HomeMy WebLinkAbout2007 - Site Plan - Permit Review SetNorth
GRAPHIC SCALE
20 0 10 20 4!0
( IN FEET )
1 inch = 20 ft.
IRC FD.
\ LB 6426
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CONCRETE
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IRC FD. PLS 3435
0.68' EAST OG
LOT 9
P BLOCK 4
PROPOSED SITE PLAN NOT FOR CONSTRUCTION
PERMIT REVIEW SFT
SCALE: 1 "=20'-0"
PAGE INDEX IPROJECT DESCRIPTION ,
C-1 SITE PLAN, PAVING MODIFY APPROVED PARKING LOT & OPEN STORAGE YARD BY CONSTRUCTING
C-2 DRAINAGE & UTILITIES 3000 SF SINGLE STORY CONCRETE MASONRY CONSTRUCTION WAREHOUSE
C-3 DETAILS BUILDING. NEW WAREHOUSE IS TO BE SERVED BY EXISTING WATER SERVICE
C-4 DETAILS AND EXISTING LIFT STATION. MODIFY EXISTING APPROVED DRAINAGE SWALES
L-1 LANDSCAPE PLAN WITH CONSTRUCTION OF EXFILTRATION SYSTEM, RETENTION AREA AND OUTFALL
A-1 ARCHITECTURAL ELEVATIONS TO EXISTING CATCH BASIN. CONSTRUCT PARKING AREA PROVIDING SPACE FOR
TAX PARCEL NUMBERS OFFSITE PARKING (SEE PROVIDED TABLE) IN ADDITION TO REQUIRED SPACE FOR
06-31-39-00014-0100-00024.0 ON-SITE PARKING. REPLACE EXISTING LANDSCAPING AS SHOWN TO MEET
LDC REQUIREMENTS.
LE-O'AL DESCRIPTION
LOTS 24 AND 25, BLOCK 10, HARDEES ADDITION TO SEBASTIAN,
ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK
3, PAGE 1, PUBLIC RECORDS OF ST. LUDE COUNTY, FLORIDA
SAID LAND NOW LYING AND BEING IN INDIAN RIVER COUNTY,
FLORIDA.
FLOOD ZONE
"X" PER FIRM #12061 CO077G DATED JULY 30, 1999
SETBACKS
FRONT: 20'
SIDE: 0'
REAR: 10'
RO
KIRK CONSTRUCTION CO. AND JERRY ALBANESE
7127 155TH PLACE, NORTH
PALM BEACH GARDENS, FL 33418
772-589-2879
SURVEYOR
HOUSTON, SCHULKE, BITTLE & STODDARD, INC.
PROFESSIONAL LAND SURVEYORS & MAPPERS
1717 INDIAN RIVER BLVD. - SUITE 202 C
VERO BEACH, FLORIDA 32960
PHONE : (772) 794-1213
FACSIMILE : (772) 794-1096
ENGINEER
KIRKWOOD GROUP. INC.
CONSULTING ENGINEERS
805-A INDIAN RIVER DRIVE
SEBASTIAN, FLORIDA
PHONE : (772) 581-5623
FACSIMILE : (772) 646-0503
ZONING LAIN DUSE
\" \ IN - INDUSTRIAL INDUSTRIAL - EXISTING PARKING & STORAGE
�P1 \ PROPOSED - WAREHOUSE
,N�� \ EXISTING CONDITIONS
\tib 7'73 LOT 8 TOTAL SITE AREA = 13 575.98 S.F. = 100%'
+ CATCH BASIN � °
TOP ELEv-2s. BLOCK EXISTING CONCRETE (PARKINGLOT) ON LOT 24 TO BE REMOVED = 5,005.81 S.F.
\ ® PROPOSED CONDITIONS
SAN GV
BUILDING AREA 3,000 S.F. = 23%
Q PARKING AREA = 6,423 S.F. = 45%
TOTAL IMPREVIOUS AREA = 9,423 S.F. = 69%
-BENCHMARK \ TOTAL OPEN AREA = 4,153 S.F. = 31%
TOP OF IRC
i \N D 30.26 \ UTILITIES
/x W�TER\ALVE X2783 \�7e3' EXISTING - WATER SUPPLY, INDIAN RIVER COUNTY
\ ' \ EXISTING - WASTEWATER, ON-SITE LIST STATION ON LOT 23
\ \ $ FD IRC "SMITH"
-� AS HALT \ NECORNER B
PAV MENT PERMITS REQUIRED
��\ \ •� \
CITY OF SEBASTIAN, SITE PLAN APPROVAL AND BUILDING PERMIT
SJRWMD, ENVIRONMENTAL RESOURCE STORMWATER PERMIT (MODIFICATION)
% \ \ • DISTANCE TO FAR CORNER EX. SJRWMD PERMIT 42-061-41056-1
OF PROP. WAREHOUSE 238 FT. INDIAN RIVER COUNTY, ROW PERMIT
GENERAL NOTES
IRCFD. \ �� ; \ y \ 1. BOUNDARY AND TOPOGRAPHIC INFORMATION PREPARED BY HOUSTON &
"CARTER^ \ \ 7d7." PRICE, INC. DATED 10/01 ALL ELEVATIONS ARE BASED ON NGVD OF
1929. THE BENCHMARK IS TOP OF IRC #3455 AT THE N,W. CORNER
OF THE INTERSECTION OF HARRISON STREET AND HIGH STREET:
\\ '� ELEVATION = 30.26 NGBD.
\ 2. REFER TO GEOTECHNICAL REPORT PREPARED BY K.S.M. ENGINEERING
\ \ AND TESTING DATED 9/01. CONTRACTOR SHALL PROVIDE DENSITY
\ \ TEST TO ENGINEER ON ALL SUB -GRADE AND BASE. TEST SHALL BE
\ PREPARED PER ASHTO 5-180 METHOD.
\ egend & bbreviations: ( symbols not scaleable for size) 3. CONTRACTOR IS RESPONSIBLE TO CHECK ACTUAL SITE CONDITIONS
BEFORE STARTING CONSTRUCTION.
\ PLS - PROFESSIONAL LAND SURVEYOR E— - GUY WIRE 4. CONTRACTOR IS RESPONSIBLE FOR LOCATION OF ALL EXISTING UTILITIES.
PSM - PROFESSIONAL SURVEYOR & MAPPER ' - WOOD UTILITY POLE THE CONTRACTOR SHALL CONTACT ALL CONCERNED UTILITIES AT LEAST
LB - LAND SURVEYING BUSINESS ® - TELEPHONE SERVICE 48 HOURS IN ADVANCE FOR CONSTRUCTION OPERATIONS.
C - CENTERLINE ® - CABLE T.V. BOX 5. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE
RNV - RIGHT OF WAY ® - ELECTRIC BOX
L - LENGTH LIGHT POST WITHOUT PRIOR APPROVAL OF THE ENGINEER. ANY DISCREPANCIES ON
o - DELTA ANGLE - WELL THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER
E/P - EDGE OF PAVEMENT ,FIRE HYDRANT ASSEMBLY
OHE - OVERHEAD ELECTRIC LINES - GATE VALVE
BEFORE COMMENCING WORK. THE ENGINEER SHALL BE NOTIFIED AT LEAST
N
ELEV - ELEVATION BB - IRRIGATION VALVE 48 HOURS IN ADVANCE FOR ANY INSPECTION.
BLK. - BLOCK ® - WATER METER 6. CONTRACTOR SHALL OBTAIN ALL REQUIRED BUILDING PERMITS BEFORE
(P) - PLATSQ - SANITARY MANHOLE
o - PERMANENT CONTROL POINT (PCP) ® - SANITARY SERVICE COMMENCING WORK.
® - PERMANENT REFERENCE MONUMENT (PRM) ® - SEPTIC TANK 7. ALL CONSTRUCTION SHALL BE COMPLETED IN ACCORDANCE WITH THE
O - IRON PIPE (IP) �- - BACK FLOW PREVENTOR APPLICABLE ORDINANCES OF THE CITY OF SEBASTIAN.
® - IRON ROD &CAP (IRC) p - SURFACE INLET
0 - CONCRETE MONUMENT (CM) - CONCEPTUAL DRAINAGE 8. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FLORIDA
FD - FOUND —Q— - STREET SIGN DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD
(M) - MEASURED x30.00' - EXISTING ELEVATION »
F.F. - FINISH FLOOR - PROPOSED ELEVATION AND BRIDGE CONSTRUCTION: DATED 2006.
9. EROSION AND SEDIMENT CONTROL SHALL BE REQUIRED DURING
CONSTRUCTION INCLUDING 1.) SILT FENCE SHALL BE MAINTAINED AT THE
-OAK TREEW/DIA. PROJECT PERIMETER. 2.) NO OFF-SITE DISCHARGES SHALL OCCUR
DURING CONSTRUCTION.
PARKING REQUIREMENTS
SUMMARY OF EXISTING SITE PLANNED PARKING LOT AND SWEETBRIAR STORAGE TOTAL ONSITE OFFSITE (LOT 24 & 25)
PRE-EXISTING PARKING REQUIREMENTS ON LOTS 21,22,23 17 6 11
EXISTING PARKING REQUIREMENT ON LOT 21,22,23 11 6 5
PROPOSED REVISED SITE PLAN FOR WAREHOUSE ON LOTS 24 & 25 REQUIRED PROVIDED
OFFICE SPACE = 465 S.F. 1 SPACE/200 S.F. = 2.6 = 3 3 3
WAREHOUSING 1 SPACE/1000 S.F. OF WAREHOUSE 2535 S.F. 3 3
CURRENT PARKING NEEDS FOR LOTS 21,22,23 PER EXISTING BUSINESS & STORAGE TENANTS 5 5
HANDICAP 1 1
ADDITIONAL PARKING 0 2 EXTRA (INCL.
1 HANDICAP)
TOTAL PARKING 9 14
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DATE i
4/8/07
DESIGNED BY
MC
DRAWN BY
GT
CHECKED BY
MC ,
FILE NUMBER
NONE
i
PROJECT NO.
SHEET OF
1 6
DRAWING NO.
c- 1
41ju
North
GRAPHIC SCALE
LOT 5
BLOCK 10
(n1FZET)
1 inch = 20 &
LOT 4
BLOCK 10
I
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lt`0s P
\°
FO 4"X4"
CONCRETE
MONUMENT
N
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°
LOT 1 ` \
BLOCK 10
( OCCUPIED) \ \ \
x28.24
\ LOT 10
BLOCK 4
8.42'
.4
LOT 2 °\
Ll
BLOCK 10 Q a DRI CRETE
( OCCUPIED) 0.70' w►DE BLOCK \ eae' \ \ �O
a RETAINING WALL -,{D ff \ O�
° a X27x�5.12'
L1 ° ° IR FD. PLS 3435 -0
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A� IRC FD. PLS 3435 00 �G
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0 7�N s 3 ° ® Na p ��Z 2� �. 'Cn LOT 9
3a yg P',P c�, �y0 5 0o s.9r \ •,� N� BLOCK 4
FDI905 - 1 0 e ' 3ti O �O� ?,� 1� (P \ <OQ�%1
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OT 24o \ �,O \. 7 N
!, '\ BOK '{ / \ 4 8.78' �
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° a ° �� 1Z �\ ` �\ 03'
° x31.59' \ \
SANG 5��, a . ' ` '� + 1.63' \ 1� 7.73'
s CATCH BASIN
TOP ELEV,- 28. '
-° r.
LOT 23 °
BLOCK 10 O
( OCCUPIED) °" SHARED
° OUMPSTER
EXIST. CATCH BAIN
LOT 22 TOP EL;931.29'
BLOCK 10 W INV. 25.49'
( OCCUPIED) F
LIFT STATIO�.'
/
LOT 21
BLOCK 10 5 Gg5 �\ jell x30. j /
/ IRC FDetl§ 6428 +
/0 t&0.13'W
LOT 20
BLOCK 10
_ 0
NCRETE
DRIVEWAY +`
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SOP
IRC FD.
LB 6426
WATER VALVE
x32.,r
A3 / top, \
aN \ //x�1"s�� 1.29' p2 SAN GV
sa
g
x28.14'/ /
--titNCHMARK \
\ TOP OF IRC
NGVD 30.26' \
/kNa TE\ VALVE x27.83' \27.63'
5 +
c
AS HALT \ \
PAV MENT \ f
/ + �U\\ \ \
� +`�° IRC FD. \ \i � \
"CARTER" \ \ \ x27.64'
0.
R \
LOT 6 \
IRC FD. \ LOT 5 IPJ E�
LB 6426 GG _ � IRC FD. BLOCK 3
VP
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CORAL. VIEW STORAGE
DRAINAGE & UTILITIES
LOT 8
BLOCK 4
DISTANCE TO FAR CORNER
OF PROP. WAREHOUSE 238 FT.
RES. SEAT RISING STEM VALVE
45' BEND (FL x FL) -\
FL x PE DIP NIPPLE
45' BEND (MJ x MJ),
(WITH MEGA LUGS) -\-I1T
SCALE: 1 "=20'-0"
REFERENCE: DRAINAGE CALCULATIONS,
M&R ENGINEERING
DATED: MAY 2007
THE PROPOSED DRAINAGE SYSTEM MEETS QUALITY TREATMENT
AND ATTENUATION FOR 10 YEAR 24 HOUR STORM, 25 YEAR
24 HOUR STORM AND MEAN ANNUAL STORM. THE SYSTEM
CONSISTS OF OPEN RETENTION AREAS AND EXFILTRATION
TRENCHES.
Legend & Abbreviations: ( symbols not scaleable for size)
PLS - PROFESSIONAL LAND SURVEYOR - GUY WIRE
PSM - PROFESSIONAL SURVEYOR & MAPPER `� - WOOD UTILITY POLE
LB - LAND SURVEYING BUSINESS ® - TELEPHONE SERVICE
C - CENTERLINE ® - CABLE T.V. BOX
RAW - RIGHT OF WAY ® ELECTRIC BOX
L - LENGTH - LIGHT POST
A - DELTA ANGLE - WELL
E/P - EDGE OF PAVEMENT ► - FIRE HYDRANT ASSEMBLY
OHE - OVERHEAD ELECTRIC LINES N - GATE VALVE
ELEV - ELEVATION IRRIGATION VALVE
BLK. - BLOCK ® - WATER METER
(P) - PLATC}S - SANITARY MANHOLE
o - PERMANENT CONTROL POINT ( PCP) ® - SANITARY SERVICE
® - PERMANENT REFERENCE MONUMENT ( PRM) ® - SEPTIC TANK
Q - IRON PIPE (IP) ®-- - BACK FLOW PREVENTOR
0 - IRON ROD & CAP ( IRC) IF - SURFACE INLET
E - CONCRETE MONUMENT ( CIA - CONCEPTUAL DRAINAGE
FD - FOUND —o— - STREET SIGN
( M) - MEASURED x30.00' - EXISTING ELEVATION
F.F. - FINISH FLOOR
- OAK TREE W/ DIA.
FINISH PAVEMENT
n. I --
STONE
IURSE AGGREGATE)
" ADS/N-12
RFORATED PIPE
'ER FABRIC ENVELOPE,
4FI 140-N
EXFILTRATION TRENCH SECTION
NTS
RES. SEAT RISING STEM VALVE
45' BEND (FL x FL)
FL x PE DIP NIPPLE
—1 1' TYP. �---
I. AL 1 r1RC.iiL/ MUL) VVILL INV I CC 'F. HJJtMCLT IU Mt t HIIN I LU
PERMITTED. RUST -O -THANE RED NO. 9405-1611
2. 90' BENDS MAY BE INSTALLED 5. ALL ABOVE GROUND BOLTS AND
IN LEU OF 45' BENDS IF APPROVED NUTS TO BE #304 STAINLESS STEEL.
BY FIRELINE ENGINEER.
3. SIAMESE CONNECTIONS WILL NOT
BE PERMITTED ON ABOVE
GROUND PIPING.
DOUBLE DETECTOR CHECK VALVE
NTS
FINISHED
GRADE
45' BEND (MJ x MJ)
(WITH MEGA LUGS)
NOT FOR CONSTRUCTION
PERMIT REVIEW SET .