SWA000230_More Information Received_20240105 (13)

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5TOW DRAINAGE NOTES: 6RRADIN6 NOTES:
1. STORM DRAINAGE PIPES SHALL BE: I. ALL CONSTRUCTION 15 TO BE PERFOR LED IN AuoRDAWE WITH
CURREtT HARETT COUNTY AND NORTH CAROLINA DEPARTMENT OF
• RLP/LLA55 V FOR STORM DRAINAGE WITH I'OF LOVER AND 15 TRANSPORTATION STANDARDS,SPEGIFIGATIONS 4 DETAILS. —---—PR RlvHr of VLaY
INSIDE PUBLIC RM OR CONNECTING INTO STRUCTURE INSIDE —__—__—P2 LM LIHIWAR LINE
PUBLIC RM IN ACCORDANCE WITH NORTH CAROLINA DEPARTMENT 2. ALL PERMITS RELATING TO T415 PROJECT MST BE OBTAINED PRIOR
OF ENVIROM-ENTAL GUALITY AND NGDOT STANDARDS UNLESS TO CONSTRLCTION CONTRACTOR 15 RESPONSIBLE FOR ADHEWN6 TO PR B1ILDIN6
NOTED OTHERWISE. ALL PERMIT CONDITIONS,MONITORING AND REPORTING REQUIREMENT5. �'aUa3 NITER
PR i�fAIWN6 PULL
• RGP/6LA55 III FOR STORM DRAINAGE INSIDE PUBLIC RM OR 3. NO LAND DISTURBANCE 15 PERMITTED ON SITE UNTIL A PERMIT 15 M ROAl2� LIR
CONNECTING NTO STRUCTURE INSIDE PUBLIC RAN IN ACCORDANCE ISSUED BY RARETT COUNTY. PR HEAVY q PAVE
KITH NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY 0 PR LIFAR� PAVBBIT
MID NGDOT STANDARDS UNLE55 NOTED OTHERWISE 4. ALL DIMENSIONS AND GRADES 5HOH N ON THE PLANS SHALL BE FIELD
VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 0 PR scM ACCESS TA5t3•@1T
2. ALL CONCRETE SHALL MEET A MINIMUM 3,000 PSI COMPRESSIVE CONTRACTOR SHALL NOTIFY OMDER IF ANY DISCREPANCIES EXIST
STRENGTH. PRIOR TO CONSTRUCTION.NO ADDITIONAL COMPBSATION WILL BE ®�aPBI
PAID TO CONTRACTOR FOR ANY WORK DONE DUE TO DIMESIONS OR ®—IMPROVED APB+SPACE
3. ALL PIPE IN STOWDRAIN STRUCTURES SHALL BE STRUCK EVEN GRADES SHOWN INGORRBGT_Y ON THESE PLANS IF SUCH NOTIFICATION © ACTIVE aPBR A�
WITH INSIDE WALL. HAS NOT BEEN GIVEN Prc P=W.E
4. THE INTERIOR SURFACES OF ALL ST0144 DRAINAGE STRUCTURES 5. CONTRACTOR SHALL NOTIFY TORTE CAROLINA ONE GALL AT x b. b.X PR lUNIDIGAP PARKINS
SHALL BE POINTED UP AND SMOOTHED TO AN ACCEPTABLE I-800b32-4949 AT LEAST 48 HOURS PRIOR TO BEGINNING
STANDARD USINS MORTAR MIXED TO MANUFACTURERS CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES PR fUNIDICAP�'P
SPEGIFIGATIONS. LOCATED.CONTRACTOR TO CONTACT ANY LOCAL UTILITIES THAT ® PR Lm NLMEat
PROVIDE TEIR OKW LOCATOR SERVICES INDEPENDENT OF'NORTH Pz PARKING SPACE caLNr
5. ALL BACITILL SHALL BE NON-PLAGTL IN NATURE,FREE FROM CAROLINA ONE GALL'.
ROOTS,VEGETATION MATTER WASTE CONSTRUCTION MATERIAL OR —COD— ❑MIT DP v SPACE
OTHER OBGTONABLE MATERIAL.UTILIZED MATERIAL SHALL BE 6. EXISTING UTILITIES AND STRUCTURES 5HOKN,BOTH UNDERGROUND AND PR
.E TON,CE
CAPABLE OF BEING COMPACTED BY MECHANIGAL MEANS AHD ABOVE GROUND,ARE BASED ON�5T AVAILABLE RECORD —Coo-TIP—PR.TREE PROTEcnoN FB4cE
PR TRffLIE
SHALL HAVE R TE'ITAMPI TO RAW OR BEHAVE IN L PLASTIC DRnrINGs AND ARE
CONDITIONS TOPOGRAPHIC SURVEY. PR I'eCNralhe
MANNER UNDER T$TAMPING BLOWS OR PROOF ROLLING. PR 5'CONTOLR
T. SOIL UNDER PRAP05ED BUILDIN65,PAVED AREAS AMID WT41N -----nor------IX I'GOHTQIR
6. MATERIALS PERI AS UNSUITABLE FOR BACKFILL PURPOSES BY SLOPE'GREATER THAN 5:1(H:V)SHALL BE APPROVED,PLACED AHD IX s'eewralre NORTH
THE OWHER'S REPRE5ENrATIVE SHALL BE REMOVED AND REPLACED COMPACTED AS RECOMMENDED BY THE
6EDTEONILAL EN61N M -- pC PROFL-RIY LINE NU3
WITH SUITABLE MATERIAL. THESE SOILS SHALL BE COMPACTEDTO THE STANDARD PROCTOR IX RKAR-OF-MAY
MAXIMUM DRY DENSITY UNLESS OTHERWISE RECOMMENDED BY THE IX AD.ULEM PrxoPBeTr uNE
T. BACKFILLING OF TREW+E5 SHALL BE ACCOMPLI51ff9 IMMEDIATELY 6EOTDHNILAL EN61N332.
AFTER FIFE 15 LAID.THE FILL AROUND THE PIPE SHALL BE IX I%NPUAL cHNr,E PimoPLAIN '(N CARO��
THOROUGHLY COMPACTED TO 45%OF THE MAxIM M DRY DENSITYB. ALL GRADED AREA SHALL BE SLIPPED a GHH THAT No AREAS of NW IX NON-TIDAL N TA m � / OVERALL GRADING 4 DRAINAGE PLAN
OBTAINABLE MT14 THE STANDARD PROCTOR TEST.TEE TOP E16W STANDING WATER OCCUR AND ALL AREAS POSITIVELY DRAIN TO SB IX STffAM1 Tu R
W INCHES SHALL 13E COMPACTED TO 100%STANDARD PROGTOR DRAINAGE
STRUCTURES,SHALES OR STORI'MTER MANAGEMENTFAC --------- §#A L FOR
6. UNDER NO LIRGIMSTANCES SHALL WATER BE ALLOYED TO RISE IN -------IX PAVEMBRrrBRSE OF UR1ER 200E 0 100' 200' 400E &0o' - 039739
UNBALKFILLED TRENCHES AFTER PIPE HAS BEEN PLACED. 9. GRADED SLOPES STEEPER THAN 3.15HALL BE STABILIZED WITH _______________ / / MIDDLE POINT
euRlEx SINGLE NET(CURLER U MOWING BY AMERGAN EXCELSIOR FIXx sTReAMmam ,'F•'F;vG I NEF •2 9. RIM ELEVATIONS OF STOW DRAIN STRUCTURES SHALL BE FIELD COMPANY OR APPROVED EGUAL �^ IX TRBLINE �
•:
YHRIFIED. IX Taff �'•,;"My'N•ACC;.•••
10. CONTRACTOR 15 RESPONSIBLE FOR PROTECTION OF ALL PROPERTY Scale: Inch = 200 ft. KLIOW Ixhe!'I below. ,
10.PROPOSED RM ELEVATIONS OF STORM DRAIN LATCH BASINS CORERS AND SHALL REPLACE ALL MARII REMOVED IF u M SST LnE CBII before you dig: BARBEGUE GREEK TW5P. HARNETT COUNTY,N.G.
LOCATED IN THE ROAD CURB LIE ARE TO THE CENTER LINE BACK DAMAGED DURING CONSTRUCTION. ENGINEER'S SEAL
OF CUR6 OF THE STRUCTURE.RM ELEVATIONS FOR ALL OTHER —w w—IX HN eRLIE
STORM N STRLT REs Am ro THE CENTER oP 6RA ELID of 1. TOR 1Rr5PONs.FOR DFrATERN6 As NECESSARY ��RE. THROUGHOUT� N U m� me No. DATE REV151ON5 MORR I S S RITCHIE ASSOCIATES OF NC, PG
oHE IX OVaaEAD FiCLTRIc 0 6/2/2023 ORDINAL SUBMITTAL ENGINEERS,ARGHITEGT5,PLANI•�R5,WZ&YOR5 AND LIWD5GAPE ARC.HITrLTS
N. STORM DRAINAGE WITHIN PRIVATE EASEMENTS TO BE OHVID, Ewsmu PROPOSED ` W `
OPERATED AND MAINTAINED BY HOME OYAER5 ASSOOATON OR FINE HYDRANT I 9/5/2023 REVISED PER 14 GDEG COMMENTS JOB NO.. 21814 1./ / 530 HINTON POND RID.,STE 104
AGENT THEREOF. _ ® HATER VALVE ! III, ' IF IL v T KNI6HTDALE,NG 2-7545
2 4/22/2023 REVISED PER NLDEG COMMENT5 SCALE: A5 5H40NIJ �
12. LENGTHS SFOYN FOR STORM DRAINAGE PIPES ARE MEASURED FROM ❑ vwtBe MEtBc 3 12/25/2023 REVISED PER STATE_5TORMWAT_lR COMMENTS DATE: 5/2/2023 (Gb4)E-C-A 03
CENTER OF STORM STRULTIRES AND TO ENDS OF FLARED END ro� LICELrE><C-4182
5rxnoNs.SLOPES CALCULATED ARE BASED ON T41s LENGTH. ❑ POE ENGINEER: JMK NM MRA6TA.GOM
15. ALL CUB INLETS TO HAVE TEMPORARY INLET PROTECTION UNTIL DRAWN BY: ER/JM ©2023 MORRIS U RITCHIE ASSOCIATES,INC.
THE SITE HAS PERMANENT STABILIZATION.
DESIGN BY PKN STATUS: —151ON SHEET:
REVIEW BY, PKN PRELIMINARY NOT FOR GON5TRUGTION 2 G4.0

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Know what-s below.
Call before you dig.
BARBECUE CREEKTN5P. HARNETT COUNTY,N.G.
H ENGINEER'S SEAL
TCRHI DRA
—S-—EXS6ANTARYLWIN No. DATE REVISIONS
MORRIS $ RITCHIE ASSOCIATES OF NC, 1-C
G—G—EX GAS LIFE 0 6/2/2023 ORDINAL 50MT-TAL W W1 ENGINEERS,ARCHITECTS,PLAHEZ5,WIRVEYOR5 AM LAN056APE ARC441I
J E— M L.p
ONE EX�ELECM� I 9/5/2025 REVISED PER WDE-0 COMMENTS -JOB NO.. 21014 M a 530 HINTON POND PD.,STE 104
2 4/22/2023 REVISED PER WDEG COMMENTS SCALE, A5 5HI A IF KNI(I NG 2-7545
[phone]
a 12/25/2023 REVISED PER STATE 5TORMKATER COMMENTS DATE: 5/2/2025 LIGE]ME-C-AW
VM MPA6TAUGOM
10. 0 Z. 10. 100, 200, ENGINEER: JMK
MTER NETER DRAM By. ER/Jm @ 2023 MORRIS&RITCHIE ASSOCIATES,INC.
OE:516N BY, PKN 1-151ON I—T:
Scale:1 Inch = 50 ft.
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--------EX PAVETEMi BAFf3ErLU=GREEK TN5P. HARNETT GOUNTY,N.G.
ENGINEER'S SEAL
No. DATE REVISIONS
MORRIB $ RITCHIE ASSOCIATES OF NC, PG
0 6/2/20:23 ORDINAL SUBMITTAL E%li ARCAITE05,RMBZ5,WZVEYOR5 AND LAW56APIE AR041i
W I 9/5/2025 REVISED PER WDE-0 COMFENT5 -JOB NO.. 21014 M
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2 9/22/2023 REVISED PER WIDEG COMMENI 51-ALE. A5 5HOM
OWE—IX—M.BCTRIL [phone]
a 12/26/2023 REVISED PER STATE 5TORMIKATER COMMENTS DATE, 5/2/2025 LIOBNSE-C-4U52
HIMMPA6TALOM
ENGINEER: JMK 2023 MORRIS&RITCHIE ASSOCIATES,INC.
ui o5 PR ors,SPADE REDUCER I DRAWN By. ER/Jm
—LOD—M LIMIT OF PISnIRBANCE
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TREE No. DATE REVISIONS
MORRIB $ RITCHIE ASSOCIATES OF NC, "I
SD— ST�DRAIN I
SAN—MSANT�ILNIE 0 6/2/2023 ORDINAL 5MMrrrAL — EN51I ARII MMER5,WZVEYOR5 MV LAW56APIE ARC441I
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HIS- LICENSE-C-Q52 OSEO a 12/25/2023 REVISED PER 5TATE 5TORMIKATER 00MMENT5 DATE, 5/2/2025
2 ENGINEER: JMK HIM MRArTALOM
2023 MORRIS&RITCHIE ASSOCIATES,INC.
OP SPADE OPAM BY. ER/Jm
LOD—M L­OF DISnIRBANCE
MT"— OE:516N BY, PIQ4 STAITUI 5+4MT:
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PAD ELEV.:
PROP.PLUNGE -- -_- I 240.54' 244.IT'
4 .
POOL A2-100/ :� "'-: A2-10; A2-II%I I I I -II - I r'PAD ELEV., / r T - FR IS RGP`g / \. 1 `• `
k a,
II
D50 RIP RAP=4' .'�% PR I5• 1 :I TI(ter.IS'RGP' - - I : \ __ .� _ __ _\ r` ✓ `✓ �, -
` 15 RGP\ 222.94 1 B r 25527'� /; '' \\ \ PAD e,'
A ,I :I 1 I -�> �2b1.46'
SWALE _ _ ,
'
I PAD ELEY_ 164 I 163 -- „ I60 / ,PAD ELEV.: / ( * _ /- / Ilb / \\ �_ LEY.:
1 / PAD E
I --' F /1 r / / ;� \' �\ .f ,. •_ //.,/i. `� ,�` 249.9 BW
, 23T.84 J, '257. 4� x� � � -
/ sa�
1 its � o -p vi
.8 .. ,' / / TW=24H. S f
' r
�.
-
1W=239.46 � � -_ .�'i -t�'�, - __ __ �{..�PAD ELEV.: PAD EIF/.: I
�W
t' N+ PAD ELEV.: �'- � PAD ELEV.. � \ � `�2A.T'
PROP.RIP RAP A2� �� 66
239.11 _ _ - ,
�; 7W � III - --_-" / ' z�o � -
I' APRON-
:
r L-I5,D 22 :216 PR 30 RLP W=226.64 W=241.-15 _ - �� ,/,r ISl I' I / � -___-
v`\
/ r rPR so^ 2g9a
,
'~ � - \ V - �� -' PR 30"RGP : I, � 41 � // w PAD ELEV., / 'u•� �\ \�_I� _,- _ � � M1. \\�
I r i•
r, r'
POOL A2-In
PROP.PLUNGE
I
/ D50 RIP RAP 10�\ ,BW=215 � - =36.14
rh �.
4 i
21 � PAD
- 6. ',
B-A I 239bb--- - I - / _ h. �_• -_ __ - / /F P"IS RGP PAD ELEV.:� - 1'SWALE
\:.
2.,
r _
� II25bb5'
r ,T\-- '\`. SWALE B-L
r III
/,' \� �\�_-�\'�\ �\r 0 �.- .r•„µ, - � �\ � / /°..PAD ELEV., / '� 25Y /� -- -;.\ ��. � / - - _ ,1 _
r m ,
r '
y
wy
7'�£y '', I ✓ �.. - _ _254 J = �,� / ~(�r ,� PAD ELEV.:-
- - - 11 `
APRON +'
m ;
PAD ELEV. / / _ �'� ` ' a'S WI=4',W2=625',L= _
/ � Y2 \ -
- 246A4' 1 143 / - SWALE B-K.'s
,r
.. , -. PRL1P.RIP RAP APRON
5'D 12'
/r '13, _
PAD ELEY.:
\411 \
O I I - � •. � ,I N.,,..N�` _�1,�� ___-_ _ _ - PR IS"RGP .� �/ /� � - � � x...e:. ,
m ,. � , ,-'�. .� �' _ •ems _ ,`, \ �I r :
�Az-Ta' `Ae is Rrx
A2 I � ro"° a - _--246----_ I - - - �� � k~p�•' -�/ �24685' , / / ,rz'
PROP.RIP RAP APRON
-
w ,� l � �� ,.,A. <- ���-_�Is•RCP- -_- r-_ 'PAD EIEv.: +v I PAD EiEv.:- � ��. -- - - r � --� / / A �za - Q-"� �"'_� v �v � - I
'-
w
G //ti �' '- '.`,\' . . \. ' �1� :1-. _ - r-zti 2 135 - j _ A2-49�� 24750'
, .i, r ` '.��..,'�\:1� ,\,` ., � ��.1 233 -_ _ _�� ___\ -- � ��_,1 �134 i _- -PAD ELEV.: �-h=' -
'.\ `., �1
/ / %- ,r`�.'` l\ X
I PR IS
STREAM -- -�' , r \' '::`�'���� 'r': \'. II� :',"'` - I __I. BW=245.8 \ \ s/ �- 145 ^ PAD ELEV., \ 1 --------
HE• ' •CENTERLI (TYP) ' -�: _ _ ___ .
, ',� �'`.TW=226 PR 36'RGP. 1 39. - 2j = // �'" ,``�. / �� i' �254A0'
� -
�'S',1
, W226/ B
,.
6' i 30'STREAM m " � -
i \ (
\� \_ Bur-PER frYPJ .,ti s� Bw=22s.o rn-236.0o rw=2310 -
e = of' PAD I'
r
,
_" TYI=235. - BW=231.0 SWALE B42 �� -440 = 24631' / -53 �� -245 a}lye f�'3f t:r'.:sr ;,r _
d r / ► `. . ' BW=223. ' / A2 PAD ELEV:
226-' " , Tw=23v.00
-� �. TW=239. PR 36 RGP zz \ \ '�, v,� ?qZ Tw=?,45A0 / y� \ 2aa'
/ BW-221. 4 -- `. F A2-52e
\ \ \ 31 _ PAD ELEV..
p I - -1 TW=240.0 - - _- = Bw=2a3. A231 248.50 A :1
�` ` -PR 15 RGP; �,a�
- _ _,.==;_TAW=23i. �. --�--- --I _, \ _ /ry/ ... . ,. ,:.
r _
v ( ;- -' PROP.RIP RAP...
/ -TT"I=245 PR IS"RGP
o`•
v r r _ / =241.4 PAD ELEV.: /L
-� 'S/
Fit
ry
,
..TW-3 41.52
-- _
r A -- MATCH LINE SEE SHEET G4 3
o -mo-PR 5' aR L - /
LC�EN� _- ---- IXPOONroOR
----IXPROFHtIYLPE :a:• s/ GRADING 4 DRAINAGE PLAN - 5HEET 4 OF 9
E -----MLOTroPvuY --- EX
vuY _ /`-' FOR
PR IfJT LIlEPPRCa LINE - . IX ADIK.ENT PROPHtTY LINE
i -- -_--PR EgSggNr .............
._._-_-_-_._ 50' O 25' S0' 100' 200'
PR.BUILDIru oc.I%ANWAL mLAN PLooDPtAn 0397 2
NW a. _TIDA 32282�i0 MIDDLE POINT
PR RETAINING WALL -SIB EX.STREAM& ,'F•F '
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PRHFAW DU PA EMB ---------IXCURB Scale Inch = 50 ft. Call before you dig. M,;�••
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ENGINEER'S SEAL
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_'4 / /-BW=266.00 - .�b ' \ , v,_. '�i:',�� PAD ELEV.:-
MATG SHEET G4.6,_I! E SEE
I?
I I �• `•\ •.� � '' // PAD ELEV�A ELEV: / WI=4',W2-625,L- =2'\\ �27306' / `^b ,!_\ \_ / _
236.?a,
Sim
r ,
01. � PR 1s'RCP ' '/ '` / / v _ ✓ � - � '\�- "C_ � �
I
\ 9
PR 15 RCP v, ;c: 24oss, - ,` � 57 I /`„ sWue o-s --, �.. ,a3-gs PR Is•RCP / :' r r '�r� A\ /''
v' 1
PRO RIP RAP APRO P.
:
',`,, -� '\F I r WI=4',W2 625,L 5,D=12' - /• \ A3-94 271 4 k �a x - -�,,
-
, r
Btlz+ PR IS"RGP / t #`
m r r
`
/� - r \ a ��y PAD eLEv.:
_
, \\ .� f.� ,�: , �• - / \ PROF'.RIP RAP APRON .'RIP RAP APRON
,
\A W2=625',L=5',
r
r
PD E:� \ _� � D=12"
, I '
\ A362 ��- SWALE G
r `
PROP.a.urr>E Pool.A3-76 RP / _ PAD E1FY.:/ / / - _-- r PR I5•RGP w=7 ----------
------------------
RIP \ _ _ -: PROP_RIP RAPRGP j7. \
,
s 43
�.�s `.'3S :^,\ 54 55- \Q -----------------------------
IN
PAD EI_EV w",i ! PAD ELEV.r ,
r
\� -_ PAD HEY.:',/'` '/ / /,/ �270.95' "yt3;• - +2'FI.91' A I T -
r �, -- 247b6 53 _ 1 --
, `-_ ILf -I` _ / -
' $�, ` r'239A9 z A3 21i1` / / 2"I3`J f _ C J _________,
,
L
5
1
r
� J
1 ✓
, r
4 , :
,
A
PR15 PAD ELL
,
\ 04 "- \.\a- 24955 `J _ - - -"- ----____
5NALE 0-E QF1EV.: _ _ _ -
r
PROP.•RI 2'APRON Yam_ \-.. /` \ T _ 266.00
�2QOf1'1 WI-4',W2-625',L-5',D 12' �PR IS„ROPE �-�'\ 52.�� ✓\/ Y- `` - __ rn 26632 ,
,
t.
= PR IS'RGP .65., r - _ \ _
\ _ _
I
:
. ._ ,,�- -- -v- ,' `. ``- �=`-�,ar� ,ews23.oe-� °� �. �. 'gam /` `PAo ELEV.' v� ' 0 ---- - -----
r ...PAD �251 r _ ,
-'--_ _ _ _
W=24 \T \ PAD - ------
zo - _ 4BS0 - - "1 _
- \ - r I
- 'y_ _
j
ry
?38. -239-- _____ '•' X / r 251 \ , -
rPD50_RIP RAP4'-.-� � =242 /
PROP23
RIP RAP APRON
'-- 24526 \ A3-IB \ ✓ / _ I _— ,
112=625,L=5PAD I
',:
_ Cr_ PR IS"RGP
V
C4)
-
4
t 2 t _ T
�I, ; ( `✓% ':2,,�,� ,, `,'`N 1/ �. �. �.�. �. -. zrj� zrz ==-a'_-qT� \s`• o __- �D �\' \ _ BW=248 �.�r r__ ^\ �263.4E17
1tV.:
m\`� ''w; SWALE \ PROP.RIP RAP APRON /,ate i� �:�,.` \
WI 4',W2 625',
„ ,: ,,, � y ,�, y\%� -� - � \'°\�_ - PR Is•`cP
'1
y`
y
-- ��;/ � ,; r � ', _ _ "_- -______ --'_� `\�\ - - - - A3-10 BW=23 •,\� __'- - - -BW=2,50A _ - - \\
�C
m
`
P 4- � \ ,• _ _ _ .tuf PROP.RI RAP APRON
I
�j�\'`.,
- y Tw=2o3. °o as' eaD xy 2s2 Bw= i
PROP.PLUNGE POOL A3
PAD ELE/../ i� _�,,-� O` ♦ D50 RIP RAP=4_ — _�2C1 \� •�F,P �•\\\ W=2 Cy )(
. r _
` �qB
40
ELEV.: v
Is^RG P >�AD
n3-67
/ C, \:�:,,.-;\`=� _ 7W=226.0 PR IS'RGP
BW=205. � � 2 _ 2t -�58'
- - �w-2, .
as �� - PAD ELEV.: ,.
RGP -� - -- 7252.11 -
�' - PROP.PLUNGE POOL A3-67 7 ' ,
a
r r PAD ELEV., A2-30. � - - -, `p,2_p '�„ I�a' ,.. ;" q�- �-� �_.,.\�.\-23- _'232;,ti OENTERLINE� D50 RIP RAP=4' �' i � �s.- A3-14 'PAD ELEV.:,
,1
•_�_� N N.. 0 22022' .,>i ' PAD ELEV.:,' -�_ \`•\ - =224.0 '?moo - 'o- / W S331 ' I
r _ I1222.95' / I, / _;'______- \ --_-- \�_' - `,;gW ,\. - %ti % \\, A3-I5. \.
__�\ TREAM� �'� TW=221.0 ,a � \
EXIST.5 .'� r
- y -204.0 PR IS RGP I �-
I L
--- Bw=204.0 �... PR Ib"RCP _ {{, _ _ _ "_" / •�" ( :
A N SW^.LE Bf ---J; I iA r S _ -;
� PROP.RIP RAP PRO �� _ _- -____ �., ., -_ i PROP.RIP RAP APRON
,
`
2 WI=S',W2=15,L=6,12 / _ ----_ -_ - ,. WI=4',W2=6.25',L=5',D=12
2_ 42-113 = '7 -_-- -�_ / PROP.RIP RAP PPRON 1
TW=204 A2-112 l a 15.36� WI=4',W2=625,L=5',D I2
a \, �205 PR �� �2 \�� `,rY Yk�., �*M12 _ ___�252.30' ( \\
PR 1s• _� � 25� -- 1s RCP A2-114 SWALE B-1 �', , '` � ` _\ e '
- 2
,ry\V 2oa
E `. \ ��\ IH4= 21021 q3 I � - ' �' PROP.RIP RAP APRON 4'1
r , \ 8 = . s� `•�s 5q,\\ ,i,-. �'"" _ _ \
- W2-625',L-5',D-12'. \ \ `r
s' PR 1s RGP f�/ sWALE B N 7 \
rROP.PLUNGE Pool PAD ELEV.: __ \ '\`` \ /
N A2-112 260' /, \ \ -
y4=2za y2•, �. �` ��
22.
D50 RIP RAP=4
,
, SWA
BW-2o4.0 � LE o-B
,\
m
m PROP.RIP RAP APRON - -��,/ / 99 I:,I _ _ -231.76 \30 �.•, _ N 6S` \fie \ _ yin 46 \
A
w1 a,w2 e.7s',L-Ts',D=2r PAD ELEv:
BW-205.0'. PAD ELEV.: \ -
-
�, Tw-2ob.o / PAD ELe.:I ✓: ) A3a._ A
O - - TW=12i.00 I I ,PAD ELEV.,.. -231.� � `•�\\�\�,. `��,�a`,\ /45r y�25120 -
N
n' PROP.PLUNGE POOL - = I - W=22l.b1 23636' ' -
A2-109 - _ „ II �239.99 r242.11' PAD ELEV, I : 11 BW=240.1j '2415L, I;, ..-.\ y52--_- \�'� \9as`.�`:.`,'T.\ '\\�9.\'.." 193 `EW=246 \\ :.� =47✓� _ \
11 J
1750 RIP RAP=4' BW=205.0 + A2-IOQ "__- - PR IS RGP I 242.96' I II PAD ELEV: PR IS'RGP
ry PR S RGP / AI 24246
{
11��H_ ELEV.:PAD
w \`,, ,m \; = I t-- - \ = 2. =25116' P ,I 243.46' BW 341.4 �S'. `RV=24500 - S\ \\ ty. �•
B � �
:
TW-2
'9� \-
�7 ,,,r r `, `. I „ -_ - ...� ,.. �✓\� � - 7.�.,-._ A2-83..... W=2 r.: i�- / '..� �- _ V � �� / II _
w �\r,\ \ --•-. PR IS RGP r-- _, - P .-A2-24� n � � _ --__ � I i ':: ....,., �245.72' - - \ - \\ =24900 - ,\ �'Y. -
Q A2-25 -- `' � =z44m 'BR1s RGP : E \ \ s,_
� PROP.RIP RAP APRON
\
__ _2aa,46 _
'i.PR IS"RGP ;44/ A2-bb _ L j \� TW=24500
'yf'
I
A2-26 � � ��__- _ =244.96 / _ _ \ W=245A0 ;.ALE G-A I r
-W 239.8 15::RGP _ - /' PR IS"RGP 249.10' 74.
OP RIP RAP APRON
Bw-20. Az 26 A2-2y �� / _
/ J _� _ 4',W2
..'
3 PROP.PLUNGE POOL ,• I/ I"- .. - r-: i'. �LPR 15"RGP \ss.
I
� A2-106 r �\� ;`.. .,\
Q D50 RIP RAP=b
-\`\` n2-1m�
p
r,
292A6 PAD ELEV: t \ I - 2 -236 - N$'r W 4. 4• - I r � ,-- \ \ \ \_ � � � pe ` -- PR 24'RGP
=z ': r
� / 236.29 � / „�PAD ELEV.: _ I :. � 1 - - \
i
RIP RAP = 4.9 i / � 239,97 I .cr p 1, \ \ \ �� � ,� i\
`
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Oi% I
:J
PAD
� � W
A
WI=B,W2-115, . BW 210.
?F'�=212.0
,
U '-'E�^1=210.0 / W=232.0 . ` . \ •w? S c-_' --' PR 24'RGP24
,
r, \ _ 'v �i 169 I �� I \\ / PAD ELEV.: // -'y,.•. ,F'R I5 RGP.� \ \\1 - S 2� EiW=237 =\, //
p 'TW-10.
,
,
,
RGP
,ry �,, �...
o PAD ELEv: A2-2o v
v I
=215.3 233.12' � I PAD ELEV.
,
1p :'
r '
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—--—IXPFOP3 LRE :�:• ;�; GRADING 4 DRAINAGE PLAN- SHEET 5 OF 9
m -----r+zwsNroEvur IXwsNr�-vur � _„ � FOR
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PR BUILvIru oc.I%ANNIAL aaNCE PLooDr4An 039739
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PR FtETAININFi WALL SB EX.STREAM& ,'F•F
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Ex.eulLDlxz
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0 PR ACTIVE oPa+lacE SD IX sraaM DRAIN O 8/2/2023 ORDINAL SUBMITTAL EN6II ARCHITECTS,PLARER5,9JRVEYOR5 ANC LANDSCAPE ARL44ITEGT5
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MATGHLINE - 5EE 5HEET G4.1
0IIIIIIIIIIIIII 0IIIIIIIIIIIIIII I(Em/ EWE
----- ---—-- --------
--------------- -- ------
EXIST. NETLANDS --------
- - - - - - - - - -
-------------
- - - - - - - - - -----I _V
7
A
-----
23
BOUNDARY(TMrr
PAD ELEV.:
�_PAV ELEV­
264-55
5KALE C-K 26
_XL_,PAD ELEV.
T`261.14'
7-24-4.0 h A-253.0 ------
E3
4-,
PROP.RIP RAP ON
H4111=4',K2=b.16,L=15 _2
PR 15"'RGP
PR I!--
0 RIP RAP APRON
K=4-,A2=6.25%L=5',V=12" ---------
13N-236.0 I
\11 I Is ------- _-----------
PROP.PLUNrE POOL A3,)5 51 2k2, PR 15"RGP —PAD ELEV, ---------------
D50 RIP RAP=4' bI' 4 -----------
13H-2115.0 =sal24q.lq' \ 11 1 -
P.EL,\ PR IS'RLP
'P.EL, 13 -265.q3
A I --------- ----- -----
I RP PAD PROP RIP PAP AP" ---------------
---------------
­V. ------------ ---------
PRON `
-------------------------
PROP_61P RAP A
----------------------
RON N 2�19F 4I1\I ------------________2�
_�2'44 VI PAD ELEV
N=252.0 262.04'
PROP.RIP RAP APRON -PR 15"R ----------_____-----_______--------------
STREAM N=W,N2=6.25,L=5',D=12"
39
(TYP) Z -------------------------
PR 15" PAD ELEV.: ---------------------------------------
EXIST.FLOODPLAIN(TYPJ BN=2 Al 11
1 '\�ER i 0 ELEV. 11 RGP
rn
50' TFZ�AH PR 151,RGP -----------------
M_
/X­AS-35 Bks ----------
V P A3-38 r
P,
C', PR 151,RGP —PR 15"POP ----------------
-------- ---
x
P.
242.21'
v Y", PF1 15"RGP
o
AS
A+PAD ELE
255.72-
4 1
P_P 241111P
AB-11 PAII
7L, A3-34 246-'T, -P/APRON 4.1
PROP.RIP R kil
P6,N2=14',L=12',D=22
sm-E C-N PLUNGE POOL A3-82 PAD ELF
P50 RIP RAP 4'
�AZ -260.0
PAD ELEV.: PR 15' GPELEV -------------------
G
�j
�7, 'A"O
-,,PAD ELEV
v J X/1
PR RGP PROP.RIP RAP APRON
RIP RAP APRON V41�4',K2=6.25,L-V.P-12"
L-18,­2
1= r '-_ � � // '`/ �- -_ /� PAD ELEI�.:�/ / 7� - -
< I. Kol �PAD ELEV,
I A3-N A3�
A3
65
TH=216
PR 36,RGP PAD ELFM
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