The URL can be used to link to this page

Home My WebLink About09040009-10 Glick Indoor Self Storage Large Plan Pg 1SHEET N0. DESCRIPTION C001 TITLE SHEET C100 SITE PREPERATION DEMOLITION PLAN C200 5' TORMWATER POLLUTION PREVENTION PLAN PHASE 1 C201 STORMWATER POLLUTION PREVENTION PLAN PHASE 2 C202 -203 STORMWATER POLLUTION PREVENTION DETAILS C204-205 STORMWATER POLLUTION PREVENTION SPECS. C300 SITE PLAN C301 SITE GRADING PLAN C302 FLOODWAY MITIGATION PLAN C401 CARMEL CURB 8c PAVING POLICY C402 MAINTENANCE OF TRAFFIC C501 FORCEMAIN SEWER SPECIFICATIONS C600 STORM SEWER PLAN F LOFILE SHEETS C601-602 STORM SEWER DETAILS C700 WATER MAIN PLAN C701 WATER MAIN DETAILS/ SPECIFICATIONS C800 CONSTRUCTION DETAI: SHEET C900 EMERGENCY CIRCULATION PLAN i r t, k 3 I- 0 0 0 O 0 0) Q) d' 0 0) 0 0 0 (N rn o� o o j C r -J T F- m z F-0 7 o 10 GENE AT, NOTES 1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 2) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION 3) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY AND COORDINATE CONSTRUCTION WITH ALL RESPECTIVE UTILITIES. 5) OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. 6) IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 7) IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT. 4) ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. 8) TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 9) THE ENGINEER AND /OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT AS SEI FORTH IN THESE PLANS. 10) ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND CONNECTED TO NEW STORM SEWERS AND POSITIVE DRAINAGE PRESERVED. 1 1) IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER THAT ALL LANDSCAPE REQUIREMENTS ARE MET AND CONFORM TO APPLICABLE LOCAL STANDARDS. 12) THE SITE DOES LIE IN A SPECIAL FLOOD HAZARD AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM, WHEN PLOTTED BY SCALE ON FLOOD INSURANCE RATE MAP #18097CO207F E, DATED FEBRUARY 19, 2003. '13) BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS PLAT FOR EXACT INFORMATION. 14) THIS SITE DOES CONTAIN WETLANDS AS SHOWN ON THE U.S. DEPARTMENT OF THE INTERIOR FISH AND WILDLIFE SERVICE; CARMEL, INDIANA, NATIONAL WETLANDS INVENTORY MAP DATED 1990. 15) ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT OF WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PER 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 CITY RIGHT OF WAY. 16.) IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN ONE FOOT OF THE PROPOSED RIGHT -OF -WAY. S11 \C ZO \1\ C 83 (TOTAL AC -AG 4.709 AC. D S G\ SP =D: 15 VP PE/VJ'ING AUTH CITY OF CARMEL ONE CIVIC SQUARE CARMEL, I N 46032 ASSISTANT PLANNER: ANGIE CONN 317- 571 -2417 DEPT. OF ENGINEERING: MIKE MCBRIDE 317- 571 -2441 ASSIST. BUILDING COMMISSIONER: BILL HOHLT 317- 571 -2444 CITY OF CARMEL FIRE DEPARTMENT TWO CIVIC SQUARE CARMEL, INDIANA 46032 CHRIS ELLISON 317- 571 -2600 10 ITIES RANGE LINE ROAD SELF STORA GE PROJECT 969 N. RANGELINE ROAD CARMEL, INDIANA 46032 HAMILTON COUNTY HEALTH DEAPARTM ENT HAMILTON COUNTY JUDICIAL CENTER, SUITE 30 NOBLESVILLE, INDIANA 46060 -2229 JASON LEMASTER 317 776 -8500 CARMEL CITY UTILITIES 760 3RD AVENUE S.W. CARMEL, INDIANA 46032 JOHN DUFFY 317 -571 -2443 HAMILTON COUNTY SURVEYOR'S OFFICE ONE HAMILTON SQUARE, SUITE 188 HAMILTON COUNTY JUDICIAL CENTER NOBLESVILLE, INDIANA 46060 GREG HOYES 317- 776 -8495 BRIGHTHOUSE NETWORKS 3030 ROOSEVELT AVE INDIANAPOLIS, IN 46218 JASON KIRKMAN 317 632 -9077 EXT. 291 9 DUKE ENERGY 16475 SOUTHPORK DRIVE WESTFIELD, INDIANA 46074 SHIRELY HUNTER 317-896-6711 VECTREN ENERGY P.O. BOX 1700 NOBLESVILLE, INDIANA 46061 -1700 CHUCK SHUPPERD 317 -776 -5535 8 PERMANENT BENCHMARK U.S.G.S. No. 201 of Line 116 as of 1935 0.8 miles North along the Chicago, Indianapolis, Louisville Railway (Monon Railroad) from the station at Carmel, 31 yards south of milepost B 167; 87 yards south of U.S. Highway 31 bridge over the tracks, 7 yards east of the east rail, and 1 yard west of the fence line. A state survey standard disk, stamped "201" and set in the top of a concrete post level with the ground. ELEVA TION 829.53 (NGVD 1 929) TEMPORARY BENCHMARK TEMPORARY BENCHMARK Cut 'x' on the south /southwest bonnet hex nut of the fire hydrant located 30 feet north of the north line of the Ritter's Ice Cream and 25 feet west of the cen terline of Range Line Road. (Set in Job WOO -811) ELEVATION 811.14 TEMPORARY BENCHMARK AT SITE The top of a railroad spike in the power pole west of the westbound lane of Cool Creek Boulevard north of the surveyed tract. ELEVATION 820.69 7 P T, A NS P1 EPA R E I BY WEIHE ENGINEERS, INC. 10505 N. COLLEGE AVE. INDIANAPOLIS, IN 46280 TELEPHONE: (31'7) 846-6611 FAX: (317) 843-0546 PROJECT MANAGER: EDWARD E. FLEMING Flemirr,ge @weihe. net SURVEYOR: BRADY h'UHN Kuhrr,b @we ihe. net 6 PROJECT LOCATION 5 P T, A NS PR 'PA R 'D FOR 4 i GLICK SELF STORAGE, LLC 8425 WOODFIELD CROSSING BOULEVARD, SUITE 300W. INDIANAPOLIS, IN 46240 TELEPHONE: (317) 469 589 7 CONTACT PERSON: BRUCE SKLARE TAC SU 3 1 ITTAL SHE 2 J r INSEX 1 HOLEY MOLE)/ SAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1 -800- 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC 8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. DATED 6/4/200 9 cia c U) w r 4 4 SHEET NO. LL w w PROJECT NO. 00 O [V 0 00 0011111I rurrrr�� S SHIES O :'E t'R2 r rrrrrn 111111\ O 00 M w JAMES E. SHIELDS JR. P.E. 10201333 W09 -0041 V E—� I GLICK SELF STORAGE, LLC. Part of the SW/4 Sec. 19-T18N-R4E, Hamilton County, Indiana PREPARED FOR REVISIONS AND DESIGNED BY: 21 EM ST 20. ST LI Ge it- 4 F ad' l■ 4 'wa- Lv m 0 III 0 0 mai Mt C R110 5f ri. 'mg, 4 IPPI 0 4, K< `Q OR g0O C 0 1 a 0 Lu Q 1 sift m o v 5 BLVO Q C 00L 2 �0 E NN\"\- 0 00\- i r t, k �d 'Illr K a r a r Aa.mw 7— 7 4 1 si t N I 11 "%MK :T IL 3 R s a .0. im .,041%!... wp.......... mem:. 111 l 111 1ITITfI IIII ner_um W 11 1111 r SMOKEY ROW cm I Bill ROAD 11111110, IIII II I1IIIITIT F 36T1 ST wit am 1 c N 1 PROJECT LO ATION V INCIIVI T Y MAP .7-- AREA MAP 3 I- 0 0 0 O 0 0) Q) d' 0 0) 0 0 0 (N rn o� o o j C r -J T F- m z F-0 7 o 10 GENE AT, NOTES 1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 2) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION 3) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY AND COORDINATE CONSTRUCTION WITH ALL RESPECTIVE UTILITIES. 5) OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. 6) IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 7) IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT. 4) ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. 8) TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 9) THE ENGINEER AND /OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT AS SEI FORTH IN THESE PLANS. 10) ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND CONNECTED TO NEW STORM SEWERS AND POSITIVE DRAINAGE PRESERVED. 1 1) IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER THAT ALL LANDSCAPE REQUIREMENTS ARE MET AND CONFORM TO APPLICABLE LOCAL STANDARDS. 12) THE SITE DOES LIE IN A SPECIAL FLOOD HAZARD AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM, WHEN PLOTTED BY SCALE ON FLOOD INSURANCE RATE MAP #18097CO207F E, DATED FEBRUARY 19, 2003. '13) BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS PLAT FOR EXACT INFORMATION. 14) THIS SITE DOES CONTAIN WETLANDS AS SHOWN ON THE U.S. DEPARTMENT OF THE INTERIOR FISH AND WILDLIFE SERVICE; CARMEL, INDIANA, NATIONAL WETLANDS INVENTORY MAP DATED 1990. 15) ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT OF WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PER 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 CITY RIGHT OF WAY. 16.) IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN ONE FOOT OF THE PROPOSED RIGHT -OF -WAY. S11 \C ZO \1\ C 83 (TOTAL AC -AG 4.709 AC. D S G\ SP =D: 15 VP PE/VJ'ING AUTH CITY OF CARMEL ONE CIVIC SQUARE CARMEL, I N 46032 ASSISTANT PLANNER: ANGIE CONN 317- 571 -2417 DEPT. OF ENGINEERING: MIKE MCBRIDE 317- 571 -2441 ASSIST. BUILDING COMMISSIONER: BILL HOHLT 317- 571 -2444 CITY OF CARMEL FIRE DEPARTMENT TWO CIVIC SQUARE CARMEL, INDIANA 46032 CHRIS ELLISON 317- 571 -2600 10 ITIES RANGE LINE ROAD SELF STORA GE PROJECT 969 N. RANGELINE ROAD CARMEL, INDIANA 46032 HAMILTON COUNTY HEALTH DEAPARTM ENT HAMILTON COUNTY JUDICIAL CENTER, SUITE 30 NOBLESVILLE, INDIANA 46060 -2229 JASON LEMASTER 317 776 -8500 CARMEL CITY UTILITIES 760 3RD AVENUE S.W. CARMEL, INDIANA 46032 JOHN DUFFY 317 -571 -2443 HAMILTON COUNTY SURVEYOR'S OFFICE ONE HAMILTON SQUARE, SUITE 188 HAMILTON COUNTY JUDICIAL CENTER NOBLESVILLE, INDIANA 46060 GREG HOYES 317- 776 -8495 BRIGHTHOUSE NETWORKS 3030 ROOSEVELT AVE INDIANAPOLIS, IN 46218 JASON KIRKMAN 317 632 -9077 EXT. 291 9 DUKE ENERGY 16475 SOUTHPORK DRIVE WESTFIELD, INDIANA 46074 SHIRELY HUNTER 317-896-6711 VECTREN ENERGY P.O. BOX 1700 NOBLESVILLE, INDIANA 46061 -1700 CHUCK SHUPPERD 317 -776 -5535 8 PERMANENT BENCHMARK U.S.G.S. No. 201 of Line 116 as of 1935 0.8 miles North along the Chicago, Indianapolis, Louisville Railway (Monon Railroad) from the station at Carmel, 31 yards south of milepost B 167; 87 yards south of U.S. Highway 31 bridge over the tracks, 7 yards east of the east rail, and 1 yard west of the fence line. A state survey standard disk, stamped "201" and set in the top of a concrete post level with the ground. ELEVA TION 829.53 (NGVD 1 929) TEMPORARY BENCHMARK TEMPORARY BENCHMARK Cut 'x' on the south /southwest bonnet hex nut of the fire hydrant located 30 feet north of the north line of the Ritter's Ice Cream and 25 feet west of the cen terline of Range Line Road. (Set in Job WOO -811) ELEVATION 811.14 TEMPORARY BENCHMARK AT SITE The top of a railroad spike in the power pole west of the westbound lane of Cool Creek Boulevard north of the surveyed tract. ELEVATION 820.69 7 P T, A NS P1 EPA R E I BY WEIHE ENGINEERS, INC. 10505 N. COLLEGE AVE. INDIANAPOLIS, IN 46280 TELEPHONE: (31'7) 846-6611 FAX: (317) 843-0546 PROJECT MANAGER: EDWARD E. FLEMING Flemirr,ge @weihe. net SURVEYOR: BRADY h'UHN Kuhrr,b @we ihe. net 6 PROJECT LOCATION 5 P T, A NS PR 'PA R 'D FOR 4 i GLICK SELF STORAGE, LLC 8425 WOODFIELD CROSSING BOULEVARD, SUITE 300W. INDIANAPOLIS, IN 46240 TELEPHONE: (317) 469 589 7 CONTACT PERSON: BRUCE SKLARE TAC SU 3 1 ITTAL SHE 2 J r INSEX 1 HOLEY MOLE)/ SAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1 -800- 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC 8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. DATED 6/4/200 9 cia c U) w r 4 4 SHEET NO. LL w w PROJECT NO. 00 O [V 0 00 0011111I rurrrr�� S SHIES O :'E t'R2 r rrrrrn 111111\ O 00 M w JAMES E. SHIELDS JR. P.E. 10201333 W09 -0041 V E—� I GLICK SELF STORAGE, LLC. Part of the SW/4 Sec. 19-T18N-R4E, Hamilton County, Indiana PREPARED FOR REVISIONS AND DESIGNED BY: 21 EM ST 20. ST LI Ge it- 4 F ad' -IFS 'wa- Lv m 0 rY m o iiiiIuP 0 mai S z Q� 41 IMF R110 5f FnB MA IPPI 910 65 nsr Ina, a 1 sift I. X11 Viiml .A i r t, k �d 'Illr K a r a r Aa.mw 7— 1r m i--1 si t N I 11 "%MK :T t .Mli ai IL 3 R s a .0. im .,041%!... wp.......... mem:. ner_um 1111 itraiptint cm I Bill 11111110, 1� wit am 1 c N 1 PROJECT LO ATION V INCIIVI T Y MAP 3 I- 0 0 0 O 0 0) Q) d' 0 0) 0 0 0 (N rn o� o o j C r -J T F- m z F-0 7 o 10 GENE AT, NOTES 1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 2) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION 3) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY AND COORDINATE CONSTRUCTION WITH ALL RESPECTIVE UTILITIES. 5) OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. 6) IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 7) IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT. 4) ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. 8) TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 9) THE ENGINEER AND /OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT AS SEI FORTH IN THESE PLANS. 10) ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND CONNECTED TO NEW STORM SEWERS AND POSITIVE DRAINAGE PRESERVED. 1 1) IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER THAT ALL LANDSCAPE REQUIREMENTS ARE MET AND CONFORM TO APPLICABLE LOCAL STANDARDS. 12) THE SITE DOES LIE IN A SPECIAL FLOOD HAZARD AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM, WHEN PLOTTED BY SCALE ON FLOOD INSURANCE RATE MAP #18097CO207F E, DATED FEBRUARY 19, 2003. '13) BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS PLAT FOR EXACT INFORMATION. 14) THIS SITE DOES CONTAIN WETLANDS AS SHOWN ON THE U.S. DEPARTMENT OF THE INTERIOR FISH AND WILDLIFE SERVICE; CARMEL, INDIANA, NATIONAL WETLANDS INVENTORY MAP DATED 1990. 15) ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT OF WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PER 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 CITY RIGHT OF WAY. 16.) IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN ONE FOOT OF THE PROPOSED RIGHT -OF -WAY. S11 \C ZO \1\ C 83 (TOTAL AC -AG 4.709 AC. D S G\ SP =D: 15 VP PE/VJ'ING AUTH CITY OF CARMEL ONE CIVIC SQUARE CARMEL, I N 46032 ASSISTANT PLANNER: ANGIE CONN 317- 571 -2417 DEPT. OF ENGINEERING: MIKE MCBRIDE 317- 571 -2441 ASSIST. BUILDING COMMISSIONER: BILL HOHLT 317- 571 -2444 CITY OF CARMEL FIRE DEPARTMENT TWO CIVIC SQUARE CARMEL, INDIANA 46032 CHRIS ELLISON 317- 571 -2600 10 ITIES RANGE LINE ROAD SELF STORA GE PROJECT 969 N. RANGELINE ROAD CARMEL, INDIANA 46032 HAMILTON COUNTY HEALTH DEAPARTM ENT HAMILTON COUNTY JUDICIAL CENTER, SUITE 30 NOBLESVILLE, INDIANA 46060 -2229 JASON LEMASTER 317 776 -8500 CARMEL CITY UTILITIES 760 3RD AVENUE S.W. CARMEL, INDIANA 46032 JOHN DUFFY 317 -571 -2443 HAMILTON COUNTY SURVEYOR'S OFFICE ONE HAMILTON SQUARE, SUITE 188 HAMILTON COUNTY JUDICIAL CENTER NOBLESVILLE, INDIANA 46060 GREG HOYES 317- 776 -8495 BRIGHTHOUSE NETWORKS 3030 ROOSEVELT AVE INDIANAPOLIS, IN 46218 JASON KIRKMAN 317 632 -9077 EXT. 291 9 DUKE ENERGY 16475 SOUTHPORK DRIVE WESTFIELD, INDIANA 46074 SHIRELY HUNTER 317-896-6711 VECTREN ENERGY P.O. BOX 1700 NOBLESVILLE, INDIANA 46061 -1700 CHUCK SHUPPERD 317 -776 -5535 8 PERMANENT BENCHMARK U.S.G.S. No. 201 of Line 116 as of 1935 0.8 miles North along the Chicago, Indianapolis, Louisville Railway (Monon Railroad) from the station at Carmel, 31 yards south of milepost B 167; 87 yards south of U.S. Highway 31 bridge over the tracks, 7 yards east of the east rail, and 1 yard west of the fence line. A state survey standard disk, stamped "201" and set in the top of a concrete post level with the ground. ELEVA TION 829.53 (NGVD 1 929) TEMPORARY BENCHMARK TEMPORARY BENCHMARK Cut 'x' on the south /southwest bonnet hex nut of the fire hydrant located 30 feet north of the north line of the Ritter's Ice Cream and 25 feet west of the cen terline of Range Line Road. (Set in Job WOO -811) ELEVATION 811.14 TEMPORARY BENCHMARK AT SITE The top of a railroad spike in the power pole west of the westbound lane of Cool Creek Boulevard north of the surveyed tract. ELEVATION 820.69 7 P T, A NS P1 EPA R E I BY WEIHE ENGINEERS, INC. 10505 N. COLLEGE AVE. INDIANAPOLIS, IN 46280 TELEPHONE: (31'7) 846-6611 FAX: (317) 843-0546 PROJECT MANAGER: EDWARD E. FLEMING Flemirr,ge @weihe. net SURVEYOR: BRADY h'UHN Kuhrr,b @we ihe. net 6 PROJECT LOCATION 5 P T, A NS PR 'PA R 'D FOR 4 i GLICK SELF STORAGE, LLC 8425 WOODFIELD CROSSING BOULEVARD, SUITE 300W. INDIANAPOLIS, IN 46240 TELEPHONE: (317) 469 589 7 CONTACT PERSON: BRUCE SKLARE TAC SU 3 1 ITTAL SHE 2 J r INSEX 1 HOLEY MOLE)/ SAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1 -800- 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC 8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. DATED 6/4/200 9 cia c U) w r 4 4 SHEET NO. LL w w PROJECT NO. 00 O [V 0 00 0011111I rurrrr�� S SHIES O :'E t'R2 r rrrrrn 111111\ O 00 M w JAMES E. SHIELDS JR. P.E. 10201333 W09 -0041 V E—� I GLICK SELF STORAGE, LLC. Part of the SW/4 Sec. 19-T18N-R4E, Hamilton County, Indiana PREPARED FOR REVISIONS AND DESIGNED BY: N aB2 G LI Ge RA \G -L RD L 0 LLi (u 0 FnB2 0 W Lv m 0 rY m o 000 v S z Q� 41 FnB IPPI Mr'nB2 14111 Ge SOIL MAP 3 I- 0 0 0 O 0 0) Q) d' 0 0) 0 0 0 (N rn o� o o j C r -J T F- m z F-0 7 o 10 GENE AT, NOTES 1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 2) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION 3) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY AND COORDINATE CONSTRUCTION WITH ALL RESPECTIVE UTILITIES. 5) OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. 6) IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 7) IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT. 4) ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. 8) TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 9) THE ENGINEER AND /OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT AS SEI FORTH IN THESE PLANS. 10) ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND CONNECTED TO NEW STORM SEWERS AND POSITIVE DRAINAGE PRESERVED. 1 1) IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER THAT ALL LANDSCAPE REQUIREMENTS ARE MET AND CONFORM TO APPLICABLE LOCAL STANDARDS. 12) THE SITE DOES LIE IN A SPECIAL FLOOD HAZARD AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM, WHEN PLOTTED BY SCALE ON FLOOD INSURANCE RATE MAP #18097CO207F E, DATED FEBRUARY 19, 2003. '13) BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS PLAT FOR EXACT INFORMATION. 14) THIS SITE DOES CONTAIN WETLANDS AS SHOWN ON THE U.S. DEPARTMENT OF THE INTERIOR FISH AND WILDLIFE SERVICE; CARMEL, INDIANA, NATIONAL WETLANDS INVENTORY MAP DATED 1990. 15) ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT OF WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PER 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 CITY RIGHT OF WAY. 16.) IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN ONE FOOT OF THE PROPOSED RIGHT -OF -WAY. S11 \C ZO \1\ C 83 (TOTAL AC -AG 4.709 AC. D S G\ SP =D: 15 VP PE/VJ'ING AUTH CITY OF CARMEL ONE CIVIC SQUARE CARMEL, I N 46032 ASSISTANT PLANNER: ANGIE CONN 317- 571 -2417 DEPT. OF ENGINEERING: MIKE MCBRIDE 317- 571 -2441 ASSIST. BUILDING COMMISSIONER: BILL HOHLT 317- 571 -2444 CITY OF CARMEL FIRE DEPARTMENT TWO CIVIC SQUARE CARMEL, INDIANA 46032 CHRIS ELLISON 317- 571 -2600 10 ITIES RANGE LINE ROAD SELF STORA GE PROJECT 969 N. RANGELINE ROAD CARMEL, INDIANA 46032 HAMILTON COUNTY HEALTH DEAPARTM ENT HAMILTON COUNTY JUDICIAL CENTER, SUITE 30 NOBLESVILLE, INDIANA 46060 -2229 JASON LEMASTER 317 776 -8500 CARMEL CITY UTILITIES 760 3RD AVENUE S.W. CARMEL, INDIANA 46032 JOHN DUFFY 317 -571 -2443 HAMILTON COUNTY SURVEYOR'S OFFICE ONE HAMILTON SQUARE, SUITE 188 HAMILTON COUNTY JUDICIAL CENTER NOBLESVILLE, INDIANA 46060 GREG HOYES 317- 776 -8495 BRIGHTHOUSE NETWORKS 3030 ROOSEVELT AVE INDIANAPOLIS, IN 46218 JASON KIRKMAN 317 632 -9077 EXT. 291 9 DUKE ENERGY 16475 SOUTHPORK DRIVE WESTFIELD, INDIANA 46074 SHIRELY HUNTER 317-896-6711 VECTREN ENERGY P.O. BOX 1700 NOBLESVILLE, INDIANA 46061 -1700 CHUCK SHUPPERD 317 -776 -5535 8 PERMANENT BENCHMARK U.S.G.S. No. 201 of Line 116 as of 1935 0.8 miles North along the Chicago, Indianapolis, Louisville Railway (Monon Railroad) from the station at Carmel, 31 yards south of milepost B 167; 87 yards south of U.S. Highway 31 bridge over the tracks, 7 yards east of the east rail, and 1 yard west of the fence line. A state survey standard disk, stamped "201" and set in the top of a concrete post level with the ground. ELEVA TION 829.53 (NGVD 1 929) TEMPORARY BENCHMARK TEMPORARY BENCHMARK Cut 'x' on the south /southwest bonnet hex nut of the fire hydrant located 30 feet north of the north line of the Ritter's Ice Cream and 25 feet west of the cen terline of Range Line Road. (Set in Job WOO -811) ELEVATION 811.14 TEMPORARY BENCHMARK AT SITE The top of a railroad spike in the power pole west of the westbound lane of Cool Creek Boulevard north of the surveyed tract. ELEVATION 820.69 7 P T, A NS P1 EPA R E I BY WEIHE ENGINEERS, INC. 10505 N. COLLEGE AVE. INDIANAPOLIS, IN 46280 TELEPHONE: (31'7) 846-6611 FAX: (317) 843-0546 PROJECT MANAGER: EDWARD E. FLEMING Flemirr,ge @weihe. net SURVEYOR: BRADY h'UHN Kuhrr,b @we ihe. net 6 PROJECT LOCATION 5 P T, A NS PR 'PA R 'D FOR 4 i GLICK SELF STORAGE, LLC 8425 WOODFIELD CROSSING BOULEVARD, SUITE 300W. INDIANAPOLIS, IN 46240 TELEPHONE: (317) 469 589 7 CONTACT PERSON: BRUCE SKLARE TAC SU 3 1 ITTAL SHE 2 J r INSEX 1 HOLEY MOLE)/ SAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1 -800- 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC 8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. DATED 6/4/200 9 cia c U) w r 4 4 SHEET NO. LL w w PROJECT NO. 00 O [V 0 00 0011111I rurrrr�� S SHIES O :'E t'R2 r rrrrrn 111111\ O 00 M w JAMES E. SHIELDS JR. P.E. 10201333 W09 -0041 V E—� I GLICK SELF STORAGE, LLC. Part of the SW/4 Sec. 19-T18N-R4E, Hamilton County, Indiana PREPARED FOR REVISIONS AND DESIGNED BY: