SW8980308_Approved Plans_20001205

TO HWY. m
SMITHS OR
ai
m
--- -----__- ____--_-- 21 -- - - - - - - - - -
-
SITE DATA
C'L
_-
�-�— _ ~ -
= -
__--_____ ------------------ _ - 19 --
-------- --
__-_-_-_-_-_-_-__-_- _-, 20 -- _ _------
19 --___-__,,�
------------
---------------------
- -. �,
TOTAL SITE AREA:
_ - ----------_--y ,`_-__-;`
20 _--
_' a+_----_--,,, __________ ; . .,
'- - �-
2020 I
DAY CARE PLAYGROUND AREA
PRINCESS PLACE DRIVE
_ 21
DISTURBED AREA CONSTRUCTION LIMITS:
_ _ _ _ . _ _ _ _
~ ~ - --- --_ --��
--' ,� � _ 191
ZONING.
MARKET STREET H-IWY 17/74
1
EXISTING DAYCARE BUILDING:
.— n/
-- _fig? \ I
___---
WILMINGTON, NC
�,
----------------
PROPOSED DAYCARE EXPANSION,
VICINITY MAP
�'
--_________________ 20 --------
BUILDING HEKaHT:
(NOT TO SCALq
----------------
------'"l �\ ��� � !
BUILDING SETBACKS:
�,SETTINGS sas;4s.��.� »35.ss 55'
_- 2C3-
�, �� o rarr
-1
"-ftw-m� ---
22
S86'46' 30"E 674.00 ,�., ... ..— �..---.... _ _ _ 7m - _ _ 154. 55
—_„— — ,.... � _ _ _ _ _ //� , � - - - - _ _ _ - _ _ ! . _ — ., f.� � ..,�., 6• REQUIRED PAE.,KiNCz
omm .r, �...... "! 23 _ .- _, _ - - .- - _ -_ -. - _ - -\ 2 L = _ _ _r. r_ ..__ _-- �. _• • w_ _ \ __ - �.- � _ � _.._ - � _
lb 11
668.00 x x ww"6� *_ — I — — * — — / *�= — - — — I — — — — — — — — I T
x -1---- EXISTING r' I CATH BAS N T�•►
r W/ 74
14 SPACES �i' WILL BE 'THE "` - - _ _ I I TOP = 19. 4; �V �, ��Q/nPH MTING PARKING:
' U I EXPANSION IS FaLI. _ _ r I N V. <=_ 16.14 �,,, /i✓�`
2� _ - - - - _ _ _ ' r - - 4 - - - - — - - _ NEW IMPERVK)US AREAS:
__ _
REoLw FOR POSITIVE DRAINANGE ` � _ - - - - - -P - - - _ _ _ -t - - - r ' - I �,�� P- -- -
.- .r- ' - _ ` - PROPOSED DAYCARE EXPANSION:
3 SPACES i i I r ',Q� CONCRETE WALKS/PADS:
IQ
+� TOP= 22.41' �' , \ \ /, ASPHALT I _ _ _ _ _ _ ` ` ` ` ` ' j I ! ?� �jj TOTAL NEW IfAPERVIOUS AREAS:
INV.=20.78' - ' ��°'
{�---____--------
A1REQUIRED:i �
� — ------�_---- 1
4213 ACRES
21,400 SF
1,06 ACRES
Al
4j968 SF
5,870 SF
18'
5U FRONT SETBACK
2U SIDE SETBACK
2(Y REAR SETBACK
1 SPACE PER 8 STUDENTS
25 SPACES REQUIRED FOR 200 STUDENTS
38 Wi 2 HC SPACES
5,870 SF
2,5W SF
8r370 SF
8 % OF PARKING/DRNE AREA
15 TREES PER ACRE
23 i
CURB ING
i i
I
'�?0 9�
DUSTING OE
WILL BE REMOVED AFTER THE
-------------------------------
__
24 --_- --- - ------_�
r +
d
I
EXPANSION IS COMPLETED. FIL..
AND REGRADE THE AREA AS �\
12 SPACES WITH 1 HC SPACE f
2 SPACES
I ' '
NEW 6' CHAIN LINK FENCE
\
POSITIVE DRAINAGE +
REQUIRED FOR POS
!
r -
�
TO THE EXISTING PARKING LOT.REMOVE
THE DUS ALK
� 2 SPACES +
1 t
--•--
70 'CO.TRANSMISSION LINE EASEMENT
-
.. � ! i
�
I
\� 3
DROP INLET
W/ INLET PROTECTION
M B 22, PG 95 AL
CONCRETE SIDEWALK -�'
3 SPACES W/ I N "
1 HC SPACE s-_ cv
I
(-'-� o0
TOP 2250 ASPHALT PARKING
ASPHALT
+'�`�
REMOVE EXISTING FENCE I s'S
I�
�'INV.
j
ialo
FIELD VERIFY TOP AND
cv I
+ 24 I �' r r
INVERT PF�IOR TO CONSTRUCTION
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- t y — -- w— -- - - -►, - — — — , ,fir P I <t 3 SHEET C1 {n ++ i ' _ - 4 SOP INLET 1 CONTRACTOR �_ FIELD FINISH FLOOR ELEVATION N � o x
BLOC "3• cv ��VE � , 4 ��: oo � � � of / �, � b . o — = Q
AND REPLACE EKTiNG W A
EES 8" HDP�4' SMOOTH o I w v< � - + �` • � o� h� W/ INLET PROTECTION OF THE EX{ST1NG BUILDING PRIOR TO CONSTRUCTION m � C
REMOVE EXITING CONCRETE +; ,�, ,: ,.
_E
_ .. _ _ _ , _. -_ _ � � _ � � �. � T APPLIED AN C INDU,r�IES _ -1•� r
PHP� .. _ __, � �, .OP ._ 05� .. _ _ � � 22.20 E1�A ,.. , EXISTING RIB FLOOR ,LF1tATION N�TI i _. vs , .
INTER(
_
AND , , . _ :>.. _ a_ , r _. ram•_ ,
ND BOX _ _ ALA _.. .
_ : ,� �r .. 1, � t 1. .� �; � �.��
AS REQUIRED TO INSTALL THE STORM I I 0 ,�;� -.: s 4 •
. . - PROPOSED BUILDING EXPANSION.
N PIPE AND DROP INLETS `+ �°` ' � "'I FINISHED =OO R ! I R�EarlOtlE _ s.� i i `' '' fi ` HDPE CORRUGATED SMOOTH INTERIOR
1
DRAT , I ! �� NE PLAYGROUND I z . %;
THE OWNER - - - �' 4 7' EXISTING t tiY r i i PIPE 0 W% MINIMUM GRADE TO PICK-UP 2 THERE ARE NO KNOWN WITHIN THE T1ON LIMITS
COORDINATE WITH _, ti .. , ,,. Y. � ELEVATION v 25. � � i � � w o V
CONSTRUCTION. t..
�' r DOWN SPOUTS SEE NOTE 3 SHEET .
PRIOR TO CO w now,
r. ► ti ti Z
> w ti ,� 6 i COS I t ' ^� - `' �o: `� °`r a THE CONTRACTOR SHALL TE THE EXISTING ROOF DOWN SPOUTS AID THE ._
ONE S T `Y TREES ROOF
r
w o COR PLASTIC ,� `� �t+ 2 ,�
¢ F- h '4" r BRICK BUI } ING �` -' I `��
s I' 1 w ..._.-- FILL AND REGRADE THE EXISTING
ROOF INTO THE PIPES SHOWN ON THE PLANS
c>' ^� PIPE 4 may- 1 F- L 4�.��0:/A
¢ OICi s - 6- I DITCH FOR POSITIVE DRAINAGE b� COORDINATE BUILDING CONNECTIONS WITH THE OWNER REFER TO
I ,• /Q � A "'-�-- T. .... cEI R , c>t, Q► ARCHITECTURAL PLANS AND PUMBING PLANS FOR THE EXACT LOCATION to
o crr `� ={ •h �• o i U .� TO THE DROP INLETS
W HDPE SMOOTH , CL'
`' - � � - _ ` INTERIOR PEE O NHMUM , , ... � •� �. 4 z � L A M � � .NEW 1~ CONDUf f. COORDINATE THE INSTALLATION �� p�L AND SIZE OF THE ROOF DRAIN DOWN SPOUTS W
TRACT I EXISTING TREE SHALL REMAIN. E _ c > NTH THE o�JR •• �®
4.174 Ac.± ... _
. r.�E PROM TREE PROTECIN I y GRADE TO PICK UP DSTING + i3 (, j, j
A `.
' � FENCING PRIOR TO �t�MNG , ` 4� REFER TO PL IJMiBING PLANS FOR THE EXACT LOCATION AND SIZE OF THE
0 ROOF DOWN SPOU$ SEE NOTE + .� . ' j �� �6#� '
a Z
� � cr �' - �.: � ► ► � <, � WATER BACKFLOW AND THE SANITARY EIE:INER SEFIViCE
t: 1 E
SERVICE,
DROP I .n. � u
�F
II�ET V1i 3 � � .
CLEARING AND NG . . �.. 2 , r
APPLIED ANALYTICAL INDUSTRIES, INC. r-__ , y + INLET pRC�`tC10N
r 1Mi}� CITY OF WUNCTON STAI�AFiDS SEE NOTE4 6 SHcT C1 THE CONTRACTOR SHALL. RELD VERIFY THAT ADEQUATE FALL IS t,7
GE 682 ` TOP 23A0 4
BOOK 1410, PAGE ` ' `- --- �' I ' ` , ' , , + INSTALL THE 1" WATER METER WITHIN THE EXISTING WATER AVA ABLE FROM THE BUILDING TO THE EXISTING LIFT STATION
' ,. p �`� . 2� ' 1� p� `� . REMOVE EXISTING S' a Zs >k �..PIA� i� '
BOOK 1414. PAGE 16 74 ► NV + h� DROP INLET AND 4 P�'E. _ .:
r. •,s i o �� o ' OR MAIN PRIOR TO CONSTRUCTION. MAINTAIN A MINIMUM 10' W
BOOK 1587, PAGE 136 9 , CON C E R I R R. I W REPLACE AS SHOWN ' ,} �j��,� , 4 `� , , _ 1" DOMESTIC WATER TAP AND SFJR E TO THE METER �i ANCE WmI CITY OF SEPARATION BETWEEN THE DOMESTIC WATER SERVICE AND SANITARY
CONT. `Y= I c SEWER SERVICE
ON LI _ VALVE �I 74�►�0 I WEMNGTON STANDARDS REMOVE AND REPLACE EXISTING AL.KHC AS R_
COVERED ` . '� TO MAKE 1" DOMESTIC TAP. SEE NOTE 4 AND NOTE 6 C1 Z
\ , TO+� ;�2 .1'S ? 6 C S BOUNDARY AND T SURVEY INFORMATION SHOWNCONCRETE PAD� t 34 '`'` WAS DONE BY ROBERT R GOSLESS & ASSOCIATES, PAB6TT = 18.13 w _ � � D� � � i ` 1-V4" DOMESTIC WATER � INTO ' .._J
+ II CONc�E PAD ; ' �a` , , ►
-A[�� \ ` + + `� I
o 5F a"' oo BUHL.DING IN ACCORDANCE WITH TH-IE
:, r , E OF WLtuuNGTON STANDARDS. 6� PROJECT SHAM COMPLY WITH CITY OF V��MLANNGTON CROSS CONNECTION
4 0 5 "'' �=- - ► r tip' `v o - CONTROL REClUIF�EMENTS WATER METERS CANNOT BE RELEASED ifs
THE DUSTING PLAYGROUND C.C>iFil►TED Stw00TH f ti� �'/ ti r N FFE - 25�47 / : , i
REGRADE n a ,
' �� ., _ + ' + °�� . �� h` LAMP '� �` o 7zo�s�. I7�
FOR POSITIVE DRAINAGE INTO THE C) ¢ PIPE a QwO r .
(FIELD }. INV. ,1 CPR 19.5 DROP INLET UNTIL ALL REQUIREMENTS ARE MET THE CONTRACTOR IS
z r Q h . r \ , ry , , + W/ INLET PROTECTION G�R�'t
` + `'` RESPONSIBLE FOR MEETING THE CITY OF WILMINGTON CROSS CONNECTION O
::
PROPOSED DROP INLETS► O ' i r I �i / ;< 111'x30'X4' i ^� t ; _ C A TC t A SI N TOP a40 �_ U :
SEE NOTE 10 SHEET 01 �' ' ► + o `' _ .• ,� , : ► _ . 0 Q�,3 I� CONTROL REQ ENT& CALL 343 M FOR INFORMATION.
Q ' +; r.,A k : f . u .. <: CON PAD 1 ►' 5, INV. ..
ago
19 85 IHII
C
EQUIPMENT
`�° f 7. CONTRACTOR SHALL APPLY IN ADVANCE TO CITY FOR CONSTRUCTION
r- • � +� �,.: + + ' •o` s '`--TIE THE EXISTING 15" PIPE INTO THEN OFIOP INLET WATERS AND SHALL PROVIDE A REDUCED PRESSURE ZONE (RPZ)
REMOVE AND REPLACE EKISIING ` ` ' #' ' ' N� , , `� ,
' ' �t
FiEHMIO / /
PLAYGROUND BOX AND EQUIPMENT ,y�i _ ! �' ti `j' , I �� ,alp/ s Z3� ZSO•' E%. S4 _ • + ° #' . `' • N �� `ti �� ° 2' FILL AND REGRADE THE DUSTING t;'
THE STORM ` �' o ` ` ,,:- = - ti `+ , n, . ' 2 + DITCH FOR POSITIVE DRAINAGE
SOW P'F=VENTOR FOR THE
AS REQURED TO INSTALL I
y
N PIPE AND DROP INLETS. 5F GrRN + 8� FOR IRRIGATION SERVICES, PROVIDE A PRESSURE VACUUMk.' �'"
DR
AI ^ r:..>.�,: .„ . _ ' . a - u s .f i sue, ' '�i''.
V, Y - 1
COORDINATE WITH THE OWNER `�,/ `" I _ _ _
T CO TION, ` ► `�Sbi ' O. I _`� _ - - - __ _ _ - w` - - +�� ` 6" HDPE CORRUGATED SMOOTH INTERIOR BREAKER M) TYPE BACKFLOW BREAKER
PRIOR O I + 3f� _ _ + + _ _ - - - - --� - - . - - -
i � y. � ° o ,� ,�• - - _ _ PIPE a 1,09b tv�hMML�+A GRADE TO PICKS
, < + a hw + ( ^� _ - - -- - - - - - - - - - - - - - - - - - - I V. PP'= 19. + �� j RCX�F GOWN SPOUTS SEE NOTE 3 SHEET C1. 9� THIS SITE IS COVERED UNDER STATE STCAWATER PERMIT N0. SWB 980308
/ 41 Z.T /� • ch / � ry�� ► I `��' "'�" 1 �/s ~f - `��' - - - ; + - - _ _ = _�, _ _ I I 22 I AND CITY STORMWATER PERMIT NO.98028. THE TOTAL ALLOWABLE IMPERVIOUS
` I '�� __---- �'_=t_--^=_ - _ _�'____�- �,. + I + z
18" HDPE CORRUGATED SMOOTH INTERIOR PIPE AT
,00 + g ti ! + + _--- _------------ + ��: o �,� � c M
_ - _ _ _ ,� AREA DRAINING TO THE E� POND IS 41�,842 SF. THE TOTAL AMOUNT OF
=__- _--�`�-- + I r APPROX. LOCATION OFIDERGROUND CO U!T sax - PERVIOUS
- pP
EXISTING AND � � T Ti
,,� � � r y �. �� �:� � �� .a.�r_ PROPOSED AREA DRAINING O THE EXISTING
— -- — ,f - �- _ . _. - - - • - ,_ _ INCLUDING THE DAYCARE EXPANSION' AND NEW IS
EXISTING TREE SHALL <BE RELC)CA ; , *E��THE TREE
,Y i 406 SF. THE REMAINING ALLOWABLE FUTURE AREA IS 5230 SF.
RELOCATION WITH THE OWNER PRO TREE PROTECTION PF40R �
• , EA w:; , .... ,ri.. BEGINNING CLEARING AND GRADING 00122
86 46 30 W 674.00 _ - s
f
u. aw _ .
_ _ . - - _- - - � `�R TO
. •-- — „ 2� APPROXIMATE L+)-________- -----_ -____ -- -----'
4 � �. LEGEND Deg JAK�
N 86 46 30 W 668.00 OF JUNCTION B► X. _
ASPHALT - j DROP INLET =. �>,Oo so o .4-C
NEW V HDPE CORRUGATED W/ INLET PROTECTION ��% " a� JPN
--
INTERIOR PIPE O Oi509b TOP 21BO �r'J�i-EIS/ -- - - — PROPERTY LINE DF wk KFD
` APPROXIMATE CATION 20' WATERLINE EASEMENT -= - w - - w - - w - - - w - - w - w INV. 18.85
— — — w _ — — w — . � ...� w — —. _ w — — — w — — w — — — w — — — w — — — w — w — FH APPROXIMATE LOCATION WATER LINE N 86•46'30"W 11.00'
w — — _ w — w
- w w "'� "' �' "' DISTURBED AREA/CONSTRUCTION LIMITS DATE 12/5/00
4 rpso0j, Aro X W / Ni 04- orme
NEW 1" CONDUIT. COORDINATE THE INSTALLATION
TOE z Z.1`�.0
WITH THE OWNER
�" T��?.'.:"••.i::.: •,.:��: NEW CONCRETE
/N be = Zo • to 1 6" HDPE CORRUGATED SMOOTH DROP INLET NEW 0 CHAIN LINK FENCE
APPROXIMATE LOCATION OF 4P SANITARY SEWER ,3ERViCES TO THE DUSTING LIFT INTEP40R PPE 0 ID% MINIMUM W/ INLET PROTECTION
FORCEMAIN. FIELD VERIFY STATION AT T% MINIMUM GRADE THE CONTRACTOR, GRADE TO PICK UP ROOF DOWN TOP 2220 _ To CONSTRUCTION R-�� AND 0A%R SHALL CONFIRM THAT THE EXISTING SPOUTS SE NOTE 3 SHEET C1. DROP INLET INV. 19.13 t REPLACE AS -- 2� -" EXISTING CONTOUR
PRIOR THE ADDITIONAL SHOWN REGRADE AREA FOR POSITIVE DRAINAGE
LIFTSTATION MS ADECLJATE TO ACCEPT W/ INLET PROTECTION NEW i,5" HDPE CORRUGATED SMOOTH
WASTEWATER UPQR OE THE EXISTING LIFT STATION AS TOP 22.80 INTEF40R PIPE 05%
' TO CONSTRUCTION. x 2�•2 EXISTING SPOT ELEVATION
TN Il /� ��,�' � � I0 fIr �I� WIH THE C►VVt�ER PF�OR NEW 8' INV. iN 20,65
/o gI ,J-v NEW V INV. OUT 1950 REMOVE EX61M FENCE
)C /S Va / L. ♦ f^JCW O�/� �ti/IC/I�IN/�rirE FIELD VERIFY THE INVERT OF THE
DUSTING I` SO PRIOR TO CONSTRUCTION. I
SITE LAN
SCALE: 1 - 20
DWG FU GXXXX)W(, PLOT:X
+, DUSTINd WQNALK SHALL REMAIN - - - - - � I� S 86.46'30" E
DOUBLE WIDE ,. - 24 - + + , ,1- (°° I-' 11.00'
EXISTING SIDEWALK SHALT. REMAIN r I c� . , -' 2 SPAC + + +
MOBILE CLASS ROOMS
i I - ASPHALT
+ + i i �� I iEXISTING TREE SHALL REMAIN. PROVIDE TREE PROTECTION f.• �?�,�
i SA NG SID NG ,' + _ E o 1 PRIOR TO BE�NING CLEARING AND GRADING
O z I s p TO REMOVE — — CVRg 14EEW 4' CHAIN U FENCE I
� � � �
i ¢ AL PROVE GATE HER + MAPLE + io , �"'-
THE EXISTING PLAYGROUND FOR P'C�;TIVE ¢ ` _ _ _ _ _ _ _ _ a o �°` PROVIDE GATE FOR fig` J
REGRADE c) Z I 1 - _ PEDES'TAIAN 5� I rj , ti� � PEDESTRIAN ACCESS
ED DROP INLETS Co` 5 _ v /J'+�'
DRAINAGE INTO THE PROPOSED , ...� .•. - - -r-�- : -�, L
SEE NOTE 10 SHEET 01
-
+ CONCRETE SIDE A i `�� /' r CONC + __---a---�'--___ y �,�°`� '�r M ^��,
� ^� �ti•� + NEW 6 CHAIN LINK FENCE
"KAM: z _ _
E
L
`QROP INLET' W/ R _
ao;�. �' 4 .PLASTIC • �.. , . � ,� +�
F
INL€T-.PROTECTION
TOP 23JQ0 /'� 6 C IV HDPE �1' SMOOTH r.= ► -�
INV. 2150 `\ I \ t 6 REMOVE I ~T INTERIOR O 1O MNI�Al11N INV. ��18" P + 1,8 /r } �' ! 1W HPDE CORRUGATED SMOOTH INTERIOR PIPE 0 OW% .
D s I 1 � + �• SAWCUT AND REPAIR EXISTING SIDEWALK AS RE( D.
`� f EXISTING GRADE TO PICK UP US"t1NG 4 + ► , • TEa
DROP INLETS 3 ROOF SEE NOTE
---� PROPOSED FINISH GRADE
SPOT ELEVATION
® EROSION CONTROL AROUND INLETS
TEMP. SILT FENCE
AKA/ /AGE 0oI.ewEloo�
olveow I

TO HWY. 117
--_- -------------------_ ------_---__ -- _ _--- ____- ___ ___ -_ -
--- - -1`'------ =-2� - --r-- __ ------------- - 19
•/�..�"- 19 --- _-- -_ �- - __-0 --=- _ --_ -- ---- —----------------
2 - -- -_-- -__-_- ' J
p --- --------------- - ---_----;/�; /----.- ---_ 20 _------------ '2-0 -
PRINCESS PLACE DRIVE 1 ____
-- -- --
MARKET STREET HWY 17/7
SCIENTIFIC PARkDRNE
N_-----------------
WiLMINGTCON, NC
VICINITY MAP
(NOT TO SCALEO
--
�__ - ,
''---- ;SETTINGS ``'-- c s' o•� i�3s. 5' - --' .... �• I -
-__
- IP £ 1.5
ri ..... \ ._.r � _- ._.. maw '
S 86'48 30 E 674.OQ' -�- W..w 154.55
_ _ _. .
mp�
22
—
_ . — `-� - `
x X x `, �`�--_-_.�,��- �, �' _ I CAT BASIN
_ _ # 14 SPACES ,' EXISTING` LEIMDE GROOM _ y �� _ `
/ I WILL BE REMOVED AFTER THE - - - - _ � TOP � = 19. 4'
t 26- I ,' °v- \���� ,'' - i INV. £= 16. 4'
EXPANSION IS . FILL _ . - - - - - -
F1 EA
N REQ�iRED FOR POSITIVE DRAINAGE _ — _ _ — - p — --J —; + f ti.
fa- 1.0
P---_—__---P— — __--_ — __ _�� ,� 3SPACE
' ' ASPHALT - -- ---- i i £
TEMPORARY GRAVELLED �' TOP=22.41' �� '��, /' � a
I
CONSTRUCTION ENTRANCE i 8' i i'� ' °�
CON CB INV. -- 20 7 / - 4- - - - + -' --.-
_P__----__� -- _ __- P ------ I ii tip' +
-_- -_----------------------- - 23 _ ` CURBING ' I i i I�?oj19
EXISTING DOUBLEWIDE CLASSROOM _ _ _ _. _ _ _ _ _ _
24
WILL BE REMOVED AFTER THE I -
EXPANSION IS COMPLETED. FILL
12 SPACES WITH 1 HC SPACE 2 SPACES � \` I ' ' 1
(0-
M--TING PARKING
IMPERVIOUS ARM
,
PROPOSED DAYCARE EXPANSION
CONCRETE"'
TOTAL• • AREAS.
IANDSCAPING REQUIRED:
4.213 ACRES
21,400 SF
1.06 ACRES
Ai
4,968 SF
5,870 SF
le
5(Y FRONT SETBACK
2(r SIDE SETBACK
20' REAR SETBACK
1 SPACE PER 8 STUDENTS
25 SPACES REQUIRED FOR 200 STUDENTS
38 W/ 2 HC SPACES
5A70 SF
11 SF
8;370 SF
15 TREES PE I
AND REGRADE THE AREA AS /' ` I _ _ { ,
Ou
NEW 6' CHAIN LINK FENCE
RECURED FOR POSITIVE DRAINAGE ,� REMOVE THE E>�ISTiN SIDEWALK S° i
TO THE TING PARKING LOT. , REM 2 SPACE
I , -- ~---
'TRANSMISSION LINE EASEMENT
CO. TRANSM - "' I ti ; ; � z DROP INLET
70 C.P.&L CO
_ I CONCRETE SIDEWALK W/ INLET PROTECTION
�L - 3 SPACES W/ ,, ,
`� ASPHALT PARKING
2 PG 95 � � I �`' i i � � TOP
°
MB 2 ASPHALT AL �� \ ry
1 HC SPACE '� + t ��,° 1 us +ry' INV.18.10
REMOVE EXISTING FENCE + # Z'-
� � � � FIELD VERIFY TOP AND
INVERT PRIOR TO CONSTRUCTION
� EXISTING ALK SHALL N "----- / i i r s ss•�'o"
DOUBLE WIDE r �. "�' �4 --__ # ( # # I # � 11.00'
EXISTING SIDEWALK SHALL R N + N . _ _ 2 SPACE 1 + + w
MOBILE CLASS ROOMS r t + # #-
ASPHALT
# # 1 # EXISTING TREE SHALL REMAIN. PROVIDE TREE PROi"EC1IC3N
SAC STING SID 1
+ � G + + � OR TO BEGIGNNING ClEARING AND GRADING
� � RED TO REMOVE. � r ,
( z CVR� NEW 4' CHAIN U FENCE „+
i � .� � AL -` r MAPLE , , o ►
PROVIDE GATE FOR PROVIDE GATE FOR
1--
REGRADE THE EX PLAYGROUND FOR POSE ` _ _ _ _ _ _ _ _ _ _ _ _ PEDESTRIAN ACCES
PROPOSED DROP INLETS. + c z ` �` O ,,, 5 ' " - _ _ _ _ IV-
0
i t # `�� `'rti'` PEDESTRIAN ACCESS
DRAINAGE INTO THE , C
u ) .af—.�,.. moo maw # tee. ,... a.: r� �...w. ® ro wam ... s•rr mm mm .� .a�oe ...Ij �� r I M
SEE NOTE 10 SHEET C1 + � � it � e _
�� CONIC. + `----__
CONCRETE SIDE AC/ , ^�'� # ^� ,
\------
If � - _ - - _ ti �, �, �,� + NEW 6 CHAIN LINK FENCE
...._ . _.._ .._ . _ _' __ _ _ SIDE #.
`COROP INLET W! �. ' R. PLASTI UVAL
INLET -PROTECTION 6 CB as as C Q iPE ' ,a:
`" C TTTT�
• REI�IOVE
TOP 2aw 6„ 6" HDPE CORRUGATED SMOOTH - ` #: `' _ +
\ j � � � EXISTING 18"��' � / INV. 2`I.50 \ \ REMOVE I
INTERIOR PIPE0 MINIMUM INV. `v1 8" 'R
\ �, GRADE TO PICK UP EXISTING 5.4 \ `, <a w
\ _ _ 1 ° i EXISTING I y ROOF DOWN SPOUTS. SEE NOTE �` �� � � �.t, � �,. 1.
ti ti ti , DROP INLETS _►
BLOCK )� AND PE 3 SHEET 01
i w t E 25.40 ► t p� ,/ !
PAVE AiUO E)tlSll W ALMSREMOVE
SMOOTH o`� i
EXISTING CONCRETE
PLAYGROUND BOX AND EQUPMENT I P # SIDEWALKS
=. ED TO'INSTALL THE STORM I 0 /�_ 54 ru
AS RE+� � _ .
<
INLETS. l . # FINISHED {ED FLOOR
t . REMOVE
DRAIN: PIPE :AND DROP \
�, NE PLAYGROUND / I z I -
RDINATE WITH THE OWNER _ _ _ _ , EXISTING �, r '�
COO ELEVATION = '25.47' }
PRIOR TO CONSTRU CTIOR EQUIPMENT TREES ^�. k,^ # t #
> �� g� �6„CB //f ONE STORY `
Q W �� ^� 4" pp �� BRICK BUILDING :', 25.25 \
�,� �, `� \ _ R PL asTlc PIPE _ _ ',{ 25:4 ,ry
. 2
- 8" HDPE CORRUGATED SMOOTH
TRACT ONE - - - _ , , i ,� A I1 INTERIORAPE MINIMUM
EXISTING TREE SHALL REMAIN.
N \ GRADE TO PICK UP EXISTING FIB ,
4.17 4 A c . - - PROVIDE TREE PROTE iI'OC
FENCING PRIOR TO BNNING a ROOF DOWN SPOUT'S. SEE NOTE # \
DROP INLET W j
+ A GRU ING ! � I 3 SHEET C1 •' ; � .' ••i .. �, , ��,•} Q •
IN INC
CLEARING ND PB xx+,+•APPLIED ANALYTICAL -� � INLET PRC�TECIION,
.., � � 25.4 # •r j.
BOOK 1414 PAGE 682 TOP 23.00 # �-.
25.E
B � � N \� i ( l �': �' � REMOVE EXISTING 6 ` • /. = - , � „ , . , �• /
' P� I u P#i 3�1
s C DROP INLET AND 4 PIPE. �, .; , `o; r ,'4 c,
BOOK 1414. PAGE 1674 �� �' �INV`2't20 �, _ - W
BOOK 1587, PAGE 1369 `� �, I R R. , WV REPLACE AS SHOWN, <
\ , CON . C ER I
CONT. I 4
COVERED \ , \ _ , ON LI cr iI
\ _ T #P �, >_ VALVE � • ,.. e.. ,�
\ — —` t /..
CONCRETE PAD 0# c�St 6 C _
Ld - CONCRETE PA.U_ -
n` 25.4 SONVALK
HDPE CORRL ATED IOOTH �^� ,/ �, , �„ , - FFE 2,54712 .
REGRADE THE EXISTING PLAYGROUND
R PIPE 0 i _ `� {FIELD : =' INV. V.�\1 d" CPP =' 19'. 59' r
S DRAINAGE INTO THE Q I� + / /� - + ' +, '
FOR PO
PROPOSED DROP INLETS. o a + ; '<'
NOTE 10 SHEET C1 ,�, v ; , + ' /
SEE Q � �� � PAD
` ' � ' <' 25.4
+ + 1 � c.' 1< CONIC. .•;< :. :, � ,i , , t
NEW PLAYGROUND
_ . ti
\ ' EQUIPMENT
REMOVE AND REPLACE EXISTING
NIT �< i `�Ib�'
PLAYGROUND BOX AND ECUiPME \ + ' /'� j _ ' _�: • ..' ' 24.50 /N
AS REQUIRED TO INSTALL THE STORM , � + G� � � � < ., - � � �4 y � _ _ _ +
DRAIN PIPE AND DROP INLETS. 55F /'�=I`P� �^� -
TI.1E OWNER N N ¢ N /, o
COORDINATE Wirth ,� r` ,'�
TO CONSTRUCTION. j _ _ _------
PRIOR -
#—`L� -------------------_— } /
APPROXIMATE LOCATION I. 15 PP 19.
BOX. N ^�
U TIO
F J o _
----\ t + �� + APPROX. LOCATION QFIiDERGRCOUND CO DUIT �� ox
t / � � • � ..
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N 86'46 30 W 668.00 -�- - 24 -- -- - --- .
ASP H A L NEW 15" HDPE CORRUGATED SMOOTH
- INTERIOR PIPE 0 0 '
' EASEMENT _ _..._ . — . — —
O WATERLINE — w — w
APPROXIMATE LOCATION 2 — — w _ — w — — w - — w — — w — w — — — w FH APPROXIMATE LOCATION "` WATER LINE
w — —
PROVIDE TEMPORARY (RAVELLED
CONST 0N-ENTBAI!0 -.AT REAP
GATE IF IT IS USED FOR CONSTRUCTION 6" HDPE CORRUGATED SMOOTH DROP INLET
APPROXIMATE LOCATION OF INTERIOR PIPE 0 1 r MINIMUM W/ INLET PROTECTION
FORCEMAIN. FIELD VERIFY 4" SANITARY SEWER SERYCES TO THE EXISTING LIFT GRADE TO PICK UP ROOF DOWN OP 2
220
PRIOR TO CONSTRUCTION STATION AT 1 MINMMUR GRADE. THE CONTRACTOR,SPOUTS. SEE NOTE 3 SHEET C1,
PLUMBER AND OWNER SIALI.. CONFIRM THAT THE EXISTING NEW `IO HDPE CORRUGATED SMOOTH
UFTSTA11ON IS ADEQUAT TO ACCEPT THE ADDITIONAL DROP INLET INTERIOR PIPE 0�5�
WASTEWATER UPGRADE rHE EXISTING LIFT STATION AS W/ INLET PROTECTION
REQUIRED. ORDINATE KITH THE OWNER PRIOR TO CONSTRUCTION. TOP 22.80 REMOVE EXISTING FENCE
NEW 8'IW IN 20.66
NEW W INV. OUT 1950
FIELD VERIFY THE INVERT OF THE
EXISTING 16" SD PRIOR TO CONSTRJO71OR
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- - w TOP 2180
INV. 18.83
N 86'46'30"W 11.00'
I NEW 1" CONDUIT. COORDINATE THE INSTALLATION
WITH THE OWNER.
NEW 0 CHAIN LINK FENCE
-REMOVE EXISTING 15" HDPE SD. REPLACE AS
SHOWN. REGRADE AREA FOR POSITIVE DRAINAGE
,.' ` :�'r ••r. NEW CONCRETE
EXISTING CONTOUR
x 2�'25 EXISTING SPOT ELEVATION
PROPOSED FINISH GRADE
SPOT ELEVATION
EROSION CONTROL AROUND INLETS
TEMP. SILT FENCE
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R[SFRVEDI
PARKING
1'-6" x V-0" x .080 STD. ALUM,
HANDICAPPED PARKING SIGN
TO READ "RESERVED PARKING"
WITH IDENTIFICATION SYMBOL,
BOLT TO WD. POST W/ 3/8' CADMIUM o
PLATED NUTS, BOLTS & WASHERS. F-1
9" x 1'-0" x .080 STD ALUM. SIGN
TO READ "VAN ACCESSIBLEf
BOLT TO WD. POST WITH 3/8 CADMIUM o
PLATED NUTS, BOLTS & WASHERS
C
9" x V-0" x ,080 STD ALUM, SIGN I�
TO READ "MAXIMUM PENALTY $250,
GS 20-37.6, BOLT TO WD, POST
COLORS . WITH 3/8' CADMIUM PLATED
LEGEND AND BORDER - GREEN NUTS, BOLTS & WASHERS, FINISHED
WHITE SYMBOL ON BLUE BACKGROUND FRAME
BACKGROUND - WHITE TREATED WOOD 4"x4" POST,
1 1/2" R. (TYP) 1 1/2" R.;=
(TYP) -
MAXIMUM VAN
PENALTY 3/8" AC ESSI LE 3/80
$250
LEGEND AND BORDER - GREEN LEGEND AND BORDER - GREEN
BACKGROUND - WHITE BACKGROUND - WHITE
TYPICAL HANDI APPED SIGN DETAIL
NTS
r
6 15 16" ;d
778
FINISHED GRADE 7 3 16"
4-
NOTE: X E UIVALENT TO
ENNIS
EE�VB EOQI IRISES
`c 2. STD. WEIGHT 30 LBS. 4" PIPE
4"-45' BEND
a°Iool c Ir
STANDARD CLL/-\NOUT. A
ws
NOTES:
1. FENCE MESH SHALL BE MINIMUM
32" IN WIDTH AND SHALL HAVE
A MINIMUM OF 6 LINE WIRES
WITH 12 STAY SPACING.
2. FILTER FABRIC SHALL BE MIRIFI
140 OR EQUIVALENT AND SHALL
BE ADEQUATELY FASTENED TO
THE FENCE: MESH WITH CRIMP-
ING CONNECTORS.
3. STEEL, POSTS SHALL BE 5'-0"
IN HEIGHT AND BE OF THE SELF
FASTENER "T" SECTION TYPE:.
i4
_ 2' MIN.
HUM
STEEL "T" POST -�
SILT FENCE
PLAN M
Ii
!I !i
!L ii
Jill
LL1J
►i
FRONT VIEW
EROSION CONTROL
AROUND.- DROP INLET
NTS
STEEL "T" POST
WIRE MESH FENCE
f-- CRIMP RING CONNECTOR
SYNTHETIC WOVEN
% FILTER FABRIC
CURB
F"' ' ` FILL SLOPE
GROUND LINE
TO ANCHOR BOTTOM DIG
IN 6" DOWM & 6" OUT
"' "" _L "I POST
I GA. WIRE
6" CENT.
e
NOTES:
1. SIDEWALK THICKNESS SHAD. BE 4' UNLESS NOTED OTHERWISE.
2. CONTRACTION JOINTS (C.J.) SPACE SAME AS SIDEWALK WIDTH.
3. THICKEN SIDEWALK TO 6' AT DRD&VAYS.
4. THICKEN SIDEWALK TO 6" IN LAST S WHERE IT ABUTS PAVEMENT JOINT 8*11 TOOLED
. WITH NO CURB. T ( �)) Oi
5, 11UNC ONSS,, AKTNSTRI�RES, ANDASNOS t NS EAT'! SIDEWALK
6. PROVIDE A LAYER OF Sj BLDG. FELT BEAN WALK AND ADJACENT •_ �_
PARALLING CURB OR UCTURE.
7. REINFORCE w/64-10/10 W.W.M.
50' MAX. SPACING
1,2' EXPANSION
J INT MATERIAL
° EXPANSION JOINT (E.J.)
°
..+ . 4
1/4"x1" DEEP w AN
1/8"R TOOLED JOINT
CA
• s.
4111 Km
BLDG.-STRUCTURE CONTRACTION JOINT (C.J.)
SIDEWALK JOINT DETAILS
NTS
COARSE AGGREGATE
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCI
STEEL. OR WOOD POST
WIRE FABRIC
12fA o °� FILTER FABRIC
A�w�tES 1
M
ri
II
i p ANCHOR SKIRT ENGINEER
u
u ►I
NOTES:
1. FENCE FABRIC SHALL. BE A PAN. OF 32" IN WIDTH AND
SHALT. HAVE A MIN. OF SIX VNE WIRES WITH 12" STAY
SPACING.
2. FABRIC SHALL BE FOR EROSON CONTROL AND MIN. OF
36' IN WIDTH. FABRIC SHALL BE FASTENED
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE
ENGINEER.
3. STEEL.. POST SWILL BE 5'-0, IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
4. WOOD POST SHAH. BE A MIN -OF 6' IN HEIGHT AND 3'
TO r IN DIAMETER. WIRE FABRIC SHALL BE FASTENED
To WOOD N POST WITH NOT LESS THAN 9 WIRE STAPLE
TEMPORARY SILT FENCE
iM
0,26
Lf:
SECTION C
e SECTION D
V-RIBS COVER
lo WATER MINIMUM AVERAGE WEIGHT
A 20 LBS.
METER
PLAN
Y-7 3/8" 9.625"u o
225" 175' 5"
5,75" 5,75"
1-6 5/8" 0,375" to
2
SECTION A SECTION B
f-ATER E1 E1.BOX
NTS
SEE PLAN FOR PIPE
ORIENTATION i
i I i i
i i 1 1
i I
i
CASTING
LEI i IOTE: 2' X 2' CAST IRON
i DROP INLET FRAME & GRATE
SHALL BE HEAVY DUTY
i L
CONC. COLLAR ; NEENAH FOUNDARY
COMPANY R-3210-Q
PLAN
F
CON
3000 PSI CONC.
NOTES-
1 WATER METERS ARE TO BE PROVIDED BY THE CITY
Z ALL WATER METERS MUST BE LOCATED WITHIN PUBLIC
RKatT--OF-WAYS AND/OR EASEMENTS
3. WATER METERS SHALL NOT BE LOCATED IN DRIVEWAY
Z
0i
TYPE 'K" SOFT COPPER TUBING
ELEV. VARIES
SECTION
WHERE R,/W WIDTH PERMITS
LARGE CAST IRON
METER BOX
x
� � I
SIDEWALK
}`-- MUELLER H-1422
METER YOKE W112 RISER
FORD VF66-1Z VF77-12
1-1/4 it WATERSERVICE
NTS
TEMPORARY EROSION CONTROL
A SSI I,
G RA NG D ETAI L
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOIL CONDITIONS, IF AVAILABLE.
2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH.
3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES
REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL.
SEE BELOW)
5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, REASONABLY UNIFORM
SEED BED IS PREPARED 4-6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDING
WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE
OVER 60% DAMAGED, RE-ESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER
AND SEEDING RATES.
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
*APPLY: AGRICULTURAL LIMESTONE - 2000 LBS/ACRE
FERTILIZER 10-10-1 1000 LBS/AC E
MULCH - 2 TONS APPROX. 80 BALESj SMALL GRAIN STRAW/ACRE
ANCHOR rw TACK W/ LIQUID ASPHALT 0 400 GAL/ACRE OR
EMULSIFIED ASPHALT 0 400 GAL/ACRE
SEEDING SCHEDUr
DATE PRODUCTRATE
AUG 15 - NOV 1 TALL FESCUE 30 LBS/ACRE
NOV 1 - MAR 1 RYE (GRAIN) 120 LBS/ACRE
MAR 1 - JUN 30 PENSACOLA B;AAHlAIGRASS 60 LBS/ACRE
KOBE(cAo QED) LESPEDZA 90 LBS/ACRE
COMMON BERMUDA GRASS 50 LBS/ACRE
(HULLED)
JULY 1 - AUG 15 COMM?N BERI UDA GRASS 50 LBS/ACRE
HULLED
BROWNTOP MILLET 20 LBS/ACRE
ALL DISTURBED ARES SHALL BE SEEDED WITHIN 30 DAYS OF THE
COMPLETION OF GRADING.
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR
ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION
OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO
WELL UDDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE.
�.�
SEED MIXTURE
SPECIES RATE (LB/ACRE)
TALL FESCUE 80
PENSACOLA BAHIAGRASS 50
SERICEA LESPEDEZA 30
KOBE LESPEDEZA 10
5HANLNQ_Ta_
1. FROM SEPT.1 - MAR, 1, USE UNSCARIFED SERICEA SEED
2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO 30 LB./ACRE.
3. WIRE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE
KOBE TO 40 LB/ACRE.
NTA-B--ANTS
BETWEEN APR. 15 AND AUG. 15 ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE
SUDANCRASS. PRIOR TO MAY 1 OR AFTER AUG. 15, ADD 25 LB/ACRE RYE(CRAIN)
SEEDING DATES
BEST POSSIBLE
EARLY SPRING: FEB. 15 - MAR. 20 FEB. 15 - APR. 30
FALL_ SEPT. 1 - SEPT. 30 SEPT. 1 - OCT. 31
MELTS
RIPPLY DIME AND FERTILIZER ACCORDING TO SOL TESTS, OR APPLY 3000
5,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE (USE THE LOWER RATE ON SANDY SOILS)
AND 1000 LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE
MULCH. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR ROVING, OR BY CRIMPING
WITH A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN
BE USED AS A MULCH ANCHORING TOOL.
MT.E�N
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR,
ACCORDING TO SOIL TEST OR TOPDRESS WITH 500 LB/ACRE 10-10-10 FERTILIZER. MOW
AS NEEDED WHEN SERICEA IS OMITTED FROM THE MIXTURE. RESEED, FERTILIZE
AND MULCH DAMAGED AREAS IMMEDIATELY.
CITY OF WILMINGTON BACK -FLOW ASSEMBLY INSTALLATION GUIDELINES
1. THE BACK FLOW ASSEMBLY SHOULD BE AS CLOSE TO THE WATER METER AS POSSIBLE.
IN ALL CASES IT SHALL BE BEFORE THE FIRST WATER SERVICE.
2. THE DOUBLE CHECKVALVE AND REDUCED PRESSURE ASSEMBLIES SHALL BE INSTALLED
AT LEAST 12 INCHESE ABOVE THE FINISH GRADE, FLOOD LEVEL OR FLOOR.
3. PRESSURE VACUUM BREAKER ASSEMBLIES SHALL BE INSTALLED AT LEAST 12 INCHES
ABOVE THE HIGHEST WATER OUTLET. WHEN INSTALLING A PVB ON AN IRRIGATION SYSTEM
CONSIDER THE PLACEMENT OF SPRINKLER HEADS ON HILLS AND SLOPES. PVB SHALL NOT BE
INSTALLED AT A LOWER LEVEL THAN THE HIGHEST OUTLET.
4. THE MAXIMUM INSTALLATION HEIGHT OF A BACKFLOW ASSEMBLY INDOORS IS THIRTY-SIX
INCHES, OUTDOORS SIXTY INCHES.
5. AN ENCLOSURE SHALL BE PROVIDED THAT PROTECTS THE ASSEMBLY FROM THEFT, VANDALISM,
TAMPERING, WEATHER AND FROST.
6. IN THE FLOOR, UNDERGROUND AND VAULT INSTALLATIONS ARE PROHIBITED.
7. THERE SHALL BE 24 INCHES CLEARANCE ON ALL SIDES OF THE ASSEMBLY.
8. ELECTRICAL EQUIPMENT, OUTLETS AND BREAKER BOXES SHALL NOT BE LOCATED BENEATH
THE ASSEMBLY.
9. ONLY ASSEMBLIES APPROVED BY THE USC FOUNDATION FOR CROSS -CONNECTION CONTROL
OR ASSE SHALL BE ACCEPTED.
10. THE TYPE OF ASSEMBLY SHALL BE APPROPRIATE FOR THE HAZARD AS IDENTIFIED BY THE
CROSS -CONNECTION CONTROL OFFICE.
11. PRIOR TO INSTALLING ASSEMBLIES INDOORS IT IS RECOMMENDED THAT THE CROSS -CONNECTION
CONTROL OFFICE BE CONTACTED FOR ADDITIONAL INFORMATION.
12. WATER METERS WILL NOT BE SET UNTIL THE CITY HAS INSPECTED AND APPROVED THE
BACK FLOW ASSEMBLY AND ITS INSTALLATION.
SITE WORK NOTES:
1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH
FIELD CONSTRUCTION CONDITIONS.
2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT OF
WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY REQUIREMENTS AS TO
TRAFFIC CONTROL AND CONNECTION TO EXISTING STREETS.
3. CLEARING AND GRUBBING: REMOVE ALL TREES AS REQUIRED, UNLESS OTHERWISE
NOTED TO REMAIN, STUMPS, ROOTS, SHRUBBERY, ASPHALT, CONCRETE, STRUCTURES
BURIED UTILITIES, STORAGE TANKS, ETC. WITHIN LIMITS OF CONSTRUCTION.
4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL,
WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL.
5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING
BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE
ELEVATIONS WITH A CLEAN SELECT -FILL COMPACTED AS SPECIFIED.
6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL 'SHALL
BE REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL
APPLICABLE LOCAL AND STATE CODES.
7. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW
MATERIAL REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS
ASSOCIATED WITH BORROW OPERATIONS.
8. FILL AND COMPACTION: AFTER STRIPPING THOSE AREAS DESIGNATED TO
RECEIVE FILL SHOULD BE PROOFROLLED WITH A 10-TON VIBRATORY STEEL
WHEELED ROLLER TO COMPACT THE TOP 8" TO AT LEAST 98% OF MAXIMUM
DENSITY AT OPTIMUM MOISTURE CONTENT. ANY AREA WHICH PUMPS OR
RUTS EXCESSIVELY SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN,
SILTY OR CLAYEY SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP,
SM. OR SC. FILL MATERIAL 5' OUTSIDE OF BUILDING AREAS SHALL THEN BE
PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 95%
OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH
THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED TO 98% OF THE
STANDARD PROCTOR MAXIMUM DRY DENSITY. FILL MATERIALS WITHIN
BUILDING AREAS TO A LINE OUTSIDE THE BUILDING AREAS SHALL BE
PLACED IN LAYERS NOT TO EXCEED 8' AND COMPACTED TO AT LEAST 98%
OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D--698) WITH
THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED IN 6 INCH LAYERS
TO 100% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IN AREAS
WHERE NO STRUCTURAL FILL IS TO BE PLACED THE UPPER 12 INCHES OF
IN -PLACE SUBGRADE SHOULD BE COMPACTED TO AT LEAST 98% OFF THE
STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE MATERIAL IS TOO
DRY TO COMPACT TO THE REQUIRED DENSITY EACH LAYER SHALLBE
WETTED IN ACCORDANCE WITH COMPACTION REQUIREMENTS. IF THE
MATERIAL IS TOO WET TO SECURE PROPER COMPACTION, IT SHALL BE
HARROWED REPEATEDLY OR OTHERWISE AERATED WITH SUITABLE
EQUIPMENT UNTIL OPTIMUM MOISTURE CONTENT IS OBTAINED. FILL SHALL
BE PLACED IN SUCH A MANNER THAT THE SURFACE WILL DRAIN READILY
AT ALL TIMES. SEE STRUCTURAL NOTES AND SOILS REPORT FOR
ADDITIONAL REQUIREMENTS.
9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO
CONSTRUCT HIS WORK.
10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION
OF EXISTING UTILITIES DURING CONSTRUCTION.
11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY
ROBERT H. GOSLEE 6 ASSOCIATES, P.A., AND PROVIDED BY OWNER.
12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF
RELOCATION OR DISCONNECTION OF ALL EXISTING UTILITIES WITH
APPLICABLE AGENCIES AND AUTHORITIES.
14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL
CONFORM TO NCDOT STANDARDS.
15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL AND
STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL
REQUIREMENTS.
16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE.
17. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS
RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK
CONDITION.
18. REFER TO THE PLUMBING DRAWINGS FOR LOCATION AND INVERTS OF NEW
WASTE AND WATER LINES.
EROSION CONTROL NOTES AND MAINTENANCE PLAN:
1. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING
CONSTRUCTION OR AS SOON THEREAFTER AS POSSIBLE. ALL EROSION
AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY
AND OPERATION FOLLOWING EVERY RUNOFF --PRODUCING RAINFALL BUT IN
NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE
MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
2. MAINTAIN THE GRAVEL CONSTRUCTION ENTRANCES IN A CONDITION TO
PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE.
THE CONTRACTOR SHALL INSPECT THE CONSTRUCTION ENTRANCES ON A
DAILY BASIS. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH
ADDITIONAL #4 STONE. ANY OBJECTIONABLE MATERIALS SPILLED, WASHED,
OR TRACKED ONTO PUBLIC ROADWAYS SHALL BE REMOVED IMMEDIATELY.
3. INSTALL EROSION CONTROL MEASURES AROUND THE DROP INLETS AS
SHOWN ON THE PLANS TO TRAP SILT DURING CONSTRUCTION. INSPECT
THE EROSION CONTROL AROUND THE' INLETS AFTER EACH RAIN AND MAKE
REPAIRS IMMEDIATELY. REMOVE SEDIMENT WHEN IT BECOMES 0.50' DEEP TO
PROVIDE ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS. WHEN THE
CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED,
REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL AND EITHER SALVAGE
OR DISPOSE OF IT PROPERLY. BRING THE DISTURBED AREA TO PROPER
GRADE AND APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE
DROP INLETS.
4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT
BECOMES 0.5 FT. DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE
REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
5. NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL
TO 3 HORIZONAL UNLESS OTHERWISE SPECIFIED ON THE PLAN. ALL SLOPES
SHALL BE SEEDED AND STABILIZED WITHIN 15 DAYS.
6. ALL DISTURBED AREAS SHALL BE SEEDED WITHIN 30 DAYS OF DISTURBANCE.
ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND
MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN
A VIGOROUS, DENSE VEGETATIVE COVER.
7. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF THOSE
SHOWN ON THIS PLAN ARE NOT EFECTIVE.
8. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE THE PROJECT
IS COMPLETED.
9. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL
PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT
CLOSE-OUT.
C2

-------- , _____ _-- --
21 _-
-__ _ __ __-- - -___-------------- _
--- .�=____ - -1J _ - 20 - 1-.--_---- - _____-_ ------------------------------------ --
19
��= =_-,; ----- ---------- �-; ��� _�_ `�� 20 -------------
PRINCESS PLACE DRIVE 22 J _ _ _ _ _ - - - " to- -'' ' _ _ _ _ - - _ -
MARKET STREET HViIY 17174
5C1EN11FlC PARPARk DRIVE _ - - _ - - - -•- - - -�
itVILMINGT'ON, NC _ __________________ ____-- =-= --���' I ��
VICINITY MAPcr
(NOT TO SCALE) U ,
c\j _ __-_-----'------
t_ -
_ - _
• - SET GS - `- ' ,.�„
2 TIN `� ss'o» »35.s' 2o-"- ��____ .�..
2 � � _ - -- =" _ _ ._ ,�, .�., tea► a «-
�, _ _ _ _ _ _, , - �,_,. - �„ - ,�••. •tea ....-.. 55 I P < 4 1.5 5
S 86 46 30 E f>74.40---____
..�... - -
154 '
.a. ,�. - 2-----___ ._ . - _ .-
-_ _
' 23-----________� ___-� - _._ . _ __�-T-ft
MWa AIM - - .._-
__ ' I CAT& BAS N
- + \ 14 SPACES ,� EXISTING LEWIDE CR4OM , -, 1 -' TOP I = 19. 4'
r 2-6 - r / n WILL BE REMOVED R THE __
t - !� v ! EXPANSION IS D. FILL f f _ INV. ,- _ 16.14
2 ---I -
,' REQ IRED FOR POSITIVE DRAINAGE _ - -
F-T® FT f { -----
__p----- _ ----P- - --- -__ _ - __ -- - �> `� ,� 3SPACE016
I
TEMPORARY GRAVELLED TOP=22.41' /r' _ �, \ ,� ASPHALT ► ► ,
CONSTRUCTION ENTRANCE \ INV. = 20. i8' r I - -
' �.
______---------- -------- 23 ,-------_ CURBING
EXISTING DOUBLEWIDE CLASSROOM WILL BE REMOVED AFTER THE
EXPANSION IS COMPLETED. FILL
1. uj
12 SPACES WITH 1 HC SPACE 2 SPACES
f
STE DATA
TOTAL SITE AREA,
DAY CARE PLAYGROUND AREA
DSTURBED AREA CONSTRUCTION LIMITS:
ZONING:
EXISTING DAYCARE BUILDING:
PROPOSED DAYCARE EXPANSION;
BUILDING HEIGHT.
BUILDING SETBACKS:
ai PARKING
NIEW IMPERVIOUS
+• AREAS.
PROPOSED DAYCARE Es k" SI M
CONCRETE WALKS/PADS:
TOTAL
l IMPERVIOUS AREAS.
1:
REQUIRED:
AND REGRADE THE AREA AS _ - '
t NEW 6' CHAIN LINK FENCE
REQUIRED FOR POSITIVE DRAINAGE t r - �' ! f r
TO THE EXISTING PARKING LOT. ' ----- REMOVE THE EXISTIN DEWALK ! 2 SPACES
70'
C.P.&L CO. TRANSMISSION LINE EASEMENT "- f i i i I w---+----- DROP INLET
I CONCRETE SIDEWALK z � W/ INLET "OTEC11ON
MB 22, PG 95 r 3 SPACES W1 `
N , , --,- ° TOP ASPHALT PARKING
ASPHALT AL \\\ ` 1 HC SPACE N i i 'Icv I w IV INV. 18.10
\ REMOVE EXISTING FENCE I ; i i £'� + FIELD VERIFY TOP AND
\ ,
! + � INVERT op , TO CONSTRUCTION
EXISTING SIDEWALK SHALL REMAIN '
\\
DOUBLE WIDE
EXISTING ,ALK SHALL REMA ., - - - - - - 2� --,,
r y.
+r � ; f !
1 �
s 86'46'30"E
1a.00'
i
MOBILE CLASS ROOMS
,' • - _"
y' ASPHALT
- 2 SPACE , f f
�
w
EXISTING S RE N, PROVIDE TREE PROTECTION
f
'
tr
\
SAC STING SID
� G + ►,
PRIOR TO BE NNING CLEARING AND GRADING
f
f
�,
o _
G
1
/
\
LIED TO REMOVE.
_
AL - -
+ ►
CVR� NEW N CHAIN U FENCE !
i i
►
{
REGRADE THE LUTING PLAYGROUND FOR POSrWE i
'
Q } -
2
\
\
� \
°®� - --------------
VIDE GATE FOR MAPLE
PEDES N ACCES + '
o
`��
�, ,; oLIK
► tip' �,.
PROVIDE GATE FOR
ES ACCESS
INTO THE PROPOSED DROP INLETS.
DRAINAGE ,
CO ��
-
�.-
ij
ti �
SEENOTE IO SHEET Ci !
►
� arw - -• - ml - - f ,-. �
\ �� ► CONIC,---�_
> a� , mm
r ,
M
CONCRETE SIDE A r �'
1
24.00 3.20 ►
- -- - -- - ,^�
,�
+ NEW 6' C Iy LINK FENCE
t
`DROP INLET W/
--'--
--. _._._-.�._/�
`-- 4 R.
\ ----- _ _
PL-
ASTiC IPE - r
_ _ C. SBari IDfEWAL ti
_>►
+
i
ffS {TS I f f / / / J ► \ p
�j /� �/�, /� R VE `� • INLET PROTECTION „_•••r 6 C , , \ QS `, � < �.. �_��
TOP 2aQ0 ----.. _
6' C 6" HDPE CO TED SMOOTH is ' ,�' I' EXISTING 1$_"�P
INV. 21.50 \ i REMOVE INTERIOR PIPE 0 M I IV. `\1 & ' -�H
�o� �� o`� - + ISTING EXGRADE TO PICK UP EXS11NG 4 N \ \ � '\\ }��'\ }
ROOF DOWN SPOUTS. SEE NOTE `\ \, �
- .ti°`• i DROP INLETS _, 1 - { .-
- --- - I a 3 SHEET C
BLOCK X- N �,°' r AND 4 PIPE 03
- �, s REMOVE
REMOVE AND NG
\r ALLS 8' HDPE Smw-1 Rv o i I w ► .,
! I I I EXISTING CONCRETE
PLAY ND BOX AND �, I
_ SIDEWALKS r�
c
AS RE�LIIRED TO INSTALL THE STORM 0 r` 25.4
DRAIN- PIPE AND DROP INLETS. �\ r "' FINISHED FLOOR► ; . REMOVE 2 ' f ►
I
CO R04NATE WITH THE OWNER <--,-- \ � � �� NE PLAYGROUND �_ =
- - -- _, Q 0 ELEVATION - 25.E-7' _: EXISTING �
PRIOR TO CONSTRUCTION. , , , , E Q U 1 P M E N T I ' ,' TREES ► , ,
,- t o� s6"CB ; I , ONE STORY Z. ,. -�,+�., ' ► !
w cL �`� �,�' 4 COR PLASTI ° BRICK BUILDING `a 2525 j+ + {`�
Q ( ti� �o� \ r , C PIPE - -r 25.4 CE �� '
'fig a L 47 O4' 2
-❑ - - 1 /� `� 8" HDPE CORRUGATED SMOOTH
TRACT ONE - ❑ ,; ` 4
EXISTING TREE SHALL REMAIN. INTERIOR PIPE 010% MINIMUM
Ac.
4.174 t � ..,..._ PROV4OE TREE PROTECTION � � GRADE TO PICKUP EXISTING �. 4� • � .,� vv - • �
ar• ram- A C s c . \ 25. ►. O
N N ROOF DOWN SPOUTS, SEE NOTE
CS
FENCING TO BEGINNING _ � \
/
1
i
I W
DROP I�ilaEl'
! Cl SHEET
I 3 !
\ CLEARING AND LNG � •,. • : \ � c� .
ANALYTICAL INDUSTRIES, INC.
APPLIED ANAL � , TION r - - - - INLET PROTEC ► �, • •
1410 PAGE 6 82 TOP 23.E �, f ) _ _ AN ! t
BOOK f rD i ' ` ,� 2&10 \ r. r
t t ! � REMOVE EXISTING f> /. • ti � :, , c
! • ,
I
16 74 } JiV. 21.20 , 4 c PI1
BOOK 11I 14. PAGE +1 DROP INLET AN J 4 PIPE. , , j.a o
V SH . WN.
13 6 9 ��� W REPLACE AS O + M
BOOK 1 587 PAGE , IRR.
CON C ER r 5.4
ON LI CON T. ►i �, 4 1
COVERED r r ,- _VALVE
r TO+P = 15 2
- CONCRETE PAD t 1 �� \! ,, �� \ 6 C � �
B6T CAM = 18.13
CONCRETE PAD
-;AID i
HDOE CORROPATED SMOOTH �' ti „ , -
TING PLAYGROUND FFE 2S47 + ti /
REGRADE THE EXISTING o
► � .- �J) \ ,� + 1 mac,
R PIPE 0.50% ,
FOR POSE lVE DRAINAGE INTO THE t ¢ +� + r -- �. ';FIELD VERI INV.. CPP =+ 1g.5
PROPOSED DROP INLETS, z ° + ' + / ` , K �+ ' �' +\ it
rY SEE NOTE 10 SHEET Cl �' ¢ ! i A CONCRETE PAD s • , t 5. \�r r� i 5.4 `
NEW PLAYGROUND ONO.
' ��EQUIPMENT
REMOVE AND REPLACE EASTINGa .� i � �'r' � 2
PLAYGROUN
D BOX AND EQUIPMENT �r hot
tL \ c4• � +�,. �L"„�. � 1 ;�. .� • Z�I•.5� rN N N 2 � �; O
AS REQUIRED TO INSTALL THE STORM , G� ti o°` I t - •- = `� +
DRAIN PIPE AND DROP INLETS. co 55F /�ca ��' f z4. _ _ _ _ _
COORDINATE WITH THE OWNER N "' 4� �' j
COO �. ti
PRIOR TO CONSTRUCTION. O ti ti __-_ -------- -- o'
t �L � � � I I
I I 1 `y N t - --� - _-----------_..--.__ ,R
APPROXIMATE LOCATION f o � � ,- _------- _ ti I PP 19�3 t �
h o "� ^)^- - -- - - _ V. 15
OF JUNCTION BOX. rl �0 tx � } • �
Wit_____- ___ --
����%�f%✓�%�������i� - _ - _ -•� t _ - - _ _.. + c� APPROX. LOCATION OF b N DERGROU N D CO DUI T ox
':F .-'
a!/1 iaPgM� 'iaO i�Y� alY �ii - �a aaa I Yl�a � l
-X = -7l - 0 �! wow TAR a m
N $f>'46'30"W 67'4.00' t} BULK HEAD,, '' mom
GATE �. .. ,.., �. - Ova Now - - a , . amoo ..a *was
�. mom �_
mam�► WAM Pair •aoa• .... -
N 86 4C 30 W 668.00' ____ - -_-_ 24
NEW 15" HDPE CORRUGATED SMOOTH
A S P H A L INTERIOR PIPE 0 0
20' WATERLINE EASEMENT _ - w - w _ - - w _ - w
APPROXIMATE LOCATION - w -- w - w - - - w - - w - - - w - - w - - - w - w - - - w _ - EN APPROXIMATE LOCATION '> WATER LINE
w -w - - - w
- - w - - - w - - _ _ . _
PROVIDE TEMPORARY GRAVELLED
CONST 3.LI_:ENT CF_-.AT REAR
GATE IF IT IS USED FOR CONSTRUCTION 6" HDPE CORRUGATED SMOOTH DROP INLET
APPROXIMATE LOCATION OF INTERIOR PIPE 01.0% MINIMUM W/ INLET PROTECTION
FORCEMAN. FIELD VERIFY Y SEER SEES TO THE TING LIFT GRADE TO PICK UP ROOF DOWN TOP 22.20
PRIOR TO CONSTRUCTION 4" SANffSTATION AT 1 MINIMUM GRADE. THE CONTRACTOR, SPOUTS. SEE NOTE 3 SHEET Cl. Imo' �`�
PLUMBER AND OWNER SHALL CONFIRM THAT THE EXISTING NEW 15" HDPE CORRUGATED SMOOTH
UFTSTA11ON IS ADEQUATE TO ACCEPT THE ADDITIONAL DROP INLET INTERIOR PIPE 0 0:5 i
WASTEWATER. UPGRADE THE EXISTING LIFT STATION AS W/ INLET PROTECTION
REQUIRED. COORDINATE WITH THE OWNER PRIOR TO CONSTRUCTION. TOP 22.80 REMOVE EXISTING FENCE
NEW 8' INV. IN 20.65
NEW 16" INV. OUT 1950,
SITE PLAN FIELD VERIFY THE INVERT OF THE
EXISTING 15" SD PRIOR TO CONSTRUCTION.
PLOTN
2
SCALE: 1" = 0'
V
•
��v''
k 1. i. � i k. ;# f + ♦ a � �
� [> r '� v��yr
,.Vv a a icy g. #ii ,. i► :;4 S .� iP. w:
i !a
{' sr
ii
a
,.. ..�' _ s ). �,L_ • �-... a . i i�, � Al, •- k y���1► 1�" :'. k k �_ !�' �Y��
7
f
a� � as M► r a # -
.y
i
A. w
•
nil
NIi
�, �. s a . ■ a
.i
e k
4213 ACRES
21,400 SF
1.06 ACRES
AI
4,068 SF
5,870 SF
19
50' FRONT SETBACK
2U SIDE SETBACK
29 REAR SETBACK
1 SPACE PER 8 STUDENTS
25 SPACES REQUIRED FOR 200 STUDENTS
38 W/ 2 HC SPACES
i
O SF
00 SF
i 1
SF
8 % OF PARKING/DRIVE AREA
15 TREES PER ACRE
LECEND
----- - 4 - - PROPERTY LINE
' ' NN' NN' NO DISTURBED AREA/CONSTRUCTION LIMITS
NEW CONCRETE
EXISTING CONTOUR
EXISTING SPOT ELEVATION
---� PROPOSED FINISH GRADE
SPOT ELEVATION
EROSION CONTROL AROUND INLETS
TEMP. SILT FENCE
e
l'
f�
ul
co
Mf
�►
EC 13 2000
DW
PROJ

1'-6' x V-0' x ,080 STD, ALUM, --
HANDICAPPED PARKING SIGN
TO READ 'RESERVED PARKING"
WITH IDENTIFICATION SYMBOL,
BOLT TO WD. POST W/ 3/8' CADMIUM
PLATED NUTS, BOLTS & WASHERS,
9N x V-0" x ,080 STD ALUM. SIGN --��
TO READ "VAN ACCESSIBLE
BOLT TO WD. POST WITH 3/8 CADMIUM o
PLATED NUTS, BOLTS & WASHERS
9' x V-0' x ,080 STD ALUM, SIGN C�
TO READ "MAXIMUM PENALTY $250,
GS 20-37,6'. BOLT TO WD, POST
COLORS WITH 3/8' CADMIUM PLATED
LEGEND AND BORDER - GREEN NUTS, BOLTS & WASHERS,
WHITE SYMBOL ON BLUE BACKGROUND FINISHED
BACKGROUND - WHITE TREATED WOOD 4'x4" POST. FRAME
1 1/2" R, (TYP) 1 1/2' R.---. .
(TYP)
MAXIMUM VAN
PENALTY 3/8' ACCESS LE 3/8"
LEGEND AND BORDER - GREEN LEGEND AND BORDER - GREEN
BACKGROUND - WHITE BACKGROUND - WHITE
TYPICAL HANDIGAPPEQ SIGN DETAIL
NTS
00
6 15 16"
778
FINISHED GRADE 7 3 163/8
4"
`- AIR GAP
9 8 =
00
cNOTE:Av rnt 11XIA1 Mr Tit 1 "
4
STAN DAR D C LE A N OUT
NTS
NOTES:
1. FENCE MESH SHALL BE MINIMUM
32" IN WIDTH AND SHALL HAVE
A MINIMUM OF 6 LINE WIRES
WITH 12 STAY SPACING.
2. FILTER FABRIC SHALL BE MIRIFI
140 OR EQUIVALENT AND SHALL
BE ADEQUATELY FASTENED TO
THE FENCE MESH WITH CRIMP-
ING CONNECTORS.
3. STEEL. POSTS SHALL BE 5'-0-
IN HEIGHT AND BE OF THE SELF
FASTENER '"T" SECTION TYPE.
HUM 2' MIN.
STEEL "T" POST
SILT FENCE
PLAN yj
I!
Ji #i
I!I
Jill
', LLil
FRONT VIEW
EROSION CO TROL
AROUND. - INLET
NTS
STEEL "T" POST
WIRE MESH FENCE
/-- CRIMP RING CONNECTOR
SYNTHETIC WOVEN
%- FILTER FABRIC
NOTES:
1. SIDEWALK THICKNESS SHALL BE 4" UNLESS NOTED OTHERWISE.
2. CONTRACTION JOINTS (CA) SPACE SAME AS SIDEWALK WIDTH.
3. THICKEN SIDEWALK TO 6" AT DRIVEWAYS.
4. THICKEN SIDEWALK TO 6" IN LAST 3' WIRE IT ABUTS PAVEMENT 6NTOOLEDWITH NO CURB. J4T5. 1/STR�RSANDOOAPXUNC UNCTIONS, AT S, AS NS ONSI ELAN
6. FRtMDE A LAYER OF BLDG. FELT BETWEEN WALK AND ADJACENT
PARALLING CURB OR UCTURE. x
7. REINFORCE w/64-10/10 W.W.M.
CURB 50' MAX. SPACING
1 /2" EXPANSION
JOINT MATERIAL
d EXPANSION JOINT (E.J.)
y
�-- FILL SLOPE
GROUND LINE
TO ANCHOR BOTTOM DIG
IN 6" DOWM & 6" OUT
-EL I" POST
i6" CEGA. NTWIRE
e 1 %8"R1 TOOLED JOINT ° d „FILM -777777
C.J ,
d
:J: d
BLDG.-STRUCTURE CONTRACTION JOINT (C.J.)
SIDEWALK JOINT DETAILS
NTS
COARSE AGGREGATE
� � a
IEt A R WOOD POST
WIRE FABRIC
12 FILTER FILTER FABRIC
A s �
k-'
it
ANCHOR FABRIC SKIRT
is DIRECTED BY ENGINEER
�u
LiIt
NOTES:
1. FENCE FABRIC SHALL BE A MIN. OF 32- IN WIDTH AND
SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12' STAY
SPACING.
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF
36- IN WIDTH. FABRIC SHALL BE FASTENED
ADEQUATELY TO THE WIRE 1ABRIC AS DIRECTED BY THE
ENGINEER.
3. STEEL POST SHALL BE S'-Q- IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
4. WOOD POST SHALL BE A MN. OF 6' IN HEIGHT AND 3-
TO 4" IN DIAMETER. WIRE FABRIC SHALL BE FASTENED
TO WOODEN POST WITH Na LESS THAN #9 WIRE STAPLE
1 1/2- LONG
TEMPORARY SILT FENCE
�i
FRAME
MINIMUM AVERAGE WEIGHT
40 LBS.
0,26
LC
SECTION C
SECTION D
V-RIBS COVER
WATER MINIMUM AVERAGE WEIGHT
amum A 20 LBS.
METER
PLAN
Y 7 3/8° 9,625U1 5"
225" 1.76 I
5.75" 5,75"
1a--6 5/8" 03375" -P-a°
0
SECTION A SECTION B
WA -11-ER ETER BOX
NTS
SEE PLAN FOR PIPE
ORIENTATION I
�m
! !
I ! -
I CASTING
-NOTE: 2' X 2' CAST IRON
----- - --- i DROP INLET FRAME & GRATE
SHALL BE HEAVY DUTY
I !
CONC. COLLAR i NEENAH FOUNDARY
COMPANY R-3210-Q
PLAN
PI E
PRECAST Si E »
OR 61, VA IES g
CONCRETE BRICK/cn
w
------ ! �
FLOW C
4„
i
3000 PSI CONC. _
00
A Q' a III .4 d
SECTION
DROP INLET DLI
NTS
NOTES:
1. WATER METERS ARE TO BE PROVIDED BY THE CITY
Z ALL WATER METERS MUST BE LOCATED WITHIN PUBLIC
RIGHT-OF-WAYS AND/OR EASEMENTS
3. WATER METERS SHALL NOT BE LOCATED N DRIVEWAYS
TYPE 'K' SOFT COPPER TUBING
ELEV. VARIES
WHERE R/W WIDTH PERMITS
LARGE CAST IRON
METER Box
x
Q
x. I
SIDEWALK
�-- MUELLER H-1422
METER YOKE W/12 RISER
FORD VF66-12, VF77-12
1_11Z4#e WATER SERVICE
NTS
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOIL CONDITIONS, IF AVAILABLE.
2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH.
3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES
REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL.
{* SEE BELOW)
5. CONTINUE TILLAGE UNTIL A WELL, PULVERIZED, FIRM, REASONABLY UNIFORM
SEED BED IS PREPARED 4-6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDING
WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE
OVER 609 DAMAGED, RE-ESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER
AND SEEDING RATES.
9. CONSULT CONS
ERVAT�QN INSPECTOR ON MAINTENANCE TREATMENT AND
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
*APPLY: AGRICULTURAL LIMESTONE - 2000 LBS/ACRE
FERTILIZER 10-10-10 1000 LBS/AC E
MULCH - 2 TONS (APPROX. 80 BALES3 SMALL GRAIN STRAW/ACRE
ANCHOR - TACK W/ LIQUID ASPHALT 0 400 GAL./ACRE OR
EMULSIFIED ASPHALT ® 400 GAL/ACRE
SEEDING SCHEDULE
.A&TI PRODUCTRATE
AUG 15 -- NOV 1 TALL FESCUE 30 LBS/ACRE
NOV 1 - MAR 1 RYE (GRAIN) 120 LBS/ACRE
MAR 1 - JUN 30 PENSACOLA BAHAIGRASS 60 LBS/ACRE
KOBE or KOR LESPEDZA 90 LBS/ACRE
(SCARIFI�
COMMON BERMUDA GRASS 50 LBS/ACRE
(HULLED)
JULY 1 - AUG 15 COMM?N BERMUDA GRASS 50 LBS/ACRE
HULLED
BROWNTOP MILLET 20 LBS ACRE
ALL DISTURBED ARES SHALL BE SEEDED WITHIN 30 DAYS OF THE
COMPLETION OF GRADING.
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR
ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION
OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO
WELL UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE.
117
MIND MIXTURE
SPECIES RATE (LB/ACRE)
TALL FESCUE 80
PENSACOLA B.AHIAGRASS 50
SERICEA LESPED ZA 30
KOBE LE- 10
SEEDKQAQM-
1. FROM SEPT.1 - MAR. 1, USE UNSCARIFIED SERICEA SEED
2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO 30 LB./ACRE.
3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE
KOBE TO 40 LB/ACRE.
MME PLANTS
BETWEEN APR. 15 AND AUG. 15 ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE
SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG. 15, ADD 25 LB/ACRE RYE(GRAIN)
SEEDING DATES
BEST POSSIBLE
EARLY SPRING: FEB. 15 - MAR. 20 FEB. 15 - APR. 30
FALL, SEPT_ 1 - SEPT. 30 SEPT. 1 - OCT. 31
APPLY LIME AND FERTILIZER ACCORDING TO SO L TESTS, OR APPLY 3000
5,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE (USE THE LOWER RATE ON SANDY SOILS)
AND 1000 LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE
MULCH. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR ROVING, OR BY CRIMPING
WITH A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN
BE USED AS A MULCH ANCHORING TOOL.
MAKUUANCE
3F GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR,
ACCORDING TO SOIL TEST OR TOPDRESS WITH 500 LB/ACRE 10-10-10 FERTILIZER. MOW
AS NEEDED WHEN SERICEA IS OMITTED FROM THE MIXTURE. RESEED, FERTILIZE
AND MULCH DAMAGED AREAS IMMEDIATELY.
CITY OF WILMINGTON BACK -FLOW ASSEMBLY INSTALLATION GUIDELINES
1. THE BACK FLOW ASSEMBLY SHOULD BE AS CLOSE TO THE WATER METER AS POSSIBLE.
IN ALL CASES IT SHALL BE BEFORE THE FIRST WATER SERVICE.
2. THE DOUBLE CHECKVALVE AND REDUCED PRESSURE ASSEMBLIES SHALL BE INSTALLED
AT LEAST 12 INCHESE ABOVE THE FINISH GRADE, FLOOD LEVEL OR FLOOR.
3. PRESSURE VACUUM BREAKER ASSEMBLIES SHALL BE INSTALLED AT LEAST 12 INCHES
ABOVE THE HIGHEST WATER OUTLET. WHEN INSTALLING A PVB ON AN IRRIGATION SYSTEM
CONSIDER THE PLACEMENT OF SPRINKLER HEADS ON HILLS AND SLOPES. PVB SHALL NOT BE
INSTALLED AT A LOWER LEVEL THAN THE HIGHEST OUTLET.
4. THE MAXIMUM INSTALLATION HEIGHT OF A BACKFLOW ASSEMBLY INDOORS IS THIRTY-SIX
INCHES, OUTDOORS SIXTY INCHES.
5. AN ENCLOSURE SHALL BE PROVIDED THAT PROTECTS THE ASSEMBLY FROM THEFT, VANDALISM,
TAMPERING, WEATHER AND FROST.
6. IN THE FLOOR, UNDERGROUND AND VAULT INSTALLATIONS ARE PROHIBITED.
7. THERE SHALL BE 24 INCHES CLEARANCE ON ALL SIDES OF THE ASSEMBLY.
8. ELECTRICAL EQUIPMENT, OUTLETS AND BREAKER BOXES SHALL NOT BE LOCATED BENEATH
THE ASSEMBLY.
9. ONLY ASSEMBLIES APPROVED BY THE USC FOUNDATION FOR CROSS -CONNECTION CONTROL
OR ASSE SHALL BE ACCEPTED.
10. THE TYPE OF ASSEMBLY SHALL BE APPROPRIATE FOR THE HAZARD AS IDENTIFIED BY THE
CROSS -CONNECTION CONTROL OFFICE.
11. PRIOR TO INSTALLING ASSEMBLIES INDOORS IT IS RECOMMENDED THAT THE CROSS -CONNECTION
CONTROL OFFICE BE CONTACTED FOR ADDITIONAL INFORMATION.
12. WATER METERS WILL NOT BE SET UNTIL THE CITY HAS INSPECTED AND APPROVED THE
BACK FLOW ASSEMBLY AND ITS INSTALLATION.
SITE WORK NOTES:
1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH
FIELD CONSTRUCTION CONDITIONS.
2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT OF
WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY REQUIREMENTS AS TO
TRAFFIC CONTROL AND CONNECTION TO EXISTING STREETS.
3. CLEARING AND GRUBBING: REMOVE ALL TREES AS REQUIRED, UNLESS OTHERWISE
NOTED TO REMAIN, STUMPS, ROOTS, SHRUBBERY, ASPHALT, CONCRETE, STRUCTURES
BURIED UTILITIES, STORAGE TANKS, ETC. WITHIN LIMITS OF CONSTRUCTION.
4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL,
WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL.
5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING
BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE
ELEVATIONS WITH A CLEAN SELECT -FILL COMPACTED AS SPECIFIED.
6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL
BE REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL
APPLICABLE LOCAL AND STATE CODES.
7. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW
MATERIAL REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS
ASSOCIATED WITH BORROW OPERATIONS.
8. FILL AND COMPACTION: AFTER STRIPPING THOSE AREAS DESIGNATED TO
RECEIVE FILL SHOULD BE PROOFROLLED WITH A 10-TON VIBRATORY STEEL
WHEELED ROLLER TO COMPACT THE TOP 8" TO AT LEAST 98%OF MAXIMUM
DENSITY AT OPTIMUM MOISTURE CONTENT. ANY AREA WHICH PUMPS OR
RUTS EXCESSIVELY SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN,
SILTY OR CLAYEY SAND HAVING A UNIFIED SOIL CLASSIFICATION' OF SP,
SM, OR SC. FILL MATERIAL 5' OUTSIDE OF BUILDING AREAS SHALL THEN BE
PLACED IN LAYERS NOT TO EXCEED 8' AND COMPACTED TO AT LEAST 95%
OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D--698) WITH
THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED TO 98% OF THE
STANDARD PROCTOR MAXIMUM DRY DENSITY. FILL MATERIALS WITHIN
BUILDING AREAS TO A LINE OUTSIDE THE BUILDING AREAS SHALL BE
PLACED IN LAYERS NOT TO EXCEED 8' AND COMPACTED TO AT LEAST 98%
OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH
THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED IN 6 INCH LAYERS
TO 100% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IN AREAS
WHERE NO STRUCTURAL FILL IS TO BE PLACED THE UPPER 12 INCHES OF
IN -PLACE SUBGRADE SHOULD BE COMPACTED TO AT LEAST 98% OF THE
STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE MATERIAL IS TOO
DRY TO COMPACT TO THE REQUIRED DENSITY EACH LAYER SHALL' BE
WETTED IN ACCORDANCE WITH COMPACTION REQUIREMENTS. IF THE
MATERIAL IS TOO WET TO SECURE PROPER COMPACTION, IT SHALL BE
HARROWED REPEATEDLY OR OTHERWISE AERATED WITH SUITABLE
EQUIPMENT UNTIL OPTIMUM MOISTURE CONTENT IS OBTAINED. FILL SHALL
BE PLACED IN SUCH A MANNER THAT THE SURFACE WILL DRAIN READILY
AT ALL TIMES. SEE STRUCTURAL NOTES AND SOILS REPORT FOR
ADDITIONAL REQUIREMENTS.
9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO
CONSTRUCT HIS WORK.
10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION
OF EXISTING UTILITIES DURING CONSTRUCTION.
11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY
ROBERT H. GQSLEE E ASSOCIATES, P.A., AND PROVIDED BY OWNER.
12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF
RELOCATION OR DISCONNECTION OF ALL EXISTING UTILITIES WITH
APPLICABLE AGENCIES AND AUTHORITIES.
14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL
CONFORM TO NCDOT STANDARDS.
15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL AND
STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL
REQUIREMENTS.
16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE.
17. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS
RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK
CONDITION.
18. REFER TO THE PLUMBING DRAWINGS FOR LOCATION AND INVERTS OF NEW
WASTE AND WATER LINES.
EROSION CONTROL NOTES AND MAINTENANCE PLAN:
1. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING'
CONSTRUCTION OR AS SOON THEREAFTER AS POSSIBLE. ALL EROSION
AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY
AND OPERATION FOLLOWING EVERY RUNOFF --PRODUCING RAINFALL BUT IN
NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE
MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
2. MAINTAIN THE GRAVEL CONSTRUCTION ENTRANCES IN A CONDITION TO
PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE.
THE CONTRACTOR SHALL INSPECT THE CONSTRUCTION ENTRANCES ON A
DAILY BASIS. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH
ADDITIONAL #4 STONE. ANY OBJECTIONABLE MATERIALS SPILLED, WASHED,
OR TRACKED ONTO PUBLIC ROADWAYS SHALL BE REMOVED IMMEDIATELY.
3. INSTALL EROSION CONTROL MEASURES AROUND THE DROP INLETS AS
SHOWN ON THE PLANS TO TRAP SILT DURING CONSTRUCTION. INSPECT
THE EROSION CONTROL AROUND THE` INLETS AFTER EACH RAIN AND MAKE
REPAIRS IMMEDIATELY. REMOVE SEDIMENT WHEN IT BECOMES 0.50' DEEP TO
PROVIDE ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS. WHEN THE
CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED,
REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL AND EITHER SALVAGE
OR DISPOSE OF IT PROPERLY. BRING THE DISTURBED AREA TO PROPER
GRADE AND APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE
DROP INLETS.
4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT
BECOMES 0.5 FT. DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE
REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
5. NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL
TO 3 HORIZONAL UNLESS OTHERWISE SPECIFIED ON THE PLAN. ALL SLOPES
SHALL BE SEEDED AND STABILIZED WITHIN 15 DAYS.
6. ALL DISTURBED AREAS SHALL BE SEEDED WITHIN 30 DAYS OF DISTURBANCE.
ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND
MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN
A VIGOROUS, DENSE VEGETATIVE COVER.
7. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF THOSE
SHOWN ON THIS PLAN ARE NOT EFECTIVE.
8. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE THE PROJECT
IS COMPLETED.
9. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL
PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT
CLOSE-OUT.
e..
C2

0
17
Revisions:
WILMINGTON, NC
'B
M
HI
J
1 ' 2
TO HWY. 117
SMITHS CREEK
......... ............. .............
70
PRINCESS PLACE DRIVE
MARKET STREET HWY 17/74
VICINITY MAP
(NOT TO SCALE)
I
4
5 6 7
8 9 I 10
. .................... .
. . ....... . ...........
.......... - - ----------- -
0
74
PURE" R/W
7—
INDEX
OVERALL SITE PLAN
TEMPORARY PARKING
PLAN
GRADING, DRAINAGE,
& EROSION CONTROL PLAN
LAYOUT & UTILITY PLAN
PLAN & PROFILE -
LINE 1
PLAN & PROFILE -
LINE 2
PLAN & PROFILE -
LINE 2
DETAIL SHEET
SETAIL SHEET
APPROVEO
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION'
DIVISION OF WATER QUALITY
DRAINAGE AREA
D 1 V t
SCALE: 1" 100' APR 2 9 1998
0 50 100 200 300
PROJ
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ANDREW SKE
CONSULTING ENGINEERS, INC.
WILMINGTON, N.C.
97230 @ 1999 ANDREW & KUSKE
MILLEIIA T 1 0 N
B U I L D I N G C 0 R P 0
AI';CIIIIECIUi';E•PA
i
AFICHrTECTUFIE 0 INTEMOR DESIGN
10-A KONY RNA NO
nwo 910256M FAX:
.............
..........
...................
....................
. .................... ..
APPLIED ANALYTICAL INDUSTRIES, INC.
WILMINGTON, NC
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Revisions:
'
A 29 APR.98 ADDED TEMP. SILT FENCE, MODIFIED POND JST
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PROPOSED CONTOUR
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EXISTING SPOT ELEVATION
PROPO%-.D SPOT ELEVATION'
TOP OF PAVEMENT
zin
PROPOSED SPOT ELEVATION
TOP OF CURB
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EROSION CONTROL AROUND INLETS
- .. ---"-. -
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DISTURBED AREA
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TEMP. GRAVEL CONSTRUCTION
=-
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SITE _DATA I .. I I TOP = 16.0' / ­ 11 �l
OO/ I CITY FLOOD POOL = 14.9, 1 1 %�
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#0 . I 11 I 1.
TOTAL LAND AREA 43 ACRES I ts') 2.9' 11 11
U�l T i
I i A .1 (
DISTURBED AREA 11 ACRES z $ 1 NORMAL POOL = 11.5$ /-� PRIOR TO PIPE INSTALLATION (,I ) �
I f I ' I
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00 I ! III BOTTOM = 5.0' .,/ INSTALL 7UP. SILT I
PROPOSED IMPERVIOUS AREA 3.40 ACRES . I i
. AT DISTURBED ARE AROUND I
BUILDINGS 36866 SO. FT. __ a i I �..'6b' PRI VA I ill
-
f li 11. I OUTFALL PIPE i
.
ASPHALT 105111 SO. FT. z .. A 0,�5SS ESM T I
CONCRETE 6500 SQ. FT. J0 I i.." I , �q . - % 11
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LANDSCAPE REQUIRED I ; 11 \. " , ., 11 I' , i
LANDSCAPE PROVIDED 9000+ SO. FT. I TEMP. SILT FENCE - "I'- - .. 1
11
.0#1� I I �, I ,7 , ',�' __"! ...k 11
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WILMINGTON. N.C.
97230 (g) 1998 ANDREW & KUSKE
MI I LLE ORA T 1 0 N
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ENGINEERS, INC.
WILMINGTON, N.C.
97230 @ 1998 ANDREW & KUSKE
— — — — — — — — — — — — — — — — — EXISTING GRADE
PROPOSED ROAD GRADE
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B U I L D I N G C 0 R P 0 A T 1 0 N
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ARCHTECTURE o INTERIOR DESIGN
MI -A Mary Cutoff Eck WlmkX#OM NO 28405
Ph"w 90.256.6700 FAX: 910.256.=
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2" TYPE I-2 ASPHALT
2" TYPE 1--1 NCDOT 2" TYPE 1-2 ASPHALT Rt 29 APR. 98 ADDED 2' CONCRETE FLUME DETAIL JST
2 TYPE H BINDER & 2 TYPE H BINDER TEMPORARY EROSION CONTROL
"(NCDOT)_• - - - °- - - - -' _ - SITE WORK NOTES:
3y1»$»SwSJJ>.x'kC-t�L5'ti.•'C»G-' M1:EC>"_'a. ris'LL3:"y"4.tEAH'-aLiEC}S}}'i'}..F'f.'a.A..}3}H1lZ}�}SS.a..}iE"-"»aM
6 ABC STONE. so' R.O.W.
n ZEE- z-�5x5 :-aza.-:.a s.:szm:.,.zsz 7-:srmYxxr«azrsr..:r�-sarasa szccxssrss«sssGxsaG^•ae^•ar^a�mnreasraaG:.tS«_ GRASSING /'] _O «5a«5555^_S.'S555• r:__-rs:xrx s-. asraarr^-__xrs=«r_s-x_-x zs-nzrrrsr xsrra-a=iaG¢zrr•'samxas�aazaa«•ae5« DETAIL , . THE CONTRACTOR SHALL VISIT THET T
L rGvaacm anzzar'xrYa-cM azar »rarsz5raz rrrxr� r-axsxxsYs}�.xrbxxr'xrxxarGwe sera aca araaG:vaaG5ee35 7 1 R SITE E O BECOME FAMILIARIZED WITH
«aaaa5'4rraIISaaaGaL^.« G5555Y A555C........... ArC>: S^CY-:w-•Ya?LY55YS3YLYi-2YRMF>.: TAtYL Szir YSYr«:9rrtrr:«Gbi:aCM:'_ f 5' / .O' 1810' 1 V.O' �.O' S'
poll FIELD CONSTRUCTION CONDITIONS.
• G-•Gw^aaavG=aGm•":G^•55r a5- 5aca:s-- m.}srcY-s&3nn.s.: »rm:saran.5zszsr:xavzzarszszsrau-----xrsarGaa-•a^a
6ii _aaTe"«= saa•„.;=Gs}�i�;_»:5_ _ _ __ - mar`zmr_zsrsz��Yro:mzszszmz:zreYaszszxrsYazsxxrsaxrrsaaaraoa£G
11111-
CLASS A CONC. 24� cuRe ' 2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT OF
� � _ _ _ � GUTTER „ � 1�4 AFT. � 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER WAYS
FIC CONTROL AND CONNECTION TO EXISTING STRETREQUIREMENTS AS
____ I 1=I I 1=1 I F 8" ABC STONE (NCDOT) 1/4*/FT. 1 /4 / • ADVERSE SOIL CONDITIONS, IF AVAILABLE.
ASPHALT » ''2 ° i i=1 I i=1 I I� -� f f-f-i 4" CONCRETE 13' 8M ABC STONE BASE 2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH. 3. CLEARING AND GRUBBING: REMOVE ALL TREES, STUMPS, ROOTS
A 3 R 3'"R a -III-I f I=) NOTE: PAVEMENT SECTION MAY VARY SIDEWALK 1 4 1 3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES SHRUBBERY, ASPHALT, CONCRETE STRUCTURES BURIED UTILITIES,
° REASONABLY SMOOTH AND UNIFORM. STORAGE TANKS, ETC. WITHIN LIMITS OF CONSTRUCTION.
w I 4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL.
d.
G NOTE: PAVEMENT SECTION MAY VARY DEPENDING UPON FIELD CONDITIONS. 13
d 4. TRI PI S P NG: F BE ORE EXCAVATING R FI I R M V
•d
SEE BELOW
0 LL NG E 0 E ALL TOPSOIL
w.
d T ���� •• a CON RACTOR HA S LL COOR D NAT E a w WO
OD, LEAVES AND
ANY OTHER
DEPEND! UP 0 ER UNSUITAB MATERIAL.
. . °.•. DEPENDING ON FIELD LE
.Q CONDITIONS. PULVERIZED, FIRM, REASONABLY Y UNIFORM > -, 0 5. CONTINUE TILLAGE UNTIL A WELL PUL ER ZED, F R EASO BL
T a C3 m
1 8 R o SEED BED IS PREPARED 4-6 INCHES DEEP.
...................................... ..........................
r` ,�. a CONTRACTOR SHALL COORDINATE w/OWNER 8c GEOTECHNICAL �� 6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY. 5. MUCKING: REMOVE ANY SOFT ORGANIC SILT MATERIALS AND EXISTING
a ° w/OWNER & GEOTECHNICAL ENGINEER TO DETERMINE v BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE
ENGINEER TO DETERMINE ACTUAL PAVEMENT SECTION. z, 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. ELEVATIONS WITH A CLEAN SELECT -FILL COMPACTED AS SPECIFIED.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDING
ACTUAL PAVEMENT SECTION. �, WITHIN THE PLANTING SEASON IF POSSIBLE. IF GRASS STAND SHOULD BE 6. DISPOSAL: CLEARED GRUBBED STRIPPED OR EXCAVATED SPOIL SHALL BE
OVER 60% DAMAGED, RE-ESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER REMOVED FROM SITE AND DISPbSED OF IN ACCORDANCE WITH ALL
ROAD STANDARD AND SEEDING RATES. APPLICABLE LOCAL AND STATE CODES.
SPILL -OFF PARKING 9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND
LOT PAVEMENT SECTION STANDARD PUBLIC STREET
STANDARD PAVEMENT ENT S ECTI O N NTS FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. 7' BORROW MATERIAL:
OFFTSITECAONDROB CONTRACTOR
SHALL
LL REQUIRED BORROW ASSOCIATED
CURD SECTION APPLY: AGRICULTURAL LIMESTONE 2000 LBS/ACRE
NTS FERTILIZER 10-10-10 - 1000 LBS/ACRE WITH BORROW OPERATIONS.
MULCH -- 2 TONS (APPROX. 80 BALES) SMALL GRAIN STRAW/ACRE
ANCHOR -- TACK w/ LIQUID ASPHALT @ 400 GAL/ACRE OR 8. FILL AND COMPACTION: AFTER STRIPPING THOSE AREAS DESIGNATED TO
NOTE STD. M.H. RING &COVER EMULSIFIED ASPHALT @ 400 GAL/ACRE RECEIVE
HEE ED FILL
ROLDLEREORRA�LOA EDDTA IDUM DUMP10RU�K. ANY AREA WHICH
2'_0�� MIN WEIGHTS: PRECAST 4" RISER RING SEEDING _SCHEDULE PUMPS OR RUTS EXCESSIVELY SHOULD BE UNDERCUT AND REPLACED WITH A
Bi 1. CONTRACTOR MAY USE BRICK WITH MAX. CORBEL FRAME: 208 LBS. CLEAN SILTY OR CLAYEY SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP,
1 PER COURSE COVER: 120 LBS.
1 -6 6 PRECAST M.H. UNITS WITH DATE PRODUCT RATE SM 0R SCE. `FILL MATERIAL SHALL THEN BE PLACED IN LAYERS NOT TO
�pP 2. CONTRACTOR MAY USE ECCENTRIC M.H. UNIT 1,D
C S tiT IN PLACE STEPS CAD 12" OC _ EXCEED 8 AND COMPA TED TO AT EAST 95% OF THE STANDARD PROCTOR
CLASS A CONC. D3 ,I. APPROVED AUG 15 NOV 1 TALL FESCUE 30 LBS/ACRE MAXIMUM DRY DENSITY ASTM D-698 , WITH THE UPPER 12 INCHES OF
NOV 1 - MAR 1 RYE (GRAIN) 120 LBS/ACRE SUBGRADE B[I'lNG COMP CTED TO 98 OF THE STANDARD PROCTOR MAXIMUM _
Q DRY DENSITY. IN AREAS WHERE NO STRUCTURAL FILL IS TO BE PLACED
ASPHALT Q 1 1 so• MAR 1 - JUN 30 KOBE or KO E LESPEDZA 90 LBS/ACRE THE UPPER 12 INCHES OF IN --PLACE SUBGRADE SHOULD BE COMPACTED TO
3"R
( AT LEAST 98°, OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE
3YR 3 4" CEMENT �`, COMMON BERMUDA GRASS 50 LBS/ACRE MATERIAL IS 00 DRY TO COMPACT TO THE REQUIRED DENSITY EACH LAYER
d d. MORTAR SEAL
0 t.
:a _ SHALL BE W HU LED ED N ACCORDANCE WITH COMPACTION L D E REQUIREMENTS. IF
Q
u.
Q a THE MATERIAL i • E E L 5 TOO WET: TO SECURE PROPER COMPACTION IT SHALL BE
d - �` > > ,1 ,�' JULY 1 - AUG 15 COMM N BER UDA GRASS 50 LBS ACRE
HARROWED REPEATEDLY OR OTHERWISE AERATED WITH SUITABLE EQUIPMENT
6 MIN. M, H. „STEPS 1 -0 1 -HULLED UNTIL OPTIMUM MOISTURE CONTENT IS OBTAINED. FILL SHALL BE PLACED
IN SUCH A MANNER THAT THE SURFACE WILL DRAIN READILY AT ALL
a ' d 2„ _ 3" ���. 1 -0 OC w BROWNTOP MILLET 20 LBS ACRE TIMES.
COARSE AGGREGATE /
9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO
��a• ALL DISTURBED ARES SHALL BE SEEDED WITHIN 30 DAYS OF THE CONSTRUCT HIS WORK.
BLOCONC. M.H. COMPLETION OF GRADING. 10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF
►� BLOCK 1 „ 6 MANH LE DIAMETE 5 3 4" CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR EXISTING UTILITIES DURING CONSTRUCTION.
FLOW LINE CURB SECTION TEMPORARY GRAVELLED Or-/ ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION
C NTSCONSTRUCTION
w LARGE THAN THE OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO 11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY
ENTRANCE Q $ LARGE T PIPE 8 WELL UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE. ROOVID H. GOSLEE AND ASSOC., HANOVER DESIGNS SERVICES AND
PROVIDED BY OWNER.
c, FORM FLOW 12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
uj
CHANNEL 13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF RELOCATION
0 OR DISCONNECTION OF ALL EXISTING UTILITIES WITH APPLICABLE
• .:.d . ; ,;-. fi AGENCIES AND AUTHORITIES.
` • + ' ' ` .' 00
CASTING 6 TEST PLUG 2 ASMPHALT CONC.
a' •' „ 14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL CONFORM TO
DEWEY BROS. N0. MM-VA-1 w/WING NUT NCDOT STANDARDS.
,--, PLAN , » „ , MINIMUM 12„ #57 STONE N 15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL AND
SEE PLAN FOR PIPE 3*-3" MIN. 3- 1 3 4 IMIN. 4 WE STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL
ORIENTATIO REQUIREMENTS.
I R
CONC.MH BLOCKS PRECAST MH RINGS 16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE.
BRICK
I I I I • SECTION Q 17. SEE GEOTECHNICAL REPORT FOR ADDITIONAL REQUIREMENTS.
.1 ';•.+' oar, ,e R
CONCRETE •' .. ..' ..
' ' .- ' :''`•�'.• •"' '" r .r• ' :�' STORM DRAIN MANHOLE DETAIL , {� 18. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS
_____ >` �' RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK
---- ----- CONDITION. DI ,
,r--, I I cn
„
I CASTING W s BRICK WALLS 19. REINF. CONS. PIPE SHALL BE CLASS Ili W/RUBBER GASKETED JOINT OR
---- -__ ! I IL NOTE: 2' X 2' DROP 3/4" CEMENT PLASTER PIPE ZONE PIPE ZONE RAM NECK'
�a >
= EXTRA HEAVY
INLET FRAME & GRATE 'SOIL I
CONC. COLLAR SHALL BE HEAVY DUTY 6" O.D. 6" 6" O.D. 6" 20. USE WHITE NE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT
L H-2O LOAD RATED. MIN. MIN. MIN. MIN. SHALL BE AHLORINATED RUBBER ALKYD FS TTP-115, TYPE III,
- -- OUTLET __ __ FACTORY MIXED, QUICK DRYING, NON-BLELDING.
.. UT ter-
��orrrrrrrrrr��,
PLAN : ' EXTRA HEAVY CAST IRON 21. NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL TO �►••'�� C1 '
PIPE SIZE AS COMBINATION FITTING 3 HORIZONTAL._. ` see
FINAL BACKFILL FINAL BACKFILL --w_ INDICATED R INN w/6" BRANCHSECTMN �►
'�� '' ON THE PLANS SEWER
22. ALL DISTURBED AREAS SHALL BE GRASSED WITHIN 30 DAYS OF
PIPE SIZE AS » DISTURBANCE SEAL
CONC. COLLA 1-0„ ASPHALT PAVEMENT 5'-10" I�IN. INDICATED
5 _4 ;. 3 MIN. 3" MIN. 1985►1 3 all
ELEV. VARIES 4 _p
» ON THE PLANS--_- : �': {.' CAST IRON PLUG 23. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE THE
NOTt;; `- a. 0 ,.:::: CLASS 1, 2 OR , w/RUBBER GASKET PROJECT IS t�OMPLETED.
�``►
°'". .• B 1. 4 DEEP x 8 WIDE CONCRETE COPING O.D. °°�0' INr�N„ w
All :AROUND BASIN CASTING -► i �-i i F
0. D.
`�Y
ASPHALT „ „ I_ 24. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF THOSE 40 ,�S
2. ALL CONCRETE TO BE CLASS A - : t TRANSITION FROM CAST IRON TO
j PIE cuR6 ac GUTTER 3• FOR CASTING DETAIL SEE SD 14-03 : ,:. ' ':; _ :' , »� -.I I I : ` „ „ SHOWN ON THIS PLAN ARE NOT EFFECTIVE. �o tir
PRECAST SI.� E _ ________ ____._ _T1, INITIAL BACKFILL I I ( MIN. CLASS 1 OR MIN. N U a umr ... 6Z--- TERRACOTTA w j FER CO DONUT"
VAI�IE » » �: _ » ADAPTER a ►or
OR 6 6 I I m CLASS 1 (�I I.j j 1-TII-= 25. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION OR ._
BRICK MASONR AS SOON THEREAFTER AS POSSIBLE.
EW °.III -=I 11=1 L 1=111= I CLEAN-- UT ETAILKUSKE
a r A w&
----------- _ A ; CASTING �- -�- R z f I�l) I=1I f-1 If- -1( I_'dll fl-III=I I I�f I h wTs 26, CONSTRUCT THE DROP INLETS WITH PROTECTION TO ACT AS A SILT BASIN CONSULTING ENGINEERS, INC.
FLOW ( > I ,�, oCONSTRUCTION.- _ WILMINGTON N.C.
„ j-------- ---- - „I ; STABLE STABLE DURING S
-- - --•- C 1998 ANDREW & KUSKE
4 � ;�, �+ � 0
_____________. I •I FOUNDATION FOUNDATION 27. MAINTAIN ALL MEASURES UNTIL THE PROJECT IS COMPLETE. REMOVE 9 7 2 3 0
MATERIAL MATERIAL Ck ACCUMULATED SILT AS NEEDED TO KEEP THEM FUNCTIONING PROPERLY.
i PVC PIPE „
= DUCTILE IRON PIPE 10 -0 10 --0 28. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL
3a0o PSI coNc. - _____.�- PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT CLOSE--
B
PLAN
�PIPE29. REFER TO THE PLUMBING DRAWINGS FOR LOCATION AND INVERTS OF NEW
NOTE. PRECAST BOX BEDDING DETAILS E
SHALL BE HEAVY DUTY WASTE AND ;WATER LINES.
II DESIGNED FOR H-2p CATCH BASIN DETAILS LOADING. SECTION 20 LF DUCTILE IF LESS 30. SEE PLUMBING SHEETS FOR LOCATION AND INVERTS OF CONDENSATE
THAN 18 DRAINS, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CONNECTING THESE B u 1 L D t N G C o R P 0 A T 1 o N
IRON PIPE CENTERED LINES TO THE UNDERGROUND DOWNSPOUT DRAINS AT THE REQUIRED DEPTH
3000 PS! CONCRETE OVER SEWER S�OPEAOF A� ANDS BE SQ NN 4a DOWNSPOUT DRAINS SHALL HAVE A MINIMUM
DROP INLET DETAILPIPE.
6
1'-6" x 1'-O" x .080 STD. ALUM. 3" 20 LF CAST IRON
HANDICAPPED PARKING SIGN 31. IN AREAS WHERE THE SANITARY SEWER SERVICE CLEANOUTS ARE TO BE
TO READ RESERVED PARKING EXIST. ASPHALT I CENTERED UNDER LOCATED WITHIN ASPHALT PAVEMENT THECLEANOUTS SHALL E PLACED
F WITH IDENTIFICATION SYMBOL,,
o _ I IN A DEWEY BROS. MH--VA--4 CASTING OR APPROVED EQUAL.
RESERVED BOLT TO WD. POST W/ 3 /8 CADMIUM a --I 11= I I C y WATER
PLATED NUTS, BOLTS & WASHERS. 32. WETLANDS ARE DELINEATED ON THE PLANS.
a, PARKING , ---I
Q 9 x 1 -0 x .080 STD AhUM. SIGN _
BOLTFT4 DANPOSTEWTIH 3'�8" CADMIUM � - WATER &SANITARY SEWER INTERSECTION 33. ROOF DRAINAGE FROM PROPOSED BUILDINGS SHALL BE DIRECTED TOWARDS .
o O - 3 8 CONTINUOUS THE NEAREST DROP INLETS.
PLATED NUTS, BOLTS & WASHERS -
III= STEEL AIRCRAFT N.T.S.
�-. CUT OR TOOLED - - _ =� CABLE 34. IMMEDIATELY AFTER CLEARING AND PRIOR TO SITE GRA VEtIGN.
G THE FOREBAY
j o JOINT r- 12" ..I » I L--III=III--I I I�I I �- AND POND SHALL BE EXCAVATED IN AC ORDANCE W THEFOREBAY
TREATED WOOD 4 x4 POST. !-III-I T L_I T I OF THE POND SHALL ACT AS A SEDIMEN BASIN DUR NG CONSTRUCION.
•_ �� THE CONTRACTOR SHALL CLEAN OUT FOREBAY AS NEEDED AND PRIOR TO
Q LEGEND AND BORDER- GREEN FINISHED �Lp�1 THE COMPLETION OF THE PROJECT.
WHITE SYMBOL ON BLUE BACKGROUND EXTRUDEDcZ _ CURB & GUTTER --''�
Cb
BACKGROUND WHITE,
R1 o CURB &GUTTER n j�j� C
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T 1% jib (� ll�, AEoP A
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MAXIMUM , T
PENALTY
03 8" TYP =1 I I=I ! 1--� �I 1 i=1 I I`
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JO T (TYP.) �' - I-III=III
I I ff=11 I� k11 I =1 I f= 2.0'
LEGEND AND BORDER - GREEN
BACKGROUND - WHITE
BROOM FINISH PERPENDICULAR
TO PEDESTRIAM FLOW DIRECTION �
TYPICAL HANDICAPPED SIGN DETAIL CONCRETE
PLAN NT5 FLUME
4" SIDEWALK
CONCRETE CUT OR TOOLED »
1 8 ":1, JOINTS 3 R .--'
�f TECTURE o INTERIOR DESIGN
1'-6" x `4'-0" x .080 STD. ALUM.
„• . , : : HANDICAPPED PARKING SIGN DEPRESSED CURB NOTES: 1131-A M�tetry C%Aoff WMrntcmr�, NO 2840:5
:.• . • • TO READ RESERVED PARKING © - __ 1. SIDEWALK THICKNESS SHALL BE 4„ UNLESS NOTED OTHERWISE. P�' orw. 9�10.256.87M FAX- = 2W.
Ta
WITH IDENTIFICATION SYMBOL, 2 CONCRETE FLUME
RESERVED BOLT TO WD. POST W/ 3 8' CADMIU ® a.oao;op 2. CONTRACTION JOINTS (C.J.) SPACE SAME AS SIDEWALK WIDTH. 1 8„R TOOLED
00
V. 0 0
o . � JOINT
-P TED NUTS BOLTS & WASHERS. - f .:•• . ", �o d 3. THICKEN SIDEWALK TO 6 AT DRIVEWAYS.
LA dam'
6x6 10 10 W.W.M. � '.� �, � •'. ... _
/
woCOMPACTEDPARKING u �' a 4. THICKEN SIDEWALK TO 6„ IN LAST 3 WHERE IT ABUTS PAVEMENT rh
SUBGRADE „I i �,-,' �� ° 9 x 1 -o x .080 STD A4,uM. SIGN © �' I ` •� ) :�.�
TO READ 'VAN ACCESSIBLE . WITH No CURB.
» f .:. ( VARIABLE �" 5. 1/2" EXPANSION JOINT E.J.) REQUIRED AT 50' MAX. AT SIDEWALK L
SECTION BOLT TO WD. POST WITH 3/8 CADMIUM
T :. � • JUNCTIONS, AT STRUCTURES, ::AND AS NOTED ON SITE PLAN. x
CONCRETE SIDEWALK CONTROL JOINT PLATED ; NUTS, BOLTS & WASHERS o I<. I::, 6. PROVIDE A LAYER OF 15 BLDG. FELT BETWEEN WALK AND ADJACENT
» 0 1 ': '� I ..:r7
» 9 x 1 -0 x .0$0 STD ALUM SIGN C� S ECTI 0 N PARALLING CURB OR STRUCTURE. • • " � Q
•.
7. REINFORCE w/6x6-10/10 W.W.M.A
i 2 ASPHALTIC PREFORMED ... ..
3 R .':� NOTE. PROVIDE 1 RAMP ON EACH
MAXIM PENALTY 100 •.• ...
EXPANSION JOINT 12» TO READ UM E W
CORNRFRX--
kto- E 0 TYPE INTER- w
P T 7.6 T' W OS 3 BOLT TO D. GS 20 L I I ..
I. •j
1EXPANSION
WITH 3 8 CADMIUM PLATED SECTIONS AND 1 ON EACH /2 c�
• e ` • 12 cv I ': •.i I: :� JOINT MATERIAL
4 NUTS, OLTS &WASHERS. E o
1„ w
' GORNER AND ON OPPOSIT
-; FINISHED
SIDE F T-TYPE _
'�... OR iY E INTER -
LEGEND �: a.. aay.. -.;e m ,.a..... ,4v .
LEGEND AND BORDER GREEN » __ GRADE � � : ; •.� CURB soMAX.SPACING EXPANSION JOINT (E.J.)
WOOD 4 x4 POST.JREATEDFUTURE RAMP .� ...WHITE SYMBOL ON BLUE BACKGROUNSTOP SECTIONS.
�;1
I' w '- LINE -�
�O BACKGROUND - WHITE •
6x6-10/10 W.W.M. COMPACTED _ f� '� ��' •� �-
FUTURE SIDEWALK �. •`\ FUTURE SIDEWALK
SUBGRADE
L 1-1 / 2 R (TYP 1-1 /2 R (TY _ _ ' %-------- \ . i 4 4 , . „ „
4
, � 1 x i DEEP wOAN-r - a- _- .- -
.• •MAXIMUM _ -_:_ ► • : ° :.:_. , :... :_. 1 /8 R TOOLED JINT APPLIED ANALYTICAL INDUSTRIES INC.
F PENALTY VAN I I- -=1 I I� I- 1' -•- -;--- �' i PED �``� . .: :: •*. ° •:. d
„ ie » - - CROSSING
SECTION 0 8 (TYP) ACCEss LE 3/8 (TYP) =1 I I=I! II I 1=1 I I-F WILMINGTON, NC
WHEEL CHAIR RAMP - I 1 I=1 I (=III; I-III=III ^ t `' Z •
S
_ TAPER FROM STOP W :,
RAMP TO TYP. '
III -I I I� ;III=III- LINE m
_ _ = u = = a CURB SECTION .: -
LEGEND AND BORDER GREEN LEGEND AND BORDER GREEN- I I -III I_ I I I- Q
BACKGROUND -WHITE BACKGROUND -WHITE 6'
TYPICAL SIDEWALK AND
TYPICAL HANDICAPPED SIGN _ _ _
i WHEEL CHAIR RAMP D ETAI L _ T _ _ I�� _ 4 CONTRACTION JOINT (C.J.) °D
VAN ACCESSIBLE -- DETAIL _y�___
PROPOSED OR BLDG.-STRUCTURE °; +J�1'
NT5 FUTURE SIDEWALK PLAN L
WHEELCHAIR CURB CUT LOCATION DETAIL '
N.T.S. SIDEWALK JOINT DETAILS °' ` �''°` ''°°� D`uft Sh"t
O CMWW =7 8m p•

i
10 11 12 Revisions:
L1 2 3 4 5 6 8 9R1 29 APR. 98 REVISED DETAILS JST
3 4 " GAL VAN/ZED R FUL 6 »/PIPE JOINT WOODS OR
HYDRANT / VARIES FOR 00
2-2 1/2" HOSE NOZZLES
KING DIMENSIONS 36 CAST IRON FRAME & PAVED OTHER OTHER AREAS OUT OF
BLOC COVER. TOP TO BE FLUSH TRAFFIC. TOP TO BE AS
4 1/2" PUMPER CONNECTION O o 0 ° o ° WITH STREETS, WALKS OR NOTED ON PLANS. ON
FACE TO CENTER LINE
OF STREET ° ° ° opo ° TO MAIN CEMENT UNPAVED ROADS PROVIDE
@ 45" RESIDENTIAL AREAS.
0° 0 PIPE SIZE G B C MORTAR" 8" COVER OVER LID AND
0 O 01 x12 SET LABELED CONCRETE
0 0 0 0 0 TYP MONUMENT NEAREST R W
� HYDRANT TO °
HAVE BREAK
SECTION OR
• UP TO 10" 4,_0" 2'-6" 3'-0" LIMIT.
7
A WORD "WATER ON COVER REMOVABLE COVEE
-"
BARREL HYDRANT LUGS TIE BOLTS RETAINER CLA 20" ' 4 Q 4 A
♦ ff f » • < d „ ' . I I� i I�
12" TO 18" 6 -0 4 -0 5 -0 u� TYP N / .. a
BURY LINE FLUSH WITH
I - CONCRETE COLLAR •
FINISH GRADE JOINT RESTRAINT ,,> „ - - 4' 4 MIN . e R
18 TO 24 8 -0 6 -0 6 -0 - ._ = _- _ -� = _. -_ - _ - = _ -- _ - _ - 4 ,� ADJUSTMENT TO GRAD
� - � CONCRETE ETE SPACE
HYDRANT TO IST FULL JOINT OF PIPE
C.I. VALVE BOX a ' =1! I� I Ill � 1=1 I I� 11=1 � ICI � 1=1 f 1=1 11=1 � 1=! 11=111=1 I i=i � I� 11=1 I I.
• v
I-*-
" I rlll.;,lll ;,III ;III, ,lllIl,�,ill-;,Ill►„{III„111,;,111,;,111-111,�,11, ilillf�Lllli`llllilli-1ll=l - ;' MH STEP
GATE VALVE MIN. SIZE 6 } -r - w ,e
TURN RIGHT TO OPEN
C� 12" O.C. ��
�� M��. I ; ► ; ; ; ; ;:! REINFORCING
DRAIN HYDRANT 3/4 GAL VA)VIZEO R `b �--�
z; GRADE I I I ; I I ; ; PRECAST ECCENTRIC TOP
'�►_III " r _ IL-UT'NI`715TOBEO SOIL u 1
!*CONU
BACKFILL -----_ ----------_____-___-____-
-!- 4TYP o --� I N - 48" DIAMETER STD. PRE -CAST MANHOLE
NOTEP o 0 0 .' ,. •': ` SQUARE CTR TO CTR �i © E IQ "ETE AD R + Q: CAP
SECTIONS
1-SEE ASSEMBLY DETAIL • o 000, " .d GENERAL NOTES: MANHOLE IN ACCORDANC I. 5 MIN; WALL THICKNESS
1� x 13 x 6 0 00 R �-' WITH ASTM L 478 FOR 4 DIA. BARREL
SHEET N0. SD-18A FOR ° O O `� 1'
JOINT RESTRAINT REQUIRED O 0 A t�
O --RAIL SIDES THAT FACE TRAFFIC SHALL HAVE RETRQREFLECiIVE FACES. " � `�' � � �. 6" MIN WALL THICKNESS
2-DUCTILE IRON PIPE ° O
REQUIRED ON ALL HYDRANT Lp
SECTION -PLUG '-------- -M-------- `.----------- -"'---- lei FOR 5 DIA. BARREL
B BRANCH LINES � `
-NOMINAL LUMBER SIZES ARE SATISFACTORY FOR RAIL WIDTH DIMENSIONS.
TIE BOLTS F THE BARRICADE.
PLAN -- BEND 18 -THE STRIPES SHOULD SLOPE DOWNWARD TOWARD THE CENTER 0 i BITUMASTIC JOINT SEALANT - +
HYDRANTS SHALL BE: ALTERNATING RED AND WHITE STRIPES SIX INCHES IN WIDTH SHALL BE USED. 5 TYP I GROUTED INSIDE
KENNEDY GUARDIAN MIN. f
JOINT RESTRAINT C�
-BARRICADES SHALL BE SUPPORTED IN A MANNER THAT WILL ALLOle
W THEM AND OUT WIT•�-1 APPROVED
TO BE SEEN BY THE MOTORIST, AND PROVIDE A STABLE SUPPORT NOT EASILY ..� :� .� NON-SHRINKNG GROUT 1" PERI•
GUIDELINES FOR HYDRANT TO MAIN T{E -
i r ! I I I-11 I� GRADE BLOWN OVER BY WIND OR TRAFFIC. o FOOT
„ 1$" ''. '� I I=" I 11- NDISTURBED SOIL -THE BARRICADE SHALL EXTEND ACROSS THE ENTIRE WIDTH OF THE ROADWAY. '
STANDARD HYDRANT 3 4 TIE BOLTS MIN, : ..4.''�., BACKFILL :rT 4
/
-INTERMEDIATE POSTS SHALL BE 4" x 6" TREATED LUMBER, AND SHALL BE I°
PIPE
f
Q PLACED 4' ON CENTER. l DIAMETEf _ MINIMUM 12" STONE
_ • °o°o°c BEDDING FOUNDATION
�ooc000 '. ►''�
oc
GUIDELINES FOR HYDRANT 0 • � __ _ -
-- SECTION -BEND TEE o°o 0 0 0 0 0 0 0 0° o 0 0 0 0 0 0 0 0 0 0 0 o°c
PLAN TEE PERMANENT BARRICADE �0°°° °O°°°°° o°o°a°o °°°
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c
_o_o_o_o o_o_o_o_0_0_0_0_ _o_o_o_o_a..o_o_o_o_o_o
JOINT
RESTRAINT NTS
» RUBBER GASKET
NTS
CONCRETE BLOCKING DETAILS 8 MIN.
� 6" EXTENDED LIP MONOLITHICALLY CAST
NTS BASE SECTION (EXTENDED BASE NOT
REQUIRED FOR MANHOLES < 6' DEEP)
60OX MARIA FABRIC
CLASS B RIP RAP NOTES: .60 0 STANDARD SEWER MANHOLE
I OR EQUAL
KEYED IN @ 0. 2. 1. WATER METERS ARE TO BE PROVIDED BY THE CITY
�2 RALL IGHT-OF-WAYS AND/OR EASEMENTSRS MUST BE WITHIN PUBLIC
NTS NOTE: ALL SEWER MANHOLES SHALL BE
FINISHED GRADE 3. WATER METERS SHALLNOT BE LOCATED IN DRIVEWAYS EQUIPED WITH SEN _R GUARD INSERTS.
WHERE R W WIDTH PERMITS
TOP - 16.0 R 1 / STAINLESS STEEL EWER GUARDS ARE
REQUIRED AT MANHOLES LOCATED IN
�? 5� LARGE CAST IRON TRAFFIC AREAS.
MIN. MIN. METER BOX
3 Q 3 ! 3/4" THREADED STEEL 1
ELEV. _ RODS {TYP.) - - T_
15.25 _ ..' ;.__���_
THRUST COLLAR 3" � SIDEWALK ( '` W
1 /4" STEEL
PLATE 3»
20 CONCRETE 1YP) RUST
i N
ROD REQUIREMENTS
TYrIUAL GRASS SWALE
EMERGENCY SPILLWAY
TYPE "K" SOFT COPPER TUBING
.... .-.--. SIZE OF 45 DEGREE BEND STATIC THRUST IN POUNDS NUMBER OF RODS REQUIRED
,0,�90eoceceoa0♦
a
6
" 4,328 2 MUELLER H--14 2 �°E
8" 7,694 2 METER YOKE W 12 RISER
•
e
4 12" 17,312 f FORD VF66-12, VF77-12
A
PR ATE` DRIVE
NOTE R 1 18» 30,779 I $ ��
l 20 48,091
2 0
1. BASIN, FRAME AND GRATE MAY -
24" 59,252 2
r SIDEWALK OR ��
VARY IN NONESSENTIAL DIMENSIONS.
SIDEWALK AREA
SIDEWALK SECTION I tiE.
ENEML 0 METERWITH
_j N R E W +49. E
4 X 4 PRECAST CONC. BASIN 1. ONCE INSTALLED AND TIGHT, WATERTHE STEEL RODS AND BOLTS SHALL BE COATED WITH »W/ KNOCKOUT PANELS 2 COATS OF BITUMINOUS BASE PAINT. 1 2 S E R V I C E��`'`'- ---i CONSULTING ENGINEERS INC.
ALL 4 SIDES 2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL JOINT BENDS. ExPArrsION JOIN? 1/2• '
3. TYPICAL MIN. CLEARANCE BETWEEN CONCRETE AND END OF BOLT MUST BE 3 .
I
t I WtLMlNGTON, N.C.
E 4. APPROVED OFFSETS CAN BE USED IN THIS APPLICATION.
��1 � 1998 ANDREW & KUSKE
PLAZA DRIVEWAY APRON '
PLAZA 972,30
STANDARD"
I
BEND NCDOT CLASS B i
VERTICAL 10' WIDE EROSION CONTROL
NTS VEGETATED SHELF R 1
UM RUM
#4 STEEL REBAR GALV. OR ASPHALT COATE-B}-- ^' @ 6:1 SLOPE 'TONE TOP OF BANK o� alpM " JONT 1/2" �� ' o
TACKWELDED AT 6 O.C. EACH WAY LAID PLAN ' r cum
IN TOP OF BASIN
16.0
i _ -jIII_III,I�IIiiILilli�)iIIiIILI,;,L!,i,,�I S' 1.5m AItN.RESIOENTwI
E +I II I I(- ► ''- 1 IS (4.0m) M01. OTHM B U I L D I N G C 0 R P 0 A T! 0 N
01
POOL == 14.9 I-
EXPANSION MW 1/2• A EXPANSION JOINT 1/2-
14.9 ( CITY FLOOD
ATTACH SCREEN WIT - - - - - -- - - STATE FLOOD POOL = 12.
II 11= I r-
- - - - - -- - 1VAMMU
GALV. LAG &WEDGE - - - _ ._ _ ---
I -I
FlNISH PU1L1 GRA°EGFtAgE
ANCHORSaz , ,v; rv, rv, f;, rv,�vr`�vr ,^r^,^r ,,,,, .^� _ _) I I + , _ s -o 0<_2» 1/4 PEa 1-° s -o
`St 3
I-
r ryi : fi rv, r'f\ ?i r", r� i'i r r , r"„ , r , r r _ . a y .. t;YJ•Jl',, •:: ?' ,•;q::r _• ;Ja`S
,v\ v v v v v v r „^„^, r^,^r
I', f „ 1, f♦ ', !, r -, \r \J , "•.ih.
» ><t , rv\ , rvi rl,vrvi i , ` , `i`L}` '
O NG. GALV.. ,* r1 : f,%J, �; , ';�, , ;'� r ,r ri rr ,^,^ ORIFICE ON 2 SIDES
1 2 P 2.25 W X 0.75 H SQ N:ORI�IAL POOL, 11.5 _ °
Y I !j - -1i ti'� I I
, ry rivr', a�.r ,},. r r J " .v ` r"O r r� -I yl ,1= � E�PAi��N JaNT
ALUMINUM EXPANDED r, r, J; r, r ,, r r, r r, hh� �' _
36" DIA. OUTLET �, �,�r",,,�YY, r},`�,�''z, �r,,yL,,<<��h, ' ELEV. -- 12.s ELEV. , --(`I I I I - -I I 1=�' sEc�noN A -A
METAL SCREEN;` :x; `x ;,r,r r,k,,, ''ri•`k,'',Y�,}�;v, hr ,n -_
INV. 11.5 �, , xr�,x z,rr�S r yr},yry, ryiy, y, y�fhy`rhh�y�vi i i i
+'�, ♦,,, r r , r r r J r I�
" J� rY, rx, r yr r y\� r},y, r}, rh rJh }}}}}}iiiiii >
2.5 I.D. INLET PIP h,h INLET 11.5
,k' x z z }� r },f },r x y, I 1_
'r{ 1
GROUT IN PLACE �, k, rz.• ,x, r=:�r� ry, fk rzk r}, ,� x F.E.S._
rk ,_, r r r=, : \+�,,� y, .k k ;, , =1 II;I I I- �I i = I I!� 36" RCP
f NV. 11.5 (rx, _,y,k'z'`+x''`•t x`x,x,�'4x'�,•.yF��x�� :'`x xx �� - 10' vARb1BLE
,r l',r,,,J,r r r 1=III=III- I _ _). 1 INV. = 12.0 INLET PIPE . -s•, •g
x S I I L °r_2.
xR }t x� BOT. ( -, • I I- --I I I. ., » Cam.. ,:. '' N 1•T'• f:.i
BOTTOM rJ.O--III; _
r: <,<.•• t .'`.,: r':.:`.r:
` --I I I- I I ( ( I I \t•/ ,.J :• t •'J•Ati�.:' h•:•:''..•,Y
i }C X X 7M } ' :• .
r r ,r ,r __ I' -I I I I 6 CONCRETE
111, ,I II i, ; ,III, ,I I I FOREBAY 0
RIP RAPC"°"
MORRO"(SEE ENERGY DISSIPATOR
COMPACTED SUBGRADE OR 6"
' BOTTOM = 5.0
N DETAIL
STONE. CRUSHED
� STAND�F\ D DRIVEWAY
SECTION ELEVATION
t
R C H I E C I U R o P A
POND OUTLET STRUCTURE
DETENTION i NCDOT
N.T.S. POND SECTION A -A
N EROSION CONTROL
A STONE TYPE "A"
GI VARIES (10' MAX.) * � �''�# 1 - 8' WEIR
AS DIR. BY LNG.
I # 2 - 6' WEIR 1.5'
i
A STEEL OR WOOD POST
A ' §.., WIRE FABRIC MIN 0
FILTER FABRIC
MIN. 12-1/2 GA. o » --_- -- - `_'S ARC ffECTURE o IMMMOR DESIGN
.. ' INTERMEDIATE WIRES 1 Li. 9 MIN.
uj
' f . ?
1 /4" WIRE MESH J
_ 113!-A Mary CLdofi Road, ��t®n, NO 28405
r� rr '^`' �r �ir.�
v ;r l i ---- t . - �' =.2W.700 FAX.- 91Ci..2 .1W
{ I FILTER (�
_ o � i ANCHOR FABRIC SKIRT FABRIC O �
o CL I I AS DIRECTED BY ENGINEER
L
x
i I ro O 17.
i 1 I
1
H 1 1 i i A A
5 STEEL POST i I
(SELF -FASTENER
1
STEEL ANGLE TYPE)
SEE PLAN STONE SHALL NO
NOTES. NCDOT CLASS A OR B
BLOCK OR IMPEDE.01
,.°. f}r y`:a.%r, •r"m r}. fyi^rrb2%y,tid r: ,v^ay,7;,,�,m+�-�ry�„.... d f
•vrK �`.. rc i,,7r 1' a- Yl F � PI ,`•.
PE FLOW
d:�r>VV^'�`�.�.�;�, EROSION CONTROL
rYr r A MIN. OF 32 IN WIDTH AND f
.�}i,��J'�,��,� {r,�J��f r ��,�,,,�rx` r 1 FENCE FABRIC SHALL BE STONE _
3/Xfil4nrr?i?C}rra,irl�y`ir�rJ°r��r' r'0vf"v}'`r'�`
N x} rr^s zz fr`rr:x {Vfyb' y i r r r4 r. !r X X r 'i}rYTv y
,y' SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12" STAY ' f
rJYJ'vR,y`virvX F'r'}}`/'rrt3,•CFr�',i J(.r'xln'3+t r. r. „
f � r
PACING. 4,f TO 6" #5 o t
.................................... .......
S)f
STONE ON UPSTREAM 12 APPLIED ANALYTICAL INDUSTRIES, INC.
uj ce
w 2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF FACE
SHALL BE FASTENED
Q Y
L 36 IN WIDTH. FABRI
C � � 1NILMINOTON, NC
SEDIMENT CONTROL -� ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE -C$�TION A - A
STONE
1,_6" 4-4
2' NOTES: ENGINEER. a OR AAPPROVED FILTER
EQUAL FABRIC
1. SEDIMENT CONTROL STONE L POST SHALL BE 5'-0" IN HEIGHT AND BE OF THE
3. STEEL
SHALL BE 5 OR 57 AND FILTER w
SHALL BE PAlO FOR AT THE SELF -FASTENER STEEL ANGLE TYPE. FABRIC N w
�' NOTE: FILTER FABRIC AND STONE SHALL BE TOED UNDER FLARED END SECTION
CONTRACT UNIT PRICE PER
SECTION A -A TON "SEDIMENT CONTROL 4. WOOD POST SHALL BE A MIN. OF 6' IN HEIGHT AND 3" E-
" FABRIC SHALL BE FASTENED
STONE. TO 4 IN DIAMETER. WIRE
TO WOODEN POST WITH NOT LESS THAN #9 WIRE STAPLE .
J MULTI -DIRECTIONAL FLOW " ENERGY DISSIPATOR � NW �*
2. WIRE MESH SHALL BE 1 1 /2 LONG
HARDWARE CLOTH 19 GAGE
�� SECTION A -A
MIN. AND SHALL HAVE 1 4
Nis N
INLET PROTECTION, MN /MESH OPENINGS. NTS SILT FENCE �- ��►STONE CHECK DAM
NTSC9
A
I�