HomeMy WebLinkAboutExtra Space - Carmel_ Civils (07-13-2020 progress updates).pdf116th ST.
CONSTRUCTION PLANS FOR
CARMEL SELF STORAGE
147 & 155 WEST CARMEL DRIVE
CARMEL, IN 46032
DOCKET #PZ20010015-17 DP ADLS UV V
C001
TITLE SHEET
W190582-C001 title
NO SCALE
HAMILTON COUNTY
PROJECT LOCATION PROJECT LOCATION
AREA MAP LOCATION MAP
PROJECT BM
HARRISON MONUMENT AT THE EAST QUARTER CORNER OF SECTION 36, TOWNSHIP18
NORTH, RANGE 03 EAST PER HAMILTON COUNTY SURVEYOR'S OFFICE CORNER
NUMBER 18033606. LOCATED IN THE SOUTHBOUND LANE OF RANGELINE ROAD
APPROXIMATELY 190 FEET NORTH OF THE INTERSECTION OF EXECUTIVE DRIVE AND
RANGELINE ROAD.
ELEV.844.55 (NAVD 88)
SITE TBM
CUT 'X' ON THE SOUTH BONNET BOLT OF A FIRE HYDRANT LOCATED APPROXIMATELY 22
FEET NORTHWEST OF THE NORTHWEST CORNER OF THE SURVEYED REAL ESTATE ON
THE SOUTH SIDE OF CARMEL DRIVE.
ELEV.831.54 (NAVD 88)
BENCHMARK INFORMATION
APPROXIMATELY 4.3 ACRES LOCATED AT 147 AND 155 WEST CARMEL DRIVE - PART
OF SOUTHEAST 1
4, SECTION 36, TOWNSHIP 18 NORTH, RANGE 3 EAST, CLAY
TOWNSHIP, HAMILTON COUNTY, INDIANA
LAND DESCRIPTION
PLANS PREPARED FOR
ADAM FRENCH PROPERTY, LLC
9000 KEYSTONE CROSSING, SUITE 660
INDIANAPOLIS, IN 46240
TELEPHONE: (317) 733-6400
CONTACT PERSON: JIM ADAMS
EMAIL: JADAMS@FILCOLTD.COM
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND
APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO
STARTING CONSTRUCTION.
2. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING
CONSTRUCTION
3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY AND COORDINATE CONSTRUCTION WITH
ALL RESPECTIVE UTILITIES.
4. ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE
ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS.
5. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL
RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN
DEPTH.
6. IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A
TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER.
7. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY
CONTROL THROUGHOUT THIS PROJECT.
8. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL
STANDARDS.
9. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS
ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
10. ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND CONNECTED TO NEW
W
W
W
G
G
N00°01'56"W(M)
N00°49'00"E(D)
178.64'(M) 180.08'(D)
WEST CARMEL DRIVE
S00°05'46"E(M) S00°45'10"W(D) 411.64'
N00°05'46"W(M) N00°45'10"E(D) 398.63'
S89°17'51"W(M) N89°51'24"W(D) 226.23'
S89°17'51"W(M) N89°51'24"W(D) 206.01'
N89°25'05"E(M) S89°43'58"E(D) 206.02'
N00°50'56"W(M)
N89°26'06"E(M) S89°42'58"E(D) 189.95'
S00°50'56"E(M)
S00°00'00"E (D)
181.33'(M) 182.73'(D)
N89°48'49"E(M) S89°20'15"E(D) 190.00'
N89°25'05"E(M) S89°43'58"E(D) 241.02'
N00°01'56"W(M)
N00°49'00"E(D)
4.56'
S89°17'51"W(M)
N89°51'24"W(D)
299.23'
DELTA=10°06'20"
R=561.07'
T=49.61'
L=98.96'
CH BRG=N83°08'42"W(M)
CH LEN=98.83'
G
G G
G
G
W
W
W
W
C
E
E
E E
E
E E E
E
E
E
E
W
W
G G
G
G
G
C
C
C
*
C101
EXISTING CONDITIONS
W190582-C100 existing conditions
REVISIONS AND ISSUES
Part of Section 36, Township 18 North, Range 3 East, Hamilton County, Indiana
W19.0582
PREPARED FOR:
147 & 155 WEST CARMEL DRIVE, CARMEL, INDIANA
PROJECT NO.
SHEET NO.
CHECKED BY:
DRAWN BY:
SSR
DESIGNED BY:
DWG NAME:
PROJECT NO.:
W19.0582
DATE BY
06.08.2020
SSR
DATE:
SSR
APPROVAL PENDING
NOT FOR CONSTRUCTION
CARMEL SELF STORAGE
ISSUED FOR CITY REVIEW 01.13.2020 BJS
ISSUED FOR TAC REVISIONS 05.12.2020 BJS
ENGINEERS 317 | 846 - 6611
800 | 452 - 6408
317 | 843 - 0546 fax
WEIHE
Land Surveying | Civil Engineering
Landscape Architecture
ALLAN H. WEIHE, P.E., L.S. - FOUNDER
10505 N. College Avenue
Indianapolis, Indiana 46280
weihe.net
Build with confidence. SM
STEVEN SCOTT RUCKER, PE No. 11300279
06/08/2020
TAC REVISIONS 03.30.2020 BJS
ISSUED FOR TAC REVISIONS 06.08.2020
W
S
N
E
PROJECT BM
HARRISON MONUMENT AT THE EAST QUARTER CORNER OF SECTION 36, TOWNSHIP18
NORTH, RANGE 03 EAST PER HAMILTON COUNTY SURVEYOR'S OFFICE CORNER
NUMBER 18033606. LOCATED IN THE SOUTHBOUND LANE OF RANGELINE ROAD
APPROXIMATELY 190 FEET NORTH OF THE INTERSECTION OF EXECUTIVE DRIVE AND
RANGELINE ROAD.
ELEV.844.55 (NAVD 88)
SITE TBM
CUT 'X' ON THE SOUTH BONNET BOLT OF A FIRE HYDRANT LOCATED APPROXIMATELY 22
FEET NORTHWEST OF THE NORTHWEST CORNER OF THE SURVEYED REAL ESTATE ON
THE SOUTH SIDE OF CARMEL DRIVE.
ELEV.831.54 (NAVD 88)
BENCHMARK INFORMATION
8
E
OHU
OHU
OHU
OHU
OHU
OHU
OHU OHU
OHU OHU
OHU OHU
OHU
OHU
OHU
OHU
OHU
OHU OHU
OHU
OHU
OHU
OHU
OHU
G
W
W
W
G
G
W
WEST CARMEL DRIVE
G
G G G
G
W
W W
W
C
E
E
E
E
E
E E
E
E E
E
E
W
W
G G
G
G
G
C
C
C
C
C C
C
C C
W
W
W
W
WEST CARMEL DRIVE
G
G
PROPOSED BUILDING
20,121SF± PER FLOOR
F.F.E. = 829.85
D D D D D D
D
D D
D D D D D D D
D
D
D
D
D D D D D D D D D D D D D D D D
D D D D
D D D D D D D D D D D D D D D D
C
STM STM
STM STM STM STM
STM STM STM STM STM STM
STM
ESMT. FOR BMP,
DETENTION, AND ACCESS
ESMT. FOR BMP,
DETENTION, AND ACCESS
ESMT. FOR BMP,
DETENTION, AND ACCESS
ESMT. FOR BMP,
DETENTION, AND ACCESS
W W W W W W W W W W W W W W
W W W W
E
E E
E E E E E E E
DRY POND
IP
IP
IP
IP
SD SD SD SD SD SD SD SD SD SD SD SD SD SD
SF
SF
SF
SF
SF
SF
SF
IP
SF SF
SF SF SF SF SF
SF SF SF SF SF SF
SF
SF
SF
6
SEDIMENTATION/SILT FENCE
INSTALLATION
PREFABRICATED SILT FENCE
1. LAY OUT THE LOCATION OF THE FENCE SO THAT IT IS PARALLEL TO THE CONTOUR OF THE SLOPE AND AT LEAST 10 FEET BEYOND THE TOE OF THE SLOPE TO PROVIDE A SEDIMENT
STORAGE AREA. TURN THE ENDS OF THE FENCE UP SLOPE SUCH THAT THE POINT OF CONTACT BETWEEN THE GROUND AND THE BOTTOM OF THE FENCE END TERMINATES AT A HIGHER
ELEVATION THAN THE TOP OF THE FENCE AT ITS LOWEST POINT.
2. EXCAVATE AN EIGHT-INCH DEEP BY FOUR-INCH WIDE TRENCH ALONG THE ENTIRE LENGTH OF THE FENCE LINE. INSTALLATION BY PLOWING IS ALSO ACCEPTABLE.
3. INSTALL THE SILT FENCE WITH THE FILTER FABRIC LOCATED ON THE UP-SLOPE SIDE OF THE EXCAVATED TRENCH AND THE SUPPORT POSTS ON THE DOWN-SLOPE SIDE OF THE TRENCH.
4. DRIVE THE SUPPORT POSTS AT LEAST 18 INCHES INTO THE GROUND, TIGHTLY STRETCHING THE FABRIC BETWEEN THE POSTS AS EACH IS DRIVEN INTO THE SOIL. MINIMUM OF 12 INCHES
OF THE FILTER FABRIC SHOULD EXTEND INTO THE TRENCH.
5. LAY THE LOWER FOUR INCHES OF FILTER FABRIC ON THE BOTTOM OF THE TRENCH AND EXTEND IT TOWARD THE UP-SLOPE SIDE OF THE TRENCH.
6. BACKFILL THE TRENCH WITH SOIL MATERIAL AND COMPACT IT IN PLACE.
NOTE: IF THE SILT FENCE IS BEING CONSTRUCTED ON-SITE, ATTACH THE FILTER FABRIC TO THE SUPPORT POSTS AND ATTACH WOODEN LATHE TO SECURE THE FABRIC TO THE POSTS.
ALLOW FOR AT LEAST 12 INCHES OF FABRIC BELOW GROUND LEVEL. COMPLETE THE SILT FENCE INSTALLATION, FOLLOWING STEPS 1 THROUGH 6 ABOVE.
MAINTENANCE
_ INSPECT WITHIN 24 HOURS OF A RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS.
_ IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. NOTE: ALL REPAIRS SHOULD MEET
SPECIFICATIONS AS OUTLINED WITHIN THIS MEASURE.
_ REMOVE DEPOSITED SEDIMENT WHEN IT IS CAUSING THE FILTER FABRIC TO BULGE OR WHEN IT REACHES ONE-HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT. WHEN
CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, GRADE THE SITE TO BLEND WITH THE SURROUNDING AREA, AND STABILIZE.
REFERENCE IN CHAPTER 7 PAGES 215-221 IN THE INDIANA STORM WATER QUALITY MANUAL
2-WOOD POST/STAKES WRAPPED
WITH SILT FENCE AND ROTATED AT
LEAST ONE FULL TURN TO SECURE
SILT FENCE END IN PLACE
SILT FENCE
SILT FENCE
POST
TO JOIN TO
ENDS OF TWO
FENCES.
EMBEDDED SILT FENCE MATERIAL MIN. 8"
INTO GROUND W/ 4" LAID ALONG BOTTOM OF
TRENCH. SOIL SLICING IN ACCORDANCE
WITH ASTM D 6462 8.2.2 IS ALSO
ACCEPTABLE.
GEOTEXTILE FABRIC LAID ON
DOWN SLOPE SIDE AND
BOTTOM OF TRENCH
8"X4" TRENCH TO BE BACKFILLED
AND COMPACTED
WOVEN FILTER FABRIC SILT
FENCE MATERIAL COVER
POST 2"X2" WOOD OR 1.33
LBS/FOOT STEEL 6' MAX.
SPACING
EMBEDDED SILT FENCE MATERIAL MIN. 8"
INTO GROUND W/ 4" LAID ALONG BOTTOM OF
TRENCH. SOIL SLICING IN ACCORDANCE WITH
ASTM D 6462 8.2.2 IS ALSO ACCEPTABLE.
GEOTEXTILE FABRIC LAID
ON DOWN SLOPE SIDE AND
BOTTOM OF TRENCH
POST 2"X2" WOOD OR 1.33 LBS/FOOT
STEEL 8' MAX. SPACING
WIRE FENCE 14 GUAGE (MIN)-6" MESH
REQ'D. IN SWALES OR AREAS OF
CONCENTRATED FLOW
NONWOVEN FILTER FABRIC -
SECURE TO POSTS WITH 2" LATH
EROSION CONTROL BLANKET
STAPLE PATTERN
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING
ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE: WHEN USING CELL-O-SEED
DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP'S IN A 6" (15 CM) DEEP X 6" (15 CM)
WIDE TRENCH WITH APPROXIMATELY 12" (30 CM) OF RECP'S EXTENDED BEYOND THE UP-SLOPE
PORTION OF THE TRENCH. ANCHOR THE RECP'S WITH A ROW OF STAPLES/STAKES
APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT
THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30
CM) PORTION OF RECP'S BACK OVER SEED AND COMPACTED SOIL. SECURE RECP'S COVER
COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART
ACROSS THE WIDTH OF THE RECP'S.
3. ROLL THE RECP'S (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. RECP'S WILL UNROLL
WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL RECP's MUST BE SECURELY FASTENED
TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE
STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM , STAPLES/STAKES SHOULD BE PLACED
THOUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE
PATTERN.
4. THE EDGES OF PARALLEL RECP's MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM - 12.5 CM)
OVERLAP DEPENDING ON RECP's TYPE.
5. CONSECUTIVE RECP'S SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE
STYLE) WITH AN APPROXIMATE 3" (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA,
APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE RECP's WIDTH. NOTE: IN LOOSE SOIL
CONDITIONS, THE USE OF STAPLE R STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE
NECESSAY TO PROPERLY SECURE THE RECP's.
2"-5" (5 CM-12.5CM)
12" (30 CM)
6" (15 CM)
6" (15 CM)
SLOPE INSTALLATION
OUTLET EROSION CONTROL PROTECTION
DRAIN PIPE WITH
FLAIRED END
SECTION
DEPTH OF RIP-RAP AS
INDICATED ON PLAN 12"
MINIMUM
AW= FEET
GEOTEXTILE FABRIC
OR WELL GRADED
AGGREGATE
AT= FEET
AL= APRON LENGTH
AT= APRON THICKNESS
AW= APRON WIDTH
STONE PLACED AROUND
END OF DRAIN PIPE TO
PREVENT SLOPE EROSION
AND UNDERCUTTING OF
THE PIPE
ENERGY DISSIPATER (OUTLET PROTECTION)
1. DIVERT SURFACE WATER RUNOFF AROUND THE STRUCTURE DURING
CONSTRUCTION SO THAT THE SITE CAN BE PROPERLY DEWATERED FOR
FOUNDATION PREPARATION.
2. EXCAVATE FOUNDATION AND APRON AREA SUBGRADES BELOW DESIGN ELEVATION
TO ALLOW FOR THICKNESS OF THE FILTER MEDIUM AND RIPRAP.
3. COMPACT ANY FILL USED IN SUBGRADE PREPARATION TO THE DENSITY OF
SURROUNDING UNDISTURBED SOIL MATERIAL.
4. SMOOTH SUBGRADE ENOUGH TO PROTECT GEOTEXTILE FABRIC FROM TEARING.
WEST CARMEL DRIVE
S00°05'46"E(M) S00°45'10"W(D) 411.64'
N00°05'46"W(M) N00°45'10"E(D) 398.63'
S89°17'51"W(M) N89°51'24"W(D) 226.23'
N00°50'56"W(M)
N89°26'06"E(M) S89°42'58"E(D) 189.95'
S00°50'56"E(M)
S00°00'00"E (D)
181.33'(M) 182.73'(D)
N89°48'49"E(M) S89°20'15"E(D) 190.00'
N89°25'05"E(M) S89°43'58"E(D) 241.02'
S89°17'51"W(M)
N89°51'24"W(D)
299.23'
DELTA=10°06'20"
R=561.07'
T=49.61'
L=98.96'
CH BRG=N83°08'42"W(M)
CH LEN=98.83'
PROPOSED BUILDING
20,121SF± PER FLOOR
F.F.E. = 829.85
ESMT. FOR BMP,
DETENTION, AND ACCESS
ESMT. FOR BMP,
DETENTION, AND ACCESS
ESMT. FOR BMP,
DETENTION, AND ACCESS
ESMT. FOR BMP,
DETENTION, AND ACCESS
DRY POND
S2
S1
S3
S2
A1
B1
H1
P1
P1
H3
B2
H4 H5
P2
P1
P1
H3
H3
P3
P3
P1
P3
H7
B3
B6
P1
B5
B6
B4
NOTE:
12"X18" 18 GAUGE HOT DIP GALVANIZED NON-REFLECTIVE SIGN WITH 12'
POST DRIVEN 4 FEET INTO GROUND. POST SHALL BE 12' LONG
GALVANIZED 2 1/2" OD STEEL POSTS. SET BOTTOM OF SIGN 7' ABOVE
GRADE.
USE 6" PIPE BOLLARD FILLED W/
CONCRETE ONLY WHEN SIGN IS
IN PAVED AREA OR SIDEWALK
1'-6"
3'-9"
7'-0" (MIN)
VARIES
ACCESSIBLE SIGN BOLLARD
MOUNT DETAIL
ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION,
FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC
CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO
POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
WHERE PARKING SPACES THAT ARE RESERVED FOR PERSONS WITH
DISABILITIES ARE DESIGNATED TO ACCOMMODATE WHEELCHAIR VANS, A VAN
ACCESSIBLE (R7-8P) PLAQUE SHALL BE MOUNTED BELOW THE R7-8 SIGN.
THE R7-8SIGN SHALL HAVE A GREEN LEGEND AND BORDER AND A WHITE
WHEELCHAIR SYMBOL ON A BLUE SQUARE ALL ON A WHITE BACKGROUND.
THE R7-8P PLAQUE SHALL HAVE A GREEN LEGEND AND BORDER ON A WHITE
BACKGROUND.
3'-6"
3 LBS./FT. GALVANIZED CHANNEL
SIGN POST PER INDOT STANDARD
SPECIFICATION SEC. 910.14.
ACCESSIBLE SIGNS
ACCESSIBLE PARKING
SYMBOL DETAIL
STANDARD DUTY CONCRETE PAVING SECTION
STANDARD DUTY ASPHALT PAVING SECTION
INTEGRAL WALK AND CURB DETAIL
C201
SITE PLAN DETAILS
W190582-C201 site det
(NO SCALE)
4"-#53 AGGREGATE (INDOT)
6" CONC. (4000 PSI)
W/FIBER ADDITIVE
(NO SCALE)
6"-#53 AGGREGATE (INDOT)
2.5"-HMA 19.0MM BASE
1.5"- HMA 9.5MM SURFACE
(NO SCALE)
THIS SIGN
TYPICAL AT ALL
ACCESSIBLE
PARKING SPACES
THIS SIGN TYPICAL AT
ALL VAN ACCESSIBLE
PARKING SPACES
PENALTY SIGN WITH
WORDING AS REQUIRED
BY STATE OR LOCAL LAW
SLOPE TOP
OF CONCRETE
GROUND/PAVING SURFACE
E
OHU
OHU
OHU
OHU
OHU
OHU
OHU OHU
OHU OHU
OHU OHU
OHU
OHU
OHU
OHU
OHU
OHU OHU
OHU
OHU
OHU
OHU
OHU
G
W
W
W
G
G
W
WEST CARMEL DRIVE
G
G
G
PROPOSED BUILDING
20,121SF± PER FLOOR
F.F.E. = 829.85
D D D D D D
D
D D
D D D D D D D
D
D
D
D
D D D D D D D D D D D D D D D D
D D D D
D D D D D D D D D D D D D D D D
C
STM STM
STM STM STM STM
STM STM STM STM STM STM
STM
ESMT. FOR BMP,
DETENTION, AND ACCESS
ESMT. FOR BMP,
DETENTION, AND ACCESS
ESMT. FOR BMP,
DETENTION, AND ACCESS
ESMT. FOR BMP,
DETENTION, AND ACCESS
W W W W W W W W W W W W W W
6
E
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU OHU
OHU OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU OHU
OHU
OHU
G
W
W
W
G
G
W
WEST CARMEL DRIVE
G
G
G
PROPOSED BUILDING
20,121SF± PER FLOOR
F.F.E. = 829.85
C
STM STM STM
STM STM STM STM STM STM
STM STM STM
STM
ESMT. FOR BMP,
DETENTION, AND ACCESS
ESMT. FOR BMP,
DETENTION, AND ACCESS
ESMT. FOR BMP,
DETENTION, AND ACCESS
ESMT. FOR BMP,
DETENTION, AND ACCESS
W W W W W W W W W W W W W W
W W W W
E
E E
E E E E E E E
DRY POND
330' OF DURASLOT
SLOTTED DRAIN RATED
FOR LIGHT PASSENGER
VEHICLE TRAFFIC
381' OF 10" HDPE
12" INV=824.08
OUTLET CONTROL STR
TC=827.50
12" RCP OUTLET INV=824.40
HYDRO INTERNATIONAL
FIRST DEFENSE HIGH CAPACITY
8' UNIT
TC=829.20
12" HDPE INV=824.08
12" RCP INV=824.08
DIVERSION STR
12" RCP INV=824.68
DIFFERENCE FROM INLET
INVERT SERVES AS WEIR
12" INV=824.02
12" HDPE INV=824.02
12" RCP INV=824.02
12" HDPE INV=824.06
C601
DRAINAGE DETAILS
W190582-C602 drainage det
REQUIREMENTS FOR ALL STORM SEWER BENCHWALLS
BENCH WALLS SHALL BE SHAPED AND FORMED FOR A CLEAN TRANSITION WITH PROPER HYDRAULICS TO ALLOW THE
SMOOTH CONVEYANCE OF FLOWS THROUGH THE MANHOLE OR BOX INLET. THE BENCH WALL SHALL FORM A DEFINED
CHANNEL, TO A MINIMUM HEIGHT OF 80-PERCENT OF THE INSIDE DIAMETER OF THE INLET AND OUTLET PIPES TO FORM A
"U" SHAPED CHANNEL, CONSTRUCTED AT A MINIMUM ½-INCH PER FOOT SLOPE TO THE MANHOLE WALL.
WHERE A FLOW CHANNEL IS CONSTRUCTED AS AN INTEGRAL PART OF THE PRE-CAST BASE, IT SHALL BE SHAPED AND
FORMED AS DESCRIBED ABOVE, WITH THE EXCEPTION THAT THE BOTTOM OF THE FLOW CHANNEL MAY BE FORMED FROM
THE BOTTOM OF INLET AND OUTLET PIPES IF THE PIPE WALL THICKNESS IS NOT GREATER THAN ONE (1) INCH.
FOR CAST-IN-PLACE FLOW CHANNELS, THE BOTTOM INVERT OF ALL PIPES ENTERING A MANHOLE SHALL BE AT LEAST
THREE (3) INCHES ABOVE THE TOP OF THE BASE SLAB TO THE OUTLET INVERT SO THE FINISHED SEWER CHANNEL MAY BE
INSTALLED AND SHAPED.
FOR CONNECTIONS TO EXISTING STORM SEWER STRUCTURES, FLOW CHANNELS SHALL BE SHAPED, AS SPECIFIED HEREIN,
AS IF IT WERE A NEW MANHOLE OR BOX INLET STRUCTURE.
SPECIFICATIONS FOR ALL STORM SEWER CASTINGS
ALL STORM WATER INLETS AND CATCH BASINS SHALL HAVE THE WORDS "NO DUMPING, DRAINS TO STREAM", OR SIMILARLY
APPROVED MESSAGE, CAST IN RAISED OR RECESSED LETTERS AT A MINIMUM OF 1" IN HEIGHT. IN ADDITION, A SYMBOL OF A
FISH SHALL ALSO BE CAST WITH THE LETTERS.
REVISIONS AND ISSUES
Part of Section 36, Township 18 North, Range 3 East, Hamilton County, Indiana
W19.0582
PREPARED FOR:
147 & 155 WEST CARMEL DRIVE, CARMEL, INDIANA
PROJECT NO.
SHEET NO.
CHECKED BY:
DRAWN BY:
SSR
DESIGNED BY:
DWG NAME:
PROJECT NO.:
W19.0582
DATE BY
06.08.2020
SSR
DATE:
SSR
Know what'sbelow.
Call before you dig.
R
REVISIONS AND ISSUES
Part of Section 36, Township 18 North, Range 3 East, Hamilton County, Indiana
W19.0582
PREPARED FOR:
147 & 155 WEST CARMEL DRIVE, CARMEL, INDIANA
PROJECT NO.
SHEET NO.
CHECKED BY:
DRAWN BY:
SSR
DESIGNED BY:
DWG NAME:
PROJECT NO.:
W19.0582
DATE BY
06.08.2020
SSR
DATE:
SSR
Know what'sbelow.
Call before you dig.
R
APPROVAL PENDING
NOT FOR CONSTRUCTION
CARMEL SELF STORAGE
ISSUED FOR CITY REVIEW 01.13.2020 BJS
ISSUED FOR TAC REVISIONS 05.12.2020 BJS
ENGINEERS 317 | 846 - 6611
800 | 452 - 6408
317 | 843 - 0546 fax
WEIHE
Land Surveying | Civil Engineering
Landscape Architecture
ALLAN H. WEIHE, P.E., L.S. - FOUNDER
10505 N. College Avenue
Indianapolis, Indiana 46280
weihe.net
Build with confidence. SM
STEVEN SCOTT RUCKER, PE No. 11300279
06/08/2020
TAC REVISIONS 03.30.2020 BJS
ISSUED FOR TAC REVISIONS 06.08.2020
C602
DRAINAGE DETAILS
E
OHU
OHU
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OHU
OHU
OHU OHU
OHU OHU
OHU OHU
OHU
OHU
OHU
OHU
OHU
OHU OHU
OHU
OHU
OHU
OHU
OHU
G
W
W
W
G
G
W
WEST CARMEL DRIVE
G
G
G
PROPOSED BUILDING
20,121SF± PER FLOOR
F.F.E. = 829.85
C
STM STM
STM STM STM STM
STM STM STM STM STM STM
STM
ESMT. FOR BMP,
DETENTION, AND ACCESS
ESMT. FOR BMP,
DETENTION, AND ACCESS
ESMT. FOR BMP,
DETENTION, AND ACCESS
ESMT. FOR BMP,
DETENTION, AND ACCESS
W W W W W W W W W W W W W W
W W W W
E
E E
E E E E E E E
DRY POND
C603
OVERFLOW ROUTING PLAN
W190582-C601 OVERFLOW ROUTING PLAN
REVISIONS AND ISSUES
Part of Section 36, Township 18 North, Range 3 East, Hamilton County, Indiana
W19.0582
C604
OVERFLOW ROUTING PLAN
W190582-C601 OVERFLOW ROUTING PLAN
REVISIONS AND ISSUES
Part of Section 36, Township 18 North, Range 3 East, Hamilton County, Indiana
W19.0582
PREPARED FOR:
147 & 155 WEST CARMEL DRIVE, CARMEL, INDIANA
PROJECT NO.
SHEET NO.
CHECKED BY:
DRAWN BY:
SSR
DESIGNED BY:
DWG NAME:
PROJECT NO.:
W19.0582
DATE BY
06.08.2020
SSR
DATE:
SSR
Know what'sbelow.
Call before you dig.
R
APPROVAL PENDING
NOT FOR CONSTRUCTION
CARMEL SELF STORAGE
ISSUED FOR CITY REVIEW 01.13.2020 BJS
ISSUED FOR TAC REVISIONS 05.12.2020 BJS
W
S
N
E
ENGINEERS 317 | 846 - 6611
800 | 452 - 6408
317 | 843 - 0546 fax
WEIHE
Land Surveying | Civil Engineering
Landscape Architecture
ALLAN H. WEIHE, P.E., L.S. - FOUNDER
10505 N. College Avenue
Indianapolis, Indiana 46280
weihe.net
Build with confidence. SM
STEVEN SCOTT RUCKER, PE No. 11300279
06/08/2020
TAC REVISIONS 03.30.2020 BJS
ISSUED FOR TAC REVISIONS 06.08.2020
ELECTRICAL RISER
GUY ANCHOR
ELECTRIC JUNCTION BOX
ORNAMENTAL LIGHT
GENERATOR
STREET LIGHT
ELECTRIC MANHOLE
ELECTRIC OUTLET
UTILITY POLE
UTILITY POLE W/ TRANSFORMER
TRANSFORMER
E
OHU
OHU
OHU
OHU
OHU
OHU
OHU OHU
OHU OHU
OHU OHU
OHU
OHU
OHU
OHU
OHU
OHU OHU
OHU
OHU
OHU
OHU
OHU
G
W
W
W
G
G
W
WEST CARMEL DRIVE
G
G
G
C
STM STM
STM STM STM STM
STM STM STM STM STM STM
STM
ESMT. FOR BMP,
DETENTION, AND ACCESS
ESMT. FOR BMP,
DETENTION, AND ACCESS
ESMT. FOR BMP,
DETENTION, AND ACCESS
ESMT. FOR BMP,
DETENTION, AND ACCESS
W W W W W W W W W W W W W W
W W W W
E
E E
E E E E E E E
DRY POND
GENERAL UTILITY NOTES
1. THE CONTRACTOR SHALL CONTACT APPLICABLE STATE UNDERGROUND
LOCATION SERVICE AT LEAST 72 HOURS PRIOR TO ANY WORK AND SHALL
CONTACT THE OWNER AND/OR ENGINEER SHOULD UTILITIES APPEAR TO BE IN
CONFLICT WITH THE PROPOSED IMPROVEMENTS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES
WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
2. THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED WITHIN THE
LIMITS OF CONSTRUCTION ACCORDING TO INFORMATION PROVIDED BY THE
(2) "B" BORROW OR EQUIV.
GRANULAR MATERIAL
COMPACTED TO 95%
STANDARD PROCTOR DENSITY
#8 CRUSHED STONE OR
APPROVED EQUIVALENT
CLASS I BEDDING MATERIAL
HAND TAMPED OR WALKED
INTO PLACE
TYPICAL BEDDING SECTION - PVC & HDPE
ALL BEDDING & INITIAL BACKFILL SHALL
BE INSTALLED IN 6" TO 12" BALANCED
LIFTS A MIN. 9" CLEARANCE SHALL BE
PROVIDED ON EACH SIDE OF THE
INSTALLED PIPE
Bc = OUTSIDE DIAMETER
D = INSIDE DIAMETER
D = DEPTH OF BEDDING
MATERIAL BELOW PIPE
(1) REGULAR BACKFILL
GREATER THAN 5' (1)
EDGE OF PAVEMENT,
CURB, GUTTER OR
SIMILAR STRUCTURE IN
THE PUBLIC
RIGHT-OF-WAY
MIN. 6" TOPSOIL TO ENSURE
GRASS GROWTH IF NOT UNDER
PAVEMENT
12" MIN.
Bc
C801
UTILITY PLAN DETAILS
W190582-C801 util det
(NO SCALE)
4"
REVISIONS AND ISSUES
Part of Section 36, Township 18 North, Range 3 East, Hamilton County, Indiana
W19.0582
PREPARED FOR:
147 & 155 WEST CARMEL DRIVE, CARMEL, INDIANA
PROJECT NO.
SHEET NO.
CHECKED BY:
DRAWN BY:
SSR
DESIGNED BY:
DWG NAME:
PROJECT NO.:
W19.0582
DATE BY
06.08.2020
SSR
DATE:
SSR
APPROVAL PENDING
NOT FOR CONSTRUCTION
CARMEL SELF STORAGE
ISSUED FOR CITY REVIEW 01.13.2020 BJS
ISSUED FOR TAC REVISIONS 05.12.2020 BJS
C900
SPECIFICATIONS
W190582-C900 spec
EROSION CONTROL SPECIFICATIONS
1. THIS PLAN IS DESIGNED AS AN ATTEMPT TO PREVENT ANY AND ALL SEDIMENT FROM LEAVING THE
CONSTRUCTION SITE BY WAY OF EROSION. IF EROSION OF SEDIMENT FROM THE SITE IS TAKING
PLACE, THE CONTRACTOR AND/OR OWNER SHALL TAKE PREVENTATIVE ACTION IMMEDIATELY. THE
ENGINEER SHALL BE CONSULTED IN THE EVENT THIS HAPPENS.
2. TEMPORARY SEEDING WILL BE APPLIED TO ANY AREAS LEFT INACTIVE FOR 15 DAYS OR MORE.
3. PERMANENT SEEDING IS TO BE APPLIED IMMEDIATELY TO AREAS THAT HAVE ACHIEVED FINAL AND
FINISHED GRADE.
4. PRESERVE EXISTING VEGETATION ON THE SITE WHENEVER AND WHEREVER POSSIBLE TO PREVENT
TOPSOIL EROSION.
5. ALL SEDIMENT CAPTURING MEASURES SHALL BE IMPLEMENTED PRIOR TO THE DISTURBANCE OF THE
CONSTRUCTION AREA THEY ARE INTENDED TO SERVICE.
6. ALL EROSION CONTROL MEASURES PROPOSED ARE TO BE PROPERLY MAINTAINED TO CONTINUE
THEIR EFFECTIVENESS.
7. IF GRADING OCCURS DURING THE MONTHS OF DECEMBER, JANUARY OR FEBRUARY DORMANT
SEEDING PROCEDURES SHALL BE USED.
8. DURING DRY WEATHER, KEEP LAWNS WATERED WITH SPRINKLERS OR OTHER APPROVED METHODS.
RESEED ANY AREAS NOT GERMINATING OR DAMAGED AT INTERVALS AS MAY BE REQUIRED
ACCORDING TO SEASONAL CONDITION AND/OR CONSTRUCTION ACTIVITY. WATER GRASS AND
EXECUTE NECESSARY WEEDING UNTIL FULL STAND OF GRASS HAS BEEN OBTAINED.
9. THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION CONTROL IS THE SOLE RESPONSIBILITY
OF THE CONTRACTOR AND/OR OWNER.
10. IT SHALL BE THE CONTRACTOR'S AND/OR OWNER'S RESPONSIBILITY TO MINIMIZE SEDIMENTATION
(FROM ON-SITE CONSTRUCTION ACTIVITIES) FROM BEING DEPOSITED ONTO ADJACENT PROPERTIES
AND RECEIVING STREAMS/DITCHES IN STRICT COMPLIANCE WITH "RULE 5" (327 IAC 15-5,
CONSTRUCTION ACTIVITY STORMWATER RUNOFF CONTROL). IT SHALL ALSO BE THE CONTRACTOR'S
AND/OR OWNER'S RESPONSIBILITY TO OBTAIN ANY APPROVALS REQUIRED FROM THE LOCAL
AUTHORITY AND TO SUBMIT A COMPLETE NOTICE OF INTENT LETTER TO THE OFFICE OF WATER
MANAGEMENT, INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY
CONSTRUCTION ACTIVITY..
11. FOR SEASONAL VARIATIONS - SEE SEASONAL SOIL PROTECTION CHART IN THESE PLANS.
EARTHWORK SPECIFICATIONS
1. SCOPE OF WORK
1.A. EXTENT: THE WORK REQUIRED UNDER THIS SECTION CONSISTS OF ALL EXCAVATING, FILLING,
ROUGH GRADING AND RELATED ITEMS NECESSARY TO COMPLETE THE WORK INDICATED ON THE
DRAWINGS AND DESCRIBED IN THE SPECIFICATIONS.
1.A.1. IN GENERAL THE ITEMS OF WORK TO BE PERFORMED UNDER THIS SECTION SHALL INCLUDE
CLEARING AND GRUBBING, REMOVAL OF TREES AND STUMPS (WHERE REQUIRED), PROTECTION
OF TREES TO REMAIN, STRIPPING AND STORAGE OF TOPSOIL, FILL, COMPACTION AND ROUGH
GRADING OF ENTIRE SITE AS INDICATED ON THE DRAWINGS.
1.A.2. EXCAVATED MATERIAL THAT IS SUITABLE MAY BE USED FOR FILLS. ALL UNSUITABLE MATERIALS
AND ALL SURPLUS EXCAVATED MATERIAL NOT REQUIRED SHALL BE REMOVED FROM THE SITE.
THE LOCATION OF DUMP AND LENGTH OF HAUL SHALL BE THE CONTRACTOR'S RESPONSIBILITY.
1.A.3. PROVIDE AND PLACE ANY ADDITIONAL FILL MATERIAL FROM OFF THE SITE AS MAY BE
NECESSARY TO PRODUCE THE GRADES REQUIRED. FILL OBTAINED FROM OFF SITE SHALL BE OF
KIND AND QUALITY AS SPECIFIED TO FILLS HEREIN AND THE SOURCE APPROVED BY THE
ENGINEER AND OWNER.
1.A.4. THE CONTRACTOR SHALL ACCEPT THE SITE AS HE FINDS IT AND SHALL REMOVE ALL TRASH,
RUBBISH AND DEBRIS FROM THE SITE PRIOR TO STARTING EXCAVATION.
1.B. WORK INCLUDED: THE FOLLOWING ITEMS OF RELATED WORK ARE SPECIFIED AND INCLUDED IN
OTHER SECTIONS OF THESE SPECIFICATIONS.
1.B.1. EXCAVATION, GRADING AND BACKFILLING FOR UTILITY LINES.
1.B.2. STORM DRAINAGE SYSTEMS.
1.B.3. SANITARY SEWER SYSTEMS.
1.B.4. WATER SUPPLY SYSTEMS.
1.B.5. DRIVES AND PAVING.
2. BENCHMARKS
C901
SPECIFICATIONS
W190582-C900 spec
REVISIONS AND ISSUES
Part of Section 36, Township 18 North, Range 3 East, Hamilton County, Indiana
W19.0582
PREPARED FOR:
147 & 155 WEST CARMEL DRIVE, CARMEL, INDIANA
PROJECT NO.
SHEET NO.
CHECKED BY:
DRAWN BY:
SSR
DESIGNED BY:
DWG NAME:
PROJECT NO.:
W19.0582
DATE BY
06.08.2020
SSR
DATE:
SSR
Know what'sbelow.
Call before you dig.
R
APPROVAL PENDING
NOT FOR CONSTRUCTION
CARMEL SELF STORAGE
ISSUED FOR CITY REVIEW 01.13.2020 BJS
ISSUED FOR TAC REVISIONS 05.12.2020 BJS
ENGINEERS 317 | 846 - 6611
800 | 452 - 6408
317 | 843 - 0546 fax
WEIHE
Land Surveying | Civil Engineering
Landscape Architecture
ALLAN H. WEIHE, P.E., L.S. - FOUNDER
10505 N. College Avenue
Indianapolis, Indiana 46280
weihe.net
Build with confidence. SM
STEVEN SCOTT RUCKER, PE No. 11300279
06/08/2020
TAC REVISIONS 03.30.2020 BJS
ISSUED FOR TAC REVISIONS 06.08.2020
”
C902
SPECIFICATIONS
W190582-C900 spec
NOTE: THE ENGINEER AND/OR OWNER DISCLAIM ANY
ROLE IN THE CONSTRUCTION MEANS AND METHODS
ASSOCIATED WITH THE PROJECT AS SET FORTH IN
THESE PLANS.
SANITARY SEWAGE SPECIFICATIONS
PART 1 - GENERAL
1. SUMMARY
1.A. SECTION INCLUDES:
1.A.1. SANITARY SEWER DRAINAGE PIPING, FITTINGS, ACCESSORIES, CLEANOUTS,
AND BEDDING.
1.A.2. CONNECTION OF SITE SANITARY SEWER SYSTEM TO MUNICIPAL SANITARY
SEWER SYSTEMS.
1.B. RELATED REQUIREMENTS:
1.A.1. EARTHWORK: TRENCHING, BACKFILL, AND COMPACTION FOR UTILITIES
1.A.2. SEWER MANHOLES, FRAMES, AND COVERS
1.A.3. CAST-IN-PLACE STRUCTURAL CONCRETE
2. REFERENCES
2.A. THE PUBLICATIONS LISTED BELOW FORM A PART OF THIS SPECIFICATION TO THE
EXTENT REFERENCED. PUBLICATIONS ARE REFERENCED WITHIN THE TEXT BY
THE BASIC DESIGNATION ONLY.
2.B. ASTM INTERNATIONAL (ASTM):
2.B.1. ASTM A74 - CAST IRON SOIL PIPE AND FITTINGS
2.B.2. ASTM A746 - DUCTILE IRON GRAVITY SEWER PIPE
2.B.3. ASTM C425 - COMPRESSION JOINTS FOR VITRIFIED CLAY PIPE AND FITTINGS
2.B.4. ASTM C564 - RUBBER GASKETS FOR CAST IRON SOIL PIPE AND FITTINGS
2.B.5. ASTM C700 - VITRIFIED CLAY PIPE, EXTRA STRENGTH, STANDARD STRENGTH,
AND PERFORATED
2.B.6. ASTM D2241 - POLY (VINYL CHLORIDE) (PVC) PRESSURE-RATED PIPE (SDR
SERIES)
2.B.7. ASTM D2657 - HEAT-JOINING POLYOLEFIN PIPE AND FITTINGS
2.B.8. ASTM D3034 - TYPE PSM POLY (VINYL CHLORIDE) (PVC) SEWER PIPE AND
FITTINGS
2.B.9. ASTM D3035 - POLYETHYLENE (PE) PLASTIC PIPE USING FLEXIBLE
ELASTOMERIC SEALS
2.B.10. ASTM D3139 - JOINTS FOR PLASTIC PRESSURE PIPE USING FLEXIBLE
ELASTOMERIC SEALS
2.B.11. ASTM D3261 - BUTT HEAT FUSSION POLYETHYLENE (PE) PLASTIC FITTINGS
FOR POLYETHYLENE PLASTIC PIPE AND TUBING
2.B.12. ASTM F477 - ELASTOMERIC SEALS (GASKETS) FOR JOINING PLASTIC PIPE
2.B.13. ASTM F1417 - STANDARD TEST METHOD FOR INSTALLATION
ACCEPTANCE OF PLASTIC GRAVITY SEWER LINES USING LOW-PRESSURE
AIR.
2.C. AMERICAN WATER WORKS ASSOCIATION (AWWA):
2.C.1. AWWA C111 - RUBBER_GASKET JOINTS FOR DUCTILE IRON PRESSURE PIPE
AND FITTINGS
2.C.2. AWWA C600 - DUCTILE-IRON WATER MAINS AND THEIR APPURTENANCES
2.C.3. AWWA C900 - POLYVINYL CHLORIDE (PVC) PRESSURE PIPE, 4 IN. THROUGH
12 IN, FOR WATER DISTRIBUTION
2.C.4. AWWA C901 - POLYETHYLENE (PE) PRESSURE PIPE, TUBING AND
FITTINGS 1/2 INCH THROUGH 3 INCHES, FOR WATER DISTRIBUTION
2.C.5. AWWA C906 - POLYETHYLENE (PE) PRESSURE PIPE AND FITTINGS, 4 INCH
THROUGH 63 INCH, FOR WATER DISTRIBUTION
3. SUBMITTALS
3.A. PROJECT RECORD DOCUMENTS:
3.A.1. ACCURATELY RECORD ACTUAL LOCATIONS OF PIPE RUNS, CONNECTIONS,
CLEANOUTS, AND INVERT ELEVATIONS.
3.A.2. IDENTIFY AND DESCRIBE UNEXPECTED VARIATIONS TO SUBSOIL
DECIDUOUS SHRUBS
EVERGREEN SHRUBS
PLANT SCHEDULE
PLAN
KEY BOTANICAL NAME COMMON NAME SIZE QUANTITY
ROOT CONDITION
B & B BARE CONT
ON CENTER
SPACING
SPECIAL
INSTRUCTIONS
PfG
SxG SPIRAEA X 'GOLD MOUND'
POTENTILLA FRUTICOSA 'GOLDFINGER' GOLDFINGER POTENTILLA
GOLD MOUND SPIREA
#2
#3
X
X SEE PLAN
SEE PLAN MIN 18"
MIN 18"
BkG
IgC ILEX GLABRA 'CHAMZIN'
BUXUS X KOREANA 'GREEN GEM' GREEN GEM BOXWOOD
NORDIC HOLLY 18"
18"
X
X SEE PLAN
SEE PLAN MIN 18"
MIN 18"
12
9
11
15
MATURE SIZE
3'T x 3'W
30"T x 36"W
2'T x 2'W
4'T x 4'W
TREES
TD TAXODIUM DISTICHUM BALD CYPRESS 6 X SEE PLAN MIN 6' 35'T x 20'W
BN BETULA NIGRA RIVER BIRCH 6 X SEE PLAN MIN 6' 35'T x 20'W
E
OHU
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OHU
OHU
OHU
OHU
OHU OHU
OHU OHU
OHU OHU
OHU OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
G
W
W
W
G
G
W
WEST CARMEL DRIVE
C
C
C
C
G
G
G
PROPOSED BUILDING
20,121SF± PER FLOOR
F.F.E. = 829.85
C
STM STM
STM STM STM STM
STM STM STM STM STM STM
STM
ESMT. FOR BMP,
DETENTION, AND ACCESS
ESMT. FOR BMP,
DETENTION, AND ACCESS
ESMT. FOR BMP,
DETENTION, AND ACCESS
ESMT. FOR BMP,
DETENTION, AND ACCESS
W W W W W W W W W W W W W W
W W W W
E
E E
E E E E E E E
DRY POND
LANDSCAPE PLAN NOTES
SEED / SOD (ALTERNATE) - FOR SEED, REFER TO PERMANENT SEEDING CHART
ON SHEET L201 LANDSCAPE DETAIL SHEET. SOD SHALL BE CERTIFIED GRADE
CULTIVATED GRASS SOD: OF "ADVENTURE BLEND" TURF TYPE TALL FESCUE (BY
GENERAL CONTRACTOR).
LANDSCAPE BED EDGE (TYP.)
MULCH
NATIVE PLANTINGS FOR THE BASIN BOTTOM. REFER TO THE SWPPP SHEETS
FOR PLANTING SCHEDULE.
W190582-L100
GENERAL NOTES
1. IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE PLANT LIST, THE PLAN SHALL DICTATE. IF IN QUESTION, CONTACT THE
LANDSCAPE DESIGNER.
2. ANY EXISTING TREE(S) THAT MAY REQUIRE REMOVAL BUT ARE NOT SHOWN ON THE PLAN AS BEING REMOVED SHALL BE BROUGHT TO THE
ATTENTION OF THE LANDSCAPE ARCHITECT. TREE(S) MAY BE RELOCATED (OR REPLACED) TO AN APPROVED ALTERNATE LOCATION
ONSITE FOLLOWING LANDSCAPE ARCHITECT APPROVAL.
3. ALL SHRUBS PLANTING AREAS TO BE COVERED WITH 3" THICK LAYER OF SHREDDED HARDWOOD BARK MULCH. ALL GROUND COVER BEDS
SHALL BE COVERED WITH 1" SHREDDED HARDWOOD BARK MULCH. BARK MULCH SHALL BE APPROVED BY LANDSCAPE DESIGNER AND
SHALL BE UNIFORM IN TEXTURE AND COLOR AND SHALL BE OBTAINED FROM SAWMILL OR LUMBERING OPERATIONS. NO UTILITY MULCH
OR PROCESSED TREE TRIMMINGS WILL BE ALLOWED.
4. AN APPROVED PRE-EMERGENT HERBICIDE SHALL BE APPLIED IN ALL PLANTING AND GROUND COVER BEDS AT RATES SPECIFIED BY
MANUFACTURER FOR EACH VARIETY OF PLANT.
5. FINAL PLACEMENT OF PLANT MATERIALS, ETC. SHALL BE APPROVED BY LANDSCAPE DESIGNER BEFORE PLANTING OPERATIONS ARE TO
PROCEED. ALL TREE LOCATIONS SHALL BE MARKED WITH A WOODED STAKE INDICATING VARIETY AND SIZE OF TREE. ALL GROUND
COVER AND MULCH BED LINES SHALL BE MARKED BY A HIGHLY VISIBLE PAINT LINE WITH OCCASIONAL WOOD STAKES FOR REFERENCE.
ALL STAKES SHALL BE REMOVED FOLLOWING PLANTINGS OPERATIONS. LANDSCAPE DESIGNER RESERVES THE RIGHT TO ADJUST PLANT
LOCATIONS ON SITE.
6. NO SUBSTITUTIONS OF PLANT MATERIAL WILL BE ALLOWED. IF PLANTS ARE SHOWN TO BE UNAVAILABLE, THE CONTRACTOR SHALL
NOTIFY LANDSCAPE DESIGNER PRIOR TO BID DATE IN WRITING. ALL PLANTS SHALL BE INSPECTED AND TAGGED WITH PROJECT
IDENTIFICATION AT NURSERY OR CONTRACTORS OPERATION PRIOR TO MOVING TO JOB SITE. PLANTS MAY ALSO BE INSPECTED AND
APPROVED OR REJECTED ON THE JOB SITE.
7. ALL PLANTS ARE TO MEET OR EXCEED AMERICAN STANDARDS FOR NURSERY STOCK, LATEST EDITION, AS SET FORTH BY AMERICAN
ASSOCIATION OF NURSERYMEN.
8. PLANTS AND ALL OTHER MATERIALS TO BE STORED ON SITE WILL BE PLACED WHERE THEY WILL NOT CONFLICT WITH CONSTRUCTION
OPERATIONS AND AS DIRECTED BY OWNER.
9. ALL NEW LANDSCAPE PLANTINGS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FOLLOWING FINAL INSPECTION BY LANDSCAPE
DESIGNER. AT THE END OF THIS PERIOD, PLANT MATERIAL TERMED DEAD OR UNSATISFACTORY BY LANDSCAPE DESIGNER SHALL BE
REPLACED AT NO ADDITIONAL CHARGE BY THE LANDSCAPE CONTRACTOR.
10. THE LANDSCAPE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES THAT MAY BE REQUIRED FOR HIS PORTION OF WORK.
11. PEAT MOSS TO BE USED ON PROJECT SHALL BE A DOMESTIC OR IMPORTED MATERIAL, CHOCOLATE BROWN IN COLOR AND COMPOSED OF
PARTIALLY DECOMPOSED VEGETABLE MATERIAL. PEAT MOSS TO ALSO BE MILDLY ACIDIC IN CHARACTER AND SHALL MEET APPROVAL OF
LANDSCAPE DESIGNER.
12. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE DESIGNER IN WRITING PRIOR TO BID DATE OF ANY PLANTS THAT HE FEELS MAY NOT
SURVIVE IN LOCATIONS NOTED.
13. ALL LANDSCAPING PLANTINGS TO BE MAINTAINED FOR 1 YEAR FOLLOWING TURNOVER. MAINTENANCE TO INCLUDE WATERING, WEEDING,
CULTIVATION, MULCHING, MOWING AND ALL OTHER NECESSARY OPERATIONS REQUIRED FOR PROPER ESTABLISHMENT OF PLANTINGS.
NOTE: AT END OF MAINTENANCE PERIOD, CONTRACTOR TO REMOVE GUYING AND STAKING FROM TREES.
14. CONTRACTOR TO SUBMIT UNIT PRICES ON EVERY TYPE OF WORK AS REQUESTED BY LANDSCAPE DESIGNER.
15. BACKFILL FOR TREE AND SHRUB PLANTING SHALL BE 75% APPROVED TOPSOIL AND 25% APPROVED PEAT MOSS. TOP LAYER OF BACKFILL
SHALL BE 100% EXISTING TOPSOIL. A 5-10-5 ANALYSIS SLOW RELEASE FERTILIZER SHALL BE INCORPORATED INTO BACKFILL AT
APPROVED RATES.
16. PROVIDE MINIMUM 4" PLANTING SOIL IN ALL GROUND COVER AND FLOWER AREAS WITH MIXTURE COMPRISING OF ONE PART COMMERCIAL
GRADE 'POTTING SOIL,' 5 PARTS TOPSOIL AND 4 PARTS PEAT MOSS. A FULL 4" LAYER OF APPROVED SHREDDED FIBROUS PEAT MOSS MAY
BE USED IN LIEU OF PLANTING MIX.
17. PLANTS SHALL BEAR A TAG SHOWING GENUS, SPECIES AND VARIETY. REMOVE AT TIME OF FINAL ACCEPTANCE.
18. PLANTS SHALL BE CERTIFIED BY THE STATE OF INDIANA DEPARTMENT OF NATURAL RESOURCES AND FREE FROM DISEASE OR
HAZARDOUS INSECTS.
19. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING UTILITIES PERTAINING TO THEIR PHASE OF WORK.
UTILITIES ARE SHOWN TO BE APPROXIMATE. CALL UTILITY LOCATE PRIOR TO ANY PLACEMENT OF PLANT MATERIAL OR OTHER LANDSCAPE
MATERIAL.
20. CONTRACTOR TO REVIEW THE SWPPP SERIES PLANS FOR STABILIZATION (SEEDING/SOD/MULCH) REQUIREMENTS.
L100
LANDSCAPE PLAN
REQUIREMENT: PROVIDED:
LANDSCAPE ORDINANCE REQUIREMENTS
RANGE LINE ROAD OVERLAY - SECTION 3.79 RL-OL PARKING STANDARDS
- D. PARKING AREAS SHALL BE LOCATED AT THE REAR OR SIDE OF BUILDINGS, AND SCREENED
CONSISTENT WITH THE STANDARDS OF BUFFERYARD TYPE "A" AS DESCRIBED IN ARTICLE 5, SECTION
5.21: BUFFERYARD STANDARDS
BUFFERYARD TYPE "A" =
- MIN. FRONT AND SIDE YARD = 5'
- MIN. REAR YARD = 10'
- MIN. SHADE OR EVERGREEN TREES PER 100' = 4
RANGE LINE ROAD OVERLAY - SECTION 3.75 RL-OL LANDSCAPING STANDARDS
- A. PROTECTION OF EXISTING TREES AND VEGETATION
- 1. SITES WITHIN THE RL-OL DISTRICT WITH EXISTING TREES OR STANDS
SHALL PROTECT AND INCORPORATE THEM INTO THE OVERALL SITE
DESIGN. THE LANDSCAPE PLAN SHALL PRESERVE NOT LESS THAN 50% OF
ALL TREES THAT ARE:
A. 6" DBH OR LARGER AND
B. LOCATED WITHIN THE BUFFERYARD OR GREENBELT
NA
REQUIRED:
NA
PER PLAN AS
SPACE
ALLOWS.
NA
REVISIONS AND ISSUES
Part of Section 36, Township 18 North, Range 3 East, Hamilton County, Indiana
W19.0582
PREPARED FOR:
147 & 155 WEST CARMEL DRIVE, CARMEL, INDIANA
PROJECT NO.
SHEET NO.
CHECKED BY:
DRAWN BY:
SSR
DESIGNED BY:
DWG NAME:
PROJECT NO.:
W19.0582
DATE BY
06.08.2020
SSR
DATE:
SSR
Know what'sbelow.
Call before you dig.
R
APPROVAL PENDING
NOT FOR CONSTRUCTION
CARMEL SELF STORAGE
ISSUED FOR CITY REVIEW 01.13.2020 BJS
ISSUED FOR TAC REVISIONS 05.12.2020 BJS
W
S
N
E
ENGINEERS 317 | 846 - 6611
800 | 452 - 6408
317 | 843 - 0546 fax
WEIHE
Land Surveying | Civil Engineering
Landscape Architecture
ALLAN H. WEIHE, P.E., L.S. - FOUNDER
10505 N. College Avenue
Indianapolis, Indiana 46280
weihe.net
Build with confidence. SM
TAC REVISIONS 03.30.2020 BJS
ISSUED FOR TAC REVISIONS 06.08.2020
BUFFERYARD TYPE "D" =
- 8 SHADE TREES, 2 ORNAMENTAL TREES, AND 20 SHRUBS PER 100'. 10 SHADE
2 ORNAMENTAL
26 SHRUBS
10 SHADE
2 ORNAMENTAL
26 SHRUBS
CONDITIONS AND LOCATION OF UNCHARTED UTILITIES.
4. PROJECT CONDITIONS
4.A. COORDINATE WORK WITH TERMINATION OF SANITARY SEWER CONNECTION
OUTSIDE BUILDING AND CONNECTION TO MUNICIPAL SEWER UTILITY SERVICE.
PART 2 - PRODUCTS
1. SEWER PIPE, FITTINGS, AND JOINTS
1.A. POLYVINYL CHLORIDE PIPE (PVC): ASTM D 3034, RATED SDR 35 UNLESS
OTHERWISE SPECIFIED BY THE UTILITY COMPANY. PIPE SHALL BE CONTINUALLY
MARKED WITH MANUFACTURER'S NAME, PIPE SIZE, CELL CLASSIFICATION, SDR
RATING, AND ASTM D 3034 CLASSIFICATION.
1.A.1. PIPE JOINTS: INTEGRALLY MOLDED BELL ENDS, ASTM D 3034, TABLE 2, WITH
FACTORY SUPPLIED ELASTOMERIC GASKETS AND LUBRICANT.
1.B. VITRIFIED CLAY PIPE (VCP): ASTM C700: USE ONLY IF REQUIRED BY LOCAL
JURISDICTION.
1.B.1. FITTINGS: ASTM C700
1.B.2. JOINTS: ASTM C425
1.B.3. GASKETS: ASTM C425. GASKETS SHALL BE MANUFACTURED FROM HIGH
GRADE, PROPERLY VULCANIZED ELASTOMERIC COMPOUND CONSISTING OF
EITHER BASIC NATURAL OR SYNTHETIC RUBBER. GASKET MANUFACTURING
TOLERANCES SHALL COMPLY WITH RUBBER MANUFACTURER'S
ASSOCIATION TOLERANCES FOR GASKETS.
1.B.4. LUBRICANT: SUITABLE FOR LUBRICATING JOINT COMPONENTS; NO
DETERIORATING EFFECTS ON GASKET OR PIPE MATERIAL, WILL NOT
SUPPORT GROWTH OF FUNGI OR BACTERIA, AND SHALL BE OF TYPE
RECOMMENDED BY GASKET MANUFACTURER.
1.C. FORCE MAIN:
1.C.1. HIGH-DENSITY POLYETHYLENE PIPE (HDPE): AWWA C901 AND C906, ASTM
D3035, SDR 11 FOR 150 PSI PRESSURE RATING.
1.C.1.1. FITTINGS: MOLDED, AWWA C901 OR C906.
1.C.1.2. JOINTS: BUTT FUSION, ASTM D2657, FLANGED GASKET JOINTS AT
INTERFACE
1.C.2. POLYVINYL CHLORIDE PIPE (PVC): FOR LESS THAN 4 INCHES IN DIAMETER,
ASTM D2241 FOR PUSH-ON OR SOLVENT WELD JOINTS, AND FOR PIPE 4
INCHES IN DIAMETER AND LARGER, AWWA C900, CLASS 150 WITH PUSH-ON
JOINTS.
1.C.2.1. JOINTS/FITTINGS: PUSH-ON, ASTM D3139 WITH ASTM F477 GASKETS.
1.C.2.2. SOLVENT CEMENT: ASTM D2564.
1.C.3. DUCTILE IRON PIPE (DIP): ASTM A746, CLASS 50, INSIDE NOMINAL DIAMETER
AS SHOWN ON THE DRAWINGS, BELL AND SPIGOT END.
1.C.4. DUCTILE IRON PIPE JOINT DEVICE: AWWA C111, RUBBER GASKET JOINT
DEVICES.
2. PIPE ACCESSORIES
2.A. PIPE JOINTS: MECHANICAL CLAMP RING TYPE, STAINLESS STEEL EXPANDING
AND CONTRACTING SLEEVE, NEOPRENE-RIBBED GASKET FOR POSITIVE SEAL.
2.B. FITTINGS: SAME MATERIAL AS PIPE MOLDED OR FORMED TO SUIT PIPE SIZE AND
END DESIGN, IN REQUIRED TEE, BENDS, ELBOWS, CLEANOUTS, REDUCERS,
TRAPS, ETC.
3. CLEANOUTS AND MANHOLES
3.A. MANHOLES SHALL CONFORM TO SECTION 02536.
3.B. LID AND FRAME: PROVIDE IN ACCORDANCE WITH SECTION 02536. PROVIDE
TRAFFIC GRADE AND RATED COVERS AND FRAMES WHERE CLEANOUTS AND
MANHOLES ARE WITHIN PAVEMENT, WITH THE LETTERS “SSCO” OR “SANITARY
SEWER” RESPECTIVELY CAST INTO THE COVER.
3.C. SHAFT CONSTRUCTION: CAST IRON SHAFT OF INTERNAL DIAMETER AS
SPECIFIED ON CONSTRUCTION DRAWINGS WITH 2500 PSI CONCRETE COLLAR
FOR CLEANOUTS.
4. APPURTENANCES
4.A. TRACE WIRE: MAGNETIC DETECTABLE CONDUCTOR (#12 COPPER), BRIGHTLY
COLORED PLASTIC COVERING, IMPRINTED WITH “SANITARY SEWER SERVICE” IN
LARGE LETTERS.
PART 3 - EXECUTION
1. EXAMINATION
1.A. VERIFY THAT TRENCH CUT AND EXCAVATION IS READY TO RECEIVE WORK AND
EXCAVATIONS, DIMENSIONS, AND ELEVATIONS ARE AS INDICATED ON
CONSTRUCTION DRAWINGS.
2. PREPARATION
2.A. HAND TRIM EXCAVATIONS TO REQUIRED ELEVATIONS. CORRECT OVER
EXCAVATION WITH BEDDING MATERIAL.
2.B. REMOVE LARGE STONES OR OTHER HARD MATTER THAT COULD DAMAGE PIPE
OR IMPEDE CONSISTENT BACKFILLING OR COMPACTION.
3. BEDDING
3.A. EXCAVATE TRENCH AND PLACE BEDDING MATERIAL IN ACCORDANCE WITH THE
EARTHWORK SPECIFICATIONS..
4. INSTALLATION - PIPE
4.A. INSTALL TYPE AND CLASS OF PIPE AS SHOWN ON THE DRAWINGS. PIPES SHALL
BE LAID AND MAINTAINED TO THE REQUIRED LINE AND GRADE WITH NECESSARY
FITTINGS, BENDS, MANHOLE RISERS, CLEANOUTS AND OTHER APPURTENANCES
PLACED AT THE REQUIRED LOCATIONS. THE PIPE SHALL BE INSTALLED WITH
UNIFORM BEARING UNDER THE FULL LENGTH OF THE BARREL OF THE PIPE. THE
PIPE SHALL BE INSPECTED FOR DEFECTS AND CRACKS BEFORE BEING
LOWERED INTO THE TRENCH. DEFECTIVE, DAMAGED OR UNSOUND PIPE, OR
PIPE THAT HAS HAD ITS GRADE DISTURBED AFTER LAYING SHALL BE TAKEN UP
AND REPLACED. COMMENCE INSTALLATION AT LOWEST POINT WITH THE BELL
END UPGRADE.
4.B. NO PIPE SHALL BE LAID IN WATER OR WHEN TRENCH CONDITIONS ARE
UNSUITABLE FOR WORK.
4.C. PIPE CONNECTING TO MANHOLES OR OTHER STRUCTURES SHALL TERMINATE
FLUSH INSIDE OF THE STRUCTURE WALL.
4.D. JOINTS FOR PVC AND CISP SHALL BE THOROUGHLY LUBRICATED WITH AN
APPROVED LUBRICANT BEFORE PIPE SECTIONS ARE SLIPPED TOGETHER. OPEN
ENDS SHALL BE FULLY PROTECTED WITH A STOPPER TO PREVENT EARTH OR
OTHER MATERIAL FROM ENTERING THE PIPE DURING CONSTRUCTION.
CAREFULLY FREE INTERIOR OF THE PIPE FROM DIRT, CEMENT AND OTHER
DELETERIOUS MATERIAL AS THE WORK PROGRESSES.
4.E. MAINTAIN SEPARATION OF POTABLE WATER MAIN FROM SEWER PIPING AT
CROSSINGS A MINIMUM OF 10 FEET HORIZONTAL AND 18 INCHES VERTICAL.
4.F. INSTALL HDPE PIPING AND FITTINGS TO AWWA C901 AND C906. BUTT FUSION
WELDED PER ASTM D3261.
4.G. ROUTE PIPE IN STRAIGHT LINE PARALLEL TO ROADS, BUILDINGS AND ADJACENT
UTILITIES AND AS SHOWN ON THE DRAWINGS.
4.H. ESTABLISH ELEVATIONS OF BURIED PIPING WITH SUFFICIENT COVER AS
RECOMMENDED BY PIPE MANUFACTURER TO ENSURE NOT LESS THAN 3 FEET
OF COVER, EXCEPT AS NOTED ON DRAWINGS.
4.I. FORM AND PLACE CONCRETE FOR THRUST BLOCKS AT EACH ELBOW OF PIPE
FORCE MAIN. SEE CONSTRUCTION DRAWING FOR DETAILS OF CONSTRUCTION.
4.J. BACKFILL TRENCH IN ACCORDANCE WITH SECTION 02300.
4.K. INSTALL TRACE WIRE CONTINUOUS OVER TOP OF NON-METAL PIPE. BURY 6
INCHES MINIMUM BELOW FINISH GRADE, ABOVE PIPELINE.
5. INSTALLATION - CLEANOUTS AND MANHOLES
5.A. FORM BOTTOM OF EXCAVATION CLEAN AND SMOOTH TO CORRECT ELEVATION.
5.B. FOR CLEANOUTS, FORM AND PLACE CAST_IN_PLACE CONCRETE BASE PAD WITH
PROVISION FOR SANITARY SEWER PIPE TO BE INSTALLED TO PROPER
ELEVATIONS.
5.C. FOR MANHOLES, CONSTRUCT INVERTS ACCORDING TO THE FOLLOWING
GUIDELINES:
5.C.1. INVERT CHANNEL SHALL BE SMOOTH AND ACCURATELY SHAPED TO A
SEMICIRCULAR BOTTOM TO MATCH WITH THE INSIDE OF THE ADJACENT
SEWER SECTION.
5.C.2. INVERT CHANNELS AND STRUCTURE BOTTOMS SHALL BE SHAPED WITH
MORTAR AND LEAN CONCRETE.
5.C.3. CHANGES IN SIZE AND GRADE OF INVERT SHALL BE MADE GRADUALLY AND
EVENLY.
5.C.4. CHANGES IN THE DIRECTION OF THE SEWER ENTERING BRANCH OR
BRANCHES SHALL HAVE A TRUE CURVE OF AS LARGE A RADIUS AS THE
MANHOLE WILL PERMIT.
5.D. FOR MANHOLES, PROVIDE MANHOLE RINGS, FRAME, AND COVER AS SHOWN ON
THE CONSTRUCTION DRAWINGS.
6. FIELD QUALITY CONTROL
6.A. FIELD QUALITY CONTROL SHALL BE CONDUCTED BY THE CONTRACTOR IN
ACCORDANCE WITH SECTION 01452.
6.B. PIPES AND JOINTS SHALL NOT BE COMPLETELY BACKFILLED UNTIL AFTER
INSPECTION, TESTING, AND APPROVAL BY THE OWNER AND LOCAL
JURISDICTION.
6.C. PRIOR TO TESTING FOR LEAKAGE, THE PIPE TRENCH SHALL BE BACKFILLED TO
AT LEAST THE SPRING LINE OF THE PIPE. IF REQUIRED TO PREVENT PIPE
MOVEMENT DURING TESTING, ADDITIONAL BACKFILL SHALL BE ADDED LEAVING
THE PIPE JOINTS UNCOVERED TO PERMIT INSPECTION.
6.D. EXFILTRATION TEST
6.D.1. EACH SECTION OF SEWER LINE BETWEEN SUCCESSIVE MANHOLES SHALL
BE TESTED BY CLOSING THE LOWER END OF THE SEWER TO BE TESTED AND
THE INLET SEWER OF THE UPPER MANHOLE, USING STOPPERS.
6.D.2. FILL THE MANHOLE AND PIPE WITH WATER TO A POINT WHICH PRODUCES A
MAXIMUM OF 3 FEET OF HEAD ABOVE THE INVERT OF THE SEWER AT THE
CENTER OF THE UPPER MANHOLE; OR IF GROUNDWATER IS PRESENT, 3
FEET OF HEAD ABOVE THE AVERAGE ADJACENT GROUNDWATER LEVEL.
6.D.3. THE ALLOWABLE LEAKAGE SHALL BE 200 GAL/INCH OF PIPE
DIAMETER/MILE/DAY
6.E. INFILTRATION TEST
6.E.1. IF EXCESSIVE GROUND WATER IS ENCOUNTERED IN THE CONSTRUCTION OF
A SECTION OF THE SEWER, THE EXFILTRATION TEST SHALL NOT BE USED.
6.E.2. THE UPPER AND LOWER ENDS OF THE SEWER TO BE TESTED SHALL BE
CLOSED SUFFICIENTLY TO PREVENT THE ENTRANCE OF WATER.
6.E.3. PUMPING OF GROUND WATER SHALL BE DISCONTINUED FOR AT LEAST 3
DAYS; THEN INFILTRATION SHALL BE TESTED.
6.E.4. INFILTRATION INTO EACH SECTION OF SEWER BETWEEN ADJOINING
MANHOLES SHALL NOT EXCEED THAT ALLOWED FOR THE EXFILTRATION
TEST, EXCEPT THAT HEAD CONDITIONS SHALL BE A MAXIMUM OF 6 FEET.
6.F. THE EXFILTRATION TEST MAY BE LIMITED TO THE MANHOLES ONLY WHEN THE
AUTHORITY HAVING JURISDICTION DOES NOT REQUIRE THE TEST AND THE
CONSTRUCTION MANAGER WAIVES THE TEST. THE INFILTRATION TEST WILL
ALWAYS BE REQUIRED WHEN EXCESSIVE GROUND WATER IS ENCOUNTERED IN
ADDITION TO THE AIR TEST.
6.G. AIR TEST: GRAVITY SYSTEMS SHALL BE AIR TESTED BETWEEN MANHOLES AT 3.5
PSI FOR 5 MINUTES PER ASTM F1417 FOR PLASTIC PIPES.
6.H. ALL MANHOLES SHALL BE AIR TESTED IN ACCORDANCE WITH ASTM C1244-93
(STANDARD TEST METHOD FOR CONCRETE SEWER MANHOLES BY NEGATIVE AIR
PRESSURE (VACUUM) TEST).
6.I. DEFLECTION TEST:
6.I.1. DEFLECTION TESTS SHALL BE CONDUCTED ON ALL PLASTIC PIPE USING A
MANDREL WITH A DIAMETER EQUAL TO 95 PERCENT OF THE INSIDE
DIAMETER OF THE PIPE. THE TEST SHALL BE PERFORMED WITHOUT
MECHANICAL PULLING DEVICES.
6.I.2. ALLOWABLE DEFLECTION: MAXIMUM ALLOWABLE PIPE DEFLECTION SHALL
NOT EXCEED 5 PERCENT OF NOMINAL INSIDE DIAMETER.
6.I.3. MANDREL: MANDREL, GO/NO-GO, DEVICE SHALL BE CYLINDRICAL IN SHAPE
AND CONSTRUCTED WITH EITHER 9 OR 16 EVENLY SPACED ARMS OR
PRONGS. MANDRELS WITH FEWER ARMS WILL BE REJECTED AS NOT
SUFFICIENTLY ACCURATE. CONTACT LENGTH OF MANDREL'S ARMS SHALL
EQUAL OR EXCEED NOMINAL INSIDE DIAMETER OF SEWER TO BE
INSPECTED. CRITICAL MANDREL DIMENSIONS SHALL CARRY TOLERANCE OF
0.01-INCH MAXIMUM. CONTRACTOR SHALL PROVIDE MANDREL AND
NECESSARY EQUIPMENT FOR MANDREL TEST.
6.I.4. PROCEDURE: MANDREL SHALL BE HAND-PULLED THROUGH FLEXIBLE PIPE
SEWER LINES NO EARLIER THAN 30 DAYS AFTER TRENCH HAS BEEN
COMPLETELY BACKFILLED. SECTIONS OF SEWER NOT PASSING MANDREL
SHALL BE UNCOVERED AND REBEDDED, REROUNDED, OR REPLACED TO
SATISFACTION OF OWNER OR GOVERNING AGENCY. REPAIRED SECTION
SHALL BE RETESTED.
6.J. HYDROSTATIC TEST: FORCE MAIN PIPING SHALL BE HYDROSTATICALLY TESTED
AT 150 PSI IN ACCORDANCE WITH AWWA C 600.
6.K. PROVIDE MEASURING DEVICES, METERS, WATER, MATERIALS, AND LABOR FOR
MAKING THE REQUIRED TESTS.
6.L. TESTS SHALL BE CONDUCTED IN THE PRESENCE OF THE CONSTRUCTION
MANAGER OR HIS DESIGNEE. TEST DATA SHALL BE SUBMITTED TO THE
ENGINEER FOR REVIEW AND APPROVAL.
END OF SECTION
REVISIONS AND ISSUES
Part of Section 36, Township 18 North, Range 3 East, Hamilton County, Indiana
W19.0582
PREPARED FOR:
147 & 155 WEST CARMEL DRIVE, CARMEL, INDIANA
PROJECT NO.
SHEET NO.
CHECKED BY:
DRAWN BY:
SSR
DESIGNED BY:
DWG NAME:
PROJECT NO.:
W19.0582
DATE BY
06.08.2020
SSR
DATE:
SSR
Know what'sbelow.
Call before you dig.
R
APPROVAL PENDING
NOT FOR CONSTRUCTION
CARMEL SELF STORAGE
ISSUED FOR CITY REVIEW 01.13.2020 BJS
ISSUED FOR TAC REVISIONS 05.12.2020 BJS
ENGINEERS 317 | 846 - 6611
800 | 452 - 6408
317 | 843 - 0546 fax
WEIHE
Land Surveying | Civil Engineering
Landscape Architecture
ALLAN H. WEIHE, P.E., L.S. - FOUNDER
10505 N. College Avenue
Indianapolis, Indiana 46280
weihe.net
Build with confidence. SM
STEVEN SCOTT RUCKER, PE No. 11300279
06/08/2020
TAC REVISIONS 03.30.2020 BJS
ISSUED FOR TAC REVISIONS 06.08.2020
2.A. MAINTAIN CAREFULLY ALL BENCHMARKS, MONUMENTS AND OTHER REFERENCE POINTS, IF
DISTURBED OR DESTROYED REPLACE AS DIRECTED BY ENGINEER.
3. PROTECTION OF TREES
3.A. GENERAL PROTECTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF
TOPS, TRUNKS AND ROOTS OF EXISTING TREES ON THE PROJECT SITE THAT ARE TO REMAIN.
EXISTING TREES SUBJECT TO CONSTRUCTION DAMAGE SHALL BE BOXED, FENCED OR OTHERWISE
PROTECTED BEFORE ANY WORK IS STARTED, DO NOT STOCKPILE WITHIN BRANCH SPREAD.
REMOVE INTERFERING BRANCHES WITHOUT INJURY TO TRUNKS AND COVER SCARS WITH TREE
PAINT.
4. REMOVAL OF TREES
4.A. REMOVE ALL TREES AND STUMPS FROM AREA TO BE OCCUPIED BY ROAD AND SURFACED AREAS.
REMOVAL OF TREES OUTSIDE THESE AREAS SHALL ONLY BE DONE AS NOTED ON DRAWINGS OR
APPROVED BY THE OWNER.
4.B. ALL BRUSH, STUMPS, WOOD AND OTHER REFUSE FROM THE TREES SHALL BE REMOVED FROM SITE
OR BURNED WITH PROPER PERMITS (WHERE APPLICABLE).
5. STRIPPING OF TOPSOIL
5.A. REMOVE TOPSOIL TO A DEPTH OF 6 INCHES (OR MORE IF REQUIRED) FROM THE AREAS TO BE
OCCUPIED BY ROADS, WALKS, BUILDINGS, AND PARKING AREAS. PILE AND STORE TOPSOIL AT A
LOCATION WHERE IT WILL NOT INTERFERE WITH CONSTRUCTION OPERATIONS. TOPSOIL SHALL BE
REASONABLY FREE FROM SUBSOIL, DEBRIS AND STONES.
6. SITE GRADING
6.A. GRADES: DO ALL CUTTING, FILLING, COMPACTING OF FILLS AND ROUGH GRADING REQUIRED TO
BRING ENTIRE PROJECT AREA TO SUBGRADE AS SHOWN ON THE DRAWINGS. UNDERCUT OPEN
AREAS 4 INCHES FOR TOPSOIL.
6.B. ROUGH GRADING: THE TOLERANCE FOR PAVED AREAS SHALL NOT EXCEED 0.10 FEET ABOVE
ESTABLISHED SUBGRADE. ALL OTHER AREAS SHALL NOT EXCEED 0.10 FEET PLUS OR MINUS THE
ESTABLISHED GRADE. PROVIDE ROUNDING AT TOP AND BOTTOM OF BANKS AND OTHER BREAKS IN
GRADE. ALL OPEN AREAS SHALL BE GRADED A MINIMUM OF 0.5% AND A MAXIMUM OF 3:1 SLOPE.
6.C. SUBGRADE SHALL BE PROOFROLLED WITH SUITABLE EQUIPMENT AND ALL SPONGY AND
OTHERWISE UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL.
6.D. SUBGRADE FOR STREETS AND PAVED AREAS SHALL BE COMPACTED TO 95% OF MODIFIED
PROCTOR.
6.E. SEE PROJECT MANUAL AND SOILS REPORT FOR REQUIREMENTS REGARDING UNDERCUTTING AND
SUBGRADE PREPARATION FOR PAVEMENT.
6.F. ALL FILL MATERIAL SHALL BE FORMED FROM SOIL FREE OF DELETERIOUS MATERIAL. PRIOR TO
PLACEMENT OF FILL, A SAMPLE OF THE PROPOSED MATERIAL SHALL BE SUBMITTED TO THE SOILS
ENGINEER FOR APPROVAL. THE FILL MATERIAL SHALL BE PLACED IN LAYERS NOT TO EXCEED 8" IN
LOOSE THICKNESS AND SHALL BE SPREAD AND COMPACTED AT THE PROPER MOISTURE CONTENT.
6.G. ALL FILL MATERIAL IN AREAS OUTSIDE OF BUILDING AND PAVEMENT AREAS SHALL BE COMPACTED
LIGHTLY WITH EACH LIFT AND PROTECTED FORM EROSION. AREAS OF BUILDING CONSTRUCTION
SHALL HAVE SUITABLE FILL MATERIAL PLACED AND COMPACTED IN ACCORDANCE WITH THE SOILS
ENGINEER'S REPORT (MINIMUM 95% MODIFIED PROCTOR).
7. DISPOSITION OF UTILITIES
7.A. RULES AND REGULATIONS GOVERNING THE RESPECTIVE UTILITIES SHALL BE OBSERVED IN
EXECUTING ALL WORK UNDER THIS SECTION.
7.B. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND
CONDITIONS PERTAINING TO HIS PHASE OF THE WORK. IT SHALL ALSO BE THE CONTRACTORS
RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES BEFORE WORK IS STARTED.
THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNERS OR THE ENGINEERS OF ANY CHANGES,
ERRORS OR OMISSIONS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR
RESUMES.
7.C. WHERE ACTIVE UTILITIES ARE ENCOUNTERED BUT NOT SHOWN ON THE DRAWINGS, THE ENGINEER
SHALL BE ADVISED BEFORE WORK IS CONTINUED.
7.D. INACTIVE AND ABANDONED UTILITIES ENCOUNTERED IN EXCAVATING AND GRADING OPERATIONS
SHALL BE REPORTED TO THE ENGINEER. THEY SHALL BE REMOVED, PLUGGED OR CAPPED AS
DIRECTED BY THE ENGINEER.
8. SEEDING PREPARATION
8.A. SOLVE ANY SURFACE OR SUBSURFACE DRAINAGE PROBLEMS AND CONSTRUCT PERMANENT
EROSION CONTROL STRUCTURES.
8.B. REMOVE ALL ROCKS, ROOTS OR OTHER MATERIALS THAT MAY INTERFERE WITH SEEDBED
PREPARATION.
8.C. PERFORM THE MAJOR FILLING SHAPING AND SMOOTHING OF GULLIED OR SEVERELY ERODED
AREAS.
PAVING SPECIFICATIONS
1. SCOPE OF WORK
1.A. THE WORK REQUIRED UNDER THIS SECTION INCLUDES ALL EXTERIOR CONCRETE AND BITUMINOUS
PAVING AND RELATED ITEMS NECESSARY TO COMPLETE THE WORK INDICATED ON DRAWINGS AND
DESCRIBED IN THE SPECIFICATIONS, INCLUDING BUT NOT LIMITED TO: ALL DRIVES, PARKING AREAS
IN CONTRACT LIMITS CURBS AND GUTTERS SIDEWALKS AND CONCRETE SLABS, EXTERIOR STEPS
2. MATERIALS
2.A. CONCRETE: CONCRETE SHALL BE READY-MADE AND SHALL BE A MIX OF PROPORTIONED FINE AND
COARSE AGGREGATES WITH PORTLAND CEMENT AND WATER. MINIMUM CEMENT CONTENT SHALL
BE 6 BAGS PER CUBIC YARD OF CONCRETE AND MAXIMUM WATER CONTENT SHALL BE 5.5 U.S.
GALLONS PER SACK OF CEMENT, INCLUDING MOISTURE IN THE AGGREGATE. SLUMP FOR NORMAL
WEIGHT CONCRETE SHALL BE A MAXIMUM OF 4 INCHES AND A MINIMUM OF 2 INCHES. THE SLUMP
OF MACHINE PLACE CONCRETE SHALL BE NO LESS THAN 1-1/4 INCHES NOR MORE THAN 3 INCHES.
STANDARD TEST ASTM C0143 SHALL BE USED TO MEASURE SLUMP. MINIMUM COMPRESSIVE
STRENGTH OF CONCRETE AT 28 DAYS SHALL BE 4000 PSI. ALL EXTERIOR CONCRETE SHALL HAVE
AIR ENTRAINMENT OF 5% TO 8% BY VOLUME PER ASTM C0260. RETEMPERING OF DELIVERED
CONCRETE WILL NOT BE ALLOWED. CONCRETE SHALL BE COMPOSED OF:
2.A.1. PORTLAND CEMENT: CONFORMING TO ASTM C-150, TYPE IA OR TYPE IIIA.
2.A.2. AGGREGATES: CONFORMING TO ASTM C-33.
2.A.3. WATER: SHALL BE CLEAR AND FREE FROM INJURIOUS AMOUNTS OF OILS, ACIDS, ALKALIC
ORGANIC MATERIALS OR OTHER DELETERIOUS SUBSTANCES.
2.B. WELDED STEEL WIRE FABRIC: WHERE REQUIRED FOR CONCRETE REINFORCEMENT SHALL
CONFORM TO ASTM A185.
2.C. PRE MOLDED JOINT FILLER: SHALL BE NON-EXTRUDING TYPE MEETING ASTM D-544, EXCEPT THAT
PRE MOLDED JOINT FILLER USED IN CONCRETE WALK CONSTRUCTION MAY BE EITHER
NON-EXTRUDING OR RESILIENT.
2.D. BITUMINOUS PAVEMENT MATERIALS: ALL MATERIALS PROPOSED FOR THE CONSTRUCTION OF
BITUMINOUS PAVEMENTS SHALL COMPLY WITH THE INDIANA DEPARTMENT OF TRANSPORTATION
SPECIFICATIONS LATEST VERSION SHALL BE USED.
2.E. COMPACTED AGGREGATE SUB-BASE: SHALL BE CRUSHED STONE OR GRAVEL. CRUSHED GRAVEL
SHALL BE A MINIMUM OF 35% CRUSHED MATERIAL. FINES SHALL BE LIMITED TO A MAXIMUM OF 8%
OF THE TOTAL. MATERIAL SHALL BE FREE FROM AN EXCESS OF FLAT, ELONGATED, THINLY
LAMINATED SOFT OR DISINTEGRATED PIECES, AND SHALL BE FREE FROM FRAGMENTS COATED
WITH DIRT. COMPACTED AGGREGATE SHALL BE GRADED AS FOLLOWS: PER LATEST REVISIONS.
SIEVE SIZE % PASSING
1-1/2" 100
1" 80-100
3/4" 79-90
1/2" 55-80
#4 35-60
#8 25-50
#30 12-30
#200 5-10
3. APPLICATION
3.A. GRADING: DO ANY NECESSARY GRADING IN ADDITION TO THAT PERFORMED IN ACCORDANCE WITH
EARTHWORK SECTION, TO BRING SUB GRADES, AFTER FINAL COMPACTION, TO THE REQUIRED
GRADES AND SECTIONS FOR SITE IMPROVEMENT.
3.B. PREPARATION OF SUB-GRADE: REMOVE SPONGY AND OTHERWISE UNSUITABLE MATERIAL AND
REPLACE WITH STABLE MATERIAL. NO TRAFFIC WILL BE ALLOWED ON PREPARED SUB-GRADE
PRIOR TO PAVING.
3.C. COMPACTION OF SUB-GRADE: THE FIRST 6 INCHES BELOW THE SUB-GRADE SHALL BE COMPACTED
TO AT LEAST 100% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE PROVISIONS OF
AASHTO T-99. WATER SHALL BE PREVENTED FOR STANDING ON THE COMPACTED SUB-GRADE
3.D. UTILITY STRUCTURES: CHECK FOR CORRECT ELEVATION OF ALL MANHOLE COVERS, INLETS, VALVE
BOXES AND SIMILAR STRUCTURES LOCATED WITHIN AREAS TO BE PAVED AND MARK, OR HAVE
MADE ANY NECESSARY ADJUSTMENTS IN SUCH STRUCTURES.
3.E. PLACING CONCRETE:
3.E.1. SUBGRADE: PLACE CONCRETE ONLY ON A MOIST, COMPACTED SUBGRADE OF BASE FREE
FROM LOOSE MATERIAL. PLACE NO CONCRETE ON A MUDDY OR FROZEN SUBGRADE
3.E.2. FORMS: ALL FORMS SHALL BE FREE FROM WARP, TIGHT ENOUGH TO PREVENT LEAKAGE AND
SUBSTANTIAL ENOUGH TO MAINTAIN THEIR SHAPE AND POSITION WITHOUT SPRINGING OR
SETTING, WHEN CONCRETE IS PLACED. FORMS SHALL BE CLEAN AND SMOOTH IMMEDIATELY
BEFORE PLACING CONCRETE.
3.E.3. PLACING CONCRETE: CONCRETE SHALL BE DEPOSITED SO AS TO REQUIRE AS LITTLE HANDING
AS PRACTICABLE. WHEN CONCRETE IS TO BE PLACED AT AN ATMOSPHERIC TEMPERATURE OF
35 DEGREES F, OR LESS, PARAGRAPH 702.10 OF THE INDIANA DEPARTMENT OF
TRANSPORTATION SPECIFICATIONS, LATEST REVISION SHALL BE FOLLOWED.
3.F. CONCRETE CURB:
3.F.1. EXPANSION JOINTS: SHALL BE 1/2 INCH THICK PRE MOLDED AT ENDS OF ALL RETURNS AND A
MAXIMUM SPACING OF 100 FEET.
3.F.2. CONTRACTION JOINTS: UNLESS OTHERWISE PROVIDED, CONTRACTION JOINTS SHALL BE
JOINTS SPACED 10 FEET ON CENTER.
3.F.3. FINISH: TAMP AND SCREED CONCRETE AS SOON AS PLACED, AND FILL ANY HONEYCOMBED
PLACES, FINISH SQUARE CORNERS TO 1/4 INCH RADIUS AND OTHER CORNERS TO RADII
SHOWN.
3.G. CONCRETE WALKS AND EXTERIOR STEPS:
3.G.1. SLOPES: PROVIDE ¼ INCH PER FOOT CROSS SLOPE. MAKE ADJUSTMENTS IN SLOPES A WALK
INTERSECTIONS AS NECESSARY TO PROVIDE PROPER DRAINAGE.
3.G.2. DIMENSIONS: WALKS AND STEPS SHALL BE ONE COURSE CONSTRUCTION AND OF WIDTHS AND
DETAILS SHOWN ON THE DRAWINGS.
3.G.3. FINISH: SCREED CONCRETE AND TROWEL WITH A STEEL TROWEL TO A HARD DENSE SURFACE
AFTER SURFACE WATER HAS DISAPPEARED. APPLY MEDIUM BROOM FINISH AND SCRIBE
CONTROL JOINTS AT 6 FEET SPACING. PROVIDE ½ INCH EXPANSION JOINTS WHERE SIDEWALKS
INTERSECT, AND AT A MAXIMUM SPACING OF 48 FEET BETWEEN EXPANSION JOINTS.
3.H. CURING CONCRETE: EXCEPT AS OTHERWISE SPECIFIED, CURE ALL CONCRETE BY ONE OF THE
METHODS DESCRIBED IN SECTION 501.17 OF THE INDIANA DEPARTMENT OF TRANSPORTATION
SPECIFICATIONS, LATEST REVISION SHALL BE USED.
3.I. BITUMINOUS PAVEMENT: HOT ASPHALT CONCRETE (TYPE B OR C) PAVEMENT SHALL BE AS
SPECIFIED IN SECTION 401/402 OF THE INDIANA DEPARTMENT OF TRANSPORTATION
SPECIFICATIONS, LATEST REVISIONS SHALL BE USED. PAVING WILL NOT BE PERMITTED DURING
UNFAVORABLE WEATHER OR WHEN THE TEMPERATURE IS 40 DEGREES F. AND FALLING.
3.J. COMPACTED AGGREGATE SUB-BASE: THE THICKNESS SHOWN ON THE DRAWINGS IS THE MINIMUM
THICKNESS OF THE FULL COMPACTED SUB-BASE. COMPACTION SHALL BE ACCOMPLISHED BY
ROLLING WITH A SMOOTH WHEELED ROLLER WEIGHING 8 TO 10 TONS. COMPACT TO 95%
COMPACTION USING STANDARD TESTING PROCEDURES. ALONG CURBS, HEADERS AND WALLS AND
AT ALL PLACES NOT ACCESSIBLE TO THE ROLLER, THE AGGREGATE MATERIAL SHALL BE TAMPED
WITH MECHANICAL TAMPERS OR WITH APPROVED TAMPERS.
STORM SEWER SPECIFICATIONS
1. SCOPE OF WORK
1.A. THE WORK UNDER THIS SECTION INCLUDES ALL STORM SEWERS, STORM WATER INLETS, AND
RELATED ITEMS, INCLUDING EXCAVATING AND BACKFILLING, NECESSARY TO COMPLETE THE WORK
SHOWN ON THE DRAWINGS.
2. MATERIALS
2.A. STORM SEWERS:
2.A.1. REINFORCED CONCRETE SEWER PIPE SHALL CONFORM TO ASTM C-76 CLASS 3 LATEST REVISION
WITH JOINTS CONFORMING TO ASTM C-443 LATEST REVISION.
2.A.2. STORM SEWERS HANCOR "HIQ" PIPE AND ADS OR APPROVED EQUAL: WITH THE FOLLOWING
REQUIREMENTS:
2.A.2.a. 4 INCH THROUGH 10 INCH MEETING AASHTO M252 TYPE S. 12 INCH THROUGH 36 INCH MEETING
AASHTO M294 TYPE S.
2.A.2.b. GASKETS MEETING ASTM D1056 GRADE 2A2.
2.A.2.c. FITTINGS MEETING ASSHTO M252 OR AASHTO M294, MEETING ASTM D3350 CELL
CLASSIFICATION 324420C: OR ASTM D3350 TYPE III, CLASS C, CATEGORY 4, GRADE P33.
2.B. DRAINAGE STRUCTURES:
2.B.1. PRECAST REINFORCED CONCRETE DRAINAGE SECTIONS AND STEPS SHALL CONFORM TO ASTM
C-478 LATEST REVISION AND LATEST REVISION OF INDOT PRECAST STRUCTURE DETAILS.
2.B.2. CASTINGS SHALL BE OF UNIFORM QUALITY, FREE FROM BLOW HOLES, POROSITY, HARD SPOTS,
SHRINKAGE DISTORTION OR OTHER DEFECTS, THEY SHALL BE SMOOTH AND WELL CLEANED BY
SHOT BLASTING OR BY SOME OTHER APPROVED METHOD. THEY SHALL BE COATED WITH
ASPHALT PAINT WHICH SHALL RESULT IN A SMOOTH COATING. TOUGH AND TENACIOUS WHEN
COLD, NOT TACKY OR BRITTLE. THEY SHALL BE GRAY IRON MEETING ASTM A-48 LATEST
REVISION.
2.B.3. JOINTS - STRUCTURE SECTIONS SHALL BE JOINTED WITH RUBBER TYPE GASKETS, THE RUBBER
TYPE GASKETS SHALL MEET ASTM C-443 LATEST REVISION.
2.C. SUBDRAINS:
2.C.1. PERFORATED PLASTIC PIPE SUBDRAINS SHALL CONFORM TO ASTM D3034, SDR 35, ASTM D2729,
OR ASTM F405.
3. APPLICATION
3.A. PERMITS AND CODES: THE INTENT OF THIS SECTION OF THE SPECIFICATIONS IS THAT THE
CONTRACTOR'S BID ON THE WORK COVERED HEREIN SHALL BE BASED UPON THE DRAWINGS AND
SPECIFICATIONS BUT THAT THE WORK SHALL COMPLY WITH ALL, APPLICABLE CODES AN
REGULATIONS AS AMENDED BY ANY WAIVERS. CONTRACTOR SHALL FURNISH ALL BONDS
NECESSARY TO GET PERMITS FOR CUTS AND CONNECTIONS TO EXISTING SEWERS.
3.B. LOCAL STANDARDS: THE TERM "LOCAL STANDARDS" AS USED HEREIN MEANS THE STANDARDS OF
DESIGN AND CONSTRUCTION OF THE RESPECTIVE MUNICIPAL DEPARTMENT AND/OR UTILITY
COMPANY.
3.C. EXISTING IMPROVEMENTS: MAINTAIN IN OPERATING CONDITION ALL ACTIVE UTILITIES, SEWERS
AND OTHER DRAINS ENCOUNTERED IN THE SEWER INSTALLATION. REPAIR TO THE SATISFACTION
OF THE OWNER ANY DAMAGE TO EXISTING ACTIVE IMPROVEMENTS.
3.D. WORKMANSHIP: TO CONFORM TO ALL LOCAL, STATE AND NATIONAL CODES AND TO BE APPROVED
BY ALL LOCAL AND STATE AGENCIES HAVING JURISDICTION.
3.E. TRENCHING: LAY ALL PIPE IN OPEN TRENCHES, EXCEPT WHEN THE LOCAL AUTHORITY GIVE
WRITTEN PERMISSION FOR TUNNELING. OPEN THE TRENCH SUFFICIENTLY AHEAD OF PIPE LAYING
TO REVEAL ANY OBSTRUCTIONS. THE WIDTH OF THE TRENCH SHALL BE THE INSIDE PIPE DIAMETER
PLUS 24 INCHES FOR 12 INCHES ABOVE THE PIPE. SHEET AND BRACE TRENCH AS NECESSARY TO
PROTECT WORKMEN AND ADJACENT STRUCTURES. ALL TRENCHING TO COMPLY WITH
OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION STANDARDS. KEEP TRENCHES FREE FROM
WATER WHILE CONSTRUCTION IS IN PROGRESS. UNDER NO CIRCUMSTANCES LAY PIPE OR
APPURTENANCES IN STANDING WATER. CONDUCT THE DISCHARGE FORM TRENCH DEWATERING TO
DRAINS OR NATURAL DRAINAGE CHANNELS.
3.F. SPECIAL SUPPORTS: WHENEVER, IN THE OPINION OF THE ENGINEER, THE SOIL AT OR BELOW THE
PIPE GRADE IS UNSUITABLE FOR SUPPORTING SEWERS AND APPURTENANCES SPECIFIED IN THIS
SECTION, SUCH SPECIAL SUPPORT, IN ADDITION THOSE SHOWN OR SPECIFIED, SHALL BE PROVIDED
AS THE ENGINEER MAY DIRECT, AND THE CONTRACT WILL BE ADJUSTED.
3.G. BACKFILLING
3.G.1. RCP BACKFILLING: FOR DEPTH OF AT LEAST 12 INCHES ABOVE THE TOP OF THE PIPE, BACKFILL
WITH EARTH OR GRANULAR MATERIAL FREE FROM LARGE STONES, ROCK FRAGMENTS, ROOTS
OR SOD. TAMP THIS BACKFILL THOROUGHLY TAKING CARE NOT TO DISTURB THE PIPE. FOR THE
REMAINING TRENCH DEPTH, BACKFILL WITH EARTH OR GRANULAR MATERIAL CONTAINING
STONES OR ROCKS NOT LARGER THAN 4 INCHES. BACKFILL UNDER WALKS, PARKING AREAS,
DRIVEWAYS AND STREETS SHALL BE GRANULAR MATERIAL ONLY THOROUGHLY COMPACTED BY
APPROVED METHODS. TRENCHES PARALLEL TO AND WITHIN 5 FEET OF PAVED ROADWAYS
SHALL ALSO BE CONSTRUCTED WITH COMPACTED GRANULAR MATERIALS.
3.G.2. HDPE BACKFILLING: FOR DEPTH OF AT LEAST 12 INCHES ABOVE THE TOP OF THE PIPE, BACKFILL
WITH GRANULAR MATERIAL. COMPACT THIS BACKFILL THOROUGHLY TAKING CARE NOT TO
DISTURB THE PIPE. FOR THE REMAINING TRENCH DEPTH, BACKFILL WITH EARTH OR GRANULAR
MATERIAL CONTAINING STONES OR ROCKS NOT LARGER THAN 4 INCHES. BACKFILL UNDER
WALKS, PARKING AREAS, DRIVEWAYS AND STREETS SHALL BE GRANULAR MATERIAL ONLY
THOROUGHLY COMPACTED BY APPROVED METHODS. TRENCHES PARALLEL TO AND WITHIN 5
FEET OF PAVED ROADWAYS SHALL ALSO BE CONSTRUCTED WITH COMPACTED GRANULAR
MATERIALS.
3.H. SUBDRAINS: ALL SUBDRAINS ON SITE SHALL BE OF THE SIZE AS SHOWN AND SHALL BE PLACED AS
SHOWN ON THE PLANS. THEY SHALL BE CONSTRUCTED TO THE GRADES AS SHOWN ON THE PLANS.
3.I. UTILITIES: IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING
UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF THE WORK. IT SHALL ALSO, BE THE
CONTRACTORS RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES BEFORE
WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNERS OR THE ENGINEER
OF ANY CHANGES, ERRORS OR OMISSIONS FOUND ON THESE PLANS OR IN THE FIELD BEFORE
WORK IS STARTED OR RESUMED.
WATER LINE SPECIFICATIONS
1. SCOPE OF WORK
1.A. THE WORK REQUIRED UNDER THIS SECTION INCLUDES ALL COLD WATER
DISTRIBUTION LINES, VALVES, METER PITS, HYDRANTS, AND RELATED ITEMS
INCLUDING EXCAVATING AND BACKFILLING NECESSARY TO COMPLETE THE WORK
SHOWN ON THE DRAWINGS. THE END OF WATER SERVICE LINES SHALL BE
TIGHTLY PLUGGED OR CAPPED AT THE TERMINAL POINTS PENDING THE
CONNECTING TO ALL SUCH LINES OF THE BUILDING PIPING AS SPECIFIED IN THE
PLUMBING SPECIFICATIONS AND ARCHITECTURAL DRAWINGS.
2. MATERIALS
2.A. DUCTILE IRON (D.I.) PIPE: DUCTILE IRON PIPE SHALL BE CLASS 350 AND MEET
AWWA C-150 AND C-151 SPECIFICATIONS. JOINTS SHALL MEET AWWA C-111
SPECIFICATIONS. PIPE SHALL BE CEMENT LINED PER AWWA C-104 AND SHALL BE
COATED OUTSIDE WITH A BITUMINOUS COATING. D.I. FITTINGS SHALL BE CEMENT
LINED AND MEET AWWA C-110 SPECIFICATIONS (350 PSI). COMPACT D.I. FITTINGS
SHALL BE CEMENT LINED AND MEET AWWA C-153 SPECIFICATIONS (CLASS 53, 350
PSI)
2.B. POLYVINYL CHLORIDE (PVC) PIPE: PVC PIPE SHALL HAVE THE SAME OUTSIDE
DIAMETER AS DUCTILE IRON PIPE, HAVE A MINIMUM WALL THICKNESS OF DR-18
FOR PRESSURE CLASS 150 AND MEET AWWA C900 SPECIFICATIONS. JOINTS SHALL
BE SLIP-ON TYPE WITH INTEGRAL BELL AND SPIGOT.
2.C. POLYETHYLENE (HDPE) PIPE: HDPE PIPE SHALL MEET AWWA C901 AND C906
SPECIFICATIONS. PIPE (3"-24") SHALL HAVE A MINIMUM WALL THICKNESS OF SRD
11. HDPE FITTINGS SHALL HAVE SAME DR AS PIPE BEING INSTALLED.
2.D. COPPER TUBING: SHALL BE SEAMLESS, ANNEALED COPPER TUBING COMPLYING
WITH FEDERAL SPECIFICATION WW-T799. FITTINGS SHALL BE WROUGHT COPPER
OR CAST BRONZE WITH SOLDER JOINTS. SOLDER SHALL BE OF A COMPOSITION
RECOMMENDED BY THE MANUFACTURER OF THE FITTINGS.
2.E. FIRE HYDRANTS: SHALL COMPLY WITH AWWA SPECIFICATION C-502 AND SHALL
MEET LOCAL STANDARDS AND REQUIREMENTS, PARTICULARLY AS TO NOZZLE
DIAMETERS AND THREADS, DIRECTION OF OPENING AND DIMENSIONS OF
OPERATING AND CAP NUTS. FIRE HYDRANTS SHALL HAVE ONE PUMPER AND TWO
HOSE NOZZLES. A VALVE OPENING NOT LESS THAN 5 INCHES AND A 6 INCH INLET
CONNECTION. THE LENGTH OF THE HYDRANT BARREL SHALL BE DETERMINED BY
THE SPECIFIED DEPTH OF COVER OVER THE PIPE.
2.F. VALVES: ALL VALVES AND STOPS SHALL HAVE ENDS SUITED OR ADAPTERS SHALL
BE PROVIDED FOR THE PROPER INSTALLATION IN THE LINES IN WHICH THEY ARE
LOCATED. VALVES SHALL MEET LOCAL STANDARDS OR IN THE ABSENCE OF SUCH
STANDARDS, THE FOLLOWING REQUIREMENTS.
2.F.1. VALVES IN CAST IRON PIPE SHALL BE IRON BODY, BRONZE MOUNTED, DISC
GATE VALVES CONFORMING TO AWWA SPECIFICATION C-500. THEY SHALL
OPEN IN THE SAME DIRECTION AS THOSE USED IN THE LOCAL WATERWORKS
SYSTEM. VALVE STEMS SHALL TERMINATE IN 2 INCH WRENCH NUTS. FURNISH
TWO (2) KEYS.
2.F.2. VALVES IN COPPER PIPE SHALL BE STANDARD BRASS BODY, ROUND-WAY,
GROUND-KEY STOPS, WITH T HEADS. FURNISH TWO (2) KEYS.
2.G. VALVE BOXES: SHALL MEET LOCAL STANDARDS OR IN THE ABSENCE OF SUCH,
SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS:
2.G.1. FOR IRON BODY VALVES, BOXES SHALL BE APPROVED STANDARD
BUFFALO-TYPE CAST IRON, ADJUSTABLE SHAFT BOXES, HAVING A MINIMUM
SHAFT DIAMETER OF 5-1/4 INCHES.
2.G.2. FOR BRASS BODY VALVES (STOPS) BOXES SHALL BE APPROVED STANDARD
CAST IRON EXTENSION SERVICE BOXES, HAVING A MINIMUM DIAMETER OF 2-1/2
INCHES AND HAVING LID HELD IN PLACE BY A BRASS OR BRONZE BOLT. THE
CASTINGS SHALL BE COATED WITH TWO COATS OF COAL-TAR PITCH VARNISH.
FURNISH TWO (2) KEYS FOR BOLT IN LIDS.
3. APPLICATION:
3.A. PERMITS AND CODES: THE INTENT OF THIS SECTION OF THE SPECIFICATIONS IS
THAT THE CONTRACTOR'S BID ON THE WORK COVERED HEREIN SHALL BE BASED
UPON THE DRAWINGS AND SPECIFICATIONS BUT THAT THE WORK SHALL COMPLY
WITH ALL APPLICABLE CODES AND REGULATIONS. CONTRACTOR SHALL FURNISH
ALL NECESSARY BONDS TO GET PERMITS FOR CUTS AND CONNECTIONS.
3.B. EXISTING IMPROVEMENTS: MAINTAIN IN OPERATING CONDITION ALL ACTIVE
UTILITIES AND SEWERS AND OTHER PIPE SYSTEM THAT MAY BE ENCOUNTERED.
3.C. TRENCHING: LAY ALL PIPE IN OPEN TRENCHES, EXCEPT WHEN LOCAL AUTHORITY
GIVES WRITTEN PERMISSION FOR TUNNELING. PROVIDE SEPARATE TRENCH FOR
THE WATER LINE AT LEAST 10 FEET HORIZONTALLY FROM ANY SANITARY SEWER.
IN LOCATIONS WHERE SEPARATE TRENCHES FOR SEWER AND WATER LINES ARE
IMPRACTICABLE, LAY THE WATER PIPE ON A SOLID SHELF AT LEAST 18 INCHES
ABOVE THE TOP OF THE SEWER.
3.D. WIDTH OF TRENCH: EXCAVATE TRENCHES 12 INCHES EACH SIDE OF THE PIPE
FOR PROPER INSTALLATION OF PIPE.
3.E. SHEETING AND BRACING: SHEET AND BRACE TRENCHES AS NECESSARY TO
PROTECT WORKMEN AND ADJACENT STRUCTURES. ALL TRENCHING SHALL
COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION
STANDARDS.
3.F. WATER REMOVAL: KEEP TRENCHES FREE FROM WATER WHILE CONSTRUCTION
THEREIN IS IN PROGRESS. UNDER NO CIRCUMSTANCES LAY PIPE OR
APPURTENANCES IN STANDING WATER. CONDUCT THE DISCHARGE FROM TRENCH
DEWATERING TO DRAINS, OR NATURAL DRAINAGE CHANNELS.
3.G. GRADING TRENCH BOTTOMS: THE BOTTOM QUADRANT OF THE PIPE SHALL BE
FULLY AND UNIFORMLY SUPPORTED. THE FULL LOAD SHALL REST ON THE
BARREL OF THE PIPE. THE TRENCH MAY BE EXCAVATED TO A DEPTH OF 4 INCHES
OR MORE BELOW FINAL GRADE WITH SAND, CRUSHED STONE OR GRAVEL
BACKFILL TO BRING IT BACK TO PIPE LAYING GRADE. FOR A DEPTH OF AT LEAST
12 INCHES ABOVE THE TOP OF THE PIPE BACKFILL WITH EARTH OR GRANULAR
MATERIAL FREE FROM LARGE STONES, ROOTS OR FROZEN CLOGS. TAMP THIS
BACKFILL THOROUGHLY TAKING CARE NOT TO DISTURB THE PIPE. BACKFILL
UNDER WALKS, PARKING AREAS DRIVEWAYS AND STREETS WITH GRANULAR
MATERIAL ONLY AND TAMP THOROUGHLY, BY APPROVED METHODS. TRENCHES
PARALLEL TO AND WITHIN 10 FEET OF PAVED ROADWAYS SHALL ALSO BE
CONSTRUCTED WITH COMPACTED GRANULAR MATERIAL.
3.H. TESTS: BEFORE JOINTS ARE COVERED, FILL THE PIPING WITH WATER, OPENING
HYDRANTS OR OTHER OUTLETS TO EXPEL AIR. TEST THE PIPING FOR LEAKAGE AS
REQUIRED BY THE LOCAL UTILITY. INSPECT ALL JOINTS FOR LEAKAGE AND
REMEDY ANY LEAKS. UPON COMPLETION OF THE WATER LINES, FLUSH OUT THE
SYSTEM UNTIL THE WATER RUNS CLEAR. AS SOON AS THE SYSTEM HAS BEEN
FLUSHED OUT, IT SHALL BE STERILIZED IN ACCORDANCE WITH THE
REQUIREMENTS OF THE LOCAL UTILITY.
3.I. IF A HORIZONTAL DISTANCE OF 10 FEET CANNOT BE MAINTAINED BETWEEN THE
WATER LINE AND THE SANITARY SEWER LINE, THE SEWER MUST BE
CONSTRUCTED OF WATER WORKS GRADE DUCTILE IRON OR PVC PIPE WITH
MECHANICAL JOINTS WITHIN 10' OF EITHER SIDE THE WATER LINE.
3.J. UTILITIES: IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY
ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF THE
WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE
OWNERS OF THE VARIOUS UTILITIES BEFORE WORK IS STARTED. THE
CONTRACTOR SHALL NOTIFY IN WRITING THE OWNERS OR THE ENGINEER OF ANY
CHANGES, ERRORS OR OMISSIONS FOUND ON THESE PLANS OR IN THE FIELD
BEFORE WORK IS STARTED OR RESUMED.
3.K. NEW WATER LINE CONSTRUCTION: CONTRACTOR TO RECORD DIMENSION OF
EACH WATER STUB AND VALVES FROM NEAREST FIRE HYDRANT MEASURED
ALONG WATER MAIN. THE LOCATIONS OF HYDRANTS AND WATER VALVES, ALONG
WITH ANY OTHER CONSTRUCTION CHANGES ARE TO BE INCORPORATED ON THE
ORIGINAL CONSTRUCTION DRAWINGS AND "RECORD DRAWING" PRINTS SHALL BE
SUBMITTED TO THE LOCAL UTILITY AS SOON AFTER COMPLETION OF
CONSTRUCTION AS POSSIBLE.
NOTE: THE ENGINEER AND/OR OWNER DISCLAIM ANY
ROLE IN THE CONSTRUCTION MEANS AND METHODS
ASSOCIATED WITH THE PROJECT AS SET FORTH IN
THESE PLANS.
PAVEMENT MARKING SPECIFICATIONS
1. SUMMARY
1.A. SECTION INCLUDES:
1.A.1. PAINTING AND MARKING OF PAVEMENTS.
1.B. REFERENCES
1.B.1. THE PUBLICATIONS LISTED BELOW FORM A PART OF THIS SPECIFICATION TO THE EXTENT
REFERENCED. PUBLICATIONS ARE REFERENCED WITHIN THE TEXT BY THE BASIC DESIGNATION
ONLY.
1.B.2. AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION (AASHTO):
1.B.2.a. AASHTO M247 - GLASS BEADS USED IN TRAFFIC PAINTS
1.B.2.b. AASHTO M248 - READY-MIXED WHITE AND YELLOW TRAFFIC PAINTS
1.B.3. ASTM INTERNATIONAL (ASTM):
1.B.3.a. ASTM D4414 - STANDARD PRACTICE FOR MEASUREMENT OF WET FILM THICKNESS BY
NOTCHED GAUGES.
1.B.4. FEDERAL SPECIFICATIONS (FS):
1.B.4.a. FS A-A-2886 - PAINT, TRAFFIC, SOLVENT BASED (SUPERSEDES FS TT-P-85 AND FS TT-P-115,
TYPE I)
1.B.4.b. FS TT-B-1325 - BEADS (GLASS SPHERES) RETRO-REFLECTIVE
1.B.4.c. FS TT-P-1952 - PAINT, TRAFFIC AND AIRFIELD MARKING, WATERBORNE
1.C. PROJECT CONDITIONS
1.C.1. MAINTAIN ACCESS FOR VEHICULAR AND PEDESTRIAN TRAFFIC AS REQUIRED FOR OTHER
CONSTRUCTION ACTIVITIES. UTILIZE FLAGMEN, BARRICADES, WARNING SIGNS, AND WARNING
LIGHTS AS REQUIRED.
1.D. QUALITY ASSURANCE
1.D.1. USE TRAINED AND EXPERIENCED PERSONNEL IN APPLYING THE PRODUCTS AND OPERATING THE
EQUIPMENT REQUIRED FOR PROPERLY PERFORMED WORK.
2. PRODUCTS
2.A. MATERIALS
2.A.1. PAINT SHALL BE WATERBORNE OR SOLVENT BORNE, COLORS AS SHOWN OR SPECIFIED HEREIN.
PAVEMENT MARKING PAINTS SHALL COMPLY WITH APPLICABLE STATE AND LOCAL LAWS
ENACTED TO ENSURE COMPLIANCE WITH FEDERAL CLEAN AIR STANDARDS. PAINT MATERIALS
SHALL CONFORM TO THE RESTRICTIONS OF THE LOCAL AIR POLLUTION CONTROL DISTRICT.
2.A.2. WATERBORNE PAINT: PAINTS SHALL CONFORM TO FS TT-P-1952.
2.A.3. SOLVENT BORNE PAINT: PAINT SHALL CONFORM TO FS A-A-2886 OR AASHTO M248. PAINT SHALL
BE NON_BLEEDING, QUICK_DRYING, AND ALKYD PETROLEUM BASE PAINT SUITABLE FOR
TRAFFIC_BEARING SURFACE AND BE MIXED IN ACCORDANCE WITH MANUFACTURE'S
INSTRUCTIONS BEFORE APPLICATION FOR COLORS WHITE, YELLOW, BLUE, AND RED.
2.A.4. GLASS BEADS: AASHTO M 247, TYPE 1 OR FS TT-B-1325, TYPE 1, GRADATION A.
3. EXECUTION
3.A. EXAMINATION
3.A.1. EXAMINE THE WORK AREA AND CORRECT CONDITIONS DETRIMENTAL TO TIMELY AND PROPER
COMPLETION OF THE WORK. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS ARE
CORRECTED.
3.B. PREPARATION
3.B.1. SWEEP AND CLEAN SURFACE TO ELIMINATE LOOSE MATERIAL AND DUST.
3.B.2. WHERE EXISTING PAVEMENT MARKINGS ARE INDICATED ON CONSTRUCTION DRAWINGS TO BE
REMOVED OR WOULD INTERFERE WITH ADHESION OF NEW PAINT, A MOTORIZED ABRASIVE
DEVICE SHALL BE USED TO REMOVE THE MARKINGS. EQUIPMENT EMPLOYED SHALL NOT
DAMAGE EXISTING PAVING OR CREATE SURFACES HAZARDOUS TO VEHICLE OR PEDESTRIAN
TRAFFIC. WITHIN PUBLIC RIGHTS-OF-WAY, APPROPRIATE GOVERNING AUTHORITY SHALL
APPROVE METHOD OF MARKING REMOVAL.
3.B.3. NEW PAVEMENT SURFACES SHALL BE ALLOWED TO CURE FOR NOT LESS THAN 30 DAYS BEFORE
APPLICATION OF MARKING MATERIALS.
3.C. APPLICATION
3.C.1. APPLY TWO COATS OF SAME COLOR OF PAINT AS SPECIFIED BELOW, AT MANUFACTURER'S
RECOMMENDED RATE, WITHOUT ADDITION OF THINNER, WITH MAXIMUM OF 100 SQUARE FEET
PER GALLON OR AS REQUIRED TO PROVIDE A MINIMUM WET FILM THICKNESS OF 15 MILS AND
DRY FILM THICKNESS OF 7 ½ MILS PER COAT. PAINT SHALL BE APPLIED FOR A TOTAL DRY FILM
THICKNESS OF 15 MILS. APPLY WITH MECHANICAL EQUIPMENT TO PRODUCE UNIFORM STRAIGHT
EDGES. AT SIDEWALK CURBS AND CROSSWALKS, USE STRAIGHTEDGE TO ENSURE UNIFORM,
CLEAN, AND STRAIGHT STRIPE.
3.C.2. INSTALL PAVEMENT MARKINGS ACCORDING TO MANUFACTURER'S RECOMMENDED PROCEDURES
FOR THE SPECIFIED MATERIAL.
3.C.3. FOLLOWING ITEMS SHALL BE PAINTED WITH COLORS NOTED BELOW:
3.C.3.a. PEDESTRIAN CROSSWALKS: WHITE
3.C.3.b. EXTERIOR SIDEWALK CURBS AND GUARD POSTS: YELLOW
3.C.3.c. FIRE LANES: RED OR PER LOCAL CODE
3.C.3.d. LANE STRIPING WHERE SEPARATING TRAFFIC MOVING IN OPPOSITE DIRECTIONS: YELLOW
3.C.3.e. LANE STRIPING WHERE SEPARATING TRAFFIC MOVING IN THE SAME DIRECTION: WHITE
3.C.3.f. ADA SYMBOLS: BLUE OR PER LOCAL CODE
3.C.3.g. ADA PARKING SPACE MARKINGS AS SHOWN ON THE DRAWINGS.
3.C.3.h. PARKING STALL STRIPING: WHITE, UNLESS OTHERWISE NOTED ON CONSTRUCTION
DRAWINGS
3.C.4. APPLY GLASS BEADS AT PEDESTRIAN CROSSWALK STRIPING AND AT LANE STRIPING AND
ARROWS AT DRIVEWAYS CONNECTING TO PUBLIC STREETS. BROADCAST GLASS BEADS
UNIFORMLY INTO WET MARKINGS AT A RATE OF 6 LB/GAL.
3.D. FIELD QUALITY CONTROL
3.D.1. INSPECTION: AFTER THE PAINT HAS THOROUGHLY DRIED, VISUALLY INSPECT THE ENTIRE
APPLICATION AND TOUCH UP AS REQUIRED TO PROVIDE CLEAN, STRAIGHT LINES AND SURFACES
THROUGHOUT.
3.D.2. TESTING: TESTING OF WET FILM THICKNESS SHALL BE PERFORMED A MINIMUM OF TWO TIMES
ON EACH PARKING ROW (INCLUDING STRIPED ISLANDS) AND PEDESTRIAN CROSS WALKS, AND A
MINIMUM OF ONE TEST ON EACH LANE/ALIGNMENT STRIPING. AT LEAST ONE TEST SHALL BE
PERFORMED AFTER REFILLING PAINT STRIPING MACHINE, CHANGING OPERATORS OF STRIPING
MACHINE, AND CHANGING PAINT TYPES, BRANDS, ETC. THIS SHALL BE PERFORMED IN ADDITION
TO THE TESTING STATED ABOVE. THESE TESTS SHALL BE PERFORMED ON EACH COAT APPLIED.
TESTING SHALL BE PERFORMED IN ACCORDANCE WITH ASTM D4414.
3.E. CLEANING
3.E.1. WASTE MATERIALS SHALL BE REMOVED AT THE END OF EACH WORKDAY. UPON COMPLETION OF
THE WORK, ALL CONTAINERS AND DEBRIS SHALL BE REMOVED FROM THE SITE. PAINT SPOTS
UPON ADJACENT SURFACES SHALL BE CAREFULLY REMOVED BY APPROVED PROCEDURES THAT
WILL NOT DAMAGE THE SURFACES AND THE ENTIRE JOB LEFT CLEAN AND ACCEPTABLE.
REVISIONS AND ISSUES
Part of Section 36, Township 18 North, Range 3 East, Hamilton County, Indiana
W19.0582
PREPARED FOR:
147 & 155 WEST CARMEL DRIVE, CARMEL, INDIANA
PROJECT NO.
SHEET NO.
CHECKED BY:
DRAWN BY:
SSR
DESIGNED BY:
DWG NAME:
PROJECT NO.:
W19.0582
DATE BY
06.08.2020
SSR
DATE:
SSR
Know what'sbelow.
Call before you dig.
R
APPROVAL PENDING
NOT FOR CONSTRUCTION
CARMEL SELF STORAGE
ISSUED FOR CITY REVIEW 01.13.2020 BJS
ISSUED FOR TAC REVISIONS 05.12.2020 BJS
ENGINEERS 317 | 846 - 6611
800 | 452 - 6408
317 | 843 - 0546 fax
WEIHE
Land Surveying | Civil Engineering
Landscape Architecture
ALLAN H. WEIHE, P.E., L.S. - FOUNDER
10505 N. College Avenue
Indianapolis, Indiana 46280
weihe.net
Build with confidence. SM
STEVEN SCOTT RUCKER, PE No. 11300279
06/08/2020
TAC REVISIONS 03.30.2020 BJS
ISSUED FOR TAC REVISIONS 06.08.2020
-NOTE-
PAVING IN THE RIGHT-OF-WAY TO CONFORM TO THE CITY
SPECIFICATIONS. ALL CURBS MUST CONFORM TO CITY'S CURBING
SPECIFICATIONS.
ENGINEERS 317 | 846 - 6611
800 | 452 - 6408
317 | 843 - 0546 fax
WEIHE
Land Surveying | Civil Engineering
Landscape Architecture
ALLAN H. WEIHE, P.E., L.S. - FOUNDER
10505 N. College Avenue
Indianapolis, Indiana 46280
weihe.net
Build with confidence. SM
STEVEN SCOTT RUCKER, PE No. 11300279
06/08/2020
TAC REVISIONS 03.30.2020 BJS
ISSUED FOR TAC REVISIONS 06.08.2020
VARIOUS UTILITY COMPANIES, PREVIOUS CONSTRUCTION PLANS AND AS
EVIDENCED BY OBSERVATION OF ABOVE GROUND CONDITIONS BY THE
SURVEYOR. THE ACCURACY OF THIS INFORMATION IS NOT GUARANTEED.
3. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS,
CONDUITS, SERVICE LINES, ETC. WITHIN THE CONSTRUCTION LIMITS. THE
LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT AND
MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE
UTILITY COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR.
4. THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITIES AND VERIFY ANY
AND ALL FEES ASSOCIATED WITH THE INSTALLATION OF ALL UTILITIES.
5. ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH
O.S.H.A. STANDARDS FOR WORKER SAFETY.
6. ANY PART OF SANITARY OR STORM SEWER TRENCHES RUNNING UNDER OR
WITHIN 5' OF PAVEMENT TO BE BACKFILLED WITH GRANULAR MATERIAL.
7. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY LOCATION, SIZE, AND
ELEVATION OF EXISTING UTILITIES, STRUCTURES, PIPES, PAVEMENTS, ETC. AS
RELATED TO THEIR WORK. NOTIFY ENGINEER OF ANY CONFLICT AND/OR
DISCREPANCIES IN THE CONSTRUCTION DOCUMENTS.
8. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL CLEARANCE BETWEEN STORM /
SANITARY SEWER SYSTEMS AND DOMESTIC/FIRE LINE SERVICE. SANITARY
SEWER LINE IN PROXIMITY OF WATER LINE SHALL BE C900 WATER MAIN GRADE
PVC.
9. CONTRACTOR TO INSTALL CONCRETE CRADLES WHEN THE VERTICAL
SEPARATION (AS MEASURED FROM THE EXTERIOR OF THE PIPES) BETWEEN
SANITARY SEWERS, WATER MAINS AND STORM SEWERS IS 18" OR LESS.
10. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING
CONSTRUCTION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR
AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO
EXISTING CONDITIONS OR BETTER.
11. WHEN PERFORMING EXCAVATIONS DURING PERIODS OF WET WEATHER,
PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATER
MANAGEMENT TO CONTROL MOISTURE OF SOILS.
12. COMPACTED "B" BORROW BACK FILL REQUIRED OVER ALL UTILITIES IN PAVED
AREAS.
13. ALL UTILITY STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT
AND SHALL HAVE TRAFFIC BEARING RING AND COVERS.
14. PROVIDE THRUST BLOCKS FOR ALL WATER LINE BENDS AND TEES, INCLUDING
TAP CONNECTION.
15. CONTRACTOR SHALL COORDINATE WITH WATER COMPANY FOR DOMESTIC AND
FIRE SERVICE. CONNECT TO BUILDING DOMESTIC AND FIRE LINE. COORDINATE
WITH PLUMBING DRAWINGS.
16. COORDINATE LOCATION OF ELECTRICAL AND COMMUNICATION LINES WITH
LOCAL UTILITIES.
17. COORDINATE LOCATION OF REQUIRED CONDUITS FOR ELECTRIC SERVICE, LIGHT
POLES, COMMUNICATION SERVICE AND IRRIGATION SYSTEM.
18. COORDINATE LOCATION AND SIZE OF GAS SERVICE CONNECTION AND
INSTALLATION OF SERVICE LINE AND METER WITH GAS COMPANY.
19. COORDINATE LOCATIONS AND CONNECTIONS OF BUILDING STORM LINES WITH
PLUMBING DRAWINGS.
20. FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO DOMESTIC/FIRE LINE
INSTALLATION AND STORM SEWER / SANITARY SEWER INSTALLATION.
21. SANITARY SEWER LATERAL, WATER SERVICE, & ELECTRICAL/COMMUNICATION
CONDUITS SHALL BE GRANULAR BACKFILL FOR ENTIRE RUN.
22. ALL EXISTING MANHOLE AND CATCH BASIN GRATES, WATER OR GAS VALVES
SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATIONS.
UTILITY PLAN NOTES
SANITARY SEWER NOTES
CONNECT PROPOSED 6" SANITARY SEWER LATERAL TO EXISTING
SANITARY SEWER LATERAL. COORDINATE CONNECTION WITH MEP.
PROVIDE CLEANOUTS AS REQUIRED/SHOWN. VERIFY INVERTS ON
EXISTING LINE AND COORDINATE CONDITIONS WITH MEP. ADJUST AS
REQUIRED. ALL EXISTING CONNECTIONS MUST BE TELEVISED PRIOR
TO CONNECTING. CARMEL UTILITY INSPECTOR MUST BE ON SITE TO
WITNESS THE TELEVISING AND CONNECTIONS. CONTACT JASON
STEWART PRIOR TO PROCEEDING AT 317-518-5842
EXISTING 6" SANITARY SEWER LATERAL.
PROPOSED SANITARY LATERAL CLEANOUT TYPE 1 (IN LANDSCAPE
AREAS WITHIN 3' OF BUILDING). REFER TO DETAIL ON SHEET [C801].
WATER SERVICE NOTES:
COORDINATE AND CONNECT 6" FIRE LINE TO EXISTING WATER MAIN
WITH A WET TAP. CONTACT CARMEL UTILITIES BEFOREHAND (STEVE
COOK 317-733-2849)
COORDINATE CONNECTION OF DOMESTIC SERVICE LINE AND FIRE
SERVICE LINE WITH PLUMBING DRAWINGS.
COORDINATE LOCATION AND CONNECTION OF DOMESTIC METER
WITH LOCAL SERVICE PROVIDER. 1 1/2" WATER METER SET W/
BACKFLOW PREVENTION INSIDE THE BUILDING REQUIRED.
EXISTING FIRE HYDRANT.
PROPOSED POST INDICATOR VALVE (PIV).
PROPOSED FIRE DEPARTMENT CONNECTION 5" STORZ/2.5" SIAMESE.
PROPOSED WATER VALVE.
PROPOSED 6" PVC FIRE SERVICE LINE.
PROPOSED 2" PE DOMESTIC SERVICE LINE
PROPOSED PRIVATE FIRE HYDRANT ASSEMBLY. MUST BE RED IN
COLOR FROM THE FACTORY. PROVIDE BOLLARD PROTECTION.
ELECTRIC NOTES:
COORDINATE AND CONNECT BUILDING ELECTRICAL LINE FROM
SERVICE DROP LOCATION TO TRANSFORMER. COORDINATE
CONNECTION WITH POWER COMPANY AND ELECTRICAL DRAWINGS.
ADJUST AS REQUIRED. 2-4" EC CONDUITS TO BE INSTALLED WITH
PULL STRINGS.
COORDINATE WITH UTILITY PROVIDER IF A NEW TRANSFORMER IS
REQUIRED.
BUILDING ELECTRICAL LINE POINT OF CONNECTION. COORDINATE
CONNECTION WITH POWER COMPANY AND ELECTRICAL DRAWINGS.
ADJUST AS REQUIRED.
COMMUNICATION NOTES:
COORDINATE AND CONNECT BUILDING COMMUNICATION SERVICE
LINE(S) TO CONNECTION POINT AS SHOWN. ADJUST AS REQUIRED.
PROVIDE (3)-4" PVC CONDUIT TO BE INSTALLED WITH PULL STRINGS.
GAS SERVICE NOTES:
CONNECT PROPOSED GAS SERVICE TO EXISTING GAS LINE. REFER
TO PLUMBING DRAWINGS AND COORDINATE WITH SERVICE
PROVIDER.
PROPOSED GAS METER LOCATION. REFER TO PLUMBING DRAWINGS
AND COORDINATE WITH SERVICE PROVIDER.
W4
W2
W3
SS3
SS2
W1
E1
E2
C1
G1
SS1
W5
W6
W7
W8
W9
C800
UTILITY PLAN
ELECTRICAL RISER
GUY ANCHOR
ELECTRIC JUNCTION BOX
ORNAMENTAL LIGHT
GENERATOR
STREET LIGHT
ELECTRIC MANHOLE
ELECTRIC OUTLET
UTILITY POLE
UTILITY POLE W/ TRANSFORMER
TRANSFORMER
COMMUNICATIONS JUNCTION BOX
COMMUNICATIONS MANHOLE
COMMUNICATIONS PEDESTAL
RIGHT OF WAY LINE
FENCE
GUARD RAIL
BOUNDARY LINE
CISTERN
DRINKING FOUNTAIN
FIRE DEPT HOOKUP
FIRE HYDRANT
POST INDICATOR VALVE
CHILLED WATER MANHOLE
WATER MANHOLE
SPRINKLER CONTROL BOX
SPRINKLER CONTROL VALVE
SPRINKLER
SPIGOT
WELL HEAD
WATER METER
WATER VALVE
GAS METER
GAS VALVE
ELECTRIC METER
LIQUID PROPANE GAS TANK
MONITORING WELL
TRAFFIC SIGNAL POLE
TRAFFIC SIGNAL
BOLLARD
FLAG POLE
PARKING METER
POST
SIGN
PARKING WHEEL STOP
DOWN SPOUT
ACCESSIBLE SPACE
GATE POST
COMMUNICATIONS RISER
STORM CLEANOUT
BEEHIVE INLET
CURB INLET
FLOOR DRAIN
ROUND INLET
SQUARE INLET
STORM MANHOLE
SANITARY SEWER CLEANOUT
LIFT STATION
SANITARY SEWER MANHOLE
SANITARY STUB MARKER
SEPTIC TANK
PARKING LOT LIGHT (1 HEAD)
PARKING LOT LIGHT (3 HEAD)
PARKING LOT LIGHT (4 HEAD)
PARKING LOT LIGHT (2 HEAD)
HEAVY DUTY ASPHALT
CONCRETE PAVEMENT
DISTRIBUTION BOX
ROW RIGHT OF WAY
ESMT EASEMENT
D.&U.E. DRAINAGE AND UTILITY EASEMENT
FFE FINISH FLOOR ELEVATION
CMP CORRUGATED METAL PIPE
RCP REINFORCED CONCRETE PIPE
PVC POLYVINYL CHLORIDE PIPE
VCP VITRIFIED CLAY PIPE
HDPE HIGH DENSITY POLYETHYLENE PIPE
DIP DUCTILE IRON PIPE
SSD SUB SURFACE DRAIN PIPE
STM STORM
SAN SANITARY
STR STRUCTURE
CO CLEANOUT
STANDARD DUTY ASPHALT
PAVEMENT
UTILITY PLAN LEGEND
UTILITIES
ABBREVIATIONS
OTHER
LINE TYPES
FLOW LINE
SANITARY SEWER MAIN
STORM SEWER MAIN
UNDERGROUND GAS
UNDERGROUND WATER
AERIAL ELECTRIC
UNDERGROUND ELECTRIC
UNDERGROUND COMMUNICATIONS
AERIAL COMMUNICATIONS
OVERHEAD UTILITY
FORCE MAIN
G G G
W W
E(A) E(A)
E E E
C C C
C(A) C(A)
OHU OHU
FM FM
FO(A) FO(A) AERIAL FIBER OPTIC CABLE
FO FO UNDERGROUND FIBER OPTIC
SAN SAN SANITARY SEWER LATERAL
STM STM ROOF DRAIN
SUB SURFACE DRAIN
G2
E3
REVISIONS AND ISSUES
Part of Section 36, Township 18 North, Range 3 East, Hamilton County, Indiana
W19.0582
PREPARED FOR:
147 & 155 WEST CARMEL DRIVE, CARMEL, INDIANA
PROJECT NO.
SHEET NO.
CHECKED BY:
DRAWN BY:
SSR
DESIGNED BY:
DWG NAME:
PROJECT NO.:
W19.0582
DATE BY
06.08.2020
SSR
DATE:
SSR
Know what'sbelow.
Call before you dig.
R
APPROVAL PENDING
NOT FOR CONSTRUCTION
CARMEL SELF STORAGE
ISSUED FOR CITY REVIEW 01.13.2020 BJS
ISSUED FOR TAC REVISIONS 05.12.2020 BJS
W
S
N
E
ENGINEERS 317 | 846 - 6611
800 | 452 - 6408
317 | 843 - 0546 fax
WEIHE
Land Surveying | Civil Engineering
Landscape Architecture
ALLAN H. WEIHE, P.E., L.S. - FOUNDER
10505 N. College Avenue
Indianapolis, Indiana 46280
weihe.net
Build with confidence. SM
STEVEN SCOTT RUCKER, PE No. 11300279
06/08/2020
TAC REVISIONS 03.30.2020 BJS
ISSUED FOR TAC REVISIONS 06.08.2020
W10
COMMUNICATIONS JUNCTION BOX
COMMUNICATIONS MANHOLE
COMMUNICATIONS PEDESTAL
RIGHT OF WAY LINE
FENCE
GUARD RAIL
BOUNDARY LINE
FIRE DEPT HOOKUP
FIRE HYDRANT
POST INDICATOR VALVE
WATER METER
WATER VALVE
GAS METER
GAS VALVE
ELECTRIC METER
LIQUID PROPANE GAS TANK
MONITORING WELL
TRAFFIC SIGNAL POLE
TRAFFIC SIGNAL
BOLLARD
POST
SIGN
PARKING WHEEL STOP
DOWN SPOUT
ACCESSIBLE SPACE
GATE POST
COMMUNICATIONS RISER
STORM CLEANOUT
BEEHIVE INLET
CURB INLET
FLOOR DRAIN
ROUND INLET
SQUARE INLET
STORM MANHOLE
SANITARY SEWER CLEANOUT
LIFT STATION
SANITARY SEWER MANHOLE
SANITARY STUB MARKER
PARKING LOT LIGHT (1 HEAD)
ROW RIGHT OF WAY
ESMT EASEMENT
D.&U.E. DRAINAGE AND UTILITY EASEMENT
FFE FINISH FLOOR ELEVATION
TOC TOP OF CASTING
CMP CORRUGATED METAL PIPE
RCP REINFORCED CONCRETE PIPE
PVC POLYVINYL CHLORIDE PIPE
VCP VITRIFIED CLAY PIPE
HDPE HIGH DENSITY POLYETHYLENE PIPE
DIP DUCTILE IRON PIPE
SSD SUB SURFACE DRAIN PIPE
STM STORM
SAN SANITARY
STR STRUCTURE
CO CLEANOUT
DRAINAGE PLAN LEGEND
UTILITIES
ABBREVIATIONS
OTHER
LINE TYPES
FLOW LINE
INDEX CONTOUR
INTERMEDIATE CONTOUR
SANITARY SEWER MAIN
STORM SEWER MAIN
UNDERGROUND GAS
UNDERGROUND WATER
AERIAL ELECTRIC
UNDERGROUND ELECTRIC
UNDERGROUND COMMUNICATIONS
AERIAL COMMUNICATIONS
OVERHEAD UTILITY
FORCE MAIN
G G G
W W
E(A) E(A)
E E E
C C C
C(A) C(A)
OHU OHU
FM FM
FO(A) FO(A) AERIAL FIBER OPTIC CABLE
FO FO UNDERGROUND FIBER OPTIC
EMERGENCY FLOOD ROUTE
SAN SAN SANITARY SEWER LATERAL
STM STM ROOF DRAIN
SUB SURFACE DRAIN
FLOW DIRECTION AND SLOPE
D D LIMITS OF DISTURBANCE
GENERAL NOTES
THE SITE DOES NOT LIE IN A SPECIAL FLOOD HAZARD
AREA AS ESTABLISHED BY THE FEDERAL
EMERGENCY MANAGEMENT AGENCY - NATIONAL
FLOOD INSURANCE PROGRAM, WHEN PLOTTED BY
SCALE ON FLOOD INSURANCE RATE MAP
#18057C0209 G, DATED NOVEMBER 19, 2014.
BENCHMARK DATA
BM G 54 -
ISHC BRONZE DISK ON A CONCRETE POST PROJECTING 1.5 FT. OUT OF THE GROUND ALONG
U.S. 31, 1.4 MILES NORTH OF I-465, 0.4 MILES SOUTH OF 116TH STREET, 100 FT. WEST OF
CENTERLINE OF SOUTH BOUND LANE OF U.S. 31, AND 2 FT. EAST OF R/W FENCE.
BM G 55 -
ISHC BRONZE DISK ON A CONCRETE POST PROJECTING 1.5 FT. OUT OF THE GROUND ALONG
U.S. 31, 2.6 MILES NORTH OF I-465, 0.7 MILES SOUTH OF 131ST STREET, 83 FT. WEST OF
CENTERLINE OF SOUTH BOUND LANE OF U.S. 31.
BM Y 42 -
CGS DISK IN CONCRETE SLAB ON THE EAST SIDE OF THE MONON TRAIL 218 FT. SOUTH OF 111TH
STREET.
PREPARED FOR:
147 & 155 WEST CARMEL DRIVE, CARMEL, INDIANA
PROJECT NO.
SHEET NO.
CHECKED BY:
DRAWN BY:
SSR
DESIGNED BY:
DWG NAME:
PROJECT NO.:
W19.0582
DATE BY
06.08.2020
SSR
DATE:
SSR
Know what'sbelow.
Call before you dig.
R
APPROVAL PENDING
NOT FOR CONSTRUCTION
CARMEL SELF STORAGE
ISSUED FOR CITY REVIEW 01.13.2020 BJS
ISSUED FOR TAC REVISIONS 05.12.2020 BJS
W
S
N
E
ENGINEERS 317 | 846 - 6611
800 | 452 - 6408
317 | 843 - 0546 fax
WEIHE
Land Surveying | Civil Engineering
Landscape Architecture
ALLAN H. WEIHE, P.E., L.S. - FOUNDER
10505 N. College Avenue
Indianapolis, Indiana 46280
weihe.net
Build with confidence. SM
STEVEN SCOTT RUCKER, PE No. 11300279
06/08/2020
TAC REVISIONS 03.30.2020 BJS
ISSUED FOR TAC REVISIONS 06.08.2020
ELECTRICAL RISER
GUY ANCHOR
ELECTRIC JUNCTION BOX
ORNAMENTAL LIGHT
GENERATOR
STREET LIGHT
ELECTRIC MANHOLE
ELECTRIC OUTLET
UTILITY POLE
UTILITY POLE W/ TRANSFORMER
TRANSFORMER
COMMUNICATIONS JUNCTION BOX
COMMUNICATIONS MANHOLE
COMMUNICATIONS PEDESTAL
RIGHT OF WAY LINE
FENCE
GUARD RAIL
BOUNDARY LINE
FIRE DEPT HOOKUP
FIRE HYDRANT
POST INDICATOR VALVE
WATER METER
WATER VALVE
GAS METER
GAS VALVE
ELECTRIC METER
LIQUID PROPANE GAS TANK
MONITORING WELL
TRAFFIC SIGNAL POLE
TRAFFIC SIGNAL
BOLLARD
POST
SIGN
PARKING WHEEL STOP
DOWN SPOUT
ACCESSIBLE SPACE
GATE POST
COMMUNICATIONS RISER
STORM CLEANOUT
BEEHIVE INLET
CURB INLET
FLOOR DRAIN
ROUND INLET
SQUARE INLET
STORM MANHOLE
SANITARY SEWER CLEANOUT
LIFT STATION
SANITARY SEWER MANHOLE
SANITARY STUB MARKER
PARKING LOT LIGHT (1 HEAD)
ROW RIGHT OF WAY
ESMT EASEMENT
D.&U.E. DRAINAGE AND UTILITY EASEMENT
FFE FINISH FLOOR ELEVATION
TOC TOP OF CASTING
CMP CORRUGATED METAL PIPE
RCP REINFORCED CONCRETE PIPE
PVC POLYVINYL CHLORIDE PIPE
VCP VITRIFIED CLAY PIPE
HDPE HIGH DENSITY POLYETHYLENE PIPE
DIP DUCTILE IRON PIPE
SSD SUB SURFACE DRAIN PIPE
STM STORM
SAN SANITARY
STR STRUCTURE
CO CLEANOUT
DRAINAGE PLAN LEGEND
UTILITIES
ABBREVIATIONS
OTHER
LINE TYPES
FLOW LINE
INDEX CONTOUR
INTERMEDIATE CONTOUR
SANITARY SEWER MAIN
STORM SEWER MAIN
UNDERGROUND GAS
UNDERGROUND WATER
AERIAL ELECTRIC
UNDERGROUND ELECTRIC
UNDERGROUND COMMUNICATIONS
AERIAL COMMUNICATIONS
OVERHEAD UTILITY
FORCE MAIN
G G G
W W
E(A) E(A)
E E E
C C C
C(A) C(A)
OHU OHU
FM FM
FO(A) FO(A) AERIAL FIBER OPTIC CABLE
FO FO UNDERGROUND FIBER OPTIC
EMERGENCY FLOOD ROUTE
SAN SAN SANITARY SEWER LATERAL
STM STM ROOF DRAIN
SUB SURFACE DRAIN
FLOW DIRECTION AND SLOPE
D D LIMITS OF DISTURBANCE
100 YEAR CLOGGED INLET PONDING LIMITS
GENERAL NOTES
THE SITE DOES NOT LIE IN A SPECIAL FLOOD HAZARD
AREA AS ESTABLISHED BY THE FEDERAL
EMERGENCY MANAGEMENT AGENCY - NATIONAL
FLOOD INSURANCE PROGRAM, WHEN PLOTTED BY
SCALE ON FLOOD INSURANCE RATE MAP
#18057C0209 G, DATED NOVEMBER 19, 2014.
BENCHMARK DATA
BM G 54 -
ISHC BRONZE DISK ON A CONCRETE POST PROJECTING 1.5 FT. OUT OF THE GROUND ALONG
U.S. 31, 1.4 MILES NORTH OF I-465, 0.4 MILES SOUTH OF 116TH STREET, 100 FT. WEST OF
CENTERLINE OF SOUTH BOUND LANE OF U.S. 31, AND 2 FT. EAST OF R/W FENCE.
BM G 55 -
ISHC BRONZE DISK ON A CONCRETE POST PROJECTING 1.5 FT. OUT OF THE GROUND ALONG
U.S. 31, 2.6 MILES NORTH OF I-465, 0.7 MILES SOUTH OF 131ST STREET, 83 FT. WEST OF
CENTERLINE OF SOUTH BOUND LANE OF U.S. 31.
BM Y 42 -
CGS DISK IN CONCRETE SLAB ON THE EAST SIDE OF THE MONON TRAIL 218 FT. SOUTH OF 111TH
STREET.
M.F.P.G. = 828.90
M.L.A.G. = 828.85
APPROVAL PENDING
NOT FOR CONSTRUCTION
CARMEL SELF STORAGE
ISSUED FOR CITY REVIEW 01.13.2020 BJS
ISSUED FOR TAC REVISIONS 05.12.2020 BJS
ENGINEERS 317 | 846 - 6611
800 | 452 - 6408
317 | 843 - 0546 fax
WEIHE
Land Surveying | Civil Engineering
Landscape Architecture
ALLAN H. WEIHE, P.E., L.S. - FOUNDER
10505 N. College Avenue
Indianapolis, Indiana 46280
weihe.net
Build with confidence. SM
STEVEN SCOTT RUCKER, PE No. 11300279
06/08/2020
TAC REVISIONS 03.30.2020 BJS
ISSUED FOR TAC REVISIONS 06.08.2020
ROOF DRAIN @ 0.5%
CLEANOUT
TOC=829.50
INV=828.00
CLEANOUT
TOC=828.80
INV=826.42
CLEANOUT
TOC=828.50
YARD INLET
TOC=827.21
(6")INV=826.60
5
4
1
1
1
1
7
8
9
2
3
10 11
12
13
DRAINAGE PLAN NOTES
DOWNSPOUTS TO CONNECT TO PROPOSED ROOF DRAIN. COORDINATE
WITH ARCHITECTURAL PLANS.
TRENCH DRAIN
CONNECT TRENCH DRAIN TO PROPOSED STRUCTURE
WATER QUALITY UNIT
CONTROL STRUCTURE
DIVERSION STRUCTURE
12' WIDE EMERGENCY OVERFLOW.
EXTEND EXISTING CULVERT PIPE UNDERNEATH THE NEW SIDEWALK.
PIPE TO FOLLOW THE SLOPE OF THE EXISTING GRADE TO PRESERVE
POSITIVE DRAINAGE. CONNECT TO STRUCTURE 900.
RECONNECT 6" OUTLET FROM THE DRAIN TO STRUCTURE 304.
NATIVE PLANTINGS WITHIN BASIN. REFER TO SPECS ON SHEET C601.
SIGN FOR NATIVE PLANTINGS. DETAIL ON SHEET C601.
CONNECT STRUCTURE 900 TO EXISTING 15" PIPE WITH 12' OF 15" PIPE.
STONE LEVEL SPREADER WITH UNDER DRAIN. REFER TO DETAIL ON
SHEET C601
C600
DRAINAGE PLAN
W190582-C600 drainage plan
1
2
3
4
5
6
ELECTRICAL RISER
GUY ANCHOR
ELECTRIC JUNCTION BOX
ORNAMENTAL LIGHT
GENERATOR
STREET LIGHT
ELECTRIC MANHOLE
ELECTRIC OUTLET
UTILITY POLE
UTILITY POLE W/ TRANSFORMER
TRANSFORMER
COMMUNICATIONS JUNCTION BOX
COMMUNICATIONS MANHOLE
COMMUNICATIONS PEDESTAL
RIGHT OF WAY LINE
FENCE
GUARD RAIL
BOUNDARY LINE
FIRE DEPT HOOKUP
FIRE HYDRANT
POST INDICATOR VALVE
CHILLED WATER MANHOLE
WATER MANHOLE
SPRINKLER CONTROL BOX
SPRINKLER CONTROL VALVE
SPRINKLER
SPIGOT
WELL HEAD
WATER METER
WATER VALVE
GAS METER
GAS VALVE
ELECTRIC METER
LIQUID PROPANE GAS TANK
MONITORING WELL
TRAFFIC SIGNAL POLE
TRAFFIC SIGNAL
BOLLARD
POST
SIGN
PARKING WHEEL STOP
DOWN SPOUT
ACCESSIBLE SPACE
GATE POST
COMMUNICATIONS RISER
STORM CLEANOUT
BEEHIVE INLET
CURB INLET
FLOOR DRAIN
ROUND INLET
SQUARE INLET
STORM MANHOLE
SANITARY SEWER CLEANOUT
LIFT STATION
SANITARY SEWER MANHOLE
SANITARY STUB MARKER
SEPTIC TANK
PARKING LOT LIGHT (1 HEAD)
PARKING LOT LIGHT (3 HEAD)
PARKING LOT LIGHT (2 HEAD)
DISTRIBUTION BOX
ROW RIGHT OF WAY
ESMT EASEMENT
D.&U.E. DRAINAGE AND UTILITY EASEMENT
FFE FINISH FLOOR ELEVATION
CMP CORRUGATED METAL PIPE
RCP REINFORCED CONCRETE PIPE
PVC POLYVINYL CHLORIDE PIPE
VCP VITRIFIED CLAY PIPE
HDPE HIGH DENSITY POLYETHYLENE PIPE
DIP DUCTILE IRON PIPE
SSD SUB SURFACE DRAIN PIPE
STM STORM
SAN SANITARY
STR STRUCTURE
CO CLEANOUT
NATIVE PLANTINGS AREA
AREAS
DRAINAGE PLAN LEGEND
UTILITIES
ABBREVIATIONS
OTHER
LINE TYPES
FLOW LINE
INDEX CONTOUR
INTERMEDIATE CONTOUR
SANITARY SEWER MAIN
STORM SEWER MAIN
UNDERGROUND GAS
UNDERGROUND WATER
AERIAL ELECTRIC
UNDERGROUND ELECTRIC
UNDERGROUND COMMUNICATIONS
AERIAL COMMUNICATIONS
OVERHEAD UTILITY
FORCE MAIN
G G G
W W
E(A) E(A)
E E E
C C C
C(A) C(A)
OHU OHU
FM FM
FO(A) FO(A) AERIAL FIBER OPTIC CABLE
FO FO UNDERGROUND FIBER OPTIC
EMERGENCY FLOOD ROUTE
SAN SAN SANITARY SEWER LATERAL
STM STM ROOF DRAIN
SUB SURFACE DRAIN
FLOW DIRECTION AND SLOPE
GENERAL DRAINAGE NOTES
1. THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS
AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S.
PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH
CONSTRUCTION ACTIVITIES AND STORMWATER POLLUTION
PREVENTION PLAN.
2. REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT)
STANDARD SPECIFICATIONS, LATEST EDITION, FOR BASIC MATERIALS
AND CONSTRUCTION METHODS. THE SECTIONS BELOW FOR
VARIOUS ITEMS ARE TO CLARIFY THE INTENT OF THE
REQUIREMENTS FOR THIS PROJECT. PLEASE NOTE THAT OTHER
SECTIONS OF THE INDOT STANDARD SPECIFICATIONS MAY ALSO BE
APPLICABLE.
3. THE CONTRACTOR SHALL CONTACT APPLICABLE STATE
UNDERGROUND LOCATION SERVICE AT LEAST 72 HOURS PRIOR TO
ANY WORK AND SHALL CONTACT THE OWNER AND/OR ENGINEER
SHOULD UTILITIES APPEAR TO BE IN CONFLICT WITH THE PROPOSED
IMPROVEMENTS. IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH
CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE
PLANS.
4. THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED
WITHIN THE LIMITS OF CONSTRUCTION ACCORDING TO INFORMATION
PROVIDED BY THE VARIOUS UTILITY COMPANIES, PREVIOUS
CONSTRUCTION PLANS AND AS EVIDENCED BY OBSERVATION OF
ABOVE GROUND CONDITIONS BY THE SURVEYOR. THE ACCURACY
OF THIS INFORMATION IS NOT GUARANTEED.
5. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO
LOCATE MAINS, CONDUITS, SERVICE LINES, ETC. WITHIN THE
CONSTRUCTION LIMITS. THE LOCATION AND PROTECTION OF
UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING
CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY
COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THE
CONTRACTOR.
6. THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITIES AND
VERIFY ANY AND ALL FEES ASSOCIATED WITH THE INSTALLATION OF
ALL UTILITIES.
7. ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN
COMPLIANCE WITH O.S.H.A. STANDARDS FOR WORKER SAFETY.
8. ANY PART OF STORM SEWER TRENCHES RUNNING UNDER OR WITHIN
5' OF PAVEMENT TO BE BACKFILLED WITH GRANULAR MATERIAL.
9. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY LOCATION,
SIZE, AND ELEVATION OF EXISTING UTILITIES, STRUCTURES, PIPES,
PAVEMENTS, ETC. AS RELATED TO THEIR WORK. NOTIFY ENGINEER
OF ANY CONFLICT AND/OR DISCREPANCIES IN THE CONSTRUCTION
DOCUMENTS.
10. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL CLEARANCE BETWEEN
STORM / SANITARY SEWER SYSTEMS AND DOMESTIC/FIRE LINE
SERVICE. SANITARY SEWER LINE IN PROXIMITY OF WATER LINE
SHALL BE C900 WATER MAIN GRADE PVC.
11. CONTRACTOR TO INSTALL CONCRETE CRADLES WHEN THE
VERTICAL SEPARATION (AS MEASURED FROM THE EXTERIOR OF THE
PIPES) BETWEEN SANITARY SEWERS, WATER MAINS AND STORM
SEWERS IS 18" OR LESS.
12. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING
CONSTRUCTION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY
TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS
NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER.
13. WHEN PERFORMING EXCAVATIONS DURING PERIODS OF WET
WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND
GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS.
14. COMPACTED "B" BORROW BACK FILL REQUIRED OVER ALL UTILITIES
IN PAVED AREAS.
15. ALL UTILITY STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH
PAVEMENT AND SHALL HAVE TRAFFIC BEARING RING AND COVERS.
16. COORDINATE LOCATIONS AND CONNECTIONS OF BUILDING STORM
LINES WITH PLUMBING DRAWINGS.
17. FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO STORM
SEWER INSTALLATION.
18. ALL EXISTING MANHOLE AND CATCH BASIN GRATES SHALL BE
ADJUSTED TO NEW FINISH GRADE ELEVATIONS.
19. EXISTING PIPES WITHIN CONSTRUCTION LIMITS ARE TO BE CLEANED
OUT TO REMOVE ALL SILT AND DEBRIS.
20. ALL STORM PIPE CONNECTIONS AT STRUCTURES SHALL BE
GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT.
21. ALL STORM SEWER STRUCTURES IN PAVED AREAS SHALL BE FLUSH
WITH PAVEMENT AND SHALL HAVE TRAFFIC BEARING RING AND
COVERS.
22. ALL STORM SEWER STRUCTURES SHALL HAVE A SMOOTH UNIFORM
POURED MORTAR CHANNEL FROM INVERT IN TO INVERT OUT.
23. NEW PIPES AND STRUCTURES WITHIN CONSTRUCTION LIMITS ARE
TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS PRIOR TO
FINAL TURNOVER TO THE OWNER.
24. ALL HDPE PIPE SHALL BE DUAL WALLED, HANCOR HQ, ADS N-12 PIPE
OR APPROVED EQUAL.
25. ALL FITTINGS AND ACCESSORIES INCLUDING BUT NOT LIMITED TO
END CAPS, CLEANOUTS, REDUCERS, ETC., SHALL BE OF HDPE
MATERIAL COMPARABLE WITH STORAGE PIPES.
26. PROVIDE BACKFILL WITH A MINIMUM OF 4" BEDDING MATERIAL OF #8
AGGREGATE COMPACTED IN 8" LIFTS TO 95% MAXIMUM DRY
DENSITY.
27. VERIFY EXISTING STORM INVERT ELEVATIONS PRIOR TO STARTING
NEW STORM SEWER CONNECTION.
28. THE PROPOSED STORM SEWER ON THIS SITE SHALL BE PRIVATE.
29. CONTRACTOR TO CONNECT BACK ANY FIELD TILES FOUND DURING
EXCAVATION AND MAINTAIN POSITIVE DRAINAGE.
REVISIONS AND ISSUES
Part of Section 36, Township 18 North, Range 3 East, Hamilton County, Indiana
W19.0582
PREPARED FOR:
147 & 155 WEST CARMEL DRIVE, CARMEL, INDIANA
PROJECT NO.
SHEET NO.
CHECKED BY:
DRAWN BY:
SSR
DESIGNED BY:
DWG NAME:
PROJECT NO.:
W19.0582
DATE BY
06.08.2020
SSR
DATE:
SSR
Know what'sbelow.
Call before you dig.
R
APPROVAL PENDING
NOT FOR CONSTRUCTION
CARMEL SELF STORAGE
ISSUED FOR CITY REVIEW 01.13.2020 BJS
ISSUED FOR TAC REVISIONS 05.12.2020 BJS
W
S
N
E
ENGINEERS 317 | 846 - 6611
800 | 452 - 6408
317 | 843 - 0546 fax
WEIHE
Land Surveying | Civil Engineering
Landscape Architecture
ALLAN H. WEIHE, P.E., L.S. - FOUNDER
10505 N. College Avenue
Indianapolis, Indiana 46280
weihe.net
Build with confidence. SM
STEVEN SCOTT RUCKER, PE No. 11300279
06/08/2020
TAC REVISIONS 03.30.2020 BJS
ISSUED FOR TAC REVISIONS 06.08.2020
CARMEL REQUIREMENTS
1. NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN
APPROVED STORM WATER MANAGEMENT PERMIT.
2. DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPING
MOUNDS, FENCES, LIGHT POLES OR OTHER SUCH AMENITIES ARE NOT
PERMITTED WITHIN THE RIGHT-0F-WAY.
3. M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE M.F.P.G. 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 FLOOD WATERS CAN ENTER A BUILDING.
4. M.L.A.G. = LOWEST ADJACENT GRADE IS THE ELEVATION OF THE
LOWEST GRADE ADJACENT TO A STRUCTURE WHEN THE SOIL MEETS
THE FOUNDATION AROUND THE OUTSIDE OF THE STRUCTURE.
(INCLUDING STRUCTURAL MEMBERS SUCH AS BASEMENT WALKOUT,
PATIOS, DECKS, PORCHES, SUPPORT POST, OR PIERS, AND RIM OF
THE WINDOW WELL.
7
8
9
10
11
12
13
W W W W
E
E E
E E E E E E E
DRY POND
GENERAL GRADING NOTES
1. CONTRACTOR SHALL REFER TO THE STORMWATER POLLUTION PREVENTION PLAN AND
DETAILS FOR CONSTRUCTION SCHEDULING AND EROSION CONTROL MEASURES TO BE
INSTALLED PRIOR TO EARTHMOVING ACTIVITIES.
2. REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT) STANDARD
SPECIFICATIONS, LATEST EDITION, FOR BASIC MATERIALS AND CONSTRUCTION METHODS.
THE SECTIONS BELOW FOR VARIOUS ITEMS ARE TO CLARIFY THE INTENT OF THE
REQUIREMENTS FOR THIS PROJECT. PLEASE NOTE THAT OTHER SECTIONS OF THE INDOT
STANDARD SPECIFICATIONS MAY ALSO BE APPLICABLE.
3. TOPSOIL SHALL BE STRIPPED FROM ALL AREAS TO RECEIVE PAVING AND FROM WITHIN THE
LIMITS OF PROPOSED BUILDINGS AND STRUCTURES. TOPSOIL SHALL BE STRIPPED TO THE
DEPTH AS NOTED IN THE GEOTECHNICAL REPORT.
4. AFTER STRIPPING TOPSOIL, PROOFROLL AREAS TO BE FILLED WITH A MEDIUM WEIGHT
ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL.
RECOMMENDATIONS FOR DRYING, AMENDING AND/OR REMOVAL OF ANY UNSUITABLE
MATERIAL WITHIN THE PROPOSED PAVED AND/OR BUILDING AREAS WILL BE DETERMINED AT
THE TIME OF CONSTRUCTION BY THE OWNER'S GEOTECHNICAL TESTING REPRESENTATIVE.
5. TOPSOIL SHALL BE PLACED IN MOUNDING AREAS, NONSTRUCTURAL FILL AND/OR PLANTING
AREAS TO A MINIMUM DEPTH OF 6". EXCESS TOPSOIL SHALL BE REMOVED FROM THE SITE.
6. WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER, PROVIDE
ADEQUATE DEWATERING, DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL
MOISTURE OF SOILS. REFER TO GEOTECHNICAL REPORT AND/OR CONSULT WITH OWNER'S
GEOTECHNICAL TESTING REPRESENTATIVE FOR RECOMMENDATIONS.
7. FILL MATERIAL SHALL CONSIST OF EARTH OBTAINED FROM CUT AREAS, BORROW PITS OR
OTHER APPROVED SOURCES. EARTH SHALL BE FREE FROM ORGANIC MATTER AND OTHER
DELETERIOUS SUBSTANCES AND LARGE ROCKS. THE FILL MATERIAL SHALL BE PLACED IN
LAYERS NOT TO EXCEED SIX INCHES FOLLOWING COMPACTION, PROPER MOISTURE
CONTENT OF FILL MATERIAL WILL BE SUCH TO ACHIEVE SPECIFIED COMPACTION DENSITY.
ALL FILL BENEATH PAVED AREAS, FLOOR SLABS AND FUTURE BUILDINGS SHALL BE
COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY PER ASTM D-1557. FIELD
COMPACTING TEST SHALL BE RUN ON EACH LIFT, IN FILL SECTIONS, AND THE REQUIRED
COMPACTION ON EACH LIFT SHALL BE IN ACCORDANCE WITH INDOT SECTION 211.
8. MAXIMUM LAWN SLOPE IS 3:1.
9. THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED WITHIN THE LIMITS OF
CONSTRUCTION ACCORDING TO INFORMATION PROVIDED BY THE VARIOUS UTILITY
COMPANIES, PREVIOUS CONSTRUCTION PLANS AND AS EVIDENCED BY OBSERVATION OF
ABOVE GROUND CONDITIONS BY THE SURVEYOR. THE ACCURACY OF THIS INFORMATION IS
NOT GUARANTEED.
10. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUITS,
SERVICE LINES, ETC. WITHIN THE CONSTRUCTION LIMITS. THE LOCATION AND PROTECTION
OF UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN
COOPERATION WITH APPLICABLE UTILITY COMPANY) IS THE EXPRESSED RESPONSIBILITY OF
THE CONTRACTOR.
11. ALL SPOT ELEVATIONS ARE TO FINISHED GRADE.
12. COMPACTED "B" BORROW BACK FILL REQ'D. OVER ALL UTILITIES IN PAVED AREAS.
13. ALL GRADES AT BOUNDARY SHALL MEET EXISTING. CONTRACTOR SHALL ADJUST AND/OR
CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS
GRADE. BUTT JOINTS SHALL BE PROVIDED AT TRANSITIONAL AREAS BETWEEN PROPOSED
AND EXISTING PAVEMENT.
14. ANY PART OF SANITARY OR STORM SEWER TRENCHES RUNNING UNDER OR WITHIN 5' OF
PAVEMENT TO BE BACKFILLED WITH GRANULAR MATERIAL.
15. ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH O.S.H.A.
STANDARDS FOR WORKER SAFETY.
16. THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK QUANTITIES PRIOR TO THE START OF
CONSTRUCTION. IF AN EXCESS OR SHORTAGE OF EARTH IS ENCOUNTERED, THE
CONTRACTOR SHALL CONFIRM WITH THE OWNER AND ENGINEER THE REQUIREMENTS FOR
STOCKPILING, REMOVAL OR IMPORTING OF EARTH.
17. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING IN ALL AREAS AFTER INSTALLATION.
CONTRACTOR TO TEST FOR AND CORRECT ANY PONDING CONDITIONS. ANY AREAS THAT
HOLD WATER MORE THAN 1/8" DEEP SHALL BE CUT OUT AND CORRECTED TO POSITIVE
DRAINAGE AT NO COST TO THE OWNER/ DEVELOPER OR ENGINEER.
18. ADA ACCESSIBLE PARKING SPACES, RAMPS, AND ROUTES SHALL BE IN ACCORDANCE WITH
THE LATEST ADA STANDARDS FOR ACCESSIBLE DESIGN.
19. VERTICAL CURVES, WITH A MINIMUM LENGTH OF 50', SHALL BE USED WHERE POSSIBLE
BETWEEN VERTICAL CHANGES IN DIRECTION (SLOPE) TO ALLOW FOR POSITIVE DRAINAGE
AND SMOOTH TRANSITIONS.
20. CONTRACTOR TO INSTALL CONCRETE CRADLES WHEN THE VERTICAL SEPARATION (AS
MEASURED FROM THE EXTERIOR OF THE PIPES) BETWEEN SANITARY SEWER FACILITIES,
WATER MAIN, AND STORM SEWERS IS 18" OR LESS.
21. ALL DISTURBED AREA SHALL BE STABILIZED IN ACCORDANCE TO THE STORM WATER
POLLUTION PREVENTION PLAN AND LANDSCAPE PLAN.
GENERAL NOTES
THE SITE DOES NOT LIE IN A SPECIAL FLOOD HAZARD
AREA AS ESTABLISHED BY THE FEDERAL
EMERGENCY MANAGEMENT AGENCY - NATIONAL
FLOOD INSURANCE PROGRAM, WHEN PLOTTED BY
SCALE ON FLOOD INSURANCE RATE MAP
#18057C0209 G, DATED NOVEMBER 19, 2014.
BENCHMARK DATA
EXISTING AREAS
PERVIOUS = 0.65 AC.
IMPERVIOUS = 3.72 AC.
PROPOSED AREAS
PERVIOUS = 0.53 AC.
IMPERVIOUS = 3.84 AC.
POND DETENTION SUMMARY
PEAK DISCHARGE (CFS)
RETURN PERIOD
10 YR.
100 YR.
0.03 0.03
ALLOWABLE ACTUAL
0.09 0.07
NET SITE ACREAGE (MINUS ROW)
DETENTION VOLUME REQUIRED
DETENTION VOLUME PROVIDED
3.84 ACRES
4229 CF
4487 CF
C300
W190582-C300 grad
ELECTRICAL RISER
GUY ANCHOR
ELECTRIC JUNCTION BOX
ORNAMENTAL LIGHT
GENERATOR
STREET LIGHT
ELECTRIC MANHOLE
ELECTRIC OUTLET
UTILITY POLE
UTILITY POLE W/ TRANSFORMER
TRANSFORMER
COMMUNICATIONS JUNCTION BOX
COMMUNICATIONS MANHOLE
COMMUNICATIONS PEDESTAL
RIGHT OF WAY LINE
FENCE
GUARD RAIL
BOUNDARY LINE
CISTERN
DRINKING FOUNTAIN
FIRE DEPT HOOKUP
FIRE HYDRANT
POST INDICATOR VALVE
CHILLED WATER MANHOLE
WATER MANHOLE
SPRINKLER CONTROL BOX
SPRINKLER CONTROL VALVE
SPRINKLER
SPIGOT
WELL HEAD
WATER METER
WATER VALVE
GAS METER
GAS VALVE
ELECTRIC METER
LIQUID PROPANE GAS TANK
MONITORING WELL
TRAFFIC SIGNAL POLE
TRAFFIC SIGNAL
BOLLARD
FLAG POLE
PARKING METER
POST
SIGN
PARKING WHEEL STOP
DOWN SPOUT
ACCESSIBLE SPACE
GATE POST
COMMUNICATIONS RISER
STORM CLEANOUT
BEEHIVE INLET
CURB INLET
FLOOR DRAIN
ROUND INLET
SQUARE INLET
STORM MANHOLE
SANITARY SEWER CLEANOUT
LIFT STATION
SANITARY SEWER MANHOLE
SANITARY STUB MARKER
SEPTIC TANK
PARKING LOT LIGHT (1 HEAD)
PARKING LOT LIGHT (3 HEAD)
PARKING LOT LIGHT (4 HEAD)
PARKING LOT LIGHT (2 HEAD)
DISTRIBUTION BOX
ROW RIGHT OF WAY
ESMT EASEMENT
D.&U.E. DRAINAGE AND UTILITY EASEMENT
FFE FINISH FLOOR ELEVATION
TC TOP OF CURB
GUT GUTTER
CMP CORRUGATED METAL PIPE
RCP REINFORCED CONCRETE PIPE
PVC POLYVINYL CHLORIDE PIPE
VCP VITRIFIED CLAY PIPE
HDPE HIGH DENSITY POLYETHYLENE PIPE
DIP DUCTILE IRON PIPE
SSD SUB SURFACE DRAIN PIPE
STM STORM
SAN SANITARY
STR STRUCTURE
CO CLEANOUT
GRADING PLAN LEGEND
UTILITIES
ABBREVIATIONS
OTHER
LINE TYPES
EXISTING SPOT ELEVATION
CURB & GUTTER ELEVATION
PAVEMENT SPOT ELEVATION
GROUND SPOT ELEVATION
FLOW LINE
INDEX CONTOUR
INTERMEDIATE CONTOUR
SANITARY SEWER MAIN
STORM SEWER MAIN
UNDERGROUND GAS
UNDERGROUND WATER
AERIAL ELECTRIC
UNDERGROUND ELECTRIC
UNDERGROUND COMMUNICATIONS
AERIAL COMMUNICATIONS
OVERHEAD UTILITY
FORCE MAIN
G G G
W W
E(A) E(A)
E E E
C C C
C(A) C(A)
OHU OHU
FM FM
FO(A) FO(A) AERIAL FIBER OPTIC CABLE
FO FO UNDERGROUND FIBER OPTIC
EMERGENCY FLOOD ROUTE
SAN SAN SANITARY SEWER LATERAL
STM STM ROOF DRAIN
SUB SURFACE DRAIN
CARMEL REQUIREMENTS
1. NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE
WITHOUT AN APPROVED STORM WATER
MANAGEMENT PERMIT.
2. DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES,
LANDSCAPING MOUNDS, FENCES, LIGHT POLES OR
OTHER SUCH AMENITIES ARE NOT PERMITTED WITHIN
THE RIGHT-0F-WAY.
3. M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE
M.F.P.G. 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 FLOOD WATERS CAN ENTER A BUILDING.
4. M.L.A.G. = LOWEST ADJACENT GRADE IS THE
ELEVATION OF THE LOWEST GRADE ADJACENT TO A
STRUCTURE WHEN THE SOIL MEETS THE
FOUNDATION AROUND THE OUTSIDE OF THE
STRUCTURE. (INCLUDING STRUCTURAL MEMBERS
SUCH AS BASEMENT WALKOUT, PATIOS, DECKS,
PORCHES, SUPPORT POST, OR PIERS, AND RIM OF
THE WINDOW WELL.
FLOW DIRECTION AND SLOPE
GRADING PLAN
REVISIONS AND ISSUES
Part of Section 36, Township 18 North, Range 3 East, Hamilton County, Indiana
W19.0582
PREPARED FOR:
147 & 155 WEST CARMEL DRIVE, CARMEL, INDIANA
PROJECT NO.
SHEET NO.
CHECKED BY:
DRAWN BY:
SSR
DESIGNED BY:
DWG NAME:
PROJECT NO.:
W19.0582
DATE BY
06.08.2020
SSR
DATE:
SSR
Know what'sbelow.
Call before you dig.
R
APPROVAL PENDING
NOT FOR CONSTRUCTION
CARMEL SELF STORAGE
ISSUED FOR CITY REVIEW 01.13.2020 BJS
ISSUED FOR TAC REVISIONS 05.12.2020 BJS
W
S
N
E
ENGINEERS 317 | 846 - 6611
800 | 452 - 6408
317 | 843 - 0546 fax
WEIHE
Land Surveying | Civil Engineering
Landscape Architecture
ALLAN H. WEIHE, P.E., L.S. - FOUNDER
10505 N. College Avenue
Indianapolis, Indiana 46280
weihe.net
Build with confidence. SM
STEVEN SCOTT RUCKER, PE No. 11300279
06/08/2020
TAC REVISIONS 03.30.2020 BJS
ISSUED FOR TAC REVISIONS 06.08.2020
BM G 54 -
ISHC BRONZE DISK ON A CONCRETE POST PROJECTING 1.5
FT. OUT OF THE GROUND ALONG U.S. 31, 1.4 MILES NORTH
OF I-465, 0.4 MILES SOUTH OF 116TH STREET, 100 FT. WEST
OF CENTERLINE OF SOUTH BOUND LANE OF U.S. 31, AND 2
FT. EAST OF R/W FENCE.
BM G 55 -
ISHC BRONZE DISK ON A CONCRETE POST PROJECTING 1.5
FT. OUT OF THE GROUND ALONG U.S. 31, 2.6 MILES NORTH
OF I-465, 0.7 MILES SOUTH OF 131ST STREET, 83 FT. WEST
OF CENTERLINE OF SOUTH BOUND LANE OF U.S. 31.
BM Y 42 -
CGS DISK IN CONCRETE SLAB ON THE EAST SIDE OF THE
MONON TRAIL 218 FT. SOUTH OF 111TH STREET.
M.F.P.G. = 828.90
M.L.A.G. = 828.85
D D CONSTRUCTION LIMITS
THE FOLLOWING IS A SUMMARY OF RELEASE
RATES FOR THE PORTION OF THE DEVELOPMENT
THAT IS REQUIRED TO CREATE DETENTION, WHICH
IS THE INCREASED HARD SURFACE DUE TO THE
PROPOSED BUILDING BEING LARGER THAN THE
EXISTING BUILDING. THE ALLOWABLE RELEASE
RATES ARE BASED ON THIS ACREAGE, WHICH IS
0.30 ACRES OF NEW HARD SURFACE.
RETURN PERIOD PEAK DISCHARGE (CFS)
10 YR.
100 YR.
10.45
15.79
THE FOLLOWING IS A SUMMARY OF RELEASE
RATES FOR THE REST OF THE SITE, WHICH ARE
EXISTING AND PROPOSED WHICH FLOW SOUTH
AND WEST TO THE EXISTING STORM SEWER AT
THAT POINT. THE RUNOFF WHICH ENTER THE
PROPOSED DRY BASIN HAVE BEEN GIVEN A
SEPARATE OUTLET ORIFICE AND THOSE FLOWS
ARE INCLUDED IN THE NUMBER BELOW.
3500 P.S.I.
P.C. CONCRETE
3"
12" X 6"
12" X 9"
10" DIA.
18"
1"
18"R
7"
11"
4" (TYP.)
NOTE:
ALL STRIPES TO BE PAINTED WHITE.
MINIMUM = 3"
SPECIAL = 4"
(NO SCALE)
RESERVED
PARKING
1" RAD.
ALL CORNERS
12"
18"
4"
8"
2.0% MAX. SLOPE
CLASS "A" CONCRETE
18"
SCORE
PAVEMENT
6"
6"
1/8"RAD.
2"
2"
(NO SCALE)
TYPICAL
SIDEWALK SECTION
5.0' (MIN.)
4" CLASS "A"
CONCRETE
1/2" PREFORMED JOINT FILLER
TRANSVERSE JOINT
TRANSVERSE JOINT
1/2" PREFORMED JOINT FILLER
(NO SCALE)
(NO SCALE)
PARKING BARRIER
(NO SCALE)
VARIES (SEE PLANS)
1" RAD.
R7-8 R7-8P
5°
20°
PRECAST CONC. PARKING
BARRIER WITH 2-#3 REBARS
USE 4000 PSI CONC.
BEVELED EDGE
#5 REBAR 1'-6"
WITH 3/4" HOLE CAST
FACE OF CURB OR
EDGE OF ASPHALT
30"
6.0'
7 5/8"
0.5'
HEIGHT OF SYMBOL:
MINIMUM = 28"
SPECIAL = 41"
WIDTH OF SYMBOL:
MINIMUM = 24"
SPECIAL = 36"
NOTE:
BLUE BACKGROUND AND
WHITE BORDER ARE OPTIONAL
VAN
ACCESSIBLE
12"
NOTE:
WHERE PARKING SPACES THAT ARE RESERVED FOR PERSONS WITH
DISABILITIES ARE DESIGNATED TO ACCOMMODATE WHEELCHAIR VANS, A
VAN ACCESSIBLE (R7-8P) PLAQUE SHALL BE MOUNTED BELOW THE R7-8
SIGN. THE R7-8SIGN SHALL HAVE A GREEN LEGEND AND BORDER AND A
WHITE WHEELCHAIR SYMBOL ON A BLUE SQUARE ALL ON A WHITE
BACKGROUND. THE R7-8P PLAQUE SHALL HAVE A GREEN LEGEND AND
BORDER ON A WHITE BACKGROUND.
6"
RESERVED
PARKING
VAN
ACCESSIBLE
3"
3"
(R7-8P)
(R7-8)
8' MIN. VAN
9' (5' MIN. CAR) 9'
ACCESSIBLE PARKING SPACES
NOTE:
ALL PAINT TO BE BLUE NON-SKID SURFACE
APPLICATION OF CILICA SAND OR GLASS BEAD BY
METHOD OF MIXTURE AND OR BROADCASTING.
PROPOSED ADA SIGNS
ON 3" DIAMETER POST
(SEE SIGN DETAILS)
18'
(NO SCALE)
PREPARED SUBGRADE
COMPACTED PER INDOT
STANDARD SPECIFICATIONS
PREPARED SUBGRADE
COMPACTED PER INDOT
STANDARD SPECIFICATIONS
PREPARED SUBGRADE COMPACTED PER INDOT
STANDARD SPECIFICATIONS. MAY REQUIRE
TREATMENT BEFORE PAVING.
PREPARED SUBGRADE COMPACTED PER INDOT
STANDARD SPECIFICATIONS. MAY REQUIRE
TREATMENT BEFORE PAVING.
MIN. 4" COMPACTED
#53 STONE BASE
MIN. 4" COMPACTED
#53 STONE BASE
6'-0" (MAX.) BETWEEN
TRANSVERSE JOINTS
48.0' (MAX.) BETWEEN EXPANSION JOINTS
REVISIONS AND ISSUES
Part of Section 36, Township 18 North, Range 3 East, Hamilton County, Indiana
W19.0582
PREPARED FOR:
147 & 155 WEST CARMEL DRIVE, CARMEL, INDIANA
PROJECT NO.
SHEET NO.
CHECKED BY:
DRAWN BY:
SSR
DESIGNED BY:
DWG NAME:
PROJECT NO.:
W19.0582
DATE BY
06.08.2020
SSR
DATE:
SSR
Know what'sbelow.
Call before you dig.
R
APPROVAL PENDING
NOT FOR CONSTRUCTION
CARMEL SELF STORAGE
ISSUED FOR CITY REVIEW 01.13.2020 BJS
ISSUED FOR TAC REVISIONS 05.12.2020 BJS
ENGINEERS 317 | 846 - 6611
800 | 452 - 6408
317 | 843 - 0546 fax
WEIHE
Land Surveying | Civil Engineering
Landscape Architecture
ALLAN H. WEIHE, P.E., L.S. - FOUNDER
10505 N. College Avenue
Indianapolis, Indiana 46280
weihe.net
Build with confidence. SM
STEVEN SCOTT RUCKER, PE No. 11300279
06/08/2020
TAC REVISIONS 03.30.2020 BJS
ISSUED FOR TAC REVISIONS 06.08.2020
H6
H6
H6
H6
H6
H7
H7
A3
C200
SITE PLAN
W190582-C200 site
SITE PLAN GENERAL NOTES
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR
VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM
THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO
STARTING CONSTRUCTION.
2. ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE
SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED
BY THE BIDDING CONTRACTORS.
3. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)
STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926,
SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET
IN DEPTH. IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN
DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A
REGISTERED PROFESSIONAL ENGINEER.
4. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND
CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS
PROJECT.
5. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL STANDARDS.
6. BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR
REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT
INFORMATION.
7. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE
CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE
PROJECT.
8. ALL DIMENSIONS ARE BASED ON FACE OF CURB OR BACK OF ROLL
CURB OR FACE OF BUILDING.
9. SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDING, BUILDING
DIMENSIONS AND SIGNAGE SPECIFICATIONS. DO NOT STAKE BUILDING
FROM THESE PLANS.
10. COORDINATE CONSTRUCTION ACTIVITIES WITH ADJOINING WORK IF
APPLICABLE. VERIFY EXTENT OF ADJOINING WORK AND COORDINATE
AS REQUIRED.
11. FIELD VERIFY EXISTING CURBS AND TAPER PROPOSED VERTICAL
CURBS TO MATCH WITHIN A MIN. OF THREE (3) FEET.
12. ± DIMENSIONS INDICATE FIELD DIMENSION ADJUSTMENT AREA BASED
ON ACTUAL FIELD LAYOUT COORDINATES.
13. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR
TO START OF 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.
14. PROVIDE SMOOTH TRANSITION FROM NEWLY PAVED AREAS TO
EXISTING AREAS AS NECESSARY. ALL AREAS WHERE PROPOSED
PAVEMENT MEETS EXISTING PAVEMENT, THE EXISTING EDGE OF
PAVEMENT SHALL BE FREE OF ALL LOOSE DEBRIS. THE EDGE OF
EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALED WITH A
TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALT PAVEMENT
IS INDICATED TO JOIN EXISTING.
15. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS
ALL AREAS WHERE THE EXISTING PAVEMENT OR LAWNS ARE
DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY CONTRACTORS,
SUBCONTRACTORS, OR SUPPLIERS AFTER CONSTRUCTION WORK IS
COMPLETE.
16. THE CONTRACTOR SHALL PROTECT AND NOT DESTROY THE
PROPERTY CORNER MONUMENTS DURING CONSTRUCTION.
17. REFER TO ARCHITECTURAL PLANS FOR BUILDING ACCESSORY
DETAILS.
18. REFER TO SHEET C201 FOR SITE PLAN DETAILS UNLESS OTHERWISE
NOTED.
SITE DATA
SITE AREA = 4.37± AC
BUILDING AREA = 20,121± SF PER FLOOR
PERCENT IMPERVIOUS = 87%
ZONING = I-1
FRONT YARD BSL REQUIRED = 0' FT MIN.
10' MAX.
REAR YARD BSL REQUIRED = 0' FT
SIDE YARD BSL REQUIRED = 0' FT
PARKING REQUIRED:
PARKING REQUIREMENT: 1 PER
EMPLOYEE
PARKING DIMENSIONS = 9' x 18'
BIKE PARKING REQUIRED = 4 SPACES
PARKING PROVIDED:
10 - STANDARD SPACES
1 - ADA SPACES
11 - TOTAL SPACES
SITE PLAN NOTES
PAVEMENT
STANDARD DUTY ASPHALT PAVING
STANDARD DUTY CONCRETE
MATCH EXISTING PAVEMENT
HARDSCAPE
INTEGRAL WALK AND CURB
CONCRETE PARKING BARRIER
CONCRETE SIDEWALK
ACCESSIBLE RAMP
PAVEMENT FLUSH WITH SIDEWALK
CONCRETE CURB WITH VARIABLE HEIGHT RETAINING WALL.
REFER TO C300 FOR GRADES.
TAPER CURB WITHIN 3' AT THE END OF THE CURB RUN
BUILDING ACCESSORIES
DUMPSTER ENCLOSURE (INSIDE THE BUILDING)
CANOPY (CANTILEVERED OVER THE DRIVE)
CONCRETE CURB OF VARYING HEIGHT LOCATED ALONG THE
FACADE FOR VEHICLE PROTECTION. REFER TO C300 FOR GRADES.
ENTRY GATE TO MAINTAIN A 20' CLEAR ZONE MIN.
ACCESS PANEL
BOLLARDS
ACCESSORIES
CONNECT EXISTING FENCE TO BUILDING
PROVIDE NEW FENCE FROM THE SECURITY GATE SOUTH ALONG
THE DRIVE AND CONNECT TO THE OLD FENCE. COORDINATE
LIMITS WITH OWNER REP.
FIRE HYDRANT WITH BOLLARD PROTECTION
SIGNAGE & MARKINGS
ACCESSIBLE PARKING SPACE & SIGN ON BUILDING
4" PAINTED WHITE SOLID LINES (TYP)
4" PAINTED WHITE SOLID LINE ISLAND
H1
H2
H3
H4
H5
B1
B2
A1
S1
S2
S3
P1
P2
P3
ELECTRICAL RISER
GUY ANCHOR
ELECTRIC JUNCTION BOX
ORNAMENTAL LIGHT
GENERATOR
STREET LIGHT
ELECTRIC MANHOLE
ELECTRIC OUTLET
UTILITY POLE
UTILITY POLE W/ TRANSFORMER
TRANSFORMER
COMMUNICATIONS JUNCTION BOX
COMMUNICATIONS MANHOLE
COMMUNICATIONS PEDESTAL
RIGHT OF WAY LINE
FENCE
GUARD RAIL
BUILDING SETBACK LINE
BOUNDARY LINE
CISTERN
DRINKING FOUNTAIN
FIRE DEPT HOOKUP
FIRE HYDRANT
POST INDICATOR VALVE
CHILLED WATER MANHOLE
WATER MANHOLE
SPRINKLER CONTROL BOX
SPRINKLER CONTROL VALVE
SPRINKLER
SPIGOT
WELL HEAD
WATER METER
WATER VALVE
GAS METER
GAS VALVE
ELECTRIC METER
LIQUID PROPANE GAS TANK
MONITORING WELL
TRAFFIC SIGNAL POLE
TRAFFIC SIGNAL
BOLLARD
FLAG POLE
PARKING METER
POST
SIGN
PARKING WHEEL STOP
DOWN SPOUT
ACCESSIBLE SPACE
GATE POST
COMMUNICATIONS RISER
STORM CLEANOUT
BEEHIVE INLET
CURB INLET
FLOOR DRAIN
ROUND INLET
SQUARE INLET
STORM MANHOLE
SANITARY SEWER CLEANOUT
LIFT STATION
SANITARY SEWER MANHOLE
SANITARY STUB MARKER
SEPTIC TANK
PARKING LOT LIGHT (1 HEAD)
PARKING LOT LIGHT (3 HEAD)
PARKING LOT LIGHT (4 HEAD)
PARKING LOT LIGHT (2 HEAD) STANDARD DUTY ASPHALT
CONCRETE PAVEMENT
DISTRIBUTION BOX
ROW RIGHT OF WAY
BSL BUILDING SETBACK LINE
ESMT EASEMENT
D.&U.E. DRAINAGE AND UTILITY EASEMENT
FFE FINISH FLOOR ELEVATION
12 PARKING COUNT
EXISTING ASPHALT
PAVEMENT
SITE PLAN LEGEND
UTILITIES
ABBREVIATIONS
OTHER
LINE TYPES
SECTION LINE
REVISIONS AND ISSUES
Part of Section 36, Township 18 North, Range 3 East, Hamilton County, Indiana
W19.0582
PREPARED FOR:
147 & 155 WEST CARMEL DRIVE, CARMEL, INDIANA
PROJECT NO.
SHEET NO.
CHECKED BY:
DRAWN BY:
SSR
DESIGNED BY:
DWG NAME:
PROJECT NO.:
W19.0582
DATE BY
06.08.2020
SSR
DATE:
SSR
Know what'sbelow.
Call before you dig.
R
APPROVAL PENDING
NOT FOR CONSTRUCTION
CARMEL SELF STORAGE
ISSUED FOR CITY REVIEW 01.13.2020 BJS
ISSUED FOR TAC REVISIONS 05.12.2020 BJS
W
S
N
E
ENGINEERS 317 | 846 - 6611
800 | 452 - 6408
317 | 843 - 0546 fax
WEIHE
Land Surveying | Civil Engineering
Landscape Architecture
ALLAN H. WEIHE, P.E., L.S. - FOUNDER
10505 N. College Avenue
Indianapolis, Indiana 46280
weihe.net
Build with confidence. SM
STEVEN SCOTT RUCKER, PE No. 11300279
06/08/2020
TAC REVISIONS 03.30.2020 BJS
ISSUED FOR TAC REVISIONS 06.08.2020
B3
B4
B5
B6
H6
H7
A2
A3
5. PLACE GEOTEXTILE FABRIC OR AGGREGATE BEDDING MATERIAL (FOR STABILIZATION
AND FILTRATION) ON THE COMPACTED AND SMOOTHED FOUNDATION.
6. INSTALL RIPRAP TO THE LINES AND ELEVATIONS SHOWN IN THE CONSTRUCTION
PLANS. BLEND RIPRAP SMOOTHLY TO SURROUNDING GRADE. IF THE CHANNEL IS
WELL DEFINED, EXTEND THE APRON ACROSS THE CHANNEL BOTTOM AND UP THE
CHANNEL BANKS TO AN ELEVATION OF SIX INCHES ABOVE THE MAXIMUM TAILWATER
DEPTH OR TO THE TOP OF THE BANK, WHICHEVER IS LESS.
7. IF GEOTEXTILE FABRIC TEARS WHEN PLACING RIPRAP, REPAIR IMMEDIATELY BY
LAYING AND STAPLING A PIECE OF FABRIC OVER DAMAGED AREA, OVERLAPPING THE
UNDAMAGED AREAS BY AT LEAST 12 INCHES.
8. CONSTRUCT A SMALL PLUNGE POOL WITHIN THE OUTLET APRON. (RIPRAP APRONS
MUST BE LEVEL WITH OR SLIGHTLY LOWER THAN THE RECEIVING CHANNEL AND
SHOULD NOT PRODUCE AN OVERFALL OR RESTRICT FLOW OF THE WATER
CONVEYANCE STRUCTURE.)
MAINTENANCE
_ INSPECT WITHIN 24 HOURS OF A RAIN EVENT AND AT LEAST ONCE EVERY SEVEN
CALENDAR DAYS.
_ INSPECT FOR STONE DISPLACEMENT; REPLACE STONES ENSURING PLACEMENT AT
FINISHED GRADE.
_ CHECK FOR EROSION OR SCOURING AROUND SIDES OF THE APRON; REPAIR
IMMEDIATELY.
_ CHECK FOR PIPING OR UNDERCUTTING; REPAIR IMMEDIATELY.
REFERENCE IN CHAPTER 7 PAGE 121 IN THE INDIANA STORM WATER QUALITY MANUAL
AT=1.5' X D50 15" OR
LESS, 1.2' X D50 15"
OR LARGER STONE.
PIPE SIZE
(D50)
C106
STORMWATER POLLUTION PREVENTION PLAN DETAILS
W190582-C103 swppp det
(NO SCALE)
AVERAGE RIPRAP DIAMETER APRON WIDTH APRON LENGTH
8 IN.
12 IN.
18 IN.
24 IN.
30 IN.
36 IN. 14 IN.
12 IN.
10 IN.
8 IN.
5 IN.
3 IN. 2 TO 3 FEET
3 TO 4 FEET
4 TO 6 FEET
6 TO 8 FEET
8 TO 10 FEET
10 TO 12 FEET 16 TO 32 FEET
14 TO 28 FEET
12 TO 22 FEET
8 TO 18 FEET
6 TO 12 FEET
5 TO 7 FEET
SIDE
AL= FEET
DITCH BED
PLAN
AL= FEET
RIP-RAP
DIA.
DIA. DIA.
(NO SCALE)
EROSION CONTROL Products
Guaranteed SOLUTIONS
14649 HIGHWAY 41 NORTH
EVANSVILLE, IN 47725
800-720-2040
www.nagreen.com
(NO SCALE)
GENERAL STAPLE RECOMMENDATIONS
STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN EROSION CONTROL BLANKETS.
STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL.
AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS
IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN "C" SHOULD BE UTILIZED.
CHANNEL LININGS REQUIRED A 2.0' MINIMUM OVERLAP AT LONGITUDINAL JOINTS.
SIDESLOPES SHALL REQUIRE A 6" MINIMUM OVERLAP. WHERE OVERLAPS OCCUR,
THE UPSTREAM BLANKET SHALL OVERLAP THE DOWNSTREAM.
IF OTHER THAN NORTH AMERICAN GREEN EROSION CONTROL BLANKETS ARE INSTALLED
FOLLOW THE INSTALLATION DIRECTIONS RECOMMENDED BY THAT PRODUCTS COMPANY.
CHANNEL LININGS UTILIZE STAPLE PATTERN
"C" WITH ADDITIONAL STAPLES ON SIDE SLOPES.
1 1/2 STAPLE PER SQ. YD.
2 STAPLE PER SQ. YD.
ADDITIONAL STAPLES
AS REQUIRED
SLOPE GRADIENT
CHANNEL
LINING
SLOPE LENGTH IN FEET
300
275
250
225
200
175
150
125
100
75
50
25 1 STAPLE PER SQ. YD.
TABLE 1. SIZING FOR FLOW DISSIPATERS AT CULVERT PIPE OUTLETS
REVISIONS AND ISSUES
Part of Section 36, Township 18 North, Range 3 East, Hamilton County, Indiana
W19.0582
PREPARED FOR:
147 & 155 WEST CARMEL DRIVE, CARMEL, INDIANA
PROJECT NO.
SHEET NO.
CHECKED BY:
DRAWN BY:
SSR
DESIGNED BY:
DWG NAME:
PROJECT NO.:
W19.0582
DATE BY
06.08.2020
SSR
DATE:
SSR
Know what'sbelow.
Call before you dig.
R
APPROVAL PENDING
NOT FOR CONSTRUCTION
CARMEL SELF STORAGE
ISSUED FOR CITY REVIEW 01.13.2020 BJS
ISSUED FOR TAC REVISIONS 05.12.2020 BJS
ENGINEERS 317 | 846 - 6611
800 | 452 - 6408
317 | 843 - 0546 fax
WEIHE
Land Surveying | Civil Engineering
Landscape Architecture
ALLAN H. WEIHE, P.E., L.S. - FOUNDER
10505 N. College Avenue
Indianapolis, Indiana 46280
weihe.net
Build with confidence. SM
STEVEN SCOTT RUCKER, PE No. 11300279
06/08/2020
TAC REVISIONS 03.30.2020 BJS
ISSUED FOR TAC REVISIONS 06.08.2020
2-WOOD POST/STAKES WRAPPED
WITH SILT FENCE AND ROTATED
AT LEAST TWO FULL TURNS TO
PROVIDE A SECURE CONNECTION
WOOD OR METAL
STAKES TO SECURE
THE STRAW BALES
(TWO PER BALE)
10 MIL. PLASTIC LINING
STRAW BALE (TYP)
SECTION LINE
STRAW BALE (TYP)
BINDING WIRE
WOOD OR METAL
STAKES (TYP) - 2 PER
NATIVE MATERIAL (OPTIONAL) BALE
POLYETHYLENE LINING 10
MIL. EXTENDING OVER
BALES
TYPE "ABOVE GRADE (NO SCALE)
W/ STRAW BALES"
4"
WOOD OR METAL
STAKES TO SECURE
THE STRAW BALES
(TWO PER BALE)
POLYETHYLENE LINING 10
MIL. EXTENDING OVER
BALES
METAL PINS OR STAPLES
TO SECURE THE
POLYETHYLENE LINING TO
THE STRAW BALES
METAL PINS OR STAPLES
TO SECURE THE
POLYETHYLENE LINING
TO THE STRAW BALES
CONCRETE
WASHOUT
WOOD POST 3"x3"x8'
BLACK LETTER 6" HEIGHT
3/8" TREATED
PLYWOOD 48"x24"
PAINTED WHITE
0.5" LAG SCREWS
INSTALLATION
1. UTILIZE AND FOLLOW THE DESIGN IN THE STORM WATER POLLUTION PREVENTION
PLAN TO INSTALL THE SYSTEM.
2. DEPENDENT UPON THE TYPE OF SYSTEM, EITHER EXCAVATE THE PIT OR INSTALL
THE CONTAINMENT SYSTEM.
3. A BASE SHALL BE CONSTRUCTED AND PREPARED THAT IS FREE OF ROCKS AND
OTHER DEBRIS THAT MAY CAUSE TEARS OR PUNCTURES IN THE POLYETHYLENE
LINING.
4. INSTALL THE POLYETHYLENE LINING. FOR EXCAVATED SYSTEMS, THE LINING
SHOULD EXTEND OVER THE ENTIRE EXCAVATION. THE LINING FOR BERMED
SYSTEMS SHOULD BE INSTALLED OVER THE POOLING AREA WITH ENOUGH MATERIAL
TO EXTEND THE LINING OVER THE BERM OR CONTAINMENT SYSTEM. THE LINING
SHOULD BE SECURED WITH PINS, STAPLES, OR OTHER FASTENERS.
5. PLACE FLAGS, SAFETY FENCING, OR EQUIVALENT TO PROVIDE A BARRIER TO
CONSTRUCTION EQUIPMENT AND OTHER TRAFFIC.
6. PLACE A NON-COLLAPSING, NON-WATER HOLDING COVER OVER THE WASHOUT
FACILITY PRIOR TO A PREDICTED RAINFALL EVENT TO PREVENT ACCUMULATION OF
WATER AND POSSIBLE OVERFLOW OF THE SYSTEM (OPTIONAL).
7. INSTALL SIGNAGE THAT IDENTIFIES CONCRETE WASHOUT AREAS.
8. POST SIGNS DIRECTING CONTRACTORS AND SUPPLIERS TO DESIGNATED
LOCATIONS.
9. WHERE NECESSARY, PROVIDE STABLE INGRESS AND EGRESS APPROACH PAD FOR
CONCRETE WASHOUT SYSTEMS.
10. USE A 10 MIL. POLYETHYLENE LINED DUMPSTER AS AN ALTERNATE.
C105
STORMWATER POLLUTION PREVENTION PLAN DETAILS
W190582-C103 swppp det
3' 3'
PLAN
1. ACTUAL LAYOUT DETERMINED IN
FIELD.
2. THE CONCRETE WASHOUT SIGN
SHALL BE INSTALLED WITHIN
30FT. OF THE TEMP. CONCRETE
WASHOUT FACILITY.
SECTION
CONCRETE WASHOUT
8"
8"
8"X4" TRENCH TO BE
BACKFILLED AND COMPACTED
POSTS: STEEL T OR U TYPE, OR 2"X2" HARD WOOD POST
FENCE: WOVEN WIRE, 14-1/2 GA., 6" MAX. MESH OPENING
FABRIC: IN ACCORDANCE WITH ASTM D 6461 LATEST EDITION.
LOAD SLOPE
LESS THAN 2%
2 TO 5%
5 TO 10%
10 TO 20%
MORE THAN 20%
MAX. DISTANCE ABOVE FENCE
100 FT.
75 FT.
50 FT.
25 FT.
15 FT.
WITHOUT WIRE SUPPORT WITH WIRE SUPPORT
(NO SCALE)
FLOW
FINISH GRADE
UNDISTURBED
GROUND
FLOW
FINISH GRADE
UNDISTURBED
GROUND
NOTES:
1. THE SWPPP INFORMATION SIGN MUST BE LOCATED NEAR THE
CONSTRUCTION EXIT OF THE SITE, SUCH THAT IT IS ACCESSIBLE
AND VIEWABLE BY THE GENERAL PUBLIC, BUT NOT OBSTRUCTING
VIEWS AS TO CAUSE A SAFETY HAZARD.
2. ALL POSTED DOCUMENTS MUST BE MAINTAINED IN A CLEARLY
READABLE CONDITION AT ALL TIMES THROUGHOUT
CONSTRUCTION AND UNTIL THE NOTICE-OF-TERMINATION (NOT) IS
FILED FOR THE PERMIT.
3. CONTRACTOR SHALL POST OTHER STORM WATER AND/OR
EROSION AND SEDIMENT CONTROL RELATED PERMITS ON THE
SIGN AS REQUIRED BY THE GOVERNING AGENCY.
4. SIGN SHALL BE LOCATED OUTSIDE OF PUBLIC RIGHT-OF-WAY AND
EASEMENTS UNLESS APPROVED BY THE GOVERNING AGENCY.
5. CONTRACTOR IS RESPONSIBLE FOR ENSURING STABILITY OF THE
SWPPP INFORMATION SIGN.
SWPPP INFORMATION SIGN
COPY
OF
NOI
COPY OF
IDEM
NOTICE OF
SUFFICIENCY
SWPPP INFORMATION
DETAILED DESCRIPTION OF THE LOCATION OF THE
SWPPP DOCUMENTATION (BINDER AND SITE MAPS)
ON THE SITE.
SIGN TO BE CONSTRUCTED OF A
RIGID MATERIAL, SUCH AS
PLYWOOD OR OUTDOOR SIGN
BOARD. SIGN MUST BE
CONSTRUCTED IN A MANNER TO
PROTECT DOCUMENTS FROM
DAMAGE DUE TO WEATHER (WIND,
SUN, MOISTURE, ETC.).
"SWPPP INFORMATION" MUST BE
DISPLAYED PROMINENTLY ACROSS
THE TOP OF THE SIGN, AS SHOWN IN
THE DETAIL.
3" MIN. 3" MIN.
COPY
OF
DRAINAGE
APPROVAL
LETTER
COPY
OF
CONSTRUCTION
SITE
NOTICE AS
APPLICABLE
COPY
OF
CONSTRUCTION
SITE
NOTICE AS
APPLICABLE
COPY
OF
CONSTRUCTION
SITE
NOTICE AS
APPLICABLE
(NO SCALE)
ALTERNATE
CONTRACTOR MAY USE A LINED (10 MIL. POLYETHYLENE) DUMPSTER FOR CONCRETE WASHOUT.
NOTE: DUMPSTER IS TO BE USED FOR CONCRETE WASHOUT ONLY. NO CONSTRUCTION WASTE
OR DEBRIS SHALL BE ALLOWED TO PREVENT TEARING OF THE LINER.
SHEET 1 OF 1
DRAWN
CHECKED
QA
MFG
APPROVED
SIZE DWG NO
SCALE
REV
REPLACEABLE SEDIMENT BAGS
WITH GEOTEXTILE FILTER FABRIC
LIFT HANDLES
STAINLESS
STEEL
CLAMPING
BAND
REAR CURB GUARD FLAP
WITH MAGNETIC TIE-DOWNS
ALL PRODUCTS MANUFACTURED
BY INLET & PIPE PROTECTION, INC
DISTRIBUTED BY ADS
WWW.INLETFILTERS.COM
(866) 287-8655 PH
(630) 355-3477 FX
INFO@INLETFILTERS.COM
INSTALLATION:
1.
2.
REMOVE GRATE
DROP FLEXSTORM INLET FILTER ONTO
LOAD BEARING LIP OF CASTING OR
CONCRETE STRUCTURE
3. REPLACE GRATE
STANDARD 2"
OVERFLOW
AREA
11 GAUGE STEEL SUSPENSION SYSTEM
IPP TEMPORARY SEED
TABLE 1. TEMPORARY SEEDING SPECIFICATIONS
AUG. 1 - SEPT. 1
GERMAN MILLET
WHEAT OR RYE 150 LBS. 1 TO 1½ INCHES SEPT. 15 - OCT. 30
SPRING OATS 100 LBS. 1 INCH MARCH 1 - APRIL 15
ANNUAL RYEGRASS 40 LBS. ¼ INCH
MARCH 1 - MAY 1
40 LBS. 1 TO 2 INCHES MAY 1 - JUNE 1
SUDANGRASS 35 LBS. MAY 1 - JULY 30
BUCKWHEAT 60 LBS. APRIL 15 - JUNE 1
CORN (BROADCAST) 300 LBS. MAY 11 - AUG. 10
SORGHUM 35 LBS. MAY 1 - JULY 15
1 TO 2 INCHES
1 TO 2 INCHES
1 TO 2 INCHES
1 TO 2 INCHES
1. PERENNIAL SPECIES MAY BE USED AS A TEMPORARY COVER, ESPECIALLY IF THE AREA TO BE
SEEDED WILL REMAIN IDLE FOR MORE THAN ONE YEAR.
2. SEEDING DONE OUTSIDE THE OPTIMUM SEEDING DATES INCREASES THE CHANCES OF SEEDING FAILURE. DATES
MAY BE EXTENDED OR SHORTENED BASED ON THE LOCATION OF THE PROJECT
SITE WITHIN THE STATE.
NOTES
1. MULCH ALONE IS AN ACCEPTABLE TEMPORARY COVER AND MAY BE USED IN LIEU OF TEMPORARY SEEDING, PROVIDED THAT IT IS
APPROPRIATELY ANCHORED.
2. A HIGH POTENTIAL FOR FERTILIZER, SEED, AND MULCH TO WASH EXISTS ON STEEP BANKS, AND CUTS, IN CHANNELS AND AREAS
OF CONCENTRATED FLOW.
SEEDBED PREPARATION
1. TEST SOIL TO DETERMINE PH AND NUTRIENT LEVELS.
2. APPLY SOIL AMENDMENTS AS RECOMMENDED BY THE SOIL TEST. IF TESTING IS NOT DONE, APPLY 400 TO 600 POUNDS PER ACRE
OF 12-12-12 ANALYSIS FERTILIZER, OR EQUIVALENT.
3. WORK THE SOIL AMENDMENTS INTO THE UPPER TWO TO FOUR INCHES OF THE SOIL WITH
A DISK OR RAKE OPERATED ACROSS THE SLOPE.
SEEDING
1. SELECT A SEED SPECIES OR AN APPROPRIATE SEED MIXTURE AND APPLICATION RATE FROM TABLE 1.
2. APPLY SEED UNIFORMLY WITH A DRILL OR CULTIPACKER SEEDER OR BY BROADCASTING. PLANT OR COVER SEED TO THE DEPTH
SHOWN IN TABLE 1.
NOTES
1. IF DRILLING OR BROADCASTING THE SEED, ENSURE GOOD SEED-TO-SOIL CONTACT BY FIRMING THE SEEDBED WITH A ROLLER OR
CULTIPACKER AFTER COMPLETING SEEDING OPERATIONS.
2. DAILY SEEDING WHEN THE SOIL IS MOIST IS USUALLY MOST EFFECTIVE.
3. IF SEEDING IS DONE WITH A HYDROSEEDER, FERTILIZER AND MULCH CAN BE APPLIED WITH THE SEED IN A SLURRY MIXTURE.
3. APPLY MULCH AND ANCHOR IT IN PLACE.
MAINTENANCE
1. INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS.
2. CHECK FOR EROSION OR MOVEMENT OF MULCH AND REPAIR IMMEDIATELY.
3. MONITOR FOR EROSION DAMAGE AND ADEQUATE COVER (80 PERCENT DENSITY); RESEED, FERTILIZE, AND APPLY 4. MULCH
WHERE NECESSARY.
4. IF NITROGEN DEFICIENCY IS APPARENT, TOP-DRESS FALL SEEDED WHEAT OR RYE SEEDING WITH 50 POUNDS PER ACRE OF
NITROGEN IN FEBRUARY OR MARCH.
REFERENCE IN CHAPTER 7 PAGES 31-33 IN THE INDIANA STORM WATER QUALITY MANUAL
TEMPORARY SEED
TABLE 1. TEMPORARY SEEDING SPECIFICATIONS
SEED SPECIES1 RATE PER ACRE PLANTING DEPTH OPTIMUM DATES2
MAINTENANCE
1. INSPECT DAILY AND AFTER EACH STORM EVENT FOR LEAKS, SPILLS, TRACKING OF SOIL BY EQUIPMENT, AND THE
POLYETHYLENE LINING FOR FAILURE.
2. ONCE CONCRETE WASTES HARDEN, REMOVE AND DISPOSE OF THE MATERIAL. EXCESS CONCRETE SHOULD BE REMOVED
WHEN THE WASHOUT SYSTEM REACHES 50 PERCENT OF THE DESIGN CAPACITY AND SHOULD NOT BE USED UNTIL
PROPERLY CLEANED OUT.
3. PLASTIC LINER SHOULD BE REPLACED AFTER EVERY CLEANING, THE REMOVAL OF MATERIAL USUALLY DAMAGES IT.
4. REPAIR OR ENLARGE AS NECESSARY TO MAINTAIN CAPACITY FOR CONCRETE WASTE.
5. IF LIQUIDS DO NOT EVAPORATE IT MAY BE NECESSARY TO VACUUM OR REMOVE THE LIQUIDS AND DISPOSE OF THEM IN
AN ACCEPTABLE METHOD.
6. WHEN CONCRETE WASHOUT SYSTEMS ARE NO LONGER REQUIRED THEY SHALL BE CLOSED AND HOLES, DEPRESSIONS
AND OTHER DISTURBANCES ASSOCIATED WITH THE SYSTEM SHOULD BE BACKFILLED, GRADED, AND STABILIZED.
REVISIONS AND ISSUES
Part of Section 36, Township 18 North, Range 3 East, Hamilton County, Indiana
W19.0582
PREPARED FOR:
147 & 155 WEST CARMEL DRIVE, CARMEL, INDIANA
PROJECT NO.
SHEET NO.
CHECKED BY:
DRAWN BY:
SSR
DESIGNED BY:
DWG NAME:
PROJECT NO.:
W19.0582
DATE BY
06.08.2020
SSR
DATE:
SSR
Know what'sbelow.
Call before you dig.
R
APPROVAL PENDING
NOT FOR CONSTRUCTION
CARMEL SELF STORAGE
ISSUED FOR CITY REVIEW 01.13.2020 BJS
ISSUED FOR TAC REVISIONS 05.12.2020 BJS
ENGINEERS 317 | 846 - 6611
800 | 452 - 6408
317 | 843 - 0546 fax
WEIHE
Land Surveying | Civil Engineering
Landscape Architecture
ALLAN H. WEIHE, P.E., L.S. - FOUNDER
10505 N. College Avenue
Indianapolis, Indiana 46280
weihe.net
Build with confidence. SM
STEVEN SCOTT RUCKER, PE No. 11300279
06/08/2020
TAC REVISIONS 03.30.2020 BJS
ISSUED FOR TAC REVISIONS 06.08.2020
INSTALLATION
1. REMOVE ALL VEGETATION AND OTHER OBJECTIONABLE MATERIAL FROM THE FOUNDATION AREA.
2. GRADE THE FOUNDATION AND CROWN FOR POSITIVE DRAINAGE.
3. INSTALL A CULVERT PIPE UNDER THE PAD IF NEEDED TO MAINTAIN PROPER PUBLIC ROAD DRAINAGE.
4. IF WET CONDITIONS ARE ANTICIPATED, PLACE GEOTEXTILE FABRIC ON THE GRADED FOUNDATION TO
IMPROVE STABILITY.
5. PLACE AGGREGATE (INDOT CA NO. 2) TO THE DIMENSIONS AND GRADE SHOWN IN THE CONSTRUCTION
PLANS, LEAVING THE SURFACE SMOOTH AND SLOPED FOR DRAINAGE.
6. TOP-DRESS THE DRIVE WITH WASHED AGGREGATE (INDOT CA NO.2).
7. WHERE POSSIBLE, DIVERT ALL STORM WATER RUNOFF AND DRAINAGE FROM THE TEMPORARY
CONSTRUCTION INGRESS/EGRESS PAD TO A SEDIMENT TRAP OR BASIN.
MAINTENANCE
_ INSPECT DAILY.
_ RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL.
_ TOP-DRESS WITH CLEAN AGGREGATE AS NEEDED.
_ IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS.
_ FLUSHING SHOULD ONLY BE USED IF THE WATER FROM THE CONSTRUCTION DRIVE CAN BE CONVEYED
INTO A SEDIMENT TRAP OR BASIN.
REFERENCED IN CHAPTER 7 PAGE 22 AND 23 IN INDIANA STORM WATER QUALITY MANUAL.
WIDTH:
(A) - 20' MINIMUM OR FULL WIDTH
OF ENTRANCE/EXIT DRIVE,
WHICHEVER IS GREATER.
TEMPORARY CONSTRUCTION INGRESS/EGRESS PAD
SMALL SITES - LESS THAN TWO ACRES (NO SCALE)
GEOTEXTILE FABRIC UNDERLINER
#2 STONE AGGREGATE
PUBLIC ROAD
#2 STONE AGGREGATE (OPTIONAL)
2"-3"(MIN.) (OPTIONAL)
150' (MIN.)
6" (MIN.)
5
4
1
1
1
1
7
8
9
2
3
10 11
12
13
CONTACT PERSON FOR EROSION
CONTROL & SEDIMENT PRACTICES
WEIHE ENGINEERS, INC.
10505 N. COLLEGE AVE.
INDIANAPOLIS, IN 46268
TELEPHONE: (317) 846-6611
FAX: (317) 843-0546
EMAIL: PARKERF@WEIHE.NET
CONTACT PERSON: FRED PARKER, CPESC
-WARNING-
THIS PLAN TO BE USED FOR EROSION CONTROL
PURPOSES ONLY. ADDITIONAL EROSION
CONTROL MEASURES MAY BE REQUIRED IN THE
FIELD BY THE INSPECTOR.
-NOTE-
THIS PLAN INDICATES EROSION CONTROL
MEASURES REQUIRED AFTER SOIL STRIPPING
AND PAD BUILDING HAS TAKEN PLACE.
COORDINATE WITH DEVELOPER FOR
MEASURES REQUIRED UNTIL PROPERTY
TURNED OVER FOR DEVELOPMENT.
COORDINATE WITH SOIL CONSERVATION
DISTRICT REPRESENTATIVE FOR ANY OTHER
MEASURES REQUIRED DUE TO SITE
CONDITIONS.
DISTURBED ACREAGE
=1.20± AC.
LAND DESCRIPTION
C103
STORMWATER POLLUTION PREVENTION PLAN PHASE II
W190582-C101 swppp2
SWPPP PHASE 2 LEGEND
- INLET PROTECTION - USE SUBSURFACE
INLET PROTECTION WITH OVERFLOW CAPABILITY
- PERMANENT/TEMPORARY SEEDING
USE PLANTING CHART
- THE DRY POND BASIN BOTTOM TO BE PLANTED WITH NATIVE
SEED MIX THEN TOPPED WITH AN EROSION BLANKET
- EROSION CONTROL BLANKET - USE S150BN BIO-NET AS
SUPPLIED BY NORTH AMERICAN GREEN OR APPROVED
EQUAL
- LIMITS OF DISTURBANCE (CONSTRUCTION LIMITS)
IP
D
LINE TYPES
UNDERGROUND GAS
UNDERGROUND WATER
AERIAL ELECTRIC
UNDERGROUND ELECTRIC
UNDERGROUND COMMUNICATIONS
AERIAL COMMUNICATIONS
OVERHEAD UTILITY
FORCE MAIN
RIGHT OF WAY LINE
CHAIN LINK FENCE
BOARD FENCE
WROUGHT IRON FENCE
GUARD RAIL
HAND RAIL
SILT FENCE
BUILDING SETBACK LINE
BOUNDARY LINE
FLOW LINE
G G G
W W
E(A) E(A)
E E E
C C C
C(A) C(A)
OHU OHU
FM FM
SF SF
FO(A) FO(A) AERIAL FIBER OPTIC CABLE
SECTION LINE
FARM FENCE
FO FO UNDERGROUND FIBER OPTIC
INDEX CONTOUR
INTERMEDIATE CONTOUR
SANITARY SEWER
STORM SEWER
EROSION CONTROL NOTES
1. ALL DISTURBED AREAS SHALL BE SODDED OR SEEDED, EXCEPT
BUILDING PAD AND LANDSCAPE BEDS. SEE LANDSCAPE PLANS FOR
LOCATION OF LANDSCAPE BEDS.
2. INSTALL SILT FENCE ALONG ALL DOWNSTREAM SLOPES. SILT
FENCE TO FOLLOW CONTOUR.
3. THERE SHALL BE NO DIRT, DEBRIS OR STORAGE OF MATERIAL IN
THE STREET.
EROSION CONTROL SPECIFICATIONS
1. THIS PLAN IS DESIGNED AS AN ATTEMPT TO PREVENT ANY AND ALL
SEDIMENT FROM LEAVING THE CONSTRUCTION SITE BY WAY OF
EROSION. IF EROSION OF SEDIMENT FROM THE SITE IS TAKING
PLACE, THE CONTRACTOR AND/OR OWNER SHALL TAKE
PREVENTATIVE ACTION IMMEDIATELY. THE ENGINEER SHALL BE
CONSULTED IN THE EVENT THIS HAPPENS.
2. TEMPORARY SEEDING IS TO BE APPLIED TO ANY DISTURBED AREA
THAT WILL REMAIN UNALTERED IN EXCESS OF 15 DAYS.
3. PERMANENT SEEDING IS TO BE APPLIED IMMEDIATELY TO AREAS
THAT HAVE ACHIEVED FINAL AND FINISHED GRADE.
4. PRESERVE EXISTING VEGETATION ON THE SITE WHENEVER AND
WHEREVER POSSIBLE TO PREVENT TOPSOIL EROSION.
5. ALL SEDIMENT CAPTURING MEASURES SHALL BE IMPLEMENTED
PRIOR TO THE DISTURBANCE OF THE CONSTRUCTION AREA THEY
ARE INTENDED TO SERVICE. ALL EROSION CONTROL MEASURES
PROPOSED ARE TO BE PROPERLY MAINTAINED TO CONTINUE THEIR
EFFECTIVENESS.
6. IF GRADING OCCURS DURING THE MONTHS OF DECEMBER, JANUARY
OR FEBRUARY DORMANT SEEDING PROCEDURES SHALL BE USED.
7. DURING DRY WEATHER, KEEP LAWNS WATERED WITH SPRINKLERS
OR OTHER APPROVED METHODS. RESEED ANY AREAS NOT
GERMINATING OR DAMAGED AT INTERVALS AS MAY BE REQUIRED
ACCORDING TO SEASONAL CONDITION AND/OR CONSTRUCTION
ACTIVITY. WATER GRASS AND EXECUTE NECESSARY WEEDING UNTIL
FULL STAND OF GRASS HAS BEEN OBTAINED.
8. THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION
CONTROL IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR
AND/OR OWNER.
9. IT SHALL BE THE CONTRACTOR'S AND/OR OWNER'S RESPONSIBILITY
TO MINIMIZE SEDIMENTATION (FROM ON-SITE CONSTRUCTION
ACTIVITIES) FROM BEING DEPOSITED ONTO ADJACENT PROPERTIES
AND RECEIVING STREAMS/DITCHES IN STRICT COMPLIANCE WITH
"RULE 5" (327 IAC 15-5, CONSTRUCTION ACTIVITY STORM WATER
RUNOFF CONTROL). IT SHALL ALSO BE THE CONTRACTOR'S AND/OR
OWNER'S RESPONSIBILITY TO OBTAIN ANY APPROVALS REQUIRED
FROM THE LOCAL AUTHORITY AND TO SUBMIT A COMPLETE NOTICE
OF INTENT LETTER TO THE OFFICE OF WATER MANAGEMENT,
INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT PRIOR TO
ANY CONSTRUCTION ACTIVITY.
10. FOR SEASONAL VARIATIONS - SEE SEASONAL SOIL PROTECTION
CHART IN THESE PLANS.
11. PORTABLE TOILETS MUST BE ANCHORED.
REVISIONS AND ISSUES
Part of Section 36, Township 18 North, Range 3 East, Hamilton County, Indiana
W19.0582
PREPARED FOR:
147 & 155 WEST CARMEL DRIVE, CARMEL, INDIANA
PROJECT NO.
SHEET NO.
CHECKED BY:
DRAWN BY:
SSR
DESIGNED BY:
DWG NAME:
PROJECT NO.:
W19.0582
DATE BY
06.08.2020
SSR
DATE:
SSR
Know what'sbelow.
Call before you dig.
R
APPROVAL PENDING
NOT FOR CONSTRUCTION
CARMEL SELF STORAGE
ISSUED FOR CITY REVIEW 01.13.2020 BJS
ISSUED FOR TAC REVISIONS 05.12.2020 BJS
W
S
N
E
ENGINEERS 317 | 846 - 6611
800 | 452 - 6408
317 | 843 - 0546 fax
WEIHE
Land Surveying | Civil Engineering
Landscape Architecture
ALLAN H. WEIHE, P.E., L.S. - FOUNDER
10505 N. College Avenue
Indianapolis, Indiana 46280
weihe.net
Build with confidence. SM
STEVEN SCOTT RUCKER, PE No. 11300279
06/08/2020
TAC REVISIONS 03.30.2020 BJS
ISSUED FOR TAC REVISIONS 06.08.2020
PROJECT BM
HARRISON MONUMENT AT THE EAST QUARTER CORNER OF SECTION 36, TOWNSHIP18
NORTH, RANGE 03 EAST PER HAMILTON COUNTY SURVEYOR'S OFFICE CORNER
NUMBER 18033606. LOCATED IN THE SOUTHBOUND LANE OF RANGELINE ROAD
APPROXIMATELY 190 FEET NORTH OF THE INTERSECTION OF EXECUTIVE DRIVE AND
RANGELINE ROAD.
ELEV.844.55 (NAVD 88)
SITE TBM
CUT 'X' ON THE SOUTH BONNET BOLT OF A FIRE HYDRANT LOCATED APPROXIMATELY 22
FEET NORTHWEST OF THE NORTHWEST CORNER OF THE SURVEYED REAL ESTATE ON
THE SOUTH SIDE OF CARMEL DRIVE.
ELEV.831.54 (NAVD 88)
BENCHMARK INFORMATION
APPROXIMATELY 4.3 ACRES LOCATED AT 147 AND 155 WEST CARMEL DRIVE - PART
OF SOUTHEAST 1
4, SECTION 36, TOWNSHIP 18 NORTH, RANGE 3 EAST, CLAY
TOWNSHIP, HAMILTON COUNTY, INDIANA
DRAINAGE PLAN NOTES
DOWNSPOUTS TO CONNECT TO PROPOSED ROOF DRAIN. COORDINATE
WITH ARCHITECTURAL PLANS.
TRENCH DRAIN
CONNECT TRENCH DRAIN TO PROPOSED STRUCTURE
WATER QUALITY UNIT
CONTROL STRUCTURE
DIVERSION STRUCTURE
12' WIDE EMERGENCY OVERFLOW.
EXTEND EXISTING CULVERT PIPE UNDERNEATH THE NEW SIDEWALK.
PIPE TO FOLLOW THE SLOPE OF THE EXISTING GRADE TO PRESERVE
POSITIVE DRAINAGE. CONNECT TO STRUCTURE 900.
RECONNECT 6" OUTLET FROM THE DRAIN TO STRUCTURE 304.
NATIVE PLANTINGS WITHIN BASIN. REFER TO SPECS ON SHEET C601.
SIGN FOR NATIVE PLANTINGS. DETAIL ON SHEET C601.
CONNECT STRUCTURE 900 TO EXISTING 15" PIPE WITH 12" OF 15" PIPE.
STONE LEVEL SPREADER WITH UNDER DRAIN. REFER TO DETAIL ON
SHEET C601
1
2
3
4
5
6
7
8
9
10
11
12
13
C
D D D D D D
D
D D
D D D D D D D
D
D
D
D
D D D D D D D D D D D D D D D D
D D D D
D D D D D D D D D D D D D D D D
STM STM
STM STM STM STM
STM STM STM STM STM STM
STM
ESMT. FOR BMP,
DETENTION, AND ACCESS
ESMT. FOR BMP,
DETENTION, AND ACCESS
ESMT. FOR BMP,
DETENTION, AND ACCESS
ESMT. FOR BMP,
DETENTION, AND ACCESS
DRY POND
9
13
17
16
14
14
6
6
20
20
7
7
7
7
7
8
9
22
22
10
15
7
17
2
2
SD SD SD SD SD SD SD SD SD SD SD SD SD SD
IP
SF SF
SF SF SF SF SF
SF SF SF SF SF SF
SF
SF
SF
IP
IP IP
IP
1
3
19
SF
SF
SF
SF
SF
SF
SF
4
4
4
5
5
5
7
21
10
9
11 12
15
15
18
4
4
22 23
2 2
10
10
13
10
16
21
24
25
26 25 26
2
SF
SF
4
22
22
25
25
GENERAL NOTES
1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
VERIFY WITH THE OWNER DURING BIDDING AND DURING
CONSTRUCTION ACTIVITIES ALL ITEMS TO BE REMOVED. IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ANY
MATERIALS AND/OR STRUCTURES NOT LOCATED ON THIS SURVEY
FOR THE INSTALLATION OF THE NEW WORK.
2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
VERIFY ALL EXISTING UTILITIES PERTAINING TO THEIR PHASE OF
WORK, AND TO VERIFY WHICH UTILITIES WILL BE REMOVED BY
UTILITY COMPANY. ANY AND ALL UTILITIES NOT REMOVED BY THE
UTILITY COMPANY SHALL BE REMOVED BY THE CONTRACTOR.
3. UTILITIES ARE SHOWN TO BE APPROXIMATE AND SHALL BE
RELOCATED AND/OR CAPPED AND ABANDONED BEFORE
CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.
4. ALL DEMOLITION MATERIAL AND SALVAGEABLE MATERIAL IS THE
PROPERTY OF THE DEMOLITION CONTRACTOR AND SHALL BE
PROPERLY DISPOSED OF OFF THE SITE.
5. SLABS ON GRADE MUST BE REMOVED COMPLETELY AND TAKEN
OFF THE SITE.
6. ALL UTILITIES MUST REMAIN ACTIVE FOR AREA TENANTS THAT
ARE REMAINING. NO UTILITY SERVICE SHALL BE INTERRUPTED
DURING THE CONSTRUCTION PROCESS.
7. BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR
REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR
EXACT INFORMATION.
8. ANY EXISTING TREE(S) THAT MAY REQUIRE REMOVAL BUT ARE
NOT SHOWN ON THE PLAN AS BEING REMOVED MAY BE DONE SO,
AS LONG AS THE TREE(S) ARE RELOCATED TO AN APPROVED
ALTERNATIVE LOCATION ON SITE.
9. IF THERE ARE ANY QUESTIONS CONCERNING THIS DEMOLITION
PLAN, PLEASE CONTACT THE ENGINEER BEFORE CONTINUING
WORK.
10. CONTRACTOR TO CONNECT BACK ANY FIELD TILES FOUND DURING
EXCAVATION AND MAINTAIN POSITIVE DRAINAGE.
SITE PREPARATION / SWPPP PHASE 1 NOTES
INSTALL PERMIT POSTING AREA. 4" PVC TUBE WITH END CAPS ATTACHED TO
PROJECT CONSTRUCTION SIGN TO CONTAIN APPROVED CONSTRUCTION
DRAWINGS AND PERMITS FOR INSPECTORS.
USE EXISTING DRIVE AS CONSTRUCTION ENTRANCE. REFER TO DETAIL ON SHEET
C105 IF THE ENTIRE ASPHALT DRIVE IS REMOVED DURING CONSTRUCTION.
INSTALL CONCRETE WASHOUT. REFER TO DETAIL ON SHEET C105
INSTALL SILT FENCE. REFER TO DETAIL ON SHEET C105
INSTALL SILT WORM OR EQUAL. REFER TO DETAIL ON SHEET C106
LIMITS OF PROPOSED BUILDING
REMOVE STORM SEWER LINE(S) AND APPURTENANCES AS SHOWN. COORDINATE
WITH SHEET C600 FOR NEW LOCATION(S).
DISCONNECT AND RELOCATE SANITARY SEWER LINE(S) AND APPURTENANCES AS
SHOWN. COORDINATE WITH SHEET C800, ARCHITECTURAL DRAWINGS AND
SERVICE PROVIDER FOR NEW LOCATION(S).
DISCONNECT AND RELOCATE WATER SERVICE LINE(S) AND APPURTENANCES AS
SHOWN. COORDINATE WITH SHEET C800, ARCHITECTURAL DRAWINGS AND
SERVICE PROVIDER FOR NEW LOCATION(S).
DISCONNECT AND RELOCATE ELECTRIC SERVICE LINE(S) AND APPURTENANCES
AS SHOWN. COORDINATE WITH SHEET C800, ARCHITECTURAL DRAWINGS AND
SERVICE PROVIDER FOR NEW LOCATION(S).
DISCONNECT AND RELOCATE TELEPHONE SERVICE LINE(S) AND APPURTENANCES
AS SHOWN. COORDINATE WITH SHEET C800, ARCHITECTURAL DRAWINGS AND
SERVICE PROVIDER FOR NEW LOCATION(S).
DISCONNECT AND RELOCATE CABLE SERVICE LINE(S) AND APPURTENANCES AS
SHOWN. COORDINATE WITH SHEET C800, ARCHITECTURAL DRAWINGS AND
SERVICE PROVIDER FOR NEW LOCATION(S).
DISCONNECT AND RELOCATE GAS SERVICE LINE(S) AND APPURTENANCES AS
SHOWN. COORDINATE WITH SHEET C800, ARCHITECTURAL DRAWINGS AND
SERVICE PROVIDER FOR NEW LOCATION(S). CONTACT CHAD MILLER WITH
VECTREN TO HAVE THE SERVICE LINE AND METER RETIRED OR RELOCATED
PRIOR TO THE EXISTING BUILDING BEING DEMOLISHED.
REMOVE BUILDING AND APPURTENANCES FROM EXISTING BUILDING LOCATION.
REMOVE EXISTING CONCRETE STOOPS TO NEAREST JOINT (IF APPLICABLE)
SAWCUT AND REMOVE EXISTING PAVEMENT FULL DEPTH.
REMOVE EXISTING LANDSCAPING AND VEGETATION
REMOVE EXISTING SIGN
STAGING AREA. PROVIDE CONSTRUCTION DUMPSTER, FUELING AREA, AND
PORT-O-LET AS NEEDED.
REMOVE EXISTING BOLLARDS
REMOVE AND RELOCATE EXISTING WHEEL STOPS
REMOVE EXISTING FENCE
REMOVE EXISTING GATE
RAISE STRUCTURE TO THE NEW PAVEMENT GRADE. REFER TO SHEET C300 FOR
NEW ELEVATIONS.
SAWCUT AND REMOVE PAVEMENT FOR NEW WATER TAP AND STORM SEWER.
REMOVE END SECTIONS. 15" PIPES TO BE EXTENDED. REFER TO SHEET C600.
C102
STORMWATER POLLUTION PREVENTION PLAN PHASE I
W190582-C100 swppp1
SWPPP PHASE 1 LEGEND
- INLET PROTECTION - USE SUBSURFACE
INLET PROTECTION WITH OVERFLOW
CAPABILITY
- STAGING AREA
- POSTING AREA - 4" PVC TUBE WITH END CAPS
ATTACHED TO PROJECT CONSTRUCTION SIGN
TO CONTAIN APPROVED CONSTRUCTION
DRAWINGS AND PERMITS FOR INSPECTORS.
- SILT WORM OR EQUAL
- CONCRETE WASHOUT
- SILT FENCE
- LIMITS OF DISTURBANCE
SD
IP
SF
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
D
EROSION CONTROL NOTES
1. ALL DISTURBED AREAS SHALL BE SODDED OR SEEDED, EXCEPT
BUILDING PAD AND LANDSCAPE BEDS. SEE LANDSCAPE PLANS FOR
LOCATION OF LANDSCAPE BEDS.
2. INSTALL SILT FENCE ALONG ALL DOWNSTREAM SLOPES. SILT
FENCE TO FOLLOW CONTOUR.
3. THERE SHALL BE NO DIRT, DEBRIS OR STORAGE OF MATERIAL IN
THE STREET.
CONTACT PERSON FOR EROSION
CONTROL & SEDIMENT PRACTICES
EROSION CONTROL SPECIFICATIONS
1. THIS PLAN IS DESIGNED AS AN ATTEMPT TO PREVENT ANY AND ALL
SEDIMENT FROM LEAVING THE CONSTRUCTION SITE BY WAY OF
EROSION. IF EROSION OF SEDIMENT FROM THE SITE IS TAKING
PLACE, THE CONTRACTOR AND/OR OWNER SHALL TAKE
PREVENTATIVE ACTION IMMEDIATELY. THE ENGINEER SHALL BE
CONSULTED IN THE EVENT THIS HAPPENS.
2. TEMPORARY SEEDING IS TO BE APPLIED TO ANY DISTURBED AREA
THAT WILL REMAIN UNALTERED IN EXCESS OF 15 DAYS.
3. PERMANENT SEEDING IS TO BE APPLIED IMMEDIATELY TO AREAS
THAT HAVE ACHIEVED FINAL AND FINISHED GRADE.
4. PRESERVE EXISTING VEGETATION ON THE SITE WHENEVER AND
WHEREVER POSSIBLE TO PREVENT TOPSOIL EROSION.
5. ALL SEDIMENT CAPTURING MEASURES SHALL BE IMPLEMENTED
PRIOR TO THE DISTURBANCE OF THE CONSTRUCTION AREA THEY
ARE INTENDED TO SERVICE. ALL EROSION CONTROL MEASURES
PROPOSED ARE TO BE PROPERLY MAINTAINED TO CONTINUE THEIR
EFFECTIVENESS.
6. IF GRADING OCCURS DURING THE MONTHS OF DECEMBER, JANUARY
OR FEBRUARY DORMANT SEEDING PROCEDURES SHALL BE USED.
7. DURING DRY WEATHER, KEEP LAWNS WATERED WITH SPRINKLERS
OR OTHER APPROVED METHODS. RESEED ANY AREAS NOT
GERMINATING OR DAMAGED AT INTERVALS AS MAY BE REQUIRED
ACCORDING TO SEASONAL CONDITION AND/OR CONSTRUCTION
ACTIVITY. WATER GRASS AND EXECUTE NECESSARY WEEDING UNTIL
FULL STAND OF GRASS HAS BEEN OBTAINED.
8. THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION
CONTROL IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR
AND/OR OWNER.
9. IT SHALL BE THE CONTRACTOR'S AND/OR OWNER'S RESPONSIBILITY
TO MINIMIZE SEDIMENTATION (FROM ON-SITE CONSTRUCTION
ACTIVITIES) FROM BEING DEPOSITED ONTO ADJACENT PROPERTIES
AND RECEIVING STREAMS/DITCHES IN STRICT COMPLIANCE WITH
"RULE 5" (327 IAC 15-5, CONSTRUCTION ACTIVITY STORM WATER
RUNOFF CONTROL). IT SHALL ALSO BE THE CONTRACTOR'S AND/OR
OWNER'S RESPONSIBILITY TO OBTAIN ANY APPROVALS REQUIRED
FROM THE LOCAL AUTHORITY AND TO SUBMIT A COMPLETE NOTICE
OF INTENT LETTER TO THE OFFICE OF WATER MANAGEMENT,
INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT PRIOR TO
ANY CONSTRUCTION ACTIVITY.
10. FOR SEASONAL VARIATIONS - SEE SEASONAL SOIL PROTECTION
CHART IN THESE PLANS.
11. PORTABLE TOILETS MUST BE ANCHORED.
WEIHE ENGINEERS, INC.
10505 N. COLLEGE AVE.
INDIANAPOLIS, IN 46268
TELEPHONE: (317) 846-6611
FAX: (317) 843-0546
EMAIL: PARKERF@WEIHE.NET
CONTACT PERSON: FRED PARKER, CPESC
LINE TYPES
UNDERGROUND GAS
UNDERGROUND WATER
AERIAL ELECTRIC
UNDERGROUND ELECTRIC
UNDERGROUND COMMUNICATIONS
AERIAL COMMUNICATIONS
OVERHEAD UTILITY
FORCE MAIN
RIGHT OF WAY LINE
CHAIN LINK FENCE
BOARD FENCE
WROUGHT IRON FENCE
GUARD RAIL
HAND RAIL
SILT FENCE
BUILDING SETBACK LINE
BOUNDARY LINE
FLOW LINE
G G G
W W
E(A) E(A)
E E E
C C C
C(A) C(A)
OHU OHU
FM FM
SF SF
FO(A) FO(A) AERIAL FIBER OPTIC CABLE
SECTION LINE
FARM FENCE
FO FO UNDERGROUND FIBER OPTIC
INDEX CONTOUR
INTERMEDIATE CONTOUR
SANITARY SEWER
STORM SEWER
REVISIONS AND ISSUES
Part of Section 36, Township 18 North, Range 3 East, Hamilton County, Indiana
W19.0582
PREPARED FOR:
147 & 155 WEST CARMEL DRIVE, CARMEL, INDIANA
PROJECT NO.
SHEET NO.
CHECKED BY:
DRAWN BY:
SSR
DESIGNED BY:
DWG NAME:
PROJECT NO.:
W19.0582
DATE BY
06.08.2020
SSR
DATE:
SSR
Know what'sbelow.
Call before you dig.
R
APPROVAL PENDING
NOT FOR CONSTRUCTION
CARMEL SELF STORAGE
ISSUED FOR CITY REVIEW 01.13.2020 BJS
ISSUED FOR TAC REVISIONS 05.12.2020 BJS
W
S
N
E
ENGINEERS 317 | 846 - 6611
800 | 452 - 6408
317 | 843 - 0546 fax
WEIHE
Land Surveying | Civil Engineering
Landscape Architecture
ALLAN H. WEIHE, P.E., L.S. - FOUNDER
10505 N. College Avenue
Indianapolis, Indiana 46280
weihe.net
Build with confidence. SM
STEVEN SCOTT RUCKER, PE No. 11300279
06/08/2020
TAC REVISIONS 03.30.2020 BJS
ISSUED FOR TAC REVISIONS 06.08.2020
PROJECT BM
HARRISON MONUMENT AT THE EAST QUARTER CORNER OF SECTION 36, TOWNSHIP18
NORTH, RANGE 03 EAST PER HAMILTON COUNTY SURVEYOR'S OFFICE CORNER
NUMBER 18033606. LOCATED IN THE SOUTHBOUND LANE OF RANGELINE ROAD
APPROXIMATELY 190 FEET NORTH OF THE INTERSECTION OF EXECUTIVE DRIVE AND
RANGELINE ROAD.
ELEV.844.55 (NAVD 88)
SITE TBM
CUT 'X' ON THE SOUTH BONNET BOLT OF A FIRE HYDRANT LOCATED APPROXIMATELY
22 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE SURVEYED REAL ESTATE
ON THE SOUTH SIDE OF CARMEL DRIVE.
ELEV.831.54 (NAVD 88)
BENCHMARK INFORMATION
21
22
23
DEMO ASPHALT
EXISTING CONCRETE
EXISTING ASPHALT
EXISTING AREAS
TOTAL SITE = 4.37 AC.
DISTURBED = 1.20 AC.
PERVIOUS = 0.65 AC.
IMPERVIOUS = 3.72 AC.
24
25
26
ENTRANCE NOTE
CONTRACTOR TO KEEP THE EXISTING
DRIVE OPEN DURING CONSTRUCTION
TO ALLOW EMERGENCY EQUIPMENT
AND ACCESS TO BACK UNITS.
DEMO ASPHALT
EXISTING CONCRETE
EXISTING ASPHALT
STONE
* SITE DISCHARGE POINT
EXISTING AREAS
TOTAL SITE = 4.37 AC.
DISTURBED = 1.20 AC.
PERVIOUS = 0.65 AC.
IMPERVIOUS = 3.72 AC.
C
C C
C
C C
C
C100
EXISTING CONDITIONS
W190582-C100 existing conditions
REVISIONS AND ISSUES
Part of Section 36, Township 18 North, Range 3 East, Hamilton County, Indiana
W19.0582
PREPARED FOR:
147 & 155 WEST CARMEL DRIVE, CARMEL, INDIANA
PROJECT NO.
SHEET NO.
CHECKED BY:
DRAWN BY:
SSR
DESIGNED BY:
DWG NAME:
PROJECT NO.:
W19.0582
DATE BY
06.08.2020
SSR
DATE:
SSR
APPROVAL PENDING
NOT FOR CONSTRUCTION
CARMEL SELF STORAGE
ISSUED FOR CITY REVIEW 01.13.2020 BJS
ISSUED FOR TAC REVISIONS 05.12.2020 BJS
ENGINEERS 317 | 846 - 6611
800 | 452 - 6408
317 | 843 - 0546 fax
WEIHE
Land Surveying | Civil Engineering
Landscape Architecture
ALLAN H. WEIHE, P.E., L.S. - FOUNDER
10505 N. College Avenue
Indianapolis, Indiana 46280
weihe.net
Build with confidence. SM
STEVEN SCOTT RUCKER, PE No. 11300279
06/08/2020
TAC REVISIONS 03.30.2020 BJS
ISSUED FOR TAC REVISIONS 06.08.2020
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EXISTING AREAS
TOTAL SITE = 4.37 AC.
DISTURBED = 1.20 AC.
PERVIOUS = 0.65 AC.
IMPERVIOUS = 3.72 AC.
PROJECT BM
HARRISON MONUMENT AT THE EAST QUARTER CORNER OF SECTION 36, TOWNSHIP18
NORTH, RANGE 03 EAST PER HAMILTON COUNTY SURVEYOR'S OFFICE CORNER
NUMBER 18033606. LOCATED IN THE SOUTHBOUND LANE OF RANGELINE ROAD
APPROXIMATELY 190 FEET NORTH OF THE INTERSECTION OF EXECUTIVE DRIVE AND
RANGELINE ROAD.
ELEV.844.55 (NAVD 88)
SITE TBM
CUT 'X' ON THE SOUTH BONNET BOLT OF A FIRE HYDRANT LOCATED APPROXIMATELY 22
FEET NORTHWEST OF THE NORTHWEST CORNER OF THE SURVEYED REAL ESTATE ON
THE SOUTH SIDE OF CARMEL DRIVE.
ELEV.831.54 (NAVD 88)
BENCHMARK INFORMATION
DEMO ASPHALT
EXISTING CONCRETE
EXISTING ASPHALT
STONE
* SITE DISCHARGE POINT
STORM SEWERS AND POSITIVE DRAINAGE PRESERVED.
11. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER THAT ALL LANDSCAPE REQUIREMENTS ARE MET
AND CONFORM TO APPLICABLE LOCAL STANDARDS.
12. THE SITE DOES NOT LIE IN A SPECIAL FLOOD HAZARD AREA AS ESTABLISHED BY THE FEDERAL
EMERGENCY MANAGEMENT AGENCY - NATIONAL FLOOD INSURANCE PROGRAM, WHEN PLOTTED BY
SCALE ON FLOOD INSURANCE RATE MAP #18057C0209 G, DATED NOVEMBER 19, 2014.
13. BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD
SURVEYS & PLAT FOR EXACT INFORMATION.
14. THIS SITE DOES NOT CONTAIN ANY WETLANDS AT SHOWN ON THE U.S. DEPARTMENT OF THE INTERIOR
FISH AND WILDLIFE SERVICE; NATIONAL WETLANDS INVENTORY MAP.
GENERAL NOTES
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CITY OF CARMEL PLANNING
ONE CIVIC SQUARE
CARMEL, IN 46032
ANGIE CONN / ALEXIA LOPEZ
TEL: 317/571-2417
CITY OF CARMEL ENGINEERING
ONE CIVIC SQUARE
CARMEL, IN 46032
JOHN THOMAS / ALEX JORDAN
TEL: 317/571-2441
CITY OF CARMEL BLDG SERVICES
ONE CIVIC SQUARE
CARMEL, IN 46032
JIM BLANCHARD
TEL: 317/571-2444
CITY OF CARMEL FIRE DEPARTMENT
TWO CIVIC SQUARE
CARMEL, INDIANA 46032
CHRIS ELLISON
TEL: 317/571-2600
CARMEL CITY UTILITIES
30 W MAIN ST, SUITE 220
CARMEL, INDIANA 46032
JOHN DUFFY
TEL: 317/571-2648
HAMILTON COUNTY SURVEYOR
ONE HAMILTON COUNTY SQUARE
SUITE 188
NOBLESVILLE, INDIANA 46060
TEL: 317/776-8495
HAMILTON COUNTY HIGHWAY DEPT
1700 SOUTH 10TH STREET
NOBLESVILLE, INDIANA 46060
TEL: 317/773-7770
HAMILTON COUNTY HEALTH DEPARTMENT
18030 FOUNDATION DR. SUITE A
NOBLESVILLE, INDIANA 46060
JASON LEMASTER
TEL: 317/776-8500
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
10701 NORTH COLLEGE AVENUE, SUITE A
INDIANAPOLIS, IN 46280-1098
RYAN HARTMAN
TEL: 317/844-9200
DUKE ENERGY
100 SOUTH MILL CREEK RD.
NOBLESVILLE, INDIANA 46060
TEL: 317/776-5352
COMCAST
9750 E. 150th STREET
SUITE 1600
NOBLESVILLE, INDIANA 46060
TEL: 317/776-4495
VECTREN GAS
P.O. BOX 1700
NOBLESVILLE, INDIANA, 46060
TEL: 317/776-5573
AT&T
5858 NORTH COLLEGE
INDIANAPOLIS, INDIANA 46220
TEL: 317/252-5168
OPERATING AUTHORITIES
PLANS PREPARED BY
WEIHE ENGINEERS, INC.
10505 N. COLLEGE AVE.
INDIANAPOLIS, INDIANA 46280
TELEPHONE: (317) 846-6611
FAX: (317) 843-0546
CONTACT PERSON: SCOTT RUCKER, P.E.
EMAIL: RUCKERS@WEIHE.NET
REVISIONS AND ISSUES
Part of Section 36, Township 18 North, Range 3 East, Hamilton County, Indiana
W19.0582
PREPARED FOR:
147 & 155 WEST CARMEL DRIVE, CARMEL, INDIANA
PROJECT NO.
SHEET NO.
CHECKED BY:
DRAWN BY:
SSR
DESIGNED BY:
DWG NAME:
PROJECT NO.:
W19.0582
DATE BY
06.08.2020
SSR
DATE:
SSR
Know what'sbelow.
Call before you dig.
R
APPROVAL PENDING
NOT FOR CONSTRUCTION
CARMEL SELF STORAGE
ISSUED FOR CITY REVIEW 01.13.2020 BJS
ISSUED FOR TAC REVISIONS 05.12.2020 BJS
ENGINEERS 317 | 846 - 6611
800 | 452 - 6408
317 | 843 - 0546 fax
WEIHE
Land Surveying | Civil Engineering
Landscape Architecture
ALLAN H. WEIHE, P.E., L.S. - FOUNDER
10505 N. College Avenue
Indianapolis, Indiana 46280
weihe.net
Build with confidence. SM
STEVEN SCOTT RUCKER, PE No. 11300279
06/08/2020
TAC REVISIONS 03.30.2020 BJS
ISSUED FOR TAC REVISIONS 06.08.2020
CARMEL DR.
CITY CENTER DR.
MAIN ST.
RANGELINE RD. RANGELINE RD.
GUILFORD RD.
MAIN ST.
116th ST.
CITY CENTER DR.
PENNSYLVANIA ST.
US 31
US 31
OLD MERIDIAN ST.
KEYSTONE AVE.
KEYSTONE AVE.
CARMEL DR.
116th ST. 116th ST.
CARMEL DR.
RANGELINE RD. RANGELINE RD.
SHEET INDEX
Sheet Number Sheet Title
C001 TITLE SHEET
1 & 2 ALTA NSPS LAND TITLE SURVEY
C100 EXISTING CONDITIONS
C101 EXISTING CONDITIONS
C102 STORMWATER POLLUTION PREVENTION PLAN PHASE I
C103 STORMWATER POLLUTION PREVENTION PLAN PHASE II
C104 STORMWATER POLLUTION PREVENTION PLAN SPECS
C105 STORMWATER POLLUTION PREVENTION PLAN DETAILS
C106 STORMWATER POLLUTION PREVENTION PLAN DETAILS
C200 SITE PLAN
C201 SITE PLAN DETAILS
C300 GRADING PLAN
C600 DRAINAGE PLAN
C601 DRAINAGE DETAILS
C602 DRAINAGE DETAILS
C603 OVERFLOW ROUTING PLAN
C604 OVERFLOW ROUTING PLAN
C800 UTILITY PLAN
C801 UTILITY PLAN DETAILS
C900 SPECIFICATIONS
C901 SPECIFICATIONS
C902 SPECIFICATIONS
L100 LANDSCAPE PLAN
L200 LANDSCAPE PLAN DETAILS
CITY OF CARMEL STANDARD NOTES
1. NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT
PERMIT
2. THESE PLANS COMPLY WITH ALL ADA REQUIREMENTS.
3. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER.
UTILITY LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSED
DEVELOPMENT SHALL BE THE DEVELOPER TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED
TO BE RELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.
4. ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES AND BRIDGES ACROSS THE FRONTAGE OF THIS
DEVELOPMENT ARE INDICATED ON THE PLANS. PROVISIONS HAVE BEEN MADE TO IMPROVE OR REPLACE ANY
DRAINAGE STRUCTURES AND BRIDGES AS NECESSARY OR AS REQUEST BY THE CITY TO ACCOMMODATE THE
PAVEMENT WIDENING, AUXILIARY LANES, MULTI-USE PATH, AND ANY OTHER REQUIRED IMPROVEMENTS TO
THE PROPERTY OR THE ROADWAY. THE COST TO IMPROVE OR REPLACE ANY DRAINAGE STRUCTURES AND
BRIDGES WILL BE BORNE BY THE DEVELOPER.
5. 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.
6. 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.
DESIGN DATA
EXISTING ZONING: I-1
ZONING OVERLAY: RANGELINE OVERLAY (RL-OL)
TOTAL ACREAGE: 4.37 ACRES
NET ACREAGE: 4.37 ACRES
LIMITS OF DISTURBANCE: 1.20 ACRES
BUILDING COVER RATIO: 11%
BUILDING SQUARE FOOTAGE: 20,121 SQUARE FEET
IMPERVIOUS COVER RATIO: 87% (MAXIMUM ALLOWED - 90%)
SETBACKS: 0' FRONT, 0' BACK