Loading...
HomeMy WebLinkAboutCivil Plans 11-28-17N E N O 0 d 41 0 U Ln C: C: m m a� 41 41 0 a_ 0) 3 0 U 0 / U) 3 0 a I o -Oo 0 rn E 3 U v / x a I o 0 U CD o >_ � U O X :Q W o O 0, U E 0 0 U U O � m Q ry U Q Q d (n O 0) O Cn I(0 0`—I, N O I_ 0 V) O N DU o' 1 0 O U 6 C: 0 _ 0 O U � � o E 2 Z m Ip > U C W >>. co / 0 J 6 140 EAST CARMEL DRIVE CARMEL, HAMILTON COUNTY, INDIANA OCTOBER 20, 2017 t � 1 STAR FINANCIAL BANK 127 WEST BERRY STREET, FORT WAYNE, INDIANA 46802 ryan.mci ntosh@starfinancial.com 7635 Interactive Way %A# Suite 100 W O O L P E R T Indianapolis, IN 46278 31 .299.7500 FAx: 317.291.5805 dan.kuester@WooIpert.com SITE PLAN Iq I� Ih III / I I III / Ip i T EXISTING BANK i ------ ------ EAST CARMEL DRIVE NORTH NO SCALE LAND DESCRIPTION �l 11/20/17 • PARCEL 1: 11/20/17 A PART OF THE SOUTHWEST QUARTER OF SECTION 31, TOWNSHIP 18 NORTH, RANGE 4 EAST IN HAMILTON COUNTY, INDIANA, BEING MORE 0 PARTICULARLY DESCRIBED AS FOLLOWS: p COMMENCING AT THE SOUTHWEST CORNER OF THE SAID SOUTHWEST QUARTER SECTION; THENCE NORTH 01 DEGREES 04 MINUTES 45 — SECONDS WEST ALONG THE WEST LINE OF THE SAID QUARTER SECTION 1752.85 FEET; THENCE NORTH 89 DEGREES 55 MINUTES 00 r SECONDS EAST ALONG THE CENTERLINE OF CARMEL DRIVE AND PARALLEL WITH THE NORTH LINE OF SAID QUARTER SECTION 600.00 FEET; -' THENCE NORTH 01 DEGREES 04 MINUTES 45 SECONDS WEST AND PARALLEL WITH THE SAID WEST LINE 289.87 FEET TO THE BEGINNING POINT; THENCE NORTH 01 DEGREES 04 MINUTES 45 SECONDS WEST, PARALLEL WITH THE SAID WEST LINE 99.56 FEET; THENCE NORTH 88 DEGREES 57 MINUTES 00 SECONDS EAST 110.00 FEET; THENCE SOUTH 01 DEGREES 04 MINUTES 45 SECONDS EAST, PARALLEL WITH THE SAID WEST LINE 94.59 FEET; THENCE SOUTH 86 DEGREES 21 MINUTES 54 SECONDS WEST 110.11 FEET TO THE BEGINNING POINT, CONTAINING 0.245 ACRES, MORE OR LESS. PARCEL 2: TRACT #1 A PART OF THE SOUTHWEST QUARTER OF SECTION 31, TOWNSHIP 18 NORTH, RANGE 4 EAST IN HAMILTON COUNTY, INDIANA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER SECTION THENCE NORTH 01 DEGREES 04 MINUTES 45 SECONDS WEST ALONG THE WEST LINE OF THE SAID QUARTER SECTION 1752.85 FEET; THENCE NORTH 89 DEGREES 55 MINUTES 00 SECONDS EAST ALONG THE CENTERLINE OF CARMEL DRIVE AND PARALLEL WITH THE NORTH LINE OF SAID QUARTER SECTION 600.00 FEET TO THE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE NORTH 01 DEGREES 04 MINUTES 45 SECONDS WEST AND PARALLEL WITH THE SAID WEST LINE 249.87 FEET; THENCE NORTH 88 DEGREES 55 MINUTES 15 SECONDS EAST 110.00 FEET; THENCE SOUTH 01 DEGREES 04 MINUTES 45 SECONDS EAST AND PARALLEL WITH THE SAID WEST LINE 246.50 FEET TO THE CENTERLINE OF SAID CARMEL DRIVE AND NON -TANGENT 5.0000 DEGREE CURVE TO THE RIGHT, THE RADIUS POINT SAID CURVE BEING NORTH 05 DEGREES 35 MINUTES 17 SECONDS WEST 1145.92 FEET FROM SAID POINT; THENCE SOUTHWESTERLY ALONG THE SAID CURVE AND CENTERLINE 110.09 FEET TO THE POINT OF BEGINNING. (THE RADIUS POINT OF SAID CURVE BEING NORTH 00 DEGREES 05 MINUTES 00 SECONDS WEST 1145.92 FEET FROM SAID POINT.) TRACT #2 PART OF THE SOUTHWEST QUARTER OF SECTION 31, TOWNSHIP 18 NORTH, RANGE 4 EAST IN HAMILTON COUNTY, INDIANA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE SAID SOUTHWEST QUARTER SECTION; THENCE NORTH 01 DEGREES 04 MINUTES 45 SECONDS WEST ALONG THE WEST LINE OF THE SAID QUARTER SECTION 1752.85 FEET; THENCE NORTH 89 DEGREES 55 MINUTES 00 SECONDS EAST ALONG THE CENTERLINE OF CARMEL DRIVE PARALLEL WITH THE NORTH LINE OF SAID QUARTER SECTION 600.00 FEET; THENCE NORTH 01 DEGREES 04 MINUTES 45 SECONDS WEST AND PARALLEL WITH THE SAID WEST LINE 249.87 FEET TO THE BEGINNING POINT; THENCE NORTH 01 DEGREES 04 MINUTES 45 SECONDS WEST, PARALLEL WITH THE SAID WEST LINE 40.00 FEET; THENCE NORTH 86 DEGREES 21 MINUTES 54 SECONDS EAST 110.11 FEET; THENCE SOUTH 01 DEGREES 04 MINUTES 45 SECONDS EAST, PARALLEL WITH THE SAID WEST LINE 44.91 FEET; THENCE SOUTH 88 DEGREES 55 MINUTES 15 SECONDS WEST 110.00 TO THE BEGINNING. ZONING BENCHMARK CURRENT ZONING B-8 THE BASIS OF ELEVATIONS HEREON IS NAVD 88. IRON ROD FOUND - SEE DRAWING FOR LOCATION. SETBACKS MINIMUM FRONT YARD 25 FEET ELEVATION = 845.61 MINIMUM SIDE YARD 10 FEET MINIMUM AGGREGATE OF SIDE YARD 10 FEET MINIMUM REAR YARD 10 FEET MINIMUM LOT WIDTH NONE MAXIMUM LOT COVERAGE NONE MINIMUM GROUND FLOOR AREA 40,000 SF 0.5 FAR VICINITY MAP 171 UTILITIES GAS SERVICE: VECTREN ENERGY P.O. BOX 1700 NOBLESVILLE, IN 46061-1700 EMAIL: jlclark®vectren.com PHONE: 317-776-5532 FAX: 317-776-5553 CONTACT: JOANIE CLARK ELECTRIC SERVICE: DUKE ENERGY 16475 SOUTHPARK DRIVE WESTFIELD, IN 46074 EMAIL: trent.godsey®duke-energy.com PHONE: 317-896-6711 FAX: 317-896-6712 CONTACT: TRENT GODSEY • - 11/20/17 • - 11/20/17 • - 11/20/17 • - 11/20/17 • - 11/20/17 STORM SEWER SERVICE (LEGAL DRAIN): HAMILTON COUNTY SURVEYOR 1 HAMILTON COUNTY SQUARE SUITE 188 NOBLESVILLE, IN 46060 PHONE: 317-776-8495 FAX: 317 -776 - EMAIL: surveyor®hamiltoncounty.in.gov CONTACT: GARY DUNCAN, PROJECT ENGINEER WATER SERVICE: 30 WEST MAIN STREET SUITE 200 CARMEL, IN 46032 PHONE: 317-571-2443 FAX: 317-571-2265 EMAIL: jduffy®carmel.in.gov CONTACT: JOHN DUFFY, DIRECTOR SHEET INDEX C000 ...................... COVER SHEET C100 ...................... EXISTING CONDITIONS/DEMO PLAN C200 ...................... SITE PLAN C300 ...................... LANDSCAPE PLAN C400 ...................... SITE LIGHTING & PHOTOMETRIC PLAN DRAINING INDEX LEGEND MOST RECENT ISSUE OR REVISION DATE ;OVER SHEET LATEST REVISION NUMBER FILLED CIRCLE INDICATES DRAWING INCLUDED WITH THIS ISSUE TELEPHONE SERVICE: AT&T 240 N. MERIDIAN ST. INDIANAPOLIS, IN 46204 EMAIL--, sk4QaGGetLcom. PHONE: 317-252-4275 CONTACT: STEVE KREBS No.l DATE REVISION PROJECT No.: 76910 SEAL f4. < *N 1 011 0000 i n L0 m r7 r 0 CV 0 C'l N E a� O Z -6 (D 0 d 4141 O U V) c m m m _0 O ,as rw 4- % u x 0 � m U Q Q Q N o O 00o I m / c r_1 O O U 04 0) 1 En v c EN 0 —�U O 0 U � � Q)0 E -0 Z m N 41 > ._ U 0 j (A W J J C7 MOW wars 5#w1vn0 Call before you dig. 1 I LANDMARK DEVELOPMENT CO. r UT --r\ E UE --UT— r —UT— \ — I- — � E I =.1`189.116 .�—_-----—_--_� (I!I I I I IIS I Iii ASPHALT Ld I II I xxI� w I I I I /— ' II} I r r = IT T -----r INLET TC: 844.47 V) I I I % INV 8" PVC S 842.Cy4' �I I II � I� I ST WALKWAY �\ ` ' 0 III w I r ` BENCHMARK �x II II r ` ELEV=845.61 I �I Ln I I (I I of ASPHALT INLET TC: $48.39 IW 10'; 'PVC W 842.19 I I I I RCP SW 842.19 i iI V 15 RCP N 842.14 I ' �. I -I lI �- R=1145.92' P.c I EAST CARMEL DR. L=110.09' CH=110.05' CURB INLET TC: 841.90 CH8=N8T24'08"E INV 12" RCP S 839.60 STM MH TC: 842.24 INV 12" RCP N 838.84 INV 18" RCP W 837.14 INV 18" RCP E 837.04 ------18"SD-----18"SD— TNORTHIFF 0 20 40 60 LEGEND GRAPHIC SCALE IN FEET SYMBOL DESCRIPTION ® O SAWCUT AND REMOVE EXISTING CONCRETE CURB AND GUTTER TO NEAREST JOINT OSAWCUT AND REMOVE EXISTING PAVEMENT O REMOVE EXISTING PLANTINGS & REGRADE TO ASSURE POSITIVE DRAINAGE ® O REMOVE EXISTING PLANTER WALLS OREMOVE EXISTING SIGN OF REMOVE EXISTING LIGHT POLE OSEALCOAT PAVEMENT AND RESTRIPE ® O REMOVE EXISTING CONCRETE o STORM CURB INLET ❑ STORM INLET oQ STORM MANHOLE sQ SANITARY MANHOLE O FIRE HYDRANT Wr WATER UTILITY MARKER 0 WATER VALVE ® GAS METER ® GAS REGULATOR T GAS UTILITY MARKER T ELECTRIC UTILITY MARKER IN TRANSFORMER QT TELEPHONE MANHOLE ® TELEPHONE PEDESTAL T TELEPHONE UTILITY MARKER © TELEVISION RISER LIGHT POLE SIGN O BOLLARD 0 BENCHMARK 0 FOUND IRON PIN • SET PK NAIL TREE — — — — — — SAN — SANITARY SEWER — — — — — — SD — STORM SEWER ------WTR— WATER ------G— GAS — — — — — — UE UNDERGROUND ELECTRIC — — — — — — UT — UNDERGROUND TELEPHONE DEMOLITION NOTES 1. EXISTING UNDERGROUND UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS ACCORDING TO AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE PRESENCE AND LOCATION OF THE EXISTING UTILITIES AND REPAIRING ANY DAMAGE DONE TO THE UTILITIES DURING PROBING OR CONSTRUCTION. TO OBTAIN FIELD LOCATIONS OF EXISTING UNDERGROUND UTILITIES, CALL INDIANA UNDERGROUND CABLE LOCATION 1-800-382-5544. 2. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES FOR THE RELOCATION OF UTILITIES ON SITE OR CROSSING THE SITE TO SERVICE ADJACENT PROPERTIES. DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED AND USED BY OWNER OR OTHERS, DURING OCCUPIED HOURS, EXCEPT WHEN PERMITTED BY OTHERS. 3. DEMOLISH AND COMPLETELY REMOVE FROM SITE, EXISTING UNDERGROUND UTILITIES INDICATED TO BE REMOVED. COORDINATE WITH UTILITY COMPANIES FOR SHUT—OFF OF SERVICES, IF LINES ARE ACTIVE. 4. ALL COSTS INCURRED IN COORDINATION OF ALL NEW UTILITY SERVICES SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 5. THE REMOVAL AND DEMOLITION OF EXISTING FACILITIES ARE THE CONTRACTOR'S RESPONSIBILITY. 6. EXISTING PAVEMENT AND CONCRETE PAVEMENTS ARE TO BE REMOVED FROM THE SITE AND DISPOSED OF IN A LEGAL MANNER UNLESS OTHERWISE NOTED. 7. REMOVAL OF EXISTING CONCRETE AND ASPHALT PAVEMENT INDICATED ON PLANS SHALL INCLUDE ALL AGGREGATE BASE AND SUBGRADE MATERIALS. SAWCUT ALL EXISTING PAVED AREAS. ALL CUTS SHALL BE CLEAN, NEAT AND TRUE TO LINE. REMOVE ALL NON—ORGANIC OR TOXIC MATTER THAT WOULD INTERFERE WITH PROPOSED PLANT MATERIAL 8. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD, DIRT, GRAVEL, AND ANY OTHER MATERIALS TRACKED ONTO ANY PUBLIC OR PRIVATE STREETS OR SIDEWALKS. THE CONTRACTOR MUST USE WATER OR OTHER METHODS TO KEEP AIRBORNE DUST TO A REQUIRED MINIMUM. 9. THE USE OF EXPLOSIVES IS PROHIBITED. 10. ALL EXCAVATION FOR UTILITIES SHALL BE COORDINATED WITH UTILITY COMPANIES. 11. ROAD, ROAD SHOULDERS, ROAD PAVEMENT, PARKING PAVEMENT, CURBS, DRIVEWAYS, SIDEWALKS, DITCHES, DRAINAGE PIPES AND STRUCTURES, FENCES, LAWNS, TREES, BUSHES, MAILBOXES, STREET AND PUBLIC SIGNS, ADVERTISEMENT SIGNS, ETC., DAMAGED DURING CONSTRUCTION SHALL BE RESTORED, RECONSTRUCTED, REPLACED, OR PROTECTED BY THE CONTRACTOR AT HIS EXPENSE. ALL DAMAGES TO EXISTING IMPROVEMENTS, EXCAVATION, AND/OR REMOVAL OF ANY AND ALL EXISTING IMPROVEMENTS SHALL BE KEPT TO A MINIMUM AND RESTORED OR REPLACED TO AT LEAST THEIR ORIGINAL CONDITION. 12. ALL UNDERGROUND UTILITIES OR STRUCTURES IN PROPOSED PAVEMENT, EMBANKMENT, OR BUILDING AREAS REQUIRING REMOVAL SHALL BE REMOVED AND BACKFILLED COMPLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL SUITABLE TO THE A/E. 13. ALL WELLS ENCOUNTERED ON THE SITE ARE TO BE ABANDONED PER INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT AND LOCAL AGENCY REQUIREMENTS. e \.' 3'=S~ * N0. 19011 w€ N W H Q C Z Z O N V 0) 0 o a o W I a Q o W W Y 0 o v l� N � O ZLq iLn aro o � N a�`•ti r 20 N 1, U) .0 11- C M LL as W W!i � z am W z 0 J z W O O� Z Q CL O Z 2 Q to W z o J Q > QZ Z ..1 Q Z VW .J z 0 Z W aoy�_ LU h- Z 0 ua, o LL2= Z W� O Q Z U) W SHEET N0. ci 00 e L 0 E 0 > O z O m 41o U -N a� c c a� m m a� 0 3 0 000, 3 0 c cD � O x E U a - z � m Q <n 0 0 r- M- O I- N 0 1 / r1_ O O U N o') o V) � E N 0 � O U 0 c CD - N «� U O � CN a) 0 E i Z m V) -0 -a 0 � ._ o U o � w i TOY— CONC. � � CLEARANCE 7e — � I HT=10.1' , ICOLUMN i ASPHALT t N U Of I CURB TEIGHT VARIES --' a I I 2.5'R I a I Ii 14 13 I 0 CURB HEIGHT VARIES I > a w B L a CONCRETE TO MATCH DOOR THRESHOLD F/F=847.44 CONCRETE TO MATCH DOOR THRESHOLD F/F=847.43 Bw 0 I I I 4 I ASPHALT I � I BLDG HT=17.8' I K TYP. a i I I I Ii BLDG HT=20.2' I I � N 2.5'R I I I- ASPHALT I I i ACCESS COVER I I LANDSCAPE & I DRAINAGE ESMT. I IPI G I MULCH & SHRUBS II I II I STAR FINANCIAL BANK 140 E. CARMEL DR. CARMEL, IN 46032 1 STORY BRICK & FRAME BUILDING BUILDING AREA: 5,770 S.F. (AS DETERMINED FROM EXTERIOR DIMENSIONS) i II II—2.5'R I I I A I I I 2.5'R I I I- ASPHALT I I i ACCESS COVER I I LANDSCAPE & I DRAINAGE ESMT. I IPI G I MULCH & SHRUBS II I II I STAR FINANCIAL BANK 140 E. CARMEL DR. CARMEL, IN 46032 1 STORY BRICK & FRAME BUILDING BUILDING AREA: 5,770 S.F. (AS DETERMINED FROM EXTERIOR DIMENSIONS) L F/F=847.48 / v 1 I r 1 I 'I K TYP. II, t I II SII a I 0 �II 'I II > a w ASPHALT ;I 0 SII — TEMPORARY — CONSTRUCTION ESMT. ASPHALT 1 O'R II II—2.5'R I I d �I I L F/F=847.48 / v 1 I r 1 I 'I K TYP. II, t I II SII a I 0 �II 'I II > a w ASPHALT ;I 0 SII — TEMPORARY — CONSTRUCTION ESMT. ASPHALT 1 O'R END BACK OF CURB LANDSCAPE &/ DRAINAGE ESMT. /l - 3'R I I �I I� I II II_� I II �I I I II II �I I� __...,I MULCH & SHRUBS JI MULCH & SHRUBS — P I GRASS 3' `\ SIGN — — — — — — — — — I I / _ BRICK PAVERS CONCRETE GRASS _ — CONC. WALK �L_—_ --- _--------- __-- - — — — — — — — — — — — I RAMP BRICK PAVERS -I CONC. WALK \ \RAMP �\ \ AMP- ----�--_--------------_ -7/ ----- / CONCRETE \ _ BRICK PAVERS BRICK PAVERS / \ — ice' —.. EAST CARMEL DR. I nnvW Wndlsw`w••■ Cali before you dig. 02 3/8*xO.154' WALL STEEL TUBING TOP VIEW 24* O.C. FRONT VIEW 0 10 20 30 GRAPHIC SCALE IN FEET LEGEND 02.38" RIGHT SIDE VIEW "INVERTED U" BICYCLE RACK DETAIL NO SCALE DESCRIPTION 6" STRAIGHT CURB INTEGRAL WALK & CURB CONCRETE WALK ACCESSIBLE RAMP 4" PAINTED BLUE PAVEMENT STRIPE AT 45' ANGLE, 2' O.C. 4" PAINTED BLUE PAVEMENT STRIPE 4" PAINTED WHITE PAVEMENT STRIPE 4" PAINTED WHITE PAVEMENT STRIPE AT 45' ANGLE, 2' O.C. LANDSCAPED AREA CONTROL JOINT STOOP 5'X5' (UNLESS OTHERWISE NOTED) MONUMENT SIGN BIKE RACK CONCRETE INFILL DIRECTIONAL SIGN TO BE UPDATED TO MATCH ARCHITECTURAL STYLE ACCESSIBLE PARKING SYMBOL CURB TRANSITION PROPOSED CONCRETE PROPOSED REGULAR DUTY ASPHALT PAVEMENT SITE NOTES 1. ALL DIMENSIONS IN CURBED AREAS SHALL BE BACK TO BACK OF CURB. -ALL DIMENSIONS IN AREAS WITHOUT CURB SHALL BE TO EDGE OF PAVEMENT. -ALL DIMENSIONS AT INTEGRAL CURB & WALK SHALL BE TO FACE OF CURB. -ALL DIMENSIONS FROM BUILDING SHALL BE FROM FACE OF BUILDING. 2. ALL RADII IN PAVED AREAS & ON CURBS SHALL BE 5' UNLESS NOTED OTHERWISE. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD BEFORE STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITION, THE CONTRACTOR SHALL CONTACT A/E IMMEDIATELY. 4. PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 5. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL CONTRACTOR, SUBCONTRACTORS, OR SUPPLIERS SHALL BE RESURFACED OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER CONSTRUCTION WORK IS COMPLETED. 6. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. 7. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO BASE LINES, PROPERTY LINES OR BUILDING LINES UNLESS OTHERWISE NOTED. 8. DISABLED RAMP AND SIGNAGE SHALL BE IN ACCORDANCE WITH FEDERAL, STATE, COUNTY, CITY AND LOCAL CODE WHICHEVER HAS JURISDICTION. SEE SITE PLAN FOR LOCATION AND SITE DETAILS FOR SPECIFICATIONS. 9. ALL STRIPES ARE TO BE 4" PAINTED, WHITE, UNLESS OTHERWISE NOTED. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCY. THE AMOUNT, LOCATION AND SIZE SHALL BE PER DIRECTION OF AGENCY. 11. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD, DIRT, GRAVEL, AND ANY OTHER MATERIALS TRACKED ONTO ANY PUBLIC OR PRIVATE STREETS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN THESE DAILY IF NECESSARY. THE CONTRACTOR MUST USE WATER OR OTHER METHODS TO KEEP AIRBORNE DUST TO A REQUIRED MINIMUM. 12. ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE -CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY. 13. THE CITY HAS MINIMUM REQUIREMENTS FOR INFRASTRUCTURE INSTALLATION PRIOR TO STARTING BUILDING CONSTRUCTION. A 20' PAVED ACCESS TO THE BUILDING AT LEAST TO THE BINDER COURSE SHALL BE PROVIDED,; WATER MAIN AND HYDRANTS NEED TO BE IN SERVICE; AND POSSIBLY A DURABLE SURFACE 20' IN WIDTH NEEDS TO BE PROVIDED AROUND THE BUILDING. PLEASE COORDINATE WITH THE CARMEL FIRE DEPARTMENT. 3" TOP SOIL -«-- COMPACTED BACKFILL 0 N BITUMINOUS PAVEMENT CLASS "A" CONCRETE STRAIGHT CONCRETE CURB NO SCALE NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE CURE ALL EXPOSED SURFACES CONTRACTION JOINTS SHALL BE SAWED IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 1/3- D DAMPEN SUBGRADE BEFORE PLACING CONCRETE CONTROL JOINTS EVERY 5' MINIMUM ON RADII OTHERWISE EVERY 10' MINIMUM NO BACKFILLING OR COMPACTION MAY OCCUR 12' FROM CURB UNTIL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE SHALL BE IN ACCORDANCE WITH INDOT STANDARD SPECIFICATIONS. II II—2.5'R I I ' N0. lull,, �I I SIGN II P I� I iI J W II END BACK OF CURB LANDSCAPE &/ DRAINAGE ESMT. /l - 3'R I I �I I� I II II_� I II �I I I II II �I I� __...,I MULCH & SHRUBS JI MULCH & SHRUBS — P I GRASS 3' `\ SIGN — — — — — — — — — I I / _ BRICK PAVERS CONCRETE GRASS _ — CONC. WALK �L_—_ --- _--------- __-- - — — — — — — — — — — — I RAMP BRICK PAVERS -I CONC. WALK \ \RAMP �\ \ AMP- ----�--_--------------_ -7/ ----- / CONCRETE \ _ BRICK PAVERS BRICK PAVERS / \ — ice' —.. EAST CARMEL DR. I nnvW Wndlsw`w••■ Cali before you dig. 02 3/8*xO.154' WALL STEEL TUBING TOP VIEW 24* O.C. FRONT VIEW 0 10 20 30 GRAPHIC SCALE IN FEET LEGEND 02.38" RIGHT SIDE VIEW "INVERTED U" BICYCLE RACK DETAIL NO SCALE DESCRIPTION 6" STRAIGHT CURB INTEGRAL WALK & CURB CONCRETE WALK ACCESSIBLE RAMP 4" PAINTED BLUE PAVEMENT STRIPE AT 45' ANGLE, 2' O.C. 4" PAINTED BLUE PAVEMENT STRIPE 4" PAINTED WHITE PAVEMENT STRIPE 4" PAINTED WHITE PAVEMENT STRIPE AT 45' ANGLE, 2' O.C. LANDSCAPED AREA CONTROL JOINT STOOP 5'X5' (UNLESS OTHERWISE NOTED) MONUMENT SIGN BIKE RACK CONCRETE INFILL DIRECTIONAL SIGN TO BE UPDATED TO MATCH ARCHITECTURAL STYLE ACCESSIBLE PARKING SYMBOL CURB TRANSITION PROPOSED CONCRETE PROPOSED REGULAR DUTY ASPHALT PAVEMENT SITE NOTES 1. ALL DIMENSIONS IN CURBED AREAS SHALL BE BACK TO BACK OF CURB. -ALL DIMENSIONS IN AREAS WITHOUT CURB SHALL BE TO EDGE OF PAVEMENT. -ALL DIMENSIONS AT INTEGRAL CURB & WALK SHALL BE TO FACE OF CURB. -ALL DIMENSIONS FROM BUILDING SHALL BE FROM FACE OF BUILDING. 2. ALL RADII IN PAVED AREAS & ON CURBS SHALL BE 5' UNLESS NOTED OTHERWISE. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD BEFORE STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITION, THE CONTRACTOR SHALL CONTACT A/E IMMEDIATELY. 4. PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 5. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL CONTRACTOR, SUBCONTRACTORS, OR SUPPLIERS SHALL BE RESURFACED OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER CONSTRUCTION WORK IS COMPLETED. 6. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. 7. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO BASE LINES, PROPERTY LINES OR BUILDING LINES UNLESS OTHERWISE NOTED. 8. DISABLED RAMP AND SIGNAGE SHALL BE IN ACCORDANCE WITH FEDERAL, STATE, COUNTY, CITY AND LOCAL CODE WHICHEVER HAS JURISDICTION. SEE SITE PLAN FOR LOCATION AND SITE DETAILS FOR SPECIFICATIONS. 9. ALL STRIPES ARE TO BE 4" PAINTED, WHITE, UNLESS OTHERWISE NOTED. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCY. THE AMOUNT, LOCATION AND SIZE SHALL BE PER DIRECTION OF AGENCY. 11. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD, DIRT, GRAVEL, AND ANY OTHER MATERIALS TRACKED ONTO ANY PUBLIC OR PRIVATE STREETS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN THESE DAILY IF NECESSARY. THE CONTRACTOR MUST USE WATER OR OTHER METHODS TO KEEP AIRBORNE DUST TO A REQUIRED MINIMUM. 12. ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE -CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY. 13. THE CITY HAS MINIMUM REQUIREMENTS FOR INFRASTRUCTURE INSTALLATION PRIOR TO STARTING BUILDING CONSTRUCTION. A 20' PAVED ACCESS TO THE BUILDING AT LEAST TO THE BINDER COURSE SHALL BE PROVIDED,; WATER MAIN AND HYDRANTS NEED TO BE IN SERVICE; AND POSSIBLY A DURABLE SURFACE 20' IN WIDTH NEEDS TO BE PROVIDED AROUND THE BUILDING. PLEASE COORDINATE WITH THE CARMEL FIRE DEPARTMENT. 3" TOP SOIL -«-- COMPACTED BACKFILL 0 N BITUMINOUS PAVEMENT CLASS "A" CONCRETE STRAIGHT CONCRETE CURB NO SCALE NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE CURE ALL EXPOSED SURFACES CONTRACTION JOINTS SHALL BE SAWED IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 1/3- D DAMPEN SUBGRADE BEFORE PLACING CONCRETE CONTROL JOINTS EVERY 5' MINIMUM ON RADII OTHERWISE EVERY 10' MINIMUM NO BACKFILLING OR COMPACTION MAY OCCUR 12' FROM CURB UNTIL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE SHALL BE IN ACCORDANCE WITH INDOT STANDARD SPECIFICATIONS. ' N0. lull,, 11�Q11 z " yPM" `a J W O W Q O O z Z O N W0) C:) __3 o i W Q W Y a o 0 o v m 00 N j Iq CD ? 00 V LL U1 r N °r CCD D C r a ti r C O M Ln �+ I� ui 14 N M u. a a a0 W W� z z OL Ix W 00 z J z W OFW U Ot 3= Z co z W Z Qa�Qa a Z0.W Q W LU Z O LU - L U CD CD W r Q � ��9�01� req h a RECE'� � cm NOV 2 0 2017 N w 6 SHEET N0. C200 a� a> > 3 O -0 z a v I +'� O .- O rn a cfl 41 0 p� U 3 V) 4-1 J N O N 0) T M 3 41 41 0 O X O � T 0) _I? � Z � g o a rn X C° r CL Q O V) 0 / r- U O� N � I ° j 0 U a / v c a� a 0 U C o C: O 0 a / O N E F`- 0 U a � ' c a mi o Q 0) :2 U) n C: 0rorn a O O re) / C: U) 0 U O � 0) 1 0 O c NO E O O - o n E U � � c a� c � O N 0 E _ Z m � F- > U 0 0 T J J C7 (5)1 i( -L701 o I I ' t I ILI 00 I I r �- I-r- � oo II l i [IF I II ' 00 I 4- 00 00 I ca I I 4 A II I , I �. STAR FINANCIAL BANK 140 E. CARMEL DR. CARMEL, IN 46032 I I 11 z I 1 STORY BRICK & FRAME BUILDING I I I II I Q 0,00 1 14 BUILDING AREA: 5,770 S.F. I" (AS DETERMINED FROM EXTERIOR DIMENSIONS) .1 I -00 ;III I I i .III I' lil w I f -0 2 I II1< , II I00 i I II Cn OD c I i s i II; L i + I 1 71 1 I Ilii I 1 0 I I { , � k I Q Ii'_� i >� i 4II I a 10)BU (1)SR (1)SR NI III � ; ° (9)LS -00 1 (9)LS n I 11 � I I Ica i � III , I I I X11 IIII I L I T-�/— i 1 � (,n I / «, ' ( / El..... __ _._. ........ ............... 12 5(J -- --..._ --- --- ------- .------ _.------- _ 12"SD 1 ,cJ MV I I ; IIS 8"5A1 J 8"SAN — 8" AN 8„SAN .- - - - 8"SAPJ "- .._ ...__ .. a) �ANl IL 8"SAN - - - - - - 8"SAN - __ _.._ �__.......... - ._. ..�- - - 8"SAN ...._ - - - - - I ' I 0 - ---T IIII I -,-- II II 1 (9)PV 1 UE - UE E _._ - __ UTUE UIT J* -r - _—UE-- _ UT II iI I _ - _-- T I — -- --_ — —,jT - — --UT - -- Jln 1 HP _ _ _ I (7) I I 0 -- — — EXISTING SHRUBS - E UE __ L - - � _. _ TO REMAIN �� - ___. - u-= - - T - UT -` {� JI I IF r----- — _ LLJ - - - - - -- - - _ WTR i _ _ -_ 1 "'D - - - __'21 - _ - - TFt - , ___ - -r - I _ 2,.5� ~ _ I - - - - - - - --a - -- — J - - - - - _L - __ - TR _-_ - -- � - - - - 21 "SD -- - ---21 SD WTR _ - - WTR -.. - _ - WTR - _ _ — — --- ,- w1\\ --._-F wTR----?I°�t - wrR---...... ---�_� _�� SDS--- - - - SD ---- - — ---- D -._- SD -- _ "E_ _j - - �- - 2LS SID --- \7�-- ar _--_ �\ __ ���---UE------UE_---_ UEUE _ ��- J --UE- -- _. --_- - -4 -.. .. - -- ...UE ----_ ---- — ----- ___�-I-------� — ___.- EXISTINGI TREE TO REMAIN I I U EAST CARMEL DR. I I I U I U I DI AAITIMr. Sr-wi= 111 F No 19011 121; pscs' NORTH` 1 0 10 20 30 GRAPHIC SCALE IN FEET LANDSCAPE NOTES: Remove tr,kr k wrap if n cc. scary Remove: b__skefs,` twine and burlop. -- Before tree is in 6e hole, remove bottom of basket Cutting horizontally, After tree is -€k the hole, remove re t .t7 kaakei Vv'nEer tfx�r '.j?h!y`c� or twine r rKf kurlap 000 Backfill usrn,i xis! -ing soil, yVa er the P.=uglily to eliminate c.: packets. Add 1-2 incikes of Il'urd"Yooa vkul -1. Keep mulch 3 i;aches t z Prune only dead or broken biranckes or double leaders, Remove excess sail to locate and expose root flare. Root Farr, should be 1-2 inches above finish grode, per, t�3. and labels, Prune only dead or brolken b anche.s or double leaders. Remove excess sail to 1(ncate and expose rant flare. Root flare should be 1-2 inches auave finish grade. Finish grade. 1. LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES, PRIOR TO DIGGING, IS RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. 2. PRIOR TO INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL INSPECT THE SUB GRADE, GENERAL SITE CONDITIONS, VERIFY ELEVATIONS, UTILITY LOCATIONS, IRRIGATION, APPROVE TOPSOIL PROVIDED BY GENERAL CONTRACTOR AND OBSERVE THE SITE CONDITIONS UNDER WHICH THE WORK IS TO BE DONE. NOTIFY GENERAL CONTRACTOR OF ANY UNSATISFACTORY CONDITIONS. WORK SHALL NOT PROCEED UNTIL SUCH CONDITIONS HAVE BEEN CORRECTED AND ARE ACCEPTABLE TO THE LANDSCAPE CONTRACTOR AND/OR CONSTRUCTION MANAGER. 3. GENERAL AND LANDSCAPE CONTRACTOR ARE RESPONSIBLE FOR PROTECTING EXISTING TREES FROM DAMAGE DURING CONSTRUCTION. GENERAL CONTRACTOR TO INSTALL TREE PROTECTION FENCING PRIOR TO ANY SITE WORK. 4. ALL SHRUB AND GROUNDCOVER BEDS TO BE MULCHED WITH A MINIMUM OF 3 INCHES OF CLEAN SHREDDED HARDWOOD MULCH. 5. PLANTING HOLES TO BE DUG A MINIMUM OF TWICE THE WIDTH AND 6-12 INCHES DEEPER THAN THE SIZE OF THE ROOT BALL OF BOTH SHRUB AND TREE. AMEND BACKFILL WITH TOPSOIL MIX. BACKFILL AND TAMP BOTTOM OF HOLE PRIOR TO PLANTING SO TOP OF ROOT BALL DOES NOT SETTLE BELOW SURROUNDING GRADE. 6. TOPSOIL MIX TO BE 4 PARTS SCREENED TOPSOIL AND 1 PART ORGANIC MATERIAL (i.e. NATURE'S HELPER OR PRO MIX). 7. EXISTING GRASS IN PROPOSED PLANTING AREAS TO BE REMOVED AND AREA TO BE HAND RAKED TO REMOVE ALL ROCKS AND DEBRIS LARGER THAN 1 INCH IN DIAMETER PRIOR TO PLANTING SHRUBS. 8. SOIL TO BE TESTED TO DETERMINE FERTILIZER AND LIME REQUIREMENTS. LIME AND FERTILIZER TO BE DISTRIBUTED PRIOR TO SPREADING SEED. 9. ALL CHANGES TO DESIGN AND/OR PLANT SUBSTITUTIONS TO BE AUTHORIZED BY LANDSCAPE ARCHITECT. 10. ALL PARKING ISLANDS TO BE BERMED UP 6"-10" WITH CLEAN FRIABLE TOPSOIL PRIOR TO PLANTING. 11. ALL LANDSCAPING SHALL BE INSTALLED IN CONFORMANCE WITH ANSI Z60.1 THE AMERICAN STANDARD FOR NURSERY STOCK, AND THE ACCEPTED STANDARDS OF THE AMERICAN ASSOCIATION OF NURSERYMEN. 12. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS INSTALLED FOR ONE FULL YEAR FROM DATE OF ACCEPTANCE BY THE OWNER. ALL PLANTS SHALL BE ALIVE AND AT A VIGOROUS RATE OF GROWTH AT THE END OF THE GUARANTEE PERIOD. THE LANDSCAPE CONTRACTOR SHALL NOT BE RESPONSIBLE FOR ACTS OF GOD OR VANDALISM. 13. ANY PLANT THAT IS DETERMINED DEAD, IN AN UNHEALTHY OR UNSIGHTLY CONDITION, LOST ITS SHAPE DUE TO DEAD BRANCHES OR OTHER SYMPTOMS OF POOR, NON -VIGOROUS GROWTH SHALL BE REPLACED BY THE LANDSCAPE CONTRACTOR WITH THE COST OF THE REPLACEMENT INCLUDED IN THE BID OR PROPOSAL PRICE. 14. WATER THOROUGHLY TWICE IN THE FIRST 24 HOURS AND APPLY MULCH IMMEDIATELY. 15. LANDSCAPING MUST BE PLANTED ACCORDING TO THE DETAILS THIS SHEET - SEE PLANTING DETAILS. PERMANENT SEEDING: ALL FILL AND CUT SLOPES SHOULD BE SEEDED IMMEDIATELY AFTER CONSTRUCTION. SEED TO THE FOLLOWING GRASS MIXTURES: (1) 6# TURF TYPE TALL FESCUE (TRIPLE BLEND) 8# 12-12-12 FERTILIZER 1 1/2 BALES OF STRAW PER 1000 SQUARE TAIL ow SCIENTIFIC NAME COMMON NAME cm. SIZE REMMCS TREE SR 2 Syringo reticulata 'Ivory Silk' Ivory Silk Japanese Tree Lilac B&B 1.5" cal. 8'ht. 4'wd Full, well shaped EVERGREEN SHRUB BLI 10 Buxus 'Glencoe' Chicagolond Green Boxwood B&B 18"ht. x 18"wd. Full, vigorous TM 1 7 Taxus x media 'Everlow' I Everlow Yew B&B 18"ht. x 18"wd. Full, vigorous DECIDUOUS SHRUB HP 1 Hydrangea paniculata 'Limelight' Limelight Hydrangea on standard B&B 48"ht. x 24"wd. on 24" standard Full, vigorous, tree form ORNAMENTAL GRASS PV 1 g Panicum virgatum 'Hot Rod' Hot Rod Switchgross #2 cont. Full, vigorous PERENNIAL IS 5 Iris sibirica 'Caesar's Brother Caesars Brother Siberian Iris #1 cont. 0 v L LS 78 1 Liriope spicata Creeping Lilyturf quart 18" on center * QUANTITIES ARE PROVIDED FOR CONVENIENCE ONLY. CONTRACTOR IS RESPONSIBLE FOR ALL QUANTITIES OF PLANTS ON LANDSCAPE PLAN. snow wnaz 5 wwwn. Call before you dig. O co W W O Z V) J _I 6 O W W� z a- W LU � Z 0 J z W 3= a 00 Z 0 z < CIO z !C z N W > J a W � 14 a Z Q o CD > J Z z 00 u? C m ti Y W Q W W IL 0 0 0 v J _I 6 O W W� z a- W LU � Z 0 J z W 3= a 00 z < CIO z !C z N W > J a Q s_ � 14 a Z Q o CD > J Z z 00 u? C m ti r r � Vi r M 5 C Le) 0 N r M N M .i 7Q5 LiL J _I 6 O W W� z a- W LU � Z 0 J z W 3= a SHE M C300 z < CIO z co z W > J a Q s_ � � W a Z Q W V ZWL) J z d. Q a o C') LLJ Z O W U L c r Q SHE M C300 CIL Ln O N r; 0 N O N tl 3 0 U C%) O E�a N � I 0 O) m T M U -0 I 0 o n U 0 O � C LL t` J p O cr) 0) O 3 / 0 I n 0 rn 0 3 ry / Y U J / M p O 0 rn U O 3 Q) X I 6 - LJ O U o O iri `r X M H ry Q Z :2 in O O I o 0) O o r - N � 0 r` O O N 0) 1 o O N O U E Ca) �a)o zm41 > ._ U 0 :Nw J 0 C� __ _ _ _. __ _ _ _. _t _ _ _ .. _ _. _ _. _ .._ ._ - -_ ...._ _ _ _ _..... __ T T t T , T �o.0 0. o•6 0.0 0.0 0.0 0.0 10.0 0.0 0.0 0.0 0.,0 0. i 0.0 0.0 r I I�� 1 0- 0 10 ❑pa /j + + + + + +- �- + + + + + + I + + o.o o.d I; o. o.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. II 0.0 0.0 ! c + + + I + +�❑p + - -SQ) + + 1 0.1 + I + 0.0 0.0 0. 0.01 0.0 0;. 0-- 0:0.� 0.0 0.0 0. 0.0 10.0 U- +0.1 + + + + lI + + + I + + I + + + 0 ❑ O 0. 0 0. 0. 01 0. 0 0 �p�--0 : 8 -�. �9-- • 0 0. 1 0. 4 0.6 0.2 0. 0 0.0 0.0 III _ _--- -- -- _ + + + + I + + 0.0 0.1 0.11 0.2 0' -- 2•�--8 0.4 0.1 II 0.0 0.0 WM1 ++ + 1 + + +� + + + 0.0 0.11 0.81 0 6 0.6I 1 0.1 0.0 M1ELI] _ - ; I ! SII +I WM' 2 2.3 I 0.2 0.0 0.0 0.21 2.7 4 I 1 WM1 I I II + + + I II + 1 + + 0 0.2 0.7 0.7� I 0.1 0.0 0.7 AR FINANCIAL BANK 11 140 E. CARMEL DR. 1 1 CARMEL, IN 46032 1 1 + + + I 1 BRICK & FRAME BUILDING I + II + 0.0 0.0 0.2 1 .81 1 1.6 lI 0.2 BUILDING AREA: 5,770 S.F. d WM1 (AS DETERMINED FROM EXTERIOR DIMENSIONS) 1I 1 t !IWMI I 1 I 0.21 1.5I I 1.7 �I0.2 0.1 0.1 1 ! I II 1 II ! 1 '1 lI + I + + + 0.7 II 0 • 2 0.1 0.1 0. 2 0.7 .6 ! 1 I 1 'I WM1 ;I 1 + + 6 3.0� 1 0.3 0.1 0.1 0.31 2.41 1 W �I I 1 ; ------------- 1 1 0. 1 0. 0.8 4 3 0.9 0. 0. 0.2 0.81 1.0 0.6 0.7 d d 1� 1 a + 1 + I + <+ + d d + + + + I I + + + 0.2 0.6 11 I I I • 9 4❑- ❑- - ,� 7 . 4 .2 1. 1 1 0 .3 0.1 0.0 ISI ++ 7 1 .4 + .5 .7 2.2 .8 2.7 2 1 + .8 + .7 1.7 1 110.3 0.0 0.0 0.1 1 0. lI _ _ _ - +� + + + + 1+ + + 0. 0 0. 8 fi 2. 0 2. 0 . 1 2. 8 3. 2.7 2.2 2.4 2.5 it 110.2 0.0 0.0 1 I I 11 1 + + I + + + + + + + + + + II II+ + + 0.0 0.7 1 3.0 3.0 2.5 2.9 3.0 3.0 2.8 2.7 4.0 4.6 11 iI0.5 0.0 0.0 + I - \ - - - � + + + + + + + + I 1 + + 0.0 �.9 I .1 4.8 3.1 3.1 2.9 2.9 3. 5. 6. 10.4 0.0 0.0 I� + 1 +1 + + + + + + + II 1+ + + 0.0 IO .-4- 71.2 • 7 5.0 4.3 3.2 3.2 4 .2 5.4 7. 8. 1 I1 . 3 0.0 0.0 1 I I I I PL1 I'I + I + + + + _ _- +_ _--� + + + 1 0.0 1 0.2 .4 .7 _ _ 7 -4- 9- 3-.� _ ❑ _ - -5 .-l- `7 . 1- 8 . 0 0.0 --J 1PL2IF------ i + + + + + + + + _-+-- - + + 1 + + + 9__2.4__�J.9__1.3 _�-_9--9•�--� ( 0.1 0.1 0.1 1_00--�.-0-- 0.0 L---- 0.0-1- 0.1 --- --- - - - - �--_--------------= -7 / + + + + + \ + --+- - + - - + + 0 .0 0.0 0.0 0.0/ - 0.0 - - 0.0 _ 0 . 0 _ _ 0-o -0 - _ --�--6 -- :n J0-- - 6 . 0-1 0.0 0.0 0.0 I 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 FAST CARMEL DR. 1 LIGHTING FIXTURE SCHEDULE PLAN TYPE MANUFACTURER MOUNTING LAMPS APPLIED VOLTAGE DISCIRIPTION/REMARKS NO. WATTS TYPE/LU i an k##. to east r.:f 3 ,zsrm;"'Va maata> fPTx liShort introduction +*„ - The modern styling of the D -Series is striking yet unobtrusive PRMTRD3 LED ARCHITECTURAL AREA LUMINAIRE WITH CUTOFF TYPE III SHORT SOK SOW LITHONIA D -SERIES Typell Medium TSM typOMedium The D -Series distills the benefits of the latest in LED .. ` PL1 #DSX2-LED-80C-700-40K-LCCO-MVOLT-SPA LITHONIA POLE SIDE ARM 1 ® 90+ 1 188 LED/ 16,313 120 OPTICS. POLE AND FIXTURE FINISHES TO BE DETERMINED. 1200 1". rrrA,^! #SSS-25-4G-DM19AS 13M energy savings of up to 80% and expected service life of BU Bazicfyh rant oi's over 100,000 hours. • fEXANI U. D62 LED 86 1000 4OK T4M MVOLT SPA DDBXD ,four eng?nes! (1.2A) LITHONIA D -SERIES T4M Type lit Medium BdYO Lchrurrcrtd'a 31171 RPUMBA Round eunkersaimountngadap' LED ARCHITECTURAL AREA LUMINAIRE WITH CUTOFF TYPE IV SHORT PL2 #DSX2- LED -80C-700-40K-RCCO-MVOLT-SPA LITHONIA POLE SIDE ARM 1 @ 90+ 1 188 LED/ 16,313 120 OPTICS, POLE AND FIXTURE FINISHES TO BE DETERMINED. f3 a RaAM nod taywrad n m st bs d and c pry rase #SSS-25-4G-DM19AS Far ma+ewmd apeianx vtatO'rLandiRDA.Af aninw. I Med;om 3S Far,.. rt-cnly. KMA8DDBXDU Mar anmournIn.gbLadetadaptor to tx"apaan €org3dty dROv aq ,ODumA iS Specni. RaAW f rtunaro D FCv cli-r-9 aapaLd,ttyy PER WM1 LUMINAIRE LIGHTING AEL-SERIES #AEL 36-15W-4000K-120-277-DP-TX/SD WALL MOUNT 1 15 LED/1,213 120 LED ARCHITECTURAL WALL MOUNTED LUMINAIRE WITH CUTOFF OPTICS. FIXTURE FINISHES TO BE DETERMINED. Specifications EPA: 1.1 ft Length: 40" Width: 15" %3H.5 ctn! Height; 7.1!41 jYB.$ crrir Weight 36 lbs (rsl84: ftd,3ko Mr D -Series Size 2 S30 530MA Cala­ s°P LED Area Luminaire Type IShwt nfs iigtiliiig WW'" F Shipped Included I BL30 t i an k##. to east r.:f 3 ,zsrm;"'Va maata> fPTx liShort introduction +*„ - The modern styling of the D -Series is striking yet unobtrusive PRMTRD3 making a bold, progressive statement even as it blends SOK SOW seamlessly with its environment. Typell Medium TSM typOMedium The D -Series distills the benefits of the latest in LED .. ` technology into a high performance, high efficacy, long- .,.,, .`...i T35 life luminaire. The outstanding photometric performance L,,. 240' results in sites with excellent uniformity, greater pole spacing c 1200 1". rrrA,^! and lower power density, The Size 2 is ideal for replacing 400.10OGW metal halide in area lighting applications with 13M energy savings of up to 80% and expected service life of BU Bazicfyh rant oi's over 100,000 hours. • fEXANI U. D62 LED 86 1000 4OK T4M MVOLT SPA DDBXD ShggediabNed S30 530MA UK 3OWK TIS Type IShwt TSPS TWVVeryShwt W,Tt Shipped Included I BL30 Bi evelsw tchedduluning 3pgywv i T2S fPTx liShort T5S TypeVSlton 120` SPA �q. " PRMTRD3 10Qo 100DmA' SOK SOW T2M Typell Medium TSM typOMedium 208' RFA Rtwdpole moutthlig ` (1All AMBPC Amber T35 TyT+e,RIsShDft T5W Type VyVide 240' YVBA N"aNbracket 1000 10D LtDs 1200 1". rrrA,^! phusph"I 13M Typelg Meda m BU Bazicfyh rant oi's 277' SPUMBA Square pale wmrsalmw ri ng adapo ,four eng?nes! (1.2A) camPreed" T4M Type lit Medium BdYO Lchrurrcrtd'a 31171 RPUMBA Round eunkersaimountngadap' Rotatedopticst uaa .h23a r tan t nciudasi. '., a a aasaey aaa Accasas niwrnatia . TFTM forward Throw 4KC0' Rip [tc0rWrculoff,'w 480' Shipped separately 90C 90LED5 f3 a RaAM nod taywrad n m st bs d and c pry rase ss a sopa at .r tem from dcurcy Brands Con:rots. Far ma+ewmd apeianx vtatO'rLandiRDA.Af aninw. I Med;om 3S Far,.. rt-cnly. KMA8DDBXDU Mar anmournIn.gbLadetadaptor to tx"apaan €org3dty dROv aq ,ODumA iS Specni. RaAW f rtunaro D FCv cli-r-9 aapaLd,ttyy PER Z O I a eoabsat "ltF. ;pea sn a<i. Aadh ar'A n xiwrara ane sr:rrwara ecqq and irn ROAMa � 1(-;2Q (fy fini§hi ShggediabNed P14HI C3V 8�k*rtrot+anse w1Y-.VffatuMirg PER NEMA twist lock wepw* only (no cenW '' ; height, yht, arrdtd t sensor erubkdat lice' PEAS F. vee rewildtOnfy(nocontrols) ,L', I BL30 Bi evelsw tchedduluning 3pgywv PERT Severiwire weptade ordy (no Controls) tL1' B150 Bi -lir -rd switdied dimming, 509611" DMG O 10V dimming driver (w controls) a PRMTRD3 Paz 6 thin tlli dawn DCA 3lnmatdeand corenliabieVia ROAM* (no can0ols)'' PWTSD3 Part nigKdim 5his " DS Duaiswgchhul PW603 Part nigKdim 6his ta PIRA &I , prowl/arnMetrt Senior,15.30'marnung rel PNMrJD3 Part ldght dim 7 his ,PE", 20 C�drh"s sYardaro xxVai cttiy Nat ara,iabls >amN 3aTv, flBiN; Wort, ambientsensorenable atSit" FAO Held Adjustable Output" nCR PW,PER 8,3Oo BL5O Nnt "ablawith PlRH^hC3J. v MH5100(fi Hoasr-sbasiaatdfm lWtn}omN= aamamlrowd pdaaarmsY 'p I .a61a 10 fxaang dosed tale antsyy Avadabls aaa seprste ca»bmation arxasttay; kx eetnata aso n,r i UMRd tan,shr tt 4 5 G vatrat Inad rating Par Shipped installed HS House-sidesiJHd° SF Single (use 020, 277, 347VY DF Doubi-fiuw (M0 240,42 V r L90 ueftMOX Dptks� R90 Right rotated opric " 85 Slydspikes DDBXD Dark bronze DBI.XD Black DRAW Naturala.anrreml DrNHXD While ONTO Temeddark litot DBLOW Tortured black DNATXD Texturednaturalalurnatun DWHGXD Witeedwhte Controls&$I►ields ° NotEs for gee, 76 Prrrridas SWei, banxtMRa aperaHon Nor es Md a�a,ndar;d0w on two N/luvdth HDC 530, COC. S3C, PER, PERS PER7, DCK . ( ': f Rotated amts op;s�tt D.9D a R%)i ntW*W T NatawaaNn ?n AMHPC, aq»raw efrcuSs. HL39. Bt,��PNMi uptiona DLL717P iSHl FhatsRh-SA.hMst-kcktf7J-22"tV}a i 3 Not as UN. w3h BX, LCCOa RCCO isR rm mhatwmm'smtzhed n 0047Ff.ScRIU Ph.WR-SSLtwi5t-iai;04M 4 dhttRnrtioru. ,- . PI 4FC3v t.` con •sae is PtR and Ra tto{ i OltiaD6 Y.5CUt YU { PMx sal;-S4Ltwttt-brk{tlE%W}'s I 5 0rtlyawiia6o wrh i3CArvtw?iA"mrA. twdutoso �nm >rrpg douse a•domdrd.uh [ :a#bi ..W, ' A, d Nat ara0" PE DOR. wrtfr PINS a PERT Ambient sensor drwblaa when ardarod "+th War six u s DWHS SKU Saaiiirtp ca i P` Hasseto, staaid for 9nouRft "Au,, its, P Not avatlaWs with fly. H xXJCR.Y'd"rea apararos nn sty i.rw witsgs from 720-4:7Vt rdO Nzl. Cosa k"a DCR.'.Sepw.t+ant T ery to OMmtng dAar atar,lma help>'anh; Nei rvailabla with 3RN, da6v, o N t aail.thiu wrL, PlRH7PFC3Y. FicR, i' Phft-PNf,�r ­4N - D5X1NS5d#D Hs:sse->de5tdeddfit9DLiBuniA" iFl raquaaaS 2d7Y ar 7U.OaaMn {I7Fj rayu rw �1 2$Ov o. dHDv ,PE", 20 C�drh"s sYardaro xxVai cttiy Nat ara,iabls >amN 3aTv, flBiN; 9 Nat n'ith e: &SC ar PWher pti>ns, nCR PW,PER 8,3Oo BL5O Nnt "ablawith PlRH^hC3J. v MH5100(fi Hoasr-sbasiaatdfm lWtn}omN= aamamlrowd pdaaarmsY 'p I .a61a 10 fxaang dosed tale antsyy Avadabls aaa seprste ca»bmation arxasttay; kx eetnata aso n,r i UMRd tan,shr tt 4 5 G vatrat Inad rating Par Sapsaesa orrae rogaired 21 rk re•r . at r:dxa. Nat aua: ab ih KIM, PER7, OMG, DCA. Oi. PWILA DDHxDD` ¢ mwmmc Madatis{xa'afgfiMsh?1 ANCI Cr Gat HLaO Ht.9Oc PNMT uptlw,v, PiRN or PiRdfFC3v Yflastarm pa acing Nxxat Aapim I f i Must ba crcFe d a ,vparar. sccesso sea Atcassafea:niamwtinn. For 22 N. ar, lab e th sic LCO and RCCG d st bua Aiso 041sulo as a v XMAS Diktu)U ,spaciiy PxdSh;' I uaa .h23a r tan t nciudasi. '., a a aasaey aaa Accasas niwrnatia . ,2 pha ocalf a as r peed p +c u F m Acuity Brands 23 C, EOs'Cv� oMa r iy 24 itk PER spear. 0,,domd and Shipp d f3 a RaAM nod taywrad n m st bs d and c pry rase ss a sopa at .r tem from dcurcy Brands Con:rots. Far ma+ewmd apeianx vtatO'rLandiRDA.Af aninw. I �td"i t�mAcurcy& x:s rtmu,h� daWe th DCR Nod"wlth 3S Far,.. rt-cnly. 1 to tx"apaan €org3dty dROv aq ,ODumA iS Specni. RaAW f rtunaro D FCv cli-r-9 aapaLd,ttyy PER Z O N a eoabsat "ltF. ;pea sn a<i. Aadh ar'A n xiwrara ane sr:rrwara ecqq and irn ROAMa � 1(-;2Q . arpa+ynant3 mu ba P zhasad saparatey Ca , 7.H(Kl.dd2-G7d5 a ems=!: UJ Y sn . •s- NfA aatlt DS, PtHH, PENS. PERT, BL:i6, BL50 a W IL Q o W OC 0 o v PNWr opikm Nods tt u-t-'tisxyai die-ing. ARCHITECTURAL E RE Vandal Resistant AEL FuUCui-Uzi i -�i, BY � -1 M, 4000K - 120 - 277 - DP, j1 4 ` 'Description The Architectural Egress Luminaire combines a unique, patented design shaped with high performance, full cut-off optics to achieve completely unobtrusive illumination of a space or a path of egress. When mounted over a doorway, the fixture is perceived as an element of the building structure and, additionally, provides water protection in the form of a drip cap over the doorway. Multiple lengths are available to match a given door opening and our unique quick mount system facilitates installation and maintenance. Housing Marine grade heat treated extruded aluminum. Chemically primed and finished with roboticaliy applied polyester powder coat. Wall Mount Marine grade heat treated extruded aluminum. Chemically primed and finished with roboticaily applied polyester powder coat. Designed to provide quick mounting to housing and secured with (2) captive stainless steel TORX& head screws. Lens Frame Marine grade heat treated extruded aluminum, clear anodized, Secured to fixture via integral concealed hinge and (3) captive stainless steel TORX@ heaO rews Lens UV stabilized diffused extruded polycarbonate. End Caps Die-cast marine grade aluminum continuously welded to housing. All welds ground smooth. -- Reflector Electrostatically brightened anodized aluminum PVD coated and absolutely color -free of iridescence. Shaped to provide full cutoff, LED point dispersion and maximum efficiency Drivers Constant current drivers at 350mA.. High output version utilizes 700mA LED Samsung LM561 B Series @ 3000K, 3500K, 4000K and 82 CRI wired in parallel -series Lrc projected life of 130,000 hours at 50°C. Tested in accordance with LM -80. Ten year warranty on LED boards against operational defects. Gaskets Closed cell self-adhesive neoprene to provide watertight soal between fixture and wall and �fa 1 between fixture and lens frame.x " UL Listing U.L., C.UL., Wet standard. � � teW Lifetime Luminaire LED Incorporated will repair or replace any fixture dammed due to , Warranty vandalism for the lifetime of the installation. .,r DIMENSIONAL DATA One LithaniaWaJ +Conyers, Georgia 30012 . Phon• 800.274.BD$1 + >:^ss .:tz 3nap.,,ar. D112 LEP % u ` i+ Led 5 Sutton PIBC@ R•v.1v2917o /> j., f�f d 2011.2046 Acuity Brands lighting, Ina All rights resew"d. Fagg t of A P.0, Box 2162 P. 732.549.0056 www.luminaireled.net Edison, NJ 08818 F, 732.549.9737 PROVIDE FUSE(S) IN CIRCUIT TO BALLAST. FUSES SHALL BE SUSSMAN "LIMITRON" TYPE KTK. FUSE HOLDERS SHALL BE WATERPROOF, SUSSMAN "IRON" TYPE HES. SIZE OF FUSE(S) SHALL. BE AS REQUIRED BY LUMINAIRE MANUFACTURER. CONNECT GROUND WIRE TO POLE BASE GROUND STUD -� BASE COVER BUSH CONDUITS 1" CHAMFER - FINISH PARKING AREA GRADE SPARE CONDUIT; SEE PLANS FOR SIZE OF CONDUIT(S) --�` 3/4" RNMC FOR GROUND WIRE-----, #8 BARE GROUND WIRE' --- 5/8"x 8' -O* W WELD GROUND RO PLANS POLE TO BE TYPE SSS BY ILITHONiA LIGHTING PAINTED DARK BRONZE. #12 THHN HAND HOLE (41x6" NOMINAL) PROJECT ANCHOR BOLTS 3" ABOVE 0j TOP OF BASE. PROVIDE DOUBLE in NUTS FOR LEVELING UNIT (ONE ABOVE a AND BELOW BASE FLANGE). GROUT VOIDS BETWEEN BASE FLANGE AND J co TOP OF CONCRETE TO A HAND FINISH. ,- BOLTS FURNISHED BY POLE GRADEMANUFACTURER 4 X11Y l "'^, 4,,e -REINFORCED CONCRETE BASE io 4 N Z D Q W is ]4] 4 EE PLANS FOR SIZE OF CONDUIT(S) AND a TYPE OF WIRING g -#5 VERTICALS 3 TIE RODS AT 10" ON CENTER 24" DIAMETER SONOTUSE RAISED CONCRETE LIGHTING BASE DETAIL T PEELunrin am L.FtD irwrraomwo rmxkm3 am manufectua�i in the USA with components purchased from USA rutspiers, and moot the Buy American requsvments unmet Me ARRA. Content of spoorficavon sneets is subject to cnar>gc; jAos .e consult uctr waboito for current product irdoorm4on. Rev: 4115 NORTH 0 10 20 30 O GRAPHIC SCALE IN FEET Call before you dig. tus J '� . � No 1906 AG7 ox E Di` 'r ti J co 0'^ 'co VJ '> W w Q 0 O Z Z O N � 1(-;2Q Q UJ Y W IL Q o W OC 0 o v CO 04 V Q Z 00 Ui V N r - U) N +4)+ Q Q ~ T t0 � ti ) 5 N � r rM LL 1 a a a O W� Z aW Z 00 JZ Lu O; Ot rc a Z Q J a 0 � Z H Q C0 W mZ Q > O aa.J oZ Q� VJ�Z LU O ZW Q w CL= Za U) W W a ots -O UL 1 W W Z F- -%2 %2 AM A � eft>_ � w J UJI at r SHEET N0. C400