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-- --- I - -- --- - . --------------- - --- :I - I - -- I - - -- - NO - - ...........1 THIS DRAWING IS THE PROPERTY OF THE ST GROUP, P.A. ANY USE, REUSE, REPRODUCTION. DISPLAY OR SALE OF THiS DRAWING WITHOUT WRI CONSENT OF E EAST GROUP, P.A. IS STRICTLY PROHIBITED. COPYRI , THE EAST GROUP. P.A. 2008
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SEEDING SCHEDULE: CONSTRUCTION SEQUENCE: O�
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MAINTEN
ANCE PLAN. P \o �
ING 1. OBTAIN AND POST A COPY OF CERT1FICATE OF SOIL EROSION G'� \ �G
,� PRACTICES WILL BE PERMANENT SEED \
0 17 CITY OF so
1. ALL EROSION AND SEDIMENT CONTROL
AND SEDIMENT CONTROL PLAN APPROVAL. NOTIFY NCDENR P \ �
.--"*\ . WASHiNGTON SEPARATION FOLLOWING EVERY DATE FACE
5 \�
CHECKED FOR STABILITY ANDS 20 LBS ACRE RCES WASHINGTON REGIONAL OF \� O
FF N 1-MAR 31 COMMON BERMUDA GRASS / DIVISION OF LAND RESOU GO III G
CONSTRUCTION.
. \\,...' -• To eATH --=- RUN-OFF PRODUCING RAINFALL, BUT IN NO CASE LESS THAN JA - -6481 PRIOR TO COMMENCING CO �&� •
<< WILL BE MADE (UNHULLED) AT 252 946 �(j
F ERN ONCE EVERY WEEK. ANY NEEDED REPAIRS
0 MMON BERMUDA GRASS 15 LBS/ACRE
K S DESIGNED.
t. CTICES A APR 1-JUL L 31 CO 2. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE EXIT, O� �p
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2. SEDIMENT WILL BE REMOVED CENTIPEDE 5 LBS/ACRE
7`. t
AT THE FENCE. THE 3. CLEAR LAND ONLY AS NECESSARY TO INSTALL TEMPORA
�WASHiNGTON E�- } :, FENCE .WHEN iT BECOMES 0.5 FT DEEP _;'f \L'I
AUG 1 DEC 31 TALL FESCUE ACRE EROSION AND SEDIMENT CONTROL DEVICES. AS\_?ARK
SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO
'11/ �.
COMMON BERMUDA GRASS 20 LBS ACRE CONSTRUCTION PROGRESSES, INSTALL ADDlT10NAL EROSION SITE DATA:
p'�MCi i;' �'~-
MAINTAIN A BARRIER.
C %1> (HULLED) AND SEDIMENT CONTROL DEVICES AS NEEDED OR AS 00 �AC�0 R ;� �; `'�� NED UNTIL ALL
\ I VAR
AlTONS/ACRETOTAL ACREAGE..........................................18.
N \ ��\
3. EROSION CONTROL MATTING SHALL BE MAI
_�-----��\ YEAR ROUND AGRICULTURAL LIMESTONE 2
C ..
�- ..
DIRECTED BY THE
:.
11s \ ;.. �\�., -• ,__.; � WORK IS CGIuIPLETE. AREAS SHALL BE RESEEDED AND
TI LI ZER 1 C�-10--.I 0 AN AL�'Si S i vO0 L1:3S/ACRE 95 - 9$ FOR LATER USE. OPEN SP A� ..
6 ---\ ..1 1 . ;\...3..
L BE REPLACED AS NEEDED. YEAR ROUND FERTILIZER 4. STRIP TOPSOIL & STOCKPILE ON LOTS
. 80 B L ) REAGE /W. .2.32 AC.f
17 NCS , ,. .. ...
�.
,., AND MATT1NG SHAL
A E
2 TONS (APPROX. "'
\-\, I � ; ROUND MULCH OADWAYS 0 A ...-... ............. .... ....2 I: _ ANCE EXIT IMLL BE YEAR GRAIN STRAW ACRE 5. INSTALL SEDIMENT FENCE AND BEGIN GRADING THE R\ SITE : �• RARY GRAVEL CONSTRUCTION ENTR / SMALL / LINEAR FEET OF STREETS............................. .• 4. TEMPOCy0
I \ `�'; PERIODICALLY. WHEN MUD BEGINS TO BUILD UP,
\• co ,� - � -�_..�.�, INSPECTED PERIOD
& LOTS.
W
NUMBS
/ , w ,, - OUTLET STABILIZATION
..................................................
-�..NI Ty f
�. � --- -�- . THE ENTRANCE WILL BE BLADED OFF REMOVING THE MUD.
\ �-�-�'� ANCHOR
TACK WITH LIQUID ASPHALT AST 6, INSTALL DRAINAGE PIPE WITH INLET & O 2
YEAR ROUND ANC AVERAGE LOT SIZE.....•.•••••••••••••••••••••••••••••• •
qY _._ \ \ \, - PREFORMEDPIN #........... 6.4,000.090-0.0-.0 150222334
l%l t
I AREAS
WILL BE FERTILIZED, RE-SEEDED AS ©400 GAL ACRE INSTALL
\ ED 7. GRADE DRAINAGE SWALES & DITC .
0 r \ 5. ALL SEED
HALT SEEDING.
33 1 ~\ \ ACCORDING TO SPECIFICATION IN
�.� CHED OR EMULSIFIED AS
SCOUR HOLES, ROCK/SILT CHECK DAMS, AND TEMPORARY DISTURBED AREA TOTAL.......••••••••••••••••••••2459815 SF
OCOWINITYIII l\ NECESSAf�Y AND MUL
�400 GAL ACR
1__ - ". .1 Al r= THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE
8. INSTALL TEMPORARY SEEDING AS NEEDED THROUGHOUT THE_.� DISTURBED AREA WITHIN AEC......................6,
1 . .. �.
._
%
,'' t
S VEGETATIVE COVER.
CONSTRUCTION PROJECT.
IMPERVIOUS AREATOTAL
VICINITY MAP i:\ t \ SE ING
Y
AR S.
�, __......_�_\ �, I , \.�__ CURVE DATA TEMPOR - 9. INSTALL WATER MAINS AND SEWER MAIN IMPERVIOUS AREA WITHIN AEC.....................1,790 SF
NOT TO SCALE \ 1 ,\ !\ D ATE INCLUDING THE PLACEMENT
ii i \ \ TATI VE PLAN: 5o LBS ACRE
E APR 15-AUG 14 GERMAN MILLET 10. BEGIN CONSTRUCTION OF ROADWAYS,
/ \, �.; , , i / / �It < i \ \ ,, , -,� VEG BASE COURSE.
/ �/ / \\\ .� :, ; \ N \ I _ R 1482 9 8 __.r-, \, OF AGGREGATE
;� ` � ti - ..__ / \ : - VEGETATIVE COVER SHALL BE IN ACCORDANCE :
/\\ -�' r J -• i i = 5 (GRAIN) 50 LBS ACRE ELIDING PLACEMENT N GENERAL NOTE
�. \ / ;\ \ ', , v,-;- / \ t , l \.._, L 115.7
/ \\ /t i \ \ ' \ ING SCHEDULE AND THE AUG 15--APR 14 RYE�• i _ __
.. SEED 11. COMPLETE CONSTRUCT10N OF ROADWAYS, '
i _�,,, . -; * ;� •\ --^- TAN-57.90 �� -; �� THE VEGETATION AND TOPSOIL SHALL BE STRIPPED FROM FILL AREAS
OF ASPHALT. ANY QUESTIONABLE OR UNSUITABLE SOIL
1. ALL
\ _ _ / \
FOLLOWING SPECIFICATION SECTIONS. 400 LBS ACRE PRIOR TO PLACING FILL.
\
/ \-"-, ..� Ar - UND FERTILIZER 10-10•-10 ANALYSIS /
,�' .. •. /. _._. i ``\ � YEAR RO INSTALL LANDSCAPING AND MULCH AND SEED ALL HALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER.
, % , ,� \, _ SECTION 02110 SITE CLEARING 2' I XPOSED WILL, CONDITIONS S
�.._'- , �\ � \ I SECTION 02120 EROSION & POLLUTION CONTROL .
i
- \. � / �, r� \ t �\ CURVE �2 .�.._...-,\
DISTURBED AREAS ANY SLOPES L
N TION OF ANY PHASE 2. ALL FILL SHALL BE COMPACTED TO AT LEAST 95� OF THE STANDAR
`� ilti. t \, I \. S TION 02228 CLEAN--UP & SEEDING
WITHIN 21 CALENDAR DAYS OF COMPLE PROCTOR MAXIMUM DRY DENSITY (ASTM D698).
/i //` \`..rr i \
,x. ,j Xa 1'\ `\ I I% It : � \, R_310.00 '---'
_� OF GRADING, BE PLANTED OR OTHERWISE PROVIDED
/ • / i \
%
\ \ ,i ! L-521.87
\ � DEVICES OR 3. GRADING CONTRACTOR SHALL SEED AND MULCH ALL DISTURBED AREAS
\ i/ �// 1; -' � . \ / t'` \t `` } - AN=347.0
i
TEMPORARY OR PERMANENT GROUND � � IN ACCORDANCE WITH THE SPECIFICATIONS WITHIN 21 DAYS COMPLETION
,A\i t/�y // \: \ % Vti E \\ \\� \ \ • st a �',,--_-,-\ '-,_', �, ,�
PROVIDE PERMANEN
/ 717
I � 96
2 STRUCTURES SUFFICIENT TO RESTRAIN EROSI
' OF GRADING WORK. UPON COMPLETION OF THE PROJECT, THE GENERAL
1/ , ,\ '� / _ , i _ • -•--- - �•'r \'""••__\ ROUND COVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS CONTRACTOR SHALL INSTALL PERMANENT SEEDING FOR ALL DISTURBED
�• /{ �'t \ ,\ ,; �..__=\ %/ \t �7.^ : ;\ LOT 30 OWNER: \,��" �\ _ • `~ ICHEVER !S SHORTER FOLLOWING AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER
'` /-� \ i ?, I DA BRILEY "� OR 90 CALENDAR DAYS (WH IS SHORTER FOLLOWING COMPLETION OF CONSTRUCTION 0
r \ / /' ;, : / ! I i, - �, J.D. & GLEN CURVE #3 - OF CONSTRUCTION OR DEVELOPMENT. IN THE SPECIFICATIONS. ALL DRAINAGE
�� ,Y r \ , 1, / \ / \ \ \ � �� COMPLETION
i t \ =740.00 DEVELOPMENT AS OUTLIND BY THE GENERAL CONTRACTOR TO REMOVE
%t `\ \; / 1; / .- --i� \_._"',\ / :: \` ` R .__�"% ~�� \•__,, STABILIZATION AND INSTALLATION OF ALL M PIPES SHALL BE CLEANS
/ � \ \ - i 13. UPON SITE ACCUMULATED.
t \ ;/ 1, i i I h;�, L-188.85 \ ANY SEDIMENTS THAT HAVE ACC
Is tt `< N, /4. // ' �--� \ i �\ % _ `.--_'� �, EROSION CONTROL DEVICES, REMOVE ALL
•i c , c \ \ TAN 94.94 PERMANENT
\ / ` ; w /4 ` ~• \\N/ ' r-- ( ----'` SHALL BE BACKFiLLED WITH TOPSOIL AND RAKED
\ , / (� t `"` --�- �` ```� 1�=14.37 20 TEMPORARY EROSION CONTROL MEASURES.
r %
`l t']"/ // 1 S 4. ALL PLANTING
111 �--• �� �� DOWN, REMOVING ALL CLODS AND ROOTS, AND LEFT READY FOR
G.
�� \ , .�'. �"'\ %`I _._.- �-° \ �': �-,.. NWL SEEDING AND PLANTIN
,� �� \r , ` �; �\.._--� r� _-r• _---- + 39. �`� -, Y .: �: �,_,•, 1 t EXISTING PIER BE DONE IN
t ;.. 1 ~\. r,'-.- I \ �' ~\� �-R=�:-._t'�I '1�1 : E 9 9�. �i Li f`!V t t�
M _
I :: ,.
q
5. ALL UTILITY TAPS, CONNECTIONS AND EXTENSIONS SHALL
\ \� �,:. ; /„�,.--�"-_ __. -� ! _ ; \ 3 ,-\ S 43••�. -•-?GW ��Y=A; � �«I't'� :uE 50 RIPARIAN 75 AEC, TYP. _ �� TO REMA N ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL CODES.
�� - _f--` / \ 21 \ ? 23ti PA f Lk`0 RIVER. ,MEri;�DER !�N BUFFER TYP. ,
,. 2 / ...� 6. LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE.
-----� / I ; I \\ \ 0 ' E �� ���� : r, ,.,, ', ,f� _ --r`'� 0 X. JETTY � LOCATIONS AND COORDINATE CON
'.-. � f r--z / ;�--�_ __.. 6�``..�-- _ =c :. R�.;�I•Y: ._ _:L,A E.tul`� _..�. _--- $ 51. ,�j �- ----^ CONTRACTOR SHALL VERIFY _ „
�.\1�r... '.. :V / "-,I/-r \ 2 8 ,;.� A :_ -, 24 /� E � FIELD Y LOCA -ONE-CALL! AT
/ � i I _..�. r ---. \ \, --- � .9 i,c r: E :t P. i A I �i H ;r� � 36 � � ��._ �� PROPER AUTHORITIES. CALL NC
\V / " / - - .
t - .� .- ..._ 1 _ :-I_ \J:,:,�,• :I �. - NECTION WITH
\ / "'" 3 --Y' -- - --- i^ `- �.-''' _1` :r'7 N•0* 161 - ' ---..� - i - �'"�- 4.83 1 98.94 9P \I. `--'-\• 1-800-632-4949 48 HOURS BEFORE ANY EXCAVATION IS BEGUN.
t - _I__ ---' ' / I ;, �. '�� `b _. E -- "�1001% 1 834. .3�f '' // ��`�._._.t 7• ALL PERMITS AND FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS
/` - -, I ! ,- -�": i' % i '' ��'� -`.~``� 62 91' g4'---r� 74'7 --' ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR.
/ i ._�--'•�'"- ! ;� �� ��1� q:y ��, �� '' '� �.-" 36.37 -�. __ :,; W EASEMENTS AND ARE
/ �:-- ' -- -- - � 0.21 - :t •--- CONSIDERED DRAINAGE EASE
/ --� : .�-- I. .. 6 ---.. : a \ a. ^ WETLANDS AREAS ARE
-.---'""/ 1 _ ,. I � � •�•.e �.. L 8. ALL WE
t - WS
.., 1�\ I...I ISUBJECT TO THE HOME OWNER ASSOCIATION AND NCDENR RULES AND LA
\ ; ./' /% i// / ``a +� __._.. ---••~'"" -.,,_r \L,..,______ \ �'' ��;� - `� ! -'# ! cy1. '�• \ 9. ALL LOTS TO BE SERVED BY CENTRAL WATER SUPPLY AND CENTRAL
/ao (43�0
i SANITARY SEWAGE SYSTEM.
O*A
i/ _ , r \% .�- -� .� 0) ���,(`�,. I ,L:� i . .* N I 0 �/� i ----�t 10. AN NCDOT DRIVEWAY PERMIT IS NOT REQUIRED.
i / : -,i _- -� ._ •,e• / ! `�• IN N �..•- w co NCDOT ENCROACHMENT AGREEMENT IS NOT REQUIRED.
L / _ �,. 00 \, (0 11. AN
f i -, j ` _ \., (0 co i 12. AN EROSION AND SEDIMENTATION CONTROL PLAN SHALL BE APPROVED
f"� '�� '// /t \T' _ -___...,�----- "_�- l +, 'lol _ �, .-, ,/ t ;��. _.. __.. ____ _._ -t-- _. � 5 w 40-I '� (p (0 2 r- 3 ^ co L .. `,w-% _ /�'*, PRIOR TO CONSTRUCTION.
I /�/ It/ N I \ \ \ ,.161,1% \ 00575 9 II 6 0 Ui V�' REQUIRED.
i /!A /' ""- \ � \. ,-,t^ ,ram' \\ \ ^ PO ---tt. "' I I ` .. \, // /
i /' V
/, _ r-� \, _ I REMOVE EX. f _ . ,
13. A STORM WATER MANAGEMENT PLAN I
_"_----/ /� �_ 1 i' r,'� p 8F 610-'F `� r \ O 14. ALL ELECTRIC LINES SHALL BE UNDERGROUND. ROADS ARE PRO
t- , E / � � � C � i� ,,- �,� I � /�. � CO ,& IN�AL� � C�' 10,634 SF ^ 10,341 SF 10,06 4 SF �, 8,929 SF 8 08� SF --- -�9,.569 SF �. �5 - � \ O• ��__r. � � / ; TO BE ACCEPTED BY THE NCDOT OR PRIVATE AS SHOWN ON PLAN.
�___ /r -� ,,� � - �. , 8,290 SF --- 11,208 SF ,X cP 1 -� ti ti / ,
t 11 i = -�S'' 45 BEND o \ cs �� i
1 , 4-� _ ! ,, E LI ROCK C ry / �� -� •\ ~`�'" 15. POTABLE WATER PROVIDED BY BEAU
COUNTY WATER CORPORATION.
ii /' % It
\ ,., . _ �. PC►RARY C0 ` D!S CHEC .�'
�, EX. Q \ TURBAN K DAM 12,722 SF t \ �p s .�- 16. SANITARY SEWER PROVIDED BY THE CITY OF WASHINGTON.
i t / ` i •
/ 1 -/ . -\ _._.. ;.:'� CONSTRUC ON N E , _,_..- -_ K
' / -- - __ �,• EXISTING VALV \ 30 MBL ( Typ 30 MBL 6 . r- ---"- ER S ASSOCIATION WILL BE ESTABLISHED BY THE DEVELOPER.
� A \ �- ENTRANCE G EW �.. --- -•- - -. ._._. ____ _._.. ___._ _.. IIIIIIIIIIIIIIII, "I \ / /--� 17. HOMEOWN
/IL. ti ; 1 _ -- r_j PAVEMENT AVEMENT = - ____ _. _ .
' i t __.-- / I EX. ROADIII / 18. GENERAL CONTRACTOR SHALL VERIFY INVERTS ON EXISTING STORM
1V/ Ii / I/ __�- -�""` it' \ r,• ! I «_ _.•__ `.. .. ...�.�.. .., �, -_.� .-----I `. 13,910 SF "�' NyVL `�\\ " / / ___�Of �, DRAINAGE PRIOR TO CONSTRUCTION.
•-'-- SURE MAIN / �., � .- �•• � � � �..,,.�,. � // �' ---'\, 19. CONTRACTOR SHALL NOT COMMENCE CONSTRUCTION OF WATER MAIN
.. ---� % ' / / ----� EX. 3 PVC PRES 76.59 65.11 ' ! ,/ i �'r \ �� \ \ / --\ OR SEWER SYSTEMS PRIOR TO APPROVAL OF ALL PERMITS.
60.00 60.00 /_.r -' i / ,/ __-_---._._.-_ _ ,. P. ...._ _.. _ ..- - _ _.�..,�" / 6 0 0 60.00 .0 , ` EXISTi�IG PiER
K \ . ___- _ _ .-_--• � / 3? - IN PHASE 2 OF THIS
` _ ---�" _ SDR 1 PVC PRESSURE MAIN •50' - EX. ROAD �' /
- � TO REMAIN 20. THERE ARE NOT ANY WETLANDS LOCATED
t t � �.- _____.- PM -- Pm _..,_ DEVELOPMENT. BLUE LINE STREAMS INCLUDE ALL CHANNELS DIRECTLY
X i / .}---- __ - ---- --. ---- �, TED TO THE ICO RIVER
- � � � �• / CONNEC PAML AND CHOCOWINITY BAY.
t t yam-- - , dha _ La_-__ __ _ 4 S 6 7 w y�,
--1-' l ����i _.-.�-.r__ . All ___•__._.._.._ �-6--......+......__ f ,06.-.___�__._ ...._.._«_.._. ___ - �, _. _ _..._._ _ _ - _ -_ _ __ _.._ • _. _ _ _ __ - ' _ _..._ EX. STORM PIPE 1 -\ / /
of
_---- �•�___...._ -.-- -.-�._,._.... -.__ __ - _:�-�- -2 1 w.- C WAT ER I I �_'_ --._.__ '" 4 TYP. (TO BE REMOVED) ----_... - '` \ \ EX. JETTY / �'_
-� � -.�-__-----f" _._- ----:.-'. - __ -._. _--• \Y\\ p-10 11EiL _.._ -- -- E�. ♦ \10,626 S� \,,_ ,/ / \
,_ - ____,_._�_____ __ •--- :.-s-�� •-�- _ _- '-.., 6 0.10' _68. 3 _.._ __--- -- 6 C900 PVC WATER MAIN ,� •-- --- _._.._._«_.. �5.1Z3' -, _ - - 7 ♦ S 4- f /
...--•--' _.Tom, .-- 16 V'? __-.I: - , 8 O ' _« ._._. -"" -� \`�' \ * sr / / __--',,
�- _._ - * _�_,,_,._. -.._, 7:-#8 -'-- , 8 0.0 6' 6"Z: .40-----• -h ------ -----_._-_.. \ \ ;---- �` -.--1
---�-_-" --- ,08 EQUATION -- .1 / / j ----_..�_ 68.00 60.00 60.00 .f_ 74 _ � �-
..�- _ _..- 60IIIIIIIIIIIIIIIIIIIIIIIIIIE
.22 ;, ----._�'�,,�_\ _ �, ?•�S• '` 02 46•, /SII \.
--.-,--\ J
==-~ __--'-= v I +33.99 ROCATED \ --ow-ev.
_._� _.12�._
-' r-.- - 6g.27 _ +� M--e�_ FH ASSEMBLY tiot UTILITY TEMPORAf�'Y -R -L --.�_� .--_ _ ~''' - �\, sp •53 , , 6 S 62'17 54 E __'\11,
__
_ _----.-- ____._ _____ --- ____.. 3p ♦ � \ _ .�
. � CONT
� _- ...-IIII` TYP. _• _. _
.,k > >,' ``- el '�\ 9,245 SF �� _ -_ .r-_ ! �:, `,. -/ _ N �� "I �1.00 SPOT ELEVATION
~- 10 8 P R 0 0 S E D 5 P��TE _.Ill_ P VM �� �� �-- z 90
_.�..; - �� �, \ 10 / _..� __.. -- - -- _. 1 {• - G STORM DRAIN
Jul9107 _ i __ I � ", •� - h; �- = i _�, r.. = EXISTING 110 __ w w .... "MMMUM_. � N 11'\ \\\_� ry �_�� I NWL
\ - 5 �• --��-...,.. _.,��. �• �. _- I = NEW STORM DRAIN
111 _ Q
"*11
w
l`� -- - of .. tp N \ `
112 N 11,479 SF _,� ._.._- _ � ,ri N `� 1 i ; = WATER MAIN
0 11 235 SF --_._ _ .,. N 10 4 `°''� 1 (6 10 0 x 6� _ _ �� -- EXISTING
� I/ 102 N 101 N
_ ...a 113 _ v N
- 1�,221 SF rn _5.--- 7 _ 9 676 SF °' cv cv o 9 9 --- �• -- � coFIIIIIIIIIIIIIIIIIIIIIII- - WATER MAIN
.i \ �`' 10,223 SF _- ------ F- ,� U i 8,091 SF M 7879 SF ;I cV ,_ �, - 2`L y� _.-.-.� NEW
t I.I In `� `� (O i'� r• l �'` �' \ vN IIIIIIIIIIII ^i _� Iv ,__✓ ___.--'\
1 d. 10,046 SF a; _ __ / ;,, \ � 12,004 SF 1 $ �'. \ --PM-- - EXISTING PRESSURE MAIN
Ii I } W � - 00 �..-- 8623 SF, �655 SF 7,594 SF 7,554 Ff 7,510 S of 1 �,s ,. ;- If. �___--- .�___,,�
10,579 SF �i ____ / rV :� ` /,- _b' ,,,,,..• .w....► 6,9 41 SF ` '\, ,
t. (0 _ 75 AEC, TYP. r , \ _
i _ --cA
•\ �, N �' \�- '� ____pM---- NEW PRESSURE MAIN
,; `! 'n __ 1 20' DRAINAGE 9 8 \ I =
"to • -•-_ PIPE N 7 Q 50' RIPARIAN H - -- --- 50 RIPARIAN BUFFER
15 DRAINAG I ,-: C \ r' ; ,
_._..-..' __ 0 W _...__ _-_ - 50 RIPARIAN ,,/ a PROPOSED \ \`
rn ._.__ --- - EASEME T . - - M' �- TYP. EASEMENT 36 k + ti °- � 28�3 I BUFFER, TYP.
r _-. -- i BUFFER, TYP.
SWALE, 3 \ = 75 AEC LINE
---- .-- NWL �1 75 � � ,, �"I�, _ 7,348 SF � \ d' I ,�, PIPE
.._...._ ----• - gg� � _ - T� � \=r) •� �T�� � � �o V \ �' � 20,363 SF I _ RCP = REINFORCED CONCRETE P___ ---- _ 58.5 ' 8. 58 58 43 8. 60 0 0 46:90. _ 49 �c0 >>, \ . "I ,�F ' '-'\,, FES = FLARED END SECTION
__ __-- __ _ ... .._ -... __.._ -_ _ 5 0 5 � 45.42 -�.. �� � � � � � i� LIMITS � __._._ ,
-- -}-- _ .- •- - - �� 0 67.81' o `' ,6 �: �� 0 6 9 60i�\ 'r ; DISTUR$ANCE * i \�.___-� EX. = EXISTING
_-
H 1ul - \ f o N64'48 34 W '��� ,�. � „s�,.� ... •� S� ,- O `, t % :� - --..--",\� FFE = FINISHED FLOOR ELEVATION
V/ 11 \ VATI ON
i _ , f:_67.,.4` 2.52 4c►? N IN \ M ` , � �. Vol -i u, ti -_.� = LEVATI0N
4 - -_r __-- 7'S9 H1 "-�� ,\ ,i t"' .;3.00� : PREFO ED f EX. WA rE \ � � IN V. 9 7 0 \ � � F. ► '•� ...._ __ _«- _.__. _ U�_ �t11 -,� FE FINISHED E
1. �- _- 1 N66 2 .-..--,, /I -, SCOUR , BAS►N R SLID \ f j 3.50 ._-- \ �� �... EP = EDGE OF PAVEMENT
i _1 - 1' 141.fi3 �., -_,., ,i • --- HOLE 2 \ j.: C TO BE ` t � i °' = INVERT
Oi 7 3�.._ _-' 3 27, 6 0.0 » E X. P I Li N G, �` "i r, # �N'` LEANED OU \ j - ` � 71 \; O I N V _l N
I 16; 4 65'49 04 W N ALA\.._-----\ TYP.
�° TYP. = TYPICAL
12 N C A = 1 ,� qNp FILLED T \ °N9 6,972 tiSF �� \ ! ,
t 0� _ 64. 239,66 ��, EXISTING �._.. _.-....�- --=*=•�- ; 00 T � j .r •� S \ gbc• f ! 'i wp ..--/\ CO = CLEAN OU T
___. ._ .._.__ _ __ _.__ _.�---- END OF EXISTING �._ -_-- 91 0 00 N sr _
•� r.._ _._.-�.� 04 W �\.._.-, _..�..�• o cv o� j x � 'A , + ;� � 25,153 SF \�,, ._..__�4.' � � TYP• \�'_. .,,,� RED. - REDUCER
___._ �• 7 � -.--- .; » 75 AEC,
_ . N6 04 HAD __._- 2 1 - _ t- i� ,
=-'I- �" 76.86 NWL END OF EXISTING �'_.-_.�� BULKHEAD -��_._ -_-- 0 S �06 4 _ _ _� r \o \ ai 9%3 ^ + \, FH `, : i �-7 a \ \ G.V. _ GATE VALVE_,, o ---• T MPORARY, r \ p __. _..._.. __
J = 9, 4 � r 3 6' '� \ \ -r• �� SMT._._.'- ��._�-�- 0, 0 281.32 _ - ---- --- 9,786 SF cv � ASSE�LY i OAD \\, BULKHEAD - ILT FENC � �: N. . EX. R CO _ \_�,,,� G E - RANT
-'` - S � -, �. 6,820 SF = i. \ FH - FIRE HYDRANT
LOT 31 OWNER. �_"-,� ....� --- __.--
�,-_._.- E _ -"- _ -- 5 5�sF f 7 3 7 3 S F .:: 't !N v. x O� �` i f \,» 1 6 _, TYP f , t -4 ` \ `� B.O.B 0. BLOW OFF
CUSTODIAN/ 4 ,n 7 5 _ -- - F 9 5 5 \
EQUITY TRUST CO. CU STO / \`__.,\ 13.6 S67'2 __ ...__ - A H
�r / �' \ ---�._ 7,925 SF 3.70 QQ \�' (-A �` -_,,,� � ST SIGHT TRIANGLE
R 30137 N /* �' ELEMENT/ _
ANDREW PFEIFE # 0 . "' �'` $ -Y�,,. DRAi •`'' j � � w . : � � � ', .. \� � SE SIGN EASEMENT
116.97 ♦ 9 , NAGS LIAMIT$ OF G 0'
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