HomeMy WebLinkAboutDrawingsNOW OR FORMERLY
PEBBLE CREEK DEVELOPMENT CO.
(VOLUME 1671, PAGE 276)
CALLED: 133.242 ACRES
ZONED: A-0
EXISTING 12" (PLANNED USE: INDUSTRIAL/RESEARCH & DEVELOPMENT)
PUBLIC WATER LINE
\ FIRE LANE STRIPING VARIABLE WIDTH
EXISTING 8' HIGH P.U.E. (8255/283)
ETC VARIABLE
WIDTH GAS
EASEMENT
(8255/283)
\ \ \ SOLID WOOD - EXTEND THROUGH
PRIVATE JOINT EXISTING DUMPSTER SCREENING/SECURITY NEW PAVEMENT AREA% / I
� . A -EASEMENT ACCESSPAD N ES CREENING & GATES FENCE N 88.37'07" E 1348.78,
EXISTING 12"
/-PUBLIC WATER LINE
VARIABLE WIDTH
2 T/P=259.50' P.U.E. (8255/283)
FF
FFa .- I �r-TO Ark tIMF
-N-
O _.._ 50 - 100
SCALE: 1" = 50'
P.�. 00'
c��3 »�» BUILDING (1 --STORY) z Vn 4 T/P=261.30' (8255/283}
\
BUILDING 0 -STORY) (1 -STORY) F/L= 258.00 y ,
If,® >�„ -,1 (11;750 SQ.FT) �,�® �1 w EXISTING 8 HIGH SOLID WOOD S 56 5610 W
1 STORY 11,750 S�,t.1- I� cn z
\
(1 -STORY) (11,775 SQ.FT) USE: STORAGE d SCREENING/SECURITY FENCE 71.70 ExISTING 36"0
\ S (11,408 SQ.FT) USE: STORAGE USE: STORAGE D- (TIE TO BLDG OR REMOVE AS 'STORM SEWER
„MAX.EIGHT = 10'6"
MA ¢ s :� J.B.
i
C. MAX. HEIGHT = 106 20.0 ' {� DIRECTED BY OWNER)
• OFFICE USE = 1,254 SQ -FT. MAX HEIGHT = 10'6" - -
X1.4 E �' STORAGE USE = 10,154 SQ.FT. ° _ - ` - - - - -
618 \ / � _ � " � 20.0 �L=257.50' J.B. _,._ .�. _._- r- -r" - - J - - - M.H.-
/� MAX. HEIGHT - 33 6 l - - - - J
11 J
_ ..•� .� , __-- -r '� J 7.5' SETBACK LINE \
C.I. FF FF
V M.H. 7.5' SETBACK LINE C.I. FF - - - - - - -� -"
• C.I. - - - - - - - - _ - -. - - - - a ^ .._ - �.. �-�--�-•... � �' EXISTING 36"0
C.I. -
.� _ - - _----=- o ----------- 'STORM SEWER
_____
__^-__--------- ----- EXISTING 36"4
4" DOMESTIC • ' "
METER \ \ S 8 3fi 59 W - 201.54' S 887 5'27" W -- 954.40' 7 EXISTING 30"b STORM SEWER GRAPHICAL i \
STORM SEWER 100 -YEAR
1 1/2 IRRIGATION EXISTIN 4 SEWER EXISTING 30'0 FLOODPLAIN
P'VlQTNl(' 15Z 11 0
METER SERVICE
EXISTING 6 HIGH _ �- (_EXISIING 24"0 S I GRM SEWttt
i
-_
_.-_ STORM SEWER
\ � » -�-- WROUGHT IRON STORM 'SEWER Q __ ;
O EXISTING 1 • BUILDING �A / -' 30 WIDE PRIVATE
• IVATE WATER ` \ N 01 �3 01 W SECURITY FENCE NOW OR FORMERLY PHASE 1 A DRAINAGE EASEMENT
ANIMATE HABITAT, LTD. (19,939 SQ.FT.) (1 -STORY) / i 0.1971 ACRES
J1
SERVICE P.P. f7� \ \10.00' (5,950 SQ.FT) (8214/1,83)
(VOLUME 5463, PAGE 208}
\ \ECTABLE WARNING USF: sTORArF j
\ REMINDER OF CALLED: PA (RAISED / �"""•"° `��`� "
1282.09 ACRE TRACT MAX. HEIGHT = 10'6" 5� ELEVATION
o \ EXISTING 8" PUBLIC 6 RAISED U ATED DOMES) , �yIF
\ SANNARY SEWER CUR F.F.= 258.55 / "� "'''
TAPER CURB -C Ci: �'�t+`T t
\ ZONED: Cl THROUGH RAMP (' S`►TOP . (,
20' PUE \
(316/416) \ \ \
ss
\\
s\ CURB NOTE: EXPANSION JOINTS TO BE PLACED AT an,
\\ INTERVALS AND AT ALL RADIUS POINTS, P.C.'s, P.T.'s.
\ CONSTRUCTION JOINTS SHALL BE PLACED AT 20'
\ INTERVALS.
\
CIVIL SITE NOTES: R
_ 6" -- ----15"
1- THIS SI-IE`DOES-NUT--CEE WITHIN THE 100 -YEAR FLOODPLAIN AS GRAPHICALLY DEPICTED FEMA FIRM
COMMUNITY NO. 48041, PANEL NO. 0350 E, WITH AN EFFECTIVE DATE OF MAY 16, 2012. \
2. WHEN BUILDING SETBACKS AND EASEMENT LINES OVERLAP ONLY THE EASEMENT LINE IS SHOWN. 3",
3. THE IMPROVEMENTS SHOWN, AND EXISTING IMPROVEMENTS, SHALL CONSTITUTE APPROXIMATELY
70% IMPERVIOUS COVER ON THE SUBJECT PROPERTY. N
4. THE PURPOSE OF PHASE ONE "A" DEVELOPMENT IS TO ADD BUILDING 5A WITHIN THE ORIGINAL
LIMITS OF PHASE ONE. gl. �'0
4
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND PROPER DISPOSAL OF ALL
LIQUID AND SOLID WASTE ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS 3" 3"
NECESSARY TO PREVENT THE OCCURRENCE OF WIND BLOWN LITTER FROM THE PROJECT SITE. 24„
6. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE CONTAINMENT FOR WASTE PRIOR TO, AND DURING,
DEMOLITION/CONSTRUCTION. SOLID WASTE ROLL -OFF BOXES/METAL DUMPSTERS SHALL BE SUPPLIED BY CITY • _ #4 BARS
OR CITY PERMITTED CONTRACTOR(S) ONLY. TYPE I
7. ALL ROOF & GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED
SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150 FEET OF CpN CRETE CURB 8c GUTTER
THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE THE GRADE. THIS SCREENING SHALL BE
COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. N.T.S.
8. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED
DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO
H /C RAMP NOTES (ALL TYPES):
(BOTH SIDES)
0 0 0
00 oa
0 0 o a o0 o
00 o
a s o o
aaa I I.L.i
a a o 6'-0" RAMP
5'-O„ aaoo
000o U
AKIMIK:n aaooaao
�r�rvunvv
0 0 00 00 o I (,)
00 o o 0 0°
o*
, ..
0 o deo I O
24 0
0. 0
00 00
0
00
o oo �
0o o -
AMBULATORY RAMP
1. MAXIMUM CROSS -SLOPE OF 2.00% IN
ALL DIRECTIONS.
2. DETECTABLE WARNING PAVERS
SHALL BE PLACED AT THE LOWER END
OF THE RAMP 24" DEEP x RAMP
WIDTH.
3. APPLY LIGHT BROOM FINISH TO ALL
NEW CONCRETE.
4. RAMPS SHALL BE ACCENTED WITH
COLOR AS SPECIFIED BY THE OWNER.
FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER SIDEWALK NOTES:
THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE.
9. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK (LOOSE ROCK NOT 1• CROSS -SLOPE OF, -SIDEWALK -SHALL NOT EXCEED 2.00%.- --
PERMIT-TED),
PERMITTED), OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWELLS AND DRAINAGE AREAS, 2. EXPANSIONJOINTS SHALL BE PLACED AT A MAXIMUM OF 30' SPACING AND
THE PARKING LOT SET BACK, RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. AT ALL OTHER LOCATIONS WHERE SIDEWALK ADJOINS TO OTHER CONCRETE
STRUCTURES.
10. THIS PROJECT IS LOCATED WITHIN THE ALUM CREEK SANITARY SEWER IMPACT FEE AREA.
1\
A&M SUPER STORAGE:
17333 S.H. No. 6 SOUTH
COLLEGE STATION, TEXAS
0
T.S.
J. CONTRACTION JOINTS SHALL BE PLACED AT A 5 MAXIMUM SPACING.
SPACING SHALL BE UNIFORM.
4. AS FAR AS PRACTICAL SIDEWALK JOINTS SHALL ALIGN WITH ADJACENT
JOINTS IN CURBING.
" EXPANSION JOINT MATERIAL &
SEALANT (MIN DEPTH OF �')
ad'
EXPANSION JOINT
1" DEPTH (MIN)
CONTRACTION JOINT
/•-% Y►IV 111 Y/'\I \ii -J
CL
2" CLR LIGHT BROOM FINISH BACKFILL
#3 BARS @ 12" O.C.E.W. 2" CLR
\/ ///
\\\
COMPACTED SUBGRADE
CROSS-SECTION
TYPICAL CONCRETE SIDEWALK
N.T.S.
"iqlmli
METAL "T" POST
WIRE MESH FENCE
(ATTACHED TO POST)
FILTER FABRIC
(ATTACHED TO WIRE FENCE)
DETAIL "A"
J2 WITH NYLON•
GROUNDull
EXISTING
FRONT VIEW
3' LONG METAI "T" 7A" 1-(1!_7-7 CII T r7r7tiIC`r7 AC
10' SPACING MANUFACTURED BY SILT
O.C. (MAX) STOP OR EQUIVALENT
EXISTING GROUND /r COMPACTED FILL
/WIRE & SILT FENCE
SEE DETAIL "A" ��\// /%y BURIED 6" BELOW GRADE
�YYI. (UPSTREAM)
NOTE:
SIDE VIEW INSTALL ALL EROSION
CONTROL MEASURES IN
ACCORDANCE WITH B/CS
C11 T CCA 1 /'moi A i n STANDARD DETAIL
JIL
1 f GIVL ll INV
SWPP1 03
N.T.S.
LANDSCAPE SCHEDULE
SYMBOL
NO OF
SIZE
BOTANICAL
COMMON
TYPE
NOTES
(AT
PLANTS
+WARNGH:THE CONTRACTOR
NAME
NAME
ANDIS SOLELY RESPONSIBLEFOR ALLDARAGES
ING UTILITIES
DUE TO ANY CONSTRUCTION ACTIVITY. le
60d NAIL LOCATED
> 1.25"
LAGERSTROEMIA
CREPE
NON -CANOPY
15 GALLON
SUBJECT PR
6
CALIPER
(SIYIGLE CAYIE)
INDICA
MYRTLE
TREE
(BUFFER TREE)
D UIREMENTS:
ORDINANCE:
II
OFFICE AREA
- 1 SPACE/250 SQ.FT.
REQUIRED:
20' P.U.E.
(3452/305)
C7 REQUIRED
0 +11 /\
Q 'a•2'
0 +3!
Cl +41
NCV)" RM,,i9F^:1:'
FILTER FABRIC FENCE
FF (REINFORCED FFF
MAY BE REQ'D
IN THESE AREAS)
SC STABILIZED
CONSTRUCTION" ENTRANCE
UTILITY DEMAND SUMMARY:
PERK
USE AVG. (x4.0
SEWER (gpd) 2,400 9,600
WATER (gpm) 5 20
IRRIGATION (gpm) 30 30
n•r'rr+
NL) i LJ:
1. PEAK WATER SHALL BE DETERMINED BY THE
BUILDING CODE - FIXTURE COUNT METHOD FOR
THIS NEW OFFICE/WAREHOUSE BUILDING.
2. SANITARY SEWER AVERAGE DAILY FLOW IS
BASED UPON THE CALCULATED. AVERAGE WATER
DEMAND (-507.) AND A 16 -HOUR USAGE PERIOD
PER DAY.
3. IRRIGATION DEMAND IS THE PEAK DEMAND
AND IS AN ESTIMATE AND SHOULD BE VERIFIED
BY THE IRRIGATOR.
IMPROVEMENT LEGEND
TEMPORARY FIRE TURN -AROUND: 865
S.Y. OF 6" LIMESTONE BASE & 6" HMAC
`,J MILLINGS - DO NOT EXCEED 5%
CROSS -SLOPE IN ANY DIRECTION
9 S.Y. OF 5' CONCRETE SIDEWALK &
V RAMP
42 S.Y. OF DRIVEWAY & 15 L.F. OF 6"
(3 J RAISED CURB & 6" CONCRETE
�../ PAVEMENT w/#3 BARS 0 18" O.C.E.W.
REMOVE EXISTING FENCE (AS
REQUIRED) & INSTALL 2-12' PANEL
GATES w/KNOX LOCK
CONSTRUCT 5' WIDE PEDESTRIAN
5 CROSS -WALK w/DECORATIVE PAVER
OR STAMPED CONCRETE (AS
SPECIFIED BY DEVELOPER)
r-� SAW CUT & REMOVE CURB &
(6 GUTTER (AS REQUIRED) &
\.'/ CONSTRUCT AMBULATORY RAMP
V 39 S.Y. OF 5' CONCRETE SIDEWALK
CALL
BEFORE YOU DIG
CoCS MONUMENT
No. 138 - BRASS CAP
TEXAS
ONE CALL SYSTEM
EAST SIDE OF
1-800-245-4545
(AT
LEAST 72 HOURS PRIOR TO DIGGING)
+WARNGH:THE CONTRACTOR
IS TO LOCATE ANY AND ALL UTILITIES
PSTRUCTION
ANDIS SOLELY RESPONSIBLEFOR ALLDARAGES
ING UTILITIES
DUE TO ANY CONSTRUCTION ACTIVITY. le
BENCHMARK
PROJECT BENCHMARK:
NOTES:
CoCS MONUMENT
No. 138 - BRASS CAP
SET IN CONCRETE
LOCATED ON THE
EAST SIDE OF
SH No. 6
APPROXIMATELY
500 NORTH OF THE
S.H. 40 INTERSECTION,
ELEV. = 297.55'
(NGVD 29)
TBM1:
E ,1
60d NAIL LOCATED
ON THE NORTH SIDE
OF THE EXISTING
GRAVEL ROAD
APPROXIMAT
LY 39.8' SOUTH OF THE
SUBJECT PR
PERTIES NW PROPERTY
CORNER
ELEV. = 260.97'
(NGVD 29)
PARKING RE
D UIREMENTS:
ORDINANCE:
OFFICE AREA
- 1 SPACE/250 SQ.FT.
REQUIRED:
(1,254 /
50) = 5.02 SPACES
TOTAL REQUIRED
= 6 SPACES
PROVIDED:
REGULAR
13 SPACES
H/C = 1
(SPACES
TOTAL =
14 SPACES
SYMB
& LINE_-LEGD -
0
POWER POLE
LIGHT POLE
GUY WIRE ANCHOR
mwv
WATER VALVE
SWM
!WATER METER
®EM
IELECTRICAL TRANSFORMER
(DGM
!GAS METER I
OO MH
;MANHOLE
®C.G.
'CLEANOUT
4 -FH
'FIRE HYDRANT I
STP
;TELEPHONE PEDESTAL
01 Al
I'AREA INLET
RB
JUNCTION BOX
0-4AL
AREA LIGHT (GROUND)
o PB
;FIXED PIPE BOLLARD
_
CURB INLET et, "
'SETBACK
- - -
BUILDING
-------
PROPERTY LINE
--------
EASEMENT LINE
P.U.E.
(PUBLIC UTILITY EASEMENT
PROPERTY
INFORMATION
ANIMATE
HABITAT
PHASE
ONE
E
1, BLOCK ONE
(5.28 ACRES
or 230,137 SUT.)
(VOL.'.
8255, PG. 283)
NOW
OR FORMERLY
A&M SUPER
STORAGE, INC.
(VOL.
8214, PG. 176)
ZONED CI
a
r �
607 EASTMARK DR., STE. 252 <77840>
OST OFFICE BOX 9253
`OLLEGE STATION, TEXAS 77842
MAIL: civil@rmengineer.com
WFICE - (979) 764-0704
AX - (979) 764-0704
'EXAS FIRM REGISTRATION No. F-4695
MARK DATE I DESCRIPTION
SUBSTANTIALLY
COMPLETE
EDF R
SSU a
CONSTRUCTION
11/16/12
CONSTRUCTION DRAWINGS
ISSUED PRIOR TO THIS
DATE ARE REPLACED BY
THIS SET &SHOULD NOT
BE USED#FOR
CONSTRUdTION.
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c/o E. HUBBARD KENNADY, III
17333 S.H. No. 6 SOUTH
COLLEGE STATION, TX
77845
EHKTHR1®MSN.COM
PA., (979) 846-7880
) 8 - 661
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DRAWN BY: R.A.M. CHECKED 'bY: R.A.M.
N
FIELD BOOK: N/A PAGES: /A
RME CONSULTING ENGINEERS
CLIENT NO. PROJECT NO.
213 0480
SHEET 1 OF 1
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