HomeMy WebLinkAboutH&M DESIGN, INC. SITE PLANF
I
6 7 8 9.
1 2 3 4 5 �
(EL.23.14') (EL.23.92') (EL.24.12') Hwy
25
i hW a Y 2
Spencer
p Q
N (EL.22.70') !
U -ill
ES
(EL.22.29') coNc. PVMT. � F
(EL.24.60') B PASADENA BLVD
C. CURB EXIST. CONC. CURB ��F�4 DRAINAGE
STM SWR INLET EXIST. CON GULLY
TOP 19.31 �p
FL 16.51 �/7" I.R. CEM
(EL.22.36) (EL.21.72')
EXIST. EXISLi
T. STREET SIGN 55'8"E 230.00'
(EL.22.31PROPERTY L1NE \ekJST
`C
CONC.S
EMAIN (EL.24.60')_ T = H&M
EXIST.
WATER ..� .- -- ( ___--- \ FAIRMONT PKWY
1/2" LR. RAMP (EL.20.20) GAS MAIN 'p
0' W.L.
�'� � � T _----- -�"'� P.P. 5WBT (CABLE MARKER) \
& �� — 0
------ KEY P LAN
GAS LINE ESMT.
EXIST. STREET SIGN ---- ----- NTS
TBM LEGAL DESCRIPTION:
--+
ELEV. 22.82 0.763 ACRES OF LAND ALL BEING
EXIST. 62'.-Q" UNRESTRICTED RESERVE F BROOKGLEN
(EL.21.00') SECTION (1) RECORDED IN VOL. 153, PG.99
F.H. 7'-8" OF THE MAP RECORDS OF HARRIS
a 67,-0 COUNTY, TX. E
FLOOD ZONE "AE"_
1 a_ ---� - TRACT LOCATED HERE ON LIES WITHIN
ICL
L t a- ZONE "AE" ON AREA OF 100 YEAR
U' Lnn FLOODING ACCORDING TO THE FLOOD
INSURANCE RATE MAP, COMMUNITY PANEL
20 00 a NO. 485487-0335--H DATE SEPT. 30. 1992
FLOOD ELEVATION ® THIS SITE IS 23.00
�w 20.00 (EL.20.70') i
(EL.20.50') � =�.. (EL.20.90) (EL14.38') (EL13.95' BASED ON 1973 DATUM.
(EL20.30')
{ (EL.21.50 ) LANDSCAPING
Q) o EXIST. , l_...,_.. -- ---- r 20.00 f TOTAL USABLE AREA: 24,000 SQ. FT
F- w �.�
•— S. PARKING AREA: 4,200 SQ. FT
20.00 H.P. EL. BUILDING FOOTPRINT: 3,400 SQ. FT
�- S.L.
UNUTILIZED AREA: 16,400 SQ. FT
Q 9.50 non,
� 5' WIDE BEDH.P. T.O.C. EL.20.00' (E. 0.70) LANDSCAPED AREA: 1,143 SQ. FT
(INDIAN HAWTHORN
WITH GROUND COVER) CONCRETE LINED DITCH
V O {EL. 0.20) HANDICAP 0 FLOOD PLAN
- FILL AREA = 6400 C.F.
EL 19 92, SPACE CUT OUT = 6530 C.F.
( } ELECT. S
... a80 UPPL y
l GR0f1Nfl P.P. ''
BENCHMARK: RM 936 FOUND R,R SPIKE
i
Q)
WHEELCHAIR ON SOUTH SIDE OF POWER POLE #11732
0.9 ST OF UNDERWOOD ON
RAMP NORTH LSDEES �OF SPENCER HIGHWAY
Li
3: ELEVATION: 24.17 (19'i3 DATUM)
1.
238 S F.
v " TH � � TBM. R.R.
N WEST SIDE OF NORTH DRAINAGE ESMTY.UER
L.P. EL
4,240 S.F. rn POLE 0
o CONC. 4" THK. CO
H.P. EL. 19.00 NC. ELEVATION: 22.82
'o
I X 20.00' PARKING AREA
io 3,100 S.F.
(EL.20.00') �` OFFICE BLDG.
to 0 20 D 1 0 10 U.E. WILLOW SPRINGS GULLY DR INAGE ESMT. LEGEND
Y DRIVE 1
a T.O. FLOOR 60'•-0' TC..................TOP OF CURB
mEL. 23.00' "' PP..................POWER POLE C
C (EL.21.00 ) „
(HARRIS COUNTY FLOOD CONTROL SL...••,,.,,..,...STREET LIGHT
DiSTRIC UNIT N0. B112-00-00. z GMK,,..,•,,,,,,,..GAS METER
VOLUME 153 PAGE 99 H.C.M.R.) -' WM.................WATER METER
FL..................FLOW LINE
Li• Li MH..........MANHOLE
CL (EL. 70') FH.................. FIRE HYDRANT
Of TW.................TOP OF WALL
(EL.19.59) H.P. EL.
T.O.C. EL20.00' 19.50' � 5AN.5WR....... SANITARY SEWER
STM.SWR....... STORM SEWER
P. EL. 2D.00' TBM...............TEMPORARY BENCH MARK
~ 9.50
G...................GUTTER
> � 0 L.21.45' 5' CONC.............CONCR�-�TERN BELL TELEPHONE
> (E ) (EL.2D 3 )
(EL.20.20) 2D.D (EL.21.00'}
Q] � � � 20.70' � (EL.14.35) (EL.13.90') PVMT.............PAVEMENT
U " U.E................UTILITY EASEMENT
z -D ❑ N �12 PVC (EL.20.70') B.L................BU]LDING LINE
CAP / N...................NORTH
O U X I! 20.50 -Ow 6" CLEAN OUT S...................SOUTH
(EL.20.20') SEAR / & SAMPLE WELL...........TOP OF BANK
z B
BRD.FNC........ BOARD FENCE
U ca ham, I.R.................]RON ROD
B W w ti 10'-0" (21.00').........EXIST. ELEV.
w BLDG. LINE
21.00' .....NEW ELEV.
o C i ' (EL.21.30') (EL.13.82') DRAWING T
�' 4' WIDE SCREENING " (EL 14, 22'
(EL.21.00) ___.__ P.P. /z I.R. (EL.20.27) 066HM-A-001 SITE PLAN
w w / BED (RED TIP PHOTENIAS} ----~- TELE. PED f066HM-A-002 FLOOR
o _�___- ___ ___ ---- -- ____ -�� - E S86^55'38"W 230.00' Jr, 066HM--A-003 ELEVATION
N
(EL.20.70) ___�___- cyy��
- PROPERTY LiN .� �` gY0�1�' 066HM-A-004 ELECTRICAL
_�� �•_ - 0� 066HM-A�005 FOUNDATION
06 PAVING PAN
____� 5' 066HM-A 0
LIE 066HM-A-007 CEILING PLAN
• - p� 066HM-A-008 HVAC SCHEMATIC
l •_�, , L �Atit• 066HM-A-009 PLUMBING
PROPERTY LINE ',y�'"
`7 ,9t - or
PLAT (SITE PLAN) ACCURACY CERTIFICATE,-,,
1/2I.R. �� :.,n
CITY APPROVING AUTHORITY CERTIFICATE I, - } S , osc. y ',�. c-._, am regestered under the } REV. DESCRIPTION DATE BY CK APP VD. H & M DESIGN INC.
laws of the State of Texas to practice the profession of �.;ti�o _ .�� 0 SUBMIT FOR PERMITTING 8602 SPENCER HWY. A
This is to certify that the City of La Porte, Texas has engineering (or surveying) and hereby certify that the above ''"-�
TIE-iN PT ®�SIG
A approved this site plan and development of plat (site plan) is true and correct; and that all bearings, ...._ LAPORTE, TX. 77571 INC
(EL.19.20) _ in conformance with the ordinances distances, angles, curve radiuses, and central angles are OWNER: H&M DESIGN
EXIST SAN.SWR. MH of the City of La Porte• accurately shown on the p TYPE OF DEVELOPMENT: OFFICE BLDG. °�$cR'��1QN
ate.. P e, SITE PLAN -- H&M OFFICE BLDG.
(Si nature of Engine r or Surveyor) DEVELOPER: H&M DESIGN DRAWN DATE APP. SCALE
ZONE: GENERAL COMMERCIAL MEs 11 17 95ICHK'D
i"=�o'--o»
Director, La Porte Community Texas Registration No. �z�•¢% CAD "� Dom• Rev
Development Department 066HMA01 OC6HM—A-00 0
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