20090011 Ver 3_Site Plan_20100405

i
1 RELEASE FOR PERMITS JCA 2/3/10
ILI ' IDNO. DESCRIPTION
7r -' HUID TUn
BY DATE < m -a 6
1ST ® 7S ;' t�,�.•q a
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APR 2010
BID SCHEDULE �; � co
OENR R QUALITYC/I
s s1 w E-, (�
BID ALTERNATE 001 : ALL WORK INDICATED, EXCLUSIVE OF TIMBER-
SHEET INDEX LEGEND
FRAMED PIER WORK, WHICH IS INDICATED TO BE BID ALTERNATE 002 . GENERAL CONSTRUCTION NOTES' E-
EXISTING NEW I. THE LOCATIONS SHOWN OF UNDERGROUND AND ABOVE-GROUND UTILITIES ARE
APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE ALL UTILITIES IN THE
CS COVER SHEET Q ,
BID ALTERNATE 002: ALL TIMBER- FRAMED PIER WORK. EOP EDGE OF PAVEMENT EOP- AREA OF WORK AND TO PROTEC
T THEM DURING THE COURSE OF CONSTRUCTION.
Cl OVERALL SITE PLAN - -OHE- - OVERHEAD UTILITY LINE 2. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SAFETY SIGNAGE, TRAFFIC SIGNAGE,
C2 ACCESS ROAD PLAN AND PROFILE -- -D-- - DRAINAGE PIPE ®D® LIGHTED BARRICADES, FLAG MEN, AND ANY OTHER MEASURE DEEMED NECESSARY TO ENSURE
THE SAFE AND EFFICIENT MOVEMENT OF TRAFFIC IN THE AREAS OF CONSTRUCTION.
3. SHALL BEC3 ACCESS ROAD PLAN AND PROFILE SILT FENCE SF SATISFFACOTO YNVEGETTATIVEA OTION VER CONTROL HASS BEEN CES EISTABLISHED AND EUPONDAPONLYPROVALTOF THE
C4 ACCESS ROAD PLAN AND PROFILE CLEARING LIMIT ---- CL PROJECT ENGINEER.
4. THE CONTRACTOR SHALL BE RESPONSIBLE TO PERFORM A VISUAL INSPECTION OF THE
C5 PARKING AREA - ENLARGED VIEW ----_6--- CONTOUR C WORK AREA PRIOR TO BEGINNING WORK IN ORDER TO DOCUMENT THE CONDITION OF THE
C6 TRAIL - PLAN PvimROFILE DIRECTION OF FLOW WORK AREA. THE CONTRACTOR SHALL DOCUMENT THE CONDITION OF ALL WORK AREAS PRIOR
- C7 TRAIL - PLAN & PROFILE
TO BEGINNING WORK. ANY DAMAGE THAT EXISTS AFTER CONSTRUCTION THAT WAS NOT00
x 5.6 EXISTING SPOT ELEVATION DOCUMENTED TO EXIST PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE a� 0
+ 65' NEW SPOT ELEVATION CONTRACTOR TO REPLACE/REPAIR.
C8 TRAIL . _ z
- PLAN & PROFILE 5. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL CONSTRUCTION SURVEYING.
c�
C9 DOCK PLAN, SECTIONS DETAILS 0 LP UTILITY POLE (LIGHT POLE) THE PROJECT ENGINEER WILL PROVIDE SITE BENCHMARKS FOR THE CONTRACTOR'S USE. � w z cal
PAuCo(XlUtdll( 6. THE CONTRACTOR SHALL CONFINE ALL HIS OPERATIONS WITHIN THE LIMITS OF C>' Ln
C10 DOCK SECTIONS � DETAILS
TBM WITH ELEVATION DISTURBANCE SHOWN. THE CONTRACTOR SHALL NOT BE PERMITTED TO WORK OUTSIDE THE C) 1-Li�-
LIMITS OF DISTURBANCE WITHOUT THE EXPRESS PERMISSION OF THE PROJECT ENGINEER AND m
C 11 DOCK CK SECTIONS 8c DETAILS THE INDIVIDUAL PROPERTY OWNER. x
MAG NAIL (CONTROL)
C12 FOOTBRIDGE IMPROVEMENTS TREE LINE 7. ALL IMPORTED FILL MATERIAL SHALL BE OBTAINED FROM A PROPERLY PERMITTED BORROW E z
PIT FACILITY.
PLAN & PROFILE STREET SIGNS -� -06
C 13 DETAILS SPECIMEN TREES TO REMAIN GENERAL WOiK ITEMS• '� W o
(SPECIES AS INDICATED) 1. ALL DISlV BED AREAS SHALL BE REVEGETATED IN ACCORDANCE WITH THE PROJECT r O
C 14 DETAILS VEGETATION PLAN AS INDICATED I
csax PAuut�tdTY ED ON DETAIL E, SHEET C14. -0
C 15 DETAILS SPECIFIC WORK. ITEMS x
- 060
$ c
ASPHALT ` 10 GRAVEL ACCESS ROAD, SEE DETAIL A, SHEET C13. '> m N
'- LO
F 02 ASPHALT PAVEMENT, SEE DETAIL B, SHEET C13. 0 O N
z CONCRETE APRON
- $• �"� NOTE:
CRAM OWNTY
1t�+ SECTION 401 & 404 WETLANDS ARE LOCATED CONCRETE
O ADA ACCESSIBLE TRAIL, SEE DETAIL C, SHEET C13.
® VEGETATED SWALE, SEE DETAIL D, SHEET C13,
WITHIN THE PROJECT LIMITS OF DISTURBANCE,
GRAVEL �__] 0 CONCRETE APRON SEE DETAIL E, SHEET C13.
AS SHOWN. THESE AREAS SHALL`NOT - -BE ® CONCRETE SIDEWALK, SEE DETAIL F, SHEET C13.
PAMUCO COLIdTY R x DISTURBED IN ANY MANNER WITHOUT PRIOR 404 WETLANDS HANDICAP ACCESSIBLE RAMP, SEE DETAIL G, SHEET C13.
WRITTEN APPROVAL OF THE US ARMY CORPS COASTAL WETLANDS ® HANDICAP PARKING SIGNAGE, SEE DETAIL H, SHEET C13.
OF ENGINEERS AND THE NC DIVISION OF P s
AVEMENT STRIPING, SEE DETAIL I, SHEET C13.
' WATER QUALITY. ABBREVIATIONS 10 CONCRETE WHEELSTOP, SEE DETAIL J, SHEET C13.
MAG MAG NAIL STA. STATION it PARK ACCESS CONTROL GATE, SEE DETAIL K, SHEET C13.
r P�oJECT AREA
O
LF LINEAR FOOT FO UNDERGROUND FIBER-OPTIC 12 GRAVEL CONTROL ENTRANCE, SEE DETAIL A, SHEET C14.
r� M14! CF CUBIC FOOT TBM TEMPORARY BENCHMARK 13 SILT FENCE, SEE DETAIL B, SHEET C14.
-N R CY CUBIC YARD RCP REINFORCED CONCRETE PIPE 14 0 CHECK DAM SEE DETAIL C, SHEET C14.
R W RIGHT-OF-WAY NWL NORMAL WATER LEVEL 15 PIPE INLET/OUTLET PROTECTION, SEE DETAIL D, SHEET C14.
l l t CRAVEN OW TY NV INVERT
C/L CENTERLINE
Gc SF SQUARE FOOT CL CLEARING LIMIT SEQUENCE OF OPERATION'
t�
dT 1. OBTAIN APPROVED EROSION AN D SEDIMENTATION CONTROL PERMIT FROM THE NCDENR'S
LAND QUALITY SECTION.
o �4� SITE DATA: 2. REVIEW EROSION AND SEDIMENTATION CONTROL REQUIREMENTS AT PRECONSTRUCTION
rzh^ OWNER/DEVELOPER: CRAVEN COUNTY GOVERNMENT CONFERENCE.
ti 406 CRAVEN STREET 3. INSTALL GRAVEL CONTROL ENTRANCE.
VICINITY MAP NEW BERN, NC 28560 4. ERECT SILT FENCING.
SCALE: 1`=10001f [phone] 5. CLEAR AND GRUB SITE. O
OVERALL SITE AREA: 132.8E ACRES
6. ROUGH GRADE SITE. INSTALL CHECK DAMS.
�+
SITE ADDRESS: BROAD CREEK ROAD 1600) 8. COMPLETE ROAD AND PARKING AREA CONSTRUCTION INCLUDING� � PA�UC4 COUNTY TAX PARCEL ID: 2-015-025, 2-015-020 ING 7. CONSTRUCT CULVERTS. INSTALL INLET AND OUTLET PROTECTION.
GRAVEL.
' "poko SITE ZONING: NONE 9. STABILIZE WITH SEED AND MULCH ALL AREAS NOT TO BE FURTHER DISTURBED BY W
•'�c�f' PORTIONS OF THE SITE ARE LOCATED IN SPECIAL FLOOD HAZARD AREA, ZONE "AE° & OTHER FLOOD AREA, ZONE 10. ADDITIONAL MISCELLANEOUS EROSION
SHADED X' AS SHOWN ON FEMA DFIRM 3720650000J, SAID DFIRM HAVING AN EFFECTIVE DATE OF JULY 2, 2004. N CONTROL MEASURES MAY BE REQUIRED WHEN �}
DEED REFERENCE: D.B. 2754, PG. 850 DEEMED AS NECESSARY BY THE PROJECT ENGINEER OR THE NGDENR'S LAND QUALITY SECTION.
AREA CALCULATIONS: 11. REMOVE GRAVEL CONTROL ENTRANCES AND SILT FENCING AT COMPLETION OF
PAMLICO COUNTY OVERALL SITE AREA: 132.8E ACRES
CONSTRUCTION AND THE ESTABLISHMENT OF FINAL VEGETATION.
c� ( SITE AREA WITHIN 75' AEC = 154,862 SF (3.555 ACt, 2.68% OF TOTAL SITE)
V* SITE AREA IN ZONE 1 NEUSE RIPARIAN BUFFER = 67,689 SF (1.554 ACt, 1.17% OF TOTAL SITE) MAINTENANCE PLAN:
o SITE AREA IN ZONE 2 NEUSE RIPARIAN BUFFER = 44,947 SF (1.032 ACf, 0.78% OF TOTAL SITE) I. ALL AREAS WILL BE FERTILIZED, SEEDED, RESEEDED AS NECESSARY AND MULCHED [ O
z
TOTAL AREA WITHIN 50' NEUSE RIPARIAN BUFFER = 112,636 SF (2.586 ACf, 1.95% OF TOTAL SITE) ACCORDING TO SPECIFICATIONS IN THE VEGETATION PLAN IN ORDER TO ESTABLISH AND
EXISTING CONDITIONS:
MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
q0� �
TOTAL IMPERMEABLE AREA ON SITE(OLD TOBACCO BARN) = 625 SF (0.014 ACf, 0.01% OF TOTAL SITE) 2. ANY SEDIMENT TRACKED ONTO THE ADJACENT ROAD SHALL BE REMOVED ON A DAILY BASIS. O
,oSITE IMPERMEABLE AREA WITHIN 75 AEC = 0 SF (0.000 ACt, 0.007. OF TOTAL SITE) 3. SEDIMENT SHALL BE REMOVED FROM BEHIND SILT FENCING OR CHECK DAMS WHEN THE ��-
SITE IMPERMEABLE AREA WITHIN 50' NEUSE RIPARIAN BUFFER = -0- SF (0.000 ACf, 0.00% OF TOTAL SITE) SEDIMENT ACCUMULATES TO A MAXIMUM DEPTH OF SIX INCHES. >
PROPOSED CONDITIONS:
NCSR I N SITE ADDITIVE IMPERMEABLE AREA = 93,195 SF (2.139 ACf, 1.61% OF TOTAL SITE) PDES PERMIT MONITORING REQUIREMENTS'
SITE IMPERMEABLE AREA WITHIN 75' AEC = 0- SF 0.000 ACf, 0.00% THE PROJECT NPDES CONSTRUCTION PERMIT REQUIRES THAT EROSION CONTROL DEVICES AND
( OF TOTAL SITE)
SITE IMPERMEABLE AREA WITHIN 50' NEUSE RIPARIAN BUFFER = -0- SF (0.000 ACt, 0.00% OF TOTAL SITE) STORM WATER OUTFALLS BE INSPECTED WEEKLY AND WITHIN 24 HOURS OF ANY 1/2-INCH
PROJECT AREA J� SUMMARY OF BUILT-UPON AREA (ENTIRE TRACT): O
RESTROOMS = 408 SF (OR GREATER) RAIN EVENT. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
PICNIC SHELTER 70453,417 SF
ENTRANCE ROAD = 53 CONDUCT THESE INSPECTIONS AND MAINTAIN RECORDS UNTIL THE AREA HAS STABILIZED,
EVIDENCED BY 95% VEGETATIVE GROWTH FOR AREAS RECEIVING SEEDING. TO FACILITATE
SIDEWALK/TRAIL 17,57E SF
PARKING AREA = 14 SF - BEEN ACCOMPLISHED INSPECTION RECORDS ARE TO BE FOR
961 SF RAINFALL MONITORING, A RAIN GAUGE IS REQUIRED TO BE ON-SITE. ONCE STABILIZATION HAS
PICNIC TABLE SLABS/ADA ACCESS -= 57 , FORWA
RDED TO THE PROJECT
FUTURE MISC. (ALLOWANCE) = 20,000 SF ENGINEER OR OWNER AND ALL TEMPORARY EROSION CONTROL MEASURES REMOVED. THE �+ O
TOTAL' 108,081 SF (2.481ACt, 1.94% OF TOTAL SITE) CONTRACTOR IS RESPONSIBLE FOR MAINTAINING COMPLIANCE WITH ALL PERMITS AND PLANS. �+
C
UTILITY SERVICES: WATER - NO WATER SERVICE TO SITE (FIRST CRAVEN SANITARY DISTRICT ANY CHANGES MUST BE APPROVED BY THE STATE PRIOR TO EXECUTION. A COPY OF THE
PUBLIC WATER SERVICE IS AVAILABLE) EROSION AND SEDIMENTATION CONTROL PLAN, LETTER OF APPROVAL AND NPDES SEWER - ON-SITE SEWER CONTAINMENT (PUMP AND HAUL) CONSTRUCTION PERMIT MUST BE MAINTAINED BY THE CONTRACTOR AT THE PROJECT SITE.
ELECTRIC - NONE
DOCK SUMMARY:
REFUSE - CRAVEN COUNTY PARKS AND RECREATION� TOTAL LENGTH OF SHORELINE ON PARCEL = 1,956 LF SPECIAL SEEDING NOTE
TOTAL ALLOWABLE PLATFORM AREA ( THE ANGLE FOR GRADED SLOPES AND FILL SHALL BE NO GREATER THAN THE
TOTAL PLATFORM AREA PROPOSED = 728 SF TOTAL DOCK SYSTEM AREA = 3,620 SF ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE
EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT SLOPES LEFT
J
EXPOSED WILL, WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF
GENERAL NOTES: GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR
My, SC,
THE RECEIVING WATER COURSE FOR THIS PROJECT IS UPPER BROAD CREEK, SURFACE WATER CLASSIFICATION PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO
SC, Sw, NSW, HAVNG A STREAM INDEX of 27-106(4). RESTRAIN EROSION. ADDITIONALLY, WITHIN 15 WORKING DAYS OR 30
CALENDAR
AREA MAP
2. SECTION 401 AND 404 WETLANDS ARE LOCATED ON THE PROJECT SITE, AS INDICATED. DAYS FROM THE COMPLETION OF THE PROJECT (WHICHEVER IS SHORTER), `
SCALE: 1"=ZOOO't 3. NEUSE RIPARIAN BUFFER AREAS ARE PRESENT ON THE PROJECT SITE, As INDICATED. PERMANENT GROUND COVER SHALL TI IA V1 I S N A
N ry
ct
BE ESTABLISHED.
• 4. CAMA AEC AREAS ARE PRESENT ON THE PROJECT SITE, AS INDICATED.
0,095

I RELEASE FOR PERMITS JCA 2/3/10
BID SCHEDULE '`r<
BID ALTERNATE 001 . ALL WORK INDICATED, EXCLUSIVE OF TIMBER- NO. DESCRIPTION BY DATE
FRAMED PIER WORK WHICH IS INDICATED TO BE BID ALTERNATE 002. Revisions
BID ALTERNATE 002: ALL TIMBER- FRAMED PIER WORK.
�. PAMLICO
-� COUNTY
Ln
CRAVEN
COUNTY _o a
E-
1
►-
a
J
BID ALTERNATE 002
WALKWAY/PIER
ELEVATED PLATFORM � Q0 0
TRACT "B" FISHING PIER/FLOATING DOCK ( o Ln
GIBBLE P.C. G, 138—D KAYAK STORAGE RACK �, N Q'
D.B. 1195, PG. 1101 HOLTON U
4508 COUNTRY CLUB RD.
NEW BERN, NC 28562
D.B. 1894, PG. 824. _W ,r
W�
® , m
S
TAYLOR �gP� / o z
TAYLOR D.B. 1434, oP� ® ® ® RESTROOM BUILDING > �
Q.B. 1463, PG. 190
�, C c0 O
RESTROOM AREA
® / ® UPPER BROAD CREEK = PAILICO X 1q
NEW 1 GRAVEL ARK ACCESS ROAD ® ® PICNIC SHELTER PICNIC TABLES 27-106((4 I COUNTY m N
1 SC,Sw,NSW
® ® C, ® 1 ® o o N
_ SHE o► �.
LONG BID ALTERNATE 002 ��
Q.B. 141 x ® CRAVEN
® �. ... 859 / ® ®
EXISTING WOODCOUNTY
GRIMES ' 1 FOOTBRIDGE
WETLA D CROSSI G #1 D.B. 1414, 00
...• _ _ 1
PG. 86 _ 1 _ _
2
NEW ADA ACCESSIBLE TRAIL
SANDERSON
D.B. 1199, �® _ �,.
PICNIC TABLES
PG._349 ....
10
CATON P.C. G, PG. 18—D
D.B. 1378,
PG. 190 ®® AMES
D.B. 1732, PG. 41 ( ��
r
® P.C. G, PG. 18—D
MARTENS ANDERSON
D.B. 2678, D.B. 1894, PG. 755 30 ;� <11
PG. 120 P.C. G, PG. 18—D f'
STATION 0+00
C L INTERSECTION B OAD REEK ROAD 0
AND NEW GRAVEL A CESS ROAD / 0
64 �
BR®qD 6 QUAIL WOOD C
O VILLAGE, LTD QUAIL WOOD VILLAGE, LTD
eR� R D.B. 1775, D.B. 1277, PG. 301 w
�q0 ANC�^ 67 66 62 PG. 14 211 WILSON POINT RD � 0 W
`�t' js� 68 NEW BERN, NC 28562
- 78 70
0 77 71 0
_ o o
73 QU p,\L SE � r 5
74
08D WOOD
/S/O
S(. �33 IA
A OVERALL SITE PLAN
® 2oFo 0 1 as 2oa 400
G 1 C 1 SCALE 1 "=200'
GRAPHIC SCALE: 1" = 200' 09095

I RELEASE FOR PERMITS JCA 2/3/10
NO. DESCRIPTION BY DATE
ct
cp
� r
�R�o NOR�N x Q SQL= 1 .6' 6 0 ` a,
40 D0
R=1 . ���
k SF-- --_"SF \
(D CD o o r �C�•�F rn� NSF
c� o o s 24" PINE
I
O x \
I I PARK ACCESS ROAD C `/
ENTRANCE LAYOUT x NZ - y s SF o
EXISTING WOODED a:
AREA, TO REMAIN O j S�/ s �O O)
CpA �- j 24" PINE E--a
. � ?1�1 x -I WETLAND CROSSING 1 0
�- EXISTING CLEARED - x9� o°/01�' �� j �xu k IMPACT=4,254 SQ.
AREA, TO REMAIN
's moo, 0.098 ACRES± I: c I x 3€} PINE
20'x7O' SIGHT
1 I TRIANGLE s 24" BEECH r-D / o t
6 y ` L � �r�✓l� I
J
STATIO 0+�0 INV.=13.3 I
f x j n 6' /c�- , -�- -�; ZEXISTING 404 WETLANDS ���� �,i "a, - -`°; .t� �k`Lh �J
C/L INTERSECTION BROAD CREEK ROaD e (N4'DEVE�oPMEN ) 1 of U
AND NEW GRAVEL ACCE S ROAD a \ AN2 '1 '04' P -+-16.0 9�
- °�
700' v' UX 1+00 ._
_ N20°04' 6»E 2+00
i
IL 50-
IIAG �` �� 266. 1' \ + �' - 20'x7O' SIGHT TRIANGLE
\ cv p O x O
STO S GIN
40LF NEW 18" RCP, P CE IN _' F ^ . . t.16.0 x x - 24" PINE { (TYPICAL)
FLOW LINE OF EXISTIN DITCFhINV = -
` V s LEGEND ASPHALT PAVE 15.1t CLEARING LIMIT
Q I
INV.=11.53' ( E ISTf 18" RCP - - --
D- -I-D a x - a `� x 022" BEECH EXISTING NEW EXISTING NEW EXISTING EOP TO R/W ; _0'R I- -50' TAPER-1 o
s LIMITS OF DISTURBANCE/ fs Lo ,n
IN =11. CLEARING LIMITS = 4.08 Aft EOP EDGE OF PAVEMENT EOPEOP
4; ';
` \ I 20'x70' SIGHT TRIANGLE s _
m I �'' r VERTICAL CO -OHE- OVERHEAD UTILITY LINE p :E,-. F." CL
,< CONTROL "CRA60"
o, �' '- BRASS DISC IN CONCRETE HEADWALL - - -D- -- DRAINAGE PIPE D ASPHALT EOP z
ELEV = 14.24' EXISTING WOODED
..:: w z CAI
zj AREA, TO REMAIN/ SILT FENCE SF m 30 R
CONCRETE APRON m Lo
-
n 30" PINE x CLEARING LIMIT ---- CE 15.1t CLEARING LIMIT w
CONCRETE x
_ ✓� o � �"� � GRAVEL PARK ACCESS ROAD
-----6---- CONTOUR 6
DIRECTION OF FLOW L - jGRAVEL C w Q
T 404 WETLANDS r�
�b NAIL SET x 5.6 EXISTING SPOT ELEVATION _
20.5'+ -� 00
+ 6.5 NEW SPOT ELEVATION COASTAL WETLANDS v C Lij o
ed LP UTILITY POLE (LIGHT POLE) Lo 0I
ABBREVIATIONS
TBM WITH ELEVATION
MAG MAG NAIL STA. STATION \ m o X r0
MAG NAIL (CONTROL) LF LINEAR FOOT FO UNDERGROUND FIBER-OPTIC L0 y
CD CD � '� mN
ALL WORK THIS SHEET IS BID ALTERNATE 001 DON
�- - -"-�� TREE LINE CF CUBIC FOOT TBM TEMPORARY BENCHMARK � N
CY CUBIC YARD RCP REINFORCED CONCRETE PIPE
rA ACCESS ROAD - PLAN STREET SIGNS - - R/W RIGHT-OF-WAY NWL NORMAL WATER LEVEL C PARK ACCESS ROAD ENTRANCE LAYOUT
C2 C2 SCALE 1 "=30' SPECIMEN TREES TO REMAIN INV INVERT C/L CENTERLINE C2 NOT TO SCALE
(SPECIES AS INDICATED) SF SQUARE FOOT CL CLEARING LIMIT
-100.00 VC 75.00' VC 75.00' VC 150.00' VC
HIGH POINT ELEV = 16.80 HIGH POINT ELEV = 16.80 PVI STA = 3+00 LOW POINT ELEV = 10.80
NIGH POINT STA = 1+50 HIGH POINT STA = 1+87.50 o PVI ELEV = 14.00 LOW POINT STA = 6+25
Lo o PVI STA = 1+00 -)CD � + 00 PVI STA = 2+25 � N PVI STA = 5+50 Lo � oi!
A.D. = 2.45 M ® GENERAL CONSTRUCTION NOTES:
O PVI ELEV = 16.80 PVI ELEV = 16.80 N `n K = 30.57 � �' � = PVI ELEV = 10.80
1. THE LOCATIONS SHOWN OF UNDERGROUND AND ABOVE-GROUND UTILITIES ARE
u; ,�; A.D. _ -1.95 A.D. _ -3.73 &; ,�; U; ,�; �;; ,�; A.D. = 1.28
w W v C� C> v APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE ALL UTILITIES IN THE
20 m m K = 51.28 w w m m K = 20.09 w m w w m m K = 117.19 w w AREA OF WORK AND TO PROTECT THEM DURING THE COURSE OF CONSTRUCTION.
20 2. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SAFETY SIGNAGE, TRAFFIC SIGNAGE,
LIGHTED BARRICADES, FLAG MEN, AND ANY OTHER MEASURE DEEMED NECESSARY TO ENSURE
+ THE SAFE AND EFFICIENT MOVEMENT OF TRAFFIC IN THE AREAS OF CONSTRUCTION.
3. EROSION AND SEDIMENTATION CONTROL DEVICES SHALL BE REMOVED ONLY AFTER A
18
- ¢ SATISFACTORY VEGETATIVE COVER HAS BEEN ESTABLISHED AND UPON APPROVAL OF THE
t i 18 PROJECT ENGINEER.
...........- _- _ - _ 0.00% -- z 4. THE CONTRACTOR SHALL BE RESPONSIBLE TO PERFORM A VISUAL INSPECTION OF THE
WORK AREA PRIOR TO BEGINNING WORK IN ORDER TO DOCUMENT THE CONDITION OF THE
- - - - - - - _ - _ -__ - _- _ - x WORK AREA. THE CONTRACTOR SHALL DO
16 - - _____-_ __-- -_-__ -_ __. ___ __- _ ___- _-_-_- - -- _- __ _.__-- -__ .____-- -_ _ -_ - __ -..-- -__ - -__ -__ -_ --___- _-_-- __-_ _._ __ DOCUMENT THE CONDITION OF ALL WORK
1.95% - FINISH GRAD - -- - -- - - - -- 16 TO BEGINNING WORK. ANY DAMAGE THAT EXISTS AFTER CONSTRUCTION THAT WAS RNOT
PRIOR
1.96q s DOCUMENTED TO EXIST PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE W CONTRACTOR TO REPLACE/REPAIR.
C/L DITCH LE RIGHT EXISTING RADE-�\ 5. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL CONSTRUCTION SURVEYING.
\ \ --.--- ._-__.-- _ _ _ _ - _ _ _ THE PROJECT ENGINEER 14 WILL PROVIDE SITE BENCHMARKS FOR THE CONTRACTOR'S USE.
6. THE CONTRACTOR SHALL CONFINE ALL HIS OPERATIONS WITHIN THE LIMITS OF
DISTURBANCE SHOWN. THE CONTRACTOR SH
ALL NOT BE PERMITTED TO WORK OUTSIDE THE W
40LF N W 18 RCP, PLACE -1N `\ - �:28% LIMITS OF DISTURBANCE WITHOUT THE EXPRESS PERMISSION OF THE PROJECT ENGINEER AND
FLOW LI E OF EXISTING DITCH -- - ---_ _-_ _ ,
W LAND CROSSING 1
1 - - - - - - - -- - __ - - --- -2 ___ -_--_-- _ - __ _ _ . .__ - _ __ __ -__ _ # THE INDIVIDUAL PROPERTY OWNER.
_ IM ACT=4,254..SQ. Ff.
e -- - - � ` - - 12 7. ALL IMPORTED FILL MATERIAL SHAD_ BE OBTAINED FROM A PROPERLY PERMITTED BORROW
FINISH GRADE 0.098 ACRES± PIT FACILITY.
10 GENERAL WORK I10 TEMS: ��-
_ - - - - 1. ALL DISTURBED AREAS SHALL BE REVEGETATED IN ACCORDANCE WITH THE PROJECT (�
- EXISTING GRADE- VEGETATION PLAN AS INDICATED ON DETAIL E, SHEET C14.
8 _ SPECIFIC WORK ITEMS cf�
8 D GRAVEL ACCESS ROAD, SEE DETAIL A, SHEET C13. 0
O2 ASPHALT PAVEMENT, SEE DETAIL B, SHEET C13.
0 ADA ACCESSIBLE TRAIL, SEE DETAIL C, SHEET C13.
- - _ -- 6 ® VEGETATED SWALE, SEE DETAIL D, SHEET C13.
Q5 CONCRETE APRON, SEE DETAIL E, SHEET C13.
© CONCRETE SIDEWALK, SEE DETAIL F, SHEET C13. �+
Q HANDICAP ACCESSIBLE RAMP, SEE DETAIL G, SHEET C13. 0
® HANDICAP PARKING SIGNAGE, SEE DETAIL H, SHEET C13.
99 PAVEMENT STRIPING, SEE DETAIL I, SHEET C13.
2 10- CONCRETE WHEELSTOP, SEE DETAIL J, SHEET C13.2 11 PARK ACCESS CONTROL GATE, SEE DETAIL K, SHEET C13°
12 GRAVEL CONTROL ENTRANCE, SEE DETAIL A, SHEET C14.
DATUM ELEV 13 SILT FENCE, SEE DETAIL B, SHEET C14.
0.00 14 CHECK DAM, SEE DETAIL C, SHEET C14.
15 PIPE INLET/OUTLET PROTECTION, SEE DETAIL D, SHEET C14.
O � O (o NO r7 � CD
N 00 LQ 00 1v mot, Cq r� CD
N d- M d- r7
GD oo
O ® CT� O 07 O O O O
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00
C/L INTERSECTION ACCESS ROAD
AND BROAD CREEK ROAD (NCSR 1600)
STA. 0+00 WETLAND IMPACT
rB ACCESS ROAD - PROFILE
��CHOR. SCALE 1"=30'
VERT. SCALE 1 "=3'
30 0 15 30 60
GRAPHIC SCALE: 1" = 30' 09095

8.86 x 9.09 9,14 9.5 7 1 RELEASE FOR PERMITS JCA 2/3/10
x 9.66 LLJ C>
LO
9.1 1 >, 9 16 x 9.21 9.41 9.44 9�15
_0[ -7,
ys p 9.19 - 0 �)�.
3OLF NEW 15" RC co
m lin-c
GE Z- NO. DESCRIPTION By DATE cr) ?=go=
932 SF 9.60 ul
863
F 10+00 11+00 12+00 13+00 14+00
9+00 N82*54'58"E 10-32
- -4- Revisions
:�e 9 4 - ------ - ----------->-(-918
.=8.6 9.13 x 9.10 649.18' 9 10-66 b
yv
_0 x 9,10 .51 x 9.4 7 9.41 >1 9 14 ,�
4- -R 9.17 1 x 9.98 10.01 9.55 )&�9,62 GE 60 9.74
--79-41 9�36 )<
SF elt - -
-7 A' IT 9.41
+
f co LIMITS OF DISTURBANCE/
00 4- 91 x 10.1
+ x 9-0 6 CLEARING LIMITS 4.08 AC± LEGEND
+ 9.10 EXISTING NEW
9.58 + j >c 9,76 9.94 IQ02 x 11.15
I"- I CD
W EETr rl;A N D CROSSING NG 4�4 kTLANDS�� x 9.62 x 9.23 8.98 x 10.28 _EOP EDGE OF PAVEMENT _EOP I C + /E�STI
IMP CT=4 4 W­ (NO DE LOPME4T) 8.97 x 9.88 9.96
-OHE- - OVERHEAD UTILITY LINE (D
9-WO. 9&.(ACRES 8.97 + + + x 8.99 9.77 lOng
x 9.574- 9.66+ + -4- + + x 9.23 DRAINAGE PIPE _D E- j
EXISTING 404 WETLANDS SILT FENCE SF
A ACCESS ROAD - PLAN (NO DEVELOPMENT) ALL WORK THIS SHEET IS BID ALTERNATE 001 CLEARING LIMIT - CL- 0
C3 C3 SCALE 1 "=30' CONTOUR -6
DIRECTION OF FLOW
14 x 5.6 EXISTING SPOT ELEVATION
14
ELEVATION
0 W
...... + 6.5' NEW SPOT
60� LP UTILITY POLL_ (LIGHT POLE)
WETLAND CROSSING #1 12
-6
TBM WITH ELEVATION
0.
_IMPACT=4,_2*5_4__SQ.- FT. _5%
12
FINISH GRADE
0.098 ACRES± 0.60%
-------- MAG NAIL. (CONTROL
._ EXtSTING-GRADE VC--j'o
X>Qx__ THE LINE
10 EXISTING GRADE
_T SIGNS STREET------- 150.0 J, Vc
+
-S TO REMAIN
LOW POINT ELEV M80 SPECIMEN TRUL 8
q LO LOW POINT STA 12+25 Q0
_D)
8 __30LF-N EW-- 15' RCF - L�j U) 0
CD + C� 'SPECIES AS INDICATE U-)
+ OC! PVI STA 13+00 c: Lo
00
cllj CD
PVI ELEV 10.80 m m CN Qn-
A.D. 7: 0.35
C> 6
LO
K ­28.57
+
6 ASPHALT z
Q0
+
---------------- _TE APRON
j CONCR'­ LLJ
LO
4
C) L'i C
CONCRETE
4
U-i
c-
CD
G�AVEL
X
4 E Lj <
LL_
m 2 404 WETLANDS Z
-------------
0
2
-00
COASTAL WETLANDS
(�o
-----------
c Q00
0 111 Ln 0
ABBREVIATIONS Ln
0
C) U-) (Z) Ln CD _ C) Q0 00 MAG MAG NAIL STA. STATION X
C) C) 00 00 . 00 00 C9 LF LINEAR FOOT FO UNDERGROUND FIBER-OPTIC 0 (_0
r- Oq cq O�? r- cq cq cq 0) 6 6 6 Cy) C)
00 C) trio m C) (Y) (D m C) -
- CF CUBIC FOOT TBM _11EMPORARY BENCHMARK
Ln
CY CUBIC YARD RCP REINFORCED CONCRETE PIPE u 0
8+00 9+00 10+00 11+00 12+00 13+00 14+00 R/W RIGHT-OF-WAY NWL NORMAL WATER LEVEL
INV INVERT C/L CENTERLINE
SF SQUARE FOOT CL CLEARING LIMIT
B ACCESS ROAD PROFILE WETLAND IMPACT
C3 C3 HOR. SCALE 1',=30'
VERT. SCALE 1 '=3'
x 9,1 8,81
>( 9.86 8.35 ZEXISTING WOODED 7.81 GENERAL CONSTRUCTION NOTES:
ZEXISTING WOODED AREA, TO REMAIN 1. THE LOCATIONS SHOWN OF UNDERGROUND AND ABOVE-GROUND UTILITIES ARE
15+00 APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE ALL UTILITIES IN THE
9.62 AREA, TO REMAIN/ &61 B-49 AREA OF WORK AND TO PROTECT THEM DURING THE COURSE OF CONSTRUCTION.
- - >,-519 122.01 CZ-1 X 8.15
`110-58 2. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SAFETY SIGNAGE, TRAFFIC SIGNAGE,
9,30
10,09 R'Z 5 0.0 x 8.25 LIGHTED BARRICADES, FLAG MEN, AND ANY OTHER MEASURE DEEMED NECESSARY TO ENSURE
x 0 x 9. THE SAFE AND EFFICIENT MOVEMENT OF TRAFFIC IN THE AREAS OF CONSTRUCTION.
r* 38
3. EROSION AND SEDIMENTATION CONTROL DEVICES SHALL BE REMOVED ONLY AFTER A
(7) 9,40
LIMITS OF DISTURBANCE/ SATISFACTORY VEGETATIVE COVER HAS BEEN ESTABLISHED AND UPON APPROVAL OF THE
+ _0
x 10.32 "00 1 CLEARING LIMITS = 4.08 AC± 9.07 x CL_ 8. PROJECT ENGINEER.
cn 8.91- S2 .06, 4. THE CONTRACTOR SHALL BE RESPONSIBLE TO PERFORM A VISUAL INSPEC11ON OF THE
x I- �l - __x ---
C-11 >( 1 40,, 703 A WORK AREA PRIOR TO BEGINNING WORK IN ORDER TO DOCUMENT THE CONDITION OF THE
!m7c Ft7) 10.32 10-9619 9.3 7 U t 8.7 7.92 X
ll� .0
+ 9.04 >c 7.9 7 WORK AREA. THE CONTRACTOR SHALL DOCUMENT THE CONDITION OF ALL WORK AREAS PRIOR
x C-0 11 _T�
x x 9.51 x 9.37 <!� 9.32 Cp X 21+00 4- TO BEGINNING WORK. ANY DAMAGE THAT EXISTS AFTER CONSTRUCTION THAT WAS NOT
10,29 ........... 8.98 INV.=6.7 - ------ t-- �4
9.50 4�0 8.86 G� DOCUMENTED TO EXIST PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE
11 - cj:_ 20 00 R TO REPLACE/REPAIR.CONTRACTOR
5. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL CONSTRUCTION SURVEYING.
ZEXISTING WOODED Lz:149 9+00 -------- C)
9.72 N .80' 7.95 d� THE PROJECT ENGINEER WILL PROVIDE SITE BENCHMARKS FOR THE CONTRACTOR'S USE.
AREA, TO REMAI INV.=6.7 0
uo 6. THE CONTRACTOR SHALL CONFINE ALL HIS OPERATIONS WITHIN THE LIMITS OF
&95 25LF NEW >( 7,22 7.83 X + DISTURBANCE SHOWN. THE CONTRACTOR SHALL NOT BE PERMITTED TO WORK OUTSIDE THE 0
8.39 ------- 15" RCP 7.2S rn LIMITS OF DISTURBANCE WITHOUT THE EXPRESS PERMISSION OF THE PROJECT ENGINEER AND
+ 0L_ x 7.76 THE INDIVIDUAL PROPERTY OWNER.
C ACCESS ROAD PLAN j- -I __ x 8.16 7. ALL IMPORTED FILL MATERIAL SHALL BE OBTAINED FROM A PROPERLY PERMITTED BORROW
C3 C3 +
J_ Z+EXIISTINd-404 LANDS PIT FACILITY.
SCALE 1 "--30' + -(NO DEVELOPMENT)
14 GENERAL WORK ITEMS:
14 1. ALL DISTURBED AREAS SHALL BE REVEGETATED IN ACCORDANCE WITH THE PROJECT
150.010, VC
VEGETATION PLAN AS INDICATED ON DETAIL E, SHEET C14.
LOW POINT ELEV 9.00
0
SPECIFIC WORK ITEMS
C�l LOW POINT STA = 20+00 CD
19+25 - -j-
-PV[-STA - 12
CD
00 i_ (Y=�
(D GRAVEL ACCESS ROAD, SEE DETAIL A, SHEET C13.
12 PVI ELEV = 9,00
ASPHALT PAVEMENT, SEE DETAIL B, SHEET C13.
A.D. ' 0.59 Li
-----------------t__ ADA ACCESSIBLE TRAIL, SEE DETAIL C, SHEET C13.
-------------- K 255�00
-0.59% FINISH GRADE
10 VEGETATED SWALE, SEE DETAIL D, SHEET C13.
-7
EXISTI G GRADE 7
10 -------
CONCRETE APRON, SEE DETAIL E, SHEET C13.
0.00%
CONCRETE SIDEWALK, SEE DETAIL F, SHEET C13.
- - - - - - - - - - - - - - - - - - - - -
0
50.00, VC_____4_ 8 OT HANDICAP ACCESSIBLE RAMP, SEE DETAIL G, SHEET C13.
EXISTING GRADE
8 HANDICAP PARKING SIGNAGE, SEE DETAIL H. SHEET C13.
OIGH POINT ST� 14+80.9� PAVEMENT STRIPING, SEE DETAIL 1, SHEET C13.
_ET Cl 3.
PVI -ST-A -
CONCRETE WHEELSTOP, SEE DETAIL J, SHE:
ET
NEW 15" RCP C)PVI ELEV 11.50
6 PARK ACCESS CONTROL GATE, SEE DETAIL K, SHEET C13.
CD
6
GRAVEL CONTROL ENTRANCE, SEE DETAIL A, SHEET C14.LO K 59.87 12
+ C14
------- SILT FENCE, SEE DETAIL B, SHEET C14.
V) CHECK DAM, SEE DETAIL C, SHEET C14.
4 E­�
PIPE INLET/OUTLET PROTECTION, SEE DETAIL D, SHEET C14.
4
M
2
2
-----------
0
0
C14 00 ND U-) Ln CD Lc-) U) CD CD CD (D
co clq CD CD CD OJ
Qc� r r- vi 00 co
00 00
CD (7� (7� C> 00 CD 00
15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00
30 0 15 30 60
D ACCESS ROAD PROFILE I
GRAPHIC SCALE: 1 30' 09095
_�_C E'S ROAD PLAN
L 0
SC�AE ��=3
ACCESS
HOR.
VERT.
EXIS AREA,
8.49
C3 C3 HOR. SCALE 1 '=30'
VERT. SCALE 1"=3'

7.86 - - 1 RELEASE FOR PERMITS JCA 2/3j 10
x 7,12 - ----- -Cl--
x x 7,40 - 29+00 9.30
6.57 _
x 54
7' /EXISTING
x 7.38 - _._ __._ - - -- O x -I x10 3.8 70x 7.50 - --Cl- 28+00 X - R=1 00.00_ ________ -9. ------i-- N0. DESCRIPTION BY DATE -
WOODED AREA - -- -------- -= - �- - 2;+0� f� 9.zg__-_ - - ------ c� -
TO REMAIN - -
-
u', x g -- - - `--r R - _______.._ - � DRevisions '
2 62- �'-
N = �._.�..-- - �=mot-
25+00 x�2 - --- �- O ,� - - -
_ +
o - x 8.56 --F---- `" -
Lrl
o ___... _ - x 7.6 - rn
I-x 6.87
78722'01 -----` o m
983.14' -- - �`--LIMITS OF DISTURBANCE/ LEGEND
- --- --� - - CLEARING LIMITS - 4.08 ACf EXISTING NEW
0 �- ~ -EOP EDGE OF PAVEMENT EOP LO
..._ �._------- "" _. x 8.41 x 8.35
- _ x 8.34 �
- - ""--- x ��77 x _ ONE- OVERHEAD UTILITY LINE �C
7.75 8 24 x 8.35 x 8.51 � Q �
x 7.4R x 8-04 - - -D- - - DRAINAGE PIPE D O
A ACCESS ROAD - PLAN ALL WORK THIS SHEET IS BID ALTERNATE 001 z SILT FENCE SF
C4 C4 SCALE 1 "=30' CLEARING LIMIT ---- CIL � �q co
-----6---- CONTOUR 6
DIRECTION OF FLOW W ..
150.00' VC 14 x 5.6 EXISTING SPOT ELEVATION � w W
14 + 6.5 NEW SPOT ELEVATION
150,0 ' VC HIGH POINT LEV = 10.00 � W �+
LOW POINT LEV = 9.00 - - - HIGH POINT TA = 28+25 N
I _ + PVI STA 27+50 + o 0 LP UTILITY POLE 'LIGHT POLE)
LOW POINT TA - 23+75 " T�PvI WITH ELEvAiION
12 M o PVI STA 24+50 �, PVI ELEV = 10.00 ® 12 -
N PVI ELE = 9.00 N &i �i A.D. = -0.33 �;
cii 6j A.D. 0.33 vi w - m K = 50.00 w w
m m K - 50.00 W W 0 MAG NAIL (CONTROL}
10 -- - _ - --- - - FINISH GRADE
-
- _- - 0. 3� - 10 r,�-Y-,,� LINE
FINISH GRADE
- - - - - - - - - - - - - - - - - - - _ _ - STREET SIGNS -�-
EXISTING GRADE , ;
EXISTING GRADE.._ - - -- -_ _ - - - - - - -- - - v �_- � _ -. - - -__ _ - - - � �- - - -_ ---- SPECIMEN TREES �0 REMAIN
g _ _ - - - _ 8 (SPECIES AS INDICATED) U)kmAM4 Ln o
- 00
LO
6 0 --- -- - -- _ - - -- --- �n ASPHALT �
C�l + z <o
N
CONCRETE APRON w N
r4- N Ln
cn '" .: N
4 W Z m
J - _ - -------- _ ------ - - - --- _ -_ _ __ - - _..__ ........_ _ GRAVEL
404 WETLANDS �
z
- - - - - - -- - - - - - - - - - _ COASTAL WETLANDS .
W 00
co
COO
o
0 ABBREVIATIONS �� L
MAG MAG NAIL STA. STATION i
p 0) o N o o a d M �+ �o o � N rn � o r? CD LF LINEAR FOOT FO UNDERGROUND FIBER-OPTIC O co
o , p ,� co r` rn co 00 00 00 a� o o� o a n
�' 6' a' 6' � 6' �' 6' CF CUBIC FOOT TBM TEMPORARY" BENCHMARK � > m N
CY CUBIC YARD RCP REINFORCED CONCRETE PIPE v O N
22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 R/W RIGHT-OF-WAY NWL NORMAL WATER LEVEL EL
INV INVERT C/L CENTERLINE
B ACCESS ROAD - PROFILE SF SQUARE FOOT CL CLEARING LIMIT
C4 C4 HOR. SCALE 1"-30'
VERT. SCALE 1 "=3'
x 8.86 I x 9.04
I x9.25 � x9,15 x9.15 �
x g �8 GENERAL CONSTRUCTION NOTES:
x 9.14 c� 1. THE LOCATIONS SHOWN OF UNDERGROUND AND ABOVE-GROUND UTILITIES ARE
" APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE ALL UTILITIES IN THE
LIMITS OF DISTURBANCE/ AREA OF WORK AND TO PROTECT THEM DURING THE COURSE OF CONSTRUCTION.
_ _ CLEARING LIMITS = 4.08 ACt x 9•04 9.13 x +
2. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SAFETY SIGNAGE, TRAFFIC SIGNAGE,
-�' - - - - CL - - - -- - - - 9.25 x 9.29 x 9.19 x LIGHTED BARRICADES, FLAG MEN, AND ANY OTHER MEASURE DEEMED NECESSARY TO ENSURE
- 30+00 _ Oj -x 8.71 9.11 x x 9.36 32+00 x 92 O x O1 :_g ox THE SAFE AND EFFICIENT MOVEMENT OF TRAFFIC IN THE AREAS OF CONSTRUCTION.
I - ---}-- -I ,0- N °02'05"E 33+00 34+00 9'35 35+00 9• 3. EROSION AND SEDIMENTATION CONTROL DEVICES SHALL BE REMOVED ONLY AFTER A
-+ 31.+00 - C"i65.T3' 1- - -ii - I- SATISFACTORY VEGETATIVE COVER HAS BEEN ESTABLISHED AND UPON APPROVAL OF THE
- - - - ._._ - _ _ - � 9- 5 - - - - OJECT ENGINEER.
4R THE CONTRACTOR SHALL BE RESPONSIBLE TO PERFORM A VISUAL INSPECTION OF THE
- - STA. 35+47.46 as. z WORK AREA PRIOR TO BEGINNING WORK IN ORDER TO DOCUMENT THE CONDITION OF THE
n „ x 97 8 8 C/L CUL-DE-SAC WORK AREA. THE CONTRACTOR SHALL DOCUMENT THE CONDITION OF ALL WORK AREAS PRIOR
x _ _ 8.8 74 g x ELEV.=10.5 o TO BEGINNING WORK. ANY DAMAGE THAT EXISTS AFTER CONSTRUCTION THAT WAS NOT
CO `� 8.67 8.60 x 79 4<. DOCUMENTED TO EXIST PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE W
I x 8.38 .I: ail o rz*m 8.55 8.54 x 19 CONTRACTOR TO REPLACE/REPAIR.
c� 5. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL CONSTRUCTION SURVEYING.
THE PROJECT ENGINEER WILL PROVIDE SITE BENCHMARKS FOR THE CONTRACTOR'S USE. r�
x 8 24 x 8.06 x 8.1 .98 7,81 6. THE CONTRACTOR SHALL CONFINE ALL HIS OPERATIONS WITHIN THE LIMITS OF
x 8.44 a < ' DIMITSROFNCE D DISTURBANCE WITHOUT THET�XPRESSSHALL
PERMIS ION KNITTED TO WORK OUTSIDE THE W 0
C LEE SHEET C5 FOR PARKING AREA - ENLARGED VIEW THE INDIVIDUAL PROPERTY OWNER. 0 THE PROJECT ENGINEER AND
ACCESS ROAD - PLAN SEE SHEET C6 FOR CONTINUATION 7. ALL IMPORTED FILL MATERIAL SHALL BE OBTAINED FROM A PROPERLY PERMITTED BORROW
C4 C4 SCALE 1 " 30' PIT FACILITY.
AL
K ITEMS:
14 0.0 ' VC 14 1A� DISRBED AREAS SHALL BE REVEGET 4 ATED IN ACCORDANCE WITH THE PROJECT
o VEGETATION PLAN AS INDICATED ON DETAIL E, SHEET C14.
-p Q LOW PAINT Eu 10.00 -
__ °+ o LOW POINT A = 34+80 L+,o
M o PVI STA- 35+Oo r`' - SPECIFIC WORK ITEMS E�
12 - - -
___._ ._.___.__ ___ _ _ _____ w 2 1 GRAVEL ACCESS ROAD SEE DETAIL A SHEET C13.
-._. _....-- ---- v v >>
_ ." _. ----..._, __ . vi w PVI ELEV = 10.00 ,
_A.a.__.._1,a5____- w-w _ 2 ASPHALT PAVEMENT, SEE DETAIL B, SHEET C13. t�
- -- _ _ - 0
FINISH GRADE K - 7.97 1.05% O3 ADA ACCESSIBLE TRAIL, SEE DETAIL C, SHEET C13.
0 00% - - -- -- 10 ® VEGETATED SWALE, SEE DETAIL D, SHEET C13. [--i
10
Q5 CONCRETE APRON, SEE DETAIL E, SHEET C13.
T - - ^ - - - © CONCRETE SIDEWALK, SEE DETAIL F, SHEET C13.
EXISTING GRADE - O7 HANDICAP ACCESSIBLE RAMP, SEE DETAIL G, SHEET C13. O
8
8 __ _-_- ___ _--."_-._ - __-_- ----_-----___--- -_-__-- -__ - ® HANDICAP PARKING SIGNAGE, SEE DETAIL H, SHEET C13.
PAVEMENT STRIPING, SEE DETAIL I, SHEET C13.
CONCRETE WHEELSTOP, SEE DETAIL J, SHEET C13.
6 6 11 PARK ACCESS CONTROL GATE, SEE DETAIL K, SHEET C13.
12 GRAVEL CONTROL ENTRANCE, SEE DETAIL A, SHEET C14.
SILT FENCE, SEE DETAIL B, SHEET C14.
14 CHECK DAM, SEE DETAIL C, SHEET C14.
w
15 PIPE INLET/OUTLET PROTECTION, SEE DETAIL D, SHEET C14.
t_c
0 0
o p ® � C) � ® 0-) CD coo - ® oo - CD C) ao 0 o c7
p C6 O - - 6j 6) p � ® m O 0) 6) 6) m
® 00 O 00 0 � O rn O 00 O cT O O � �
30+00 31+00 32+00 33+00 34+00 35+00 36+00
STA. 35+47.46 30 0 15 30 60
D ACCESS ROAD - PROFILE C/L CUL-DE-SAC
C4 C4 HOR. SCALE 1';,30' ELEV.=10.5'
VERT. SCALE 1 -3 GRAPHIC SCALE: 1" = 30' 09095

1 RELEASE FOR PERMITS JCA 213Z 10
r
NO. TDIESCRIPTION FBY DATE
Revisions
• ti.
EXISTING WOODED t '
AREA TO REMAIN �����.
ZEXISTING WOODED
AREA, TO REMAIN 9.64
G RESTROOM BUILDING
9.32
CItCl
_ �
9.29 ± - rc q
9.33 9.6 9.6 o �' CD
_s 0
8.77 g 02 i�CL FFE=10.0 9.6 FOR BID AONSTR COF T 01 n 9 41 GENERAL CONSTRUCTION NOTES: �"
x x 9.48 �"'� co
9.6 OD10OTW 1. THE LOCATIONS SHOWN OF UNDERGROUND AND ABOVE-GROUND UTILITIES ARE
1 .6TW a° . O APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE ALL UTILITIES IN THE
9 2 9 9TW- a 9 9TW AREA OF WORK AND TO PROTECT THEM DURING THE COURSE OF CONSTRUCTION. �, � C\2
-CL 2. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SAFETY SIGNAGE, TRAFFIC SIGNAGE, W
x 9.16 0 �, 1ps x 9.15 \ LIGHTED BARRICADES, FLAG MEN, AND ANY OTHER MEASURE DEEMED NECESARY TO ENSURE W W
9.33 �'�� 9 x 9.15 THE SAFE AND EFFICIENT MOVEMENT OF TRAFFIC IN THE AREAS OF CONSTRUCTION. --n W
\ 3. EROSION AND SEDIMENTATION CONTROL DEVICES SHALL BE REMOVED ONLY AFTER A
SATISFACTORY VEGETATIVE COVER HAS BEEN ESTABLISHED AND UPON APPROVAL OF THE
Vol� � � x 9.44
o PROJECT ENGINEER.
LIMITS OF DISTURBANCE/ lO.OTW 4. THE CONTRACTOR SHALL BE RESPONSIBLE TO PERFORM A VISUAL INSPECTION OF THE Q
CLEARING LIMITS = 4.08 Aft 9•2 � � � . . g•gTyy
9.7 0 OTW PICNIC TABLE ON SLAB WORK AREA PRIOR TO BEGINNING WORK IN ORDER TO DOCUMENT THE CONDITION OF THE
x g �' °. WORK AREA. THE CONTRACTOR SHALL DOCUMENT THE CONDITION OF ALL WORK AREAS PRIOR
x 9.18 g a a (BY OTHERS) (TYP. OF 10} TO BEGINNING WORK. ANY DAMAGE THAT EXISTS AFTER CONSTRUCTION THAT WAS NOT
x 9.04 x 9.25 �'� 5 \ DOCUMENTED TO EXIST PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE
c7 8
24'2 `S ° \ CONTRACTOR TO REPLACE/REPAIR.
9.5 �GRAVEL� 9.19 x 5. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL CONSTRUCTION SURVEYING.
ss- a � x 9.35
120' 9 5 9.29 x 6 - THE PROJECT ENGINEER WILL PROVIDE SITE BENCHMARKS FOR THE CONTRACTOR'S USE.
-50'---� 1 T' 9.04 6. THE CONTRACTOR SHALL CONFINE ALL HIS OPERATIONS WITHIN THE LIMITS OF
10.2TW 10.5TW DISTURBANCE SHOWN. THE CONTRACTOR SHALL NOT BE PERMITTED TO WORK OUTSIDE THE
24.2' ° 10.4TW LIMITS OF DISTURBANCE WITHOUT THE EXPRESS PERMISION OF THE PROJECT ENGINEER AND � �� 0
\ THE INDIVIDUAL PROPERTY OWNER. �_ LO Ln
r-----25 8 7. ALL IMPORTED FlLL MATERIAL SHALL BE OBTAINED FROM A PROPERLY PERMITTED BORROW .y Q0
9.13 x 9.5 a 9. 9.7 35+00 10.5 ° STA. 0+00
9.35 _ - \ PIT FACILITY. - 0
BEGIN ADA ACCESSIBLE TRAIL a� N
%s. z TRUCK/TRMLER ------- 0 d� ELEVATION=10.45 u r)
PARKING 34+00 }--- GENERAL WORK ITEMS: c0
o + � - - GRAVEL 9 7 LIMIT OF CONSTRUCTION
¢ CL g•7 �„ _ -� ��, 6 FOR BID ALTERNATE 001 8.29 1. ALL DISTURBED AREAS SHALL BE REVEGETATED IN ACCORDANCE WITH THE PROJECT LL! Z N
z x 9 20 --� - - VEGETATION PLAN AS INDICATED ON DETAIL E, SHEET C14.
�s. 03 7t� x 8.19 5�. CN
2
33+00 ________ 8.3V . °
o _ x 9.5 � a a a SPECIFIC WORK ITEMS � � LLJ
32't8.7 Q) m
0 ZGRAVEL 9 8`8 8.79 R5' 9.5 .a9.8TW" a : 87 - \ 10 GRAVEL ACCESS ROAD, SEE DETAIL A, SHEET C13. X
74 © © �� © 9.2 ° 5 9 7.81 Q2 ASPHALT PAVEMENT, SEE DETAIL B, SHEET C13. E L' I L-
�r x a
3 ADA ACCESSIBLE TRAIL, SEE DETAIL C SHEET C13. _ O Z
x .97 8.8 � � 8.5 4 �9' - 9 �. -. .9 8 9.�1�W �h 7.7 4 � O4 VEGETATED SWALE, SEE DETAIL D SHEET G13. � d-�
w �� �, © ® 9.2 9.3 ZGR VEL �,.. �.1TW Q > c9
n CL © © O 8.1 d 5 Q / 9.0 FFE=9.1 x 7.46 ® CONCRETE APRON, SEE DETAIL E, SHEET C13. j LO 0
w © _ 1' _IQ ; c © CONCRETE SIDEWALK, SEE DETAIL F, SHEET C13. r, W CI
9.2 x 8.55 1g SPACES @ 9' 17 g c a t�
°_'�'s 8.7 70 HANDICAP ACCESSIBLE RAMP, SEE DETAIL G, SHEET C13.
� 9.3 r�
8.60X © 8.7 CL ® HANDICAP PARKING SIGNAGE, SEE DETAIL H, SHEET C13. C) X
16.2' ° 7.1 7 PAVEMENT STRIPING, SEE DETAIL I, SHEET C13. } m N
PICNIC SHELTER F 10 CONCRETE WHEELSTOP, SEE DETAIL J, SHEET C13. k U 0 Lo
N
LIMITS OF DISTURBANCE/ - 7.06 ° C5 C14 1t PARK ACCESS CONTROL GATE, SEE DETAIL K, SHEET C13. CL
CLEARING LIMITS = 4.08 ACf _ - _ 12 GRAVEL CONTROL ENTRANCE, SEE DETAIL A, SHEET C14.
13 SILT FENCE, SEE DETAIL B, SHEET C14.
6.96 7.13 10" GUM 14 CHECK DAM, SEE DETAIL C, SHEET C14.
7.14 n 15 PIPE INLET/OUTLET PROTECTION, SEE DETAIL D, SHEET C14.
___.- 7.55 x 7.19 �'' x
____
° 6.85 ZEXISTING
TWREMDAEN
CREW
7.30o coN o
7.54
\ x LEGEND
EXISTING NEW
EXISTING WOODED 14" PINE EOP EDGE OF PAVEMENT EOP
AREA, TO REMAIN �
7.25 -
OHE OVERHEAD UTILITY LINE
_ _ _D_ __ DRAINAGE PIPE D
16" GUM SILT FENCE SF
SEE SHEET C6 FOR CONTINUATION CLEARING LIMIT - --- CE
A PARKING AREA - ENLARGED VIEW -- --6_--- CONTOUR 6
DIRECTION OF FLOW
C5 C5 SCALE 1 "=20' ALL WORK THIS SHEET IS BID ALTERNATE 001 X 5.6 EXISTING SPOT ELEVATION �
+ 6.5' NEW SPOT ELEVATION
�U LP UTILITY POLE (LIGHT POLE)
TBM WITH ELEVATION
MAG NAIL NONTR0L)
TREE LINE
STREET SIGNS -�- �
SPECIMEN TREES TO REMAIN O W
(SPECIES AS INDICATED) c
ASPHALT
CONCRETE APRON
CONCRETE
GRAVEL
404 WETLANDS
N COASTAL WETLANDS
ABBREVIATIONS
MAG MAG NAIL STA. STATION
LF LINEAR FOOT FO UNDERGROUND FIBER-OPTIC
CF CUBIC FOOT TBM TEMPORARY BENCHMARK
CY CUBIC YARD RCP REINFORCED CONCRETE PIPE
R/W RIGHT-OF-WAY NWL NORMAL WATER LEVEL
INV INVERT C/L CENTERLINE
SF SQUARE FOOT CL CLEARING LIMIT
2!0 _ 0 10 20 40
GRAPHIC SCALE: 1" = 20' 09095

I
SEE SHEET C5 FOR PARKING AREA - ENLARGED VIEW MATCH LINE STA. 5+00 1 RELEASE FOR PERMITS JCA 2/3/10
it
r� GRID NORTH w + EXIS�!NG 404 WETLANDS
n �� ` F fit`'►• (NO DEVEfii�3PMENT�_ LIMITS OF DISTURBANCE/ Cy
o; PIC IC
'` PLO, DE�� RIP ION BY DATE
k k ' 10" GUM ::=,.. 'j- Y f CLEARING LIMITS = 4.08 ACf 1'0 18" OAK S T � u
SHE TER r a
10" GUM s t'�- . .:,::.: ,•. .:
PICNIC TABLE ON ::.; ' ' ` =:~ ': �� -EXISTINp WOOD FOO`BRIDGE+ LIMIT OF EXISTING 3 r f
SLAB (BY OTHERS) 14' PINE �::
. OF 10 a 12" PINE SEE SHEET C1-2 FOR IM.PROVEMENTS-1 404 WETLANDS
°� 18" BEECH I�eV1SlOT1S = ` � �°�,,•4
.:.
x �'�� 10 GUM f �. Z' 2 " GUM 1
a-► _ 6° HOLLY LEGEND
_ 15" PINE SH � E _� ^� j_ �� 24" OAK EXISTING NEW
_ cp _
C6 ' /
x 'x °' -`' I Z c 16" GUM / ' FORS + 1 _." 1 EOP EDGE OF PAVEMENT EOP
� LIMIT OF EXISTING E_ i' D r a s'
`S' a I z 404 WETLANDS �Il F-L �- _ '� - -OHE- OVERHEAD UTILITY LINE
STA. 0+00 r, �, _f_ "'�.. ppo
BEGIN ADA ACCESSIBLE � EXISTING `404 WETLANDS F RIDp� k - --D- -- DRAINAGE PIPE D GENERAL CONSTRUCTION NOTES:
-----_ ELEVATION=10.45 rn -+ - (NO DEVELOPMENT) � i AfT CD � <C
N / ( '� SILT FENCE SF 1. THE LOCATIONS SHOWN OF UNDERGROUND AND ABOVE-GROUND UTILITIES ARE W
' CLEARING LIMIT --- - CL APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE ALL UTILITIES IN THE E, Q' '� O
AREA OF WORK AND TO PROTECT THEM DURING THE COURSE OF CONSTRUCTION.
+ 2. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SAFETY SIGNAGE, TRAFFIC SIGNAGE,
A ADA ACCESSIBLE TRAIL - PLAN o -6---- CONTOUR 6 � >
o LIGHTED BARRICADES, FLAG MEN, AND ANY OTHER MEASURE DEEMED NECESARY TO ENSURE O
C6 G6 SCALE 1"=30' DIRECTION OF FLOW THE SAFE AND EFFICIENT MOVEMENT OF TRAFFIC IN THE AREAS OF CONSTRUCTION. �I
3. EROSION AND SEDIMENTATION CONTROL DEVICES SHALL BE REMOVED ONLY AFTER A C\2
x 5.6 EXISTING SPOT ELEVATION SATISFACTORY VEGETATIVE COVER HAS BEEN ESTABLISHED AND UPON APPROVAL OF THE E
t PROJECT ENGINEER. u W
-+- 6.5 NEW SPOT ELEVATION 4. THE CONTRACTOR SHALL BE RESPONSIBLE TO PERFORM A VISUAL INSPECTION OF THE
LP UTILITY PALE LIGHT POLE) WORK AREA PRIOR TO BEGINNING WORK IN ORDER TO DOCUMENT THE CONDITION OF THE
( WORK AREA. THE CONTRACTOR SHALL DOCUMENT THE CONDITION OF ALL WORK AREAS PRIOR 0 �, � E-
TBM WITH ELEVATION TO BEGINNING WORK ANY DAMAGE THAT EXISTS AFTER CONSTRUCTION THAT WAS NOT � � �
------ ------------------- 14 DOCUMENTED TO EXIST PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE
MAG NAIL (CONTROL) CONTRACTOR TO REPLACE/REPAIR.
C L 5. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL CONSTRUCTION SURVEYING.
1 TREE LINE THE PROJECT ENGINEER WILL PROVIDE SITE BENCHMARKS FOR THE CONTRACTOR'S USE.
6. THE CONTRACTOR SHALL CONFINE ALL HIS OPERATIONS WITHIN THE LIMITS OF
ALL WOK THIS AREA 12 STREET SIGNS -�- DISTURBANCE SHOWN. THE CONTRACTOR SHALL NOT BE PERMITTED TO WORK OUTSIDE THE
I ALTERNATE 001 BI
D ALTER TE 001
B �+ LIMITS OF DISTURBANCE WITHOUT THE EXPRESS PERMISION OF THE PROJECT ENGINEER AND
- ----------- - - ------- --- ---- --- - - ---- --- - - - - . ........__ __ -_BID_&_ RNATE_002 -- -- - -- - -------- ------ --- - - - -_
-""- - - - -- -- � ' SPECIMEN TREES TO REMAIN THE INDIVIDUAL PROPERTY OWNER.
7. A P
(SPECIES AS INDICATED) ALL IMPORTED FILL MATERIAL SHALL BE OBTAINED FROM A PROPERLY PERMITTED BORROW
10 10 PIT FACILITY.
-2.ppq FINISH GRADE GENERAL WORK ITEMS: 00 O
STA:.2+53.84 STA: 3+56.12 °- �
0.00% Ln
0.00%-- - - _ ASPHALT DANCE WITH THE PROJECT N c9
g --._ _ __ ------ _ -- _-- ELEV:-6.0� _.. _ -- - - - -EL-EV:-6.48 -__ _- - - - , 8 a
AREAS SHALL B A DIN ACCORDANCE
- CONCRETE APRON VEGETATION PLAN AS
- - _._- - -' -E-7 ?1%-- - - -- - - - SPECIFIC WORK ITEMS INDI
CATED ON DETAIL E, SHEET C14
EXISTING GRADE .4 % � � � o CONCRETE : ° 1O GRAVEL ACCESS ROAD, SEE DETAIL A, SHEET C13. � �
- -- - - --- -- --.._.---------- - - --- - - - - 0 6 w z N
6 ---- -------- _ __._..-- ------ --- .. - ----- --- -- --- --- -----.. ----- - --- - --- - - - - -- - - - - - - i Q ASPHALT PAVEMENT SEE DETAIL B SHEET C13. -
GRAVEL , Lo
I / EXISTING GRADE C13 w N
ADA ACCESSIBLE TRAIL, SEE DETAIL C, SHEET
- --- -- - ----- - - - ------ -- - --- - ----- -- 404 WETLANDS o m
u' ® VEGETATED SWALE, SEE DETAIL D, SHEET C13.
X
4 ... _... ....._ _ - _ _ -_ - - ___ -_ \_ _._.. ' - - J 4 / COASTAL WETLANDS O CONCRETE APRON, SEE DETAIL E, SHEET C13. W Q
6 CONCRETE W TAIL F SHEET
SIDEWALK, SEE DE C13. �
s
I� Q
HANDICAP ACCESSIBLE RAMP SEE DETAIL G SHEET C13. -00
g ABBREVIATIONS > 'z
8 HANDICAP PARKING SIGNAGE, SEE DETAIL H, SHEET C13.
-- - _---40--�- ETLANDS- ----_-____.-___ -_ _ ___-- - ------ --- - 2 � o
2 .__.__ _____-- -_-_ _- -._-. ____.._. ,... .___ ___-- - _-- _ ---___ -____-- _- ----___. _ _ _ -_ _--_ __ ___ -_-__ _-__---- NO IMPA T THIS AREA MAG MAG NAIL STA. STATION Q9 PAVEMENT STRIPING, SEE DETAIL I, SHEET C13. w Q0 O
LF LINEAR FOOT FO UNDERGROUND FIBER-OPTIC 10 CONCRETE WHEELSTOP, SEE DETAIL J, SHEET C13,
CF CUBIC FOOT TBM TEMPORARY BENCHMARK 11 PARK ACCESS CONTROL GATE, SEE DETAIL K, SHEET C13. x r�
CY CUBIC YARD RCP REINFORCED CONCRETE PIPE O c0
o � � ® o �, � �, Co rn � � � � � � ,1, � �, o � 12 GRAVEL CONTROL ENTRANCE, SEE DETAIL A, SHEET C14. �...�
o r � C6 ri � ,� ' U-i _6 r i c � oo R/W RIGHT-OF-WAY NWL NORMAL WATER LEVEL 13 SILT FENCE, SEE DETAIL B, SHEET C14. °> N
INV INVERT C/L CENTERLINE 14 CHECK DAM, SEE DETAIL C, SHEET C14. U O N
SF SQUARE FOOT CL CLEARING LIMIT a
15 PIPE INLET/OUTLET PROTECTION, SEE DETAIL D, SHEET C14.
0+00 1+00 2+00 3+00 4+00 5+00
B ADA ACCESSIBLE TRAIL - PROFILE
C6 C6 HOR. SCALE 1"=30'
VERT. SCALE 1"=3'
18" OAK
0 16" PINE 24" HICKORY /
7
16" HICKORY 16" HICKORY 14" OAK k 00- 10" OAK 16" BEECH
� 1 c'' CH 8" BEECH
,
n
36" BEE
16 BEECH
•--CL- 16 BEE 20" BEECH _ tQO--------_ -
1 2
S
l ti
_. x x
-F+-.�_ . ......... .. .:..,... 7
:.,.... ...-.: 5 GUM � : .. 5-CL /""_,.:. _.. ... .
s • - °.:.....:..... .., . _. . _.-. . ._.. . .. - CL
PICNIC TABLE ON SLAB
�- 10 GUM \.' ::f -..: - • ; �/ I (B OTHERS) (TYP. OF 10)
GUM 10 HICKORY ---��
8 1 AK CL - ;: : o� LIMITS OF DISTURBANCE
Y THER
/�� CLEARING LIMITS = 4.08 ACt I
8" BEECH
20" BEECH 8' BEECH
20" BEECH k 7.80 � 0
20" BE EXISTING NATURAL TRAIL � W
k 66 TO REMAIN
G ADA ACCESSIBLE TRAIL - PLAN
I �+'
C6 C6 SCALE 1 "=30'
{
14 - _..-
14 � � �4
12 12
10 10
g - -0.22% - FINISH GRADE -_ - _ -- FINISH GRADE - _ _ - -
0.99 - - - - _ % - - � _ 8
_ 0
-.-.- -- _-.. .tee
-i
EXISTING GRADE EXISTING GRADE o
6 0 - M 6
N
4
2 - - - - - 2
r co co � rn o 0 0 0 0 0 0
O o m Lo � d' c9 N ,�-� I` c0 Gfl <t o d. 00 ('� `� C.O Qo lf-) � 4(') c9
5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 30 0 15 30 60
rD ADA ACCESSIBLE TRAIL - PROFILE
C6 UC6H0R. SCALE 1 "=30'
VERT. SCALE 1 "-3' GRAPHIC SCALE: 1" = 30' 09095
a

1 RELEASE FOR PERMITS JCA 2/3/10
-�-9 — NO. DESCRIPTION BY DATE ,
-�
a :.a
6
+90
- a.
_
Fes° .:-=
—
_ - Revis ions
c•
.. ... .:.:.. ...
t
.: .:. ......
_
a'
LIMITS OF DISTURBANCE/o
CLEARING LIMITS 4.08 AC
EXISTING NATURAL TRAIL LEGEND
9 3 cY ` ` s`.: o TO REMAIN k , EXISTING NEW
xpD 8 EOP EDGE OF PAVEMENT EOP— Ln
0)
— —OHE— — OVERHEAD UTILITY LINE O r::�
- - -D- - - DRAINAGE PIPE D ® U] O
A ADA ACCESSIBLE TRAIL - PLAN
_�� SILT FENCE SF
C7 C7 SCALE 1 "=30' —--
��o CLEARING LIMIT — CL �71 M m co
CONTOUR 6 Q
DIRECTION OF FLOW W
x 5.6 EXISTING SPOT ELEVATION W
_ __ _ __ + 6.5' NEW SPOT ELEVATIONO W
__ _
14 _, _ _ _ _ _ _ 14
0 LP UTILITY POLE (LIGH F POLE)
TBM WITH ELEVATION
12
12
MAG NAIL (CONTROL)
TREE LINE
10 _ __ _ _ _ _ _ _ __ 10 STREET SIGNS �-
e
SPECIMEN TREES TO REMAIN - 0
(SPECIES AS INDi'�ATED) �<aLO
LO
8 FINISH GRADE _ _ _ 0.09% — 8 '� 00 Q0
0.00% - - - - - - - - - - - - - - - - - - - - — � — — — — - — — — - - -
- - - - - — - - - - - - —
� I
— — — — — EXISTING GRADE z
o EXISTING GRADE o E= ASPHALT
6 __ _ _ __ _ N 6 CONCRETE APRON LL' z �'
EY-1 Ln
CONCRETE C -� m u
4 z Z 4 GRAVEL - Q x
J J
LiJ
T � � 404 WETLANDS C z
0
2 i COASTAL WETLANDS '> coo
2 C Q0 0
LW Ln 0
Ln
ABBREVIATIONS
MAG MAG NAIL STA. STATION C) x
O cVO r] O rN Ln d `n 00 Ln � °° � r7 � r r7 � cc� `� O 0
Lq u5 ,n ,n U co co r r r oo ao rn
,� r1 r; r: r r< r; r` ,\ 06 LF LINEAR FOOT FO UNDERGROUND FIBER-OPTIC —_ m
CF CUBIC FOOT TBM TEMPORARY BENCHMARKLn
N
CY CUBIC YARD RCP REINFORCi:D CONCRETE PIPE U 0 N
�u
13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 R/W RIGHT-OF-WAY NWL NORMAL WATER LEVEL
INV INVERT C/L CENTERLINE
B ADA ACCESSIBLE TRAIL - PROFILE SF SQUARE FOOT CL CLEARING LIMIT
C7 C7 HOR. SCALE 1"=30'
VERT. SCALE 1"=3'
GENERAL CONSTRUCTION NOTES:
1
ALL WORK THIS SHEET IS BID ALTERNATE 001 1. THE LOCATIONS SHOWN OF UNDERGROUND AND ABOVE-GROUND UTILITIES ARE
APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE ALL UTILITIES IN THE
/
AREA OF WORK AND TO PROTECT THEM DURING THE COURSE OF CONSTRUCTION.LIMITS OF DISTURBANCE/ 2. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SAFETY SIGNAGE, TRAFFIC SIGNAGE,
CLEARING LIMITS = 4.08 Aft
LIGHTED BARRICADES, FLAG MEN, AND ANY OTHER MEASURE DEEMED NECESSARY TO ENSURE
THE SAFE AND EFFICIENT MOVEMENT OF TRAFFIC IN THE AREAS OF CONSTRUCTION.
--�3j `C(~" .' ..:: •.,::.- 3. EROSION AND SEDIMENTATION CONTROL DEVICES SHALL BE REMOVED ONLY AFTER A
SATISFACTORY VEGETATIVE COVER HAS BEEN ESTABLISHED AND UPON APPROVAL OF THE
PROJECT ENGINEER.
0 4q; `;'•.=;..;: ;''' `i ;. 4. THE CONTRACTOR SHALL BE RESPONSIBLE TO PERFORM A VISUAL INSPECTION OF THE
WORK AREA PRIOR TO BEGINNING WORK IN ORDER TO DOCUMENT THE CONDITION OF THE
�oX PICNIC TABLE ON SLAB --_„� -';-: _�- -. � 8¢ _ �
mac., N (BY OTHERS) (TYP. OF 10) a- _. :+` •_:a - --tx— .�.. .:• :..:....:.::.:.-�4+80---.�_
: ,� r -� O� WORK AREA. THE CONTRACTOR SHALL DOCUMENT THE CONDITION OF ALL WORK AREAS PRIOR
�- • ;-- ,; -:.c' TO BEGINNING WORK. ANY DAMAGE THAT EXISTS AFTER CONSTRUCTION THAT WAS NOT
DOCUMENTED TO EXIST PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE
�'6 � CONTRACTOR TO REPLACE/REPAIR.
�g
5. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL CONSTRUCTION SURVEYING.
THE PROJECT ENGINEER WILL PROVIDE SITE BENCHMARKS FOR THE CONTRACTOR'S USE.
6. THE CONTRACTOR SHALL CONFINE ALL HIS OPERATIONS WITHIN THE LIMITS OF
3 -- — DISTURBANCE SHOWN. THE CONTRACTOR SHALL NOT BE PERMITTED TO WORK OUTSIDE THE `� W
`' '`' r;:-•' ''� Z LIMITS OF DISTURBANCE WITHOUT THE EXPRESS PERMISSION OF THE PROJECT ENGINEER AND
rC ADA ACCESSIBLE TRAIL - PLAN THE INDIVIDUAL PROPERTY OWNER.
~ !� � � 7. ALL IMPORTED FILL MATERIAL SHALL BE OBTAINED FROM A PROPERLY PERMITTED BORROW
CVC,
SCALE 1 "=30'
PIT FACILITY.
GENERAL WORK ITEMS:
1. ALL DISTURBED AREAS SHALL BE REVEGETATED IN ACCORDANCE WITH THE PROJECT { �y
VEGETATION PLAN AS INDICATED ON DETAIL E. SHEET C14. I�
14 14 SPECIFIC WORK ITEMS
GRAVEL ACCESS ROAD, SEE DETAIL A, SHEET C13.
Of)
O2 ASPHALT PAVEMENT, SEE DETAIL B, SHEET C13.
12 _ _ _ _ _ __ _ __ 12 O3 ADA ACCESSIBLE TRAIL, SEE DETAIL C, SHEET C13.
® VEGETATED SWALE, SEE DETAIL D, SHEET C13.
50 CONCRETE APRON, SEE DETAIL E, SHEET C13.
r�
10 _ __.. _ _ __ _ _ 10 �6 CONCRETE SIDEWALK, SEE DETAIL F, SHEET C13. �D
O7 HANDICAP ACCESSIBLE RAMP, SEE DETAIL G, SHEET C13.
FINISH GRADE 0.29% - - - - - ® HANDICAP PARKING SIGNAGE, SEE DETAIL H, SHEET C13.
1.0 % - - _ - - - - - - - —
_ .- - _ - - -
- - - - � ® PAVEMENT STRIPING SEE DETAIL I, SHEET C13. ~
- - - - - --- - - - 1 --- EXISTING GRADE 8 10 CONCRETE WHEELSTOP, SEE DETAIL J, SHEET C13.
�-EXISTING GRADE tOt PARK ACCESS CONTROL GATE, SEE DETAIL K, SHEET C13.
0 12 GRAVEL CONTROL ENTRANCE, SEE DETAIL A, SHEET C14.
6 + _ - - 6 93 SILT FENCE, SEE DETAIL B, SHEET C14.
co
N N 14 CHECK DAM, SEE DETAIL C, SHEET C14.
N N 15 PIPE INLET/OUTLET PROTECTION, SEE DETAIL D, SHEET C14.
uj
4 z.
J
U
2 2
..O ,. .. .., d- 0 ..,. .O b .. . to �. O r d t.C) Q. 00 r0 00 CV o0 O
.... c00 00 C � pp 00 r. 00 00 00 00 00 00 00 00 00 00 6� 00 aj 00 6') �
20+00 21+00 22+00 23+00 24+00 25+00 26+00
D ADA ACCESSIBLE TRAIL - PROFILE 3 0 0 15 30 60
C7 C7 HOR. SCALE 1"=30'
GRAPHIC SCALE: 1" = 30' 09095
VERT. SCALE 1"-3'

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NO. DESCRIPTION BY DAT M
1 t- 1- _ - - _I_ BID ALT I I - , ,- , , - - - 1 1 -(_,� 0 .+ + I _T_ tRNATE 2 � r I r , 4
*
z-47
I*,
!
Z_1z.�_-
�'-
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+ - -- + -- I -_ - _I_ - ) I- -L _ , J , - , 11 __ �- . ... . ONNC_/_ � _�___ �-- - :� I 7 -- / + �� Pu UST S0RffINr - � 4f
-1- 404 WETLAND Q 1111ARY - _-I-- -i - J_ - < ID + -t I / � I r 1 I� .. 11
-i_ __ 1__ -L *- -r T - , +:j — , _ 11 � Afr�GETQOL __+ _ I- I_ - --1 4- _ 1 1_
--/-- � I e I f__ 4- � _ � TR-fV�L - --
_ _ - _ � ­,, <-k -r � - 1 � � - ;+ - -
��­`� X 5.68 >c 4.02 _ _ � = < _� I _� -L y- ____: + _/_ _ , -/ _ , _ , ' _,
r ___�- - _ -V _� _ rI 1 1 1 � ,
24 BEECH � / �_ -L / A'- _ I 1 � 15x15 LEVATED \. FLOOD ZONE AE 1Z
\ x2.54, < � 3,75 - T eESS SF) =
_c, x - 1- L.
� , - /� - y � WE EA _ _ PLffF6f _(272 BFE8' �
z " ?.77> 36 BEECH 6,56 3.06 ' r ] T oD - — � I Q Q0
EXISTING WOODED E 4 -404 W'TLANDS -I- 1 -
EA, TO REMAIN x 3.20, -- NO DK-0P#ENT) _ I _� ,� _ � 1Xt< ELGP1 T - _� 1_� 1 � C . ,r
UPLANDS) 6.86 1� BEECH x 3.40 � (
-L _, ,- -/ ,_� � -, 1II
-I . I I _ CD
_ _ � _� ` C :
//,x -45 x7, x'6.17 mA -1 i- x_ 1_� 1 � , 1 ' I ,, I, ) 4
18, BEECH -f- /� - - , 1 � r, , - - _� r � _ 12--W% MPA 1
LIMITS OF DISTURBANCE/ — � 21" BEECH - 7 J- + :
= - ... . . ..�- .-._ -o —Cl-_cL 4 , ' _ j _1 _ 11 � 1 I -- %D(-00Rf%R � Iz 0
CLEARING LIMITS . x 8 - ­­ ; i: ;
X 8.91 . 29i00 r/ _L _ - _ , , , - , w1D &AeCE5WE, - , r_1 � , � - _� > Cr)cr)
I i - (L- - - __ � ' p I \ \ 2 D 1 1I LEG END , m
.15 3 .BEECH 24" BEECH 5 ;__ _q I11L, vu , , -�WO , YME - 'V' �T %� 4 ' N"_ 9 �- _ O _ � , EXISTING NEW Ec14 30" BEECH � � ' j.J r 1 � - : ,-, - , , � - - m /I LQ - 4. 6.�5x dS,37 f x 4 - / -,L - � 2 C - , , _EOP N _EOP
:
EDGE OF ­
�
';
I
_p - BY OTHERS TYP. OF 0 - 3, I- , , , , __ -OHE- - OVERHEAD UTILITY LINE � 4
It 61- ( ) ( ) I � I 3�50 , 42 + -1 , _�� ,- _ r r- , _' � I + I _ V - 11 --: U
,� zCI to WIDE GRAVEL AROUND � — EXI�TING WOODED <-33 /_, - _- � ­ _� I . 5c ,,__, - - -D- - - DRAINAGE PIPE D Q u 4 � <
- . n �68 - THIS LOCATION REMAINVr , � NIDr PO - a� � � , - �_�� _ 1 _
.97 AA 6 � � r , � _ __ � �� __� 1 � 1__, _ k _
(UPLANDS) / ­i_ � 1 - � - ' '_ � � It 1 Q U) (: u :
X'6.11 -�- a - M , ' - , _ '-
�
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GOB��P
I
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z I ai 1)�,
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0 SILT FENCE
— SF
0 . .I _ 1 -_/ � 1 � _ �
. . x 6.7,6 L I � � - IT -- ---
CL� � I , � ' k 1 / /"#
� — 1 ,- � I- � - AC LIM
8.75 x 8.22 "I i , � _ � ' - , � VW - --_ � / LLJ C7 _
9.5 - FLOOD ZONE AE i ZONE 2 RIPARJA� BUrFE ­1- 4 � � Zw � , , " _, - MOD� ALKAY � _ 4 � --
x 754 ' , <� - / -I 1jlw TAP WffLr _' � � 7' 0Q - _­ - _1 %_ � _f ­ , 1 � - , 1 C / / � ---6---- CONTOUR 6
." ' , I � 1 , )I � - , - - , - ,_55-WfDE -0 CESSI0 j %,� -BF -=8 _I 1 I , , pfL GPM � — = DIRECTION )
2 X_ ZONE 1 RIPARIAN � FFER T/ -�_ , � ,__ , - , � 1r ' � 1 I_� 1 , , rg 1* 1__ -- X 5.6 OF � W
C_ � _� � , , , 1 r r ' , _ � I . / I-, � X S
6 RESTROOM BUILDING -f- I_I , 1 � , - ,-, - � _ , -' , - r i ,IF- OAR Ar� ISTING POT ELEVATION
4) " Z_ --[ � 1_ , 1 , r - , , r , � r 1 � OF COASTAL VEGETATION
- , �C14 - � -7-- I- � , - - - 1 , ­ 1 � _ , ' " _ - ' r ,-, ,-' , ,NOlt & / + 6.5 NEW SPOT ELEVATION
-I- -I- 1r _ 1 _ 1 — _, , , r , _ - 1 , ,j _ - , . 8'X25 FLOATING DOC w 1 , %RMAL WATER LEVEL
.
- 0�0
r-
I -
1—1 � _ _- 11� 1� ,--
� - r - ' 1 � 1 -1 � , _ %&Q_
._�D_ki_1 eIm , I (200I SF)
' I _q*�L P UTILITY POLE (LIGHT DO LE)
0cQ-�_)
LLZ,Zn�
LfJ-
,(0X7.45- AI_ ' IBM WITH ELEVATION� , r , � ,- � g'L0,TRU�r 5RV+Noff-
4- _� _/- , -_� , � ,_, ,-' I—, _ _ - r , , , ,__ - - r I - -z , , _ ,-- �, �( � 1 � 1__ / _= ,_ -' Q CNC_-0C
/ _� �_ /__ _ I � _ , _ , 1 �� , , - _ � , j , � I � _ � , ' / _ � -I-
)A ADA ACCESSIBLE TRAIL - PLAN I - / MAG NAIL (CONTROL) r )
� E0)
CS C8 SCALE 1 =30 NOTE: SE VIEWS OF DOCKS, PIERS, RAMPS, ELEVATED PLATFORM AND KAYAK LAUNCH TREE LINE I Z N
STREET SIGNS + - Y Ln
- m _4
0X & SPECIMEN TREES TO REMAIN
(SPECIES AS INDICATED) 3 x
- i ZL
---- __ __ _ _- _- _ .-- ------ - I _ ____ --
-,
-
_­­__ __- _-_-_- _-__ -_-_- -----------_-- ­_:r:.I��.Iii;IiqIt.
- _ - _ __
­
-------- - __
_
1414 ------ - - - -- -
1 j
->cC.
LXn
000
C - Q0
C ASPHALT co
i < n = j0i = O LO
--- - - - i __ _ I --------- --- ­_-_-- - _ _ - - - - - -- - _ - ­ - - __ ---- -,----- - --�--- - _ CO N
----- - _ __ - (n ­ ___ _ _ -- - -- _ __ 12 rq12 — - --- - - ---- --- - ----- E
n CONCRETE
- _ __ __ I - ­.__ ­1 __ - -- ­ ­ 1­ 0
_ ___ L-1- - __ __ __ __ _ __ m - __ - _
- -- - -. ! L % i = M —
: I GRAV � �
M EL N
­ � _ __ � -_ - - � ­ - _ _ - _ . - - 60Ln
10 _ -_ ______ __ ___ __.- --- ----- _ - __ _ - ___ ___ 10 � 404 WETLANDS
0+0 ; 0- -Q ---- _­--------- .- - -- - _---- - - --­ .... _ . _ - - -- ----"-2 ___ __ _____ _
-------- ----.- -------------- ------- --------------- --,--�---,-,---- - - �-- '---- -- - __ ___ ________-, . ­__ _____­_ ­_­------ _ ___­___-
­_­ _ .. _________ �l- - ( I - COASTAL WETLANDS
- - _______ ___ - _ - ___ -----_ ------- _ _ _____ __ ___ - __­_ -- -- - ___-- - - _­ -8 - ------ -- -- -- _ _ _� _ _ t� I _ - I ­ --- _ - - 8
i
I _ ABBREVIATIONS
2 _ _­ ­ ­ I - - _ -- _____ _ _ _ - - _- ___ _ -_ -- __ ___ _ ___ --- _96 - - _ _
- ­­­ --­ _ -_-___ - - - - _-_----
I
co- - �I -4I-- --
-
TOP OF W .
:
..
STA. STATION
U) FINISH GR El AW I ­ -- I __ EC _ _ - __ - __ .1 A_ _ - --- - - - - - � - ­ - _ F LINEAR F
------ ------- . DERGR -
6 ----- _____ ­ _ _ I _ 6 UN OUND FIBROPTIC
N I CF CUBIC FOOT
- --
I--I--—--_-1-_-----.I--II­­"I1-_1�b­-­
�I
-­- ---_ ­-­-�-_I-­�--- __ ___-
-----..--------,,--- - -- __--1_. '----.----,- 7i!!:t!Ii.i!iiIiI.1.I;i:;ii!
----_-._--_,-_. _- ____�_I_____-_ - .------­---_-_--I--1---I
.q�Ir
-------_--_ ]--_-_-I_---_----__ _I_- --_ -__ _-___ _I____ _ 4::..I�.:�.qI�.�....:.:.�.�.��.
-_--_1____-- ---_--_--
--.--
_- -1_-____ _-_, -\
"\, \------\.-\---
-- --I 1I-—---
--_ ____ _ __ --- -- ------ -__L___­__________ 7 - -
_ ___ - _ _ __ _ � - I � " 0 t -- _ _ _­ -
/
-
�
_
414
INDIVIDUC.
AYL PCROUP B,EICFR CLTAEYY/G A O RMWD EN
ND RACNPY
OREINFORCED
U
R CONCRETE
DNECERET E PIPE
5 I \ - - � - - __ - ____ .- ---- - I -- R/W RIGHT-OF-WAY NWL NORMAL WATER LEVEL
w I -___________ __ - - ___ "� 7 _� 1-1 ___- ­ - --1 - . .­-____ -I -1-1- __ -­
---- --------- __ _ _____ - __ .00 __ - —- _ - _ : INV INVERT C/L CENTERLINE4 z EXISTING GRADE- 3.5 C 1
.
.
I
I I I
I--
4
- __ __ � � _ - I -- -- _­ __ ______ ___ ___ __= __ _A._ _ ______ ___ ­ ­ - _ ­ - __ ___ _­ _­ _ - ­­ - - -_ _ CL LEARING LIMIT
-,-,- ---
I ! i i
— _ - _ _- " __- -. ____ ; - - I-- - - - - ­- - - - - - _ - - ­ - ___ -
2 -- ---- ------- - -- ___ ____________ -, ---____.__ , -- 2
__ ___­----- _______ ___ ___ --- -__ - - ---
-- __ _ _____ __ ____ _ _ ._____ -----_ __ __ -_-__ __-- _­___-_­­ __­_ _----- ____ _ - --- - - ­­­ ­_­ - ------ --- ___ - _____ -1- ­__.__ -1- __ -
- _ _ _ __ _\ i = - : - - - . - - — : — — GENERAL CONSTRUCTION NOTES:
- _ - _______ _ -1 - -­__ .---- -- _­­ _1_ -----. - _- __ ___- 7 __ _ _ 'Z� __ ___ - _ _ _ ---
0 __-____________ - __---- -r--------------- _ ------- -------.------�--- --- ----. I _ — _ NORMAL WATER LEVEL*= -0.5'± 0 1. THE LOCATIONS SHOWN OF UNDERGROUND AND ABOVE-GROUND UTILITIES ARE-, _ APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE ALL U-nLITIES IN THE
. - - __ _ _ _ _I - I __
--- -
--- ___­__ ­ _ _ ---- - _ ______ ­ ­ _ RSE OF
STRUCTION
BLEAGE, RAFFIC AGE,2 THE CONTRACTOR IS REOI FOR P
t I \ - _ _ / ROVIDING SAFETY SIGNSIGN
-- _ - _ I 1 3 . __ --__
- ­ -- - - - 1 _ _ _ - -- !----- __ _ _____ - _ --- _ LIGHTD BARRICADES_ ­
-2 ---- ------------------ -j-------------- ---- -----__ --I -- --- - - / CI ENSUREMED NECESSARY TO
THE SAFE AND EFFI ENT OVEENT OF TRAFFIC INTHE AREAS OF CONSTRUCT10N
3. EROSION AND SE___ - DIMENTATION CONTROL DEVICES S
- -_ _ - -___ _ ____ - �­­_ - ­­ -- ! �-- __ ._____ --- ­ - - - __ -__ ___ - __ _ __ - --''----- _ _ _ HALL BE REMOVED ONLY AFTER A
­___ ­ _ SATISFACORY VEGETA11VE COVER HAS BEEN ESTABLISHED AND UPON APPROVAL OF THE
; _ PROJECT ENGINEER.
- - — --- --- --- ---- ___j___ ----- - ----- -­­ - ___ _ ___ - - - - __ - _ - _ _ - - ­ __ --
4 _ _ - ' TIN A / 4. THE CONTRACTOR SHALL BE RESPONSIBLE TO PERFORM A VISUAL INSPECTION OF THE
OF THEEXIS GGRDE\- — GINNING WORK IN ORDER TO DOCUMENT THE CONDITION
__ _ _ _ - __ - ____ I _.__----- -1. � - I -� - - _
- --- - - -- - - __- __- - ­­- ....-__ _ ___- __�- --- ____ - - /
__ ­_______ \ W A THE CONTRALTO SHALL DOCUMENT THE CONDITION OF ALL WORK AREAS PRIOR ­=
I ` TO BEGINNING WORK. ANY DAMAGE THAT EXISTS AFTER CONSTRUCTION THAT WAS NOT 4
--- ­ __ I - ___ ____ _ . -_ ____I—- _ - DOCUMENTED TO EXIST PRIOR TO CONSTRUCTION SHA
- -- - --- ­ ­­__ __ _ ___ _ � __ __ ---­­­ -- _ ­ I - - ___ -_____- ­__ � �- ______ - _ / LL BE THE RESPONSIBILITY OF THE
� -.
—
4�4,0P�c���Q1QE<<_
-2_�
-6 I ! . I i
!
I i IF_ _____ _- --- -- - _- __________­ ___ .- 1- ----.-- - I - - __ - � - _ - - _ _ _ - ­ - 1- - - - - I ____ _ __ 5. HE CONTRACTOR SHALREPARNSIBLE � fJ
______­­­ -- - -- - - - _­ ­_­___ __..__ -_- _ ­­ --- - ___ F -- __ - - --- ; / _/ BE RESPO LLCONSTRUCTION SURVEYING
! I I THE PROJECT ENGINEER WILL PROVIDE SITE BENCHMARKS FOR THE CONTRACTOR'S USE. E=
i I i -------- __- - - ____ ___ ­--- -1-.- -­ _­­ __.___ - - _______ _ w, .---.. . _ - - ___ _ -- 6. THE CONTRACTOR SHALL CONFINE ALL HIS OPERATIONS WITHIN THE LIMITS OF
___ i ---- __ __­;­_­ _____ ____ - - ___ 4---- ___ -_____ -___ -- _ -
-8 ------------ - ------ __ ------------- - ---------- ----- - ---- _ - _ ___ - - __ ___- __ -1I __ __ _­____ -- - / - DISTURBANCE SHOWN. THE CONTRACTOR SHALL NOT BE PERMITTED TO WORK OUTSIDE THE
! 1 / LIMITS OF DISTURBANCE WITHOUT THE EXPRESS PERMISSION OF THE PROJECT ENGINEER AND
----- --------- - - - --------- -- ---- -- - -- - __ ____­ ___ _ _______ ______ _ - - - -
-- - _ _ _ _ -- - ----C I 7 ALL IMPORD FILL MATERIAL SHALL BE OBTAINED FROMA PROPERLY PERMITTED BORROW
_ ­­-- I—­­ 1--- ­ -- m- ---------- - I - - ___ --­ I ­_ _ ­ __ ___ __ ___ ­ _­ ----_ ---- __ - -,- - - _ _ - - - : /- - - TE_ ­­- -------___ ­__ -
-10 _- ____ ____- ____ - PIT FACILITY
/
- _- __ ___ ___ - --- ____.­ ----- _ _ ---- _ __. ­­­_____ __-. _ - _ 1 ­ I -- . __- - __ _
_­­­ ._._---­­ __­ ----__ i i _ - _ � � -GENERAL WORK ITEMS'
1. ALL DISTURBED AREAS SHALL BE REEGETATDIN_. -1 -- - - _-I- - __ -, � � 1 - DANCE WITH THE JECT
-12 --------- -- I I ­ - . - �. -1,---I--- VEGETATION PLAN AS INDICATED ON DETAIL E. SHEET C14.- \ / PO
I - __ _- ___-,- - -,-- f -- - ---- - --- - -­ - i ­--- __ __,____._ __ _ _ _'. _______,._ ______ __ _ - � ­ --- - __ - ____ ___ - - - ____ -- - ,- SPECIFC WORK ITEMS
; , / DGRAVEL ACCESS ROAD, SEE DETAIL A, SHEET C13.- _ _ _ _ _ _ ­ _ ---------- ­­_ ­ ­ - ­ - _ -- - - _ ­ ______ __ / __ ----- --
-,----- --- - r - - -- - -
- ------- ----- ----­_ __ 0 ASPHALT PAVEMENT S
; EEDETAIL B SHEET C13
i____ .---,---- -- -__- ­ I ,- I".. --\ _ -- ­ ADA ACCESSIBLE TRAIL­­_ - ­ i ­ � -- ­__ - _ _ _ _ ___. ­ . C13.
-------- ___ r ___ _______ ----�----�-- - �� -- - IL CE SH
-- ------------------"- - -----
.__ SEE DETA EET
. i
VEGETATED SWALE SEEDETAIL D SHET C13D
_ - .______ ­--..� -.-;- - -------- -�--- _ __ __­___ __ --- -- ________ _____ ____ ___ - ___ __ - _ -"_ -------_ -----
-- --_--- - -�-- ------- - ----- ------ ----- ­_­ --- __ _ __ _ _ _ - -
-16 - I-- - ------.---.-- ------ -i 7 16 SEE DETAIL E, SHEET C13.
; . I 1 CONCRETE SIDEWALK, SEE DETAIL F, SHEET C13.
I - . 0HANDICAP ACCESSIBLE RAMP, SEE DETAIL G, SHEET C13,HANDICAP PARKING SIG-.__ _ - - - :-.- --- @ AGE, SEE IL H, SHEET C13.
- -- ---__ _ _________ ___ _ ---------- ______ ___ _ 18
-18 - - 11 _____ _ - - ­_ S DET EET C13f - 7___- PING, SEE AIL 1, SH .D PAVEMENT TRI
!
--- - _
_ - _ __ __ -� - _ ____ . _ ­ - - , - ____ ­ - -
____­_­ _­- _ - ---- -t -- - 1 -I - - - - - - - 1 - @ CONCRETE WHEELSTOP, SEE DETAIL J, SHEET C13.
I I 11 PARK ACCESS CONTROL GATE, SEE DETAIL K, SHEET C13. _�
-20 -20 0 GRAVEL CONTROL ENTRANCE, SEE DETAIL A, SHEET C14.
0 SILT FENCE, SEE DETAIL B, SHEET C14.
D -, " 4- � - - - r; 0 C " - " p , - 0 CHECK DAM, SEE DETAIL C, SHEET C14.
O O 0 0 1 cs ,� N) 6 6 6 6 I I I I I @ PIPE INLET/OUTLET PROTECTION, SEE DETAIL D, SHEET C14.
27+00 28+00 29+00 30+00 31+00 32+00 33+00
RAIL - PROFILE 30 0 15 30 60
C8 C8 HOR. SCALE I "=30'
VERT. SCALE 1"=3' _
GRAPHIC SCALE: 1" = 30' 09095
I
­_
-

1 RELEASE FOR PERMITS JCA 2/3/10
``��uu e�►n�r,
° ,�,
LOWERED RAIL AREA-POST TO POST (TYP OF 2) ADDITIONAL PIER/DOCK SPECI N0. DESCRIPTION BY DATE r FICATIONS: }` < o e� �
U'=
STANDARD RAIL HEIGHT ``
1. WOOD PRESERVATNE TREATMENT MINIMUM RETENTION IN POUNDS PER CUBIC FOOT (PCF) SHALL BE AS FOLLOWS:
Revisions
' �
-_--- 2.50 PCF ' ,� •a.•> •�®��v`
A. PILES:
B. CROSS BRACING 2.50 PCF
RAIL C. ALL OTHER FIXED DOCK WOOD COMPONENTS 0.40 PCF
D. ROUND PILE DIA. TO BE 8 INCHED 3 FEET FROM TIP (TYPICAL).
4x4 POST PROVIDE 8" X 8" SQUARE PILES AT OBSERVATION PLATFORM.
O O -
2. FLOATING DOCK
A. SHALL BE AS MANUFACTURED BY:
® u5 SOUND MARINE O Q
W Q 118 PORTWATCH WAY W a
- WILMINGTON, NC 28412 0 E-
O
M 910-395-9345 O . . r••r
DOCK SHALL BE STANDARD MODEL S-210 COMMERCIAL DOCK SYSTEM AS MANUFACTURED O
B. FLOATING
® BY SOUND MARINE WITH #1 SOUTHERN YELLOW PINE DECKING AND 18 INCHES OF FREEBOARD.
C. THE FOLLOWING ACCESSORIES SHALL BE PROVIDED:
0 1. RUB RAIL ALL SIDES P`�� x W
013 �" 2. CLEATS - 6 TOTAL ® �, �p� \ o W
F
3. ADA EDGE GUARD PER ADA REQUIREMENTS ��
4. ADA BOARDING RAIL
FISHING PLATFORM 0 3. GANGWAY 15'x15' ELEVATED PLATFORM
P
o ® WITH PARTIAL ROOF (272 SF)
o
= o A. WELDED ALUMINUM CONSTRUCTION Av*o'
�h A0.5
z o B. ADA COMPLIANT
C. WIDTH AS INDICATED / \
® D. SLIP RESISTANT SURFACE
4 E. TRANSITION PLATE EDGE OF COASTAL VEGETATION/
F. MINIMUM LIVE LOAD CAPACITY OF 100 POUNDS PER SQUARE FOOT NORMAL WATER LEVEL
I
- 4. FLOATING KAYAK LAUNCH o /
c0
o w AS MANUFACTURED BY: tSQ \ � �� O
A DOCK ACCENTS, INC. (OR APPROVED EQUAL) O P / y/
w Cr_ 6' s ' 1�? ,�-ROOF DRIP LINE, \ � �
WALKWAY ® �'
cl� 110Q2 GENERAL PULLER HWY. 16" RHANG �� c
HARTFIELD, VA 23071 3 10:
O 804-776-7710 o w z c\!
Ln
B. ACCUDOCK H-DOCK MODEL. - �
;
LLJ
C. COORDINATE ATTACHMENT HARDWARE WITH MANUFACTURER.
� X
5. ALL DOCK HARDWARE TO BE GALVANIZED OR ALUMINUM. \ C w
06
- PLATFORM 1 ELEVATION LOWERED RAIL SECTION @ FISHING PLATFORM - - -- ' Q0
B ENLARGED VIEW FISHING PLA 1"=2'
6 WIDE ADA ACCESSIBLE
�iy' '
C9 C9 SCALE 8.0
C9 C9 SCALE 1"-5' WOOD WALKWAY/PIER WITH
0, ADA HANDRAILS, BOTH SIDES 0 O
ZEXISTING COAST
AL WETLANDS 0
(NO DEVELOPMENT)
8.0' 8.0' \
EDGE OF COASTAL VEGETATION/ --�
NORMAL WATER LEVEL
PROVIDE ADA HANDRAILS, BOTH SIDES OF I
WALKWAY & RAMPS, POINT 'C' TO POINT 'D',
BID ALTERNATE 001 BID ALTERNATE 002 NOTE: ALL P I L E S SHALL HAVE A MINIMUM IN ACCORDANCE WITH DETAIL 1, SHEET C10
Y
10' EMBEDMENT BELOW EXISTING GRADE o --44' ;� -8' ,2.�k
i® 15.5' � �
1 0 5.5' v
Y ' wI
c' _
<n
m
c) o
w z c 1, 5.5 5•5' ,, �, FISHINGWOOD PIER '
(208 SF) N
290' (NOT TO SCALE)- o C�Rl1.5
5.5' S.5' Z -�
30' RAMP 14 ��1
3.5' H H H 5.5 -. - o
-. -- -
ASPHALT WALKING TRAIL
5.5'
3.5' H H IH 5.5 = 6' WIDE ADA ACCESSIBLE N
C. TYPCAL '- WOOD WALKWAY/PIER 9�\ _ _ �+
10' 0 CD
� TOP OF DECK z 1 6'
1D ELEVATION = 5.5' 30' RAMP
� 5• ` 3.0' 3.0' 0,6
co
2 _1 z �'
coo
N � C9 (10 I �
LEGEND: v .5' 3.0' y 3.0 -_1 [
B = CROSS BRACING REQUIRED BEYOND THAT INDICATED ON DETAIL 1, SHEET C10. 36'_ I ,B, i 0
H = ADA HANDRAIL REQUIRED IN THIS AREA, SEE DETAIL 1, SHEET C10. i ��.
EXTEND HANDRAIL i'-0°, PARALLEL TO DECK SURFACE, BEYOND POINT SHOWN ON PLAN.
LL
PROVIDE ADA HANDRAILS, BOTH SID S OF
WALKWAY & RAMPS, POINT 'A' TO P01 T 'B', �+
C10
A PLAN VIEW-DOCK IN ACCORDANCE WITH DETAIL 1, SH 5.5' WIDE ADA ACCESSIBLE I = r
ALUMINUM GANGWAY W
C9 C9 SCALE 1 "=10' /
/
z I ocj
EDGE OF COASTAL VEGETATION/
NORMAL WATER LEVEL
/ 1.0 1•u _.1
r 5.5'--
r M
r 8'x25' FLOATING DOCK
r (200 SF)
GUIDE PILE
(TYP. OF 3)
KAYAK LAUNCH, 2 PARTS, ADA ACCESSIBLE
(48 SF TOTAL) 9 BOARDING RAIL
3
z�
C9 �C10 l 0.5'
ALL WORK THIS SHEET IS BID ALTERNATE 002 3' 3'3' -�
10 0 5 10 20
09095
GRAPHIC SCALE: 1" =_1 0'

I RELEASE FOR PERMITS JCA 2/3/10
SLOPED 2x8 TOP .''
1/8 RADIUS-ALL CORNERS
NO. DESCRIPTION BY DATE v
1.5" CLEAR 2x6 (TYP) Revisions
5 1 CLEAR
1/8" RADIUS-ALL CORNERS` LLa,
2x10 CONTINUOUS HANDRAIL == (2) 1/2" DIAMETER CARRIAGE BOLT
WHERE INDICATED ON PLANS _ @EACH POST 0
2x6 CONTINUOUS
��A AQA ACCESSIBLE
5'-10" 2x6 TYP BOARQINO RAIL-,---, LO
— = N 4 16d NAILS ( ) ® �
EACH POST (TYP) NOTE:
SEE ADDITIONAL PIER/DOCK SPECIFICATIONS ON E. m CD
4 (2) 16d NAILS 2x6 {TYP) SHEET C9 FOR SPECIFICS OF FLOATING DOCK CONSTRUCTION 0
EACH DECK PLANK EXTEND PILE TO 4x4 POST @ 5' OC �, IQQ co
ALIGN EVERY OTHER POST WITH PILE
5/4x6 DECKING UNDERSIDE OF DECK THROUGH BOLT THROUGH PILE
cy
PROVIDE 1/8"DECKING
GAP --8' NOMINAL PIER WIDTH I Q
W
-- - FOR RIGIDITY TOP OF WALKWAY TIMBER PILING
ELEVATION = 5.5 Ilk)
-- (6) 2x10 JOIST - -I 0 I 6' TOTAL WIDTH FLOATING DOCK ( W �'
SPACED EQUALLY 1 0 I 3' WIDE FLOATING DOCK 3' WIDE KAYAK LAUNCH -
12" MIN. LAP 0 INTERIOR JOIST
1/2" DIAMETER CARRIAGE BOLT I I
(2) 16d NAILS 2x10X16" BLOCK CENTERED I I
EACH GIRDER ( BEVEL END AT POST (EACH SIDE) 1
0
(2) 202 GIRDER
N
5/8" DIAMETER THROUGH BOLT
NORMAL WAT R LEVEL = -0.5±
0 & A 17
2" WASHERS (TYPICAL)
'c0L0
�
o i I 00
c� c.0
2x10 CROSS BRACING WATER DEPTH VARIES �--- -- — —� �— — �,z
\ 0 AT ENDS AND EVERY 30 ± w z N
OTHER PILE LINELn
� � N
m�
— ROUND TIMBER PILE @ 10' O.C. ( x
Uo Q (8" DIA. AT 3' FROM TIP, TYPICAL) �, E w Q
8x8 BLOCK BETWEEN 00
d (_01 cQ0o
r EXISTING GRADE w L o
N � � � �
EXISTING BOTTOM r_0
1
m
N
U ON
wn �-
cn 3 CROSS SECTION @ FLOATING DOCK/KAYAK LAUNCH
ROUND TIMBER PILE @ 10' O.C. W
C9 C10 SCALE 1"=1'-0"
- -
Q
CROSS SECTION ELEVATION
rl_'� SECTION @ WALKWAY
C9 C1Q SCALE 1"=1'-O"
NOTE: ALL PILES SHALL HAVE A MINIMUM
10 EMBEDMENT BELOW EXISTING GRADE � .
5.5' (� >�
4y1
c�
el-
C�
CD P
•: C-'---
<c
Q_3
c
TOP OF WALKWAY -
ELEVATION = 5.5' = 12
o Lnt ;.
TOP OF WALKWAY 0,
.� F� � � �}��, �, ,. '
ELEVATION = 10' x „ �_®._®
0 2 N $t
CROSS BRACING
0 o CROSS BRACING
CROSS BRACING NO CROSS BRACING 6 I u�;�- - z a
nD 0—NORMAL WATER LEVEL i 11 I I II oo =
ROUND TIMBER PILE @ 10' O.C. _1 ELEVATION = -0.5±
ASSI T BAR �
(8" DIA. AT 3' FROM TIP, TYPICAL)
-3-4 3'----3' .3' 8' �I
\
-5
EDGE OF COASTAL VEGETATION NOTE:
� SEE "ADDITIONAL PIER/DOCK SPECIFICATIONS" ON
A KAYAK LAUNCH
NORMAL WATER LEVEL — SHEET C9 FOR SPECIFICS OF FLOATING DOCK CONSTRUCTION
2 SECTION @ RAMP AND LANDINGS
C9 C10 NOT TO SCALE
C9 C10 SCALE 1"=2'-O" ALL WORD THIS SHEET IS BID ALTERNATE 002
09095

1 4.5' WIDE WALKWAY TOP OF PILING RELEASE FOR PERMITS JCA 2/3/10
5.5 WIDE ADA ACCESSIBLE
ELEVATION = 11 .0'
- --- --- - ALUMINUM GANGWAY (25' LENGTH) �` ` : ` °• ,,�'�,
-- -- -- -- - - 6
L ) 0
NO. DESCRIPTION BY DATE = ` 'Z,
I I: TIMBER PILINGRevisions
- - -— - --
4 o .
TOP OF LANDING r:r
ELEVATION = 3.0'
0 o FLOATING DOCK
0 0
TOP OF DOCK
1 ELEVATION = 1 .0'
NORMAL WATER LEVEL = -0.5f 0
1..CJ
2 5 - E- O
20' 25'
8" DIA. PILE AT 3' FROM TIP, TYPICAL -3
-4
-5 8" DIA. PILE AT 3' FROM TIP, TYPICAL
0 � WN
-7 � U2G1 � Q
NOTE: EXISTING BOTTOM
SEE "ADDITIONAL PIER/DOCK SPECIFICATIONS" ON SHEET C9 FOR 8
SPECIFICS OF FLOATING DOCK AND ALUMINUM GANGWAY CONSTRUCTION _g
4x4 POST
10 SLATTED SEAT SURFACE
20"-24"
(PS
AMP TO FLOATING DOCK
CALE 1"--3'-0" 0 o
- 00
LO
2x6 FRAME � a� N j'
2x6 BRACE Al 4' ON CENTER �,z
DECK SURFACE r _W r'r LO
E W Q
� z
o
00
O > Q- 0
�o � o
� W � o
� o
M
{� u o N
A OBSERVATION DECK SEATING
NOTE: ALL PILES SHALL HAVE A MINIMUM
C8 C11 NOT TO SCALE
10' EMBEDMENT BELOW EXISTING GRADE
10.2' SHED ROOF
12
31
NOTE: BENCHES NOT
SHOWN FOR CLARITY cl)
30' RAMP 12.25' LANDING 30' RAMP 15' x 15' EL VA ED PLATFORM
—14
TOP OF INTERMEDIATE LANDING t36611
ELEVATION = 8.0' 12
6' WIDE WALKWAY— 10' LANDING -
11 _ TOP OF PLATFORM � � �
_ 10 12 ELEVATION = 10.5'
ir
_ 9
12
TOP OF WALKWAY s PILES AT ELEVATED PL TFORM E-1
ELEVATION = 5.5 5 SHALL BE SQUARE,
® ® CROSS BRACING " X 8" PILES AT ELEVATED PLATFORM
® ® 4 ` SHALL BE SQUARE, 8" X 8" �i
® 3 ® 0
® 2 PILES AT ELEVATE LATFORM
s
EXISTING GRADE 1 SHALL BE SQUARE, X 8"" �
NORMAL WATER LEVEL W
-1 ELEVATION = -0.5 C
j 8" DIA. PILE AT 3' FROM TIP, TYDICAL _2
3
-4
-5
EXISTING BOTTOM
Li
ED PLATFORM
2 SECTION @ RAMP LANDINGS TO ELEVATED r EDGE OF COASTAL VEGETATION/
C9 C11 SCALE 1"=4'-O" NORMAL WATER LEVEL
ALL WORK THIS SHEET IS BID ALTERNATE 002
09095

I RELEASE FOR PERMITS JCA 2/3/10 +> ri,f
I ..
NO. DESCRIPTION BY DATE
s � BID ALTERNATE 001 E 001 Revisions
vl s o n s
ALL WORK THIS AREA BID ALTERNATE 002
-- BID ALTERNAT
WETLANDS--
-- I
\ _ IS TING 404 WE �-
I (NO DEVELOPMENT) I C Lo
d'-�L GENERAL WORK ITEMS:
----- //
24 GUM GENERAL CONSTRUCTION NOTES: ® �
EXISTING WOODED VEGETATION PLAN AS INDICATED ON DETAIL E, SHEET C14.\ - — I
AREA TO REMAIN _� - ` -�---- 1 �✓--� 1. THE LOCATIONS SHOWN OF UNDERGROUND AND ABOVE-GROUND UTILITIES ARE 1. ALL DISTURBED AREAS SHALL BE REVEGETATED IN ACCORDANCE WITH THE PROJECT
1 �- - _ � APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE ALL UTILITIES IN THE 0) W a
_ 1 �( AREA OF WORK AND TO PROTECT THEM DURING THE COURSE OF CONSTRUCTION. SPECIFIC WORK ITEMS 0 �' U)
% N - - ° - --� 2. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SAFETY SIGNAGE, TRAFFIC SIGNAGE,
CL I - - ('�- - LIGHTED BARRICADES, FLAG MEN, AND ANY OTHER MEASURE DEEMED NECESARY TO ENSURE 1 GRAVEL ACCESS ROAD, SEE DETAIL A, SHEET C13.
_ THE SAFE AND EFFICIENT MOVEMENT OF TRAFFIC IN THE AREAS OF CONSTRUCTION.
CL- -' - - ONLY AFTER A 2 ASPHALT PAVEMENT, SEE DETAIL B, SHEET C13.
° - - � - 3. EROSION AND SEDIMENTATION CONTROL DEVICES SHALL BE REMOVED O
SATISFACTORY VEGETATIVE COVER HAS BEEN ESTABLISHED AND UPON APPROVAL OF THE O3 ADA ACCESSIBLE TRAIL, SEE DETAIL C, SHEET C13.
- 4+00
�_:__--=----�__ -e .:. . . . . 'l= , - PROJECT ENGINEER. � � �
„.. 0 4. THE CONTRACTOR SHALL BE RESPONSIBLE TO PERFORM A VISUAL INSPECTION OF THE C13
4 VEGETATED SWALE SEE DETAIL D SHEET
X OF THE O5 CONCRETE APRON, SEE DETAIL E, SHEET C1 .3
- - _ _ - - - - - - WORK AREA PRIOR TO BEGINNING WORK IN ORDER TO DOCUMENT THE CONDITION O W W
I
��-d-- - - - -I'_- CL WORK AREA. THE CONTRACTOR SHALL DOCUMENT THE CONDITION OF ALL WORK AREAS PRIOR ® CONCRETE SIDEWALK, SEE DETAIL F, SHEET C13. ,� W
CL' - - I TO BEGINNING WORK. ANY DAMAGE THAT EXISTS AFTER CONSTRUCTION THAT WAS NOT O7 HANDICAP ACCESSIBLE RAMP, SEE DETAIL G, SHEET C13. W
O L� ° R ANCE DOCUMENTED TO EXIST PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE H SHEET C13.
k _I__ ° LIMITS OF DISTU B ® HANDICAP PARKING SIGNAGE, SEEDETAIL , a Q Q
CLEARING LIMITS = 4.08 ACf `\ CONTRACTOR TO REPLACE/REPAIR.
12" PINE __-�� 5. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL CONSTRUCTION SURVEYING. O9 PAVEMENT STRIPING, SEE DETAIL I, SHEET C13.
-� \ THE PROJECT ENGINEER WILL PROVIDE SITE BENCHMARKS FOR THE CONTRACTOR'S USE. 10 CONCRETE WHEELSTOP, SEE DETAIL J, SHEET C13.
ZEXISTING
WOODED 6. THE CONTRACTOR SHALL CONFINE ALL HIS OPERATIONS WITHIN THE LIMITS OF
404 WETLANDS _ - I 11 PARK ACCESS CONTROL GATE, SEE DETAIL K, SHEET C13.
' ZEXISTING -
-�-, :. X (NO DEVELOPMENT) _� \ AREA, TO REMAIN DISTURBANCE SHOWN. THE CONTRACTOR SHALL NOT BE PERMITTED TO WORK OUTSIDE THE
- i 1 12 GRAVEL CONTROL ENTRANCE, SEE DETAIL A, SHEET C14.
i LIMITS
TINOF DISTURBANCE
PROPERTY OWNER HE EXPRESS PERMISION OF THE PROJECT ENGINEER AND O
(' 13 SILT FENCE, SEE DETAIL B, SHEET C14.
7. ALL IMPORTED FILL MATERIAL SHALL BE OBTAINED FROM A PROPERLY PERMITTED BORROW 14 CHECK DAM, SEE DETAIL C, SHEET C14.
PIT FACILITY. 15 PIPE IN PROTECTION, SEE DETAIL D, SHEET C14.
10" GU ' I --� i ! r
Ln
00 LO
Q0
I
z �o
W zN
_ LO
I-`-I
OTBRIDGE IMPROVEMENTS - PLAN
(WSCALE 1 =10
W �
�I c z
O
� CD
> C9
C c9 O
W LO 0
LEGEND LO I,
EALLIMPROVEME
NTS TO EXISTING WOOD FOOTBRIDGE ARE BID ALTERNATE 002 EXISTING NEW EXISTING NEW
— m N
EOP EDGE OF PAVEMENT EOP O N
11 — —OHE— — OVERHEAD UTILITY LINE
— — —D- — — DRAINAGE PIPE D — ASPHALT
11
002 BID ALTERNATE 001 - SILT FENCE SF CONCRETE APRON
®----- BID ALTERNATE 001 ALL WORK THIS) AREA BID ALTERNATE — _ _
CLEARING LIMIT — CL CONCRETE
10 ___ ---- CONTOUR 6—
GRAVEL
10 DIRECTION OF FLOW-
EXISTING SPOT ELEVATION � 404 WETLANDS
x 5.6
+ 6.5' NEW SPOT ELEVATION i COASTAL WETLANDS
9 �
e02 LP UTILITY POLE (LIGHT POLE) ABBREVIATIONS
9 TBM WITH ELEVATION
MAG MAG NAIL STA, STATION
Q MAG NAIL (CONTROL) LF LINEAR FOOT FO UNDERGROUND FIBER-OPTIC
CF CUBIC FOOT TBM TEMPORARY BENCHMARK
• 8 TREE LINE CY CUBIC YARD RCP REINFORCED CONCRETE PIPE
STREET SIGNS - R,iW RIGHT-OF-WA'( NWL NORMAL WATER LEVEL
8
I
SPECIMEN TREES TO REMAIN SF INVERT c/L CENTERLINE �
TOP OF EXISTING BRIDGE = 6.48' 22 (SPECIES AS INDICATED) SF SQUARE FOOT CL CLEARING LIMIT
STA. 3+56.12 7
e TOP OF EXISTING BRIDGE = 6.08' '
-2.459 ` \ � STA 2+53.84
o � �
FINISH GRADE
FINISH GRADE- \ EXISTING WOOD FOOTBRIDGE
0.40% c
6 W
\
EXISTING GRADE
6 �
EXISTING GRADE
\ / 5 -
\ , -5'-5" CLEAR,
5 K NEW 4x4 CONTINUOUS EDGE TREATMENT, C
EXISTING BOARDWALK BOTH SIDES, PAINTED WHITE, BOLTED
�
TO EXISTING BOARDWALK SURFACE,
4 1/2" DIA. BOLTS AT 4' ON CENTER, GALVANIZED. 0
W
4 _ _ _ 2x8 GIRDER
3 0 p-
_- EXISTING 4X4 POST--
2 EXISTING GRADE �l
2
0
-- -
1 �L
ALL WORK THIS DETAIL IS BID ALTERNATE 002
4+00
3+00
2+00 1 CROS�1"=2��'T"
@ NEW RAILS ON EXISTING BOARDWALK
C12C12 SCALE
(AB FOOTBRIDGE IMPROVEMENTS - PROFILE10 0 5 102 HOR, SCALE 1"„10'
VERT. SCALE 1 -1 GRAPHIC SCALE: 1" = 10' 09095

I RELEASE FOR PERMITS JCA 2/3/10
;
1 f.
AS INDICATED NO. DESCRIPTION BY DATE
27 CLEARING LIMIT (U N ESS OTHERWISE NOTED) 1 ,R SOLID LINE - WHITERevisions "
16' GRAVEL PAR ACCESS ROAD 5' SHOULDER
5' SHOULDER PCI
PAVEMENT STRIPINGSLOPE: 1/4" PER FOOT STONE SURFACE 4" 8" #4 @ 12" O.C. NOT TQ SCALE
8" AGGREGATE COURSE 12"
SURFACE COURSE (2) #4 CONT. EACH WAY
_ 1" PER FOOT
1" PER Fool
PROVIDE FILL
P E CONCRETE APRON
ON SHOULDER 1" MAX I
C C13 NOT TO SCALE �'
f- O
COMPACTED SUBGRADE �
=I 24" O
�cI co
II=III= A TYPICAL ROAD SECTION W
C�
C13 NOT TO SCALE REBAR ANCHORCD
� Q �
3,000 PSI CONCRETE (1YP. OF 2) CD O
WIDTH AS INDICATED �
3/8" x 1" DEEP LONGITUDINAL SAWCUT (CONT.) SMOOTH FINISH O W
"R AS INDICATED FINISH GRADE SLOPE O W
SLOPE 1 8":1' MAX. _� I 1 8":1' MAX.� O
:1 II (� U� QOQ
—AS INDICATED ON PLAN
0 2' 2» 4��6x6 WWF 10/1000
2" 4" 6X6 WWF 10/10 J
T STONE SURFACE 1, -8"--I T ( �
2 TYPE SF-9.5A ASPHALT (2) #4 CON
SURFACE COURSE COURSE
SIDEWALK WITH CURB SIDEWALK WITHOUT CURB
NOTES: 8"
1. PROVIDE EXPANSION JOINTS ALONG ALL EXISTING STRUCTURES AND —K
WALKS AND AT 50' INTERVALS ALONG STRAIGHT SECTIONS OF WALK. SECTION A Q
" ATE BASE COURSE 2. PROVIDE CONTRACTION JOINTS AT 5'-0" INTERVALS AND AT ALL K 00 In Q0
8 AGGREGATE K�O
CHANGES IN DIRECTION OF WALK. CONTRACTION JOINTS SHALL BE �' � N �
�K 1/8" WIDE x 3/4" DEEP, TOOLED. 3,000 PSI CONCRETE REBAR ANCHOR
WITH INTEGRATED CURB IN ALL LOCATIONS A
e) I le! I ��I I NOTE. PROVIDE WHERE INDICATED IN 3. PROVIDE SIDEWALK WI SMOOTH FINISH f(TYP. OF 2)
REA AND AT ROADWAY WHERE SIDEWALK ABUTS PAVEMENT.
III®I I (® COMPACTED SUBGRADE P RKIING AR TO BROAD CREEK RD.
LJ N
LO
C 0 C) � N
B NEW ASPHALT PAVEMENT
F SIDEWALK
C13 NOT TO SCALE C13 NOT TO SCALE
A W �
o
00-
SLOPE = Y:X, WHERE > 0
X IS A LEVEL PLANE d-
� � O
ADJOINING SLOPE SHALL X PLAN � w LK K
NOT EXCEED 1:20 Y
�- � XO WALK STREET (DIN
CONCRETE WHEELS-FOPMEASUREMENT OF CURB RAMP SLOPE Km
PEDESTRIAN OT TO SCALE U O N
--WALK -
VARES PER MANUF. _ EL
N
SEE SIDE FLARE lf—q CD
NOTE BELOW
3'-0 0.9" DIA.
ADA M N.
CURB RAMP 2.35- (TYK
"X" IS 60" MIN. AT AN OUT SWING DOOR
fin
WITH A SLOPE OF 1:50 (2%) MAXIMUM.
SECTION OF "DOME STAMP" PATTERN IN SURFACE
I � I
`I,--REMOVE OVERHEAD TREE CANOPY LEVEL SURFACE IS PREFERRED. 2.35"
IN THIS AREA AS NECESSARY 0.9" DIA.
0.2H. (� ROAD
I " K 3" CONCRETE DOME - FILL POST WITH CONCRETE
I Q K a
( w SIDE FLARE NOTE: (SEE REFERENCE DIAGRAM ABOVE). 1, 6x6x3/8" PLATE
I _ I { ) © "' 2" 3"� PIPE CUT TO RECEIVE LOCK
I ® SIDE FLARES SHALL HAVE A MAXIMUM SLOPE OF 1:10 10% .
I CD WHERE "X" IS LESS THAN 48", SIDE FLARE SLOPE SHALL BE M 0
I 1:12 (8.33%) MAXIMUM. WHERE "X" IS LESS THAN 36".
2.35" 2.35"
6' OR AS INDICATED ON PLAN 6' OR AS INDICATED ON PLAN
NOTE: FOR ACCESSIBLE RAMPS AND CURB RAMPS WHERE 4"0 PIPE
r1" MAX 1" POURING OF A SEPARATE INTEGRALLY-COLORED CONCRETE PLAN OF "DOME STAMP" PATTERN IN SURFACE SLEEVE
1/8":1' MAX SLOPE =� 1 FINISH GRADE 1/8":1 MAX SLOPE - IS REQUIRED, INSTALL SHEAR DOWELS @ 2 -0' O.C. AND o OTHER
• =.: 1' MAX
SLOPE
KEYWAYS TO PREVENT HEAVING OF RAMPS W/ ADJACENT
N SIDE
SIDEWALK OR CONCRETE SURFACE. CURB RAMPS MUST HAVE A DETECTABLE WARNING FEATURE
(=111= - _ - I_ 3-1/2"� PIPE TYPICAL
_ I I-!I
""'F��`-•''�•-�'-'•"'` • ' ' `•== - _ _ � III-III-III-,I I � � EXTENDING THE FULL WIDTH AND DEPTH OF THE RAMP. THE
e— __ 1 111 11
�!1= 1=I(1;=1 I I=1 I I -) (—I — — _ >t>-- °° }- DETECTABLE SURFACE MUST CONSIST OF RAISED TRUNCATED DOMES
2 4° '-1 11= _ = ,;;_ = 1-1/2" SF 9.5A SURFACE COURSE, :�,;:.:_;:,:::;.s:s: ,
6x6 WWF 10/10 ADDITIVE BID ITEM, SEA BID SHEET. :: WITH A NOMINAL DIAMETER OF 0.9 INCHES, A NOMINAL HEIGHT OF
4" ABC BASE COURSE • ROAD
::6s :;•:. a?~�rf 0.2 INCHES AND A NOMINAL CENTER-TO-CENTER SPACING OF 2.35
NOTES: ,,`� : ..,.
EXPANSION JOINTS ALONG ALL EXISTING '°'``" "°' INCHES. THE TEXTURE OF THE DETECTABLE WARNING FEATURE MUST 2'-0"
1. PROVIDE EXPA r>'�•``
STRU
CTURES AND CONCRETE WALKS AND AT 50' INTERVALS ASPHALT TRAIL CONTRAST WITH THE SURROUNDING SURFACES (EITHER 6" W
ALONG STRAIGHT SECTIONS OF CONCRETE WALK. INTEGRALLY COLORED
2. PROVIDE CONTRACTION JOINTS AT 5'-0" INTERVALS AND
RED CONCRETE LIGHT-ON-DARK OR DARK-ON-LIGHT). SEE ABOVE. 4 °. a °
AT ALL CHANGES IN DIRECTION OF CONCRETE WALK. _ °
° o ° 1/2"0 BOLT WITH WELDED NUT
CONTRACTION JOINTS SHALL BE 1/8" WIDE X 3/4" DEEP. o NOTE:
° 1) ALL PIPE CONNECTIONS SHALL BE MADE BY COPING PIPE TO FIT �C
CONCRETE TRAIL G HANDICAP ACCESSIBLE RAMP as a
THE CONTOUR OF THE SURFACE TO WHICH FASTENING SHALL OCCUR.
C13 NOT TO SCALE 2) CONDITIONS SHOWN ARE FOR ONE SIDE OF THE GATE OPENING. (�
° OPPOSITE SIDE OF DRIVEWAY SHALL RECEIVE AN INDENTICAL GATE
C NEW ADA ACCESSIBLE TRAIL d
° ° STRUCTURE TO CLOSE TOGETHER AND BE SECURED.
C13 NOT TO SCALE 3) LOCK SHALL BE PROVIDED & INSTALLED BY CRAVEN COUNTY.
O
I---�-----30"� 4) THE ENTIRE GATE ASSEMBLY SHALL BE PRIMED AND PAINTED WITH
2 COATS OF TRAFFIC YELLOW AFTER FABRICATION.
PARK ACCESS CONTROL GATE
12" - C13 NOT TO SCALE
RESERVED
PARKING MAXIMUM
PENALTY cy"
250
G5 20-37.6 O
GRASS VEGETATION 7-7-77771
\ / / \i / \
NOTES:
VAN
1 1. COLORS
BACKGROUND: WHITE ACCESSIBLE
3 OR 5 3 OR 5 LEGEND AND BORDER: GREEN
WHITE SYMBOL ON BLUE BACKGROUND
2. MOUNT THE SIGN 84" ABOVE GRADE.
D VEGETATED SWALE
C13 NOT TO SCALE
a
H HANDICAP PARKING SIGNAGE
C13 NOT TO SCALE
09095

I— RELEASE FOR PERMITS JCA 2//10
� r„
20 � 0
7
O O O NO. DESCRIPTION BY DATE �F y
O°O° 6" LAYER OF COARSE AGGREGATE OVER
O O VEGETATIVE SEEDING .
12" LAYER OF STONE BASE COURSE Revisions
O O O AFTER COMPLETION OF GRADING ACTIVITIES AND THE 32' U
O O°O O CONSTRUCTION OF SWALES, ALL EXPOSED AREAS SHALL
O O O MAINTENANCE: BE SEEDED TO THE FOLLOWING SPECIFICATIONS: _ _ _ _ _ _ _ _
—3� —
- - -1 ;1
SEED BED — — —
O O 0 0 1. MAINTAIN ENTRANCE CONDITION. THIS LIME 1-1/2 TON PER ACRE
O O 10' MAY REQUIRE REPLACEMENT OF STONE. FERTILIZER 1/2-TON PER ACRE
°O°o° 2. REMOVE SEDIMENT TRACKED ONTO SEED ( \ WOOD POST / I
°O°O° �, PAVED ROADS ON A DAILY BASIS. RYE GRAIN 50 LBS PER ACRE
O°O°O°O TALL FESCUE 100 LBS PER ACRE
Lo
\0 MAY THROUGH AUGUST:
CENTIPEDE 5 LBS PER ACRE
EDGE OF EXISTING I \ / I �+ a O
PROCEDURE
ROADWAY PAVEMENT STRAW MULCH SHALL BE APPLIED AT A RATE WHICH WILL I \ / i BIDDER NOTE: 0
INSURE APPROXIMATELY 75% COVERAGE OF THE SEEDED I >- — — — — — — — -< ( N PICNIC SHELTER PLAN AND ELEVATION INFORMATION IS O �
rA GRAVEL CONTROL ENTRANCE co
AREA. THE STRAW AND SOWN SEED WILL BE LIGHTLY ( // \\ I INCLUDED FOR REFERENCE ONLY. CRAVEN COUNTY SHALL ;
DISCED INTO THE BED TO GIVE IT FURTHER RESISTANCE I / \ I PROVIDE AND INSTALL THE PICNIC SHELTER, INCLUDING pa Q
C14 NOT TO SCALE TO BLOWING AND WASHING. / \ P,
THE CONTRACTOR SHALL GUARANTEE A FULL STAND OF I / \ I FOUNDATION WORK, UNDER A SEPARATE PROJECT.
GRASS OVER THE ENTIRE DISTURBED AREA. IF NECESSARY
THE CONTRACTOR WILL WET DOWN THE AREAS TO ASSIST
I IN SEED GERMINATION OR AID IN GROWTH IN TIMES OF
SELF-ANCHORING EXCESSIVELY DRY WEATHER. A STAND OF GRASS WILL BE I / \ I U) � � Q
METAL POST @ 6' O.C. MAX CONSIDERED ACCEPTABLE WHEN THE ENTIRE STAND OF
GRASS IS AT LEAST FOUR INCHES HIGH AND HAS I- — _ - - - - - - - _ _ — — — — — — — — — — — — — �I
ACHIEVED AT LEAST 95% COVERAGE OF DISTURBED 15' 15'
12 GAUGE 6 X 6 WIRE MESH AREAS. RESEEDING WILL BE REQUIRED AS NECESSARY BY
3' THE CONTRACTOR TO OBTAIN THE SPECIFIED STAND OF GRASS. PLAN
FILTER FABRIC
SPECIAL SEEDING NOTE:
8".BURY FLOW THE ANGLE FOR GRADED SLOPES AND FILL SHALL BE NO GREATER 0-)Lc)
_ THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR 12 c_ 0
OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN 12 5 N Q0
ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS 5 SHINGLE ROOF ZSHINGLE ROOF a:
OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR
\ \/�\ OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND
3' COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. _ w z N
ADDITIONALLY, WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS
MAINTENANCE
1. INSPECT STRUCTURES WEEKLY AND FROM THE COMPLETION OF THE PROJECT (WHICHEVER IS SHORTER), WOOD POST m
AFTER AT LEAST A 1/2" OR GREATER PERMANENT GROUND COVER SHALL BE ESTABLISHED.
WOOD POST X
RAINFALL EVENT.
2. REMOVE SEDIMENT FROM BEHIND SILT E w
o� rn t=� E Z L.L
FENCE PRIOR TO IT REACHING A
MAXIMUM DEPTH OF 6 INCHES.
�- 00
CONCRETE SLAB CONCRETE SLAB C Q0 0
E VEGETATION PLAN Ln o
C14 NOT TO SCALE
rB SILT FENCE SIDE ELEVATION END ELEVATION o �'
C14 NOT TO SCALE
t� •j � N
� u0 �
n
rF PICNIC SHELTER PLAN & ELEVATIONS
12" THICK NCDOT #57
C14 NOT TO SCALE
STONE ON UPSTREAM SIN
00000 O� O 00000
O 00 MAINTENANCE
/\�\//\//\�� 3 1.RAP CONSTRUCT
PLACED IN N DACCORDANAM OF ICE
�//ice//��//��/ FILTER CLOTH WITH DETAIL.
12" THICK NCDOT #57 WASHED 1.5'
STONE ON UPSTREAM SIDE CLASS B 2. SEDIMENT BEHIND THE CHECK DAM � pp
- � RIPRAP SHALL BE REMOVED PRIOR TO THE LEVEL 1
REACHING WITHIN 6" OF THE CENTERLINE 11
ti(-`:7 DTP- t:a'.11-
00
Z,!O,,
00 2 CREST OF THE DAM. ;'-;TY:5 P Pt -S)
� w0000 000 1 Ar.c t�t< Na:_ 1;a x 3,`L
t
Q v0 0�000� 3. SHOULD SCOUR DEVELOP AT THE
00 0 O DOWNSTREAM END, IT SHALL BE
000 0 0 00000000000REPAIRED IMMEDIATELY. l (S"M 0- AS RE�JI:ED)0000 O 00 L _
r
i F -I fd 4 5x4 5
4 MINIMUM I :' i, t 1-:t YF 6 �1_c '}
CLASS A NON-WOVEN "` 6' MAXIMUM -P 1r�X I ,' — -Li LI—.JJ_L
GEOTEXTILE FABRIC I
,i 0 3 n7ORISEE - F- ASSCf 13 Y S' 5'-5'
CHECK DAM
C > .. c, /
NOT TO SCALE 1 1 3
C 14
:
I I f t_I ._.-. .—._..._..__ ...._ -y.�.. _— __ _ XXKXXX% ?.:t XXX X.k... "rim :f%Y :4XXX Xn XX>:�.
1""�i
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.-- ... ...... .. r � . :x'XK\'XXX %r xxXXX. xXX XYX XXY.n!:XX Y
L Rol F.._q I� � _yd xxxxxxx xXxxxn+ / � x>;xRxxxxr:<xX>,
X%KY,%XX. XX%xtiX<- XXX XY.X XXX vXXXXX - 11 1
O° °000�0 '° 14 —�' xxwYxxx YxxxxXX- ��\� <XxxxxxxxXXXX ll'i (Itl +_ J5?ItJt:. 1�
O O o ° O 0000 5' _ — -hA❑ tJT R.rA _- G,_F. �1
:XA� 'XXX %Xxk.< xxkXXXXX :CXxX _
;XXXX.x XX xxxx,/,� Y.XXY.XXxx .XXXXY
:XX YXXX wXak Xx. 'AXx XY'xXX .cXx'�. ;v
00000000° ° °00°O 16'-10- _ w 3 w 3 (SEE N_; �+
O O O O FRONT ELEVATION- RIGHT SIDE ELEVATION
OUTLET PIPE o00 0 ° 000
000 ° S?<_t\G i VGE 4.5x4 5
00
������111111 1
Lq
Lo
O °
FLOW ° RIP RAP o° 2868 SEES ASSEM3LY''_\ -
O o
00 °
0 °o° 00 0
0 O ti
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°O°°°° O O °0000 i \ 4 + - ( RMIr.G i 60` Dig TU`'VNG %_RCLE
OO� O 000 I !—`: -i1tl s
PLAN Oo°O°°
n
OUTLET PIPE k
•
UL-.Dr•`-T'-/nii_- CCNNE"TIG.:
3,1TV: -A'F An-FSIVF SFA AV-_ 7 P 7 Y _ 4!
RIP RAP S-[ ATT^c,i_ C:.T S IFE-. —
DIA-6" �- VrUL7 I - TYP =L:.S— 1 ._ __._ --_ JJ
MINIMUM STONE - tVoi
'
FLOW MAXIMUM STONE DIA=9" i : cs__ �uG IV_ 1) I I- \�\ _
O1000w,000000 o O O 4` a`
\` t
° o °°O oO O000 O = i i
000000000 O {b 000000o
00©O°OOO oOo 0 0000 00
CLASS ANON-WOVEN FILTER FABRIC--
MAINTENANCE:
r t - - -
"II 1 il:r,r'd ire",`.tP 1t�lrtN, 13i1s<
SECTION A-A
MAINTENANCE: REAR ELEVAT ON _=ZT SIDE ELEVATION FLOOR PLAN `-"EUN- RT1 '.2' OFF FIM, ;S-F
1. INSPECT STRUCTURES AT LEAST WEEKLY AND tl"
AFTER ANY RAINFALL EVENT GREATER THAN
ONE-HALF INCH. BIDDER NOTE:
2. IMMEDIATELY MAKE ALL NEEDED BATHROOM PLAN AND ELEVATION INFORMATION G RESTROOM BUILDING PLAN & ELEVATIONS
REPAIRS. IS INCLUDED FOR REFERENCE ONLY. CRAVEN c 14 NOT TO SCALE
COUNTY SHALL PROVIDE AND INSTALL THE
rD INLET/OUTLET PROTECTION BATHROOM FACILITIES, INCLUDING FOUNDATION
C14 NOT TO SCALE WORK, UNDER A SEPARATE PROJECT.
09095

1 RELEASE FOR PERMITS JCA 2/3/10 ,i�y�j
NO. DESCRIPTION BY DATE r:-
Revisions
L�
W
---15' O
10.2'±
7' BENCH
ROOFLINE
1 IW
U �
J
m ,o Ln
IDE RMREST [:L, U� �1 Q
� ri N
`Q I �
a
E �
m
O
� LO
UL
U
�j (_0
_ROOFLINE
7.5' 7.5' w O'� LO
EDGE OF COASTAL VEGETATION/ m
NORMAL WATER LEVEL w Q
rA ENLARGED VIEW — ELEVATED PLATFORM 06
o
SCALE 1"=5'
w LOO
C9C15
0
W � LO �
C) 0
mN
U oN
cL
HURRICANE TIE-EACH
2X8 0 16" O.C. SIDE OF EACH RAFTER
1/2" PLYWOOD SHEATHING 12 5/4X2
ARCHITECTURAL GRADE SHINGLES �- -- 3 5/4X6
HURRICANE TIE-EACH 2X4 SUB FACIA
SIDE OF EACH RAFTER
5/4X2 (2) 2X8 HEADER
5/4X6 no NOTCHED INTO PILE
2X4 SUB FACIA 16" C 2X8 HEADER
. (2) 2X8 HEADER NOTCHED INTO PILE
5/8" DIAMETER THROUGH BOLT NOTCHED INTO PILE
& 2" WASHERS (TYPICAL SIDE) 5/8" DIAMETER THROUGH BOLT
& 2" WASHERS (TYPICAL SIDE)
8X8 PILE (CONTINUOUS)
0
00
W
7.66'
BENCHES & RAIL NOT SHOWN
FOR CLARITY
5/4X6 DECKING
- -- cp E�
2X10 JOISTS @ 16" O.C. W �+
(2) 2X12 GIRDER
(2) 2X12 GIRDER
W
B SECTION VIEW — OVERHEAD SHELTER
C15C15 SCALE 1/2"=1 '-0"
09095