HomeMy WebLinkAboutTER.005 - Full Set 03.16.18SITE
LOT '1A' of NORTH AUGUSTA
9835 MICHIGAN ROAD
CIVIL CONSTRUCTION PLANS
PROJECT DEVELOPER:
CARMEL, INDIANA 46032
C0.0
VICINITY MAP
SHEET OF
PROJECT NUMBER
DRAWING NUMBER
TER.005
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
11/17/2017
THOMAS ENGLISH RETAIL REAL ESTATE725 E. 65th STREET, STE. 300
INDIANAPOLIS, INDIANA 46220
Email: bwilliams@thomasenglish.com
Phone: (317) 574-7448 Fax: (317) 653-1848
ATTN: Brad Williams
CONSTRUCTION PLAN INDEX
PRO
FESS
IONAL E NG INEERIND
IA NAPE10910647STATE OF
-oNREGIS TERE
DBRIANSCRO
S
S
REVISION RECORD
DEVELOPMENT SUMMARY
PROPOSED USE: MULTI-TENANT RETAIL & RESTAURANT BUILDING
TOTAL SITE AREA = 0.98± Ac.
TOTAL DISTURBED AREA = 38,654± SF = 0.89± Ac
PROPOSED BUILDING GROSS SQUARE FOOTAGE = 6,100 S.F.
PROPOSED BUILDING COVERAGE RATIO = 14.3% 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 = 30' FRONT = 30'
REAR = 165.1' REAR = 15'
SIDE = 10' SIDE = 15'
**APPROVED VARIANCES**
DOCKET No. 17120014V (9.5' BUILDING SETBACK GRANTED)
DOCKET No. 17120015V (SIGNAGE APPROVAL)
ANTICIPATED CONSTRUCTION START/COMPLETION DATE
MARCH 2018 / SEPTEMBER, 2019
TOTAL PARKING SPACES = 45
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.
BENCHMARK LAND DESCRIPTION
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59'± R/W
EXISTING POND "E"NORMAL POOL = 874.0100-YR STAGE = 881.14
50' R/W
PROJECT NUMBER
DRAWING NUMBER
SHEET OF
SCALE:
DATE:
DWN BY:
CHKD. BY:CIVIL SITE GROUP, INC.GROUP, INC.PR
O
FESS
IONA L E NG INEERIND
IA NA
PE10910647STATE OF
-oNREGISTERE
DBRIANSCRO
S
S
TER.005
C2.0INDIANAPOLIS, INDIANA 46220725 E. 65th STREET, STE. 300THOMAS ENGLISH RETAIL REAL ESTATESITE PLANLOT '1A' of NORTH AUGUSTA9835 MICHIGAN ROADCARMEL, INDIANA 46032REVISION 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 = 6,060± G.S.F.
TOTAL SITE AREA = 0.98± Ac.
CURRENT ZONING = B3 / US 421 MICHIGAN RD. OVERLAY
GREENSPACE AREA = 39.6% (16,892 SF/ 42,630 SF)
TOTAL DISTURBED AREA = 38,654± SF = 0.89± Ac
ANTICIPATED CONSTRUCTION START/COMPLETION DATE
MARCH, 2018 / SEPTEMBER, 2019
TOTAL PARKING SPACES PROVIDED = 44
TOTAL PARKING SPACES REQ'D = 44
TOTAL # OF PARKING SPACES REQ'D ASSUMES:
- RESTAURANT: 47 SEATS & 6 EMPLOYEES = 25 SPACES
- RETAIL SPACE: 3,668 S.F. = 19 SPACES
(RESTAURANT: 1 SPACE / 2.5 SEATS + 1 SPACE / EMPLOYEE)
(GENERAL RETAIL: 1 SPACE / 200 S.F. OF FLOOR AREA)
PLAN NOTES:
A
SW
T
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
11/17/2017
L
ALL PROPERTY CORNER MONUMENTS SHOULD BE MARKEDPRIOR TO COMMENCING WITH CONSTRUCTION AND
PROTECTED DURING ALL CONSTRUCTION ACTIVITY.
PROPERTY CORNER MONUMENTS NOTE
6,060± G
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F.F.E. = 88
5.
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EX. CURB INLETT.C.=883.3GUT=882.8
INV.=879.25 (SW - 15" RCP)
EX. STORM MHT.C.=882.94
EX. END SECTION
INV.=875.52 (W - 30" RCP)
EX. STORM MHT.C.=883.35INV.=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.=883.15INV.=877.55 (E - 18" RCP)INV.=877.90 (W - 15" RCP)INV.=877.85 (12" TO BMP)
INV.=877.75 (12" FROM BMP)
EX. 18"
R
C
P
MLAG DESIGN
TOP OF CURB GRADE = 883.37
TBM #1
ELEV.=883.55'
TBM #51
ELEV.=883.98'
EX. 30" RCP
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DRIVE
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EXISTING POND "E"
NORMAL POOL = 874.0
100-YR STAGE = 881.14
EX. 18"
R
C
P
PROJECT NUMBER
DRAWING NUMBER
SHEET OF
SCALE:
DATE:
DWN BY:
CHKD. BY:CIVIL SITE GROUP, INC.GROUP, INC.PR
O
FESS
IONA L E NG INEERIND
IA NA
PE10910647STATE OF
-oNREGISTERE
DBRIANSCRO
S
S
TER.005
C3.0INDIANAPOLIS, INDIANA 46220725 E. 65th STREET, STE. 300THOMAS ENGLISH RETAIL REAL ESTATEGRADING & DRAINAGE PLANLOT '1A' of NORTH AUGUSTA9835 MICHIGAN ROADCARMEL, INDIANA 46032REVISION RECORD
ENGINEER:
SURVEYOR:
OWNER:
NOTE
REFER TO ARCHITECTURAL &
FOUNDATION PLANS FOR ALL
BUILDING DIMENSIONS.
ARCHITECT:
TOPOGRAPHIC & BOUNDARY NOTE
UTILITY LOCATE NOTE
LEGEND:
11/17/2017
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" ANDFREE 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 RESPONSIBLEFOR THE DISPOSAL OF ANY SOIL, MATERIALS, ETC. NO OFF-SITEBORROWS 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 restaurant/retail shops building along with the associated utility and drainage infrastructure andnew 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 88.4 and a runoff coefficient (C) of 0.56 for the 0.98 acre outlot; therefore, substantially less than thepreviously 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 eventsrespectively. 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 3.61 cfs and 6.74 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 eight curb/gutter grades along Walnut Creek Drive. Thelowest on each of two are 883.37 (Michigan Road T.O.C.) and 883.0 (Walnut Creek Drive gutter grade). The minimumF.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 setat 885.25. The local flood overflow route for the storm inlets is 883.70; therefore, one (1) foot above the aforementionedelevation would be 884.70, 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 884.70. The minimum F.F.E. shall be no less than 6" abovefinished grade around the building, which results in a minimum F.F.E. of 885.20. The MFPG and MLAG are calculatedcorrectly and the set F.F.E. of 885.25 is in compliance with the STSM.
STRUCTURE DATA TABLE
ALL PROPERTY CORNER MONUMENTS SHOULD BE MARKEDPRIOR 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
THOMAS ENGLISH RETAIL REAL ESTATE.
STRUCTURE DETAILS
DETAILS OF THE PROPOSED STORMWATER
QUALITY UNIT & THE DIVERSION MANHOLE
STRUCTURE ARE LOCATED ON SHEET C7.2.
BMP & DIVERSION
11/17/2017
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.PR
O
FESS
IONA L E NG INEERIND
IA NA
PE10910647STATE OF
-oNREGISTERE
DBRIANSCRO
S
S
TER.005
C4.1INDIANAPOLIS, INDIANA 46220725 E. 65th STREET, STE. 300THOMAS ENGLISH RETAIL REAL ESTATESTORMWATER POLLUTION PREVENTION DETAILSLOT '1A' of NORTH AUGUSTA9835 MICHIGAN ROADCARMEL, INDIANA 46032REVISION 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
Br
CrA
CrA
CrA
CrA
CrA
CrA
CrA
CrA
REVISION RECORD
11/17/2017
PROJECT NUMBER
DRAWING NUMBER
SHEET OF
SCALE:
DATE:
DWN BY:
CHKD. BY:CIVIL SITE GROUP, INC.GROUP, INC.PR
O
FESS
IONA L E NG INEERIND
IA NA
PE10910647STATE OF
-oNREGISTERE
DBRIANSCRO
S
S
TER.005
C4.2INDIANAPOLIS, INDIANA 46220725 E. 65th STREET, STE. 300THOMAS ENGLISH RETAIL REAL ESTATESTORMWATER POLLUTION PREVENTION NOTESLOT '1A' of NORTH AUGUSTA9835 MICHIGAN ROADCARMEL, INDIANA 46032®
®
®
®
SOILS MAP
.
®
SOILS DESCRIPTIONS & LIMITATIONS
REVISION RECORD11/17/2017
PROJECT NUMBER
DRAWING NUMBER
SHEET OF
SCALE:
DATE:
DWN BY:
CHKD. BY:CIVIL SITE GROUP, INC.GROUP, INC.PR
O
FESS
IONA L E NG INEERIND
IA NA
PE10910647STATE OF
-oNREGISTERE
DBRIAN S CRO
S
STER.005
C7.0CARMEL, INDIANA 46033725 E. 65th STREET, STE. 300THOMAS ENGLISH RETAIL REAL ESTATEGENERAL DETAILSLOT '1A' of NORTH AUGUSTA9835 MICHIGAN ROADCARMEL, INDIANA 46032CONCRETE 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
LIGHT DUTY ASPHALT
PAVEMENT SECTION
TRAFFIC SIGNAGE
4" PIPE UNDERDRAIN
UNDER PAVEMENT
REVISION RECORD
11/17/2017
PROJECT NUMBER
DRAWING NUMBER
SHEET OF
SCALE:
DATE:
DWN BY:
CHKD. BY:CIVIL SITE GROUP, INC.GROUP, INC.PR
O
FESS
IONA L E NG INEERIND
IA NA
PE10910647STATE OF
-oNREGISTERE
DBRIAN S CRO
S
STER.005
C7.1INDIANAPOLIS, INDIANA 46220725 E. 65th STREET, STE. 300THOMAS ENGLISH RETAIL REAL ESTATEGENERAL DETAILSLOT '1A' of NORTH AUGUSTA9835 MICHIGAN ROADCARMEL, INDIANA 46032BICYCLE PARKING DETAIL (OR APPROVED EQUAL)
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
SUMMARY OF LATERAL INSTALLATION REQUIREMENTS
1. All houses, buildings, etc., shall connect to the District's sanitary sewer system within 90 days of notice providing a sewer is within 300 feet for
Hamilton County or 100 feet for Boone County of the property line as defined through Indiana Code (IC 13-26-5-2). Only one building mayconnect to the sewer main per lateral unless otherwise approved by the District.2. No foundation, Sump, Downspouts or other storm water drains shall be interconnected to District's sanitary sewer as addressed through our I/IOrdinance 12.08.08 and I/I Policy found on our website at www.ctrwd.org.3. The existing sewer line from the building to the septic tank may only be used if it is located under a building addition, patio, porch or paveddriveway. Air test is required to show if acceptable for re-use. The property owner shall bear the cost of all testing. The District inspector must be
onsite for the duration of the air test.
4. The owner or contractor shall notify the District prior to covering the installed lateral so that the District can make an inspection to determine
compliance with the District's sewer use ordinance. Lateral stubs shall remain capped until an inspector is on site. Final connection shall
only be made under direct supervision of a CTRWD inspector. Such notification shall be made 24 hours prior to the need for the inspection.
If the inspection fails and a second inspection is required, or contractor is not on site for scheduled inspection, or fails to cancel inspection, an
additional fee of $100.00 will be due. This must be paid prior to the time of the follow up inspection.5. Property owners are hereby advised that the County Board of Health regulates the operation and maintenance of private sewage disposal(septic) systems. The County Ordinance provides in part that, upon connection to a public sewer, a septic tank "…shall be abandoned (pumped
clean) and filled completely with earthen material or stone in a safe and sanitary manner." Please contact the appropriate County Board of Health
for further information and to notify the department of the abandonment.
6. Acceptable Pipe Materials:
PVC PIPE: SDR 35 or SDR 26, ASTM D3034, SIX INCH PIPE
PVC PRESSURE RATED PIPE: SDR 21, ASTM D2241, SIX INCH PIPE
RESTRAINED JOINT PVC PIPE (DIRECTIONAL DRILL): Yelomine SDR 21,
ASTM D2241, SIX INCH PIPE (use only per approval of the District Engineer)
GASKETED JOINTS: ASTM D3212
GASKETS: ASTM F477FITTINGS: SDR 26 or better (NO fernco's allowed)DUCTILE IRON MECHANICAL COUPLING WITH PROPER FITTINGSPRIVATE GRINDER PUMPS ACCEPTABLE PIPE MATERIAL: IF CONNECTING INTO A LOW PRESSURE FORCE MAIN-
- CTRWD must be contacted for explanation of allowable pumps and pump requirements
-1.25" HDPE DR11 IPS (TYP.) connections are to be made with
(Polypropylene or Stainless Steel) Compression Fittings or Electrofusion
ALL PUMP CONNECTIONS
-Pumps located more than 3' perpendicular to or run longitudinally along the building for more than 3' shall have a cleanout
installed and the pipe shall be transitioned to 6" SDR 35 pipe for connection into the pump station.
CLEAN OUTS ARE TO BE LOCATED NO MORE THAN THREE FEET FROM THE FOUNDATION AND FOR
GRAVITY LATERALS NO MORE THAN 100 FEET APART (please see Clean Out Details Type 2 and Type 3 formultiple cleanout installation requirements).CLEAN OUT CAP REQUIREMENTS: 6" PVC Threaded Caps7. Bedding: Use Number 8 crushed stone or Number 8 fractured face aggregate Number 8 stone backfill material is to be placed from 6 inches below to 12 inches above the pipe The trench should be a minimum of 18 inches wide (six inches on both sides of the pipe)
8. Laterals shall be installed no closer than 20 feet from water wells unless PVC pressure grade pipe is used meeting SDR 21 and ASTM D2241.
Any proposed installation requiring pressure pipe shall be reviewed and accepted by the District and the District's engineer prior to installation.
9. Where a transition is made between SDR 35 pipe and pressure grade SDR 21 pipe, a ductile iron gasketed mechanical coupling shall be used.
10. Laterals shall terminate within 3 feet of the building unless the conditions in item #3 above are met. No glued pipe shall be installed outside
three feet of building foundation walls.
11. Additional information on District standards and specifications may be obtained from the District's office during business hours of 8:00a.m. to
4:30 p.m. Monday through Friday: All District standards can be located on our web site at http://www.ctrwd.org.
Clay Township Regional Waste District
10701 North College Suite A.
Indianapolis, Indiana 46280Phone: 844-9200 Fax: 844-920312. Septic effluent shall not be pumped out into the sanitary sewer system.13. The District shall inspect ALL laterals. Please call the District office at 844.9200 24 hours prior to time of inspection14. Contractors shall lay 14 gauge-solid wire the entire length of the lateral. Wire is to be placed on top of the lateral. The District inspector willverify placement of the wire. After inspection, bedding is to be placed on top.
15. All exteriors structures and piping are subject to be tested and/or televised upon the Districts discretion. Examples of structures that may be
included are manholes, grit interceptors, pump pits, grease interceptors, etc. Testing requirements are to verify that all structures are watertight
and that they conform to the Districts I/I Policy.
16. Call before you dig! IUPPS- Indiana 811, 48 hours prior to digging.
Lateral-rev.11-09-11rh
NOTE
SEPARATOR WILL REQUIRE TESTING
AS DIRECTED BY C.T.R.W.D. TO VERIFY
THAT STRUCTURE IS WATERTIGHT
REVISION RECORD
11/17/2017
PROJECT NUMBER
DRAWING NUMBER
SHEET OF
SCALE:
DATE:
DWN BY:
CHKD. BY:CIVIL SITE GROUP, INC.GROUP, INC.PR
O
FESS
IONA L E NG INEERIND
IA NA
PE10910647STATE OF
-oNREGISTERE
DBRIAN S CRO
S
STER.005
C7.2INDIANAPOLIS, INDIANA 46220725 E. 65th STREET, STE. 300THOMAS ENGLISH RETAIL REAL ESTATEGENERAL DETAILSLOT '1A' of NORTH AUGUSTA9835 MICHIGAN ROADCARMEL, INDIANA 46032PAVEMENT MANHOLE
PLAN VIEW
PLAN VIEW
CROSS SECTION
PAVEMENT INLET TYPE "A"
***NOTE: BACKFILL AROUND THE PERIMETEROF THE STRUCTURE IS DICTATED BY THEINFLUENT/EFFLUENT CONNECTING PIPE
MATERIAL (I.E. RCP, HDPE, PVC)
94 Hutchins Drive
Portland, Maine 04102
tel: (207) 756-6200
fax: (207) 756-6212
email: hiltech@hil-tech.com
Hydro
International TM
NO STEP NO STEPSTR.#701 - 5FT DIA. BMP DIVERSION MANHOLE
INV.-877.90 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 AFISH SHALL ALSO BE CAST WITH THE LETTERS.
11/17/2017
REVISION RECORD
’
’
’
PROJECT NUMBER
DRAWING NUMBER
SHEET OF
SCALE:
DATE:
DWN BY:
CHKD. BY:CIVIL SITE GROUP, INC.GROUP, INC.PR
O
FESS
IONA L E NG INEERIND
IA NA
PE10910647STATE OF
-oNREGISTERE
DBRIANSCRO
S
S
TER.005
C9.0INDIANAPOLIS, INDIANA 46220725 E. 65th STREET, STE. 300THOMAS ENGLISH RETAIL REAL ESTATESPECIFICATIONSLOT '1A' of NORTH AUGUSTA9835 MICHIGAN ROADCARMEL, INDIANA 46032
1G2G3G4JB-15G6LB-17LB-18MB-29HB-10.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.00.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.00.5 0.4 0.0 0.00.0 0.0 0.00.0 0.0 0.01.3 1.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.9 1.1 1.1 1.0 0.8 0.7 0.6 0.5 0.5 0.5 0.4 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.02.15.40.91.4 1.7 1.51.3 1.0 0.8 0.8 0.7 0.7 0.7 0.6 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.00.0 0.0 0.02.67.51.72.6 2.5 2.1 1.81.41.21.11.01.1 1.10.9 0.5 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.00.0 0.0 0.02.8 5.63.8 4.2 2.9 2.3 2.2 2.01.71.61.5 1.5 1.51.2 0.7 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.00.0 0.0 0.02.8 3.77.9 5.2 2.7 2.1 2.2 2.3 2.2 2.0 1.9 1.9 2.2 2.0 1.1 0.5 0.2 0.1 0.0 0.0 0.0 0.00.0 0.0 0.02.8 9.45.6 4.8 2.4 1.9 2.2 2.5 2.5 2.4 2.2 2.2 2.7 3.1 1.6 0.6 0.2 0.1 0.0 0.0 0.0 0.00.0 0.0 0.02.4 9.12.4 2.9 2.2 1.9 2.3 2.6 2.8 2.6 2.4 2.4 2.8 3.11.70.7 0.3 0.1 0.0 0.0 0.0 0.00.0 0.0 0.01.72.30.5 1.3 2.0 1.9 2.0 2.3 2.7 2.8 2.6 2.4 2.4 2.7 3.2 1.8 0.7 0.3 0.1 0.0 0.0 0.0 0.00.0 0.0 0.11.2 1.7 2.3 7.6 7.6 6.2 3.4 2.7 1.9 1.5 1.6 1.8 2.0 2.2 2.4 2.6 2.6 2.4 2.2 2.2 2.7 3.0 1.5 0.5 0.2 0.1 0.0 0.0 0.0 0.00.0 0.0 0.1 0.2 0.7 1.2 1.9 2.94.43.9 3.3 3.3 2.4 1.7 1.8 2.0 2.2 2.4 2.5 2.4 2.2 2.0 1.8 1.9 2.1 1.9 1.0 0.5 0.2 0.1 0.0 0.0 0.0 0.00.0 0.0 0.1 0.2 0.5 0.7 0.9 1.2 1.61.7 1.71.8 1.8 1.61.72.1 2.4 2.5 2.3 2.01.7 1.5 1.4 1.4 1.41.2 0.7 0.3 0.2 0.1 0.0 0.0 0.0 0.00.0 0.0 0.1 0.2 0.3 0.5 0.6 0.7 0.8 0.9 1.0 1.01.1 1.11.31.5 1.71.81.51.31.11.0 0.9 1.0 1.0 0.8 0.5 0.3 0.1 0.1 0.0 0.0 0.0 0.00.0 0.0 0.1 0.1 0.2 0.3 0.4 0.5 0.5 0.6 0.6 0.7 0.8 0.9 1.0 1.21.4 1.41.3 1.0 0.8 0.7 0.7 0.7 0.7 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.00.0 0.0 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.5 0.4 0.4 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.00.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.00.10.10.10.20.20.30.30.30.30.30.20.30.30.20.20.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.20.20.20.20.10.20.20.30.30.20.20.10.10.10.10.10.10.10.10.20.20.20.30.30.30.30.30.30.30.30.30.30.30.30.20.20.10.10.00.00.00.00.00.00.10.10.10.10.10.10.00.00.00.00.0MICHIGAN ROAD
Calculation SummaryLabelAvgMaxMinAvg/MinMax/Min# PtsProperty + 40 Ft0.669.40.0N.A.N.A.750Property Line0.130.30.0N.A.N.A.95Drive Entry & Exit - Lower0.771.10.51.542.203Drive Entry & Exit - Upper0.320.50.13.205.005Hardscape1.979.40.119.7094.00214Main Parking1.724.40.28.6022.00170Luminaire ScheduleSymbolQtyLabelArrangedTLLLLFDescriptionBUG Rating4GSINGLEN.A.0.90New Fixt 36W LED T3 10'-0 Mtg Ht Wall Mt (4000K/16 LED's/4548 Lumens/700mA) Visionaire V-Sconce VSC-1-T3-16LC-7-4K-UNVB1-U0-G11HB-1SINGLEN.A.0.90New Base, Pole & Fixt 70W LED T3 CLS 24'-0 Mtg Ht (4000K/32 LED's/7062 Lumens/700mA) Visionaire VSX-1-T3-32LC-7-4K-XXX_CLSB1-U0-G31JB-1SINGLEN.A.0.90New Base, Pole & Fixt 70W LED T3 24'-0 Mtg Ht (4000K/32 LED's/7820 Lumens/700mA) Visionaire VSX-1-T3-32LC-7-4K-XXXB1-U0-G22LB-1SINGLEN.A.0.90New Base, Pole & Fixt 70W LED T5W CLS 24'-0 Mtg Ht (4000K/32 LED's/7039 Lumens/700mA) Visionaire VSX-1-T5W-32LC-7-4K-XXX_CLSB1-U0-G31MB-2BACK-BACKN.A.0.90New Base, Pole & Fixt 70W LED T5W 24'-0 Mtg Ht (4000K/32 LED's/7796 Lumens/700mA) Visionaire VSX-1-T5W-32LC-7-4K-XXXB3-U0-G2ENGINEER SEALREVISIONSCAD AGI SHEET DESCRIPTION ENGINEER INFOSHEET#:
REV #:1111 HIGHWAY 25 NORTHSUITE 201BUFFALO MN 55313PH:763.684.1548FAX:763.682.9048DATEINIT DESCRIPTION#LEDPHOTOMETRICPLAN &SURFACE MOUNTFIXTURESPECIFICATIONSHEETSN/ASL3.0 011.13.2017G.CREWSJ. MACKEYPROJECT INFOPROJECT #ISSUE DATEDESIGN LEVEL 1LED PHOTOMETRIC PLANSCALE: 1" = 20'TE171113-0BASED ON THE INFORMATION PROVIDED, ALL DIMENSIONS AND LUMINAIRE LOCATIONSSHOWN REPRESENT RECOMMENDED POSITIONS. THE ENGINEER AND/OR ARCHITECTMUST DETERMINE APPLICABILITY OF THE LAYOUT TO EXISTING OR FUTURE FIELDCONDITIONS.THE LIGHTING PATTERN REPRESENTS ILLUMINATION LEVELS CALCULATED FROMLABORATORY DATA TAKEN UNDER THE CONTROLLED CONDITIONS UTILIZING CURRENTINDUSTRY STANDARD LAMP RATINGS IN ACCORDANCE WITH ILLUMINATINGENGINEERING SOCIETY APPROVED METHODS. ACTUAL PERFORMANCE OF ANYMANUFACTURER'S LUMINAIRE MAY VARY DUE TO VARIATION IN ELECTRICAL VOLTAGE,TOLERANCE IN LAMPS, AND OTHER VARIABLE FIELD CONDITIONS.FOR ADDITIONAL LIGHTING INFORMATION CONTACT:PH: 763.684.1548LOT 1ANORTH AUGUSTA9835 MICHIGAN ROADCARMEL. IN 46032OWNER INFO
THOMES ENGLISHRETAIL REAL ESTATE725 EAST 65TH STREETSUITE 300INDIANAPOLIS, IN 46220NCONCRETE POLELIGHT FIXTUREFINISHED GRADE24'21'3'STRAIGHT- SQUARE OR ROUNDBASESTEEL POLE 2POLE DETAIL PARKING LOTSCALE: NTSLIGHT POLEON CONDUITSBASE PLaTE COVERPROVIDE BUSHINGSMIN.3'-0"COPPER CLAD24"3" CLEAR3" CLEARZDIA.GROUND RODMIN.GRADE LEVELCONDUITS (PVC) SCH 40 WITHLONG SWEEP ELBOWSDIMENSION SCHEDULE**X=TBDY=3'-0"Z=2'-0"OPPOSITE HANDHOLEGROUND LUG INsIDE POLE1" FORMED CHAMFER**THIS POLE FOOTING DETAIL IS TYPICAL, FOR INFORMATIONAL PURPOSES ONLY;ACTUAL FOOTING SHOULD BE DESIGNED FOR THE SPECIFIC APPLICATION AND LOCATIONWITH CONSIDERATION TO ACTUAL REQUIRED SEISMIC, SOIL, WIND LOAD CONDITIONS, ETC.3LIGHT POLE BASE DETAIL TYP.SCALE: NTS4SURFACE MOUNT FIXTURE TYPE GSPECIFICATION SHEETS
ENGINEER SEALREVISIONSCAD AGI SHEET DESCRIPTION ENGINEER INFOSHEET#:
REV #:1111 HIGHWAY 25 NORTHSUITE 201BUFFALO MN 55313PH:763.684.1548FAX:763.682.9048DATEINIT DESCRIPTION#POLE MOUNTFIXTURESPECIFICATIONSHEETSN/ASL3.1 011.13.2017G.CREWSJ. MACKEYPROJECT INFOPROJECT #ISSUE DATEDESIGN LEVEL 3TE171113-0BASED ON THE INFORMATION PROVIDED, ALL DIMENSIONS AND LUMINAIRE LOCATIONSSHOWN REPRESENT RECOMMENDED POSITIONS. THE ENGINEER AND/OR ARCHITECTMUST DETERMINE APPLICABILITY OF THE LAYOUT TO EXISTING OR FUTURE FIELDCONDITIONS.THE LIGHTING PATTERN REPRESENTS ILLUMINATION LEVELS CALCULATED FROMLABORATORY DATA TAKEN UNDER THE CONTROLLED CONDITIONS UTILIZING CURRENTINDUSTRY STANDARD LAMP RATINGS IN ACCORDANCE WITH ILLUMINATINGENGINEERING SOCIETY APPROVED METHODS. ACTUAL PERFORMANCE OF ANYMANUFACTURER'S LUMINAIRE MAY VARY DUE TO VARIATION IN ELECTRICAL VOLTAGE,TOLERANCE IN LAMPS, AND OTHER VARIABLE FIELD CONDITIONS.FOR ADDITIONAL LIGHTING INFORMATION CONTACT:PH: 763.684.1548LOT 1ANORTH AUGUSTA9835 MICHIGAN ROADCARMEL. IN 46032OWNER INFO
THOMES ENGLISHRETAIL REAL ESTATE725 EAST 65TH STREETSUITE 300INDIANAPOLIS. IN 462201SURFACE MOUNT FIXTURE TYPE HB-1SPECIFICATION SHEETSPOLE MOUNT FIXTURE TYPE JB-1SPECIFICATION SHEETS2POLE MOUNT FIXTURE TYPE LB-1SPECIFICATION SHEETS4SPECIFICATION SHEETSPOLE MOUNT FIXTURE TYPE MB-1
6,060± G
S
F
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F.F.E. = 88
5.
2
5
MICHIGAN ROAD
(US
421)
W
A
L
N
U
T
C
R
E
E
K
D
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V
EWALNUT CREEK
DRIVE
E30' GREENBELT
BICYCLE
R
A
C
K
S
(QTY. 2, 4
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S
)
PER CAR
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-
0
2.
B
PROJECT NUMBER
DRAWING NUMBER
SHEET OF
SCALE:
DATE:
DWN BY:
CHKD. BY:CIVIL SITE GROUP, INC.GROUP, INC.PR
O
FESS
IONA L E NG INEERIND
IA NA
PE10910647STATE OF
-oNREGISTERE
DBRIANSCRO
S
S
TER.005
L1.0INDIANAPOLIS, INDIANA 46220725 E. 65th STREET, STE. 300THOMAS ENGLISH RETAIL REAL ESTATELANDSCAPE PLANLOT '1A' of NORTH AUGUSTA9835 MICHIGAN ROADCARMEL, INDIANA 46032REVISION RECORD
ENGINEER:
SURVEYOR:
OWNER:
NOTE
REFER TO ARCHITECTURAL &
FOUNDATION PLANS FOR ALL
BUILDING DIMENSIONS.
ARCHITECT:
TOPOGRAPHIC & BOUNDARY NOTE
LEGEND:
11/17/2017
CONTRACTOR NOTE
NO EARTH DISTURBING ACTIVITY MAY COMMENCEWITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT.
FOUNDATION PLANTINGS
SHRUBS PROVIDED = 59
Myrica pennslyvanica Northern Bayberry (Qty. 10)
(Min. 18" Height)
Juniperus Chinesis 'Kallays Compact' Kallay
Pfitzer Juniper (Qty. 13) - (Min. 18" Height)
Boxus x Koreana 'Green Velvet' Boxwood
(Qty. 21) - (Min. 18" Height)
Spirea japonica 'Shibori' Peppermint Stick Spirea
(Qty. 18) - (Min. 18" Height)
Glenditsia triacanthos - Thornless Honey Locust (Qty. 3)
(Min. 2.5" Caliper 6" Above Ground & 8' Height)
INTERIOR PARKING LOT LANDSCAPING
TOTAL PARKING SPACES = 45
ONE (1) SHADE TREE FIVE (5) SHRUBS REQUIRED FOR
EVERY TEN (10) PARKING SPACES.
TREES PROVIDED / REQUIRED = 5 / 5
SHRUBS PROVIDED / REQUIRED = 23 / 23
Liriodendron tulipifera - Tuliptree (Qty. 1)
(Min. 2.5" Caliper 6" Above Ground & 8' Height)
Physocarpus capitus Diablo Ninebark (Qty. 3)
(Min. 18" Height)
Viburnum rhytidophyllum Leatherleaf Viburnum
(Qty. 3) - (Min. 18" Height)
LINEAL FEET OF LEVEL 'A' PERIMETER PARKING = 254'
THREE (3) SHADE TREES, TWO (2) ORNAMENTAL TREES
& FIFTEEN (15) SHRUBS PER 100 LINEAR FEET.
ORNAMENTAL TREES PROVIDED / REQUIRED = 6 / 6
SHADE TREES PROVIDED / REQUIRED = 8 / 8
SHRUBS PROVIDED / REQUIRED = 40 / 40
Myrica pennslyvanica Northern Bayberry (Qty. 14)
**Limelight Hydrangea Substituted (Min. 18" Height)
Viburnum rhytidophyllum Leatherleaf Viburnum
(Qty. 7) - (Min. 18" Height)
Liriodendron tulipifera - Tuliptree (Qty. 2)
(Min. 2.5" Caliper 6" Above Ground & 8' Height)
PERIPHERAL PLANTINGS / BUFFERYARDS
Physocarpus capitus Diablo Ninebark (Qty. 5)
(Min. 18" Height)
Cornus Kousa Chinensis - Flowering Dogwood (Qty. 3)
(Min. 1.5" Caliper 6" Above Ground & 8' Height)
Glenditsia triacanthos - Thornless Honey Locust (Qty. 4)
(Min. 2.5" Caliper 6" Above Ground & 8' Height)
Zelkova serrata 'Green Vase' - Japanese Zelkova (Qty. 4)
(Min. 2.5" Caliper 6" Above Ground & 8' Height)
Ulmus americana - American Elm (Qty. 4)
(Min. 2.5" Caliper 6" Above Ground & 8' Height)
30' GREENBELT LANDSCAPING
GREENBELT L.F. (US 421 & ACCESS RD.) = 200'±
THREE (3) SHADE TREES & ONE (1) ORNAMENTAL TREE
PER 100 LINEAR FEET; & 30 SHRUBS PER 100 LINEAR
FEET FOR 5' PLANTING STRIP.
SHADE TREES PROVIDED/REQUIRED = 6 / 6
ORNAMENTAL TREES PROVIDED/REQUIRED = 2 / 2
SHRUBS PROVIDED / REQUIRED = 62 / 60
Liriodendron tulipifera - Tuliptree (Qty. 3)
(Min. 2.5" Caliper 6" Above Ground & 8' Height)
Cercis canadensis - Eastern Redbud (Qty. 2)
(Min. 1.5" Caliper 6" Above Ground & 6' Height)
Zelkova serrata 'Green Vase' - Japanese Zelkova (Qty. 3)
(Min. 2.5" Caliper 6" Above Ground & 8' Height)
Zelkova serrata 'Green Vase' - Japanese Zelkova (Qty. 1)
(Min. 2.5" Caliper 6" Above Ground & 8' Height)
Boxus x Koreana 'Green Velvet' Green Velvet
Boxwood (Qty. 17) - (Min. 18" Height)
IRRIGATION NOTE
Miscanthus sinensis 'Gold Breeze' (Qty. 14)
(Min. 18" Height)
PERIMETER PARKING ALONG SITE PARKING = 266'
FOUR (4) SHADE TREES, & TWENTY (20) SHRUBS PER100 LINEAR FEET.
33-08 INNOVATIVE LANDSCAPE DESIGN
1) NATIVE TREES
2) ASYMMETRICAL OR CURVILINEAR FOUNDATION PLANTING AREAS.
Viburnum rhytidophyllum Leatherleaf (Qty. 10) - (Min. 18" Height)
Physocarpus capitus Diablo Ninebark (Qty. 8) - (Min. 18" Height)
Miscanthus sinensis 'Gold Breeze' (Qty. 9) - (Min. 18" Height)
Juniperus Chinesis 'Kallays Compact' Kallay Pfitzer (Qty. 8) - (Min. 18" )
Myrica pennslyvanica Northern Bayberry (Qty. 13) - (Min. 18" Height)
Spirea japonica 'Shibori' Peppermint Stick (Qty. 14) - (Min. 18" Height)
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 thatthe underground utilities comprise all such utilities in the area, eitherin-service or abandoned. The surveyor further does not warrant that theunderground utilities shown are in the exact location indicated although thesurveyor does certify that they are located as accurately as possible frominformation available. The surveyor has not physically located theunderground utilities.
SHEET
DWN. BY:
PROJECT NUMBER
CHKD. BY:
SCALE:
DATE:
OF
PREPARED FOR:
BROWNSBURG, INDIANA 4611223-B NORTH GREEN STREET
CENTRAL STATES CONSULTING, LLC
PHONE: 317-858-8662 FAX: 317-858-8672
PREPARED BY:
THOMAS ENGLISH REAL ESTATE LLC725 EAST 65th STREET, SUITE 300
CARMEL, INDIANA9805 Michigan Road
INDIANAPOLIS, INDIANA 46220
LAND TITLE SURVEY
ALTA/NSPS/TOPOGRAPHIC
17-035RJM
DRM
04-11-2017
1" = 20'11
LEGEND:
9600013STATE OF
No.DONAL D R.MOS
S
ONRE G I STERE
D
INDIA N AL
ANDSUR V E Y ORVERTICAL DATUM:
VICINITY MAP
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