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LEGEND AGE STORM DRAIN AND DETENTION.
TOS TOP Of SIDEWALK (ELEVATION NOTED)
.. - TOO TOP OF CURBING (ELEVATION NOTED)
TOP TOP OF PAVEMENT (ELEVATION NOTED)
TG TOP OF GRATE ATE (ELEVATION NOTED) -
FL FLOW LINE (DIRECTION & ELEV NOTED)•.. I. DEVELOPMENT:
SURFACE FLOW DIRECTION -
PIPE FLOW DIRECTION TOTAL DEVELOPMENT = 66,500 SF.
- .. FF FINISH FLOOR ELEVATION i >
o CATCH BASIN AND IDENTIFICATION NEW IMPERVIOUS AREA = 57,950 SF.
J maG; aDp aFnRa, rsiu NBw BIIRI,IBIIEr1RG1#;1B1R1 LANDSCAPE/PERVIOUS AREA = 8,550 SF.
JESUS S. YANEZ I -
- Qb77 VEST MAIN ST) AAi,.UftY FERNANDEZ -
HCAD. "024 091 023 0009 '. - (1503 t'inST MAIN ST) - -
IMCAD -OZ4 091 023 0001 -
LOTS 5-10 LOTS 1-4.
6
O� i 106 ^O y
njh GR I �Q ro
C6•
I
fro.
_ �- -- �- -- -- --PL- 1- -- -- - PL-- -- 16 - -- _ fro. PP Ifro• MH
a
-•--."'11�.--.- 1 7/ TOP 16.4 - - -
, TOP i.e(4 `
TOC 17.2 ��/,1,�j i' Te 16.7 �G
i fib} \ - ✓'- --- 2
L5
\ \ Lor 1T LOT 30($OUTH)J3.45_oiLi 0 BASIN p I..,, ��•; I �1
j \ zTf,
105 S 14TH STREET / iiC �O�0ti6�t0PROPOSED ��16TWO-STORY MTL6 �p roc 16 7 PROPOSED / G 1.15 OFFICE BUILDING \ T sn.3
I roPts.a CATCH \\ FL (ESE) 13.55 \ 90' X 60' (5,400 SF) \ TOS1712 / -----._-.-- y•
BASIN \ (TOTAL 10,800 SF) \ I I \ r0P16.4 I
OHO i ' ' \ FF=17.4 rop ,s.7 // I 1 \ Toc ts7 l 7r,I
\ i_0T 12 LOT:23 \ ''
A`- - --
1 ��•\ �\\\\ EMEN
L. TOTAL DETENTION REQUIRED:
TOTAL DETENTION = 57,950 SF X .45 = 26,078 CF.
3. DETENTION PROVIDED:
(18" HDPE PIPE = 1,355 CF).
(SURFACE DETENTION = 26,419 CF).
TOTAL DETENTION = 27,774 CF.
4. 6" RESTRICTOR LOCATED AT CB 'M'.
5. BFE 17.0'
6. CATCH BASIN - TRAFFIC DUTY CAST IRON GRATE PARK
ENVIRONMENTAL, 888-611-PARK, MODEL CB24,
- OR EQUIVALENT
_T1 S47:3/ 0 i \ 1
Ia
j ' os 7.2 $ z°Ps7---T4C_L6.7i 3
__�� S
NL. / / \ / I \ / Ii JkiO its \ --_- @ 1 i ----- / e I. '[TOP76.4 L.OT 13 / ( L T 26 / a'L Vf \ i i
TOPI6.7 / \ /� I \\ c 17.2 for \- `F'i i / C"I �O
L h
1 roP 0.4 j \ / TG 16.15 I \ \i i / TOC 16.7 W
\ - - I \ / TOP 16.7 \ I I / ' 1
FL (WEST)13.5 I rROPosEo\ TG 16.15 ToS17.z ___ \ TOP1s.4 „;a.j / �p
L roc 1 .7 / 61 FL (SOUTH) I3.5 / FL (SOUTH) I3.5 -- PaoPosEo e z e 0 • n "
\ / CATCH \ /� \ _ \ /'� 1'
1(7. C TDPi .4 ` -}- / .LOT 14 I LOT 27 BASIN C / cATc
/ I -_ BA.' - _FL (N.ORTH)_13.4
/ roP1s.7 ( Tow .7 �. FL (SOUTH)13.4 1 w r
.PROP O ,'S/. roP 16.7 ) ¢
\\\\`?ll, \ to V
1
E/ I I \\ 2-Y PVCoPt6 I o>
PIL j j / 1 i \\ I i i \\ / 11 \UTILITY SLEEVES I a in o
LLI j roc 16.7 / PROPOSED SHOP
i �v1 / ONE-STORY MTL %/ �i i or ai i \ TOP 1s.�
�- 1 / 1 I \' I L(f 26 I�I TOS17.2
BUILDING :pl_I Pisa 4+At
/ 50' X 80 (4,000 SF) \\ I / �scis. i ��
Li I / FF=17.2 / / si i \ / �i i Toc 17 / 4TI i I i �' y°3
y..l [- ---7gPSG,7- - - _ - a i i ss.7---_ _7 �. �' (('_� I ,\rp•
j p30J j \ i i FS1 1 \ ifeill TOC 16 L > r�
I / �' / \ V I / I \ V i I / TOP 16.7 TON 6.7 / I
�'j'
� / \ $ i I 06 - 6�
�5� ! j j \ `F' NO LOT I c� is
I- --- -- \ -- / I '
.l�" F7-I-------- )
_ TOC 17.2 \\11 f / / Toc 16.7�
d ( roc 1s7 / / TOP16.7 \\ i i // TG 16.I5 ( \ i i / yT \ =i i / TG 16.15T0p164 ,1
j / \ I' / FL (NORTH) 13. 5 / o
CATCH BASIN AREAS
NAME
AREA
DEPTH
DETENTION
A
7,030 SF
.55'
2,612 CF
B
3,880 SF
.55'
2,803 CF
C
3,824 SF
.55,
1,857 CF
D
4,022 SF
.55'
2,100 CF
E
4,665 SF
.55'
2,206 CF
F
5,559 SF
.55'
2,531 CF
G
3,820 SF
.55'
2,142 CF
H
3,564 SF
.55'
1,978 CF
1
4,211 SF
.55'
2,224 CF
2,194 SF
.55'
1,742 CF
K
2,281 SF
.55,
1,207 CF
L
3,487 SF
55'
1,178 CF
TOTAL SURFACE DETENTION
26,696 CF
7. CUT FILL QUANTITIES TO BE +175 CU. YD.
8. EXTREME EVENT RELEASE TO BE AT DRIVEWAY
ACCESS POINTS AND 1S 16.9
ZONED:
GENERAL COMMERCIAL (GC)
OWNERS:
DURCO, LTD
225 SOUTH 16TH STREET
LA PORTE, TX 77571
DETENTION NOTES SCALE:N.T:S. 04
I FL (SCUTH)13. 5 PROPOSED \ i i / TG 16.15 \ I I / FL (NORTH)13.35 w ^� PROPOSED
\ 1 1 / CATCH \ TOP 76.7 \ 1 I I !�
6. BASIN BASIN " FL I'm )13.4 / -FL{SOUTH) 13:35 i
( > > 1 FL(SOUTH)134 roPls.a 21 .> ;�
IJ� \\ // TOP, .7 ) T
'L \ / I \ LOT 77 LOT 24 PROPOSED TOC 76.7 / / \ H I / 1 ; \ CATCH 5(f,1 ,
------- - - - /- _ `^`'f+l-- ------.------...-./---1'____\_ BASIN -eaFL ' i v11�
--.---
\ / TOP16.7 / \ I / \rOC 17.2 ,T 1cgqt., / 11. - -\ �,,al 1. 1
TOP 76.7- TOPifi.4
\R\ ros17.2 1 I '� 6$ �:• &8 � �i �..5 �� i�
PROPOSED \ sC) / TG 16.15 / �11 \ / �r i I \\ // ai 1 �is.a r.«'� (n CATCH \ I / FL (ESE) 1 / ,1 I \EEC 11
00 I BASIN ® I / / i \ \ \ / / °� 1 1 UTILITY SLEEVES i I w r �;
^6 I \\\\\\/ 1 ----= 1 Tows: --11 �h' LGT t6 \ 1 / LOT 23 m i i TOP �6. L _ ��---To2763 --- TOE: C�J ¢
G�. W__-----1-
/ - - 71� - _ - - - ^�-1-C�-1`°7BP-16r7_-=
a. zo O
TOP�_6.Z� iOP-16:�- CIS
asl 1 I w „
I 1 a OC �1'7.2 o.l t / TOP76.4�!-
1// I roP, .7 \\ i i TOC 16.7 L l C�
TG 16.1 LOT zz I I CO
I I> > / 5 1 \ T B„ / TG 16.)5 I , i I /_
J%-FL-(WEST)13.4-1r--FL-(WEST)13i35- PROPOSED
1 PROPOSED \ , FL (NORTH)13.41 PROPOSED i ' / FL (NORTH)13.3 0$�,7.2 CATCH flb I 1
/ \ CATCH 1�1 / CATCH \ I�i / MOP ,6.7 BASIN 4). _ O -
/ ----1__: - BASIN -- FL (EAST) I -- -----BASIN -- ____. __F_L_(_E_A_ST_)_I_3.3_5 __ ___________ ^` -
��
I oc t .7 T - PIPE SECTION J, 7B'0 HDPE PIPE, 57 -\-\` PIPE SECTION'K� 8'P HDPE PIPE, 84r ,!?f3EC '�8� fe7 f
_ _ ND' • `.
.. T 16. - -•-� T Pi a�.••i 1� _ "'-i• T P 6.4�'•••.� - / Aqy +£y' '� 6.. rp
PIL / / \ \ZO Zz glL
LOT 20 LOT 21 -f' 0516. j / \ '16.7 IYS.i, t'1tf � t'Lt 5 _ -
.-----•-----•--. I Pi .4 1
Off.--�_.--._-. -.. � �"r�
0� `6 Nro. 3 `'
,'5 �`�• TG 16.15 EXISTING FIRE HYDRANT�_�j B
�O FL (WEST)13.3(J j
`.• l� ! f FL (NORTH)13.3
j�j �,7 � ! ,y �j1 D �1 �T �T
�Y G �7 A S 1 1 b L li 1 FL (EAST SOUTHEAST)13.3 1
W(6' RESTRICTOR I O
(UNDEVELOPED 60' R.O.W.)
ro
1
6
NOTE,
I - CONTRACTOR TO FIELD VERIFY ALL CONDITIONS OF
- EXISTING ELEVATION I :•! .,�� WORK PRIOR TO COMMITMENT OF WORK.
PIPE SECTIONS SCHEDULE
NAME
LENGTH
DIAMETER
MATERIAL
DETENTION
A
74'
188
HOPE
13 CCF
B
76
IV
HDPE
134 CF
C
64'
180
HOPE
113 CF
D
64'
18"
HDPE
113 CF
E
64'
180
HDPE
113 CF
F
69'
18a
HDPE
122 CF
G
64'
1811
HDPE
113 CF
H
64'
180
HDPE
113 CF
1
64'
180
HDPE
113 CF
U
57'
18"
HOPE
101 CF
K
64'
18°
HDPE
113 CF
L
42'
12"
RCP
-0- CF
TOTAL PIPE DETENTION
1,279 CF
�l
SCALE: NONE 01
1
Adr%rs
planning - design - execution'
P B o x 8 7
La POKa. Taxaa 77672
Otfloe/Fex: (2Di) 881-D820 Cell: (713) 40D-nW
www. projectdesignpartners.com
PROJECT NUMBER
PROJECT TITLE
W
W
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O
TT Q�
O y 0
U F-- o
0L
TWO
ry D-
Q- vJ <
L /
0
PRQ ESSION& SEAL
P OF�
S-I6�o/2
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
,
2
4
SCOPE OF THE DOCUMENT
THIS DRAWING INDICATES THE GENERAL SCOPE OF THE
PROJECT IN TEAKS OF ARCHITECTIRiAI. 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 FLU PERFORMANCE AND COMPLETION
OF THE RIENTS OF THE CONTRACT DOCaEON
THE BASIS IB OF AF THE GENERAL SLOPE INDICATEDD OR
DESCRIBED, THE CONTRACTOR SHALL FURNISH ALL ITEMS
REQUIRED FOR THE PROPER E7•ECUTION 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 AND IS NOT TO BE USED, IN
WHOLE OR IN PART, WITHOUT THE WRITTEN AUfNOREATION OF
f��oJect C%C3/cFn f �rt»crs
waRN0Ncw�
IF THIS BAR DDES NOT MEASURE I' THEN DRANNO IS
NOT TO S6AL�
DRAWN BY:
DPL/NEV
CHECKED BY:
GATE
04/ !8/2012
SHEET TITLE
DRAINAGE
PLAN
W/ DETAILS
27
DRAWING NUMBER
SHEET NO. m
C1.2
M
0
w
e_