HomeMy WebLinkAbout09 c410 stormwater detention plan.pdf12
�12
�
LINE UNDERGROUND STORAGE AREA
WITH NON—WOVEN GEO—TEXTILE FRABIC
LINER (iYPICAL PROPEX 315 ST)
OF PERVIOUS ASPHALT
STORM DURATION:
2 YEAR STORM
10 YEAR STORM
100 YEAR STORM
2 r�� i i
1 � i
EX. �N� i i �
� i i
i i
i i
i i
�V' � i i
,���r �` � ; ; ,
,� il; ' ���'
� ' T
� � �� � �
� � ' �
/ �
�
�� —�'� �� � , i � � CONCRETE EDGE
� � =' � �
� � ,,— �
\ � ; �
��
\ V �� ��� �
� � �`�� � Ex aEEHivE w�Er CONCRTETE �
� _���� TC=898.09 � ���
� � �� INV. 15'RCP S=896 54
� U
TOP OF STORAGE AREA: 898.30
12
. ��� .� �Z�
CROSS SECTION "A"—"A"
TYPICAL STORMWATER DEfENTION AREA SECTION
S�A�E ,��— s.o�
DESIGNED OUTFALL
896.14
896.58
897.68
e° ourFn��
595.75
896-01 ���
896.41 � � ��
� � ���
� \ ��
� � ���
V � VA
\ \ \\\
� � ��
� � ���
\ \ \\\
� � ���
� � ��
� � ���
V � \\\
����
\ \ \\\
� � � ���
THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN\SPECIF
THE Cltt OF CARMEL ON THE RNAL APPROVED CONSTRUCTION PLA�VS. D
DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCE\S OR
AND WILL REQUIRE PRIOR RELD APPROVAL FROM A DESIGNATED REPRESE
ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER AIJ EX
SHALL BE INCLUDED AS A REQUIREMENT ON AS—BUILT / RECORD DRr@WII
PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIRED AS GE
OR LESS OR 10 FPS OR GREATER (AT FULL FLOW CAPACITY) SHALL R C
TIME OF CONSTRUCTION, PRIOR TO BACKRLLING THE PIPE THE CONTR4 �
SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIP
APPROVED BY THE CITY OF CARMEL-
� � �� INV. 12 RCP E=896.54
� �\
�\
� � V�
� � ��
� � AA �
� �V�
�� TC=g98 q� RATE WLET �`� �
� V ���� �� INV. SE 24" RCP=893.90 ��
� ��� � � INV. NE 24° RCP=894.00 ���
� \�
�/� �� �\ ��
�Y � �� ��V ���
� ��
V � �� \ � ��
�� EX INV. 15" RCP=896.50 ��
VA
� � �� VA
� � � V� " 1'
�I \ � � \� �� � 5
���� �� � ��� ��A � �p��
� �� VA
�� A � � � A�
�
� V �
� � � � � � A �� U
�
� � �
\ \ \� �5 � 6 °0 f � 6^ Ljic.a ��
� � � ti � ���
� \ � 0
' ' ` ��
\V � `� � /'� � � � ���
\ � � ��
\\ �� � � ��� � �� � ��
\V � ` � ` � pa``. , `
��� �
� � � pe�t. a. �
\ ���
� ��� �\ str.i �
��
� � � �� �' � � � 6. par � � �A
Z �� � � � G � ��� � � �i a
� � � ��� �� � 86 P�� 5t(� VA
9
�/ �� �-o0 8 �� � � sr� �A
// � � � � � g9� � �
�� � � � � � � � s�Y � � \
�0 A\ �� ` � `� y y �� s Peh N �'o. �
'�� O -CA � ° ��
� l �� �
�O \\ � \ q�� p � �
� � � \ SZY_� f� '�A .�0�'� �� / M
�� ��� � � � � ��� � � P� .� ��
'S ! \
N A \
�
� A V � " y � �
°� �� � � A ��� � � 6 ,
� O �
� � �� � � � O_\
� �\\ � �� � ������` �A� � �' :
� �� �
�� � -O % (� .0 ��
�� �� � � � ��� � 0
�\� \ � t � O ym
O
� � � �
V � O � � �
�FROM�RO�ED�pROVED �� � �� �
� a a
rr �uRwc coNSlRUCrioN \ � V � � � � ���,�
OF THE CIiY OF CARMEL IN � � � �� e
V OF ANY SUCH DEVIATION ste�
�ITTED FOR RELEASE OF �� � � � �" N �
e ve�ocines oF 2.s FPS \V A� � �
i�r cERnFicnrioN nT 1HE \
� /
/ � � �
� � � �
i� � �
��
.�
� —;:.' � s�` °
�
� 1/
/'
���
� � �
/ / / / / i
R
� ��N�9a1�6
�
R �
i R� ��� So�R E�' i
�
F�N`s" � '
��
� � ���
o�
— � �
������P��— �'
��� �� �
a'g i i
� �
f �
\,�
U
��
��
��
�
�
�
�
s
o.
�
�.
1 0
� ��
�� �
i
��� CE�� g� �� i
� � S�R�P��EJ � 2gsa i
R��CP��'F OOR��86 i
F\N\SN PR�P_ / /
� �O�P/
,�
,
�
jORPGE
� �RM ���RB� � 40
i�? � ���K���Rp ��� ag8r�
Ug �QO ���RP�E
toP ,
�
S
�
O
0
��o_
�
�
,1
5�� �
i
i �
i
�
� �
�R`i$'�iN��ucreo ro ns—eui�r EacH V � � `� °e. � �u � i �
ICE WITH �E DESIGN PLANS AND AS �� � �A �� s�C? � II
� ��� "`
� �� �r� f s�r d I I
�� � � � a� S�Y. as,s'� II
� �� � � � ����' � pah- � �� `�i STORMWATER DETENTION PLAN
\ � \\� \V � � � �� n scn�E: i"= zo.a'
�� c �, �n � �i = — �
�� A ���� A\ \ \�� srr.k st�. �u //� ��\
\ \ \\\ \\ \\ \ � \ � � StY.I 11 /�/ \ \
� � �� � � � ��� V� �P � ��� � �� ��
� � �� �� � � � v� � ���/ �1 i I // � % � /j /
� � ��� �� � � � � i � �� �� �ii % � `ro� �
� �� ��� ���� ���� i j� � �n//% ���
�� —�--- �� �� � i
� � �� ��_ _ ° � �� j � ���� ��'� �� r�� Q
� � � �����
V A �A A � � ��� �i�� UT��Ii1�ISCWMER
� � �� � �� � ��� y.ISTING UNDERGROUND INSTALLATIONS SUCH AS WATER MAINS, GAS
/��� M,NINS, SEWERS, TELEPHONE LWES, AND BURIED STRUCTURES IN
�� �% p ��IGINITY OF THE WORK TO BE DONE HEREUNDER ARE INDICATED
� � II � � j� ��� �� ON THE DRAWING� 9NLY TO THE EXTENT SUCH INFORMATION HAS
�� \ /% �� � BE MADE AVAILABLE TO OR DISCOVERED BY THE SURVEYOR IN
� � � �� � EXPFdHWSRf�f�"fd�P.Y�P�,�N.B�. THERE IS NO GUARAMEE AS TO THE
� A /� ���� ACCURACY OR COMPLETENESS OF SUCH WFORMATION, AND ALL
� /j A /�` RESPONSIBILITY FOR ACCURACY AND COMPLETENE55 THERWF IS
� �� / �EX. INV. 15"RC��.�$�� DISCL4IMED.
Z
�
>
W
�
�
�
�
0
�
0
a`
v
a
�
�
a
n
N
a
3
0
0
E
VERSATILE
CONSTRUCTION
GROUP, LLC.
90 East imry Ibatl. Sul�e 610
PR ]R9S35J9 Pov_ ]O5�]53581
�
a
�
O � �
N � �
� � �
3 �
� � �
� � �
•N
�
No.: I Date:
�3039 9/30/�3
Drawn By Checked By: Scale:
�aw me r�= zo-o•
CAD RLE'.
G:\13039\c410 stormwaler detention plan.dw
��� A.gq
���s.e,�o
N o.
197003C
THIS DFAWING IS THE PROPERTY OF
VERSATILE CONSTRUCTION GROUP LLC
AND IS NOT TO BE USED FOR ANY
OTHER PURPOSE THAN THE PROJECT
DESCRIBED HEREM.
nnF
C410