HomeMy WebLinkAboutPacket for HO 07-26-21Project Introduction
Redevelopment of a single-family residential parcel located at 100 Park Lane, Carmel, IN 46032.
Statement of Variance Request
PZ-2021-00122 V UDO Section 2.10 Minimum 35’ front yard setback required, 31.5 ft requested.
PZ-2021-00124 V UDO Section 2.10 Minimum 15’ aggregate of side yard setbacks required, 10 ft
requested.
PZ-2021-00125 V UDO Section 2.10 Minimum 80-ft lot width at building setback required, 72’
requested.
Statement of Support
The property is located at the end of a cul-de-sac and has an irregular shape. The minimum
setback’s purpose is to create a cohesive streetscape that does not inhibit the shared amenities of
neighbors. The purpose of the minimum aggregate of side yards is to ensure cohesive massing of
buildings and to ensure access of maintenance for the rear of the primary building. Due to the cul-
de-sec and parcel shape, strict adherence to the ordinance does not have meaningful correlation
to the purpose of said ordinance, adherence does however reduce the functional back yard of the
property by pushing the primary structure back on the lot. The proposed encroachment into the
front setback is the front porch of the house, which has minimal disturbance and visual presence
to the neighbors. The design has incorporated a garage door at the rear of the garage where
maintenance activities can access the rear of the house without requiring access to be granted by
neighbors. The two adjacent landholders on the cul-de-sac have been briefed on the variances and
have offered their support, refer to attached letters to this application.
ArcGIS WebMap
Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USDA
Parcels
Zoning
B-1
B-2
C-2
PUD
R-1
R-2
R-4
Streets
Carmel
Private
City Boundary
2020 Photography
Red: Band_1
Green: Band_2
Blue: Band_3
June 30, 2021 0 0.06 0.120.03 mi
0 0.1 0.20.05 km
1:4,800
ArcGIS WebApp Builder
CONTACT INFORMATION
OWNER:JARRETH AND KELSEY VANCE C:(317) 460-2243
BUILDER:STEVEN MOED - SLM HOMES, LLC. PO BOX 4102, CARMEL, IN 46082 O:(317) 846-7709 C:(317) 281-5224
LAND DESCRIPTION
(FROM INSTRUMENT NUMBER 2020025706)
LOT NUMBERED 15 IN JOHNSON ADDITION, A SUBDIVISION IN HAMILTON COUNTY, INDIANA, AS PER PLAT THEREOF,
RECORDED IN PLAT BOOK 2, PAGES 26-28, IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA.
SITE DETAILS
ZONING DISTRICT
100 PARK LANE
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.
PROJECT DESCRIPTION
SINGLE FAMILY / SINGLE LOT RESIDENTIAL REDEVELOPMENT.
VICINITY MAP
LOCATION MAP Project Site
Project Site
LOT SIZE
BUILDING FOOTPRINT
PROJECT DISTURBANCE
R2
0.353 ACRES
3,638 SQ FT
0.244 ACRES
UTILITY CONTACTS
UTILITY COMPANY CONTACT PHONE
SANITARY SEWER
STORM DRAINAGE
WATER SERVICE
GAS SERVICE
ELECTRIC SERVICE
STREETS/RIGHT-OF-WAY
CITY OF CARMEL
CITY OF CARMEL
DUKE ENERGY
AT&T
CITY OF CARMEL
CENTERPOINT ENERGY [VECTREN]PLOT SCALE: 1:1 EDIT DATE: 7/11/21 - 10:23 PM EDITED BY: JAVANCE DRAWING FILE: C:\USERS\JAVANCE\DOCUMENTS\_PERSONAL\PROPERTIES\100 PARK LANE\PLANS\C001 TITLE SHEET.DWGPRINT DATE: 7/11/21100 PARK LANE
CARMEL, IN 46032
SITE PERMIT PLANS
100.01
ISSUE DATE: 05/28/2021
VALUE JWV 100 PARK LANE CARMEL, IN 4603205/28/2021
C001
TITLE SHEET100 PARK LANEPERMIT PLANSPROJECT NUMBER
DRAWN BY
REVISIONS
NO.
DRAWING NUMBER
DRAWING TITLE
CHECKED BY
DATE DESCRIPTION
CERTIFIED BY
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GJARRETH AND KELSEY VANCE101 9TH ST CARMEL, IN 46032PH. (317) 460-2243BUILDING SQUARE FOOTAGE 4,191 SQ FT
Park Lane
TOPOGRAPHIC BOUNDARY RETRACEMENT SURVEY
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:
JARRETH AND KELSEY VANCE
100 PARK LANE
CARMEL, INDIANA
100 PARK LANE
CARMEL, INDIANA 46032
RETRACEMENT SURVEY
TOPOGRAPHIC BOUDNARY
21-033JLM
DRM
05-03-2021
1" = 10'11
VICINITY MAP
9600013
STATE OF
No.DONA L D R .MO
S
SONRE G I S TER
E
DINDI A N AL
A
N
DSUR V E Y O RSITE
VERTICAL DATUM:
LEGEND:
Donald R. Mosson
UTILITY STATEMENT:
The underground utilities shown have been located from field survey
information and existing drawings. Field survey information consisting of
paint markings found on the ground per the Indiana Underground Plant
Protection Service (IUPPS - 811). The paint markings shown hereon as
evidence of probable underground utility locations and are consistent with
typical utility markings. However, no utility report was provided to
authenticate these markings. The user of this plat/map should rely upon
such markings at their own risk. The surveyor makes no guarantees the
underground utilities comprise all such utilities in the area, either in-service
or abandoned. The surveyor further does not warrant the underground
utilities shown are in the exact location indicated, although the surveyor
does certify they are located as accurately as possible from information
available. The surveyor has not physically located the underground utilities.
LAND DESCRIPTION
Park Lane
A
A
A
A
B
B
B
B
C
C
YcIA
YmsB2
YmsB2
YcIA
S
F
SFSFSFSF
SFSFSFSFC
INLET PROTECTION
AT DOWNSTREAM
INLETS AS NECESSARY
INLET PROTECTION
AT DOWNSTREAM
INLETS AS NECESSARY
EXISTING ASPHALT DRIVE TO BE USED AS CONSTRUCTION ENTRANCE
FOR CLEAN VEHICLES AND LAYDOWN DURING CONSTRUCTION.
DEMOLITION, RECLAMATION, AND REPLACEMENT OF DRIVE TO
OCCUR TOWARDS END OF CONSTRUCTION PHASE.PLOT SCALE: 1:1 EDIT DATE: 7/11/21 - 9:32 PM EDITED BY: JAVANCE DRAWING FILE: C:\USERS\JAVANCE\DOCUMENTS\_PERSONAL\PROPERTIES\100 PARK LANE\PLANS\C110 DEMOLITION PLAN.DWGPRINT DATE: 7/11/210'
DEMOLITION GENERAL NOTES
EXISTING LEGEND
PER INDIANA STATE LAW IS-69-1991. IT IS AGAINST
THE LAW TO EXCAVATE WITHOUT NOTIFYING THE
UNDERGROUND LOCATION SERVICE TWO (2)
WORKING DAYS BEFORE COMMENCING WORK.
1.THE DEMOLITION PLAN IS BASED ON INFORMATION PROVIDED ON THE
TOPOGRAPHIC SURVEY. CONTRACTOR IS RESPONSIBLE FOR VISITING
THE SITE AND COMPARING THE DOCUMENTS TO THE FIELD CONDITIONS.
IF DISCREPANCIES OCCUR, CONTRACTOR SHALL IMMEDIATELY NOTIFY
THE ENGINEER OF RECORD.
2.THE CONTRACTOR SHALL REMOVE AND DISPOSE ALL EXISTING
STRUCTURES, STONE, CONCRETE AND PAVEMENT OFF SITE UNLESS
NOTED TO REMAIN ON THE CONTRACT DRAWINGS.
3.THE CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY
CORNER MONUMENTS DURING CONSTRUCTION. IF A MONUMENT IS
MOVED OR DAMAGED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY
THE ENGINEER AND SURVEYOR OF RECORD.
4.THIS SCOPE REQUIRES THE REMOVAL AND OFFSITE DISPOSAL OF THE
SPECIFIED OBJECTS AND VEGETATION WITHIN THE WORK AREA.
5.CONTRACTOR SHALL SUBMIT A DETAILED SEQUENCE AND SCHEDULE OF
DEMOLITION AND REMOVAL WORK TO BE COMPLETED IN ACCORDANCE
WITH CONDITIONS OF THE CONTRACT AND APPROPRIATE
SPECIFICATION SECTIONS.
6.JOB CONDITIONS
a.SALVAGED MATERIALS: ITEMS OF SALVAGEABLE VALUE TO
CONTRACTOR MAY BE REMOVED FROM SITE AS WORK PROGRESSES.
TRANSPORT SALVAGED ITEMS FROM THE SITE AS THEY ARE
REMOVED.
b.STORAGE OR SALE OF REMOVED ITEMS WILL NOT BE PERMITTED ON
SITE.
c.EXPLOSIVES: USE OF ANY TYPE OF EXPLOSIVES WILL NOT BE
PERMITTED.
d.TRAFFIC: CONDUCT DEMOLITION OPERATIONS AND REMOVAL OF
DEBRIS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS,
WALKS AND OTHER ADJACENT OCCUPIED AND USED FACILITIES.
e.DO NOT CLOSE OR OBSTRUCT ROADS, STREETS, WALKS OR OTHER
OCCUPIED OR USED FACILITIES WITHOUT PERMISSION FROM THE
LOCAL AUTHORITIES HAVING JURISDICTION. PROVIDE ALTERNATE
ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS, IF
REQUIRED BY GOVERNING AUTHORITIES.
f.PROTECTIONS: ENSURE SAFE PASSAGE OF PERSONS AROUND AREAS
OF DEMOLITION, CONDUCT OPERATIONS TO PREVENT DAMAGE TO
ADJACENT BUILDINGS, STRUCTURES, AND OTHER FACILITIES AND
INJURY TO PERSONS.
g.DAMAGES: PROMPTLY REPAIR ANY DAMAGES CAUSED TO ADJACENT
FACILITIES BY DEMOLITION OPERATIONS.
h.UTILITY SERVICES: MAINTAIN EXISTING UTILITIES TO STAY IN SERVICE
AND PROTECT AGAINST DAMAGE DURING DEMOLITION OPERATIONS.
DISCONNECT, CAP AND REMOVE UTILITY SERVICES PER LOCAL
REQUIREMENTS. DO NOT START DEMOLITION WORK UNTIL UTILITY
DISCONNECTIONS HAVE BEEN COMPLETED TO THE SATISFACTION OF
LOCAL UTILITIES. (AS REQUIRED)
7.DEMOLITION
a.BELOW-GRADE CONSTRUCTION: DEMOLISH FOUNDATION WALLS
AND BELOW-GRADE CONSTRUCTION, INCLUDING CONCRETE SLABS
TO A DEPTH OF NOT LESS THAN 48 INCHES BELOW LOWEST
FOUNDATION LEVEL.
b.FILLING VOIDS: COMPLETELY FILL BELOW-GRADE AREAS AND VOIDS
RESULTING FROM DEMOLITION. BACK FILL TO BE COMPACTED TO
90% STANDARD PROCTOR OR 98% ON NEW STRUCTURES.
8.DISPOSAL OF DEMOLISHED MATERIALS
a.GENERAL: REMOVE WEEKLY FROM SITE ACCUMULATED DEBRIS,
RUBBISH AND OTHER MATERIALS RESULTING FROM DEMOLITION
OPERATIONS.
b.REMOVAL: TRANSPORT MATERIALS REMOVED FROM DEMOLITION
OPERATIONS AND LEGALLY DISPOSE OF OFF-SITE.
9.TEMPORARY TRAFFIC CONTROL DURING DEMOLITION AND
CONSTRUCTION SHALL CONFORM TO APPLICABLE LOCAL AND STATE
STANDARDS.
RED ITEMS DENOTE EXISTING STRUCTURES, MATERIALS, DIMENSIONS,
AND LABELS TO BE REMOVED AND/OR NO LONGER APPLICABLE TO THE
PROPOSED CONDITIONS.
A.STRUCTURE TO BE DEMOLISHED AND REMOVED
B.TREE TO BE REMOVED
C.MISCELLANEOUS TO BE REMOVED
KEYNOTES
CONCRETE TO BE REMOVED
DEMOLITION LEGEND
OBJECT TO BE PROTECTED
VEGETATION TO BE CLEARED
UTILITY TO BE REMOVED
PROJECT NUMBER
DRAWN BY
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BENCHMARK DATA JARRETH AND KELSEY VANCE101 9TH ST CARMEL, IN 46032PH. (317) 460-224310'20'
SCALE: 1"=10'
BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION
PROVIDED BY CENTRAL STATES CONSULTING. PROJECT
NUMBER 21-033, DATED 05/03/2021.
100.01
ISSUE DATE: 05/28/2021
JWV JWV 100 PARK LANECARMEL, IN 4603205/28/2021
C100
DEMOLITION AND
EROSION CONTROL
PLAN100 PARK LANEPERMIT PLANSC. O.
EROSION CONTROL LEGEND
CONSTRUCTION LIMITS
SILT FENCE OR EROSION ROLL
INLET PROTECTION
CONCRETE WASHOUT AREA
PORT-O-LET LOCATION
TEMPORARY MATERIAL
STORAGE AREA
TEMPORARY TRASH
STORAGE AREA
TEMPORARY SOIL
STORAGE AREA
HYDROLOGIC SOIL GROUP
BOUNDARY
YcIA Crosby Silt Loam, Fine-Loamy
Subsoil-Urban Land Complex
YmsB2 Miami Silt Loam-Urban Land Complex
EROSION CONTROL
GENERAL NOTES
1.LAND ALTERATIONS WHICH STRIPS THE LAND OF VEGETATION,
INCLUDING REGRADING, SHALL BE DONE IN A WAY THAT WILL
MINIMIZE EROSION.
2.CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL
ORDINANCES THAT APPLY.
3.THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE
CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO
PREVENT SOIL SEDIMENT FROM LEAVING THE SITE.
4.ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES
SHALL BE INSTALLED IF DEEMED NECESSARY BY ON SITE
INSPECTION.
5.SEDIMENT LADEN WATER SHALL BE DETAINED BY EROSION CONTROL
PRACTICES AS NEEDED TO MINIMIZE SEDIMENTATION IN THE
RECEIVING STREAM. NO STORM WATER SHALL BE DISCHARGED
FROM THE SITE IN A MANNER THAT CAUSES EROSION AT THE POINT
OF DISCHARGE.
6.WASTES AND UNUSED BUILDING MATERIALS SHALL NOT BE
ALLOWED TO BE CARRIED FROM THE SITE BY STORM WATER
RUNOFF. PROPER DISPOSAL OF ALL WASTES AND UNUSED BUILDING
MATERIALS IS REQUIRED.
7.SEDIMENT BEING TRACKED ONTO PUBLIC OR PRIVATE ROADWAYS
SHALL BE MINIMIZED. CLEARING OF ACCUMULATED SEDIMENT
SHALL NOT INCLUDE FLUSHING WITH WATER. CLEARED SEDIMENT
SHALL BE RETURNED TO THE SITE FOR DISPOSAL.
8.SOIL WHICH HAS ACCUMULATED NEXT TO EROSION CONTROL
DEVICES SHALL BE COLLECTED AND RE-DISTRIBUTED ON SITE AFTER
EACH RAINFALL EVENT, AND AT LEAST ONCE A WEEK.
9.IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE
INTERRUPTED BY WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE
COVERED WITH FILTER FABRIC.
10.ALL EXISTING STRUCTURES, FENCING TREES AND ETC. WITHIN
CONSTRUCTION AREA SHALL BE REMOVED AND DISPOSED OF OFF
SITE. BURNING IS NOT ALLOWED ON SITE.
11.THE SITE IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA
AS INDICATED ON THE FLOOD INSURANCE RATE MAP FOR CITY OF
CARMEL, INDIANA PANEL 18057C0207G DATED NOVEMBER 19, 2014.
12.SCHEDULE OF EARTHWORK ACTIVITIES:
A.THE DURATION OF THE TIME WHICH AN AREA REMAINS
EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM. THE
AREA SHALL BE STABILIZED AS SOON AS POSSIBLE. TEMPORARY
VEGETATION OR MULCHING SHALL BE USED TO PROTECT
EXPOSED AREAS WHEN ACTIVITY CEASES FOR MORE THAN 14
DAYS OR AS DIRECTED BY THE ENGINEER.
B.TOPSOIL REPLACEMENT SHALL TAKE PLACE FROM MARCH 1 TO
OCTOBER 31. STOCKPILE TOPSOIL AT ALL OTHER TIMES OF THE
YEAR. PERMANENT AND FINAL VEGETATION AND STRUCTURAL
EROSION CONTROL DEVICES SHALL BE INSTALLED WITHIN
SEVEN (7) DAYS AFTER FINAL GRADING OR AS SOON AS
POSSIBLE.
C.STOCKPILES SHALL BE LOCATED AS SHOWN. STOCKPILES SHALL
HAVE SILT FENCE AROUND THE PERIMETER AND BE SEEDED IF
IT IS UNDISTURBED FOR MORE THAN 14 CONSECUTIVE DAYS.
13.ANY OFFSITE BORROW AND/OR WASTE SITES THAT ARE NEEDED
SHALL BE PERMITTED AS PART OF THIS PERMIT OR BE PART OF AN
EXISTING PERMIT.
ASPHALT TO BE REMOVED
[SEE PHASING NOTE]
Park Lane
5'31.55'13.23'26.
4
5
'
10.
9
2
'
15.21'
5'54.98'3.45'12'
31.93'
12'R
12'R
4'3'2'
20.38'
4.67'4'41.62'A
B
C
D
E
FF
F
F
F
PLOT SCALE: 1:1 EDIT DATE: 7/11/21 - 9:41 PM EDITED BY: JAVANCE DRAWING FILE: C:\USERS\JAVANCE\DOCUMENTS\_PERSONAL\PROPERTIES\100 PARK LANE\PLANS\C200 SITE PLAN.DWGPRINT DATE: 7/11/210'10'20'
SCALE: 1"=10'
GENERAL NOTES
EXISTING LEGEND
PER INDIANA STATE LAW IS-69-1991. IT IS AGAINST
THE LAW TO EXCAVATE WITHOUT NOTIFYING THE
UNDERGROUND LOCATION SERVICE TWO (2)
WORKING DAYS BEFORE COMMENCING WORK.
BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION
PROVIDED BY CENTRAL STATES CONSULTING. PROJECT
NUMBER 21-033, DATED 05/03/2021.
A.ABUT PROPOSED DRIVE TO EXISTING ROLLED CURB
B.DRIVEWAY PAVEMENT - SEE DETAIL
C.DRIVEWAY PAVEMENT IN RIGHT-OF-WAY - SEE CITY OF CARMEL
DETAIL
D.CONCRETE PATH
E.LANDSCAPING STONE/GRAVEL WITH UNDERDRAIN
F.LANDSCAPE TREE PER WWW.CARMEL.IN.GOV
KEYNOTES
SITE LEGEND
CONCRETE PAVEMENT
LANDSCAPE GRAVEL
SITE DATA
SITE ZONING:R2
LOT AREA:0.353 ACRES
BUILDING AREA:3,638 SF
OTHER HARDSCAPE AREA:1,395 SF
TOTAL HARDSCAPE AREA:5,033 SF
LOT COVERAGE:32.76%
LIMITS OF DISTURBANCE AREA:0.244 ACRES
FINISHED FLOOR ELEVATION:842.70'
MINIMUM FLOOD PROTECTION GRADE:N/A
DELTA TO FFE:> 2.00'
MINIMUM LOWEST ADJACENT GRADE:840.40'
DELTA TO FFE: 2.30'
ADJACENT ROADWAY ELEVATION:837.61'
DELTA TO FFE: 5.09'
1.ANY DISCREPANCY IN THE PLANS SHALL BE IMMEDIATELY REPORTED
TO THE ENGINEER FOR REVIEW.
2.ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS AS
APPROPRIATE.
3.ALL DIMENSIONS ARE TO EDGE OF PAVEMENT (EOP) OR FACE OF
CURB, UNLESS NOTED OTHERWISE.
4.ALL DIMENSIONS ARE TO FACE OF BRICK OR FACING MATERIAL,
WHERE APPLICABLE.
5.ALL DIMENSIONS ARE PARALLEL WITH OR PERPENDICULAR TO BASE
LINES, PROPERTY LINES OR BUILDING LINES UNLESS NOTED
OTHERWISE.
6.CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO
START CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE
FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN
THESE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR
SHALL NOTIFY THE ENGINEER IMMEDIATELY.
7.CONTRACTOR RESPONSIBLE FOR VERIFICATION OF ALL UTILITIES AND
ELEVATIONS PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY
ENGINEER IMMEDIATELY IF ANY DISCREPANCY IS DISCOVERED. ANY
DAMAGE TO EXISTING FACILITIES WILL BE CORRECT AND PAID BY
THE CONTRACTOR.
8.CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS FROM NEW
AREAS TO EXISTING FEATURES AS NECESSARY.
9.ALL EXCAVATED AREAS SHALL BE SEEDED AFTER FINISH GRADING OR
IF LEFT UNDISTURBED FOR MORE THAN 7 DAYS UNLESS OTHERWISE
NOTED. ALL NEW SEEDED AREAS SHALL HAVE A MINIMUM OF 4” OF
TOP SOIL.
10.ALL UTILITY TRENCHES UNDER AND WITHIN 5 FEET OF PAVEMENT
SHALL BE COMPLETELY BACKFILLED WITH GRANULAR MATERIAL.
11.ALL SIDEWALKS SHALL COMPLY WITH ADA STANDARDS, WITH A
MAXIMUM CROSS SLOPE OF ¼ FT. & MAXIMUM LINEAR SLOPE OF
1:20.
12.THE CONTRACTOR SHALL PROTECT AND NOT DESTROY THE
PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. IF A
CORNER MONUMENT IS MOVED OR DAMAGED, CONTRACTOR SHALL
IMMEDIATELY NOTIFY THE ENGINEER OR SURVEYOR OF RECORD.
13.CONCRETE JOINTS TO BE PROVIDED IN ACCORDANCE WITH ACI
GUIDELINES.
14.HORIZONTAL LAYOUT PLAN FOR CONSTRUCTION STAKING TO BE
PROVIDED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
100.01
ISSUE DATE: 05/28/2021
JWV JWV 100 PARK LANECARMEL, IN 4603205/28/2021
C200
SITE PLAN100 PARK LANEPERMIT PLANSPROJECT NUMBER
DRAWN BY
REVISIONS
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DRAWING TITLE
CHECKED BY
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BENCHMARK DATA JARRETH AND KELSEY VANCE101 9TH ST CARMEL, IN 46032PH. (317) 460-2243C. O.SUMM
E
R
SUNRIS
E
WI
N
T
E
R
SU
N
R
I
S
E
SU
M
M
E
R
SU
N
S
E
T
WINTE
R
SUNS
E
T
N
S
W E
BUILDING FOOTPRINT
RESIDENTIAL FENCING
Park Lane
841
84
1
842840841
840840840
839
841 841840.76
840.82
841.28841.22
841.28
840.48
840.15
838.81
838.86
838.10± ME
838.21± ME
841.25
839.88
840.10 840.32 840.50
840.68
840.15
841.45
839.18± ME
839.50
839.71
841.45
841.42
841.69
841.69
842.20
841.95
841.95
FFE 842.70
840.88
840.40
841.05
841.70
841.70
841.70
842.20
842.20
841.69
841.32
841.13841.41841.41
840.49
841.72
841.69
DAYLIGHT SWALE UNDERDRAIN
DAYLIGHT SWALE UNDERDRAIN
840.70± ME
YARD INLET
CONNECTED TO SWALE UNDERDRAIN
CONNECTION AND
MATERIALS PER
PLUMBING PLAN
CONNECTION AND
MATERIALS PER
PLUMBING PLAN
ASSUMED EXISTING SAN. LATERAL - UTILIZE AS PERMISSABLE INCOORDINATION WITH CARMEL UTILITIES - SANITARY DEPT.CONNECTION , VALVE,
AND METER PER CARMEL
UTILITIES - WATER DEPT.
APPROX. BURIED ELECTRICAL LINE -
FINAL PLACEMENT PER ELECTRICAL PLAN
AND DUKE ENERGY COORDINATION
PLOT SCALE: 1:1 EDIT DATE: 7/11/21 - 10:17 PM EDITED BY: JAVANCE DRAWING FILE: C:\USERS\JAVANCE\DOCUMENTS\_PERSONAL\PROPERTIES\100 PARK LANE\PLANS\C300 GRADING PLAN.DWGPRINT DATE: 7/11/210'
GRADING GENERAL NOTES
EXISTING LEGEND
PER INDIANA STATE LAW IS-69-1991. IT IS AGAINST
THE LAW TO EXCAVATE WITHOUT NOTIFYING THE
UNDERGROUND LOCATION SERVICE TWO (2)
WORKING DAYS BEFORE COMMENCING WORK.
GRADING LEGEND
000.00
MATCH EXISTINGME
FLOW LINE
SPOT ELEVATIONS
HIGH POINTHP
LOW POINTLP
FLOW ARROW
TC 000.00 CURB ELEVATIONSBC 000.00
BOTTOM OF CURBBC
TOP OF CURBTC
TOP OF RIM/CASTINGTR
FLOWLINEFL
1.ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO STATE
AND LOCAL REGULATIONS.
2.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL AND
HORIZONTAL) IN THE FIELD PRIOR TO STARTING CONSTRUCTION.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD
DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS
FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL
IMMEDIATELY NOTIFY THE ENGINEER.
3.SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL
MEASURES HAVE BEEN INSTALLED AND INSPECTED BY THE
RESPONSIBLE PARTY.
4.THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE
WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND
EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY
CONTRACTOR'S AND/OR UTILITY COMPANIES SO AS NOT TO CAUSE
DAMAGE.
5.THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS
BEFORE CONSTRUCTION IS TO START. TO VERIFY IF ANY UTILITIES
ARE PRESENT ON SITE. ALL VERIFICATIONS (LOCATION, SIZE AND
DEPTH) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES
WHEN EXCAVATING IS AROUND OR OVER EXISTING UTILITIES. THE
CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A
REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO
INSTRUCT AND OBSERVE DURING CONSTRUCTION.
6.TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED
COMPLETELY WITH SELECT GRANULAR MATERIAL IF UNDER OR
WITHIN 5 FEET OF PAVEMENT.
7.AFTER STRIPPING TOPSOIL MATERIAL, THE CONTRACTOR SHALL
PROOF ROLL WITH A MEDIUM WEIGHT ROLLER TO DETERMINE
LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. THE
NECESSITY FOR SUB-DRAINS AND/OR REMOVAL OF ANY UNSUITABLE
MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE
DETERMINED AT THE TIME OF CONSTRUCTION.
8.CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE IN ALL AREAS.
AFTER INSTALLATION, CONTRACTOR SHALL TEST FOR, AND CORRECT
ANY DEFICIENT CONDITIONS.
9.ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND
FINAL GRADE ELEVATIONS.
10.SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS
BELOW FINISH GRADE ELEVATIONS INDICATED.
11.ALL STORM SEWER MATERIALS AND INSTALLATION SHALL CONFORM
TO STANDARD INDOT SPECIFICATIONS.
12.INVERTS AT PIPE OUTLETS ARE GIVEN AT END OF PIPE END SECTION.
13.CONTRACTOR SHALL VERIFY ELEVATION OF ALL EXISTING STORM
SEWERS BEFORE INSTALLATION OF THE PROPOSED STORM SEWER.
IF A CONDITION IS DISCOVERED THAT PREVENTS INSTALLATIONS PER
THE PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL
IMMEDIATELY NOTIFY THE ENGINEER.
14.CONTRACTOR SHALL PERFORM GRADING AND COMPACTION AND
LIME STABILIZATION OF PAVEMENT SUBGRADE IN ACCORDANCE
WITH THE GEOTECHNICAL REPORT PREPARED FOR THIS PROJECT.
15.STRUCTURES RECEIVING SUBSURFACE DRAINS SHALL HAVE BOTH
PORTS CORE DRILLED. T OR Y BLIND CONNECTIONS ARE NOT
ALLOWED.
16.ANY OFFSITE BORROW AND/OR WASTE SITES THAT ARE NEEDED
SHALL BE PERMITTED AS PART OF THIS PERMIT OR BE PART OF AN
EXISTING PERMIT.
10'20'
SCALE: 1"=10'
BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION
PROVIDED BY CENTRAL STATES CONSULTING. PROJECT
NUMBER 21-033, DATED 05/03/2021.
100.01
ISSUE DATE: 05/28/2021
VALUE JWV 100 PARK LANECARMEL, IN 4603205/28/2021
C300
GRADING &
UTILITY PLAN100 PARK LANEPERMIT PLANSCONTOURS000
PROJECT NUMBER
DRAWN BY
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BENCHMARK DATA JARRETH AND KELSEY VANCE101 9TH ST CARMEL, IN 46032PH. (317) 460-2243UTILITY LEGEND
WATER LINE
STORMWATER SWALE
BURIED ELECTRIC LINE
GAS LINE
VALVE
WATER METER PIT
SANITARY SEWER LINE
HYDRANT
STORM SEWER LINE
ROOF DRAIN
CLEANOUT
1.IT SHALL BE THE SUBCONTRACTOR'S RESPONSIBILITY TO VERIFY ALL
EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF
WORK. IT SHALL ALSO BE THE SUBCONTRACTOR'S RESPONSIBILITY
TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER
STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. EACH
SUBCONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER OF ANY
CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN
FIELD BEFORE WORK IS STARTED OR RESUMED.
2.ALL MATERIALS AND CONSTRUCTION FOR SANITARY SEWERS SHALL
BE IN ACCORDANCE WITH THE LOCAL AUTHORITY STANDARDS AND
SPECIFICATIONS.
3.ALL MATERIALS AND CONSTRUCTION FOR STORM SEWERS SHALL BE
IN ACCORDANCE WITH THE LOCAL AUTHORITY STANDARDS AND
SPECIFICATIONS.
4.ALL MATERIALS AND CONSTRUCTION FOR WATER MAINS SHALL BE IN
ACCORDANCE WITH THE LOCAL AUTHORITY STANDARDS AND
SPECIFICATIONS.
5.ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING
UNDER OR WITHIN 5' OF PAVED AREAS TO BE BACKFILLED WITH
COMPACTED GRANULAR MATERIAL.
6.TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
7.ANY WATER MAINS TO HAVE 54" MINIMUM COVER OVER TOP OF
PIPE.
8.WATER SERVICE LINE TO THE BUILDING SHALL HAVE A SHUT-OFF
VALVE IN AN ACCESSIBLE LOCATION OUTSIDE OF THE BUILDING.
(APPLIES TO COMMERCIAL ONLY)
9.STERILIZATION OF WATER MAIN SHALL BE IN ACCORDANCE WITH
STATE BOARD OF HEALTH.
10.ALL UTILITY CROSSING AND CLEARANCES TO BE IN CONFORMANCE
WITH THE REQUIREMENTS OF THE INDIANA STATE BOARD OF
HEALTH.
11.IF EXISTING FIELD TILES ARE ENCOUNTERED DURING CONSTRUCTION
THEY ARE TO BE TIED INTO THE PROPOSED STORM SEWER SYSTEM.
C. O.
UTILITY GENERAL NOTES
LIMITS OF GRADING
CITY OF CARMEL - STORM WATER TECHNICAL STANDARDS MANUAL - SECTION 104.2
MAXIMUM YARD SLOPES ARE 3:1 WHERE SOIL HAS BEEN DISTURBED DURING CONSTRUCTION PROCESSES. FINISHED FLOOR ELEVATION OR THE LOWEST BUILDING ENTRY
ELEVATION SHALL BE NO LESS THAN 6 INCHES ABOVE FINISHED GRADE AROUND THE BUILDING. ALSO, THE BUILDING'S LOWEST ENTRY ELEVATION THAT IS ADJACENT TO AND
FACING A ROAD SHALL BE A MINIMUM OF 12 INCHES ABOVE THE ROAD ELEVATION.
ALL BUILDINGS SHALL HAVE A MINIMUM FLOOD PROTECTION GRADE SHOWN ON THE SECONDARY PLAT. MINIMUM FLOOD PROTECTION GRADE OF ALL STRUCTURES
FRONTING A POND OR OPEN DITCH SHALL BE NO LESS THAN 2 FEET ABOVE ANY ADJACENT 100-YEAR LOCAL OR REGIONAL FLOOD ELEVATIONS, WHICHEVER IS GREATER, FOR
ALL WINDOWS, DOORS, PIPE ENTRANCES, WINDOW WELLS, AND ANY OTHER STRUCTURE MEMBER WHERE FLOODWATERS CAN ENTER A BUILDING.
FOR ALL STRUCTURES LOCATED IN THE SPECIAL FLOOD HAZARDS AREA (SFHA) AS SHOWN ON THE FEMA MAPS, THE LOWEST FLOOR ELEVATIONS OF ALL RESIDENTIAL,
COMMERCIAL, OR INDUSTRIAL BUILDINGS SHALL BE SUCH THAT LOWEST FLOOR ELEVATION, INCLUDING BASEMENT, SHALL BE AT THE FLOOD PROTECTION GRADE AND
THEREFORE HAVE 2 FEET OF FREEBOARD ABOVE THE 100-YEAR FLOOD ELEVATION.
THE LOWEST ADJACENT GRADE FOR RESIDENTIAL, COMMERCIAL, OR INDUSTRIAL BUILDINGS OUTSIDE A FEMA OR IDNR DESIGNATED FLOODPLAIN SHALL HAVE TWO FEET OF
FREEBOARD ABOVE THE FLOODING SOURCE'S 100-YEAR FLOOD ELEVATION UNDER PROPOSED CONDITIONS. LOWEST ADJACENT GRADE IS THE ELEVATION OF THE LOWEST
GRADE ADJACENT TO A STRUCTURE, WHERE THE SOIL MEETS THE FOUNDATION AROUND THE OUTSIDE OF THE STRUCTURE (INCLUDING STRUCTURAL MEMBERS SUCH AS
BASEMENT WALKOUT, PATIOS, DECKS, PORCHES, SUPPORT POSTS OR PIERS, AND RIM OF THE WINDOW WELL.
FOR AREAS OUTSIDE A FEMA OR IDNR DESIGNATED FLOODPLAIN, THE LOWEST ADJACENT GRADE (INCLUDING WALKOUT BASEMENT FLOOR ELEVATION) FOR ALL RESIDENTIAL,
COMMERCIAL, OR INDUSTRIAL BUILDINGS ADJACENT TO PONDS SHALL BE SET A MINIMUM OF 2 FEET ABOVE THE 100-YEAR POND ELEVATION OR 2 FEET ABOVE THE
EMERGENCY OVERFLOW WEIR ELEVATION, WHICHEVER IS HIGHER. IN ADDITION TO THE LOWEST ADJACENT GRADE REQUIREMENTS, ANY BASEMENT FLOOR SHALL BE AT
LEAST A FOOT ABOVE THE PERMANENT WATER LEVEL (NORMAL POOL ELEVATION).
SPECIAL CONSIDERATIONS, BASED ON DETAILED GEOTECHNICAL ANALYSIS, SHOULD BE MADE PRIOR TO CONSIDERING PLACEMENT OF ANY BASEMENT BELOW THE 100-YEAR
FLOOD ELEVATION OF AN ADJACENT FLOODING SOURCE OR POND.
ALL PREMISES SHALL BE GRADED SO AS TO PREVENT THE ACCUMULATION OF STAGNANT WATER THEREON, WITHIN ANY STRUCTURE LOCATED THEREON, OR ON OTHER
PREMISES. STAGNANT WATER SHALL BE DETERMINED AS ANY ACCUMULATION THAT HAS NOT DISPERSED WITHIN SEVEN (7) DAYS OF THE LAST RECORDED LOCAL RAINFALL,
WITH THE EXCEPTION OF STORMWATER DETENTION OR STORMWATER QUALITY FACILITIES APPROVED AND OR PERMITTED BY THE CITY OF CARMEL. GRADING, FILLING,
EXCAVATING OR ANY CHANGE IN THE GRADE OF ANY PREMISES IS PERMITTED OUTSIDE OF PLATTED OR DEDICATED EASEMENTS OR RIGHTS-OF-WAY, BUT SHALL BE
ACCEPTABLE IN APPEARANCE, SHALL NOT CAUSE, CREATE OR RESULT IN OR REPRESENT THE POTENTIAL TO CAUSE, CREATE OR RESULT IN A DETRIMENT (AS DEFINED IN THE
CITY OF CARMEL PROPERTY MAINTENANCE CODE), AND SHALL NOT RESULT IN THE DIVERSION OF STORMWATER TO SURROUNDING PROPERTIES. ANY OBSTRUCTION OF THE
NATURAL FLOW OF DRAINAGE IN THE CITY OF CARMEL IS PROHIBITED.
PLOT SCALE: 1:1 EDIT DATE: 7/11/21 - 9:32 PM EDITED BY: JAVANCE DRAWING FILE: C:\USERS\JAVANCE\DOCUMENTS\_PERSONAL\PROPERTIES\100 PARK LANE\PLANS\C250 SITE DETAILS.DWGPRINT DATE: 7/11/216" COMPACTED & WELL DRAINED
SUBGRADE COMPACTED TO 98% MAX.
DRY DENSITY PER ASTM D698
TACK COAT
PROJECT NUMBER
DRAWN BY
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GJARRETH AND KELSEY VANCE101 9TH ST CARMEL, IN 46032PH. (317) 460-2243100.01
ISSUE DATE: 05/28/2021
VALUE JWV 100 PARK LANE CARMEL, IN 4603205/28/2021
C500
SITE DETAILS100 PARK LANEPERMIT PLANSEXTEND FABRIC TO 8"
BELOW SURFACE
FILTER FABRIC
[CONSIDER USE OF LATH TO
SECURE FABRIC TO POST]WOOD POST
NON WOVEN
GEOTEXTILE
FABRIC
SPACE POSTS PER
MANUFACTURER
RECOMMENDATIONS
STORM SEWER INLET
EROSION CONTROL NOTES:
1.CONSTRUCTION ACTIVITY SHALL CONSIST OF UTILITIES, GRADING, AND STORM SEWER SYSTEM.
2.PRELIMINARY CONSTRUCTION SCHEDULE: CONSTRUCTION SHALL BEGIN IN THE SUMMER 2021. COMPLETION OF THE PROJECT IS ANTICIPATED IN 2022. THIS
SCHEDULE IS SUBJECT TO CHANGE.
3.LAND ALTERATION WHICH STRIPS THE LAND OF VEGETATION, INCLUDING REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION.
4.CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT APPLY.
5.THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM
LEAVING THE SITE.
6.ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED IF DEEMED NECESSARY BY ON SITE INSPECTION.
7.SEDIMENT LADEN WATER SHALL BE DETAINED BY EROSION CONTROL PRACTICES AS NEEDED TO MINIMIZE SEDIMENTATION IN THE RECEIVING STREAM. NO
STORM WATER SHALL BE DISCHARGED FROM THE SITE IN A MANNER THAT CAUSES EROSION AT THE POINT OF DISCHARGE.
8.WASTES AND UNUSED BUILDING MATERIALS SHALL NOT BE ALLOWED TO BE CARRIED FROM THE SITE BY STORM WATER RUNOFF. PROPER DISPOSAL OF ALL
WASTES AND UNUSED BUILDING MATERIALS IS REQUIRED.
9.SEDIMENT BEING TRACKED ONTO PUBLIC OR PRIVATE ROADWAYS SHALL BE MINIMIZED. CLEARED SEDIMENT SHALL BE RETURNED TO THE SITE FOR DISPOSAL.
10.SOIL WHICH HAS ACCUMULATED NEXT TO EROSION CONTROL DEVICES SHALL BE COLLECTED AND RE-DISTRIBUTED ON SITE AFTER EACH RAINFALL EVENT, AND
AT LEAST ONCE A WEEK.
11.IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE SURROUNDED BY ROCK
DONUTS.
12.EXISTING VEGETATION SHALL BE PRESERVED IN AREAS NOT DISTURBED BY CONSTRUCTION ACTIVITY.
13.THERE ARE NO BORROW AREAS OTHER THAN THOSE DESIGNATED.
14.ALL APPLICABLE EROSION CONTROL MEASURES SHALL BE PLACED BEFORE ANY LAND DISTURBING ACTIVITIES.
15.SCHEDULE OF EROSION CONTROL ACTIVITIES:
a.INSTALL INLET PROTECTION AROUND INLETS IMMEDIATELY UPON COMPLETION OF THE STRUCTURE. REMOVE INLET PROTECTION FOR PAVING OPERATION.
REPLACE INLET PROTECTION AFTER PAVING IS COMPLETE. INLET PROTECTION SHALL REMAIN IN PLACE UNTIL VEGETATION IS ESTABLISHED ON SEEDED
AREAS BEHIND THE CURB.
b.THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM. THE AREA SHALL BE STABILIZED AS SOON AS
POSSIBLE. TEMPORARY VEGETATION OR MULCHING SHALL BE USED TO PROTECT EXPOSED AREAS IF PERMANENT VEGETATION CANNOT BE SEEDED WITHIN
14 DAYS OR ACTIVITY CEASES FOR MORE THAN 21 DAYS OR AS DIRECTED BY THE ENGINEER.
c.TOPSOIL REPLACEMENT SHALL TAKE PLACE FROM MARCH 1 TO OCTOBER 31. STOCKPILE TOPSOIL AT ALL OTHER TIMES OF THE YEAR. PERMANENT AND
FINAL VEGETATION AND STRUCTURAL EROSION CONTROL DEVICES SHALL BE INSTALLED WITHIN SEVEN (7) DAYS AFTER FINAL GRADING OR AS SOON AS
POSSIBLE.
18.ADD LIME TO TOPSOIL TO OBTAIN A pH RANGE OF 6.0 TO 7.0. LIME SHALL BE ASTM C 602, CLASS T, AGRICULTURAL LIMESTONE CONTAINING A MINIMUM OF 80
PERCENT CALCIUM CARBONATE EQUIVALENT, WITH A MINIMUM 99 PERCENT PASSING A NO. 8 (2.36 mm) SIEVE AND A MINIMUM 75 PERCENT PASSING A NO.
50 (250 MICROMETER) SIEVE.
19.CONSTRUCTION TRAFFIC SHALL ENTER THE SITE AT THE GRAVEL CONSTRUCTION ENTRANCE AS SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN.
20.CONTRACTOR TO SEED ALL DISTURBED AREAS. FINISH GRADE TO BE SEED AND STRAW.
21.CONTRACTOR SHALL MONITOR TRUCK WASHING AND SEDIMENT TRACKING ONTO STREETS. STREET CLEANING WILL BE REQUIRED BY OWNER IF ROADWAYS
HAVE SOIL FROM THE SITE TRACKED ONTO THEM.
24. THERE SHALL BE NO DIRT, DEBRIS OR STORAGE OF MATERIALS IN THE STREET.
25. PORTABLE TOILETS MUST BE ANCHORED
COMPACTED SOIL
TO PREVENT PIPING
POLYETHYLENE LINING - 10 MIL THICK
LINING TO EXTEND OVER THE BALES WITH
METAL PINS OR STAPLES TO SECURE THE
POLYETHYLENE TO THE STRAW BALES
BINDINGS FOR
STRAW BALES TO BE
PLACED PARALLEL
TO GROUND
STRAW BALE
ENTRENCHED 4"
INTO GROUND
STAKED
STRAW BALE
SIGN TO INDICATE
THE LOCATION OF
THE CONCRETE
WASH AREA
WASHOUT AREA TO
BE 50' MIN. FROM
ANY STORM INLET
POLYETHYLENE
LINING - 10 MIL THICK
LINING TO EXTEND
OVER THE BALES
METAL PINS OR
STAPLES TO SECURE
THE POLYETHYLENE
TO THE STRAW BALES
FLOW
STRAW BALE
ENTRENCHED 4"
INTO GROUND
2 WOOD OR
METAL STAKES
(TYP) PER BALE WASHOUT AREA LENGTH = 20'
WASHOUT AREA WIDTH = 15'
PLAN
PROFILE
NOTE: CONTRACTOR SHALL PROVIDE ADDITIONAL WASHOUT
STRUCTURES OR LARGER STRUCTURES IF REQUIRED
CONCRETE WASHOUT NOTES:
1.LOCATE WASH OUT AREA AT LEAST 50 FEET FROM STORM DRAINS, OPEN DITCHES,
OR BODIES OF WATER. DO NOT ALLOW RUNOFF FROM THIS AREA BY
CONSTRUCTING A TEMPORARY PIT OR BERMED AREA LARGE ENOUGH FOR LIQUID
AND SOLID WASTE.
2.TEMPORARY WASH OUT FACILITIES SHOULD HAVE A TEMPORARY PIT AREA OF
SUFFICIENT VOLUME TO COMPLETELY CONTAIN ALL LIQUID AND SOLID WASTE
CONCRETE MATERIALS GENERATED DURING WASH OUT PROCEDURES.
3.ONLY CONCRETE FROM MIXER TRUCK CHUTES SHOULD BE WASHED INTO WASH
OUT PIT.
4.PLASTIC LINING MATERIAL SHOULD BE A MINIMUM OF 10 MIL POLYETHYLENE
SHEETING AND SHOULD BE FREE OF HOLES, TEARS, OR OTHER DEFECTS THAT
COMPROMISE THE IMPERMEABILITY OF THE MATERIAL.
5.THE CONCRETE WASHOUT AREA SHALL BE INSPECTED DAILY FOR PUNCTURES OR
TEARS IN THE PLASTIC LINER. THE LINER SHALL BE REPLACED UPON REMOVAL OF
HARDENED CONCRETE.
6.TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD BE MAINTAINED TO
PROVIDE ADEQUATE HOLDING CAPACITY WITH A MINIMUM FREEBOARD OF 12
INCHES. MAINTAINING TEMPORARY CONCRETE WASH OUT FACILITIES SHOULD
INCLUDE REMOVING AND DISPOSING OF HARDENED CONCRETE AND RETURNING
THE FACILITY TO A FUNCTIONAL CONDITION. HARDENED CONCRETE MATERIALS
SHOULD BE REMOVED AND DISPOSED OF. IN ACCORDANCE WITH LOCAL
STANDARDS.
7.CONCRETE WASHOUT AREAS SHALL BE CLEARLY MARKED WITH LATH & FLAGGING
AND A SIGN POSTED AND LABELED "CONCRETE WASHOUT". LATH AND FLAGGING
SHOULD BE COMMERCIAL TYPE.
8.THE CONCRETE WASH OUT AREA SHALL BE REPAIRED AND/OR ENLARGED AS
NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE.
9.WASHOUT FACILITIES MUST BE CLEANED, OR NEW FACILITIES MUST BE
CONSTRUCTED AND READY FOR USE ONCE THE WASHOUT IS 75% FULL. 10. AT THE
END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND
LEGALLY DISPOSED OF AT AN APPROVED SITE
STORM SEWER & SANITARY SEWER CLEANOUT
NOT TO SCALE
PLASTIC PIPE (PVC & HDPE) BEDDING DETAIL
NOT TO SCALE
IF NOT WITHIN 5' OF
EDGE OF PAVEMENT,
USE #8 CRUSHED STONE
OR APPROVED EQUIV.
CLASS I BEDDING
MATERIAL HAND
TAMPED OR WALKED
INTO PLACE TO MIN. OF
12" ABOVE TOP OF PIPE
AND REGULAR BACKFILL
TO TOP OF TRENCH.
IF WITHIN 5' OF EDGE OF
PAVEMENT, USE #8 CRUSHED
STONE OR APPROVED EQUIV.
CLASS I BEDDING MATERIAL
HAND TAMPED OR WALKED
INTO PLACE TO MIN. OF 12"
ABOVE TOP OF PIPE AND "B"
BORROW COMPACTED TO
95% STANDARD PROCTOR
DENSITY TO TOP OF TRENCH.
EDGE OF PAVEMENT,
CURB GUTTER OR
SIMILAR STRUCTURE
IN THE PUBLIC
RIGHT-OF-WAY
DISTANCE DEFINED BY D.O.T.
REQUIREMENT
MIN. 6" TOPSOIL TO ENSURE GRASS
GROWTH IF NOT UNDER PAVEMENT
NOTE:
ALL INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12"
BALANCED LIFTS.
A MINIMUM 9" OF CLEARANCE SHALL BE PROVIDED ON EACH
SIDE OF INSTALLED PIPE.
TOP SOIL
GEO-TEXTILE
FABRIC
NO. 8 WASHED GRAVEL
TOP OF GRADE
6" PERF. PIPE
6" UNDERDRAIN DETAIL
NOT TO SCALE 2"4"6"4"6"6"6"
GEO-TEXTILE
FABRIC
DIMENSIONAL
FIBERGLASS SHINGLES
W/ 154 FELT OVER
1/2" EXT. SHEATHING
4" x 12" ALUM. 12 () 2x4 BUILD-UP
SOFFIT VENTS SEE PLANS 0DETERMINED BY
® 8'-0" O.C. ROOF PITCH
2x4 2x2
6" PREFINISHED
ALUM. GUTTER
(SLOPE TO DRAIN)
I/2" GYP. BOARD W/ ASPHALT
12" OHTEXTURED FINISH e� I 1 SHINGLES
..
IX6 FASCIA BOARD 8n2
BLOWN -IN INSULATION IX6 GUTTER BOARD
(R-38) IX6 FRIEZE BOARD
HARDI-BOARD 12° OVERHANG 9'-I I/8" 2ND FLOOR PLATE HEIGHT
PERFORATED SOFFIT (2) 2X4 TOP PLATE _ T STUD WALL TYP.
1/2" GYP. BOARD
6 -Ir wlNDow HEADER HEIGHT
IX6 FRIEZE BOARD (2) 2XI2 WINDOW HEADER
WINDOW
LAP SIDING 2X4 STUDS AT 16" O.C. ED
GATT. INSUL. (R-19) ASPHALT
4 MILSHINGLES 1�
. VAPOR BARRIER 3
I/2" EXT. HIGH °R" 8/12 SECOND FLOOR HEIGHT
INSUL. SHEATHING 3/4DECKING " PLYWOOD FLR II 1/8' TJI JOISTS
9'-I 1/8" IST FLOOR PLATE HEIGHT
TJI JOIST AT 14" O.C. Ix12 POPLAR SKIRTBOARDS Oo
8" WINDOW HEADER HEIGHT
2x12 WOOD STRINGERS �Oo SIDING
2x12 RIM JST. (2) 2X4 TOP PLATE 1 I/8" PARTIAL BOARD ❑
I/2" EXT. HIGH "R" 2X4 STUDS AT 16" O.C. TREAD CAPS o�0 OQ
INSUL SHEATHING 4 11T. VAPOR BARRIER �10" TREAD Ll �-j
�o�] 0
I" NOSING B 0'-0' FIRST FLOOR HEIGHT
LAP SIDING <o oho 0 0 _ o e o 0
� a � � -� � O p o II l/8° TJI JOISTS
TOP OF FOUNDATION WALL
(2) 2x4 DOOR T-6• WINDOW HEADER HEIGHT
GATT. INSUL. (R-I9) HEADER ® 6'-8" A.F.F. _ LEFT ELEVATION R I G H T ELEVATION
1/2" GYP. BOARD WOOD DOOR
IX6 TRIM BOARD I/2" GYP. BOARD
2X4 BOTTOM PLATE SCALE: /8"4-0" SCALE: /8"-1'-0"
� /
BRICK SILL 3/4" PLYWOOD FLR.
2x12 RIM JST.
DECKING I/2" DRYWALL�- 9'-lo 1/8" BASEMENT SLAB
TJI JOIST AT 19" O.C. Ix12 POPLAR SKIRTBOARDS
MASONRY STONE W/ 2x12 WOOD STRINGERS
I" AIR SPACE 2x4 TREATED TOP 1 I/8" PARTIAL BOARD
PLATE ANCHOR BOLT TREAD CAPS
�10" TREAD g 2
- - BATT. INSUL. f R-ID I" NOSING 8/12
I/2 GYP. BOARDcl
9'-0" X 8" CONTINUOUS (2) 2x4 DOOR =
CONC. WALL ac HEADER D C-8" A.F.F.
WOOD DOOR
2x4 STUDS El C O.C. ------ ------ -- - - - - - - - - -
WATER PROOFING -1/2" GYP. BOARD
2x4 TREATED PLATE
PEA FILL 4" CONC SLAB OVER 4" CONC SLAB
COMPACTED FILL I/T DRYWALL
7777
6" PERFORATED ..... ASPHALT
DRAIN 6" DRAIN TILE SHINGLES
HOOKED TO SUMP PUMP T T
en2
21" X 8" CONTINUOUS T-I I/8' 2ND FLOOR PLATE HEIGHT I O FOOTING 6'-II" WINDOW HEADER HEIGHT (� / 2 8 / 12
&4 L L F r T I O N ASPHALT
SHINGLES �
'A_n1 L: I/ -I -I V
1'1 3AIN'Ra03,T� IIralII
1)1r-ILL: I/ V -I \/
FRONT ELEVATION
SCALE: 1/4=1-0
SECOND FLOOR HEIGHT
1-8° WINDOW HEADER HEIGHT
0'-0• FIRST FLOOR HEIGHT
T-6° WINDOW HEADER HEIGHT
- 9'-10 1/8' BASEMENT SLAB
9'-1 1/8" 2ND FLOOR PLATE HEIGHT
C-II" WINUUW HEAUEK HEIUH I
�Cr r1AIn GI /)/)D ul=1r-uT
1-1 1/0 11) 1 r1-VVK t l-A I C 1-it:iu-f I
T-8" WINDOW HEADER HEIGHT
IX6 CORNER BOARD
I" REVEAL SOLDIER COURSE
n'-n° E12ST PI nnP 1-11=Ir.WT
II 1/0 111 JV10 10
TOP OF FOUNDATION WALL
I. VERIFY ALL TYPES AND SIZES OF WINDOW
UNITS AND DOORS WITH BUILDER. NOTIFY
BUILDER OF ANY DISCREPANCIES.
2. VERIFY LOCATIONS, TYPES AND SIZES OF
VENTS AND EXTERIOR TRIM WITH BUILDER.
3. ALL ROOF, CHIMNEY AND WALL
INTERSECTIONS SHALL BE FLASHED WITH
ALUMINUM OR BETTER MATERIAL.
SQUARE FOOTAGE TABLE
FOUNDATION
TOTAL SQUARE FOOTAGE
=INISHED SQUARE FOOTAGE
'1ECH./STORAGE SQUARE FOOTAGE
::RAWL SPACE
FIRST FLOOR
=INISHED SQUARE FOOTAGE
:aARAGE SQUARE FOOTAGE
3ACK PORCH SQUARE FOOTAGE
=RONT PORCH SQUARE FOOTAGE
SECOND FLOOR
1661 IF
1382 IF
279 IF
0 IF
1710 IF
1112 IF
328 IF
249 IF
=INISHED SQUARE FOOTAGE 820 SF
JNFINISHED SQUARE FOOTAGE 0 SF
TOTAL FINISH SQ. FT. 3912 SF
TOTAL SQUARE FOOTAGE 4191 SF
**NOTE**
IT IS THE BUILDER/ OWNERS RESPONSIBILITY TO VERIFY
THE PROPER AIR SPACE BETWEEN ALL BRICK AND WOOD
WALLS WITH HOUSE WRAP, TO PREVENT WATER INFILTRATION.
BUILDER/ OWNER SHOULD SEEK THE ASSISTANCE OF A
QUALIFIED ENGINEER FOR THE PROPER SIZING OF ALL
STRUCTURAL HEADERS, RAFTERS, SUPPORT BEAMS,
LAMINATED BEAMS, JOISTS, FOOTINGS, ETC. IT IS THE
BUILDER/ OWNER RESPONSIBILITY TO VERIFY ALL DIMENSIONS
8 DESICzN OF THESE DOCUMENTS FOR ACCURACY.
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(2) 2XI2 HDR.
WINDOW 8 DOOR FRAMING DTL
GENERAL FOUNDATION PLAN NOTES:
I. ALL FOOTINGS SHALL BE BELOW FROST LINE
MINIMUM SIZE SHALL BE AS PER LOCAL
CODE.
2. FOUNDATION WALLS SHALL BE 8" THICK OR
MINIMUM SIZE AS PER LOCAL CODE.
3. ALL FOUNDATION ANCHORS SHALL BE C-0"
ON CENTER AND 2 PER CORNER.
4. GRADE ALL SOIL AWAY FROM DWELLING TO
PROVIDE POSITIVE DRAINAGE. MAINTAIN 4"
SPACE BETWEEN GRADE AND ANY WOOD
TRIM.
5. ALL WORK IS TO BE PERFORMED AND
PROVIDED, TO MEET OR EXCEED LOCAL
BUILDING CODES.
4. VERIFY ALL MASONRY LINTEL SIZES AND
TYPES WITH BUILDER PRIOR TO PERFORMING
WORK.
1. IN UNFINISHED AREAS ALL DIMENSIONS ARE
TO THE FACE OF THE FOUNDATION WALL
8. IN FINISHED AREAS ALL DIMENSIONS ARE TO
THE FACE OF THE FRAMED WALL.
9. FACE OF FRAMED WALLS TO BE 4" OR 4 1/2"
OUT FROM FACE OF FOUNDATION WALL.
SQUARE FOOTAGE TABLE
FOUNDATION
TOTAL SQUARE FOOTAGE
1661
SF
FINISHED SQUARE FOOTAGE
1382
SF
MECH./STORAGE SQUARE FOOTAGE
279
SF
CRAWL SPACE
0
SF
FIRST FLOOR
FINISHED SQUARE FOOTAGE
1710
SF
GARAGE SQUARE FOOTAGE
1112
SF
BACK PORCH SQUARE FOOTAGE
328
SF
FRONT PORCH SQUARE FOOTAGE
249
SF
SECOND FLOOR
FINISHED SQUARE FOOTAGE
820
SF
UNFINISHED SQUARE FOOTAGE
0
SF
TOTAL FINISH SQ. FT.
3912
SF
TOTAL SQUARE FOOTAGE
4191 SF
$$
IT IS THE BUILDER/ OWNERS RESPONSIBILITY TO VERIFY
THE PROPER AIR SPACE BETWEEN ALL BRICK AND WOOD
WALLS WITH HOUSE WRAP, TO PREVENT WATER INFILTRATION.
BUILDER/ OWNER SHOULD SEEK THE ASSISTANCE OF A
QUALIFIED ENGINEER FOR THE PROPER SIZING OF ALL
STRUCTURAL HEADERS, RAFTERS, SUPPORT BEAMS,
LAMINATED BEAMS, JOISTS, FOOTINGS, ETC. IT IS THE
BUILDER/ OWNER RESPONSIBILITY TO VERIFY ALL DIMENSIONS
1 DESIGN OF THESE DOCUMENTS FOR ACCURACY.
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4
PATE
6/16/21
DUJN NO
10
FIRST FLOOR PLAN
SCALE: 1/4"=1'-0"
WALL HEIGHT - 9'-1 1/8"
(2) 1 3/4" X 14" LVL BEAM HEADER
1000 LB ANCHOR STRAP
TOP PLATE
ANCHOR BOLT e 4'-0"
2x4 BOTTOM PLATE
:,E DOOR FRAMING DETAIL
GENERAL FLOOR PLAN NOTES:
I. ALL INTERIOR WALLS ARE 2X4 OR 2X6 AS
SHOWN. EXTERIOR WALLS ARE 2X4 OR 2X6 W/
ONE LAYER OF 1/2" SHEATHING. ALIGN EXTERIOR
OF SHEATHING WITH FOUNDATION WALL. ALL
ANGLED WALLS ARE 45 DEGREES FROM
ADJACENT WALL UNLESS OTHERWISE NOTED.
2. CONFIRM ALL HEADER HEIGHTS AND SIZES
PRIOR TO START OF FRAMING. ALL OPENINGS
ARE TO BE 4" FROM ADJACENT WALL UNLESS
NOTED OTHERWISE.
3. VERIFY ALL TYPES AND SIZES OF WINDOW UNITS
AND DOORS WITH OWNER/BUILDER. NOTIFY
BUILDER OF ANY DISCREPANCIES.
4. VERIFY LOCATION, TYPES AND SIZES OF VENTS
AND EXTERIOR TRIM WITH OWNER/BUILDER.
S. INSULATE HIDDEN AREAS OR ASSEMBLIES
BEFORE COVERING.
4. BUILDER/LUMBER SUPPLIER SHALL SPECIFY
SIZES OF DIMENSIONAL LUMBER FOR FLOOR AND
ROOF SYSTEMS. NOTIFY BUILDER/LUMBER
SUPPLIER IMMEDIATELY OF ANY DISCREPANCIES.
1. STEEL LINTELS OR WOOD BEARING AREAS,
PROPERLY SIZED, ARE TO BE PROVIDED
OVER ALL OPENINGS TO SUPPORT MASONRY
VENEER.
8. ALL ROOF AND WALL INTERSECTIONS SHALL BE
FLASHED WITH ALUMINUM OR BETTER MATERIAL.
9. ALL BEDROOM EGRESS WINDOWS TO MEET MIN.
CLEAR OPENING OF 5.1 FT2 UNLESS NOTED
OTHERWISE. ONE WINDOW MINIMUM NEEDED PER
BEDROOM.
GARAGE DOOR FRM. DTL.
SCALE: 1/4"=1'-0"
SQUARE FOOTAGE TABLE
FOUNDATION
TOTAL SQUARE FOOTAGE
FINISHED SQUARE FOOTAGE
MECH./STORAGE SQUARE FOOTAGE
CRAWL SPACE
FIRST FLOOR
FINISHED SQUARE FOOTAGE
GARAGE SQUARE FOOTAGE
BACK PORCH SQUARE FOOTAGE
FRONT PORCH SQUARE FOOTAGE
SECOND FLOOR
FINISHED SQUARE FOOTAGE
UNFINISHED SQUARE FOOTAGE
1661 SF
1382 SF
279 SF
0 SF
1710 SF
1112 SF
328 SF
249 SF
820 SF
0 SF
TOTAL FINISH 50. FT. 3912 SF
TOTAL SQUARE FOOTAGE 4191 SF
IS THE BUILDER/ OWNERS RESPONSIBILITY TO VERIFY
THE PROPER AIR SPACE BETWEEN ALL BRICK AND WOOD
WALLS WITH HOUSE WRAP, TO PREVENT WATER INFILTRATION.
BUILDER/ OWNER SHOULD SEEK THE ASSISTANCE OF A
QUALIFIED ENGINEER FOR THE PROPER SIZING OF ALL
STRUCTURAL HEADERS, RAFTERS, SUPPORT BEAMS,
LAMINATED BEAMS, JOISTS, FOOTINGS, ETC. IT IS THE
BUILDER/ OWNER RESPONSIBILITY TO VERIFY ALL DIMENSIONS
i DESIGN OF THESE DOCUMENTS FOR ACCURACY.
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SHEET NO
A - 3
OF 4
PATE
4/14/21
pUJN NO
10
-----------------------------------------
COVERED PORCH BELOW
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FIRST FLOOR WALL BELOW GARAGE WALL BELOW
30"X30"
ACCESS
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SECOND FLOOR PLAN
SCALE: 1/4"=1'-0"
WALL HEIGHT - 9'-I I/8"
GENERAL FLOOR PLAN NOTES:
I. ALL INTERIOR WALLS ARE 2X4 OR 2X6 AS
SHOWN. EXTERIOR WALLS ARE 2X4 OR 2X6 W/
ONE LAYER OF 1/2" SHEATHING. ALIGN EXTERIOR
OF SHEATHING WITH FOUNDATION WALL. ALL
ANGLED WALLS ARE 45 DEGREES FROM
ADJACENT WALL UNLESS OTHERWISE NOTED.
2. CONFIRM ALL HEADER HEIGHTS AND SIZES
PRIOR TO START OF FRAMING. ALL OPENINGS
ARE TO BE 4" FROM ADJACENT WALL UNLESS
NOTED OTHERWISE.
3. VERIFY ALL TYPES AND SIZES OF WINDOW UNITS
AND DOORS WITH OWNER/BUILDER. NOTIFY
BUILDER OF ANY DISCREPANCIES.
4. VERIFY LOCATION, TYPES AND SIZES OF VENTS
AND EXTERIOR TRIM WITH OWNER/BUILDER.
S. INSULATE HIDDEN AREAS OR ASSEMBLIES
BEFORE COVERING.
4. BUILDER/LUMBER SUPPLIER SHALL SPECIFY
SIZES OF DIMENSIONAL LUMBER FOR FLOOR AND
ROOF SYSTEMS. NOTIFY BUILDER/LUMBER
SUPPLIER IMMEDIATELY OF ANY DISCREPANCIES.
1. STEEL LINTELS OR WOOD BEARING AREAS,
PROPERLY SIZED, ARE TO BE PROVIDED
OVER ALL OPENINGS TO SUPPORT MASONRY
VENEER.
8. ALL ROOF AND WALL INTERSECTIONS SHALL BE
FLASHED WITH ALUMINUM OR BETTER MATERIAL.
9. ALL BEDROOM EGRESS WINDOWS TO MEET MIN.
CLEAR OPENING OF 5.1 FT2 UNLESS NOTED
OTHERWISE. ONE WINDOW MINIMUM NEEDED PER
BEDROOM.
SQUARE FOOTAGE TABLE
FOUNDATION
TOTAL SQUARE FOOTAGE
FINISHED SQUARE FOOTAGE
rIECH./STORAGE SQUARE FOOTAGE
CRAWL SPACE
FIRST FLOOR
FINISHED SQUARE FOOTAGE
GARAGE SQUARE FOOTAGE
BACK PORCH SQUARE FOOTAGE
FRONT PORCH SQUARE FOOTAGE
SECOND FLOOR
FINISHED SQUARE FOOTAGE
UNFINISHED SQUARE FOOTAGE
1661 SF
1382 SF
279 SF
0 SF
1710 SF
1112 SF
328 SF
249 SF
820 SF
0 SF
TOTAL FINISH 50. FT. 3912 SF
TOTAL SQUARE FOOTAGE 4191 SF
#NOTE0 '
IT IS THE BUILDER/ OWNERS RESPONSIBILITY TO VERIFY
THE PROPER AIR SPACE BETWEEN ALL BRICK AND WOOD
WALLS WITH HOUSE WRAP, TO PREVENT WATER INFILTRATION.
BUILDER/ OWNER SHOULD SEEK THE ASSISTANCE OF A
QUALIFIED ENGINEER FOR THE PROPER SIZING OF ALL
STRUCTURAL HEADERS, RAFTERS, SUPPORT BEAMS,
LAMINATED BEAMS, JOISTS, FOOTINGS, ETC. IT IS THE
BUILDER/ OWNER RESPONSIBILITY TO VERIFY ALL DIMENSIONS
i DESIGN OF THESE DOCUMENTS FOR ACCURACY.
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SHEET NO
A-04
OF 4
PATE
4/14/21
pUJN NO
10
May 29, 2021
Dear City of Carmel BZA Committee,
As the owner of 105 Park Lane and the neighbors of Jarreth and Kelsey Vance, owners of 100
Park Lane, we are writing to let you know that we support the following variances for the
Vance's build:
City of Carmel Zoning Ordinance 8.04.03 Minimum Lot Standards:
A. Minimum Front Yard: noted as 35 feet whereas proposed as approximately 31.55 feet
and only being encroached by the primary structure's front porch.
C. Minimum Aggregate Side Yard: noted as 15 feet whereas proposed as a minimum of 10
feet.
Please feel free to contact us with any questions you might have.
Sincerely,
Patrick Meharry
s=
May 29, 2021
Dear City of Carmel BZA Committee,
As the owners of 112 Park Lane and the neighbors of Jarreth and Kelsey Vance, owners of 100
Pa rk Lane, we a re writing to let you know that we support the following variances for the
Vance's build:
City of Carmel Zoning Ordinance 8,04,03 Minimum Lot Standards:
A. Minimum Front Yard: noted as 35 feet whereas proposed as approximately 31.55 feet
and only being encroached by the primary structure's front porch.
C. Minimum Aggregate Side Yard: noted as 15 feet whereas proposed as a minimum of 10
feet.
Please feel free to contact us with any questions you might have.
Sincerely,
/lzl
Terry & Donna Prather
Page 10 of 12 Filename: Hearing Officer Development Standards Variance Application & Instructions 2021.docx Revised 2/25/2021
BALLOT SHEET: FINDINGS OF FACT, DEVELOPMENT STANDARDS VARIANCE
CARMEL ADVISORY BOARD OF ZONING APPEALS
(Petitioner to fill out 1st two blanks only)
Docket No.: _PZ-2021-00122 124 125_________________________
Petitioner: _Jarreth and Kelsey Vance_______________________
1.
___________________________________________________________________________________________
___________________________________________________________________________________________
___________________________________________________________________________________________
___________________________________________________________________________________________
___________________________________________________________________________________________
2.
___________________________________________________________________________________________
___________________________________________________________________________________________
___________________________________________________________________________________________
___________________________________________________________________________________________
___________________________________________________________________________________________
3. _________________________________________________________________________________________
___________________________________________________________________________________________
___________________________________________________________________________________________
___________________________________________________________________________________________
___________________________________________________________________________________________
DATED THIS ________________ DAY OF ______________________________________, 20 ___________.
______________________________________________
Board Member