HomeMy WebLinkAboutHAMMELMANN RELOCATION SITE PLANo
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792
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l � EXIST MANHOLE 3 EXIST PVMT LINE -
' R8;A I PARKING CALCULATIONS: �� 45 6
EXIST PVMT LINE PROPOSED y n » PROPOSED - - .. 94 93 12
I 25'-0' C STREET 25'-0' -OFFICE/WAREHOUSE; PROJECT LOCATION 119
— EXIST FENCE TO BE REMOVED 3 60" ROW, ASPHALT / ' 1 � � �7 118 115 114
gp� 4 MIN; +3 PER 1,000 SF/OFFICE AREA L-
e GA7EL C
9 --- I +1 FOR EVERY 1.5 NON OFFICE EMPL 827 626 ,
A /S aL
)22312[j[J027
w wwisr. a" wATWRUNe_ w w 86°56'43°E 2661..0' `� _- FND. I.R. YA 4 + 9 + 4 17 PARKING SPACES
-I FND. 1/2" I.R.— X 830 829
17 SIX SA— — — — — ——,�K�-I- 19 PROVIDED; INCLUDES 2 HC SPACES
KEY MAP-580B
PROPO PAVING SURFACE TO BE ,�
PROP. 168 SF- 1* CON UNDE SGR N RECLAIMED EXISTING MATERIAL -
ELECSERGE-,G'U.E. , I N-----------I_�P - VICINITY -.MAP -05
PAD FOR DUMPSTER LPN - - - ' WITF1 2" ASPHALT COVER
/ •.a: _ .'. — — — —I — / — I SCALE: NONE
I 1D• U.E.
PROPMA/C pccE�w "G �DPDE I o� „ LANDSCAPING CALCULATIONS:
I I s[m I w Disc sw)w 10 StWn 1— 8 X 2 T.S. & V.
I 2 1- 2" X 2" TEE
PROP. DUMPS '9/ 6'
/- WOOD FENCE EN LO5URE 0 I LP� WHEEL STOP,ITIP 1- 2" ELBOW : - -
- - - - - - - ■ �LPX - - - 1 2 X 1" LONG RAD. ELBOW -OFFICE/WAREHOUSE;
10
I 1- 2 WATER METER(DOMESTIC)
I - EXISTING FENCE TO 41'-1' .••....' ,.'.:.":•"• •-:•:'<•` ' W W w w W/ APPROVED DOBLE CHEK _ CREPE MYRTLES (15 GAL) ON. 30 CENTERS (13) - -
REMAIN ii��/��/ii% ii%/// g _nr---� I LPRi 1- WATER METER SCAPE) _ TEXAS SAGE. (5 GAL) ON 3' CENTERS (109)
LPN / 13T-0- �; :.. B � w W APPROVED BACK -FLOW
- - - - -I - - //fj - - -- - - - - - /PREVENTER.
PROP. 10,000 SF-
I BUILDINGTHE APPROVED LAND-
/ ] o CAPE IRRIGATION
I SYSTEM TO BE INSTALLED
FF 18.20 (OFFICE) % .• BY A STATE LICENSED
- -I -- _ -/-4_- Iw
a -FF - 1-7.20-I WA-.) - - - - � - _ - - - � PROFESSIONAL AND
m (( I / �^ PERMITTED SEPARATELY.)
TENANT: HAMMEL ANN CORP. PROP. SAN: SWR. MH #1
I ( LPN A. PROP.
402 S.H. 146, SOUTH %" o - TR = FLUSH W/ FIG
I �y, �.
o .
O
-------�XI�- �� ��------I... I LPXI ------- O PROP. SAMPLE WELL #2
W o --r�I X LPx LPR - TR = FLUSH W/pp FG
z I m : /lJ LPN - - O I PAVING SURFACE TO BE FL = 10.93 N C.X. W p `i X RECLAIMED EXISTING MATERIAL n$ ( )
N (6 WITH 2• ASPHALT COVER I Q'. I I EXIST ENCE :
-I o I co
z Iz -1 so n TO REMAIN
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to N m N I ,.I , T
¢ I PRIVATE 8 SAN .�I oo EXIST STORM C -
1= w o L)0 C ( 1 A PROP. 50 LF 8 PVC SAN.
1n ¢ I o RES A I SEWER INLET O
J
SWR. Ca? 0.33%
- -;- -Q=_ -- - - - - -$ - - - - - - - - LPR
I (- LPN �N w l(n-
i 'n
10' U.E. SDE_S.@,_ ¢ I I _LT SIDE SB. TzL v / - -
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- - - - 1 N86°6h'43°E 266.0' lit
., 2A PROP. 144 LF-8" PVC SAN:
I o iO'90EB8. SWR. � 0.33%
I — - — — — — — — — - — — — wmr,,l:>-�I— FIRE HYDRANT (5' BURY) P
I I ( 1- 8" X 6': T.S. & V.
- - - -i ( i_ - - - - - -I - - - - - - -I ■LPIR - - -■LPR- - - -I- LP 1- 6" X 6" TEE
,R S. R
C ( . RECLAIMED EXISTING MATERIAL I I I \ J . I.J X
WITH 2" ASPHALT COVER.
I I -1 O
I I I o LANDSCAPE LEGEND:
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LP - CREPE Y
- (n
� MYRTLE (13)
7
m hl TEXAS SAGE (109)
61'-0' 125 -0 76'-0' o
I I j PHASE II OFFICE BUILDING j 4 �7
-- - ---- /--- ---FF = 17!50 / _ _ --a I W
-- _ - ____-__O NOTES 04 PROPOSED 03
-I �ENANT �O�, �9 � LPR ■ � � D SCALE: NONE SCALE: NONE
428 S.H11. 146, SOUrTIHP�+�� % I c
) j % SCOPE OF WORK:
CONF"RUCTION OF A NEW METAL BUILDING AND SITE FOR
'- EXISTING FENCE / -- - - - - - - - - - - - - - ■LPX - - - - -�- _
■LPR - - - I- - -- `%G , HAMMELMANN CORPORATON, A GLOBAL LEADER IN WATER 5. RES 'A'- PROPOSED USE TO BE SPECIALTY CONTRACTOR.
TO REMAIN%////,//////////////////////////////////�///////��//////////// PROPOSED CURB �p7 C�Q `r = BLASTING AND WATER PRESSURE SYSTEMS. THEIR SERVICES
/ � t`�� �'J_ ,/V• � � RES 'B - PROPOSED USE TO BE BUSINESS OFFICES.
I ( EXTENDS 40'INCLUDE LEASING, REPAIR AND PARTS DISTRIBUTION AND
oe NORTH OF SOUTH S SALES. EXISTING SITE CONDITIONS REQUIRE REMOVAL AND 6. LEGAL DESCRIPTION: LOTS 1-32 BLOCK
(� LO K 2, LA PORTS
I PROPOSED CURB � I ( PROPERTY LINE I � I�:J'X �� OR RELOCATION OF LIGHT POLES AND EXISTING ELECTRICAL
- - -'- - -
EXTENDS 40 - -I� `., - - - - - - - - - '- - `- -I - - - - - - - - - - - - -- L � q�� �J`d � SERVICE PANELS. EXISTING SURFACE MATERIAL IS IMPERVIOUS 7. CAD 0 - -
/ NORTH OF SOUTH 4 esgvl�BUT WILL BE RECLAIMED AS BASE FOR A NEW ASPHALT H # 23 149 002-0001
'J. PROPERTY LINE - I I - PAVING TO BE - R,tlV -
I la \ I RECLAIMED ASPHALT
MATERIAL , P SURFACE. 8. DEVELOPMENT TO BE IN COMPLIANCE WITH THE CITY'S EXTERIOR
+D alr VATH 2" ASPHALT COVER (D' mE g qmn I G .
6 — �"— � v�R-� BUILDING DESIGN STANDARDS OF 100% MASONRY/GLASS MATERIALS
I_ /�� ON THE NORTH, EAST AND SOUTH EXTERIORS.
- - - ^�f_ MARCUS C. BARBER SR.
FND. i 2" I.R.— I a , 1'r D m
86 56 3 W 66. GORDON WESTERGREN
� � 1"� 9. EXISTING ELECTRICAL EQUIPMENT TO BE REMOVED AND SERVICE::
X PROPOSED CURB FND. 1/2- I.R. P.O. BOX 3745 RE-ROUTED TO THE BUILDING:
XTENDS ENTIRE BAYTOWN, TEXAS 77522-3745
, PROPOSED 18 EXISTING FENCE7 0 I
X . BOUT R
,., TYPE A INLET H PROPERTY TO REMAIN
10. NO WASHING EQUIPMENT SERVICES WILL OCCUR ON PROPERTY.
LINE
»D » STREET TENANTS RES. A. /
<. HAMMELMANN CORPORTION
„
T_
PROPOSED 18 CORRUGATED 625 N. BROADWAY STREET R T
METAL PIPE, 30'. (EXIST. DRAINAGE OUTFACE) : LA PORTS, TEXAS 77571-4294 THIS IS TO CERTIFY THAT THE CITY OF LA PORTS, TEXAS HAS APPROVED
THIS SITE PLAN VELOPM T OF HAMMELMANN RELOCATION IS IN
CONFORMANCE THE DINANCES OF THE CITY OF LA PORTE.
CONTRACTORS:
CRIB CONSTRUCTION
P.O. BOX 3745
BAYTOWN TEXAS 77522.-3745 : 6Y: �%� ��%'fLBY:
, LA P 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' NAVD 1988, 2001 ADJ.) PER CORRECT, AND THAT ALLBEARINGS, DISTANCES, ANGLES, CURVE RADIUSES,
FIRM NO. 48201Z 0945L, 6/18/2007. AND CENTRAL ANGLES ARE ACCURATELY SHOWN ON THE PLAT.
3. ZONED: GENERAL COMMERCIAL (GC). BY: U /• �'
WILLIAM T. MANNING, JR.IjPt.
I I 4. BUILDING SETBACKS: TEXAS REGISTRATION NO. 80640
- - - - - - - - - - - - - - _ _ - _ - _ - -
-I Mn Eo ziAP'HFR°oN T -FRONT 20', REAR 10', SIDES 10', MANNING ENGINEERING CORPORATION, F-2630
PROW °F SPHO 6 NER ROAD
-
SITE PLAN
SCALE: V= 30' 02 CERTIFICATIONS SCALE: NONE 01
l/�k14 .
7 �
planning - design - execution -
P O B o x 8 7 9
La Porta, Toxao 771572
CMtlea/F"z: (281) BB7-9820 Cell: (]t3)408-]]60
www.proiectdesignpartners.com
PROJECT NUMBER
PROJECT TITLE
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PROFESSIONAL SEAL -
OF
WKLIAAOT MANNING, JR.
sos4o
C`CEN
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 REWIRED FOR FULL PERFORMANCE AND COMPLETION
OF THE REQUIREMENTS OF THE Co1TTHAer DOCUMENTS. ON
THE BASIS OF THE GENERAL SCOPE INDICATED OR
DESCRIBED, THE CONTRACTOR SHALL FURNISH ALL ITEMS
REQUIRED 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 DoamENT Is THE PROPERTY
OF P�tntOe.Yt,nPav` :'s AND IS NOT TO BE USED, IN
WHOLE OR IN PART, WTNOLT THE WRITTEN AUTHORIZATION OF
ProJcct L7c�ic)n f��rtnci s
wAt%►RNING
IFTNS BAR DOES NOTMEASURE I' THEN DRAWING IS
NOT TO SiSAI-E
DRAWN BY:
CHECKED BY:
DATE
DPL/NEV
07/16/2012
SHEET TITLE
SITE
PLAN
DRAWING NUMBER
SHEET NO.
C 1 1
0
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1.2-BZ0000/9
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i I I I I� •'
F4 - - ' CONVENTIONAL REINFORCING T L BENDINGDIAGRAMS
LNG S EE.
- - - -. - BILL OF REINFORCING STEEL
..._N
MARK SIZE: NA. RE00. LENGTH- NOTES
b ;
A :: 16 S.S. c
RCf/1fDRCNlG STCCL.NDrCS -I+� f l-
' .. 7•E' Rats dFl ` !1 _.
-' . F 4 4
When Pedestal s aIN-rtr.1 to Pedestrmm Brcyc/C. (uhFO. lndek 5d. E.0 1
2.0' AwsdF? •t- nr'nn N. w rconcreteur - nd .h r [ , K I r.e [ h n. f e Bridge h or A, length
e Approach h ni vt
CStr l' Lois it a 1 1,7., Oars !FS snalf have: la Ian to and Car 'a
9 9 1 -7 BJrs 4F3 m -. n n
I , I anp.n tnmrn tF narI tes. + g ti
. a - -' (!I-5'7 15oe -Note al ^'
Fa -i 4 0 R•3' D, c
D. (tW r'llmael of aar5 sliu'f!n in pdrL'IIU,HSCs I5 far Barr 4f4 tYlretl PraC5ra1 " i'
m I 3-A' ftnrs 4F4 •r •> (6J
Ill • (O - I -cu curb.
i to Bridge Doc m'App nailing thir fin. , is at LOSS
IfA• n it.-1 Mncrefe 'n w • ,
. • e0 - - [urD end❑ra Bridge PGArncu:b.Slat,'!hi[mess itl 5•Ihr v. 2' i-a_. 2'-T'- T_T' -3_T FSz: 4 4 6"-T"r c
W g lle s ✓ r f 1q. - _ 11 8afs 4F5 � �
I F I I Z
tD �� c. Op Splices Far Bars 4F 1. 4F2 F'4F3 _half -0e A mlmmum of I' ,' BAR 4H fe 4 B G•O _
. x � h 1La 5 !ices for: fsarS. 4F,t s.4 D . _ 4 BARS 4F! 4F2 4F3 4_
- - _ _ - _ _ _ _ _ J L_ _ - . _ _ _ _ _ _ _ _ _ _ _ J W c`'.- - - - - - - - - - - - - J P n F5 she he minimum of I R. r 4 & 4r5 - ^� H 4 2 13-fi'
d Bars 471 and 4f2 are nor f bars t i an Panache thickness wis als t/inn 6'•0^ i1 4 B 4-B• d
00 • l'--3L�4 Field trial Nm9ht °t bars t° nenfnta(d rave_ tvha'n Pedestal
,a• - thf[lness is tots. than 2'•0', field trim length: of Bars 4l1 on RCtah, air r 3-1• Bars 4J/ 2 '.'. 4 2 4'-
'. Oy O� !'fall Coping to arafdtaln cover,
•. 0 q. O. - 2' c I n,rs Jl` 1 I D' rt
W N ` ' -' -� - - BAR 4G: BA 11see Reinforcing steel (late a S b
''• r� e. All bar (finensions'in Phil hooding diagrams are out to out. RS 4I7 6 4I2
- - e d' ,h _ •- .. 'T 3t"' LIGHT POLE PEDESTAL NOTE01
S i, aN[HDR agLT a65rcn:
m z5 C STREET z5 0
O• 9 O n - ..' 1. Concrete 1MReinforcing '-r '. _ y tJ
Oa., + !� s� - . < C to , 51rr1 mqul ed far .l a mrtsburlran of the `: Anchor Rolf design is based on fbc Sl.tlm,tttl Rnamt a,. A undtum Upnf Po/e
O 9 9
I o 60 0 R. W. ASPHALT ,tee _ Pddesta/shdb meet the some ,m mrerleis attache Traffic Aalltn: ur corLN n Cas I See ould I x No:47575 hod the (atlorm :dose n llniltaBnnr
FeCestfran of le R3rhn. i..Pedestal..l l a ... g q
I rye g file s attached m. Loan rave 2: Sae Tabte'S ]1
0 ♦ .,O• -r-�,O .4+ Load CasX P 15C mnh Resign Wird Speed, t5 arm tenfrh, 50' Design
6. -
o f' o ."
00 p _ _ ., 00 1 W 2. L7 (rt PnlC Pcdes.af ma ae useA ulth the fofiagn , Aour,.r d I v br. Oldie a dvrl. heft at'nhrnC nn,drnr=
_L -�_ � „- _ _ 1� .+0' O 1'-1 : D Loll hole rfrcle '. index
Na. 42D�- ftafAdlfatlia fl2'T Sbaue). ground,or : '1LYL'':
♦� l bq 4['qy O� 01 index No. d21"-Trnfhc Failing l42'Verfmaf Shaper .
4 -(Ddit OLa,F )d.") E-. _ I°bCR ffo. •123 =. Traffi[: Bailin . i2'Vertiwl.Sha a ^r. I ° Ca 1 '" 0 o d •.
EXIST. 4• WATERLINE a I o I �`• ^�'' _ g f a ). Anch-. Rot Otam.tef.. i. B.ft ad se ). l Y ft a Case -)
W W y.1�-�.�w w w �r �O Hies. equaVI SPe,ed Index no. 42d - Traffic : Aniling fCorcnl Shane), `Anchor Gains: dST7d-f1354.Grode 55,
'X X m' O' P FND. 1/ I.R. _ �- -'� r 2'Indor No, 42S -T a tic Railing IQ' S1 s-1 d A Mil+ X
spp ,� r f I ! q (_ F races). - vu. , I STf SGo G • Ic':L Heavy -Hex.
i FND. t/2• I.R. D pp index N». 8z0 Pedrstrlani3lcT[fC Boiling. asnrrr>iSrAr Ft;G TIPo 1,
-1I1.. Index NP. $21 - Alurlin.ml Pedrsrrmn/8i[(cle 6rdfet Railing for AImhsr Pfare:'Asm Alps, (Grade 36) or-ASTs: A76.
( B I � TP t7. " Traffic Aa fn9 (32F 5lapa,. o ,Vf Nu•s. Ralts and Unsl es shall be gJAanl<ed CY AST,. f1320
ANCHOR PLATE DETAIL . index No. 5210-Traffic Rainnp /sound Harrier (Driftpol.
..,l.N . IX-0 HOPE nPE, 95 0 0.755 _ Unless Otherwise noted Traffic Rallm 32- F Sira,r is shown in > 7h? [ontrncior Is. res are,Dla for ensuring the an:lror boa con`i uiHMP. rs
•. ••-- - FL tWE51T 13,U. TMN 16.65 :. 0 ( f l p. 0 g
4 :.
I f �`, $ -. Light f ola Vleivs add sections The Pedestal details for other Traffic Railings rompa.ible mob file NOWFull, base place, SubrJf ,rmhficar,ons of th^: anmror
. TG D.28 - b,6 gg[[ Q5 - ar Pedestrian/O:crcfC Rn,bnq ore srmllnr. bail design .he _n hworfor amoral.
S R. 12. - I - - 2tl.65/.47 Vllro- 5acen ? g P
- - - _ a `L f5ed Sllec. 619-6)
- - FL 1 85- - _ _. _ _. _ _ _ - - - (aUiltD (- J. The Petl^seal a d b h• ': {�I�" - - n irk ale des! nod 4o Id5is1. f t /a(lorrin t7orhrl 5. A.^. N01' 8 I carolled oh ma
Froze (L Rase g g e t a is rw51 to s _ a
, - - Pip;° (Cerei) loads Axial aad aasLoa from fAa tight Pote applied eL Hie top °.` ttre Pedestal:
I 10 U.E Wo!and Load _ 4LSO0.E kip Ai 6. Fur Yts' See putt V r, duct Cretan
Sheets'
ets' fiftt g artl .itljncent Reinforcing Steel
I I -'Wind Lontl Romrnt atone Transverse Axis -..' 40b0 i -F .- � • i n t p A : : ONlds, sec Uhb[; Conduit Da. atl s cat.....
- _..w CC/'leml LaaA7aomaHaCnor Lan itridinal Ms e[QA30 li-fl
l ei elir: Na! E'+ g p
N mainland F one L abn t Larg [udinat A.rJs... ).6- Al ft, 7. PA ri be i .tu fast of e f l 5 rice Ar,Light
i or Foist Tx, koshers and b rho. Plstes
.. - .+Jxrn:um sna1: e'J.3G kip _nail DC ,n:ludatl in the fill Price for LigbFPOres, The rP.1t of all Labor, Concrete
I a s on a or t Pole Ave - 3.5E U/ FL and Fo nfcrnr n Stool required for theConstructionrtcP the Pedestals: Pull Goxort
- _ _ _.. - _ - - _ - TP i7.0 TP ,7.10 TP t7.20 _ Gmmfetq Pedcslal .. - .. and !<rsceiianeaas Harnn:.re're aired (oe the <°m tetirirt of fha Electrical s•ste.•r
\- - - - - q n
- \ -
... - urn w a S .ca,'Sfa.ed
.. .. ... .. .. f � L hat ..i 7 . 'r f r 7_.. (fi i' P i i l 117.0J
.. .,, s f D- rt[ uded In th_ UiA 1 ice u L e Trn c Ito 4np or d ,r . 4 .. .. d e r • r_ •r • foo fullinai YI tlTP1310 g( iY I t 20 -0 31 0 51 Prolile Grade an.
r,Anchor B& 5 Saa
1cottoln of
I� An:her PlatePROP. 10,0001 SF / Andw Plate
// a DETAIL wAnBUILDING[ OSS' F R A.
A fE E fF..
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LIJ N n e narnnu wive - I I
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G7
7 ABLE I -:DESIGN LIMITATIONS. FOR
ANCHOR BOLTS ILOAD CASE I)
❑11110
SPEED
(i1PH1
'ARM
LENGTH
Tot,)
BRIDGE DECK HEIGHT LFLP
DESIGN MOUNTING HEIGHT
40 Ft.'.'. - 45 FL 1 50 Ft.
S
130
B & d0
75
7507513U
12'
75
15
75
5
j75130
ISO
10'
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12
IS '.5
150
t5
75
30
Ratting, file P dastaf is attached to.
ESTIMATED LIGHT POLE PEDESTAt QUANTITIES
-. PER LIGHT POLE PEDESTAL
ITEM
UNIT
QUANTITY
Concret° Per
Pedestal ThBYness
(ytln.
DQ4D
Rer+lurciro Steel
1➢
1 1
flB
IgS 2
(Irre Avitforcln4 Steel quantity shoere in parenthesis is for a Pedestal
a •atlred to Pedasrrrdnl0, )[la Baiting - Index No. 82p with Bridge
De;t or Approach Slab-CAhmer than P-t;S^, Add 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
MMIN)
26.70
0.00
(5-YEAR)
4.23
-
1000-YEAR)
6.82
0.00
C
0.90
Q (5-YEAR)
9.28
Q 000-YEAR)
14.98
C r' 1fr D
16
- - - - - - - - - - -
9 PHASE II OFFICES BUILDING % +TP 16.6 TP 16.60 C A L C U L A T 10 N S 03
/I HIGH FF = 1 7.20' SCALE. NONE
/ POINT I I j
� EXISTING FENCE
TO REMAIN IP
A TO PROP. CATCH BASIN
e n.1a rc I ( n.,o O
16.60 TP 16.60$ DETENTION NOTE:
PROPOSED CURB I I PROPOSED CURB TRAFFIC DUTY
- - - -, EXTENDS 40 - -'- - EXTENDS 40 - -
NORTH OF SOUTH - - - - - - - 4 NORTH OF SOUTH FL = 13.14 (,W)
PROPERTY LINE \\ PAVING SURFACE To BE PROPERTY uNE DETENTION NOT REQUIRED DUE TO EXISTING SITE
- FL WORTH)lUC o� I a ...RECLAIMED EXIS77NG MATERIAL d' o ecA - -
,� g. I WITH 2 ASPHALT COVER 95% IMPERVIOUS. NO NET FILL WILL BE INTRODUCED
_ TP,5:20 e e 4 I` P16.25 ,9 ti3 B PROP. JUNCTION BOX
--- _ � O ONTO THE SITE OR INTO THE FLOODPLAIN.
/ S 6056'4 A W 266.0' ,� TRAFFIC DUTY
PROPOSED 5 CONC. SLOPE.. � ,�
PgVING 24' TO EI E / ! PROPOSED CURB
SIDE OF OUTFALETm R f / " I XTENDS FIND. t/2 I.R. FL 12.85 (E & S) FENCE NOTE.
PIPE ENTIRE
f PROPOSED 18 TYPE A INLET SOUTH PROPERTY
EXISTING PERIMETER FENCE TO REMAIN UNLESS
OUTFACE = 9.80 ; i FL = 9.89 0(SW) LINE C 73 PROP. CATCH BASIN OTHERWISE NOTED ON PLANS. ANY CHANGES TO
PROPOSED 18" CORRUGATED O THE FENCE WILL BE
STREET TRAFFIC DUTY PERMITTED SEPARATELY.
.METAL PIPE, 30' 00.25% (EXIST. DRAINAGE OUTFACE)
FL = 12.32 (E OC N) SIGN NOTE:
10.32 (S) ANY PROPOSED SIGN TO BE BY SEPARATED PERMIT.
- - - - -- - - - �p PROP. CATCH BASIN PAVING NOTE:
TRAFFIC DUTY SITE TO UTILIZE EXISTING IMPERVIOUS COVER AS BASE
_ _ - _ _ _, FL = 12.61 (W) COURSE. TOP COURSE TO BE 2' ASPHALT.
(
�E PROP. STORM WATER INLET
_- _ - - _ _ I TRAFFIC DUTY
I _
- I
DRAINAGE PLAN
SCALE: 1' = 30' 02 NOTES O
SCALE: NO
a
�r%rs
- planning - design - execution -
P O ll3 o x A 7 9
t-a P.e a^ Toxaa 776'7=
081°alFano (281) 887-9820 0e11: (713) 409-7760
www.projectdesignpartners.com
PROJECT NUMBER
PROJECT TITLE
1 II`
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... .......... ..... ... r,
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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
SCOPE OF THE DOCUMENT
THIS DRAWING INDICATES THE GENERAL SCOPE OF THE
PROJECT IN TE(d1S 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 00 NOT NECESSARILY INDICATE OR DESCRIBE ALL
WOM REWIRED FOR FULL PERFORMANCE
C EENS. OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. ION
THE BASIS OF THE GENERAL SCOPE INDICATED OR,
DESCRIBED, THE CONTRACTOR SHALL FURNISH ALL ITEMS
REQUIRED 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 Prrdm:tOcrtnPat'nrs AND IS NOT TO BE USED, IN
WHOLE OR IN PART, WITHOUT THE WRITTEN AUTHORUATION OF
ProJcct l7c37c7n Par^tncr�
WWARN ■ N
IFTHIS BAR DOES NOTMEASURE I' THEN DRAWING IS
NOT TO SCALE
DRAWN BY:.
DPL/NEV
CHECKED BY:
DATE '
07/16/2012
SHEET TITLE "
DRAINAGE
PLAN
DRAWING NIHBER
SHEETNO. A.
C1.2
u
a