SW6231002_Plansheet - SCM Detail_20240906 (2)

A B E
33a)� WET POND (SCM 7) GENERAL NOTES:
co
/ - _ - _ �✓ ; I I / / / r// / /\ 1. PRIOR TO OR DURING CONSTRUCTION,THE CONTRACTOR SHALL NOTIFY THE
ENGINEER OF ANY DISCREPANCIES IN THE PLANS OR SPECIFICATIONS.
345 / / 26 MH / //� 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL,
STATE(e.g.MINIMUM DESIGN CRITERIA),AND LOCAL STANDARDS AND 0
/\ \/ / I 1 SPECIFICATIONS,HEREBY INCORPORATED BY REFERENCE.
1�111 3. CONTRACTOR SHALL OBTAIN A COPY OF THE SITE GEOTECHNICAL REPORT.THE
REPORT AND ITS RECOMMENDATION SHALL BE PART OF THE STANDARDS AND fz (A
SPECIFICATIONS FOR CONSTRUCTION OF THE SCM.UPON COMPLETION OF V
CONSTRUCTION,CERTIFICATION OF THE SCM BY THE GEOTECHNICAL ENGINEER WILL U
BE REQUIRED PRIOR TO FINAL SCM ACCEPTANCE. (�
✓ /// / l // / N _ 4. THE GEOTECHNICAL ENGINEER SHALL EVALUATE SOILS FOR SUITABILITY OF DAM � 3 y
53/ y / / 33p /, _ / \ I BALLAST CONCRETE NOT SHOWN CONSTRUCTION AND SLOPE STABILITY. 3 L
5. PRIOR TO PLACEMENT OF EMBANKMENT FILL,THE GEOTECHNICAL ENGINEER WILL Lnn o
4"NRS GATE VALVE MANHOLE STEPS SUPERVISE THE FOUNDATION PREPARATION AND APPROVE THE DEPTH AND EXTENT N M
FLANGED,CAST IRON BODY @16"O.C.VERT. OF THE CUTOFF TRENCH. N U c)
(SEE NCDOT 840.66) Z c�
WITH STEM EXTENSION 6. THE DAM AND FOREBAY BERMS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE �o
715-\W _� J j L Y\ `� AND HANDWHEEL FOLLOWING SPECIFICATIONS UNLESS SUPERCEDED BY THE GEOTECHNICAL
01
3000 PSI REINFORCED CONCRETE COLLAR ENGINEERS RECOMMENDATIONS. U
/ FOREBAY(S) WITH 2-LAYERS#4 REBAR AROUND PIPE v
INVERT ELEV.324.0 _ _ 6 • BORROW MATERIALS FOR USE AS EMBANKMENT FILL SHALL BE FREE OF +�
\RIPRAP DISSIPATOR I I 25 MHi I / / / // 4"DIP SPOOL 12 (SEE DETAIL SHEET C9.06) ORGANICS,ROOTS AND OTHER WOODY VEGETATION OR ORGANIC DEBRIS. Q
NCDOT CLASS7 STONE \ J I / \ I / / \ (PE x FLANGED) • FILL MATERIALS SHALL CONSIST OF SOILS WHICH CLASSIFY AS SC,SM,CL,CL-CH
\ RIPRAP DISSIPATOR, (D50=14") \ I I` II I I / � ®�® L Fu L Q
\� NCDOT CLASS'1'STONE / o \ MIN LENTH -15' J I ( I \ 30" AND ML IN ACCORDANCE WITH THE UNIFIED CLASSIFICATION SYSTEM OR AS
APPROVED BY THE GEOTECHNICAL ENGINEER. Y
/ FOREBAY FILTER BERM I / 60"WEIR u i
J (D50=10") / \ MIN WIDTH(W1:W2)-9':18' I� n3 a)
\ �h, (SEE DETAIL SHEET C9.06) 32S I 42"RUBBER FILL MATERIALS SHALL HAVE A MAXIMUM PARTICLE SIZE OF 3 INCHES IN MEAN
/ MIN LENTH=8' 1 MIN DEPTH=3' I I / I / c
MIN WIDTH(W1:W2)=6':10' / M1;' � I � 1 � 1 � � � \ � / J / 0 60 OPEN END 4"PVC GASKETED DIAMETER. Ln as
MIN DEPTH 2' :�� \ 1 \ \ \ �^\ I \ ( I \ I / J / `' `/ / AT NORMAL POOL CLASS III RCP FILL SHALL BE PLACED IN 8 INCH(MAXIMUM)LOOSE LIFTS UNDER THE
4"SCHEDULE 80 PVC SPOOL 4"PVC SUPERVISION OF THE GEOTECHNICAL ENGINEER OR THEIR REPRESENTATIVE.FILL
(TYPICAL) CLEANOUT SHALL BE BROUGHT UP BY BENCHING INTO THE EXISTING SLOPE.A MAXIMUM
GABION WALL(S) r \ \ I11 r II \ \ HEIGHT OF 2 FEET SHALL BE USED FOR EACH BENCH LIFT TAKING CARE TO
HORIZ.EXTENSION: \ I I r 2.75"0 ORIFICE
I n I 12" 4'PVC TEE REMOVE ROOT STRUCTURES AS THE FILL PROCEEDS.THE SURFACE OF EACH LIFT
Is
FOREBAY FILTER BERM I � \ o N of I m EXISTING \ I DRILLED IN 4"CAP
M M WETLANDS SHALL BE SCARIFIED PRIOR TO PLACEMENT OF THE NEXT LIFT IN ORDER TO
TO CONTOUR 331.0 \ � � M\ co M M, I / � / I � /
VERT.EXTENSION: \ M �- °' M \ M I I I�/ / I\ 6 EFFECTIVELY TIE THE FILL LIFTS TOGETHER.
3 FT ALL COMPACTION SHALL BE TESTED BY THE SAND CONE METHOD(ASTM D-1556)
;ELEV.328.0 TO 331.0 \ �-I \ � I I I J ,X I I / ( J- \ -
(SEE PPROFILE VIEW) \ \ I / OR NUCLEAR METHOD(ASTM D-6938)AT A RATE OF AT LEAST ONE TEST PER 5,000
63.88 LF 42"RGRCP @ 1.57% I I I I DI SCM 7 35.70 LF 42 RCP @ 1400 i I \ \ \�1 SF PER ONE FOOT OF COMPACTED FILL THICKNESS IN GENERAL AREA FILLS AND
6�
`3k� / ° / �"3n'� S`s I I l\ �"'O \• \ \ ca o I , � I �y0 HW-7 � co - I 6" 60" 12" ONE TEST PER 50 LINEAL FEET PER LIFT ALONG THE BARREL.
r / \ I l \ I ( ( / I THE MINIMUM COMPACTION SHALL BE A MINIMUM OF 95%OF THE MAXIMUM
700HW ( r,X RISER? \\IINl00 SCM 7 RISER DRAWDOWN DEVICE PLAN STANDARD PROCTOR DENSITY(ASTM D-698)AT MOISTURE CONTENTS VARYING
/ b V
FROM 2 PERCENT BELOW TO 3 PERCENT ABOVE OPTIMUM MOISTURE CONTENT
1.4. DETERMINED BY STANDARD PROCTOR TEST TO WITHIN 3 FEET OF THE FINAL J
r / MAIN POOL I I I II / J
= / INVERT ELEV.324.0 I I ( I I I I \ I I� �I / / GRADE. o
FILTER DIAPHRAGM I I I RIPRAP DISSIPATOR 7. SUBGRADE FOR THE RISER STRUCTURE AND OUTLET PIPE SHALL BE APPROVED BY THE W
(SEE DETAIL SHEET C9.06) I V / TO EXTEND TO EX.WETLANDS GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT.IF THE GEOTECHNICAL ENGINEER Z j
/I ( ( NCDOT CLASS'1'STONE REQUIRES ADDITIONAL SUBGRADE PREPARATION,THE ADDITIONAL COST SHALL BE W 14
/ FOREBAY FILTER BERM / I I ` I I\I (D50-10") APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. a/ N
(SEE DETAIL SHEET C9.06) l ( 1 =I I I \ J I \ I MIN LENTH=28'
~ \ I I I I I \ \I \ = 8. THE OUTLET PIPE SHALL BE BEDDED IN CONCRETE FOR 2/3 OF THE PIPE LENGTH, L Z
/335 MIN WIDTH 10.50'MIN DEPTH=2.13' BEGINNING AT THE RISER,AND IN#78 STONE FOR 1/3 OF PIPE LENGTH TO THE Y t=7
TRASH RACK(TYPICAL) OUTLET.SEE DETAILS ON SHEET C9.06. Q Lu
(SEE DETAIL ON SHEET C9.06) 9. EMBANKMENT AND SIDE SLOPES OF THE BASIN SHALL BE STABILIZED PER SEEDING Lu x
HANDWHEEL TO SCHEDULE ON EROSION CONTROL DETAILS SHEET C10.06 OR SODDED.SEE LL
'JoEXTEND 12"MIN 12 MANHOLE STEPS LANDSCAPE PLAN ON SHEET L1.06 FOR FURTHER PLANTING DETAILS. o
6'VEGETATED SHELF I \ ` \ \ \I I \ \\ \ \ \ \ 1 ABOVE TRASH RACK (MIN) @16"O.C.VERT. Z 00
\ ELEV.328.0 329.0 \ \ \I \ (SEE NCDOT 840.66) 10. IF,DURING CONSTRUCTION,THE SCM IS TO BE USED AS AN EROSION CONTROL W
�33p \ \ \ \ I\ \ \ \ MEASURE,THE FOREBAY BERM(S)SHALL NOT BE INSTALLED DURING THE INITIAL LJJ
�' _�� � -. _ (SEE SHEET L1.06 FOR \ \ \ \ 20' � \ I RISER CREST ELEV.332.00 a/
AUXILIARY SPILLWAY_ PLANTING DETAILS)) \ \ \ \ I SEWER \-\ \ 1 / / CONSTRUCTION OR WHILE THE SCM IS USED AS AN EROSION CONTROL MEASURE.
INVERT ELEV.334.0 -S_ - \ Sy~ - S I I \ \�, ~� \ 1,� -�, M p N N t \ I EASEMENT I\\\ \ \ \ 11. THE FOREBAY BERM(S)SHALL BE CONSTRUCTED WITH THE SAME REQUIREMENTS, _
�O 'S 3S �O 2S c's\ o M M M M M 1 1 I \ 60"WEIR CREST ELEV.331.00 AND USING THE SAME METHODS AS THE DAM(SEE NOTE 6).
(SEE DETAIL SHEET C9.06) \ \ \ ` I \ \ \ \ \ 7 \
PLACE STEM SUPPORTS PER /
I 1 \ �� I l\ \ \I \ 1 \\ \ \ \ \ MANUFACTURER'S RECOMMENDATION 12. UNLESS OTHERWISE NOTED,ALL PERMANENT STRUCTURES(e.g.RISER/BARREL,WEIR
•325\ _ _ _ \ ~~r� �� NORMAL POOL l \ I\ \ \ \ \ \
ELEV.328.50 \ l `\\ \I I\ \ \ \ \ \\� " \ \ \ \ /\/ WALLS,ETC.)ARE TO BE INSTALLED WITH THE INITIAL DAM CONSTRUCTION.
1 \ \ \ \ \ DRAWDOWN PIPE UPTURNED 12'
> 24-MH ' \ \ \ TO ESTABLISH NORMAL POOL OPEN END 4"PVC / \��\ �\ \� /> 13. FOR SITE BUILT FEATURES(e.g.WEIR WALLS,DROP STRUCTURES,BRIDGES,ETC.),THE
\\
\ / / / / / / / / / , CONTRACTOR SHALL PROVIDE STRUCTURAL DRAWINGS TO THE DESIGN ENGINEER
(SECURED TO RISER WALL) Z
NORMAL POOL ELEV.328.50 \ \ \ \ FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.STRUCTURAL DRAWINGS
SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER.
.75"0 ORIFICE 12 ! \ \ \ \ \ \ \ \ \ \ O
2
/ U
DRILLED IN 4"CAP I g�\� \� 14. PRIOR TO FINAL GRADING OF THE SCM,THE CONTRACTOR SHALL PROVIDE F_
/� �x SUFFICIENT AS-BUILT SURVEY INFORMATION TO CONFIRM THAT THE FINISHED SCM
4 /3000 PSI REINFORCED CONCRETE COLLAR WILL MEET THE SPECIFIC DIMENSIONAL REQUIREMENTS APPLICABLE TO THE SCM. W
\ I \ 4"PVC i \ /
4"NRS GATE VALVE CLEANOUT / 'WITH 2-LAYERS#4 REBAR AROUND PIPE THOSE REQUIREMENTS INCLUDE: O Z
FLANGED,CAST IRON BODY �12" \'(SEE DETAIL SHEET C9.06) �
4"DIP BOTTOM DRAIN " i� \� y ` POND BOTTOM ELEVATION= 324.00 FT x Q
(TEMPORARY SKIMMER \ • DRAWDOWN OVERFLOW ELEVATION(NORMAL POOL)= 328.50 FT Z
ATTACHMENT FOR 1. ;'� /`12 \/ / \/ \/ / / \� • MINIMUM SURFACE AREA AT NORMAL POOL ELEVATION= 26763 SF r M Q
EROSION CONTROL) \ \ \ \ • / \ / Q . W Z
EXISTING POND x � \ \\ \ \ \ 335 J / I / / / 1 `) I \ \ \� \\ 12' / / / / s° ° " 5 WEIR CREST ELEVATION= 331.00 FT 0 t^ J
• 5'X 5 RISER CREST ELEVATION= 332.00 FT W W 0
• LOW POINT TOP OF EMBANKMENT(AUXILIARY SPILLWAY)= 334.00 FT O Q
33 / / / / / / / / / / / / / / / / / / s " H vI U
\ / / / \ \\ \ \ \ \ \ \ 48" 42"RUBBER • AVERAGE TOP OF EMBANKMENT(+/-0.1 FT)= 335.00 FT U
SCM MAINTENANCE 3 / \ / \ / \ / GASKETED 5 Q =
ACCESS EASEMENT 2S \ J /� / / / \ \\ / / / SUPPORT PEDESTAL 0 W
/ / 3�� \ FOR GATE VALVE\ CLASS III RCP 15. ELEVATIONS SHALL BE WITHIN 0.1 FEET OF THE ABOVE ELEVATIONS FOR EARTHWORK, t/�
- 3-5 / / // / r �\� y y / y / y\ e " " AND 0.05 FEET FOR OUTLET STRUCTURE.ALL SURFACE AREAS ARE THE MINIMUM Ln �/t
� l
320\\ \ \ \ \ - / / / \ /� �/� �/ /� �`�/� AREAS.REQUEST FOR A REDUCTIONS IN THE MINIMUM VALUES WILL BE CONSIDERED
O a Z
-----
5
/ 2 i - I
,3 U
INVERT OUT'=321.00 ON A CASE BY CASE BASIS.
16. ONCE THE PROJECT SITE HAS BEEN STABILIZED CONTRACTOR SHALL OBTAIN
- /
;(�}GROUT
� \ � \\ \ � - / / ,,, / ) �\ \\'g\� \� \ \� ""'""""'""'"" """"'""'" ° ° ,b;•� ,'°'' " ' APPROVAL BY EROSION CONTROL INSPECTOR IN ORDER TO REMOVE TEMPORARY c/)
A �
I • EROSION CONTROL DEVICES. Z
IN\ / \ / \ • ONCE ALL SEDIMENT AND EROSION CONTROL DEVICES HAVE BEEN REMOVED, J
SCM 7 WET POND PLAN VIEW / / / THE SCM SHALL BE CONVERTED TO A PERMANENT SCM.
\ \ \ \ o
.. , ONCRETE PIPE CRADLE
ANCHOR W/DOWELS \ BALLAST CONCRETE 'g\� \� 'g\� \� 'g\� \�.� • ALL SEDIMENT SHALL BE REMOVED AND DISPOSED OF PROPERLY.
/� /� �/� /� �/� /� (SEE DETAIL ON SHEET C9.06)
#4 REBAR X 12"@ 2'O.C.+/
3.0 CUBIC YARDS REQUIRED • FOREBAY AND VEGETATED SHELF SHALL BE CONSTRUCTED AS SHOWN ON THE
w� ? (SEE DETAIL ON SHEET C9.06), \ \ \ r�\> PIPE INSTALLATION MUST PROVIDE
340 U) 0 340 A PIPE JOINT AND CONSTRUCTION JOINT PLAN.
,oa �c� COMPACTED STONE OR PREPARED SUBGRADE NOTE: WITHIN 4'OF RISER WALL FOR • VEGETATED SHELF SHALL BE PLANTED PER PLANT SCHEDULE ON LANDSCAPE
400 oN RISER AND BALLAST CONCRETE HAVE BEEN SIZED BASED ON BUOYANCY ARTICULATION AT RISER
�o M NM GABION WALL: GEOTECHNICAL AS RECOMMENDED BY GEOTECHNICAL ENGINEER PLAN(SEE SHEET L1.06). DocuSigned by:
CALCULATIONS.ADJUSTMENTS TO CONCRETE DIMENSIONS ARE NOT
z� HORIZ.EXTENSION-FOREBAY FILTER BERM PERMITTED WITHOUT PRIOR WRITTEN APPROVAL.ANY DIMENSIONAL 17. FINAL CERTIFICATION OF THE SCM BY A PROFESSIONAL ENGINEER LICENSED IN THE ' ''°o o
vL-0 w`U> TO CONTOUR 331.0 (SEE PLAN VIEW,BOTH GABIONS) CHANGES TO BALLAST CONCRETE BASE AND RISER MUST BE REQUESTED o o ° 0000
�� cnW>> �„�� STATE IN WHICH THE PROJECT IS LOCATED IS REQUIRED. 9E86 o O` o00
=z ovzz 10'MIN wc)? VERT.EXTENSION-3 FT,ELEV.328.0 TO 331.0(BOTH GABIONS) IN WRITING AND MUST BE ACCOMPANIED BY BUOYANCY Do °°°$G°'OS/ 0 o0
TOP OF DAM CALCULATIONS SIGNED AND SEALED BY A NORTH CAROLINA CLAY LINER SPECIFICATIONS: o� oo FESS/0 °°o'!/ 00
335 335 REGISTERED PROFESSIONAL ENGINEER. o o lr� �9 0� o
k THE CONTRACTOR SHALL INSTALL A CLAY LINER TO MAINTAIN A PERMANENT POOL AT THE o o SEAL o
a _ _____ 100-YR WSEL_333.4______ _ _ _ _ _ _g� ° DESIGN ELEVATION.IF THE SITE GEOTECHNICAL ENGINEER DETERMINES THAT THE o
049066 °
m X M 36� �o SCM 7 RISER DRAWDOWN DEVICE DETAIL EXISTING SITE CONDITIONS(SOILPROPERTIES,EXISTINGWATERTABLE,ETC.)INDICATE a a
a �� X_ __ - 10 YR WSEL_332.0 NPPp @ %" THAT NORMAL POOL CAN BE MAINTAINED WITHOUT A CLAY LINER,THE GEOTECHNICAL o °°tcl,G INE�� moo
&MIN y 9ao VF 36 ENGINEER WILL PROVIDE NOTICE IN WRITING TO THE PROJECT ENGINEER THAT THE CLAY
VEGETATED SHELF M 1 0 0 ° .......
1-YR WSEL:330.7 1 � o
LINER IS NOT REQUIRED.IF THE CLAY LINER IS NOT INSTALLED,THE OWNER SHALL RECEIVE 0 Q M� o
r 330 EL.329.0 328.0 --- - - - ---- --- - - ---- - - - - -- 330 A CREDIT FOR THE DELETION OF THE LINER. °O00p°O°Na J. Q0° 00
9/5/2024
AT A MINIMUM,THE CLAY LINER MATERIAL FOR THE WET POND SHALL MEET THE
NORMAL POOL WSEL:328.50 Y FOLLOWING SPECIFICATIONS: N
v b'
E FILTER DIAPHRAGM
Y • UNIFIED SOIL CLASSIFICATION SYSTEM DESIGNATION OF CL,CH,ML,OR SC 0 15 30
N (SEE DETAIL SHEET C9.06) YJ Q N Q /
TOP EL.:328.5 ±43.2" 9 r+ • MINIMUM OF 40%PASSING#200 SIEVE �°' E
STA:1+35.8 N EXISTING GRADE NORTHWEST SOUTHWEST NORTHEAST SOUTHEAST SCALE:1 inc h-30 I'
325 x 325 • MINIMUM PLASTICITY INDEX OF 12 S
3 12"SEDIMENT STORAGE • MAXIMUM PERMEABILITY OF 1 X 10-5 cm/sec
INITIAL PLAN DATE:09/20/2023
MAIN POOL • A MINIMUM OF 2 TESTS OF EACH ABOVE PARAMETER SHALL BE PROVIDED FROM REVISIONS:
FOREBAY v
+ AN APPROVED LABORATORY ON THE LINER MATERIAL AND PRESENTED TO THE 1. 05/15/2024
o PROPOSED GRADE 63.88LF 42 RGRCP RISER CREST:332.00 @ CONCRETE COLLAR ENGINEER FOR APPROVAL PRIOR TO PLACEMENT OF THE MATERIAL. REVISED PLANS PER COMMENTS
VI MANHOLE ° 2. 07/26/2024
o (SEE DETAIL SHEET C9.06) 12' OPEN STEPS COMPACTION TO A MINIMUM OF 95/OF THE MAXIMUM STANDARD PROCTOR REVISED PLANS PER COMMENTS
a 320 320 60"WEIR CREST:331.00 nn rr nn DENSITY(ASTM D-698),AND WITHIN 3%OF THE OPTIMUM MOISTURE CONTENT
z
(MINIMUM OF 1 COMPACTION DENSITY TEST PER 2500 SQUARE FEET).
-7
a
u • AN IN-PLACE MAXIMUM INFILTRATION RATE OF 0.01 INCHES PER HOUR.
CONCRETE CRADLE 30'
(SEE DETAIL SHEET C9.06) RECOMMENDATIONS OF THE SITE GEOTECHNICAL ENGINEER MAY SUPERCEDE
o OPEN AT 60"(TYPICAL) THE ABOVE SPECIFICATIONS.
NORMAL POOL
315 #57 GRAVEL BEDDING 315 NORMAL POOL:328.50 ELEV. " THE CLAY LINER SHALL BE PLACED UNDER THE BOTTOM OF THE SCM PERMANENT POOL
(SEE DETAIL SHEET C9.06) I I 6"MIN TO A MINIMUM THICKNESS OF 8 INCHES.A MINIMUM OF 4 INCHES OF TOPSOIL SHALL BE
12' 1,-; PLACED ABOVE THE CLAY LINER TO THE FINISHED GRADE AS SHOWN ON THE DRAWINGS
s 2.75"0 ORIFICE IN 4"PVC CAP:327.50 11011 AND/OR DETAILS.CARE SHALL BE TAKEN WHEN PLACING THE TOPSOIL SO AS NOT TO
`s 132" DAMAGE THE CLAY LINER.A CLAY/SOIL,NO ORGANICS,MIXTURE MAY BE USED IF THE
_- 12"MIN ABOVE SPECIFICATIONS ARE SATISFIED AND WITH WRITTEN APPROVAL BY THE
° 30' GEOTECHNICAL ENGINEER.
N 310 35.70 LF 42"ICP @ 1.40/° 310 12' M I N
PRECAST CONCRETE MATERIALS NOTES:
4"BOTTOM DRAIN INVERT:325.00 1. ALL PRECAST CONCRETE STRUCTURES SHALL CONFORM TO ASTM C913
oT/� t (RECTANGULAR)OR C478(ROUND).
RIPRAP DISSIPATOR 4"DIP DRAIN " �' ��
u 2. ALL REINFORCED CONCRETE PIPE SHALL CONFORM TO ASTM C76,CLASS III(UNLESS
o (SEE DETAIL SHEET C9.06)
Y
# i OTHERWISE NOTED),
57 STONE BEDDING
v
305 (SEE DETAIL SHEET C9.06) 305 48' " 42"RUBBER 2.1. O-RING JOINTS(RGRCP)SHALL CONFORM TO ASTM C443&ASTM C361.
GASKETED 2.2. NON O RING JOINTS(RCP)SHALL CONFORM TO ASTM C990 WR JOB NUMBER 02190647
m CLASS III RCP ; ADDITIONAL REQUIREMENTS: DRN:WR DGN:WR CKD:WR
E
i
i 1. SCMS MUST BE LOCATED WITHIN COMMON OPEN SPACE,AND WITHIN AN ACCESS
8"PVC 42"OUTLET INVERT:321.00
AND MAINTENANCE EASEMENT. SCM 7 PLAN AND
v
SEWER LINE
......::::....... «.. «, «.. «,; «,; «, ,
" -:-:-:-:-:-:-:-:-'.GROUT^,wr,wr„^ ,,,,,,,,, w«,; «,; r„r ^r„«,; «,; ,,,,,,,,, r,wr,wr,wr, .. T^,w«,; «, «,,,,,,,,,, f3; ^?X^?i}X.... ,,,x R _ „rrr,; «, r,wr,,,,,8 MINGROUT G OU G OU
,,,,,,,,,,,,,,; «,; r,wr,w,,,,,«,; r,wr„ r ,,,,,,,,, ..........„...,wr.„......,,,,,,,wr.„..,wr.„ ......... z r„,r„ «,..................,wr.,wr.„«,,,,,,,,,, .................................,,,,,,rr,w«,; «, «,; «,; , 2. AN OPERATIONS AND MAINTENANCE MANUAL AND MAINTENANCE AGREEMENT
300 30oDETAILS
6' MIN SHALL BE PREPARED AND PROVIDED TO THE OWNER.ADDITIONAL REQUIREMENTS
0
0+00 0+50 1+ 0 1+50 2+ 0 2+50 3+ 0 3+50 4+00 4+50
(e.g.RECORDATION OF EASEMENTS,AGREEMENTS,ETC.)MAY APPLY.
a
SCM 7 WET POND PROFILE VIEW
Y SCALE SCM 7 RISER INSIDE WALL ELEVATIONSC9,01
C