HomeMy WebLinkAboutSD.2_STORM DRAIN (PRIVATE) - AREAS 4 & 5 8W- 8W --. IN \
8W 8W 8W 8W SW / 1-2
W. ORCHARD PARK DR. \\
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N:24509 .397 Keyed Notes O
E: 2450979.3977
N: 727252.2829 / /
SDMH-4A E: 2450900.8314 8"X 6"TEE
RIM EL: 2576.83- - - - - - 6"IE:257382 _ - J - - - 8"X 6" RED(E&W)
-- N: 727244.6619--- -_-__ - .- -6"IE: 2573.03 -- - - _ ---- --_-- ' _ ----- / 1. 48" DIA. CONCRETE STORM DRAIN CATCH MANHOLE PER ACHD
E: 2450863.2992 ---2-5,77- - 8"IE: 2573.03 �� - --=�---� --- - -- �6 STANDARD SUPPLEMENTAL DRAWING SD-611 (SEE SDA).
N: 727250.1922
12" IE IN: 2570.09(S) -- - -_ - -- E: 727250.1922 = 2. 1000 GAL SAND AND GREASE TRAP PER CURRENT ACHD STORM WATER
18"ADS IE OUT:2570.09(W) 7 (SEE -_
=-- --- FG:2576.68 - IF_ m _ _ - - - ) - o
-- - 78.57 LF 6"SDR 35 PVC 1.0% __- v I --__- _ _ - - - - o - 7 - 574� j // 3. SEEPAGE BIED PER CURRENT ACHD STO M WATER DESIGN GU EDLINES
6"IE: 2
04 LF
- - 6 -Id 5 d - T - -T_- - - - - - o--- --- - I
6SD761
S I�
6SD 6SD - -
DR 35 PVC @ 1 59/ I d- � � /
1 6T 6SD 6SD - - , ORNER MARKERS a o- 11 $ - - - - o I ARE NOT REQU RED OR PRVATE EEPAIGE/BEDS.Cuo -o/..........25-2 ti N N O8 I \\ I 4. GROUND WATER OBSERVATION WELL PER ACHD SUPPLEMENTAL^ ............... I I \ I DRAWINGS SD-627 (SHEETS 1 &2) - (SEE SHEET SDA). LOCATE a = a
�• I 57.00' 27.20 LF 12 SD 5 PV @ 0 80/2i 2s-2 \ 30-2 31 2 2 CURRENT ACHD -
R3 C
o 578...
- - -
- 1I
• I I MONITORING WELLS IN ACCORDANCE WITH C � U �Ta N Q
- 1 32-2 I 33-2
I I I 4 0 ...` I ��I _ - -
'�' I STORMWATER GUIDELINES BMP #4 SHEET 2 Q � ao
3 I I 1 I I
' SG#4 c�
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1000 GAL S&G TRAP a 1...........'........ \ 5. BETWEEN STRUCTURE _SOLID WALL 18" DIA ADS N12 DUAL WALL PIPE BETW Q � o a N;
SEEPAGE BED#4 I _ AND 5-FEET INTO SEEPAGE BED (NON-PERORATED). = N H o a E o
12" IE IN: 2571.49 1 .......................L_...... I \ °
a=
I 24-2 2 TOP OF LOWER BAFFLE EL:2571.34 1 I 1 I 6. CAP END. a T o }
I
12" IE OUT: 2570.23(N) < ° d°e ° a 7. STANDARD 8" TRAFFIC RATED CLEANOUT PER ISPWC SD-506 (SEE SHEET
M M o� a M M a �RIM: 2577\ cno SD.5).
8
6�. 1 8W 8 8. V 8W 8W W 8W 8W 8. STORM DRAIN SERVICE SEE 3ISD.3
�.. RIM:2577.14
0
•
8W � � � ( )•
...... - W. DIRECTOR LN. (PRIVATE) 9. STANDARD SERVICE MARKER PER ISPWC SD 512.
2s \ 1
I 9.26 LF 12"SDR 35 PVC @ 0.50% - szc o 8 00 90° 8S 8S zc - 1 ` 10. 12"ADS N12 MANIFOLD.
94.35 LF 12"C 900 PVC 0.50/° 8S 8S / I
177.50 LF 12"SDR 35 PVC 1.14%
4 F ° SDMH-4B 2SD - 12SD II2
NE
M • I �� SD � I
'�� RIM EL:2577.18 1 SDMH-4C / SDMH-4D 1 o I CONTACT DKaLI
N: 727203.5726 RIM EL:2576.73 --- RIM EL:2578.18 - - - -- - -N- -- -- - - - ---- ----- SDMH-4E Notes 48-HOURS
E: 2450880.5100 R' i N: EL:2.10 7 N: 727193.0217 I I I RIM EL: 2577.88 \ BEFORE DIMING
E:2450978.7526 I I N: 727191.0165 / `a I 1-800-342-1585
12" IE IN:2571.64(S) I E:2450880.4054 N g"IE IN : 2572.69(N) I I I I I I _ 1. SEE SHEET THE PROJECT GEOTECHNICAL REPORT FOR EARTHWORK
/ 12" IE OUT: 2571.54(NW) 12"IE IN: 2571.77(E) E: 2451160.2435 REQUIREMENTS.
I 12" IE IN :2572.35(E) 12"IE OUT:2574.38 W I /
12"IE OUT: 2571.67(N) 12" IE OUT:2572.25(W) I ( ) I / 2. ALL PIPE FITTINGS INCLUDING BUT NOT LIMITED TO BENDS,
/ 5.46 LF 12"SDR 35 PVC @ 0.50% B I TEES AND REDUCERS ARE NOT CALLED OUT ON THE
TRANSITIONS, ,
/� Q° p 43-2 42-2 41-2 '" 4Q-2 39-2 38-2 I 37-2 36-2 35-2 / m
/ I I I PLANS AND ARE INCIDENTAL TO THE STORM DRAIN SYSTEM.
CONTRACTOR SHALL PROVIDE ALL FITTINGS INCLUDING BUT NOT U Lu
/ 22-2 00
LIMITED TO BENDS, TRANSITIONS, TEES, AND REDUCERS AS REQUIRED J Q
I I I I I I � I I �• TO COMPLETE THE STORM DRAIN SYSTEM. ALL FITTINGS AND PIPING J =
SHALL BE SDR 35 PVC UNLESS SPECIFICALLY NOTED TO BE C-900 PVC - z
---- -=-- ------- ---- -- - - A _ w 00
\ ---- - --- -- I FITTINGS JOINING C 900 PVC PIPE SHALL BE 900 PVC. _ -
/+ < - .. L i 3. ADJUST STRUCTURE FRAMES AND COVERS TO MATCH FINAL FINISHED Q L7 Z
_ _
- -
GRADE ELEVATIONS AND SLOPE. (SEE GRADING PLANS).
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:.
M M �
•,� M M M � °° ' °� ALL TRENCHING AND BACKFILL FOR STORM DRAIN CONSTRUCTION Q m �
e s ° SHALL MEET STRUCTURAL FILL SPECIFICATIONS AS PROVIDED IN THE < Z) Lu
PROJECT GEOTECHNICAL REPORT, AND THE CURRENT EDITION OF THE
ISPWC. Q �
N 5. PROVIDE CONCRETE COLLARS FOR ALL MANHOLES, AND CLEANOUTS Q Q
STORM DRAIN AREA 4 (PRIVATE) WITHIN PAVED LOCATIONS PER THE ISPWC. � F Q
6. TEMPORARY INLET PROTECTION SHALL BE PROVIDED AND MAINTAINED �
WITHIN ALL STORM DRAIN INLETS THROUGHOUT THE DURATION OF ~
U
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o zo 40 CONSTRUCTION. TEMPORARY INLET PROTECTION SHALL BE REMOVED z o
FEET UPON COMPLETION OF ALL LANDSCAPING, FINAL SITE CLEANUP AND o a
PARKING LOT SWEEPING.
�SS\OML ENG�
G\STE
I / W. ORCHARD PARK DR. �
3
7-5-23 �O
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a as as - as bs -has as - �. - - _ as as as as N: 727255.0427
�'Oss F SO
- ��=� _= as as ERG
N: 727257.6902 N: 727256.7434 / E:2450651.0414
_ _E: 2450411.4152 N: 727255.9419 8"X 6"TEE �
6"IE: 0411.41 ----- - E:2450497.1025 - - - - E: 2450569.6465 - -- - 8"X 6"RED E&W \ N: 727253.7893 ,
6 IE: 2570.60 -6"IE:2572.38 - - - ( ) E:2450764.4853
- - - - - was - - - - - - - - - - - -- `6"IE: 2571.57 - - - ,� -
--- - _-- _ - - - Da 6 IE• 257325 ,
- - - - ----- -8"IE: 2571.57 - - - - - - �
.. .. ..
- - -- - -- -- SEEPAGE BED#5 - -- - _
-- --�- --- - 7 -- V IR 85.69 LF 6"SDR 35 PVC @ 1.0/° 2575`- FG:2575.21 3
_ 7
----- -
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I
° - -34.00' - - - -__- -- "SDR35PVC@1.0% -- --- ----- ----- -..... 45LF6"SDR35PVC@1.5% - 7 1
F6r�57486- - - -
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- - -:--LSD- .,.�..-,. 6SD- I d I d I d6SD - -
6SD " 6SI�
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a 6SB 6SD
T.... ......... 6SD
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$ I 19.89 LF 6'SDR 35 PVC 1.0% tip°°`cn M I O N O ...2576................ . .. Y ._ O O N O I ,
\ @ I 6 ---� _� I SG#5 I I I
` I \ 4-2 1 5-2 7 6_2 I 1000 GAL S&G TRAP I I O
a 10
RIM: 2575.90 7-2 6"IE IN: 2570.04 W 9-2 1p-2 I 11 I I
4S9 5 ( ) 11-2 12-2 '
� 13-2 I.....:
` ............ ..........\\.. E: 2450496.8771 N � 135° .......II.....................I...... ..... TOP OF LOWER BAFFLE EL: 2569.29 > I 1 I \\ +
a a O
I 6.,IE: 2570.40 18 I .2568.04(N) � I 1 ...... >a
" E OUT: I rn ...............................
...............
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2578 tj 2577
a 2 co
•
22.98 LF 6"SDR 35 PVC @ 1.0% M . ° . s�
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' W<• 8 . a < zw
3
\ N: 727236.5975° 2% 8W °�' g 8
�8W
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26 29 LF 12 C-900 PVC @ 1 2 8W 8W - � � • . • •
.
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E:2450519.8578
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j 1 6"IE: 2570.17 W. DIRECTOR LN. (PRIVATE)
m < 12.58 LF 6"SDR 35 PVC @ 1.0% o�0 8S 8S Rc szc 8S �,o. 8 -90° -
1 w�
I 2-2 i '� 119.89 LF 12"SDR 35 PVC @ 0.50% S 120.91 LF 12"SDR 35 PVC @ 1.84% 8S 1 \ o
w 12SD 1 D 1 _ wz
SDMH-5A Ln
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D O
RIM EL: 2575.36 SDMH-5B SDMH-5C 1 0
w>
N: 727175.0035 1 RIM EL: 2576.04 --- -- -- - --- -- --N--- - No
�� N: 727198.0180 RIM EL: 2576.77� �I SDMH-5D �r
�. r----
E: 2450503.0894 ,��, ; I I N: 727196.6495 I RIM EL: 2576.38 �
1 6"IE IN: 2571.59(SW) � 1 E:2450526.5220 I
< ° • 0 I I I E: 2450650.4004 I I 2s N: 727195.2696 10
12" IE OUT: 2571.09(NE) 12" IE IN: 2569.96(E) 8"IE IN : 2570.99(N) I .. E: 2450775.3015 zz N
f1 12" IE IN: 2569.96(SW) 12"IE IN :2570.66(E) II 12"IE OUT: 2572.88(W)
17.73 LF 6 SDR 35 PVC 2.0/° O
@ ° 12" IE OUT: 2569.86(N) I II 12 IE OUT: 2570.56(W) I I Z W
- ---- ---- ----- -- --- 14- 15-2 2 17 2 ��
9 ro 2 I I
........ .... ......... ._ p �6- _ I -
18-2 I 19-2 20-2 21-2 wo
N: 727166.2011 -- 28.87 LF 12"C-900 PVC @ 3.91% I I I II I I I III I I I y aY u
E: 2�450485.4342 I I I Q °z g 3
6 IE: 2571.94
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STORM DRAIN - AREA 5 (PRIVATE) JOB NUMBER:
0 20 40 IDB2355 m
FEET Q DATE: 6-9-23
SHEET NUMBER:
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