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Carmel Olde Towne Streetscape Design - S SCA I DES G A, C A I i L .ej L ""1 0 J D i L i L A_ed j__L JL i OWN I�N 71 _E0D0 _Fk JOHN\rSON MAYO li �UNORAIuLE H ? E 9 1L 5 USA � fO Es c� � � � RAB - LIE RK - 1 ASU Ille � i 3t MAINSTREET 131ST ST. BOARD OF PUBLIC WORKS AND SAFETY j cARMEL �- � -- CITY COUNCIL MEMBERS U-11 I, i 'i THEODORE E . JOHNSON _ __ _ CHAIRMAN � I - : I FRANK T. FLEMING JAMES QUINN Li Z � RICK McKINNEY _ _ _ __ _ __ _ _ . . . ____ MEMBER ' I "` < -- - - - THOMAS KENDALL LUCI SNYDER 0 I, STEVE BROWN _ __ __ . _ _ _______- _ MEMBER � � CHRISTOPHER PAINCHAUD TIMOTHY STORY II ALAN POTASNIK APPROVED BY - { - 106TH BOARD OF PUBLIC WORKS � AND SAFETY AErM THEODORE E . JOHNSON CHAIRMAN � �/"� � � �� C � ATGS � Il � �r • II P ROJECf #47073 RICK McKINNEY MEMBER APPROVED BY _ _- .- - RICHARD W. BUT41N, P.E. ' - - -- - - - INDIANA P.E. N0. 60880137 � STEVE BROWN MEMBER � ', G�¢ar� c. ocr�E row�vE S�EErsc�l°E /Cowl�t/ /Wa4g: r \�\;. I ARCHITEG'TS • ENGINEERS GHAFARI ASSOCIATES, INC. 5875 CASTLE CREEK PARKWAY NORTH DRIVE, #136 INDIANAPOLIS, IN. 46250-4327 PHONE (317)845-9666 FAX (317)845-9682 THE ROSK I " GROUP, INC . ARCHITECTURE ENGINEERING PLANNING i 7002 N. GRAHAM ROAD, SUITE 105 INDIANAPOLIS, IN 46220 PHONE: (317) 849-8442 FAX- (317) 849-8840 I I � REVISION DATE 833.03 j O SWK. E/ 832.38 i i Ent. El.832.41 El' E�^tlC. El. 832.46 i - I BARER Z —� AP*LE >IS�norao,L CITY ARTI-E BASKET hLAH OFFIGE LAW OI'PIGE _ l - BANK p i h US,:: ric`I •JN i0 c`I trh tr=c'1 trh (`/m 1 % p0 ` ji o a ►T�. oR m� 'i" 44 i �i o W`w �w �u, �w �u, emu, GARM K". Nnndory Ac n n a h - - Sn APED _ _ w 826.w W W _ r x r x v — _ w w w ��, ; 5 �5 w w uSk vx v 00 O u5 u5 t u5 W w` 3 W It Q _� p Go I o - - — — I _ r I • r J V� - - r- East Main Street :Nest Main Street -- -- - - - - - -- - Bitvminovs I ), I I I' I ' I , i I J r - J I I I �,t. El. m r- m r p cr a h ,p `lam- ry N h ry h ry m N h F m F ip m m , m aJ eJ W W POOL�Y mm 1u W W W W Wr- W W ((( — ~ p ry .W W W .W W 1u F z Ent. El. 832.12 u; `W w _W tu k w` ti 6 k .s u5 dd k.s '�'� • � �pU� � 'fnYC. El.831.63 ((� I ISSUED FOR k � ILL s>1 0 m q W q I Unknown 6rifie - - Q nl'o_ ,�v 28"nt x 22"D APPAREL AM GOShITICJS d rl Ent. EL 831.71 _ .. i SWK. El, 631.44 THE 6ifT BASKET°JFIOPPL` � i Ent- El. ray, li 7: A I�� I I 0L�E TONE _ -- \---J i CITY PARK S T rR E E T S G A F E C J V! { t� PROJECT 41 013,01 (1 I FILE 4-?013A0.DW v �> r- LEVEL 1. ii DATE 5/25/cI5 (� IN CHARGE R. 6UTY41N ? DESIGNED IF* 2 CARMEL OL=�E TONNE 5TREET5GAPE L�E51 GN °�°''^'" T>� 5v A _ C CHECKED i ! APPROVED DATE t NORTH SHEET TITLE %I I CARMEL OLDE L 0 20 40 80 "� TOWN STREETSGAPE I DESIGN 4-70-75 AO F/Z� ..Woo/ JOB NUMBER SHEET NUMBER i PLAN NOTES PI PI NEW 6" CONCRETE CURB - SEE DETAIL SHEET A4 NEW 4" CONCRETE SLAB SIDEWALK, SEE DETAIL SHEET A4 DI - ARCHITECTS • ENGINEERS - - - - - - -- - - - - - - ------ - - - P TYPE A - NEW BRICK PAVERS SIDEWALK - 4"x8"x2 114" OVER 4" CONCRETE SLAB AND - - - - � - - - SAND BED - HAND TIGHT BUTT JOINTS WITH A HERRINGBONE PATTERN TO MATCH EXISTING PATTERN AT METRO BANK SIDEWALK - SEE DETAIL 1 GHAFARI A550CIATE5, INC. P3A TYPE G - BRICK PAVER STREET SEE DETAIL 6 5875 CASTLE CREEK PARKWAY (COLOR TO BE DETERMINED AT LATER DATE) GS NORTH DRIVE, #136 - - - - - - - INDIANAPOLIS, IN. 46250-4327 P4 TYPE B - NEW BRICK PAVERS - 4"x8"x2 114" OVER 4" CONCRETE SLAB - HAND TIGHT BUTT 11c hHONE (3I'7)b45-9666 JOINTS. GUT AND FIT ALONG EXISTING BUILDING LINES - SEE DETAIL l � ONE (31P4A TYPE D - BRICK PAVER STREET SEE DETAIL(COLOR TO BE DETERMINED AT LATER DATE) 2'_0.. I P5 CAST IRON TREE GRATE - 3'x5 x3/4" - SEE DETAIL A P5A CAST IRON TREE GRATE - 3'x3 x3/4" - SEE DETAIL F.F. El. 333.05 o o z THE SWK. El. 832.38 ��__` . P6 STEEL TREE GUARD BOL TED TO THE TREE GRATE, SEE DETAIL A _ Z ; R O S K a� PI W ' GR P7 NEW STEEL POLE AND STREET LIGHT FIXTURE - SEE DETAIL 5 , P4 OUP, INC . E2 ARCHITECTURE P8 NEW STEEL TRAFFIC LIGHT POLE. INSTALL AT EXISTING LOCATIONS, SEE DETAIL -O" " � ' Q ILL z E2 O ENGINEERING �I PLANNING 7002 N. GRAHAM ROAD, SUITE 105 Pq HANDICAP CURB RAMP - SEE DETAIL +NDiANAPOUS, IN 46220 Pa PHONE: (31 7) 849-8442 PIA HANDICAP CURB RAMP - SEE DETAIL � � Fax: (31 7) 849-8840 GB v z Q P2 PIO 6"PERIMETER CONCRETE PAVER CURB, LEVEL WITH NEW CONCRETE PAVERS AND I EXISTING STREET ELEVATIONS AT STREET 1NTERSEGTION - SEE DETAIL 6 Ent. El. 832.xl G SWK. El. 832.47 I -- P2 Fill EXISTING HERRINGBONE PATTERN BRICK PAVER 4 METRO BANK TO REMAIN. NEW � BRICK PAVER TO MATCH EXISTING HERRINGBONE PATTERN. PI P7 REVISION DATE PI2 EXISTING CONCRETE CURB TO REMAIN 4 I --G.l F13 EXISTING CONCRETE SIDEWALK TO REMAIN P4 a P14 EXISTING GRASS TO REMAIN, PATCH AND REPAIR ANY DAMAGED AREA DURING THIS CONSTRUCTION TO MATCH ITS OR1GlNAL CONL7I TIONS. - P5 Ent. El. !332.45 � c� P15 EX157l NG MANHOLE COVER TO REMAIN. CONTRACTOR TO VERIFY EXI STING LOCATION AND - DE51GN TO COORDINATE A1 7H NEW WORK SWK. El. 832.46 Pb 6„ P16 EXISTING FIR HY RA LOCATION 2 — - m E D NT TO REMAIN. CONTRACTOR TO VERIFY T O COORDINATE WI TH NEW WORK I s F17 TRAFFIC, AND INFORMATION SIGNAGE. (SUPPLIED BY CITY OF GARMEL CONTRACTOR TO P2 FURNISH AND INSTALL ONE (2"x2") SQUARE TUBE GALVANIZED STEEL POST FOR EACH SIGN (PAINT) - SEE DETAIL 5 CONTRACTOR TO COORDINATE W/ ARCHITECT P3 FOR EXACT LOCATION A i CARMEL OLDE 70ANE STREETSCAPE DES16N P18 LANDSCAPE AREA - 4 TOPSOIL WITH PEAT MOSS AND FERTILIZER READY FOR PLANTING � p-I j P7 Al PURPOSE. PLANTING DETAILS, SEE '4 3 AND 4 -- -- ' I - NORTH A A A - 1 � p Plq STEEL BENCH (6'-O" LONG) A/7H SURFACE MOUNTED SUPPORTS AS PER 32 MANUFACTURER'S RECOMMENDATION. (ALTERNATE #4) P� I �� P20 REPAINT �� EXISTING PARKING STRIPES (4 WIDE) AFTER THE CONSTRUCTION PHASE, MATCH LLI THE REOUIREMEN75 OF THE C/77" OF GARMEL. P2 0 P3 Q , I P21 GALVANIZED STEEL PIPE BICYCLE RACK - SURFACE MOUNTED W/ 5 LOOPS TO P3 P2 a AGGOMMDATE 7 BICYCLES, SEE' DETAIL ! A I N i A4 F22 STEEL TRASH RECEPTACLES ANCHORED TO THE FINISHED SIDEWALK AS PER - _ o MANUFACTURER'S RECOMMEOATION. (ALTERNATE #5) P5 - F23 FURNISH AND INSTALL GALVANIZED CORRUGATE METAL PANEL ARCH AT EXISTING uj - AREAWAY. FIELD VERIFY SIZE. P24 ORNAMENTAL BRICK WALL SEE DETAILS A AND A I NATIONAL CITY F25 MANHOLE STRUCTURE FOR FIBER OPTIC CONDUITS, SEE ELECTRICAL P4 2'-6" BANK SHEET FOR MORE INFORMATION. SEE DETAIL ! FOR MANHOLE DETAIL. W PI BARBER APPLE -- APARTMENT BASKET SHOP ; _) j PI o PS m m — \Z � LAW OFFICE LAW OFFICE GJ El. 026.Iq `� .jj3 O w w LLI w �° - ° N - - - --- - -- --- w � � � - � W � 'T A4 w A4 A4 o TY IGAL / I TYFIGA _ -- - - --- -- ---- -- - -- --- 2 ISSUED FOR w T,Yf'IG L GJ o i /DETAIL; i Q DETAIL'" -- - - - - - - - - - - - - - DETAIL i 3 4 i A4 LJ LJ Q - _ P4 ,P2 P4 — P4 -- P4 2 P3 I - - -- P4 P4 P3 I P4 � P4 � PS PI5 - - Pb P5 a� P2 9 N o m - - �GJ—..a P7 i P2 GJ � C,.1 P2}� GJ O 28'_0" � 28'-0" I , a-o 20'-O° 201-0° 20'-O° 20'-O" ' - - GJ E J SAE ER SHEET A2 LAYOUT DR I iV r y ES G -O" 25 q - - - DIET l> Et 51ONIS. - - - - --- 2' -O' LINE UP A/C OF DOOR EN TRA NGE I (STARTING POINT) APPLE BASKET p 3 ---- -- - -- - - - - j 4 --- rt— a 0 L 1�E STREE 4 West Main Street - _ Ea5t Main Street Bituminous SEE SHEET A 2 FOR ' 4�_ V i um it cU5 PROJECT 4 703.01 m - -- ---' --� -- - _ - - -- - - -------- -\ y --- --- ------- � 4-1O-13AI.DWG BEVEL t DATE i IN CHARGE R. SUTWIN �? o DESIGNED TRG 4 r'' a DRAWN TF6 APPROVED DATE - - -- --- -- — --- ----__ SHEET TfTLE Plo ' F.F. El. ENLARGED i- Ent. El. F, LAN 4`70'73 Al JOB NUMBER SHEET NUMBER cv t C1 i I i i i I I ARCHITECTS • ENGINEERS i HA G FAR! ASSOCIATES, INC. 5875 CASTLE CREEK PARKWAY NORTH DRIVE, #136 = PIO INDIANAPOLIS, IN. 46250-4327 1 - -- - -� -- -- - ---- PHONE (317)845-gbbb FAX (317)545-a682 THE ROSK , _ o N 016 GROUP INC . - - ' _ SEE SHEET Al FOR -_ -_- _- � � - --- ARCHITECTURE PAVER LAYOUT DESIGN O Fast Main Street ENGINEERING AN L-) D l E?7A , P LA NNING l - --- - - - -- ---- - - --- -- - -- ---- - - 1 ominous 7002 N. GRAHAM ROAD. SUITE 105 -- ------- -- --- -- - - - - ------ INDIA 220 _- ---- --, — - — —- — - _ _ _ - - - ----- - - - - - - - - INDIANAPOLIS, IN 46 S PHONE: (317) 849-8442 FAX: (317) 849-8840 Q, - ---- ---__- _ -- - o - - - - -- - - -- - --- -- o° i 1Ae5 t Main Street T � , - Bi tom inous -- ------ ---- -- ----- --- --- - - ---- -- - --- - - -- - -- - PIO _ - - - -- -- - _ REVISION DATE OF TREE GRATE v 5EE SHEET Al. FOR 1 � 2 LINE UP 1'V/ � OF DOOR ENTRANCE Q I -- -i - -- ---- - PLAN NOTES (ST,ARTING POINT) No. 5 MANE STREET ' �/ 21-0 20'-0" 20'-O" 4,_2, FIELD VERIFY j �v PI PI 5'-6" PI p2 m O - - - - - _� i PZ P2 n P2 4' 4" 4' 4' 4' 4' 4.. 4 4„ 4' 41 P a. GJ 5 r•---GJ� p P5 � � --, 5 P P4 P4 - __'_� P4 N �'- pq P2 G P5 P P4 6 6 i� P3 P3 �� - P4 P3 - - - -- GJ _ p4 P3 P3 P4 6 pq — P3 PIS O �� PS �,, � -- - - - - - - - - - - - __—_ _ _ - - - - - - - _ _- _ ' - u} - - - 2 W ' I �� — ---- - Q , PIO GJ F.F. El. P4 Ent. El. A4 / PI 1 PI P2, TYPICAL DETAIL r r Z Z r m �I CA m CA FOOLERY L GJ QL P-7 U ,� zip W W Z 1- W W I1J PS per tf1 v - Z GJ W + iL � � � ZQ GJ- v 1L W W � � zQ Ent. E!. 832.12 - P2 5 p I PIS o 3AK. El. 831.63 P6 w j EXISTING j TRAFFIC U ' FOOLERY p w I �z Unkwown Grille r ; O +_- j SIGNAL O I , Box v I A4 TYPCIAL DETAIL Lu Ent. El. 831.71 _ _ P14 2'- ,, 3WK. El. 831.44 PQI THE GIFT BASKET SHOPPE 3 -O Lu - � - - - - -� --- - / I Ent. El. Pll ISSUED FOR METRO BANIG i' A� 1 �� ►l5 i C A R M E L OLDF TONE \� P 14 57REETSGAFE , _ I� S 1 C�N If J GARMEL , G I TY PARK s Q •, �_--- - I � P7 � PROJECT� 47073 OI m FILE 47073A2.DWG O r LEVEL n} O DATE 5/25/g5 ! GARMEL OLDE TOWN 5TREETSGAPE DESIGN CHARGE R. euTwlN L1 DESMED TRG ' A2 DRAWN TRG � f1\ o NORTH CHECKED �U i <I APPROVED DATE Q - - - O 4 BCC .A S I Arc EET �2 SHEET TM-E i ENLARGED PLAN i n � 4�0�3 A2 JOB NUMBER SHEET NUMBER I I • CJ 1 U1 i (1 I -r! -PROVIDE G v � A5PHAL T ARCHITECTS • ENGINEERS TOPPING -- \ .,•� / GHAFARA A550GIATESRKNG \ NORTH DRIVE, #136 \ j INDIANAPOLIS, IN. 46250--4327 PHONE (51-T),545-xbhb FAX (51-1)845-G682 /-CON5 TRJG TION L 1 M!TS-,\ �o., THE � �-- RO SK GROUP INC . j ARCHITECTURE ENGINEERING FIELD VERIFY PLANNING 7002 N GRAHAM ROAD, SUITE 105 INDIANAPOLIS, IN 46220 PIS \� �/ PHONE: (317) 849-8442 FAX: (317) 849-8840 ( ; PROVIDE ASPHALT gyp° \ PAVEMENT (DL I 450 \ 45 REVISION DATE w P� Z � _ I � w = A4 P4 --- Q 0 --- 20' RAD. 4 ' O ►� P� Pi ll to sj ECONOMY , ``� -t P3 , s< _ _- `p GARMEL MUSIC �0 "-� ELEVATOR j N 6,01 . � - o f , `� w CENTER _ w _ w EXISTINC�-L DSCAPED `� i w � Ww 2 PI8 2 I ! A w ., � � 0 - 5'-4" i I . jI 20'-O' 3'-O 4'-0" 1 P18 ^'�/ 1 j j j li O � Plb r �50. ' - _ - - - - - - - _ - - - - - - - - - - - - I 4 - - _ - - - - - - - - - - -- - - ---- I ++ t1-- - - - - P4 P3 P4 P3 cp P4 Pq � _ � P5 1 � , I PQ P4 I Pb P5 -- P� i (y ul P4 P-i cD � _ . ry REPLACE CURB AND - --- ,r - - P2 - - -- - -- - I --, P4 - p� p4 --- � �GJ,:.. CONCRETE DRIVE TO -- `� - -- _- -------- - - -o DF4 P2 GJ P� P2 P4 2 -O - P7 IJ� �.`"� �C __ o I - ---� - - - _ -- _- -- — - ---, 0 -- - --- ORIGINAL GONDI TION5 �� ` - m P2 m �GJ-" i ' 5'-6. J -(P2 GJ P2 pj 5-b 1 3 6 � t �EJ-= m (P6 P11 PIS �, 1 3I-.. 6 O„ ! J - EX15T CONCRETE I P1 38'-0" 4b'-0" I' 20'-O" I \6 �' I j + ±161-611 20-O �O'-O I6 -b' j YVALK TO REMAIN i EXISTING CUR I EXI5TING CURB .tl� T 2 T I I (FIELD VERIFY) I (FIELD VERIFY) j INLET ! INLET I 2 ! t L_ 2 -1- -LINE UP W/ !G OF DOOR ENTRANCE -LINE UP Ai' CORNER OF EXISTING BUILDING I (STARTING POINT) GARMEL MU51G CENTER Qi X West plain Street � BftUrT'lll'IOUS LINE UP A/LC OF DOOR ENTRANCE -LINE UP W/� OF DOOR ENTRANCE (STARTING POINT) CHINA TOWN --LINE UP Al LC OF DOOR ENTRANCE (STARTING POINT,) OLDE TOWN TAVERN (STARTING POINT) LORENE'5 APPAREL � -+r- RESTAURANT T t T --I- � � T 2 2 2 j 2 + t25'-O" I 20'-O" 2 20'-O" -20'-O" EQUAL I 2 -20'-O".EQUAL 2 20'-0" 20'-0" I ±20' + " EGUAL 2 I 2 + - „ I ± _ _ 2' O" I 1_ FIELD VER FY (FIELD VER FY) �I 20'-O 20'-O (FIELD VERIt-Y> (FIELD VERIFY) I (FIELD VERIFY) 3' b" 5'4" b' b" �J 8_0 b O 6 b 3 6 3 b ( ) = ISSUED FOR PI EXISTING CURB P1� PI I I PI I I I `o P2 j PI DRAIN -•-GJ + i GJ P2 - f -- m P4 , _ '� -—--- - -- - - - -- - -- _- U -- - __- _ - P2 _ p4 - - - T -- T , -GJ III P4 P4 �- , ' P5 Pb --- ---- - --— Y P5 __ Pb P4 l-GJ PS Pb ` _ P �/O P4 P7 P P P4 P3 -1 - 5 b ` y P3 P2 GJ i� � �-- P4 P3 P5 Pb P4 P4 pa P4 P4 - -- - - - - 7rt--- rJ J , CANTER A4 A4 f ! / TYPICAL DETAIL 1 P1b I ! i TYPICAL TYPICAL I A4 EX157IN6 I DETAIL DETAIL CONCRETE I m � 0 r Z z 51,PEWALK ul '� O O Z Q O - I " I / 'T � O NO rc`! N � z � 'n � z o N � � � OQ � N � N � � � � � � ° � \ � C � W �[ � 0) 0) 0) 2 � d) `� OLl�E 70�NE cl � � � � � � `� C � w ~ \ _ uw > O w UI w w p L1 wz � w _ _ w w w w �[ w ��, w >i >L W u w S T TS G i�, w w w \3 \) ` +� � O �iw >Lw � cw w � W[ w ES I � I i uj LORENE'S AND MERLE NORMAN = 6 q _ Q ! APPAREL COSMETICS m _ n, w O d i �U II Z �V X �V X W - z W tu j v cri • I � ~ N PROJECT 4'10"15.01 --.. �E 4'1075A5.DING i> LEVEL I W DATE 5/25/x5 c� IN CHARGE R. BUTWIN s DESIGNED TRG DRAWN TRG ENLARGED PLAN CHECKED APPROVED DATE Q SHEET TRLE �+ NORTH ENLARGED ''-- PLAN O 4 8 16 52 0 470'13 A3 JOB NUMBER SHEET NUMBER j (`J 1:J I V il , 5 4 A4 ARCHITECTS • ENGINEERS A4 , --EXiTIN& BUILL7IN& LINE, w GHAFARI A550CIATE5, INC. {Y 5875 CASTLE CREEK PARKWAY ' d NORTH DRIVE, #136 -- INDIANAPOLIS, IN. 46250-4327 I PHONE (51'7)545-gbbb I FAX (31 )845 682 -1 — - i T - - - _ - I - - - -- - I J ~ - - -- - -- --1 - - - - i - - - -- _ _ THE l - - -- -- — -� — - — r -' � � � -r I �- - , - ---- --- _ --- - - - -- _' ----- -� ---- - - - - � � x8 x2 /4 BRICK I - - T � I PAVER SEE PLAN - -- , I \ c0 CANTING BED ROSK ;-� - - -- -- - - FOR TYPE - - - - - - - GROG , P, � - i P EJ EJ -- - - -T-- — T --y - - --1- -- ---- - T - - - -1 - -- -- _ - - ---- ARCHITECTURE -- - - - SAND BED - - --- T , I N ! •I + _ - _ - --- - - - ; _ - ENGINEERING T , CONCRETE WITH PLANNING G G Q - ( - / \ FIBER WEEP HOLES 7oo2lN�laNA ou ROAD, 22o E '105 P� INDIANAPOLIS, COMPACTED ;� - -- -- - (317) 849-8442 I P _ FAX 317' 849-8840 \ HO Y EJ 711 L GRAND AR - - -I E L � \MO RTAR BED ( IG ' AT mI I t m M, _ _QI D - r, P 17 O F B F' -1 COMPACTED SUBGRADE R GK NEXT TO v _. j - �' J� PLANTING AREA) P I i 5 � P A V E R D F- 7 A I L REVISION DATE I -� 3 PI I (� 5 PI A4 A4 A4 � ! �- SCALE: i " = I '-O" BASE BID I 5'-6" 5 _6r 8 15 _Ip, I t i I I OF L I GHT FIXTURE OF TREE GRATE OF LIGHT FIXTURE NEW CONCRETE TOPPING TO TYfi� IGAL SIDEWALK FATTERN FLAN FINISHED SIDEWALL ELEVATION I AL'JMI NUM GRATING WITH 8 PLANK CLIP AND FRAMES, F_ A4 SCALE: I/2" = I '-O" BASE BID ALUMINUM GRILLE W/ I xl xl/4 !/2" PREr-ORMED A4 STEEL FRAME C� 4 SIDES SEE SECTION 028 70-2.01-E � EXPANSION JOINT _ 5" VARIES , 5": VARIES I !ELD VERiFY� t FIELD VERIFY TYPE A - 4"x8"x2 !/4" 4' (SEE PLANS AI-A5) BR GK PAVERS (HERRINGBONE SLOPE DOWN TOWARD STREET EXISTING BUILDING i / ' PATTERN) ASPHALTIC 4 1/4" PER FOOT LINE CONCRETE PAVEMENT -� ., - -- 5/8"(Vx4" EXPANSION TYPt - 4x8 x2 1/4 TYPE A - 4"x8"x.� 1/4 BRICK tL REPAIR TO -- i PAVER (HERRINGBONE PATTERN) p/ I- _- - SHIELD 8" O.G. J. --- I '' SAND BED BRICK PAVERS I MATCH EXISTNG TYPE 2 - 4"x8"x2 1/4" w w �- CONDITIONS 1 I -4 MAX. 6 3 -O 8 5 -4" VARIES BR1GK PAVERS — r - 4" CONCRETE WITH (FIELD VERIFY) CONT. 5 1/2"x2 1/2"x I/4" 1 „ TOOLED CONTROLLED i FIELD Q I Q - l -- i / - Z �� FIBER ADDITIVE I/2 R VERY- i I j _ I _ - WITH ONE " I) GOAT OF Q l �� XI S I I N& JOINT (CJ) SAND BED t " L_ / Tv FIN. FLOOR LL BITUMINOUS PAINT �- 4" COMPACTED " ELEVATION _ GRANULAR FILL _ ° :. , �. . . ,, � /4 MAX (SAWN GUT ° _.° { EE SITE PL - --- EXISTIN - G JOI NT) p° ° u u r r S AN) w --- --- - OPENING COMPACTED SUBGRADE i� O - -I JOINT EPDXY GROUT I EXPANSION EJ - - ---I , -- - - - -- --- - --- -- ---' -- - -- TO EXISTING CONCRETE I - - --I - - -' - - -- - - \ `- EXISTING CONCRETE MIN ° � � 4" CONCRETE WITH \\, WALL COMPACTED SUBGRADE \ FIBER ADDITIVE GERUSHED 6" CONCRETE CURB W/ #4 ��-- 4" COMPACTED GRANULAR T W I I V D p W W E L L FLAN BARS, TOP 4 BOTTOM FILL A4 SCALE: 5/4" - 1'-O" BASE BID ✓ 1 DEWALK SE�TI OI `� @ AREAWAY (-'2 JI DEWALK SEGTI OI `t �� SCALE: 1 " = 1 '-0" BASE B!D A4 SCALE: I " = 1 '-0" BASE BID TREE GRATE EXISTING BUILDING ASPHALTI G SLOPE DOWN TOWARD STREET LINE TREE GUARD BOLTED TO CONCRETE ® 114" PER FOOT /—TREE GRATE (4 SIDES)F 5 -O x5 PAVEMENT ! TYPE A - 4"x8"x2 I/4" BRICK REPAIR TO -WEEP HOLES PAVER (HERRINGBONE PATTERN) TREE GRATE STEEL FRAME I "xl "xl/4" WITH ATTACHED MATCH EXISTNG TYPE 2 - 4"x8"x2 I/4" CONDITIONS 1'-4" MAX. 6' �'-O" ARIES BRICK PAVERS ASPHALTIC 12"MAX 6" 15" I " I REPAR LEG FOR CONCRETE EMBEDMENT (TYPICAL) d , 5 PEA (FIELD VERIFY) I /2 PREFORMED I F I ELD I p HOLES GRAVEL I i/2"R GONGRE E WEE( „ I J -TYPE A - 4"x8"x 2 1/4" EXISTING EXPANSION JOINT �I SAND BED � VERIFY -r �� I I I/2 R I i - PAVEMENT REPAIR 70 16 O C I BRICK PAVERS (HERRINGBONE (SAWN GUT MATCH EXISTNG = PATTERN) ° ° PREFORMED GO S� +� I SAND BED JOINT NDITION t I/2 - - - //, (FIELD VERI, Y) I - -- �:a� ISSUED FOR ! a EXPANSION JOINT (EJ) " ' 4" CONCRETE WITH F Q ) I IBER ADDITIVE - ( i - I I -- I 4 GOMPAGTE GRANULAR EXISTING PAVEMENT -- D ; 1 MIN ° 'SAWN GUT -'OIN7) FILL_ COMPACTED SUBGRADE 4 CONCRETE WITH FIBER ADDITIVE �-'� - - z° r' COMPACTED SUBGRADE ;I #55 CRUSHED 6" CONCRETE CURB W/ #4 4" COMPACTED GRANULAR #55 CRUSHED �% ° � 6"xl '-10" POUR-IN PLACE CONCRETE W/ (2) #4 STONE BARS, TOP 4 BOTTOM (TYPICAL) FILL STONE TWO-6"� PERFORATED CONT. (4 SIDES) - REFER TO TREE &RAT E MANUFACTL RER FOR EXACT OPEN!N&. ( , `r'PICAL) � I 6" CONCRETE CURB 1 PIPE 4'-O" DEEP I FOR TREE ( 3�51DE�NAL< SECLT I O1 �1 W/ #4 BAR, OP I I FILLED K7H &RAVEL BOTTOM (TYP.) i A4 SCALE: f " = I '-O" BASE BID . � GRATA DETAIL GARi�I`�L A4 SCALE: ! " = I '-0" BASE BID —C� LIGHT POLE EXISTING OLDS TOWNS ASPHALTIC BUILDING CONCRETE TOOLED 6" I CONCRETE I CONCRETE:. FOOTING i TYPE B BRICK PAVER LINE --� LIGHT POLE STRTSGAi� PAVEMENT CONTROLLED SIDEWALK E ASPHALTIC 5'-6" i 5'-O" VARIES DDS I � I �1 REPAIR TO I I -Ox2 -O x5 -6 LIGHT POLE I �- JOINT I CONCRETE F0071NGG W/ ANCHOR CONCRETE TOOLED 6" MATCH EXISTN& - PAVEMENT CONTROLLED 2'-Ox2'-O"x3'-6" LIGHT POLE BOLTS SEE DETAIL /'S REPAIR TO 1 I CONDITIONS I/2" PREP. ;,-�2,; SLOPE DN. T JOINT (FIELD VERIFY) EXP. JOINT , MATCH EX15 I NG CONCRETE FOOTING W/ ANCHOR i I I I/2 R -- ® I/4 BOLTS - SEE DETAIL EXISTING 1/2" PREFORMED EXP. JOINT PER FOOT I/2" PREFORMED CONDITIONS 11/2" PREF - (SLOPE DN PAVEMENT _ ° , (F I`LD ✓ERI FY) !EXP. JOINT {SAWN GUT ° a a I ° a ''i i , /�;' %/; EXPANSION JOINT I I/� R / `+9, f I a ° o ° _ EXISTING ' I/2" PREFORMED EXP. JOINT PER FOOT -1/211 PREFORMED °, JOINT) L ° I SAND BED o ° ° ° ° L PAVEMENT � _ EXPANSION JOINT > (SAWN GUT I ° ° I ' ° PROJECT 4�0-►3.oI Q f II ° ° ° 4" CONCRETE W 1 TH +' _ DD VE JO I NTH ° I " SAND BED 1 ---I I ' ° ° ii- —i-- -_-_ _ --r FIBER A 1TI ° -� E o 3 �w� , 47 7 A4 v I I r ---- i T ° - i i I - ----- 4 -- - --- -- --- - — - -- 4 OM I 4 --, , � o � , i , , i . I � ! I II I PAG,"ED - � - - _ -- � - --- � -- - try --- --- I I- �- : j G � 1 - -- � ,- � � - CONCRETE WI r. ° , I �. A ° � : -- -;i!!--� � ;=-I�-. - '��--- �-� '— : --- -- � ATE 5/25/g 5 � MIN ° I GRANULAR FILL I A TI FIBER DDI VE ° ° r L J � � 4 --- -- - � I -- - -_ �-- 4" COMPACTED BUTWIN �! ° COMPACTED --- -- - -- -- n I ,' I _ - _ IN CHARLIE R. IMIN --- - - GRANULAR FILL. I ; ' -- � ' - - - ' L DESIC�VED TRG � #53 CRUSHED SUBGRADE a 4 STONE _ - - GOMPACTED 4" COMPACTED ° o � \ COMPACTED �� T� rr RAN AR FILL #� CHECKED 6 CONCRETE CURB W/ #4 SUBGRADE G UL LL 515 CRUSHED SUB&RAD f BARS, TOP BOTTOM STONE COMPACTED L 4" COMPACTED APPROVED DATE .r (TYPICAL) 6" CONCRETE CURB W/ #4 SUBGRADE GRANULAR FILL SHEET— i_ 4 1 DDWALK SEGTI ON BARS, TOP BOTTOM (TYP.) SI DDWALK SEGT1 ON DETA 1 LS A4 SCALE: I" = I '-O" BASE BID A- - SCALE: 1 " = 1 '-0" BASE BID I 41 4?0'73 A4 JOB NUMBER SHEET NUMBER t H n; w I (1 --- TREE GRATE ARCHITECTS I✓NGINEERS SLOPED GAP .,� ,� �_ �� Z DRILL (2) HOLES FOR SIGNAGE TREE GRATE „ �u H POLE VERIFY HOLE -- -5 5 STEEL FRAM I "x! "xl/4" WITH GHAFARI A550CIATES, INC. 3 PEA I I ATTACHED R BAR LEG FOR E CREEK PARKWAY R 2 �,, L sa7s cASTL SIZE AND L MEN ( P GP ) EACH PAVEMENT REPAIR MAX. LOCATIONS ONS I I �� / EX15T,1NG BU1LDItC� WALL - --- TO MATCH EXISTNG /� —�I CONCRETE EMBED T TY ! NORTH DRIVE #136 i f— I j 1 �- T _ (0N>✓ITIONS R GRAVEL i I i INDIANAPOLIS, IN. 46250-4327 I I � 2"x2" (3ALVANIZED STEEL POLE, PAIN ED GON RAGTOR I TO VERIFY EXACT LOCATION W/ AR(H17EGT PHONE (31't 845-q � � ��° � °� � ADD�NVE CONCRETE WITH FIBER FAX (310845-x682 1 EXISTING PAVEMENT P2 (A I SIGNAGE BY OWNER INSTALL , o ; f�4 —_ -- (SAWN GUT JOINT) ---- -- BY CONTRACTOR I �, ' I �'" �" 4" COMPACTED - , O �'" � "� ° �� — -- � GRANULAR FILL — - — a CAULK AROUND POLE W/ CLEAR -` ' - — -- ° � I I ° t " STEEL PIPE BIGYGLE RACK, I SILICONE SEALANT CONCRETE � ., �� _, SURFACE MOUNTED ® BOTH AND BRICK AREA r ' , THE -O 5 �3 MINA COMPACTED SUBGRADE ENDS W/ (4) 1/2 � AGGREGATE ' f _ I o ° MOUNTED BOLTS, SEE i a s L u °--�----— 4" CONCRETE WITH - - R O S K e 2 FIBER ADDITIVE a 6"xI '-10" POUR-IN PLACE CONCRETE W/ (2) S ° #5S CRUSHED — 4 GOVT. (4 SIDES) REFER TO TREE GRATE �.F�„ GROUP , INC . CORNER OF BUILDING A5 4" COMPACTED GRANULAR STONE SOIL MI X TWO-C PERFORATED MANUFACTURER FOR EXACT OPENING. G PIPE 4'-O" DEEP FOR TREE ARCHITECTURE FILL ENGINEERING i BIGYGLE= RACK FLAN -_ - 6 CONCRETE CURB FILLED WITH GRAVEL PLANfJING -+ _ - - _ -- -- COMPACTED SUBGRADE W/ #4 BAR, TOP A� SCALE: I/2" = I '-O" BASE BID — _ C - -- BOTTOM (,TYP.) 7002 N. GRAHAM ROAD, SUITE 105 I -- _ I _ --_ INDIANAPOLIS, IN 4622 PHONE: (317) 849-8442 DEEP CONCRETE TRE=E C"RATEr DETA I L I, FOOTING FAX: (317) 849-8840 I r. A�J SCALE: 1" = 1'-0" BASE BID I I i BAR THROUGH POLE - 4" CONCRETE WITH �— BRI GK PAVER 4x8 x2 114'' I FIBER ADDITIVE �\ _ 2"� STEEL PIPE BIGYGLE (`5_�51 (3N FOLE_ D L 1 ` I" SAND BED REVLON DATE RACK, PAINTED A� SCALE: I12" = I '-O" BASE BID \ N SLOPED GAP � FINISH SLEEVE DRILL (2) HOLES FOR SIGNAGE Y HOLE _ FINISH CONCRETE SIDEWALK EACH POLE, VERIF _ SIZE AND LOCATIONS r PAINTED I I ' 2''x2" GALVANIZED STEEL POLE, A;\A VERIFY EXACT LOCATION W/ OWNER / SIGNAGE BY OWNER INSTALL -- I/2"� AGGREGATE MOUNTED% `'; �T ' BY CONTRACTOR BOLTS (4 REQUIRED) y 1 -- 4" COMPACTED GRANULAR -- 4" TOPSOIL TO (OVER CONCRETE -- - FILL B I G`A`G L. RAG — — -- --- _ � � FINISH GRADE — -- - --- - ---- fac5 SCALE: I " _ ! '-O" BASE BID I --- -- — -- — -- -- PACT, SUBGRADE M n -- _ 2" TO 3" GAP PLANTING BAR KMUUL HD HARDWOOD — - D � I L F 1 VN/ ON 5 17E TOPSOIL — � I -- - COMPACTED SUBGRADE \\ - _ A� SCALE: 3" FINISH GRADE I ° EARTH SAUCER -' ALTERNATE BID NO. I 10" xl '-C" DEEP CONCRETE INSTALL FERTILIZER ° -t FOOTING „ TABLETS OR SPIKES 4 CONCRETE WITH CONCRETE PAVER - 4x8 x2 3/8 (" MIN 6 MIN m I #4 AR THROUGH POLE FIBER ADDITIVE —,� _SOIL BBAGKF I LL TO BE f ° DAR \ �7/8 SAND BED �? 15 vc TOPSOIL a 25% 6" MIN. m PEAT MOSS TAMPED TO \ OIL OR H-�ANDIGAFFE=D —�—� PREVENT SETTLEMENT EXISTING SUBS , COMPACTED BACKF I LL T'°� "`� I S I GN FOB Z H�RUE3 FL.ANT 1 NCB DE=TA I A�J SCALE: I/2" = I'-O" BASE BID - 1 / I L y� v, A� NO SCALE BASE BID i `k- o ,> r n - - ---- OMPAGTED GRANULAR Olt #12 GAL. ANNEALED WIRE AND 1/2"x6" GAL. - -- - - _ -- FI TURNBUCKLES. 3 PER TREE (TYP.) EACH -+ i AS _- -_-- --- - -- ISSUE FOR P5A 120°. (2 TWISTED WIRES ARE ACCEPTABLE 'I - -- -_ - COMPACTED SUBGRADE ALTERNATE TO TURNBUCKLES) I — - -- - 3" SHREDDED HARDWOOD BARK MULCH - % �_ �---- T`� F I GAL. DETA I 5" H16,11 TOPSOIL SAUCER - ,� -- _ SCALE: 3 I -O 2"x2"x2'-6" WOOD STAKE - 3 @) 120° -- FLUSH W/ GRADE ON TREES 3" CALIPER ALTERNATE BID NO. 2 AND OVER CONCRETE PAVER - 4"x8"x2 3/8" REFER TO PLANS FOR FINISH GRADE AN ��/8" SAND BED � 0E=WAL.K FATTE=RN FL. m _ AROUND BALL N 6 MIN. CLEAR A O A SCALE. 1/2" = 1 '-O" BASE BID AVERS OF PEAT MOSS. TOPSOIL OLE�E 700 NNE 2 3 L BAGKFILL IN REMAINDER OF PLANT PIT ALUMINUM GRATING WITH p' -----�— S�'RE= E=TSG LANK CLIP AND FRANCS, COMPACTED TOPSOIL BAGKFILL SEE SECTION 028"70-2.01-E EXISTING CONCRETE SIDEWALK/ � WALL TO SE REMOVED FOR NEW I VARI�S I �! - - \ EXISTING FOUNDATION ,�, PAVING - SEE PLAN FOR NEW ' ETA I L FIELD VERIF , >._� , 'LANT1 C:;, D WALL Cg) AREAWAY LAYOUT AND RELATED DETAILS r � TREs Es � / _ 4"I --- BASE BID - A� NO SCALE 5/8"<Vx4" EXPANSION 4" CONCRETE SIDEWALK SHIELD ® 8" O.G. - -- — — OMP GRA R �� WITH FIBER ADDITIVE - - — - 4" G ACTED NULA I � - i — -- — - FILL GONT. 3 1/2"x2 I/2"xl/4" I �— 4" COMPACTED GRANULAR - �� W I TH ONE (I) GOAT O F i I - : FILL PROJECT IF 4'70"13.OI a 1 MINOUS PAINT COMPACTED SUBGRADE B TU I d� I -_- - - COMPACTED SUBGRADE w F 4?O'►3A5.DWG r , I TY I GAL DE:TA I L LEVEL - m DATE 5/25/Q5 O r A� SCALE: 3 = I -0 " IN CHARGE R. BUTWIN t Q ALTERNATE B!D NO. 3 DESKaNED T� #4 DOWELS xl '-O" DRAWN TF d 12 O.G. WITH --EXISTING CONCRETE CHECKED � EPDXY GROUT TO WALL EXISTING CONCRETE APPROVED DATA Q SHEET TITLE u� AWAY/T`s'f' IGAL C�RATINC7 DETAI L K�l � i G.'r I N� A DETAILS I �J „ BASE B 1 D A� SCALE: } 4-7073 A5 z JOB NUMBER SHEET NUMBER ; CV ltl Q i i I , I LEGEND iA Structure Schedule Surveu Control Points ® Catch 5asin (ROUnd) 0 GQtGh 3Q51n (5cluare) GHAFARI ASSOCIATES, INC. 5G I5 Aji_F ACC/ F �F 5tr. #22 3tr. #49 5tr. #254 5tr. #427 3tr. #448 5tr. #574 3tr. #577 G.P. #1 G.P. #4 ® Curb Drain Curb Drain TroPPiG Manhole Storm Manhole 5anitary Manhole 5torm Manhole Storm Manhole PK Nail Set Hub ff Tack 5o `^ A ` T.G. 825.08 T.G. 825.12 T.G. 831.87 T.G. 82q.05 T.G. 821q.03 T.G. 82,1 T.G. 829.51 N-5000.00 N-5306.56 Curb Gutter Inlet - 1 F.L. 324.37 F.L. 824.15 East 15" RGP Inv. 820.55 East 6" VGP Inv. 824.33 North 8" YGP Inv. 821.82 North 27" RGP Inv. 818.81 E-5000.00 c-5363.74 PHONE 317/845-9666 FAX East 12" YGP Inv. 822.88 N.E. 12" CMP Inv. 822.52 S.S.W. 10" VGP Inv. 823.g5 South l0" VGP Inv. 823.73 East 12" VGP Inv. 820.82 South 27" RGP Inv. 820.01 Elev.-825.69 E1ev.-52q.4q W.5.W. 4" VGP Inv. 822.72 5tr. #284 West 15" VGP Inv. 820.65 West 8" VGP Inv. 822.93 West 12" VGP Inv. 820.72 5.W, 12" PVC Inv. 825.51 0 Manhole j TroPPic Manhole West Abandon 15" No Info. 3tr. #35 TG. 831.64 atm. 5tr. 81q.21 G.P. #2 1!z` Deciduous i ree w\size Curb $ Gutter Inlet 5tr. #105 3tr. #428 3tr. #483 3tr. #575 Gut "X" Set In 5idewa/k -"� T.G. 825.05 Curb Drain 5torm Manhole Traffic Manhole Storm Manhole N-4841.81 East l8" RCP Inv. 817.15 T.G. 825.66 5tr, #388 T.G. 828.24 T.G. 833.11q 7.C. 829.25 5tr. #578 E-5420.02 Utility Pole 5.W 12" VGP Inv. 821.75 F.L. 825.01 Storm Manhole North 42" RGP Inv. 814.24 S-E. 8" PVC Inv. 827.55 Storm Manhole Elev.-833.25 East 12" RGP Inv. 820.66 T.G. 831.42 East 15" RGP Inv. 820.54 atm. 5tr. 826.45 T.G. 82q.37 Utility Pole w\Light 1ROSK atm. 5tr. 818.06 North 421" RGP Inv. 818.37 South 36" RGP Inv. 81q.54 Str. #564 (Hood Trap To 577 East 21" RGP Inv. 820.12 GROUP , T 5tr. #36 (heavy 511t) South 42 RGP Inv. 818.47 Gurb Gutter Inlet 5tandng Water) South 27 RGP Inv. 820.07 I-iG�ht Pole Catch Basin (5,x.20") T.G. 826.84 T.G. 824.08 5tr. #447 atm. 3tr. 824.34 � � _ I North 42" RGP Inv. 812.78 5tr. #173 3tr. #426 Catch Basin (21-611x1'-41) (Hood Trap To 578) 5tr. #576 Fire Hydrant South 42" RGP Inv. 812.88 Traffic Manhole Catch Basin 24" Ilia. T.G. 828.86 Storm Manhole 7002 rr West l8" RGP Inv. 8/7.08 T.G. 832.(43 T.G. 828.gl North ? Size $ Type Inv. 820.06 T.G. 828.40 eN /dater Meter North 6" VGP Inv. 825.01 East 36" RGP Inv, 820.16 5tr. #573 North 27" RGP Inv. 820.00 N .- N.N.E. 10" VGP Inv. 824.51 West 36" RGP Inv. 820.26 Storm Manhole West 27" RGP Inv. 0/q.80 D4 Water Valve 3tm. 3tr. 814.96 T.G. 82q.68 (Standing Water) East 27" RGP Inv. 814.08 South 42" RGP Inv. 815.88 Guard P05t West 42" RGP Inv. 8/5.78 7raP6ic Signal Light Pole REVISION DATE i Edge I 4 ' South c , `off Of A!ley a O >-.F. Ei. 833.03 / SN1K. El. c�32.38 O.N. O.H. avorh000 Utility O - Storm n -------------------- ,' Parkin Lot . ,;,- � 8:2.47 Actor -- - -- g Bituminous Fence e Noted yp Ent. El. ' SWK. El. b32.46 - _ - 'Approximate Property Line -- - -- -- - --- - -- . ,. --- -- - - - - j ° `oL Scot Elevation To Ovrb -- -- - tY ,o p pot elevation v Window ^ell � tNindow Well f / El. 826. q --- - - - - -----_ ---- • EI. 827.55 l , ►n � ►n ('j - Nut - - o m m ,- Existing Building 6 (A cA Q' ( 1 a �V ��i O ` T ti S;) - �� c0 fir- �V �p dJ �0 C 1 - > � r i / w w, . , �' i _ 0. . - -w 'w w ww �� x� Cy'11 9 Il W N � t r - - --- ---- - ------ - / > � Lam- -*\} O h _ n. '�,> g � - �- � , •1. ��. - 9 � - ' O.H. ' 'O.H. `> � - -- -- - --- -- ------ - C > 254 r -- b? ------- 4q _ 6 2\N cy O ,? I Um1nOU5 ?, I t o 173 . - � - t �iu� �I`n ;mom s � �. �' O �, m m ~s ��?� t`� p'i - , -- - -- - - - b. ^� S�� i �V �0 �V M �1 n1 d� �V (V LO �O �O �O tD �Q �1 (G' ISSUED FOR _ _ �. f'�`°� +u w w W U w '1' w` w W lU U.1 u, W ►Ll w w W Y V W .� t> Er,t. El. 832.12 c i} u_ � / w U_ w w w IL w sWK. Fl. b31.b3 i LL IL L � w � w � w � , G.P. #2. Q ,�, �� , Unknown Grate Unknown Grate - Ent. El. 831.71 0 �� qa , o T.G. 826.33 T.G. 626.41 SWK. El. 83!.44' ti i ` I � Traffic 5ignal Box '�O E� M Y AI � OL� 3� � " ICON 'T CARME L DICE OL.17E TOANE BLIND �� , o, o GALL TWO WORKING DAYS �5EFORE YOU DIG! i..i N PROJECT # -10 3 00 j/�{ I TH I INDIANA 1 -800-582-5544 _ >� -- -- FIDE 4"10Z3GO.DGN FRO1�1 OUTSIDE INDIANA I -800-428-5200 _-- -- -- - - -- -- - -_- I SCALE: I' = 20' �\ > 1 DATE 5/25/05 ,� SURVEYOR 'S NOTE - - - -- -- -- --- - NORTH ` --- - - � �`� 2 � IN CHARGE R 51, >1 DESIGNED F. RANKO\/IGH o 20 40 �o �o c�-- .;, ��.� � UNDERGROUND UTi L I TI ES H�4\/E BEAN LOGATED BY ABOVE GROUND AND GRAPHIC SCALE iN FEET �� \ `�� ` 1 INFORMATION SUf= FL I ED BY UTILITY 5POTTCRS. G.E.A. CANNOT GUARANTEE DRAWN G. FALGIONE SR. o cs� � THE ACCURACY OR COMPLETENESS OF THIS INFORMATION. LOCATIONS SHOULD CHECKED rtl � BE \,/ERIFIED FRIOR TO ANY CONSTRUCTION. APPROVED DATE O� SHEET TITLE i NOTE: � // Right Of Way Widths Scaled Per Real Estate SURVEY 6 Property Maps Obtained In The Hamilton County Mapping Office. i JOB NUMBER SHEET NUMBER a } Q I ' ' ! | / | | | ! I E:1 Catch 505ir (5cluor-0 ) | GHAFARI ASSOCIATES, INC. / | ' Curb �$ C7L)tter- Inlet I PHONE 317/845-9666 ' ! | � | . THE I + Utility Pole kv\Light ROSK / / GROUP , INC . ! -0- Light Folo / ! | i ! i | � | || | . REVISION DATE ! ! \ ' ! � I . I I -'.,.:.:.;.'.;.::�- '!�� . � ' | | � | ' ! i ! 1 i | � : ' i } | ! . ! i / : � I ..�:�,iifl-.: -..' -.::�!;� I ".'..... ;: ,,.: :::- ;!!:�::"-:r:`.:':"m: Nt' ,-' .�:.::r,.:::;:: ..X:4:::F:.:.::.::"1-��.--%'.��.: emove .I :r.;.:.:,:.:.::::1:��:.:.:.:.:;� 5' \ .. - -,/ -) - ` . i ; ! . | . ! ; 7; --rr I i+ b r I -) " I I ` | . | | | . / . | � ' 1-��[�� | ��;|�� | / i | � . : � � - REMOVE $ REPLACE &RAVEL AREA FOR DATE 251,05 | � | ' / i ' / | / | | � �| � / | ° I PROVIDE PAVEMEN7 CUT FOR IN:57ALLAr/ON OF FIBER FLAN | " m | JOB NUMBER SHEET NUMBER ^ ! I ^ F I F �R I �� I" I I F I kNk-'. � I �� I FTGON _7_T ' I r .000/ mm"1%) . | m / ' ARCHITECTS • ENGINEERS GENERAL 6-71RADI NCG NOTES: GHAFARI ASSOCIATES, INC. 5875 CASTLE CREEK PARKWAY 1. CONTRACTOR SHALL FIELD VERIFY ALL NORTH DRIVE, #136 EXISTING ELEVATIONS AND UTILITY INDIANAPOLIS, IN. 46250-4327 LOCA710NO PRIOR TO CON577RUC7I0N. PHONE (317)845-9666 NOTIFY ARCHITECT OF ANY CONFLICTS THAT MAY REOUIRE MAJOR FAX (317)845-9682 MODIFICATIONS TO DESIGN GRADES. 2. ALL NEW 5POT ELEVATIONS ARE GIVEN TO TOP OF 51 DEWAL K (BR ii OR CONCRETE). 3. PROVIDE 112" DROP FROM FIN15H FLOOR TO SIDEWALK AT ALL ENTRANCES. �----� THE 4. PROVIDE A 114" PER FOOT SLOPE FOR ALL 5112EWALK5 TOWARD THE STREET, 1; R G S K UNLE55 OTHERWISE INDICATED ON PLAN. GROUP, INC . 5. PROVIDE A UNIFORM SLOPE BETWEEN 5POT ELEVA7ION5. ARCHITECTURE ENGINEERING 6. ELEVA71ON5 OF NEW SIDEWALK PLANNING AROUND EXISTING WINDOW WELLS TO MATCH TOP OF WINDOW WELL WALLS. 7002 N. GRAHAM ROAD, SUITE 105 INDIANAPOLIS, IN 46220 7, ADJUST TOP OF RIM ELEVATION OF ANY PHONE: (31 7) 849-8442 MANHOLE, CA7CHBA5IN CURB INLET, FAX- (317) 849-8840 WATER VALVE OR METER TO MATCH NEW FINISH 6RADE5. 1 ,5! REVISION DATE - 83272, FLAN NOTES: ELEVATION OF NEW SIDEWALK OR PAVEMENT TO MATCH EXISTING C PAVEMENT ELEVATIONS. zt O 632.60' 4i 2 PROVIDE UNIFORM SLOPE (MEETING Ex1577N6 J Q LXI5TIN6 ELEVA7ION5) TOWARD THE -� �� WEST, ACR055 THE STREET 15-32.50 -- INTERSECTION. NOTE THAT 5TREET L 1832.67' SHALL BE CROWNED AT THE CENTER LINE. / 832.64 /' ExlSrinkS I 3 RAMP TO HAVE 1:12 MAXIMUM SLOPE. / Ent.Et.892.45 GRADE LAND5GAPIN6 AREA TO PROVIO P051 Tl VE DRAT NA6E AWAY FROM EXISTING BUILDIN6. 852.54; i CONCRETE CURB HEIGHT TO TAPER r,k i FROM 6" TO O" IN LAST 5'-0° FEET. A � 627.331 - / q / ® .628.251 - / /- -- \' APA+tn-a 6A5K� `��° ~�' b33.5o i w.Tlp5 AN CITY 633 NEW CONTOUR LINE / v h It r m O LAW OWFIG! LAW OfTIG� } - or rl q� p 0 ! m 6GOt�OMY /� J m ! - m GARM�!L MU31G ` m m `�`0 YYlnclOry rven `° r rl n - �°� �' ` - 833 - -- EX15TI N6 CONTOUR LINE -•. = "Sill _ TI GArLD _ GLNATOR ; i 1u G�NTCR tU r-W W W 1.826.19 W W ry X ry x ; x xx C'4 w m a m. o - ----- --- 1 W LL5 W W w w i u5 7L Ol e} _ - -----. �.-- ------- K �C X X K % 28.20 I , 833.16 834.50' 834.50; - I O O � � 'j � �i 833.83 00 1 / � � ' / r' 826.20 wu� i I `� � - --- - � O / i ,' i / i -- - - NEW SPOT ELEVATION O I l� I / / / ' / /r / 00 77777' if 68300 , 8 8 bOi 26.681 �, � 824.62 - '� 830.16', 1 831.,5 _833.66 rJ 826.30' \ 826.50 826.,0 --- 2 -- 1� - - ---- -- -- - J ------ 826.34 / r-� �, 19 �� - - 62,.201 3 - 834 - - Y, 7, 1 , 1 - j --, 82933; a29.9s - - 2i Ec7st Main35treet 83152 - -- - - - - --- --- - i 826.0 828.00 '828.3 828.65 829.0, T ! 826.031 - West Maln 5 ` 828.32 \_ ' 825.50 i - - �- treet i a29 10; l ` 826.51 i 826.86, x821.46 i 82,.661 82,:4j 828 59 8 ----- --- -- - -- - - r1 826.50 826 51 I t�26.8'J -- - t ' 829.331 62x.93 i r �831.5D - _ 67: 834 62' .-. � 82 .88 � � 829.12, - -� - -- 832.301 6.62' 301 - -- --- - � 82�•�3 8 8.38 829.'121, I - 833.84', 834.79 826.29 826.30� 26.30, F _� 82,.25 L \ r � 831.,3 S r- ' cl 77-770-7-77- - I' ri m� P'; . ---- m'U rooLBtY ,p n h , i - h _ { w w < EXISrINcS J �m mw u, w w w u; �y1 w a, � w w FS i � \ of W t i w si w Q) t�,n w X ti c ~ +S ` +u w Ent.El.832.12 632.30 Unk w vin 6rrNe 831.81 i � p ��w �v m �°ry x 22•D _ _- _I ISSUED FOR LORENM PARR. ,yp 'U m x fOOLBQY 832.08, �} Tm 61fT i s 5^5KET*NORM � 11 11 �, i II GAR EL i i f a GARMEL �O CITY PARK STREETSGAFE Z�EJI GIB m o i I a lZm { ( i i PROJECT* 4'70'75.01 ai FLE 410'75G2.DWG �> i r LEVEL nz f DATE 5/25/x5 O IN CHARGE R. BUTWIN rt 1 DESKMD P. RANKOV I GH I �) G RA C7 I N G PLAN DRAM C. FALGIONE SR. SCALE 20': = CHECKED �) APPROVED DATE <f NORTH SHEET TITLE >i O 20 40 80 GRADING GRAPHIC SCALE 'ti FEET PLAN R 4'7075 G2 JOB NUMBER SHEET NUMBER a t� I G1 i i (a I FIBER ADDITIVE ARCHI-rECTS 6x6- -- 2-#4 W1.4xW1.4-, FINISH GRADE-� -�� CONTINUOUS- 1 I I/ . R Z l 12 I DETECTABLE e p GHAFARI ASSOCIATES INC. a ° o� » WARNING 587 CAS ' t ��VvA ' ' C(1 AVIV o 51MEAALK TOP OF PAVEMENT ! °r- , '° _ NC 7 SURFACE cv - CRUSHED �N. �� ry o/ PHONE 317/845-9666 STONE -le cv � _4 / VARIES =AX 31 i,'85-9r ° I COMPACTED �� --� I SUBGRADE----� � � , -� I" BITUMINOUS SURFACE COURSE --� -EXISTING PAVING j ~�! ° • r --2-#4 CONTINUOUS / / \� CONT. O • . 1:12 M AX --I-CONCRETE I FILL TO THE K U N DESURFACE COURSE R O S RS I DE OF BITUMINOUS SECTION 1111 T1'i�IC L CURB � T IL — ` _ = _ GROUP , INC . > b� °p p � �� 8� PAVEMENT GUT, C3 EXCAVATION, PIPING SCALE: I -I'-O ,l 1p/ TYf=C IA II _ AND GRANULAR BAGKFILL BY NO SCALE _ - O PIPE OR UTILITY -t— CONTRACTOR REPAIRING F's C t R I N! G 3 #2 CRUSHED — - s. -- --- -- 4 RAMP 7-'rFE B � ��--)0 I CURB II II - .. o . � h��A'vF,�G ^ G2'G C� NO SCALE pN tiE: 8 SECTION �.�. � 4, G 3 NO SCALE 1:10 SLOPE 1:10 SLOPE REVISION DATE 7" 7" I � ROUND END BRICK GAPING ! ( A ENL RCSPEID DE7A I L j DETECTABLE WARNING SURFACE: G3 NO SCALE I AT 3" O.G. 2 DE TA I L --- -- A - - ---- - -- --- --- C� NO SCALE C3 DOWEL/ADHEAR --- MASONRY TIES ROUND END PAVER TO _ 14' --- E � --ROUND END AT I6" O.G. BRICK COPING BRICK r BRICK GOPIN5 EXISTING PAVEMENT---\ ---- - --- ----- --_ - -- �, BRICK GAPING T--- - ; 8"x8" - ----� ---- - -- -- - - - ---- -- - - ROUND END l TYP. EXISTING BITUMINOUS GONG. BLOCK BOND -- - - -- -- -- BEAM W/ #5 CONT. PAVEMENT \ - - 6" CONCRETE BLOCK, - - ----- _-_ 1\ 2 3/4" BRICK PAVER SET i - - -- - -- HORIZONTAL WALL I � � � ; � ,� � PAINTED I WITH HAND TIGHT BUTT JTS. REINF. ® I6" O.G. - � / --#5 @ 24" O.G. - --- - - --- --- -- --- - -- - - ! -1 PHALT SETTING _ 1 j I A5 BED I I 3" ASPHALT BASE ! 1. m - - �• oo ° oo ° oo - FACE BRICK - , / o ° e e o TYPE ..A SAWCUT .. �,� 1 �� ° LINE o - o ° o o ��b BASE 5D ,. BRICK - - -- -- -- -- -- -- - a" FINISH GRADE TO COMPACTED FILL SLOPE TO 3' O.. AWA O - OM WAL ° a ° TYPE° ii 1' -- - - - --- BRICK B" - : _ ! - TYPE "A„ BRICK FAVEMENT — STREET DETAIL i C� NO SCALE NOTE: - O - GONG. FOOTING I I BROOM SAND INTO JTS. FOLLOWING PLACEMENT. COLOR _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ W/ 3-#5 GONT. OF BRICK TO BE DETERMINED BY ARCHITECT. L -; I I - --- �— � - - - - - - - - - - - - - - - - - - - - — — J i AT 32" O.G. 8 ORNAMENTAL V ALL -- SECTION "A " G3 FRONT AND BACK ELEVATION SCALE: 3/4" = 1'-0" SCALE: 3/4" = I'-O" 7 ORNAMENTAL MALL DETAIL C3 SCALE AS NOTED ISSUED FOR -I 1/2" BITUMINOUS SURFACE COURSE -I" BITUMINOUS SURFACE COURSE TACK GOAT / / _2" BITUMINOUS BINDER COURSE APER I / FACE OF 1 NEW CURB -- ; ------------- i pC) J ' RIM ELEVATION - FRAME AND GRATE WITH LOCK - 'I '~ >;.--'�� -- � NEENAH #R-6141 C /� RM E i� EXISTING - TO HERE f"� PAVING ; ? ---- TAPERED OR FLAT �-b" #53 CRUSHED STONE 24" z! AS REQUIRED, REINFORCED O COMPACTED SUBSRADE _ PRECAST CONCRET E TO � _ - MANHOLE SEC710NS A5TM G-478 G SECTION JOINTS A5TM G-443 - - IBS I GN C 3 NO SCALE it- z NOTES: _ -A 1. STRUCTURE DIAMETER TO BE MIN. 45" w -7. — t �' -- _ �✓- � \ OPENING FOR 4-4"G. 2. LIFTING HOLES SHALL BE PLUGGED AND MORTARED. 4)i FIBER OPTIC- GABLES �—Q,I -STEP 3. PRECAST CONCRETE STRUCTURE 5HOWN. <! O! ----------- ---- ---------- -- PROJECT -+-?O-7S COI SEE NOTE I I s?C� G3.75ti 4. STEPS SHALL BE CAST-IRON OR PLASTIC COATED ( FILE - ---_ - - STEEL INSTALLED DURINS 57RUC7URE MANUFAGiURINS. LEVEL DATE IN CHARGER. B(,''TWIN _ — aY GONG. FORMED INVERT DESIGNED r. RANKOVIG!-' v — — _ DRAWN CHECKED ------— -- -- -- ° PRECAST CONCRETE BASE W/ r, I 8" FOR 12' AND UNDER DEPTH CAST-IN-PLACE BASE\\, 4000PS1 CONCRETE, #4 BARS ® 12" APPROVED DATE --- 4000P51 GONG., NO \ 8" BED OF SHEET TITLE 10" FOR OVER 12' DEPTH REINFORCING ----- \ NO. 67 STONE I U1 } DETAILS I io E 1 BER OPTIC, MANHOLE STRUCTURE DETA I L s 1 G3 NO SCALE 4070"75 �� r JOB NUMBER SHEET NUMBER a 0 7 I i i i I ARCHITECTS • ENGINEERS ' i I V-� i GENERAL CONSTRUCTION STAGING AND GHAFARI ASSOCIATES, INC. 5875 CASTLE CREEK PARKWAY SEOUENC I NG NOTES: NORTH DRIVE, #1:136 INDIANAPOLIS, IN. 46250-4327 I. EACH CONTRACTOR SHALL SUBMIT A CONSTRUCTION STAGING AND 5EOUENGING PLAN PHONE (317)845-9666 OESCRI5IN6 THE ORDER IN WHICH THE WORK 15 TO BE ACCOMPLISHED. FAX (317)845-9682 2. EACH CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN, COORDINATED WITH CITY STANDARDS AND SEQUENCE OF CONSTRUCTION. 3. COORDINATE DEMOLITION AND CONSTRUCTION OF THE INTERSECTION OF MAIN STREET AND RANGELINE ROAD A17H THE CITY ENGINEER. 4. THE CONSTRUCTION OF THE INTERSECTION NEEDS TO BE 57A6EP IN SUCH A MANNER TO AVOID LANE RESTRICTIONS AS MUCH AS PO550LE. - �_ THE 5. PROVIDE TEMPORARY TRAFFIC SIGNALS OR 516NAGE DURING REMOVAL AND R 0 S K REPLACEMENT OF TRAFFIC 515NAL5. COORDINATE TIMETABLE AITH ELECTRICAL CONTRACTOR AND CITY ENGINEER. GROUP, INC . 6. 00,f0LI710N1CON37RU67ION OF SIDEWALKS SHALL BE DONE IN SEGMENTS NOT TO EXCEED 75' IN LENGTH. ARCHITECTURE ENGINEERING 7. PROVIDE TEMPORARY PLATFORM/WALKWAY FOR PEDESTRIAN ACCESS TO ALLOW FOR PLANNING BUSINES3E5 TO REMAIN IN OPERATION AITH AS LITTLE DI5TURBANCE A5 POSSIBLE 7002 N. GRAHAM ROAD, SUITE 105 DURING CONSTRUCTION. INDIANAPOLIS, IN 46220 0. TEMPORARY PLATFORM5/NALKAAYS SHALL BE SOUND, TO WITHSTAND PEDESTRIAN PHONE: (317) 849-8442 TRAFFIC AND TO COMPLY AITH THE REOUIREMENT5 OF ADA AND OSHA. FAX: (317) 849-8840 I Y i6.¢?. Z•.£*ice}�•`-5,�.-.Rirr%:i2 y•�{c�2' "' 'k' <25:<?:3`�:kt�:•:y ::} .# ;i.,.;- >;{rR•i t�'r$ys�,#. :'r y^,�t,�Y, ,.u:.-5.:.,:?,;i..: >:: "� �:ori:):v.r�... •r::2;Y'ii„i.ii�.it:i:y?::{k?:5:},} r /, / •:.fi{:; hr%:ri.�' `` .:i '£�{!C%:::�:;}y�f{$'-��T-"i�i�)t>.i;�:;:y');:.?i''i t.`C:#';'ail'•? ;fi:;:,•}i,: ;' % / % i:'d.[':K• ,t. ."'f{::f;< i ;�,�,{ 4,iF. .:tY t?; �> },.;,�3:•`;}i?<.'` Y / / <: �l?'r)�+iib<£:??,N,.'o: .Y;r,:;b'•i�f'. .. ..,y �;+;;•; �):Yi ifi^ '. r % A•r{'W:')y K :3:?yiy.Y an, y} /. 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El.831.44 THE blrT / I d eAdKffT SMOWE / 1 � 1 OL ZDE 70�NNE 1 G AWoML I Glrr Pawc 57RE E 75C FE DE5167N i i I , N I i NOTE: THE DIFFERENCE IN SHADING REPRESENTS THE SU6GE5TED STAGES OF CONSTRUCTION AITH THE INTENT TO MINIMIZE THE INCONVENIENCE V PROJECT* 47095.01 m TO BU51NE55E5. COORDINATE THE SEQUENCE v OF CONSTRUCTION AND THE LIM173 OF THE 57ACYIN6 AITH THE CITY OF CARMEL. ME 49093G4.DW6 r0 I LEVEL `? m DATE 5/25/015 p ( r IN CHARGE R. BUTWIN -T. I DES P. RAWOVIGH Q v j PROPOSED CON5TRUCTION STAGING AND SEOUENCINC7 PLAN CHECWN M HOB KED S,-'AL I LA APPROVED DATE Q i NORTH SHEET TM-E w A PROPOSED CONSTRUCTION IL ! O 20 40 50 STAGGING AND 5EG2UENCING PLAN fly II r 4,70,75 04 JOB NUMBER SHEET NUMBER • N w i Q - Q r i I i f i r I ARCHITECTS • ENGINEERS I I GHAFARI ASSOCIATES, INC. 5875 CASTLE CREEK PARKWAY NORTH DRIVE, #136 INDIANAPOLIS, IN. 46250-4327 PHONE (317)845-9666 I FAX (317)845-9682 i i THE ROSK GROUP, INC . ARCHITECTURE ENGINEERING PLANNING i 7002 N. GRAHAM ROAD, SUITE 105 INDIANAPOLIS, IN 46220 I i PHONE: (317) 849-8442 FAX: (317) 849-8840 1 1 I . I 1 f 1 + i i REVISION DATE I I , , I 1 t (�- _J 1 f � 1 � I I II 1 1 1 L I ^ + I , • 1 I:: 1 1 1 + -- - - - - �'�'::: 1 ' `1 } `. 57::•Fi --)5r-A° I 1 I I 11. 1 l _. _- - ---------------- - ---- ----------__Tt'====_=--.ter-- IPA - �f - - - - - - ------------------------ - - - - ------------------------------ - ----- . -- -------------------------------- --------- - t : = 1 FLUSH „ARLES AT 3 O BELOW ROADWAY (MIN.) 4-4"G. FOR FUTURE .. a^ -- - _ - ---------�-LJ------------------+---------------------------------- I r G RGS OR SUTURE FIBS OPTIC FIBER/OPTIC, GABLES '`• � 1 : I -- - --- ----- ._ -... - ._. --- -._.. --- - - - - .._.. . _... . - .- - A - - r ._. .._._._. -.. _ - G3 1 1 i I 5 TYP I 1 E2 TYP. EZ + 1 I 1 f -- ----a -- -` --- ---�n--- -= _ - - - - - - - - -- ----- --- {{ - _ /� _ _ � - FOR R PT _ r -t ._ . - _ _ .- O EGE 5. _ - _ - . - - it TYP. "t -oo.: C . EZ O FOR LIGHTING 1OOA NEMA 3R o'' Q; •?o o- E2 I` i + ± \ D15T. PANEL 453UED FOR `—POLE NO. '°Q o 5 ::� Gos;•K�cs oo: :o,- i i i , - - I 838-6023 Y•°' i i + t (E.KI5TING) LL 1 It l • I I I li 1 1 +. , 1 f + I , I GAR�EL. 1 I + ' OL_�E TONE 5TH' EET5C AFE 1 1 4-4"G.RUS FOR FUTURE i FIBER/OPTIG GABLES AT 3'-0" I BELOW ROADWAY (MIN-) i I i 1 , 1 I 1 LILA 1 — - OAP 4 SEAL GONDU I T5 (TYPICAL) o PROJECT# 4'10"15.01 { I ALE 470'15EI.DWG LEVEL ' - ttl DATE 5/25/g5 O IN CHARGE R. BUTWIN I DESIGNED M. BEGHTEL ELECTRICAL PLAN DRAWN G. FALGIONE SR. CHEgCED ua APPROVED DATE NORTH „i SHEET TITLE I:1 -1 l� 0 20 40 80 C�RAPH,G SGALF I!� FEFT L GT GA I PLAN 1 4'70-73 E! JOB NUMBER SHEET NUMBER cy lu I f I i GA5KE7EP WATERTIGHT COVER. FINISH AS -PLA &R -APE GADE '_-POWER POINT DIRECTED BY ARCHITECT / (SPLICE POINT) � 8"Lxb"Wxb"D CAST 120 VOLT 24 VOLT 18" MAX. LENGTH IRON JUNCTION BOX _ -- --- -- -- --- _----- --i , - D I STR i 8UT i ON PANEL AND COVER (APPLETON r �3 4 GR5 � - \ E 5, INCA WLF Ob0606J OR `I !. - GHAFARI ASSOCIATES, i JB, EQUIVALENT .) LOCATION: PSI POLE 88 3 -6023 MOUNTING: TI BOA � _--� MINIMUM � �-- MOUNTING ; 7 i ADJUST HE!GHT TO 5/4" PVC LUGS VOLTAGE: 120/240 PHASE I WIRE 3 MAIN BREAKER SIZE MLO ALL BREAKERS 10,000 A.I.G.(MIN.) 75KVA # FINISH GRADE-- ACCEPTABLE - 2 10, 3/4"G. „ GIR. BKR. IR KR ' \`- INLINE FUSE BY \ -LIGHT FIXTURE TUBE LIGHT j BELOW GRADE I PHONE 317/845-9666 1 LOAD CONNECTED LOAD CONNECTED CIRCUIT G5-22 (POLES C B POLES 3#12, i G, 120V WIRE LEADS FIXTURE --- --- - �;ti I/_ ��n NO. SIZE NO. SIZE CONTRACTOR___ _ ITEM KVA ITEM KVA WEATHERPROOF STEP DOWN 1 1 2 20 NORTH SIDE RECEPTACLES 1.4 TRANSFORMER 120V. TO 24V. 1/2" GALVANIZED ROD 1 50 2 STREET LIGHTING 4.6 PROVIDED BY STEP LIGHT j' 3 I ( 4 20 SOUTH SIDE RECEPTACLES 1.8 COTE WITH ADJUSTING NUTS - 1`� �- _ - _ - MANUFACTURER, INSTALLED CONDUIT TO ADJACENT - I BY CONTRACTOR IN FLUSH JUNCTION BOX - SEE PLAN SHEET FOR NUMBER OF RUN �� J-BOX OR HOME LIGHT TUBES PER TRANSFORMER I _ — _ - AND NUMBER OF SECONDARY FEEDS I=RONY VIEW 51 DE V I EYV T a --- 10 - - - --- -- I T g~1 E it I - _— t2 --- - 4 LOW VOLTAGE WALL L 1 GHT I NCG W I R I NCG D I AC;RA1-1 R 0 S K TOTAL CONNECTED LOAD II 4.6 NO SCALE FLUSH JUNCTION BOX � � T INC . TOTAL DEMAND (1 7.5 l T O lJ NO SCALE Ij i REVISION DATE 5„ 5" NOTE: + T-- - P51 FEED TO BE IOOA ,o- ,' - 12" PIA. BOLT CIRCLE 120/240 RATED. FEED (FU x R 676 HOOK I TO P51 TO BE PHOTO CELL (FULLER GALVANIZED) ' �-EXISTING TRAFFIC UTILITY CONTROLLED DUSK TO 3" PROJECTION ABOVE �/ SIGNAL POST DAWN FOUNDATION (3 REQUIRED)— FOUNDATION I LIGHT POST BASE --- – j i ! 0 O i - - - - - _ - _ - _ - _ - _ - _ - - - - - - - - - _ _ - ---- RAINPROOF HUBS 6 LIGHT POST ANGHOi� DETAIL - �! EXISTING PSI POWER POLE f ; j- _ - _ - _ - _ - - -_ O ___„`__ POLE NO. 838-6023 NO SCALE — EXISTING ANCHOR I I 1 BOLTS 120/24OV. POWER DISTRIBUTION <� LIGHT POLE PANEL. IOOA. I NEMA 3R PADLOCK ATTACHMENT SQUARE D GAT. #008-16LIOORB - --- - -- ---_ - - -- - -- I OR APPROVED EQUAL NOTE: 1 CONTRACTOR TO FIELD VERIFY ACTUAL u -)I ANCHOR BOLT PATTERN AND DIMEN51ON5 AND COORDINATE WITH P05T MANUFACTURER ;-- I 1/2"G RGS-3#6+G FOR LIGHTING LOADS i TO INSURE PROPER FIT. U 8 TRAEE I G SIGNAL POST ANCH0fR BOLT DETA I L -- I I R CEPTA10+2G I I "J FOR RECEPTACLES E_L SCALE: 1"-1'-0" - - 1 O � O i 4 � � SEE PLAN FOR - - v z EXISTING ELEVATION p v � GRADE �. d t!J — _ r� —.r Id -- --- --- -- --- ------ -- --- uj t� J ' , , -------- — ----- __ ----- ------------- ------ --- -------- JU Uj z — - - tU �/ O - oz � UTILITY TIE IN DETA ( - i- Y — -- � NO SCALE � 1\ � ,.- - - (2) I t/2” RG5 FOR PO -- - - - - - ----- --- -- WER WIRING } - _ ' \� 1 1/2" CONDUIT - RG5 OR -- - --__ ---- -- ------- m SCHEDULE 40 PVC Lu v z I -- - - -- p -#6 BARE COPPER GROUND 1 #3 STIRRUPS j WIRE TO LIGHT POST GUARD LUG —T --- - � - _ - _ - - ------------- z ACCESS DOOR TREE GRATE i - 3/4"x10' GROUND ROD 4#5 BARS ;- - --- - -- CORROSION RES157AN7 15A DUPLEX --- - - -- - -- - w � I tf Z i COPPER FREE ALUMINUM CAST RECEPTACLE (NEMA 5-15R) WITH RAINPROOF -- 5INGLE GANG DEVICE BOX, TWO CGV CAPABLE O OG ING PROTECTING i I" THREADED CONDUIT OUTLET Il WITH DEVICE PLUGGED IN. I - ON BOTTOM. (GROUSE-HINDS FDD3 - - - OR EQUIVALENT) - - _ ,; II �� --TREE GUARD - - -- ISSUED FOR -3" PEA GRAVEL s 51DEINAL< LIC7HT POST FOUNDATION DETAIL �� F_2 SCALE: I _ 1'-0 i �Jv 00 'J'�0�'O�o i�0 �• �-'n o )O 0 0 1ri' 2'-O' MIN. _ Y � I 1 -EXI5TING ANCHOR BOLTS ��, OL r;)E TO^NE - EXI5TING UNDERGROUND I CONDUITS ;� I - \ - - -�_ --- --- -- -� TUBE LIGHT FIXTURE- I EXI5TING 5167NAL POST ! I FOUNDATION \ "G RG5 TO 24" MIN. SCED.40 PVC OR RG5 FOR UNDERGROUND CONDUIT RUNS. _ I PRCLIECT # FILE -r TRAEE I G S i GNAL POST EOUND�T I ON DETAIL 2 THEE Cis'ATE OUTLET DETAIL � I I �EVt:L E_2 SCALE: 1 = 1'-O" I I DATE SCALE: 1"-1'-0" I I -3/4" CONDUIT TO IN CHARGE o, i I I TRANSFORMER _ DESIGNED l I I JUNCTION BOX m DRAWN CHECKED ch APPROVED DATE O I WALL LI &HT DETAIL -- - ---- - --- -- --- -- SHEET TITLE .� I �_2 NO SCALE ELEGTRIGP�L DETAILS m i r �°107� E2 •�. in I JOB NUMBER SHEET NUMBER t 1 Q I V (V i ! I I I 1 NOTE : LAM1`5, POST AND RELATED MATERIALS ARE TO BE AS INDIGATED AS DESIGNED BY SPRING CITY ELECTRICAL GHAFARI ASSOCIATES, INC. MANUFACTURING CO. SPRING CITY, PA. PHONE 317/845-9666 - - LOWER PORTION OF GLOBE TO HAVE MOLDED IN REFRACTION WITH A r r� Ti T-1 HYDROFORMED REFLECTOR 1 1 1 TYPE III DISTRIBUTION 0 '-�, K k,T LUMINAIRE SPECIFICATIONS ' STYLE: WASHINGTON 118 REFRACTIVE GLOBE WITH FINIAL - -----— ----------------- -- --- -- -- I5•-6„ +/- -- ---- HEIGHT: 421/2"+/- -------- - WIDTH: 16 1/2"+/- MATERIAL: CAST IRON T GLOBE: REFRACTIVE POLYGARBONATE - FIN15H: PRIME PAINT SHERWIN WILLIAMS 2 PART REGOATABLE PART G EPDXY PRIMER PRESSURE 50DIUMA(LA MP BY OTHERS) VOLTAGE: PLEASE ADVISE LAMPING: 100 WA7 G PRESSURE I — PLEASE REFER TO SECTION A-A" FOR SOCKET: MOGUL BASE LOCATION OF MAST ARMS. P T (PLEASE VERIFY POSITION OF MAST ARMS) _ - -- - DISTRIBUTION: YPE ll M NG PER REPORT ITL 34440 -, AWG - - - W RE TYPE N: IS I TYPE FFN P %. - - ----- r -- - ,- - - - SUPPLIED W TH ASYMMETRIC REFRACTION MOLDED j -- - - - PLEASE NOTE: LUMINAIRE TO BE I INTO THE LOWER PORTION OF GLOBE WITH A HYDROFORMED REFLECTOR. ?�J!S�n'- CAST ALUMINUM PINEAPPLE FINIAL THIS LOWER PORTION SHALL BE INJECTION MOLDED. THE HO-)5E SIDE AND STREET SIDE ORIENTATION ON THE INJECTION MOLDED REFRACTIVE GLOBE 15 LOCKED INTO CASING CASTING TO ENSURE A CONSTANT I.E.S. TYPE ill DISTRIBUTION. 1 GAUGE, 57EEL MAST ARM - - - - - - _1_ .14" TAPER PER FOOT PLEASE NOTE: STREET NAME SIGN TO BE PROVIDED I LAMP POST SPEGIFIGATIONS BY CITY FOR MOUNTING BY CONTRACTOR. FIELD DRILL, TAP AND BOLT SIGN TO STYLE, WASHINGTON STEEL SIGNAL ARM MIDWAY BETWEEN SIGNALS HEIGHT: �—CLAMP STYLE ARM CONNECTION LIGHT CENTER: BASE: 18"+/- DIAMETER i PLEASE NOTE: MOUNTING HARDWARE FOR TRAFFIC SIGNAL5, MATERIAL: AND STREET SIGNS SHALL BE SUPPLIED BY OTHERS. SHAFT: II GAWE, 12 FLAT FLUTE STEEL MONOTUBE CONSTRUCT O PER A.5.T.M. A 48-83 GLASS 30 I4" BASE, I PIECE, (SLIP OVER) HEAVY WALL CAST IRON G - _ LUMINAIRE �.JPEG I F I G AT I ONS PRIME PAINT SHERWIN WILLIAM5 2 PART REGOATABLE EPDXY FINISH: PRIMER(567H5 - PART G AND BbTVS - PART H) STYLE: WASHINGTON I18 REFRACTIVE GLOBE WITH FINIAL HEIGHT: 42 i/2"+/- AGGE55 DOOR: LOCATED IN BASE TO COINCIDE WITH HAND HOLE IN STEEL SHAFT SECURED WITH TAMPER PROOF HEX SOCKET 5EGURITY MACHINE 5GREW5 WIDTH: 16 I/2 +/- 1/4"-20 SQUARE NUT WELDED TO IN51DE WALL OF SHAFT OPP051TE MATERIAL: CAST IRON GROUND STUD PROVISIONS: HAND HOLE TO ACCOMMODATE GROUND STUD (GROUND STUD BY OTHERS) GLOBE: REFRACTIVE POLYCARBONATE FINISH: PRIME PAINT, SHERWIN WILLIAM5 2 PART RECOATABLE EPDXY ANCHOR BOLTS: (4) 3/4" DIA. X 24" LONG + 3" HOOK (FULLY GALVANIZED WITH r--- PRIMER PAINT, T S - PART G AND B6�V5 - PART H) 2 GALVANIZED NUTS AND 2 GALVANIZED WA5HER5 PER BOLT) CAMPING: 100 WATT HIGH PRESSURE SODIUM (LAMPS BY OTHERS) BOLT PROJECTION: 5" REQUIRED LOWER PORTION OF GLOBE TO HAVE PLEASE ADVISE TENON; 3"I/2" DIA. X 3" HIGH (ABOVE DONUT) MOLDED IN REFRACTION WITH voLraGE: w A HYROFORMED REFLECTOR DISTRIBUTION: TYPE III-M-NG PER REPORT tt: ITC 34440 - — -- - — z , TYPE III DISTRIBUTION V PLEASE NOTE: LUMINAIRE WILL BE SUPPLIED WITH ASYMMETRIC REFRACTION MOLDED INTO THE LOWER PORTION OF GLOBE WITH A HYDROFORMED REFLECTOR. THIS = -.- - II-3/4" SGtUARE X 3/4" THICK ---; I l LOWER PORTION SHALL BE IN MOLDED. THE HOUSE 51DE AND STREET 51PE ORIENTATION ON THE INJECTION MOLDED REFRACTIVE GLOBE 15 LOCKED INTO CA5ING CASTING TO ENSURE A CONSTANT LE.5. TYPE III D15TRIBUTION. SECTION A-A i 12 FLAT FLUTE P ST BRACKET SPEC I F I GAT I ONS � ,I II GAUGE STEEL STYLE: WASHINGTON SIMPLE TWIN i HEIGHT: T 1/4"+/- FROM 50TTOOM OF BRACKET TO BOTTOM OF LUMINAIRE 14"+/- FROM P05T TO' L OF LUMINAIRE m _ I MATERIAL: + �� _---- OF S O.D. iCAST ALUMINUM --1 --� OF STEEL SHAFT FINISH: PRIME PAINT Oi I i TENON: 3 1/2" DIA. X 3" HIGH CV (TO ACCEPT LUMINAIRE) I LAMP POST SPED IF I CATIONS � \� STYLE: WASHINGTON STEEL WITH PINEAPPLE FINIAL AND TRAFFIC SIGNAL MAST ARMS) / I + HEIGHT: DIA. LIGHT CENTER: 16'- O"+/- BOLT CIRCLE O 5A5E: 31"+/- DIAMETER tV MATERIAL: !, SHAFT: (5TRUGTURAL MEMBER) 7 6AUGE MINIMUM, SMOOTH (NON FLUTED) STEEL MONOTUBE CONSTRUCTION ui z ORNAMENTAL SHEATH: 11 6AUGE, 12 FLAT FLUTE STEEL MONOTUBE CONSTRUCTION V BASE, 2 PIECE, (WRAP AROUND) HEAVY WALL CAST IRON PER A.S.T.M. � OF AGGE55 DOOR AND HAND HOLE - A 48-83 CLASS 30 O t- (3 I 1- x FINISH: PRIME PAINT ' w v Q TOP VIES OF BASE PLATE -- -1 6AUGE MINIMUM, SMOOTH (NON FLUTED) AGGE55 DOOR: LOCATED IN BASE TO COINCIDE WITH HAND HOLE IN STEEL SHAFT ____ w STEEL STRUCTURAL MEMBER GROUND STUD PROV1510N5: I/2"-13 SQUARE NUT WELDED TO INSIDE WALL OF STRUCTURAL MEMBER OPPOTHE = W w HAND HOLE TO ACCOMMODATE GROUND STUD (GROUND STUD SUPPLIED BY OTHERS) O Q p SCALE: I/4 I" r Z O Q ANCHOR BOLTS: (4) 1 1/2" X 54" + 6" HOOK (FULLY GALVANIZED WITH V v 1 2 GALVANIZED NUTS AND 2 GALVANIZED WASHERS PER BOLT) m + � - - - - --I_ - - - - BOLT PROJECTION: 7" REQUIRED W IL Q w I = Q O TENON: w 3 I/2" DIA. X 3" HIGH m - (ON STRUCTURAL MEMBER) IL _I ILL - 11 GAUGE, 12 FLAT FLUTE O z !', 1 Q d ORNAMENTAL SHEATH DIAMETER ---- ---�' z _ = w O w � I QI w � �r (y :3 I' !' 1 w; Q Q Z 1-•-- I'1-I/2" +/- SQUARE --- �, - _ m v O x I-I/2 THICK �1 � SECTION 3-8 Ozw N w cD IssuFc: �^R � wI j z Q ILL_ m N.T.S. I BOLT PATTERN IN SIGNAL LIGHT P05T w 1 - 0 1 BASE TO MATCH EXt57tN6 FOUNDATION _ i 0L w w BOLT PATTERN. FIELD VERIFY FOR EXACT O (Y v tL DIMENSIONS. w ' �! Q � �-' � 111 � z � i , � � � � [fl uut I �I �'1 I � _ � wl F o i to O z I w rr 0 Q \ � W X v _ AGGE55 DOOR AM z Q Z ,- w v = to FIR 5516NAL MOST ARRAGKET AND w - ! — X-0 w z z i 0 I SLAP �- 51 �N `— (4) 1 3/4" X 4" OBLONG SLOT ---- -- ------ TO ACCOMMODATE A 11/2" DIA. ANCHOR BOLT (4 AT QO DEGREES APART) �__-1 _-- -- ---- -- 15" +1- DIAMETER - HOT DIP ANCHOR BOLTS --- HOT DIP ANCHOR BOLTS _ _ _ _• -- - (FULLY GALVANIZED) (FULLY GALVANIZED) II t 31" +/- DIAMETER --i -� OF AGGE55 DOOR AND HAND HOLE SECTION A-A LEVEL C 1 1/2 = 1'- 0" STREETL 167HT POST DETAIL DATE ETA I L SCALE: 1-1/2" - I'-O" - K S I CANAL LIGHT POST l� ;N CHARGE =��✓� 1 _ - m SCALE: 3/4" "PRAWN A._ ✓�._ � O r- I iiATc i f SHEET TITLE i �TR�E ri��T 4 n 2. i i i V Spring Cit Electrical Mfg. Co. J POST DET�!LS U, PHONE (215)948-4000 HALL AND MAIN STREETS - P.O.DRAWER A - SPRING CITY, PA, 19475 - 471015 FAX (215)948-5577 SINCE 1843 JOB NUMBER SHEET NUMBER -r i r I