HomeMy WebLinkAboutKROGER-FAIRMONT PARKWAY SHOPPING CENTER SITE PLAN,
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VAN ACCESSIBLE SIGN o 0
ACCESSIBLE
SEE DTL 4/ALI [ FLAT PARKING SIGN DUMPSTER LOCATION
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4 � �s. ExlsrlNG siGuAru� KRoG�R
6 x 6' x 6 -0' LONG Im a l.• § CONT. PRE -FIN MTL
EL W/ CONCRETE WALK A1.2 .L TiEZ"-&
PRECAST CONC.BUMPER \ P VING SURFACE I CONCRETE CURB (TYP.)
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NEW' DRIV z x
NEW C TE PAV�IG -
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4 O.D. DIA. PANTED GALV. STEEL CONCRETE PA
A4.2 J G a
CONCRETE FILLED PIPE BOLLARD �° PLANT (3) # I/2" LIVE OAK CONT. PRE -FIN Mkt
TYP 4"W \ TREES 15'-0 o.c. CUTTER & pis.
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CAPPED WATER LINE FOR :::
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FUT RE IRRIGRTION METER _ ' :i , , • ..�An�! :.,RACES
loa 4,. 2 :.i !7� S
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PANTED 4 W STRIPING NDG y t 4". • i:.� q y y. 3 Y , :,:,
:ear: .-.. ✓:.; .. .:..:+:.. , F T :7, $ '
NEW CONCRETE PAVING CONCRETE PAVING
t i. rt<w .>:=n r,., y'. ✓_K.>:
...A•rr t.. t i V�,.a. U;_ t Y, w 7 T / / }: t ! 1'f.' f eaY'y. :.
ACCESSIBLE CROSSWALK Ir r
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LINE OF
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d �—
a PLANT (2) I I/2" LIVE OAK p 1 ., , :� ,, t ;. , �_ 1 `.::. t ,: r , J ..
T0` R iAN
• •. f5' VIA. CONCRETE FDOTNG N TREE5 � D"-O' o.c. Z �•- V�w •. VV - �� ;�'- ��... '� . _, •
Mp EW CONC. WALK EXIST'G HDC RAMP
• TO 2'-6" BELOW FW1SH GRADE 2 HD � RAMP I - ca+ar�S wux � 7
d ° cJ cJ cJ A L2
All SCALE: 1/8,, = r--0' a 2 p CONSTRUCTION JOINTS (CJ), EITHER SIDE OF
a 2•R ; I 16' WIDE UTILITY EASEMENT
d \ -9� 10 EXIST'G CONC. CURB
LIGHT POLE ON cJ - J cJ �� 15LAN0
a . ° 24' PIA. CONCRETE Ir-10' $'-r 9-6" tab-0' � P
d \ BASE MATCH EXIST"G
\ (SEE DTL. 5/AI.I) NEW IVE 2 10 �a
CONCRETE PAVING N REF ELEC. DWGS SIM 2 A1.2 PAINTED PAR NG LI � A1.2 LIGHT POLE ISLIANDON NW E ST G EW CONCRETE
32 -O SOLID SO STRIPING Sow O OD 7R /
4 EJ L T P E Ed CJ
P f PE 5OL, L ARD CONCRETE CUB AL2 5R s \ rR �a \\
SCALE: 3/4" = I"-0" �\\. SOLID 50D 2' IZtsa 26 P A10 cy Jb u, I
10' R SOLID SOD PLANT (3) 1 1/2" LIVE OAK /
TREES ® 5r-0" o.c.
\ EJ EJ EJ EJ EJ
24`-4' S-8' rz _a] 37-s• -d] 22`-106 tT/
�_
EDGE OF EXIST'G
ADA APPROVED \� o \\�\ \ O SOLI ON BETE'
ACCESSIBLE %NACE \ SOD CUR NG °Ca PAINTED PARKi G 3 CONCRETE PAVING
CA
BOLTED TO POST �\ �
GREEN COPY AND �`� \ � /
l
BORDER; BLUE � \ i - I 1 ci I I _I 1 cJ I f cJ cj
` /) sa Z3 = CONSTRUCTION JOINTS (CJ), EITHER SIDE OF
RESERVED SYMBOL; WHITE � \ � �\ �. ` � `Q
RESERVED
FIELD \ ,. ` R Noll
PAN ED IN 16 WIDE UTILITY EASEMENT
PARKINPAINTED STRIPING ( HDC
AN —ACCESSIBLE ACCESSIBLE CROSSWALK) \\ �' \ / {- q-lot 4 3' qs-0' tr a• cJ 4r-4• / 56'-8�
_ 2 1/2' DIA. GALV. \;\ •,•\ �' Q~ / u
PIPE POST c.t
TOP OF CONC. \ \\ �\ � PLANT (1) 1 I/2' LIVE OAK �, iu
SIDEWALK CONCRETE PAVING I TREE cJ b cJ EXISTING PARKING
59 PARY.M SPA
d` iD 0
"T PQ
8' PIA. CONC.
' ' EJ 0 M H EXIS NG EJ
ENCASEMENT % I
[ E: D`y 2/E I)
HANDICAPPED PTO
N SYMBOL (TYP.) % . �' ✓ / 7
cJ cJ A 1.2
3 HDC FARKIN-6 STALLS ED E o �
A1.1 SCALE: 1/5, = r--0' _ - _ NEW CO ETE
'HOC 5IC:N O I O PAVI (NO CU BJ
SOLID SOD
_ z Z SOLID S
ALI SCALE: 3/4" = 1'-0"
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LOT 2 (2.0744) ACRES OUT OF THE KROM- FAtRMONT PARKWAY
CENTER Si11 oNgsION
DEVELOPER/011I ER PROPERTY ZONE
EAIWORTE LIMITED
• DEVELOPED PROPERTY IS TO USED FOR GENERAL C RCIAL (C.C.)
2001 K R15Y CWYE, SUITE SM
NOUSTCK TEXAS 11221-2291 • PROPERTY 19 N ZONE 'X" AS PER FEMA MAP # 48201C0945J,
JIM GUI" 1<"INB, Jie„ F MOIDENT REVISED 11--6—q6
303 STAFFORD AVENUE
FR3T FLOOR--
rirr I•
HOUErTOR TX 77079
cJI
I
cJ
/
ALIGN NEW CONC. ISLAND
r -r rs-r
25'-5•
W/ EXIST'G
I
EXIST'G CONC. CURB
10
v
��
ISLAND
I A1.2
2R `f
EJ
rR
5'a
EJ
72
5'a
IGHT
POLE
10
PLANT 1 1/2" LIVE OA
�I
[5)
TREES 5'-0N O.C.
OLIO
SOD
A1.2
I
:�
"_01
NE CONC.
EXIST'G
CONC,
I EJ
`P
EJ
NEW CURB
FUTURE
MATCH EXIST'G
PYLON
a
A
R
SOLID SOD
SIGN
I
lo'R
Am
EXIST'C CONC,
EAST 160ZO' EAST 1,a6z,a'
�
SIDEWALK
EJ
tEW xewALK
SOLD 9Q'D
EXlST1JG DITCH --...-
EMTW 01101•i
EOTG INK
):C�l
aw 17RiVE
24' RCP
PER HARRIS COUNTY
N
I SITE PLAN/ROOD PLAN
SCALE: I" = 30'
5/2q/q5l
ISSUED FOR REVIEW
3/q/q8
ISSUED
REVISION DATE DESCRIPTION REV16ION DATE DESCRIPTION
SYNOPSIS
TOTAL PARKNG SPACES 127 SPACES
PAR." RATIO 6.0 1000 S.F. COPYRIGHT RqS TLPjtR & I3AR ARCHTECTS
/ ALL RlGWS RESERVED,
PROJECT
JAC-g701
PILE
APPRSITE.DWG
SCALE
NOTED
PROJECTNEW RETAIL SPACE EXPANSION TO
KROGER/FAIRMONT PARKWAY SHOPPING CENTER
U100 FAIRt NT PARCWAY
DRAW[NCs
SITE PLAN
DRAWING NUMBER
Alml
;;e of A
98-82 ;L
z
o
0
,
0
In
Storm, Sanitary, Water and Paving
t
PR"(;M
160 10- PVC PROP. 6" CURB
6*
0O.4oz P.TG
EAST 2ss.00'
TC
5 z1715EXISTING
SIGNATURE KROGER
rc 16 19
FL 4.00
FL T .36
FL 13. N .,
1. Storm sewer shall be PVC (Poly -Vinyl Vln Chlond i
( y- yl e) pipe meeting
9. Contractor shall
c or all provide sheeting, shoring and as
18. Overhead hoes may exist on the property. We have not
' 7.40 _-
"ca.
18:00
A.S.T.M. Specifications, D-3034-73 and having`a S.D.R. of
P 35,::or
necessary to protect "'
y p workmen and existing utilities during all
attempted to mark those hoes since they are clearly visible,
s NOTE. = ':..
--
... 17.20 - (•'•- -I
=
sW
NOTE:
as noted. Bedding, backftlling and Installation of pipe and
construction of appurtenances shall be in accordance with City of
phases of construction. "
you should locate them prior to beginningan construction.'
Texas law, Section 752 Health & Safetyoda forbids all
-
CONTRACTOR TO VERIFY EXIST GUTTER
N
,1 NEW CONCRETE PAVING ' I I
p {s�yG. �iieV• t IMp 1 1
6_,
CONTRACTOR TO COORD. W ARCH.
/
Specifications for Sewer Construction Including all
P g
Contractor shall .
responsible for protecting,
p p g, maintaining,
activities in which persons or things MAY "come within six (6)
ELEV. ON ST.;AND ASSURE
E THAT
DRIVEWAY SLOPE DOES NOT EXCEED
�� = 6
� ^1?ft� P2 � + I I
2 : e-
+
AND STRUCTURAL ER FOR LOCATION
OF STM. SWR. UNDER BLDG.
amendn
amendments and revisions, thereto.
revs
an
and restoring all drainage system.
a
feet of live overhead high voltage lines. Contractors and owners
9' OVER 10' PER CITY OF LA PORTE
17.30
7. 0 I----)
•
2. All utilities presented on these drawings are shown at the
11. All finished grades shall vary uniformly between finished
are legally responsible for safety of construction'' workers under
this law. This law carries both criminal and civil liability.
Y
REQUIREMENTS (TYP)
18.0018.10
d
approximate locations based on the best available information.
the Contractor shall field determine the exact locations prior to
elevations shown.
To arrange for lines to be turned off or moved, call H.L. & P. at
, .
if 7
EXIST SAN. MH.
(ABANDONED)
...
commencing construction. he shall be fully responsible for any
12. To ra hic information was
pg p taken from informationani
228-7400.
SAN MH
all damages ca
used aused b his failure to exactly
act locate a 9 Y and
Y
maintain these underground utilities.
furnished by the client
79. Contractor shall
1 provide and install traffic control
conformance
=
RIM n.6t
- REMOVE T EXIS SAN SEWER"AND BACKFlLL
9
- m with Part VI of. the Texas Manual on Uniform
:
6
FL ® 5.69
FL _ 4 7
F
•-
, <,.,..
-. -
PER SOILS, REPORT.INFORMATION. COORD
E105T 6' SAN. SWR.
--
3. Adequate drainage shall be maintained at all times durin
q 9 9
. .:
73. Some of the existing underground utilities shown hereon have
9
not been field verified.
Traffic Control Devices :,(Texas M.U.T.C.D. most recent edition..
with revisions) during construction.
-
•
�.
..
__.:
W/,STRUCTURALIENGINEER FOR SPEgFlC
(AB,utDONm)
F
construction and any drainage ditch or structure disturbed during
'_
INSTRUCTIONS -
-
construction shall be restored to the satisfaction of the ownin 9
14. Contractor is to no tify all utility companies to venf Y
20., C autiom UNDERGROUND GAS FACILITIES.
/
> .
authority.
th nt .
y
location and depth of all existing
p sting utility lines.
En a `"
t x main hoes. (to include Unit Gas Transmission, and/or
/
Chi l2WlA I pt 644 T iasalfatil)
PROPOSED RETAIL' SPACE
220 � 12 PVC
/
<
-:
-
..
4. Contractor shall uncover existing
ng utilities at all points
15. Contractor to obtain- all<parmlts regwred by all govemm Q
Industrial Gas Su I Co oration where a licable may
PPY rP P exist in
street right or way. Service Imes are usually not shown.. the
_ _ __
_ __ ....---
s
TAP.EXISf. 8. INCH WATER LINE 2<.1NCH, INSfAL1.-2:
h
O
..
C 900"O 0:40%
/
: _
of crossing to determine if conflict exists before commencing :
9 g,
an construction. Notify the
fy h Engineer
g
contractor: shall contact the Utility Coordinating Committee at
r 9
ETA Q,
M BO?(„AN:2INCti„METER. INSTAWUIONe0P80>(,.
; ..
TAP TO BE PER CNY
_-
_y
.. .
O
O
I I
21,300 S.F. )
y,
-
Y at once of an conflict.
9 Y
_
16. Contractor to co ordi note with 'architects and M.E.P.
_' - _ _
223 4567 or 1 800 669 8344 o minimum of 48 hours prior to
P
REQUII�NENIS. VH6tY fNETkR,80
s ( , . , ,
H q�y
_ .. >
_�>,
cO
-,
/
MACTH EXIST
> .
�
5. Where concrete c
curb or, walk s 1
I indicated, elevation shall be
inches to
drawings for •conriectien and locat o r
9 i n,of all downspouts all
gP
plumbing utilities.
9 ..- ,. "'
construction
n to main and service lines' field located. The..
contractor shall determine he exact location before commenan 9
,:,-,
- , - _ ,
s ,,.'t , , r , .: -- .
,,. fi
-- � ,:. --
INSjALI. 2 WCH,QAPiY.AIETER.60X ANDWASER; ,.CAP
UN ..'.
N
FF
WALK ELEV.
,
li
above of pavement elevation
p p shown. Coordinate with
'provide
work and a ree to ba full res onsible for an damn es caused b
9 Y P Y 9 Y
a ,-
,AT-80X TAT? TO MNN IS FT)itIRE (N.LC.}. YERIFY •METERt
X
architectural site plan.
17. The Contractor shall a trench 'safety system to meet
his failure to exactly locate and preserve these underground
9
IIOCATiON WITH-Ctf1f :..
'
rn=g /
TW le.l5 •
EXIST co
6. All fill, compaction and subgrade preparation shall be in
appropriate requirements established in Occupational Safety and
Health Administration (OSHA) Safety k Health Regulations, "29 CFR
facilities.
_ ... :.:.
EXIST Wv
..
-' - �
(
EXIST. 8' W.L.
'
accordance with soil report specifications.
1926, Subpart P -Excavations, Trenching and Shoring, and OSHA s
27. Southwestern Bell Telephone-Co.:uUlibmay exist to
-
Tw 18.10es
r1K
TP 17.60
7. All sewers under
der or within one (1) foot of proposed a
future be backfilled
proposed standards on trenching, excavation published in Volume
52, No. 72 of the Federal Register, April 15, 1987, Pages
street right of way. The contractor shall determine the exact
location before commencing: work.. He agrees to be fully
oasT Fit g wv
-
-
+
-
-
e
+. -
-••
�•-- -
_
- - _
?'
pavement shall with 1-1/2 sack cement
stabilized sand to within one (i) foot of subgrade.
12288-12339. Should the referenced OSHA standards be modified or
amended, the more stringent
responsible for an and all damages which might be occasioned b
9 9 Y
his failure to exactly locate and preserve these underground
Ewsr. rvPE 'C
INLET
1
1�}
2
PPAC
fIN
Si. 16• VY
requirements shall apply.
B. The work area shall be barricaded and illuminated during
utilities.
TC = 16.47H
FL ®13.72
17.60
_.
darkness and periods of inactivity, when in an area of direct
22. Ali existing power poles, light standards, signs, etc. which
-
! IjTP
17.
public access.
affect the proposed construction, shall be removed and/or
I
relocated as required whether shown on drawings or not.
NEW
oRlvE - r
3
®
/
MATCH EXIST.
MATCPVMIT
TIP nw
ELEV (TYP)
EXISTT. TYPE "C"
w
c 15 2
6.60 3A
o
TO BE
MODIFIED
7.25
b
/
TO A21
g
cal
DRIVEWAY INLET.
r
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COORD. WITH ARCH.1
I
V
AND STRUCTURAL
R
I
2
PAR
ING S
ACE
IIto
o
ENG.
at)
NOTE:
O
EXTEND
NEW 15" PVC AND
Z
6.80
Z
CONTRACTOR
o z ..
^
TO
FIELD VERIFY FL AND
a m a
s t
2' - 5 3/4"
FL 1212
LOCATt0EX1(TT1rn;'•
o
TG 6 80 �12 PVC
6.85
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FFFE
ILLEN
MEMO
X I O0.40% 1. 9+" FL 1 .00 +� 1 .7 ,TG 15.96 FL 11. FL 11.59 W IL 1m'�.so
X X •TP 16.30 10' FL - 13.06.6 16.85 24' FL = 11.19� _ za• FL ®n.1sY ❑ ❑ ❑❑ ❑ _ CO 15 P RKIN SP ES -
1 ,10' SAN. SNR. is, U.E.
❑❑❑❑❑ 7.25-7.2517. 0 tV EXIST. SAN. MH. EXIST. SAN. MH.
❑❑❑❑❑Lij
IY I Ewsr.co.
?i se RKING SPACESEXI TING PARKING
XNOTE:
PLAN -GRATE
PLAN -FRAME
�
.�
�
CONTRACTOR TO VERIFY EXIST. PVMT.
2 - 6' c "
In
•-
bl
1
AND ASSURE TIVE DRAINAGE
NEW
, m m m m m
n- of o n.-ro�
TO INLETS AND TO EXISTING
n n t n
I
y
17.40
15j
STORM SEWER FLOWUNES TYP
T: i
i i
SECTION X-X
+ +
SECTION Y-Y
oo
y
1a.
a
ao - I I N
tJ DOWELS TO BE 3/4-
by 6' BOLTS
Z W
EACH SI EAT
of a
W
111 woe
m W D_
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8"
SECTION B B
�v WWAAIL r'Y
TEXAS ENGII KKMG AND MAPPING
t3 A 306 BRAND LANE P.O. BOX 1067
* STAFFORD, TEXAS 77497-1067
PHONE: (201) 499-0009 PAL- (281) 499-0010
Z I 13/4 6
o_
W ---
z NOTES:
1) WALLS TO BE CONSTRUCTED OF 8" BRICK
o MASONRY.
2) PRECAST BOX MAY BE USED UPON APPROVAL
N OF ENGINEER.
3) FOR 24" STORM SEWERS AND LARGER
CONTRACTOR SHALL BRICK AND MORTAR TAPER
FOR 24" SQ. GRATE OR GO TO THE NEXT
LARGER SIZE PRE -CAST BOX.
TYPE 'A' GRATE INLET
N.T.S
-. � � Vf/
o Sca
1A"tj V1.N . A1(:1�;
: ARCHITECTS, L.L.P.
303 STAFFORD AVENUE
FIRST FLOOR
HOUSTON, TX 77079
(281) 497-1040 PHONE
281 497-7480 FAX
X
z
I
ALL EXISTING ELEVATIONS AND LOCATIONS
SUCH AS MANHOLES, INLETS, BUILDINGS, ETC.
HAVE NOT BEEN FIELD VERIFIED. CONTRACTOR
SHALL BE RESPONSIBLE FOR VERIFYING ALL
EXISTING CONDITIONS BEFORE COMMENCING
ANY CONSTRUCTION.
I
I
17.1
+
EAST 160.00'
I
N N
Z
FL •
4A
12" PLU
17.2
+ z2G
EXISTING DITCH
�-7i--(T 6•ZOI �i
i
16.10 16.20
16.50 16.50 TP 16.40
_12" PVC
1.50% TG 0 1.90 11.62
16.25 FL 12.00 FL
10.2
1 + I7P 16.
i 7 PAR NG ACE
1 16.
1 Malal,a�tT s - 16.8
0
MONUMENT
106.00'
NEW SIDEWAUC
I:Ia4�:It a
CONCRETE
( SEE DWG) EXISTING DITCH
NEW 56F RCP CULVERT PER HARRIS COUNTY
FA I R M O N T PARKWAY ( 125' R . O. W.) (THIIS DRIVEEWAY HAS A°LRBEEADY BEENHPERMITT
,
6/3/98 REVISED PER CITY
3/9/98 ISSUED
Ta - 15.90
12-w. FLe 11.50
12' E. FL = 11.13
2e FL - 10.84
D NEW 12" PVC STM.
tND CONNECT TO EXIST 12
'ONTRACTOR TO FIELD VERIF
1. AND LOCATION (TYP)
-EXIST'G CONG
SIDEWALK
EXIST'G DRIVE
NEW RETAIL SPACE EXPANSION ,TO
KROGER/FAIRMONT PARKWAY SHOPPING CENTER
GRADING & DRAINAGE PLAN
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