20080016 Ver 1_Stormwater Site Plans_20080117

1 � \ PIN 9870787098
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CHIP ORANGE INC.
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. �� � GRAVEL 11 TYP. OF 3 20 1.
/ 11 �
( 30. R , � � � 8' INTERIOR SETBACK .� /• / �.
• / � 8 SHEET C4 FOR MORE � /�
� 28 26
DETAIL IN BUILDING. PARKING, `
y 2 .
AND � I / SERVICE AREAS go
/ ���� � � I 1 23 SOO�G '`1 �• ` I t �
s�icT�j � ' • 7� gg�ViC� �. •1 .. ! ``' °� � � � � �•' PIN 9870776296
8 INTERIOR-0.0I ��i��pp SF
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Z P$ � 1 0 � v� /A� / TRACT 701862
I o �• � � ,1 r� ..,yFFO,� so, 1.40 JACQUELINE
.ob PIN 9870662911 3 14 26 � / 6��r UPPERMAN
TAX MAP 7.18..1 I � 29 �
� v � 7 5 22 � /� Fq��Go�Fc /� �'� / D8 170/414 TRACT
TRACT 72306 � oo i' 1 1� \1 � r` � Ej, c �i : • � 3A
ORANGE COUNTY 1 � �� 17 � � 1 � � r �'0 7 / � DB 397/297
DB 2894/274 I � 1 � 6 27 12 3 ' / � OG� eB• / B 4
PB 36/184
, I I � 9 PA
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TRACTS 3 do
P 15/199 I � ii 27 GRA
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TRACTS 3 do 4 `• 19 .
LANDFILL ` i 8 3 �.�p _._.-- .- •- •- �- '_"'_--� � N � _
qmmo * E ru \ 'L _._,- ._•- -•--' � �� 19 � ___._-- �- .._. - -- --' EXISTING 7450-51'
- _ _ - - - - $S '44 MINN. w ^ OVERHEAD C18 1 / �-1
I ` so' _ _ - - - - - - 509.85 s' INTERIOR SETBACK
E�c�x�c �1' •. / / � �
�ATE ACCESS DIRT + �. \ 1.• � / t�� �
ovEa) �ivE .� A ��� o��' �� GRAPHIC SCALE
»7 s \ 1..��. � � �o � �� 40 o zo 40 so
78/153 PIN 9870776296
I TAX MAP 7.18..19 � �,�X\ , , t � }� � IN I= �
TRACT 701862 / � . � / ./ i ,gyp &
I JACQUELINE UPPERMAN
I �I 14 TRACT 3A pp � .'� . PP \. �' I � /•
Z DB 17PB436 184 � ELECTRIC / � . � • • v ACCESS TO � �•
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II � � RE / � I R�SIDDdcES �
i I m � co VACANT / • / i ,• I a� i'
CURVE TABLE
CURVE
RADIUS
LENGTH
DELTA
TANGENT
CHD.BRNG.
CHORD
C1-
25158.18
438.39
00599
219.20
Vito
438.38
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9
1
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C7
25128.18
388.31
194.16
388.31
C8
25128.18
67.39
"
33.70
N82ZV
67.39
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W
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C12
1440.97
174.48
61691 '
87.35
174.37
C13
1490.97
33.48
'
16.74
9
33.48
C14
1490.97
79.10
3VZ '
39.56
79.09
C15
1490.97
136.85
' '
68.47
136.80
C16
1635.88
55.58
27.79
55.58
C17
2" 0.00
91.78
46.41
' 1'
91.27
C18
220.00
13.55
1' 0
6.78
U
13.55
GENERAL MIEN
I. At cuRe DIMENSIONS ARE To eAac of cuRe UNLESS oTMazWnse SPECIFIED.
2 CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TRAFFIC CONTROL MEASURES
�y � / . � AS NEEDED.
J� 3. ALL ONSITE PAVEMENT STRIPING AND MARKINGS SHALL BE MADE MATH PAINT
CONFORIANG TO NCDOT "STANDARD CA710NS FOR ROADS AND S1RUCIURES"s
LATEST ed.. AND SHALL HAVE A MINIMUM DRY FN.wi 7}NdqNESS of 10 ILLS. ALL
ev� STRIPING SHALL BE WHITE UNLESS OTHERWISE ED. ALL PARKING SPACE STRIPING
MINIMUM � S � SET R1 FOR PAVEMENT MARKING
REQUIREMENTS FOR EUBANK RO
• �/ � � � 4. BUILDING INFORMATION SHOWN HEREON IS TAKEN FROM DESIGN PROVIDED BY THE
/ /• /' / /
ARCHITECT, BUILDING ONES SHOWN GENERALLY SIT THE EXTERIOR FACE OF THE
/,• / BUILDING. REFER TO THE BUILDING PLANS FOR ACTUAL BUILDING DIMENSIONS. NANDOW
AND DOOR LOCA110NS9 COLUMN AND F007ING LOCATIONS. WALL
1HIgU S.
�� �� i uu� nr�a �� c1� s � UTILITY TIE-IN ooNFl� �
� LOCATIONS MATCH THOSE LOCATIONS SHOWN ON THE CIVIL PLANS.
. 5. COORDINATE MATH TOWN OF CHAPEL HILL AND NCDOT IN TORS TO VERIFY
REQUIREMENTS FOR HANDICAP RAMP LOCATIONS* CONFIGURATIONS. AND DETi11LS. PRIOR
TO CONSTRUC110N OF ANY RAMP OR ADJACENT CURBING
6, DEVELOPMENT SHALL BE RESTRICTED WITHIN THE RESOURCE CONSERVATION DISTRICT
IN ACCORDANCE WITH THE CHAPEL HILL LAND USE MANAGEMENT ORDINANCE,
P4\13037 9\13037An, C;2 -Sits 8 P*ft 11/20%2007 2.16.07 PM
CONCRETE CURB AND GUTTER. USE 24" ONSITE AND 30" IN
NCDOT RIGHT --OF -WAY. USE REVERSE PITCH WHERE INDICATED ON
SHEET C4; USE STANDARD -PITCH 07HERVASE. SEE DETAILS,
SHEETS D1 AND D9. . ALL DIMENSIONS SHOWN ARE TO BACK OF
CURB. ALL BACK OF CURB RADII ARE 3.0' UNLESS OTHERWSE
SHOWN.
2
STANDARD CONCRETE WALK. SEE DETAIL, SHEET D1,
3 4' WIDE PAVED OR GRAVEL WALKING TRAILS SAS INDICATED),
SHOWN SCHEMATICALLY* SEE DETAILS, SHEET D1, FIELD- DETERMINE
ACTUAL TRAIL LOCATIONS WITH OWNER AND ARCHITECT.
HANDICAP RAMP, TYPE 1. SEE GENERAL SITE NOTE #5, AND
4 DETAIL, SHEET D1.
5
ROIL. -GATE TO SERVICE AREA. SEE ARCHITECTURAL DRAWINGS.
STANDARD ASPHALT PAVING. USE FOR ALL PUBLIC PARKING
6 SPACES. SEE DETAIL. SHEET D1.
? HEAVY -DUTY ASPHALT PAVING. USE FOR ALL DRIVE AISLES. SEE
DETAIL. SHEET D1.
WHEEL. STOP, SET 24" CLEAR FROM FACE OF CURB OR WALK.
8 SEE DETAIL, SHEET D19
9 4" WIDE PARKING SPACE STRIPING. SEE GENERAL SITE NOTE #3
FOR PAINT S Lur lCATIONS. ALL. PARKING SPACES SHALL BE 9 9
WIDE X 18.5' LONG UNLESS OTHERWISE SHOWN.
10 UNIVERSAL HANDICAPPED SYMBOL AND HANDICAPPED ACCESS AISLE
STRIPING. SEE GENERAL SITE NOTE #3 FOR PAINT SPECIFICATION.
MARKINGS SHALL MEET ADA DIMENSIONAL GUIDELINES. SEE DETAIL,.
SHEET D1.
HANDICAPPED PARKING SIGNS ON POST. INSTAL. ONE R7 -8 AND
11 ONE R7 -8D SIGN AT EACH HANDICAPPED PARKING SPACE, AND
ADD A "VAN ABLE" SIGN AT EACH VAN SPACE. SEE DETAIL,
MEET D1.
12 12' WIDE DOUBLE -LEAF GATE. MATCH FENCE STYLE AND MATERIAL.
rrrrrrrrr r
13 BIKE RACK. SEE SHEET C4 AND DETAIL. SHEET D1.
SOLID WASTE ENCLOSURE WITH DUMPSTER, CARDBOARD DUMPSTER,
14 AND 9 ROLL -OUT RECYCLE CARTS. USE CONCRETE PAVING TYPE 3.
SEE SHEET C4 AND DETAILS, SHEET D5.
15 NCDOT -TYPE HANDICAP RAMP, SEE GENERAL SITE NOTE #5 AND
DETAILS, SHEET D90
1 f MONUMENT SIGN BY OTHERS (APPROXIMATE LOCATION.
D
17
MASONRY WALL. SEE ARCHITECTURAL DRAWINGS..
.SAN 1 7 2
1 8' HIGH CHAINLINK FENCE AT SERVICE AREA, TYPE AND
INSTALLATION SIMILAR TO #24. SEE DETAIL. SHEET D5. 08NR
A S70R M W
FENCED ANIMAL EXERCISE AREA. USE CONCRETE PAVING TYPE 1.
20 SEE SHEET C4 AND DETAILS, SHEET D5.
21 'G` HIGH FENCE WITH 4' GATE,'( S'EE ARCHITECTURAL PLANS).
REINFORCED TURF VEHICLE ACCESS TO COOLER. SEE SHEET C4
22 AND DETAIL. SHEET D5.
23 CONCRETE PAVING, SIMILAR TO SIDEWALK SECTION. SEE DETAIL..
SHEET D1.
6' HIGH CHAIN LINK FENCE, VINYL COATED, BLAC:IC, WITH TOP RAIL.
SEE DETAIL. SHEET D5, SET FENCE 12" INSIDE EDGE OF CONCRETE,
USING PVC SLEEVES IN CONCRETE SLAB FOR FENCE POST
INSERTION. VERIFY DETAIL WITH ARCHITECT PRIOR TO
CONSTRUCTION.
25 PAINTED CROSSWALK, USING 8" WHITE. STRIPES. SEE GENERAL SITE
NOTE #3 FOR PAINT SPEC IFICATION,
26 BUILDING FOOTPRINT, SEE GENERAL SITE NOTE #4.
7 CONCRETE SURFACE SERVICE AREA PARKING FOR 6 ANIMAL
CONTROL. VEHICLES. USE CONCRETE PAVING TYPE 2. SEE SHEET C4
AND DETAIL. SHEET D5.
28 PAVED AREA FOR HORSE TRAILER AND MOBILE CLINIC VEHIC I USE
HEAVY -DUTY PAVING.
WALK -IN COOLER ON CONCRETE SLAB. SEE ARCHITECTURAL
29 DRAWINGS.
SITE DATA
PIN: 9870774584
TIVIBL: 7.18..18
CURRENT OWNER: ORANGE COUNTY
APPLICANT: ORANGE COUNTY
PIO BOX 8181
HILLSBOROUGH, NC
EXISTING ZONING: 01 -1 -C
PROPOSED USE: PUBLIC USE FACILITY
PARCEL AREA: 238,709 SF (5.48 AC.)
NET LAND AREA, ASSUMING 10' ADDITIONAL R/W
DEDICATION:
238970898-179990- 2209719 (5907 ac)
GROSS LAND AREA: 238,709 SF (5.48 AC.)
AREA IN RCD (NOT INCL. R/W): 20,895 SF
DISTURBED AREA IN RCD (ONSITE): 7,710 SF
OFFSITE DISTURBED AREA IN RCD: 5,96-2 SF
EXISTING FLOOR AREA: NONE
PROPOSED FLOOR AREA: 23,894 SF
IMPERVIOUS SURFACE (OUTSIDE EUBANKS RIGHT OF WAY):
EXISTING: GENESTU DRIVE 5,130 SF
NEW: 78,000 SF
PARKING SUMMARY
PARKING REQUIRED: 1 PER 350 SF FLOOR AREA = 68
SPACES
PARKING PROVIDED-90 49 SPACES
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DATE: JANUARY 22, 2007
HORIZONTAL SCALE:
VERTICAL SCALE: NA
PROJECT MAKER: TMYV
DRAWN BY: BMM
PROJECT NO: 13037
DRAWING NAME: 19097.DVIK3
THIS oRAwgiG AND itE OWN t1EWqN
ARE ifE PROPERTY OF CNIL 1;0NSIJMRB,
MK:. TFE IWPORMATION ON 1HIS DRAYVIMICi 18
NOT FOR 118E ON ANY OTHER &1E OR
PROJECT. THE REPRODUCTION OR 011#R
UN OF THIS DRAWINQ MI WFIOI.E OR IN PAFir
VYRFiOUf YYRI77Hi CONSEW OF CIVN.
COIMN.T11MH. MIC., IS PROFN&M.
COPYRIGHT 2007 GYIL OONSULTANTS, M.
SHEET NO.

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SEE SHEET C5 FOR GRADING AT --�~� i / j
AND STORMWATER --� .� -r~� N• ��,`' l �°" .... • x
DRIVEWAY ��_ / P
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MANAGEMENT AREA _ �.�• .0-0 / p �s ; 1 . - 2
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ENLARGED PLAN AT DUMPSTER AREA C A . •,,
496.80 �' ^ 49640 ` SCALE: 1 �••.,QN4
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486 �- B o 7 I REVERSE ti soup WASTE NOTES: �` �*� 5s1 91 .' r O 1 496.20 PITCH GUTTER. °
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AREA YO � .�'' , �,,,,, r Oi _ - - - t t SHEET D1. _ •- - - �; ,� OF CHAPEL HILL CONSTRUCTION STAI�ARDS, SPECIFICATIONS, AND PR ES.
B02 I
-
WALKWAY 4 .110.0 r r .� t t
t 1 .. Z,. CONTRACTOR SHALL BE SIBLE FOR LOCATION AND PROTECTION OF UTILITY LINES
INSTALLATION. , r Loo" -- �- •� � �. �, 2 C�� •-�••• � 498.10 - .�= •- � , AND DEVICES DURING CONSTRUCTION ACTIVITIES,
.- -_ 9� ..:: • , 49x.10 0=4
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.00 r �- t 498.45 ...: � . �� ...........
.- REVERSE �•• �' ..���: �::�..�••�-• 3. INFORMATION ABOUT EXISTING UNDERGROUND FACILITIES AND SUBSURFACE CONDITIONS
f �' ,, --' PITCH GUTTER
t 1 ........ Y AVAILS TO THE 9
� 1 �� •� _INDICATED CNN THE DRAVMNGS IS BASED OJN lNFORMATlC)N R 1
.... �.:� - 498.24
I > ,.•� SEE DETAIL, 00 t � ��= �"'�'� 49810 � � ENGINEER.
. ............ •o �-- 1 THE ENGINEER HAS NOT CONDUCTED AN EXHAUSTIVE INVESTIGATION OF
� t 498.65 ...�- ....
498.25
I � � SHEET D1. .w: 497.67 4 8 0 ...-- �, � � � �....... � _ �, _ _ SUCH FACILITIES OR CONDITIONS, AND THEREFCNtE MAKES NO WARRANTY TO THE Z
11 j .� r } ,.�• 498.30 "'' 498.45 ..� ............ �- 49 t o CONTRACTOR OR ANY OTHER PARTY REGARDING THEM.- THE CONTRACTOR IS ADVISED
j -
04% 50
0 3 498.50 `� �, 498 498.24 0 THAT THIS INFORMATION MAY NOT W COMPL AND THAT EXISTING UNDERGROUND
I I - 0 .. B 11 E-+
494.5 .�. 498.70 �. FAt�UTIES AND CONDITIONS MAY DIFFER FRO U THOSE INDICATED ON THE DRAWINGS.
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" / 5 • r SEE DETAIL. 1. 1. DUMPSTER GATE SHALL HAVE GATE RETAINERS.
• *L NCO SHEET D1. r
�. -.. ,�"' / 496.50 •
`- -• / Fj pr �::.:�.. 496.20 2. THE USER WILL BE RESPONSIBLE FOR OPENING GATES 70 THE DUMPSTER AREA ON COLLECTION DAYS OF
N� ?`T' �� ANY MATERI S TO BE COLLECTED FROM THIS LOCATION. '�. +� . *'�• ,�
/ 496 496.30 '� wav "sir! s4
pct 3. IF ANY VEHICLES ARE PARKED IN THE REFUSE OR. REC COLLECTION VEHICLE ACCESS AREA, THE �,�/y►
CONTAINERS WILL NOT RECEIVE SERVICE UNTIL THE NEXT SCHEDULED COLLECTION DAY. t,:. +�i� �• �� ��►�`
496.70 /Z 40/1/4007
3:1 °� B DEPARTMENT WILL NOT BE RESPONSIBLE FOR ANY PAVEMENT DAMAGE THAT :`
�' 4. ORANGE COUNTY SOLID WASTE EP
4 496.50 `� MAY RESULT FROM SERVICE VEHICLES.
� "ot "Now ... - -' " �' t 497.20 497.50
_ t _ _ - .� t-'_ ~ 1 ` , 5. NO OVERHEAD OR UTILITY HARES SHALL INTERFERE. WITH SERVICE VEHICLE ACCESS OR OPERATION.
�-- - -•� REVERSE '• .
B01 PITCH GUTTER. `� 6. BY ORANGE COUNTY ORDINANCE, CLEAN WOOD WASTE, SCRAP METAL AND CORRUGATED CARDBOARD, ALL
En
....� 497.90 ` SEE DETAIL., 497.10 .
PRESENT IN CONSTRUCTION WASTE, SHALL BE RECYCLED.
SHEET D1. W
.� AN ALL HAULERS OF CONSTRUCTION WASTE SHALT. PROPERLY BE LICENSED.
7. BY ORANGE COUNTY �N CE,
497.70 � «■■�
1 GUMIRi 497.70 �� h
497.1 o C � � x � 8. PRIOR TO ANY DEMOLITION CNZ CONSTRUCTION ACTIVITY ON SITE THE APPLICANT S'HALL. HOLD A
1
44190 7 -- RE- CONSTRUCTION CONFERENCE WITH THE COUNTY'S SOLID WASTE STAFF. ''CC
.95 2-OX MAXIMUM REVERSE .. � � PRE DEMOLITION/'
ZOX MAXIMUM �.� °'
CROSS -SLOPE IN w PITCH GUTTER. ... � � ::� S•••••
__._ o CROSS -SLOPE IN � SEE DETAIL, ... `
HANDICAP PARKING AND 497.75 z
-- �g1 • CRC)►SSHIALK. ACCESS AREAS. SHEET D1.
e
497 � NOTES 913ADINQ AND S I 12RAMAGE ul
REVERSE N �,,
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PITCH CXlTtER. - �. 0 H
t 1 _ y0 �. T EDITION OF THE TOWN
SEE DETAIL. �.�� - _ - � , � 1. ,ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LAZES �
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ENLARGED
Puw, THIS
SHEET.
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� t i 498.90 � ,..- 498.24 .., � ` �
• t • 49 65 496.5 THE CONTRACTOR IS ALSO ADVISED THAT IF DIFFERING CONDITIONS EXIST, THEY MAY BE Q
X95.80 0 46 8.44 -� ♦ ''��,�1
ENCOUNTERED DURING THE OF THE PROJECT WORK, AND THEY MAY IMPACT THE
98.96 �.. � ♦ 1 1 498.50 � •��
t 1 ` 1 PROJECT SCOPE AND TIE REQUIREMENTS*
498.20 `I.,.. / -� �� `
49 .72 �� i
498.60 4911 7 ''�� 4. ALL EARTHWiORK OPERATIONS, INCLUDING TOPSOIL. STRIPPING, STOCKPILING, EXCAVATION, A
496.00 -- 498 65 1 FILLING COMPACTING TRENCHING. ACMWNM RETAINING WALLS, AND FINE- GRADING, Q
75
496.
--. 498. � ,
ROLL -OUT • - - -- - tea. - .. ,.� ,E ��
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RECYCLE ANC' cis,. . C�
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SEE SHEET C5 FOR GRADING AT --�~� i / j
AND STORMWATER --� .� -r~� N• ��,`' l �°" .... • x
DRIVEWAY ��_ / P
o� 498.50 1 cj
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MANAGEMENT AREA _ �.�• .0-0 / p �s ; 1 . - 2
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ENLARGED PLAN AT DUMPSTER AREA C A . •,,
496.80 �' ^ 49640 ` SCALE: 1 �••.,QN4
'� •i
486 �- B o 7 I REVERSE ti soup WASTE NOTES: �` �*� 5s1 91 .' r O 1 496.20 PITCH GUTTER. °
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AREA YO � .�'' , �,,,,, r Oi _ - - - t t SHEET D1. _ •- - - �; ,� OF CHAPEL HILL CONSTRUCTION STAI�ARDS, SPECIFICATIONS, AND PR ES.
B02 I
-
WALKWAY 4 .110.0 r r .� t t
t 1 .. Z,. CONTRACTOR SHALL BE SIBLE FOR LOCATION AND PROTECTION OF UTILITY LINES
INSTALLATION. , r Loo" -- �- •� � �. �, 2 C�� •-�••• � 498.10 - .�= •- � , AND DEVICES DURING CONSTRUCTION ACTIVITIES,
.- -_ 9� ..:: • , 49x.10 0=4
Ile
.00 r �- t 498.45 ...: � . �� ...........
.- REVERSE �•• �' ..���: �::�..�••�-• 3. INFORMATION ABOUT EXISTING UNDERGROUND FACILITIES AND SUBSURFACE CONDITIONS
f �' ,, --' PITCH GUTTER
t 1 ........ Y AVAILS TO THE 9
� 1 �� •� _INDICATED CNN THE DRAVMNGS IS BASED OJN lNFORMATlC)N R 1
.... �.:� - 498.24
I > ,.•� SEE DETAIL, 00 t � ��= �"'�'� 49810 � � ENGINEER.
. ............ •o �-- 1 THE ENGINEER HAS NOT CONDUCTED AN EXHAUSTIVE INVESTIGATION OF
� t 498.65 ...�- ....
498.25
I � � SHEET D1. .w: 497.67 4 8 0 ...-- �, � � � �....... � _ �, _ _ SUCH FACILITIES OR CONDITIONS, AND THEREFCNtE MAKES NO WARRANTY TO THE Z
11 j .� r } ,.�• 498.30 "'' 498.45 ..� ............ �- 49 t o CONTRACTOR OR ANY OTHER PARTY REGARDING THEM.- THE CONTRACTOR IS ADVISED
j -
04% 50
0 3 498.50 `� �, 498 498.24 0 THAT THIS INFORMATION MAY NOT W COMPL AND THAT EXISTING UNDERGROUND
I I - 0 .. B 11 E-+
494.5 .�. 498.70 �. FAt�UTIES AND CONDITIONS MAY DIFFER FRO U THOSE INDICATED ON THE DRAWINGS.
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" / 5 • r SEE DETAIL. 1. 1. DUMPSTER GATE SHALL HAVE GATE RETAINERS.
• *L NCO SHEET D1. r
�. -.. ,�"' / 496.50 •
`- -• / Fj pr �::.:�.. 496.20 2. THE USER WILL BE RESPONSIBLE FOR OPENING GATES 70 THE DUMPSTER AREA ON COLLECTION DAYS OF
N� ?`T' �� ANY MATERI S TO BE COLLECTED FROM THIS LOCATION. '�. +� . *'�• ,�
/ 496 496.30 '� wav "sir! s4
pct 3. IF ANY VEHICLES ARE PARKED IN THE REFUSE OR. REC COLLECTION VEHICLE ACCESS AREA, THE �,�/y►
CONTAINERS WILL NOT RECEIVE SERVICE UNTIL THE NEXT SCHEDULED COLLECTION DAY. t,:. +�i� �• �� ��►�`
496.70 /Z 40/1/4007
3:1 °� B DEPARTMENT WILL NOT BE RESPONSIBLE FOR ANY PAVEMENT DAMAGE THAT :`
�' 4. ORANGE COUNTY SOLID WASTE EP
4 496.50 `� MAY RESULT FROM SERVICE VEHICLES.
� "ot "Now ... - -' " �' t 497.20 497.50
_ t _ _ - .� t-'_ ~ 1 ` , 5. NO OVERHEAD OR UTILITY HARES SHALL INTERFERE. WITH SERVICE VEHICLE ACCESS OR OPERATION.
�-- - -•� REVERSE '• .
B01 PITCH GUTTER. `� 6. BY ORANGE COUNTY ORDINANCE, CLEAN WOOD WASTE, SCRAP METAL AND CORRUGATED CARDBOARD, ALL
En
....� 497.90 ` SEE DETAIL., 497.10 .
PRESENT IN CONSTRUCTION WASTE, SHALL BE RECYCLED.
SHEET D1. W
.� AN ALL HAULERS OF CONSTRUCTION WASTE SHALT. PROPERLY BE LICENSED.
7. BY ORANGE COUNTY �N CE,
497.70 � «■■�
1 GUMIRi 497.70 �� h
497.1 o C � � x � 8. PRIOR TO ANY DEMOLITION CNZ CONSTRUCTION ACTIVITY ON SITE THE APPLICANT S'HALL. HOLD A
1
44190 7 -- RE- CONSTRUCTION CONFERENCE WITH THE COUNTY'S SOLID WASTE STAFF. ''CC
.95 2-OX MAXIMUM REVERSE .. � � PRE DEMOLITION/'
ZOX MAXIMUM �.� °'
CROSS -SLOPE IN w PITCH GUTTER. ... � � ::� S•••••
__._ o CROSS -SLOPE IN � SEE DETAIL, ... `
HANDICAP PARKING AND 497.75 z
-- �g1 • CRC)►SSHIALK. ACCESS AREAS. SHEET D1.
e
497 � NOTES 913ADINQ AND S I 12RAMAGE ul
REVERSE N �,,
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t 497.25 9a
PITCH CXlTtER. - �. 0 H
t 1 _ y0 �. T EDITION OF THE TOWN
SEE DETAIL. �.�� - _ - � , � 1. ,ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LAZES �
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� t i 498.90 � ,..- 498.24 .., � ` �
• t • 49 65 496.5 THE CONTRACTOR IS ALSO ADVISED THAT IF DIFFERING CONDITIONS EXIST, THEY MAY BE Q
X95.80 0 46 8.44 -� ♦ ''��,�1
ENCOUNTERED DURING THE OF THE PROJECT WORK, AND THEY MAY IMPACT THE
98.96 �.. � ♦ 1 1 498.50 � •��
t 1 ` 1 PROJECT SCOPE AND TIE REQUIREMENTS*
498.20 `I.,.. / -� �� `
49 .72 �� i
498.60 4911 7 ''�� 4. ALL EARTHWiORK OPERATIONS, INCLUDING TOPSOIL. STRIPPING, STOCKPILING, EXCAVATION, A
496.00 -- 498 65 1 FILLING COMPACTING TRENCHING. ACMWNM RETAINING WALLS, AND FINE- GRADING, Q
75
496.
--. 498. � ,
, , � W
W �
�1
! �+ 498.60 •
�,, T
MONITOR EARTHWORK AC:TIVI� AND PROVIDE COMPACTION AND STABILITY TESTING �
�y
TO �
DURING THE PR OF THE WORK i
i•y &
00 t ` GEOTECHNICAL ENgNEEM .,
0) t 498.7
c� `''� . 60 ALL PAVEMENT SU SHALL BE SUCCESSFULLY BY OLUNG UNDER
�` � t LANDSCAPE PLAN L -4 FOR � � � �.
1 THE DIRECTION OF A GEOTEC HNICAL ENGINEER.
` ~ -- MAIN ENTRANCES. � � 1 •' 49$•40 ~
49s.00 -- ~,�,��~ CONCRETE WORK AT _ ` �� •
.� ABLE SOIL SHALL BE HAULED OFFSITE AND. LEGALLY DI SPOSED.
497.30 , 498.50
l 7. ALL EXCESS OR UNSUITABLE 498.96 � � SEE NOTES ON SHEET GE FOR MORE INFORMATION.
6 ROOF & ALL SPOT ELEVATIONS SHOWN ARE FINISHED SURFACE ELEVATIONS UNLESS OTHERWISE
OVERHANG ~ .. `' �• -.� ~ 498.96 `` T ELEVATIONS SHALL TAKE PRECICE OVER ELEVATION CONTOURS. ALL
__ � ., � .NOTED. SPOT
m �.. � �� SPOT ELEVATIONS SHOWN ON CURB OR WALKS REFER Tao TOP OF CURB OR WALK, � .�
+ RACK. DETAI ''` `, `• UNLESS OTHERWISE SPECIFIED. ap
DIKE CK L, 498 �, OR PAVEMENT ARE SHOWN TO CONNECT TO EXISTING CURB
SHEET D1. INSTALL. 30'
,� 498. i 9. WHERE CURBS, WALKS, S,
498 5 498.96 CLEAR FROM WALL, �` \ `" WALKS, OR PAVEMENT, SUCH CONNECTIONS SHALL RESULT IN A NEAT AND UNIFORM
�• 5' X 8' X e THICK ' to APPEARANCE9 WITH GRADUAL SLOPE TRANS 11 NNS AND SMOOTH FINISHED SURFACES.
. 49 10 �' CENTERED BETWEEN \ �.��
DOORS. CONCRETE PAD, SIMILAR C,) �,� 10. ALT. FINISHED PAVEMENT AND YARD SURFACES SHALL BE GRADED AND FINISHED TO
�• .,,TO SIDEWALK SEE
_ IL Q •. HAVE PO�TIVE SURFACE DRAINAGE T�0 - A FREE - FLOWING DRAINAGE OUTLET, NTH NO
D�'AlL SHEET D1 SLOPE �� 2 0
, 498.96 - - - �. _ r~ _ --'..` �. ,�.
0
�� ..- g �, � DOOR • �$� �� �.�, .. IRREGULARITIES C)R DEPRESSIC�IS THAT WOULD CAUSE WATER PONDlNG.
.E 8.
80 _ 4- AWA R
. � �� 2.07E � � � 11. NO PORTION OF ANY HANDICAP PARKING SPACE OR ACCESS AISLE SHAD. EXCEED ZX
98 A � c�
•, ELE V A SLOPE IN ANY DIRECTION.
• � Z
F✓ �g 498.96 . � � � -
�^ . SEE FLOOR CROSS SLOPE.
BOLLARDS 4 EACH 12. SIDEWALKS SHALL NOT EXCEED Z.C>X _.
98.3 DETAIL., SHEET D1. , �.
49$,2ar' ..� vjt4ls�A ., r
v ` , - .Ir Ir .Ilrrr. ■IIIYIrI W
98.2 ..- "� �,� 13• STORM DRAINAGE PIPING SHALL. BE REINFORCED CONCRETE PIPE (RCP), CLASS 111, one
�' ' '' KNOCK-OUT PANEL `� ,. N COMPOUND AT ALL JOINTS. 0 >
• 1 6 X 4 CONCRETE KNOCK OU
.. `• 498.96 ,, CONFORMING TO ASTM C76, WITH PREFORI�AED SEALING POU � �
49 o r- WITH FULL -DEPTH EXPANSION .DINTS 5 X 5 X 4 THICK
CONCRETE PAD SIMILAR � �- 498. .14* FOR ROOF DRAINAGE PIPING, SEE PLUMBING DRAWINGS. p
50 ALL AROUND. EXTEND CONDUIT FOR 498.7DY B 12 .
t . -a►- 498.96 FUTURE GENERATOR FROM BUILDING TO SIDEWALK (SEE ��, �� ~`� T STANDARDS. SEE SHEET C5
• �� i • � � � - - . ' DETAIL., SHEET D1. SLOPE �. �. do 15. STORM DRAINAGE STRUCTURES SHALL CONFORM TO NCDO STAN
497.90 - TO CENTER OF PANEL. DET L, � h
AWAY FROM DOOR • � ` 494.70.• � FOR STORM DRAINAGE LE. uu
1 1 498.50 �.
B04 2.0X. 498.96 498.50 16. CONTRACTOR SHALL VERIFY AND COORDINATE EXACT POSITIONING OF STORM DRAINAGE ,Q
498.96
• J .r • BOLLARDS 2 EACH)* 498.96 498.7Q� �,� :PIPING AND STRUCTURES, AND SHALL MAKE ADJUSTMENTS AS N� TO PROVIDE p rt
i 498.96 � 498.50 .. PROPER CONNECTIONS, STRUCTURE LOCATIONS, ORIENTATIGNN% DIMENSIONS, ELEVATIONS,
p 1 �i . - j� SEE DETAIL, SHEET D1. 498.96 �., 498.50 �,� �� PLACEMENT AND SURFACE DRAINAGE, PIPE LENGTHS SHOWN ARE APPROXIMATE, •
o _,. _ice • , , FRAME
- AND CONNECTION POINTS TO STRUCTURES ARE SHOWN SCHEMATICALLY. REFER TO �
t 498,60
1 -- 498.9s � STORM DRAINAGE STRUCTURE DETAILS FOR DIMENSIONS, OF"FS'ETS, CLIEARANCES, t�C
498.96 � �.
f 1 498. SETBACKS FROM CURB, AND OTHER REQUIREMENTS. MODIFY STRUCTURES AS NEEDED DATE:
8.60 �,,��. 497.90 ,, TO ACCOMMODATE LARGE - DIAMETER PIPING, MULTIPLE PIPE PENETRATIONS, AND PIPE NOVEMBER 2007
98.70 1 , 49 �. ,� ~
• . -- • CONNECTION ANGLES. HoRIzoNTA�. sCAL.E:
i `"'498.90 CONCRETE PAD FOR `� - � VERMCAL SCAM: NA
� . -- • 498.60 �
` ~ "' •- PROJECT MANAGER: TMW
-� 1 COOLER. SEE •�� 497.70
twomoom ' , • -- tt ARCHITECTURAL ~ 496.00 '"� DRAWN BY: Bu!
. -i `'� - ' [� DRAWINGS. Ni 16 LF 12" PVC O 1.5% awl 498.90 `� SLOPE. BEVEL EACH PROJECT No. 13x37
• } DRAWING NAME:
C.t . �, � `. AT 45 ..�, � 1s037.ovaG
•.�
Novo
• 'rl • 49�ti7 8.28 t THIS �►WiNG AND THE oESKM HEREON
498.10 `� `� ` A� THE OF Oft t u�.TAt�rs,
t ti Q0 INC. THE NOK~TM ON THE MAN �s
498•5G 5
`� NOT FOR tJSE O�1 ANY ORtR SRE OR
49 90 } t 502 '` PRac -Cr. THE REPR000C'rioN OR OTHER
2.1 SLOPE .
. , ^�' ",� i 118E OF THIS DR�1WINt3 MI WHOLE OR IN PART
' 496.80 � t � 504 � - •. � 1 � � � CONSENT OF
•
• 49
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' OVERHEAD SHEET NO.
ELECTRIC ��,, /�� 1 �:� SC GRAPHIC m 10 m a p C4
IN
i mon - eo n
, 498.96 - - - �. _ r~ _ --'..` �. ,�.
0
�� ..- g �, � DOOR • �$� �� �.�, .. IRREGULARITIES C)R DEPRESSIC�IS THAT WOULD CAUSE WATER PONDlNG.
.E 8.
80 _ 4- AWA R
. � �� 2.07E � � � 11. NO PORTION OF ANY HANDICAP PARKING SPACE OR ACCESS AISLE SHAD. EXCEED ZX
98 A � c�
•, ELE V A SLOPE IN ANY DIRECTION.
• � Z
F✓ �g 498.96 . � � � -
�^ . SEE FLOOR CROSS SLOPE.
BOLLARDS 4 EACH 12. SIDEWALKS SHALL NOT EXCEED Z.C>X _.
98.3 DETAIL., SHEET D1. , �.
49$,2ar' ..� vjt4ls�A ., r
v ` , - .Ir Ir .Ilrrr. ■IIIYIrI W
98.2 ..- "� �,� 13• STORM DRAINAGE PIPING SHALL. BE REINFORCED CONCRETE PIPE (RCP), CLASS 111, one
�' ' '' KNOCK-OUT PANEL `� ,. N COMPOUND AT ALL JOINTS. 0 >
• 1 6 X 4 CONCRETE KNOCK OU
.. `• 498.96 ,, CONFORMING TO ASTM C76, WITH PREFORI�AED SEALING POU � �
49 o r- WITH FULL -DEPTH EXPANSION .DINTS 5 X 5 X 4 THICK
CONCRETE PAD SIMILAR � �- 498. .14* FOR ROOF DRAINAGE PIPING, SEE PLUMBING DRAWINGS. p
50 ALL AROUND. EXTEND CONDUIT FOR 498.7DY B 12 .
t . -a►- 498.96 FUTURE GENERATOR FROM BUILDING TO SIDEWALK (SEE ��, �� ~`� T STANDARDS. SEE SHEET C5
• �� i • � � � - - . ' DETAIL., SHEET D1. SLOPE �. �. do 15. STORM DRAINAGE STRUCTURES SHALL CONFORM TO NCDO STAN
497.90 - TO CENTER OF PANEL. DET L, � h
AWAY FROM DOOR • � ` 494.70.• � FOR STORM DRAINAGE LE. uu
1 1 498.50 �.
B04 2.0X. 498.96 498.50 16. CONTRACTOR SHALL VERIFY AND COORDINATE EXACT POSITIONING OF STORM DRAINAGE ,Q
498.96
• J .r • BOLLARDS 2 EACH)* 498.96 498.7Q� �,� :PIPING AND STRUCTURES, AND SHALL MAKE ADJUSTMENTS AS N� TO PROVIDE p rt
i 498.96 � 498.50 .. PROPER CONNECTIONS, STRUCTURE LOCATIONS, ORIENTATIGNN% DIMENSIONS, ELEVATIONS,
p 1 �i . - j� SEE DETAIL, SHEET D1. 498.96 �., 498.50 �,� �� PLACEMENT AND SURFACE DRAINAGE, PIPE LENGTHS SHOWN ARE APPROXIMATE, •
o _,. _ice • , , FRAME
- AND CONNECTION POINTS TO STRUCTURES ARE SHOWN SCHEMATICALLY. REFER TO �
t 498,60
1 -- 498.9s � STORM DRAINAGE STRUCTURE DETAILS FOR DIMENSIONS, OF"FS'ETS, CLIEARANCES, t�C
498.96 � �.
f 1 498. SETBACKS FROM CURB, AND OTHER REQUIREMENTS. MODIFY STRUCTURES AS NEEDED DATE:
8.60 �,,��. 497.90 ,, TO ACCOMMODATE LARGE - DIAMETER PIPING, MULTIPLE PIPE PENETRATIONS, AND PIPE NOVEMBER 2007
98.70 1 , 49 �. ,� ~
• . -- • CONNECTION ANGLES. HoRIzoNTA�. sCAL.E:
i `"'498.90 CONCRETE PAD FOR `� - � VERMCAL SCAM: NA
� . -- • 498.60 �
` ~ "' •- PROJECT MANAGER: TMW
-� 1 COOLER. SEE •�� 497.70
twomoom ' , • -- tt ARCHITECTURAL ~ 496.00 '"� DRAWN BY: Bu!
. -i `'� - ' [� DRAWINGS. Ni 16 LF 12" PVC O 1.5% awl 498.90 `� SLOPE. BEVEL EACH PROJECT No. 13x37
• } DRAWING NAME:
C.t . �, � `. AT 45 ..�, � 1s037.ovaG
•.�
Novo
• 'rl • 49�ti7 8.28 t THIS �►WiNG AND THE oESKM HEREON
498.10 `� `� ` A� THE OF Oft t u�.TAt�rs,
t ti Q0 INC. THE NOK~TM ON THE MAN �s
498•5G 5
`� NOT FOR tJSE O�1 ANY ORtR SRE OR
49 90 } t 502 '` PRac -Cr. THE REPR000C'rioN OR OTHER
2.1 SLOPE .
. , ^�' ",� i 118E OF THIS DR�1WINt3 MI WHOLE OR IN PART
' 496.80 � t � 504 � - •. � 1 � � � CONSENT OF
•
• 49
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' OVERHEAD SHEET NO.
ELECTRIC ��,, /�� 1 �:� SC GRAPHIC m 10 m a p C4
IN
i mon - eo n

, • ••• ter,,,,. • - -•+.�
•
----- REVERSE PITCHIIIIIIIIIIIIIIIIII A
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/ , + WWII '. • -• . ' . •
Owl • • fir+ �.�' �/•I -_
/ ,-.,. "°'• .-► "'^ .,^, '^"; ""' «.......... , r„- ...✓ • _,.' .r ... . . • _ -, .� / ..._•_•xo� --- 492
�,. _ ..- . - • ~ .....,-- 478.75 - �-- 478 7 _ - �-- �- • • • -� - - -- ..-- -----
/ ,. -� -- ---' -- 479 00 .� "' _` f
�,••.r��•••r • • +_ • . �.�• ' • •► �, ..�- �, +' ��� /� 1 .sr' / lr� wSS�•�• Ty-
478.70 - '•�"r'�. -.- . R �- - . - • • '� • -- �- f - - f ," T
4, r._.,�- --'�"_. -.�` -- �' . (GUT-MR) = / f �' �' �` _ A
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.--- A01 �-� _ . SON,
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I I I I I illillilillillillilloomm� (A el
• .. 't. SWISS, ,, ,. -- .--' ,� - Y • WWII... 2.() T
479.50
•• rr A03 �� � `
• • • • ,
MOON* .•• ?' , __1 ,POND BOTTOM ELEVATION
! „ r '' / � / 48610 ,y / +' •
00 ' f ._•
X9.75 `. . . . , �, FACE AREA = 1, OVERFLOW
''
" A02 - •
� • .._:.: -�- --... _,,,, � -- �, 100 -YR. WATER � .._..� -.- ELEVATION '
/ r
• oil ' • �` - °" ELEYAT ON -'' : = =�`' ""WWII 491.00
/ , -- • • --WWII •
,. . r . . • . . .w, ' r-.'. 488.76 49 / ,.,r• 1- -•:�- `t�
• 4 •
`• , ,,WWII. • - ."'.� . �
MOM domol .10 (.000
awl -C B08
Ole Ile
� 10-100' .40 100e Ile .
Owl wool
•
• -- / �
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95.2
/
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B09
/
�•
r / 0000. • ' FIE -GADE DRIVEWAY TO � / A S E N
PRV A 50 LONG OWM �
A08
•
TRADITION FROM 2* ' ` / SLOPE � • ' i
700 z= I /
,•GRO WN 4 -- -- / / /
2-/ $ / . • 6.20 F
r
WWII
f
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.� qrg1 • �, .� � N°�
_ of r
f .� / Ot9 . • 496.50 ,
` f ' • `" �' - • / 4 UNDERMAIN PIPING.
�/ / 1c PROVIDE CLEANOUTS AT ENDS
-Ole . f ' ' '� 496 AND AT TEES AS SHOWN.
2.0% O�. 40%;;IIIIIII� SEE DET 7M SHEET. r' CROSS -SLOPE' -
488
/
' • , n : "a,".. . WWII_ ..- / ,_WWII.. ,-- '
• _ ~ `` -- �- - -- --- �" ' �- -- �. 497.20
f ` - -..
o _.
601 •• -
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. X
1. -- CLEARING. SIMPPING9 EXCAVATION, FILLING, TRENCHING, BAC KFILLING;,
COMPACTION. AND FIE-- GRADING WOW SHALL BE IN ACCORDANCE WITH APPLICABLE
SECT�KINVS CIF' PROJECT TONS. --
2, PLM3] bNX FOR BIOFILTER -- UNIFORM SOIL. MIXTURE FREE OF STUMPS, STONES, OR
LARGE ROOTS* COMNTAIdNG THE FOLLOWING TYPES AND RATIOS (BY WEIGHT) OF TS:
85X SAME? (USDA SOIL. TEXTURAL TION)
2OX RE CRUSHED GLASS (OBTAIN FROM ORANGE COUNTY WASTE
FACILITY)
10X FIVE SOIL MATERIAL (SILT OR CLAY)
5X PEAT MOSS
GLEAN AASHTO M--6 OR ASTM C-33 CONCRETE SAND, 0.02~ TO O.W.
4. fu AIN gj&jj - CLEAN, HARD9 ANGULAR GRAVEL CONFORMING TO NCDOT
CATION # 579
3. - NON - WOVEN. - PINCHED GEO WITH 135 IBS. PUNCTURE
�GTH
(AS7M D -4833 ; 220 LBO. TENSILE S�NGTM (ASTM D�-��; AND APPARENT
OPENING SIZE OF U.S. S'f 0. #0 SEW (ASTM D-4751)*
60 20Ng - NOMINAL a DIAMETER CORRUGATED HIGH - DENSITY POLYETHYLENE
SINGLE -WALL PIPE AND FITTINGS CONF90M, TO M 252, WITH 311r DIAMETER
PERI=`ORATIONS SPACED EQUALLY AROUND THE FULLL, PEE PERIMETER, CLEANOUT PIPE AND
FITTINGS SHALL BE SOLVENT - MELDED 90HEDULE 40 PVC PER THE DETAIL SHOWN.
SEE LANDSCAPE PLAN FOR
PLANTINGS IN
BIOFILTRATION CELL.
1
3 6" THICKNESS CONCRETE -
APRON EXTENDING 12" FROM
FRAME, ALL AROUND.
2" THICKNESS ---
DOUBLE SHREDDED
MULCH
30" DEPTH .-...
PLANTING MIX
4" THICKNESS -
CLEAN SAND
GEOTEXTIL.E FABRIC
B1E11NEEN SAND AND
STONE.
#57 STONE
SUBGRADE EL. 485.0
BOTTOM
EL. 490.00
FVVV
�I 11 -1 11 -1 11 -1 I I;
•��9 ,W.L 497.90
( ---
/S • ..,,,•. ._„ .+... .• .._ 'WWII. a �
- -- z 497.7`
OVERFLOW • " "- ' ' ELEVATION 497.�o C� �
491.00 4 °-
o
__. -- 602
BI ON
ELENA = 49DI0
„ "WWII.- -- --' ' -►-
WWAC14 AREA = 49462 `SF, , 97.72
.� 0
8.00 FINISHED GI
t 497.67
�. X03 � -_
494. 49P
P
495.80 TRANSITION COU LI N
{ 498.20
EN_ GED P
-- OUTLET STRUCTURE.
STANDARD YARD INLET
WITH OPENINGS ON 4
SIDES. SEE DETAIL AND
SCHEDULE, THIS SHEET.
EL. 491.83
DVERFLOW EL. 491.00
4'
EL• 487.0 TOP OF STONE _U 000at" poo00a ©o a
0 0 0 0 p Q 0 6 4 0 DIA. UNDERDRAIN 0 0 0 { O 0 0 0 INV. IN 486.50
0 � � i �,,Q 0 a OX SLOPE
0 0 Y _ -E} anow
0 00000 00 0 000
000000018 0 0 000 °000 0
00000Q0U0U0U0Q0U0u0Uou �� _ INV. OUT 486.3 4" THICKNESS TOPSOIL•
_0_0_0_x. 0_0.0�.0,-,010,0,0 " -
4 THICKNESS CLEAN SAND -----
GEOTEXTILE FABRIC
BETWEEN SAND AND
STONE.
4" DIA. UNDERDRAIN
INV. = 484.83 24" THICKNESS
OX SLOPE #57 STONE
BOTTOM EL. 483.
SCALE: 1.= 20'
EL. 491.70 AT EDGE OF BERM.
-EL 492.00 AT MIDPOINT OF BERM.
r EL. 491.70 AT EDGE OF BERM.
' L'
3
24" RCP
STORMWATER B10FILTRATION CELL
:\13037\&V\13037. , CS- Enlarged Plan- "D,, 12,/f %2007 4:01:05 PM
• 100 YR. EL = 488.76
• 25 YR. EL• = 488.47
-=- - -- 10 YR. EL. = 488.32
INV 486.00 41- BOTTOM
EL 486.00
FEMALE ADAPTER WITH 3"
THREADED PLUG, SURROUNDED
BY 12 x12 CONCRETE APRON
8 THICK. PLUG SHALL HAVE
AN INVERTED NUT, OR SLOT AND
BE FLUSH NTH FINISHED GRADE.
4" SCHEDULE 40 PVC STACK
4" HDPE AND FITTINGS, SOLVENT- WELDED
"LONG - SWEEP ELBOW
C ANOUT DETAIL
AT UNDERDRAIN
6" THICKNESS CONCRETE -
APRON EXTENDING 12"
FROM FRAME, ALL AROUND.
OVERFLOW EL. 488.83_...
OVERFLOW EL. 488.0._._
�ovo�orovo_ - o- ovovovo"o"o"o"o� vovoVo�oro - o
0000000 c6- 0000000Qa0000000o c60 000000000000
C o 0 0 0 0 0 0 o c o 0 0 0 0 0 �
a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 o c o 0 0 0 0 0 0 o c o 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 o c o 0 0 0 0 0 o a c o 0 0 0 o a
0 0 0 0 0 0 0 0 o a o 0 0 0 0 0 0 0 0 0
0 0 0 0 c,s- o 0 0 0 0 0 0 o c,e• 0 0 0 0 0 0
o0000000� 0000000000000000 0� 000000000000
o °o °o °o °o o °o °o °o °o °o °o °a °o °c a °o °o °o °o °o° I�
1GM
CONC.
FILL
4' DIA. UNDERDRAIN
INV. =484.83 OUTLET STRUCTURE.
OX SLOPE STANDARD DROP INLET.
SEE DETAIL SHEET D2.
STORMWATER DETENTION AND scHEDutF. THIS
AREA (NORMALLY DRIB SHEET.
POND SECTION ASONNOO,A
STORM DRAINAGE STRUCTURE SCHEDULE
STRUCTURE DATA
PIPE DATA
Structure
Number
Structure Type
Rim/Top
invert In
North
Invert In
East
Invert In
South
Invert In
West
invert Out
To
pipe
Length Out
Pipe
Slope
Pipe
Diameter
Pipe
Material
#
13. STORM MANAGE PIPING SHALL BE REINFORCED CONCREIE PIPE (RCP`l CLASS III,
elev
elev
elev
elev
elev
elev
ENGINEER, THE ENGINEER HAS NOT CONDUCTED AN EXHAUSTIVE INVESTIGATION OF
ft
%
in
CONTRACTOR OR ANY OTHER PARTY RE THEM. THE CONTRACTOR IS ADVISED
A00
FES
475.80
NA
473.00
NA
NA
NA
OUTFALL
NA
NA
24
RCP
A01*
NCDOT STD. 840.01
478.00
NA
473.39
NA
NA
473.29
A00
29
1.00
24
RCP
A02
NCDOT STD. 840.01
479.75
NA
474.47
NA
NA
474.37
A01
98
1.00
24
RCP
A03
NCDOT STD. 840.01
479.75
474.83
NA
474.83
NA
474.73
A02
26
1.00
24
RCP
A04
NCDOT STD. 840.01
479.76
NA
475.35
NA
NA
475.25
A03
42
1.00
24
RCP
A05
NCDOT STD. 840.15
487.50
NA
484.00
NA
NA
483.29
A04
265
3.00
24
RCP
A06
RISER
488.00
NA
NA
483.20
NA
484.00
A03
83
15.17
24
RCP
A07
PIPE END
492.00
NA
NA
NA
NA
490.50
A05
43
15.00
15
RCP
A08
NCDOT STD. 840.15
MISSION
485.70
NA
NA
NA
NA
483.40
A06
11
1.80
6
PVC
501
FES
NA
NA
NA
490.33
NA
NA
OUTFALL
NA
NA
15
RCP
B02
NCDOT STD. 840.01
494.25
NA
NA
490.73
NA
490.63
801
30
1.00
15
RCP
B03
NCDOT STD. 840.01
494.50
NA
NA
491.24
NA
491.14
B02
41
1.00
15
RCP
504
NCDOT STD. 840.15
497.80
NA
NA
493.10
NA
493.00
B03
117
1.50
15
RCP
B05
NCDOT STD. 840.15
496.80
NA
NA
NA
NA
493.73
B04
59
1.00
15
RCP
B06
FES
NA
NA
NA
486.00
NA
NA
OUTFALL
NA
NA
24
RCP
B07
NCDOT STD. 840.15
491.00
NA
NA
NA
NA
486.30
B06
30
1.00
24
RCP
808
FES
NA
NA
NA
490.33
NA
NA
OUTFALL
NA
NA
24
RCP
B09
NCDOT STD. 840.01
495.20
NA
NA
491.13
NA
490.93
808
40
1.50
24
RCP
1310
NCDOT STD. 840.01
496.70
NA
NA
492.20
NA
492.10
B09
65
1.50
24
RCP
1311
NCDOT STD. 840.15
496.50
NA
NA
493.57
NA
493.47
81 1
127
1.00
15
RCP
B 12
FES
495.95
NA
NA
NA
NA
494.70
1311
113
1.00
15
RCP
e ADJUST STRUCTURE AND PIPING AS .SEE NOTE #13.
APPEARANCE, MM GRADUAL SLOPE CANSI41UM AND SMOOTH FLASHED SURFACES.
Footnotes
.�".
109 ALL FINISHED PAVEMENT AND YARD SURFACES SHALL BE GRADED AND FINISHED TO
FOR CURB INLETS, ELEVATION SHOWN AS RIMffOC IS FOR TOP BACK OF CURB.
FOR CATCH BASINS, ELEVATION SHOWN AS RIM1T0C IS FOR TOP OF GRATE
GROUT
FOR JUNCTION BOXES, ELEVATION SHOWN AS RIWTOC IS FOR TOP OF LID.
Mill
.
FOR YARD INLETS, ELEVATION SHOWN AS RIM TOC IS FOR FLOW LINEbn
NOTES - GRADING AND STORM DRAINAGE
1.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE TOWN
12. SIDEWALKS SHALL NOT EXCEED 2.0X CROSS- SLOPE.
OF CHAPEL HILL CONSTRUCTION STANDARDS„ SPECIFICATIONS, AND RES.
Z
CONTRACTOR SHALL. BE BIBLE FOR LOCATION AND PROTECTION OF UTILITY LINES
13. STORM MANAGE PIPING SHALL BE REINFORCED CONCREIE PIPE (RCP`l CLASS III,
AND OEM DURING CONSTRUCTION ACTIVITIES.
&
INFORMATION ABOUT EXISTING UNDERGROUND FACILITIES AND SUBSURFACE CONDITIONS
FOR ROOF DRAINAGE PING. SEE PLUMBING DRAWINGS.
14. �
INDICATED ON THE DRAWINGS IS BASED ON I FORMAMON READLY AVAILABLE TO THE
15: STORM DRAINAGE STRUCTURES SHALL CONFORM TO MCDOT STANDARDS. SEE SH C5
ENGINEER, THE ENGINEER HAS NOT CONDUCTED AN EXHAUSTIVE INVESTIGATION OF
�`Zow
SUCH FACIUTES OR CONDITIONS, AND THEREFORE MAKES NO WARRANTY TO THE
.: '. • :.*
CONTRACTOR OR ANY OTHER PARTY RE THEM. THE CONTRACTOR IS ADVISED
... j" • ; s ; .
THAT THIS INFORMATION MAY NOT BE AND THAT EXISTING UNSOUND
• =
►'�. • ; �ti, ��•
FACILITIES AND CONDITIONS MAY DIFFER FROM THOSE INDICATED ON THE DRAWINGS.
•�;• : • - .:...
THE CONTRACTOR IS ALSO ADVISED THAT IF DIFFERING CONDITIONS EXIST, THEY MAY BE
* • . , • •
ENCOUNTERED DURING THE COURSE OF THE PROJECT WOW* AND THEY MAY IMPACT THE
• • •
PROJECT SCOPE AND TIDE REQUIREMENTS.
Y.,_ ... ..�.,..... �. .M
too
* 4.
_. ......
ALL EARTHWORK OPERATIONS, INCLUDING TOPSOIL STRIPPING, STOCKPILING, EXCAVATION,
' 0
FILUNG,, COMPACTM TRENCHING, BA G,, RETAINING WALLS, AND FINE-GRADING,
CONNECTION
SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS OF A
WU'
GEOIECH1411CAL ENGINEER, WHO SHALL VERIFY THE SUITABILITY OF SOIL MA7ER4ALA
z
MONITOR EARTHWORK ACTIVITIES, AND PROVIDE COMPACTION AND STABILITY TESTING
O
DURING THE PROGRESS OF THE WORK.
5.
ALL SOIL UNDER PAVEMENT, BUILDING, AND WALKWAY AREAS SHALL BE COMPACTED TO
En
AT LEAST 98% OF THE SOIL'S MAXIMUM DRY DENSITY, AS DEIERMINED IN ACCORDANCE
WITH ASTM D-698, UNLESS 01MMVASE APPROVED BY THE OWNER AND THE
x
GEOTECFNCAL ENGINEER.
PRECAST REINFORCED 6.
.- WWII - ..,WWII
ALL PAVEMENT SUBGRADES SHALL BE LILY TES'1ED BY PROOFRQLLING UNDER
CONCRM COVER
THE DIRECTION OF A GEOTEtI;NIM
s • '+ 7.
I a
_
ALL EXCESS OR UNSt�TABLE SOIL SHALL BE HAULED OFFSITE AND LEGALLY DISPOSED.
" x W
SEE NOTES ON SHEET CS FOR MORE INFORMATION.
(ON 3 ) 8•
M
ALL SPOT ELEVATIONS SHOWN ARE FINISHED SUWACE ELEVA11ONS UNI11- OTHERWISE
*
NOTED. SPOT ELEVATIONS SHALL TAKE PRECEDENCE OVER ELEVATION CONTOURS. ALL
x
SPOT ELEVATIONS SHOWN ON CURB OR WALKS REFER TO TOP OF CURB OR WALK,
UNLESS 07HERVASE SPECIFIED.
9.
WHERE CURB% WALKS, OR PAVEMENT ARE SHOWN TO CONNECT TO EXISTING CURBS,
WALKS, OR PAVEMENT, SUCH CONNECTIONS SHALL RESULT IN A NEAT AND UNIFORM
S1 UC?URE PER
APPEARANCE, MM GRADUAL SLOPE CANSI41UM AND SMOOTH FLASHED SURFACES.
NCDOT STANDARDS
WITH MODIFIED TOP. 4' -0"
.�".
109 ALL FINISHED PAVEMENT AND YARD SURFACES SHALL BE GRADED AND FINISHED TO
HAVE POSITIVE SURFACE DRAINAGE TO A FREE- FLOWING DRAINAGE OUTLET, WITH NO
GROUT
IRREGULARITES OR DEPRESSM THAT WOULD CAUSE WATER POND INQ
Mill
.
11. NO PORTION OF ANY HANDIW PARKING SPACE OR ACCESS AISLE SHALL EXCEED 2X
•••- • •• •••
-7 -� == =•• -• ==
SLOPE IN ANY DIRECTION.
�
" •,• . • ,. • . • , • .;; . • : •
12. SIDEWALKS SHALL NOT EXCEED 2.0X CROSS- SLOPE.
6" CONCRETE
,
z
13. STORM MANAGE PIPING SHALL BE REINFORCED CONCREIE PIPE (RCP`l CLASS III,
14
CONFORMING TO ASTM C76, WITH PREF'� SEALING ND AT ALL JOINTS.
DZU&INAWD STRUM ICE
FOR ROOF DRAINAGE PING. SEE PLUMBING DRAWINGS.
14. �
Y" D E
15: STORM DRAINAGE STRUCTURES SHALL CONFORM TO MCDOT STANDARDS. SEE SH C5
z
FOR STORM DRAINAGE SCHEDULE
E
16. CONTRACTOR SHALL VERIFY AND COORDINATE EXACT POS1110NING OF STORM DRAINAGE
o
PL94MG AND STRUCTURES, AND SHALL MAKE ADJUSTMENTS S AS TO PROVIDE
�
PROPER CONNECTIONS, STRUCTURE LOCATIONS, ORENTA7IOMNS9 DIMENSIONS. ELEVATIONS,
� M
FRAME PLACEMENT, AND SURFACE DRAINAGE, PIPE LENGTHS SHORAN ARE APPROXIMATE,
Z
AND CONNECTION POINTS TO STRUCTURES ARE SHOWN SCHEMATICALLY, REFER TO
w
STORM DRAINAGE STRUCTURE DETAILS FOR S. OFFSETS, CLEARANCES,
•S 40
SETBACKS FROM CURB, AND OTHER REQUIREMENTS. MODIFY STRICTURES AS NEEDED
w
TO ACCOMMODATE LARGE - DIAMETER PIPIT,, MUL71PLE PIPE PENETRATIONS, AND PIPE
CONNECTION
1
1w
OUTLET STRUCTURE.
STANDARD YARD INLET
GRATE EL WITH OPENINGS ON 3
485.70 SIDES. SEE DETAIL
AND SCHEDULE. THIS
SHEET.
PVC END CAP
WITH A 3.6"
ORIFICE DIA.
IN CAP, INV.
EL. 483.40
INV. -0' 12"
483.20 CONC.
FILL
INV. OUT 483.00
24" RCP
TOP OF DAM
EL. 490.0
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3
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DATE: MARCH 26 2007
HORIZONTAL SCALE: 1"
VERTICAL SCALE: NA
PROJECT MANAGER: TMW
DRAWN BY: 8M M
PROJECT NO: 13037
DRAINING NAME: 13037.DWG
THIS DRAWING AND THE DESIGN SON
ARE THE PROPERTY OF CIVIL CONSULTANTS,
INC. THE INFORMATION ON THIS DRAWING IS
NOT FOR USE ON ANY OTHER SITE OR
PROJECT. THE REPRODUCTION OR OTHER
USE OF THIS DRAWING IN WHOLE OR IN PART,
WITHOUT WRITTEN GENT OF CIVIL
CONSULTANTS, INC., IS PROHIMED.
COPYRIGHT 2007 CIVIL CONSULTANTS, INC.
SHEET NO.
C5

PIN 9870680669
TAX MAP 7.18..1A
TRACT 723062
ORANGE COUNTY
DB 2894/274
TRACTS 1 & 2
PB 15/199
TRACTS 1 & 2
PR R3 /9R
1
1
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1
WI
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oc �
W
CL
0
Wi
Qi
1
1
15' X 25'
LANDFILL PERMANENT �
DRAINAGE
EASEMENT
EXTEND 24" CULVERT USING .4' PIPE
SEC71ON PLUS STANDARD FLARED- END
SECTION (BOTH SIDES. MAINTAIN EXISTING ,
PIPE SLOPEI' .0
RE- ADE 4vw
AS NTEDED
r,.000 i TO MA NTAI f _ -�.- - .. ----
/► • -r
FLO E0
OPOI
.0wo-11 77
+00 the
moo
WWI
. ,........... ..4..00
.Ar►: .. . . . ,,.,. ... ... ...r ......
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will wa�-
. < # j . 0
CLEAfflNI LIMIT , •
AND TREE`
`..~. -, PROTECTION
-FENCING •,,.. --XON � PP / i
PR15POSED
SA TARYj /
~ ~' � S R
E TO
LANDFILL f 1
(BY OTHERS)
0
to
co
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PIN 9870680669
TAX MAP 7.18..1A
TRACT 723062
ORANGE COUNTY
D13 2894/274
TRACTS 1 & 2
PI3 15/199
TRACTS 1 & 2
P13 83/28
LANDFILL
i
1
WI
ZI
WI
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a�
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(APPROXIMATE LOCATION)
30' WIDE PUBLIC (OWASA)
SANITARY SEWER
EASEMENT. 10
. �
PRq 9879 78252
�`�.� 'TAX M�(P 7.1 .:2
`�� � TIP CT 70� 5
JOHN TRAN
D13 3e25/509
(APPROXIMATE LOCATION) '�� �� / VACANT
8" SANITARY SEWER MAIN
EXTENDED BY OTHERS.
w � IC1►At =t APER
r•. 1�l T
I
5 WI D E
TEMPORARY
CONSTRUCTION
• EASEMENT FOR
_.�.�►.TE..�I�E
INSTALLATION
GRADING &STORM DRAINAGE PLAN
-7' wine D! 101 rn
� PIN 9870782525
G��,��• � TAX MAP 7.18..2
TRACT 704205
JOHN IRAN
DB 3625/509
VACANT
i
___
,ol 0-I f /
/
/ ♦f
� r
\ �O
'\ NORFOLK
AND
. SOUTHERN
RAILROAD
TO e r%V
STORM DRAINAGE STRUCTURE SCHEDULE
STRUCTURE DATA
PIPE DATA
-1
Structure Type
Rim/Top
kvert In
North
Invert In
East
Invert In
South
Invert In
West
Invert Out
To
Pipe
Length Out
Pipe
Slope
Pipe
Diameter
O�
#
elev
elev
elev
elev
elev
elev,
ft
%
in
A00
FES
to
-7' wine D! 101 rn
� PIN 9870782525
G��,��• � TAX MAP 7.18..2
TRACT 704205
JOHN IRAN
DB 3625/509
VACANT
i
___
,ol 0-I f /
/
/ ♦f
� r
\ �O
'\ NORFOLK
AND
. SOUTHERN
RAILROAD
TO e r%V
STORM DRAINAGE STRUCTURE SCHEDULE
STRUCTURE DATA
PIPE DATA
Structure
Number
Structure Type
Rim/Top
kvert In
North
Invert In
East
Invert In
South
Invert In
West
Invert Out
To
Pipe
Length Out
Pipe
Slope
Pipe
Diameter
Pipe
Material
#
elev
elev
elev
elev
elev
elev,
ft
%
in
A00
FES
475.80
NA
473.00
NA
NA
NA
OUTFALL
NA
NA
24
RCP
A01*
NCDOT STD. 840.01
478.00
NA
473.39
NA
NA
473.29
A00
29
1.00
24
RCP
A02
NCDOT STD. 840.01
479.75
NA
474.47
NA
NA
474.73
A01
98
1.00
24
RCP
A03
NCDOT STD. 840.01
479.75
474.83
NA
474.88
NA
474.73
A02
26
1.00
24
RCP
A04
NCDOT STD. 840.01
479.76
NA
475.35
NA
NA
475.25
A03
42
1.00
24
RCP
A05
NCDOT STD. 840.15
487.50
NA
484.00
NA
NA
483.29
A04
265
3.00
24
RCP
A06
RISER
488.00
NA
NA
NA
NA
484.00
A03
83
15.17
24
RCP'
A07
PIPE END
492.00
NA
NA
NA
NA
490.50
A05
43
10.96
15
RCP
W
U
1
• , `t ADJUST STRUCTURE AND PIPING. AS NEEDED. SEE NOTE #13.
GE ERAL NOTES
SHEET C7
SEE $H f♦ �! 1 �` ll 1 • EXISTING CONDITIONS INFORMATION SHOWN TAKEN FROM FIELD SURVEY PREPARED.
/ � � �
NE
!� ♦ �y 1 1 �� FOR ORANGE COUNTY ENTITLED TOPOGRAPHICAL SURVEY-PREPARED BY SUMMIT
FOR WATERLI , / l ♦ � 1
•� , !1 1 1� CONSULTING ENGINEERS DATED FEBRUARY 1, 2007.
WORK ALONG `� f � , 1
EUBANKS RO�60f 0LEARING LIkIT 2. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING
to '� �` >> �` UTILITIES PRIOR TO THE BEGINNING OF DEMOLITION AND/OR CONSTRUCTION.
, A��ID TREE \\ � /
btu f . 1 1 I
1 P�omcTION 1
�� 3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION ALL EXISTING U11UTIES TO
> LAN FENCING � , I A 11 3 WI m x 145* L-ON G t i REMAIN DURING ALL CONSTRUCTION ACTIVITIES.
SLOE EASEM T F� • as , `1
� ��,,. -.�- �� 1 , 4. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST NCDOT
RO`ADW�9►'Y E AN ENT . SPECIFICATIONS AND DETAILS.
' ' ' ' �.�•�' --'t�� 5. ALL CONSTRUCTION TO COMPLY WITH TOWN OF CHAPEL HILL AND NCDOT PERMIT
- • -- REQUIREMENTS.
!• - • ' -. ..._ - • 6. CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL MEASURES FOR ALL
-'' '� • ' ' - WORK WITHIN PUBLIC RIGHT OF WAY PER THE MANUAL ON UNIFORM TRAFFIC
' r� , ,��� CONTROL D TS DEVICES FOR STREE AND HIGHWAYS AND THE SUPPLEMENT TO THE
„
• , - , /
��r-- MUTCD AND LOCAL INSPECTORS DIRECTION.
r o , 13-x- 00 -1
„¢ _.� _ 7, NCDOT ENCROACHMENT AGREEMENTS AND NCDOT DRIVEWAY PERMIT ARE REQUIRED
° PRIOR TO ROAD CONSTRUCTION. A COPY OF APPROVED PLANS AND EXECUTED
AGREEMENTS ARE REQUIRED TO BE ON SITE AT ALL T1MES DURING CONSTRUCTION. -
' ' G INFORMATION ABOUT EXISTING UNDERGROUND FACILITIES AND SUBSURFACE
. . . . . . . . . . . 8 `
.. t . '��?►
. . . . . . , . . .,.. .,. CONDITIONS INDICATED ON THE DRAWINGS IS BASED ON INFORMATION READILY t3
�• ♦ • ` AVAILABLE TO THE ENGINEER, THE ENGINEER HAS NOT CONDUCTED AN
��,� 1• j EXHAUSTIVE INVESTIGATION OF SUCH FACILITIES OR CONDITIONS, AND THEREFORE
• A05 �� MAKES NO WARRANTY TO THE CONTRACTOR OR ANY OTHER PARTY REGARDING
' THEM. THE CONTRACTOR IS ADVISED THAT THIS INFORMATION MAY NOT BE
• �,r,X._ --- - COMPLETE, AND EXISTING UNDERGROUND FACILITIES AND MAY DIFFER FROM THOSE �C►
INDICATED ON THE DRAWINGS. THE CONTRACTOR IS ALSO ADVISED THAT IF
00000001 --- --'''X ' • • DIFFERING CONDITIONS EXIST, THEY MAY BE ENCOUNTERED DURING THE COURSE OF ' *•0�
40
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illillio 1K. X P REMOVE .• • • THE PROJECT WORK, AND THEY MAY IMPACT THE PROJECT SCOPE AND TIME �''�.,�� •`��
001111111111 X92 EXISTING REQUIREMENTS.
,,,.,.� �•-�� ,,,, ,,... -- -� � . �
�. CULVERT A D . , 9. ALL DIMENSIONS TO CURB ARE TO BACK OF CURB, ALL SPOT ELEVATIONS ON
0
64 err 1 I�CE HA ': , CURB ARE ON TOP OF CURB.
1 SLOPE 15" RCP• ; . �,
�, �l 10. SEE DETAILS ON SHEET D10 FOR PAVEMENT OVERLAY. WORK INCLUDES REMOVAL
W. ON � � � OF EXISTING REFLECTORS AND THERMOPLASTIC MARKINGS, PAVEMENT OVERLAY V1
)UTH SIDE �`� i ` ACROSS FULL WIDTH OF ROADWAY, LAYOUT OF MARKINGS FOR INSPECTION AND
1
APPROVAL BY NCDOT, AND PLACEMENT OF PERMANENT MARKINGS, REFLECTORS
• AND OTHER DEVICES. OMNI
e� 11. ALL NEW PAVEMENT MARKINGS SHALL BE THERMOPLASTIC. :>w
7th 0 1 12. AFTER INSTALLING CURB FORMS (OR STRING LINE, BUT PRIOR TO INSTALLING CURB pq Z
AND GUTTER, VERIFY CURB B GRAD E S AND ELEVATIONS WITH THE NCDOT AND TOWN 0=4
ENGINEERING INSPECTORS. ADJUST AS REQUIRED BY INSPECTORS. Cn 1=4
, 0
`` ` ~ ' •'1• 13, ADJUST LOCATION AND TOP ELEVATION OF CATCH BASIN A01 AS NEEDED FOR
4W20
O PROPER DRAINAGE AND ROADWAY SLOPE. COORDINATE WITH NCO I
B09 � .. C'�. NCDOT INSPECTOR � Q
PRIOR TO INSTALLATION. '�
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KEYED NOTES - ROADWAY IMPROVEMENTS
0
5' WIDE CONCRETE SIDEWALK (SEE DETAIL, SHEET D9). LOCATE
• �
• p,, � EDGE OF SIDEWALK 36 w BEHIND BACK OF CURB.
w
3o CONCRETE CURB & GUTTER sEE DETAIL. SHEET D9 .
2 C �
NORFOLK
3 EXISTING 20' WIDE PAVEMENT TO REMAIN.
�
AND
1.5 BITUMINOUS PAVEMENT OVERLAY. FULL WIDTH OF ROADWAY
. SOUTHERN 4 �
'� FROM STATION 6 +50 TO 13+60.
RAILROAD V4
TRACK 5 NEW BASE AND PAVING (SEE DETAIL. SHEET D9). t
T TAPER THERMOPLASTIC PAVEMENT MARKING (SEE DETAILS, THIS SHEET
MEN s �
O P A . AND SHEET D9 ,
2D - - _.�, � S�pE� o � �
REMOVE AND RE -SET SIGN, MAILBOXES. ETC. AS NEEDED.
�,. 22
Q 8 RELOCATE TRAFFIC SIGNAL CONTROL LINES AND CONTROL BOXES 22
�... ADDING TO NCDOT STANDARDS. LOCATION SOWN IS In m H-
. th APPROXIMATE. VERIFY PLACEMENT WITH NCDOT. USE NCDOT t�
PRE- QUALIFIED SUBCONTRACTOR FOR THIS WORK. W O
� OF NEW PAVEMENT WITH 4w WIDE SOLID WHITE EDGE LINE. •� Z w
135 9 i-08
G TAPER END OVERLAY ? z
TR1PtN w Y
STA. 13 +62 p 4 SOLID WHITE LINE.
<�
sampop MINI 8w DIAGONAL SOLID YELLOW LINE. SEE DETAI SHEET D9. Z >
.�.- -° 11 � 0 ... n 8
will, 0-ow ..�. _ �
1 4 �.
3 a. o 1
8 7 4" 0 N -- LU F-- w
� 2 SOU DOUBLE YELLOW LINE. � Z �
x• �r U
LU
1110" � y 4" WHITE MINI -SKIP LINE. w W i
<
REMOVE AND REPLACE EXISTING PAVEMENT MARKINGS, SEE �,,, tom•
. ,
. GENERAL NOTE 10. F- o
• < v7
P
.p . • L ABANDON EXISTING SIGNAL CONTROL LOGS AND INSTALL
f �5 � r r
.._- -• - NEW LOOPS A NG TO NCDOT STANDARDS. . LOCATION SHOWN ,
• IS APPROXIMATE. VERIFY ACTUAL LOCATION WITH NCDOT PRIOR TO w
INSTALLATION. USE NCDOT PRE - QUALIFIED SUBCONTRACTOR FOR IcEr �i cti
.--M THIS WORK.
doom 8w DIAGONAL SOLID MITE LINES. DATE: JANUARY 22 2007
•_ --... -�' 6
AY HORIZONTAL SCALE: 1 "M'
riT�'pF- W •••• -
• 7 ��..'X VERTICAL SCALE: NA
• • . • • 17 COORDINATE WITH UTILITY PROVIDERS FOR RELOCATION OF EXISTING PROJECT MANAGER: TMW
P UNDERGROUND UTILITY LINES AS NEEDED ALONG EUBANKS ROAD. DRAWN BY: emm
NCDOT TYPE HANDICAP RAMP. SEE GENERAL SITE NOTE ON PROJECT NO: 13037
PER •• 18 �'
-T A SHEET C2. DRAWING NAME: 1 7.D
_ _� . _ �•- -o•�fl 303 VG
OVERLAY
STA. 6+43,43 --
,.,,..........-- PP
GRAPHIC SCALE
0 ,d i p
PAVEMENT WIDENING &MARKING PLAN 1 �h � � &
P: \13037Wwg113037.dw9, Roadway, 11/20/2007 3:07:54 PM
10' 30' t '
4" FULL -SKIP LINE
4" SOLID DOUBLE m
YELLOW LINE �.
2 13' 2' 13• 12P 13•
4" MINI -SKIP LINE
PAVEMENT BARKING DETAIL
THIS DRi1VVING ANO THE a oN
ARE THE OF CNN. CONSIMT&M
W. THE H roffi ATION cm THIS N%Vnw IS
NOT FOR USE ON TINY OTHER 81TE OR
PROJECT. THE REPFODUG'TION OR OTHER
USE OF THIS O %MM IN MOLE OR N PART,
WITHOUT' WRITTEN CONSENT CW C1ft
COMUM I INC., IS PROIMT'ED.
COPYRIGHT 2007 CIVIL CONSLUANTS, W.
SHEET NO.
R1