OF THE OTHER ITEMS. SPECIAL MARKINGS, LANE INDICATION ARROW SPECIAL MARKINGS, WORD (ONLY) R S I G N S a I I;I T'f No. 14629 PAVEMENT MARKINGS ','ATE 1 4"� DETAILS CERTIFIED BY: JOB NO. SHT. 7 Sym REVISIONS Sym REVISIONS--- DRAWN BY: CITY OF CARMEL, INDIANA H8739 DESIGNED BY: OMMONWEALTH ENGINEERS9 INC. OF 116th STREET IMPROVEMENTS SCALE 14 CHECKED BY: ENVIRONMENTAL ENGINEERS AND CONSULTANTS OCTOBER 1987 1" 30' DATE INDIANAPOLIS, INDIANA GREENWOOD, INDIANA ~ | - ' STATE PROjECT NO I,trCAL SHEET TOTAL 5 IND 7A 14 Photo- Cell and Controller Photo Cell and Controller Provide min . 4ft. of spore cable for connection to transformer Weatherhead and ringing of conductors by Power Co . Provide Min . of 4' of each ccrble and ground wire Height will vary according 2 " Rigid AluminurT Conduit with !-JSE - RHW Cu for connection to control switch and ringing of to pole locations and utility conductors 2 1 / 0 Cu and 1 1 /0 neutral Cu. only allowed conductors by Utility. requirements . 0 2 Rigid Galvanized Steel Conduit containing C: cable - duct & ground wire . 3: 0 Disconnect Switch 2 " Galvanized steel — E V__� -.- - Power service circuit breaker cabinet — L_ 24 conduit riser 0% 0 - see TYPICAL CABINET WIRING " DETAIL :3 T- or 5 D grounding bushing Provide insulating section at cabinet eto' l " B " *,,66 Bore copper �- T if alum . to steel , waterproof . ground wire *a ground rod . 5 Approx Install one circuit f Contractor to Ground Rod (Consult per 2 " galv . rigid conduit and 1 1 �-T 4& 6 Bore copper grounding Utly Co.) wire u.p riser to weatherhead circuit . 1 / 2" X 81 Copperweld ground rod Contractor to Instal 1 1 /2" X 8'- 0 It SERVICE POINT TYPICAL ENTRY INTO RISER grounding lug with no 6 solid bare ( POLE AND STRUCTURE ) copper wire . Connect ground wire to TYPE T ground rcd by means of suitable clamp . DETAIL " B " Cable duct to hana free a min , of 18 below end of conduit to bottom of trench. No conduit elbow desired . SERVICE POINT TYPE R Supply line from Transformer 2401480 V . 0 L ' ne side conductors 2" Alum Riser conduit Hub locknut fi grounding bushing 2 Pole 480 Volt __T Main Breaker 1. CABINET & HARDWARE SHALL BE WEATHERPROOF, RAIN I H 1 4 NEMA 4/ 5 , 14 GA , ALUMINUM OR 16 GA , STAINLESS STEEL WITH PROVISIONS FOR PADLOCKING . rNEUTRRL E38S 2. 13USS BAR ASSEMBLY SHALL BE 600 VOLT 225 AMP BUSS FOR 240 VOLT SINGLE POLE BREAKERS OF THE SIZE AND QUANTITY INDICATED IN THE BREAKERS SCHEDULE . Plastic Duct Grounding Bushing all conduit 112" GaIv Steel Conduit Lill Ground Wire INDIANA DEPARTMENT 6 Bore Copper OF HIGHWAYS GaIv Steel Conduit DIVISION OF TRAFFIC SERVICE POINT DETAILS TYPICAL CABINET WIRING ENG. OF SIGN AND LIGHTING DESIGN REV DETAIL F T 1 ff Solid Copper Bare !C' AWG Stri�nded Copper �� For Ground Rod Con 7B nection _ _-- 14 THN Pole Circuit ��� � y `� ��IC AWG Stranded Copper THW Solid Copper Bare r" L 1 II For 1�1 i- r � Ground Rod Connection DETAIL H a Vii, ;i_ufill 1,12 13 UNC �! I! I 10 AWG Stranded Copper THIN '�� I) () ( By Mfg, 0 ,; II .I ra Between Insulating I-inKS and t ti t Fused and Unfused Connector III I I f I III ' , Kits 1 1 1 1 ( 1 N r F � T`- J i _ _ t i ' � �iMiNA RE Tt t�E L'E L H�7T H Stranded Copper THW = Stranded Copper THW - ' _ ♦ Hi;R'. ZCN AL AXES AF c_ T i PP _ T - I EREr, E0 G `>olid Bare topper Conductor. �d "B" Bracket Anchor Bolts !�.onnect to FI-)ie Ground ( �jg By M g Conduit Bushing I i/2'' Conduit 1/2 Conduit 1/2 13 UNC F�ac b Of Mas' Arm l�nc�t I � r f - I" Radius -- = . I I By Mfgr .)et HOCK . I I ti Al " Ties - ------- i - -- _ _ ade ki f ` I r 1, -- — _ — t —r---- 2' G R S Conduit t' Oxidation Inhibitor shat " be liherci'ly applied � � to all mating surfaces with dissim iar n�t ter ials onduit ci GROUNDING POST DETAIL - A T U, II I i rs iC:� AWG Stranded tt VV Coer THW .. ... .. .. , ,� F t�F id _- PP r � ,c � DE i_ A l)se ony one of the above grounti'r',a rrtPrr•r}d�. i a� I C 'r 10 AWG Stranded Copper THW `� - - -- Solid Copper Bare For Ground Rod Connection . Solid Copper Bare x �� pp�'i wPl(7 rniirtii - � . ._ I For Ground �c7d Connection •- 1 r I � � L Set tSa(;K I I' 11 r- DETAIL I <' L C i� ��� �,roove il,� I IT n_a, 11, DETAIL D 7 _. Compression Lines I� Groove .,A.. Ti 11 'r ;' � 1 �, � „ , i, L� i LsF� �; " )ie i�tt4 Hand AL RAISED LUMINAIRE FOUND-ATION Y' rf SPECIAL L 1� .I �� �>r 3 Hyd au oo , ''C'' According tc Mfgr s Specs Groove i i No E T f,i � � . !c) reccve Stranded Copper THW Groove B 4 r upp„er C and �-1or � I , Stranded Copper THW � •• _ � I ' �,roove 'C � receive O - t,oppe► Conductor i • _ 3 Use of Inhibiting t:orr?pound Is co N I wi e iori�, 1 Mondatury tot A n ct � N r ^4 Mf r t( t,P `i,±rnilc DHH 4( AC �� I. � I I I g i. � rf [ _ r : MULTIPLE COMPRESSION FITTING DETAIL B � '12" Conduit t liit hor ' ,oiid Hory .:capper t-on�jurti�r ,�u!ratnr, rirn c;,u}nct t To Vole Ny!CW (Y-Ke? hr�rtitr I I Ivred Cop �r �}ul' F�i��hlne n c i ! C-Wnprt?SSiC>r V. � h er F+ � t iensions a n d ProtUSorS s f r a ! y}� -Un>: Wnik ��f ltlf / ` )If' ManUt'J��tirf�r „ Inhibitor c,}�nipouno F i!led y2 GR.S * ' I 2''G R S +"�onduit� <t Conduit Markings t %�r (_ornpressi+ln Crimp i LEGEND j NOTE INSULATING LINK DETAIL - C t' Ground Post F� S Conduit ? A i low sufficient connector slack to permit I the withdrawal of the connectors outside Oi 11 H Self-Insulating Splicer the pole handhole. I I 1 'es I-,� ( Insulating Link) GD Mult r7le i,rnpressinr, i ;tr,q F Unfused Connector .. 1 x t�pr, wf l t r,>t�n:7 . Fused Connector LUMINAIRE CONNECTION DIAGRAMS � r , I I A Ing �4c7r- kPt a d 1.. )nC.rPtP Multiple Compression Connector insulating L Ink � � �. .� � -",k �► � Fuseholder - 6 t Crimp �� - � i 1 � : : .� , i , Connector i Cr • L ineside 1 Loadside Connector ' Bayonet Receptacle ' Y r . LUMINAIRE FOUNDATION , J � `�tnp sufficient length of insulation to � to allow application of both multiple � �`�10. and single compression fitting,, = �o,p Insulating Boot insulating Root '2 BAYONET DISCONNECT CONNECTOR KIT DETAIL D %y,�� DE TAIL E H err,"'" SHEET 8 OF 14 , : A , , w A , , 1 r a , , t a r < r I 1 r I j - y _ : 1 t r r 1 j y _ _ 8.50 S A d, 14,+ 00 a° 12+50 11 ,+00 1 a451 845 . _ . X14 Li ` L_ , 1 ! t 840 840 - ' �!49 1 L r , > r II i j i 850 850 , 1 8 13+ 0 12+00 I0+50 845_ _ 845 _ 4: _ _ 1 5 1 840 840 r r f k x `� i , t � , r 350 N 850 8 5 Q i 845, , L 845 _ ., ._��..., I3+00 11+50 10+00 i 840 840 0 _ . ! 84 1 i _ �091FMY/�p�p f"-10' HOR1Z I''=5' VE RT ,� P R. $f�, DST Q Nth. COMMONWEALTH ENGINEERS, INC. CITY OF CARMEL, INDIANA �x„�� Qfi � �� EAST 116th STREET IMPROVEMENTS 4 s '� �i� .� ENVIRONMENTAL. ENiGINEERS AND 98 © . CONSULTANTS OCTOBER 1987 ,�(�tr►r+�'- \ � � Mkt 1 i - r SHEET 9 OF 14 J a P i w i W t , I i r i r _ 850— 850 , 7 ; r _ . f 1 - : . 845 • . .845. . . mom— i - _ _ E , 840 � X4-0 8 r I , I ; T { , r I a r I 850 850 17+50 16+5Q 15+Q 845 `� g45 -; - 84 840 _ 840 rk r ' I r r , t �l r + I g s k 850 _ 850 IkN _ P 845 -> 415 : _ - - - I7+00 ' 6+00 , 840 . _ 840 840 j 1 I 1''=10' HOR+Z 1' =5' V E RT �w"�"` ►�� IA i , COMMONWEALTH ENGINEERS, 'INC. CITY Of CARMEL, INDIANA • STA 5T 116th STREET IMPROVEMENTS EWPONMENTAL ENGINEERS AND CONSULTANTS OCTOBER 19 8 7 � ' ��,�M L I s � r f { SHEET 10 OF 14 i i i i , i , W I 7 _ 1 i _ , . ` 850 - . , � _ _ , _ _ , _ _ _ 850 22 �JQ 0+21, 9+0 , . , 45 _ _ _ _ : _ _ _ _ - - o _ _. _ 845 _ 4 i 840 . r , , , , g i 850 850 8501 21+50 20+00 18+85 _ 845 845 845 Q 840 8.40 _ �3�4a , .: t t 850 0 845 ;a. 845 X45 t__ _. r , - - - 19+50 18+5C? 840 840 _ __84Q .. , F=10' HORIZ 1„=5' VERT �apz9e�a�ee�oo . R. CITY OF CARMEL, INDIANA COMMONWEALTH ENGINEERS, ;IIVC. �:t 5 T nE' �F EAST 116th STREET IMPROVEMENTS ENVIRONMENTAL ENGINEERS AND CONSULTANTS OCTOBER 1987 s _ 'pis f{� •.....-�� .. t y I S HEET II OF 14 LJ , e w N I , ` I i , I �.1 i Y , i 4 , j I I ; I , I i 85O 8 0 _ + . . 5 00 50 26+44 - , , , 8 45 , 845 { I I 1 y r , I I 1 t , I , , , }II O O , 0 j` I 1 r ' 84 0 840 , 1 , } , ♦ v N i v } I . 6 , 1 ` I , { � i I i I q i t _J A 0 .. 1 1 w I ` n I , } i 85O r 850 — -- --, - I 26+00 24+66 �; 23+00 _ , 845 845 ' 840 840 Lo I a ♦ r r w 850 850 — 850 t S 845— __ 45 8 845 I 25+50 24+00 2+5 , 2 0 , 840 . 840 it I i 1-=10' M RIZ I''=5* VE �uue�la�eo��p 0. ct i ,t _.. p COMMONWEALTH ENGINEERS, iNC. CITY OF CARMEL, INDIANA OF _. EAST 116th STREET IMPROVEMENTS � �, s { CTOBER o: 1987 s . ENMROMMENTAL ENGINEERS AND CONSULTANTS , } I -.-- I ! I : I I - � 1 . �! I .. . � I I . I � I . , , . I I , I I - � I . I � I � � I I i � 1 . I I . � , : : I I I , , , I 1 4 1 � . ; � . I i I . [ � - � I t I -I . i � � i � . ; .- -I : I � � - ; - - . � I I � I � � 11 �� � I � � � I I � I I I � I I I : I - - I . � I I I I I I I I � i - I iii - - ____- -- - : -------_---,-- j , , ____-__ I-____ i - : � --- . - --- -------.-- _.-- I t -_ - -- - 1_4 1 1 t I , � I -11 I—1, -----.-_--------_- ----_t_.--_ -_ ------_ - - --�___ --4- *-�__ I .�- ; ! I � 4- -_-_ I T - -_ - - -_ __ -_, -i__ I__- -, . I ; � � . I 11 i � I I . I . I . � I � � I � I � . I I . I - I � : i I � i i � � 4 -___�- -______- ---- -,- �__ , �________, _. i i , I , , � * , I � . � . I I � � - . . , , , . tt ,- __4___ - ____4_4- ___ _____t____ ii _____+- ---. __, - I �-,___�___ _. - - --- _____ -. I - I I � I I , - I I - � I I , . � , . . . ! � ------- : --- � I I --- -__�l I . i I I I I-_ I - - ___1___--_�-_�_ 'i _--i __I � I -,- - ---- - - I I I I . I 1 � ; I ! I I I I I . i I i : . I i � - I . I . � I I I i I I I � -________�_�I __-+_ I : I _� I , I . , � � i � I I I I - I i 4- , . 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I � I I - -t-- - - -- -_- ---- z- I � � , I I I � I i i I I I . . - i I I-- I : I- ! : I ! ! � I , � I I : ---_AL-_ - - ----- ,�- I - - i . - � �- ", , � - , . � �: - , I � I I -,L.I t� I I � I I I . I � i ___I � I � 4 � - � -t 1 ��_ I � I I I I - I I i t I . � � 4 -I � I I . � I � . I I � . . --- - �- -------- ---, i i - - i -- r I ,, . : i � I I - : __-,- , , , ______ __ I&- ______, __ - ,___.__ ____ - �__ .--,----- - ___ _� -__ , , i I r : i -___r . i ,- - - ---- - --- t I I - t � I � ; � -_ I -I I � - -- I I � ---4--- , ! ; . I I � � i . ! - -I -t-- - : , - � - I � - : � f__ - � . - - -_�--,_-_____.--- I � -_ ---____ ----- i i _ i - I I i- i- - - , - � I . I � 4 -, - , -I t � � . I I � � � I I I I I i I -I I I I � � . I , . . I . . I : ! : "L-,,�\ i I ! I I I I I - � � I , :Z� - , ! 1 t - � � � � . I �-- , -� I � I � I ; f ; -_ I . I I- ; ---- -1 --_-r-- I - .---_- - -_ -- - -_ -_- ---------- I I I t t- I f t � + I � - I-_ -- t �� � 4 � . I � � � � � . I I + I I I - f��--� I I : I I ' I � , I L I , . , I � I I I I � j I 1 ' ... - - 1 i . I I . I , I -� . I I I -- : I i I - I t I t: 11 * ,I : I - I i i I I - ; � � I - -- � I --_I -_-, - - I -t- - I I , I - I � , - I : 1 I - --- � � � -t , I � I i I : I , - I , I I I , , ! , f T I : , f _� i , � I 11 1 i i I � I , __� , I I I I �� , 1 i , - I I - I 1- , ----[t� t , t I � I 1 1 - i I , , , - I . . : ; : ; 1 f : - . I I � . � I - - t� I I : I � � i - , i- ; - , � -_ - -_ � _. I , : I I I i : � [ i I - �� . . I - - i I : : I I , T-r-- - - -r - I : ��I � I _� f T_ - - - f ' , � 1 ' I 1 - �: - - - , � - t � � - � � - I I � I I � I . . --4 - - - I . I I � . I 1 4 - - i -� -- . I - : I I I I I I I : � - -� , I 1 1 - I , t - ---i - � - I , I , , � I 1 1 t t-� 1 I ! I-I I I - [ f I - I I � I ! � I I __ - __ I I � i � I , I . � . .1 . , � , -_ i I I i I i I -_ � I -_ I - I ; � I 4 I : -1 [ ! i � : i �_ i : - T_ I - - ____ - -- 1 1 . . I � I � - � I I � ! I I I - [ I - , � I : ; I - - I - . 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