SW8950821_APPROVED PLANS_19951017

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 g 5 0 8 Z 1
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

LANDFALL
CUTOFF/ROAD
EASTWOOD
PLAZA
EAST
SITE
TO g-�H
N
VICINITY MAP
NTS 1 \ 1
1
Iz�lQ
1 ( \ 1
1� 1
N/F rA
Wilmington Holding Corp.
Ref. Db. 1313, Pg. 0660 Z
j REVISIONS
1s.3a I Date Description By
0,! 1
1
• 17.98 NOTE: SEE ARCHITECTURAL PLANS FOR LOCATION AND DETAILS I
G: OF HANDRAILS, STEPS, SLOPES, CURTAIN WALLS, ETC. II I
• 15.94
• 18.29 • 18.34 I
I
N/F II I
William & Dolores Brown WATER SERVICE I ELEVATION 11 IS THE
Ref. Db. 1343, Pg. 0049 CITY OF WILMINGTON WATER METER I
SIZE & LOCATION TO MATCH 1 100 YEAR FLOOD BOUNDARY
. 14.60 PLUMBING PLAN 1
. 16.71 `,, 1
i0i' CURB INLET NO. 1 I
• 1s.1s _ _. TOP 19.5
7b's7 - TEMPORARY SILT FENCE INV. 16.0 11.35
I a 98" 10 11 1
• ,z.3o CLASS B NCDOT RIP RAP 9s, \ CURB INLET N0. 213.
w/FABRIC ON ALL 2:1 SLOPES,----' eTuP
ss - TOR # • zs
us / TOP 17.0 . 12.44 ~
DETENTION POND BELOW ELEV. 10.5 --i �\ \ za 97 CURB INLET N0. 3 Er INV. N 13.2 H' - V. 13.0� �2� r 15 SITE DATA
'• 0.7e / --_ '- ~� _ _ - - - - TOTAL AREA 4.489 ACRES
TOP OF BANK 14.0 / \ as TOP 17.5 oo" - - -- 6 ACRES
FLOOD POOL 13.0 / \ 7 G DISTURBED AREA 4.
NORMAL POOL 10.5 �� /-_-,,____ \ NV. 12.8 ns9 �- - 3Ys20' F MIN�C747N _-- "7 ZONING BE B-2C
I
BOTTOM 3.0 TIMBER,REtAINING WALL- ' 10r \ 6 - 0�' - -UTIL1 EASEME Y
- - • • - , � � : - �ii ze � _, is PARKING REQUIRED SPACES 180
SIDE SLOPES: :fzs9 il.86 PARKING PROVIDED SPACES 184
Y
3:1 ABOVE ELEV. 10.5 / w a7 "_ - Tr --- BUILDING AREA (FOOTPRINT) 29,000 SF
} - __
2:1 BELOW ELEV. 10.5 / SDMR'N0. .2 75
CURB INLET NO. 4 - I TORAL BUILDING AREA 45,000 SF
�.- �_ • T.r:>--~ is � ,.- 1 j
/ ,TOP 15:3' TOP 18.7 _ ..; : - - -_. Ica -- 3 to CONCRETE & ASPHALT 93,500 SF
INV: 12.55 "- - - ' D LANDSCAPING AREA REQUIRED: 7480 SF.
30" Fes. INV 12Z5 It1W' 12.45 __ _ 20
ELEVATION 11 IS THE U. NO. 2 - 15" INV. 15 _ _ 30 - LANDSCAPING AREA PROVIDED: 8385 SF
100 YEAR FLOOD BOUNDARY -
IST. 48" CULVERT 3 S INV. 0�✓' / Wes- IN _ 0 'S -- " --1_� sz a.az is 9a 1 ris.ao 9e 19.1 ! ------ 21 z
. aa�� - GL5 n Rr n n L `'--� 1) 8" GATE VALVE O .7
\ G 11
�{� Ip NI
1 1 ' 1 1 8.89
A/
0
VAi1 Er GATE VAL� ^12" BLOWOFFw
I•, 1S.
Edge o1
OUTLET 3TffCT E
-(SEE DETAIL)
1 8" TEE
1 8" GATE VALVE
CONC. TRANSFORMER
PAD, SIZE AS REQ'D
BY POWER UTILITY -
DROP INLET NO. 5 -
TOP 16.5
INV. 14.0
LIMITS OF DISTURBANCE
(TYP)
TIMBER
RETAINING WALL
N/F
Eastwood Two -Twenty Corp.
Ref. Db. 1210, Pg. 0300
RESTRICTED { : ,
S.V. 1 a. R AINI Y,I -. - 3.2$ ;:9 93 • 24 31 / CJ
2 (i ' T
ias.9s AREA - F.F. ELEV 24 01% , ,n4' I 4u1.; :: ^y / LIMITS OF DISTURBANCE
` a E.D. N 0 ( / F• ELEV. 2 oP d2.i8.9 °, TOP 22.75 2 �I , / I'
-- 1.
' �`.b♦P L •;.. �% �J.O .i 25 'ti•.I :.3as1 ry ..kr ,;, N (TyP)
r
k f
,
I r
1 I
o I ,✓
NEW 15' ASPHALT
ALLEY DRIVE pia
U
i
II '
2
P41%
� I I
f
22
1 o?
EIP � `
Control 4
Corner _ - 180- - _ - - 2 R
EI
To Wrightsville Beach If
23 8 _
23.95_ 4.
f-
EXIST. 24" W
OUT ( .:. .
r6.01 - r. 25.5z �2 �`:TR NCH 192O HC. RAMP ' Plr, r.
(INLET NO. 4 TYP) / R NI I 7
i ��, 1• ;<" - �J3,�: s 99.19 I , 7
- -. - TOP 23.3 i r 1 j2 Mon
.-34
MC SIGN L� ,{ ;+ -a .::; \ / 24': .r.
Inu
- 7.�3�.r:ryp TYP (r')1NV 1,6 3 . 7
.. ;. .-..L,�. �.., - '. a• ..i<< �',. .4¢ .:� ..� x2*e',:.H 26 yy <. r_a. /;
H -1�0. 3 .,, . � ti � � 2 � .. � • ,� 24s _ by O
TOP 24.3,: r+ -.x ~ - -.. - a' 9 /
o _
�- ^9. IN_V_1FiA-�" :: ti•? ; :•n' � • ... „� �_. 5 • µ,t: i' ; � rti: 1 •y�•3.47
�I t c
t - _ o.oa e� k SSMH N0. 4 LIONS GATE V
42 5 _ __- 243 e
"*'. 9U^4fVI:::� •.•Y '.` ...,, a :: ' , r�• .:� o' _
1.0� .. .•.,... . . 1 �- Flr : m r ?.1�0�I� k INV. 17.95 Ref. CondTOP 21.7 oSECTION
Book 6 -
„ - -I e, u20;'-:r,t:.`.--____..-----____ _ ". �. ;,. �j • 0.. . .." F E 3 r
`Vll �,
; <. _ N 3 2 �' \\ /.� Page 101
2=�` 1 - Power. ^�'0• ;.:.' TQ r ryaj. < , `, L5D N /t
r•' 2169 t •zf2i091 S ..._.___tih 'V►e'..`.'r INV/ 17.0 ,' r�0/ 12"RC •L•y1 ".gfi90 1•l\ 6�'fr1Y'�-.F yI,5n98\IE TY.P)I, N /•..wwwI
-
tltrY-� ,} _.-_- F '�71e, K.__ '7�..6. 'I N` . NO. 2 _
1 _ ,. � ,. ( TYP� / � � o. DROP INLET
e� SSMH N0. 5 { v `s.1s i e 20 2 N /,' TOP 20.5
---
It.TOP 24.6 ry s.93 l a' Plr t vo v '� / INV. 18.0 V
ower
a INV. 17.65 / 23 P k G - I - ti Frye n, 10 ro , / 5
a
f 7 3 �" / {
0o `04t , F.F. ELEV. 25.0 E l �� Flr • ss,on DROP INLET NO. 6
ti t `" 4 _ t:;;. 3 , UI fi - 23 `k D l0J IS g U -7
4.Bfi k P �:_ .4.93 .9 � I R�7.27 � r 6' i- TO 22 3 23 .. e' Pli.- Pow '�l1 DD
� ( �G� 1""7
ts' i,�r.5 4• r' 7.42 , ` faJ
14. �- --i►f.' ' 1, 26.5 1•.,C pv: E2" OAM .1 pQI Pa �• d':/ 4.53 UUUU\\\\LLLM\\\\��� �c)P 7.0�2� e
u t - - - _ :: .. -- i 6" CLEAN OUT .. � (2000) _ _ __ _ _ -._ � Power 10 � OCT n 2 1� '�
h
_-
D EM
---hl 4016
er .-. -' T ,L / l�
�z434 I �� � \ - ? h : / `----21------ EXIST. CONTOUR /1 c6
.. 23. Pow ir, w W
50, , e.(� h Pal° \ 2 • e'85 DROP INLET NO. 1 . 23.zz EXIST. SPOT ELEV.
_ 25.93 • 24 21 ti j ,TOP _
\ h-4:�^?.,.- r ea ry' s.31ry �, PIr� F-�r.F ae- \ ei. a' INV. 22.0 O O
24 + �! e _ s, (- S 'ems SSMH NO. 3 �'� 9 } (200) �� `I ��`�m 22
:I P,r.,i PROPOSED CONTOUR
rye. oL f' ,� s.53 TOP 25.0 TYP `' I 4 I h o ry�� PROPOSED SPOT ELEV.
/ E-1 it
24 < 4 .'Y Pro 'L �Q k• r
5.89
_JC P3 ti yl F•� `n� ?4.67 I ,' C r
INV 9 / D
c � Pi IN 24 in<, �
z "` PROPOSED LANDSCAPING
.tt1'SO - ® 3 NE I '��. l �r' r /�e � ��� �z (200) (W/AREA) V rli i•I LU LC�
180 /
-` �► - �' SSMH N0. 2 28 y / I c \. --- LIMITS OF DISTURBANCE ^ Z Co co a
i ? h k• S, 15 e• W
ti 04 ti TOP 25.0
RIM 23 6 ` - s. •I f 4P,B&GUTTER V. 16-7 (G/1 ® DROP INLET w/INLET PROTECTION 1.4 L O O O
n' 6.,fi, NCDOT CURB INLET N0. 2 2s
/ a 4' FIB TOP 0 CURB 24.1 ` _ a• E �. �- I o SEE DETAIL :2
/ 2Bvir,e r' s.,00 �r�'� NCD6r CURB INLET NO. 1 3 Benchmark Elevation on ( ) f� a
i ,V' 6aAt.raV.l- NV 20 7 Op of Iron Pipe = 25.14 a O d0
/ s99 a3 " TOP OF CURB 24.1 z ' j / TEMPORARY SILT FENCE I� Z td5. 4 6 PifiE �y +.Y: ie 8.2b 4 5.64 U �Q v.ONG. , ■
t n.A 9 ' � rqe;, O^ �BoGU RIM • zs 33 _ /, (SEE DETAIL) (((yyy
23 6
7' _ jkY5.98 .`26.52 _.,s:-0" �r.: v ,Y INV. 2G 8 ' _I _ - x - _ -- _- x = 1
.. 2 yyQ. - , 4 h..d 5 M h
"Mit - �T ,. 1 , �..a"°Re 2� _': FY�t . °� _ +; • 91. - - Far'. - A ^ rn
g -35' w'25.46 503.62 „ . Fn, I � S. NIP EI�- �I� T W TOP OF WALL ELEVATION W � a
NI "-0411 s. Bell S 51'27' 0` E Q' n 4 ,e .z5.s7 r,,., s. Bell ��
\ s. e.n s. Ben s ::,c R /
Pedestal 6.86 Pedeehal d `� 6 03 a'h r' Petleatial N ,a Pedestial
I 25.24 + P`+i= 2624 , ram. 0 c � 1 k, 59 2s.ey 5'R N o -� GUTTER CURB Elev. 24.58 TIC TOP OF CURB
� \ ` _ } .-.� �- - 6o v1 All, e� o" I T1 IN TO EXIST. /
_ TIE IN TO EXIST. - TIE IN JQ - -
}1�Ben Manhole--CAT6F­-BA�IN �• --EXSf. C.O. � �- CONIC. CURB &GUTTER B/C BOTTOM OF CURB
I SDz3 78 /m , 23.87 �- -.► ! _ _ - {ZCP - - N Z e� PROTECTED AREA, TREES
t5 / t .94 - j 24.68
_ T C 24.40 9 SS 0.40R S R , r s s z- 2 � �c 25.16 2a.7, _ SHALL REMAIN 1ST
i O 8 4 SSMH NO. 1 a, ,. �.•�., y6 ya y6 5ti „h p'� �•
EXIST. SS ry5a TOP 25.0 kti s,w.. /k. n?' sP' �' e e EXIST. 40• �- gib. ,;n. ti _-0Son. sewer ♦ CONCRETE SIDEWALK
0\0� \ INV. lei 35- \ S Manhole \C \° \( ��- \c \C $ \C ^35 RMranhol2452 ♦ EXISTING ASPHALT LANES y y SLOPE TO DRAIN Q-
♦L (TIE IN TO 0 Rim - 2a.5� 0 0 0 0 0 0 80' FULL 0 0 80' T R Inv. In = 17.41
Inv. In - ts. 50' GRAVELLED CONSTRUCTION _
EXIST. SS MAIN) Inv. Out- 97 - - = _ _ _ _ _ _ _ _ _ _ _ _ _ - -Inv. oe<- n.az-
sne9 X:33 ENTRANCE (SEE DETAIL) &'°""3 Tp TEMPORARY DIVERSION SWALE
EXIST. NH CO. 1000,_ _ - - MH tt111 I t 1 fl
Ile
---SAWCUT & REMOVE EXIST. "IN00101 ROAD (U& ffiWY. 74) EXISTING MEDIAN
PHASE I AREA I 150' R/W (PUBLIC) _ _ _ _
a_ CURB &ASPHALT AS REQ'D _ "
FOR INSTALLATION. RESTORE _ _ _
_ S E A L
T20fIINA�CCLND1T12NS.�P�---------------------- 17374
t8" CL51 D.I.P. WATER MAIN (130LF�====- -- -------y-- V --------------------
i6" x 0.25 CASING (110LF) I EXISTING APSHALT LANES - y NOTE: PROPOSED SPOT ELEVATIONS ® CUR �22irGRE'CORy`���\
w AND GUTTER ARE GUTTER ELEVATIONS
1 8"x24" TAPPING SLEEVE y UNLESS OTHERWISE NOTED.
5"TAPPINGVALVE = I _____________ __ __ __ _----- ___-__._=-----'-_ DATE 09-26-95
/- DESIGN PGT
DRAWN MLH
EXIST. CITY OF WILMINGTON121C WATER MAIN EXIST. 247 W EXIST. 247 W _ LUMINA STATION, LLC
'- 2840 SOUTH COLLEGE ROAD
_ _ - _ _ _ _ _- _ _ - - - - WILMINGTON, NC 28412
- - - - - - - - - - -
PHONE [phone]
SITE PLAN SHEET 1 OF 3
1" = 30, 9560
t

WA'efR tdAlorr 15 D11=1120 a•A55 D Ni REVISIONS
AWAY PROM ct", aamm ' " � Y � � ws �N CR05M cam' Srow SITE WORK NOTES
%ti5LOPCAWAY A554011 " " at PLAN I @� " •01•OiOC cuzausf Date Description By
CLA55ACONC CS 1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
CONDTIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE.
ASpI.W,T y„ ! I _ I- - T - T - 7 3 2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS
I I A A OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
I- VEGETNON, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
F N>C 5W. NO. 2 V01Wemotes. MOM O+vN-wool
' S�AIMuIn�• e40.15aOR OKr.°Iw aN� MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
0+11N wRCA11C4� APPlzaeoeOu4L ASPF4NfrAveMeNr rlTnt caNClrcx wl�saseN W 4, MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
PAI12MNA' 41C'b AWAY FROM (:t" racYA V nasrs XotSHWA. GONrIkM REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
I arour 601FIM TOOUTIxT%VALE 5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
ca4c. ca LAR L - - _ - - J eLsv. vHnes
REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
6" 6" ws$OWN rLrtavwArq[ 6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT. -
„ nIMMWAM ImmorrwAae)1 ara7,_ qv 7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
1+IQ:-CASr CONIC.^•O'"'-' w/RCNK.�rF-- /' EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
u u 1614CFr W/aR �� - -
CLA55AGONc III - = I� 17155MOR FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
A5PI 1/ R CON6•rOL&M A*+w-IPAVee7eNr ~OW 4 > 8 PROPERLY PERMITTED FACILITYTHE CONTRACTOR SHALL ISH AS REQUIRED.
MATERIAL FROM AN OFF -SITE
uevvA,lss -- r acweNr L NO. 1^ W T 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
.` �000FslOONc a b a+NDsnu ARCS 1 I5, 15 I81, EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
2' SCC rrs, 2 Iy' ly' 1811 EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
• EI orF41Vi1ON xscrofAMrAi ". fropr PLAN -L THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
t7f6OC MASRRY ou MC" a NMAVYFL OTIS A 15 Ar M3r11CV r N W r 115 VAllDN B , , 11
f212AINAL 1OWAR12GIl� 5t FI w*I`IrNa% M'1•�� A^•�� /mrra.enra,mNxn Mr T �j 5 5 12 10. THE CONTRACTOR SHALL BE RESPONSIBLE COORDINATE TO DISCONNECTION/
ORENKAI1ONe5�5 �'0'°L7Etl M11"��wgylc'ON r'"�" CAFAfthy 25"ro ^�K+�1D RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH THE
A,pyy > M3 N0013SMCYTO FIRVLNfIBWISBtit nCVYNfi!Y653fvC PC+AJr NrPONf I -III- III- ME RAO.1 Ef FOR
ra•ONaAII!10 OUC31 s or slydi FILTER FAI3121C LOI'afION APPROPRIATE PERSONNEL.
C ��� - CROON COiJi9�'F01. Mini `�15G710NA-A 11. EXISTING SURVEYING PERFORMED BY HOBBS SURVEYING AND SUPPLIED U THE OWNER.
b G1,1�3 1�.12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
Nlf5 :. THE PRIOR CONTRACTOR
0 RNST�RLATIONL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
FoWWY V1551PATM 13, BRIAN HOBBS. RLS SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
-I ���KAW� vsclo'MAx.) W5 14. ALLSK.
ERVICECONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
IIIM. MIDI PIX)rNG 12" i
I,EA1ie ��4 M 9ADy,R., METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
a7L'1101d SifEL OR VV0017 POSE
l/ Vvv� rA�C OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
40 I I F }i ap 15. ALL PAVEMENT, BASE AND SUBGRADE SHALL COMFORM TO NCDOT STANDARDS INCLUDING
VI«/r 11WV'� Vf�'1/WL rlLreRrADdc WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
I � MN.12-I/2Gti Q OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
s0, /NIEWI!°�7lMe WIM5 _ L b
2«ScoNr.NCONc. I I ,k,l rn o II/e" o II/4 TO MAINTAIN SAFELY AND TWO WAY TRAFFIC.
IIIPowDCMA I I �� " 1 ,� o A o o. 16 ANY DISCREPANCIES TO S SHALL BE THE ENGINEERADED FOR SITIVE PRIORDTOIrINSTALLATION.GE. THE ATLRACTOR L AREASSHALL SHALL BE REPORT
2 11#91-2<NWOD 6" MIN. SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
17. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS
9' AEG SroNt (Ni 6"ow, �. I I AlkICIOR rAvoc SKIRT A sve fLrvAI1oN AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
GNV.HORQ.Jr. 2„_5„ I I I I (V I A5I2WCIEt79YEN61i 103/41, 18. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A _
Raw, a B" O.C. COARM Aaa�Are fry I I I I I 6" MIN. 12„ !ri WIwortihlew NONRINATED BLEEDING. RUBBER CTIIVEE MATERIAL MAY BE ADDED ATCTORY OWNER'S MIXED, PT ONICFORRYING, \
N '•• FLLGG1�5smvw/G201Jf L.I LJ ® NIGHT LIGHTING. .T
t eI�NIrOIaGNG Pi AEW coPO.YACR 19. DUCTILE IRON SHALL BE CLASS 51. (\\J
„ „ r =LI1 GO,W/LfED51.C5°16 'a/•���/ » n _ F\ 20. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE
2 PVC: DRNNJ5 a 4 -0 •4 a 24" 04, I -III -I It MA i ��v STRENGTH OF 3000 PSI ® 28 DAYS - AIR ENTRAINED.
COveR w/ rLTM rAE9aC I. r9NCE FAarac 5FW.L DE A MIN Or 52" IN W M AND
Ta•Om SMAI a NMXV 1 IVI�I �� %W.L FNVE A WIN. OF 5PAUIR WEBS WIrH12" STAY 21. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR
2 1/211 5rACING, ELEvnIION %CI10NAA BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE
MOTEL FAVEMENr59Cf10N MAY VARY Nrs 2. 1115HALt- 0e FOR EROSION CONmea- VW MIN. Or PAID FOR BY THE CONTRACTOR. (�
129111 7Nr IPON ICED COWIr10N15. I'-6" K I'-0" K .080 51D. ALUM. D6" IN W I PAMC 5K&" M rA51ENEG `vl
•. e, I G �lp MMM 22. SEE - FOR IADDTIONALRREQUIREMENTS__ DATED _____, BY
LLFx4 a 121, O.G. w/ 01 a 47,0MC 4C& F1`0 ROAD -II PA'f P SIGN „ SPA�A'cI°�iuAIAIAL fVl=fv Jw. iiiii rA•eRlc MIN. 12" MAX. /YW�1V1ifi /W
f0 READ tiSeRVED PAd'XIIC'
�I�II=L�� eN�t°°E'>A""� RESERVED WITM'n„''�AT'°N'SYA^°°�.
IR I 1=I�- �I 2" aJt /'ii PAVCMCNf 3CCflON. DOI-T TO WAV. P05r W/ b/ 9" CAWI IM - b. P05f 51•W.l- Ola MIN. 5' -0" IN NEIAif.
PARKING �� �• �� ° WA'�� ❑ � CONSTRUCTION SEQUENCE
4. WOOD r0i 5FWd. Bf A MIN. OF W IN MO-trAND a' 1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
_ PAVE CIIIII %010N § 9" K V-0" K .eeo 5ro ALUM. 5M TO 4' IN MA I�TeR. NAB rAORic 5HALL Be FASTENED rre zi Ire WN!
r0 READ "VM AC=55"". o TO VVOOPtN r0i WITH N10f LE55THAN 4.9 vft 51'W fs EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
b NT5 ® wLlrf0Wv,P05rNmH5/e"cNnIIHn � MII.1-1/2"LONG. 2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED `
PLAWNt"OM15aWAi 6" OD. 6" 6" on' 6" INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
AhaaW449 (� 911xV-0"K,08051PALAN.5111 . MN. MN. MN' MIN. 3. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN Z
3" t7 R «4 a 2411 o.c. -� TO III "MAI M*VI Y 1100. DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER
IIn 12" C62o.-W.6" pq-T.r°WD ri N15 FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.
�� wm+5/e" L1pA p rpyi pAp�gt rNALpAcp.0 III %WAS 4. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS (� Z
�1 9 w`.r V*W � w M",OM13aIiiii 5. 1W FED �TFEONN � DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM •�-.a
GVIV� WINUM , • ,��41 1 ENTERING STORM DRAIN PIPING. < O
W F "ate "'"0 rlassu� AreD 4"K4" F°sr. M11=ING VIACN5IONS Ire 5� As
,, �•yl�D <. y' MN, y. �, 5. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
Nf5 -- -- BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC.
p1it OA © © ON11zn 0 O.P.cW61.2AtD 0 NSTALL ALL EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING l�
e' rn. _ CONSTRUCTION. 1 ^ Z V
sue,,/ MAXIMUM W�l
1PT08" 4'•O" 2'-e1" P 6" - I=III 6. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED. V ,
Q�i W� PH=MALTY /e¢rx) /VKJJI 6/dKM) I ---III „ _ z
-I I -III M viiii 7'LI - 6 MN aA551 oR2 " MN. 7. ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE ASwas ;100 T -- a.Avs l =I --- - - = -= 1,= L j SOON AS POSSIBLE BUT NO LATER THAN 30 DAYS AFTER DISTURBANCE.
p�j (% �jW 1 _ III -III- I I II=1 - n _ _ _ _ _ _ _ _ _
FWCClr�atrld t2lV `� N I " " - III -III- III (= 0 -III- I -III -III- -III-III-III-III-\ 8. MAINTAIN ALL EROSION CONTROL MEASURES UNITL PROJECi IS COMPLETE.
00 mm �*v�-am 'i*V' A�=III-Ih�=I -_ =III- 1=III-1 -� I -III=III=III=III= \ PMORE STRINGENT LAN PROVE TO BEELESSES MAY BE EFFECTIVE. REQUIRED TO HALT EROSION IF THOSE ON THIS
rAaataw wM ^D wl�e =1I I=III=I=III KA'01C XAD`x 10. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
COMMON AQU55 10 FOLIMPM1PN rou PAXION
16TWI e5li C1L` 1 0 � Ta� 50L mi MAtrA7AL ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.
rxs v F'VC rim ruc- ILE IRON F'IM 6>@lERAL Name
599p rr b OM5 �. er,R rot "4 '� `: ` B ALL QFII INLETS, OVER 3'-b' N DEPrH TO ME PIB�NPEP
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CLAse 'e• DCNCRETE ro BE ueED. W
ALL
1 - - - - V� a'4OA' 1 �� ^•� O lV TOFI•B AFM TO BE USED FOR THE CONSTRUCTION OF
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(JRRCR A I Ti BRICK MASONRY CURB TRAP NOT TO BE USED N O
fLTCR rAtelac rL . LOCArIGL• BInJEcr To tR4flc.
1`AiM RI.I.RO/'D C -" - �• (( Ju•mo BRICK WILL BE PERMITTED. CONCRETE BRICK 00
PAI �/� -.�, y �,r� DCADMAN p in TE551'A«fD rL1! 6'-O' MN.) �- �� - - _ - - _ - - - 2 - - - J
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@: or W END _ 11.5 9 1.5 IF REWCgWLD CONCRETE PIPE 18 SET N BABE bi (�
{1 CF BOX ADD TO DABS AB S4011N CN STANDARD 64000.
APPLYLWIeANt7I'ERfI�ItACCOfd7NGt0501 ie5i5.ORARTYD•0006/Oar GCADMAN
anW AaIlI LIA"M ANP 500 b/.w 10-ICHO PeMUM N1O1� PLMI ^ ?EE 5EG110N ^ tvw & sllE 5 y
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PIPE ePAN WI TN NEK4NT N �° PER FT. BRICK MPL CNE PIPE
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