SW8990546_APPROVED PLANS_20000814

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 OMC) to
DOC TYPE ❑ CURRENT PERMIT
© APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE Z0Q d C) � }
YYYYMMDD

1 2 3 4 5 6 7 8 9 10 Q
n" 00
N N
� U
LU =
N �
HC C
TOP 31.73 " w NLt I J - �� `
INV 26.52T-jINV 28.56 NOP $2.01 !i / II /, __ -39- -- - - ` s
i V UV 26.31 AsmAiT - -4Q-. - - - E ~
A INV 28 8 d / INS! WT 28.03 / \ \' I � -� ASaKar -� -41� INLET V d O
\ \\ t ` / �- �- \ I AsrFALr l ` r TOP 39.67 a o
INLETTOP 31.92 / r ) I // �i� � - Ali // / i INV 35.99 cto,
a
INV IN 29.77 J �� / 38 - - --!(s / / ASPHALT
INV OUT 29.69 / / ' / _ r` - ca+cO `�\ \ \ / INLET / z /� r, E
j ' /. TOP 39.07 ."-` .-. "'-'/ / = .201 W
TOP HYD. i I I // / / / - - �\\ INV IN 34.79 / I I / L) c
INV OUT 33.97 �� c
EL. 34.61 / / / V \ \ t2
(J _
SDMH _ \ / / CONC �' Q
OP 31.81 '� I -` - \ ` I /
INV 36" 26.20
INV 18"IN 28.05
INV IN 28.93 �j \ J ! ' ' Jl I \ 1 ^ , / I // /� n 00
fffl / GOAL
J I ( A.ALT I JQOAL
/
1 J I / I
\ , , 1 J GONG 1 . I �,� I ._ NCO V
El // / / / I Qj 00
vJ N O 1 1
L (V N
M /' `1 \ \ \ \\ / � ',� // I rc m INLET ¢ V ^ r,
/ �� / ( \\ TOP 42.76
/ / \ i / l INV IN 39A5 > 4' o
'Y -" BROKEN ASPHALT V a L ; m
ASPHALT \ ' / / m� I I AND GRAVEL INV OUT 39.90 Y Zp
C
i o
SSMH
-fir~- '' /&1�-- - - - , / ASPHALT I �\m NOV 39.15
/ 1 / Q
I !- SDMH < / / I / I \� SDMH } U
C � TOP 37.79 /�� - /�- = _ / I I ! TOP 4i.99SOCIOECONOMIC
INV IN 34.58 ASPHALT - �,.- \ INV IN 37,54
INV OUT 30.6� SDMH
� r� � / TOP 40SDMH .84 I INV OUT 35.96 , � I
SDMH Z 15.OAK 12.E t\ r '- - - - // INLET
TOP 40.58 INV 1 WIINV N 37.11 / L Fi TOP 42.07
Z INLET INV 36.83 i U
TOP 37.28 Q z OAKS \ ` TOP NV 36.83 // - - - of -INV OUTf9.2 1'-
INV 12"IN 33.7i �n e B•O -- - _ _
INV OUT 30.06 ^3 cxiNG. wAuc -
INV 2 "IN 29.96 / ' SD SO SD So 24 2a s
INV 24"IN 30.30. SD
INLET o 5' _ - "39' _ _ _40 ' , "ss - _ _ _ _ - -�+1- ` - - - 11 TH. STREET -5s _ .-q3- - o
TOP 37.6i - N ^� - - °� ` - - - - -�'� ~ - - - - -INV 34.64 0000 ` A 1 Oa m {
INLET 12� Z INV 37,57 ~ ` - '_ V) f
TOP 37.99 _G w axr ~w w - - w w - w i
INV 33.80 \ CONC. WAtK y SD ONC. WALK or
TOP W.L. 35.22 INLET E O- Y 41BENCH MAR ,
-
�.�� I �\ TOP 37.8$ 5g/ , 4 a ' ' J 4 44.38 TOP HYD.
43_ TOP HYD. /
INV 35.15 / - 3 INLET �z FLOOR EL 46.90 /
,. 3o'svOAMORE INLET, �.
SDMH _39 S1ER TOP 39.84 EL�5 79
TOP 37.78 INV 3815 ASPHALT r INV 37.59 �MH TOP HYD. O
INV 120INN 32.66 Tom, HYD.�� �1/ PAD ci r 141' _ TOP 40.76 EL 44.49 3 TI ,,
EXISTINGINV 37.34 ANNEX /
D INV OUT 31.04 EL 4220 FLOG INLET7BUILDING PDUMSTER/ vINV 12"INS 32.96 1vINV IN 31.17. I CONC. WALK FL00 SPHALT /STEPS / o TOP 43,44wCVCIV
INY 41.32c \ ! \ J J / EXISTING EXISTING EXISTING �� _ �^ /
ASPHALT GYMNASIUM AUDITORIUM 4z85 CAFETERIA I I GR S LINED SWALE TO BE INSTALLED
3 I z FLOOR AF R BUILDING DEMOLITION. '10 DIRECT
ST RMWATER AWAY FROM BUILDING /
w°, EN ANCE. SWALE SHALL OUT-ET TO LEVEL
I / SDMH DEVICE TYP. SEE ' G ADE W ESTABLISHED VEGETATION. / 1
43.1D WALK
TOP 42.58 SHEET C1.2 FOR DETAIL I ( I \\ - - 45- - / ,
TOP HYD. I c� FLOORF INV 38.08 FLOOR I \\ W 24'DAK I 3
EL 44.48 _ I I /' J
SSMH :j\TOP \ 00 M - E CONC. WALK G I ��yc(STING BUILDIyG� j 7 N
NV 300
5.58 // - cork. WALK G � LEr I ` TO DEMOLI ED /
3 TOP 43.53 SEE Ai?CHITE RAL / r
U 'TOP 43.7p INV OUT 4 2 �JfU M
1 PLANS FOR-DETAILS \ /
SDMH I CONC INV i 78
SSMH 2'MAPLE SMALL *MAPLE
tt TOP 41.67 c /
TOP 41.67 / �' INV 12'IN 35.44 OAKS O OUT 42.68
INV IN 36.09 \ !NV OUT 35.32 GREGORY SILT FENCE_ �T1P.)
INV OUT 35.96 IN IN35.24 E MAIN BUILDING 45$3 DRAIN ® ' //°
TOP 44A7
FLOOR INV 43.27 �, ..r`• /-.
cc
MLLISTON
I MAIN BUILDING sue-sTAnON EXISTING WALKS ®` DISTURBED II l rs€Q�r
IREE TO BE DEMOLISHED i ® AREA t I cc
DEMOLITION i i O
CONC. WALK CONC. WALK W LIMITS i ` e ASPHALT ASPHALT
to +DOQG wood 12 oAK +l d
FLAG 1O.7iiEE I �� ,.i I 1 I ` ( /,,V`
TOP HYD. L- -- - -I L ---J L --1 v
�' �'� 1 SIGN Pow �+ +•iREE e'MAPLE,Lg� ENTRANCE NOT TO BE I EXISTING BUILDING i � IACOCCA! � � •oAK
< 3 < s•M s•JAP. MAPLE �''P 3 6*M a"MAPLE S1 USED DURING CONSTRUCTION TO BE DEMOLISHED 24.13
3 �1R tG�C DURING PHASE I OR II UNLESS SEE ARCHITECTURAL zz MYRr1F " USE EXISTING O �_
U O 3'MAPLE 3•MAf'lE �,j Z
SDMH cr 3•MAPLE 4•MAPLE ' ; FLAG. MYRTLE Y w TEMPORARY CONSTRUCTION PLANS FOR DETAILS ASPHALT AS I ( Jo oAK
TOP 45.92 cr 4 ra� MTRnE POLE PAD IS INSTALLED AS PEE# 'S TEMPORARY ' L.
INV 12"IN(N) 39.71 4'7REE 3 SDMH U DETAIL ON C1.3. a -�
INV OUT 39.65 �' INV i 39.BO u"MAPLE s2•OAK i a PAD. A�"`1T z
INV 12 IN 20•RiEE 1 TOP HYD. ; 24`SYCAMORE CONSTRUCTION
F INV IN 39.60 I tNV OUT 39.54 1124.24' EL 50.84 O
CONC. WALK CONC. WALK 0
G F - E E E E E E E O
G -G - G G G
- - - - - - - - - - - - - -� - - - - - - 10TH. STREET - - - - - - - - SS - - - - -
INLET SSMH
ca
.33
w W w w w w w w TOP 44.36 w w w w w w w NOV IN743.10 w w W w w W w -
I -- INV O 39.98 INV OUT 42.48 --r
INV OUT 39.92
TOP HYD. -- -' -- -- --
EL 47.29
43: a.
GENERAL NOTES: LEGENDr•�otH'cnRo''••., Revisions
1.) INFORMATION USED TO SHOW LOCATION OF EXISTING UTILITIES PROVIDED BY ��EESS
ELECTRICAL SERVICE w 0 SEWER CLEAN OUT Q N9` p
w OTHER PARTIES. KIMLEY-HORN & ASSOC., INC. SHALL NOT BE RESPONSIBLE
w � FIRE HYDRANT SEAL =
CAROLINA POWER AND LIGHT CO. w 1- � FOR ACCURACY OF LOCATION, AS IT IS APPROXIMATE AND SHOWN FOR REFERENCE ONLY. a 20149 -
G POWER OUTAGES I BOO 41q 6356 _ - E �- E - POWER POLE
BUSINESS OFFICE I ql0 346 1413 '�' z 2.) CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, AND MATERIAL OF ALL SS SANITARY SEWER `T+INE �0�.��
CORPORATE HEADQUARTERS i qiq 546 Gill z i EXISTING GAS, TELEPHONE, CABLE, WATER, SEWER AND OTHER UTILITIES IN THE AREA SD STORM SEWER tyy�'Hgjg FD ® _
Z U 0 OF CONSTRUCTION PRIOR TO BEGINNING WORK. CONTRACTOR TO CONTACT NC ONE oWM WATER METER """"TELEPHONE SERVICE CALL A MINIMUM OF 48 HOURS PRIOR TO THE START OF CONSTRUCTION. - W-N-W- WATER LINE/ VALVE � ® -
$ELLSOUTI-I 13TH STREET � POWER POLE/ LIGHT U ® _-
REPAIR SERVICE CALL Gil 3.) TOPOGRAPHIC DATA IS BASED ON DRAWING ENTITLED "TOPOGRAPHIC SURVEY FOR SIGN
BUSINESS OFFICE 1 qIO 780 2500 SITE NEW HANOVER COUNTY BOARD OF EDUCATION" BY CENTURY/VONOLSEN AND G GAS LINE
CABLE TV SERVICE STREET STREET DATED SEPTEMBER 4, 1994. FINAL DESIGN
w w - UGE UNDERGROUND ELECTRICAL LINE Project Date :
TIME WARNER CABLE w 4. ALL WORK SHALL BE CONFINED TO RIGHT-OF-WAY, EASEMENT OR PERMIT LIMITS. 0 CENTER STONE MONUMENT 018047.03 05.20.99
BUSINESS OFFICE I q10 763 4638 in �, ) / NOT RELEASED
11TH STREET 5.) CONTRACTOR SHALL COORDINATE ALL WORK WITH THE NEW HANOVER COUNTY SILT FENCE FOR CONSTRUCTION Drawn by : Checked by
SCHOOL SYSTEM. GRASS LINED SWALE
a v INLET PROTECTION 4, . RPB JCi
LOTH STREET w� .„ r�
EROSION
H 48 HOURS BEFORE DIGGING IN LOCATION 1'`14f=' � v' o CONTROL PLAN
NORTH CAROLINA TOTAL DfSTUR5ED A AREA B'
PHASE
CALL 1 -800-632-4949 0 20' ,� 1tam,
NOCUTS UTILITY LOCATION SERVICE F'I-IA4SE f = Q�.4� A4Ci�ES
Sheet number
SCALE, I' . 40'-C'
'C
o ci 21

SIT D V 0 M NT ANS
FOR
N W HANOV R COUNTY SCHOO S
Wl ISTON MIDD SCHOO
401 SOUTH 10th STREET
,
WILMINGTON7 NORTH CAROLINA
w
w w
F- w
W 0 Ln Ln SHEET INDEX
' Ofz COVER SHEET CO
Ld
z GENERAL CONSTRUCTION NOTES C1 . 1
PHASE 11 EROSION CONTROL. PLAN C1 . 2
13TH STREET EROSION CONTROL DETAILS C1 . 3
OVERALL SITE PLAN C2 . 1
12TH 12TH NILLISTION SCHOOL SITE PLAN C3 . 1
STREET w SI TE w STREET
w GRADING AND DRAINAGE PLAN C4 . 1 — C4 . 2
Of
UTILITY PLAN ° ' C5 . 1
11TH STORM t SANITARY SEWER PROFILES C(o . 1
t STREET w STORMNATER MANAGEMENT POND DETAILS C7 . 1
z
Q Q GENERAL DETAILS
UTILITY DETAILS C8 . 2
10TH STREET LANDSCAPE PLANS DETAILS LI . I
r`
VICINITY MAP
UTILITY CONTACTS GOVERNING AGENC I JS
ELECTRICAL SERVICE PLANNING ONNER/CONTRACT PURCHASER
CAROLINA POWER AND LIGHT CITY OF NILMINGTON DEVELOPMENT SERVICES NEW HANOVER COUNTY SCHOOLS
lOgg GUM BRANCH ROAD P . O . BOX 1810 1802 SOUTH 15TH STREET
JACKSONV I LLE , NORTH CAROLINA 2541 N I LM I NGTON , NORTH CAROLINA 28401 N I LM I NGTON , NORTH CAROLINA 28401
ATTN : MR . DURNOOD SHEPHERD ATTN : MRS . SUSI HAMILTON FACILITY PLANNING
PHONE : (q10 ) 34( - 1442 PHONE : (q10 ) 341 — Og00 ATTN : MR . CARMEN GINTOLI , R . A .
TELEPHONE SERVICE NCDOT PHONE : (q10) 254 - 4325
PARONS TELECOM (AN AGENT OF BELLSOUTH ) DIVISION OFFICE CIVIL ENGINEER
2500 N . COLLEGE ROAD 124 DIVISION DRIVE KIMLEY — HORN $ ASSOCIATES, INC .
N I LM I NGTON , NORTH CAROLINA 28405 N 1 LM I NGTON , NORTH CAROLINA 28405 4(o07 FRANKL I N A`'.'ENU E RECEIVED
ATTN : MR . GLENN MOORE ATTN : MR . SCOTT COOKE, P . E . NILMINGTON , NORTH CAROLINA 28403
PHONE : (g10 ) 313 - G792 PHONE : (q10 ) 251 - 573( ATTN : MR . J . CHRIS FORD, P . E . R� ° 'U°0 Maro52tioo
PHONE : (g10 ) 7q2 - 1040
NATURAL GAS NCDENR— DNQ— STORM NATER BY.�� �`i �. sw Ros4� Kvp
NORTH CAROLINA NATURAL GAS COMPANY FAX : (q10 ) 7q2 - 0277 �-
127 CARDINAL DRIVE EXTENSION
130q S . IOTH STREET N1LMINGTON NORTH CAROLINA 28405 ARCHITECT
NILMINGTON , NORTH CAROLINA 28401 ATTN : MRS . LINDA LENIS SHARPE ARCHITECTURE P . A . `t° eARp�;�.,,,
ATTN : MR . EDNARD SiKES ,. ��' ..........,. '
PHONE : (q10) 3q5 - 3g00 1131A MILITARY CUTOFF ROAD �44oEEssioN9lL
PHONE : (800 ) 275 — (2(o4 NILMINGTON , NORTH CAROLINA 28405 �,. „�«�. `` `- sEn►
i 2IJA'
ATTN : MR RICK COLLINS = �FNGrN� o�a ''
WATER SEWER SERVICE PHONE : (q10 ) 25G - 8700 ,,''�•,CyRISF, `''
FAX : g10 2(o5 - 1121 ,
CITY OF NILMINGTON PUBLIC UTILITIES ( )
P . O. BOX 1810
N I LM I NGTON , NORTH CAROLINA 28401
cc
ATTN : MR . CHUCK DAVIS
PHONE : (q10 ) 341 - 7805
N FINAL DESIGN
m NOT RELEASED
m
FOR CONSTRUCTION
0

1 2 3 4 5 6 7 8 9 10 Q
d. C4-
(V
• U
W zNc
0
:_
A v g
W �g
�m N
o�
U O O
6 E
W
E
Q0.
I
Q m
GENERAL SITE NOTES UTILITY PLAN NOTES -
LEGEND
1. ALL CONCRETE SHALL BE CLASS A, 3,000 PSI AT 28 DAYS 1. THE CONTRACTOR SHALL NOTIFY THE CITY OF WILMINGTON INSPECTIONS
_ COMPRESSIVE STRENGTH WITH A MAXIMUM SLUMP OF 4" UNLESS NOTED DEPARTMENT 24 HOURS BEFORE THE BEGINNING OF EACH
EXISTING LEGEND TO FOLLOW PROPOSED LEGEND TO OTHERWISE. ALL EXPOSED CONCRETE TO HAVE A FINE BROOM PHASE OF CONSTRUCTION. JOHN WILLIAMS [phone].
LOCAL STANDARDS. FOLLOW LOCAL STANDARDS. FINISH. �•/
2. ALL WORK SHALL COMPLY WITH APPLICABLE STATE, FEDERAL, AND LOCAL
2. ALL MATERIALS SHALL BE NEW UNLESS USED OR SALVAGED MATERIALS CODES, AND ALL NECESSARY LICENSES AND PERMITS SHALL BE OBTAINED
ARE AUTHORIZED BY THE OWNER AND TENANT. BY THE CONTRACTOR AT HIS EXPENSE UNLESS PREVIOUSLY OBTAINED BY
LIGHT THE OWNER/DEVELOPER AND PROVIDED AT THE PREDEVEOPMENT CONFERENCE. w
=4. PROPOSED CONCRETE SIDEWALKS 3. ALL DIMENSIONS ARE TO BACK Of CURB AND FACE OF BUILDING OR AS
GPO GUY POLE - NOTED. 3. THE CONTRACTOR SHALL IMMEDIATELY INFORM THE ENGINEER OF ANY
W
B PPO-:) POWER POLE/ANCHOR DISCREPANCIES OR ERRORS HE DISCOVERS IN THE PLAN.
AREA TO BE 4. NECESSARY BARRICADES, SUFFICIENT LIGHTS, SIGNS AND OTHER
� ELECTRIC TRANSFORMER
-uGe- UNDER GROUND ELECTRIC LANDSCAPED TRAFFIC CONTROL METHODS AS MAY BE NECESSARY FOR THE 4. DEVIATION FROM THESE PLANS AND NOTES WITHOUT THE PRIOR �V
PROTECTION AND SAFETY OF THE PUBLIC, SHALL BE PROVIDED CONSENT OF THE OWNER OR HIS REPRESENTATIVE OR THE ENGINEER r M
-oHE- OVERHEAD ELECTRIC EXISTING ASPHALT TO AND MAINTAINED THROUGHOUT THE CONSTRUCTION. MAY BE CAUSE FOR THE WORK TO BE UNACCEPTABLE. Cal) N 1*
�HTV-- OVERHEAD TELEVISION ' BE DEMOLISHED00
-UGTV- UNDER GROUND TELEVISION 5. HIGH INTENSITY LIGHTING FACILITIES SHALL BE SO ARRANGED 5. PRIOR TO DIGGING ON AND OFF SITE, CONTRACTOR SHALL HAVE ALL O .-m+N g rl
Of OVERHEAD TELEPHONE : NEW SIGN AS NOTED THAT THE SOURCE OF ANY LIGHT IS CONCEALED FROM PUBLIC UTIUTIES LOCATED BY "NO-CUTS" 1-800-632-4949. DAMAGE TO ��A/� o O N
-UGT- UNDER GROUND TELEPHONE VIEW AND FROM ADJACENT RESIDENTIAL PROPERTY AND DOES UTILTIEi SHALL BE FIXED TO THAT OF EXISTING CONDITIONS AT THE fV♦� 1n c � O
Q TELEPHONE MANHOLE
• CLEANOUT NOT INTERFERE WITH TRAFFIC. CONTRACTORS EXPENSE. V� lV CJ
-FO- FIBER OPTIC ..p-._.q-per_ SILT FENCE 6. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR EMERGENCY 6. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE c U r n
❑ RISER VEHICLES AROUND AND TO ALL BUILDINGS NEAR CONSTRUCTION; I.E. LOCATICN OF ALL EXISTING UNDERGROUND UTILITIES AND TO TAKE t�..
-a- PROPOSED 'GAS LINE IN TIMES OF RAIN OR MUD, ROADS SHALL BE ABLE TO CARRY A FIRE WHATEVER STEPS NECESSARY TO PROVIDE FOR THEIR PROTECTION. 6 t O
STREET SIGN TRUCK BY BEING PAVED OR HAVING A CRUSHED STONE BASE, ETC. THE ENGINEER HAS DILIGENTLY ATTEMPTED TO LOCATE AND INDICATE CI v
-� SIGN -w WATER LINE WITH A MINIMUM WIDTH OF 20-FEET. ACCESS TO BUILDINGS ALL EXISTING FACILITIES ON THESE PLANS; HOWEVER, THIS Z
w/1A0 WATER METER THAT HAVE SPRINKLER OR STANDPIPE SYSTEMS SHALL BE WITHIN INFORMATION IS SHOWN FOR THE CONTRACTOR'S CONVENIENCE ONLY. c
-w- WATER MAIN - SANITARY SEWER LINE 40 FEET OF THE FIRE DEPARTMENT CONNECTOR. (NFPA 1141 3-1). THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS OF ° 0 o X
(81 WATER VALVE HAND STORM SEWER UTILITIES SHOWN OR NOT SHOWN. THE CONTRACTOR SHALL CONTACT c a I!
e POST INDICATOR VALVE 7. "FIRE LANE NO PARKING" CAN BE STENCILED ON THE CURB EVERY THE UTILITY COMPANIES FOR EXACT LOCATION OF THEIR UTILITIES PRIOR f�'�
PROPOSED CONTOUR 1030 FT. OR IF THERE IS NO CURB, PROVIDE "NO PARKING TO STARTING CONSTRUCTION. IT SHALL BE THE SOLE RESPONSIBILITY L -
N WATER VALVE FIRE LANE" SIGNS THAT ARE LEGIBLE FROM BOTH DIRECTIONS OF THE CONTRACTOR TO REPAIR AND REPLACE ANY AND ALL DAMAGE O
j1 FIRE HYDRANT EX15TING UTILITY TO BE DEMOLISHED AND TRAFFIC YELLOW CROSS HATCHING 20 FT WIDE, AT THE MAIN MADE TO UTIUTIES BY THE CONTRACTOR.
O IRON PIPE FOUND ENTRANCES. (NFPA 1141-3.3) OR AS DIRECTED BY THE LOCAL FIRE
EXISTING LIGHTPOLE TO BE DEMOLISHED DEPARTMENT. 7. THE CONTRACTOR SHALL COORDINATE LOCATION AND INSTALLATION
EICMF MONUMENT FOUND 0 OF ALL UNDERGROUND UTILITIES AND APPURTENANCES TO MINIMIZE `
O PK NAIL FOUND EXISTING DRAINAGE STRUCTURE TO 8. RAMPS SHALL BE PROVIDED WHEREVER AN ACCESSIBLE ROUTE DISTURBANCE TO CURBING, PAVING, AND COMPACTED SUBGRADE.
CROSSES A CURB OR IS PART OF AN ACCESSIBLE ROUTE THAT HAS A
I CENTER LINE BE DEMOLISHED
SLOPE OF 1:20 OR GREATER. THE RAMP SHALL HAVE A MINIMUM WIDTH 8. UTILITY COORDINATION SHALL BE INCLUDED IN THE PROJECT. �
R/W RIGHT OF WAY EXISTING BUILDING AND/OR CONCRETE OF 36 INCHES CLEAR EXCLUSIVE OF FLARED SIDES AND A MAXIMUM SCHEDULE AND IT IS THE EXPLICIT RESPONSIBILITY OF THE
Coe SEWER CLEAN OUT PAD TO BE DEMOLISHED SLOPE OF 12 INCHES OF RUN FOR EVERY 1 INCH OF LIFT. IF THE RAMP CONTRACTOR TO ASSURE THAT THE PROJECT SCHEDULE INCLUDES THE
HAS 72 INCHES OF RUN THERE SHALL BE A HANDRAIL ON BOTH SIDES NECESSARY RELOCATION. THE CONTRACTOR WILL NOT BE PAID
S SEWER MAIN O OF THE RAMP. A MAXIMUM OF 36 INCHES APART. THE MAXIMUM ADDITIONALLY FOR THIS COORDINATION. THE CONTRACTOR SHOULD
PROPOSED SEALCOAT HEIGHT OF HANDRAILS FROM FINISH SURFACE TO TOP OF HANDRAIL SEEK ASSISTANCE FROM ALL UTILITY COMPANIES TO LOCATE AND
-FM- SEWER FORCE MAIN SHALL NOT EXCEED 34 INCHES. PROTECT THEIR FACILITIES.
m SEWER MANHOLE EXISTING TREE TO 9. FIRE HYDRANT AND WATER MAINS TO BE INSTALLED AND UNDER
BE DEMOLISHED 9. THE CURRENT ACCESSIBILITY LAWS REQUIRE THAT ALL PRIMARY PRESSURE BEFORE ANY COMBUSTIBLE CONSTRUCTION IS STARTED.
-D- STORM DRAIN ENTRANCES USUALLY BE CONSIDERED AS MAJOR POINTS OF PEDESTRIAN
® STORM MANHOLE FLOW SHALL BE HANDICAP ACCESSIBLE. 10. THIS SITE TO BE SERVED BY PUBLIC GRAVITY SANITARY SEWER.
❑ CATCH BASIN 10. HANDICAP ACCESSIBLE ROUTE SHALL START AT THE HANDICAP PARKING 11. MINIMUM PIPE COVER FOR SANITARY SEWER SHALL BE 3 FEET UNLESS
r'YWl TREE LINE SPACE AND SHALL GO INTO THE PRIMARY ENTRANCE OF ALL NEW OR DUCTILE IRON PIPE IS USED AND LESS COVER IS SPECIFICALLY
RENOVATED BUILDINGS OR TENANT SPACES. A.N.S.I. 117.1 1986 4-3, APPROVED BY THE ENGINEER.
- -rl- TRAFFIC LIGHTS
4-4, 4-5, 4-6. 4-7 AND 4-8
I
M.C.R. MOBILE CLASS ROOMS 11. ALL HANDICAP STANDARD PARKING SPACES SHALL BE AT LEAST 8 FT. WIDE 12. ALL MANHOLES OUTSIDE PAVED AREAS TO HAVE BOLT-INN S HALL
AND BE PROVIDED WITH AN ADJACENT ACCESS AISLE OF NOT LESS COVERS, ALL MANHOLES WITHIN THE 100-YEAR FLOOD PLAIN S
HAVE BOLT-DOWN COVERS WITH WATER TIGHT SEALS.
THAN 5 FT. WIDE TO COMPLY WITH ANSI 4.6.2 ALSO, THE SPACE SHALL
BE DESIGNATED AS RESERVED PERMIT ONLY PARKING WITH A WHITE HANDICAP 13. NEOPRENE COUPLINGS WITH STAINLESS STEEL BAND AND SHEAR
SYMBOL ON A DARK BLUE REFLECTIVE 12 INCH BY 18 INCH
RINGS ARE REQUIRED FOR JOINING DIFFERENT TYPES OF
METAL SIGN ON A 2 INCH METAL POST SET 72 INCHES FROM THE
SANITARY SEWER PIPES.
BOTTOM OF THE SIGN TO THE PARKING SURFACE. -
12. HANDICAP VAN PARKING SPACE SHALL BE AT LEAST 8 FT. WIDE AND BE 14, ALL SANITARY SEWER CONSTRUCTI ON MUST CONFORM TO THE CITY OF O
D PROVIDED WITH AN ADJACENT ACCESS AISLE OF NOT LESS THAN 8 FT., WILMINGTON PUBLIC WORKS SEWER REGULATIONS, STANDARDS, AND SPECS.
SPACE SHALL HAVE PERMIT PARKING SIGN BUT WILL HAVE ADDED 15. CONTRACTOR TO FIELD VERIFY LOCATION AND INVERT OF SANITARY O
BELOW THE 12 INCH BY 18 INCH SIGN A SIGN WITH THE WORD "VAN" IN SEWER FOR CONNECTION TO EXISTING OR PROPOSED SEWER SYSTEM.
WHITE LETTERS 1 INCH ON DARK BLUE. REFLECTIVE METAL BACKGROUND.
13. SIDEWALK CONSTRUCTION SHOWN IN THESE PLANS SHALL MEET 16. ALL PIPE LENGTHS AND DISTANCES BETWEEN STRUCTURES ARE
FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE
ALL REQUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT OF ALONGNG A HORIZONTAL PLANE.
JULY 1991 TITLE II, TITLE III, AND ANY STATE, COUNTY LOCAL
OR OTHER APPLICABLE LAWS. 17. ALL STORM DRAINAGE PIPE SHALL BE LAID ON SMOOTH CONTINUOUSmc
14. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION GRADES WITH NO VISIBLE BENDS AT JOINTS.
OF ALL EXISTING UTILITIES DURING CONSTRUCTION. AT LEAST 48 HOURS 18. AT A MINIMUM, THE LENGTH OF RIP RAP APRON SHALL BE THREE TIMES
PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE THE DIAMETER OF THE STORM DRAIN PIPE. WIDTH OF RIP RAP APRON
CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY AGENCY FOR SHALL BE 3 TIMES THE DIAMETER AT THE OUTLET OF THE PIPE
PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT SITE. AND SC�l TAMES THE DIAMETER AT THE END OF THE APRON.
15. CONTRACTOR IS RESPONSIBLE FOR THE REPAIR AND REPLACEMENT OF 19. ALL WATER LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY OF
ANY UTILITIES, CURB & GUTTER, CONCRETE PAVEMENT, ETC. THAT WILMINGTON PUBLIC WORKS STANDARDS AND SPECIFICATIONS. CONTACT THE
MAY BE DAMAGED DURING CONSTRUCTION. DAMAGED ITEMS SHALL BE WATER DEPARTMENT BEFORE TAPPING EXISTING WATER MAIN AND CONNECTING
REPAIRED TO AT LEAST THE QUALITY OF WORKMANSHIP FOUND IN THE TO SEWER UNE. WATER MAIN SHALL HAVE BEDDING CONSISTENT WITH THE CITY OF
ORIGINAL ITEM. WILMINGTON PUBLIC WORKS WATER SYSTEM REQUIREMENTS AND SPECIFICATIONS.
GENERAL NOTES: 16. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR 20. FIRE HYDRANTS ARE TO BE INSTALLED SO THAT THE FIRE
EXACT LOCATIONS AND DIMENSIONS OF EXIT DOORS, BUILDING DIMENSIONS, DEPARTMENT CONNECTION FACES THE STREET. THE FIRE HYDRANTa)
1.) INFORMATION USED TO SHOW LOCATION OF EXISTING UTILITIES PROVIDED BY AND EXACT UTILITY ENTRANCE POINTS. CONNECTION IS TO BE NO LESS THAN 18" OR MORE THAN 36"
OTHER PARTIES. KIMLEY-HORN & ASSOC., INC. SHALL NOT BE RESPONSIBLE ABOVE FINISHED GRADE. FIRE HYDRANTS SHALL BE CLEAR OF ANY O FOR ACCURACY OF LOCATION, AS IT IS APPROXIMATE AND SHOWN FOR REFERENCE ONLY. 17. ALL PAVEMENT CUTS SHALL BE SAW CUT ALONG A STRAIGHT EDGE. OBSTRUCTIONS WITHIN 5 FT IN ANY DIRECTION PARALLEL WITH THE -
2.) CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, AND MATERIAL OF ALL APPROACH OR THE VISIBILITY OF ANY FIRE HYDRANT, OR F.D.C./ ■
E EXISTING GAS, TELEPHONE, CABLE, WATER, SEWER AND OTHER UTILITIES IN THE AREA SIAMESE. FIRE HYDRANTS LOCATED IN PARKING
OF CONSTRUCTION PRIOR TO BEGINNING WORK. CONTRACTOR TO CONTACT NC ONE AREAS SHALL BE PROTECTED BY BARRIERS THAT WILL PREVENT
CALL A MINIMUM OF 48 HOURS PRIOR TO THE START OF CONSTRUCTION. GRADING & DRAINAGE NOTES PHYSICAL DAMAGE BY VEHICLES (NFPA 11413-6.5. 3-6.6).
21. THE WATER SYSTEM IN THE PUBLIC RIGHT-OF-WAY WILL BECOME THE `V
3.) TOPOGRAPHIC DATA IS BASED ON DRAWINGS ENTITLED: 1. THE CONTRACTOR SHALL FURNISH AND MAINTAIN ALL NECESSARY PROPERTY OF THE CITY OF WILMINGTON PUBLIC WORKS UPON COMPLET ON.
'TOPOGRAPHIC SURVEY FOR NEW HANOVER COUNTY BOARD OF EDUCATION BARRICADES AROUND THE WORK AND SHALL PROVIDE PROTECTION AGAINST WATER DAMAGE AND SOIL EROSION. 22. BEDDING REQUIREMENTS SPECIFIED HEREIN ARE TO BE CONSIDERED AS
WILMINGTON, NEW HANOVER COUNTY, NORTH CAROUNA" BY CENTURY / VON MINIMUMS FOR RELATIVELY DRY, STABLE EARTH CONDITIONS.
OESEN, DATED SEPTEMBER 4, 1994. 2. COMPACTION OF THE BACK FILL OF ALL TRENCHES SHALL BE ADDITIONAL BEDDING SHALL BE REQUIRED FOR ROCK TRENCHES AND O co
"RECORD DRAWING GREGORY SCHOOL, NEW HANOVER COUNTY BOARD OF COMPACTED TO THE DENSITY OF 95% OF THEORETICAL MAXIMUM DRY WET AREAS. CONTRACTOR SHALL HAVE THE RESPONSIBILITY TO
EDUCATION, WILMINGTON, NORTH CAROLINA- BY W.K. DICKSON DATED, DENSITY (ASTM D698). BACK FILL MATERIAL SHALL BE FREE FROM PROVIDE SUCH ADDITIONAL BEDDING AS MAY BE REQUIRED TO C C
APRIL 16, 1999. ROOTS, STUMPS, OR OTHER FOREIGN DEBRIS AND SHALL PROPERLY CONSTRUCT THE WORK.
"TOPOGRAPHIC SURVEY AND SITE MAP GREGORY SCHOOL NEW HANOVER BE PLACED IN LIFTS NOT TO EXCEED 6 INCHES IN COMPACTED 23. ALL FIRE AND PLUMBING FIXTURES MUST CONFORM TO THE CITY OF O
FILL THICKNESS. A REPORT FROM A GEOTECHNICAL ENGINEER WILMINGTON PUBLIC WORKS SPECIFICATIONS AS STIPULATED BY THE FIRE (IWl 0
COUNTY BOARD OF EDUCATION, WILMINGTON, NORTH CAROLINA", BY MAY BE REQUIRED BY THE PUBLIC WORKS INSPECTOR. CORRECTION MARSHALL AND THE BUILDING OFFICIAL.
W.K. DICKSON, DATED AUGUST 16, 1999. OF ANY TRENCH SETTLEMENT WITHIN A YEAR FROM THE DATE OF 24. ALL BUILDINGS EQUIPPED WITH AN AUTOMATIC SPRINKLER OR
APPROVAL WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. STANDPIPE SYSTEM SHALL HAVE A FIRE HYDRANT LOCATED SO THAT C
4.) ALL WORK SHALL BE CONFINED TO RIGHT-OF-WAY, EASEMENT OR PERMIT LIMITS. 3. MAXIMUM SLOPE OF EMBANKMENT SHALL BE 3.0 FEET HORIZONTAL TO THE F.D.C. OR SIAMESE CONNECTION IS WITHIN 150 FT. AND THAT THE v
5.) CONTRACTOR SHALL COORDINATE ALL WORK WITH THE NEW HANOVER COUNTY SCHOOL
1.0 FOOT VERTICAL, OR PER APPLICABLE JURISDICTIONAL REGULATIONS. FIRE TRUCK CAN DRIVE TO WITHIN 40 FT. OF THE F.D.C. SIAMESE.
O
SYSTEM AND THE CITY OF WILMINGTON. 4. PROPOSED CONTOUR INTERVALS ARE AS LABELED. ALL PROPOSED 25. ALL STORM DRAINAGE INLET STRUCTURES SHALL HAVE METAL '
CONTOURS ARE FINISHED GRADE. RING AND COVER FOR ACCESS.
5. THE CONTRACTOR WILL INSURE THAT POSITIVE AND ADEQUATE 26. ALL WATER AND SERVICE LINE SHALL BE INSTALLED IN ACCORDANCE O
DRAINAGE IS MAINTAINED AT ALL TIMES WITHIN THE PROJECT
WITH THE REQUIREMENTS OF THE NORTH CAROLINA BUILDING CODE
LIMITS. THIS MAY INCLUDE, BUT NOT BE LIMITED DRAINAGE
AND THE NEW HANOVER COUNTY INSPECTIONS DEPARTMENT. CONTRACTOR
REPLACEMENT OR RECONSTRUCTION OF EXISTING DRAINAGE SHALL COORDINATE INSPECTION OF THESE SERVICES WITH THE NEW HANOVER
F STRUCTURES THAT HAVE BEEN DAMAGED OR REMOVED OR REGRADING COUNTY INSPECTIONS DEPARTMENT. CD
AS REQUIRED BY THE ENGINEER, EXCEPT FOR THOSE DRAINAGE ITEMS
SHOWN AT SPECIFIC LOCATIONS AND HAVING SPECIFIC PAY ITEMS (��/l O
IN THE DETAILED ESTIMATE. NO SEPARATE PAYMENT WILL BE MADE
FOR ANY COSTS INCURRED TO COMPLY WITH THIS REQUIREMENT.
6. EXCESS EARTH CUT MATERIAL, IF ANY, SHALL BECOME THE u,
RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE REMOVED FROM ■
THE SITE UNLESS OTHERWISE APPROVED TO BE PLACED ON SITE BY
THE OWNER. C
7. THE CONTRACTOR SHALL PROVIDE .ANY AND ALL EXCAVATION AND
MATERIAL SAMPLES NECESSARY TO CONDUCT REQUIRED SOIL TESTS.
ALL ARRANGEMENTS AND SCHEDULING FOR THE TESTING SHALL BE
THE CONTRACTOR'S RESPONSIBILITY.
B. SOILS TESTING AND ON-SITE INSPECTION SHALL BE PERFORMED
BY AN INDEPENDENT GEOTECHNICAL ENGINEER. THE SOILS ENGINEER
SHALL PROVIDE COPIES OF TEST REPORTS TO THE CONTRACTOR, THE
OWNER AND THE OWNER'S REPRESENTATIVE AND SHALL PROMPTLY Revisions :
NOTIFY THE OWNER, HIS REPRESENTATIVE AND THE CONTRACTOR
SHOULD WORK PERFORMED BY THE CONTRACTOR FAIL TO MEET THESE _
SPECIFICATIONS.
G ® -
® -
Project • : Date :
015047.03 05.05.00
•``'ASH CAR0 Drawn by : Checked by
�•o� ....f. �4y••.,
SS If s, RPB JCF
SEAL z
20149
,� , IN- EB= O
�ti -Foy GENERAL
NOTES
_U
6
/ FINAL DESIGN Sheet number :
m
NOT RELEASED
m
FOR CONSTRUCTION Cl 51
0
/

Ln
1 2 CO
3 4 5 6 7 8 9 10 '�
N N
,/� BATTING < / V 33.54 CONC / w LL.1 n m
d // CAGE > Al3 l _ BACK cAs PUMP f 2 N e
INLET . // INLET / / 20
STOP �� NLET E CL I1.2
TOP 32.0 / 3a SYGv4E / !NV IN 33.93 BACK / INV 35.31 rc
/ E .. 5
INV IN 3217 /
INV 29.84 / INV OUT 37_11,./ INV OUT 33.79 r z'c / 3NlET // \ IINV IN 36
NV IN 12 ~ 3'`;
STOP E FLOOR A�HALT TOP 39.5 x E
7'TN033S1Top 0i ` / !NV OUT V 0
�_ ---� -- - --- 36-- 1 w �o
GAS PUMP ?. o
•" i -- • • Y i -- • R i Y ��' 7T-� -r Y i R i • i • y • `- -•��_ • • i c�.,gH GaKa ` '• -. / / d 'Pc>, 12TH. �'�"� o oq •
12TH_ STREET i -• JJA -
- - - - - - - - - - -- -- -- - - _ R r
�c-�- y, . - � � � � � � � � � � �-..�--- �!J �._.._. ...--�.-r. TOP 37.47 / -3S"�P- `� F� �v�i ..
s I s�IJU _ 5 - - o ��- - � 3 INV 32.82 ASPHALT e / / _ 0 ry o
TOP 31.73 0
TO 31.7 I V I2 28.31 / - - -- ASPHALT \ y -/ _ _ __ __39 E .h z$W
• op
of SILT FENCE (TYP.) I �� _ ` /s - _ `�
INV 2&56
ASPHALT -' -4D- - - --- �\��,."`- `o
INV 28.48 d / iN1J QUT 28.03 / - __ \ I LT r -41- INLET <t
,!! � � \ \ ASPSlAlt J ,•'' E TOP 39.67
INLET / / P 1 / \ / % INV 35.99 M
TOP 31.92 f __ _- - ` s �Q� / /' Q
INV IN 29.77 r d ( ��� / ' 38 '" DEMOLITIONCON ASPHALT m
INV OUT 29.69 ' 0 S a INLET /
^� / / f j LIMITS O \ /
\ / / TOP 39.07 I _J / ■
TOP HYD. I I I /� I - I �l \ INV IN 34.79
N / f DETENTrgN / / INV OUT 33.97 I p'` CrN
EL. 34.61 PONDCONC
SDMH
COW
TOP 31.81 / / -- y ^ _ �11INV 36" 26.20 z , I t / / / cN CA0`INV 18"IN 28.05 `J _ . � / WINV IN 28.93 I \ .�F..MR
y I I A tAIT I I GOAL ` 'f J/ /l , }-.. . -. 2 r •- C
jl " I V
'J r �'I I 1/ I coKc CO 3 :s v n
r fncoCD
I / C* ; L (U (U
cOac / I / I I / I r/ >4 o
/ / '� r/ �z
04 ) w CA L�
w M All) INLET
TOP 42.76 Q 3
\ i / / INV IN 39.95 T
/ I \ �'� / \ / / I I BROKEN ASPHALT INV OUT 39.90 i.
ASPHALT AND GRAVEL E
SSMH /
TOP 42.08 i
T / 1 / ASPHALT I �\ I INV 39.15
SDMH
SDMH
TOP _ i/ ` ` I I TOP 41.99
LWy1 I > INV 3?34. 8 /�� � 11 / I INV IN 37.54
INV IN 34.58 r A-j�-ASPHALT
N 5.OAKI INV OUT 30.61�•-_- -� �„_- '�f SDMH
/ SDMH TOP 40.84 INV OUT 35.96
Z t5 oAK t - - ---- TOP 40.58 INV 37.01 / I - - - I INLET s
SDMH Z 12"OAK \ r INLET INV 36.83 INV 1$"IN 37.11 -� L- J
TOP 42.07 ' I
TOP 37,28 Z 2-36•DAKS \ TOP 40.44 / e I - INV IN 39M
INV 12'IN 33.71 ^� IrOAK aAK '�! INV 36.83 _� INV OUT 39.22
INV OUT 30.06 ^� cor,a. WALK - 40"OAK
INV 18"IN 29.96 -- 24• __ - - -
/ SD SD SD SD SD 24• SD 2+• SD -� -, 2" .
INV 240IN 30.30. , �� to -- 2"_
INV
M o 38.r
INLET
TOP 37.61 - it - - - - - - - u��ET - - -----___ ,__ - - -- -LJ
11 TH. STREET - - - - _ _ _ - - - - - -
INV 34.64 D0 LD - To 4e.34 m w O
Z INV 37.57
DTOP37.99 INLETt • W wM - W- -w w ---- --° -- - EL - - -- - -W _ E W W j O
INV 33.80 -G \ CONG WALK f - ' CONC. WALK
TOP W.L. 35.22 ! I INLET E 4p-' 41- / ' - BENCH MARK
0 �\ TOP 37.88 9� ¢ 1 44.38 T9P H7D" 43 "' TOP HYD. /
/ INV 35.16 /3 r INLET 72• FLOOR EL 46.90 /
3o sn AuoRE INLET, -
EL 45.79
SDMH TOP 39.84 ASPHALT IS w•41 Y // WC
�3g STER INV 38.15 '!NV 37.59 SDMH TOP HYD. EXISTING I /`
TOP 37.78 PAD 6 - TOP 40.76 EL 44.49 3
INV 12'iN N 32.66 TOP HYD. a� z •41"
INV OUT 31.04 EL 42.20 41.67 / iNV 37.34 I o I ANNEX /
INV 12"IN S 32.96 I v I I CONG. WALK FLOOR SPHALT I /
BUILDING DUMPSIER /
INV IN 3i.17. / ci INLET I PAD SILT FENCE (TYP.) /
` STEPS / o TOP 43.44
` a/ a o INV 41.32 I I
r/ 3 EXISTING EXISTING EXISTING
ASPHALT GYMNASIUM AUDITORIUM CAFETERIA
m 42.85 I EXISTING DUMPSTER PAD /
SILT�FENCE TYP. I \OOR
TO BE DEMOLISHED /
/ coNc ( ) \ Jr DEMOLITION /
/ WALK INLET PROTECTION I I I \ f LIMITS t O
/ 43.10 CONC. WALK • SDMH DEVICE (TYP.) SEE
FLOOR TOP 42.58 SHEET C1.3 FOR DETAIL I I \ 24"cAK -�� - I •
TOP HYD. I N 04 INV 38.08 44.82 \\ " / �'--- 3
E EL. 44.4$ t M10 FLOOR I I I 4w
SSMH '\ r7 _ E CONC. WALK c I >�ISTING BUILDI DISTURBED NIca
TOP 41.65 / Z TO�BE DEMOLI ED AREA / M \
INV 35.58 / _ CONC. WALK c 6 TOPT 53 SEE ARCHITE RAL < M ao
3 ° INLET SI) INV IN 42 41 PLANS-F / N ■
SDMH CONC. TO 143.79 if 0 T 42 2 ETAILS
TSSMHOP 41.67 / ? TOP 41.67 I 2'AIAPtE SMALL 2'uAPLE t -- // O �{
INV 1 1.6 35.44 OAKS v OUT 42.68 t - `V
INV IN 36.09 \ INV OUT 35.32 GREGORY
INV OUT 35.96 INV IN 35.24 DRAIN r i 1 /
E E MAIN BUILDING 45.83 TOP 44.17 W'�K
FLOOR INV 43.27
N WILLISTON i-•- -- -= - ;. AR ' - - =- -, Cd
I SUB-STATION EXISTING WALKS
MAIN BUILDING TO BE DEMOLISHED I I l r I U
TM A
d ,
BU1t.ElAIG ti O
I W DEMOLITION 44 = ASPHALT ASPHALT
CONm C. WALK + wtDoo CONC. WALK LIMITS
tzaAKBENCH MAR YRTLE 10 COOR J L
TOP HYD. ~I FLAG, I I 1 aD aaK z
F a a$.zz UGH L - - - - � L - - - � L _ �
r o G'MAPLECn
0 4 TREE 5•MAPtE ENTRANCE NOT TO BE EXISTING BUILDING 24.t3'
POE
SIGN
3 e.,A,. MAPLE 3'MAPLE 6•MAPLE 5•MAPLE 5•iREEe° to'rREE t USED DURING CONSTRUCTION TO BE DEMOLISHED -
DURING PHASE I OR II UNLESS SEE ARCHITECTURAL 7LE .� USE EXISTING I I ■
ci 3'MAPLE 3 MAPLE M}R I" TEMPORARY CONSTRUCTION PLANS FOR DETAILS
SDMH Z U z 3'MAPLE' +•MAPLE y "�' ¢ 'iAG• MYRTLE ASPHALT AS I I
TOP 45.92 o '�` 3POLE
a PAD IS INSTALLED AS PE Y
INV 12"IN(N) 39.11 4'TREE SDMH 3 TEMPORARY --I- I Vr
¢ 4"aREE MYRTLE U 9 I DETAIL ON C1.3. a
!NV 12'iN 39.65 g 5o AK TOP 44.69 z '3 TOP HYD. 24 SYCAMORE CONSTRUCTION
p () 20',REE U 24 MAPLE Z 52'OAK I JO'OAK I ASPHALT I ■
INV OUT 39.01 z INV IN 39.80 o EL 84 U PAD. ,
INV IN 39.60 I o a
__ c:DMc. ai WALL _ caa WALL _ v INV OUT_39.54 __ 1124.24 _- � � � „t � � � � --
12.
CONC. WALK CONC. WALK N 05'37 W
G rr E E E - E E E E
G G G G 3:
55 -
- -SSMH
INLET
w HIV w w w w w w TOP 44,36 w w w w w w w H
I INV IN 39.98 NOV OUT342.48 W w
INV IN 43.10 � w - w w w -� w - Revisions
.92
CH MARKJ
INV OUT .98
� _ 05.20.99
�H•CARph ® ' 05.05.00
LEGEND 4oIESSioy99
G GENERAL NOTES: = SEAL ® _
1 .) INFORMATION USED TO SHOW LOCATION OF EXISTING UTILITIES PROVIDED BY Ql SEWER CLEAN OUT % 20149
ELECTRICAL SERVICE OTHER PARTIES. KIMLEY-HORN & ASSOC., INC. SHALL NOT BE RESPONSIBLE �'� �ryGINE�� O
FOR ACCURACY OF LOCATION AS IT IS APPROXIMATE AND SHOWN FOR REFERENCE ONLY. � FIRE HYDRANT
POWCARERNouTAGES IAND 800 419H6356 - E --0 - E - POWER POLE �y�'4.CyR;$�,,.0 ® -
BUSINESS OFFICE 191O 346 1413 2.) CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, AND MATERIAL OF ALL SS SANITARY SEWER
CORPORATE HEADQUARTERS 1 919 546 6111 EXISTING GAS, TELEPHONE, CABLE, WATER, SEWER AND OTHER UTILITIES IN THE AREA SD STORM SEWER
OF CONSTRUCTION PRIOR TO BEGINNING WORK. CONTRACTOR TO CONTACT NC ONE oWM WATER METER
TELEPHONE SERVICE CALL A MINIMUM OF 48 HOURS PRIOR TO THE START OF CONSTRUCTION. W-m-_W- WATER LINE VALVE FINAL DESIGN Pr0� } ' Date :
BELLSOUTH l POWER POLE/ LIGHT 018047003 05.05.00
REPAIR SERVICE CALL 611 3.) TOPOGRAPHIC DATA IS BASED ON DRAWING ENTITLED TOPOGRAPHIC SURVEY FOR SIGN NOT RELEASED
BUSINESS OFFICE 191O 780 2800 NEW HANOVER COUNTY BOARD OF EDUCATION" BY CENTURY/VONOLSEN AND Drawn by = Checked by
CABLE TV SERVICE DATED SEPTEMBER 4, 1994. G GAS LINE FOR CONSTRUCTION
UGE - UNDERGROUND ELECTRICAL LINE RPB JCF
TIME WARNER CABLE 4.) ALL WORK SHALL BE CONFINED TO RIGHT-OF-WAY, EASEMENT OR PERMIT LIMITS. Il CENTER STONE/MONUMENT ;
o BUSINESS OFFICE 1 910 763 4638
5.) CONTRACTOR SHALL COORDINATE ALL WORK WITH THE NEW HANOVER COUNTY SILT FENCE
SCHOOL SYSTEM. >>- GRASS LINED SWALE
CS
w aa� _ --_ EROSION
H 48 HOURS BEFORE DIGGING IN INLET PROTECTION D, CONTROL PLAN
NORTH CAROLINA '� PHASE II
CALL 1 -800-632-4949 TOTAL U f STUR5ED AREA
m NOCUTS UTILITY LOCATION SERVICE FHA5E ( I = 3.4'S ACRES o 20' 40' so. 160, 'A!
Sheet number
Q
0
0
SCALE: I' . 440'-0'
iri C122

1 2 3 4 5 6 7 8 9 CO
10
N N
■ U
SOIL EROSION AND w Z�
SEDIMENT CONTROL NOTES PERMANENT SEEDING 6 C!
STEEL POST STEEL POST 1.) EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO CONSTRUCTION IN SEEDING MIXTURE = E ..CM
CM
WIRE ACCORDANCE WITH THE REQUIREMENTS OF THE NORTH CAROLINA SEDIMENTATION SPECIES RATE (lb/acre)
FILTER FABRIC POLLUTION CONTROL ACT OF 1973, THE LOCAL JURISDICTIONAL AGENCY, THE 3
TOP FABRIC APPROVED EROSION CONTROL PERMIT, AND THESE PLANS AND SPECIFICATIONS. TALL FESCUE 80 o
A SEDIMENT LADEN
RUNOFF 9 i4 2.) SUFFICIENT EROSION CONTROL PRACTICES MUST BE INSTALLED AND MAINTAINED TO PENSACOLA BAHIAGRASS 50 LU w�a
RETAIN SEDIMENT WITHIN THE BOUNDARIES OF THE SITE. ALL DISTURBED AREAS SERICEA LESPEDEZA 30 t-- O tO
SHALL BE NONEROSIVE AND STABLE WITHIN THIRTY (30) WORKING DAYS OR 120 'S Lo
N
iv CALENDAR DAYS AFTER COMPLETION OF THE ACTIVITY, WHICHEVER IS SHORTER. KOBE LESPEDEZA 10 �o
`v SEEDING DATES = o o+ I
4' 3.) ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE INSPECTED WEEKLY BEST POSSIBLE - m w
FILTERED WATER (�
AND AFTER EVERY RUNOFF PRODUCING RAINFALL EVENT, BUT IN NO CASE LESS < 0
BURIED WIRE t THAN ONCE EVERY WEEK. NEEDED REPAIRS WILL BE MADE IMMEDIATELY. EARLY SPRING FEB. 15-MAR. 20 FEB. 15-APR. 30 1 0
FILTER FABRIC
4.) THE SEDIMENT TRAPS AND ROCK DAMS SHALL BE CLEANED OUT WHEN THE STORAGE FALL SEPT. 1-SEPT. 30 SEPT. 1-OCT. 31 Q
CATCH BASIN CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL SHALL BE CLEANED OR
REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY. SOIL AMENDMENTS
I. U.V. RESISTANT (BLACK) GEOTEXTILE OR EQUIV. FABRIC CUT FROM A ROLL TO AVOID JOINTS 5.) SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCING WHEN IT APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3,000-5,000 lb/acre
2. STAKES SHALL BE STEEL P05T OR EQUIV. METAL WITH A MINIMUM LENGTH OF 3 FEET. BECOMES 6-INCHES DEEP AT THE FENCE. THE FENCING WILL BE REPAIRED AS GROUND AGRICULTURAL LIMESTONE (USE THE LOWER RATE ON SANDY SOILS) AND 1,000
V
3. STAPLES SHALL BE HEAVY DUTY WIRE AT LEAST 1/2 INCH LONG. NECESSARY TO MAINTAIN SUFFICIENT BARRIER. lb/acre 10-10-10 FERTILIZER,
4. STAKES SHALL BE PLACED AROUND THE PERIMETER OF THE INLET A MAXIMUM OF 3 FEET APART t MULCH
SECURELY DRIVEN INTO THE GROUND (MINIMUM OF I FOOT.
5. A TRENCH SHALL BE EXCAVATED APPROX. 4' WIDE AND 4' DEEP AROUND THE OUTSIDE PERIMETER 6.) ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED �•
OF THE STAKES. ACCORDING TO THE PLANS AND SPECIFICATIONS TO MAINTAIN A VIGOROUS, DENSE APPLY 4,000 lb/acre GRAIN STRAW OR EQUIVALENT COVER OR ANOTHER SUITABLE MULCH. (o
VEGETATIVE COVER. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR ROVING OR BY CRIMPING WITH A Va)
B 6. THE TRENCH SHALL BE BACKFILLED AND THE SOIL COMPACTED OVER THE FABRIC. MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED ■e-0
7.) ALL DRAINAGE SWALES MUST BE GRASSED AND RIP-RAP MUST BE REPLACED AS PS A MULCH ANCHORING TOOL czIn CI
REQUIRED TO CONTROL EROSION. RIP-RAP WILL CONSIST OF 50 TO 125 POUND MAINTENANCE N V
STONES PLACED AT ALL HEADWALLS, AND WHERE NOTED ON CONTRUCTION Cl> W N
DRAWINGS. IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR, 0 : o n
CITY OF NILMINGTON STANDARD DETAIL SD 2-14 ACCORDING TO SOIL TESTS OR TOPDRESS WITH 500 lb/acre 10-10-10 FERTILIZER. MOW 3 vCU
8.) ADDITIONAL EROSION CONTROL MEASURES OR SILT BARRIERS TO BE PLACED AS coH C " o
SHOWN AND/OR DIRECTED BY THE PROJECT ENGINEER AND/OR LOCAL AS NEEDED WHEN SERICEA IS OMITTED FROM THE MIXTURE. RESEED, FERTILIZE, AND L (U Lu
JURISDICTIONAL INSPECTOR. MULCH DAMAGED AREAS IMMEDIATELY. C: y o 0�
INLET PROTECTION DEVICE `U
SEEDING NOTES j o 0
9.) WHEN ANY CONSTRUCTION BORDERS A DRAINAGE COURSE: ¢ L 0 Q+
NOT TO SCALE A. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ANY 1. FROM SEPT.1- MAR. 1, USE UNSCARIFIED SERICEA SEED. c 0 v `�
BUILDING OR OTHER EXCAVATION SPOIL DIRT, 2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO 30 lb/acre. I
J,
CONSTRUCTION TRASH OR DEBRIS, ETC., FROM THE C
DRAINAGE AREA SHOWN HEREON IN A EXPEDITIOUS 3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE co C 0 0 L X
MANNER AS CONSTRUCTION PROGRESSES. TO 40 lb/acre. pa
B. THE CONTRACTOR HEREBY AGREES TO STOP ALL WORK
AND RESTORE THESE AREAS IMMEDIATELY UPON NURSE PLANTS L CD_£
NOTIFICATION BY THE LOCAL JURISDICTIONAL 1AO %3
INSPECTOR AND/OR PROFESSIONAL ENGINEER. BETWEEN APR. 15 AND AUG. 15, ADD 10 lb/acre GERMAN MILLET OR 15 lb/acre iT
10.) FOR ALL CONSTRUCTION ALONG AND/OR ACROSS WATERWAYS, BANK PROTECTION SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG. 15, ADD 25 lb/acre RYE (GRAIN). ,
VARIES AS DIRECTED BY ENGINEER (10' MAX.) AND STABILIZATION SHALL BE REQUIRED AS PER LOCAL JURISDICTIONAL EROSION
CONTROL LAWS.
C TOP STRAND MIN. #10 GUAGE
STAY WIRES MIN. #12-I/2 GUAGE 11.) ALL TREE PROTECTION AND EROSION CONTROL MEASURES SHALL BE IN PLACE
PRIOR TO COMMENCING CONSTRUCTION AND SHALL BE MAINTAINED IN PROPER
WORKING ORDER UNTIL ALL DISTURBED AREAS ARE STABILIZED AND GROUND
COVER IS ESTABLISHED. CONSTRUCTION ENTRANCE PADS SHALL BE INSTALLED TEMPORARY SEEDING =
BY THE CONTRACTOR AT CONSTRUCTION ACCESS POINTS PRIOR TO LAND
LINE WIRES MIN. CONTRACTOR AT CONSTRUCTION ACCESS POINTS PRIOR TO LAND DISTURBANCE.
#112-1/2 GUAGE SEEDING MIXTURE
12.) THE CONTRACTOR SHALL KEEP A COPY OF THE APPROVED LAND DISTURBANCE SPECIES RATE (lb/acre)
PLAN ON SITE WHENEVER LAND DISTURBING ACTIVITY IS IN PROGRESS.
13.) CONSTRUCT SILT FENCE ALONG THE DOWNSTREAM SIDE OF ALL PROPOSED
\\\ \\ BOTTOM STRAND MIN, #10 GUAGE �i\ ice\ CUT AND FILL CONSTRUCTION. SUMMER GERMAN MILLET 40
14.) THE LOCATION OF SOME OF THE EROSION CONTROL DEVICES MAY HAVE TO -
\\ BE ALTERED FROM THAT SHOWN ON THE APPROVED PLANS IF DRAINAGE SEEDING DATES
PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED
DRAINAGE PATTERNS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH
EROSION CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS FALL AUGUST 15- DECEMBER 30
STAGES DURING CONSTRUCTION. ANY DIFFICULTY IN CONTROLLING EROSION
\\\ DURING ANY PHASE OF CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER SUMMER APRIL 15- AUGUST 15
IMMEDIATELY. O
D STEEL POST 15.) CONTRACTOR SHALL CLEAN OUT ALL CATCH BASINS WHEN SEDIMENT SOIL AMENDMENTS
ACCUMULATES TO A DEPTH OF 18 INCHES. O
_ + t FOLLOW SOIL TEST OR APPLY 2,000 lb/acre GROUND AGRICULTURAL LIMESTONE AND
�
FILTER FABRIC 1,000 lb/acre 10-10-10 FERTILIZER.
i. WIRE SHALL BE A MINIMUM OF 32 IN 16.) ALL EASEMENTS DISTURBED MUST BE DRESSED AND GRASSED TO CONTROL
WIDTH AND SHALL HAVE A MINIMUM OF 6 EROSION IN ACCORDANCE WITH EASEMENT PLATS PRIOR TO ACCEPTANCE.
MULCH
LINE WIRES W/12' STAY SPACING
17.) THE CONTRACTOR SHALL FURNISH AND MAINTAIN ALL NECESSARY BARRICADES APPLY 4,000 lb/acre STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING,
2. FILTER FABRIC SHALL BE A MINIMUM OF Q AROUND THE WORK AND SHALL PROVIDE PROTECTION AGAINST WATER DAMAGE
36' IN WIDTH AND SHALL BE FASTENED GROUND LINE n iv FILL SLOPE AND SOIL EROSION. OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
ADEQUATELY TO THE WIRE AS DIRECTED USED AS A MULCH ANCHORING TOOL.
BY THE ENGINEER _6 c' \\ 18.) ALL DISTURBED AREAS SHALL BE GRASSED AS SOON AS CONSTRUCTION PHASES
MIN. \� PERMIT AND ALL SLOPES SHALL BE STABILIZED AS SOON AS POSSIBLE. SLOPES
SHALL BE STABILIZED WITHIN 15 DAYS. OTHER DISTURBED AREAS SHALL BE MAINTENANCE
3. STEEL P05TS SFIALL BE V-0' IN HEIGHT STABILIZED WITHIN 30 DAYS OF LEASE OF ANY ACTIVITY ON THE SITE.
AND BE OF SELF FASTENER ANGLE \\\ \\i�\\ \ \\\� \\��\\ FALL- REPAIR AND FERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 lb/acre
STEEL TYPE \\�\\\\% 19.) A TEMPORARY DIVERSION STALE MAY 8E USED IN LIEU OF SILT FENCE WHERE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND
RUNOFF CAN BE DIRECTED TO A TEMPORARY SEDIMENT TRAP.
JUNE 15, OVERSEED WITH 50 lb/acre KOBE LESPEDEZA IN LATE FEBRUARY OR EARLY
20.) MAXIMUM GRADED SLOPE SHALL NOT EXCEED THREE (3) TO ONE (1). MARCH.
W \\/ \\\\ \\\/\\\i\\\�i i\\i\\/\
� �\\ \� SUMMER- REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE, AND W
\\\� 21.) IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM REQUIRED MAINTENANCE MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
ANCHOR FILTER FABRIC OF ALL EROSION AND SEDIMENT CONTROL DEVICES TO ENSURE THEIR FUNCTION O
SKIRT AS DIRECTED BY AT ALL TIMES.
\\\ % THE ENGINEER
\i i\\ ■
22.) CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES UNTIL
PERMANENT VEGETATION HAS BEEN ESTABLISHED. ■�
23.) EROSION CONTROL PERMIT SHALL BE REVISED IF THE DISTURBED LIMITS AREA c
IS EXCEEDED. CONSTRUCTION LIMITS SHALL NOT BE EXCEEDED WITHOUT THE \
CITY OF NILMINGTON STANDARD DETAIL SD 13-01 APPROVAL OF THE NEW HANOVER COUNTY SCHOOL SYSTEM. /
O aj
c
NOT TO AETAIL C SILT FENCE D O
LE
C U
0
4mJ - O
- z
F C sc
N
' Cz
j
Revisions
Al
G ® -
® -
® -
••N•.���SH Project f Date
�• OFES 018047003 05.05.00
a c SEAL Drawn by : Checked by :
20149
RPB JCF
IN
is
EROSION
H CONTROL
Q
DETAILS
N
FINAL DESIGN sheet number
NOT RELEASED
C103
FOR CONSTRUCTION

1 2 3 4 5 6 7 8 9 10 4
Q- N CV
INV luu LW.�eS i iNtE'f 1W IN 2 N� I i iNV uu1 .fl.u15 INV IN 26.76
{j 1 c = f Z INV IN 32 03 I Z
ZONED •R-3' -_ ``_' ! v i°eo`4 ZONED-•R-3• - - TBENCH.OP N,v. \ ��t ( I = Ir•�v�1.43 INv our 26.66 - i INv our 30.ss -- I �o yy
♦ FY TOP 34.28 TOP SS LINE 30.25 C
-- - EL 37.84 1 i o-- I C 0'
T1I ,.-^r•" ""//.•�` ( N, 1 I OJ 1 - /-yam £
--- -- /INLET --- _ TOP 34.48 ~- _
-- --- --- --- ---- -- ��,-�,,-- ^--- stxLM 3
TOP 35.13
84
113TK STREET i i o 4'- -- _ NVINV IN 3z,3 f \\�� INV OUT 26..98 � W W S
- - in
5 '37 €- --- - - _ - ____ '37' E -- ----t- 1 wMil1 mLETTOP 34.17 a5- , -1 1'-'
N 231.94' I ry
/` 462.24 ` INV DHT'3o.2o i �'
INLET OPH 34 // a F �`"' I 24'C®AP�•' / �`
TOP 29.86
RN 27.26 �r(Y IN
24.38
ASPHALT / r INLET
TOP 34.01
± �•' ,,/ F '" Pik / INV IN 28.18 I Q
I 1 `!~ •,/�^ I ; �`ge ® i I INV OUT 28.22 '
r'
- I . 37,22
I i m
ASP T j ( ��•\ ASPHALT '
I
1 ` 35.47
mmmmm NEW
i � m `__'•"__ r \-._____._.._..__--_.'/� \\ ` 1 35.85 •' TOP
INUEr35.07 1 1 1 ( V♦m I 1 h100R �1 - ,may-• IITOP 35. e 1 /�♦
\,00 ^" ' . .1 . . . . . . . �P 8N 33.r
•I j, FIELU x 52A X ffi.b
j T31.0 1 HOUSE r x3aN _. 1z6NED •OAT f i I! l ,1/1 i ZONED •R-3• i -V Ng
/ 1 A O
`n 1 � I ♦ ( 11 41
•R-3• .I f 5 { •• : : m ! INv 33.18 ��, ,� 11 Do
CO 7 O O C4
11 INLET //� 7 c ^ 1
TOP 34.81 I V♦ 1- C4 CV
i \ ) I INV OUT 29.31 U P,
ff L , 1 INV IN 29.30 I N 0 0) OS
30.0b j(9!{bl i
i I 55.I x 342 �" / I i ' 1 '/' I ¢ I L o 0
?; ! x SSA x 35.7 x x4 % 1 I I'! i .•'•'mLET I y I �a a t' r-
I �.. u l i-- ( 'Aa / "'•'r••�...- `` m 1 1-' INV P IN 33.19j4 1 I C Z�v
1 I INV OUT 32.79ID
,TC
f O X 35.5
SSMY, •? , I$'•e5f.. INIc _,I_.___ ! 1 I POSED G -- -�'` / I I O C d lL
co
i t} IX .51 99.7 J� !� • I 1 J 11 I
?OP 31.29 31 I �OP .32'.01 tf /
1 ' li OM O
INV ,N 28.35 ; ' • BE BD I A S�Ff'A TE P1OJECT) / I 1 I
INN 25.8^. I • i 1 I l �- fo�pp f
INV CUT ^8.03 BATTING f ♦ ( � I i "`� `1 j$ d'
3f:➢1` 1 I I NEW 18"INV. CAr ! ♦ 1 - �� \ /' ' p
II w r'4-OUT = 29.00 111 a /` ♦ ra m i '� /
- -_}'"" ♦ I I INtt,7 I \ I I T
INLET x 54,s x 354 / ♦ W.65 f , i
31.d9 • 4 CAGE X94.J / TOP 39S@4.4 X35.2 x354 / rNN RN Ate----------WARM.No 13ACK
31A4 7FV x .9x 39A 35.9 / IhN ,N 33,93 STOP INLET 1 1 I
I -INLET �' s / INti OUT 33.78 EXIST. 2" _
-_ ,tET _ TOP 35.34 \•/ �/ NE;N 6' CHAIN MK GAS LINE /"-
3U"SYCANO4F. I
_ ^ 7P 32.0 �.� I X f INV IN 32,17 ' r-LINK FENCE - STOP 35.5 l • _
N 29.84 ! 'a•3 IN/ OUT 32.i 54a ` /�
V UCNRE - I EXISTING FE GE TO BE ---�- a 1 TOP 30 30 I ' E_.
T 33A0.--- --1 /-RE REMOVED (5EE EICLMCN PLAN X54A / y35.1 XBSA -- 1 ° i
{- i "• 4 �__# b --'3�9_-___'-__V �• ■
pq
r-�iiSPi-iib - "- - b �•�_- ----- -------lF------ �^---- ' W -T� H. S LT '
...:.1 a �•.-5� I 9t -- "`�-------'------------------7 „ �t - _�.`.__.. -`---'- l ---•-+-.. 9 a .47 \'fir•-•�-- i -- -
__ ...-_-_ ._ _ I/f ep _. -�,•,.;�-_. ..-- .�•, '$-,, _- - - - - - - _- -ki,Yr_ _ -. -k A4- - ___ _ ,2 -f- - - - !! �--_- - - - - - _/ I I ; IrL . � j I T TOP N39.50 E
__T-----" 12
73 t _ \ - I I I I INV IN 30" 30.47
32 t2' ( � � I ui _" „^-•`- 1 i ' I ,-----___"_`__." �- -_-___ 1 !NV M 12' 35.56
INV OUT 30.41
1 - - °ter - _ -x'S7s9 = �• �- - -__- - -- --_ �- -- ` - _ _-----_
I 32 ' 9 x� Nord D �Q\ p� \ X37A �� _
�c-___._---_.-_._w.au_ _'_ _.-,.- .N. \ 1 - -. _{._ - - _--}_, - - - - - - - -. v _j
29.89 ( r _-/•_- = _ ' , ----'-- \ CONc�i \" NEW INLET
57A7 37.a � � I TOP 39.07 I ; "'� I ^+-i------•/ � I i .
-- -------------- --------- 1 J--------------
K _ - \ I ,�--------
)• I 37�'4 I INV OUT 33.97 I II
11 , !g! \ 3 I x esa -, x 3es
iL
32.AIp/ / x 35.t ^\.� i 5°•5 $r '."'- x
__- / ! w�: A4 -'^'. M f-�",� , `. xnwb � i I \ .� `
� i
Y8.20 I ' n '<' !{Z-. '.� r / 39.5 39.5 I "^•3 , ��'a•.._ _ t -
e m.os I L M ril
i4A
37.67 37 IGOAL 5'-O'HIGH T1AX.'NRY SLREE'NMN PA$YC7
,7ARJICWA ' L " n✓7(+�5� ARPAIR 3'-OA IIC4. X3L5 ..•„""°'•" I I ,/ y 54.` x3si Q •: 55A X95A A PAIR 3 GwIaE _ ,�, I .PROPOSED PANOVER `D I
X E' E65RIro L NK :ATE. 1 r -"�_
_ SEE ARCHI ZE -URAL PLANS ( '� 1 I I O
i + CO --T�° � _ �` - --' �- - 1- --- -� .�'`'� I i i /COUNTY 1 ti ItE FIELDS
- r-- _�..-.,.`I..t ,,.#_,-T- �;r'- 1 I I I I I
:I i-_.I 1 ib'' 1ARATE PROJ T ' l
d 7 d ®, I I (T,C�BE BID,�S I'°l F ) I I f
% �R-3� - 34� i , / 1�lT.K �� / GRASS if J oNc 53 PARKIN �." J I I I %/
l61 'I a xSOA X!Kl ll.. 1 X I /� I I I
' i ZONED •R-3•
K ,i
x Hsi X 34.0
X 95.7
IN.TII - Z 5T.1 c •, Al r,ECHAHi 1 SCftcENWAL✓, _.� !-T i I
V' I ,.1 9 `., ! i i WI}H E.;4UA Y vPACEU "EFS� EX IS VFiJ !LD 1 V k1..AL uw rs wITH I 1•"' I I \\\
r I $� I
A PAIR OF 3-O'W^+ X 5-^°HIG4 - .�I 1 Q
-INR' GATE1✓.- r O40.0 CBCT.'C BID
<� I .. 1 1� '
I i �\ •>rr �wr-„IrC�TUPAL PLn , r I Z Jfn/ I
xlSA T_ i I ` ,:• �j I SIT- - - - - - - - - I b i ( i j \
X
i i I 35A 5e2 L x al .
1 XI'A {p7• I •,15- - -_ _-.rt�.as- - - -X�esS_ °��",. aaya5 •4t- - - -Xsyat- -- -I- k
i \ xbas 37.7 x37.7 x37n 4 x35a
I
30.7 x s9A x 39A r'' I
�� Yl A4 I i I 39.5 39 L i X BRA
_ _ _ 1 I' I
I I n=.vNALr (9931 �('sgsy 1 - , :L�FRdLT-------- -------1\{ ••y----
I 1 - - - - - - xBRA 5 I (\ x � X�a x .t 1 --- \ I � If
5IM1N x&.0 �., �9.%. 'ZONED 'O ..;�` ' u I -� I II SDMH I
TOP 3Y79 1 �` _ i-_ _ __ __ l� <f•: �'J- , I I I fI I TOP N41,99
37. I I •�
IN) IN as.x# --"#'.. r e�Pw,Lt-- x 59.3e _ sa.79 J �i�.�iSi� �I I INV IN 37.5. I I
15'OAN x35.q 30.JI -- I -- 1 I �.- P ,Daa INV OUT 35.96 I
} SDMH MV 37.01 1 / 1
s5.a te"ax 1 i (:rt TOP ,osa INv is-IN 3711 l`t ' ( I 1 L - - - - - - - - - -- - i� ( 1Nt.ET
I NIE N 35.03 HC HC I TOP 42.07
.•, mt 5 _y 39.s 3 _2'QAXS co
9fi t9�lnv 3 lP1 9 .1':I I ! ` <'1 !- INV OUT 39.Z2 4 --
DA5 -- ------------- - -
sa u l
ok
%
+� + ~4, 39.9 �" +'faLE 20 Ica
+ �F""'__'^_^--•--"'�'__-- .r.-e-_.._ (_�y1
. ? TOP T, p 1 a' i' - -- ,5.nm, �....._--�__ 11TH.�'�RET ` 40
+w A � 8� v4i .P� n5 Nv��, L9. �� �. �_ 4 - 1� eLsa75 _
-- W-
:. - - N
571 _ X MAR CoN . w4X ♦ '� .�`-_ - M 5G X M
TOP 37AB i `.MNEf 1 •, _ 4 RLW 10'CON-CR-E -------- "„�•A3 �+. i, ,
i
IN 35t5 30`S7CAMORE *5p]5A4 10P 45A7 1 SEE
R, • A'P INP 35.15 ASpINLi BIV A5 Tt 40.75 .. ' NEW CNIOP/ IEET C3.1
N 3Z55 SFE 1ACH. PLML4 a OETIN.S l
`� INV 37J4 IL"IS FOR DETN15 I EXISTING BUILDING
31.04 115.p {{ M25 �(APLE u,� i
973M 1 i ; P MAPLE RElOG1FD DUNPSIEAS kLLET •Y I F.F.E. . ,4.38 1
11 O y. ,} NEN PAD TOP 43,44 I �pp /� CONPSIE1l5 TO I O ' �.../
E PONEEIr
NNLX A9P1W.T �Y 10 a IN 41.32 I I ! CONCRETE PM TO NEw 7 CONCRETE 4' WR L
I �. 4210 NEW 4ER9:E NNUNIWOON DUMPS" BE DDICUSIED.
BOX h LINE----__ PM AOHMI I
I A ' EXISTING BUILDIN '''� ♦----��'{, OIIIrE i I --- FpRP - O
F.F.E. = 4L67 I X•Ns ,�'��T"� 7
( - E EX15TING BUILDING BOX I �`�, -_,--,_�`P ❑ 5
• MAPS CONNUNICATION CONC. SNED ;
F • (¢' ASPIMay� F.F.E. = 4'1-85 I I ti a'
E ZONED •OELI• NEW `°"� °""" � C
AP 42.Si I • IETERNATE) I I . -
1 DDRe --- 1 ¢ �, TAX 0 NUMBER 3127-07_7751 I ,i I I Y�E w, pig ZONED •R-3• W wux TorK PRIU(35C90.08 SF) I .,.: �---- ---- ;----� MR DETAxs ❑ I 3 I 2 -_ O
Js4 ro0.a
x 42.58 MMP 42M ARr ^ NOR r COErA57E � ' TAx ro NUMBER: 31n-0e-u2w I�
. ,• MIALIE 5n+35D5 COUItlTARO I SID IIX SEE N -
31�1515 -----I ,
I.4441 1 ------- -
( : a
EX15TING BUILDIN +.: 1,-.•..w . ..,• I
b�""P 41.es ' F.F.E. 43.10 E (xu+c wNX ' ' - ' 'y, to l
r- W
VVC
vI 3585 caNc. PpEx sw '42.E4
rr
GRAPHIC SCALE �E --------- -------------
25 !NIET 2'MAPU 2'MAP��II£jj 74 TOP r. , ro" W T }Sd• ---I U -
y, 11 L Nov
50 0 25 50 100 N1350I t 1s1'Ea'87:5.44 onK�s „`; • m eE
OUT J0.v6 0 FRAME
35,22§ DRLN < . Ot11W- TWO-BTCRY 46 ID hIDME SI , z. t
E { comoesm, s { ' 86010 OF flRBT �,�, 6Q91(9P LILpID RLOLR
( IN FEET ) I $ to. AwemSwTE LDanOR W u.z7 AL ,-* ,:L
FUW
�� EX15TING BUILDING 'SCSN�70�L�A DITION _ E�'cs.S, *.' I Revisions
1 Inch = 50 Feet •R-3' F.F.E. = 45.83 j
I COMMWMARIf -r R aeTMu I
agile ARM PLANS
I SASED ON FIRMLY ARMOR .LML
PLAN 195Z NOT FIELD SISAILY } H
I t 4^cC 1 Eki3Mq r r aL 4 ei8. r µ i} ZONED •R-3•
DDND. MVIIX
Cy 55 55 35 95 ' • I s I,:r• :.!''• e _ f 30'OAK TM 10 NUMBER 3127-09-7180 ® _
OP M& PUO. RTik GIMGE / "N�i. 1 Z , , : ,._.r. 1 CC c� i
L 4021 I 530N �£ oStCN ♦TREE 8'MAPIE� ''. A ? •,,.'. ,-.:� N• i _
6'MAPLE
B'MAPIE S�MEEE t0'TREE
- - -
SITE TABULATION 522) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MYR E F� nAo � Eyx3{ �D tat°�"i ' f1i15
A ACREAGE 15.89 AC. YN YE46 t, 50'0AK 1MMe5MYRTLE •POLE wr mm7Alo
TOTALn am Nv"35Ao 4'REE .�
24 MAPLE - . .
JB 40 , 1 NV Off]58f 20'1REE K7' - '� ° 46'1
TAX ID NUMBER 3127-09-7781
CURRENT ZONING Offl
DONEPROPOSED ZONING OBI AIRUK gm SA mNc PAa; 54�0 -- ------------ -- --- ---�
EXISTING IMPERVIOUS 49.7% E E
I. -- -
Pro
PROPOSED IMPERVIOUS 30.7% a� I _ b _ _ _ 10TH. STREET _ _ _ _5d _ - - - _ M04 f ` 05.0 Date :
LANDSCAPED AREA REQUIRED 16% - - - - ^ - - - " - L-' - - - - - ` - - 018047003 05.05.00
FOR NEW PARKING LOT '"E`+L+S EXIST.GALI M 'ME `ate n*nn Drawn by ! Checked by °
15eDrASm 57 CIVIL
LANDSCAPED AREA PROVIDED I b% + x w w w w w w w M'" '495 w w x w w 0ONIVADw0R 7N co-01 mmm w ---• w w w 5'SAM ANN c7.1
_ D�3�a RPB JCF
FOR NEW PARKING LOT
- - - - WIND coww1D01E TD Plum AM nrj= PIDPwm tRao,clwN
o EXISTING PARKING 25 SPACES TOTAL
REQUIRED PARKING I SPACE/TEACHER AND STAFF - 17Ma�M AWN Romeo
ZONED •OF�I• "°'I�LA�m`"°5FM""".tea
PROPOSED PARKING 72 SPACES TOTAL I OVERALL
PROPOSED PARKING RATIO I SPACE/TEACHER AND STAFF
cc PERSON (72 TEACHERS) 1:1 +•`s. .....
u EXISTING PARKING 9 883 SF
�,• ESS!b, 9 ._ SITE PLAN
L H PROPOSED PARKING 27, 150 5F
EXISTING BUILDINGS 107,057 SF QQO H9
20149 = 48 HOURS BEFORE DIGGING IN
PROPOSED BUILDINGS 127 559 5F F NORTH CAROLINA
N EXISTING REGULATED TREE5/ACRE 38 TREES @ 2.39 TREES/ACR �% NINE C FINAL DESIGN Sheet number
i PROPOSED TREES/ACRE 207 NEW TREES = 15.4/ACRE ''••,�,cyRis Foy CALL 1 -800-632-4949 NOT RELEASED
EXISTING LOT COVERAGE 45.7% 316 187 SF 'foots NOCUTS UTILITY LOCATION SERVICE FOR CONSTRUCTION
Q PROPOSED LOT COVERAGE 23.0% 159 339 SF
m ALLOWABLE LOT COVERAGE 40% C201
0
i
Cri

1 2 3 4 5 6 7 8 9 10 a $N
• U�
L� Z N
O
.25- - - --X-35.26- - .,`x a6.s a- 3 .a� --- - �38.71-- � * I I I ;' � r! I I I I i I ' ~ 3
A
.7 X 37.q X 38.1 �y
. S
rO
1.3 X3q.0 .:� " i I - , I I - I I GRAPHIC SCALE �o"o
I , 3".5 �Q � �; +• : -,� ,i _ _ -,, is
t•.I I�(' I I �- - - = �f .I - - - - - - - - - - - - - - - - - 1"�- I � - - - - -"� W
- '- 30 0 15 30 60
� ATPNALT V
X 3q.3 q.5 �. X 4 .3 X .i
BONED "O X
_ i < '� ! SCD.1H I IN FEET a
q.7q / 1'r F: ( \ - %I �h II INV FIN� 3754 1 Inch = 30 Feet .Q m
SOME I u I / ; I I I (` II INV OUT 35.96 1 3 I I
o---I --8-----_- - a STOP 40.84 , {
1 k ! ! SDMH INV 37.01 I,. I.�, ...�-�� (T'T ,\ i " I I i LET
i Z I ■
- r IN
TOP 40.58 INV 181N 37.1 + I. n I I i TOP 42.07 1 0
INLt.T ENV 3n.8.. '.r.,^ ��- -O.{,H� HC / riC i I , I I I &.&`&_�.�-- '�U i'-2"OAKS I �-
:. z �� �,
roP ao.4hi
4 -� � ' I I I { _ `_-' 1 - !�I 1 0 - - - - - - - _ ------------ - - - - - _ _ - - - - - INV OUT 39.22
d 24 41. 3 X 41.68 - -_ CONC. WALK ------^CQMG_- --33 dA1C �4¢--__-__SD SD SD - 1 .j ` W 3 \ /� y ' ----- _ - ---
R �p LT _ 3
v = -- - --- - - -" - IL
�_ ----- ------ -- - ------q i 4-2" OAKS /�'�
r v ` - __ HI-VISIBILITY n
yj*b• cu - j . 1 '3 - CROSSWALK -- PRIVATE DRIVE PUBLIC _R/W - �3 _--' OO (11 N
_ ry0 ______- o C�2`__---- ..__33�� __ _ V g
- ' -- °- _____---Z• ��• �� PE{2 NCDOT _ \ - o:O (�l 00
{ } 1� I I �_ _ - R` ! -� ' 40 IN WIDTH ----- \ - O N g
' / ., \ •! INLET -____ 48-�" __-_ -BEIYCH-•YAIZLL• , �� '� O O N
r ? �� -: , , �� -- --- -- __ 11TH:- ART N
h TOP 24 i ^ , - �_____--- - o
INV pPL57 1*0 Dp Dp ---- `. J 4l.0 --- -_=-- c� ------ (n w c�°� a n
-------
lz
e� owNl __-41- - ` ----- W W - - - W ` - - -- ----- &AM --- --- ----- - - --------------- -- - - W W ~`
h� X 46.3q _ _ - -- ----------- -�� '-l`! --R 4.50'
SD 41.56 X L64 r- -�=_ < o a
a� I O 4 _ -43 -�'' - - - - - - - -- - - - - ---------- � 9E>�ilIABK: V v o
1 NLEi 1 AID
NLET NEW 10' CONCRETE -__ ��- , 2 r TOP HYD9. c_ == ti
TOP 39.84 TOP 40.41 . SIDEWALK SEE ----� `-- }
ti• SDMH " SHEET C5.1 f` E
� A INV 38.15 ASPHALt INV 59 �' NEW CANOPY :`a FdR DETAILS L O-
p' TOP 40.76 TOP HYD• SEE ARCH. PLANS O
1.28 APLE 42.03 X INV 37.34 EL 44.49 FOR DETAILS I EXISTING
ISTING=BUI DING • a
v 4h� 9.6 MAPLE RELOCATED DUMPSTERS I 44.38
v A 4 . I ON NEW PAD OP 43.44 I TO BE DEMOLISHED DUMPSTERS TO t STREET YARD
O'. BE RELOCATED. a PROJECT `
A� A ik " 41.87 INV 41.32 I I (ADD ALTERNATE) �- CONCRETE PAD TO . * LIMITS
rx ■
^' NEW 7' CONCRETE •
( , ( OMMUNICATION DUMPSTER BE DEMOLISHED. SIDEWALK SfE'-
TEPS P 42•� �'j NEW SERVICE BOX & LINE PAD SHEET CSJ�
y C DRIVE - - - - - - - - - - cn FOR DIALS ,
•�'I X 41.5
f MAPLE77 _1 Y COMMUNICATION
'" 3 EXISTING BUILDING Box �. I CONC. SHED -ANEl
--------PRLOINKK FENCE t wd r
ASPHALT e� o F.F.E. = 42.85
R A ' A`"0 fin. z �/ p I ( 4'x104'
NEW �IARD COURTS GRAVEL
s a y
MAAPL 42.56 8 ZONED O�I I (ADD ALTERNATE)
I ' `. ', ( I ' I NEW CHILLERS
'Y TAX ID NUMBER: 3127-09-7781 L J
42.bq N TOTAL PROJECT AREA=8.38AC y; - - - - - - - - - - - - FOR DETAILS SEE ARCH. LAMS 111 E-V
^'t X 42 55 SDMH (364.906.08 SF) ART I NEW 6' CONCRETE y y' 3 ZONED
TOP 42 58 TAX ID NUMBER: 3127-09-9220
LONC WALK, -- INV 38.0a COURTYARD I SHE
EWALK SEE
AILS x \.f N
x BUILDIN >
E o CONC. WALK CONC. WALK ' E.•• INLET
43.10 TOP 3.53 (!1
a
D SO SD INV 42.46
8" PVC INLET 6, , INV PUT 42.42 " JN
Y .. fib
INLET 2"MAPLE 2°MAPLE TOP 44.18 INLET a TO 6E DEMOLSHED -- -- -- -- ---
f µ c�F
b
!NV 42.74 cn
TOP 42.52 ?OP 43.79{/ I " a 3' • r"I�
D INV 41"OS INV IN 4 M REMAIN O
2. 6 SMALL _ colvc. IN a uT M 68 NEW WILLISTON
OAKS4.
"t-IllnW STEAM LINES ,a ; . MIDDLE SCHOOL k
„UE
CONCRETE ENCASED STEAM TWO-STORY 46,304 SF
EXISTING STEAM AND DRAIN ELECTRICAL LINES JUNCTION BOX
W 38010 SF FIRST FLOOR, 8294 5F SECOND FLOOR
CONDENSATE LINES INV 43.27 STEEL FRAME
APPROXIMATE LOCATION - :
C.O. �usH 2q'-0" HIGH
WITH GRADE FIFE 48.41 NEW 7' CONCRETE A +w
EXISTING BUILDING SIDEWACKTYP.)
SCHOOL ADDITION FOR DETALS
5.1
>, F.F .E. = 45.83 SEE ARCH. PLANS
APPROXIMATE LOCATION OF
EXISTING SANITARY SEWER FOR DETAILS' +
BASED ON BONEY ARCHITECTURAL � r
PLAN 1952. NOT FIELD SURVEY
i xY
1 CONIC. WALK s
4
2" C.I.
t J•
C.I. . .J 4" C.I. . . �� ��
r
EXISTING 6 .1 SEWE #
C
SS SS � --- SS SS SS `'
;.: : .... • , ,r... •.r. '• ZONED R 3
':•'' ' ! •:• ^� t TAX ID NUMBER 3127-09-7189
CON(. WALK :' . . .! .•: • ? *•�! ...r:� .� ! , OAK� 30" O
QQFLUSH WITH GRADE 31.5'(i (, ,
6"MAPLE a' a 5 R II ♦■1
4"TREE - *- "6
E
6"MAPLE SIGN
8"MAPLE �,�r� .` t .. z• ,., >', t 1< `..;SP3; .r r• "e
•
co
- 6_TREE 10"TRE�Ey��t CT X1 $ 9PAC YH x5 �189�55"f1
3 U 1� �.TYw y.r-A�.;, iy A ..cP -!T�'A'w+ntl'r :, ; . Y
MYRTLE >
FLAG Y T ' 2+a `. SP)mEES085"xT3�'
0o SDMH POLE 10' STREETYARD MYRTL 1 '� ENGER LOADING �{
U 50"OAK TOP 44.69 4"TREE MYRTLE y ONE. (240"x60' paf �V
3 INV IN 39.80 }J
v INV OUT 39.54 20"TREE 24"MAPLE N 4.5'R 52"OAK U ;•,
_ CONC.-.WALK OrJ 37 Inv
CO PAD
4 c E E E EAR A ; . E E E
ELECTRICAL RELOCATEDSS SS SS- O I ♦+
10TH. STREET � �
EXIST. ELECTRICAL POLE C.O.W. STD. DRIVEWAYINLET O
TOP 4.38 TO BE RELOCATED BY CP&L 5 AILVMMCE (SHE)ET C7.7 � z
INV IN .36 CONTRACTOR TO CO-ORDINATE. (STING B" WATER MAIN
F - W W W W INV OUT 39.92 W - W W W W W W W W W W
BENCH MARK: �� ' W
CIO
TOP HYD. -- -- -- -- -- -- -- -- - ■ �
EL 4729 CONTRACTOR TO REMOVE AND REPLACE
Q, 175LF OF SIDEWALK. AREAS TO REMOVED PRAMPPOS(EYD.) SEE HAIR u,
ZONED 11 O I R AND REPLACED TO BE VERIFIED IN THE FILED. DETAIL SHEET C7.1
LEGEND ■
CU
0 SEWER CLEAN OUT mc
•�
GENERAL NOTES: C. FIRE HYDRANT
I.) INFORMATION USED TO SHOW LOCATION OF EXISTING UTILITIES PROVIDED BY - E -O- E - POWER POLE 5
OTHER PARTIES. KIMLEY-HORN 4 A550c., INC. SHALL NOT BE RESPONSIBLE SOIL TYPE: LEON SS SANITARY SEWER
FOR ACCURACY OF LOCATION, AS IT IS APPROXIMATE AND SHOWN FOR REFERENCE ONLY. SD STORM SEWER
oygtM WATER METER
2.) CONTRACTOR SHALL VERIFY LOCATION, DEPTH 51ZE AND MATERIAL OF ALL -W-•D4-W- WATER LINE/ VALVE Revisions :
OF COING N TRUCTIONPRIOR TELEPHONE CABLE' O BEGINN NGTWORK. CONTRACTO 5ffWFR AND R TTo UTILITIES
CONTACT NC ONE AREA POWER POLE/ LIGHT -
CALL A MINIMUM OF 48 HOURS PRIOR TO THE START OF CONSTRUCTION. GAS LINE
UGE - UNDERGROUND ELECTRICAL LINE
G 3.) TOPOGRAPHIC DATA 15 BASED ON DRAWINGS ENTITLED: -
"TOPOGRAPHIC SURVEY FOR NEW HANOVER COUNTY BOARD OF EDUCATION 0 CENTER STONE/MONUMENT ® -
WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA" BY CENTURY / VON SITE TABULATION SILT FENCE ® _
OE5EN, DATED SEPTEMBER 41 19g4. - :►-- �- GRASS LINED SWALE -
'RECORD DRAWING GREGORY SCHOOL, NEW HANOVER COUNTY BOARD OF TOTAL ACREAGE 15,89 AC. �a�J`O11uJ, INLET PROTECTION ® -
EDUCATION, WILMINGTON, NORTH CAROLINA" BY W.K. DICKSON DATED, TAX ID NUMBER 3127-09-7781 r.•`�i�1N FARO "'•
APRIL 161 19gq. CURRENT ZONING 081 ,� -
��EESS%py9�'•. '" • NEW SANITARY SEWER SERVICE
"TOPOGRAPHIC SURVEY AND SITE MAP GREGORY SCHOOL, NEW HANOVER PROPOSED ZONING 041 4 9
COUNTY BOARD OF EDUCATION, WILMINGTON, NORTH CAROLINA", BY EXISTING IMPERVIOUS 49.7% SEAL = • • NEW WATER SERVICE
20149 Project f : Date
W.K. DICKSON DATED AUGUST 16 Ig9q. PROPOSED IMPERVIOUS 30.7% % .Ey r NEW ASPHALT 015047003 05.05.00
LANDSCAPED AREA REQUIRED 16% %�y'�IHNE Q '
4.) ALL WORK SHALL BE CONFINED TO RIGHT-OF-WAY, EASEMENT OR PERMIT LIMITS. FOR NEW PARKING LOT �'•,,CHgjg IF Drawn by : Checked by :
LANDSCAPED AREA PROVIDED 16% +
5.) CONTRACTOR SHALL COORDINATE ALL WORK WITH THE NEW 14ANOVER COUNTY SCHOOL FOR NEW PARKING LOT �� F ' LANDSCAPED AREA RPB JGF
EXISTING PARKING 25 SPACES TOTAL CURB RADIUS
SYSTEM AND THE CITY OF WILMINGTON.
REQUIRED PARKING I SPACE/TEACHER AND STAFF ALL CURB RADIUS ARE LABELED AS
PROPOSED PARKING 72 SPACES TOTAL BACK OF CURB UNLESS OTHERWISE NOTED.
SIGN LEGEND PROPOSED PARKING RATIO I SPACE/TEACHER AND STAFF
PERSON (72 TEACHERS) I:1 DEED REFERENCES WILLISTON
Q AO "DO NOT ENTER" SIGN
(R5-I), 30" x 30" EXISTING PARKING 9 883 SF MAP BOOK � PAGE � SCHOOL
PROPOSED PARKING 27150 SF MAP BOOK � PAGE 414
Y BO "RESERVED PARKING" HANDICAP SIGN EXISTING BUILDINGS 107,067 5F CURVE TABLE SITE PLAN
(R7-8), 12" x IS': PROPOSED BUILDINGS 127 55q 5F 48 HOURS BEFORE DIGGING IN MAP BOOK 2302 PAGE 12g
b, EXISTING REGULATED TREES/ACRE 38 TREES @ 2.39 TREES/ACRECurve Length Radius Delta Tangent Nord Diretti Chord
o (51GN LOCATION AND HEIGHT SHALL CONFORM WITH POLICY ON STREET AND EXISTING LOT
SCOVERAGE 45.7% E316 87ESF 15.4/ACRE C2 83.95 69Cl 27.38 I.00 69'42'23" 48.05 N8635�2"W 78.86 CALL
FINAL DESIGN
7
DRIVEWAY ACCESS TO NORTH CAROLINA HIGHWAYS, FIGURE 26A.) Sheet number
PROPOSED LOT COVERAGE 23.0% 159 339 SF : n n
GO "PASSENGER LOADING ZONE" HANDICAP SIGN ALLOWABLE LOT COVERAGE 40% C3 75.23 76.00 56'42 55 41.02 N86'S5 04 E 72.20 NOCUTS UTILITY LOCATION SERVICE NOT RELEASED
12" x IS': G4 109.44 54.00 116607'24" 86.63 557'12'50"W 91.65 FOR CONSTRUCTION C32�
THE SIGN SHALL COMPLY WITH 18.1.4 AND 15.2.2 OF THE NC BUILDING CODE.
iri

1 2 3 4 5 6 7 8 9 10 .Q o
35 _ - I a N�
If
GRAPHIC SCALE O 36.33 ` / i Ly,1 0,6
lip-
30 0 15 30 60 id W PROPOSED / I 1` { o c
74LF 24" CCP 1 EMERGENCY ❑ j _ ! I a' 0
TYPE "S" O 0.25% 1 SPILLWAY LIMP
( IN FEET ) ^ x '1�77"t•7 �7-�1't•-�->t7 M�'t7'�r'ifil'-fr71 x - __�,•+( -----x - - - - - �'„-L, f�- - - - - -J i E¢ E
A 1 Inch = 30 Feet 1 1 -________-- -- -'73 I I I TOP 37.47 F " I ---s c o
-_ _
I INV 32.82 \ ,/ t 1r C
STORM DRAINAGE INVERT CHART 1 -- -- - ___ - t- __c- _ _ _ _ { To 0
ROOF DRAINS COLLECTION SYSTEM I I __________ -
STRUCTURE RIM ELEV. T CURS INVERT IN INVERT OUT "Co" DENOTES CLEAN OUT 1 37 37 I I -ALT
1 DI-1 46.78 N/A ---- 44.05 CO NO, FIN. GRD• INV, EL PIPE LEN.f @EMABLSS 1 $ 3 35 xl 1 I� I ( <a
c0-1 46.70 45.50 56.50' O O.5X , 0 33.75 , 1 ''
20 DI-2 46.82 N/A 43.75 43.50 1 m m - - -I- - - - - - - - - - - i �� ,
CO-2 46.90 45.22 26.0' O 0.5X 75 36.5
30 DI-3 46.38 N/A 43.27 43.02 CO-3 48.30 45.09 37.5' O 0.5% i
1 ( INC 25.1 25.1 I / INLET
CO-4 48.30 44.90 8.0' O O.BX 1 / , r
® DI-4 45.85 N/A 42.75 42.40 I , TOP 39.07 I
CO-5 48.30 44.85 8.0' O 0.6X 1 } • I -- - - - - - - - - --- - - -- - 4NV- IAl--34.79 -��Z _L j-- - -- - - - - -- - +'- -- - - - - - - -� I �
50 DI-5 45.50 N/A 42.23 42.13 CO-6 48.30 44.80 72.5' O 0.5% 1 17Y3 5 • I j' INV OUT 33.97/1 I ( ! r
ODI-6 43.75 N/A 40.31 40.21 CO-7 48.00 46.00 47.0' O 1.0% POND BAFIFlE (1) F.ES #1
CO-8 48.00 45.53 48.0' O 1.0X 75.0 I H _ " INV 36.04 1
7D MH-1 42.00 N/A 38.51 38.41 CO-9 48.30 45.05 26.0' O 1.OX TOP g� 1
CO-10 48.30 44.79 3.0' O 1.OX STORMWATER , 1 ' I II I i / I I /J 0 '
B ® DI-7 44.50 N/A N/A 40.48 MANAGEMENT n 33.75 1 I / / I I I i I I ' '
CO-11 48.20 44.76 34.5' O 1,OX POND DETAILS 33.75 , / / ca
' 90 DI-8 47.45 N/A 40.03 39.93 c0-12 47.90 44.41 38.0' O 1.0% 10 " I I ' I I // { :�� N V N o
® DI-9 44.45 N/A 39.26 39.16 CO-13 47.50 40.87 21.0' O 2.OX I I I I 11'' ' coo o n
y CO-14 47.80 40.45 4.5' O 2.OX , L { ��_- / I I I ' �r'I \ �--- O o O iV
-----
O DI-10 44.00 N/A 38.87 38.43 c0-15 47.80 42.30 9.0' O 2.5% I--'I' I ( � `� �� I � N= I °
CO-16 47.80 42.08 31.0' O 2.SX 1 " - I { // I { / ''r``�---- ' { I L7 y ° cm, 1
12 MH-2 42.00 N/A 38 38.07 37.97 1 �y �j,('^j{ I pt� I o
CO-17 47.80 41.30 10.5' O 2.5% r I I PROPOSED N 1� Y Y, I� AN 0 �=
O POND-IN N/A N/A 36.04 N/A CO-18 47.80 41.04 28.5' O 2.5x I I j I I / I / I { -_,i I I Q o 0
POND-OUT N/A N/A N/A 33.75 L I I / j' 1 I ; I , Y
1 i COUNTY PRAC II IELDSM CD
CO-19 47.80 40.33 3.0' O 2.5X i ��-� -�-� �i-� �i c' �� I c Z�••
CO-20 48.30 46.30 48.5' O 2.0% , , / / c c 5i
O MH-3 36.33 N/A 33.57 31.09 CO-21 47.80 45.33 47.5' O 2.Ox ; . ° r I -J 1 I (TO /BE BID A -' I P R AITE P R 0 J E C T) j' 1 / rn t o
CO-22 48.30 44.38 37.5' O 2.OX I ♦ / / I / / c d tL
I J ONC 53 PARKING SPACES / I I ( / I I n'�
40
CO-23 48.30 43.63 7.0' O 2.0% r ; " 1 I I ' I I i i I I i i Le„ 0 E
CO-24 48.30 43.49 35.0' O 2.OX I I ♦ I I // I I I I �- I I / /
CO-25 48.30 42.79 38.5' O 1.0% 5 : .is I
00
cr
ZO
89LF 8 „
CCP TYPE S QeCo ♦ ��I
@ 0 . 7 5 i W ;> : b I • .-' 1
1 �jzM A �.. _ _ A l l ♦ , I I I I I
I ♦ I � m { I {
- -- -- - - -- -- - --- - -- t i - - - -- - - - - - --- - - -- - - = - - - - -
60LF 8 W i t I ;'-- - HALT I�- _ - I i
° ' °: ' ; I I
i- I - I 1 I i I SDMH ----
CCP TYPE „S „ d a , - - , _I ! ♦
o� a / L' ♦ I I TOP 41 .99 it `� I
@ 0 . 7 5/o ° a I I i ♦ ♦ I t�l I II INV OUT INV IN 3Y.54
35 96
/ d I I I ♦ - -
INLET
1 7.11 f. HC HC HC I ; I j I TOP 42.07 i o
R 0 U N D �. I - - - - - _ _ __-- ==_==------ _ - - - - - __ -
VICE ` -
- co WALK -_------------Lneuc-- --
1 W ----- LF 24 CCP E S `OAK i 0 O
- - - - - ---- U12 -^ --- -- 4-2" OAKS
7
44. 50 8 d Imo_ _ -r- ---- 1 h _<� 1 1i� " STREET =o N
` 1 \ ; �c0 00
_ 1 � � � � U
4. 5 7 9 d ' • S L P E •. . � . I -----49.•75---------- --- a TOP HYD. '- ----- __ _ - - _
EL
79
- -_ I °.e e e I I - 1 41.0 - ---- -------- ---------- -- -__ ------- --------
- ` ----- --- - ----
DO
w w w
1- _ ------ -- 9PFt-
_ U)
�^1 w �
x °.a d C* 45 e I_ - 1 --42-"COTJC. WALK • MIN. /' 43. r -- --
o _ n' a d- �44-
Ica
P U� I ° r - _ -_42 -� 4S - _ R - ,'
' r---- - - - - - - - - - - - - -'\ , 118ENCH MARK,
° ° II 45.39 .45.16 N►� fA _ 3 ~r' �\ 45 \ TOP HYD.
46.90
° . ` d e .d ° / ' sasY r I 6' INTERFERENCE � h 4s.es - �� ■
0- 1 r ' 39LF 8 r I MANHOLE WITH INLET
_ ��'' EXISTING BUILDING (SEE C8.2, UTILITY DETAILS r< g7
'' «' q p CCP TYPE "S" ...f 1/r' J f © l tJ �. O 0.75X =
ki f ' , 1 ;i:: r I I F.F.E. 44.38 SS
o X-!: : / / ; t-- -- ^�" '`,• , J I TO BE DEMOLISHED SS
r 1
•. (ADD ALTERNATE) cd
NEW SERVICE DRIVE 1 •. ^. I 182LF 24" RCP O 1.00% / as.a ° C
k \j a3.7s
5 1 _
•• , r „y- "� / ,/ �' i r r 1 ..• { I OMMUNICATION .ee 4sse i O
1 '' BOX & LINE- - --- - - - - r ■ si
SEE ENLARGED DETAIL LEFT n NEW 8 WOOD
EXISTING BUILDING ; , COMMUNICATION -- �,.' w c / PRIVACY FENCE
1 BOX f I CON . SHED -�. 'II` N O 1 SEE DETAIL A, U
,, 1 L
F.F.E. = 42.85 B91F a 4, T' - - EXISTING I '-- - „ '
LEGEND " " CCP TYPE "s { { -WATEB SERVICE I PROPOSED CHAIN
O 0.75X I { I •� 48.20 8.4
® SEWER CLEAN OUT NOTES: ZONED & 1 _ ' § I.___ � � LINK FENCE GRAVEL ;, 46 46.
.Q FIRE HYDRANT 1.) SEE SHEET C1 FOR GENERAL SiTE PROJECT TAX ID NUMBER: 3127- - 81 CCP TYPE 'S" I HARD COU TS I / / 1 I 0
- E --0-- E - POWER POLE AND SITE CONSTRUCTION NOTES. TOTAL PROJECT AREA=8.38AC O 0 75X / ''l' 45.2 s.,6 1 O
(364,906.08 SF) APPROXIMATE LOCATION OF OUN - 46 Z
F SS SANITARY SEWER 2.) SEE SHEETS C-7.1 THRU C-7a FOR SiTE CONDUIT CONTAINING UNDERaROUND \ _
RELATED DETAILS. ELECTRIC do 3
SD STORM SEWER /4 WATER S RACE ,,' \ •''., .zo ,. T }+00 C
0V�{yt WATER METER 3.) CONTRACTOR SHALL REFER TO ARCHITECTURAL i'' .. \ '' '
PLANS FOR DETAILS RELATED TO THE PROPOSED 4a. ;. ':. C4 r
-W-{>4-W- WATER LINE VALVE 4. w`
/ BUILDING. ALSO REFER TO THE ELECTRUIL PLANS � _ ' •:',..: ;. ., •, •' :: . . • ' .,, \ 47 � 'r 4s.es c / � CO (' ] O
POWER POLE/ LIGHT FOR TRANSFOkMER DETAILS AND TO PHOTOMETRICS 4 4 I �75 __48 , ■ tl/
PLAN FOR
-a- SIGN SITE LIGHTING. C. WALK r CONC. WAL 1:, ! • f r
G GAS LINE r 7r - - - - - - - 'y am 0. i
_ .� a4 17
PVC • r,i f: !. ' ' 'v / ' •C • v r• '' . / 1 ■
4.) CONTRACTOR SHALL REFER TO THE LANDSCAPE - IN Ef - .. c� sk :';v 6r 0�20-: . i, . : yq w r
UGE - UNDERGROUND ELECTRICAL LINE
AND IRRIGATION PLANS C-8.1 THRU C-8.3 4 70P 44.18 `/ �..✓� ;,, 1 " r r 'F ' ; ' ' / / 1
IN REQUIREMENTS. ' -FOR COMPLETE LANDSCAPING R 0 REMENTS. , '�`- INV 42.74
CENTER STONE/MONUMENT s `i 6" INV 42. 1 i -, ' . �y / % . `�` vi --
/ , fU f . M '.; ;:� TO R , 4 ,,` , i.;: , "i JUlYlill♦ '�QX'. ' n
SILT FENCE z 4s AF s 1 CONc. r / ' 3: 0.
- PVC O 1a04X 1 � NEW WILLISTON ae. 1
0 0 0
i I / I , 'I-:; 7 'ir / !; i ,.'S.. ��/ f ` 48.86 46.6 / 1
HANDRAIL NOTE: NO WETLANDS ARE LOCATED r 1 I 1j 1 w r /.'' �Y f- '. MIDDLE SCHOOL
-» »-
WITHIN THE PROJECT AREA. r f''' /
/ , .r :i TW0-STORY 46e304 SF afi ' 4 0
i--
GRASS LINED SWALE CONDENSATE
TELI AND 38010 SF hIRST FLOOR, 8294 SF SECOND FLOOR ' ;, Revisions
CONDENSATE LINES ' ) r^ / r � �
INLET PROTECTION ,p4ouem.eu"" APPROXIMATE LOCATION /;: ;STEEL FRAME / 4686 /' '
e.•`� SH CARD H .. 29'-0` HIGH' __ se 97 /
�d Off.•........,�/ E
-SS-SS-
NEW SANITARY SEWER SERVICE • ti . ' ;'' FFE
E OFESSjp %tif EXISTING BUILDING ;.;;
F qV= Nq F.F.E. = 45.83 i " U 'AND CONC SCHOOL ADDITION' �; ;/ %. 1 1 ® -
- W W NEW WATER SERVICE n IF
SEAL APPROXIMATE LOCATION OF , % CA1:;,i.1 ES ;�: r
G o EXISTING %' 1
LQCA W T}ti$ BOUNDI2Y'F / 4e.e 46. t
20149 SANITARY SEWER
IN : L 4�+5 ���
EE ARCH. PLANS 3
t 1 4QCAKTO 6 vE1ti 1N FIELD FOR DETAILS- ; .�' 48.36
� y BASED ON BONEY ARCHITECTURAL -
Y ", NEW ASPHALT f
S;ry PLAN 1952. N07 FIELD SURVEY i. %/ /, J ; J e.. ,
"`R"�3-" CP
3C' _x_.- - °'•.,�yR1S O. V�\`,CD " , ', ". '; ` ,% i `` ,, ;' ;'O 0.25 ( - Di
'lx\" �c k ?C LANDSCAPED AREA aeena \� 4" CJ. 2 C.L. _ ; i ;, O c -7 co-e c•-� co 10 !r © - PRO,I 4
1 gg/ EXISTING 8S'.I. SEWER SS S �1 a ,! �''' .' r, r; �i e, : •r.;co•-t CO-12 �i'. a . 7 ^�`` 1
DEED REFERENCESALK
W �: :.• ' ;�•... 03 •_d _ / 1 -
To
Designers Certification: \ USH WITH GRADE r ''' ''�F": •:' ,
:.r '• .:.• Pr � - Date
" MAP BOOK 1191 PAGE ZZ$
I hereby certify that this plan has been prepared in accordance with the latest S�N 1t
Wilmington Standards and Specifications for Stormwater Management and MAP BOOK 1861 PAGE / sue. �: -_.�� 48 a .a 1yp " 47 1 4 .2o r ` 018047003 07.19.00
Chapter 20 of the Code of Ordinances of the City of Wilmington." 1 / A 4 • 47. a LF 15 Rcp J / ,
P y 9 MAP BOOK 2302 PAGE I ,
O 0 25xCP i 4 . 4 •4 � 25X � I I r �� / Drawn b �ihCC1C9Cl b
Signature: J \ 45 4 . O / "^ I r 1 AJG Y JCF y
Printed Name and Title: J. Chris Ford. Project Manager r Ld \ PO ___ ,: . �� \ : , / /
Dote: Registration Number: 20149 FINAL DESIGN EXISTING LA ERGROUND `� 47 e ' �/ ` 1
NOT RELEASED 54 ��� SERVIELECE TO BIC &E ELD LOCATED o R/4- WATER3 -{ "Ag r
FOR CONSTRUCTION Oil, 4 `�`, o EL'�,SOHYDB4 __-, - --_% '° 47.9 { i
Owners evel er s Certification: 1124.24 _ ,-__ _ , - GRADING AND
I/We hereby certify that any clearing, grading, construction or development, or all - r -' - -- -- -- 48
v'. ..� 1 _, - .7.. .., , , r- ".f, 1 7:J , ,., r, _ r !" •..J ..r r' !.... . . ,. . ,� .. , _ r ' r' 47. 1' �, ,,..-, , r _ ,.� _ : ,.� ._ _ ,, r a .: : ., .., a
these will be done pursuant to this Ian and that the applicable L` C ib r , , NC. _ . ., .:', ,r" , ,.r;r. '.r'.r r , r r `i r'_r .,r, , .; , .;'k , r'H of P P PP cable Stormwater r x r".r• _r.,: a
DRAINAGE PLAN
Management conditions and requirements of the City of Wilmington, the State of -- "
North Carolina and the Federal Government and its agencies are hereby made part 48 HOURS BEFORE DIGGING IN - _ __ E ` -- {_ E
of this plan." NORTH CAROLINA G - `
SS
Signature: CALL 1 -800-632-4949 _ _ 10T_H. STREET ss ss - I Sheet number
Printed Name and Title: Eddie Anderson. Director of Facility Planning - - - � 71'T WTMWA i fi Yi �i �Tfi - -�.r�. -rs 1� ii r� >� �i try. r�i �T��■ o ��-
Date: NOCUTS UTILITY LOCATION SERVICE 1
- C401
t� '^ EXISTING 8"
92 W W W W W W W ' M� W W W WATER MAIN W

1 2 3 4 5 6 7 8 9 10 Q
N-
11\Y t.V•VV , Z�
INV �OU� 25.580 INLET ,
Z TOP 30.04 N v I -- ---
-lI Il- ZONED R-3 �, INV 27.84 rs �
-- -- -- -- - --
J Ex•-
Q t_
STORM DRAINAGE INVERT CHART --- ------ -- -- -- - _- ---% - -- - - -- E ---__ __ _ E - - - 3 •3
/4 STRUCTURE RIM ELEV. T� INVERT IN INVERT OUT _ i gCL
t DI-I 46.78 N/A ---- 44.05 N �1L- • / / -- -- - - W «g
- - �< ---SS--
Zo
2O DI-2 46.82 N/A 43.82 43.47 - w 50.02,
VERIFY CONNECTION
'``2c� a .�
voa
TO EXIsnNG 48' LINE _ N� \ �0, l� ,a, C=� w
3O DI-3 46.38 N/A 43.25 42.9035- ..
15 LF 24' HDPE O 1.00x - _
® DI-4 45.85 N/A 42.63 42.28 - - -- - --- - - --- - .- -- - - -- -- --- - - ------------_-- -�- -- ----- --- -- ------- ------- =�- -��=_ =------ -------- -- E_ _____ __ �__ .�=-� y w Q(L
5O DI-5 45.50 N/A 42.I2 42.02 45' I,TCP 3b RCP ------ -----2�l--___-- ---- __ S-05'37�E- _ - - - _- - - - ----- _ --- --- --- - _ _
- --- n ,t` -- -- -- -- -- -- -- -- -- -- -- `� _ - m
© DI-6 43.75 N/A 40.24 40.14 �`�
Ti I r O
za.45 266 LF 240 HDPE O 1.00X .25 246 LF 24" HDPE O 1.00% " SDMH j !0 3z.ta
7O MN-I 42.00 N/A 38.52 38.42 ( i � O INLET
� TOP�6.34 a .
© DI-7 44.50 N/A N/A 40.38 r ' - - - - -
as+oo/ - - - � -as+b'� - 30- - � 47+00 as+oo „-r''' TOP 29.S�+oo r�i1VV IN 25.48 � V
/ � INV 27.26
9O DI-8 47.45 N/A 39A6 3q.86 f / INV OUT 24.38
10 DI-q 44.45 N/A 39.23 3q.13
B O DI-10 44.00 N/A 38.86 38.42 211110-0
s O MN-2 42.00 N/A 38.Oq W 37.99 I !� '� � n
® POND-IN N/A N/A 37.04 N/A I - _-�,~ - - -'' Io V N g
®PONDcoo N
-OUT N/A N/A N/A 33.75 j I i _ _ _ (/� rn 0 o
® MN-3 36.33 N/A 33.58 31.0q I !i p r'�. / c ^ rn
® MN-4 32.10 N/A 27.78 27.68 i I^\ I I '' ''' t o 0
O MN-5 30.25 N/A 25.22 25.12 1 I I "'~ � < o rn rn
i
® MN-6 2q.45 N/A 22.46 22.36 c z
r' +
LU � a o c
' 1 I I-- / / ••�'� - /''/ li C'a li
® MH-6 201.00 N/A 22.21 N/A I I i m� f '
ro
�jt \ I (0 l� !W t r l
/ \ I - I I L I "
HELD
SE / r
HOU -_-,.ZONED
I i
ZONED R 3 -
I ! r
:n C
1 r /
IM I I j
M�/E`LL
NOTES: EXIST INLET
i. SEE SHEEP Ct FOR GENERAL SITE PROJECT SSUH -� t� ( .� TOP 32 01 * -C -*----� r " .''- /
D ) AND SITE CONSTRLX110N NOTES. I N P 2 6.61� tr �t I '' x IN •' / _
�, B,4T iNG o
2.) SEE SHEETS C-7.1 THRU C-7.2 FOR SITE _ � i U 77 i !NV OUT 287rL`5
RELATED DETAILS. I t / NE V '.8" Jf� J CAGE
3.) CONTRACTOR SHALL REFER TO ARCHITECTURAL ( rt tlt j r UL'T = �[�9.00
PLANS FOR DETAILS RELATED TO THE PROPOSED j/
r f BUILDING. ALSO REFER TO THE ELECTRIAL PLANS , �, I ' N
FOR TRANSFORMER DETAq.S AND To PHDTOMETRICS I r , �\ i3ATTING ( /
I N i_FT
PLAN FOR SITE LIGHnNG. j1 I ( / /- l+ ' CAGE ; / CP 35.8 oo
` iNV IN 33.93 / +
4.) CONTRACTOR SWILL REFER TO THE LANDSCAPE I' / I \+ �'' f INV CUi 33.7R / EXIST. 2" `*
AND IRRIGATION PLANS C-&1 THRU C-8.3 I I , / IiVL.E) r s / / �- G/,S L'IIJE
FOR COMPLETE LANDSCAPING REQUIREMENTS. INLET -� / rt 3o"SYr,AMORE / TOP 3a.._4 / j NEN G' CHAIN E3ACK
TOP 32.0 - C ( INV IN �2.17 ,r'r _ , - - '
INV 29.84 , / LINK FE Gt� _ _ _ STOP SEE ESSHEET C4.1
OUTLET STRUCTURE I (D
I f l , 1 . - 'L 41ST_f C, FENCE TO BE f / r ��r-
- - / / / - c -� - fC31 `T+FAa .TEES i - - / / ---- 70LF 24' HDPE O 0.257G ® EME
19 !NV, CUT = Xy PRO
33 0� ---All ,.. I l� i i t C / - REi 9€3 {-�_ 1741 -
1 C
O
V +�
GRAPHIC SCALE >
co
30 0 15 30 60 O C
( IN FEET ) O
1 Inch = 30 Feet
� � U
0 L
� _ O
F - Z
CIO
N
. � Co
E
Revisions
A -
LEGEND ® _
G 0 SEWER CLEAN OUT -
FIRE HYDRANT ® -
- E -0- E - POWER POLE ® _
SS SANITARY SEWER
Desis Certification: SD STORM SEWER ��e::es:e�h„ ® -
' hereby certify that this plan has been prepared in accordance with the latest oyyly{ WATER METER �•` jH CARp�''.,,
Wilmington Standards and Specifications for Stormwater Management and -WW- WATER LINE/ VALVE
Chapter 20 of the Code of Ordinances of the City of Wilmington. ( POWER POLE/ LIGHT {ate �9 Pr*d f : Date
Signature: SIGN I SEA9 018047003 05.05.00
1 20149
Printed Name and Title: J. Chris Ford, Project Manager G GAS LINE DEED REFERENCES s
Date: Registration Number: 20149 - UGE - UNDERGROUND ELECTRICAL LINE MAP BOOK Ilgi PAGE 778 %,� .�+,1NQpo�a Drawn by : CheCkedby :
Cl CENTER STONE/MONUMENT MAP BOOK 1861 PAGE '•ayR�S�F��`'�\Y' AJG JCF
o, Ouxler's/Devetocer's Certification:
SILT FENCE MAP BOOK 2302 PAGE 129 OL
"I/We hereby certify that any clearing, grading, construction or development, or all - - �►-- GRASS LINED SWALE
of these, will be done pursuant to this plan and that the applicable Starmwater INLET PROTECTION GRADING AND
Management conditions and requirements of the City of Wilmington, the State of 13
Cr
North Carolina and the Federal Government and its agencies are hereby made part se a NEW SANITARY SEWER SERVICE
H of this plan." 48 HOURS BEFORE DIGGING IN DRAINAGE PLAN
Signature: • • NEW WATER SERVICE FINAL DESIGN
NORTH CAROLINA
o Printed Name and Title: Eddie Anderson, Director of Facility Planning NOT RELEASED
Date: y. NEW ASPHALT CALL 1 -800-632-4949
NOCUTS UTILITY LOCATION SERVICE FOR CONSTRUCTION Sheet number
t Ix,} hex N,4y�7 LANDSCAPED AREA
C402

1 2 3 4 5 6 7 8 9 10 rn ""-
W ZN�
�T
.25- -- -- X 315.26- ae�54-C :4 - -- - - �e.�l -- - -x : I a9.
I �- I � SANITARY SEWER AND I I t v
STORM DRAIN EASEMENT I I A x 37.9 � I I W
C.I % RAPHIC SCALE 7
�o_ o
1.3 X 39.0 I I a I + I I I I I I NG SSMH = D- E
X 39.4 - i I I j I TOP 42.08 I I
. I, �! I -�� ! I EX INV 39.15 30 0 15 30 60 " W
`� 9.5 � ( �- - - - - - : t�ALT - - - - - - - - � - - - - - - - - - - - I I I �EW1N�IlN-39B8- - - - - - - - - - - - -
I 71
Ix .i j I a
x 39.3 - I .i i 1 IV I �x 4�.3 j _ -� I " 41 I I �, I ffM
SDt,9H AA) j ( � ) C m
ONED O&, I 1 TOP 41 ,99 C I i 1 Inch = 30 Feet =
I I INV IN 37.54 I I
9.79 I \ = SDM,i INV OUT 35.96
iF 40.84 S I III I I I I
I 71 INV 37.0? I • I i I I INLET Z
J/ TGP ao.5a I TOP 42.07 0
INV ?8"IN 37 i1� �• I .� ! J ,
INLET �I'. / !N•v` 36.83� �• . ! _4� h0 �'�.� "�C - - - - - - - - - - - - - - - - - -- -- -- - - - - I - - - �� s `2' - - - w
'T�`1-'-IjjI' I.. , I s
+ 3=?.5 q of TOF 4GCr •.;- --'� - -- - - _ems= i 1 qP -- -- -- --
1 +
pQ' 'NV 83
- a �/ 4I. 3 { ' L X 41. CON WALK CONC w•0
D SD 74" in- SID C 24" SD 1 ,'i W I 3 J
T �. DQ q \ \ ----- P 4-2" OAKS `�V "
,. e 4je _ to171
'- V - _+ •' , I q'+' bq�ry I Dq� �O' O N n��_--- / _., }•.- --..� N :{}•.-... +-- ( +b -I' �i I + BENCH HARK_ r i O O N
I TOP HYD. S.S. O SLOPE �/� I I
40.75 78 LF `SAD I.P. CL 5 a°g v±
( + yr
- i 1n e I a 45.79 11TH. STREET y ` o
hq .•;� 1b OG TOP �i 24 i b b 'v "r 4Lp (� o p rn rn
0. \. a• Q.• WV p�'L57 /� Dp tp I %P I �`;-- - -- -__--. - �.. .� W W ^^
- - -
D - W W W WM W Z7 -� < 0 0
p. q, -SD 4L56 X 1.64 K -- -- -- -- Z..
192 IF -8' D.I.P. CL 51
X 0 3 _ -- --. S.S. O 0.4OX SLOPE E04CH MAW, co o
i tp, An q\ !( 4 r - - - - - - -- - -- - - - 25, �` cdli
NLET 1 " hiLET •.t... x ^ a TOP 43.35 + EL 48.90 n -
< 0,TOP 39.84 TOP 40.41 ( I INV IN S 40.06 8 NEW SSMH T�� C
. .'•.
31 bq� INV 38.15 ASPHALT L INV 37.59 SCMH 's I
:' .• INV OUT 9.96 ka-e �� TOP 45.74 O
b\• TOP 40.76 TOP HYD, /N +.•
I'...": I EXISTING BUILDING INV. O 40.91
�1.20 x INV 37.34 EL 44.49 I \'_- INV. OUT 40.81
0 F.F.E. = 44.3868
q"b I.6 4`' 3 TO BE DEMOLISHED 8
b �b 410 I i (ADD ALTERNATE) ri LIMITS
41.57 � DUMPSTER W
EXISTING 6 :r. OMMUNICATION ologisms
PAD
TEPS "Gk 42.03 y TO BE DRAIN BOX & SINE- - - - - _- - - - EXISTING 8a SS LINE TO BE
C � � � � � � � y 7�s '`
X 41.5 DEMOLISHED
COMMUNICATION 20 LF DEMOLISHED AND REPLACED
WITH 97 LF 4 SCH. 40 PVC WffH ;•' PROPOSED SANITARY
EXISTING BUILDING BOX i CONC. WATER SERVICED DIP H SOLVENT-WELDED JOINTS AND 20 LF DIP ❑ 25' SEWER EASEMENT
3 CONNECTION. MATCH 1 O 2.08X TO PROPOSED MANHOLE
F.F.E. = 42.85 : IX. SIZE AND 1 ❑ ti
ASPHALT 1j 0 - 7 �I- MATERIALS
CUT EXISTING s I I GRAVEL
"4 0z • WATER LINE AND � I HARD COUT I NEW 2-e' SCH ,
ZONED O&I APPROXIMATE LOCATION $ ❑
l �A 42.56 c� OF UNDERGROUND ELECTRIC INSTALL NEW 1 I PVC CHWS & c _A
bry• TAX ID NUMBER: 3127-0-7781 & 3/4• WATER SERVICE 90 DEG BEND t... MIN BINiY 3' : . Z NED R 3
M 42.69 cv -- - - SEE PLUMBING
� (384,908. SF)8 3 I '! L - - - - - - - leftPLANS FOR 3 TAX ID NUMBER: 3127-09-9220
SDMhi 3 ❑
X 42.55 TOP 42.58 TERMINATION P01
d) fT1
+` 1.ONC:,WAS•.. _ INV' 38.08BUILDIN CV
as INS
go 10
E CONC. WALK CONC. WALK G,'. `•; ---
43.10
. . .
E
S SD
SD
PVC Y INLET - INV OUT 42.48 -- -- -- ---
• TOP 44.18 _i• ';.. a
_ INLET "a INV 42,74 }
TOP 42.52 $
D !NV 41.08 M A, TO REMAIN O
2. 6 z CONC. EXISTING B• SS LINE
O STEAM LINES AND TO BE DEMOLISHED 315 LF .40 SDR 35
J�EE S.S. O 0.40X S PE
r CONCRETE ENCASED STEAM SEE MECHANICAL ELECTRICAL
DRAIN - ELECTRICAL LINES - UNCTION BOX & PIPING OF PLANS FOR EXACT
EXISTING STEAM AND TOP 44.?7 �� CONNECTIONS.
& SEWER
CONDENSATE LINES
APPROXIMATE LOCATION N`J 43.27 -�I�1. �I 3• DIA. 90 DEG. BEND
C.O. FLUSH WATER VALVE BOX WITH BLOCKING
WITH GRADE EXISTING BUILDING GAS RELOCATED
TO wgTE-P NEW 3• DCVA
ry F.F.E. = 45.83 BE RELOCATED VALVE BOX TODBEA WATER
SEEKFLOW SHT. C5.2 VENTS NEW 3• PVC (SDR 21)
APPROXIMATE LOCATION OF GAS LINE AND FOR DETAILS WATER SERVICE
EXISTING SANITARY SEWER METER TO BE
BASED ON BONEY ARCHITECTURAL RELOCATED _-� DEMOLISHED 82'
1 PLAN 1952, NOT FIELD SURVEY CONNECT NEW SEWER GAS METER NEW 3• PVC (SDR21) EXISTING 8' S.S. LINE ABANDONED
TO EXISTING 8•C.I. PROVIDE 5 PSI MIN. 3' BUURY IN PLACE GROUT EACH END
^'.
CONC. WALK
2- G.I. .'.. . R-3
4 C.I. EXISTING 6"S ,I. SEWER SS SSC.I. , !' ZONED -
SS SS O y.: t: < r . TAX ID NUMBER 3127-09 7189
■�
LUSH WTTH GRADE
GONG. WALK
:.. 00 M0 Cd
SIGN NEW GAS LINE I r
.."..
3 VN6' `f� I ••'
z RETIRED GAS LINE �7 STORM D BOSSING ,
j DETAIL SH C8.2 B
z 0 FLAG R' '`:' ( O cd
U TDP POLE i. ,. NEW 3"
OP 44.69 c?
. 3 INV IN 39.80 METER •
o /^!NV CUT 39.54 VAULT
.�
TOP HYD. O
o I, d i ' EL 50
C I o a-sa - - _ - - - - - - - 7s _ _ - - - - - - - - - ` sssa -- -- -- -- --- C�{
CONC WALK 05037 W CONC. .PAD • x • r SEE SHEET C5.2 _ 1 to
s�� REDUCER AI E E U
E E E
G G SS-
RELOCATED '
\ - - - 10TH. STREET _ _ - ICu P°
- - t - W TO BE REM AND O
INLET EXIST. ELECTRICAL POLE REPLACED 177 LF
TO BE RELOCATED BY CP&L AND 20 LF X 8• SDR-35 NEW SSMH Z
- - ,` TOP 44.38 I."'.
INV iP: .36 CONTRACTOR TO CO-ORDINATE S.S. W 0.40X.aSLOPE W EXISTING 8" WATER MWAIN TOP- MATCH EXISTING
- W - W W W INV OUT .98 W W W W W W W ip. 20 LF DIP O 42. -
INV. OUT = 42.15 Cn
OPEN CUT -- 0
BENCH MARK:
TOP FIYD. CONTRACTOR TO REMOVE AND REPLACE EXISTING SSMH ♦A "��
EL, 47.29 175LF OF SIDEWALK. AREAS TO REMOVED NEW 8• x E
TOP 47.33 V,
ZONED •O&�' AND REPLIED To BE VERIFIED IN THE FILM. IX INV O 42. (NI) TAPPING SLEEVE
IX INV IN .10 AND VALVE N ■ C
NEW INV OUT 43.00 '
NEW SUMP ELEV 43.00
6CONTRACTOR SHALL PLUG c!t SE ER CLEAN OUT _
GROUT MANHOLE TO RAISE ,40. FIR HYDRANT
THE SUMP ELEV TO 43.00) - E -0- E - PO ER POLE
SOIL TYPE: LEON SS SANITARYMSSEWER
SD -- STORM SEWER
OWM WATER METER
-W-04-W- WATER LINE/ VALVE Revisions
X;t POWER POLE/ LIGHT
SIGN -
gprrou���� GAS LINE
,.•`'�RjH CARO��'••, - UGE - UNDERGROUND ELECTRICAL LINE ® -
a ........., /0.,
G �4e�ES�0;y9 ! •S I] CENTER STONE/MONUMENT ® -
NOTES: SEAL SILT FENCE ® _
1.) ALL PAVEMENT CUTS SHALL BE SAW CUT = 1 20149 -
ALONG A STRAIGHT EDGE. a - ■-- �- GRASS LINED SWALE _
NE a INLET PROTECTION
2.) MATCH EXISTING MATERIALS WITH ASPHALT 'cHR;S,�pQ� e .. NEW SANITARY SEWER SERVICE ® -
AND BASE REPLACEMENT WITH A MINIMUM
OF 6-1/2" OF ABC AND 2-1/2" OF 1-2.
tJ�w�u • • NEW WATER SERVICE
project f : Date
3.) WATER MAIN INSTALLATION SHALL COMPLY 018047003 05.05.00 -
WITH THE CITY OF WILMINGTON CROSS NEW ASPHALT
Drawn by : Checked by
CONNECTION CONTROL REQUIREMENTS.
4.) WATER AND SEWER SHALL EXTEND TO WITHIN FINAL DESIGN ` x LANDSCAPED AREA RPB JCF
5' OF THE BUILDING. NOT RELEASED
5.) PRIOR TO INSTALLATION OF UTILITIES IN THE FOR CONSTRUCTION UTILITY
DEED R£FEIZ£NCES
VINIGINITY OF THE SCHOOL FLASHER, THE MAP BOOK 1191 PAGE � PLAN
CONTRACTOR SHALL CONTACT THE CITY OF
N H WILMINGTON TRAFFIC ENGINEERING DEPT. MAP BOOK � PAGE 129
14
L. 48 HOURS BEFORE DIGGING IN MAP BOOK 2302 PAGE
NORTH CAROLINA Sheet number :
CALL 1 -800-632-4949
NOCUTS UTILITY LOCATION SERVICE
0
C51
m
0

1 2 3 4 5 6 7 8 9 10 a C4N
F-- 3 ti 3
A w
4•� N
`4 C4
— vo•o
6 E
W V W
Of WM
a 5-n
g �n mn oa n Q 0_
NY gg gn Q Ln
—
a n g
+ o +gZo **_� +��o +ei -
so
V
48
MENWATER'SERVICE CD
4
8 IN. AIR
B 42 0.4000 1c g �.
.� PM
40 O N C4
+u'N
38 � n
y N CO
EXISIMNO AIER CO,
Co 5
38 E 0 N N
DATUM d2A'7 RELOCA C 00 n
3100
rz
o rn rn
CZ� 'v
10+00 11+00 1244M1 13+00 14+00 15+00 18+00 17+00 C C O
C
U+O+ O X
L` C 0- U-
SANITARY SEWER
QD
C E
ylf NY NON nm r
Ind
"GIG
+ dW 2d°
+ + zo +l?o od_dd + R �_
D50 N
d�
GIN
O
48
90.3LF 0.2500 % 18 IN.
68.9LF 0.2
42 `000 1G
0.35001< 24 IN. _ ..
42
24 1N.
38
. .. . 38 LINE BEBE Kr
a34
C1 32
DATUM AZBV O
30.00
20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00
STORM SEWER ( TO DETENTI ❑ N POND ) O co
O
C U
p s
4wd = z°
F O=
O
INN � •�
42 -- N
HW NN (VV� MC
40 + -O f � HN _
C--
J �.
3
z _
3
32 Revisions :
30
28
1.0000
26 -
G24 >< A =
22
20
18
`i4NgtNiliiiyZ
18 � ��jA fiAR0��4ps
�T am ,r•' �FEssloy'.�9�,•, Project f : Date
018047.03 05.05,00
: SEAL
20149 - Drawn by : Checked by :
43+00 • �'�` E� RPB JCF
40+00 41+00 42+00 44+ao 4s+ao 46+00 47+00 46+ao 49+00 iy '..• 1 NE •�0�.
yR
STORM SEWER ( FROM DETENTI ❑ N POND )
rANITARY
TORM AND
3
N SEWER
w H
a 48 HOURS BEFORE DIGGING IN PROFILES
NORTH CAROLINA FINAL DESIGN sheet number :
CALL 1 -800-632-4949 NOT RELEASED
QC601
NOCUTS UTILITY LOCATION SERVICE FOR CONSTRUCTION
o

1 2 3 4 5 6 7 8 9 10 a
rn N-
_N
• V
LL.� Z N
c
Ea E
A w
�N ..
V 6,6
��lL
E
Q�
IN MDDLE OF BERM 10' LANDSCAPE ZONE POND AND OUTLET STRUCTURE DESIGNATION Q in
ALL ITHE WAY AROUND ELEVATIONS A B C D
SEE LANDSCAPING PLAN SHEETS THE POND
FOR PLANTING & SEEDING CONTRACTOR TO STRAP METAL HARDWARE TOP BERM EL. 40.00 X X X
DETAILS. CLOTH & SILT FENCE FABRIC AROUND ENTIRE Q50 EL 39.58 X X X V
RISER
EMOVESTRUCTURE
CLOTH& FFENCINGCFOOLLOWINGO 38.96 X X X
THE COMPACTED SELECT
NSTRUCTIN. Q10 EL
COMPLETION OF CONSTRUCTION. BACKFILL TO BE PLACED TOP OF STRUCTURE EL. 38.00 X X X
IN 6"-8" LAYERS AND 1" RUNOFF STORAGE EL 38.00 X X X
COMPACTED TO 957 STANDARD PERMANENT POOL EL 37.25 X X X CIS
B PROCTOR MAXIMUM DRY DENSITY. 0. ORIFICE EL 37.25 X X X �
METAL GRATE BOTTOM EL. POND 33.75 X X X
Y TOP OF BERM c "
Q50 WSEL Y TOP OF BERM TOP EL FORE BAY 37.25 X X X
\ \ \ \ \ \ \ \ \ \ \ \ nr.T
\ \\ \\ \\ \\ \\ \ y Q10 WSEL Y 10 WSEL //\\ \/ $�/\\ \ BOTTOM EL. FORE BAY 34.00 X X X C.� N g
\ INVERT EL OUT 33.75 X X X Q _c°pV n
Y TEMPORARY POOL 3 TEMPORARY POOL o o N
\\ \\C\/\\/\\/\\/\\/\\ \ /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ \ 3
CONCRETE STRUCTURE v n
/—TOP OF FOREBAY
3 PERMANENT POOL / Y PERMANENT POOL //\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\/i 0
%/%/% " MIN //\/ \ \//C/\//\/\//\//C/\//C/\//\//\//\//\'C//\//\ •� a ° °%°;
\ \\ WITH E ORIFICE VC PIPE 6:1 / //\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\�i /\\//\\//\ �{ Y Z 8
A 1.5" DIAMETER OPENING \ \\/\\/\\/\\/\\/\\/\\C\/\\/\\/\\\\\/\\/\\/\\/\\\\\ \\\\\ \\\\\ \\\\\\\\ \\��\\\/\\\\\/\\ \ / `V v 0 a ..
IN CENTER OF ENDCAP. \ \/\ \ \ \ \ \ \ \ \ \// //\//\//\//\// // // // // // // ///// ///% //\// //\//\//\\/\\/\\/\\/\\/\\/\\ r c
\\/\\/\\/\\/\\/\\/\\ \\/\\/\\/\\ ! S \\/\\/\\/\/\\/\\/\\/\\/\\\\\\\\/\\/\\/\\C\/\\/\\ \\/\\\\\ \\\\\ \\ \\ \\�\\\\\ \\\\�r\\/\\/\\/\\/\\/\ /\//\//\// r a �
\/ \ \ \ \ \ \ \ \ \ \ NOTE. // //\//\//\ \//\//\//\//\// // //\//\//\//\//\//\// //\// // // // // /j/ // / // %\//\//\//\//\/n\�\\/\\/\\/\\/\\ o E
\\/\\/\\/\\/\\/\\ CONTRACTOR TO STRAP METAL HARDWARE
/\ /\\/\\/\\/\\/\\/\\/ \/\/\/\/\/\ CLOTH & SILT FENCE FABRIC OVER /\//\//
/\ // // // // // // // / // // // // // //\//\ END OF ORIFlCE DURING CONSTRUCTIOP,. /\//\//\//\//\// /\//\//\//\//\//\//\//\//\//\//\//\/\//\//\//\//\//\//\//\//\/\/\/\//\//\//\//\//\//\//\//\//\.�\/\\ \\ \\ \\ EXTEND PIPE TO EXISTING O
C/\ \/C/C/\//\//\/\\1//\// /%\/ /%\ REMOVE
EETCL of FOLLOWING
OLLOCONSTRUCTION. \\ \ \\ \\ \\ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/�/\//\//\// STORMDRAIN MANHOLE
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ SEE SHEET C4.1
HP SLIDE GATE
\\/\\ \\/\\/\\/\\/\ SEE DETAIL 34.8 12 RCP ^^+
C BOTTOM OF FOR EBAY \C�C\C\C\C\C\C\.\\\C\. /\\/\\/\\/\\/\\/\\C BOTTOM OF POND 34.3
C\C/
_/,,/i,//
\ANTI , SEEP
\\ \\ \\ \\ \\ /\\j/\\j/\\j/\\j/
// /\/\/\/
� X� ,\ \X\
\\//\\//\\//\\//��/�\'
\r\\
4" 6.4"f 4" DETENTION POND DETAIL
NOT TO SCALE
D
4-#4 BARS CONT.
I #3 OPEN STIRRUPS O
0 22"o.c.
I 0
ID
I
• I •
i I
I SPZ13 STEEL SHEET PILE
COAT WITH COAL TAR EPDXY _ 2'-0' ♦ /�
TOP OF GRATE l■ !( 1
DRIVE TO A MINIMUM EMBEDMENT 3/4' CHAMFER ALL g TEMP. POOL WS El. 38.0 �/ ♦J
I
DEPTH OF 6 FEET GRATE EL EXPOSED EDGES (TYP.)
I
E GRATE
0.1
• P DRAW DO'AN r O
EYE BOLT ORIFICE 70 }0
2" CL • '• SEE INDEX 201 (� �Z PERM. POOL WS EL 37.3
POND BAFFLES SECTION �; c\d co
NOT TO SCALE / IC
.; #4 BARS m 12' CENTERS O
OR AS RECOMMENDED BY O 6. MANUFACTURER FOR PRECAST
r STRUCTURES C
cd
2" CL' P POURED INVERT TO O V
PREVENT STANDING WATERLl Li
m
" i•i.
00
P ••
OVERALL—�•{ • . . . �. 'P. v . .' ''.. . ,' •..• I
C S % 2.074 .r �
` P 49
RISING STEM - O Z
F SECTION
SHAFT COLLAR (8435K38) W HANDKHEEL z
(� O
ENCLOSED BEARING PADS TOF/FRAME N
C _ 5/8" ANCHOR (TYP.) 90• • coV+
R '» .
�3 8" /�{
ACME THREADED ROD • I •.' + s" .:v ;. : .. P( :, / Z ■ ca "
POSTON)SHOVM IN CLOSED
SPECIFICATIONS _-P' m (^
ANCHOR STUD -T i
TOP VALL THE SLIDE GATE ASSEMBLIES SHALL BE AS MANUFACTURED BY HALUDAY PRODUCTS, INC. SERIES GB • - • w ` .', ' 2"
T +/z'• OR AN APPROVED EQUAL THE SLIDE GATE SHALL HAVE A DUAL SLOT FRAME WHICH SHALL BE A ONE-PIECE P' a v
` TOP/GATE 1/4" THICK 6061-T6 ALUMINUM EXTRUSION WEIGHING 4 LBS. PER FOOT AND WITH A CONTINUOUS
/ EMBED OR MOUNTING FLANGE AS REQUIRED. THE ALUMINUM FRAME SHALL INCORPORATE / FRAME o N ,
HpGHTT I ALL I A. ONE-PIECE EXTRUDED POLYMER CHANNEL LINER. THE HANDWHEEL SHALL BE 16" DIA.
I I CAST ALUMINUM AND WORK IN CONJUNCTION WITH A BRASS LIFTING NUT AND 1 1/2" o m A STEEL FRAME DETAIL STEEL GRATE USF6615
TOP BRACE DIA. STAINLESS STEEL ACME ROD. ALL HARDWARE SHALL BE STAINLESS STEEL '� APPLY ASPHALT PAINT Revisions :
ANGLE THE OF"TNG NUT SHALL BE PROVIDED WITH A GREASE FITTING FOR EASE OF c o (ALL FOUR SIDES WELDED TOGETHER)
GATE HEIGHT .1 P' rn P APPLY ASPHALT PAINT
LUBRICATION. POLYMER BEARING PADS SHALL BE INCORPORATED ABOVE AND BELOW z z
THE BRASS NUT. THE GATE SHALL BE 1/4" THICK 6061-T6 ALUMUNIM AND REINFORCED INSIDE Box 2'-0" -
TMM TO DEFLECT NO MORE THAN 1/360th OF THE SPAN. THE SLIDE GATE SHALL HAVE A ® -
�Bo FLUSH BOTTOM CLOSURE AND BOTTOM SEAL THE HANDWHEEL, GATE, AND STEM SHALL ' • INSIDE EDGE OF FRAME
NOTES: ® -
4 BE REMOVABLE. UNIT SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIAL AND/OR
_= *_ r ' --. ® _ IS 2 5 Z�
�- WORKMANSHIP FOR A PERIOD OF 3 YEARS. . 1. ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 4000 P.S.I. ® 28 DAYS.
SECTION ✓..• " .. P
I.D. BOTTOM ANGLE �.�. . v ' a !' " �. �.: ; '.i 2. ALL STEEL TO HAVE A MINIMUM 2" CLEARANCE UNLESS OTHERWISE NOTED. © _
ELEVATION WELD AT ALL J 3. STEEL REINFORCEMENT SHALL MEET ASTM SPECIFICATIONS (A-615),
CORNERS (TIP.) PLAN DEFORMED BARS. ® _
4. ALL INLETS TO HAVE FIELD POURED INVERTS TO ELIMINATE STANDING WATER.
",3ppUlgbr�
p�1N.CAROI�>'� Project i Date :
�FESS%d;'%T'�'s 015047003 07.I q.00
SEAL Drawn by : Che&ed by :
SLIDE GATE
20149
GRATED FLOW CONTROL STRUCTURE e�y RPB JCF
NOT TO SCALE C
NOT TO SCALE t Y *Soo .�QO .
RIS F
Maur sit
STORMWATER
H MANAGEMENT
POND DETAILS
FINAL DESIGN Sheet number :
NOT RELEASED
FOR CONSTRUCTION
C70

1 2 3 4 5 6 7 8 9 10 a ��
z
W cr
CS
CPU:
_ c
GENERAL NOTES FOR WHEELCHAIR RAMP INSTALLATION K�
r- 3 u.•3
A► (CITY OF WILMINGTON STANDARD SD 0-01B) w 18
A. LOCATION OF WHEELCHAIR RAMPS �Ln
t- oI&
w
�lv,=
1. In accordance with the ratified House Bill 1926, all street curbs in North Carolina being constructed or = E
reconstructed for maintenance procedures, traffic operations, repairs, correction of utilities or altered -- 2'-0" i
for any reason after September 1, 1973 shall provide wheelchair ramps for the physically handicapped " 0'-1" 0'-.1 0 -1 1/2" R C� w
-1 -4.5 0'-4.5 a-
at all intersections where both curb and gutters and sidewalks are provided and at other major points tAL Qn
of pedestrian flow. 1„ R EXPANSION JOINT Q
cri
2. Wheelchair ramps shall be located as indicated in detail drawings, however existing light poles, fire hydrants Q
drop inlets, etc. may affect placement. Z_ 24" /A� AL A.
B. CONSTRUCTION NOTES 1 1/4" R TOP OF CURB
1. No slope shall exceed 1"=1" (12:1) on the ramp or sidewalk. 1 ' s •1.
2. In no case shall the width of the wheelchair ramp be less than 48" (4'-0"). Widths may exceed 48" if necessary. o I °• ' ' a l Acl
3. Use Class "A" concrete with the surface having a rough, nonskid type finish. - _ I •a ., f •`'f .+
4. 1/2" expansion joint will be required where the concrete wheelchair ramp joins any rigid pavement or structure. " --z1 d 1 a. �.4 ��. . y
5. Construction methods shall conform with those of the governing body which has jurisdiction of the particular street. ^ d a4' ' 1 ��
B C. ADDITIONAL NOTES co 1 4 `o L •.a' •. . ' •. i.' `'A ' ' ! ' t t
L
" a . ... .
1. The inside pedestrian crosswalk lines shall be established by bisecting the intersection radii where marked , �'. .. .. .;: e V. .r N g
(See note 6). L a • 1" SCORE TIP 10 N 4 n
2. The wheelchair ramp shall be located so that the beginning of the wheelchair ramp will be two feet from I GUTTER 111 in c c o
the inside pedestrian crosswalk line. _ - - - - Z I I I
3. The width of the pedestrian crosswalk shall be 10 feet unless a greater width is required to accommodate the .75" 1Acl o
pedestrian traffic. * •L Q 'c Q n
4. Stop bars shall be used where it is important to indicate the point behind which vehicles are required to stop WHERE CENTER MEDIAN CURB NOTE:
IS REQUIRED GUTTER SHALL WHEN CURB AND GUTTER IS TO END AT PROPERTY LINE, TAPER THE END OF THE CURB <r O
in compliance with a traffic signal, stop sign, or other legal requirements. SLOPE AWAY AS SHOWN TO THE GUTTER AS SHOWN ABOVE. l :lcl
5. Parking shall be eliminated a minimum of 20 feet back of a pedestrian crosswalk. �- cz °%
6. All pavement markings shall be in accordance with the latest edition of the Manual of Uniform Traffic Control .L_t 2 S
Devices, published by the Federal Highway Administration. This is available from the superintendent of documents, o 0 C
� o
US Printing Office, Washington, D.C. 20402. 0=CURB & GUTTER - END TAPER ` a
NOT TO SCALE 4" ` o
STANDARD CURB SECTION
C.O.W. STD. 7-01
NOT TO SCALE STANDARD SIDEWALK
C.O.W. STD. 8-15 QD
CNOT TO SCALE
A .E
PRIVATE DRIVE
SIDEWALK OR PIPE DIA
SIDEWALK AREA
SIDEWALK SECTION I VARlge�e
�0
� EXPANSION JOINT 1/2" � I PLAZA
JJJ'�-�JJJ.UJJ .✓�
PLAZA DRIVEWAY APRON ` I //� RIPRAP
2-1/2" ASPHALT \r
TYPE "1-2" 3• CURB RETURN
EXISTING PAVEMENT N.C.D.O.T. SPEC.
EXISTING PAVEMENT \�'� EXPANSION JOINT 1/2"
0'-6" �JQ� I tiTTG CURB TYPICAL CONC. v O
D �\\j\\j\ 6-1/2" COMPACTED ABC \\j\\%\� 1'-6" RIG / A 3� FLARED END ��
SECTION O
,_ " `\ 5' (1.5m) MIN. RESIDENTIAL 2'-0" T-0" CONCRETE '
/ -1'-0" 1 0 /\\\ PSI
EXPANSION JOINT 1/2" A 13' (4.0m) MIN. OTHER MIN ISOMETRIC VIEW
PLAN 1' 2'-s" 2'-s" 10:5"
EXPANSION JOINT 1/2" CHAMFER
BITUMINOUS A A
SURFACE
\�_� �_\\\ FINISH PLAZA GRADE COMPACTED
W
/ 1/2"0 STEEL RODS (#4 REBAR) BASE COURSE
1 4 PER 1'-0` A Lr7 �° W '-
\�zPIPE
m� �m�/\� VARIABLE 2'-0" MINIMUM LENGTH
/ \%�i 1'-6" 3'_0^ o -2 5'-0" ELEVATION
0-6" 1/4 PER 1'-0` do = PIPE DIA
EXPANSION JOINT Lo = APRON LENGTH
W = APRON WIDTH O
SECTION A-A d 3 X PIPE 0 MIN
I>l = APRON DEPTH PLAN
E 0
• BACKFlLL TO BE INSTALLED IN 6" LIFTS (MAXIMUM) AND
COMPACTED TO A MINIMUM DENSITY OF 95% AS DETERMINED 9` P RKING AREA co
BY THE MODIFIED A.A.S.H.T.O. STANDARD METHOD T-99 SEAL HOLES W/
12'-0" MIN ASPHALT CEMENT La
• CUT - BACK TO BE PREPARED AFTER TRENCH BACKFILLING 0'-6" 1'-6" VARIABLE 6" SLOPE 0 X FLOW
AND COMPACTION -2" BITUMINOUS _
0'-6. SURFACE co
' 6" CONCRETE I �I I (-� -L� C "C:
STANDARD SHOWING METHOD
MAKING PAVEMENT REPAIRS
WHERE PIPE INSTALLED SECTION B-B 1/2"0 STEEL RODS (#4 REBAR) COMPACTED O
2'-0` MINIMUM LENGTH BASE COURSE d V/
A-A NOTES: SECTION A-A ((d,
SEE APPROPRIATE SCHEDULE FOR DIMENSIONS Filter blanket v
STANDARD PAVEMENT REPAIR STANDARD DRIVEWAY ENTRANCE CONCRETE WHEEL STOP DETAIL
(C.O.W. SD 1-05) NOT TO SCALE 1. La is the length of the riprap apron. O I .,...
(C.O.W. SD 8-02)
L
2. d = 1 .5 times the maximum stone diameter but O
not less than 6" z
F 3. A filter blanket or filter fabric should be
installed between the riprap and soil foundation. O
F.E.S. PIPE DIA.1 La I W
#1 24" 10' 10, "E
1/2" EXPANSION JOINT 1/2" EXPANSION JOINT CLASS B STONE3: n
NOTE:
SIDEWALK 1" MINIMUM-, 1. REFLECTIVE BLUE BACKGROUND WHITE
-�- PERMIT PARKING ONLY LETTERING AND SYMBOL LETTERING RIP-RAP OUTLET PAD DETAIL
4'-0" 4'-0" 4'-0" MINIMUM 1` HEIGHT
TOW-AWAY ZONE 2. SIGN TO BE MOUNTED ON 2" METAL NOT TO SCALE
VAR SCORE POST Revisions
12:1 MAX VAR VAR 3. ONE SIGN PER HANDICAPPED SPACE
SLOPE GRASS STRIP 1S" 4. VAN ACCESSIBLE SIGN TO BE MOUNTED A -
BACK _
OF CURB BELOW STANDARD HC SIGN WHERE
SPECIFIED ON PLANS. COLORING AND
DEPRESSEDLETTERING TO MATCH HC SIGN
URR
G FACE OF CURB MAXIMUM FINE s500
VERTICAL BREAK SLOPE NOT TO �.
SEE NOTE 2 '-0" 10'-0"IN CURB EXCEED 12MIN :1 ��y.4$O�tH / s
PED-X-ING
1 HANDICAP = SEAL
PLAN VIEW WHEELCHAIR RAMP SIGN 20149 -
SIDEWALK 1/4" PER 1' STANDARD 2' CURB & GUTTER
0'-4" O'-2^ 1 1/4" R VAN-ACCESSIBLE Q"
yC VlNEM- O a'
y FO Project # : Date :
/ 0'-6" 018047003 05.05.00
1 2" EXPANSION JOINT � RIS
6 FEEr � 1�
SECTION A-A 0-6 1 -6 ACCESSIBLE 9" MINIMUM GSLOPE PER
RADES ON \ Drawn by : Checked by :
4-0- 4'-0- 4-0 TOP OF CURB SHEET C4 1/4' PER FT. RPB JCF
BACK OF SIDEWALK VAR SLOPS NOT TO EXCEED 12:1
12" �- 6"
:;: :. .,;.. T
12:1 GUTTER UNE FINISH GRADE CONCRETE i
DEPRESSED CURB SDEWAUK
UMITS OF WHEELCHAIR RAMP GENERAL
SECTION a-$ FINAL DESIGN
cliH DETAILS
STANDARD WHEELCHAIR RAMP TYPICAL SECTION AT HANDICAP PARKING NOT RELEASED
C.O.W. STD. 8-10
STANDARD HANDICAPPED SIGN Nor To SCALE FOR CONSTRUCTION
NOT TO SCALENO T TO SCTEE-
Sh"t number
0
i
m
0
v
0
mC8
0
i

1 2 3 4 5 6 7 8 9 10
u
W z ctDy
8' 2' 8" 6
C = C C
y N CONTINUOUS Q E
SUP RESISTANT CLEATS X'
t'— 3�•3
ETE COPING O
2-1" LLi DEWEY BROS. NO. CH-BN-3A �
V-0" o�
o A o OUTLET PIPE A 8» 2'-0" MIN. 8. 12• "'• 0.875" 1.5" = UO_'o
I , --A ELEVATION
< T.I 3/4" CEMENT MANUFACTURED BY: q 3.812' uJ
PLASTER TYP. 13 OR N REBAR M. A. INDUSTRIES
=TUL
ALL SIDES P.O. BOX 105546 v Q 0_
> LSTEPS
ATLANTA, GA 3OW-5546
(aD+) 467-ns1 SECTION "A-A" _
o Q m
N
CORROSION RESISTANT MATERIAL A 5 I MINIMUM AVERAGE WEIGHT T.C. PLUG
a (RUBBER,PLASTIC) FRAME 145 LBS.
GRATE 145 LBS.
=0= = 5.25" 1'-1 1/2" 5.25"
:.:a.:: INLET OUTLET
A tn B e" 0'
SIDE s" C
4• PIPE PIPET ELEVATION "' H
PLAN ',t .i: ... .:. ...:..: PLAN 0,_6"
�.... SECTION A-A
NOTES: r..,. . . .
1.) FRAME AND GRATE TO BE STANDARD CITY m N •A w
OF WILMINGTON CAST IRON FRAME AND GRATE o I c
- B SECTION "A-A" - m DEWEY BROS. CH-BTU-3A
STANDARD SLIP RESISTANT STANDARD PRECAST MANHOLE DROP PRECAST MANHOLE -111110011
c
2.) APPROVED EQUAL PRE-CAST CATCH 3.75" N M
a 0-4' u
BASINS WILL BE ACCEPTED IN LIEU OF MANHOLE STEP
BRICK CATCH BASINS. (C ) A A.I I TAP MAISIHOUE C> ,�,N
(C.O.W. SD 14-10 w I 21-00-BREAK T A NT OUT MINIMUM AMOUNT OF MANHOLE WALL TO ALLOW fn C O NO
STANDARD GRILL CATCH BASIN —� ' o NEW PIPE TO ENTER. r♦ O N N
.- 3-CONCRETE TO BE BROKEN FROM INSIDE OF MANHOLE. IF I I
o ._6• POSSIBLE ai `0 0 rn
(C.O.W. SD 2-02) - N 4-PLACE COLLAR AROUND NEW PIPE COLLAR TO BE BUILT CJ ^ n
vj RESTING UNDISTURBED SOIL C _
0.5" ad 5-REPAIR CONCRETE WITH NON-SHRINK CEMENT. t 00
B-SEE SO 14-11 FOR PRE-CAST MANHOLE DETAIL a 0 0) .-
B 7-THE ENTIRE DROP CONNECTION SHALL BE ENCASED IN CONCRETE. C v�
8.25" r-4 1/e• 6.25• SECTION B—B A Y o
INSULATED FIBERGLASS ENCLOSURE c c c
BY "HOT BOX' OR APPROVED EQUAL w O z
2'-B 5/B" STANDARD TAPPING
n Cdti
NOTES: DETAIL - PRECAST p
OE
THREADED END CAP CONCRETE COLLAR 1.) THE BACKFLOW PREVENTER SHALL BE THE 3" DCVA BACKFLOW PREVENTER PLAN VIEW
DOUBLE CHECK VALVE TYPE, IN ACCORDANCE MANHOLE _
WITH AWWA C510 DESIGNED FOR 150 PSI (C.O.W. SD 3-08)
\\ \\ \\\ WORKING PRESSURE COMPLETE WITH 3" DI, CL.51 (TYPICAL)
ISOLATION VALVES. THE UNIT SHALL MEET MEET THE 3"-90' FLANGED BEND
RISER- T / APPROVAL OF THE U.S.C. CROSS CONNECTION (TYPICAL)
_
// // // _ CONTROL LAB, AWWA, AND ASSE AS
\\ \� \\ \\�\ MANUFACTURED BY WATTS, HERSEY, NEPTUNE, GRILL BASIN CASTINGS
' MINIMUM CLEARANCE TYP.
BADGER, TORE FEBCO, OR APPROVED EQUAL. ^ z
24
3 PIPE STANDS (C.O.W. SD 14-04) �E
DRAIN PIPE 2.) MAXIMUM PRESSURE LOSS SHALL BE 5 PSIG
THROUGH THE MIDDLE THIRD OF FLOW RANGE. 4" THICK CONCRETE
SLAB WITH WWF
SANITARY ELBOW ky,��✓
3" -90' MJ BEND (TYPICAL)
MARKED:
SANITARY SEWER
STORM DRAIN
AS REQUIRED
STANDARD CLEANOUT BACKFLOW PREVENTER
- NOT TO SCALE NOT TO SCALE STD. MANHOLE COVER,
SEE SO 14-01 Si�
Q TOP OF COVER
O
o MANHOLE STEPS Y
SENSUS CM-970-RI METER WITH TOUCHREAD, I
D OR APPROVED EQUAL. IZ N AS SPECIFIED 1/2"
K ° Oa BOTTOM OF COVER
RAM-NEK JOINT MAIL
CITY OF WILMINGTON OR APPROVED EQUAL
z METER STANDARD GRILL CASTING. e (TYPICAL) PRECAST MANHOLE SECTION, PLAN NOTE: Mc
A.S.T.M. C 478 RING & COVER CONTACT
� � SURFACES SHALL BE
® _ FLOW ti MNSURIEEEVEN BEARING
0
{ N
DI (CL.51) GATE VALVES ' Of COVER ON RING
MATCH SIZE OF WATERMAIN 5" MIN. AS SPECIFIED
r - - - - - - - - - - -. ..- -- - - - I
I n 0'-6" 2'-1 1/4" °v1
6'-O" MIN * I w MIN. V-11 3/4"
> o'-s" 4 MONOLITHIC CONCRETE BASE. 1 -11 1 (2" �iI
{ MINIMUM WEIGHTS:
MIN. ": 3000 PSI CONCRETE
n RING 190 LBS.
PLAN I I ..<. .' + .'.:'. 6" MIN. 2.75" 0.5"
BILCO TYPE "J" H-20 VAULT DOOR I I COVER 120 LBS. O OR APPROVED EQUAL A I I A 12" MIN' I I 1,t0 1l4" c5
PRECAST CONCRETE BROUGHT TO GRADE BY CONTRACTOR ---- ---- CRUSHED STONE I��„ �- /
E METER VAULT TO EXTEND BEYOND VALVES. {6" 8" 6'-0" 8" 6"{ 2-91/4" M
DEWEY BROS. NO. MH-RCR-2001
NOTE: co
METER BLOCKING CARRIER PIPE { I EXTENDED BASE MAY NOT BE REQUIRED SECTION "A—A"
T INV. = L
I I WHERE MANHOLES ARE GREATER THAN . — '
.T FLOW EFFLUENTINFLUENT I I 4 FEET INSIDE DIAMETER O
- - - LINE LINE I I cd
L #57 STONE INV. OUT= 40.08 INV. IN= 40.18 I I STANDARD MANHOLE RING AND COVER
.r *DIMENSIONS AS REQUIRED I I PRECAST MANHOLE //����
FOR PROPER INSTALLATION INV. = 39.33 SHAPED INVERT L - -- - - - - - _ J (C.O.W. s0 ,a-ot) V�
TYPICAL SECTION (C.o.W. SD 14-11)
cd
, .:•,. :..,Ar� �.?•�.: i.• •: , .., . . . • CARRIER PIPE THRU M.H.
TO BE CENTERED, 4 CL.51 DIP
SECTION "A—A" U
-
1.) METER FACE TO BE INSTALLED O I
MAX. 2' BELOW FINISH GRADE.
2.) METER AS PURCHASED FROM O
THE CITY OF WILMINGTON, INTERFERENCE STORM DRAIN MANHOLE z
F 3.) METER SIZE TO MATCH SIZE OF MAIN.
CITY OF WILMINGTON SD 2-05 � C
NOT TO SCALE O
METER VAULT (n .6.0
NOT TO SCALE
EXISTING GROUND
COMPACTED BACKFILL TO MORTAR COLLAR "q
95% MODIFIED PROCTOR
IF UNDER PAVEMENT IN
'L
VARIES PVMT. PVMT. VARIES 4 am 3ro
ARIE 5HLDR. 5HLDR VARIES
A c B ��
a d
COMPACTED BACKFILL TO O i I Revisions
90% MODIFIED PROCTOR
�C e' DIA. 6' SLOPE WALLS TO ANGLE OF 6
_G I I _ I I II I II I I I III I I REPOSE OF SOIL OR AS
PROVED BY THE ENGINE ER
aAa ® -
0
/ TH © _
CONCRETE BLOCKING RUST COLLAR
W NEW LmE� � COMPACTED PIPE EMBEDMENT
W TO 90% MODIFIED PROCTOR 0'-6 V-6" ® -
_ Z Q 3/4. 11NEADED RWS C
U O O O (BITUMASTK:COATED) 1Y
6'-4' V-6"
Z Z / 43•900 ..;,:.: 4W BQA PIPE SIZE VARIES COMPACTED GRANULAR MATERIAL PLAN Pr # ' Date :
END SECTION (TYP.) IF REWIRED BY THE 018047003 05.05.00
� ENCASEMENT PIPE N CARRIER PIPE ENGINEER
RETAINER GLAND OR USE D.I.P. FITTINGS Drawn by : Checked by
COMMON BRICK
RESTRAINED JOINT DIP RPB JCF
(SEE PLAN FOR DIA. & LENGTH) PIPE WIDTH +24" STANDARD SANITARY SEWER
NOTE RESTRAINED JOINT DIP MAY BE USED IN MANHOLE
5' S END SEC110N DETAIL LIEU OF RETAINER GLANDS AND Roos TRENCH BOTTOM
WITH ENGINEER'S APPROVAL ,44.411.....4...
o �,�°���Es"s 0 t'y9'•-., (C.O.W. SD 3-01)
STORM DRAIN CROSSING DETAIL a4ao UTILITY
H NOT TO SCALE STANDARD PIPE TRENCH DETAIL SEAL DETAILS
TYPICAL BORE CROSSING (C.O.W. s0 1-07) 3� v6Ng NEE� O,,.•'
��CISF�
NOT TO SCALE � FINAL DESIGN
• F„11 Sheet number
NOT RELEASED
FOR CONSTRUCTION
C85

4
0
•
•
r;Z�w
Am al-rg tar
♦ # —$ �.R f,S t 7T,s # l # #1 I #aL� t 1
�Y#yr #��/1- # #��\�.AIL
.l�f-Tl r~ll Y1F
2
410
•
t