HomeMy WebLinkAboutSite Drawings_5332446
C0.0.Title Sheet.pdf Carmel Eng TS
SITE VALVOLINE INSTANT OIL CHANGE 9835 MICHIGAN ROAD - LOT '1A' of NORTH AUGUSTA CIVIL CONSTRUCTION PLANS PROJECT DEVELOPER: CARMEL, INDIANA 46032 C0.0 VICINITY MAP SHEET OF PROJECT
NUMBER DRAWING NUMBER VIOC.001 PROJECT VICINITY 160 West Carmel Drive, Suite 240 Carmel, Indiana 46032 Phone: (317) 810-1677 Fax: (317) 810-1679 Email: bcross@civilsite.net GROUP,
INC 07/17/2019 VALVOLINE INSTANT OIL CHANGE 100 VALVOLINE WAY LEXINGTON, KENTUCKY 40509 Email: richard.gallegos@valvoline.com Phone: (972) 202-6674 ATTN: Richard Gallegos, Project Manager
CONSTRUCTION PLAN INDEX P R O F E S S I O N A L E N G I N E E R I N D I A N A PE10910647 STATE OF oN R E G I S T E R E D B R I A N S C R O S S REVISION RECORD DEVELOPMENT SUMMARY PROPOSED
USE: AUTOMOBILE OIL CHANGE FACILITY TOTAL SITE AREA = 0.98± Ac. TOTAL DISTURBED AREA = 41,183± SF = 0.95± Ac PROPOSED BUILDING GROSS SQUARE FOOTAGE = 2,030 S.F. PROPOSED BUILDING COVERAGE
RATIO = 4.8% OF SITE AREA OVERLAY ZONE = US 421 - MICHIGAN ROAD CORRIDOR CURRENT ZONING = B3 (BUSINESS DISTRICT) MAX. FRONT YARD SETBACK DISTANCE = 120' BUILDING SETBACKS
BUILDING SETBACKS REQUIRED FRONT = 37.7' FRONT = 30' REAR = 174.1' REAR = 15' SIDE = 45'
SIDE = 15' **APPROVED VARIANCES** DOCKET No. 17120014V (9.5' BUILDING SETBACK GRANTED) DOCKET No. 17120015V (SIGNAGE APPROVAL) ANTICIPATED CONSTRUCTION
START/COMPLETION DATE SEPTEMBER, 2019 / OCTOBER, 2020 TOTAL PARKING SPACES = 11 EXISTING RIGHT-OF-WAY NOTE DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION
OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION
OF THE RIGHT-OF-WAY. ENGINEER: OPERATING AUTHORITY CITY OF CARMEL DEPT. OF ENGINEERING ONE CIVIC SQUARE CARMEL, INDIANA 46032 PHONE: 317-571-2441 FAX: 317-571-2439 SURVEYOR CENTRAL
STATES CONSULTING, LLC. 23-B NORTH GREEN STREET BROWNSBURG, INDIANA 46112 Ph: (317) 858-8662 ATTN: Donald Mosson CARMEL ENGINEERING DEPT. NOTE 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. LAND DESCRIPTION BENCHMARK
C1.0.Demolition Plan.pdf P:\VIOC.001 - 9835 N Michigan Rd.Carmel.IN\Plan Set\VIOC001.C1.0.DP 24X36 (1)
C2.0.Site Plan.pdf 24X36
2,077± GSF 20' SAN. SEWER ESMT. 25' WATER MAIN ESMT. 15' ELEC. ESMT. 10' TELECOM ESMT. 15' UTILITY ESMT. ACCESS ESMT. INST. #2011068594, #201168418, #2013076319 8' TELECOM ESMT. 15'
UTILITY ESMT. S 31°29'44" W 56.50' N 69°48'16" E 276.55' S 20°11'44" E 125.39' S 70°03'33" W 235.00' N 20°25'02" W 125.88' N 17°33'17" W 48.94'
N 17°34'49" W 25.66' N 89°33'49" E 11.90' S 20°19'58" E 16.84' S 09°16'26" E 23.16' F.F.E. = 885.25 EX. "NO BUILD" LINE E EXISTING POND "E" NORMAL POOL = 874.0 100-YR STAGE = 881.14
DO NOT ENTER 67.3' 31.5' 37.7' 37.8' 68.6' 41.25' 63.47' 9' 40' 25' 25' 13' 26' R8' R3' 14' 42.67' 25' 20' 6' 7.0' 20' R10' R35' R50' 5' 7.3' R100' 20' R15' 5' WALNUT CREEK DRIVE 30'
GREENBELT 30' MIN. B.S.L 120' MAX. B.S.L 15' B.S.L MICHIGAN ROAD (US 421) WALNUT CREEK DRIVE WALNUT CREEK DRIVE 174' 45' 15' 10.3' 16' R15' R15' R22' R15' R5' R6' R8' R20' R50' R80'
DO NOT ENTER R15' R3' R3' R3' R3' 11 PARKING SPACES REFER TO ARCHITECTURAL PLANS FOR BLDG. DIMENSIONS 11 EX. CONC. WALK EX. CONC. WALK EX. PVMT. BURGER KING EX. PVMT. PRIME CAR WASH
HOME DEPOTBICYCLE RACKS (QTY. 2, 4 SPACES) PER CARMEL UDO 5.29 PK-02.B C SW SW SW D D J F G H B6 B6 TR FL A A A A A A MB 59'± R/W50' R/W C D D D D BR D A A A A A B6 A A A A A A A AA
A A A A A A A A A A A A T T A A A FL FL FL FL H DW T BC BC BC BC BC BC S D A A A PROJECT NUMBER DRAWING NUMBER SHEET OF SCALE: DATE: DWN BY: CHKD. BY: CIVIL SITE GROUP, INC. GROUP,
INC. P R O F E S S I O N A L E N G I N E E R I N D I A N A PE10910647 STATE OF oN R E G I S T E R E D B R I A N S C R O S S VIOC.001 C2.0 LEXINGTON, KY 40509 100 VALVOLINE WAY VALVOLINE
INSTANT OIL CHANGE SITE PLAN VALVOLINE INSTANT OIL CHANGE 9835 MICHIGAN ROAD - LOT '1A' of NORTH AUGUSTA CARMEL, INDIANA 46032 REVISION RECORD ENGINEER: SURVEYOR: OWNER: NOTE REFER
TO ARCHITECTURAL & FOUNDATION PLANS FOR ALL BUILDING DIMENSIONS. ARCHITECT: SITE LAYOUT NOTES LAND DESCRIPTION TOPOGRAPHIC & BOUNDARY NOTE UTILITY LOCATE NOTE LEGEND: CONTRACTOR NOTE
NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. 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. DEVELOPMENT SUMMARY PROPOSED BUILDING = 2,030± G.S.F. TOTAL
SITE AREA = 0.98± Ac. CURRENT ZONING = B3 / US 421 MICHIGAN RD. OVERLAY GREENSPACE AREA = 39% (16,331 SF/ 42360 SF) TOTAL DISTURBED AREA = 41,183± SF = 0.95± Ac ANTICIPATED CONSTRUCTION
START/COMPLETION DATE SEPTEMBER, 2019 / OCTOBER, 2020 TOTAL PARKING SPACES PROVIDED = 11 TOTAL PARKING SPACES REQ'D = 6 (2 SPACES PER SERVICE BAY) PLAN NOTES: A SW TR D F G J C SIDEWALK
NOTE ALL SIDEWALKS CONSTRUCTED WITHIN THE PUBLIC RIGHT-OF-WAY SHALL COMPLY WITH STANDARD CITY OF CARMEL AND/OR INDOT DETAILS. H B# CARMEL ENGINEERING DEPT. NOTE 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. MB 07/17/2019 L ALL PROPERTY CORNER MONUMENTS SHOULD BE MARKED PRIOR TO COMMENCING WITH
CONSTRUCTION AND PROTECTED DURING ALL CONSTRUCTION ACTIVITY. PROPERTY CORNER MONUMENTS NOTE BR T FL DW BC S
C3.0.Grading Plan.pdf 24X36
2,077± GSF F.F.E. = 885.25 EX. "NO BUILD" LINE E EXISTING POND "E" NORMAL POOL = 874.0 100-YR STAGE = 881.14 WALNUT CREEK DRIVE EX. CURB INLET T.C.=883.3 GUT=882.8 INV.=879.25 (SW -
15" RCP) EX. STORM MH T.C.=882.94 EX. END SECTION INV.=875.52 (W - 30" RCP) EX. STORM MH T.C.=883.35 INV.=876.48 (N - 30" RCP) INV.=876.46 (E - 30" RCP) INV.=877.50 (W - 18" RCP) NEW
5'Ø STORM MANHOLE (REMOVE/REPLACE EX. BEEHIVE INLET AS NECESSARY PER CARMEL STDS.) T.C.=883.15 INV.=877.55 (E - 18" RCP) INV.=878.15 (W - 12" RCP) INV.=878.10 (12" TO BMP) INV.=878.0
(12" FROM BMP) EX. 18" RCP MLAG DESIGN TOP OF CURB GRADE = 883.37 TBM #1 ELEV.=883.55' TBM #51 ELEV.=883.98' EX. 30" RCP 144'± OF 8"Ø SDR 35 PVC @1.00% MIN. (CONNECT ALL ROOF DRAINS
TYP.) MICHIGAN ROAD (US 421) WALNUT CREEK DRIVE WALNUT CREEK DRIVE 57'± OF 8"Ø SDR 35 PVC @1.00% MIN. (CONNECT ALL ROOF DRAINS TYP.) FL FL T T T W F FC F W FC 1.3% SLOPE 1.3% SLOPE
68'± OF 6"Ø DOUBLE WALL HANCOR HI-Q OR EQUIVALENT PERF. HDPE SUB-SURFACE DRAIN. SEE CITY OF CARMEL STD. DWG. 10-30 ON SHEET C7.2. PROJECT NUMBER DRAWING NUMBER SHEET OF SCALE:
DATE: DWN BY: CHKD. BY: CIVIL SITE GROUP, INC. GROUP, INC. P R O F E S S I O N A L E N G I N E E R I N D I A N A PE10910647 STATE OF oN R E G I S T E R E D B R I A N S C R O S S VIOC.001
C3.0 LEXINGTON, KY 40509 100 VALVOLINE WAY VALVOLINE INSTANT OIL CHANGE GRADING & DRAINAGE PLAN VALVOLINE INSTANT OIL CHANGE 9835 MICHIGAN ROAD - LOT '1A' of NORTH AUGUSTA CARMEL, INDIANA
46032 REVISION RECORD 07/17/2019 NOTE REFER TO ARCHITECTURAL & FOUNDATION PLANS FOR ALL BUILDING DIMENSIONS. TOPOGRAPHIC & BOUNDARY NOTE UTILITY LOCATE NOTE LEGEND: 18 " OF VERTICAL
SEPARATION MUST BE MAINTAINED FOR ALL UTILITY CROSSINGS. ALL CONCRETE PIPE JOINTS SHALL BE CONTINUOUS O-RING RUBBER GASKET CONFORMING TO ASTM C 443 FLOOD NOTE UTILITY VALVE NOTE STORM
SEWER INLET NOTE ALL STORM WATER INLETS & CATCH BASIN CASTINGS SHALL BE LABELLED WITH ENVIRONMENTAL MESSAGING "NO DUMPING, DRAINS TO STREAM" CAST IN RAISED OR RECESSED LETTERS AT A
MIN. 1-INCH HEIGHT. A SYMBOL OF A FISH SHALL ALSO BE CAST WITH THE LETTERS NOTE GRADING NOTES GENERAL NOTES CONTRACTOR TO KEEP EXISTING PAVEMENT SURROUNDING THE SITE (I.E. MICHIGAN
ROAD AND WALNUT CREEK DRIVE) "BROOM CLEAN" AND FREE OF SOIL OR AGGREGATE THAT MIGHT BE BROUGHT OFF-SITE. DEPENDING ON THE CONSTRUCTION SEASON, MOISTURE CONTENT AND PROPERTIES OF THE
SOILS ON SITE, CHEMICAL MODIFICATIONS AND/OR LIME STABILIZATION MAY BE REQUIRED. SEE SHEET C9.0 FOR SPECIFICATIONS. ALL CONCRETE PIPE JOINTS SHALL BE CONTINUOUS O-RING RUBBER GASKET
CONFORMING TO ASTM C 443 CONTRACTOR (NOT THE PROJECT SITE OWNER) WILL BE RESPONSIBLE FOR THE DISPOSAL OF ANY SOIL, MATERIALS, ETC. NO OFF-SITE BORROWS OR STOCKPILES WILL BE NEEDED FOR
THIS PROJECT. CONTRACTOR SHALL SUBMIT PRECAST STORM SEWER STRUCTURE SHOP DRAWINGS TO ENGINEER FOR REVIEW/APPROVAL PRIOR TO MANUFACTURING. EXISTING CONDITIONS NOTE CONTRACTOR TO VERIFY
ALL EXISTING CONDITIONS, INCLUDING UTILITIES AND DRAINAGE INFRASTRUCTURE BEFORE COMMENCING WITH CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER OF ANY DISCREPANCIES. EXISTING RIGHT-OF-WAY
NOTE DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY
WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY. BENCHMARK MINIMUM FLOOD PROTECTION GRADE & LOWEST ADJACENT GRADE DEFINITIONS
This project is located at the northeast corner of the intersection of Michigan Road and 98th Street in Hamilton County, City of Carmel, Indiana. The site will consist of one (1) platted
parcel totaling 0.98 +/- acres in size. There is no off-site or upstream acreage being routed through the site. The site is currently vacant and is covered entirely by greenspace
with existing utility and storm infrastructure surrounding the site. The proposed improvements will consist of a new automobile service shop along with the associated utility and drainage
infrastructure and new hard surface for parking and ingress / egress. Inlets and subsurface storm sewers will be used to convey storm water to the previously approved Walnut Creek Drive
infrastructure. Storm water will be routed to and collected by the North Augusta Arm #1-Crooked Creek Regulated Drain. Approved design plans (11/2009) for the North Augusta Arm #1-Crooked
Creek Regulated Drain are on file with the Hamilton County Surveyor's Office. The stormwater detention pond system of West Carmel Marketplace includes the subject site with post-developed
conditions in an updated analysis performed by Woolpert, LLP in June, 2007 and reviewed / approved by the Hamilton County Surveyor's Office (Letter on File). The proposed improvements
will result in a curve number (CN) of 88.8 and a runoff coefficient (C) of 0.57 for the 0.98 acre outlot; therefore, substantially less than the previously approved drainage master
plan. Additional stormwater detention for the subject outlot is NOT required. The allowable release rates for the 0.98 +/- acre subject site would be 0.1 cfs and 0.29 cfs for the
10-year and 100-year storm events respectively. However, detention for the subject site is provided for within the West Carmel Marketplace Development. The developed 10-year and 100-year
release rates from the subject site (prior to detention) are 2.96 cfs and 5.59 cfs respectively. The required detention volume for the subject site is provided for within the drainage
master plan of West Carmel Marketplace (see drainage calculations referenced above prepared by Woolpert). The applicable pages from the Approved Master Plan are in the Appendix of the
drainage report for this project. DRAINAGE SUMMARY We have shown three (3) top-of-curb grades on Michigan Road and four curb/gutter grades along Walnut Creek Drive. The lowest on each
of two are 883.37 (Michigan Road T.O.C.) and 883.0 (Walnut Creek Drive gutter grade). The minimum F.F.E. is to be at 15” above the Michigan Road Grade (883.37 - highest of the two),
which is 884.62. The F.F.E. has been set at 885.25. The local flood overflow route for the storm inlets is 883.50; therefore, one (1) foot above the aforementioned elevation would
be 884.50, which represents the MFPG . The 100-year elevation of the off-site pond is 881.14 and does not come into play. Therefore, the MLAG/MFPG has been set at 884.50. The minimum
F.F.E. shall be no less than 6" above finished grade around the building, which results in a minimum F.F.E. of 885.0. The MFPG and MLAG are calculated correctly and the set F.F.E. of
885.25 is in compliance with the STSM. STRUCTURE DATA TABLE ALL PROPERTY CORNER MONUMENTS SHOULD BE MARKED PRIOR TO COMMENCING WITH CONSTRUCTION AND PROTECTED DURING ALL CONSTRUCTION
ACTIVITY. PROPERTY CORNER MONUMENTS NOTE STORM SEWER SYSTEM NOTE ALL STORM SEWER INFRASTRUCTURE TO BE CONSTRUCTED WITH THIS PROJECT SHALL BE PRIVATELY OWNED AND MAINTAINED BY CURRENT
PROPERTY OWNER & ALL HEIRS, SUCCESSORS, & ASSIGNS. STRUCTURE DETAILS DETAILS OF THE PROPOSED STORMWATER QUALITY UNIT & THE DIVERSION MANHOLE STRUCTURE ARE LOCATED ON SHEET C7.2. BMP
& DIVERSION PLAN NOTES: T FL ENGINEER: SURVEYOR: OWNER: ARCHITECT: W F FC
C3.1.Storm Sewer Plan & Profiles.pdf 24X36
2,077± GSF F.F.E. = 885.25 EX. "NO BUILD" LINE E EXISTING POND "E" NORMAL POOL = 874.0 100-YR STAGE = 881.14 WALNUT CREEK DRIVE EX. END SECTION INV.=875.52 (W - 30" RCP) EX. STORM MH
T.C.=883.35 INV.=876.48 (N - 30" RCP) INV.=876.46 (E - 30" RCP) INV.=877.50 (W - 18" RCP) NEW 5'Ø STORM MANHOLE (REMOVE/REPLACE EX. BEEHIVE INLET AS NECESSARY PER CARMEL STDS.) T.C.=883.15
INV.=877.55 (E - 18" RCP) INV.=878.15 (W - 12" RCP) INV.=878.10 (12" TO BMP) INV.=878.0 (12" FROM BMP) EX. 18" RCP TBM #1 ELEV.=883.55' EX. 30" RCP 144'± OF 8"Ø SDR 35 PVC @1.00% MIN.
(CONNECT ALL ROOF DRAINS TYP.) WALNUT CREEK DRIVE FL FL T W F FC F W FC 1.3% SLOPE 1.3% SLOPE 68'± OF 6"Ø DOUBLE WALL HANCOR HI-Q OR EQUIVALENT PERF. HDPE SUB-SURFACE DRAIN. SEE CITY
OF CARMEL STD. DWG. 10-30 ON SHEET C7.2. STORM SEWER PROFILE PROJECT NUMBER DRAWING NUMBER SHEET OF SCALE: DATE: DWN BY: CHKD. BY: CIVIL SITE GROUP, INC. GROUP, INC. P R O F E
S S I O N A L E N G I N E E R I N D I A N A PE10910647 STATE OF oN R E G I S T E R E D B R I A N S C R O S S VIOC.001 C3.1 LEXINGTON, KY 40509 100 VALVOLINE WAY VALVOLINE INSTANT OIL
CHANGE STORM SEWER PLAN & PROFILE VALVOLINE INSTANT OIL CHANGE 9835 MICHIGAN ROAD - LOT '1A' of NORTH AUGUSTA CARMEL, INDIANA 46032 07/17/2019 NOTE REFER TO ARCHITECTURAL & FOUNDATION
PLANS FOR ALL BUILDING DIMENSIONS. TOPOGRAPHIC & BOUNDARY NOTE UTILITY LOCATE NOTE LEGEND: 18 " OF VERTICAL SEPARATION MUST BE MAINTAINED FOR ALL UTILITY CROSSINGS. ALL CONCRETE PIPE
JOINTS SHALL BE CONTINUOUS O-RING RUBBER GASKET CONFORMING TO ASTM C 443 UTILITY VALVE NOTE STORM SEWER INLET NOTE ALL STORM WATER INLETS & CATCH BASIN CASTINGS SHALL BE LABELLED WITH
ENVIRONMENTAL MESSAGING "NO DUMPING, DRAINS TO STREAM" CAST IN RAISED OR RECESSED LETTERS AT A MIN. 1-INCH HEIGHT. A SYMBOL OF A FISH SHALL ALSO BE CAST WITH THE LETTERS NOTE GENERAL
NOTES CONTRACTOR TO KEEP EXISTING PAVEMENT SURROUNDING THE SITE (I.E. MICHIGAN ROAD AND WALNUT CREEK DRIVE) "BROOM CLEAN" AND FREE OF SOIL OR AGGREGATE THAT MIGHT BE BROUGHT OFF-SITE.
DEPENDING ON THE CONSTRUCTION SEASON, MOISTURE CONTENT AND PROPERTIES OF THE SOILS ON SITE, CHEMICAL MODIFICATIONS AND/OR LIME STABILIZATION MAY BE REQUIRED. SEE SHEET C9.0 FOR SPECIFICATIONS.
ALL CONCRETE PIPE JOINTS SHALL BE CONTINUOUS O-RING RUBBER GASKET CONFORMING TO ASTM C 443 CONTRACTOR (NOT THE PROJECT SITE OWNER) WILL BE RESPONSIBLE FOR THE DISPOSAL OF ANY SOIL,
MATERIALS, ETC. NO OFF-SITE BORROWS OR STOCKPILES WILL BE NEEDED FOR THIS PROJECT. CONTRACTOR SHALL SUBMIT PRECAST STORM SEWER STRUCTURE SHOP DRAWINGS TO ENGINEER FOR REVIEW/APPROVAL
PRIOR TO MANUFACTURING. EXISTING CONDITIONS NOTE CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS, INCLUDING UTILITIES AND DRAINAGE INFRASTRUCTURE BEFORE COMMENCING WITH CONSTRUCTION. CONTRACTOR
TO NOTIFY ENGINEER OF ANY DISCREPANCIES. EXISTING RIGHT-OF-WAY NOTE DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE COMPLETION
OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY. STRUCTURE
DETAILS DETAILS OF THE PROPOSED STORMWATER QUALITY UNIT & THE DIVERSION MANHOLE STRUCTURE ARE LOCATED ON SHEET C7.2. BMP & DIVERSION GENERAL NOTES STORM SEWER SYSTEM NOTE STORM BACKFILL
NOTE STORM SEWER SYSTEM NOTE ALL STORM SEWER INFRASTRUCTURE TO BE CONSTRUCTED WITH THIS PROJECT SHALL BE PRIVATELY OWNED AND MAINTAINED BY CURRENT PROPERTY OWNER & ALL HEIRS, SUCCESSORS,
& ASSIGNS. CONTRACTOR NOTE NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. STORM PLAN - 1"=20' ENGINEER: SURVEYOR: OWNER: ARCHITECT: PLAN
NOTES: T FL W F FC STRUCTURE DATA TABLE REVISION RECORD
C4.0.SWPP Plan.pdf P:\VIOC.001 - 9835 N Michigan Rd.Carmel.IN\Plan Set\VIOC001.C4.0.SWPPP 24X36 (1)
C4.1.SWPP Details.pdf Layout1
07/17/2019 PERMANENT SEEDING DATES TEMPORARY SEEDING DATES LAWNS AND HIGH MAINTENANCE AREAS STEEP BANKS AND CUTS SEED TOLERANCE CHART LEVEL AND SLOPING, OPEN AREAS SEED TOLERANCE TEMPORARY
SEEDINGS SEEDING DETAIL TEMPORARY CONSTRUCTION ENTRANCE FERTILIZER NOTE SILT FENCE CONSTRUCTION JOINT DETAIL EROSION CONTROL MEASURES MAINTENANCE REQUIREMENTS SILT FENCE MAINTENANCE
REQUIREMENTS: EROSION CONTROL BLANKET (SURFACE APPLIED) MAINTENANCE REQUIREMENTS: TEMPORARY GRAVEL CONSTRUCTION ENTRANCE MAINTENANCE REQUIREMENTS: EROSION CONTROL SCHEDULE MAINTENANCEEROSION
CONTROL MEASURE INSTALLATION SEQUENCE ROCK CHECK DAM MAINTENANCE REQUIREMENTS: EROSION BLANKET INSATLLATION PROJECT NUMBER DRAWING NUMBER SHEET OF SCALE: DATE: DWN BY: CHKD. BY:
CIVIL SITE GROUP, INC. GROUP, INC. P R O F E S S I O N A L E N G I N E E R I N D I A N A PE10910647 STATE OF oN R E G I S T E R E D B R I A N S C R O S S VIOC.001 C4.1 LEXINGTON, KY
40509 100 VALVOLINE WAY VALVOLINE INSTANT OIL CHANGE STORMWATER POLLUTION PREVENTION DETAILS VALVOLINE INSTANT OIL CHANGE 9835 MICHIGAN ROAD - LOT '1A' of NORTH AUGUSTA CARMEL, INDIANA
46032 REVISION RECORD 1 1 2 2 3 3 4 4 A A B B C C D D SHEET 1 OF 1 DWG NOSIZE SCALE REV TYPICAL RECTANGULAR INLET FILTER COMBINATION INLET FILTER FOR CURB HOODS TYPICAL ROUND INLET
FILTER STAINLESS STEEL ROUND INLET FILTERS for NYLOPLAST CASTINGS CATCH-ITS SPECIFIED W/ FX or FX-S BAGS IPP Flexstorm SpecificationsC A
C4.2.SWPP Notes.pdf Layout1
Br CrA CrA CrA CrA CrA CrA CrA CrA REVISION RECORD 07/17/2019 PROJECT NUMBER DRAWING NUMBER SHEET OF SCALE: DATE: DWN BY: CHKD. BY: CIVIL SITE GROUP, INC. GROUP, INC. P R O F E
S S I O N A L E N G I N E E R I N D I A N A PE10910647 STATE OF oN R E G I S T E R E D B R I A N S C R O S S VIOC.001 C4.2 LEXINGTON, KY 40509 100 VALVOLINE WAY VALVOLINE INSTANT OIL
CHANGE STORMWATER POLLUTION PREVENTION NOTES VALVOLINE INSTANT OIL CHANGE 9835 MICHIGAN ROAD - LOT '1A' of NORTH AUGUSTA CARMEL, INDIANA 46032 SOILS MAP . SOILS DESCRIPTIONS
& LIMITATIONS
C5.0.Utility Plan.pdf P:\VIOC.001 - 9835 N Michigan Rd.Carmel.IN\Plan Set\VIOC001.C5.0.UP 24X36 (1)
C7.0.General Details.pdf 24X36
PROJECT NUMBER DRAWING NUMBER SHEET OF SCALE: DATE: DWN BY: CHKD. BY: CIVIL SITE GROUP, INC. GROUP, INC. P R O F E S S I O N A L E N G I N E E R I N D I A N A PE10910647 STATE OF
oN R E G I S T E R E D B R I A N S C R O S S VIOC.001 C7.0 LEXINGTON, KY 40509 100 VALVOLINE WAY VALVOLINE INSTANT OIL CHANGE GENERAL DETAILS VALVOLINE INSTANT OIL CHANGE 9835 MICHIGAN
ROAD - LOT '1A' of NORTH AUGUSTA CARMEL, INDIANA 46032 07/17/2019 REVISION RECORD CONCRETE PAVEMENT SECTION WHEELSTOP PRECAST CONCRETE SECTION A-A ELEVATION SYMBOL DETAIL PAINTED HANDICAP
STALLS HANDICAP PARKING JOINT DETAILS CONTROL JOINT EXPANSION JOINT DETAIL EXPANSION JOINT AT BUILDING DETAIL HANDICAP PARKING SIGN DETAIL COMBINED CURB & WALK DETAIL 6" DIAMETER STANDARD
STEEL PIPE BOLLARD CURB JOINT DETAIL TRAFFIC SIGNAGE NOTE ALL TRAFFIC SIGN POSTS WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE BREAKAWAY TYPE SIDEWALK DETAIL HEAVY DUTY ASPHALT PAVEMENT SECTION
TRAFFIC SIGNAGE 6" SUB-SURFACE DRAIN
C7.1.General Details.pdf 24X36
PROJECT NUMBER DRAWING NUMBER SHEET OF SCALE: DATE: DWN BY: CHKD. BY: CIVIL SITE GROUP, INC. GROUP, INC. P R O F E S S I O N A L E N G I N E E R I N D I A N A PE10910647 STATE OF
oN R E G I S T E R E D B R I A N S C R O S S VIOC.001 C7.1 LEXINGTON, KY 40509 100 VALVOLINE WAY VALVOLINE INSTANT OIL CHANGE GENERAL DETAILS VALVOLINE INSTANT OIL CHANGE 9835 MICHIGAN
ROAD - LOT '1A' of NORTH AUGUSTA CARMEL, INDIANA 46032 07/17/2019 REVISION RECORD BICYCLE PARKING DETAIL (OR APPROVED EQUAL) NOTE SEPARATOR WILL REQUIRE TESTING AS DIRECTED BY TRICO
REGIONAL SEWER UTILITY TO VERIFY THAT STRUCTURE IS WATERTIGHT
C7.2.General Details.pdf 24X36
JL 11/5/15 SUMP DEPTH REVISION HISTORY REV BY DATE DESCRIPTION AA Parts List DESCRIPTIONSIZE (in)ITEM I.D. PRECAST MANHOLE481 SEPARATION MODULE 2 LEDGER SUPPORT 3 INLET PIPE (BY OTHERS)244
OUTLET PIPE (BY OTHERS)245 6 FRAME AND COVER (OR GRATE) (ROUND) 30 Rev. Approved Scale C Hydro International CAD Ref: Project Drawn Date Title Checked No. No. Drawing 2014 Notes Any
warranty made by Hydro International only applies to those items supplied by it. Hydro International does not accept and expressly disclaims any responsibility or liability for any
structure, plant or equipment (or the performance thereof) designed, built, manufactured or supplied by any third-party. Hydro International has a policy of continuous product development
and reserves the right to amend the specifications of any of its products or equipment at any time. Hydro International expressly disclaims any liability for the performance of its
equipment (or any part thereof) used or made subject to conditions outside of the conditions set forth in Hydro International's design specifications. Hydro International owns the copyright
in and to this drawing, which is supplied in confidence, and all intended recipients of the drawing, by their use thereof, agree to hold the drawing in confidence and not to use it
for any purpose other than for which it was supplied and not reproduce, in whole or in part, the drawing or any of the equipment or structures depicted therein, without prior written
permission of Hydro International. GENERAL ARRANGEMENT HIGH CAPACITY 1/4" = 1'0" F HC-MAX AF HCS1 xx-xxxx 11/25/14 RC 14 1 6 4 5 5 3 2 3 2 GENERAL NOTES: 1. General Arrangement drawings
only. Contact Hydro International for site specific fabrication drawings. 2. The diameter of the inlet & outlet pipes may be no more than 24". 3. Multiple inlet pipes possible (refer
to project plans). 4. Inlet/outlet pipe angle can vary to align with drainage network (refer to project plans). 5. Peak flow rate and minimum height limited by available cover and pipe
diameter. 6. Larger sediment storage capacity may be provided with a deeper sump depth. PRODUCT SPECIFICATIONS: A. The treatment system shall use an induced vortex to separate pollutants
from stormwater runoff. B. The treatment system shall fit within the limits of excavation (area and depth) as shown in the project plans and will not exceed the dimensions for the design
flow rates specified herein. C. The treatment system shall remove greater than or equal to 90% of TSS based on the Target Particle Size (TPS) of 106 microns and/or 80% of TSS based
on the TPS of 230 microns at 0.7 cfs and 1.2 cfs, respectively. D. The treatment system shall convey the Peak On-line Flow Rates of up to 18 cfs without causing upstream surcharge conditions.
Full-scale independent laboratory scour testing shall demonstrate effluent control of less than or equal to 5 mg/L for all flows up to 200% of MTFR-106. E. The treatment system shall
be capable of capturing and retaining fine silt and sand size particles. Analysis of captured sediment from full-scale field installations shall demonstrate particle sizes predominately
in the 20-micron range SUMP: 0 in / 0.00 ft VARIES (SEE NOTE 5) PREASSEMBLY REFERENCE: 41 1/2 in / 3.46 ft PIPE INVERTS: 59 5/8 in / 4.97 ft SECTION A-A Inlet pipe(s) can enter anywhere
within 240° arc. BOTTOM OF INTERNALS: 27 in / 2.25 ft A PROJECT NUMBER DRAWING NUMBER SHEET OF SCALE: DATE: DWN BY: CHKD. BY: CIVIL SITE GROUP, INC. GROUP, INC. P R O F E S S I
O N A L E N G I N E E R I N D I A N A PE10910647 STATE OF oN R E G I S T E R E D B R I A N S C R O S S VIOC.001 C7.2 LEXINGTON, KY 40509 100 VALVOLINE WAY VALVOLINE INSTANT OIL CHANGE
GENERAL DETAILS VALVOLINE INSTANT OIL CHANGE 9835 MICHIGAN ROAD - LOT '1A' of NORTH AUGUSTA CARMEL, INDIANA 46032 07/17/2019 REVISION RECORD STR.#100 - 5FT DIA. BMP DIVERSION MANHOLE
INV.-878.15 INV.-877.55 2' SUMP REQ'D. STORM SEWER INLET NOTE ALL STORM WATER INLETS & CATCH BASIN CASTINGS SHALL BE LABELED WITH ENVIRONMENTAL MESSAGING "NO DUMPING, DRAINS TO STREAM"
CAST IN RAISED OR RECESSED LETTERS AT A MIN. 1-INCH HEIGHT. A SYMBOL OF A FISH SHALL ALSO BE CAST WITH THE LETTERS. CURB MANHOLE PLAN VIEW CROSS SECTION BEEHIVE INLET TYPE 'A' 33" 21"
24"
C9.0.Specifications.pdf Layout1
07/17/2019 REVISION RECORD ¶ ¶ ¶ PROJECT NUMBER DRAWING NUMBER SHEET OF SCALE: DATE: DWN BY: CHKD. BY: CIVIL SITE GROUP, INC. GROUP, INC. P R O F E S S I O N A L E N G I N E E
R I N D I A N A PE10910647 STATE OF oN R E G I S T E R E D B R I A N S C R O S S VIOC.001 C9.0 LEXINGTON, KY 40509 100 VALVOLINE WAY VALVOLINE INSTANT OIL CHANGE SPECIFICATIONS VALVOLINE
INSTANT OIL CHANGE 9835 MICHIGAN ROAD - LOT '1A' of NORTH AUGUSTA CARMEL, INDIANA 46032
Survey.ALTA.Topo.pdf Layout1
U.S. 421 (MICHIGAN ROAD) REPLAT OF NORTH AUGUSTA REPLAT OF NORTH AUGUSTA ALTA/NSPS/TOPOGRAPHIC LAND TITLE SURVEY UTILITY STATEMENT: The underground utilities shown have been located
from field survey information and existing drawings. The surveyor makes no guarantees that the underground utilities comprise all such utilities in the area, either in-service or abandoned.
The surveyor further does not warrant that the underground utilities shown are in the exact location indicated although the surveyor does certify that they are located as accurately
as possible from information available. The surveyor has not physically located the underground utilities. SHEET DWN. BY: PROJECT NUMBER CHKD. BY: SCALE: DATE: OF PREPARED FOR: BROWNSBURG,
INDIANA 46112 23-B NORTH GREEN STREET CENTRAL STATES CONSULTING, LLC PHONE: 317-858-8662 FAX: 317-858-8672 PREPARED BY: THOMAS ENGLISH REAL ESTATE LLC 725 EAST 65th STREET, SUITE
300 CARMEL, INDIANA 9805 Michigan Road INDIANAPOLIS, INDIANA 46220 LAND TITLE SURVEY ALTA/NSPS/TOPOGRAPHIC 17-035RJM DRM 04-11-2017 1" = 20' 1 1 LEGEND: 9600013 STATE OF No. D O N
A L D R . M O S S O N R E G I S T E R E D I N D I A N A L A N D S U R V E Y O R VERTICAL DATUM: VICINITY MAP – “ ” “ ” “ ” – – “ ”