HomeMy WebLinkAboutHAMMELMANN RELOCATION SITE PLAN (2)I ( I N 1 72 1100' J 1- 54
2 800
- - _ -- __1 -----_ - ---- �L�
- i _ I .WEST " 47 45 44 43
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ES 1 zs 28 29 30
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- - -- - - _I �S I_ -- - -- --1 IH T
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- EXIST MANHOLE 3 .EXIST PVMT LINE ... � 6
E g gq� PARKING CALCULATIONS, I'll 7
TOISPROPERTY LSINE .- � : 794 (TI
I 93
.EXIST PVMT LINE - PROPOSE °J w >r » PROPOSED - ..
25'-0• C STREET 2s'—o• —OFFICE/WAREHOUSE; PROJECT LOCATION 72� 119 R.,, „6 `
EXIST FENCE TO BE REMOVED 3 60" ROW, ASPHALT - 115
_ 4 MIN; +3 PER 1,000 SF/OFFICE AREA "4
WET&Ii` _- ----- --- - � +1 FOR EVERY 1.5 NON OFFICE EMPL 827 828 1 12
ww EWIST. an WATWRUNE - w w N 86°56'43NE 266.0' �h �� FND. T/ I.R. 12 127
"1' X 4 + 9 + 4 17 PARKING SPACES B3o a
_I FND. 1/2• I.R.
II — — — — — KEY MAP-580B
i w + 3 19 PROVIDED; INCLUDES 2 HC SPACES
,�
UNDERPG0T2 N I RECLAIMED EXISTIING TO
I LPR
PROP. 168 SF-8• CONC ELEC SER CE 10'. U.E 1 NI WITH 2- ASPHALT COVER SCALE: NONE
- - - - -1 PAD FOR DUMPSTER LPN -- - - - - /_ -I I VICINITY MAP 05
FUR
( I FR D6 IAiTf „ ,,.
�r� 2 w Nw ��B Um ME I i- 2" X 2" TEE & V. LANDSCAPING CALCULATIONS:
- WOOD FENCESEN LOSURE : LP a WHEEL STOP, TYP 1- 2 ; ELBOW -
- - - - - - -
■� _■LPX - - - - I 1- 2„ X 1 LONG RAD. ELBOW -OFFICE/WAREHOUSE;
I.a' a J,'.. i.l.'".''I+; ` .' .•.T, •;• :.:.: •, o' o' 3I' 0' 20'-0' 1- 2 WATER METER DOMESTIC
Exlsnric cE To 41'-I• w w w w W/ APPROVED DO BLE CHE�K CREPE MYRTLES (15 GAL) ON 30 CENTERS (13)'
RES o B LP 1- 1" WATER METER (LACK- PR ANDSCAPE) TEXAS SAGE 5 GAL ON 3' CENTERS 109
1 I i 135'-0', / :.. ER ,WA I W/ APPROVED BACK -FLOW ) ( l ( l
LPN l- - - - - - - - -- - - - °na�cwAm PREVENTER.
(/ PROP. 10,000 SF // . -
/ / 5 o ((THE APPROVED LAND-
0' l - T o SCAPE IRRIGATION
o u.E 021.
i _ SYSTEM TO BE INSTALLED
/ If FF = 18.20 (OFFICE) %', BY A STATE LICENSED
/ / ILU PROFESSIONAL AND
-1 - - — — - — / -4 — — — I/fr m FF 17-20-I (W.H'.-� PERMITTED SEPARATELY.)
4A�, 1 PROP. SAN. SWR. MH #1
i (� % TENANT: HAMMELMANN, CORP. %,: o O
LPN / _ I/ 402 S.H. 1461, SOUTH j.. , FL = 10.78 N &�S)
---- 1 ^�� - ----- - - - -
-- =--- -- ---- --1
i
1 0 _ /I I �iii, iiiiiiiiiiiiiiiii�iiiiiiiaiiriiiiiii/iiiiiiiriiiii 2
o, ..... �......
:..., , 2 PROP. SAMPLE WELL 2
— — `— — — — - x I '- � � — — — -I .. • • ...' •:..• � LPx � � �Px - — � C O TR =FLUSH W/ FIG
- { I LPR —I
I Z LLJ
I LJ LPN I PAVING SURFACE TO 13E ' _ FL = 10.93 (N & W)
0 m L m x RECLAIMED EXISTNG MATERIAL
I N 1 ' 1 ( WITH 2' ASPHALT COVER i I EXIST ENCE :.
1 Iw 5rn TO REMAIN
- - -1 0 z hl / - - w- Z - -- - - -1 I- - - - - - - - --
w o w o W
o N -1 m IN I o. I EXIST STORM C 1 A PROP. 50 LF-8" PVC SAN.
PRIVATE 8 SAN -�� I O
- 1 u=) ¢ / w o I �o i RES. E S . /� I SEWER INLET Z SWR. @ 0.33%
z IQ Lea 1 LPR
- -------�-_ - ---- -: a�------- ---�--
I I LPN w Icn 1
1 10' U.E. - SIDES&... �p RIDE.£@, -
I N86056'4s'E 266.0' ! I �., 2A PROP. 144 LF-8" PVC SAN.
— — - — — — -�
I _ � I
,O ROE SA SWR. 0.33�
I oo — -- — — — — — — — m•so w_ FIRE HYDRANT (5' BURY)
LPR 1- 6° X 6" TEE & V.
LP
-- -- --I (�------I----------I--------■LPR-----I--
T
o -( PAVING SURFACE TO 'RES.
R C R! Xm_ /J
RECLAIMED EXISTING MAE; ..
WITH 2• ASPHALT COVER I : I _. I I O
!n _
ar D Iz0 _D. Tc D o
1 I % PHASE II OFFICE BUILDING / 4, C:
- ----1� - - -- --- y-- - FF�= 17;50' SrrP ---- - - -I-- - O NOTES SCALE: NONE 04 PROPOSED
} 4 �M }R+�Or,WI-5;,ry w� LPR ■ R SCALE: NONE O3
j o TENANT TBD. f Glwv� c)
428 S.HI. 146, SOUTH j ( I SCOPEOFWORK:
/l I ■LPX - - _ - ON. TRUC110N OF A NEW METAL BUILDING AND SITE FOR
- - - - EXISTING FENCE / - - - _ - - / - - - - �- ■LPR- '- - - - I- - - pf �Q\rG LL HAMMELMANN CORPORATION, A GLOBAL LEADER IN WATER 5. RES 'A'- PROPOSED USE TO BE SPECIALTY CONTRACTOR.
TO REMAIN////„////////,////,///////////////�%//////.�////�//�//// PROPOSED CURB l`�� /'� L /V �( BLASTING AND WATER PRESSURE SYSTEMS. THEIR SERVICES RES 'B'- PROPOSED USE TO BE BUSINESS OFFICES.
/ I EXTENDS 40 c=Q�1� INCLUDE LEASING, REPAIR AND PARTS DISTRIBUTION AND
1 NORTH OF SOUTH ( 2� -" SALES. EXISTING SITE CONDITIONS REQUIRE REMOVAL AND 6. LEGAL DESCRIPTION: LOTS 1-32, BLOCK 2, LA PORTE
PROPERTY LINE I .} OR RELOCATION OF LIGHT POLES AND EXISTING ELECTRICAL
( PROPOSED CURB - I - _ _\ - - - I- L ��d ���QSERVICE PANELS. EXISTING SURFACE MATERIAL IS IMPERVIOUS 7. HCAD 023-149-002-0001
NORTH OF SOU1N \ - - - - -o - - - - - - - - 1 900 V "BUT KILL BE RECLAIMED AS BASE FOR A NEW ASPHALT #
/ PAVING SURFACE TO BE
— J I PROPERTY LINE I I RECLAIMEg EXISTING MATERIALI /tSURFACE. 8. DEVELOPMENT TO BE IN COMPLIANCE WITH THE CITY'S EXTERIOR
WITH 2 ASPHALT COVER 1 I G..
t0�9DE�AtlA ` �•— /���N,������� BUILDING DESIGN STANDARDS OF 100% MASONRY/GLASS MATERIALS
- - - - - - _ ^n�_ MtA.0�. MARCUS C. BARBER, SR. ON THE NORTH, EAST AND SOUTH EXTERIORS.
FIND. 1/2- I.R. 86°56' 3' W 66.0' - GORDON WESTERGREN 9. EXISTING ELECTRICAL EQUIPMENT. TO BE REMOVED AND SERVICE
P.O. BOX 3745 RE-ROUTED TO THE BUILDING.
PROPOSED CURB FND. 1/z I.R. BAYTOWN, TEXAS 77522-3745
Y i PROPOSED 18 XTENDS ENTIRE I I
� EXISTING FENCE
TYPE A INLET SOUTH PROPERTY TO REMAIN 10. NO WASHING EQUIPMENT/SERVICES WILL OCCUR ON PROPERTY.
Y Y LINE TENANTS RES. A:
HAMMELMANN CORPORTION
DSTREET 625 N. BROADWAY STREET
PROPOSED 18 CORRUGATED THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED
METAL PIPE, 30. (EXIST. DRAINAGE OUTFALL) LA PORTE, TEXAS 77571-4294 THIS SITE PLAN VELOPM T
CONTRACTORS: OF HAMMELMANN RELOCATION IS IN
CONFORMANCE THE DINANCES OF THE CITY OF LA PORTE.
CRB CONSTRUCTION
BY
P.O. BOX 3745 9-
:l'
BAYTOWN, TEXAS 77522-3745 LAP TE CITY E R DIRECTOR, LA PORTE
NOTES: PLANNING DEPARTMENT
1. THE COORDINATES SHOWN HEREON ARE TEXAS SOUTH
CENTRAL ZONE NO. 4204 STATE PLANE GRID COORDINATES SITE PLAN ACCURACY CERTIFICATE
(NAD83) AND MAY BE BROUGHT TO SURFACE BY APPLYING i, WILLIAM T. MANNING, JR., AM REGISTERED UNDER THE LAWS OF THE
THE FOLLOWING COMBINED SCALE_0.9998783. STATE OF TEXAS TO PRACTICE THE PROFESSION OF ENGINEERING AND
2. TRACT IS IN SHADED ZONE "X AND SLIGHTLY IN ZONE "AE" HEREBY CERTIFY THAT THE ABOVE PLAT OR SITE PLAN IS TRUE AND
(BFE = 16.00' NAVE 1988, 2001 ADJ.) PER CORRECT; AND THAT ALLBEARINGS, DISTANCES, ANGLES, CURVE RADIUSES,
FIRM = .00' N 0945L, , 2001 007. AND CENTRAL ANGLES ARE ACCURATELY SHOWN ON THE PLAT.
3. ZONED: GENERAL COMMERCIAL (GC). BY:
WILLIAM T. MANNING, JR. .E.
I I - _ - I r(h 4. BUILDING SETBACKS: TEXAS REGISTRATION NO. 80640
- - - .-) - - - - - - - - _ -1 L0XCA7EGD zRO' HYDRANTDNNg FRONT 20% REAR 10', SIDES 10'. MANNING ENGINEERING CORPORATION, F-2630
— 1 N.o w°0°F s M°/26 FEEDER ROAD -
SITE PLAN SCALE: T= 39 02 C E R T I F I CATIONS SCALE: NONE 01
- planning - design - execution -
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L® Pcrto, Taxaa 77672
Cttlen/Fn,c (281)887.9820 Cell. (713)408-776D
www.projectdesignpartners.com
PROJECT NUBER
PROJECT TITLE
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ENGINEER OF RECORD:
WILLIAM T. MANNING, JR., P.E.
TEXAS REGISTRATION NO, 80640
MANNING ENGINEERING CORP.,F-2630
108 SOUTH 2ND STREET
LA PORTE, TEXAS 77571
REVISIONS
NO.
DATE
DESCRIPTION
I
4
5
SCOPE OF THE DOCUMENT
THIS DRAWING INDICATES THE GENERAL SCOPE OF THE
PROJECT IN TEAMS OF ARCHITECTURAL DESIGN CONCEPT, THE
DIMENSIONS OF THE BUILDING, THE MAJOR ARCHITECTURAL
ELEMENTS AND THE TYPE OF STRUCTURAL, MECHANICAL
ELECTRICAL SYSTEMS. AS SCOPE DOCUMENTS, THE
DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL
WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION
OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. ON
THE BASIS OF THE GENERAL SCOPE INDICATED OR
DESCRIBED, THE CONTRACTOR SHALL FURNISH ALL ITEMS
REWIRED FOR THE PROPER EXECUTION AND COMPLETION OF
THE WORK. THESE DRAWINGS SHALL NOT BE USED FOR
CONSTRUCTION DRESS DATED AND NOTED AS ISSUED FOR
CONSTRUCTION WORK. THIS DOCUMENT IS THE PROPERTY
OF Pr¢eetOcrnPavrrs AND IS NOT TO BE USED, IN
WHOLE OR IN PART, WITHOUT THE WRITTEN AUTHORIZATION OF
f�roJcc•u� CJe�/cFn P�rtricr�
WARN■ NG
IF THIS BAR DOES NOTMEASURE I'THENDRAWINGIS
NOT TO StGAL,E
DRAWN BY: -
DPL/NEV
CHECKED BY:
DATE
07/16/2012
SHEET TITLE
SITE
PLAN
DRAWING NUMBER
SHEET N0.
C1 1
a
N• v - I I I o GO ,�,,,, -1-1,
WITH 2' ASPHALT COVER I' -
W FTl w I w Z
i. Q 0 J - _ _ N r-., j- fP 16.5o - - - - - . -.. -1 i -+TP 16.70 - _ - - _ _ _ _ -_ - - -
Q�
,b? lin b� I ,^ryg I -bb� m _
_ - - - - - - - I - _ _ b^6 _ I 1 - - - - "'- - - - -rJ,- I - - - - - - - - - TF 10-0 1
4s
� -�
TG
10, U.E. 16.00 ) I�.J2 ( I TO 16.30
FL A5T11J. 2 _ _. ( I ' FL (WEST)12.61 i n - T
O FL SOUTH) I .32 tYA WE PIP 11Z0' 0 0.25% - .1 O v J
- - - - - - - - - - - - N 86°56+43'E 266.0 z
o I I I -71
I I
- _ - - - I .. n _ - -'- - - - - - - • - -- - - - TP 16790 • 0
_ +7 16.35 - TP 16.45+ m
_I ) o
o I- D
_- - - - - - - - - - -) - -TbctIz-+- -- b- - - - - _II b4b I
++,l
k`
ti � _ �
I i ,ba HIGH ■
Tw 1zt nW
l�J J
POINT
- - -- - - - - / - - - - - TO i, .; r�//;: %%/////.%/l//l /ll //////�'/ll/l////////////I/j - -- - - - - - - - - - b bti ^^� 0
TABLE 7 DESIGN LIMITATIONS FOR
ANCHOR BOLTS (LOAD CASE 1)
ilit(D
SPEED
(11PH)
ARR
LENGTH-
(Ft.? :
0810GE DECK HFIUHT (ft.)
DESIGN MOUNTING HEIGHT
JD Ft. 45 F(. 50 Ft.
. _
5
130
0 h -
75
-75
:75 -.
130
12
75
75
70 -
130
15
75
-.75
JO.
'ISU
t0
/5
If
I50
12
75
-.JS
'. 150
IS
r5
3U
Roiling the PTdestaf is attarAed 7o. I '
ESTIMATED LIGHT POLE PEDESTAL OUANTITIES
:PER LIGHT'. POLE PEDESTAL
)TEm
UNIT
QUANTITY
Concrete Per
ZY/in.
O.OaO
Pedestal Thick-ness
RMifarrin0 Steel
TB
195 0021
.(The Reinforcinq Steel quart RP shown In Parenthesis is for a Pedestal I '
attached to Petlestria Nomele Ralling Indei No 620 irhh Bridge
'.De) or Approach Slab thinner than i th And 59 Lhs for
RUNOFF CALCULATIONS
5-YEAR
100-YEAR
B
84.14
125.4000
D
17.80
21.8000
E
0.7881
0.7500
0.00
AREA
2.44
TC(MIN)
26.70
0.00
I (5-YEAR)
4.23
1 000-YEAR)
6.82
0.00
C
0.90
0 (5-YEAR)
9.28
0 (100-YEAR)
14.98
61' 0' 125' 0' 80' 0' cP C
._ ,.r -_ TW-i7.1- - - - - - - - .- ` m
' % PHASE II OFFICE BUILDING j ++TP 16.B TP 16.60C A L C U L A T 10 N S SCALE: NONE 03
ONT j FF =1 17.20 j
7 EXISTING FENCE A- / �
TO REMAIN %/////////////////////////////////�//////////////////////
I 0 PROP: CATCH BASIN
4s To 17.,D Tc,7.60 TRAFFIC DUTY DETENTION NOTE:
17.10 TP i6.6o
PROPOSED CURB_ I I PROPOSED CURB
EXTENDS 40 - - - - - - - - `�- - - -I ( - - - NORTH- EXTENDS 4 SOUTH FL 13.14 (W)
NORTH of SOUTH 4 NORTH FDETENTION NOT REQUIRED DUE TO EXISTING SITE
I PROPERTY LINE I I RECLAIMED URFACE TO
PROPERTY LINE g�
- - - - TOI5.76\\ o, 0 95% IMPERVIOUS. NO NET FILL WILL BE INTRODUCED
. FL WORTH) XR. WITH 2 ASPHALT COVER b 9
TP ,520 Mi, 4s 1 ,3 i e P16.25 ^b� >� ^ B PROP. JUNCTION BOX
- -_�� -___ O ONTO THE SITE OR INTO THE FLOODPLAIN.
- - - - - - - _ - ,� TRAFFIC DUTY
PROPOSED 5" CONC. SLOPE 7 i $ 6D56*4 N W, 266.0'
PROPOSED'CURBL = 12.85 (E & S) FENCE NOTE:
PqqV NG 24' TO ITh�EE� 7 7 FND. i/2' I.R.R
SIO� OF OUTFAL� P P T 7 XTENDS ENTIRE
TgOPOS5ED0019 TYPE A INLET SOUTH PROPERTY EXISTING PERIMETER FENCE TO REMAIN UNLESS
OUTFALL _ 9.80 FL = 9.89 (SW) LINE OTHERWISE NOTED ON PLANS. ANY CHANGES TO
>> 11 OC PROP. CATCH BASIN
PROPOSED 18" CORRUGATED cc TRAFFIC DUTY THE FENCE WILL BE PERMITTED SEPARATELY.
METAL PIPE, 30' ® 0.25% STREET
(EXIST. DRAINAGE OUTFALL)
FL = 12.32 (E & NO SIGN NOTE:
10.32 (S) ANY PROPOSED SIGN TO BE BY SEPARATED PERMIT.
PROP. CATCH BASIN PAVING NOTE:
M TRAFFIC DUTY SITE TO UTILIZE EXISTING IMPERVIOUS COVER AS BASE
COURSE. TOP COURSE TO BE 2" ASPHALT.
I
OE PROP. STORM WATER INLET
i TRAFFIC DUTY
I _
DRAINAGE PLAN SCALE: r = 30' 02 NOTES SCALE: NONEA
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- planning - design - execution -
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www.projectdesignpartners.com
PROJECT NUMBER
PROJECT TITLE
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ENGINEER OF RECORD:
WILLIAM T. MANNING, JR., P.E.
TEXAS REGISTRATION NO. 80640
MANNING ENGINEERING CORP., F-2630
108 SOUTH 2ND STREET
LA PORTE,TEXAS 77571
REVISIONS
NO.
DATE
DESCRIPTION
I
4
SCOPE OF THE DOCUMENT
THIS DRAWING INDICATES THE GENERAL SCOPE OF THE
PROJECT IN TERMS OF ARCHITECTURAL DESIGN CONCEPT, THE
DIMENSIONS OF THE BUILDING, THE MAJOR ARCHITECTURAL
ELEMENTS AND THE TYPE OF STRUCTURAL, MECHANICAL
ELECTRICAL SYSTEMS. AS SCOPE DOCUMENTS, THE
DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL
WORK REGUNNED FOR FULL PERFORMANCE AND COMPLETION
OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. ON
THE BASIS OF THE GENERAL SCOPE INDICATED OR,
DESCRIBED, THE CONTRACTOR SHALL FURNISH ALL ITEMS
REOUIRED FOR THE PROPER EXECUTION AND COMPLETION OF
THE WORK. THESE DRAWINGS SHALL NOT BE USED FOR
CONSTRUCTION UNLESS DATED AND NOTED AS ISSUED FOR
CONSTRUCTION WORK. THIS DOCUMENT IS THE PROPERTY
OF!0Mftd,P4",0 AND IS NOT TO BE USED, IN
WHOLE OR IN PART, WITHOUT THE WRn7EN AUTHORIZATION OF
f�i-oJcct /�c�Jgn i�c�rtrJcr�
WARN■NC.G
IF THIS BAR DOES NOTMFASURE P THEN DRAWING IS
NOT TO $4ALE
DRAWN BY:
DPL/NEV
CHECKED BY:
DATE
07/16/2012
SHEET TITLE
DRAINAGE
PLAN
DRAWING WINDER
SHEET NO,
C 1.2