SW8031207_APPROVED PLANS_20040518

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW�7j`Q,U
DOC TYPE
El CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
off! !I 5191
YYYYMMDD

.-..-.i..��.. 1-_. __-. ..�. �-s-_.. is._. .... -._-�.�-�_._. s.-, ��.. .. r�l ��.. ., _,, _-----�..L•���s.�:.�_. _,-. its:�.z
Development Notes:
Notes:
J'urisdictional
1.
All development to be in accordance with the New
1)esigncr's flan Certification.
Hanover County Zoning Ordinance & Subdivision Regulations.
2.
No site construction shall commence until permits are
"1 hereby certify that this plan been pre r�ci in ac
0 "a' c with the latest New Hanover
obtained from the appropriate agencies for the driveway,
County Ordinances and Storm W er Design anual."
land quality and water quality.
Signature:
3.
Sanitary sewer service to be connected to the New Hanover
pric>tedNanreand 'l'itle 1'hi11i P.E.CS
County System.
hate.
Registration Number. 17374 SEAL:.
4.
Fire & domestic water service to be connected to the City
of Wilmington system.
5.
Stormwater management to be handled as an infiltration project.
Pruperty O n�crCerrtification-
6.
This property is not located in a 100-year flood
`•1 (ti�'e) hereby certify that 1 (we:E am (are) the current owtaer of the property and thai upon
boundary as verified b FIRM Community Pane!
Y Y Y
receipt of "Aulhuri atiou-To-Construct-' any cic•arint, grading, constra-tion or development,
#370168 0045 E (Revised: Sept. 3, 1992)
will be performed in accordance with this plan and that the applicable ordinances and rules of
7
No 404 wetlands are bein affected
New Hanover County, the State of North Carolina and the Federal Government and its
by this development layout. g agencies which arr hereby made part of III plan. As the owner. 1 (%I accept full
responsibility for the construction and operation and maintenance of the proposed facilities. I
8. The project accesses Middle Sound Loop Road &Darden Road, 1 1
both state -maintained, public rights -of -way. A driveway permit (Wei will not attempt to transfer of this responsibility without the written autliori�ation of, 1 1
P 9 Y Y P New Hanover County:'
will be required from the N.C. Dept. of Transportation. x x 3o.54 1 1
Signature: r' ��'��-• � �d ��� 1 1
Reference to this use i the ITT Trip Genlumbers.
ration Manual shows a x 30.,3.3
projected 209 trips per day (24-hour/tw-way volume), wi h printed Name and Title:;.. -Jon Mason Member ManT_r 1 \
Date: iG�.? c/r X 7q,5n EXISTING N.H.Co. 1 \
negligible a.m. and p.m. peak period trip 7 SANITARY SEWER MAIN \ \
n/f n/f I n/f n/f n/f n/f x 28.aq x \ \
h
Ogden, L.L.C. Ogden, L.L.C. BJ's Construction Co. Ogden, LL.C. Ogden, L.L.C.ose Elliot xL.C. P n/f�g - \
M.B. 39/71 M.B. 39/71 M.B. 39/71 ' M.B. 39/71 M.B. 39/71 Jett, Jr. Lawrence & EXISTING N.H.Co. SSMH No. 28.
Zoning District: R-15 Zoning District: R-15 Zoning District: R-15 Zoning District R-15 Zoning District: R-15 D.B. 2439-452 Bernadette L. Green SHEET No. OF
Zoning District: R-15 x 9
24 F.E.S. INV 27.0 D.B.nn1 trio: 3
" Zonin District: R-20 24" FES �"2�fl
X,,i _ W/1 'x10'x2' E.D. CI Na. " INV 23.1
�� x 32.59 3z 12 F.E.S. INV 29.0 200' EMERGENCY CI No. 1
x s, _ RIM 31.0 � I No. 9 x
x 32.4323.- - - W/5 x10 x12 E.D. I No. 5 SPILLWAY INV 31.30 RIM 30.85
X 92`� s - - �NY - 29:25 yt 14. 9 0 RIM 30.85 EX. 24' CMP
_ RIM 31.0 LIMITS OF-\ INV 29.33
INV 29.15 15" F.E.S. INV 29.0 1 No, 7 INV 29.21 DISTURBANCE \ x - NV z�9�
X W/10 x10 x2 E.D. x 30. 30 RIM 30.85
INV 29.07 S{ 323� E f - _'� '1� -_ "-x -
OUTLET STRUCTURE
(SEE DETAIL) T F_x3 \ 0 BUFFERYARD _
L 7(T$ IN
t3 ului x v.7g .35 ♦
X --
x 32.52 1
12" F.E.S. INV 29. ( 12" F.E.S. INV 29.0 I �� INFl TRq ED -- _ _
o -
W/5'x10'xl2" E.D.
SEE DETAIL
CI No. 1
r
RIM 31.0
400) ;
INV 29.15
x 32.66 UTILITY &
31.78
STORAGE
BUILDING
C
j
CONCRETE (400)
DUMPSTER -
n/f
PAD
Dorothy White
Estate Heirs
5:1 GRASSED
D.B. 1313-954
SWALE No. 1 u
Zoning District: R-15
x 32.10
(3.5 ac.t)
1
YI No. 8
j
RIM 31.5 �
INV 29.5
x
PICNIC
El
j
LIMITS OF
X 32.14 I
DISTURBANCE
1
X 31.81
W/5'x10'x12" E.D.
Cl No. 2---,RIM 31.0
INV.29.15
-W 41
YI o. 7-
RIM 31.5
INV 29.5
POND ON I No. 3
RIM 31.0
J�I I PACKFLOW PRE R 1
TO BE LOCATED INSIDE
X 31 37 J J 1 lOF PROPOSED BUILDING'
1 j Yl No. 2 I
J. J RIM 32.2
NOTE: CONTRACTOR SHALL DRAIN
EXISTING "FARM" POND AND EXISTING
DITCH, EXCAVATE AND DISPOSE OF
UNSUITABLE MATERIAL AND BACKFILL 1 -
WITH CLEAN, SELECT FILL IN r .
ACCORDANCE WITH SOILS REPORT. III No
RIM 32
-�-- �� x 32.15 -- -INV 29.9
XTSE-
300.25'
to
in 285'
1 11 EI O WRI'
PROPOSED 2 STORY
BOILDING
25;000 S.F.
F.F.E. �3 5- -
x 30.94 A
"
� s--�_E!qARD � . XTSF��.
3.2�' X Y1 No
PROPOSED RIM 32.2 SDMH No. 1
DITCH PLUG INV 29.7 RIM 33.0
INV 29.6
��
-W No. 6
RIM 31.5
UV ?r%5
- XTSF X
LIMITS OF-'
DISTURBANCE
n/f
John Covil
D.B. 803-518
Zoning District: R-15
1.35 - za__
• r �� r 0�0 No. 12 SSMH No. 18
CI No. 10 R1M 30.85
I No. 8 X 30.57 ? 76M -Y RIM 30.85 / INV 29.38
" RIM 30.85 x 30,14 INV 29.31
1) 4 G.V. / 50 TEMPORARY
INV 29.17 SSMH No. 1C x 29.83 CONSTRUCTION
1) 2" WATER METER W/ ENTRANCE /
BACKFLOW PREVENTOR
X 30.59 Parcel #3
1 (1) F.H.o Dorothy White Division
a 4" NHC SS CO Zoning District: R-20 A / OPEN /
INV 25.25 x 30.09 SPACE
' x 79.92 /+
x 30.51� 30.46 5' CONCRETE WALK to W/8.5' MARL APRON x33<4a2.75
IN20' NON -OBSTRUCTED 4/ /t�F
Z FIRE SAFETY ACCESS x 30,37 / /
�I x 30.02 •� /
.Q x 32.43.64 03
3 4" NHC,, 2CO Z
INV 26.1 x 30.56 x 30.04
X 30.49 / ++V
YI N o. 5
RIM 31.5
X 30.47 ,
} INV 29.35 ►��
Parcel #2 (0�
Z' J W Dorothy White Division
! qp Zoning District: R-20
n.fb /
(V x 30.54
f 'V
�.5X /
Yl No. 4 x 30,29
RIM 32.0 ,
INV 29.5 0�
/ n/f
Edith R. 0
X 30.44 Cameron
34 D.B. 1579-1703
f Zoning District: R-20
NOTE: PLUMBING CONTRACTOR SHALL
VERIFY INVERT 0 TIE-IN PRIOR TO
INSTALLATION ON ALL PLUMBING.
COORDINATE WITH GENERAL
CONTRACTOR AND NEW HANOVER
COUNTY ENGINEERING AND PLUMBING
INSPECTOR PRIOR TO INSTALLTION.
SITE DATA
SITE ADDRESS 225 MIDDLE SOUND LOOP ROAD
NH CO. Tax Map 3159(20) - 81 - 5266
TOTAL AREA
6.73 ACRES
ZONING
R-15
BUILDING AREA
28,300 SF
BUILDING USE
APARTMENTS
PARKING SPACES REQUIRED
62
PARKING SPACES PROVIDED
62
ASPHALT AREA
38,617 SF
CONCRETE AREA
11,575 SF
MARL AREA
4,703 SF
TOTAL IMPERVIOUS
83,195 SF
LANDSCAPING AREA REQUIRED:
2,944 SF
LANDSCAPING AREA PROVIDED:
2,950 SF
- ---- -- -32- -- - -
EXISTING CONTOUR
x 29.63
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATON
®
DROP INLET w/INLET PRI]TECTION
�-•--
STORMWATER RUNOFF DIRECTION
CONCRETE AREA
{ D75
LANDSCAPING w/AREA
1--�*■
LIMITS OF DISTURBANCE
- X TSF X -
TEMPORARY SILT FENCE
0I
Fire Dept
a�-
�0
o�
Vicinity Map
(No Scale)
REVISIONS
Description I By
"_1 8" FES
INV 23.1
NCDOT D1 I--1
RIM 27.25 0
INV 22.89 ry
EX. 24" CMP P
INV 22.12
85 LF 24" RCP Z
MATCH EXISTING 0
GRADE U
MATCH EXISTING ASPHALT
,GRADE 28.4t Z I -I Z
8" DIP SS 0 V W
00.4% MIN. U
SSMH No. 1A 0
\ 8" C-900 PVC P4 z E..
SS 0 0.4% MIN. w z
3' � Z 0
o �1
V
\ z �r
\ 0 T�
V
/ MONUMENT SIGN CQ <I W E--I
(TO BE XIII
\� � �D A � w
BY OTHERS) �fcR 0
E-i p
wE" � W Z Z �
G�
�Q W Z
n/1 w !--'--E [nww� 0
Edith R.
Cameron �
D.B. 1579-1703 r ,
oning District: R-20 E- I O
r���/•� �E�-/I�
V1 V�
V
n.
co
I\
to
W 0
w � U
4-1
U Li
0 LO Lo a
W �coZ co co
� I I
0 0 C)
_ N
E-I � a I=t
APPROVED
NORTH CAROLINA ENV RONMIENTAL
MANAGEMENT GOMMI SIC-)N
DI II OF WATER CiUALI T Y
18- HAY- zw4-
RECEIVED
;r n
MAR 0 9
DwQ
�U�f Zvi`
PROD #
Graphic Scale
50 0 25 50 100
SITE PLAN
1"=50'
1 SEA L
_ 17374
DATE 03-02-04
DESIGN PGT
DRAWN JLR
C1
SHEET 1 OF 4
03084
0
S;- 'r :1 .d. :. i'r .s•. -'•r.. •.r .T.,,r--r.-� rl
r }tr ,L••�`.ri Rli r'r'��rr tf �', a Qi, t
1 I Y,I r t I I'� r 1' ,` , S. S , I t 1 _! } . + � r �' d eti . � d % f 4 r �1 •.t Y +� i. r� ICJ t! � 1 l � r � � : - f '
,`•. # , i �: i ,r, S� �..;A•S.}:d: •ada,.ki.....vhe...,... .... .........,... , .• ... .. ... .-.• �.:.4.i.f.YkS.�t'..,aa�ar�,ty �•.,�,�,;n?.jzatt,�,,,.,�: 1.4i,t�, r ,

' '! .': , , _ ._ !,._ t.-`• ,''-M''......_!(_.:lti:cfL:Slli�---ei.';ta:S'�1.!��rr
SITE K NOTES
1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WiTH EXISTING REVISIONS
CONDTIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE. GRATE PER RANCOR a' Descri tlan B
2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN UMiTS 1'-6' . 1'-0' s .OBO SM. MIEY. SPECIFICATIONS HS 2X4 11000 FJ ,,� 0A � � Date P Y
OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN. RESERVED
, -111,(,, - PARKING SM, o STMAKi.
1� CL1111��CL1111 TO � ��• I
GRUBBING3. AND STRIPPING: CONTRACTOR SWILL RAKE AND REMOVE ROOTS, STUMPS, `E HO C s7MM
VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC TOP OF BANK PltnnlNG OLT�10� C % 3/s" CMA RN 1"027
MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION. 9 w+1RS}pp�yAp��EpAgMp���A7�4. MUCKING: CONTRACTOR SHALL COORDINATE WiTH OWNER AND THEIR GEOTECHNiCAL EL 31.5 A A �"OR EIIUNL'400E1 �"-2001 12' HI-R
REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS. =9" it V-0' " .= STD ALUM. SM ASPFW_T PAVEMEWT SURE -LOX PI H(gI-Q SURE -LOX STUB
5. DISPOSAL: CLEARED, GRUBBED STRIPPED OR OTHER WASTE MATERIAL SHALL BE ro READ 'AuuTM PITY $100, (SSEE PLAN FOR SIZEfS 20-37.6". BOLT TO WD. POST E1iV. VANESREMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY. , WITH 3 6' C NDIUM PLATID O INVERT)
6. FILL AND COMPACTION SHOULD COMPLY WiTH GEOTECHNICAL REPORT. N 12' I NUTS. NA►BASHER&7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED - r>aOBr P� TREATED 4•■4• POST ro wa£�T C�"SELeE1rt °"° 01"w FINISHED GRADE FLnW AS OIECrPTm EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND L°000 AND BORDER - clmRFlLL QUANTiiiES AND COMPLETE INSTALLATION TO SPECIFIED GRADES. 3 B MI � �'►�8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE 1 BOTTOM EL 29.0 sEE MARL 2" - 3" 1-1/2R(TYP) PROPERLY PERMITTED FACILITY AS REQUIRED. 3 COARSE AGGREGATE 3aao PsI GOu
9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL ,MAXIMUM U
EXISTING UTILTTIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS P'�'" I I II wil
IN OR ALONG ROADWAYS OR RIGHT -OF --WAYS, PUBLIC AREAS OR IN PRIVATE _ F �B Q�'1rQe / PENALTY a I I I I� a �R° m
EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF �� r vB v ro i 3/g•(TYp) I I I� I I I I� I I� I I ,I 18' 3000 PSI REINF.
THEIR INTENT TO EXCAVATE. IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING. INFILTRATION POND DETAIL �'�p CONSTRUCTION ENTRANCE $250 I ! 1= I I I I r= " ' i E .� _
10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/P�1`B. - =I I I i I� I CURB INLET DETAIL
• I ULW'
RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WiTH NTS 12' I I I 1=�I I I _ A_! APPROPRIATE PERSONNEL LEOEb Aln t1nROEA - cam(wmAi�CJS1 A{1 R� F++� Sli
11. EXISTING SURVEYING PERFORMED 13Y STUART Y. BENSON AND ASSOCIATES AND SUPPLIED BY THE OWNER, LEGEND ANDUND _ wN�
12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE 4" CONC. SIDEWALK �y
RIOROON�NSTOA CONTRACTOR SHALL
REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER w/6x6-10/10 W.W.M. 1 fl P L HANDICAPPED SIGN DETAIL -
13. THE Mrs
CONTRACTOR SHALL WISEPROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT ��
HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER. AT
14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MiNIMUM OF 36' COVER A 30' MINL.
AT FINAL GRADE. ■
15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES. 1-24' P A I�'-' 1R MI01Ese
METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY (p T.O.B.
OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS. ASPHALT 1. A61111 Elrc UIN A PUMOUS �T OF WirLi S 70 P1101DE N®m S°""L"Y TO DE AICK FOOK WITH
STABILIZE SLOPES AS PER ---I I '' POLYesRi,R, apt Em ymm-FXRw1 sRR1OtO,K 2"-INCH IR000 STRIPS AndAo TRIE OEW OF THE C%UWL w
16. ALL PAVEMENT, BASE AND SUBGRADE SHALL COMFORM TO NCDOT STANDARDS INCLUDING wum,
pl SEEDING SPECS 'El I I -III--III �o R!a/ 1wNC11R INL�iIMT OBRRBI.RS RL7RM�kT q+Y AREA AT A rrllsalr OF is Pr ABORIR TRRe wROr NLeT asEsr,
WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS 1�'L 4•�I' IrR'L Ik I ;I I=I I= I I ePOIDRS 70 P�s01eRAyea E. OW� OF Tw Y 0. KAM THE BOrtOY 12 INCITES of TIRE FA M IN A TNMM wo
OR OTHER TRAFFIC CONTROL DEVICES SFWl BE PROVIDED iN ACCORDANCE WiTH NCDOT `� '�� (D �I I ' TEMPORARY SILT MIMEN1r POOL. SMAP wr eE Ugn FDA BRIT -TERM �L IM 71E11CM WIN AT LDW 4 Pi OF D SMw
TO MAINTAIN SAFETY AND TWO WAY TRAFFIC. p�� I� 30' MiN PLUG w APPROVED FILL MATER -III APPUG%TMK T VU1IlT M 1!>aM® VMW 60 DAY& OR 12 EICHO OF COMPACTED SON"
i.�.• / i I I- I 1 FENCE (SEE DETAIL)
17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT L CUT FRMWC FIK11l A COMWAXUe POLL 70 ELrii JtTe,TS. 7. FASTEN PAw0 SECUlli 10 THE SrAR>: NO FIMML JOKM MUST BE
GALV. BAR GRATING - V : 1/e` BEPRi1R1EP MARS. FAsii?I 1RR1 -1 2 OMERI APPED 10 THE "Off STATE. (,■// �(]
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE TYPE J CUPS. ATTACH TO t_1//4- ■ t_t/4• act 4- G�LVANaED - 3 PER afAF(� L,eE"wa' "°°°)°" Eau""`r�n
SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES. ANGLE FRAu1E MORTAR FRkME TO TOP of stRucNUI n M FLOW MEty� wmR A IEHIrRIM La1om OF 3 Fr. a THEIMP OF WN FwwF FROM HE D IP K WELL. iB11117 U THE OROLEo
AND FACE OF WEIR 4 $ 4, SPACE SIMLEE Elll ANDU D THE FE11111 R OF DE mEr 9MV3HON D`HE INIDP'E FROM THE DROP W ro KILP 70FF FROM
18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS DIM ON o E *L iT MAY !!E I� ro BUILD A TFMFOMIEr
A MAIaIRM OF 3 FT APART AIO Y ORAAE 1Fi11 IiRTO
AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. TOP OF BIWK TOE of DITCH THE aDLag APPRmdI11dY to 91CHES DEEP.
°� ON THE t)oHIM�oPE �E OF THE sTTRucnsE
19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A L-L. 31 • FLOOD POOL 30•
CHLORINATED RUBBER ALKYD, Fs TT-P-115, TYPE III, FACTORY'SMIXED, QUICK DRYING, TU-e�1___ DAWN SIDEWALK orr+cH pLuc �r�u1 TEMPORARY FABRIC DROP INL - EROSION CONTROL
NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR r
NIGHT REFLECTING. 24• �P IVTs 1/-'�1•
20. DUCTILE IRON SHALL BE CLASS 50.
21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE NTS IM27t 1 Nfi Af7�7Pb•A W fi � p ,� )11E 07Y WAIN" mvIH 1" DEPRESSION
STRENGTH OF 3000 PSI Q 28 DAYS -AIR ENTRAINED. 2 AL JI�I? AE7&S 1Nrit;CT BE LWA)W WAW pLr C 1'-7'�g" i'-7
22, FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR • IN PAVED AREAS AJ W-*r_WYS Aip�P &Sai L,1RW C4S7 # W 40& f '° 1�b" � I Tom"
BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE 3 TEMPORARY USE MONUMENT CASING• .1 XIM? ALA• Si AOT M- LN7r1>�D All � ��� i H I F�
PAID FOR BY THE CONTRACTOR. n I� If
" GRAVEL � a H2m�
E _ __ r �jFILTER-CONSTRUCTION SEQUENCE f��1 � � BOTTOM 29.0 2" CURB STOP WITHI 2" PVC PLUG"' �R - -----r---- --
1. NO CUT SLOPE OR FlLL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR 29 XEA A Cu E-iiiiiiiiiii
EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL). OUTLET STRUCTURE DETAIL - 0
2. NO SEDIMENT WILL BE ALLOWED Td EXiT THE SITE. ALL EROSION SFULLi BE CONTROLLED -----�------- - I__SECTION G-G _
IN
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION. METER BOX• -- 2" PVC te" LONG /fP COUPLING ■In
3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING NTS (MONUMENT BOX IF IN PAVFMFNT) STORED iN t'-4W I'-41� F�
BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC. 4" PVC PIPE 24"LONG H ,! ��II PLAN OF FRAME
45 DECRFE LLBOW--. 12 CCP �-.._
CONSTRUCTION.- STONE (SPLIT IN HALF} ' T'B" '' ! casr IRON
INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING ?
4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN. m BURY TO 29.0 ELEV.
SILT FENCE, SILT TRAPS, AND INLET PROTECTION TO BE CLEANED WHEN HALF FULL PLAN OF GRATING
WHERE RUNOFF 15 DIRECTED '(' ( r STONE. 2'-31�4" CAST IRFIN
0.1
5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN AWAY FROM CURB GUTTER '- " i IYRr �T LL1B°JFJP �� IIIA�LiJP H-1,x22
DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER SHALL SLOPE AWAY AS SHOW - ' 2 IP BRASS PIPS ar PIrrlNcs ii nW #112 AM?�:!
FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION. Cr
6. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS CLASS A CONC. faW WW-12, W77-12 W
DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM . " 1
ASPHALT
124
ENTERING STORM DRAIN PIPING. SLOPE 3 _ - -- -. - _ ___-- Of 8IDf.KING 1 1 OR ,2 NYA� S - �" ,�„ E-�
7. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW ARIAS TO BE GRASSED. 1 „ O
8. ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS �' - •� • _ MJS t�,s" 2„ 1 1" T„ 1"
SOON AS POSSIBLE BUT NO LATER THAN 15 DAYS AFTER DISTURBANCE ,1B: ---� - - 2'-3" ^ O
ALL SLOPED AREAS TO BE SEEDED NO LATER THAN 15 DAYS. _ a` CORPORnnoN 3' 3" �J,
9. MAINTAIN ALL EROSION CONTROL MEASURES UNITL PROJECT IS COMPLETE. SECTION H-H ^ Z
10. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS DRAINAGE AWAY FROM CURB PLAN VIEW"^ 3;"
PLAN PROVE TO BE LESS EFFECTIVE. 2 BLOWOFF 3' 2 2'-2"
11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION. " DETAIL ENLEVEL SPREADER DETAIL " - �� " --� A �1
ALL PERMANENT MEASURES SHALT. BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION. - , � _ -7 O
MAINTENANCE REQUIREMENTS - 21 2 i
1. CONSTRUCTION ENTRANCE MUST BE MAINTAINED TO PREVENT MUD OR SEDIMENT FROM LEAVING NTS 3'-1 N Z
SITE. PERIODIC TOP DRESSING WITH TWO INCH STONE MAY BE REQUIRED. CLASS A CONC. �-. ,� SOP -I i �, _ 2'-1 � •'
2. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND ASPHALT 5 �I J1 _ 3' -6 11 2'.6 0
SLOPE 3" R -I I- 3 , I ,- 3
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE LESS THAN '. 3.. �- Cp I=
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL ; . T I I PE- -III-' �p SECTION E - E SECTION F - F
PRACTICES AS DESIGNED. ...- _ BOTTOM OF BASIN ELEV. 29.0 U� 0
3. SEDIMENT 13ASINS WILL BE CLEANED WHEN THE LEVEL OF SEDIMENT REACHES 2.0 FEET ' 4
BELOW THE TOP OF THE RISER. 157 GRAVEL WILL BE CLEANED OR REPLACED WHEN THE
SEDIMENT POOL NO LONGER DRAINS PROPERLY. DRAINAGE TOWARD CURB 1/2 SECTION OF DROP INLET FRAME AND GRATE
4. SEDIMENT WILLBECOMES
BE REMOVED FROM BEHIND THE SEDIMENT HEFENCE AND INLET PROTECTION WP I CAL GRASS SWALE 2" CPP H.•.� �-+
WHEN R BECOMES ABOUT 0.5 FEET DEEP AT THE FENCE THE SEDIMENT FENCE WELL BE N
REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. 444
5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING I �� Q SECTION Y CROSS SECTION 6" C��NC. 4000 psi E■i
TO SPECIFICATIONS 1N THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, CURB 1
DENSE VEGETATIVE COVER. NTS GENERAL HOTEL 6"x6"xW2.9xW2.9 WELDED W
ALL DRaP INLETS tslER 3'-a" IN DEPTH TO BE PROWED WIRE FABRIC REINFORCEMENT
W M SOPS 1 -r ON t S>� SHALL E IN LEVEL SPREADER DETAIL ^
2" TYPE 1-2 (NCDOT) WrfH sto A
CLOW •B' OONCHM TO BE USED. NTS s
ti
8" ABC STONE (NCDOT) ALL MORTAR JOINTS ARE TO BE 1/2 t i/B" PIPE mm PIPE >70FE f •
���p L TREATED FORMS ARE TO BE USED FOR 711E CONSTRUCTION OF
Li WPM I GIB Qi �Y SPRM THE BOTTOM SLAB. IM O D. IN 6' G.D 6" U
SSNG DETAIL TIMBER
" " � MASER,, DROP INLET ,CDT ro BE USED N BLOCKING DIMENSIONS •
LOCATIONS SLRaIECT 1,0 IPoIFFIC.0.4
SEEDNl�r MNXRIRE 8"AAIR aRR�4 ya etopLs Mi ji FINAL FKAL �' 4' ABC STONE
joribA Li a �+_ LIEU OF RAY BR ICi PPE Sn AS MANS IN PIPE SIZE ® O o
Rye (grain) 120 W �. IF 1ElIFtiRCE1) CONdE7E PIPE s SET w BASE SLAB v1C11 FD AEI " . " , " »Uumpme PAD w V
Annuof Inpedezu (Kobe in I I-iTI11= C] oQ. p OF B07c. ADD M BASE As SHOWN ON STAAbNRD M-00. ON � p p� 1. 2 UP TO 10 4 -0 2 -6 1 -6 �T�" •�" _ ` CQ
Piedmont and CoOetal Plaen, III--Rif-I Y. CD o V
C.I. BOX lJ- V FOR RF-0' w NEJIBRr aR LEss s• wxL wE+ P!•-0- D.C. " „ , " , " , „
Xorean in Mountains 5p Q N USE 1 WT1LL ro S TOP of wAu 12 TO 18 5 -0 4 -0 2 -0 NOTE: PAVEMENT SECTION MAY VARY r) LaJ Ha1gRr
ornit anI■Mal I.lo.a.no ■hwt earatlon d t.n pwwy cow. In not to extend DEPENDING iJPON FIELD CONDITIONS. & COVER i W An0 HALL Fpl 1fE Ii11APHrMHc s'-0 . olrvRnrlEs � RY UK CIASS 1 OR ... AA11
CONTRACTOR SHALL COORDINATE �� (Ew NR1 COPING REMOVI ° TO HE A&0US ED AOCOiDI6s1Y cum i 113" TO 24" 8'-0" 6'-0" 3'-0"
SEEDM DA�t w/OWNER do GEOTECHNICAL - 0 �Z INICK COPM ICI I - E I IE- , ♦� �'
ENGINEER TO DETERMINE o- FOUNDA1ON F'OUtOA11pR •■"I
Mar■tL-1 - Mow 25W It FdL 15-Me , s COir18! NATION - } Lv c� s'-e• 2'-r © O
B.a■ 25W ft Feb. ,_,R,) , ACTUAL PAVEMENT SECTION. �Z I--{ MAT>?u1L MAT1sBAL
e "'Plain 1pe1'Ovi I, Apr. 15 MAX 45' SWEEP W laJ I I PVC.' PIPE Dl)G"I1LE IRON PIPE BADE I W e�
W L � PAVEMENT SECTION BENDS AS REQ'D o PIPE- BEDDING DETAILS p,
n.: w
Fa11o" r.co,nn,.,daUar. d Gar leab or GOON b/Gar■d - NTS NIPPLE PER COUNTY " B _ z B URBED SOIL _ _�... •:
lard RmeaLor,e and 750 b/Rae 10-10-70 I '<- 0
MAIN ANGLE REQUIREMENTS z - `
I�■"� N
,� C7 co
-SPRING-SUMMER AS REQ'D R/W >1 COVER MARKED C.D. SECTION -PLUG H P
II�N�r � 0- - STANDARD WATER VALVE BOX © � � +�
APPLY 4,W0 LB ACRE sNTARY. ANCHOR STRAW BY TACIM WITH ASPHALT. NETTIi PERMANENT GRASSING DETAIL CONC. CURB L GUTTER rz
to ko
OR A MULCH A TOOL. A OW WITH BLADES SET WAXY STRAIGHT CAN HE $�1� o� O
USED AS A MULCH ANCHORING TOOL CONIC. SIDEWALK PLAN -BEND
i1ADE �felsrl NOTE: MINIMUM 3 FEET OF COVER a _- C :: +� Z � z
PERSAGOIA avtMaass 50 SHALL BE MAINTAINED UNLESS '' G) 0 W
#MANIITENom soomk U 30 :..... : • `. ; D �` w
ReleptWaa B taw ti not V =w ar,d �- cE1 COMMIDNI $ �o DUCTILE IRON PIPE IS USED. SECTM X-X swnDN Y-Y i° v. �I'
rttediet.ly IwM.Aetq eraafon or a0,ar dam■G■. TALL AMU. 5o C - TURBED SOIL - w
WP I CAL NEAR SIDE SEAL CLEAN -OUT Z
Ac IL rn o 0 of
STACK W/DUCT TAPE PVC DR CIP 0 � � trl rl a
(SEE NOTE 2) 1/8' BEND =. © I r3:+„ too
Q' a
TE1riP0iW�Y SUMMER GRASSING DETAIL N DH�D, OMIT SERIAL DIM171SIONS of Box Nk PIPE � K1Ns� �K DEDU 7111i FOR - it
Sam Marnm � A � ,iBE „� � WHERE CENTIPMEDIVi SEWER SERVICE DETAIL RN �E P>ER �. BR>� I,Bt t- PIPE � PVC DR CIP � . �. � .I
PIPE SPAN WM HF)GM SEWER MAIN V ~
D A B H MINw. YDS. R�Mair GORING N C.M. R.C. PLUG w/, SINGLE TEST PLAN -TEE SECTION --BEND &TEE �
A 11IFf'E (�/nBE.I NTS t 3• -e' 0.267 0313 0.037 0.B71 0.020 0= PLUG W/WING NUT 4' TAPPING SADDLE N
GF761AHI MK1ET 40 SEEDM �� I� 1e• 3'-0" 2' 3•-0• v.287 D.31J 0.0.I7 OA76 0.A71 0.047 CSEE NOTE 2) TEE DR VYE " Ig (" r,.-I ,liitj
N THE PIEDMONT AND MOlwEM1% A S M11-S1EwED SIIFINNERASS MAY 1E , Ri 3•-0• r -3" 0.257 0.313 0.037 1.106 0.D44 O.OE6 (SEE NOTE 1) C 0 N ROE. B LD C K I N G r . eMraM�
AT A RAZE ,� �/ APRI. 1 - 11 13 24" S-W 4'-0" 0.267 0.313 O.OD7 1 Zee OA7B 0.113 � U
SUBSTTIWM 30' 4'-3' 0267 0.313 OD37 1367 0.122 4.170 nu . ey. ; E n r
SEEDM i OM WL �S NOTES, NTS F+i 1•+•I
N C D OT DROP IN DETAIL 1. SEVER TAPS TO BE PERFORMED BY CITY L, Or YYIL M,N��ON
MOINTAW - M►Y 15-ai 15 APPLY UME AND FERTIOR ACCORDING To SON TOM OR APPLY 3AW le/oae �� CREWS EXCEPT WHEN TEES OR VYES ARE ��(P�p�p ��USH PAVED OTHER � FO&IDODSO?R
PIEDMONT - NAY 1-/111G. ,8 AROUND AGRICINIURE LUM70 E AM 500 Ie/am 10-Iii F1R1111i ,� INSTALLED IN NEW MAINS LAID BY THE . BUT
COiISTtL PLAN -APR. 15-AUG. Is I. WITH RESIDENTIAL
WALKS OR TRAFFIC. TOP TO BE AS ST�IV"` �HY1�p,�VT"f���AIG i
I. txTMnw,•,OW MAY USE Iwnt wnt uAx. CaIEIa ,' PIA cORAese CDNTRACTOt. RESIDENTIAL AREAS. i i�A�E� NOTED ON PUNS ON ESP
SOL s ooN+lAeraTr wr USE FDCEInRIC ILH ulrr j j `%• Jj
�i 0 2 THESE ITEMS SHALL BE INSTALLED WHEN uNPC �RaAQSyE��� .
NO HOUSE CONNECTION IS MADE AT C.Q.
FOLLOW iE00MRIE01=M OF SOL TEM OR APPLY 2.000 Le/ACRE GROUND Al1aL11L- APPLY 4000 b atxe Cittp 51161W0R EAl1NAli11I OgER OF AMETIHER SUITABLE + + i UM N N
nNRAL LwESTOMIE Alb 75G iS/1VCIE t0-to-lo F1R7Lt2fR EMAIL art an teamN4V / VI iIw lKw eY V4e.I7! VV I -
IRN.CH. BY TALIONG WITH I►AIRILT. ROVHG. OR NERNC 0R BY CREF1l10 Aart 11AIEROLE F7AIE 1< COMER Ncnvs: �V
1WTH A MULCH ANL WING TOOL A DISC 1IDN BLADES SET NEARLY SHAG T CAN BE MIMI,IIAI AY0PACL.` telGtT
i�AUI"ICH R'� AS A MAGI A"°"°� TOOL .o � S4NITARY SEWER HOUSE SERWCE CONCRETE COLLAR l �.O*)JUSTMENT
1. SIDEvi TNKXNE53 Si HE 4" umi IPOTm ORERIIi
- 2. CONTRAC1gN .IOAfNS (C.J.) SINGE SAME AS SIDEWALK MIE1TFt.
___2.OWRIONJ01PLAN , ,r■c m SIDE,1uUt1C TO e" N LAM S wi ,r ANTI$ PAVEMENTAPPLY 4,000 LB/ACIE SIwEE. AIIOiOR ST11Aw BY TACEa1c WITN ASPWLiEErn1c• NTS l_�- CONCRETE SPACERS FOR V 1 I I i I I
U9 A YtIIA ULCHI NCH RING A Dt9L WITH HAIIFS SET EEAIRY SIRN671T CAN BE t6 75' i St Wi NO C%NtB
1P51D AS A Menat ANabiIWlG TOOL 1•-a 11I• !' ADJUSTMENT TO GRADE
EEFEiRJQE TIE FTOLLDMMRI` APRL WRii 'JD b/ aw IEIROCfJI 1E1fAT AS GROWIN 5. 1/2' EXPAX*M AT
JONT (�E,,,RR.) REIIAND
AS " AT 3O ,SITE AT SDEW/11( \\ CAR //
u��nL���N+! NEOIIItLS. LIMY E MOWED ONLY ONCE A YENt WETIE A NEAT APPEARANCE B I / MH STEP - ,IUNC1pN5• AT STRULTURES, Alb AS RIOTED ON SITE PLAN, \�\\ / /i//
wWwW 1 c�•e�yr L1F57ED, OMIT Si1dCFJ1 Alb MOW A$ 0F1ET1 AS NEEDED. 0. �'' aw�II +.+ B. PARALL A CURB
OF 1 6LDG. FELT BETWEEIi WALK AND
�
REERTL� F GROWTH B NOT RELY ADU NTE. RFS4ID, IEPREIIPff Alb MUNCH si- C� ) ECCENTRIC TOP / �/
STORMM. SAANN ARY SE N OR • aAEt FORC a/ OR STRUCTURE.
W. WE. ^ `G A
YEDAIFLY DAMrGE t / REINFORCING PRECAST y I 1c 7. ■ Il■6 /i'. y
FOIDNM EROSION OR 09U FALL -WINTER AAD"cEs INm aAm R>I"I�oRCE -to to w.W M. -
� T�pp T 3W MAR(. SPACING _ SEA L
5' L1A,Al1 raaeM rewwaaw 0 OF COVETR ON RII IG INSUREBEARING - 4W DIAMETV? SM. - i Q
PERMANENT GRASSING DETAIL I , I I�- PRE -CAST MANHOLE
u� SECT ICIJ C ,d" ""d' o S crloNs _ - 17374 LL
TEMPORARY FALL GRASSING DETAIL SEEO�IG I�RLlRE SECTION ON D . aa�Tt TaMt t I.Io A ATOP of CAVER 4 N IMTH ,MANHOLE �"4 Fq� 4 ANESs , '
4 0
Ri SURFACE 6 MEN. WALL THICKNESS / /Q
SEEDM MD TM �. �11 "�'tr nc � - - - - - - - FOR 5" DIA. BARREL \ \�
,Nl FE"..CUE___OLEIQ ) OR Y-RI65 8 " , +evil: tm•l ,,,t COVE -I' p e DI SEAELANr
Rye (grain) 120 eaYDVFn Jam• 2 4 5' TYP Ejr IN GROUTEDTHINSIDE
Aam A ir1 T �l� /�, c !!!! I I I I l 1
RYE ( ) N Iur Iltm AYBAC[ IEIRHT \T i/ I AND G OUT WISH APPROVED I
SFWI- l s DIATES Y z ..` • (2) LIFTING BARS I NON -SHRINKING GROUT
5E£DM1G NdT16 i T• PER I DATE 03--02--04
CMOUNTAINS - AM OASTAL Pt/,Ml and tE Wit} AM. 15-DEc 30T - oEL4Mmt ' ' .�,a+. j= 24 _I o-_ FOOT ,I �i
SOL iMIEWDMENiS PLAN .
w }; a DESIGN PGT
S �. APPLY ,JE AND FERRfgR ACCOIDRRG TO SOL TIS�S OR APPLY 5000-5000 16/orn T (MANUFACTURERS) �� �� a �� Nam- �
r eAEleaM a 6i 6R aAoeel
GROUMI AIRICUILIU AL L6ESIRE (USE THE LOANER RAZE ON SOW Si AND 1'- 31d• 9.625' 1C S 3/4 n�rsrm" "MEA,:,0.uvc i"- ^�`1 1. .$ FQUNDRY E MFG. CORP. - Z n MINIMUM B" STONE DRAWN JLR
FEOL�k d' y • e■��o■ a Los t"w �r USF 710 RING R DP -SSG COVER ;000ao "t °0000c BEDDING FOUNDAl10N t a'R TOOLED 1/4"■1' OEP r/AN
FOLLOW SOIL 17STS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL TACO k/ape ,0-to-t0 2. zs• y I 31' _I
L61ESME AND 1.Doo LB/Ai To-to-t0 FEYn1JZFR. ,. TS• m ,.AIQ .wo M.t A t:,: »,6� /6' A.+w1e w.l� Y11 r= ) '�I - _3-0 - ° /
FT)R NON -PAVED AREASLaas ,Ibltrt t/II'k Toam .LONG
`.� 1� 5 75' SETS' 0.) - 34 2. EAST JORdW EtON WORKS INC.
IIMI{i{. = o 0 0 o n n v o o v v
t'-6 SrI• � PRODUCT % 202701 0-0-° o-o_o_v_o_o_o_o_
�B%/ APPLY 1„AONOL_D710R/eS,M GRAN S0AW1 OR EDIRYRLE)1T CA4EA OF AAbnRER STJrPABtE n _ _ _
OR AAAPPLY H4WD lILCM NIp10RMRG TOOL A oI91( 1W BLADES STRw YTAoSET NEATLY STRAIfIIIT CAN wim As OC WWIEH A Wfli ANC"DR 1G TOOL A DISK WITH BLADES SET MEANLY CLAN SECT I qJ A SECT i OIJ B 1e ' ee_tar+o ■.Y ��.,, G �NRA� 8' MIN. •M
BE USED AS A HRNON ANGgiS1G 7001E RING - 1110 LBS. RUBBER G+15(ET
USED AS A MULCH ANCHORING TOOT. eaeaa[ i - I p 1/2• DATERIAL 1 j �•
WATER METER BOX I �I COVER - 12o Les. 8" ExT�IDEu I(� EXTENDED N ED BASE u�T D�If
� w' 7_, " �' BASE SECTION rCTErVDEb BASE NO ,NOWT MATERIAL SIONE(NDD01)
LN Nb10S SECTION A -A REQUIRED FOR HOLES < B' DES) s' uTc sTi1Nt(NC
C4
MATH TENANCE YAKrE�ICE D�W1i JMT (EA) �OKIRK'IIIOMI 1� (CA)
K.T.NlL
JM6',oq�in N R n lift led oe o,r m mlw,d'' TL. "'""apo� °bed nOW FE ANip1l 4p b N SEPIEL�7t NO 40 6 N R. AN12 " MANHOLE FRAME AND COVER 48'*0 STANDARD MANHOLE _ SIDEWALK JOINT DETAILS SHEET 4 OF 4
J,.I. 16, or.■.■d ■Rt, 50 b/acre Kaba (Plwntaae and Comm Plain) M-4-4 Olt 51MILM RW FERrR1ffRA. A M EEli MWLrAXM DURIN
Or Koran (Mo n6■h") kmps&m in lob Fabnmry or early March. AAFe1 WEATHER. AS DO NCRENNS STMO LOSSES ro DISEI . RESEED FER,IIDE � EM DRAIN ., . NT5 NTS +�+�
AM MULCH 0111Mi0ED AREAS NEDWMY. MOW TO A HE I ii OF 2.5-15 N17E3
AS NEED®. i ' f..
A 0308
]1F
, Ti t' 1�, �iN ,':,.�';T?�.•