HomeMy WebLinkAboutDrawings31rolfipolm
GF ST
GENERAL NOTES VICINITYMAP N.T.S PROJECT DATA SHEETINDEX
12. CONTRACTOR TO PROVIDE EQUIPMENT TO ENSURE LIFE SAFETY OF PUBLIC, TENANTS AND
1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT LOCAL BUILDING CODES
SHEET
WORKERS AS REQUIRED BY FEDERAL, STATE AND LOCAL CODES THROUGHOUT CONSTRUCTION. SHEET TITLE
NO
TYPE OF USE: BANK
AND ALL OTHER APPLICABLE REQUIREMENTS OF LOCAL AND STATE CODES, ORDERS,
4"
CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PROTECT PEDESTRIANS.
PROJECT TITLE SHEET,
ORDINANCES, AND REGULATIONS.
NUMBERS OF STORIES: 1
GENERAL NOTES, VICINITY
N
1 T-1
13. SITE AND BUILDING SHALL BE MAINTAINED IN A CLEAN, SAFE MANNER. DIRTY/NOISY WORK SHALL BE
'06
le
2. BEFORE COMMENCING WORK, CONTRACTOR SHALL BECOME FAMILIAR WITH DRAWINGS, SCOPE
MAP & STREET ELEVATION
PERFORMED AT SUCH TIME AS DIRECTED PER THE OWNER AND/OR CITY. WHEN THE WORK OF Jlp
OCCUPANCY: B
nP,�
OF WORK AND VERIFY EXISTING CONDITIONS AND DIMENSIONS AT THE SITE.
VARIOUS SECTIONS ARE COMPLETED, AND AT OTHER TIMES AS DIRECTED BY WEI LS FARGO BA
NK,
TRAL
ARCHITIECU
RN
01:
-B
TYPE OF CONSTRUCTION: V
OR OWNER, ALL TRASH, DEBRIS, SURPLUS MATERIAL, TOOLS, AND EQUIPMENT TO BE REMOVED
2 A-1 SITE PLAN
3. PRIOR TO STARTING WORK, THE GENERAL CONTRACTOR SHALL SUBMIT TO WELLS FARGO BANK
FROM THE SITE AND DISPOSED OF IN A LEGAL MANNER. LEAVE PREMISES IN A CONDITION
PROJECT MANAGE.R AN ITEMIZED COST BREAKDOWN OF ALL WORK AND A CONSTRUCTION
PROJECT AREA
ACCEPTABLE TO WELLS FARGO BANK OR OWNER.
SCHEDULE. WORK TO BE SCHEDULED TO MEET WELLS FARGO BANK REQUIREMENTS. w
J.
3 A-2 EXISTING & PROPOSED
14. WHERE EXISTING CONSTRUCTION, FINISHES, OR EQUIPMENT TO REMAIN ARE DAMAGED BY WORK IN
:1,
ISLAND PLANS
4. ALL WORK DESCRIBED OR INDICATED IN THESE DOCUMENTS AND ALL WORK DEPENDENT UPON OR
PROJECT AREA:
THIS CONTRACT, THEY SHALL BE PATCHED, REPAIRED, OR REPLACED AS REQUIRED TO MATCH
'81k,
1,905 SQ. FT. -3 PROPOSED FLOOR PLAN,
NECESSARY TO COMPLETE THIS WORK SHALL BE EXECUTED IN A WORKMAN LIKE MANNER
S
A
EXISTING, BY TRADE WHOSE WORK IS DAMAGED AT NO COST TO WELLS FARGO BANK.
4
CONSISTENT WITH THE BEST STANDARDS OF THE TRADE INVOLVED AND BE OF ITEMS AND
FRONT & SIDE ELEVATIONS;
A
MATERIALS SUITED FOR THE PURPOSE INTENDED.
k_
FOUNDATION PLAN &
72 SQ. FT.
15. LAYOUT OF WORK ISLAND AREA:
SECTIONS
A. LOCATION AND E'LEVATIONS OF ALL WORK TO BE CONSTRUCTED ARE SHOW ON DRAWINGS AND
N
EC T,,,-"'
KIOSK J-
P_ R i
BE SKILLED AND EXPERIENCED IN THE WORK THEY WILL BE PERFORMING.
5. TRADESMEN, CRAFTSMEN, INSTALLERS, FOREMEN, SUPERVISORS, AND SUBCONTRACTORS SHALL
UNLESS DISCREPANCIES ARE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO
ARP:A:
ON, THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE PROPER LOCATION AND
CONSTRUCTI p
-4 DETAILS
A
ELEVATIONS AS SHOWN AND INTENDED. 15 SQ. FT.
6. PROJECT CONSTRUCTION ITEMS TO BE NEW, UNLESS NOTED OTHERWISE. NO, SUBSTITUTIONS
B. THE CONTRACTOR SHA
LL LAYOUT THE WORK AND SHALL ESTABLISH AND MAINTAIN NECESSARY
WILL BE ALLOWED UNLESS COMPLETE DESCRIPTIONS OF ITEMS INCLUDING DRAWINGS, TEST
-AUIUM
SCOPE OF WORK MANUt ERIS KIOSK DRAWINGS
YOUT, AS A GUIDE TO ALL TRADES AND TO HIS SUBCONTRACTORS, THE EXACT LOCATIONS OF
MARKERS, AND SHALL BE RESPONSIBLE FOR THE ACCURACY OF SAME. THE CONTRACTOR SHALL
DATA, SAMPLES, COST AND SCHEDULE CHANGES ARE SUBMITTED BY THE CONTRACTOR. ANY
LA
ITEM NOTED ON THE DRAWINGS THAT ARE NOT AVAILABLE OR WOULD CAUSE A TIME DELAY SHALL
NEW OR REMODEL WORK WITH RESPECT TO CHANGES TO EXISTING. NORTH 8 SHEET1 COVER SHEET
BE IDENTIFIED BY THE GENERAL CONTRACTOR.
REMOVE LANDSCAPE FOR NEW LANE
9 SHEET2 ELEVATIONS &
16. INSTALL AND APPLY ITEMS, MATERIALS, EQUIPMENT, FINISHES, ETC., INCLUDING THE JOB ADDRESS OWNER INFO
7. TYPICAL DETAILS AND GENERAL NOTES SHALL BE USED WHENEVER APPLICABLE U.O.N.. ALL - INSTALL NEW ASPHALT LANE OVERALL DIMENSIONS w
PREPARATIONS OF SURFACES, IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PRINTED
SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED CONSTRUCTION
STANDARDS. IF CONTRACTOR HAS ANY QUESTIONS REGARDING THE SAME OR THEIR EXACT RECOMMENDATIONS AND INSTALLATION REQUIREMENTS INSTALL NEW CONCRETE ISLAND 10 6:HEET 3 EXPLODED VIEW
1801 ROCK PRAIRIE ROAD
MEANING, ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION. COLLEGE STATION, TX WELLS FARGO BANK
17. EQUIPMENT (GENERAL CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING): REMOVAL AND SHEET4 CANOPY PLANS
INSTALL NEW CURBING RETAINING
RELOCATION OF ANY EXISTING EQUIPMENT, FIXTURES, AS NECESSARY FOR A COMPLETE 77845
8. DIMENSION LINES ARE TO FACE OF FINISH ON EXISTING AND NEW WORK, UNLESS NOTED -AS FACE %TAX DEPT - CPG WALL
12 SHEET5 FRAME CONNECTION
INSTALLATION.
OF STUD OR MASONRY OR CENTERLINE OR OTHERWISE. DIMENSIONS SHALL HAVE PRECtDENCE 333 MARKET STREET, FL 10
SAN FRANCISCO, CA INSTALL NEW ATM & KIOSK
OVER SCALE AND LARGER SCALE DRAWINGS SHALL HAVE PRECEDENCE OVER SMALLER SCALE PARCEL ID 13 HEET 6 FOUNDATION
18. ACCESS PANELS SHALL BE PROVIDED FOR ALL EQUIPMENT SWITCHES, VALVES, AND OTHER 94105-2101 0
DRAWINGS.
F
CONTROL DEVICES THAT ARE CONCEALED. INSTALL NEW BOLLARDS, LIGHT POLE 14 1 SHEET7 ELECTRICAL a-,
R37922
& CLEARANCE BAR
9. PROVIDE SHOP DRAWINGS FOR ALL MILLWORK AND METAL FABRICATION ANDWHERE THEY ARE
19. BESIDES GUARANTEES REQUIRED ELSEWHERE, THE CONTRACTOR SHALL, AND HEREBY DOES, C0
CALLED OUT FOR ON THE CONSTRUCTION DOCUMENTS.
�g
GUARANTEE ALL WORK FOR A MINIMUM PERIOD OF ONE YEAR AFTER DATE OF ACCEPTANCE BY
WELLS FARGO BANK AND SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH
10. CONTRACTOR SHALL MAINTAIN A COMPLETE SET OF AS -BUILT DRAWINGS NOTING DEVIATIONS
BETWEEN THESE DRAWINGS & ACTUAL FIELD CONDITIONS & NEW CONSTRUCTION OF ALL TRADES ANY OTHER WORK, WHICH MAY BE DISPLACED IN SO DOING, THAT MAY PROVE DEFECTIVE IN
WORKMANSHIP AND/OR MATERIALS WITHIN A MINIMUM OF ONE YEAR PERIOD FROM THE DATE OF
& DELIVER TO WELLS FARGO BANK AT END OF PROJECT. GENERAL CONTRACTOR SHALL PROVIDE
ACCEPTANCE WITHOUT EXPENSE TO WELLS FARGO BANK.
ALL SUBCONTRACTORS WITH THE MOST CURRENT CONST. DOCUMENTS THROUGHOUT THE
..........
w
cc
PROJECT, INCLUDING ALL REVISIONS. 20. THE CONTRACTOR SHALL HOLD HARMLESS PROJECT AND SECURITY SOLUTIONSJNC, AS A
COMPANY AND INDIVIDUAL ARCHITECTS, THE BUILDING OWNER, TENANT AND ALL
...... . ..
-3
11. CONTRACTOR TO NOTIFY WELLS FARGO BANK PROJECT MANAGER OF ALL REVISIONS TO THE _R
REPRESENTATIVES FROM ANY LEGAL LIABILITY OR ACTION RESULTING FROM WORK ON THIS
DRAWINGS AND CHANGES WITH SCOPE OF WORK OR SCHEDULE REQUIRED 13,�
GOVERNING
z
Lo
PROJECT.
L`Z-M
<
AGENCIES, FIELD CONDITIONS OR WELLS FARGO BANK PERSONNEL REGARDLESS OF EXTENT. ALL
REVISIONS TO BE IN WRITING AS CHANGE ORDERS AND APPROVED PRIOR TO STARTING WORK.
C) 0
Cd Z
Uj
...... . . . . . .
< < <
<
0
IN
51
W, w
r
T
w
_j
1A
0 iN6AR,.- N
V:
Uj
R
. ...... Uj
z
Lo
Ljj 0 't
'�eOF 00
0:�
Oft
rr
wix
to
........... < 0
',,ROLANDEDWARD OHER, M�
................... F-
89177 Uj CL
o 0 co
<
0
cr I w
Ila 0
kkk% /0NAk- F— i LIJ
q i
C):
LU 0 00 !1!!
0
0 0
CL
McPHERSON
DRAWING N61
DESIGN
GROUP p.c.
T-1
STRUCTURAL ENGINEERS 6371 Center Drive Suite 100 Norfolk,VA 23502
Structural Engineers wth Practicat Solutions SHEET
OF
5
O
EXISTING SITE PLAN
PROJECT
AREA
100
��O
;� p0000j
l000 / \
WOLF CREEK \ \
CAR CARE \\ \\
CENTER \ \
/
/
0 Cc
I �
o
II
Q�
I
ti
c c
i
/ N
,/
// \ y�
/// \ V
CIO
t�oc
loo,
\ 4
/ ////
EXXON GAS / loo, \
\ - O
v /
F=
(L
U
U)
W
REVIEWED FOR
COMPLIANCE
W
JUN Z 2 2015
COLLEGE STATION
DEVELOPMENT SERVICES
:3 Lo}
w
w
EVATION
PLAT FILED:
< Nrr
EE m
~O
CERTIFICATE�
p o
�
z a
z
CC
In,
® REQUIRED
❑ +1VI-FWED
❑+2'
C P°LIAN(_.-
EI+3'
❑ +49 .
'
U1UN 2 2 20 '"
z
NOT REQ _ D
COLLE STA�'1O+N
C
E INEERING
w
NOTE:
Po
100% OF HE GROUNDCOVER, LU
�O DECORATIVE PAVING, DECORATIVE cn
ROCK (NOT LOOSE), OR PERENNIAL
GRASS I$ REQUIRED IN PARKING LOT z
`� Q ISLANDS, OWALES, AND DRAINAGE o W o It
Cj`` AREAS, THE PARKING LOT SETBACK, p r,
Q`o RIGHTS- -WAY, AND ADJACENT Q °C x
PROPERT DISTURBED DURING F— < W ~
z
CONSTR CTION. Cdr rr moi, o
W � a '' Q
Yi co
®® Z Uj O'I W
OF P Cc
w ® off'
�®� o
. o
9 U
�• • ' McPHERSON
CC
0 ND ... � R enc ®DESIGNIL
............°.°..°.°°...°°°.,.... ,
-o'•:°`rte GROUP
8�1i7 d P.C. DRAWING NO'.
�e 00
STRUCTURAL ENGINEERS 637 C °
®B � °°•��G+ ......�A.`° �\ enter Drive Suit 100 ° Norfolk,VA 23502 �_ �.
itl �
Structural Engineers with Practical Solutions
SHEET
SCALE: 1 " = 20'-0" 1 2 OF
O
NOTES
NOTES
DRIVE -UP ISLAND ING WALL REMOVE LANDSCAPING OB SAW CUT SAW CUT EXISTING
NEW DR NEW LEVEL ASPHALT NEW 6" CONCRETE CURB Lj NEW CURB / RETAIN AEXISTING CURB WALKWAY
1 WITH ATM - SEE SHEET A3 2 PAVING
FOR DETAILS
D CURB & LANDSCAPING
TO REMAIN
REVIEWED FOR
COMPLIANCE
JUN 2 2 2015
cc
C
COLLEGE STATION
I
DEVELOPMENT SERVICES
PLAT FILED: Q
_ I
(E) LANDSCAPE �� (E) LANDSCAPE (E) ELEC Its
(E) CURB (E) ELEC (E) CURB TRANSFORMER c
(TYP) TRANSFORMER (TYP)
- 141'-0"
co
co 141'-0..
00
U
r' 93'-6" 18'-0" 291-611ON
0
93'-6" 18'-0" 29'-6" a
ptM L WLU
co Uj
LO n 4__ �Z a I �Z 5,'c�
_j
III . �• 2 W 0
=
cn
cl
0(nO 1 CD 3 ci0 o
�----
LU
w C' z n-ZO 21-01LLJ
Oo l -1E
r=
zBN
LO
cv O W / / / F�FT
FFTIF
(E) A
/C UNITI
FQo-
o
(E)VAT
————— —
I f
(E) VAT
4 i ( D ( B C `� z
I 0
I I � BRANCH ` I BRANCH �.
z-.u�� na m� - i BUILDING °-
I I BUILDING I p ( U
o I
I (E) VAT I cl)'
(E) SLOPE I (E) VAT I (E) SLOPE
W
D
DOWN I DOWN I L — ! - — — — — — -
L------------- — I
I I
® o
. ( (E) VAT
(E) VAT
(E) D/U I (E) D/U I LU
>
CANOPY CANOPY
I ABOVE I
ABOVE I—
I ® o® I z
o
I
(E) VAT - Q
�- U
I- (E)VAT--------=---- — L aC o m oC O
I I o zIL ui z
(E) SLOPE � I I (E) SLOPE
I DOWN I I L Q ¢ Q
DOWN
I I 0 0
I O O � ( DATA
DATA ( END E ATM I
(E) ND (E) ATM ( O ( )
I I I
I I
Z'
I
I
L- -------®n
(E) LIGHT (E) LIGHT
POLE POLE °�
(E) TRASH
71
�z z �z
77
CENCLOSURE
RASH ENCLOSURE 17z, uw QII
....... . .. �zz
X
0
W
I� I w
w
� I ,moo®®®®�®•8®0
OF ,n
10 T 1
I ° OLAND1=DWARD MCRERSO N Q
° • w I—
°®® ��•: �91i7
A : ••he
ONAI-V Z> 0U Cn
z UJ
cr 0
gpe�. Vt�. � � w
�, O o
COMPLIANCE ! o T 0
JUN Z 2015 McPHERSON C.J
■ DESIGN
COLLEGE STATION GROUP p.c. DRAWING NO.
(STRUCTURAL ENGINEERS 6371 Center Drive • Suite 100 a Norfolk, VA 23502 A _ 2 i
Structural Engineers with Practical Solutions
SHEET
11
,� F
SCALE: 3/32,. = 1 -0 1 3 O 5
EXISTING SIDE ELEVATION SCALE: 3/32 =1-o 0 EXISTING PLAN
NOTES
I
A 3,000 P.S.I. CONRETE UD 1 1/2" DEEP ELECTRICAL
RACEWAY
12" DIA x 3'-0" BOLLARD FOOTING.
B ATM & KIOSK ABOVE E CENTER IF 4"0 BOLLARD TO BE 5"
FROM CURB FACE
C 10" x 10" x 4" DEEP STUB -UP. DISCONTINUE
OR RELOCATE STEEL AT BLOCK OUT
LEGEND NOTES LEGEND ATM REQUIREMENTS
A. INSTALL A NEW 1" CONDUIT W/
_ _ _ NEW 20'-0" ,�€ HIGH LIGHT NEW CONCRETE 6 ADDITIONAL CAT -5 CABLES.
15 DIA. x 3'-0" DEEP FOOTING NEW NCR 6638 A7 M LI. 7 �1� E B. INSTALL NEW NON- DEDICATED POWER.
F FOR CLEARANCE BAR — — — _ ATM &KIOSK 1 STANDARD CURB CONC. CURB
ABOVE C. INSTALL NEW DEDICATED POWER.
D. INSTALL NEW ALARM AND VIDEO CABLE/
NEW WFB 83877 NEW YELLOW CONNECTIONS.
24" DIA. x 6'-0" DEEP FOOTING a� ° CONCRETE NEW VEHICLE HEIGHT E. FLOOR DIFFERENCE IS NONE, WITH A 6"
G FOR LIGHT STANDARD FOOTING 2 MULTI -USE DRIVE 5 CLEARANCE BAR ASPHALT PAVING ����� PAINT
KIOSK HIGH CURB.
F. HIGHEST POINT OF OPERATION FOR THE
ATM SHALL BE 51 1/2" TO THE RECEIPT
NEW CONCRETENEW 48" HIGH x 4"0 NEW CURB / NEW YELLOW PRINTER FROM THE BOTTOM OF THE
REBAR 3 ISLAND, 6" ABOVE 6 BOLLARDS 9 RETAINING WALL PAINT CURB.
- FINISH GRADE
it
11'-2" 4'-10" 2.011 a
4 2'-0" ot 4'-8" 4'-6"
�I
2 ',I
6-8 L
2'-4 /4' i 4'-0174" r�
1 4 �T -
i" o
A6 IN R I
WqL11:2 FARM i M 9 ? 5
% I CVif
V
I i M
N ! ls
\ \ \ C
TYP.�
f
2 OF 5
O I v
V_G)
1 ►� � T _ T �•�
�T
6OIL
i I 1 a�Ci
T d D/U DIRECTION
cp
bo
N a
� I
� I
� I
a I �
PROPOSED FRONT ELEVATION
'A i lilwaAl ml A
E
F
H
T
8
CV
E
F
CO (E) CONC. ISLAND a
(E) VAT (L
51- 511
O
2' 0" Z-01 ui0
D
SCALE: 3/4" = V-0" O 4'-0"
E E
i D C
A
M CV d
r
in #5 REBAR .
cr, i N @ 16" OC �o
EACH WAY
T
r
_j 11 311 311
"' U CLR CLR
1'-0" 1'-6" 2'-5" 2'-0" 2'-11" 5'-0"
DIA. DIA.
i
(P) APPROACH ELEVATION SCALE: 1/2" = V-0" O3 PROPOSED FLOOR PLAN SCALE: 1/2" = V-0" o
OF Lo w
U
CC N m O
R Z D_j Z
° ..� Q Q
�•ROLAND EDVWVARD McPHEn�ON o Q Q
...........
Q CCU
�y�� -c •°° 8-9177 • .41 U)
rr
WELLE FARWO
4 o J �
N
5 Y
W
o J
Z
U)
T
N 6i 0 od
T
O2 6 TYP. W
r
OF 5 _ CL
o
Z
eo A O �-
�Z0—w a ` L
Lu
(1� w
✓
0 —
0 W L.i. W �� LL a, t--
37 a C� x
r s
W F-
N
HOP ®■ 2<iZ
511/2" <4i a
R/P 9F-
7 3 7 7117 0..�.A CL,i Q
F 1 f U' U)
A -La r Q W a, W
Z.
ca.
�— JU rw
U ® o
O� °-°p
2'-0" 4'-8" 4'-6"CC
1 V
D/U DIRECTION V
11'-2 4'-10" 2'-0" DRAWING NO.
18'-0" A-3
SHEET
OF
PROPOSED SIDE ELEVATION SCALE: 3/4" = V-0" 5 PROPOSED FRONT ELEVATION SCALE: 1/2" = V-0" 2 �•
O
O
T
8
6i
o
9
3
--------------
F
- -------------------
�
Z
CO (E) CONC. ISLAND a
(E) VAT (L
51- 511
O
2' 0" Z-01 ui0
D
SCALE: 3/4" = V-0" O 4'-0"
E E
i D C
A
M CV d
r
in #5 REBAR .
cr, i N @ 16" OC �o
EACH WAY
T
r
_j 11 311 311
"' U CLR CLR
1'-0" 1'-6" 2'-5" 2'-0" 2'-11" 5'-0"
DIA. DIA.
i
(P) APPROACH ELEVATION SCALE: 1/2" = V-0" O3 PROPOSED FLOOR PLAN SCALE: 1/2" = V-0" o
OF Lo w
U
CC N m O
R Z D_j Z
° ..� Q Q
�•ROLAND EDVWVARD McPHEn�ON o Q Q
...........
Q CCU
�y�� -c •°° 8-9177 • .41 U)
rr
WELLE FARWO
4 o J �
N
5 Y
W
o J
Z
U)
T
N 6i 0 od
T
O2 6 TYP. W
r
OF 5 _ CL
o
Z
eo A O �-
�Z0—w a ` L
Lu
(1� w
✓
0 —
0 W L.i. W �� LL a, t--
37 a C� x
r s
W F-
N
HOP ®■ 2<iZ
511/2" <4i a
R/P 9F-
7 3 7 7117 0..�.A CL,i Q
F 1 f U' U)
A -La r Q W a, W
Z.
ca.
�— JU rw
U ® o
O� °-°p
2'-0" 4'-8" 4'-6"CC
1 V
D/U DIRECTION V
11'-2 4'-10" 2'-0" DRAWING NO.
18'-0" A-3
SHEET
OF
PROPOSED SIDE ELEVATION SCALE: 3/4" = V-0" 5 PROPOSED FRONT ELEVATION SCALE: 1/2" = V-0" 2 �•
O
O
-
6" x 4" x 1/4" STEEL
CLEARANCE ARM
SEE ELECTRICAL
CON' TOP
CONCRETE DO O
MED
Clearance- 9'-
' ,,
1/8" THICK
° PLAN FOR SPEC'S
STEEL CAP
° OF FIXTURES
PLATE
CONIC. FOOTING
FC'=3000 PSI
°- „
a 4 SH. 40 STEEL BOLLARD
„ F9 R
'--1 /2 x5 x54 BLACK
w
w
NEOPRENE RUBBER
ai
o_
SAFETY BUMPER
#3 TIE
nab
4" SQUARE
STEEL POLE
-
o
BOLTED TO ARM
o = N CONCRETE
VERTICALS
311
- FOOTING
ALL STEEL TO
BE
@ 21-011 0
-
rn
PRIMED & PAINTED
100e\
3"'ICER.
cfl !F!
�\ \
PER WFB SPECS
L %��
ALL EXPOSED PAINTED
DIN STUD
GROUNDING S
co ° ,
/ /{ CONC. PAD
�\ N�
SURFACES SHALL BE
0 J
FLOOR PLAN .
;�\\ \�; \
COATED WITH
HAND HOLD OR
„
6 x 4 x 1/4"MATTHEWS
STEEL TUBE
#282-208SP
Q
ANCHOR BOLTS
JUNCTION BOX"`/\\�
\�' \\/\�
\/\d / „' /./, . j
1 "0 ` f
%\\�
6 „
3/4 DIA.
"
X 24 ��
VCC GLASS CLEAR, WITH
MINIMUM 2 MILS DRY FILM
AS RECOMMENDED/
\°�` `\%\�\`
/� / // //�,
LONG
THICKNESS (DFT) PER
SUPPLIED BY POLE
MANUFACTURE
BASEPLATE PER
MANUFACTURER'S\\\�\\\\\\
,`' ///!f , '° ' /'
,
t\\\
GRADE
ANCHOR
BOLT(
MATTHEWS APPLICATION
SPECIFICATIONS.
SPECS.
/ / % /' // �`
\/oF`\ /F\
REQ'D
DRIVE
-UP
ca
9
d
sQ
�,
BOLLARD DETAIL 4
CLEARANCE BA DETAIL
O
g
C\1
WASHER W/ NUTS AS
GRADE
SUPPLIED BY THE
'o
c
..
POLE MANUFACTURE
r f
. �/���/�� / /�� / /���/� ,,�j
,
TYPE G EXP I JOINTS N GUTTER
6
p
MALL BE SPA AT A MAXIMUM DISTWE OF
ry
�s
�.
... ,
601 APART AND AT RADIUS OTS P. T, S AND
13" x 13°' x 3/4"
4.
� r
P* C1 & TYPE CONTRACTION JOINTS IN ' CUR
0'-10°
STEEL BASE
PLATE
w
o
zo
_ a
SPA �T
CMAXI'
4 #6 VERTICALS
ELECTRICAL CONDUIT
DISTANCE BF Y APART,
O O
@ 2,-0" f1S - 1 @ o.:
.' Q. AS REQUIRED
_
1" DIA. HOLE (TYP.)
EACH CORNER _
Q
4
2
,
R 15'
6" x 4" x 1 /4"
STEEL TUBE
z
O
***DEPTH OF BURIAL 1
FOR ELECTRICAL �..
.. .... ,. °.'
4
. CONCRETE FOOTING
_ -
cc o
w oc T r
> _
„ ,�
3 x 5 x 3/8 STEEL
-
o -
"FC'=3000PS1
O
CONDUIT$,
IN PARKING AREA &
; 4 �4
c �. �.
-
GUSSET (4 REQ D)
U
w
MINOR ROADWAYS. . ; 4
:'.. #3 TIES @ 12" O.C. TYP.
. # R €
o
18" BELOW SUB .. #3 TIES @!2" O.C.
GRADE 4 °� 4 <a @ TOP 12
a . ¢..
O 0
IN PLANTER AREAS:
_ I
N
T
w
18" BELOW' GRADE
�`
�'low
T'
"
ac
FOR PVC PIPE 6"
2'-011
PLATE TO TUBE
BELOW GRADE FOR
RIGID CONDUIT TO
0 == #
GUSSET TO TUBE
GUSSET TO PLATE
3/16„
0 -1 1 /2 „
z
0 = 3 X � � �
w
w
TOP OF CONDUIT
EXPANSION DOWEL
�
�
o
}
m
~O
Iw-
o
z 0-!..
¢ Q
Q
Q
10
LIGHT STANDARD DETAIL
7
CURB DETAIL
®
CLEARANCE BAR
BASE PLATE DETAIL
0
o
r'n
NEW CONCRETE SLAB TYPE, SURFACE
FINISH AND THICKNESS TO MATCH
J
EXISTING IN THE SAME AREA. WATER AND
Q
COMPACT SOIL TO 90% PRIOR TO POUR
6,P
3/4" DIA. x 24" LONG
W
Q
ALIGN THE SURFACE 6„
ANCHOR BOLT (6 REQ'D)
OF NEW W/ EXISTING
t—
..• . ..
_ o
0
a , .
d ° 4 Qe .. a! a .. .a.
d a ..
n a
_
CONCRETE
VURB
w
�
_
ti r .....�.` � a
&s n . �..y. L .
`0 DRIVE UP
O Uj
co
9vt3U�lFifl§71tI�L,itL4�il�t�r
.............. .....�....,..., .m :�,
® �• 1 ; ` s
'a o•<` csE�•���
MIN. 40 BAR DIAM. LAP (TYP.)
/EXISTING
CONCRETE SLAB
< CC
w
Q
x
z
__...:
, =
®NSA
®ate®®0
#4 @ 24" HORIZ. BOTH' DIRECTION
o
BARS ON A 16 ��
IJJ
IN NEW CONCRETE SLAB
�
(6) #5
PATTERN WITH (4) #3
..
w
(� U
F
j
1. DRILL 1/2" DIAM. BY 6" DEEP
(
HOLES AT 24" OC. THEN DRIVE
STIRRUPS @ 6" O.C. AT
z
O
w
REBAR DOWEL INTO HOLE, FOR
�,
�
TOP 18", THEN 16" O.C.
V
o
w
�
TIGHT FIT.
THEREAFTER
�u
®
O
k McPHERSON
2. OR, POUR ROCK
OCc
a.
U
■ DESIGN
■ GROUP p.c.
3. OR, HILTI HIT C-100 EPDXY
;,-ga
DRAWING NI'O.
STRUCTURAL ENGINEERS 6371 Center Drive = Suite 100 • Norfolk,VA 23502
SYSTEM PER ICBO # 1410
A-4
Structural Engineers with Practical Solutions
-
SHEET
11
8
E CONCRETE TO CONCRETE DETAIL
� )C � )
6
O
CLEARANCE BAR
FOOTING DETAIL
3
0
5 of
0 20' 40'
SCALE:1 "=20'
LEGEND
B. L.
BUILDING LINE
CM
CONTROLLING MONUMENT
FND.
FOUND
P.O.B.
POINT OF BEGINNING
P.O.C.
POINT OF COMMENCING
B.C.P.R.
BRAZOS COUNTY PLAT RECORDS
I.R.
IRON ROD
SYMBOL LEGEND
X -CUT
LEFT ARROW
®
SQUARE COLUMN
®
CIRCLE COLUMN
C�
HANDICAPPED
4
ARROW
�-
SIGN
®
BOLLARD
VACUUM TUBE
-0
MIRROR
O
CABLE STUB
LIGHT STANDARD
GRATE INLET
�--
FLAG POLE
+
FIRE HYDRANT
�J
WATER VALVE
O
IRON ROD
®
CAR
BENCHMARK:
ELEVATIONS SHOWN HEREON WERE BASED ON ASSUME ELEVATION OF 100.00.
BENCHMARK 1 = 100.00'
(SET 1/2"I.R. WITH CAP STAMPED "AGS" AS SHOWN ON MAP)
GENERAL NOTES:
1. BEARINGS BASIS ARE BASED ON RESUBDIVISION OF PONDEROSA PLACE
SECTION TWO TRACT "F" AS RECORDED IN VOLUME 2155 PAGE 43 B.C.P.R..
2. SQUARE FOOTAGE TOTALS SHOWN HEREON OR REFERENCED HEREIN ARE
BASED ON MATHEMATICAL CLOSURES AND DO NOT NECESSARILY REPRESENT THE
POSITIONAL ACCURACY OF THE BOUNDARY MONUMENTS.
3. THIS SURVEY DOES NOT PROVIDE A DETERMINATION OR OPINION CONCERNING
THE LOCATION OR EXISTENCE OF WETLANDS, FAULT LINES, TOXIC OR HAZARDOUS
WASTE AREAS, SUBSIDENCE, OVERHEAD, SUBSURFACE AND ENVIRONMENTAL
CONDITIONS OR GEOLOGICAL ISSUES. NO STATEMENT IS MADE CONCERNING THE
SUITABILITY OF THE SUBJECT TRACT FOR ANY INTENDED USE, PURPOSE OR
DEVELOPMENT.
4. THE WORD "CERTIFY" OR "CERTIFICATE" AS SHOWN AND USED HEREON MEANS
AN EXPRESSION OF PROFESSIONAL OPINION REGARDING THE FACTS OF THE
SURVEY AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EXPRESSED
OR IMPLIED.
5. NO EASEMENTS, RESTRICTIONS OR COVENANTS HAVE BEEN RESEARCHED OR
ADDRESSED ON THIS SURVEY. SUBDIVISION PLAT WAS NOT LEGIBLE. BOUNDARY
WAS PLACED ON MONUMENTS FOUND ON THE GROUND. THIS IS NOT A
BOUNDARY SURVEY.
FLOODPLAIN NOTE:
BASED ON THE FLOOD INSURANCE RATE MAP NO. 48041CO310F, MAP REVISED
DATE OF APRIL 2, 2014 INDICATES THAT TRACT LIES WITHIN AREA ZONE
"X" -(UNSHADED) AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL
CHANCE FLOODPLAIN. IN ADDITION THIS MAP STATES "THIS MAP IS FOR USE IN
ADMINISTERING THE NATIONAL FLOOD INSURANCE PROGRAM; IT DOES NOT
NECESSARILY IDENTIFY ALL AREAS SUBJECT TO FLOODING, PARTICULARLY
FROM LOCAL DRAINAGE SOURCES OF SMALL SIZE, OR ALL PLANIMETRIC
FEATURES OUTSIDE SPECIAL FLOOD HAZARD AREAS. CERTAIN AREAS NOT IN
SPECIAL FLOOD HAZARD AREAS MAY BE PROTECTED BY FLOOD CONTROL
STRUCTURES". THE APPROXIMATE LIMITS OF SAID ZONES AS DETERMINED
HEREON ARE SCALED FROM SAID MAP. THIS INFORMATION IS NOT INTENDED TO
IDENTIFY SPECIFIC FLOOD CONDITIONS.
FND.1 /2"I.R.
O H.P. MAYO RPLS 5045"
w
P
N
N
N
W
siN
M
F'
u)
z
FND.1 /2"I.R.
R,59� .g9'
6 46'A'"
r�
CHB=N40'35" S i
CHD=174.37'
LONGMIRE DRIVE
(70' RIGHT—OF—WAY)
S3212'28"E
39.09'
1, GRACE Y. CERVIN, A REGISTERED PROFESSIONAL LAND SURVEYOR OF THE STATE
OF TEXAS, HEREBY CERTIFY THAT THE ABOVE TOPOGRAHPIC SURVEY CORRECTLY
REPRESENTS THE FACTS FOUND AT THE TIME OF THE SURVEY MADE ON THE
GROUND UNDER MY SUPERVISION.
GRACE Y. CERVIN
REGISTERED PROFESSIONAL LAND SURVEYOR
STATE OF TEXAS NO. 5564
FND.1 /2"I.R.
R=25.0'
L=39.27'
REVISIONS
1 REVISED BOUNDARY
V
MA
�Oj
SITE
VICINITY MAP - N.T.S.
PARTIAL TOPOGRAPHIC SURVEY
OF 1.840 ACRE TRACT
BEING OUT OF TRACT 17-11'
RESUBDIVISION OF PONDEROSA PLACE
SECTION TWO TRACT "F"
IN THE ROBERT STEVENSON SURVEY, ABST. NO. 54
BRAZOS COUNTY, TEXAS
BRAZOS CAD APPRAISAL PROPERTY NO: 37922
1801 ROCK PRAIRIE ROAD, COLLEGE STATION, TEXAS 77845
3/16/ 5 Drawing By: AH
Checked By: GYC
Project No:
102-002-2015
AGS CONSULTANTS, LLC.
16800 GREENSPOINT PARK STE. 180N
HOUSTON, TEXAS 77060
0-(832) 301-3815
F-(832)-413-5210
TPBLS FIRM NO. 10193810
Date: 03/12/2015
F. B.:
Drawing Name:
102-002-2015
Scale:
1 "=20'
Atlas/KM No.