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Sheet Issue Date:
II I 02/07/06
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REMOVE EXISTING WALL SHEETS AND GIRTS TO T
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Tool Storage Tire RoomML
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26 GA. TYPE M
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LINER PANEL PTD. o f E NGT WHEEL I I I
RELOCATED OIL I
TANKSr _ BALANCE7t I I I REMOVE EXISTING OIL TANKS "
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OPERATIONAL I - - P-
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CONTRACTOR TOURIPROTECT
EMSTMMS TELEPHONE
CONDUIT DNG P
CONSTRUCTIONCO
PROMDED AND ItISTAILED �I NEW CONCRETE RAMP ( I I n
I TO PROPOSED SHOP
BY OWNER
26 6A TYPE 'M' ' 1� - - - -II
LINER PANEL PTD.�i r
Door Schedule
WHITE - - ��
Mark Type Comments
I
1
36" x 84"
HM door
2
36" x 84"
HM door
3
120" x 120"
Overhead door w/ high lift hardware
4
120" x 120"
Overhead door w/ high lift hardware
5
120" x 120"
Overhead door w/ high lift hardware
6
120" x 120"
Overhead door w/ high lift hardware
7
120" x 120"
Overhead door w/ high lift hardware
8
120" x 120"
Overhead door w/ high lift hardware
9
120" x 120"
Overhead door w/ high 41 hardware
10
120" x 120"
Overhead door w/ high lift hardware
11
Door Opening
Opening
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F G H REVJE 0
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3 2 MAR 0
GRAVITY VENTILATOR - �� A2 A2Of i
175 MERCURY VAPOR I GRAVITY VENTILATOR I COLLEGE ST T ON
EXHAUST FAN DEvELMNT S W1CES
3W SKYTJTES
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GRAVITY VEN UATOR 7 EXISM OFFIX BEYOND{E,
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NEW ADDITIONA 1
3 West ) North DOWN SP=
5 Roof Plan 1 /8" = 1'-0" T 1/811 = 1'-0" C 3-1143
doElf 1%0
NEW GONG. CURB
WASTE OIL
SF SF / Space
No. of Spaces
----
DISPOSAL TNK.
Required
a
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P.P.
Parts / office
2000 s.f. 250 s.f.
I __----
Sales Area
6650 s.f. 250 s.f.
27
Service Area
2500 s.f. 100 s.f.
75
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Total Cars required
110 cars
i
No. of cars provided
130 cars
b
SHOP
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NOT REQUIRED
REVIEWED FOR
COMPLIANCE
(BAR 0 7 2006 11
COLLEGE STATION
DE�LO�NT SLMICCES
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Location Map
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n Plat S 870 03'05"W
35.37'
1" = 200'4"
Landscape Point Calculation
Site Area = 36,000sf
Propose Parking area = 11,100sf
47,100sf 11000 = 47 X 30 =1,410 points req'd
Streetscapn additional points
street frontage 6271f 150 X 300 3162 Points rea'd
_ 4,572 total points req'd
STREETSCAPE Requirements
Freeway frontage 219 LF 125 = 9 trees or 18 non- canopy trees
Minor Arterial 313 LF 132 = 10 trees or 20 non- canopy trees
Right of Way Screening 527 LF 130 = 18units - 6 shrubs/ unit =110 shrubs
No. Scientific name Common Name Size Points Total
OM1. • 4t
3 Ilex Cornuta Dwarf Bufford Holly (Existing) 5 gal. 10 30
- 4 Ilex Vomitoria Yaupon (existing) 1 gal 58 580
13 Myricia Cerfifera Wax Myrtle (existing) 3' ht. 10 130
+ 110 Raphiolepis Indica Indian Hawthorn (existing) 5 gal 10 310
e
38 Lagerstroemia indica Crepe Myrtle 2" - 4" cal. 150 5700
10 Quercus Virgininana Live Oak (existing) 10"-12"cal 400 4000
Total Landscape points Points 10750
Parking Analysis
Area
SF SF / Space
No. of Spaces
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Required
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Parts / office
2000 s.f. 250 s.f.
8
Sales Area
6650 s.f. 250 s.f.
27
Service Area
2500 s.f. 100 s.f.
75
e(
a
Total Cars required
110 cars
No. of cars provided
130 cars
�rI��1�7�•11i��
1.) A 100 YEAR FLOOD DOES NOT EXIST ON
THIS PROPERTY
2.) All roof and ground -mounted mechanical
equipment shall be screened from view or
isolated so as not to be visible or isolated so as
not to be visible from any public right-of-way or
residential distric within 150' of subject lot,
measured from a point 5 feet above grade. Such
screening shall be coordinated with the building
architecture and scale to maintain a unified
apperarance.
Sheet Issue Date:
02/22/06
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WASHED ROCK FINISH
1/2" ASPHALT EXP. JT.
W/ SEALANT
Curb @ Int. Island
1" = 1'-0"
FENCE DETAIL
1/211 = 1'-0"
NO.3 BAR CONT.
NO. 3"L! BAR -- 6" X 0 0 24•" O.C.
3 STRANDS OF
BARBED WIRE
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C®IVIIP�.I,�I��E
MAR 0 8 2006 �d
COLLEGE STATION
ENGINEERING
Sheet Issue Date:
02/22/06
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W/ SEALANT
Curb @ Int. Island
1" = 1'-0"
FENCE DETAIL
1/211 = 1'-0"
NO.3 BAR CONT.
NO. 3"L! BAR -- 6" X 0 0 24•" O.C.
3 STRANDS OF
BARBED WIRE
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C®IVIIP�.I,�I��E
MAR 0 8 2006 �d
COLLEGE STATION
ENGINEERING
Sheet Issue Date:
02/22/06
Drawn By: BS
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1 Existi Parkin Lot Modification
MaSTMSAW AID W"WTRAP
SAW aff AM AM HWME VMM
000M TE PON& FEWOU AM TO
W"
SAW aff Jr.
PAVING DET.
1 �0"
WAIMM WUL BEYOND
NO. 3 BARS 0 IV Of- EA. WY.
SEALAUr
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COMPLIANCE
MAR 0 8 2006
COLLEGE STATION
ENGINEERING
Sheet Issue Date:
211106
Drawn By: BS
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Silt Fence Plan
1 1" = 40'-011
7
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2-1/2" REINF_ BAR
PER HAY BALE
SEDIMENT CONTROL
--.--`7 FABRIC
SILK' FENCING
NTS
silt fence
1 /21'= 1'-011
EROSION CONTROL NOTES
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SEDIMENTATION CONTROL
DURING CONSTRUCTION AND SHALL TAKE THE NECESSARY STEPS TO MITIGATE
THE AMOUNT OF SOIL AND DEBRIS ORIGINATED AT THE SITE AND CARRIED
ONTO PUBLIC RIGHTS OF WAY, WATER COURSES AND ADJACENT PROPERTY.
TO THIS EFFECT THE CONTRACTOR SHALL INSTALL A SILTING BARRIER ALONG
THE LOWER ENDS OF THE LAND BEING DISTURBED AS SHOWN HERE AND
ACCORDING TO THE DETAIL SHOWN ON THIS SHEET.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING A CONSTRUCTION
ENTRANCE A MINIMUM OF 50' LONG BY A MINIMUM OF 12' WIDE CONSISTING
OF ROCK RUBBLE WITH PIECES 1-1/2" TO 3-1/2" IN DIAMETER, A
MINIMUM OF 6" DEEP. SHOULD THE CONTRACTOR USE ANOTHER ENTRANCE
HE SHALL BE REQUIRED TO INSTALL A CONSTRUCTION ENTRANCE AT EACH
ADDITIONAL ENTRY POINT WHERE MUD IS TRACKED ONTO CITY STREETS.
3. ALL STORM DRAINAGE INLETS WILL BE PROTECTED DURING CONSTRUCTION
FROM RUNOFF SEDIMENTATION BY A 6" HIGH BARRIER MADE UP OF 20 Ib
HAY FILLED BURLAP BAGS (OR EQUIVALENT BARRIER).
4. ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN
BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR
HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED.
IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE
REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14
CALENDAR DAYS OF LAST DISTURBANCE.
5. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE
ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL
STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED.
IT SHALL THEN BE REMOVED BY THE CONTRACTOR.
6. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER
EVERY RAIN_
7, RIP -RAP SHALL BE 20 LB. PIECES, ROCK RUBBLE ON PLASTIC LINER.
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