HomeMy WebLinkAboutC-3 Site Development PlanPAVEMENT.
GRANULAR
BACKFILL.
EMERGENCY SPILLWAY
ELEVATION 826.00'
VARIES
8' -12"
6'
GOMPAC,1 ED SUBGRADE THE UPPER 6 INCHES SHALL COMPLY
WITH THE DENSITY REQUIREMENTS OF THE CONTRACT IMMEDIATELY
PRIOR TO PLACING THE MATERIAL THEREON. ALL SOFT,YIELDING
OR UNSUITABLE MATERIAL, WHIGH CANNOT BE COMPAQ I ED
SATIFAGTORILY, SHALL BE REMOVED. ALL ROCK ENCOUNTERED
SHALL BE REMOVED OR BROKEN OFF AT LEAST 6 INCHES
BELOW THE SUBGRADE SURFACE. ANY HOl FS OR DEPRESSIONS
RESULTING FROM THE REMOVAL OF UNSUITABLE MATERIAL, SHALL
BE FILLED WITH SATIFAGTIORY MATERIAL AND COMPACTED TO
CONFORM WITH THE SURROUNDING SUBGRADE SURFACE.
WHERE SIDEWALK IS CONSTRUCTED ADJACENT TO THE CURB, THE
SPACE BEHIND THE NEW GURB SHALL BE FILLED \MTH GRANULAR
MATERIAL TO THE REQUIRED ELEVATION AND GOMPAC.1 ED
IN LAYERS NOT TO EXCEED 4 INCHES
WHERE SIDEWALK IS NOT CONSTRUCTED ADJGENT TO THE CURB
THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE
MATERIAL_ TO THE REQUIRED ELEVATION ,AND COMPACTED IN
LAYERS NOT TO EXCEED 4 INCHES.
STRAIGHT CURB SECTION
1/2" 1 1 I
O' 1" 2 3
15' -0' DRAINAGE EASEMENT FROM TOP OF BANK OF
HAWKINS REGULATED DRAIN AS ESTABLISHED BY
NON- ENFORGEMENT AGREEMENT FOR D 1 ENTION
AREA AND RECORDED AS INSTRUMENT 8814018.
HIGH POINT OF NATURAL GRADE.
13 ACKFILL.
TOPSOIL.
(STING
GROUND.
5-0" DRAINAGE EASEMENT FROM TOP OF BANK OF
HAWKINS REGULATED DRAIN AS ESTABLISHED BY
NON ENFORCEMENT AGREEMENT FOR DRIVE AND
PARKING AND RECORDED AS INSTRUMENT 9104036.
70 DRAINAGE EASEMENT FROM TOP OF BANK OF
HAWKINS REGULATED DRAIN AS ESTABLISHED BY
NON ENFORCEMENT AGREEMENT FOR PROPOSED
BUILDINGS AND RECORDED AS INSTRUMENT 8814018.
APPROXIMATE TOP OF BANK OF HAWKINS REGULATED
DRAIN PER CERTIFIED SURVEY DATED MARCH 27,1972,
(JOB NO. 711172 -72536 WEIHE ENGINEERS, INC.) AS
ACCEPTED BY HAMILTON GO. SURVEYOR FOR
ENCROACHMENT INSTRUMENT 8814018 AND 8814012.
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TYPICAL PAVEMENT SECTION
3" =1' -0"
O' 1" 2 3 0
NEW 6' HIGH CONCRE h CURB. SEE DETAIL 2/G-3.
ZONING CLASSIFICATION: 1 -1.
0
0 z,
0
.j
LIMIT OF DETENTION AREA
HIGH POINT OF NATURAL GRADE.
ry #11B SURFACE.
tNi #9 BINDER.
(9 #53 STONE.
COMPACTED AND
WELL DRAINED
SUBGRADE.
NEW ASPHALT GONGRETE PAVING. SEE DETAIL 1/C-3.
NEW PRECAST CONCRETE WHEELSTOPS.
An MINIM MIMI
C -3
N 89'43'09" W 66634
6 -O 12'
N
ZONING CLASSIFICATION: R -1.
WIDE CONCRE E STOOP.
END TO DRIVEWAY. SEE
HEET A-1.
EXISTING MANUFACTURING
5,515 SQ. FT.
EMOLISH EXISTING PAVEMENT.
FT A
r
STOOP.
-0 WIDE CONCRETE S
ND TO PARKING LOT. SEE
��HEET A -1.
(STING ELECTRICAL
RANSFORMER EQUIPMENT.
EW YARD TO MATCH
f�i l I., /Llli
10 DRAINAGE EASEMENT
15-0" UTILITY EASEMENT
HIGH POINT OF NATURAL GRADE.
r
x8' -0" CONCRETE MECHANICAL PAD.
EE SHEET Art.
NEW 6" HIGH CONCRETE CURB. SEE DETAIL 2/G -3.
NEW ASPHALT CONCRE E PAVING. SEE DETAIL VG
NEW COOLING TOWER
EXISTING COOLING
TOWER
NEW 12-0n0 x 32-O HIGH
BULK MATERIAL SILO.
18' -0"
18' -0"
R5'
EXISTING WAREHOUSE
34,607 SQ. FT.
4
NEW ASPHALT GONGRETE
PAVING. SEE DETAIL 1 /C-3.
NEW 6" CONCRETE CURB.
SEE DETAIL 2/C-3.
P" o
0
cP
EXISTING WAREHOUSE
4,080 SQ. FT.
EXISTING
GUARDRAILS
i
L
FFE 829.27
EXISTING MANUFACTURING
26,151 SQ. FT.
7J
d
EXISTING OFFICE
1ST FLOOR 1,800
2ND FLOOR 5,878 SQ. FT.
ANCILLARY SPACE
(TOILETS, BREAK ROOM,
LUNCH ROOM) 3,558 SQ. FT.
f
f
0 PPO G
EXISTING GONG. WALK
0
0
0
0
C
r
L
N89 °51'24° 70.
1" 30—O"
0
cn
0
0
A 7
ryY
ZONING CLASSIFICATION: I -1.
O'5' 10' 25' 50'
OFFICE SPACE
MANUFACTURING
WAREHOUSE
ADDITION
MANUFACTURING
WAREHOUSE
ZONING CLASSIFICATION: 11.
-.e
PARKING SPACE REQUIREMENTS:
SITE DEVELOPMENT PLAN
LEGEND
PROPERTY LINE
EXISTING EASEMENT LINE
EXISTING 15' NON ENFORCEMENT
EASEMENT FOR STORM D)r 1 ]✓NYLON
EXISTING 70 NON ENFORGEMENT
EASEMENT FOR BUILDINGS
EXISTING 5-O' NON ENFORCEMENT
EASEMENT FOR PARKING AND DRIVE
EXISTING DRAN/SWALE FLOWLINE
MATERIAL TO BE DEMOLISHED.
NEW 6' HIGH GONGRE 1 E GURB.
SEE DETAIL 2/A-3.
NEW PAVEMENT. SEE DETAIL 1/C-3.
EXISTING PARKING SPACES 88
PROPOSED PARKING SPACES 33
TOTAL SITE PARKING SPADES 121
7,678 SQ. FT. 300 SQ. FT. PER PARKING SPACE
31,666 SQ. FT. 500 SQ. FT. PER PARKING SPACE
38,687 SQ. FT. 15 EMPLOYEES
2,500 SQ. FT. 500 SQ. FT. PER PARKING SPACE 5
2940 SQ. FT. NO ADDITIONAL EMPLOYEES
TOTAL ZONING REQUIRED PARKING SPACES 109
100 150
26
63
15
(4 N
ARCHITECTURE
N
HIMIANA
462E304020
644-13115
PROJEC
BUILDING
N0m5
EXPANSION
FOR°.
ENGINEERED
COOLING
SYSTEMS
201
WEST
CARMEL
BRINE
CA �IIVIIEL
IND[IANA
46032
REVISIONS:
DATE:
DRAWN BY:
SHEET
NUMBER:
OF:
c/
igs
C -3
THREE
DATE:
Og MAY 2004
D. L. Lockwood
CHECKED BY: M. A Swanson
APPROVED BY: M. A Swanson
PROJECT NUMBER: EGSBLDGS
COPYRIGHT 2004
MARK SWANSON ASSOCIATES, INC.