HomeMy WebLinkAboutPacket for COM 12-05-23HARVEST CHURCH
14550 River Road
Carmel, IN 46033
Docket No. PZ-2023-00254
ADLS AMENDMENT
December 5, 2023
Carmel Commercial Commi ee
Applicant: Harvest Bible Chapel of
North Indianapolis, Inc.
Engineer: CrossRoad Engineers, P.C.
A n: Dus n Myers
317-780-1555
Table of Contents
Explanation of Request ........................................................................... 1
Location Map ........................................................................................... 2
2013 Masterplan ...................................................................................... 3
Phase 2 Plan Over Aerial Image ............................................................ 4
Phase 2 Site Plan.................................................................................... 5
Phase 2 Architectural Sheets ............................................................. 6-8
Phase 2 Color Building Elevations & Rendering ............................. 9-10
Phase 2 Landscape Plan ...................................................................... 11
Phase 2 Photometric Plan .................................................................... 12
Phase 2 Signage ................................................................................... 13
Phase 2 Dumpster Enclosure ............................................................... 14
Phase 2 Engineered Development Plans ....................................... 15-26
115 N. 17TH AVE., BEECH GROVE, IN 46107 // 317.780.1555 // CROSSROADENGINEERS.COM PAGE 1 of 1
November 21, 2023
Carmel Plan Commission
One Civic Square
Carmel, IN 46032
RE: Harvest Church – Docket No. PZ-2023-00254
Dear Commissioner:
The Harvest Church would like to complete their vision and construct the remaining portion of
their masterplan that was reviewed and approved in 2013 under docket number 13040011
DP/ADLS. The existing facility is located at 14550 River Road, which is on the west side of River
Road, approximately 1,300 feet south of the 146th Street and River Road intersection in the City
of Carmel.
The proposed improvements shall encompass approximately 6.8 acres of the overall 17.8-acre tract
of land that the Church purchased in 2013. It is desired to construct a ±37,000 square foot building
expansion that will include a new sanctuary. A parking lot addition, new hardscape and landscape
areas, and signage are also being proposed for the buildout.
The Church’s request is detailed within this informational packet, which includes a location map,
the previously approved masterplan, building elevations and renderings, site and landscaping
plans, a photometric plan, and signage details. As illustrated, the proposed improvements are
complimentary to its surroundings and comply with the standards and requirements of the
underlying PUD Ordinance within the Legacy.
Please feel free to call me at 317-780-1555 ext. 122 if you should have any questions or need
additional information on these subjects.
Sincerely,
CrossRoad Engineers, P.C.
Dustin J. Myers
Project Manager
HARVEST CHURCH
LOCATION MAP
NORTHPHASE 2 AREA
PHASE 1
AREA
RIVER ROAD
NORT
H
RIVER ROADNORTH
W W W W W W W W O
H
U
O
H
U
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU CO
CO
CO
CO
CO
GAS
GAS GAS
GAS
W W W
5298R\W MarkerEL=751.04
5298R\W MarkerEL=751.04
5298R\W MarkerEL=751.04
5298R\W MarkerEL=751.04
5298R\W MarkerEL=751.04
5298R\W MarkerEL=751.04
5298R\W MarkerEL=751.04
5298R\W MarkerEL=751.04
2740Water ValveEL=751.35 2740Water ValveEL=751.35
STST
F
D
C
FD
C
S
S
S
OHU OHU OHU OHU OHU OHU OHU CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV GASGASG
A
S
GASGASGA
S
CARPINUS BETULUS FASTIGIATA // FASTIGIATA HORNBEAM--QUANTITY 8
PLATANUS X ACERIFOLIA // LONDON PLANE TREE--QUANTITY 19
ULMUS AMERICANA 'VALLEY FORGE' // VALLEY FORGE ELM--QUANTITY 31
AMELANCHIER CANADENSIS // SERVICEBERRY--QUANTITY 24
BUXUS X 'GREEN VELVET' // BOXWOOD--QUANTITY 158
CARPINUS BETULUS 'FRANS FONTAINE' // FRANS FONTAINE HORNBEAM--QUANTITY 22
HYDRANGEA MACROPHYLLA // HYDRANGEA--QUANTITY 68
VIBURNUM RHYTIDOPHYLLUM // Leather Leaf VIBURNUM--QUANTITY 122
CALAMAGROSTIS X ACUTIFLORA // Karl Forester Reed Grass--QUANTITY 30
Existing Street Trees
TAXUS X MEDIA HICKSII // Hicks Yew--QUANTITY 32
LANDSCAPE LEGEND
LANDSCAPE NOTES
(3) PA
(4) PA
(4) PA
(4) PA
(8) HM
(2) CBFF
(27) VR
(30) BU
(6) CBF
(1) AC
(7) HM
(9) VR
(6) HM
(2)VR
(1) AC
(2) UAVF
(2) UAVF
(2) UAVF
(7) VR
(2) UAVF
(2) UAVF
(5) VR
(2) UAVF
(2) UAVF
(8) VR
(2) UAVF
(7) HM (1) CBF
(30) BU
(3) UAVF
(32) TMH
(12)AC
(6) HM
(3) AC
(3) UAVF
(1) PA
(6)CBFF
(30) CA 'KF'
(4) AC
(50) BU
(3) AC(3) UAVF
(1) CBF
(2) CBFF
(3) HM
(3) VR
(2) CBFF
(3) HM
(8) VR
(2) CBFF
(3) HM
(18) VR
(2) UAVF
(2) UAVF
(2) UAVF
(2) UAVF
(23) VR
(16) BU
(2) HM
(2) CBFF
(19) BU
(4) HM
(3) HM
(6) HM
(8) HM
(22) BU
(7) HM
(11) VR
(3) CBFF
(3) CBFF
CBFF
PA
UAVF
AC
CBFF
VR
BU
TMH
HM
CA 'KF'
1. THE GENERAL CONTRACTOR IS RESPONSIBLE
FOR REMOVING ALL VEGETATION AND LEAVING ALL
LANDSCAPE AREAS AT TWO INCHES BELOW FINAL
GRADE, EXCEPT FOR THE DETENTION POND AREA;
GENERAL CONTRACTOR IS RESONSIBLE FOR
BRINGING THE POND AREA TO FINAL GRADE. THE
LANDSCAPE CONTRACTOR WILL PROVIDE AND
SPREAD A COMPACTED TWO INCH DEPTH OF LOAY
TOPSOIL IN ALL TURF AREAS - BRINGING THESE
AREAS TO TOP OF CURB / FINAL GRADE
(COMPACTED). THE LANDSCAPE CONTRACTOR WILL
PROVIDE AND INSTALL A FOUR INCH DEPTH OF
PLANTING MIX TO ALL PLANTING BEDS CROWNING
FOR PROPER DRAINAGE.
2. A THREE INCH DEPTH OF SHREDDED
HARDWOOD BARK MULCH WILL BE USED AS A
TOPDRESSING FOR ALL PLANTING BEDS AND TREE
RINGS.
3. LANDSCAPE CONTRACTOR SHALL MAKE OWN
PLANT QUANTITY TAKEOFFS USING DRAWINGS,
SPECIFICATIONS, AND PLANT SCHEDULE. PLANT
SCHEDULE REQUIREMENTS (I.E. SPACING) DICTATE,
UNLESS OTHERWISE DIRECTED BY THE LANDSCAPE
DESIGNER. LANDSCAPE CONTRACTOR TO VERIFY
BED MEASUREMENTS AND INSTALL APPROPRIATE
QUANTITIES AS GOVERNED BY THE PLANT SPACING
PER THE SCHEDULE. NSURE ALL MINIMUM
REQUIREMENTS OF THE LOCAL GOVERNING
AUTHORITY ARE MET (I.E. MINIMUM PLANT
QUANTITIES).
4. NO SUBSTITUTIONS OF PANT MATERIALS WILL
BE ALLOWED. IF PLANTS ARE NOT AVAILALE, THE
LANDSCAPE CONTRACTOR SHALL NOTIFY THE
LANDSCAPE DESIGNER IN WRITING (VIA PROPER
CHANNELS). PLANTS MAY BE INSPECTED AND
APPROVED OR REJECTED ON THE JOBSITE BY THE
OWNER OR THE OWNER'S REPRESENTATIVE.
5. LANDSCAPE CONTRACTOR IS RESPONSIBLE
FOR THE LANDSCAPE MAINTENANCE OF THIS
PROJECT UNTIL FINAL ACCEPTANCE. TURF AREAS
WILL NOT E ACCEPTED UNTIL THEY AREA AT A
MINIMUM OF 1-1/2 INCCHES TALL, AND NO BARE
AREAS LARGER THAN 12 SQUARE INCHES.
PARKING AREA
REQUIRED REQUIRED PROVIDED
(1) SHADE TREE
PER (9) PARKING
SPACES
FOR (297) SPACES
(33) SHADE TREES (35) SHADE TREES
LOT PERIMETER LANDSCAPING
REQUIRED / PROVIDEDEDGE
367.41' = (12) SHADE TREES / (12) ORNAMENTAL
TREES / (68) SHRUBSNORTH
EAST
SOUTH
WEST
287.43' = (10) SHADE TREES / (9) ORNAMENTAL
TREES / (45) SHRUBS
411.96' = (14) SHADE TREES / (13) ORNAMENTAL
TREES / (107) SHRUBS
718.56' = (22) SHADE TREES / (22) ORNAMENTAL
TREES / (145) SHRUBS
STREET TREE PLANTING
STREET
RIVER ROAD 641.45' = (17) TREES [16 EXISTING]
REQUIRED / PROVIDED
BUILDING BASE LANDSCAPING
BUILDING
FRONTAGE
172'(4) SHADE TREES / (2) ORNAMENTAL TREES
/ (18) SHRUBS
REQUIRED / PROVIDED
MASTER PLAN
SCALE: 1/128" = 1'-0"
sheet:
10.13.23 L1.0drawn by:
checked by:
JDV
JDV
GENERAL NOTES:
1. VERIFY UNDERGROUND UTILITY LOCATIONS PRIOR TO PLANT
INSTALLATION.
3. VERIFY FIELD CONDITIONS, NOTIFY LANDSCAPE DESIGNER OF
ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD
CONDITIONS.
4. REGRADE, REPAIR AND REPLANT ALL AREAS DISTURBED BY
CONSTRUCTION, THIS INCLUDES ANY AREAS OFF-PROPERTY AND
OR OTHERWISE NOT INDICATED ON PLANS.
5. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN LAWN
AND PLANTING BED AREAS.
6. MULCH PLANTING BEDS WITH 3"AA HARDWOOD MULCH.
7. TREES TO HAVE FULL HEAD AND TO BE APPROVED BY
LANDSCAPE DESIGNER.
PO Box 1076
Westfield, IN 46074
phone: 317-620-3040
ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR
REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE
PROPERTY OF DEVRIES DESIGN AND LANDSCAPE, LLC AND WERE
CREATED, EVOLVED, AND DEVELOPED FOR THE USE ON AND IN
CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE
IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR
DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY
PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF
DEVRIES DESIGN AND LANDSCAPE, LLC.
WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL
VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND
CONDITIONS ON THE JOB. THE DESIGNER MUST BE NOTIFIED OF
ANY VARIATION FROM THE DIMENSIONS AND CONDITIONS
SHOWN BY THESE DRAWINGS.
WARNING:
REPRODUCTION OF THESE PLANS IS A CRIMINAL OFFENSE UNDER
18 U.S.C. SEC. 506. UNAUTHORIZED DISCLOSURE MAY
CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION
OF I.C. 24-2-31-1 ET. SEQ. AND OTHER LAWS. THE IDEAS,
ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE
PATENTED OR BE THE SUBJECT OF PENDING PATENT
APPLICATION.
COPYRIGHT DEVRIES DESIGN AND LANDSCAPE.
MASTER PLAN FOR:
HARVEST BIBLE CHAPLE
14550 River Road
Carmel, IN 46033
Address:
C:\Users\jarro\DeVries Designs Dropbox\Marketing\logo\Final DeVries logo.jpg
C:\Users\jarro\DeVries Designs Dropbox\Marketing\logo\Final DeVries logo.jpg
C:\Users\Sarah Bilbrey\DeVries Designs Dropbox\Marketing\logo\DeVries sticker.jpg
C:\Users\Sarah Bilbrey\DeVries Designs Dropbox\Marketing\logo\DeVries sticker.jpg
4" PRECAST CONCRETE CAP
STRUCTURAL CONCRETE BRICK
COLOR TO MATCH BUILDING.
GALVANIZED STEEL GATE POST AND FRAME
WITH CEMENT FIBER PLANKS, COLOR TO
MATCH BUILDING.
6" POURED CONCRETE SLAB WITH
12" THICKENED PERIMETER, # 4 BARS
@ 12" O.C. BOTH WAYS.
GALVANIZED STEEL GATE POST AND FRAME
WITH CEMENT FIBER PLANKS, COLOR TO
MATCH BUILDING.
STRUCTURAL CONCRETE BRICK
COLOR TO MATCH BUILDING.
4" PRECAST CONCRETE CAP
4" PRECAST CONCRETE CAP
STRUCTURAL CONCRETE BRICK
COLOR TO MATCH BUILDING.
PROJECTLOCATIONPROJECT LOCATIONHARVEST CHURCH
PRELIMINARY
CONSTRUCTION
NOT FOR
DIRECTORY PATH: R:\Active\Bryan Lacey\Harvest Bible\Cad\PLANS 2023FILENAME: 100 TITLE SHEET - CONSTRUCTION PLANS.dwgDATE/USER : 11/20/2023 4:47 PM / Lcox
Development ConsultantsTransportation &HARVEST CHURCH14550 RIVER ROADCARMEL, INDIANAFINAL CONSTRUCTION PLANSVICINITY MAPLOCATION MAPOWNERHARVEST BIBLE CHAPEL OF NORTHINDIANAPOLIS, INC.14550 RIVER ROADCARMEL, IN 46033PHONE: (270) 929-9137CONTACT: MARTY BAKEREMAIL: mbaker@harvestnorthindy.orgNORTH
NORTH
PLAN INDEXSHEET #SUBJECTENGINEERCROSSROAD ENGINEERS, PC115 N. 17TH AVENUEBEECH GROVE, IN 46107PHONE: (317) 780-1555CONTACT: GREGORY J. ILKOEMAIL: gilko@crossroadengineers.com100100
TITLE SHEETUTILITIES
Tract B
Tract A RIVER ROADN32°37'45"E 270.95'L8L9L10N30°42'26"E 452.03'N18°08'46"E 316.21'L11S5
4
°
2
4
'
4
3
"
E
4
5
5
.
0
0
'L12S35°35'17"W 260.44'L1
L2L3
C1S21°48'03"W 191.51'L4
S21°14'47"W 288.92'L5L6
L7C2N
5
0
°
0
2
'
1
2
"
W
5
8
4
.
8
3
'
N84°19'47"E 164.5
3
'
TBM 402
146th STREET
TBM 2
HARVEST CHURCHPRELIMINARYCONSTRUCTIONNOT FOR DIRECTORY PATH: R:\Active\Bryan Lacey\Harvest Bible\Cad\PLANS 2023FILENAME: 200 TOPO-CARMEL.dwgDATE/USER: 10/19/2023 1:43 PM / LcoxDevelopment ConsultantsTransportation &200 200NORTHTOPOGRAPHICAL NOTES
UTILITIES
EXISTING LEGEND
BENCHMARK INFORMATION
FLOODPLAIN INFORMATION
LEGAL DESCRIPTION
TOPOGRAPHICAL SURVEY
Tract B
Tract A RIVER ROADN32°37'45"E 270.95'L8L9L10N30°42'26"E 452.03'N18°08'46"E 316.21'L11S5
4
°
2
4
'
4
3
"
E
4
5
5
.
0
0
'L12S35°35'17"W 260.44'L1
L2L3
C1S21°48'03"W 191.51'L4
S21°14'47"W 288.92'L5L6
L7C2N
5
0
°
0
2
'
1
2
"
W
5
8
4
.
8
3
'
N84°19'47"E 164.5
3
'
TBM 402
146th STREET
TBM 2
HARVEST CHURCHPRELIMINARYCONSTRUCTIONNOT FOR DIRECTORY PATH: R:\Active\Bryan Lacey\Harvest Bible\Cad\PLANS 2023FILENAME: 201 DEMO.dwgDATE/USER: 10/19/2023 1:43 PM / LcoxDevelopment ConsultantsTransportation &201 201NORTHDEMOLITION ANDPRE-CONSTRUCTION SWPPPEXISTING LEGEND
BENCHMARK INFORMATION
FLOODPLAIN INFORMATION
EROSION CONTROL NOTES
DEMOLITION NOTES
DEMOLITION LEGEND
SECTION A-A
TEMPORARY CONSTRUCTION
ENTRANCE DETAIL
ATTACHING TWO SILT FENCESSILT FENCE DETAIL
L8
L9
L10
N30°42'26
"
E
4
5
2
.
0
3
'
L2L3C1
S21°48'03"W 191.51'
S21°14'47"W 288.92'L4RIVER ROAD HARVEST CHURCHPRELIMINARYCONSTRUCTIONNOT FOR DIRECTORY PATH: R:\Active\Bryan Lacey\Harvest Bible\Cad\PLANS 2023FILENAME: 300 SITEDIM-CARMEL.dwgDATE/USER: 11/21/2023 8:03 AM / LcoxDevelopment ConsultantsTransportation &300 300SITE DIMENSION PLANSTOP SIGNAGE DETAILS
ADA SIGNAGE DETAILS
NORT
H
SITE DIMENSION NOTESSITE DIMENSION LEGEND
ADA SIGNAGE DETAILS
HANDICAP PARKING DETAILS
TYPICAL ADA PARKING PLAN ADA PARKING SIGNAGE
PROPOSED LEGEND
PARKING ANALYSIS
LAND COVERAGE
ANALYSIS
SIGNAGE DETAILS
SIGNAGE DETAILS
RIVER ROAD
L8
L9
L10
N30°42'26
"
E
4
5
2
.
0
3
'
L2L3C1
S21°48'03"W 191.51'
S21°14'47"W 288.92'L4HARVEST CHURCHPRELIMINARYCONSTRUCTIONNOT FOR DIRECTORY PATH: R:\Active\Bryan Lacey\Harvest Bible\Cad\PLANS 2023FILENAME: 400 UTILITY-CARMEL.dwgDATE/USER: 11/20/2023 4:38 PM / LcoxDevelopment ConsultantsTransportation &400 400EXISTING LEGENDPROPOSED LEGEND UTILITIES NOTES UTILITY PLANNORT
H
CLEANOUT IN PAVEMENT DETAILSANITARY SEWERS AND STORM SEWERS
REQUIREMENTS FOR WATER MAINS,
MINIMUM CROSSOVER AND SEPARATION
PLAN
ELEVATION
SERVICE CONNECTION FOR SHALLOW SEWERS
RIVER ROAD
L8
L9
L10
N30°42'26
"
E
4
5
2
.
0
3
'
L2L3C1
S21°48'03"W 191.51'
S21°14'47"W 288.92'L4HARVEST CHURCHPRELIMINARYCONSTRUCTIONNOT FOR DIRECTORY PATH: R:\Active\Bryan Lacey\Harvest Bible\Cad\PLANS 2023FILENAME: 500 GRADING-CARMEL.dwgDATE/USER: 11/20/2023 4:39 PM / LcoxDevelopment ConsultantsTransportation &500 500GRADING PLANNORT
H
800
800
GRADING LEGEND GRADING NOTES
BENCHMARK INFORMATION
RIVER ROAD
L8
L9
L10
N30°42'26
"
E
4
5
2
.
0
3
'
L2L3C1
S21°48'03"W 191.51'
S21°14'47"W 288.92'L4HARVEST CHURCHPRELIMINARYCONSTRUCTIONNOT FOR DIRECTORY PATH: R:\Active\Bryan Lacey\Harvest Bible\Cad\PLANS 2023FILENAME: 501 FLOOD ROUTING PLAN.dwgDATE/USER: 11/20/2023 4:39 PM / LcoxDevelopment ConsultantsTransportation &501 501FLOOD ROUTING PLANNORT
H
800
800
GRADING LEGEND GRADING NOTES
BENCHMARK INFORMATION
L9
L1010+0011+0012+00A HORZ. SCALE: 1"=20 VERT. SCALE: 1"=5
735
740
745
750
755
760
735
740
745
750
755
760
10+00 11+00 12+00 13+00753.23753.20753.60754.19754.24754.33755.18755.86755.93755.78754.94754.33753.57753.58753.63753.67753.68753.61753.74753.97754.35754.53754.50N30°42'26"E
4
5
2
.
0
3
'15+0016+0017+0018+00B HORZ. SCALE: 1"=20 VERT. SCALE: 1"=5
735
740
745
750
755
760
735
740
745
750
755
760
15+00 16+00 17+00 18+00 18+50754.21754.08754.08753.59752.97753.00753.00753.00753.02753.55754.36755.14754.90754.43754.50753.99754.08753.91753.66753.62753.77754.04754.73754.87754.93755.01754.57753.84HARVEST CHURCHPRELIMINARYCONSTRUCTIONNOT FOR DIRECTORY PATH: R:\Active\Bryan Lacey\Harvest Bible\Cad\PLANS 2023FILENAME: 600 DRAINAGE PLAN.dwgDATE/USER: 11/20/2023 4:42 PM / LcoxDevelopment ConsultantsTransportation &600 600NORT
H
PROPOSED LEGEND
DRAINAGE PLANNORT
H
POROUS ASPHALT UNDERDRAIN DETAIL
POROUS PAVEMENT PROTECTION PLAN
KEYMAP NORTH
RIVER ROAD
B
L8
L9
L10
N30°42'26
"
E
4
5
2
.
0
3
'
L2L3C1
S21°48'03"W 191.51'
S21°14'47"W 288.92'L4C
C
∅
∅
∅
∅
∅
∅
∅
∅
∅
∅
A
A
HARVEST CHURCHPRELIMINARYCONSTRUCTIONNOT FOR DIRECTORY PATH: R:\Active\Bryan Lacey\Harvest Bible\Cad\PLANS 2023FILENAME: 700 EROSION CONTROL PLAN.dwgDATE/USER: 11/20/2023 4:42 PM / LcoxDevelopment ConsultantsTransportation &700 700STORMWATER POLLUTIONPREVENTION PLANNORT
H
800
800
EROSION CONTROL LEGENDEROSION CONTROL NOTES
END SECTION RIPRAP APRON DIMENSIONS
SECTION A-A
TEMPORARY CONSTRUCTION
ENTRANCE DETAIL SILTSACK INLET FILTER DETAIL
®
ATTACHING TWO SILT FENCES
SILT FENCE DETAIL
CONCRETE WASHOUT DETAIL
AA
PLAN VIEW
SECTION A-A
HARVEST CHURCHPRELIMINARYCONSTRUCTIONNOT FOR DIRECTORY PATH: R:\Active\Bryan Lacey\Harvest Bible\Cad\PLANS 2023FILENAME: 701 SWPPP-CARMEL.dwgDATE/USER: 10/18/2023 4:20 PM / DjmyersDevelopment ConsultantsTransportation &701 701 SOIL MAP AND DESCRIPTION
STAPLE PATTERN DETAIL
EROSION CONTROL BLANKET
SLOPE GRADIENTSLOPE LENGTHFOX CLAY LOAM (FxC3)
OCKLEY SILT LOAM (OcA)
FOX CLAY LOAM URBAN LAND COMPLEX, serverly eroded (YfpD3)
OCKLEY SILT LOAM URBAN LAND COMPLEX (YoxA)
Hamilton County, Indiana (IN057)
GENERAL EROSION CONTROL REQUIREMENTS FOR COMPLIANCE
WITH IDEM GENERAL PERMIT RULES FOR STORM WATER RUNOFF
FROM CONSTRUCTION SITES
EROSION CONTROL PLAN INDEX
PLAN ELEMENTS
STORMWATER POLLUTION PREVENTION - DURING CONSTRUCTION
MONITORING AND MAINTENANCE GUIDELINES
CONSTRUCTION SEQUENCE & SCHEDULE OF EROSION CONTROL
IMPLEMENTATION
ADDITIONAL MATERIAL HANDLING AND SPILL PREVENTION PLAN
A.PURPOSE
B. PREVENTION AND READINESS
C. SPILL RESPONSE
·
·
·
·
·
·
·
·
·
·
·
D.THE FOLLOWING PROCEDURES AND PRACTICES WILL HELP PREVENT
UNNECESSARY SPILLS
·
·
·
·“”
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
RULE 5 EROSION CONTROL PLAN INDEX
ELEMENT SHEET ELEMENT SHEET ELEMENT SHEET ELEMENT SHEET
A4 701 A19 400 B4 700 & 701 B11 700 & 701
A5 701 A21 700 B5 700 & 701 B12 700 & 701
A6 700 A22 700 B6 700 & 701 B13 701
A15 700 A23 700 B7 700 & 701 B14 701
A16 700 B2 701 B9 700 & 701
A18 701 B3 701 B10 700 & 701
LEGAL DESCRIPTION
STORMWATER POLLUTION PREVENTION - POST CONSTRUCTION
STORMWATER POLLUTIONPREVENTION DETAILSOcAFxC3 YoxAYfpD3
RIVER ROADPROJECT LOCATION
PROJECT
LOCATION
NORTHVICINITY MAP
HARVEST CHURCHPRELIMINARYCONSTRUCTIONNOT FOR DIRECTORY PATH: R:\Active\Bryan Lacey\Harvest Bible\Cad\PLANS 2023FILENAME: 800 MISCELLANEOUS DETAILS.dwgDATE/USER: 10/19/2023 11:51 AM / LcoxDevelopment ConsultantsTransportation &800 800MISCELLANEOUS DETAILSRIGID PIPE BEDDING DETAIL
RCP AND VCP PIPE
PVC AND HDPE PIPE
FLEXIBLE PIPE BEDDING DETAIL
RACK DETAIL
SINGLE BICYCLE RACK
MULTIPLE BICYCLE
STRAIGHT CONCRETE CURB
CONCRETE SIDEWALK
PAVEMENT SECTION
CONCTRETE PARKING BARRIER
STANDARD ASPHALT PAVEMENT SECTION
POROUS ASPHALT PAVEMENT SECTION
HEAVY DUTY CONCRETE
(COIR LOG) DETAIL
STAKE DETAIL
FILTER TUBE/FILTER SOCK
CROSS SECTION
TOP VIEW DETAIL
ROCK CHUTE
ROCK CHUTE TYPICAL
ROCK CHUTE DETAIL
PRECAST CONCRETE END SECTION DETAIL
LONGITUDINAL SECTION
SECTION Z-Z
SECTION Y-Y
PLAN VIEW
Z
Z
Y
Y
SLOPE DETAIL
PRECAST CONCRETE END SECTION TABLE
TYPE "J" INLET
PLAN
SECTION A-A
HARVEST CHURCHPRELIMINARYCONSTRUCTIONNOT FOR DIRECTORY PATH: R:\Active\Bryan Lacey\Harvest Bible\Cad\PLANS 2023FILENAME: 900 SPECIFICATIONS.dwgDATE/USER: 10/17/2023 2:22 PM / DmyerDevelopment ConsultantsTransportation &900 900SPECIFICATIONSEARTHWORK
1. SCOPE OF WORK
2. BENCH MARKS
3. REMOVAL OF TREES
4. HANDLING OF TOPSOIL
5. DISPOSITION OF UTILITIES
6. SITE GRADING
7. EARTH WORK BALANCE
CITY OF CARMEL RIGHT-OF-WAY PAVING POLICY
1. GENERAL
2. FOUNDATION
CITY OF CARMEL CONCRETE CURB POLICY
1. General
2. Foundation
3. Aggregate Bases
4.Concrete Curb
STORM SEWER SYSTEMS
1. SCOPE OF WORK
2. STORM SEWER CONSTRUCTION
3. APPLICATION
3. AGGREGATE BASES
4. ASPHALT PAVEMENT
5. Inspections
6. Acceptance
3. APPLICATION
”
ADDITIONAL WATER ITEMS
1. HIGH DENSITY POLYETHYLENE (HDPE) PIPE
”
“”
2. HORIZONTAL DIRECTIONAL DRILLING (HDD)
WATER LINE SYSTEM
1. SCOPE OF WORK
2. MATERIALS
3. APPLICATION
5. INSPECTIONS
”
SANITARY SEWER SYSTEMS
1. SCOPE OF WORK
2. MATERIALS
W W W W W W W W O
H
U
O
H
U
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU CO
CO
CO
CO
CO
GAS
GAS GAS
GAS
W W W
5298R\W MarkerEL=751.04
5298R\W MarkerEL=751.04
5298R\W MarkerEL=751.04
5298R\W MarkerEL=751.04
5298R\W MarkerEL=751.04
5298R\W MarkerEL=751.04
5298R\W MarkerEL=751.04
5298R\W MarkerEL=751.04
2740Water ValveEL=751.35 2740Water ValveEL=751.35
STST
F
D
C
FD
C
S
S
S
OHU OHU OHU OHU OHU OHU OHU CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV GASGASG
A
S
GASGASGA
S
CARPINUS BETULUS FASTIGIATA // FASTIGIATA HORNBEAM--QUANTITY 8
PLATANUS X ACERIFOLIA // LONDON PLANE TREE--QUANTITY 19
ULMUS AMERICANA 'VALLEY FORGE' // VALLEY FORGE ELM--QUANTITY 31
AMELANCHIER CANADENSIS // SERVICEBERRY--QUANTITY 24
BUXUS X 'GREEN VELVET' // BOXWOOD--QUANTITY 158
CARPINUS BETULUS 'FRANS FONTAINE' // FRANS FONTAINE HORNBEAM--QUANTITY 22
HYDRANGEA MACROPHYLLA // HYDRANGEA--QUANTITY 68
VIBURNUM RHYTIDOPHYLLUM // Leather Leaf VIBURNUM--QUANTITY 122
CALAMAGROSTIS X ACUTIFLORA // Karl Forester Reed Grass--QUANTITY 30
Existing Street Trees
TAXUS X MEDIA HICKSII // Hicks Yew--QUANTITY 32
LANDSCAPE LEGEND
LANDSCAPE NOTES
(3) PA
(4) PA
(4) PA
(4) PA
(8) HM
(2) CBFF
(27) VR
(30) BU
(6) CBF
(1) AC
(7) HM
(9) VR
(6) HM
(2)VR
(1) AC
(2) UAVF
(2) UAVF
(2) UAVF
(7) VR
(2) UAVF
(2) UAVF
(5) VR
(2) UAVF
(2) UAVF
(8) VR
(2) UAVF
(7) HM (1) CBF
(30) BU
(3) UAVF
(32) TMH
(12)AC
(6) HM
(3) AC
(3) UAVF
(1) PA
(6)CBFF
(30) CA 'KF'
(4) AC
(50) BU
(3) AC(3) UAVF
(1) CBF
(2) CBFF
(3) HM
(3) VR
(2) CBFF
(3) HM
(8) VR
(2) CBFF
(3) HM
(18) VR
(2) UAVF
(2) UAVF
(2) UAVF
(2) UAVF
(23) VR
(16) BU
(2) HM
(2) CBFF
(19) BU
(4) HM
(3) HM
(6) HM
(8) HM
(22) BU
(7) HM
(11) VR
(3) CBFF
(3) CBFF
CBFF
PA
UAVF
AC
CBFF
VR
BU
TMH
HM
CA 'KF'
1. THE GENERAL CONTRACTOR IS RESPONSIBLE
FOR REMOVING ALL VEGETATION AND LEAVING ALL
LANDSCAPE AREAS AT TWO INCHES BELOW FINAL
GRADE, EXCEPT FOR THE DETENTION POND AREA;
GENERAL CONTRACTOR IS RESONSIBLE FOR
BRINGING THE POND AREA TO FINAL GRADE. THE
LANDSCAPE CONTRACTOR WILL PROVIDE AND
SPREAD A COMPACTED TWO INCH DEPTH OF LOAY
TOPSOIL IN ALL TURF AREAS - BRINGING THESE
AREAS TO TOP OF CURB / FINAL GRADE
(COMPACTED). THE LANDSCAPE CONTRACTOR WILL
PROVIDE AND INSTALL A FOUR INCH DEPTH OF
PLANTING MIX TO ALL PLANTING BEDS CROWNING
FOR PROPER DRAINAGE.
2. A THREE INCH DEPTH OF SHREDDED
HARDWOOD BARK MULCH WILL BE USED AS A
TOPDRESSING FOR ALL PLANTING BEDS AND TREE
RINGS.
3. LANDSCAPE CONTRACTOR SHALL MAKE OWN
PLANT QUANTITY TAKEOFFS USING DRAWINGS,
SPECIFICATIONS, AND PLANT SCHEDULE. PLANT
SCHEDULE REQUIREMENTS (I.E. SPACING) DICTATE,
UNLESS OTHERWISE DIRECTED BY THE LANDSCAPE
DESIGNER. LANDSCAPE CONTRACTOR TO VERIFY
BED MEASUREMENTS AND INSTALL APPROPRIATE
QUANTITIES AS GOVERNED BY THE PLANT SPACING
PER THE SCHEDULE. NSURE ALL MINIMUM
REQUIREMENTS OF THE LOCAL GOVERNING
AUTHORITY ARE MET (I.E. MINIMUM PLANT
QUANTITIES).
4. NO SUBSTITUTIONS OF PANT MATERIALS WILL
BE ALLOWED. IF PLANTS ARE NOT AVAILALE, THE
LANDSCAPE CONTRACTOR SHALL NOTIFY THE
LANDSCAPE DESIGNER IN WRITING (VIA PROPER
CHANNELS). PLANTS MAY BE INSPECTED AND
APPROVED OR REJECTED ON THE JOBSITE BY THE
OWNER OR THE OWNER'S REPRESENTATIVE.
5. LANDSCAPE CONTRACTOR IS RESPONSIBLE
FOR THE LANDSCAPE MAINTENANCE OF THIS
PROJECT UNTIL FINAL ACCEPTANCE. TURF AREAS
WILL NOT E ACCEPTED UNTIL THEY AREA AT A
MINIMUM OF 1-1/2 INCCHES TALL, AND NO BARE
AREAS LARGER THAN 12 SQUARE INCHES.
PARKING AREA
REQUIRED REQUIRED PROVIDED
(1) SHADE TREE
PER (9) PARKING
SPACES
FOR (297) SPACES
(33) SHADE TREES (35) SHADE TREES
LOT PERIMETER LANDSCAPING
REQUIRED / PROVIDEDEDGE
367.41' = (12) SHADE TREES / (12) ORNAMENTAL
TREES / (68) SHRUBSNORTH
EAST
SOUTH
WEST
287.43' = (10) SHADE TREES / (9) ORNAMENTAL
TREES / (45) SHRUBS
411.96' = (14) SHADE TREES / (13) ORNAMENTAL
TREES / (107) SHRUBS
718.56' = (22) SHADE TREES / (22) ORNAMENTAL
TREES / (145) SHRUBS
STREET TREE PLANTING
STREET
RIVER ROAD 641.45' = (17) TREES [16 EXISTING]
REQUIRED / PROVIDED
BUILDING BASE LANDSCAPING
BUILDING
FRONTAGE
172'(4) SHADE TREES / (2) ORNAMENTAL TREES
/ (18) SHRUBS
REQUIRED / PROVIDED
MASTER PLAN
SCALE: 1/128" = 1'-0"
sheet:
10.13.23 L1.0drawn by:
checked by:
JDV
JDV
GENERAL NOTES:
1. VERIFY UNDERGROUND UTILITY LOCATIONS PRIOR TO PLANT
INSTALLATION.
3. VERIFY FIELD CONDITIONS, NOTIFY LANDSCAPE DESIGNER OF
ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD
CONDITIONS.
4. REGRADE, REPAIR AND REPLANT ALL AREAS DISTURBED BY
CONSTRUCTION, THIS INCLUDES ANY AREAS OFF-PROPERTY AND
OR OTHERWISE NOT INDICATED ON PLANS.
5. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN LAWN
AND PLANTING BED AREAS.
6. MULCH PLANTING BEDS WITH 3"AA HARDWOOD MULCH.
7. TREES TO HAVE FULL HEAD AND TO BE APPROVED BY
LANDSCAPE DESIGNER.
PO Box 1076
Westfield, IN 46074
phone: 317-620-3040
ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR
REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE
PROPERTY OF DEVRIES DESIGN AND LANDSCAPE, LLC AND WERE
CREATED, EVOLVED, AND DEVELOPED FOR THE USE ON AND IN
CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE
IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR
DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY
PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF
DEVRIES DESIGN AND LANDSCAPE, LLC.
WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL
VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND
CONDITIONS ON THE JOB. THE DESIGNER MUST BE NOTIFIED OF
ANY VARIATION FROM THE DIMENSIONS AND CONDITIONS
SHOWN BY THESE DRAWINGS.
WARNING:
REPRODUCTION OF THESE PLANS IS A CRIMINAL OFFENSE UNDER
18 U.S.C. SEC. 506. UNAUTHORIZED DISCLOSURE MAY
CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION
OF I.C. 24-2-31-1 ET. SEQ. AND OTHER LAWS. THE IDEAS,
ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE
PATENTED OR BE THE SUBJECT OF PENDING PATENT
APPLICATION.
COPYRIGHT DEVRIES DESIGN AND LANDSCAPE.
MASTER PLAN FOR:
HARVEST BIBLE CHAPLE
14550 River Road
Carmel, IN 46033
Address:
C:\Users\jarro\DeVries Designs Dropbox\Marketing\logo\Final DeVries logo.jpg
C:\Users\jarro\DeVries Designs Dropbox\Marketing\logo\Final DeVries logo.jpg
C:\Users\Sarah Bilbrey\DeVries Designs Dropbox\Marketing\logo\DeVries sticker.jpg
C:\Users\Sarah Bilbrey\DeVries Designs Dropbox\Marketing\logo\DeVries sticker.jpg
HARVEST CHURCHPRELIMINARYCONSTRUCTIONNOT FOR DIRECTORY PATH: R:\Active\Bryan Lacey\Harvest Bible\Cad\PLANS 2023FILENAME: L1.1 PLANTING DETAILS.dwgDATE/USER: 10/19/2023 1:43 PM / LcoxDevelopment ConsultantsTransportation &L1.1 L1.1PLANTING DETAILSLandscape Designers & Consultants
(800) 680 6630
301 McCullough Drive, 4th Floor,
Charlotte, NC 28262
www.landscape-consultants.net
LANDSCAPE PLANTING SPECIFICATIONS
QUALIFICATIONS OF LANDSCAPE CONTRACTOR
1. The landscaping shall be performed by a single firm specializing in landscape
planting.
2. A list of successfully completed projects of this type, size and nature may be
requested by the Owner for further qualification measures.
3. The Landscape Contractor must hold a valid Nursery and Floral Certificate
issued by the Indiana Department of Agriculture, as well as operate under a
Commercial Pesticide Applicator License - issued by either the Indiana
Department of Agriculture or the Indiana Structural Pest Control Board.
SCOPE OF WORK
1. Work covered by these sections includes the furnishing of any paying for all
materials, labor, services, equipment, licenses, taxes and any other items that are
necessary for the execution, installation and completion of all work, specified
herein and / or shown on the Landscape Plan.
2. All work shall be performed in accordance with all applicable laws, codes and
regulations required by authorities having jurisdiction over such work and
provide all inspections and permits required by federal, state and local authorities
in supply, transportation and installation of materials.
3. The Landscape Contractor is responsible for the verification of all
underground utility lines (telephone, gas, water, electrical, cable, television,
etc...) prior to the start of any work.
PLANT MATERIALS
1. Provide plants typical of their species or variety, with normal, densely
developed branches and vigorous, fibrous root systems.
2. Provide only sound, healthy, vigorous plants free from defects, disfiguring
knots, sunscald injuries, frost cracks, abrasions of the bark, plant disease, insect
eggs, borers and all other forms of infestation.
3. All plants shall be balled and burlapped or container grown as specified. No
container grown stock will be accepted if it is root bound. All root wrapping
material made of synthetics shall be removed at time of planting.
4. All material shall conform to the guidelines established by the American
Association of Nurseryman.
5. Cracked or mushroomed rootballs are not acceptable.
6. Caliper measurement for standard (single trunk) trees shall be taken as
follows: Six inches above the natural grade line for trees up to and including
four inches in caliper; and twelve inches above the natural grade line for trees
exceeding four inches in caliper - unless specified differently on the Landscape
Plan.
7. Multi-trunk trees shall be measured by their overall planted height.
PRODUCTS
1. All manufactured products will be new.
2. Topsoil: A friable, loamy topsoil (or silty sand) with minimal clay clods.
3. Planting Mix: An equal part mixture of topsoil, sand and compost.
4. Starter Fertilizer: A 13-13-13 ratio with 25% scu, 5% sulfur, 2% iron and
additional micronutrients.
5. Pre-Emergence: Any granular, non-staining pre-emergence that is labeled for
the specific ornamentals or turf it will be utilized on. A pre-emergence herbicide
is to be applied per the manufacturer's labeled rates.
6. Mulch: As specified on the planting plan - well decomposed.
7. Steel Edging: Professional steel edging, 14 gauge thick x 4 inches wide
factory painted dark green. Acceptable manufacturers include Col-Met or
approved equal.
8. Weed Barrier: A 5 ounce, woven, needle-punched fabric. Acceptable
product includes DeWitt' Pro 5, or approved equal.
9. Tree Stakes: 6' green metal t-posts
10. Tree Chain: 1" wide plastic tree chain
TREE PLANTING
1. Tree holes shall be excavated to a width of two times the width of the
rootball, and to a depth equal to the depth of the rootball (less two inches).
2. Scarify the sides and bottom of the tree hole prior to the placement of the tree.
Remove any glazing that may have been caused during the excavation of the
hole.
3. Install the tree so the top of the rootball is one to two inches above the
surrounding grade.
4. Backfill the tree hole utilizing the existing topsoil from on-site. Clay, rocks
and other debris shall be removed from the soil prior to the backfill. Should
additional soil be required to accomplish this task, import additional topsoil from
off-site, add no additional cost to the Owner.
5. The total number of tree stakes (beyond the minimum's listed below) will be
left to the Landscape Contractor's discretion. Should any trees fall or lean, it will
be the responsibility of the Landscape Contractor to straighten the tree, or replace
it should it become damaged. Tree staking will consists of, at a minimum:
15 - 30 gal Trees (2) Stakes per Tree
45 - 100 gal Trees (3) Stakes per Tree
Multi-Trunk Trees No Minimum
6. Upon completion of the planting, an earth watering basin will be constructed
around the tree. The interior of the tree ring will then be covered with the weed
barrier cloth, and topdressed with a three inch layer of mulch.
SHRUB AND GROUNDCOVER PLANTING
1. Upon approval of the grade left by the General Contractor, the Landscape
Contractor will rototill the proposed bed locations (BEFORE adding the
imported soil). A four inch depth of the specified planting mix will then be
evenly spread over the designated bed area. The planting bed will then be
rototilled AGAIN , and a pre-emerence and starter fertilizer will be applied.
2. The planting bed will then be hand raked smooth and crowned for proper
drainage.
3. Dig the hold twice as wide as the plant's rootball. Install the plant in the hole.
Backfill around the plant.
4. Install the weed barrier cloth, overlapping it at the ends. Utilize steel staples
to keep the weed barrier cloth in place.
5. A two inch depth of mulch will then be installed as a top dressing, covering
the entire planting area.
TURF AREA PREPARATION
1. The General Contractor will leave all turf areas (excluding the detention
ponds) at two (2) inches below final grade. The Landscape Contractor shall
import and spread a compacted two inch depth of loamy topsoil - ensuring the
soil is compacted.
2. Landscape Contractor will ensure all areas are crowned for proper drainage
3. Apply the starter fertilizer.
SODDING
1. Sod variety to be as specified on the Landscape Plan.
2. Lay sod within 24 hours from the time of stripping. Do not lay if the ground
is frozen.
3. Lay the sod to form a solid mass with tightly fitted joints. Butt ends and sides
of sod strips - do not overlap. Stagger strips to offset joints in adjacent courses.
4. Water the sod thoroughly with a fine spray immediately after planting to
obtain at least six inches of penetration into the soil below the sod.
5. Roll the sod to ensure good contact of the sod's root system with the soil
underneath.
HYDROMULCHING
1. The hydromulch mix (per 1,000 sf) shall be as follows:
35#Cellulose Fiber Mulch
2#Fescue Seed
1#Annual Rye Seed
10#15-15-15 Water Soluble Fertilizer
CLEAN UP
1. During landscape preparation and planting, keep all pavement clean and all
work areas in a neat, orderly condition.
2. All excavated materialswill be disposed of legally off the project site.
INSPECTION AND ACCEPTANCE
1. Upon completion of the work, provide the site clean and free of materials and
suitable fro use as intended.
2. When the planting work is completed, the Owner will make an inspection to
determine acceptability.
3. When the inspected planting work does not comply with the contract
documents, replace the rejected work within 24 hours.
4. Landscape maintenance will continue until re-inspected by the Owner and
found to be acceptable. Once acceptable, Final Acceptance will be issued, and
the required maintenance period will commence.
LANDSCAPE MAINTENANCE
1. The maintenance period shall commence once Final Acceptance has been
issued by the Owner, and shall continue for a period of ninety (90) days.
2. The monitoring and scheduling of the irrigation system will be the
responsibility of the Landscape Contractor during this time. Coordinate all
scheduling and any access requirements with the Owner.
3. Landscape maintenance shall include, but not be limited to: WEEKLY SITE
VISITS FOR mowing, edging, blowing, weeding, trimming, pruning, fertilizing,
weed control, insect control, disease control, re-staking, re-setting of plants to
their proper grade or their upright position, and any other means to keep the
plantings healthy, free of insects and diseases, and in a continual thriving
condition.
WARRANTY PERIOD, PLANT GUARANTEE AND REPLACEMENTS
1. Plant materials supplied shall be warrantied to remain alive and healthy for a
period of twelve (12) months after the date of Final Acceptance by Owner
{seasonal annuals for 90 days from Final Acceptance}. Plants in an impaired,
dead or dying condition after initial acceptance or within the warranty period
shall be removed and replaced immediately to the satisfaction of the Owner.
RECORD DRAWINGS
1. Provide a minimum of (2) copies of record drawings to the Owner upon
completion of work. A record drawing is a record of all changes that occurred in
the field and that are documented through change orders, addenda, or
contractor/consultant drawing markups.