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CITY LIMIT LINrk
SUBJECT TRACT
EGE STATION �wm�/mw�/"�m' \
ROOF AND ~--_-_ --_'.-_ MECH '- EQU SHALL BE
SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE
FROM ANY P"°L
C RIGH T-OF-WAY OR RES D WIT .
150' OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET
~~E--E'--' /wBuvE um*uE.muCn ScmEEm/mu Sru~uL BE Cwvnvm*TEm WITH THE ^~p��"�~^*,`=.�"~r`.°��'' .�~���=^r~, " _ ' '� - �,''~=--`� - ,`,--`� - . - _' - ~�� ~`
BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED � ---�----
PROPERTY BOUNDARY '
� .'._'__'__ - 0 to
----=----- PROP SAN' SEW. LINE ( 8Y OTHERS) uc/ru�rum `
� . � \
---�
EXIST. SAN' SEW' LINE "'�� FOR PROTECT "' EXIST '�~~ '^`~ N AREAS `~^~
PROP
�
| --- w --- WATER LINE ��Lj ( SOME BY OTHERS)
| ' 1 ALL TREES AND NATURAL AREAS SHOWN ON PLAN TO BE PRESERVED SHALL BE PROTECTED `�
' --' v --' EXIST. WATER UNE (W.L.) ' PROP. ~'-'--
' ' DURING CONSTRUCTION WITH TEMPORARY PROTECTIVE FENCING. SEWER MANHOLE
-- --� PROP ' 3TW ' SE�' L|NE 2' THE TYPE OF PROTECTIVE FENCES TO BE USED SHALL BE APPROVED |N ADVANCE BY ��
c --- PROP. ELEC. LINE -- ' ' UNIVERSITY REPRESENTATIVE.
-- r -- PROp'TELE' LINE 3' PROTECTIVE FENCES SHALL BE INSTALLED PRIOR TO THE START OF ANY SITE PREPARATION INLET EMPLOYEE 0 i W r o - - -
--'315--- EX|ST.00NT. WORK (CLEARING, GRUBBING OR GRADING AND SHALL BE MAINTAINED THROUGHOUT ALL PHASES PARKING
--'315-_- PROP. CONT. OF THE CONSTRUCTION PROJECT.
)4 GAS METER 4' EROSION AND SEDIMENTATION CONTROL BARRIERS SHALL BE INSTALLED OR MAINTAINED IN A
4( POWER POLE (PP)
MANNER VYH|�H DOES NOT RESULT |N 80L BUILD-UP WITHIN TREE DR|PL|NES. _ ._____ _____
` ' PROTECTIVE FENCES SHALL SURROUND THE TREE (�R GROUPS OFTR���r-ANQ-OF ---- -----' --- �-�-- - - �� - -_ _` |
LIGHT POLE (LP) ' -
' LOCATED AT THE OUTERMOST Uk��� OF BRANCHES OR FOR NATURAL AREAS
RR[ HYDRANT (FH) u."� , .
' 5 PROTECTIVE F�N��� SHALL FDLh0VY THE L|K8|T OF CONSTRUCTION LINE, IN ORDER T0 PREVENT
{Y
WATER VALVE (0x0 ' '
' ' THE FOLLOWING:
�� SAN. SEW. CO '
w o
`~ ' A. SOIL COMPACTION IN THE ROOT ZONE AREA RESULTING FROM VEHICULAR TRAFFIC OR
W�\ �N. SEW. MANHOLE (WH) STORAGE OF EQUIPMENT OR MATERIALS; - B ROOT ZONE DISTURBANCES DUE RJ GRADE CHANGES (GREATER THAN 0 |N' CUT OR FILL)
K0 STM' SEW. WANHOLE
B. ` ��'
=" OR TRENCHING.
! �� ' ' 3T� SEW. 80� INLET C. WOUNDS EXPOSED TO RO{7��' i TRUNK (]R LIMBS BY MECHANICAL EQUIPMENT. EEQUIPMENT. D. OTHER ACTIVITIES DETRIMENTAL TO TREES SUCH AS CHEMICAL STORAGE, CONCRETE TRUCK SOD
__----=� DRAINAGE ARROW
| CLEAN|NG, AND F|RES' OF
WATER METER (mM) S_ EXCEPTIONS TO INSTALL FENCES AT TREE DR|PUNES MAY BE PERMITTED IN THE FOLLOWING
DRIVE
AREAS:
CONC
' A' VYHERE TH�RE |� TO BE AN APPRDVED �RADE CHANCE, IMPERMEABLE PAVING SURFACE �
x,
� TREE WEL OR OTHER SUCH SITE DEVELOPMENT, ERECT APPROXIMATELY 2 TD 4 FT. BEH|ND - 44481 0.4
JFL
THE AREA |N OUEST|(]N' |
B' WHERE PERMEABLE PAVING � |S TO BE |NSTALLED WITHIN A TREE'S D\SC|PUNE, ERECT THE
��|�L TREE
' FENCE AT THE OUTER LIMITS OF THE PERMEABLE PAV AREA (PR|OR TD SITE GRAD|NG SO - /
THAT TH|8 AREA |S GRADED SEPARAlELY PR|OR TO P/V|NG |NETALLAT|ON TO M|N|K8|ZE ROOT
' ` m
[V\
�HE'
C E TR�ES AR� �UJS� TO PROPO3�D BU|U]|NG3 �RECT THE FENC� TO AL�O� G TD 1O \ 0
� EXIST. TREE ' ° ^ ' ^\7 ---- ___-\ �
FT. OF WORK 3PACE BETWEEN THE FENCE AND THE BU|LD|NG. - . -- . �
- 7 VVHER� ANY 0F THE AB(D/E � 0N3 HE8ULT |N A FENCE BE|N� {�LOS�R' THAN 4 F[ �� `- ~` s -__� s e
-- ' '' --'�'' o\
i A TREE TRUNK, PROTECT THE TRUNK WITH - STRAPPED-ON PLANK|NG TO A HEIGHT 0F 8 F[ '
! /OR TO THE OF LOVV�R BRANCH| |N [[ON TO THE �EDUC�D F�NC|N� PROV|DED'
� �~^'~ '-` � - ~=~�� ��"�~^
-- -- NAT0NS' O TREES APPR{��D R}R REK4O\�L!SHALL �� H�K�OVE� |N A �/�|NER VVH|�H DOE�-�O[lM1P��|----- ------
A8BRE ----- -----�- --- - '
'° ' ' ~~^ ~
TREE� �O B� PRES�KVED
N pCC - PORTLAND CEWENT CONCRETE ANy RO(�� E�p(}�ED 8y ' ONSTRU�D[)N A[J[y�y 3HALL �E pRUNED R_USH yy|�H THE 80L
FOC - FIRE DEPARTMENT CONNECTION Q' C ' ��
� BACKRLL ROOFAREAS QUALITY H �OOD QUAL[ TOP SUiLAS 3OON AS POSS |F EXPOSED ~
ROOT AREAS ARE NOT BACKRLL�D YY0H|N 2 DAY3. COVER TH�K4 VV�H OR��N|C �ATER�L |N A
m .'__. '''__- ..._ ..-� __' �-__- - _ - . _ �
MANNER WH|CH REDUCE3 SO|L TEMPERATURE AND MINIMIZES WATER LOS3 DUE TO ~` `^
_----- -- '/ ~ �u
EVAP0RAT
' ON ' /-�-- ` ~~~� -^`� ,~ \ Q �*
� ,` �� ~^ \ m �� --- --�e_/
Q�� W / "�1n / > L`�_ � ,/" / � \ �»�»�~8�A...~ } /k |
LANDSCAPING POINT CALCULA11ONS
MARK
COMMON NAME
BOTANICAL NAME
SIZE/SPACING
QUANTITY
V N U T E
POINTS
A
TEXAS PISTACHE
PISTACHIA TEXANA (CANOPY)
2 1/2 CALIPER MINIMUM
4
150
600
B
JAPANESE BLACK PINE
PINUS THUNBERGIANA (NON-CANOPY)
1 1/2 CALIPER MINIMUM
3
40
120
c
GOLDEN RAIN TREE
KOELREUTERIA PANICULATA (CANOPY-SS)
2 1/2"-3 CALIPER MINIMUM
3
150
1 450
D
CRAPE MYRTLE
LAGERSTROEMIA, INDICA, (NON-CANOPY)
1 TO 1 1/4 CANES
3 MINIMUM
6
40
240
E
CEDER ELM
ULMUS CRASSIFOLIA (CANOPY)
2 1/2 CALJPER MINIMUM
4_
150
600
F
TEXAS RED OAK
QUERCUS TEXANA (CANOPY)
3 1/2 CALIPER MINIMUM
3
300
900
H
CHINESE HOLLY
ILEX CORNUTA 'ROTUNDA�
3 GALLON 36" O.C.
27
1
27
i
BURFORD HOLLY
ILEX CORNUTA
36: O.C. MAX.
36 MINIMUM HEIGHT
42
10
420
MAXIMUM
M
GOLD MOUND SPIRAEA
SEIRAEA JAPONICA 'GOLD MOUND'
1 GALLON
3
1
3
0
CHINESE PISTACHE
PISTACIA CHINENSIS
2 1/2 CALIPER MINIMUM
3
150
450
-
ANNUALS
SEASONAL VARIETY SELECTED BY OWNER
OR ARCHITECT FOR INITIAL PLANTING
JUMBO 6-UACK.FLATS
PLANTS 10 -1 O.C.
90 S.F.
REQUIRED LANDS E POINTS PROVIDED LANDSCAPE POINTS
TOTAL AREA:
STREETSCAPE (ALONG HOLLEMAN DRIVE. A MINOR ARTERIAL):
196 LF. OF ROAD FRONTAGE/32 = 7 CANOPY TREES OR
14 NON-CANOPY TREES REQUIRED
ALONG WITH 7 CANOPY TREES WITHIN STREETSCAPE AREAI
091ding will be spr$I*ted)
ORGAN!_ZED CAP INC. AND
CLARKE & WYNDHAM, !NC. EXISTING TREES - TO RE AIN. (NOT
CALLED 5 AC. TRACT a IN LANDSCAPE POINT TOT S) TYP. T"
vvL' 2/vu. r* '9/ - EXIST TREES TO BE PROT CTED PER .w
CURB INLETS (1)
o 00 00
Ulm
PROP. STORM ui
CONCRETE
VISITORS SIDEWALK
(9) IM30W
_,)ALE S_
bz) BOU (1 J
SOD
SHEET TITLE-
----.-_ / / U N
EX|�� 30" 7�� U U AlUnQt"~APr- |U
SANITARY
_~
E'.... ^uoo--
__ .`^` ~ DRAWN BY; JBF
______--O~�°~u~xvm4x� ��RI��� ~' ��0° �� �� &&� ~`~' ` REVIEWED FOR DATE. 'fl/15/04
����' __
�� - .~ "x.=,. �r. .. , �
_ ^�� WIDE �� ���� '
-- -_ -'-' «==~~ « �� ��K~j -- ' COMPLIANCE SCALEw. AS SHOWN
__________________ __________________________________-- __ .
--- �EET _~----
' ~~~- N N
' ) ~-_^ m�m�/ m
~-
'1 t
CITY LIMIT LINE
/ X l
SUBJECT TRACT
sp
y
LEGEND
CITY LIMIT LINE OWNER /DEVELOPER: PARKINV
Curtis Investments - College Station, GENERAL NOTES: ABBREVIATIONS:
LLC. OFF - STREET PARKING REQUIREMENTS 1. LANDSCAPING IS SHOWN ON SEPARATE PCC - PORTLAND CEMENT CONCRETE
5641 Yale Boulevard, Suite 100 SHEET DESIGNATED AS L 1. FDC - FIRE DEPARTM CTION
- `
R ' Dallas, TX 75206 A. TOTAL NUMBER OF PARKING SPACES � 6" RASIED f
F Fk Mr. Chris Curtis BUILDING BUILDING SIZE, UNIT PARKING EXTENDED NUMBER 2. ALL ROOF AND GROUND - MOUNTED ERTICAL CURB - TYP.
Telephone (214) 368 -5091 TYPE OR REQUIREMENTS, OF REQUIRED MECHANICAL EQUIPMENT SHALL BE SCREENED i
USE square feet parking spaces per sq. /ft. PARKING SPACES FROM VIEW OR ISOLATED SO AS NOT TO BE 30" SANITARY
CIVIL /SITE ENGINEER: PROP. OFFICE BUILDING 13,800 sq. ft. 1 space / 250 sq. ft. of bldg. area 56 VISIBLE FROM ANY PULIC RIGHT -OF -WAY OR \ SEWER LINE i rti,
r CSC Engineering & Environmental RESIDENTIAL DISTRICT WITHIN 150' OF THE
Consultants, Inc. SUBJECT LOT o 24
, MEASURED FROM A POINT FIVE ' N45 56'""E - 1 10,00
' � _
Y ;
3407 Tabor Road TOTAL NUMBER OF PARKING SPACES REQUIRED: 56 FEET ABOVE GRADE. SUCH SCREENING SHALL i
Bryan, TX 77808 TOTAL NUMBER OF PARICING SPACES PROVIDED: 54 BE COORDINATED WITH THE BUILDING /; 11 q a `• ,.'
Telephone (979) 778 -2810 B. HANDICAPPED PARKING ANALYSIS ARCHITECTURE AND SCALE TO MAINTAIN A
UNIFIED APPEARANCE.
(VARIANCE REQUESTED �% a -" ' - _ ,�� •4 / {K _ Q ' { ,
Y d
Fax (979) 778 -0820 1. REQUIRED NUMBER OF ACCESSIBLE SPACES )
SECT. 7.2.H.9 OF UDO � • x � - � i
i � °- :.- ,'� -' { - • .� s % "• SE'A �=_ �� ' -• " -- a '4s�' ■ -+
SURVEYOR: TOTAL PARKING N [NEVIUM TOTAL NUMBER OF NUMBER OF ACCESSIBLE 3. THE SUBJECT PROPERTY DOES NOT LIE TB
''
BLDG.
KLING ENGINEERING & SURVEYING SPACES PROVIDED ACCESSIBLE SPACES REQUIRED UIRED SPACES REQUIRED TO WITHIN THE 100 -YEAR FLOOD PLAIN. �
�`_. % ; = 1=. ¢' :` - -
4101 TEXAS AV. BE VAN ACCESIBLE 'J �
P.O. BOX 4234
1 -25 1 1 �'. US de _ i' �� u ■
I Ld
J ui
-i 0 Q a- ^ co
U_
0 L
U i3
i 3
PROP. DUMPSTER W,
®1 I
/ BRYAN, TEXAS 77801 a - PLOY< =L `' '" ` .. � 1 6' -0" WOOD SCREEN 1
'
Telephone 979 846 -6212 26 -50 2 1'� d ,. i�2 = " Sto _ d y `-
GR �E� P ( ) 51 -75 3 1 %' A KING • o :,' _ - Q
'A' - t
E i . "- m . I .� ■ F ROP. ELECYRICAL i 15 O S: PROP. 30 JOINT d
�J 1 FOR 56 SPACES PROVIDED, 3 ACCESIBLE SPACES ARE REQUIRED, ONE OF WHICH MUST B,
ARCHITECT VAN ACCESSIBLE ACCESS EASEMENT : �` q =FIRE /'E) s : ANSFORME2 r�
RISLEY & ASSOCIATES u a <, -� - r F K ' ' ; ,h
6101 PHOENIX AVENUE 2. ACCESSIBLE SPACES PROVIDED '"� /' d _ a s • a 4� d •Y ,t T % Q
q/ FORT SMITH AR 72903 CATEGORY PROVIDED REQUIRED COMMENT $' a' a '= - "• 6
F Mr. TIM RISLEY - d :. ' '' ' " s -7 .{ . 7 _ t' ...� <
a UULIC {
TOTAL ACCESS113 LE 3 3 0 EXTRA tI. < a _ WID ,% hh ,., _ , �s a
% a / ' - a �. U �' . " c a r v �, t - nj
-2636 , c may -
30
UTILITY EJ�
Telephone (479) 452 ACCESSIBLE ENT '
ART OF TOTAL 1 1 0 EXTRA � `
PROP. SAN. SEW. LINE (BY OTHERS)
ES'S - EXIST. SAN. SEW. LINE
w PROP. WATER LINE (W.L.) (SOME BY OTHERS)
w EXIST. WATER LINE (W.L.)
sw PROP. STM. SEW. LINE
E PROP. ELEC. LINE
E EXIST. ELEC. LINE
G PROP. GAS LINE
T EXIST. TELE. LINE
315 EXIST. CONT.
315 PROP. CONT.
N GAS METER
POWER POLE (PP)
LIGHT POLE (LP)
FIRE HYDRANT (FH)
J0 WATER VALVE (WV)
O SAN. SEW. CO
SS SAN. SEW. MANHOLE (MH)
0 STM. SEW. MANHOLE
U STM. SEW. BOX INLET
DRAINAGE ARROW
6M WATER METER (WM)
CONC. DRIVE
300'
(150) FIRE HOSE LAYOUT R (SPRAY DISTANCE)
CONCRETE CULVERT
2 - 36" P.CP'S
EXIST_
CONCRETE
WINGWALL 1
EXIST.
CONCRETE
WINGWALL
/
r rf C �
H, :DV
s � `
'MS
PROP. RIP RAP
APPROXIMATE
100 -YEAR \\
FLOODPLAIN LINE
(LIMIT OF ZONE AE)
M s - _ _ _ _ _ _ t _ •2' N „ ° " -.- Al
- _ WATER M TER - '1 S7
---._ , ' -_-___ DECORATIVE PAVING � /`'`'•
t�
_ � IRRIGATIO �' N i � {` � i's
AS
PROP.
Ni - t
"•...,, "•"""r��,.- •���',.4��.r�� 14',fii t$'�}- d ��' k 0 ``\. ``..\ `,\ `y ` \Y ',, - �- •.�..�, f!} ; i "P} -- g,y -.-
4
.,xr - x.., .: _: .r.:; S lo w `vices �,. - `'\ S. \, , - �'• -. s. r
" _ . <��; � -. 5 ' _ � _ � _, < „� 2 � ., ,.. PRZS� - �'` ___�- .:� _ ;S`� '\ ” � i `'� � `'. ,`� - •� �; - - ,��
r ✓51 >;_ 5"`.:` - .� t-i-^7a'Ft'�*w^'-'3F�" _ - ^ ` - .- ...: .- ::�......_ h�. V t ` 4 - t ` \4.. -\ ', r,$"
•' = .5. -, %%. uys; ,t.' R. - v.- ....�- _._.:-- ...... 4 ~ •y� \�// /, _ �! ., ♦ t ''. '\ J '-- �J`-s
'.-e^ - :,r •: 5 �` rv��- .z ` .,� _ .r....__- s-.,.- "�. �►•.l� i .. GAS i . •,.i r_ -
esz+..,- .d....,. rxr�. o f _......,_ ''..` t \t� �'\ ESS
RES ¢a •� - r�`�'<; _ ,.F�- �y3`"rs .,r"^ t=f �''s-
ERSE �``'' �s .� �" `�'a ��'�u, `•.,�•�� . �.�,_'. x .�, a�. -�y:�� y ;�.�x'%. ° s. >' �:� §r;� _.,fix,. 1 ''t /-•�, �� `? ZU _ �'��j���,o -
-150 PROX. 77 ... a N = -° ® EXIST. 30
-'-� N =��� � � - � � �� ����' �`���,� =vim - �--�, --�- �� N �����
0 MALL � -��- -� - � - - -� - �' - _ �. -s � �.'�� -
�'--_ STORM .�,' ,.f.;' ." SANITARY
•-�'
-..-_ AY APPROX 92fl �.,� � �- �F;�_i�. ���. --`.. •�_�= - �°- ������=�'- �� --�-s �•�' V���- =�:=•� �:�� =�� � r`- �-- �� ��_ �- :�� _� � _ AR
LF n� ����r��� SEWER LINE
_ -.---- __--- PROP. AMBULATORY MANHOLE SEARS SERVICE CEN R DRIVEWAY \�.�n< °����2�..gY -'
- RAMP
APPROX 440 LF EX {ST. CURB
�'- -- PROP. AMBULATORY
- -- ---- -- -_ RAMP --
_ ______HOLLEMAN DRIVE 70_ ' R, R.O. W. i
47" WIDE PVMT (BC TO BC)
20 0 20 FEET '
IEViEWED FOR
COMP
DEC 1 9 2004
COLLEGE STATION_.--'
-4
U
DEC 0 9 2004
- _I ;
�U
U
SHEET TITLE:
SITE
I PLAN
�'nu, PROD. NO: 403138 101
uN.:'^�ty: .
DRAWN BY JBF
/ DATE. M /15/04
SCALE- AS SHOWN
APP.. MFC
DRAWING
v5 SP -1
VAN (P ) q
VOL 911, F..63
PARKING NOTES: d d J r , ` ; ■ t
1. CALCULATED NUMBER OF PARKING SPACES ROUNDED OFF TO NEAREST WHOLE
COLLEG
NUMBER. ' : % ' Q a �•� - -, q - i ° w _ ° z ° °
(�( a n % . LJ CJ ? t Off pi �, z d o m
5 , - 3� : _ '< r ,. °; y - a`. 20 WIDE EASEMENT w Z w =
- } - EXIST. TREE y d .. 1 q� - Qj
- d" z "� _. <� B a .. d o A s ' CITY O
+ 4. i a F' . STATION �` r o Z
PROP. STORM " z z
SEWER MANHOLE r ,' a "° . �' ; i VOL. 454, 'PG. 364 j { _ z Re - c°, K o
•�' - - Q' 3�" •Q ' / •c .j - j U 1
w v°iSZm w �
SITE INFORMATION w�
Q a�
J - .a_ 6 4• f •E RA : _ USDA ~ OLL
e f . :" �• ' OVERHEAD - a o o rn
EXIST. TREE f : a r. I w �. z
7 - , . _ INLET' _ f • : OYE�E'_ - ' ' - _ _ d ELECTRIC LINE t (I� ° a ° N .
o ¢ c
LOT 1 BLOCK 1 OF U.S.D.A. s' 9 a �{. �' + y:�'` �' PARKI a k (5 -WIRE) wz Ww �u
PROP. ' :�, _, _ P0 ° ° >
SUBDIVISION, PHASE ONE f :' d �-'. d � 4 d RATF� " 3 " °O ~wU
°. '�• -�"� .Sw - �, a ; i' f tTi > z O a
, a. <. SW � a: aY, _ :d M V; Dui maw:- z a°
sw �� .
TOTAL AREA 1. AC. - : sir - ; `. 2 4 - - w _� W Z Z -
= _ - ?: - -- - -ROP.- BICY(;, E - - - - _ Z � i = F o - rn w
___ >_____:_: ^ry i a c - cam a� • _ .w .. .�'3 v - o' — .. n.� OZ ° ° �OmW
_ _ -- -- _R:0. lei/. AREA 0.05 AC �' — w
IR
2 . •- L1 8" AR �Z irww awZa
NET AREA 1.63 AC. .. ,• ; s -- , '_ a SANIT Z o LL Z 8
° _ �' ` �+w:.__ i i SEVtER LINE w r�r ° r ¢ n�° o
y
29 L k '.
P ARKI N G
t r a d !>i" `. ' i rc o a ° z� c
ZONED - WPC �,� s ' k 7 PROP. 39` JOINT : � aw 3 ''� 9 �, , . _ Q . : ' � � rn u1 ° -
_ �d d :�'�► f "� (PVC) N Q z z�ar aZO¢ =Z
p•. �•t�±+ q _ •■ •�• q , •• - `' _s 1. ..'£ `� - •\\ I 0 tuw O 0 a p0
a. A�iL,+EJJ EASEMENT v `6 �` '- `- _ ,d ! -- t I w w z m w
a 4 11 3 0 • t i °° > ° w a°
:dd• '.a -_' i "'r a,. i, •u _r -,F w a`' 'i, ; --, ` f ! wL�L of w U�� �wZZ trZ
i d i . '"•'•,,,� i _ _ aC 4 rt S, 'L 9 /r'I (`} F LL H — ° U LL h O O IL LL
OVERHEAD
4n
SUMMARY OF DOMESTIC WATER AND SANITARY SEWER FLOW
UTILITY AVG. DAILY FLOW PEAK HOURLY FLOW
DOMESTIC WATER 3.28 GPM 14.77 GPM
SANITARY SEWER 3.28 GPM 13.13 GPM
4 BARS CONTINUOUS 3 R 5 r� SURFACE COURSE �" 7 r -' ; I 0
# 3 -'' - ' -4 I� ED
PORTLAND CEMENT CONCRETE - r r Q
1 24"
;'Q # . • a ,.■...■ " e _ z -° ` ' w ' ,
d ELEC_ LINE Li Li d ' a C
1 3 tb a
P 5' SIDEWALK, � OF
ROP. DOWN �' ' ''i� ; 'o f w I i �A. �'F:9tp l i
ORGINI• %ED CAPITAL, INC. AND i � + ti OUTS (TYP.) i *.
�'LARI<E & WYNDHAM, IN � R ♦ * :
CALL
5.8 AC_ TRACT n < : �' d %✓" MF. CONLIN, ...
VOI . 21 w5. PG. 191 ' i I m r
j/ r .. 9 ... .. O
(VACANT - UNPLA IED) a i ..
ZONED - WPC i R _ =�. %' rf - � .�' � _ - F ' � � S' � 1 �i
g r - EXIST. CONCRETE ���..•"
PROP. HANDICAP LOADING ZONE OR "~ f f r ' " '-
-''" _�' :'`r -.~ - �` 4y d
- - - _ '-" r`~ - -r � l . .% r • ; -" ; f` SIDEWALK
PATHWAY TO MALL
N ; •n - f `~ PARKING LOT
j -- --7— •r• w I t
PROP. PCC. SIDEWALKS
STORY SINGLE % ` % . - �'" ! `
A ^
AP RAMPS -- - - -- - - -- - — _. . �,, . PRICE B ILIJ N0 i �' -- -- _
r' r
PROP.- HANDIC 1 J ,..f _ ---- °r. - -- - - - -
1 ,
_ '� I w
" . ,..- s � ' r^ Jf 3_ - .7Q , F 1 - ti w ; } f V1
v
s
PROP. 6 RAISED CONCRETE CURB (TYP.) ,' -- ta7 ti r- :'' r cnr
yiling vy1l,'� s�iinkles) : . r - `` -
t ti4% nr i f oz s
1 + a n y : .r " -' i� .r _ '.^'` � v} ■ � L� ,r _� .`_ �e�
PROP. CAR STOP (TYP.)
J� ~ I
:r }
PROP. PARKING SPACES AND NUMBER ___._ ,' -` - �' - • i '' �''� . -r _ = ` ;,. -- ��•3 '' - � -t' "' \, � i a I f '.`�� �- ►~" I
OOO OF SPACES r 2 i / „s F I. �r. _ ..
Q• i _ _ : . _ �'. ■ M ~`�� OVERHEAD
O
PROP. HANDICAP PARKING SPACE ` '/ d a. `- ~'` _
- � "• ,,,, ,.--� .,- -� r - ~ ,.,. -- �,_- % ,,; %' j% �f,r. � f ' �. I TELEPHO
4 BARS AT 16" O.C. E.W. TYPICAL --- -=- `? 4j i i "!� LINE E N
FOR PCC PAVEMENT SECTION . co
r
3" R _ 3 5 " -6" (THICKNESS VARIES -6" MIN. FOR._.F E '?� a� A a `` -- -i i l i ' ' _ -' f ■ *��
~ r ■ ( s , w
LANES AND MAIN ACCESS DRIVE)
Sw
3" " 3"
" "TREATED SUBGRADE COURSE a �' M ..- fr , , -.. -_ f + ■ E �, C3 F-�
j
( SEE GENERAL NOTES ON SHEET C -1 ° ' '' mss- '' XX ' ''' �.i' i i ■ `� "' vt<
\ n d ` - _ ' 6 ', = j %�Q, , •,. -='' l.,,,,,r D '. s ,. _ /' 'ir4, I [ ; $
ffi
FOR NATURAL OR EXISTING IN -SITU SUBGRADE
?- x� SOILS OR COMPACTED FILL SOILS.)
° . d 1 TIE -IN PROP. 4"
DOWEL #4 BAR,
DOWEL _ _- - _ __. �__ _!_ ._4 - .- ' - -- ■_ LINE�_ EXIST.
AT 18 O.C. _ PROP. '1. a ° z' m s.
' S W WITH HANDICA P NATE
RECESSED i ?, ,- `ti ACC RAMP SANITARY SE R 3 _ DOMESTIC WATER
CURB INLET i LINE } i ■ i
6 i - ' ♦[`mow
- i
18 " t P d C" ALFA-_ . 6 A n i 11
d d L--__ o -_ a _ . ' RQ
RIGID PC CONCRETE PAVEMENT AND CURB DETAIL .GAS POP. 6" WATER LINE
d 4: �` <- o '�. s3 -' 3 , C i I
�� - - ERVI LINE � ' R '
PROP. STORM NOT TO SCALE i o : , "=° v#sI : ° ■ SIDEWALK
{ i 1 i
a o �• { `
SEWER TO CREEK PROP. STORM i d ; �3 = a� a y : o�
SEWER ; �i
_ 90 4 1, TO PLOP
M3DX 3 F G LE WITH } \ I
As _�'' PROP. 10' PRIVATE a: - F .� :a j�°-- -- 3o D IGH
_ �py� R _ tSfrDG SE TB CK '54'. t
Ms _,.,_ ` DRAINAGE EASEMENT , `�+, a _ 3 , - 48 C; f ,I ;,,
+ Ms - ROP. GATE VA LVE ----- -�-`�� '�° -�__ - - -- -_ . "�; __ = °° Q _ 53 � a. �. 0 T L SIGN 1
- -_ -� r - -� i _ 4 N - �� _ _ TIE IN PR P 6
l�v d , ;:. _, - _ _ - WITH S " ; j ' ■ WAItR LIN1 J
M _ FIRE I a - - - - - -- .__ i �ltfL WITH "X6"
M PROP. ' it n�, - z - - ' f
s HYDRANT ' °- 1 DIP -TEE FITTII�
OT RPOUIRE � � O
A �+ U
SANITARY
SEWER.
MANHOLE
m
i
T
WATER �INE
(SEE DWGS.
BY KL19G)
R9 t�- M
I
f
N �
�
i Q � f
f
•+� 1
C7 _
PROP. DUMPSTER W,
®1 I
/ BRYAN, TEXAS 77801 a - PLOY< =L `' '" ` .. � 1 6' -0" WOOD SCREEN 1
'
Telephone 979 846 -6212 26 -50 2 1'� d ,. i�2 = " Sto _ d y `-
GR �E� P ( ) 51 -75 3 1 %' A KING • o :,' _ - Q
'A' - t
E i . "- m . I .� ■ F ROP. ELECYRICAL i 15 O S: PROP. 30 JOINT d
�J 1 FOR 56 SPACES PROVIDED, 3 ACCESIBLE SPACES ARE REQUIRED, ONE OF WHICH MUST B,
ARCHITECT VAN ACCESSIBLE ACCESS EASEMENT : �` q =FIRE /'E) s : ANSFORME2 r�
RISLEY & ASSOCIATES u a <, -� - r F K ' ' ; ,h
6101 PHOENIX AVENUE 2. ACCESSIBLE SPACES PROVIDED '"� /' d _ a s • a 4� d •Y ,t T % Q
q/ FORT SMITH AR 72903 CATEGORY PROVIDED REQUIRED COMMENT $' a' a '= - "• 6
F Mr. TIM RISLEY - d :. ' '' ' " s -7 .{ . 7 _ t' ...� <
a UULIC {
TOTAL ACCESS113 LE 3 3 0 EXTRA tI. < a _ WID ,% hh ,., _ , �s a
% a / ' - a �. U �' . " c a r v �, t - nj
-2636 , c may -
30
UTILITY EJ�
Telephone (479) 452 ACCESSIBLE ENT '
ART OF TOTAL 1 1 0 EXTRA � `
PROP. SAN. SEW. LINE (BY OTHERS)
ES'S - EXIST. SAN. SEW. LINE
w PROP. WATER LINE (W.L.) (SOME BY OTHERS)
w EXIST. WATER LINE (W.L.)
sw PROP. STM. SEW. LINE
E PROP. ELEC. LINE
E EXIST. ELEC. LINE
G PROP. GAS LINE
T EXIST. TELE. LINE
315 EXIST. CONT.
315 PROP. CONT.
N GAS METER
POWER POLE (PP)
LIGHT POLE (LP)
FIRE HYDRANT (FH)
J0 WATER VALVE (WV)
O SAN. SEW. CO
SS SAN. SEW. MANHOLE (MH)
0 STM. SEW. MANHOLE
U STM. SEW. BOX INLET
DRAINAGE ARROW
6M WATER METER (WM)
CONC. DRIVE
300'
(150) FIRE HOSE LAYOUT R (SPRAY DISTANCE)
CONCRETE CULVERT
2 - 36" P.CP'S
EXIST_
CONCRETE
WINGWALL 1
EXIST.
CONCRETE
WINGWALL
/
r rf C �
H, :DV
s � `
'MS
PROP. RIP RAP
APPROXIMATE
100 -YEAR \\
FLOODPLAIN LINE
(LIMIT OF ZONE AE)
M s - _ _ _ _ _ _ t _ •2' N „ ° " -.- Al
- _ WATER M TER - '1 S7
---._ , ' -_-___ DECORATIVE PAVING � /`'`'•
t�
_ � IRRIGATIO �' N i � {` � i's
AS
PROP.
Ni - t
"•...,, "•"""r��,.- •���',.4��.r�� 14',fii t$'�}- d ��' k 0 ``\. ``..\ `,\ `y ` \Y ',, - �- •.�..�, f!} ; i "P} -- g,y -.-
4
.,xr - x.., .: _: .r.:; S lo w `vices �,. - `'\ S. \, , - �'• -. s. r
" _ . <��; � -. 5 ' _ � _ � _, < „� 2 � ., ,.. PRZS� - �'` ___�- .:� _ ;S`� '\ ” � i `'� � `'. ,`� - •� �; - - ,��
r ✓51 >;_ 5"`.:` - .� t-i-^7a'Ft'�*w^'-'3F�" _ - ^ ` - .- ...: .- ::�......_ h�. V t ` 4 - t ` \4.. -\ ', r,$"
•' = .5. -, %%. uys; ,t.' R. - v.- ....�- _._.:-- ...... 4 ~ •y� \�// /, _ �! ., ♦ t ''. '\ J '-- �J`-s
'.-e^ - :,r •: 5 �` rv��- .z ` .,� _ .r....__- s-.,.- "�. �►•.l� i .. GAS i . •,.i r_ -
esz+..,- .d....,. rxr�. o f _......,_ ''..` t \t� �'\ ESS
RES ¢a •� - r�`�'<; _ ,.F�- �y3`"rs .,r"^ t=f �''s-
ERSE �``'' �s .� �" `�'a ��'�u, `•.,�•�� . �.�,_'. x .�, a�. -�y:�� y ;�.�x'%. ° s. >' �:� §r;� _.,fix,. 1 ''t /-•�, �� `? ZU _ �'��j���,o -
-150 PROX. 77 ... a N = -° ® EXIST. 30
-'-� N =��� � � - � � �� ����' �`���,� =vim - �--�, --�- �� N �����
0 MALL � -��- -� - � - - -� - �' - _ �. -s � �.'�� -
�'--_ STORM .�,' ,.f.;' ." SANITARY
•-�'
-..-_ AY APPROX 92fl �.,� � �- �F;�_i�. ���. --`.. •�_�= - �°- ������=�'- �� --�-s �•�' V���- =�:=•� �:�� =�� � r`- �-- �� ��_ �- :�� _� � _ AR
LF n� ����r��� SEWER LINE
_ -.---- __--- PROP. AMBULATORY MANHOLE SEARS SERVICE CEN R DRIVEWAY \�.�n< °����2�..gY -'
- RAMP
APPROX 440 LF EX {ST. CURB
�'- -- PROP. AMBULATORY
- -- ---- -- -_ RAMP --
_ ______HOLLEMAN DRIVE 70_ ' R, R.O. W. i
47" WIDE PVMT (BC TO BC)
20 0 20 FEET '
IEViEWED FOR
COMP
DEC 1 9 2004
COLLEGE STATION_.--'
-4
U
DEC 0 9 2004
- _I ;
�U
U
SHEET TITLE:
SITE
I PLAN
�'nu, PROD. NO: 403138 101
uN.:'^�ty: .
DRAWN BY JBF
/ DATE. M /15/04
SCALE- AS SHOWN
APP.. MFC
DRAWING
v5 SP -1
VAN (P ) q
VOL 911, F..63
PARKING NOTES: d d J r , ` ; ■ t
1. CALCULATED NUMBER OF PARKING SPACES ROUNDED OFF TO NEAREST WHOLE
COLLEG
NUMBER. ' : % ' Q a �•� - -, q - i ° w _ ° z ° °
(�( a n % . LJ CJ ? t Off pi �, z d o m
5 , - 3� : _ '< r ,. °; y - a`. 20 WIDE EASEMENT w Z w =
- } - EXIST. TREE y d .. 1 q� - Qj
- d" z "� _. <� B a .. d o A s ' CITY O
+ 4. i a F' . STATION �` r o Z
PROP. STORM " z z
SEWER MANHOLE r ,' a "° . �' ; i VOL. 454, 'PG. 364 j { _ z Re - c°, K o
•�' - - Q' 3�" •Q ' / •c .j - j U 1
w v°iSZm w �
SITE INFORMATION w�
Q a�
J - .a_ 6 4• f •E RA : _ USDA ~ OLL
e f . :" �• ' OVERHEAD - a o o rn
EXIST. TREE f : a r. I w �. z
7 - , . _ INLET' _ f • : OYE�E'_ - ' ' - _ _ d ELECTRIC LINE t (I� ° a ° N .
o ¢ c
LOT 1 BLOCK 1 OF U.S.D.A. s' 9 a �{. �' + y:�'` �' PARKI a k (5 -WIRE) wz Ww �u
PROP. ' :�, _, _ P0 ° ° >
SUBDIVISION, PHASE ONE f :' d �-'. d � 4 d RATF� " 3 " °O ~wU
°. '�• -�"� .Sw - �, a ; i' f tTi > z O a
, a. <. SW � a: aY, _ :d M V; Dui maw:- z a°
sw �� .
TOTAL AREA 1. AC. - : sir - ; `. 2 4 - - w _� W Z Z -
= _ - ?: - -- - -ROP.- BICY(;, E - - - - _ Z � i = F o - rn w
___ >_____:_: ^ry i a c - cam a� • _ .w .. .�'3 v - o' — .. n.� OZ ° ° �OmW
_ _ -- -- _R:0. lei/. AREA 0.05 AC �' — w
IR
2 . •- L1 8" AR �Z irww awZa
NET AREA 1.63 AC. .. ,• ; s -- , '_ a SANIT Z o LL Z 8
° _ �' ` �+w:.__ i i SEVtER LINE w r�r ° r ¢ n�° o
y
29 L k '.
P ARKI N G
t r a d !>i" `. ' i rc o a ° z� c
ZONED - WPC �,� s ' k 7 PROP. 39` JOINT : � aw 3 ''� 9 �, , . _ Q . : ' � � rn u1 ° -
_ �d d :�'�► f "� (PVC) N Q z z�ar aZO¢ =Z
p•. �•t�±+ q _ •■ •�• q , •• - `' _s 1. ..'£ `� - •\\ I 0 tuw O 0 a p0
a. A�iL,+EJJ EASEMENT v `6 �` '- `- _ ,d ! -- t I w w z m w
a 4 11 3 0 • t i °° > ° w a°
:dd• '.a -_' i "'r a,. i, •u _r -,F w a`' 'i, ; --, ` f ! wL�L of w U�� �wZZ trZ
i d i . '"•'•,,,� i _ _ aC 4 rt S, 'L 9 /r'I (`} F LL H — ° U LL h O O IL LL
OVERHEAD
4n
SUMMARY OF DOMESTIC WATER AND SANITARY SEWER FLOW
UTILITY AVG. DAILY FLOW PEAK HOURLY FLOW
DOMESTIC WATER 3.28 GPM 14.77 GPM
SANITARY SEWER 3.28 GPM 13.13 GPM
4 BARS CONTINUOUS 3 R 5 r� SURFACE COURSE �" 7 r -' ; I 0
# 3 -'' - ' -4 I� ED
PORTLAND CEMENT CONCRETE - r r Q
1 24"
;'Q # . • a ,.■...■ " e _ z -° ` ' w ' ,
d ELEC_ LINE Li Li d ' a C
1 3 tb a
P 5' SIDEWALK, � OF
ROP. DOWN �' ' ''i� ; 'o f w I i �A. �'F:9tp l i
ORGINI• %ED CAPITAL, INC. AND i � + ti OUTS (TYP.) i *.
�'LARI<E & WYNDHAM, IN � R ♦ * :
CALL
5.8 AC_ TRACT n < : �' d %✓" MF. CONLIN, ...
VOI . 21 w5. PG. 191 ' i I m r
j/ r .. 9 ... .. O
(VACANT - UNPLA IED) a i ..
ZONED - WPC i R _ =�. %' rf - � .�' � _ - F ' � � S' � 1 �i
g r - EXIST. CONCRETE ���..•"
PROP. HANDICAP LOADING ZONE OR "~ f f r ' " '-
-''" _�' :'`r -.~ - �` 4y d
- - - _ '-" r`~ - -r � l . .% r • ; -" ; f` SIDEWALK
PATHWAY TO MALL
N ; •n - f `~ PARKING LOT
j -- --7— •r• w I t
PROP. PCC. SIDEWALKS
STORY SINGLE % ` % . - �'" ! `
A ^
AP RAMPS -- - - -- - - -- - — _. . �,, . PRICE B ILIJ N0 i �' -- -- _
r' r
PROP.- HANDIC 1 J ,..f _ ---- °r. - -- - - - -
1 ,
_ '� I w
" . ,..- s � ' r^ Jf 3_ - .7Q , F 1 - ti w ; } f V1
v
s
PROP. 6 RAISED CONCRETE CURB (TYP.) ,' -- ta7 ti r- :'' r cnr
yiling vy1l,'� s�iinkles) : . r - `` -
t ti4% nr i f oz s
1 + a n y : .r " -' i� .r _ '.^'` � v} ■ � L� ,r _� .`_ �e�
PROP. CAR STOP (TYP.)
J� ~ I
:r }
PROP. PARKING SPACES AND NUMBER ___._ ,' -` - �' - • i '' �''� . -r _ = ` ;,. -- ��•3 '' - � -t' "' \, � i a I f '.`�� �- ►~" I
OOO OF SPACES r 2 i / „s F I. �r. _ ..
Q• i _ _ : . _ �'. ■ M ~`�� OVERHEAD
O
PROP. HANDICAP PARKING SPACE ` '/ d a. `- ~'` _
- � "• ,,,, ,.--� .,- -� r - ~ ,.,. -- �,_- % ,,; %' j% �f,r. � f ' �. I TELEPHO
4 BARS AT 16" O.C. E.W. TYPICAL --- -=- `? 4j i i "!� LINE E N
FOR PCC PAVEMENT SECTION . co
r
3" R _ 3 5 " -6" (THICKNESS VARIES -6" MIN. FOR._.F E '?� a� A a `` -- -i i l i ' ' _ -' f ■ *��
~ r ■ ( s , w
LANES AND MAIN ACCESS DRIVE)
Sw
3" " 3"
" "TREATED SUBGRADE COURSE a �' M ..- fr , , -.. -_ f + ■ E �, C3 F-�
j
( SEE GENERAL NOTES ON SHEET C -1 ° ' '' mss- '' XX ' ''' �.i' i i ■ `� "' vt<
\ n d ` - _ ' 6 ', = j %�Q, , •,. -='' l.,,,,,r D '. s ,. _ /' 'ir4, I [ ; $
ffi
FOR NATURAL OR EXISTING IN -SITU SUBGRADE
?- x� SOILS OR COMPACTED FILL SOILS.)
° . d 1 TIE -IN PROP. 4"
DOWEL #4 BAR,
DOWEL _ _- - _ __. �__ _!_ ._4 - .- ' - -- ■_ LINE�_ EXIST.
AT 18 O.C. _ PROP. '1. a ° z' m s.
' S W WITH HANDICA P NATE
RECESSED i ?, ,- `ti ACC RAMP SANITARY SE R 3 _ DOMESTIC WATER
CURB INLET i LINE } i ■ i
6 i - ' ♦[`mow
- i
18 " t P d C" ALFA-_ . 6 A n i 11
d d L--__ o -_ a _ . ' RQ
RIGID PC CONCRETE PAVEMENT AND CURB DETAIL .GAS POP. 6" WATER LINE
d 4: �` <- o '�. s3 -' 3 , C i I
�� - - ERVI LINE � ' R '
PROP. STORM NOT TO SCALE i o : , "=° v#sI : ° ■ SIDEWALK
{ i 1 i
a o �• { `
SEWER TO CREEK PROP. STORM i d ; �3 = a� a y : o�
SEWER ; �i
_ 90 4 1, TO PLOP
M3DX 3 F G LE WITH } \ I
As _�'' PROP. 10' PRIVATE a: - F .� :a j�°-- -- 3o D IGH
_ �py� R _ tSfrDG SE TB CK '54'. t
Ms _,.,_ ` DRAINAGE EASEMENT , `�+, a _ 3 , - 48 C; f ,I ;,,
+ Ms - ROP. GATE VA LVE ----- -�-`�� '�° -�__ - - -- -_ . "�; __ = °° Q _ 53 � a. �. 0 T L SIGN 1
- -_ -� r - -� i _ 4 N - �� _ _ TIE IN PR P 6
l�v d , ;:. _, - _ _ - WITH S " ; j ' ■ WAItR LIN1 J
M _ FIRE I a - - - - - -- .__ i �ltfL WITH "X6"
M PROP. ' it n�, - z - - ' f
s HYDRANT ' °- 1 DIP -TEE FITTII�
OT RPOUIRE � � O
A �+ U
SANITARY
SEWER.
MANHOLE
m
i
T
WATER �INE
(SEE DWGS.
BY KL19G)
R9 t�- M
CONCRETE CULVERT
2 - 36" P.CP'S
EXIST_
CONCRETE
WINGWALL 1
EXIST.
CONCRETE
WINGWALL
/
r rf C �
H, :DV
s � `
'MS
PROP. RIP RAP
APPROXIMATE
100 -YEAR \\
FLOODPLAIN LINE
(LIMIT OF ZONE AE)
M s - _ _ _ _ _ _ t _ •2' N „ ° " -.- Al
- _ WATER M TER - '1 S7
---._ , ' -_-___ DECORATIVE PAVING � /`'`'•
t�
_ � IRRIGATIO �' N i � {` � i's
AS
PROP.
Ni - t
"•...,, "•"""r��,.- •���',.4��.r�� 14',fii t$'�}- d ��' k 0 ``\. ``..\ `,\ `y ` \Y ',, - �- •.�..�, f!} ; i "P} -- g,y -.-
4
.,xr - x.., .: _: .r.:; S lo w `vices �,. - `'\ S. \, , - �'• -. s. r
" _ . <��; � -. 5 ' _ � _ � _, < „� 2 � ., ,.. PRZS� - �'` ___�- .:� _ ;S`� '\ ” � i `'� � `'. ,`� - •� �; - - ,��
r ✓51 >;_ 5"`.:` - .� t-i-^7a'Ft'�*w^'-'3F�" _ - ^ ` - .- ...: .- ::�......_ h�. V t ` 4 - t ` \4.. -\ ', r,$"
•' = .5. -, %%. uys; ,t.' R. - v.- ....�- _._.:-- ...... 4 ~ •y� \�// /, _ �! ., ♦ t ''. '\ J '-- �J`-s
'.-e^ - :,r •: 5 �` rv��- .z ` .,� _ .r....__- s-.,.- "�. �►•.l� i .. GAS i . •,.i r_ -
esz+..,- .d....,. rxr�. o f _......,_ ''..` t \t� �'\ ESS
RES ¢a •� - r�`�'<; _ ,.F�- �y3`"rs .,r"^ t=f �''s-
ERSE �``'' �s .� �" `�'a ��'�u, `•.,�•�� . �.�,_'. x .�, a�. -�y:�� y ;�.�x'%. ° s. >' �:� §r;� _.,fix,. 1 ''t /-•�, �� `? ZU _ �'��j���,o -
-150 PROX. 77 ... a N = -° ® EXIST. 30
-'-� N =��� � � - � � �� ����' �`���,� =vim - �--�, --�- �� N �����
0 MALL � -��- -� - � - - -� - �' - _ �. -s � �.'�� -
�'--_ STORM .�,' ,.f.;' ." SANITARY
•-�'
-..-_ AY APPROX 92fl �.,� � �- �F;�_i�. ���. --`.. •�_�= - �°- ������=�'- �� --�-s �•�' V���- =�:=•� �:�� =�� � r`- �-- �� ��_ �- :�� _� � _ AR
LF n� ����r��� SEWER LINE
_ -.---- __--- PROP. AMBULATORY MANHOLE SEARS SERVICE CEN R DRIVEWAY \�.�n< °����2�..gY -'
- RAMP
APPROX 440 LF EX {ST. CURB
�'- -- PROP. AMBULATORY
- -- ---- -- -_ RAMP --
_ ______HOLLEMAN DRIVE 70_ ' R, R.O. W. i
47" WIDE PVMT (BC TO BC)
20 0 20 FEET '
IEViEWED FOR
COMP
DEC 1 9 2004
COLLEGE STATION_.--'
-4
U
DEC 0 9 2004
- _I ;
�U
U
SHEET TITLE:
SITE
I PLAN
�'nu, PROD. NO: 403138 101
uN.:'^�ty: .
DRAWN BY JBF
/ DATE. M /15/04
SCALE- AS SHOWN
APP.. MFC
DRAWING
v5 SP -1
VAN (P ) q
VOL 911, F..63
PARKING NOTES: d d J r , ` ; ■ t
1. CALCULATED NUMBER OF PARKING SPACES ROUNDED OFF TO NEAREST WHOLE
COLLEG
NUMBER. ' : % ' Q a �•� - -, q - i ° w _ ° z ° °
(�( a n % . LJ CJ ? t Off pi �, z d o m
5 , - 3� : _ '< r ,. °; y - a`. 20 WIDE EASEMENT w Z w =
- } - EXIST. TREE y d .. 1 q� - Qj
- d" z "� _. <� B a .. d o A s ' CITY O
+ 4. i a F' . STATION �` r o Z
PROP. STORM " z z
SEWER MANHOLE r ,' a "° . �' ; i VOL. 454, 'PG. 364 j { _ z Re - c°, K o
•�' - - Q' 3�" •Q ' / •c .j - j U 1
w v°iSZm w �
SITE INFORMATION w�
Q a�
J - .a_ 6 4• f •E RA : _ USDA ~ OLL
e f . :" �• ' OVERHEAD - a o o rn
EXIST. TREE f : a r. I w �. z
7 - , . _ INLET' _ f • : OYE�E'_ - ' ' - _ _ d ELECTRIC LINE t (I� ° a ° N .
o ¢ c
LOT 1 BLOCK 1 OF U.S.D.A. s' 9 a �{. �' + y:�'` �' PARKI a k (5 -WIRE) wz Ww �u
PROP. ' :�, _, _ P0 ° ° >
SUBDIVISION, PHASE ONE f :' d �-'. d � 4 d RATF� " 3 " °O ~wU
°. '�• -�"� .Sw - �, a ; i' f tTi > z O a
, a. <. SW � a: aY, _ :d M V; Dui maw:- z a°
sw �� .
TOTAL AREA 1. AC. - : sir - ; `. 2 4 - - w _� W Z Z -
= _ - ?: - -- - -ROP.- BICY(;, E - - - - _ Z � i = F o - rn w
___ >_____:_: ^ry i a c - cam a� • _ .w .. .�'3 v - o' — .. n.� OZ ° ° �OmW
_ _ -- -- _R:0. lei/. AREA 0.05 AC �' — w
IR
2 . •- L1 8" AR �Z irww awZa
NET AREA 1.63 AC. .. ,• ; s -- , '_ a SANIT Z o LL Z 8
° _ �' ` �+w:.__ i i SEVtER LINE w r�r ° r ¢ n�° o
y
29 L k '.
P ARKI N G
t r a d !>i" `. ' i rc o a ° z� c
ZONED - WPC �,� s ' k 7 PROP. 39` JOINT : � aw 3 ''� 9 �, , . _ Q . : ' � � rn u1 ° -
_ �d d :�'�► f "� (PVC) N Q z z�ar aZO¢ =Z
p•. �•t�±+ q _ •■ •�• q , •• - `' _s 1. ..'£ `� - •\\ I 0 tuw O 0 a p0
a. A�iL,+EJJ EASEMENT v `6 �` '- `- _ ,d ! -- t I w w z m w
a 4 11 3 0 • t i °° > ° w a°
:dd• '.a -_' i "'r a,. i, •u _r -,F w a`' 'i, ; --, ` f ! wL�L of w U�� �wZZ trZ
i d i . '"•'•,,,� i _ _ aC 4 rt S, 'L 9 /r'I (`} F LL H — ° U LL h O O IL LL
OVERHEAD
4n
SUMMARY OF DOMESTIC WATER AND SANITARY SEWER FLOW
UTILITY AVG. DAILY FLOW PEAK HOURLY FLOW
DOMESTIC WATER 3.28 GPM 14.77 GPM
SANITARY SEWER 3.28 GPM 13.13 GPM
4 BARS CONTINUOUS 3 R 5 r� SURFACE COURSE �" 7 r -' ; I 0
# 3 -'' - ' -4 I� ED
PORTLAND CEMENT CONCRETE - r r Q
1 24"
;'Q # . • a ,.■...■ " e _ z -° ` ' w ' ,
d ELEC_ LINE Li Li d ' a C
1 3 tb a
P 5' SIDEWALK, � OF
ROP. DOWN �' ' ''i� ; 'o f w I i �A. �'F:9tp l i
ORGINI• %ED CAPITAL, INC. AND i � + ti OUTS (TYP.) i *.
�'LARI<E & WYNDHAM, IN � R ♦ * :
CALL
5.8 AC_ TRACT n < : �' d %✓" MF. CONLIN, ...
VOI . 21 w5. PG. 191 ' i I m r
j/ r .. 9 ... .. O
(VACANT - UNPLA IED) a i ..
ZONED - WPC i R _ =�. %' rf - � .�' � _ - F ' � � S' � 1 �i
g r - EXIST. CONCRETE ���..•"
PROP. HANDICAP LOADING ZONE OR "~ f f r ' " '-
-''" _�' :'`r -.~ - �` 4y d
- - - _ '-" r`~ - -r � l . .% r • ; -" ; f` SIDEWALK
PATHWAY TO MALL
N ; •n - f `~ PARKING LOT
j -- --7— •r• w I t
PROP. PCC. SIDEWALKS
STORY SINGLE % ` % . - �'" ! `
A ^
AP RAMPS -- - - -- - - -- - — _. . �,, . PRICE B ILIJ N0 i �' -- -- _
r' r
PROP.- HANDIC 1 J ,..f _ ---- °r. - -- - - - -
1 ,
_ '� I w
" . ,..- s � ' r^ Jf 3_ - .7Q , F 1 - ti w ; } f V1
v
s
PROP. 6 RAISED CONCRETE CURB (TYP.) ,' -- ta7 ti r- :'' r cnr
yiling vy1l,'� s�iinkles) : . r - `` -
t ti4% nr i f oz s
1 + a n y : .r " -' i� .r _ '.^'` � v} ■ � L� ,r _� .`_ �e�
PROP. CAR STOP (TYP.)
J� ~ I
:r }
PROP. PARKING SPACES AND NUMBER ___._ ,' -` - �' - • i '' �''� . -r _ = ` ;,. -- ��•3 '' - � -t' "' \, � i a I f '.`�� �- ►~" I
OOO OF SPACES r 2 i / „s F I. �r. _ ..
Q• i _ _ : . _ �'. ■ M ~`�� OVERHEAD
O
PROP. HANDICAP PARKING SPACE ` '/ d a. `- ~'` _
- � "• ,,,, ,.--� .,- -� r - ~ ,.,. -- �,_- % ,,; %' j% �f,r. � f ' �. I TELEPHO
4 BARS AT 16" O.C. E.W. TYPICAL --- -=- `? 4j i i "!� LINE E N
FOR PCC PAVEMENT SECTION . co
r
3" R _ 3 5 " -6" (THICKNESS VARIES -6" MIN. FOR._.F E '?� a� A a `` -- -i i l i ' ' _ -' f ■ *��
~ r ■ ( s , w
LANES AND MAIN ACCESS DRIVE)
Sw
3" " 3"
" "TREATED SUBGRADE COURSE a �' M ..- fr , , -.. -_ f + ■ E �, C3 F-�
j
( SEE GENERAL NOTES ON SHEET C -1 ° ' '' mss- '' XX ' ''' �.i' i i ■ `� "' vt<
\ n d ` - _ ' 6 ', = j %�Q, , •,. -='' l.,,,,,r D '. s ,. _ /' 'ir4, I [ ; $
ffi
FOR NATURAL OR EXISTING IN -SITU SUBGRADE
?- x� SOILS OR COMPACTED FILL SOILS.)
° . d 1 TIE -IN PROP. 4"
DOWEL #4 BAR,
DOWEL _ _- - _ __. �__ _!_ ._4 - .- ' - -- ■_ LINE�_ EXIST.
AT 18 O.C. _ PROP. '1. a ° z' m s.
' S W WITH HANDICA P NATE
RECESSED i ?, ,- `ti ACC RAMP SANITARY SE R 3 _ DOMESTIC WATER
CURB INLET i LINE } i ■ i
6 i - ' ♦[`mow
- i
18 " t P d C" ALFA-_ . 6 A n i 11
d d L--__ o -_ a _ . ' RQ
RIGID PC CONCRETE PAVEMENT AND CURB DETAIL .GAS POP. 6" WATER LINE
d 4: �` <- o '�. s3 -' 3 , C i I
�� - - ERVI LINE � ' R '
PROP. STORM NOT TO SCALE i o : , "=° v#sI : ° ■ SIDEWALK
{ i 1 i
a o �• { `
SEWER TO CREEK PROP. STORM i d ; �3 = a� a y : o�
SEWER ; �i
_ 90 4 1, TO PLOP
M3DX 3 F G LE WITH } \ I
As _�'' PROP. 10' PRIVATE a: - F .� :a j�°-- -- 3o D IGH
_ �py� R _ tSfrDG SE TB CK '54'. t
Ms _,.,_ ` DRAINAGE EASEMENT , `�+, a _ 3 , - 48 C; f ,I ;,,
+ Ms - ROP. GATE VA LVE ----- -�-`�� '�° -�__ - - -- -_ . "�; __ = °° Q _ 53 � a. �. 0 T L SIGN 1
- -_ -� r - -� i _ 4 N - �� _ _ TIE IN PR P 6
l�v d , ;:. _, - _ _ - WITH S " ; j ' ■ WAItR LIN1 J
M _ FIRE I a - - - - - -- .__ i �ltfL WITH "X6"
M PROP. ' it n�, - z - - ' f
s HYDRANT ' °- 1 DIP -TEE FITTII�
OT RPOUIRE � � O
A �+ U
SANITARY
SEWER.
MANHOLE
m
i
T
WATER �INE
(SEE DWGS.
BY KL19G)
R9 t�- M
IEViEWED FOR
COMP
DEC 1 9 2004
COLLEGE STATION_.--'
-4
U
DEC 0 9 2004
- _I ;
�U
U
SHEET TITLE:
SITE
I PLAN
�'nu, PROD. NO: 403138 101
uN.:'^�ty: .
DRAWN BY JBF
/ DATE. M /15/04
SCALE- AS SHOWN
APP.. MFC
DRAWING
v5 SP -1
VAN (P ) q
VOL 911, F..63
PARKING NOTES: d d J r , ` ; ■ t
1. CALCULATED NUMBER OF PARKING SPACES ROUNDED OFF TO NEAREST WHOLE
COLLEG
NUMBER. ' : % ' Q a �•� - -, q - i ° w _ ° z ° °
(�( a n % . LJ CJ ? t Off pi �, z d o m
5 , - 3� : _ '< r ,. °; y - a`. 20 WIDE EASEMENT w Z w =
- } - EXIST. TREE y d .. 1 q� - Qj
- d" z "� _. <� B a .. d o A s ' CITY O
+ 4. i a F' . STATION �` r o Z
PROP. STORM " z z
SEWER MANHOLE r ,' a "° . �' ; i VOL. 454, 'PG. 364 j { _ z Re - c°, K o
•�' - - Q' 3�" •Q ' / •c .j - j U 1
w v°iSZm w �
SITE INFORMATION w�
Q a�
J - .a_ 6 4• f •E RA : _ USDA ~ OLL
e f . :" �• ' OVERHEAD - a o o rn
EXIST. TREE f : a r. I w �. z
7 - , . _ INLET' _ f • : OYE�E'_ - ' ' - _ _ d ELECTRIC LINE t (I� ° a ° N .
o ¢ c
LOT 1 BLOCK 1 OF U.S.D.A. s' 9 a �{. �' + y:�'` �' PARKI a k (5 -WIRE) wz Ww �u
PROP. ' :�, _, _ P0 ° ° >
SUBDIVISION, PHASE ONE f :' d �-'. d � 4 d RATF� " 3 " °O ~wU
°. '�• -�"� .Sw - �, a ; i' f tTi > z O a
, a. <. SW � a: aY, _ :d M V; Dui maw:- z a°
sw �� .
TOTAL AREA 1. AC. - : sir - ; `. 2 4 - - w _� W Z Z -
= _ - ?: - -- - -ROP.- BICY(;, E - - - - _ Z � i = F o - rn w
___ >_____:_: ^ry i a c - cam a� • _ .w .. .�'3 v - o' — .. n.� OZ ° ° �OmW
_ _ -- -- _R:0. lei/. AREA 0.05 AC �' — w
IR
2 . •- L1 8" AR �Z irww awZa
NET AREA 1.63 AC. .. ,• ; s -- , '_ a SANIT Z o LL Z 8
° _ �' ` �+w:.__ i i SEVtER LINE w r�r ° r ¢ n�° o
y
29 L k '.
P ARKI N G
t r a d !>i" `. ' i rc o a ° z� c
ZONED - WPC �,� s ' k 7 PROP. 39` JOINT : � aw 3 ''� 9 �, , . _ Q . : ' � � rn u1 ° -
_ �d d :�'�► f "� (PVC) N Q z z�ar aZO¢ =Z
p•. �•t�±+ q _ •■ •�• q , •• - `' _s 1. ..'£ `� - •\\ I 0 tuw O 0 a p0
a. A�iL,+EJJ EASEMENT v `6 �` '- `- _ ,d ! -- t I w w z m w
a 4 11 3 0 • t i °° > ° w a°
:dd• '.a -_' i "'r a,. i, •u _r -,F w a`' 'i, ; --, ` f ! wL�L of w U�� �wZZ trZ
i d i . '"•'•,,,� i _ _ aC 4 rt S, 'L 9 /r'I (`} F LL H — ° U LL h O O IL LL
OVERHEAD
4n
SUMMARY OF DOMESTIC WATER AND SANITARY SEWER FLOW
UTILITY AVG. DAILY FLOW PEAK HOURLY FLOW
DOMESTIC WATER 3.28 GPM 14.77 GPM
SANITARY SEWER 3.28 GPM 13.13 GPM
4 BARS CONTINUOUS 3 R 5 r� SURFACE COURSE �" 7 r -' ; I 0
# 3 -'' - ' -4 I� ED
PORTLAND CEMENT CONCRETE - r r Q
1 24"
;'Q # . • a ,.■...■ " e _ z -° ` ' w ' ,
d ELEC_ LINE Li Li d ' a C
1 3 tb a
P 5' SIDEWALK, � OF
ROP. DOWN �' ' ''i� ; 'o f w I i �A. �'F:9tp l i
ORGINI• %ED CAPITAL, INC. AND i � + ti OUTS (TYP.) i *.
�'LARI<E & WYNDHAM, IN � R ♦ * :
CALL
5.8 AC_ TRACT n < : �' d %✓" MF. CONLIN, ...
VOI . 21 w5. PG. 191 ' i I m r
j/ r .. 9 ... .. O
(VACANT - UNPLA IED) a i ..
ZONED - WPC i R _ =�. %' rf - � .�' � _ - F ' � � S' � 1 �i
g r - EXIST. CONCRETE ���..•"
PROP. HANDICAP LOADING ZONE OR "~ f f r ' " '-
-''" _�' :'`r -.~ - �` 4y d
- - - _ '-" r`~ - -r � l . .% r • ; -" ; f` SIDEWALK
PATHWAY TO MALL
N ; •n - f `~ PARKING LOT
j -- --7— •r• w I t
PROP. PCC. SIDEWALKS
STORY SINGLE % ` % . - �'" ! `
A ^
AP RAMPS -- - - -- - - -- - — _. . �,, . PRICE B ILIJ N0 i �' -- -- _
r' r
PROP.- HANDIC 1 J ,..f _ ---- °r. - -- - - - -
1 ,
_ '� I w
" . ,..- s � ' r^ Jf 3_ - .7Q , F 1 - ti w ; } f V1
v
s
PROP. 6 RAISED CONCRETE CURB (TYP.) ,' -- ta7 ti r- :'' r cnr
yiling vy1l,'� s�iinkles) : . r - `` -
t ti4% nr i f oz s
1 + a n y : .r " -' i� .r _ '.^'` � v} ■ � L� ,r _� .`_ �e�
PROP. CAR STOP (TYP.)
J� ~ I
:r }
PROP. PARKING SPACES AND NUMBER ___._ ,' -` - �' - • i '' �''� . -r _ = ` ;,. -- ��•3 '' - � -t' "' \, � i a I f '.`�� �- ►~" I
OOO OF SPACES r 2 i / „s F I. �r. _ ..
Q• i _ _ : . _ �'. ■ M ~`�� OVERHEAD
O
PROP. HANDICAP PARKING SPACE ` '/ d a. `- ~'` _
- � "• ,,,, ,.--� .,- -� r - ~ ,.,. -- �,_- % ,,; %' j% �f,r. � f ' �. I TELEPHO
4 BARS AT 16" O.C. E.W. TYPICAL --- -=- `? 4j i i "!� LINE E N
FOR PCC PAVEMENT SECTION . co
r
3" R _ 3 5 " -6" (THICKNESS VARIES -6" MIN. FOR._.F E '?� a� A a `` -- -i i l i ' ' _ -' f ■ *��
~ r ■ ( s , w
LANES AND MAIN ACCESS DRIVE)
Sw
3" " 3"
" "TREATED SUBGRADE COURSE a �' M ..- fr , , -.. -_ f + ■ E �, C3 F-�
j
( SEE GENERAL NOTES ON SHEET C -1 ° ' '' mss- '' XX ' ''' �.i' i i ■ `� "' vt<
\ n d ` - _ ' 6 ', = j %�Q, , •,. -='' l.,,,,,r D '. s ,. _ /' 'ir4, I [ ; $
ffi
FOR NATURAL OR EXISTING IN -SITU SUBGRADE
?- x� SOILS OR COMPACTED FILL SOILS.)
° . d 1 TIE -IN PROP. 4"
DOWEL #4 BAR,
DOWEL _ _- - _ __. �__ _!_ ._4 - .- ' - -- ■_ LINE�_ EXIST.
AT 18 O.C. _ PROP. '1. a ° z' m s.
' S W WITH HANDICA P NATE
RECESSED i ?, ,- `ti ACC RAMP SANITARY SE R 3 _ DOMESTIC WATER
CURB INLET i LINE } i ■ i
6 i - ' ♦[`mow
- i
18 " t P d C" ALFA-_ . 6 A n i 11
d d L--__ o -_ a _ . ' RQ
RIGID PC CONCRETE PAVEMENT AND CURB DETAIL .GAS POP. 6" WATER LINE
d 4: �` <- o '�. s3 -' 3 , C i I
�� - - ERVI LINE � ' R '
PROP. STORM NOT TO SCALE i o : , "=° v#sI : ° ■ SIDEWALK
{ i 1 i
a o �• { `
SEWER TO CREEK PROP. STORM i d ; �3 = a� a y : o�
SEWER ; �i
_ 90 4 1, TO PLOP
M3DX 3 F G LE WITH } \ I
As _�'' PROP. 10' PRIVATE a: - F .� :a j�°-- -- 3o D IGH
_ �py� R _ tSfrDG SE TB CK '54'. t
Ms _,.,_ ` DRAINAGE EASEMENT , `�+, a _ 3 , - 48 C; f ,I ;,,
+ Ms - ROP. GATE VA LVE ----- -�-`�� '�° -�__ - - -- -_ . "�; __ = °° Q _ 53 � a. �. 0 T L SIGN 1
- -_ -� r - -� i _ 4 N - �� _ _ TIE IN PR P 6
l�v d , ;:. _, - _ _ - WITH S " ; j ' ■ WAItR LIN1 J
M _ FIRE I a - - - - - -- .__ i �ltfL WITH "X6"
M PROP. ' it n�, - z - - ' f
s HYDRANT ' °- 1 DIP -TEE FITTII�
OT RPOUIRE � � O
A �+ U
SANITARY
SEWER.
MANHOLE
m
i
T
WATER �INE
(SEE DWGS.
BY KL19G)
R9 t�- M
VAN (P ) q
VOL 911, F..63
PARKING NOTES: d d J r , ` ; ■ t
1. CALCULATED NUMBER OF PARKING SPACES ROUNDED OFF TO NEAREST WHOLE
COLLEG
NUMBER. ' : % ' Q a �•� - -, q - i ° w _ ° z ° °
(�( a n % . LJ CJ ? t Off pi �, z d o m
5 , - 3� : _ '< r ,. °; y - a`. 20 WIDE EASEMENT w Z w =
- } - EXIST. TREE y d .. 1 q� - Qj
- d" z "� _. <� B a .. d o A s ' CITY O
+ 4. i a F' . STATION �` r o Z
PROP. STORM " z z
SEWER MANHOLE r ,' a "° . �' ; i VOL. 454, 'PG. 364 j { _ z Re - c°, K o
•�' - - Q' 3�" •Q ' / •c .j - j U 1
w v°iSZm w �
SITE INFORMATION w�
Q a�
J - .a_ 6 4• f •E RA : _ USDA ~ OLL
e f . :" �• ' OVERHEAD - a o o rn
EXIST. TREE f : a r. I w �. z
7 - , . _ INLET' _ f • : OYE�E'_ - ' ' - _ _ d ELECTRIC LINE t (I� ° a ° N .
o ¢ c
LOT 1 BLOCK 1 OF U.S.D.A. s' 9 a �{. �' + y:�'` �' PARKI a k (5 -WIRE) wz Ww �u
PROP. ' :�, _, _ P0 ° ° >
SUBDIVISION, PHASE ONE f :' d �-'. d � 4 d RATF� " 3 " °O ~wU
°. '�• -�"� .Sw - �, a ; i' f tTi > z O a
, a. <. SW � a: aY, _ :d M V; Dui maw:- z a°
sw �� .
TOTAL AREA 1. AC. - : sir - ; `. 2 4 - - w _� W Z Z -
= _ - ?: - -- - -ROP.- BICY(;, E - - - - _ Z � i = F o - rn w
___ >_____:_: ^ry i a c - cam a� • _ .w .. .�'3 v - o' — .. n.� OZ ° ° �OmW
_ _ -- -- _R:0. lei/. AREA 0.05 AC �' — w
IR
2 . •- L1 8" AR �Z irww awZa
NET AREA 1.63 AC. .. ,• ; s -- , '_ a SANIT Z o LL Z 8
° _ �' ` �+w:.__ i i SEVtER LINE w r�r ° r ¢ n�° o
y
29 L k '.
P ARKI N G
t r a d !>i" `. ' i rc o a ° z� c
ZONED - WPC �,� s ' k 7 PROP. 39` JOINT : � aw 3 ''� 9 �, , . _ Q . : ' � � rn u1 ° -
_ �d d :�'�► f "� (PVC) N Q z z�ar aZO¢ =Z
p•. �•t�±+ q _ •■ •�• q , •• - `' _s 1. ..'£ `� - •\\ I 0 tuw O 0 a p0
a. A�iL,+EJJ EASEMENT v `6 �` '- `- _ ,d ! -- t I w w z m w
a 4 11 3 0 • t i °° > ° w a°
:dd• '.a -_' i "'r a,. i, •u _r -,F w a`' 'i, ; --, ` f ! wL�L of w U�� �wZZ trZ
i d i . '"•'•,,,� i _ _ aC 4 rt S, 'L 9 /r'I (`} F LL H — ° U LL h O O IL LL
OVERHEAD
4n
SUMMARY OF DOMESTIC WATER AND SANITARY SEWER FLOW
UTILITY AVG. DAILY FLOW PEAK HOURLY FLOW
DOMESTIC WATER 3.28 GPM 14.77 GPM
SANITARY SEWER 3.28 GPM 13.13 GPM
4 BARS CONTINUOUS 3 R 5 r� SURFACE COURSE �" 7 r -' ; I 0
# 3 -'' - ' -4 I� ED
PORTLAND CEMENT CONCRETE - r r Q
1 24"
;'Q # . • a ,.■...■ " e _ z -° ` ' w ' ,
d ELEC_ LINE Li Li d ' a C
1 3 tb a
P 5' SIDEWALK, � OF
ROP. DOWN �' ' ''i� ; 'o f w I i �A. �'F:9tp l i
ORGINI• %ED CAPITAL, INC. AND i � + ti OUTS (TYP.) i *.
�'LARI<E & WYNDHAM, IN � R ♦ * :
CALL
5.8 AC_ TRACT n < : �' d %✓" MF. CONLIN, ...
VOI . 21 w5. PG. 191 ' i I m r
j/ r .. 9 ... .. O
(VACANT - UNPLA IED) a i ..
ZONED - WPC i R _ =�. %' rf - � .�' � _ - F ' � � S' � 1 �i
g r - EXIST. CONCRETE ���..•"
PROP. HANDICAP LOADING ZONE OR "~ f f r ' " '-
-''" _�' :'`r -.~ - �` 4y d
- - - _ '-" r`~ - -r � l . .% r • ; -" ; f` SIDEWALK
PATHWAY TO MALL
N ; •n - f `~ PARKING LOT
j -- --7— •r• w I t
PROP. PCC. SIDEWALKS
STORY SINGLE % ` % . - �'" ! `
A ^
AP RAMPS -- - - -- - - -- - — _. . �,, . PRICE B ILIJ N0 i �' -- -- _
r' r
PROP.- HANDIC 1 J ,..f _ ---- °r. - -- - - - -
1 ,
_ '� I w
" . ,..- s � ' r^ Jf 3_ - .7Q , F 1 - ti w ; } f V1
v
s
PROP. 6 RAISED CONCRETE CURB (TYP.) ,' -- ta7 ti r- :'' r cnr
yiling vy1l,'� s�iinkles) : . r - `` -
t ti4% nr i f oz s
1 + a n y : .r " -' i� .r _ '.^'` � v} ■ � L� ,r _� .`_ �e�
PROP. CAR STOP (TYP.)
J� ~ I
:r }
PROP. PARKING SPACES AND NUMBER ___._ ,' -` - �' - • i '' �''� . -r _ = ` ;,. -- ��•3 '' - � -t' "' \, � i a I f '.`�� �- ►~" I
OOO OF SPACES r 2 i / „s F I. �r. _ ..
Q• i _ _ : . _ �'. ■ M ~`�� OVERHEAD
O
PROP. HANDICAP PARKING SPACE ` '/ d a. `- ~'` _
- � "• ,,,, ,.--� .,- -� r - ~ ,.,. -- �,_- % ,,; %' j% �f,r. � f ' �. I TELEPHO
4 BARS AT 16" O.C. E.W. TYPICAL --- -=- `? 4j i i "!� LINE E N
FOR PCC PAVEMENT SECTION . co
r
3" R _ 3 5 " -6" (THICKNESS VARIES -6" MIN. FOR._.F E '?� a� A a `` -- -i i l i ' ' _ -' f ■ *��
~ r ■ ( s , w
LANES AND MAIN ACCESS DRIVE)
Sw
3" " 3"
" "TREATED SUBGRADE COURSE a �' M ..- fr , , -.. -_ f + ■ E �, C3 F-�
j
( SEE GENERAL NOTES ON SHEET C -1 ° ' '' mss- '' XX ' ''' �.i' i i ■ `� "' vt<
\ n d ` - _ ' 6 ', = j %�Q, , •,. -='' l.,,,,,r D '. s ,. _ /' 'ir4, I [ ; $
ffi
FOR NATURAL OR EXISTING IN -SITU SUBGRADE
?- x� SOILS OR COMPACTED FILL SOILS.)
° . d 1 TIE -IN PROP. 4"
DOWEL #4 BAR,
DOWEL _ _- - _ __. �__ _!_ ._4 - .- ' - -- ■_ LINE�_ EXIST.
AT 18 O.C. _ PROP. '1. a ° z' m s.
' S W WITH HANDICA P NATE
RECESSED i ?, ,- `ti ACC RAMP SANITARY SE R 3 _ DOMESTIC WATER
CURB INLET i LINE } i ■ i
6 i - ' ♦[`mow
- i
18 " t P d C" ALFA-_ . 6 A n i 11
d d L--__ o -_ a _ . ' RQ
RIGID PC CONCRETE PAVEMENT AND CURB DETAIL .GAS POP. 6" WATER LINE
d 4: �` <- o '�. s3 -' 3 , C i I
�� - - ERVI LINE � ' R '
PROP. STORM NOT TO SCALE i o : , "=° v#sI : ° ■ SIDEWALK
{ i 1 i
a o �• { `
SEWER TO CREEK PROP. STORM i d ; �3 = a� a y : o�
SEWER ; �i
_ 90 4 1, TO PLOP
M3DX 3 F G LE WITH } \ I
As _�'' PROP. 10' PRIVATE a: - F .� :a j�°-- -- 3o D IGH
_ �py� R _ tSfrDG SE TB CK '54'. t
Ms _,.,_ ` DRAINAGE EASEMENT , `�+, a _ 3 , - 48 C; f ,I ;,,
+ Ms - ROP. GATE VA LVE ----- -�-`�� '�° -�__ - - -- -_ . "�; __ = °° Q _ 53 � a. �. 0 T L SIGN 1
- -_ -� r - -� i _ 4 N - �� _ _ TIE IN PR P 6
l�v d , ;:. _, - _ _ - WITH S " ; j ' ■ WAItR LIN1 J
M _ FIRE I a - - - - - -- .__ i �ltfL WITH "X6"
M PROP. ' it n�, - z - - ' f
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OT RPOUIRE � � O
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SEWER.
MANHOLE
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WATER �INE
(SEE DWGS.
BY KL19G)
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4 BARS CONTINUOUS 3 R 5 r� SURFACE COURSE �" 7 r -' ; I 0
# 3 -'' - ' -4 I� ED
PORTLAND CEMENT CONCRETE - r r Q
1 24"
;'Q # . • a ,.■...■ " e _ z -° ` ' w ' ,
d ELEC_ LINE Li Li d ' a C
1 3 tb a
P 5' SIDEWALK, � OF
ROP. DOWN �' ' ''i� ; 'o f w I i �A. �'F:9tp l i
ORGINI• %ED CAPITAL, INC. AND i � + ti OUTS (TYP.) i *.
�'LARI<E & WYNDHAM, IN � R ♦ * :
CALL
5.8 AC_ TRACT n < : �' d %✓" MF. CONLIN, ...
VOI . 21 w5. PG. 191 ' i I m r
j/ r .. 9 ... .. O
(VACANT - UNPLA IED) a i ..
ZONED - WPC i R _ =�. %' rf - � .�' � _ - F ' � � S' � 1 �i
g r - EXIST. CONCRETE ���..•"
PROP. HANDICAP LOADING ZONE OR "~ f f r ' " '-
-''" _�' :'`r -.~ - �` 4y d
- - - _ '-" r`~ - -r � l . .% r • ; -" ; f` SIDEWALK
PATHWAY TO MALL
N ; •n - f `~ PARKING LOT
j -- --7— •r• w I t
PROP. PCC. SIDEWALKS
STORY SINGLE % ` % . - �'" ! `
A ^
AP RAMPS -- - - -- - - -- - — _. . �,, . PRICE B ILIJ N0 i �' -- -- _
r' r
PROP.- HANDIC 1 J ,..f _ ---- °r. - -- - - - -
1 ,
_ '� I w
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v
s
PROP. 6 RAISED CONCRETE CURB (TYP.) ,' -- ta7 ti r- :'' r cnr
yiling vy1l,'� s�iinkles) : . r - `` -
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1 + a n y : .r " -' i� .r _ '.^'` � v} ■ � L� ,r _� .`_ �e�
PROP. CAR STOP (TYP.)
J� ~ I
:r }
PROP. PARKING SPACES AND NUMBER ___._ ,' -` - �' - • i '' �''� . -r _ = ` ;,. -- ��•3 '' - � -t' "' \, � i a I f '.`�� �- ►~" I
OOO OF SPACES r 2 i / „s F I. �r. _ ..
Q• i _ _ : . _ �'. ■ M ~`�� OVERHEAD
O
PROP. HANDICAP PARKING SPACE ` '/ d a. `- ~'` _
- � "• ,,,, ,.--� .,- -� r - ~ ,.,. -- �,_- % ,,; %' j% �f,r. � f ' �. I TELEPHO
4 BARS AT 16" O.C. E.W. TYPICAL --- -=- `? 4j i i "!� LINE E N
FOR PCC PAVEMENT SECTION . co
r
3" R _ 3 5 " -6" (THICKNESS VARIES -6" MIN. FOR._.F E '?� a� A a `` -- -i i l i ' ' _ -' f ■ *��
~ r ■ ( s , w
LANES AND MAIN ACCESS DRIVE)
Sw
3" " 3"
" "TREATED SUBGRADE COURSE a �' M ..- fr , , -.. -_ f + ■ E �, C3 F-�
j
( SEE GENERAL NOTES ON SHEET C -1 ° ' '' mss- '' XX ' ''' �.i' i i ■ `� "' vt<
\ n d ` - _ ' 6 ', = j %�Q, , •,. -='' l.,,,,,r D '. s ,. _ /' 'ir4, I [ ; $
ffi
FOR NATURAL OR EXISTING IN -SITU SUBGRADE
?- x� SOILS OR COMPACTED FILL SOILS.)
° . d 1 TIE -IN PROP. 4"
DOWEL #4 BAR,
DOWEL _ _- - _ __. �__ _!_ ._4 - .- ' - -- ■_ LINE�_ EXIST.
AT 18 O.C. _ PROP. '1. a ° z' m s.
' S W WITH HANDICA P NATE
RECESSED i ?, ,- `ti ACC RAMP SANITARY SE R 3 _ DOMESTIC WATER
CURB INLET i LINE } i ■ i
6 i - ' ♦[`mow
- i
18 " t P d C" ALFA-_ . 6 A n i 11
d d L--__ o -_ a _ . ' RQ
RIGID PC CONCRETE PAVEMENT AND CURB DETAIL .GAS POP. 6" WATER LINE
d 4: �` <- o '�. s3 -' 3 , C i I
�� - - ERVI LINE � ' R '
PROP. STORM NOT TO SCALE i o : , "=° v#sI : ° ■ SIDEWALK
{ i 1 i
a o �• { `
SEWER TO CREEK PROP. STORM i d ; �3 = a� a y : o�
SEWER ; �i
_ 90 4 1, TO PLOP
M3DX 3 F G LE WITH } \ I
As _�'' PROP. 10' PRIVATE a: - F .� :a j�°-- -- 3o D IGH
_ �py� R _ tSfrDG SE TB CK '54'. t
Ms _,.,_ ` DRAINAGE EASEMENT , `�+, a _ 3 , - 48 C; f ,I ;,,
+ Ms - ROP. GATE VA LVE ----- -�-`�� '�° -�__ - - -- -_ . "�; __ = °° Q _ 53 � a. �. 0 T L SIGN 1
- -_ -� r - -� i _ 4 N - �� _ _ TIE IN PR P 6
l�v d , ;:. _, - _ _ - WITH S " ; j ' ■ WAItR LIN1 J
M _ FIRE I a - - - - - -- .__ i �ltfL WITH "X6"
M PROP. ' it n�, - z - - ' f
s HYDRANT ' °- 1 DIP -TEE FITTII�
OT RPOUIRE � � O
A �+ U
SANITARY
SEWER.
MANHOLE
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WATER �INE
(SEE DWGS.
BY KL19G)
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FINISH T and FEATU
1. 10' -0" CEILING AT WAITING, CONFERENCE ROOM, RECEPTION,
BREAK ROOM, AND LARGER OFFICES
2. 9' -0" CEILING AT ALL OTHER LOCATIONS
3_ GRANITE TILE AT WAITING WITH V.W.C.
4. CERAMIC AT RESTROOMS AND BREAK AREA
5, CARPET AT ALL OTHER LOCATIONS
6. V.W.C. IN CORRIDORS, RESTROOMS, AND BREAK ROOM
7. Al L CEFNGS ARE 2'- 0 "x4'• -0" TEGULAR WITH
2 —0 x2 —0" PATTERN
8. INDIRECT AND PARABOLIC LIGHTING
9. S.C. STAINED RECYCLED WOOD DOORS IN METAL FRAMES
10. "LIGHT TUBES" AT CLERICAL CORRIDORS, RESTROOMS,
BREAK ROOM AND INTERIOR OFFICES
11. CHAIR RAILS AT WAITING AND CONFERENCE AREA
12, MILLWORK TO BE RAISED PANEL OAK WITH LAMINATE TOPS
13. ALL INTERIOR COLUMNS TO BE CONCEALLED
14. (5) ZONE, HI— EFFICIENCY H.V.A.C. UNIT
15. DRIP IRRIGATION SYSTEM WITH NATIVE PLANTS
16. CEILING FANS IN WAITING, CLERICAL, BREAK AREA, AND
CONFERENCE ROOM
17. NATURAL FIBERS IN CEILING TILE
18. NO OLD GROWTH TIMBER WILL BE USED UNLESS RECYCLED
19. WALL INSULATION TO BE CELLULOSE
20. EXHAUST FAN AT TOILETS ON SENSOR
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BUILDING D ATA -
13,800 GROSS S.F. (OUT TO OUT OF STUDS)
FINISH T an FEAT URES
1. 10' -0" CEILING AT WAITING, CONFERENCE ROOM, RECEPTION,
BREAK ROOM, AND LARGER OFFICES
2. 9' -0 CEILING AT ALL OTHER LOCATIONS
3. GRANITE TILE AT WAITING WITH V.W.C.
4. CERAMIC AT RESTROOMS AND BREAK AREA
5. CARPET AT ALL OTHER LOCATIONS
6. V.W.C. IN CORRIDORS, RESTROOMS, AND BREAK ROOM
7. AIL CEIhINGS ARE 2'- 0 "x4'- -0" TEGULAR WITH
2 -0 x2 -0" ARE
8. INDIRECT AND PARABOLIC LIGHTING
9. S.C. STAINED RECYCLED WOOD DOORS IN METAL FRAMES
10. "LIGHT TUBES" AT CLERICAL CORRIDORS, RESTROOMS,
BREAK ROOM, AND INTERIOR OFFICES
11. CHAIR RAILS AT WAITING AND CONFERENCE AREA
12. MILLWORK TO BE RAISED PANEL OAK WITH LAMINATE TOPS
13. ALL INTERIOR COLUMNS TO BE CONCEALLED
14. (5) ZONE, HI- EFFICIENCY H.V.A.C. UNIT
15. DRIP IRRIGATION SYSTEM WITH NATIVE PLANTS
16. CEILING FANS IN WAITING, CLERICAL, BREAK AREA, AND
CONFERENCE ROOM
17. NATURAL FIBERS IN CEILING TILE
18. NO OLD GROWTH TIMBER WILL BE USED UNLESS RECYCLED
19. WALL INSULATION TO BE CELLULOSE
20. EXHAUST FAN AT TOILETS ON SENSOR
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