SW8941115_Approved Plans_19950406

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LEGEND
ITEM PROPOSED
RIGHT-OF-WAY (PROJECT) --•
PROJECT LIMIT LINE -----•—'
RIGHT -OF -WAX OR BOUNDARY
LINE (OTHER)
-- --5--� - SANITARY SEWER MAIN
SANITARY SEWER SERVICE*---�
-- -W-- -- WATER MAIN
WATER SERVICE----�
• ° ' s"min --D--=- STORM DRAIN LINE —D---'
4
P
ov-n.E•r t Drop inlet _
C."VT with grate
• • 1• ti � ❑ INLET OR BASIN ■
1 : , _�, _ coarse aggregate ��` O MANHOLE
T +- Frame
�•Fcgct>oT -*4 sroNE) FLARED
• �' ® a
'� .min END SECTION
rbuft b CW TE ��B REflARS t2'O.e.E.� T11 `o.. ,
TI(- S _ \ ._" --C�- CONTOURWAt RT-CA 8- .� c CONSTRUCTION ENTRANCE �_
oR pREusr �. Z '�-",• -g-- --. �,. BITUMINOUS r PAVEMENT �* N
No•rRs: ppEFAH_ oar�ntED �•ROPi �iOStoni t "
=14L,at. PL W P/IEpAREb gY "'
Qh ��' 'S A at kMo WIMTES%bE i Gather --�'• _` �, yP SPOT ELEVATION '�'
excess
'%,c /WO t'R NE Amb (."t m -t O .•rm
ec 4-0, �' �r1Rt,1c... -�„ �.�. �.� _ .-� at corners `--
ABBREVIATIONS
7-1
MODIFIED CATCH BASF - �(
-- - - - - TP - TOP OF PAVEMENT TOP - TOP OF GRATE
2 x 4 " wood frame
Stake T
Y
max
3'
t ' min
Il
t i- 11
1I io
Buried fabric `
EXISTING
(SILT TRAP \�� ��—�? ,�.�,.—__ — ,
o >+.� TO �.. IN LET PROTECTION
_ - __ �- � _ i� - �� DIA -DIAMETER LF -LINEAR FEET
o,�� Ili -- r _ � __-__ - INV INVERT
USE AND INTENT OF THIS DRAYVWNG
CotAc.coli -
SEE tl":r \L
-rN{S SHEr
61,
1. This drawing is not, released for the
PRo�6c.-r 1 �purposes of contracting or construction
---`__ �' -�' ,�,� L1HAT L1 QG� � unless the Release Authorization In the
sown` \ � � \ title block on this drawing is signed and
40 'y� dated by on authorized repreeentatiye of
the Architect. Portions of this Drawing
,\ , 1 _ �j may be released for contracting or
_ -- �___ - __ ! ' o,,.• �,\ construction if there is noted hereon o
/ \ - kro- •'',� Release Authorization applying specificaily
to such portion, signed and dated as
♦� \ ,,, -"i : - , - ..,,,•• S _ - �S 1 ` \ described obove.
_ 34 --t"- r ,�
` 2. Materials, m ion on aiI other
u r 1�-' ''' -.-ems �conditions which are not otherwise defined
\ ,..• „�E on this Drawing shall be construed an
having this some meaning as similarly
Indicated conditions which ore more fully
�O i I t z w w w defined elsewhere on this or other Drawing
%� / ` 1 t-,I z� ( Z Z for this Project.
- ` - _ M� `'1�.� ` ��!{ ; �1 '_it t --1i �1 3. All Federal, State, and Local codes,
\ ,,,, yP,` .-�k•'"„p ordinances, regulation, etc. shall be
�^ ix tz considered as port of the specifications
1 a- W � CL � for this project and shall take reference
.. -�- -� ` �A 14 �Ir h., 1 ` CL
a o_a- 0 over anything shown, described, or Implied
N` f ti l `,R ;R ><� ''riR/W - - Ei -E5 - -CL CL! R/W0-i where some are at variance.
f
G,RAAE -rca o YR
PA�l�c4 Elzr
` � / ' � '� e / • �r�arrtn9 tttiar,-� * - - r 0 1,
��5)i s
SEWER MAIN SEWER MAIN
w 13 ,' s
Aft: A 1JcfT- .R �°"' • L AREA qC r A
tN pRO1EGT` �k►Q tA� 1 %R MWEG'r
\ \� / WATER MAIN --tWRTER MAIN
T
1"I ate oil
15 t;4Pt�,rt) f4 dC t5 (S tAK) DcA:t1Srhi r 'I,\— N4 ,
t 9 oR lcO SWPE ib EX tS'rt o f iNY. 9.5G i / (� / r / ®�
t C p t pta } CSC PiA*9�!} t G.RA�E t�tAyt t t1v t A i \ \ / 10
R/W
t , @,
l(Ti?. P40 r1t 31 t>E S toj
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4 /t•F'
.�lek
tom' . \ 1 ' \'�j jkv p` �3 -t I - 1 i _ I
J
--.
cat. 6G,1PlCa �GuRe)• Ep,S'Et'tEt� 1 1// �� I i i�• . 4�'' Q� 10 . w w w U.)t�
SEr - D>c"i' a .. -rAAS ewi-r ' ".� %'� C?� 1 C)°- o C)
al
f 8•iDIA 5ot. - '1
RLWIVENTIRL LOTS
GorWECT "rD 5'fv6-euT OEsti�6CNN
{ t J i
` �bR S CCIOr1 Gt9N51RVGT1oPl /
' GENERAL NOTES:
o� ��► .01 ,
. 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF CAROLINA
9 i��� BEACH DESIGN REQUIREMENTS.
.
s�
WNEEI. w /s �� \ - 2. SURVEY. INFORMATION OBTAINED FROM MAP PREPARED BY ROBERT H.
r,4ro f / r + \ GOSLEE & ASSOCIATES.
3. EXISTING WATER AND SEWER LINE LOCATIONS OBTAINED FROM PLAN
A ( � r ' / FURNISHED BY ROBERT H. GOSLEE & ASSOCIATES DATED 9-2-44; ALL
S OC&AiON S i , v / SEDIMENTATION AND EROSION CONTROL NOTES: MAINS TO BE FIELD LOCATED PRIOR TO ESTABLISHMENT OF REQUIRED
EASEMENTS AND CONSTRUCTION OF SERVICES.
URr •s 1 z ' I 1. SUFFICIENT EROSION CONTROL PRACTICES MUST BE INSTALLED AND 4, CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR
�'� 1r1UtGA�'TD d f MAINTAINED TO RETAIN SEDIMENT WITHIN THE BOUNDARIES OF THE SITE t '► MAY, j TO BEGINNING OF WORK; CONTRACTOR SHALL NOTIFY OWNER'S
tMvr1 SwPE. _�� + - ALL DISTURBED AREAS SHALL BE NONEROSIVE AND STABLE WITHIN 30
4t�•ly REPRESENTATIVE OF ANY DISCREPANCIES PRIOR TO BEGINNING OF
• / WORKING DAYS OR 120 CALENDAR DAYS AFTER COMPLETION OF THE
ACTIVITY, WHICHEVER IS SHORTER.CONTINUING WORK.
I ID. U16ITM: ALL RESIDENTIAL LOTS TO BE SERVED VIA SERVICE
srrrvrION i i 2. TOPOGRAPHICAL INFORMATION OBTAINED BY TOPOGRAPHICAL SURVEY CONNECTIONS TO THE EXISTING MAINS. ALL CONNECTIONS SHALL BE IN
Drowtn g No.
®Z. I I PREPARED BY ROBERT H. GOSLEE AND ASSOCIATES DATED 9-2-94. ACCORDANCE WITH STATE AND LOCAL CODES. <
\ O ELEVATIONS BASED ON MEAN SEA LEVEL MSL 2-
( )' 6. WATER AND SEWER SERVICE LOCATIONS FOR ESTIMATING PURPOSES --
\ 3. CONSTRUCTION SEQUENCE: ONLY. LOCATION MAY VARY DUE TO LOCAL CODES, ADDITIONAL UTILITY o
A. INSTALL GRAVEL CONSTRUCTION ENTRANCE EASEMENTS MAY BE REQUIRED FOR SERVICE LINE LOCATIONS. B. INSTALL STORM INLET SEDIMENT TRAPS Cr
<
C. INSTALL SILT FENCE DOWNSLOPE OF AREAS SUSCEPTIBLE TO =
GULLYING AS NEEDED t-
t3 13
D. COMPLETE GRADING OF ROADWAY AND SWALES
E. STABILIZE AND SEED ALL DENUDED AREAS AND SIDESLOPES Z.
i t
t t
•-� Wt•iEEL t t
Z
- O SE'E FAN
GRASSED SWA
aN : lV MA"KSWFE
It
a •
WANFAM
IN
$ASE coulkSr-
vP�GcR1�+i�E/
NOTES < COrJCRS.TE 70 15E 'ate FS\ ZA D�`t' SIREN Gib
PRE % DE 30 �t*tTS 9q 4Et�tt-''i r<R S M A`t .
PROM E C,pttTRO p�S 1 eJ� COs�lF� M -TO
�GOOls � ST
piix
At.1.• �oRKMAf4S" HA R
CURB DETAIL_
Nor =rQ sca�..�
SEe• Pt�i.t
ec rtr
SITE PLAN
4' TRtA't�413oARn'To r-tARK
SERA« �-r�v. BoTH �a
stoes� ,
yw •
i •' R K 4'Y- l3ttAttc.ti•i - stN��E art
,-_4 * 4 Y - bRef•icN - S � NG,�.f CAR
4% 4 "- 4" OW15LE Y- BRANCH bUAI. 4 •" 4 �x 4" opt r Y-PSR�r1c}{ - twAL t
1
'tt� Rt I1M
MAX 45" RUA*
�5e
vAR1A84F St oPE RS Kt~Q
t.ET`rP. EfOiii SLOES)
MAtnf-•-•-{` �� ANG{.
r.
FAR SEW'F-K ST=-t\ItCiF
NEAR QVE SEWER SFZRVICIE
SEWER SERVICE DETAIL
-.hick layer of grave
14*
Compacted fill
Filter fabric
°!'1111.1 11111E t�'t ill
V•trench� �ill�fi
Extension of fabric and wire
into the trench
Filter fabric--►- `i✓C
wire
4-
SILT FENCE
4, LIME AND FERTILIZER:
LIME - APPLY GROUND AGRICULTURAL LIMESTONE 2 TONS/ACRE
FERTILIZER - APPLY 10-10-10 AT 1000 #/ACRE
INCORPORATE BOTH LIME AND FERTILIZER INTO TOP 4"-6" OF SOIL
5. SEEDING:
TEMPORARY - SUMMER: GERMAN MILLET 40 #/ACRE
- WINTER: RYE GRAIN 120 #/ACRE
NOTE: OVERSEED WINTER PLANTINGS OF RYE WITH KOBE LESPEDEZA
IN MARCH IF GRADING NOT COMPLETE
PERMANENT - SPRING OR FALL: TALL FESCUE 100 #/ACRE-
KOBE LESPEDEZA 10 #/ACRE
- BAHIAGRASS 25 #/ACRE
RYE GRAIN 40 #/ACRE
6, MAINTENANCE: ALL EROSION AND SEDIMENT CONTROL PRACTICES TO
BE INSPECTED WEEKLY AND AFTER RAINFALL EVENTS. NEEDED REPAIRS
WILL BE MADE IMMEDIATELY.
PERMANENT SEEDING - GRASSED AREAS SHALL BE REFERTILIZED IN LATE
WINTER OR EARLY SPRING THE FOLLOWING YEAR. MOW AS DESIRED
TEMPORARY SEEDING TOPDRESS WITH 50 #/ACRE NITROGEN IN MARCH.
IF COVER IS NEEDED THROUGH THE FOLLOWING SUMMER, OVERSEED WITH 50
#/ACRE KOBE LESPEDEZA
7. MAXIMUM GRADED SLOPE SHALL NOT EXCEED FOUR (4) HORIZONTAL TO
ONE (1) VERTICAL.
MATERIAL SPECIFICATION NOTES: :D
� O
1. UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION MATERIALS AND O
INSTALLATION METHODS WITHIN ROADWAY AREAS SHALL BE OF NCDOT w
QUALITY AND WORKMANSHIP. ALL MATERIALS AND INSTALLATIONS SHALL i 1
BE APPROVED FOR USE WITHIN TRAFFIC AREAS. z
2. MATERIAL REQUIREMENTS: `r
A. STORM DRAIN PIPING: NEW PIPING SHALL BE PERFORATED, C) W
CORRUGATED, ALUMINUM PIPING CONFORMING TO AASHTO M1961 TYPE I. U•) z
PERFORATIONS SHALL BE CLASS 2, 3/6-INCH DIAMETER AND SHALL BE
FACTORY PUNCHED IN ACCORDANCE WITH AASHTO M196, I
B. STORM DRAIN SOCK MATERIAL: PERFORATED PIPING SHALL BE _
WRAPPED ALONG ITS ENTIRE CIRCUMFERENCE WITH FILTER FABRIC.
FABRIC SHALL BE TREVIRA SPUNBOND, TYPE 1114 OR APPROVED EQUAL. w
3. WAFER AND SEWER SERVICE.MATERIAL: REFER TO TOWN OF CAROLINA fi °'
BEACH FOR MATERIAL SPECIFICATIONS. Q "
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KLEIN ENGINEERING AND ASSOCIATES
322 South 4th Street, Wilmington, NC 28401 o [phone]
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