20090011 Ver 2_Site Plan_20100219

1 RELEASE FOR PERMITS JCA 2/3/10
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NO. DESCRIPTION BY DATE S < ul sex=
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A0 _F ]A
RevisionsH ' S T N A T U '17' l-lA '7K
ATHAM WH17
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BID SCHEDULE w w . .
BID ALTERNATE 001 : ALL WORK INDICATED, EXCLUSIVE OF TIMBER- SHEET INDEX LEGEND GENERAL CONSTRUCTION NOTES: Q� u Q4 �r. Q
FRAMED PIER WORK, WHICH IS INDICATED TO BE BID ALTERNATE 002. EXISTING NEW 1. 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 EOP EDGE OF PAVEMENT EOP AREA OF WORK AND TO PROTECT THEM DURING THE COURSE OF CONSTRUCTION.
2. RPONSIBLE FORBID ALTERNATE 002 ALL TIMBER- FRAMED PIER WORK. Cl OVERALL SITE PLAN - -OHE- - OVERHEAD UTILITY LINE LIGHTEEDCBA R CADOES,I FLAG MEN, AND ANYPOTH R IN E MEASURE SAFETYIEMEDENECESSFARY IC IGNAG TO ENSURE
C2 ACCESS ROAD PLAN AND PROFILE - - -D--- DRAINAGE PIPE D THE SAFE AND EFFICIENT MOVEMENT OF TRAFFIC IN THE AREAS OF CONSTRUCTION.
3. EROSION AND SEDIMENTATION CONTROL DEVICES SHALL BE REMOVED ONLY AFTER A
C3 ACCESS ROAD PLAN AND PROFILE SILT FENCE SF SATISFACTORY VEGETATIVE COVER HAS BEEN'ESTABLISHED AND UPON APPROVAL OF THE
PROJECT ENGINEER.
C4 ACCESS ROAD PLAN AND PROFILE CLEARING LIMIT ---- CL 4. THE CONTRACTOR SHALL BE RESPONSIBLE TO PERFORM A VISUAL INSPECTION OF THE P�4 D
-6---- CONTOUR 6 WORK AREA PRIOR TO BEGINNING WORK IN ORDER TO DOCUMENT THE CONDITION OF THE �'L Ln
o
C 5 PARKING AREA - ENLARGED VIEW - WORK AREA. THE CONTRACTOR SHALL DOCUMENT THE CONDITION OF ALL WORK AREAS PRIOR
C6 TRAIL - PLAN & PROFILE � DIRECTION OF FLOW TO BEGINNING WORK. ANY DAMAGE THAT EXISTS AFTER CONSTRUCTION THAT WAS NOT cv
I
DOCUMENTED TO EXIST PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE U
C7 TRAIL - PLAN & PROFILE x 5.6' EXISTING SPOT ELEVATION z �
�, . CONTRACTOR TO REPLACE/REPAIR. '�
+ 6.5 NEW SPOT ELEVATION 5. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL CONSTRUCTION SURVEYING. �I -�
THE PROJECT ENGINEER WILL PROVIDE SITE BENCHMARKS FOR THE CONTRACTOR'S USE. LO
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C8 TRAIL PLAN & PROFILE
�d LP UTILITY POLE (LIGHT POLE
C) W N
C9 DOCK PLAN, SECTIONS & DETAILS 6 THE CONTRACTOR SHALL CONFINE ALL HIS OPERATIONS WITHIN THE LIMITS OF m
TBM WITH ELEVATION DISTURBANCE SHOWN. THE CONTRACTOR SHALL NOT BE PERMITTED TO WORK OUTSIDE THE
PAS C fin LIMITS OF DISTURBANCE WITHOUT THE EXPRESS PERMISSION OF THE PROJECT ENGINEER AND x
C1 O DOCK SECTIONS & DETAILS 0 MAG NAIL (CONTROL) THE INDIVIDUAL PROPERTY OWNER. w Q
0
:2 C11 DOCK SECTIONS & DETAILS 7. ALL IMPORTED FILL MATERIAL SHALL BE OBTAINED FROM A PROPERLY PERMITTED BORROW z
rYY� TREE LINE PIT FACILITY.
cAv�1 � C12 FOOTBRIDGE IMPROVEMENTS - ®
STREET sIGNs
PLAN & PROFILE --�-
� � �
GENERAL WORK ITEMS: �e w Ln o
Of
Q' SPECIMEN TREES TO REMAINLO
C13 DETAILS 1. ALL DISTURBED AREAS SHALL BE REVEGETATED IN ACCORDANCE WITH THE PROJECT NO
. (SPECIES AS INDICATED) VEGETATION PLAN AS INDICATED ON DETAIL E, SHEET C14. x
C14 DETAILS SPECIFIC WORK ITEMS 0� Uco
my C 15 DETAILS
1 GRAVEL ACCESS ROAD, SEE DETAIL A, SHEET C13.
," ' 0 ASPHALT O U o LO
N
o _ ® ASPHALT PAVEMENT, SEE DETAIL B, SHEET C13. �-
' .,, CONCRETE APRON 0
{f g NOTE: O3 ADA ACCESSIBLE TRAIL, SEE DETAIL C, SHEET C13.
�`01
- CONCRETE <: ® VEGETATED SWALE, SEE DETAIL D, SHEET C13.
cRAv�N MINTYSECTION 401 & 404 WETLANDS ARE LOCATED
GRAVEL ® CONCRETE APRON, SEE DETAIL E, SHEET C13.
WITHIN THE PROJECT LIMITS OF DISTURBANCE, C=
.� © CONCRETE SIDEWALK, SEE DETAIL F, SHEET C13.
' r AS SHOWN. THESE AREAS SHALL NOT BE
.. + + 404 WETLANDS 7 HANDICAP ACCESSIBLE RAMP, SEE DETAIL G SHEET C13.
s ,_ piUtX1 t1NTY DISTURBED IN ANY MANNER WITHOUT PRIOR 8 HANDICAP PARKING SIGNAGE SEE DETAIL H SHEET C13.
WRITTEN APPROVAL OF THE US ARMY CORPS �' COASTAL WETLANDS
0� O9 PAVEMENT STRIPING, SEE DETAIL I, SHEET C13.
OF ENGINEERS AND THE NC DIVISION OF 10 CONCRETE WHEELSTOP, SEE DETAIL J, SHEET C13.
WATER QUALITY. ABBREVIATIONS 0
STA. STATION 11 PA GATE, SEE IL K, SHEET C13.
. " Q PARK ACCESS CONTROL DETAIL
MAF LINEARAFOOT FO UNDERGROUND FIBER-OPTIC 12 GRAVEL CONTROL ENTRANCE, SEE DETAIL A, SHEET C14.
PIECT T M TEMPORARY BENCHMARK 13 SILT FENCE, SEE DETAIL B, SHEET C14.
CF CUBIC FOOT BO
CY CUBIC YARD RCP REINFORCED CONCRETE PIPE 14 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.
/ O
INV INVERT C/L CENTERLINE
CRAVM TY
c+ SF SQUARE FOOT CL CLEARING LIMIT SEQUENCE OF OPERATION:
1. OBTAIN APPROVED EROSION AND SEDIMENTATION CONTROL PERMIT FROM THE NCDENR'S
3 LAND QUALITY SECTION.
2. REVIEW EROSION AND SEDIMENTATION CONTROL REQUIREMENTS AT PRECONSTRUCTION
CONFERENCE.
SITE DATA:
3. INSTALL GRAVEL CONTROL ENTRANCE.
® OWNER/DEVELOPER: CRAVEN COUNTY GOVERNMENT �+
Q ''cyj 406 CRAVEN STREET 4. ERECT SILT FENCING.
NEW BERM, NC 28560 5. CLEAR AND GRUB SITE.
VICINITY MAP SCALE: 1"=1000't [phone] 6. ROUGH GRADE SITE. INSTALL CHECK DAMS. QO 1_�
OVERALL SITE AREA: 132.84 ACRES
7. CONSTRUCT CULVERTS. INSTALL INLET AND OUTLET PROTECTION.
�
SITE ADDRESS: BROAD CREEK ROAD (NCSR 1600) 8. COMPLETE ROAD AND PARKING AREA CONSTRUCTION INCLUDING GRAVEL W
PAMLCO COUNTY TAX PARCEL ID: 2-015-025, 2-015-020 9. STABILIZE WITH SEED AND MULCH ALL AREAS NOT TO BE FURTHER DISTURBED BY
SITE ZONING: NONE CONSTRUCTION ACTIVITIES.
w� 4pog0 PORTIONS OF THE SITE ARE LOCATED IN SPECIAL FLOOD HAZARD AREA, ZONE "AE" & OTHER FLOOD AREA, ZONE 10. ADDITIONAL MISCELLANEOUS EROSION CONTROL MEASURES MAY BE REQUIRED WHEN
W' "SHADED X" AS SHOWN ON FEMA DFIRM 3720650000J, SAID DFIRM HAVING AN EFFECTIVE DATE OF JULY 2, 2004. DEEMED AS NECESSARY BY THE PROJECT ENGINEER OR THE NCDENR'S LAND QUALITY SECTION. [ U
DEED REFERENCE: D.B. 2754, PG. 850 11. REMOVE GRAVEL CONTROL ENTRANCES AND SILT FENCING AT COMPLETION OF
AREA CALCULATIONS: CONSTRUCTION AND THE ESTABLISHMENT OF FINAL VEGETATION. E­1
PAM UCO COUNTY OVERALL SITE AREA: 132.84 ACRES
SITE AREA WITHIN 75' AEC = 154,862 SF (3.555 ACf, 2.68% of TOTAL SITE) MAINTENANCE PLAN:
cad SITE AREA IN ZONE 1 NEUSE RIPARIAN BUFFER = 67,689 SF (1.554 ACt; 1.17% OF TOTAL SITE) I. ALL AREAS WILL BE FERTILIZED, SEEDED, RESEEDED AS NECESSARY AND MULCHED �'
SITE AREA IN ZONE 2 NEUSE RIPARIAN BUFFER = 44,947 SF (1.032 Aft, 0.78% OF TOTAL SITE) ACCORDING TO SPECIFICATIONS IN THE VEGETATION PLAN IN ORDER TO ESTABLISH AND
o TOTAL AREA WITHIN 50' NEUSE RIPARIAN BUFFER = 112,636 SF (2.586 ACf, 1.957. OF TOTAL SITE) MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. O
z EXISTING CONDITIONS: 2. ANY SEDIMENT TRACKED ONTO THE ADJACENT ROAD SHALL BE REMOVED ON A DAILY BASIS.
TOTAL IMPERMEABLE AREA ON SITE(OLD TOBACCO BARN) = 625 SF (0.014 ACf, 0.01% OF TOTAL SITE) 3. SEDIMENT SHALL BE REMOVED FROM BEHIND SILT FENCING OR CHECK DAMS WHEN THE W
SITE IMPERMEABLE AREA WITHIN 75 AEC = -0- SF 0.000 ACt' 0.00% OF TOTAL SITE SEDIMENT ACCUMULATES TO A MAXIMUM DEPTH OF SIX INCHES. E-+
SITE IMPERMEABLE AREA WITHIN 50' NEUSE RIPARIAN BUFFER = -0- SF (0.000 ACf, 0.00% OF TOTAL SITE) W '�
PROPOSED CONDITIONS: NPDES PERMIT MONITORING REQUIREMENTS:
NCSR 1 rul SITE ADDITIVE IMPERMEABLE AREA = 93,195 SF (2.139 ACt, 1.61% OF TOTAL SITE) THE PROJECT NPDES CONSTRUCTION PERMIT REQUIRES THAT EROSION CONTROL DEVICES AND "� W
SITE IMPERMEABLE AREA WITHIN 75' AEC = -0- SF (0.000 ACt, 0.007 OF TOTAL SITE) STORM WATER OUTFALLS BE INSPECTED WEEKLY AND WITHIN 24 HOURS OF ANY 1/2-INCH
\ SITE IMPERMEABLE AREA WITHIN 50' NEUSE RIPARIAN BUFFER = -0- SF (0.000 ACt, 0.00% OF TOTAL SITE) (OR GREATER) RAIN EVENT. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
PROJECT AREA SUMMARY OF BUILT-UPON AREA (ENTIRE TRACT):
RESTROOMS = 408 SF CONDUCT THESE INSPECTIONS AND MAINTAIN RECORDS UNTIL THE AREA HAS STABILIZED,
PICNIC SHELTER = 704 SF rn EVIDENCED BY 95% VEGETATIVE GROWTH FOR AREAS RECEIVING SEEDING. TO FACILITATE
417 SF +' "''` � y�l
ENTRANCE ROAD = 53, A�, IRAINFALL MONITORING, A RAIN GAUGE IS REQUIRED TO BE ON-SITU,. ONCE STABILIZATION HAS
PARKING AREA = 14,392 SF j SIDEWALK/TRAIL = 17,574 SF BEEN ACCOMPLISHED, INSPECTION RECORDS ARE TO BE FORWARDED IL HE PROJECT
PICNIC TABLE SLABS7ADA ACCESS = 961 SFFEBn {'� ENGINEER OR OWNER AND ALL TEMPORARY EROSION CONTROL MEASURES k._`'^NIED. THE O
FUTURE MISC. (ALLOWANCE) = 20,000 SF -- El 2U I CONTRACTOR IS RESPONSIBLE FOR MAINTAINING COMPLIANCE WITH ALL PERMITS x a? PLANS. E `�
TOTAL: 108,081 SF (2.481ACf, 1.947. OF TOTAL SITE) DENR-WATER QUALITY ANY CHANGES MUST BE APPROVED BY THE STATE PRIOR TO EXECUTION. A COPY OF THE
WETLA!4DsAND8,ToRgv;gERSpAN01,I EROSION AND SEDIMENTATION CONTROL PLAN, LETTER OF APPROVAL AND NPDES
U11UTY SERVICES: WATER - NO WATER SERVICE TO SITE FIRST CRAVEN SANITARY DISTRICT
PUBLIC WATER SERVICE IS AVAILABLE) CONSTRUCTION PERMIT MUST BE MAINTAINED BY THE CONTRACTOR AT THE PROJECT SITE.
SEWER - ON-SITE SEWER CONTAINMENT (PUMP AND HAUL)
ELECTRIC - NONE
REFUSE - CRAVEN COUNTY PARKS AND RECREATION
DOCK SUMMARY: . SPECIAL SEEDING NOTE:
f' TOTAL LENGTH OF SHORELINE ON PARCEL F x 1,956LF) = 7,824 SF 1,956 LF
TOTAL ALLOWABLE
PLATFORM AREA (4SF/LF THE ANGLE FOR GRADED SLOPES AND FILL SHALL BE NO GREATER THAN THE
TOTAL PIER/WALKWAY AREA PROPOSED = 482LFx6'W = 2,892 SF ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE
TOTAL PLATFORM AREA PROPOSED = 728 SF EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT
TOTAL DOCK SYSTEM AREA = 3,620 SF
EXPOSED WILL, WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF
GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR
GENERAL NOTES: PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO
1. THE RECEIVING WATER COURSE FOR THIS PROJECT IS UPPER BROAD CREEK, SURFACE WATER CLASSIFICATION RESTRAIN EROSION. ADDITIONALLY, WITHIN 15 WORKING DAYS OR 30 CALENDAR
�� SC, SW, NSW, HAVING A STREAM INDEX of 27-106(4). DAYS FROM THE COMPLETION OF THE PROJECT (WHICHEVER IS SHORTER),
2. SECTION 401 AND 404 WETLANDS ARE LOCATED ON THE PROJECT SITE, AS INDICATED. PERMANENT GROUND COVER SHALL BE ESTABLISHED.
AREA MAP SCALE: 1 =20001t 3. NEUSE RIPARIAN BUFFER AREAS ARE PRESENT ON THE PROJECT SITE, AS INDICATED.
4. CAMA AEC AREAS ARE PRESENT ON THE PROJECT SITE, AS INDICATED. 09095

I RELEASE FOR PERMITS JCA 2 3/10 --
BID SCHEDULE •.s/> Z,,�
BID ALTERNATE 001 : ALL WORK INDICATED, EXCLUSIVE OF TIMBER— No. DESCRIPTION BY DATE sA
FRAMED PIER WORK' Revisions WHICH IS INDICATED TO BE BID ALTERNATE 002. 'R , a�.•�o�:
-,.
r`f9` dlPI61911t�� `
BID ALTERNATE 002: ALL TIMBER- FRAMED PIER WORK.
PAMLICO
COUNTY
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CRAVEN / o Q ­�
COUNTY
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1 JUL --I- (D
AL CO
AL
�'` o . O � WEw-i
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BID ALTERNATE 002 VI d
WALKWAY/PIER
ELEVATED PLATFORM o
TRACT "B" FISHING PIER/FLOATING DOCK � o �
DIBBLE P.C. G, 138-D KAYAK STORAGE RACK Q
D.B. 1195, PG. 1101 HOLTON
4508 COUNTRY CLUB RD.
NEW BERN, NC 28562 Lw z N
D.B. 1894, PG. 824. _ Ln
SHEEP i � c �
E W LL._
TAYLOR � / U z
00
TAYLOR D.B. 1434, OP ® ® RESTROOM BUILDING / Io `o 0
D.B. 1463, PG. 190
0
PARKING AREA ® ® ® UPPER BROAD CREEK PAMLICO IS x
NEW 16 GRAVEL ARK ACCESS ROAD _ RESTROOM BUILDING 27-10fi COUNTY _ oI
CJ ` PICNIC SHELTER PICNIC TABLES > m
S�E ,✓ SC,Sw,N Ln
-
_ SHED C4 � nLONG �BiD ALTERNATE 0049V -
_ e CRAVEN
D.B. 1414,,...
® — - 859 _ — EXISTING WOOD � e COUNTY
CRIMES ! _ �-- 1 FOOTBRIDGE ,0�
WETLA D CROSSI G #1 D.B. 1414,
PG. 862
" P C6 NEW ADA ACCESSIBLE TRAIL
— --' SN
SANDERSON
D.B. 1199,
PG. 349 _ PICNIC TABLES
CATON / O
D.B. 1378, v / P.C. G, PG. 18-D
PG. 190 / AMES
D.B. 1732, PG. 41 �O
Q
/ O ► o
P.C. G, PG. 18-D W
MARTENS ANDERSON
D.B. 2678, D.B. 1894, PG. 755 3 �'
PG. 120
P.C. G, PG. 18-D
�e �
STATION 0+00 E
C L INTERSECTION B OAD REEK ROAD U�2
AND NEW GRAVEL A CESS ROAD l O
& 63 QUAIL WOOD
R�qO 65 VILLAGE, LTD W
£ / QUAIL WOOD VILLAGE, LTD E— 1 W
D.B. 1775, D.B. 1277, PG. 301 --+
62 PG. 14 211 WILSON POINT RD W
tMesjp �s 68 67 NEW BERN, NC 28562
O 77 71 O
73 QU NRSE 1 \-
74
Q�� WOOD
po �SION
p c G ECTlo 11
A OVERALL SITE PLAN 200 0 100 200 400
C 1 C 1 SCALE 1 "=200'
GRAPHIC SCALE: 1" = 200' 09095

1 RELEASE FOR PERMITS JCA 2/3/10
�aLA1�,?t►i4!
X NO. DESCRIPTION BY DATE w � L_".6
- _ X Revision s a
g�N j w i 251 .8 a ' e• W �0
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R=1 4 0.0 p 6 N.
NSF- SF
X X � \�
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o / / O \c 6r X �S�` 24" PINE
o
PARK ACCESS ROAD C G`' / X y \X ® o
I ENTRANCE LAYOUT C2 C2 X �_ "� s �01
ZEXISTING WOODED j �/ o s C0 Q �
AREA, TO REMAIN �' O `� k 4� W a
I I I I X t r 24" PINE'10 ~' C�
Qc �� \\ -V A :t �i WETLAND CROSSING 1
x �, Q ,� J IMPACT=4,254 SQ. FT.
EXISTING CLEARED 19 °' /p1 G,F y xQ k "� "� o
AREA, TO REMAIN `s X m ' / �' � 3Q' PINE 5p1 Q
p k 0.098 ACRES±
20'x70' SIGHT X X / r C " t �" k "� t W
I I TRIANGLE s 24" BEECH o \ Q .�k \ o
lop
X i� k EXISTING 404 PETLANDS � "_ � �F`A k�, Z
STATIO 0+ INV.=13.3 X / j y A (NC0DEVELOPMEN t" U1 Q Q
C/L INTERSECTION BROAD CREEK ROAD '> a- - - - a _- s X A-
AND
S
AND NEW GRAVEL ACCE S ROAD
--L
ol
N2 °1f�'04° - - -
7.00' 1 X 1+00_- 2+00 X 3kOQ ,� ,
/� _ N20`04' 6"E _ + �_ X - - l 2O x70 SIGHT TRIANGLE
IL SET t G z 266. 1' STO S�N (TYPICAL)
40LF NEW 18" RCP, P CE I� X X - -�� 24'' PINE
-+16.0
FLOW LINE OF EXISTIN DITCH 4 �- - - :� �' - LEGEND ®ASPHALT PAVE ENT 15.1f CLEARING LIMIT �� o
OR
INV.=11.53' ( E ISTI 0 18"i RCP CL - - - a 022" EXISTING BEECH NEW EXISTING NEW EXISTING EOP TO R w rfy f y I-t-50 TAPER--{ � ,�
D- -t -D-
LIMITS OF DISTURBANCE/
=Y° I C°
. �tIN =11. CLEARING LIMITS = 4.08 ACt EOP EDGE OF PAVEMENT EOP EOP
! 20'x70' SIGHT TRIANGLE 9 - - » Fy "� "' V Z
I �t -OHE- OVERHEAD UTILITY LINE �' - '`�
t
`s `' VERTICAL CONTROL "CRA60"
cn o �' BRASS DISC IN CONCRETE HEADWALL ---D--- DRAINAGE PIPE D ASPHALT r ==`` , w 7 N
z - Ln
�t x ELEV = 14.24' EXISTING WOODED rn
SILT FENCE SF = 30 R rz
� w�
AREA, TO REMAIN CONCRETE. APRON - � �• �
m
o �tt � » PI X CLEARING LIMIT ----- CL < �.,•a.e. � 15.1} GRAVEL PARK(ACCESS ROAD � � N
� 30 NE CONCRETE x
-- v.
L +�,\ a CONTOUR 6 ' Q
\ GRAVEL C� C> z w
DIRECTION OF FLOW o a a�
t x 5.6 EXISTING SPOT ELEVATION
+ 404 WETLANDS 20.5'f > 0
�b NAIL SET + 6.5 NEW SPOT ELEVATION s COASTAL WETLANDS o ' w LO o
6d LP UTILITY POLE (LIGHT POLE) v
TBM WITH ELEVATION ABBREVIATIONS ro
C Q
MAG MAC NAIL STA. STATION \ o ® -20'--1m N
MAG NAIL (CONTROL) LF LINEAR FOOT FO UNDERGROUND FIBER-OPTIC -° Ln
ALL WORK THIS SHEET IS BID ALTERNATE 001 rvwl TREE LINE CF CUBIC FOOT TBM TEMPORARY BENCHMARK
CY CUBIC YARD RCP REINFORCED CONCRETE PIPE ACCESS ROAD PLAN C
A STREET SIGNS -�-- R/W RIGHT-OF-WAY NWL NORMAL WATER LEVEL PARK ACCESS ROAD ENTRANCE LAYOUT
-
INVERT
C2 C2 SCALE 1 "=30' SPECIMEN TREES TO REMAIN INV SQUARE FOOT CCL CLEARING LIMIT
C2 NOT TO SCALE
(SPECIES AS INDICATED) SF
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
HIGH POINT STA = 1+50 � HIGH POINT STA = 1+87.50 o PVI ELEV = 14.00 Lq o LOW POINT STA = 6+25 /!I
.CD �"� O CD O nj O r- N Lo c0 rS� O
ao PVI STA = 1+00 � oa 00 a> PVI STA = 2+25 co d A.D. = 2.45 'n � r` PVI STA = 5+50 N oo GENERAL CONSTRUCTION NOTES•
O+ - PVI ELEV = 16.80 + `� + "' PVI ELEV = 16.80 N "' K = 30.57 � 4 ::: PVI ELEV = 10.80 " 1. THE LOCATIONS SHOWN OF UNDERGROUND AND ABOVE-GROUND UTILITIES ARE
6i A.D. _ -1.95 u; L;_; ui 1�j A.D. _ -3.73 C;i ,i; U; ,i; &; ,i; A.D. = 1.28 6; L,; APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE ALL UTILITIES IN THE
v u c> v c� c� c) v v C) c� v
> > K = 51.28 > > > K = 20.09 � > > > > > K = 117.19 > > AREA OF WORK AND TO PROTECT THEM DURING THE COURSE OF CONSTRUCTION.
20 °] L-' w om m w m w w m m w ``' 20 2. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SAFETY SIGNAGE, TRAFFIC SIGNAGE,
LO 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
v, 18 PROJECT ENGINEER.
w 4. THE CONTRACTOR SHALL BE RESPONSIBLE TO PERFORM A VISUAL INSPECTION OF THE
0.00% _- - z WORK AREA PRIOR TO BEGINNING WORK IN ORDER TO DOCUMENT THE CONDITION OF THE
= WORK AREA. THE CONTRACTOR SHALL DOCUMENT THE CONDI1ION OF ALL WORK AREAS PRIOR
_ ca
16 -- - - -- --- - - - - --_ -- - _ -- - -- - - - ---- - - f- 16 TO BEGINNING WORK. ANY DAMAGE THAT EXISTS AFTER CONSTRUCTION THAT WAS NOT � W FINISH GRAD Q
� 9F�y � DOCUMENTED TO EXIST PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE �
�o, CONTRACTOR TO REPLACE/REPAIR.
\ 6� 5. THE CONTRACTOR SHALL BE.RESPONSIBLE TO PROVIDE ALL CONSTRUCTION SURVEYING.
CJ L 14 DITCH LE RIGHT EXISTING TRADE \ . -_- __-----------_--___:-_ ----_ ----_-_- - __.-_-- .._-_-. - THE PROJECT ENGINEER WILL PROVIDE SITE BENCHMARKS FOR THE CONTRACTORS USE.
/ _ - - --- -- - ---- --- - ------ ---.__ _.- ._._._ -- - ---- - -- -- -- ----- -- 14 .�
6. THE CONTRACTOR SHALL CONFINE ALL HIS OPERATIONS WITHIN THE LIMITS OF W O
DISTURBANCE SHOWN. THE CONTRACTOR SHALL NOT BE PERMITTED TO WORK OUTSIDE THE
40LF N W 18' RCP, PLACE IN 'T•�8% LIMITS OF DISTURBANCE WITHOUT THE EXPRESS PERMISSION OF THE PROJECT ENGINEER AND
W ND CROSSING 1
FLOW Lf E OF EXISTING DITCH
12 -IM .A T
_ THE INDIVIDUAL PROPERTY OWNER.
- - -- - - - - 4-
C =4,25 SQr-- . -- ----------- 12 7. All IMPORTED FILL MATERIAL SHALL BE OBTAINED FROM A PROPERLY PERMITTED BORROW
FINISH GRADE 0.098 ACRES± PIT FACILITY.
GENERAL WORK ITEMS:
- - - 1. ALL DISTURBED AREAS SHALL BE REVEGETATED IN ACCORDANCE WITH THE PROJECT W
EXISTING GRADE - VEGETATION PLAN AS INDICATED ON DETAIL E, SHEET C14. E---
SPECIFIC WORK ITEMS
8 -
- - 8 tO GRAVEL ACCESS ROAD, SEE DETAIL A, SHEET C13.
® ASPHALT PAVEMENT, SEE DETAIL B, SHEET C13.
30 ADA ACCESSIBLE TRAIL, SEE DETAIL C, SHEET C13.
- . - -_ _ _ - _ _ _ _ - ._ _---___ _--------- __. . __-__-- _---------_.-___ __ . _ ____ - __-_ __ -_-------_ -_ __. _._ __._ __---_-----___-__ _ -.____- _-__.____-_--_-_- _-_- _----_.-- 4 VEGETATED SWALE SEE DETAIL D SHEET C13.
O5 CONCRETE APRON, SEE DETAIL E, SHEET C13. E..
© .,,CONCRETE SIDEWALK SEE DETAIL F SHEET C13 W O
- - - !�!
O7 HANDICAP ACCESSIBLE RAMP, SEE DETAIL G, SHEET C13.
® HANDICAP PARKING SIGNAGE, SEE DETAIL H, SHEET C13.
PAVEMENT STRIPING, SEE DETAIL I, SHEET C13. Cf)
10 CONCRETE WHEELSTOP, SEE DETAIL J, SHEET C13.
2 _ - - -_ -
___ __ _ -_ _ -_ ;.--_----_-__ -- _ _..-_-__ ____ 2 it PARK ACCESS CONTROL GATE, SEE DETAIL K, SHEET C13.
O GRAVEL CONTROL ENTRANCE, SEE DETAIL A, SHEET C14.
SILT FENCE, SEE DETAIL B, SHEET C14.
DATUM ELEIj 0 14 CHECK DAM, SEE DETAIL C. SHEET C14.
0.00 15 PIPE INLET/OUTLET PROTECTION, SEE DETAIL D, SHEET C14.
I` r7 c0 O c0 r7 r'') N o0 r- �' r7 O O
O O N r7 d- r7 ` p� d- r7 O
N 00 � 00 t`e _ 00 N r7 f\ O d- 00 O - r` oO 00 LC> 00
� tS7 u'S � Oc0 Oc0 � c,0 � � mod- Nr7 cV 000
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
B ACCESS ROAD - PROFILE
C2 U12HOR. SCALE 1 "=30'
VERT. SCALE 1 "=3' 30 0 15 30 60
MEN
GRAPHIC SCALE. 1" = 30' 09095

x 9.66 x 8.86 x 909 9.14 x 9.57 1 RELEASE FOR PERMITS JCA 2 3/10 -
x x 8.95 " g.02 _� �
�r`�� '��ifii►r.a& ?� z
cn 9.16 9. 9.41 9.44 9-15 .,, 4 •80 r�
20LF NEW 15" RCP 19 _ -0L �
- - - - - - - - - -
SF r
z
:53 g•32 ' -t __ �- --+�-- 9.60 � � ' NO DESCRIPTION BY DATE ''�° f�\ � '��`
- m:..8 5 -
. ra G3>Z7
9+00 10+00 11+00 12+00 13+00 14+00 --
=8.6 - F - _T' - - 0 +_ x I- --X-g -1-- - I- - --I- N82°54'58 E I - - -I- 9. - / 10_32 �_H__ - v- e�,;tv<
- x 9.13 ®..�_�J.55 47"� .
-R 9.17 X 9.98
8 x 10.66
_ X 9.10 N " 9.10 O1 649.18' 9.51 X 9. " 9.41 X s✓�'d 0,��"=> �®��
7.4° x 6 F SF_ - - 10.01 - - - - - - - - - - - 9.55 - _ 9.60 - - 9.74 9.62 -
.4-= °O --E� - 9.3 9.41 �
7 F l t. co x 9.41 " 6 x
-` 00 - x 9 36 LIMITS OF DISTURBANCE/ >
-1-_ ; x 8.99 i- + - CLEARING LIMITS = 4.08 ACf x 10.1 LEGEND
9.58 ' - = EXISTING NEW
1- r __ + x 9.10 x 9.76 x 9.94 x x
WETLAND CROSSING T_ -{ 10.02 11.15 z
" -1_ EXISTING 4 4 WETLANDS[- -�- x 9.62 -1- x g.23 x 8 98 x 10.28 o EOP EDGE OF PAVEMENT EOP
IMPACT=4, 54 SQ: FT. NO DEV,-LOPMENT
�a
9.69'�.098 ACRESt } 8.97 - _ x 9.88 x 9.96 - -OHE- - OVERHEAD UTILITY LINE p Q `�
f _x 9.66--1- 8.97 x 9.77
x 9.57�_
-� -' x 8.99 x 10nr, - -- -- - W a
D DRAINAGE PIPE D p E-i p
EXISTING 404 WETLANDS
A ACCESS ROAD - PLAN {NO DEVELOPMENT} ALL WORK THIS SHEET I S BID ALTERNATE 001 SILT FENCE SF ,
C3 C3 SCALE 1 "=30' ---
CLEARING LIMIT - CL
-6---- CONTOUR 6 pa Q C�2
14 w w
14 x 5.6 EXISTING SPOT ELEVATION �-, ,� �,� u W
_-
--------------
- - ---
-- -------- - � -------------- - -------_ + 6.5' NEW SPOT ELEVATION � u �
WETLAND CROSSING #1 � LP UTILITY POLE LIGHT POLE a Q Q
12 IMPACT=4,254 SQ. FT. 12
FINISH GRADE
_ 0.098 ACRESf 0. 5% TBM WITH ELEVATION
O.00% _ . _ __ - - - _ -
_ ----
_
1 - - - ----- _ - -_.. --- -- ------- - -- ----- ----- __. _---- - ------- -- -- -
-- - - --
0 EXISTING_GRADE - - � _..:- � `- _ ___- _ --___- __ _____ -- -- - -__ ® - f ®__�- _- - - - -- 10 -
- - - - - -- -- ---._ _ ------- ---- - - - - - - - -- - - - - - - - - - - 150.00 v �ti-�rv1 FREE LINE
�EXISTING GRADE
---- -- ------- - STREET SIGNS
150.0 ' VC � N
+
- __ __ LOW POINT EV 10.80
It
- - - - - - ------ .-- - -- -- - -- - - ---- ---- -- ----- ---- '� � SPECIMEN TREES TO REMAINLn
� r.
20LF NEW 15 RCP -_ _
Low POINT TA = 12+25 CO (SPECIES AS INDICATED) 0'L`9n O
+ ° -- _ _._ _ PVI_STA _ _13+00-- - - "+' o v v
00
PVI ELEV = 10.80 Ln
Q0
A.D. 0.35 v v N
6 c v - - ---- --- ----- c>- 6
m m K = 28.57 w + ASPHALT
Qo
Q CONCRETE APRON . .y.° ( w z
N - __. - N f�i LO
4 -_ -_ - _ - - _ _ -- - - -- _ - - _ _ - -. - - -- -- -- ----- ----- -- ... --.__ ------ - - --- - -------- ._ --- - -
Z ----. _ . ------- - _ - CONCRETE
w _ w W
J Z 6� m v
- -- ------- _ - - - - - -- -- _ GRAVEL r � ( X
Q E w `t
2 - - M 2 + + + 404 WETLANDS o z LL
-. _. L .,
_ > Q0
0 0 W LnO
ABBREVIATIONS `LO I
o CD a o a o a ® ® o 00 �n MAG MAG NAIL STA. STATION
t'` a0 N c0 ro 00 00 00 0o 00 r7 00 t0 00 d- 00 d- 00 Ie a'> r *'� O
00 o a' 0 6' c' 0) 0 6' ® 6' 6 a' �? a' o o) ® ao o o a� o o ® � LF LINEAR FOOT FO UNDERGROUND FIBER-OPTIC Q0
�a --- m
CF CUBIC FOOT TBM TEMPORARY BENCHMARK >
CY CUBIC YARD RCP REINFORCED CONCRETE PIPE U O N
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
B ACCESS ROAD - PROFILE WETLAND IMPACT SF SQUARE FOOT CL CLEARING LIMIT
C3 C3 HOR. SCALE 1 "=30'
VERT. SCALE 1 "=3'
x 9.12x 8.8 i '�----' �----
x 9.86
!\�- - - _ x 8.35 ZEXISTING WOODED x 7.81 GENERAL CONSTRUCTION NOTES. A
15+00 Oj 1� ZEXISTING WOODED AREA, TO REMAIN 7 1. THE LOCATIONS SHOWN OF UNDERGROUND AND ABOVE-GROUND UTILITIES ARE
16+pp x 9 62 AREA, TO REMAIN x8.64 �! APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE ALL UTILITIES IN THE
11� 1 x 0 5g 1 o 0g x 6g---X__'-f i=12 2 0 1 ��Ckl
x 8.49 AREA OF WORK AND TO PROTECT THEM DURING THE COURSE OF CONSTRUCTION.
9.30 R;3`� - x 8.25 x 8.15 2. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SAFETY SIGNAGE, TRAFFIC SIGNAGE,
-f,�- - - - - - �'00 x 9. ` LIGHTED BARRICADES, FLAG MEN, AND ANY OTHER MEASURE DEEMED NECESSARY TO ENSURE
o -" --- 38 _ THE SAFE AND EFFICIENT MOVEMENT OF TRAFFIC IN THE AREAS OF CONSTRUCTION.
w o Ol c� � � ,�
J LO x l0 32 - x 9.40 LIMITS OF DISTURBANCE/ 3. EROSION AND SEDIMENTATION CONTROL DEVICES SHALL BE REMOVED ONLY AFTER A
v cn , 00 \ vJ 4 CLEARING LIMITS = 4.08 ACf -g 07 X SATISFACTORY VEGETATIVE COVER HAS BEEN ESTABLISHED AND UPON APPROVAL OF THE
x x 1 1 + 8.g 7` S>>° Q u __CL_ - 8. PROJECT ENGINEER.
10.32 x 10!96 9 x o \ \ 06 40 ry _ �_ _ Q�-3 - 4. THE. CONTRACTOR SHALL BE RESPONSIBLE TO PERFORM A VISUAL INSPECTION OF THE
x
9 37 E CO 22 WORK AREA PRIOR TO BEGINNING WORK IN ORDER TO DOCUMENT THE CONDITION OF THE
x 10 29 `� g•51 x g 37 x g 32 83'� ` co, g 04 x 8 7 x 7 92 0 -- ----x 97 x �_ WORK AREA. THE CONTRACTOR SHALL DOCUMENT THE CONDITION OF ALL WORK AREAS PRIOR
9.50 x __ 21+00
8.86 _ _ x 8.98 � __-------- --" INV.=6.7 x - ----'"`� + Fx- TO BEGINNING WORK. ANY DAMAGE THAT EXISTS AFTER CONSTRUCTION THAT WAS NOT
- Ct- �- -` �- 20 00 ----= �- _ _ DOCUMENTED TO EXIST PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE
EXISTING WOODED Q, �� \184 00 L _ _ - _ z CONTRACTOR TO REPLACE/REPAIR. ®
x 9.72 AREA, TO REMAIN ` Oj 1 14 9,g p 9+00 - N -----� - - - ----- x 7.95 ate-+ c� 5. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL CONSTRUCTION SURVEYING. H
R�3 - _,.�_ - ,, _ _ = c THE PROJECT ENGINEER WILL PROVIDE SITE BENCHMARKS FOR THE CONTRACTOR'S USE.
x 8.95 . 0 0 INV.=6.7 _------ �' c�
N 6. THE CONTRACTOR SHALL CONFINE ALL HIS OPERATIONS WITHIN THE LIMITS OF
x 8 3g - 25LF NEW x 7.22 x 7.83 x + z DISTURBANCE SHOWN. THE CONTRACTOR SHALL NOT BE PERMITTED TO WORK OUTSIDE THE
C --_ �`�- _ - 15 RCP �2 �' LIMITS OF DISTURBANCE WITHOUT THE EXPRESS PERMISSION OF THE PROJECT ENGINEER AND
ACCESS ROAD - PLAN / - ct- - x x 7 W
i 8.16 76 THE INDIVIDUAL PROPERTY OWNER.
C3 C3 SCALE 1 "=30' ZEXISTINd 404 WETLANDS 7. ALL IMPORTED FILL MATERIAL SHALL BE OBTAINED FROM A PROPERLY PERMITTED BORROW
/� � ''_ (.NO DEVELOPMENT) � - r -� _ _ ., r __ x a on PIT FACILITY.
14 -- 14 GENERAL WORK ITEMS.
150.00' VC 1. ALL DISTURBED AREAS SHALL BE REVEGETATED IN ACCORDANCE WITH THE PROJECT
VEGETATION PLAN AS INDICATED
C TED ON DETAIL SHEET C14.
LOW-POINT ELEV =-9�00 E,
o LOW POINT STA = 20+00 o SPECIFIC WORK ITEMS � � 0
-. --- - - - -- d -- - -
12 �+ PVI STA-_- 19+25 a+ ao - 12 �i
PVI ELEV = 9.00 cv � t0 GRAVEL ACCESS ROAD, SEE DETAIL A, SHEET C13.
Llj A.D. = 0.59- 60 w - _ - __ - - ___._ ___ -_ 2O ASPHALT PAVEMENT, SEE DETAIL B, SHEET C13.
- - Q
- - - EXSSSI G GRADE -0.59% FINISH GRADE m m K = 255.00 w ® ADA ACCESSIBLE TRAIL, SEE DETAIL C, SHEET C13. �+
10 - - - -_ - 10 ® VEGETATED SWALE, SEE DETAIL D, SHEET C13. C-+
` - - - - - - - - - - � _ _ , SE , SH
_ 0.00% 5Q CONCRETE APRON f DETAIL E Eft' ClC13 W
- - - - - - - - - - ® ' _ - s - - - - © CONCRETE SIDEWALK, SEE DETAIL F, SHEET C13. "� 0
15 .00' Vc � _ _ - - - - - - - - - - - - - - - - -
8 HIGH POINT LEV = 11.34 - - - -- - ' ~ _ - - - - 8 O7 HANDICAP ACCESSIBLE RAMP, SEE DETAIL G, SHEET C13. 0
HIGH POINT S = 14+80.96 ,n HANDICAP PARKING SIGNAGE SEE DETAIL H. SHEET C13. w
co EXISTING GRADE
PVI STA 15+00 + PAVEMENT STRIPING, SEE DETAIL I, SHEET C13.
PVI ELEV = 11.50 "' 10 CONCRETE WHEELSTOP SEE DETAIL J SHEET C13.
o-__ A.D. _ -0.94 v> 25LF NEW 15" RCP O ,
6 C> K = 59.87 C-)
C-)
_ - - - - _ __ - - + 6 11 PARK ACCESS CONTROL GATE, SEE DETAIL K, SHEET C13. Z �
__ -_-__ ____._ _ - ____ -_ _____ - _-_ ---__-_ _ _- N 12 GRAVEL CONTROL ENTRANCE, SEE DETAIL A, SHEET C14.
- - - - - -- - - - -- --- -- --- - --_ N O
13 SILT FENCE, SEE DETAIL B, SHEET C14. C
4 w - - 4 14 CHECK DAM, SEE DETAIL C, SHEET C14.
Z z 15 PIPE INLET/OUTLET PROTECTION, SEE DETAIL D, SHEET C14.
2 2
0 _ 0
Ca N 00 O CO Ln In N 0-) O a) C) ® d- O Ln CD
a7 Cn O CSC O CS, O 00 O 00 6� 00 6� 00 CT (` Cn cfl c 00 CT 00 Cr 00
15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00
rD ACCESS ROAD - PROFILE 30 0 15 30 60
- C3 C3 HOR. SCALE 1 "=30'
GRAPHIC SCALE: 1" = 30' 09095
VERT. SCALE 1 "=3'

7.86 1 RELEASE FOR PERMITS JCA 2/3/10
x 7.54 x 7.40
7 50 x 7.38 - - - �__ _ --- - O x 29+00 9.30x L=1 0 3.8 7'
-I 4
EXISTING --a 28+00 �,-.
WOODED AREA _ _ x - �, x c ----}- R=1 0 5 0.0 0 NO. DESCRIPTION BY DATE Lu C �'�;0
cn TO REMAIN _------ -- �� 27+Og �� -9.2g------- a - _ .
p - Revisions
00
o rzn �- - --- -- x 25+00 xJ 2 N --- 9-_ O � ¢gar sQa��"
8.5 - -
�- " 7.6 24+00 6 - -- 1- __
� r
3 _ °.fi9 - -1 - - CD m
a 78,22�1"E - _
_ ��- o m
x 6.87 -- --"�� LEGEND
0 '=_ - �_ - 983.14' - �_ - - --`-' - - �CLEARING LIMITS R�4 08 ACf EXISTING NEW
i- -----"'_ - x 8.41 x 8.34 " 8.35 �
_ - EDGE OF PAVEMENT EOP
- --�- _ --- X 7.75 x 8.24 x 8.51 - -OHE- - OVERHEAD UTILITY LINE 0 Q �
�
x 7.48 x 8.04 x 8.35 - --D- -- DRAINAGE PIPE --D-
0 & '
A ACCESS ROAD - PLAN z SILT FENCE SF
ALL WORK THIS SHEET IS BID ALTERNATE 001 n CLEARING LIMIT ---- CL
C4 C4 SCALE 1 =30 m co
CONTOUR 6 Q C\2
DIRECTION OF FLOW
14 - _- 150.00' VC 14 x 5.6 EXISTING SPOT ELEVATION ,� W
150.0 ' VC HIGH POINT LEV = 10.00 + 6.5' NEW SPOT ELEVATION
LOW POINT LEV = 9.00 HIGH POINT STA = 28+25 Ln
Ln LOW POINT ETA = 23+75 + PVI STA 27+50 + o
cd LP UTILITY POLE (LIGHT POLE) p-+
12 +i g PVI STA 24+50 + N PVI ELEV 10.00 � o _ - 12 TBM WITH ELEVATION
N PVI ELE = 9.00 N m vi Li A.D. _ -0.33 tii Lij
w A.D. 0.33 u m m K = 50.00 W w _ A MAG NAIL (CONTROL)
mm K = 50.00 wW
10 - _ - FINISH-GRADE 10 �' `�'� TREE; LINE
FINISH GRADE O. 3%
_ T
_ _ _ STREET SIGNS
- - - - - EXISTING GRADE
g - __ _ - - _ - EXISTING GRADE - - - - - - - - - - ® e - - - - - ® - - s - - - - - - _ °' S TREES TO REMAIN
- - -
SPECIMEN
(SPECIES AS INDICATED) U-'Ln o
- CO
LO
C) _ _
i
U
o + 6 ASPHALT '� �,z
_ i � r
CONCRETE APRON L,J z N
e
.. - - 0-' Ln
4 Z 4 CONCRETE - m
J J c X
GRAY a)
V
V
E LLJ
H
�-Q
F I I 404 WETLANDS
DS Q LL
p
COASTAL WETLANDS •� Co
C (0o
wLno
0 o ABBREVIATIONS -10 L' I
MAG MAG NAIL STA. STATION r j
® o o N ® oo `- �+ " "' a ® �o " o "� cv a' o o LF LINEAR FOOT FO UNDERGROUND FIBER-OPTIC p U (9
0 0 0 0 0 0 n co oa rn rn
� � r oo � oo � aim oo � � � rn � � � � � aio cr0 a� �� m (N
CF CUBIC FOOT TBM TEMPORARY BENCHMARK >
CY CUBIC YARD RCP REINFORCED CONCRETE PIPE U
R/W RIGHT-OF-WAY NWL NORMAL WATER LEVEL
22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 INV INVERT C/L CENTERLINE
B ACCESS ROAD - PROFILE
SF SQUARE FOOT CL CL.EARING LIMIT
C4UC4HOR. SCALE 1 "=30'
VERT. SCALE 1 "=3'
x 8.86 I x 9.04 r
x9.25 x9.15 x
x x 9 18 9.15 GENERAL CONSTRUCTION NOTES:
9,14 c3' 1. THE LOCA11ONS SHOWN OF UNDERGROUND AND ABOVE-GROUND UTILITIES ARE
LIMITS OF DISTURBANCE/ ,�; APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE ALL UTILITIES IN THE
- -a _ - - - CLEARING LIMITS = 4.08 ACt x 9.04 9.13 x AREA OF WORK AND TO PROTECT THEM DURING THE COURSE OF CONSTRUCTION.
- CL_ - 9.25 x 9°29 x 9.?9 x '. a e 2. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SAFETY SIGNAGE, TRAFFIC SIGNAGE,
x LIGHTED BARRICADES, FLAG MEN, AND ANY OTHER MEASURE DEEMED NECESSARY TO ENSURE
30+00 O x 8.71 9.11 x x 9.36 32+00 - 9.2 O x O a THE SAFE AND EFFICIENT MOVEMENT OF TRAFFIC IN THE AREAS OF CONSTRUCTION.
--1- -
o - I -- O - - - N "02'05"E 3- 3+- _ 34+00 9.35 35+00 - x 9° 3. EROSION AND SEDIMENTATION CONTROL DEVICES SHALL BE REMOVED ONLY AFTER A
7_777 n N .0.13 - �- - {- - SATISFACTORY VEGETATIVE COVER HAS BEEN ESTABLISHED AND UPON APPROVAL OF THE
-
- -- - -- PROJECT ENGINEER.
N g- - 4. THE CONTRACTOR SHALL BE RESPONSIBLE TO PERFORM A VISUAL INSPECTION OF THE
- - - - STA. 35+47.46 ag WORK AREA PRIOR TO BEGINNING WORK IN ORDER TO DOCUMENT THE CONDITION OF THE
^, = W x 97 g 8 C/L CUL-DE-SAC ti WORK AREA. THE CONTRACTOR SHALL DOCUMENT THE CONDITION OF ALL WORK AREAS PRIOR
cc) �^ x ®, 8 8 7 X 8 79 x ELEV.=10.5' o TO BEGINNING WORK. ANY DAMAGE THAT EXISTS AFTER CONSTRUCTION THAT WAS NOT
�' r 8.67 8.60 x z DOCUMENTED TO EXIST PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE
o m I x 8.55 8.54 <:8.38. :fi: n t=1
x CONTRACTOR TO REPLACE/REPAIR.
19 5. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL CONSTRUCTION SURVEYING.
x x 8.06 98 7 81 THE PROJECT ENGINEER WILL PROVIDE SITE BENCHMARKS FOR THE CONTRACTOR'S USE. � Q 4-4
8.24 x 8.1 6. THE CONTRACTOR SHALL CONFINE ALL HIS OPERATIONS WITHIN THE LIMITS OF
C _ x 8.44 e .:a. \ ,. . < : DISTURBANCE SHOWN. THE CONTRACTOR SHAU_ NOT BE PERMITTED TO WORK OUTSIDE THE W
ACCESS ROAD PLAN SEE SHEET C6 FOR CONTINUATION LIMITS OF DISTURBANCE WITHOUT THE EXPRESS PERMISSION OF THE PROJECT ENGINEER AND
SEE SHEET C5 FOR PARKING AREA - ENLARGED VIEW ]n THE INDIVIDUAL PROPERTY OWNER. Q4 � -
C4 C4 SCALE 1 "=30' 7. ALL IMPORTED FILL MATERIAL SHALL BE OBTAINED FROM A PROPERLY PERMITTED BORROW �
PIT FACILITY.
14
14 GENERAL WORK ITEMS:
40.0 ' VC 1. ALL DISTURBED AREAS SHALL BE REVEGETATED IN ACCORDANCE WITH THE PROJECT
- _ _ o VEGETATION PLAN AS INDICATED ON DETAIL E, SHEET C14.
o - - -__-T : - ---- - -- - - _ -- - -- - -------- -- ---- -- - --- - -LOW-PONT POINT kV 0 OD ,
00 o LOW POINT A = 34+80 o SPEaFIC WORK ITEMS
_ -_ - __ - _ __ - ___ _ _
12 _ __ _ --__- - -_ __ _ ___ _ -- - --- -- - __ __ -- --..._ ____..___PVI STA_ 35.+00_----- --- --- - ---- ------ -- ___.- ___--- ------ -. ___----- � �i
vi i j PVI ELEV = 10.00 12 1O GRAVEL ACCESS ROAD, SEE DETAIL A, SHEET C13. ry,a C
- > > A.D. .05 _ w w. _____ __ .-.__ _._._____ __ __ 2 ASPHALT PAVEMENT SEE DETAIL B SHEET C13. I�-- -- --- - ---- ---- _ ------- - - -- p
C�
FINISH GRADE K = 7.97 1.05% ® ADA ACCESSIBLE TRAIL, SEE DETAIL C, SHEET C13.
10 0 00%
_ ___ .___-- -_____ _- ____. __ ----__ _ __ - 10 O VEGETATED SWALE, SEE DETAIL D. SHEET C13. FH
CONCRETE APRON, SEE DETAIL E, SHEET C13. W
CONCRETE SIDEWALK, , SHEET C13.- - - SEE DETAIL F
RA
0
EXISTING G DE
___.._ __ _ 7 HANDICAP ACCESSIBLE R
8
CCESS BLE AMP, SEE DETAIL G, SHEET C13.
8 ® HANDICAP PARKING SIGNAGE, SEE DETAIL H, SHEET C13.
PAVEMENT STRIPING SEE DETAIL 1,
E LSHEET C13.
10 CONCRETE WHEELSTOP, SEE DETAIL J, SHEET C13.
o -_ - -_ - -
_____ _ __- - ----__-._ ---_-- -___--_ ___- __ -_ __-___- 6 11 PARK ACCESS CONTROL GATE, SEE DETAIL K, SHEET C13.
N_ - _ - _ _ . _ _ _ _ -_ 12 GRAVEL CONTROL ENTRANCE, SEE DETAIL A, SHEET C14.
13 SILT FENCE, SEE DETAIL B, SHEET C14.
to ._ - 14
_ ____ . -_-_._._ -_ _ - _ -- -. CHECK D SEE DETAIL C SHEET C14.
z 15 PIPE INLET/OUTLET PROTECTION, SEE DETAIL D, SHEET C14.
J
H
2 - _ - . _.. _. . _ - _ ___ _ - 2
0 0
O CTO t�- O � C) � p 6� 0 C) �' O 00 � O � O 0 CD CD CD 0 O O o
O 00 O 00 O 07 O 6) O 00 O tT O O 67 O O 6� O 6� O 6� 6� 66
30+00 31+00 32+00 33+00 34+00 35+00 36+00
Z.-
rD L STA. 35+47.46 30 0 15 30 60
ACCESS ROAD - PROFILE C/L CUL-DE-SAC �-
C4 C4 HOR. SCALE 1 "=30'
VERT. SCALE 1 "-3' ELEV 105 GRAPHIC SCALE: 1" = 30' 09095

i
,
1 RELEASE FOR PERMITS JCA 2/3/10
I _j gya�e.
NO. DESCRIPTION BY DATE < o
w
RevisionsZ :• �: '
j EXISTING WOODED >, J o�ti
AREA, TO REMAIN
Z
EXISTING WOODED
AREA, TO REMAIN/ 9.64
G RESTROOM BUILDING
i 9.32LO
C5 C 14 9.29 + o 0) q
9.33 9.6 9.6 0) w � �
c� T
x 8,77 9.02 �'' + =10 0 9 6 LIMIT OF CONSTRUCTION 9 41 2 Z GENERAL CONSTRUCTION NOTES: C )
FOR BID ALTERNATE 001 n
_ x 9.48 /�� r 9.6 1O.OTW 1. THE LOCATIONS SHOWN OF UNDERGROUND AND ABOVE-GROUND UTILITIES ARE
a, O APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE ALL UTILITIES IN THE
~CL �' 9.2 1 .OTW 9:9TW 9 9TW , AREA OF WORK AND TO PROTECT THEM DURING THE COURSE OF CONSTRUCTION. E­1 Q
2. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SAFETY SIGNAGE TRAFFIC SIGNAGE iJ W
x 9.16 x 9 15 \ LIGHTED BARRICADES, FLAG MEN, AND ANY OTHER MEASURE DEEMED NECESARY TO ENSURE
9.33 ���` s x 9.15 `� THE SAFE AND EFFICIENT MOVEMENT OF TRAFFIC IN THE AREAS OF CONSTRUCTION.
x 9.44 3. EROSION AND SEDIMENTATION CONTROL DEVICES SHALL BE REMOVED ONLY AFTER A
SATISFACTORY VEGETATIVE COVER HAS BEEN ESTABLISHED AND UPON APPROVAL OF THE ,
LIMITS OF DISTURBANCE/ 10.OTW
o °, PROJECT ENGINEER. Q-, I Q � Q
CLEARING LIMITS = 4.08 Aft R5: •a 4. THE CONTRACTOR SHALL BE RESPONSIBLE TO PERFORM A VISUAL INSPECTION OF THE
x 8.9 9'2 9.7 `a 9'9 WORK AREA PRIOR TO BEGINNING WORK IN ORDER TO DOCUMENT THE CONDITION OF THE
a �O.OTW a _° PICNIC TABLE ON SLAB WORK AREA. THE CONTRACTOR SHALL DOCUMENT THE CONDITION OF ALL WORK AREAS PRIOR
x 9.04 x 9.25 x 9.18 �g �. a a {BY OTHERS) {TYP. OF 10)
TO BEGINNING WORK. ANY DAMAGE THAT EXISTS AFTER CONSTRUCTION THAT WAS NOT
n a DOCUMENTED TO EXIST PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE
B
GRAVEL 9.19 x a CONTRACTOR TO REPLACE/REPAIR.
x 5. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL CONSTRUCTION SURVEYING.
i
120' 9.29 x 9.5 ass, 6 < 9 9.35
THE PROJECT ENGINEER WILL PROVIDE SITE BENCHMARKS FOR THE CONTRACTOR'S USE.
50' 9.5 ' _ --
1 T' 9..04 6. THE CONTRACTOR SHALL CONFINE ALL HIS OPERATIONS WITHIN THE LIMITS OF
24.2' 10.2TW 10.5TW DISTURBANCE SHOWN. THE CONTRACTOR SHALL NOT BE PERMITTED TO WORK OUTSIDE THE
.104TW LIMITS OF DISTURBANCE WITHOUT THE EXPRESS PERMISION OF THE PROJECT ENGINEER AND 0
6 THE INDIVIDUAL PROPERTY OWNER. 00 Ln
1 9.13 x 9.5 9. 9.3535+00 _ 10.5 STA. 0+00
9.7 7. ALL IMPORTED FILL MATERIAL SHALL BE OBTAINED FROM A PROPERLY PERMITTED BORROW i N
N BEGIN ADA ACCESSIBLE TRAIL PIT FACILITY.
TRUCK/TRAILER 10.0 a� ELEVATION=10.45 C U r
PARKING 4+00 -�-------" z coo
Co ` O0 3 - GRAVEL 9.7 GENERAL WORK ITEMS: n
CL + + -� / � a I - LIMIT OF CONSTRUCTION
x 9.20 9'7 --- �� 6 FOR BID ALTERNATE 001 8 29 i. ALL DISTURBED AREAS SHALL BE REVEGETATED IN ACCORDANCE WITIi THE PROJECT w Z
33+00 a x 1 VEGETATION PLAN AS INDICATED ON DETAIL E, SHEET C14. Ln
-
o _ --------- ems. x 9. '8.3� xi 8.19 5 2 SPECIFIC WORK ITEMS ° m
r ---- `6 GRAVEL 9 8.8 8.79 32'±-- ---°`�8.7 x
a9.8TWp ° a ° _ - t0 GRAVEL ACCESS ROAD, SEE DETAIL A, SHEET C13. Q
o RS' 9.5 8.7 _ c� w w 9:7 74 © © �� © © 9.2 ° 5' 9.3TW 7.81 ® ASPHALT PAVEMENT, SEE DETAIL B, SHEET C13.
k-=T
x a <° .98 9. ADA ACCESSIBLE TRAIL, SEE DETAIL C, SHEET C13. 0 _00
= CL 0 9.2 9.3 �GR VEI_ °,• 2.1TW _ 7.74� �+ ® VEGETATED SWALE, SEE DETAIL D. SHEET C13. > Q0
w © 8.1 9•0 FE-9.1 x 7.46 OS CONCRETE APRON, SEE DETAIL E, SHEET C13. W
LO
vi © = 171' T'j a 6 CONCRETE SIDEWALK, SEE DETAIL F, SHEET C13.
9.2 x 8.55 1g SPACES 9 ' a a 0
8.60 x a �" 9.3 O7�s' 8.7 HANDICAP ACCESSIBLE RAMP, SEE DETAIL G, SHEET C13.
4 8.7 CIL �8 HANDICAP PARKING SIGNAGE, SEE DETAIL H, SHEET C13. a c0
7.17 O9 PAVEMENT STRIPING, SEE DETAIL I, SHEET C13. > m N
_ --------___CL PICNIC SHELTERrF 10 CONCRETE WHEELSTOP, SEE DETAIL J, SHEET C13. C) O N
LIMITS OF DISTURBANCE/ _ _._.------COT- ° -® 0PARK ACCESS CONTROL GATE, SEE DETAIL K, SHEET C13. ® n
CLEARING LIMITS = 4.08 ACt _ _ 7.06 C5 C14 12 GRAVEL CONTROL ENTRANCE, SEE DETAIL A, SHEET C14.
SILT FENCE, SEE DETAIL B. SHEET C14.
_ x 6.96 7.13 10" GUM 14 CHECK DAM, SEE DETAIL C, SHEET C14.
7 55 x 7.14 a 15 PIPE INLET/OUTLET PROTECTION, SEE DETAIL D. SHEET C14.
_ _ -----C� 7.19 x
I ° 6.85 EXISTING WOODED
AREA, TO REMAIN
7.30 Ego ISO
7.54
coNeR o
x LEGEND
EXIST{NG NEW
ZEXISTING WOODED 14" PINE
AREA, TO REMAIN EOP EDGE OF PAVEMENT EOP
7.25 -OHE- - OVERHEAD UTILITY LINE
-
- - -D- -- DRAINAGE PIPE D
16" GUM SILT FENCE SF
SEE SHEET C6 FOR CONTINUATION CLEARING LIMIT ----- CL
A PARKING AREA - ENLARGED VIEW
---6---- CONTOUR 6
» DIRECTION OF FLOW CD
c5 uclSCALE 1 =2o ALL WORK THIS SHEET I S BID ALTERNATE 001 X 5.6 EXISTING SPOT ELEVATION
+ 6.5' NEW SPOT ELEVATION �' QO �
�02 LP UTILITY POLE (LIGHT POLE) W
I
TBM WITH ELEVATION
Q MAG NAIL (CONTROL)
TREE LINE
I
STREET SIGNS -®- +
> SPECIMEN TREES TO REMAIN
(SPECIES AS INDICATED) U� W
O
C--� ASPHALT1 [�+
CONCRETE APRON W
CONCRETE
GRAVEL C�
+ + 404 WETLANDS
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
i
I
I
i
I
20 0 10 20 40
GRAPHIC SCALE: 1" = 20' 09095

SEE SHEET C5 FOR PARKING AREA - ENLARGED VIEW 1 PERMITS
E JCA 2/3/10
MATCH LINE STA. 5+00 RELEASE FOR P
GRID ORT � -�`�' T�EXISTING 404 WETLANDS
PIC IC �. - (NO DEVELPMENT , LIMITS OF DISTURBANCE/ �`'. �0
x x SHE TER 10" GUM �c -{- CLEARING LIMITS = 4.08 ACt b 18" OAK --'0
PICNIC TABLE ON 10" G M �W, -{`
u �_ ��� i_ NO. DESCRIPTION BY DATE S° ;�;.q
14" PINE f``t >!::' EXISTIN WOOD FOO`flBRIDGE _. LIMIT OF EXISTING
S E SHEET C12'- FOR IMPROVEMENTS- 404 WETLANDS 3 Revisions
SLAB (BY OTHERS) �� { 2� -•
I (TYP. OF 10) v ;. 12" PINE - 18" BEECH •.g ��`
c I -{_ / ,
Iy / r \ 10" GUM / �`"- rn o� � � " _ • � ®'� � at,���,e
-CL� �-� ! �\ --r twj ' `� `{- 2 GUM /
6" HOLLY ear ? �-� � LEGEND
____.___.....
15" PINE SH � E � { - 24" OAK EXISTING NEW
I x ex d o m / elR Fo X'� 1
z c� 16" GUM �� R-iEjV� f '' "/ EOP EDGE OF PAVEMENT EOP
� r7 z LIMIT OF EXISTING y- ��ti, 'EQ -{_ . x
STA. 0+00 p z can 404 WETLANDS ! �� / �' " = - -OHE- - OVERHEAD UTILITY LINE
BEGIN ADA ACCESSIBLE TRAIL ` ' _ `'` FdQT �- - LO
I ° a -- EXISTING 404 WET,IANDS �' � IQGE x - -D- -- DRAINAGE PIPE D 0
- ELEVATION=10.45 rl '=i -r- (NO DEVELOPMENT) � � Af�� GENERAL CONSTRUCTION NOTES: ® Q <C
a - �_ ,- �_ SILT FENCE SF 1. THE LOCA11ONS SHOWN OF UNDERGROUND AND ABOVE-GROUND UTILITIES ARE W
APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE ALL UTILITIES IN THE CD cf)
i A + CLEARING LIMIT ---- CL AREA OF WORK AND TO PROTECT THEM DURING THE COURSE OF CONSTRUCTION.
ADA ACCESSIBLE TRAIL - PLAN o ---6---- CONTOUR 6 2. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SAFETY SIGNAGE, TRAFFlC SIGNAGE,
C6 C6 SCALE 1 "=3O' o LIGHTED BARRICADES, FLAG MEN, AND ANY OTHER MEASURE DEEMED NECESARY TO ENSUREco
DIRECTION OF FLOW THE SAFE AND EFFICIENT MOVEMENT OF TRAFFIC IN THE AREAS OF CONSTRUCTION.
3. EROSION AND SEDIMENTATION CONTROL DEVICES SHALL BE REMOVED ONLY AFTER A
x 5.6 EXISTING SPOT ELEVATION SATISFACTORY VEGETATIVE COVER HAS BEEN ESTABLISHED AND UPON APPROVAL OF THE E-+PROJECT ENGINEER.
Q
-I- 6.5' NEW SPOT ELEVATION 4. THE CONTRACTOR SHALL BE RESPONSIBLE TO PERFORM A VISUAL INSPECTION OF THE W W
- � LP UTILITY POLE (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 O W E4
TBM WITH ELEVATION TO BEGINNING WORK. ANY DAMAGE THAT EXISTS AFTER CONSTRUCTION THAT WAS NOT �,
- ------- -------- - ------- ----- - --- a Q Q
14 _ _ __ _..___- -----__ -__ __.____ - __ .-_._-_. --_-_---- .____ -_- __- -_--.__-- -- ---------------- --------- --- 14 DOCUMENTED TO EXIST PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE
MAG NAIL (CONTROL) CONTRACTOR TO REPLACE/REPAIR.
5. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL CONSTRUCTION SURVEYING.
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
12 - ALL WO K THIS AREA STREET SIGNS DISTURBANCE SHOWN. THE CONTRACTOR SHAH NOT BE PERMITTED TO WORK OUTSIDE THE
BID ALTERNATE 001 BID ALTERN TE 001 12
BID_. ALTERNATE 00Z-_._____- ___-- __ ._.._-__- -_-___-. __--___-_-_ _---__._-___. -_-_- - - ____-___ -- - _ LIMITS OF DISTURBANCE WITHOUT THE EXPRESS PERMISION OF THE PROJECT ENGINEER AND
SPECIMEN TREES TO REMAIN THE INDIVIDUAL PROPERTY OWNER.
10 '2.90, - __ _ _ - _ -_ -- -.: _.__ ___.. _ - _ -_.- _ 10 (SPECIES AS INDICATED) 7. ALL IMPORTED FILL MATERIAL SHALL BE OBTAINED FROM A PROPERLY PERMITTED BORROW
PIT FACILITY.
--I � _2.00� - FINISH GRADE_.. . - _ ____ - __ -- - --- - - --.,--- --- - - -- �'� o
_ 0 0.00% STA: 2+53.84 STA. 3+56.12 _ C� GENERAL WORK ITEMS: 00
�7
g _ `__. -- _. - ELEV:- 6.07 _ . __ . _. -- _ .__ _. -._... _ ----ELEV--6.48 ____ -_-__ - - 8 1. ALL DISTURBED AREAS SHALL BE REVEGETATED IN ACCORDANCE WITH THE PROJECT � N �
_ 0.00% _ ASPHALT
- - - - - - ___ - - - - - - VEGETATION PLAN AS INDICATED ON DETAIL E SHEET C14. -
_ - sE :1 CONCRETE APRON ] c
_ -_ ___ _ __ _ _ _.. -__._.-_ _ -- _ SPEgFlC WORK ITEMS Z �
EXISTING GRADE 4 % CONCRETE
6 __._ - _ - - - -_.._ \ _ -- -- - - - - - - - - - -.. -/ - ----- -------- - - - -- ------ 0 6 0 GRAVEL ACCESS ROAD, SEE DETAIL A. SHEET C13.
Lit Z N
I GRAVEL O2 ASPHALT PAVEMENT, SEE DETAIL B, SHEET C13. Ln
- - - EXISTING GRADE C) W N
(�+ + + 404 WETLANDS Q ADA ACCESSIBLE TRAIL, SEE DETAIL C, SHEET C13.
-- - I �
4 \ w ® VEGETATED SWALE, SEE DETAIL D, SHEET C13. W X
- _
z 4 COASTAL WETLANDS O5 CONCRETE APRON, SEE DETAIL E, SHEET C13. E W
- - - - - _ -- -- -- --- - - _.__ - - -- -- - ---- --- - --- --- - _ © CONCRETE SIDEWALK, SEE DETAIL F SHEET C13. ICI C Z
p
7 HANDICAP ACCESSIBLE RAMP, SEE DETAIL G, SHEET C13. .> 00
� ABBREVIATIONS o
2 _ _ _ _ - _- ._.__ ___. -. _-_- -_ - __-404- ET--NDS-- -- ----- _-_---___ ------.__-._ _---_-_-_-- _ ___ -- ----_____ ..__-- _ __.____ 2 ® HANDICAP PARKING SIGNAGE, SEE DETAIL H, SHEET C13. c9
MAG MAG NAIL STA. STATION Lw LO o
NO IMPACT THIS AREA O PAVEMENT STRIPING, SEE DETAIL 1, SHEET C13.
LF LINEAR FOOT FO UNDERGROUND FIBER-OPTIC to CONCRETE WHEELSTOP, SEE DETAIL J, SHEET C13.
CF CUBIC FOOT TBM TEMPORARY BENCHMARK
it PARK ACCESS CONTROL GATE, SEE DETAIL K, SHEET C13. X r�
o o ® o o m r L N Q L o _ CY CUBIC YARD RCP REINFORCED CONCRETE PIPE t2 GRAVEL CONTROL ENTRANCE, SEE DETAIL A, SHEET C14. 0
6' o r '� r co r; r; 00 oo � R/W RIGHT-OF-WAY NWL NORMAL WATER LEVEL I, .y m N
t3 SILT FENCE, SEE DETAIL B, SHEET C14.
LO
INV INVERT C/L CENTERLINE 14 CHECK DAM, SEE DETAIL C, SHEET C14. 0 N
j
SF SQUARE FOOT CL CLEARING LIMIT 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
00 16" FINE 24" HICKORY
�+., 16" HICKORY 16" HICKORY 14" OAK x OG- 10" OAK 7
8" BEECH
36" BEECH 16" BEECH
� - - .-_._.•_ �' � - - "'��;. .-,�' �. 16" BEECH -
x: ._: 16 BEE
BELCH _
CH
CW.
-1 0 l
� c
8 - 1 S
ti
. . . .. . :..:......... 15 GUM � 7.7 ..� '---`m"..'�`-�_--. -
_ _ 5
L
' cL- ooF
g 8 M 0 GUM
PICNIC TABLE ON SLAB
f GU 10 HICKORY OAK - . -.. .... . . ..:...=~;-�+--`:-^'�- /-�` � , d �. ..::... ... :.. � - �_ I (BY OTHERS) (TYP. OF 10)
16 BEECH o .- _g LIMITS OF DISTURBANCE/
=,ice
: " CLEARING LIMITS = 4.0$ ACt I
8" BEECH
20" BEECH X:.:..:.. -
8" BEECH
X 7.80
20" BEECH 20" BE N �EXISTING NATURAL TRAIL Q W
C ADA ACCESSIBLE TRAIL - PLAN x ss TO REMAIN W
C6 C6 SCALE 1 "=30'
0
�
14 14 [� Q
12 12
E--1
10 10
- - O
- - FINISH GRADE / / ` FINISH GRADE 8 I �'
g - - - - 0.22� _ -
O_22% - - s - _ _ _ _ -
_ - - e- - - - - - - - - \ - ��
_ EXISTING GRADE. - - � _._ - - - - - - - - - �
6 + EXISTING GRADE �,,
o �`
,n M 6
N
4 z v'
- z 4
x
U
- . C
2 M
_ - 2
p o U) u7 � d- N � ro `� co �`` °O Q0 6' d- ® r� o d'. CO d_ C? O O o
c� r r` 1? co r` ao o m oo r- ca u� oo Ln co
00 r r� r r\ � � r; ^ r� � a� �
5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 30 0 15 30 60
�GRID
D ADA ACCESSIBLE TRAIL - PROFILE
C6 C6 HOR. SCALE 1 "=30'
VERT. SCALE 1 "=3' GRAPHIC SCALE: 1" = 30' 09095

1 RELEASE FOR PERMITS JCA 2 3/10
;..
_ DESCRIPTION �.�
— DATE- BY E
1
Y....
CLZ.
_
Revisions
Cr�
s
.r.
O
i
LIMITS OF DISTURBANCE/ o
N
� � / " `��•' CLEARING LIMITS = 4.08 ACf +>
EXISTING NATURAL TRAIL u TO REMAIN LEGEND
} �;
EXISTING NEW
EOP EDGE OF PAVEMENT EOP LO
- -OHE- - OVERHEAD UTILITY LINE C Q <
A - -D-- - DRAINAGE PIPE D O � "� p
ADA ACCESSIBLE TRAIL PLAN
C7 C7 SCALE 1 "=30' ��� SILT FENCE SIF • 0
CLEARING LIMIT ---- CL— QQ co
-----6---- CONTOUR 6 E- t!� Q Q C\2
DIRECTION OF FLOW W
14
x 5.6 EXISTING SPOT ELEVATION '-:1 �:: W
14 + 6.5' NEW SPOT ELEVATION (4 u Q-41 <
12
- 0 LP UTILITY POLE (LIGHT POLE) �' Q 1
TBM WITH ELEVATION
12
A MAG NAIL (CONTROL)
10 _ _ TREE LINE
10 STREET SIGNS +
�
8 0.00%_ � � SPECIMEN TREES TO REMAIN- - J - - - - - - - — FINISH GRADE 0. �o
- - - (SPECIES AS INDICATED) 0
00 Ln
o _ - - - - - - - - — v
Ln 0
- - _ ----- -__ _ - - - - - — _ — - - - - — - - - - — - - _ — - - - -
I
i `EXISTING GRADE EXISTING GRADE � U
6
—�
+ 6 ASPHALT
N N CONCRETE APRON w z N
� LO
4 Z ¢ CONCRETE
J m
z 4
GRAVEL Q
2 _ __ 404 WETLANDS z L'-
� o
2 i COASTAL WETLANDS > �
cQ0o
0 CD Ln
� o � � � � � � � � L CO CDABBREVIATIONS � �
I
,\ ^ h `° 00 �, �, MAG MAG NAIL STA. STATION 0 r
0 O �
'- '� '� '� co LF LINEAR FOOT FO UNDERGROUND FIBER-OPTIC
CF CUBIC FOOT TBM TEMPORARY BENCHMARK
?4+OU 15+00 16+00 17+00 18+00 I� ,n
CY CUBIC YARD RCP REINFORCED CONCRETE PIPE
13+00 U u
19+00 20+00 R/W RIGHT-OF-WAY NWL NORMAL WATER LEVEL
B ADA ACCESSIBLE TRAIL - PROFILE INV INVERT C/L CENTERLINE
C-7 C7 HOR. SCALE 1 "=30'
SF SQUARE FOOT CL CLEARING LIMIT
VERT, SCALE 1 "=3'
ALL WORK THIS SHEET IS BID A LT E R N AT E 001 GENERAL CONSTRUCTION NOTES:
LIMITS OF DISTURBANCE 1. THE LOCATIONS SHOWN OF UNDERGROUND AND ABOVE-GROUND UTILITIES ARE
APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE ALL UTILITIES IN THE
CLEARING LIMITS = 4.08 Aft AREA OF WORK AND TO PROTECT THEM DURING THE COURSE OF CONSTRUCTION.
6 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
SATISFACTORY VEGETATIVE COVER HAS BEEN ESTABLISHED AND UPON APPROVAL OF THE
"
N PICNIC TABLE ON SLAB PROJECT ENGINEER." ":- ;'., 4. THE CONTRACTOR SHALL BE RESPONSIBLE TO PERFORM A VISUAL INSPECTION OF THE
(BY OTHERS) (TYP. OF 10) CL- -24+90
WORK AREA PRIOR TO BEGINNING WORK IN ORDER TO DOCUMENT THE CONDITION OF THE
p� WORK AREA. THE CONTRACTOR SHALL DOCUMENT THE CONDITION OF ALL WORK AREAS PRIOR
--CL '- "" ~` 9�2ti TO BEGINNING WORK. ANY DAMAGE THAT EXISTS AFTER CONSTRUCTION THAT WAS NOT
DOCUMENTED TO EXIST PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE
0$- CONTRACTOR TO REPLACE/REPAIR.
y
co �� -- •-� ,..'�,- � •., 5. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL CONSTRUCTION SURVEYING.
-CL �i
=".� _ �< 88j8 :=,_�`:_ THE PROJECT ENGINEER WILL PROVIDE SITE BENCHMARKS FOR THE CONTRACTOR'S USE.
3 ,-- —�';._ t: % 6. THE CONTRACTOR SHALL CONFINE ALL HIS OPERATIONS WITHIN THE LIMITS OF �
0 ADA ACCESSIBLE TRAIL - PLAN - y DISTURBANCE SHOWN. THE CONTRACTOR SHALL NOT BE PERMITTED TO WORK OUTSIDE THE W
C7 C7 SCALE 1 -30 ` ::..., O
` ' s LIMITS OF DISTURBANCE WITHOUT THE EXPRESS PERMISSION OF THE PROJECT ENGINEER AND W
_� k THE INDIVIDUAL PROPERTY OWNER. H
7. ALL IMPORTED FILL MATERIAL SHALL BE OBTAINED FROM A PROPERLY PERMITTED BORROW
PIT FACILITY.
GENERAL WORK ITEMS:
1. ALL DISTURBED AREAS SHALL BE REVEGETATED IN ACCORDANCE WITH THE PROJECT
14 VEGETATION PLAN AS INDICATED ON DETAIL E, SHEET C14. (14
14 SPECIFIC WORK ITEMS E---i 0
12 I 1Q GRAVEL ACCESS ROAD, SEE DETAIL A, SHEET C13.
12
0 ASPHALT PAVEMENT, SEE DETAIL B, SHEET C13. 124 0 <i
0 ADA ACCESSIBLE TRAIL, SEE DETAIL C, SHEET C13.
10 - VEGETATED SWALE, SEE DETAIL D, SHEET C13.
O5 CONCRETE APRON, SEE DETAIL E, SHEET C13. W
-0. 5% 0.29%
1.0 �� ___ CONCRETE SIDEWALK, SEE DETAIL F, SHEET C13.
—
FINISH GRADE — ® HANDICAP ACCESSIBLE RAMP, SEE DETAIL G, SHEET C13. ~
— — — ® HANDICAP PARKING SIGNAGE, SEE DETAIL H, SHEET C13.
EXISTING GRADE — _ - 1 — �EXISTING GRADE - - - - 8 ® PAVEMENT STRIPING, SEE DETAIL i, SHEET C13.
o I I 10 CONCRETE WHEELSTOP, SEE DETAIL J, SHEET C13.
6 + _ 11 PARK ACCESS CONTROL GATE, SEE DETAIL K, SHEET C13.
N I � 12 GRAVEL CONTROL ENTRANCE, SEE DETAIL A, SHEET C14.
13 SILT FENCE, SEE DETAIL$, SHEET C14.
to
6 C14z 14 CHECK DAM, SEE DETAIL C, SHEET C14.
4
PIPE INLET/OUTLET PROl1 CT10N, SEE DETAIL D, SHEET C14_
4
Q J
2 __ a
2
0
aJ 00 ,6 co °� � a� � n c o o '" coo � rn cfl r`
�°� co °� 00 00 00 rn aJ o 00 cv 00 o
06 0O 00 00 rn 06 rn 06 rn rn
20+00 21+00 22+00
23+00 24+00 25+00 26+00
D ADA ACCESSIBLE TRAIL - PROFILE
C7 C7 HOR. SCALE 1 "=30' 30 0 15 30 60
VERT, SCALE 1 "=3'
GRAPHIC SCALE: 1" = 30' 09095

i
-~ `` - RELEASE FOR PERMITS JCA 2/3/10
-
V
-1- 1D A TERNA f +
E Q I r ✓ -� ^' Q ✓ r' ff ?0q1
- -�_ _f.. - _ + -I SCRIPTION BY DATE co
:
DE
-- RNAL T 002
Revisions � �_ 404 WETLAND BOUNDAIRY - r
r _F ¢ o ! f
'�. --� �' -t 7 `j �, �\ DG-ff CS, �COASTC 1��GETAT10id�,
X 5.68 X 4 _. r- N(3Rt(�ACr JNARV,1, ,
X 24" BEECH ¢ ._ rt / 1 r -1 '� FLOOD ZONE AE
2.54 3.75 oa r ,� WfBE_W11A 15 x15 LEVATED
I 7.77 X 36" BEECH 6.56 X 3.0 0 -� �{ t.. _L. ,t r I PLATFORM?(272 SF) BFE=8 z
ZEXI/TING-WOODED 6 - f ,f �A-W� , LO
\\,,'' �_ EXISTING 404 LANDS 1`- 1 a
6,86 18\ BEECH X 3.40 - -'NO DEV LO'P ENT) f r -'' -� `' (P �M �D r' r' '-' �\ �
REA, TO REMAIN X 3.20 X r - -'
x UPLANDS) + ,�
i 45 X 7.48 6.17 d _�. }
LIMITS OF DISTURBANCE -- -------._ 18" BEE H m / f- 1, 'W ) ) w
-X 21" BEECH ) r �, �' =y T�€MIRAR��' ( \
( -f- -� r o
CLEARING LIMITS = 4.08 ACf X 8 x. .'. ,. _...: .: --CL - - _ 1 ,� s -�; R C R0 ,-� \
I _i`/y. 5 5 29+0 r, . 6--WIDE AC-CE L E- J ,- J r r c> •c� LEGEND t y� co
p' -- - r --J -J �' r � 08D \ \ w O
1
_ :... . ."
'e ... 8.15 24" BEECH 5 , 0 0- Y -KWAY ,�, 8 z ,�M c�
3 9.13 36" BEECHF -
30" BEECH 6.75 X X 3.34 rt_ -f- �, ,1 ,�. IN6, > .- -� EXISTING
-� \o -- NEW � � � � �
X 3.57 24 -f r, -' 1 --'� {206, \ c�� ¢ !e W , r w
(BY OTHERS) (TYP. OF 10) 3.42 -� --- , ,1 r- --' I Q- \ c� ,, EOP EDGE OF PAVEMENT EOP w W
l r `J -�2+ C3 r r
l J { i- ,-- r - �' -- -OHE- - OVERHEAD UTILITY LINE W
/ I \
� , y�"r's ���`�` •� �. 48 WIDE GRAVEL AROUND TAB L - EXI TING WOODED -�� / ,-
�. THIS LOCA11ONX 7.97 � ' X 3.36 { ;� -r ',� r 1 q r r - --D- - - DRAINAGE PIPE D
F RS' 8 6g AR A, TO REMAIN 4 r r, ,� r,-�-.� J /,-� �, r. .
X (UPLANDS) 1 -_ �- j'- a ,WDr EWP0�a -._' Q
g. X 6.7 -� --' 9�x-EflRf�t 6g_ 33+0 SILT FENCE 11
SF
8.75 �1 8.22 � 6 ' �. �' '' ;� r ;� r �, r 6a ODE- DAB C �� '
9.5 / FLOOD -- / .- r- / �,, CLEARING LIMIT ---- CL
ZONE AE ZONE 2 REPAR , BUrFER _ r_ - - ' r -. �WWOOD'WAI�CWA'(� z �. '�
t O X 7.54 LL- I '� XISTINv'PEVE
TAB W€fil� r r ✓BFE=8 X / �� ./ -�- ✓ - o ePM '� ',� f � �' NHBE � 10
"J r - / j , - -----6---- CONTOUR 6
ZONE 1 RIPARIAN FFER ?, t- �. r �) o, r �, ' r M4NUIt�� / �\� - DIRECTION OF FLOW
o� P� RESTR00M BUILDING r r o�
�����0 x 5.6 EXISTING SPOT ELEVATION
t�0 C5 C14 }- 1 ' '; f ffi "' -' ✓ -POWA�,1N11FR t /E(� 'E6�� OF COASTAL VEGETATION j
X / _ �, r r r. r , , 'Tl RMAL WATER LEVEL + 6.5 NEW SPOT ELEVATION
7.45 f r �, r ,J ,�, 8 x25 FLOATING DOChr� �- -9 c� 0
_ �- r �' r r/a`t a, _ --' -1 200 SF -' � o
_. r, r �ONG�A`% LAJJ" ( ) ', f LP UTILITY POLE (LIGHT POLE) 00 LO
A TBM WITH ELEVATION
ADA ACCESSIBLE TRAIL - PLAN
SCALE 1 =30' MAG NAIL (CONTROL) ►� z
co
C8 NOTE: SEE SHEET C9 FOR ENLARGED VIEWS OF DOCKS, PIERS, RAMPS, ELEVATED PLATFORM AND KAYAK LAUNCH TREE LINE Liz N
I
STREET SIGNS --�- � 6 Lj
Lj N
SPECIMEN TREES TO REMAIN w m x
i J (SPECIES AS INDICATED) E w �
j 14 � z
U 14 00
J Q
ASPHALT o
y: W
Ln
0
12 Q _ _ _ 12 CONCRETE APRON UI
w _ CONCRETE � 0 O
10 o GRAVEL L� > °�N
® _ 10 + f 404 WETLANDS c� o N
- - - �.�
8 \ w r s COASTAL WETLANDS
- � m 8
ABBREVIATIONS
N FINISH GRADE MAG MAG NAIL STA. STATION
TOP OF WALKWAY
6 N 5.5 - - - 6 LF LINEAR FOOT FO UNDERGROUND FIBER-OPTIC
CUBIC FOOT TBM TEMPORARY BENCHMARK
CY CUBIC YARD RCP REINFORCED CONCRETE PIPE
4 z
R/W RIGHT-OF-WAY NWL NORMAL WATER LEVEL
EXISTING GRADE Q00� 4 INV INVERT C L CENTERLINE
3.5 j
SF SQUARE FOOT CL CLEARING LIMIT
2
- o
0 - - - - - - - - - - - - - - - GENERAL CONSTRUCTION NOTES:
- - - - 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 UTILITIES IN THE
- AREA OF WORK AND TO PROTECT THEM DURING THE COURSE OF CONSTRUCTION.
2. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SAFETY SIGNAGE, TRAFFIC SIGNAGE,
-2 / - LIGHTED BARRICADES FLAG MEN AND ANY OTHER 2 0 E MEASURE DEEMED NECESSARY TO ENSURE
1 / THE SAFE AND EFFICIENT MOVEMENT OF TRAFFIC IN THE AREAS OF CONSTRUCTION.
3. EROSION AND SEDIMENTATION CONTROL DEVICES SHALL BE REMOVED ONLY AFTER A �+
/ SATISFACTORY VEGETATIVE COVER HAS BEEN ESTABLISHED AND UPON APPROVAL OF THE c)
-4 __ _4 PROJECT ENGINEER.
EXISTING GRADE / 4. THE
ECONTRACTOR SHALL BE RESPONSIBLE TO PERFORM A VISUAL INSPECTION OF THE
/ AREA PRIOR TO BEGINNING WORK IN ORDER TO DOCUMENT THE CONDITION OF THE QO
WORK AREA. THE CONTRACTOR SHALL DOCUMENT THE CONDITION OF ALL WORK AREAS PRIOR
6 I / TO BEGINNING WORK. ANY DAMAGE THAT EXISTS AFTER CONSTRUCTION THAT WAS NOT W
- / -6 DOCUMENTED TO EXIST PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO REPLACE/REPAIR.
/ 5. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL CONSTRUCTION SURVEYING. 0
_8 I / THE PROJECT ENGINEER WILL PROVIDE SITE BENCHMARKS FOR THE CONTRACTOR'S USE.
-8 6. THE CONTRACTOR SHALL CONFINE ALL HIS OPERATIONS WITHIN THE LIMITS OF
DISTURBANCE SHOWN. THE CONTRACTOR SHALL NOT BE PERMITTED TO WORK OUTSIDE THE (�
/ LIMITS OF DISTURBANCE WITHOUT THE EXPRESS PERMISSION OF THE PROJECT ENGINEER AND
/ THE INDIVIDUAL PROPERTY OWNER. �--i
-10 ` �1 / 7. ALL IMPORTED FILL MATERIAL SHALL BE OBTAINED FROM A PROPERLY PERMITTED BORROW E-i
-10 PIT FACILITY. �
/ GENERAL WORK HEMS:
-12 -12 1. ALL DISTURBED AREAS SHALL BE REVEGETATED IN ACCORDANCE WITH THE PROJECT � w
VEGETATION PLAN AS INDICATED ON DETAIL E, SHEET C14.
SPECIFIC WORK ITEMS W F �
-14 _14 iQ GRAVEL ACCESS ROAD, SEE DETAIL A. SHEET C13.
1 O ASPHALT PAVEMENT, SEE DETAIL B, SHEET C13. Q
ADA ACCESSIBLE TRAIL, SEE DETAIL C, SHEET C13.
-16 ® VEGETATED SWALE, SEE DETAIL D. SHEET C13.
-16 ® CONCRETE APRON, SEE DETAIL E, SHEET C13.
© CONCRETE SIDEWALK, SEE DETAIL F, SHEET C13.
O7 HANDICAP ACCESSIBLE RAMP, SEE DETAIL G, SHEET C13.
-18 -18 ® HANDICAP PARKING SIGNAGE, SEE DETAIL H, SHEET C13.
O9 PAVEMENT STRIPING, SEE DETAIL I, SHEET C13.
10 CONCRETE WHEELST�OP, SEE DETAIL J, SHEET C13.
-20 -20 it PARK ACCESS CONTROL GATE, SEE DETAIL K, SHEET C13.
12 GRAVEL CONTROL ENTRANCE, SEE DETAIL A, SHEET C14.
o _ 13 SILT FENCE, SEE DETAIL B, SHEET C14.
o 0 Q o r-) Q ® Q o Q Q Q 4 N 14 CHECK DAM, SEE DETAIL C, SHEET C14.
15 PIPE INLET/OUTLET PROTECTION, SEE DETAIL D, SHEET C14,
27+00 28+00 29+00 30+00 31+00 32+00 33+00
J
B ADA ACCESSIBLE TRAIL - PROFILE
C8 C8 HOR. SCALE 1 "=30' 30 0 15 30 60
VERT. SCALE 1 "=3'
GRAPHIC SCALE: 1" = 30' 09095

I
I I RELEASE FOR PERMITS JCA 2/3/10
-LOWERED RAIL AREA-POST TO POST (TYP OF 2)
ADDITIONAL PIER DOCK SPECIFICATIONS: '
STANDARD RAIL HEIGHT _
N0. DESCRIPTION BY DATE � �
1. WOOD PRESERVATIVE TREATMENT MINIMUM RETENTION IN POUNDS PER CUBIC FOOT (PCF) SHALL BE AS FOLLOWS: Revisions
A. PILES: 2.50 PCF
RAI L�jj B. CROSS BRACING 2.50 PCF
44 POST C. ALL OTHER FIXED DOCK
WOOD COMPONENTS 0.40 PCF � ���-�
D. ROUND PILE DIA. TO BE 8 INCHED 3 FEET FROM TIP (TYPICAL).
I o _ PROVIDE 8" X 8" SQUARE PILES AT OBSERVATION PLATFORM.
O O - 2. FLOATING DOCK
UJ
Cif Lj Q A. SHALL BE AS MANUFACTURED BY:
tSJ
SOUND MARINE
(; 118 PORTWATCH WAY ® Q
Q WILMINGTON, NC 28412
910-395-9345 O E- U1 O
O
I
o B. FLOATING DOCK SHALL BE STANDARD MODEL S-210 COMMERCIAL DOCK SYSTEM AS MANUFACTURED O C')
BY SOUND MARINE WITH 1 SOUTHERN YELLOW PINE DECKING AND 18 INCHES OF FREEBOARD.
#
h C\2
� C. THE FOLLOWING ACCESSORIES SHALL BE PROVIDED: Aocl`�
° E-+ `� Q
i O 013 1. RUB
= 2. CLEATS IL - 6L TOTAL SIDES
J 3. ADA EDGE GUARD PER ADA REQUIREMENTS i�.
Q 4. ADA BOARDING RAIL �P O W �'
FISHING PLATFORM 0 /o
� 0 � � �
0 3. GANGWAY ®� ® ,
WITH PARTIAL ROOF (272 SF) a Q Q
w 0 0 A. WELDED ALUMINUM CONSTRUCTION / 10.5
I z B. ADA COMPLIANT
o C. WIDTH AS INDICATED
D. SLIP RESISTANT SURFACE
E. TRANSITION PLATE EDGE OF COASTAL VEGETATION/
o F. MINIMUM LIVE LOAD CAPACITY OF 100 POUNDS PER SQUARE FOOT NORMAL WATER LEVEL
0 0
4. FLOATING KAYAK LAUNCH 10. 10.5'
o � ° ® Pm4 ZO o
i A. AS MANUFACTURED BY: = � '�
WALKWAY ® Q - ��
- � DOCK ACCENTS, INC. (OR APPROVED EQUAL) 9- 1 I
c�
O � 11002 GENERAL PULLER HWY. „gyp ® ,�? ROOF DRIP LINE,
16" RHANG l�F z
HARTFIELD, VA 23071 `4 '0,
804 776 77 0 L,J z N
B. ACCUDOCK H-DOCK MODEL. _ LO
LJJ N
C. COORDINATE ATTACHMENT HARDWARE WITH MANUFACTURER. h� ° x
5. ALL DOCK HARb ARE TO BE GALVANIZED OR ALUMINUM. z Q
B ENLARGED VIEW-FISHING PLATFORM QC9 ELEVATION LOWERED RAIL SECTION @FISHING PLATFORM oSCALE 1 "=5' SCALE 1 "=2' \ C o
\ 8.0 6 WIDE ADA ACCESSIBLE o
LO
\ WOOD WALKWAY/PIER WITH -0 I
i \\ 0, ADA HANDRAILS, BOTH SIDES x
r7
Q (_0
LO
Z
EXISTING COASTAL WETLANDS 2! U
S �u
(NO DEVELOPMENT) ,
s.o s.o
\ EDGE OF COASTAL VEGETATION/
� NORMAL WATER LEVEL
PROVIDE ADA HANDRAILS, BOTH SIDES OF
WALKWAY & RAMPS, POINT 'C' TO POINT 'D',
BID ALTERNATE 001 Y BID ALTERNATE 002 NOTE: ALL PILES SHALL HAVE A MINIMUM IN ACCORDANCE WITH DETAIL 1, SHEET C10 f
c_.) \ >S, CL
8
10' EMBEDMENT BELOW EXISTING GRADE ��cq� a o
��q\c
44'
S J
5.5
CL c�
� ! WO
o C)
N
w � �
m"
J
�l
W `�' \) 5.5' 5.5' 8'x26ffT
' WOOD o
m �? - z FISHING PIERco
o / o (208 SF) `14 Q
290' (NOT TO SCALE)-- -
N
®
L30' RAMP
3.5' H H H 5.5' `- 5.5' S.5' .5 S
__
ASPHALT WALKING TRAIL
11 - - 11 m - ,
35 1 H H 5.5 / 5.5' 5.5' 5.5' z
6' WIDE ADA ACCESSIBLE w/ W
uj
10' O.C. TYPCAL ® WOOD WALKWAY/PIER N� TOP OF DECK / z 90,
ELEVATION = 5.5' 30' RAMP 6'
5.5' 3.0' 3.0' F=i U � 0'6
2 z �' E-'
LEGEND: cv rn , C9 C)10 S
B = CROSS BRACING REQUIRED BEYOND THAT INDICATED ON DETAIL 1, SHEET C10. � v 5.5 3.0 3.0 0
H = ADA HANDRAIL REQUIRED IN THIS AREA, SEE DETAIL 1, SHEET C10. 36'
EXTEND HANDRAIL 1'-0°, PARALLEL TO DECK SURFACE, BEYOND POINT SHOWN ON PLAN. 90. 139 O
PROVIDE ADA HANDRAILS, �BOTH SIDES OF
A r WALKWAY & RAMPS, POINT A TO POINT 'B', g co
PLAN VIEW-DOCK / IN ACCORDANCE WITH DETAIL 1, SHEET C10 5.5' WIDE ADA ACCESSIBLE Q
C9 C9 SCALE 1"=10' / ALUMINUM GANGWAY z
/ jl� _
EDGE OF COASTAL VEGETATION/ J
NORMAL WATER LEVEL
/ 1.0 1.0'
/ 8'x25' FLOATING DOCK
(200 SF)
/ GUIDE PILE
/ (TYP. OF 3)
KAYAK LAUNCH, 2 PARTS, ADA ACCESSIBLE
(48 SF TOTAL) �� BOARDING RAIL
3
C9 C10 =D o.5'
ALL WORK THIS SHEET IS BID ALTERNATE 002 �3' f 3' j_3 r' 8'
10 0 5 10 20 c�
09095
GRAPHIC SCALE: 1" = 10'

I
1 RELEASE FOR PERMITS JCA 2/3/10
SLOPED 2x8 TOP
1/8 RADIUS-ALL CORNERS ;Q
NO. DESCRIPTION BY DATE y:?�Doi
1.5" CLEAR
_ 2x6 I,TYP) revisions '
5'-1" CLEAR
1/8" RADIUS-ALL CORNERS
= 2x10 CONTINUOUS HANDRAIL = (2) 1/2" DIAMETER CARRIAGE BOLT
WHERE INDICATED ON PLANS = @ EACH POST 0
I 5'-10" 2x6 CONTINUOUS
_ 2x6 (TYP) ADA ACCESSIBLE 0)BOARDING RAIL-� LO
(4) 16d NAILS— p Q
IM �
I EACH POST (TYP) NOTE' m � ,
} 2x6 (TYP) SEE ADDITIONAL PIER/DOCK SPECIFICATIONS ON
(2) 16d NAILS SHEET C9 FOR SPECIFCS OF FLOATING DOCK CONSTRUCTION
EACH DECK PLANK
-i (.1'� co
-j EXTEND PILE TO 4x4 POST @ 5' OC
Or 5/4x6 DECKING UNDERSIDE OF DECK ALIGN EVERY OTHER POST WITH PILE
Lj PROVIDE 1/8 GAP THROUGH BOLT THROUGH PILE 8' NOMINAL PIER WIDTH I E� pa Q
W
FOR RIGIDITY TOP OF WALKWAY I � • • � �
= ____= i _____ _ ® •i 0 ® ELEVATION = 5.5 TIMBER PILING
6' TOTAL WIDTH
(6) 2x10 JOIST FLOATING DOCK i �'
SPACED EQUALLY I 0 ® I 3' WIDE FLOATING DOCK 3' WIDE KAYAK LAUNCH
12" MIN. LAP 0 INTERIOR JOIST a Q Q
1/2" DIAMETER CARRIAGE BOLT
0° --(2) 16d NAILS \�—2x 1 OX 16" BLOCK CENTERED I I
i ( I EACH GIRDER I BEVEL END AT POST (EACH SIDE) ---
O 'H
I I
(2) 2x12 GIRDER
5/8" DIAMETER THROUGH BOLT-
o 2" WASHERS (TYPICAL) NORMAL WAT R LEVEL = -0.5± ( I o
0 I I c00LO
1 / 1 i 1 ► � / �
WATER DEPTH VARIES
2x 1 Q CROSS BRACING �— — — � �— — � � '�,z
AT ENDS AND EVERY 30"± �
OTHER PILE LINE w � L0
� w�
o ROUND TIMBER PILE @ 10' O.C. x
(8 DIA. AT 3 FROM TIP, TYPICAL) w Q
z �
8x8 BLOCK BETWEEN ° o0
> t0
EXISTING GRADE '�' Ln o
EXISTING BOTTOM � XO c
0==4 m N
� U0N
w �
co 3 CROSS SECTION @ FLOATING DOCK/KAYAK LAUNCH
ROUND TIMBER PILE @ 10' O.C. LLJ
C9 ullo
SCALE 1"-1'-0"
I z
j
i
CROSS SECTION ELEVATION
i
1 SECTION @ WALKWAY
C9 C10 SCALE 1--1;O"
i
NOTE: ALL PILES SHALL HAVE A MINIMUM
10 EMBEDMENT BELOW EXISTING GRADE C)
QO
5.5' H
W <� E-
mQ
QZ� �4
TOP OF WALKWAY F
ELEVATION = 5.5'
12
1 1 _ TOP OF WALKWAY rilk
ELEVATION = 3.0'
M1
2 �
0 o CROSS BRACING CROSS BRACING Ln
It " J W
CROSS BRACINGNO CROSS BRACING r Q
z�
0 NORMAL WATER LEVEL Ah «> _
ROUND TIMBER PILE @ 10' O.C. _1 ELEVATION = -0.5±
ASSI T BAR
(8" DIA. AT 3' FROM TIP, TYPICAL)
-3
-4 8' —{
-5
NOTE:
EDGE OF COASTAL VEGETATION/ A KAYAK LAUNCH SEE "ADDITIONAL PIER/DOCK SPECIFICATIONS" ON
NORMAL WATER LEVEL SHEET C9 FOR SPECIFICS OF FLOATING DOCK CONSTRUCTION
2 SECTION @RAMP AND LANDINGS C9 C10 NOT TO SCALE u —
C9 C10 SCALE 1"=2'-0"
ALL WORK THIS SHEET IS BID ALTERNATE 002
09095

4.5' WIDE WALKWAY TOP OF PILING 1 RELEASE FOR PERMITS JCA 2/3/10 �- `` � �',-----
eor�,►rsirrr,,r
5.5' WIDE ADA ACCESSIBLE - °��
- - - ALUMINUM GANGWAY (25' LENGTH) ELEVATION - 11.0 ',®�`'-
- 6
N0. DESCRIPTION BY DATE '�•�' �
I I TIMBER PILINGa`�e
Revisions
( :------------- —4
TOP OF LANDING
ELEVATION = 3.0' -
lei o FLOATING DOCK
o TOP OF DOCK
1
ELEVATION = 1.0'
Lo
NORMAL WATER LEVEL = -0.5± 0 17 A N 0)
0")
OQ �
-1 0 E- , O
_2 5' Q
20 25 . . co
8" DIA, PILE AT 3' FROM TIP, TYPICAL -3
m Q C\2
-4
8" DIA. PILE AT 3' FROM TIP, TYPICAL W W u ° °
O wN
NOTE: EXISTING BOTTOM
SEE "ADDITIONAL PIER/DOCK SPECIFICATIONS" ON SHEET C9 FOR 8
SPECIFICS OF FLOATING DOCK AND ALUMINUM GANGWAY CONSTRUCTION -g
44 POST
10 SLATTED SEAT SURFACE
20 -24"
1 RAMP TO FLOATING DOCK o � � o
C9 C11 SCALE 1"=3'-0"
00
--
2x6 FRAME a I
2x6 BRACE AT 4' ON CENTER z
c-
DECK SURFACE w ry Ln
E w <
c- 0 Q0
O W LnO
Lno
O cl) x
m N
� 00N
A OBSERVATION DECK SEATING
C8 C11 NOT TO SCALE
NOTE: ALL PILES SHALL HAVE A MINIMUM
10' EMBEDMENT BELOW EXISTING GRADE
10.2' SHED ROOF
31
NOTE: BENCHES NOT
SHOWN FOR CLARITY
30' RAMP 12.25' LANDING 30' RAMP 15' x 15' EL VA ED PLATFORM `� H
—14
- - � c �
TOP OF INTERMEDIATE LANDING 13
ELEVATION = 8.0' t2
6' WIDE WALKWAY 10' LANDING _ _ _ _ 11 - _ TOP OF PLATFORM
�o �r 12 _ ELEVATION = 10.5'
12
Ah
TOP OF WALKWAY_ s PILES AT ELEVATED PL TFORM W
ELEVATION = 5.5' S CROSS BRACING SHALL BE SQUARE, X 8" PILES AT ELEVATED PLATFORM
® ® a SHALL BE SQUARE, 8 X 8
® 3
PILES AT ELEVATE LATFORM
® V.MtUz SHALL BE SQUARE, " X 8"
EXISTING GRADE Q
o NORMAL WATER LEVEL 0
Q;
ELEVATION 0.5 _ O Q
8" DIA. PILE AT 3' FROM TIP, TYDICAL _2
_4 t-1
5
EXISTING BOTTOM
i
i
2 SECTION @ RAMP LANDINGS TO ELEVATED PLATFORM EDGE OF COASTAL VEGETATION/
C9 C11 SCALE 1"=4'-O" NORMAL WATER LEVEL
ALL WORK THIS SHEET IS BID ALTERNATE 002
09095
I
1

I RELEASE FOR PERMITS JCA 2/3/10
N0. DESCRIPTION BY
I ALTERNATE 001 ALL WORK THIS AREA BID ALTERNATE 002 BID ALTERNATE 001
BD Revisions-
I-
ZIOISJINGX 404 WETLAND (/
(NO DEVELOPMENT) U
EXISTING WOODED
� � LO
AREA, TO REMAIN _-I- ! j j24" GUM GENERAL CONSTRUCTION NOTES: GENERAL WORK m
1 C�-� 1. THE LOCATIONS SHOWN OF UNDERGROUND AND ABOVE-GROUND UTILITIES ARE 1. ALL DISTURBED AREAS SHALL BE REVEGETATED IN ACCORDANCE WITH THE PROJECT 0 Q <(
' VEGETATION PLAN AS INDICATED ON DETAIL E, SHEET C14.
-- o L� APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE ALL UTILITIES IN THE
00
AREA OF WORK AND TO PROTECT THEM DURING THE COURSE OF CONSTRUCTION. 0 E-a 0
SPECIFIC WORK ITEMS
2. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING
-- _ _ _
CL - - - - - - —� SAFETY SIGNAGE, TRAFFIC SIGNAGE,
�
CL- - - - -` - - - - - - - �- - - - I LIGHTED BARRICADES, FLAG MEN, AND ANY OTHER MEASURE DEEMED NECESARY TO ENSURE SHEET C13.
MOVEMENT tD GRAVEL ACCESS ROAD, SEE DETAIL A,
N.
EROSION AND EDIMENTATION CONTROL DEVICES SHALL BE REMOVED ONLY AFTER A 02 ASPHALT PAVEMENT, SEE DETAIL B, SHEET C13.
I ' THE
" I - -' SATISFACTORY VEGETATIVE COVER HAS BEEN ESTABLISHED AND UPON APPROVAL OF THE 3 ADA ACCESSIBLE TRAIL, SEE DETAIL C, SHEET C13.
I X " ! - 4+00 E-�
PROJECT ENGINEER.
i i a ® VEGETATED SWALE, SEE DETAIL T), SHEET C13. W
4. THE CONTRACTOR SHALL BE RESPONSIBLE TO PERFORM A VISUAL INSPECTION OF THE
_ - - - - 5 CONCRETE APRON SEE DETAIL E SHEET C13. �i
- -- _ _ _ - - WORK AREA PRIOR TO BEGINNING WORK IN ORDER TO DOCUMENT THE CONDITION OF THE 0 W w
CL- - - - ' - - - Cam- CL WORK AREA. THE CONTRACTOR SHALL DOCUMENT THE CONDITION OF ALL WORK AREAS PRIOR 6 CONCRETE SIDEWALK, SEE DETAIL F, SHEET C13. '� W
-�- -� C� - I- TO BEGINNING WORK. ANY DAMAGE THAT EXISTS AFTER CONSTRUCTION THAT WAS NOT O HANDICAP ACCESSIBLE RAMP, SEE DETAIL G, SHEET C13. 0 W
-- -- I SPONSISILITY OF THE (-� u
LIMITS OF DISTURBANCE DOCUMENTED TO EXIST PRIOR TO CONSTRUCTION SHALL BE THE RE
12" PINE / I- - !� (� CLEARING LIMITS = 4.08 ACf -
\ CONTRACTOR TO REPLACE/REPAIR. 8 HANDICAP PARKING SIGNAGE, SEE DETAIL H, SHEET C13. Q Q
-- - I
5. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL CONSTRUCTION SURVEYING. 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 404 WETLANDS - L�! _ ' EXISTING WOODED 6. THE CONTRACTOR SHALL CONFINE ALL HIS OPERATIONS WITHIN THE LIMITS OF
I X (NO DEVELOPMENT) I _ - AREA, TO REMAIN DISTURBANCE SHOWN. THE CONTRACTOR SHALL NOT BE PERMITTED TO WORK OUTSIDE THE 11 PARK ACCESS CONTROL GATE, SEE DETAIL K, SHEET C13
12 GRAVEL CONTROL ENTRANCE, SEE DETAIL A, SHEET C14.
LIMITS OF DISTURBANCE WITHOUT THE EXPRESS PERMISION OF THE PROJECT ENGINEER AND O
THE INDIVIDUAL PROPERTY OWNER. 13 SILT FENCE, SEE DETAIL B, SHEET C14.
12 --';--- I -- 7. ALL IMPORTED FILL MATERIAL SHALL BE OBTAINED FROM A PROPERLY PERMITTED BORROW 14 CHECK DAM, SEE DETAIL C, SHEET C14.
4 10 GUM ! 1- - T PIT FACILITY. tO5 PIPE INLET/OUTLET PROTECTION, SEE DETAIL D, SHEET C14.
� I
I
LOO
L c 00 LO
i
I
w zN
A FOOTBRIDGE IMPROVEMENTS - PLAN
_ fyLO
t� W cV
� C 12 C 12 SCALE 1 "=10' � � m
x
E
j cz
° 00
> d co
CQOO
w O
LEGEND -0
ALL IMPROVEMENTS TO EXISTING WOOD FOOTBRIDGE ARE BID ALTERNATE 002 EXISTING NEW EXISTING NEW
m
EOP EDGE OF PAVEMENT EOP >
LO
—OHE— — OVERHEAD UTILITY LINE C) v 0�
— — —D— — — DRAINAGE PIPE D ASPHALT '
BID ALTERNATE 001 SILT FENCE SF
BID ALTERNATE 001 ALL WORK THISAREA BID ALTERNATE 002 CONCRETE APRON
CLEARING LIMIT ———— CL CONCRETE
i 10 _ _ _ _ _ __ 10
__ _ -----6---- CONTOUR 6 GRAVEL
DIRECTION OF FLOW
404 WETLANDS
X 5.6 EXISTING SPOT ELEVATION
9 + 6.5' NEW SPOT ELEVATION r' COASTAL WETLANDS
9 0 LP UTILITY POLE (LIGHT POLE)
t TBM WITH ELEVATION ABBREVIATIONS STA. STATION
Q MAG NAIL (CONTROL) LF LINEAR FOOT FO UNDERGROUND FIBER-OPTIC
8 TREE LINE CF CUBIC FOOT TBM TEMPORARY BENCHMARK
8 CY CUBIC YARD RCP REINFORCED CONCRETE PIPE
STREET SIGNS - - R/W RIGHT-OF-WAY NWL NORMAL WATER LEVEL
- - - - - , - .21% � � SPECIMEN TREES TO REMAIN INV INVERT C/L CENTERLINE
1 \ TOP OF EXISTING BRIDGE - 6.48 2 a
\ \ TOP OF EXISTING BRIDGE = 6.0$' I (SPECIES AS INDICATED) SF SQUARE FOOT CL CLEARING LIMIT
-2.45q STA. 3+56.12 7O
j � \ v STA: 2+53.84
\ \ s C)I FINISH GRADE- FINISH GRADE
EXISTING WOOD FOOTBRIDGE / Q
6 W
6 EXISTING GRADE
i EXISTING GRADE \
5 \ i 5 -5' S» CLEAR
\\ / EXISTING BOARDWALK NEW 4x4 CONTINUOUS EDGE TREATMENT,
BOTH SIDES, PAINTED WHITE, BOLTED
TO EXISTING BOARDWALK SURFACE,
4 1/2" DIA. BOLTS AT 4' ON CENTER, GALVANIZED. 0 W
2x8 GIRDER
3 I EXISTING 4X4 POST
� w
2 EXISTING GRADE Q
2 E-,
E-+
1 O
I4-4
ALL WORK THIS ALL IS BID ALTERNATE 002
2+00
3+00 4+00
1 CROSS SECTION @ NEW RAILS ON EXISTING BOARDWALK
C12 112 SCALE 1"=2'-O"
B FOOTBRIDGE IMPROVEMENTS - PROFILE
C 12 C 12 HOR. SCALE 1 ",10'
VERT. SCALE 1 =1 10 0 � 10 20
GRAPHIC SCALE: 1" = 10' 09095

I"
I
1 RELEASE FOR PERMITS JCA 2/3 10 M�4ts�saa ,r.�
01
AS INDICATED �.� � ��
N0. DESCRIPTION BY DATE � �arar'
� 27' CLEARING LIMIT (UNLESS OTHERWISE NOTED) 1'R _
5' SHOULDER 16' GRAVEL PA ACCESS ROAD 5' SHOULDER -
SOLID LINE WHITE ,,�• '� `°4�.
Revisions
SLOPE: 1/4" PER FOOT N" I
PAVEMENT STRIPING
F AGGREGATE STONE COURSE 2 #4 @ 12" O.C.
SURFACE COURSE 1 4" 8"
12 (2) #4 CONT. jil
NOT TO SCALE
_ _ _ EACH WAY
1, PER FOOT _ 1" PER FOOT
1=111-11 I-1 11=1 11=1 I _ 1=1 1112�=1!
PROVIDE FILL I I I 1111 I I 111 I i l 111 I I I I I, III,;I I I��I I I I I��I II I��I I I I—III—III=I I I—I I I—I I F I I I_,�I I h
1 ON SHOULDER 1" MAX -I I(—
ICJ
- E CONCRETE APRON _<�
COMPACTED SUBGRADE CD
NOT TO SCALE ® �
- A TYPICAL ROAD SECTION 24"
C13 NOT TO SCALE
I
co
I WIDTH AS INDICATED REBAR ANCHOR o � � (.� Q C\2
3,000 PSI CONCRETE (TYP. OF 2) Lu
3/8" x 1" DEEP LONGITUDINAL SAWCUT (CONT.) SMOOTH FINISH ® W
i "R AS INDICATED SLOPE
I SLOPE 1/8'1' MAX. I FINISH GRADE 1 8":1' MAX.====> 17 W E-4
j AS INDICATED ON PLAN
I
2" TYPE SF-9.5A ASPHALT ®° 2 1" 4 / I
2" 4° 6X6 WWF 10 10 2' -6x6 WWF 10 10 a U a Q Q
SURFACE COURSE STONE COURSE �- 8' -1 (2) #4 CONT. / n
� I
SIDEWALK WITH CURB SIDEWALK WITHOUT CURB
Ma
j NOTES:
1. PROVIDE EXPANSION JOINTS ALONG ALL EXISTING STRUCTURES AND 8"
2. PROVIDE CONTRACTION JOINTS AT 5'-0" INTERVALS AND AT ALL
8" AGGREGATE BASE COURSE WALKS AND AT 50' INTERVALS ALONG STRAIGHT SECTIONS OF WALK.
{ O a�O SECTION A-A
0� CEO a�4 0')Zp
CHANGES IN DIRECTION OF WALK. CONTRACTION JOINTS SHALL BE 0 Ln O
0
—1 t Ln
I®1 ( 1/8" WIDE x 3/4" DEEP, TOOLED. �, N c0
NOTE: PROVIDE WHERE INDICATED IN 3. PROVIDE SIDEWALK WITH INTEGRATED CURB IN ALL LOCATIONS 3,000 PSI CONCRETE [REIAR ANCHOR I
COMPACTED SUBGRADE PARKING AREA AND AT ROADWAY WHERE SIDEWALK ABUTS PAVEMENT. SMOOTH FINISH A (TYP. OF 2) U
I
CONNECTION TO BROAD CREEK RD.
B NEW ASPHALT PAVEMENT w ry Ln
C13 NOT TO SCALELj
rF SIDEWALK � �
C13 NOT TO SCALE
f AX
Z
SLOPE = Y:X, WHERE 6 -0 c:0
1 X IS A LEVEL PLANE
ADJOINING SLOPE SHALL > Q0 o
NOT EXCEED 1:20 PLAN w LO o
Y L I
WALK STREET
PEDESTRIAN MEASUREMENT OF CURB RAMP SLOPE J CONCRETE WHEELSTOP
0 x c0
(
——WALK - C 13 NOT TO SCALE > mN
VARES PER MANUF. U
Ln
SEE SIDE FLARE CD
NOTE BELOW
I 3 -O 0.9
I ADA MrN.
CURB RAMP ' 2.35" (TYP,)
�I "X" IS 60" MIN. AT AN OUT SWING DOOR
I T� REMOVE OVERHEAD TREE CANOPY WITH A SLOPE OF 1:50 (2%) MAXIMUM. SECTION OF "DOME STAMPA PATTERN IN SURFACE
I IN THIS AREA AS NECESSARY I I LEVEL SURFACE IS PREFERRED.
w � 0.9" DIA. 2.35" ROAD /o
w SIDE FLARE NOTE: (SEE REFERENCE DIAGRAM ABOVE). 0.2 H. 3" CONCRETE DOME - FILL POST WITH CONCRETE
SIDE FLARES SHALL HAVE A MAXIMUM SLOPE OF 1:10 (10%). N 2" 3"4 PIPE 6x6x3/8 PLATE
I I WHERE "X" IS LESS THAN 48", SIDE FLARE SLOPE SHALL BE O CUT TO RECEIVE LOCK
1:12 (8.33%) MAXIMUM. WHERE "X" IS LESS THAN 36". N OIf (?"
6' OR AS INDICATED ON PLAN 6' OR AS INDICATED ON PLAN 2.35" 2.35"
NOTE: FOR ACCESSIBLE RAMPS AND CURB RAMPS WHERE
I" MAX 1" POURING OF A SEPARATE INTEGRALLY-COLORED CONCRETE " " 4"0 PIPE
1/8":1' MAX SLOPE FINISH GRADE � 1/8':1' MAX SLOPE PLAN OF DOME STAMP PATTERN IN SURFACE SLEEVE
IS REQUIRED, INSTALL SHEAR DOWELS @ 2'-0" O.C. AND
..,4 O
II— —111- KEYWAYS TO PREVENT HEAVING OF RAMPS W/ ADJACENT
i I OTHER
� I I;111=1I1=1 I �-'_®-�`;=n _---->•�r��=rt�j��!1=1I I� I1=1I ICI f 1=1I1=1I1=1 -
SIDEWALK OR CONCRETE SURFACE. CURB RAMPS MUST HAVE A DETECTABLE WARNING FEATURE LO 3�,0 N SIDE
EXTENDING THE FULL WIDTH AND DEPTH OF THE RAMP. THE 3-1/2"b PIPE TYPICAL
6x6 WWF 10/10 _ — — — 1-1/2 SF 9.5A SURFACE COURSE, DETECTABLE SURFACE MUST CONSIST OF RAISED TRUNCATED DOMES
. : C D
4" ABC BASE COURSE ADDITIVE BID ITEM, SEA BID SHEET. '= °'="'' WITH A NOMINAL DIAMETER OF 0.9 INCHES, A NOMINAL HEIGHT OF
i NOTES: ' :.r,
1. PROVIDE EXPANSION JOINTS ALONG ALL EXISTING }>! :.,- <$°°
� '.:�,:°:aa.:.°:.>::�;. 0.2 INCHES AND A NOMINAL CENTER-TO-CENTER SPACING OF 2.35 ROAD
STRUCTURES AND CONCRETE WALKS AND AT 50' INTERVALS rr:^°°°'°'`'=''' (�
ASPHALT TRAIL i ' `:' r? INCHES. THE TEXTURE OF THE DETECTABLE WARNING FEATURE MUST C�
2'-0"ALONG STRAIGHT SECTIONS OF CONCRETE WALK. INTEGRALLY COLORED CONTRAST WITH THE SURROUNDING SURFACES (EITHER 6"
I 2. PROVIDE CONTRACTION JOINTS AT 5'-0" INTERVALS AND W
AT ALL CHANGES IN DIRECTION OF CONCRETE WALK. RED CONCRETE LIGHT-ON-DARK OR DARK-ON-LIGHT). SEE ABOVE. d a �,
CONTRACTION JOINTS SHALL BE 1/8" WIDE X 3/4" DEEP. a
d
1/2"0 BOLT WITH WELDED NUT
CONCRETE TRAIL CDNOTE:
G HANDICAP ACCESSIBLE RAMP as 1) ALL PIPE CONNECTIONS SHALL BE MADE BY COPING PIPE TO FIT
d d
NOT TO SCALE THE CONTOUR OF THE SURFACE TO WHICH FASTENING SHALL OCCUR.
rc NEW ADA ACCESSIBLE TRAIL C jil
2) CONDITIONS SHOWN ARE FOR ONE SIDE OF THE GATE OPENING.
C13 NOT TO SCALE
da
OPPOSITE SIDE OF DRIVEWAY SHALL RECEIVE AN INDENTICAL GATE U�
STRUCTURE TO CLOSE TOGETHER AND BE SECURED. E­4 Q 0
3) LOCK SHALL BE PROVIDED & INSTALLED BY CRAVEN COUNTY. U �i
30" 4) THE ENTIRE GATE ASSEMBLY SHALL BE PRIMED AND PAINTED WITH 0
12" 2 COATS OF TRAFFIC YELLOW AFTER FABRICATION. E
12 PARK ACCESS CONTROL GATE W ;�
RESERVED c13 NOT TO SCALE
PARKING O
MAXIMUM 0
- PENALTY -
$250
GS 20-37.6 �I
i
GRASS VEGETATION — 12" - Q
i
NOTES:
1 1 1. COLORS VAN
1 3 OR 5 3 OR 5 BACKGROUND: WHITE
ACCESSIBLE
LEGEND AND BORDER: GREEN
WHITE SYMBOL ON BLUE BACKGROUND
D VEGETATED SWALE 2. MOUNT THE SIGN 84" ABOVE GRADE.
C13 NOT TO SCALE
I .
rH HANDICAP PARKING SIGNAGE
C 13 NOT TO SCALE
09095
1

1 1 RELEASE FOR PERMITS JCA 2 3 10
20,
0 0 0 0 0 NO. DESCRIPTION BY DATE Mao COO
: s Q
O O O O 6" LAYER OF COARSE AGGREGATE OVER VEGETATIVE SEEDING Revisions
O O 0 12" LAYER OF STONE BASE COURSE AFTER COMPLETION OF GRADING ACTIVITIES AND THE 32, A����✓!� ®" 3g�'.,
O 00 O 00 O CONSTRUCTION OF SWALES, ALL EXPOSED AREAS SHALL 30'
O 0 O BE SEEDED TO THE FOLLOWING SPECIFICATIONS: _ _ _ _ — — — — — — — — — — — — — — — —
0 0 0 0 0Ln 0 MAINTENANCE: SEED BED
O O 1. MAINTAIN ENTRANCE CONDITION. THIS
i O O O MAY REQUIRE REPLACEMENT OF STONE. LIME 1-1/2 TON PER ACRE
jz
O O 10' FERTILIZER 1/2 TON PER ACRE I \
O O O O O 2. REMOVE SEDIMENT TRACKED ONTO SEED I \ WOOD POST I
j 0 O 0 O 0 �, PAVED ROADS ON A DAILY BASIS. RYE GRAIN 50 LBS PER ACRE I \\ // I ICJ
I O O O O TALL FESCUE 100 LBS PER ACRE ( \ I 6,
MAY THROUGH AUGUST: I O I \\ / I O Q
CENTIPEDE 5 LBS PER ACRE � W
EDGE OF EXISTING ( \ ( O
PROCEDURE \ / �
ROADWAY PAVEMENT i \ / BIDDER NOTE: o ,
STRAW MULCH SHALL BE APPLIED AT A RATE WHICH WILL
INSURE APPROXIMATELY 75% COVERAGE OF THE SEEDED ® I >- — — — — — — — -< I N PICNIC SHELTER PLAN AND ELEVATION INFORMATION IS IQQ co
AREA. THE STRAIN AND SOWN SEED WILL BE LIGHTLY \
A GRAVEL CONTROL ENTRANCE I � \ I INCLUDED FOR REFERENCE ONLY. CRAVEN COUNTY SHALL
DISCED INTO THE BED TO GIVE IT FURTHER RESISTANCE \ I PROVIDE AND INSTALL THE PICNIC SHELTER, INCLUDING E 4 M I�
C 1 4 NOT TO SCALE TO BLOWING AND WASHING. I i \ FOUNDATION WORK, UNDER A SEPARATE PROJECT. U W
I THE CONTRACTOR SHALL GUARANTEE A FULL STAND OF
GRASS OVER THE ENTIRE DISTURBED AREA. IF NECESSARY
THE CONTRACTOR WILL WET DOWN THE AREAS TO ASSIST W E—�
IN SEED GERMINATION OR AID IN GROWTH IN TIMES OF
SELF-ANCHORING EXCESSIVELY DRY WEATHER. A STAND OF GRASS WILL BE
I METAL POST @ 6' O.C. MAX CONSIDERED ACCEPTABLE WHEN THE ENTIRE STAND OF I I
GRASS IS AT LEAST FOUR INCHES HIGH AND HAS I� — — _ _ — — ® — ® — — — — — �I
ACHIEVED AT LEAST 95% COVERAGE OF DISTURBED
12 GAUGE 6 X 6 WIRE MESH AREAS. RESEEDING WILL BE REQUIRED AS NECESSARY BY 15'
3' THE CONTRACTOR TO OBTAIN THE SPECIFIED STAND OF GRASS. PLAN
FILTER FABRIC
j SPECIAL SEEDING NOTE:
8" BURY" THE ANGLE FOR GRADED SLOPES AND FILL SHALL BE NO GREATER O
< FLOW THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR 12 12 N
�i OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN 51 W
ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS 5� SHINGLE ROOF SHINGLE ROOF � � U �
OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR Z c9
l OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND -LLJ z N
COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. L
ADDITIONALLY, WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS W N
MAIN T ENANCE: a �p
FROM THE COMPLETION OF THE PROJECT (WHICHEVER IS SHORTER), WOOD POST 1. INSPECT STRUCTURES WEEKLY AND X
AFTER AT LEAST A 1/2' OR GREATER PERMANENT GROUND COVER SHALL BE ESTABLISHED. WOOD POST E L� Q
RAINFALL EVENT. Li-
2. REMOVE SEDIMENT FROM BEHIND SILT o z I�
FENCE PRIOR TO IT REACHING A d
IrECONCRETE SLAB CONCRETE SLAB w Oo
I MAXIMUM DEPTH OF 6 INCHES. VEGETATION PLAN > � �
C14 NOT TO SCALE
SIDE ELEVATION END ELEVATION ® m
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D SILT FENCE O c0
C14 NOT TO SCALE
] N
� voN
CL
F PICNIC SHELTER PLAN & ELEVATIONS
12" THICK NCDOT #57 C 14 NOT TO SCALE
STONE ON UPSTREAM SIDE
\\//\ 0000� 00, 0 00000 —
\�\\/\\�\\ MAINTENANCE
3 1. CONSTRUCT CHECK DAM OF RIP
RAP STONE PLACED IN ACCORDANCE
FILTER CLOTH
WITH DETAIL,
12" THICK NCDOT #57 WASHED 1.5' 2. SEDIMENT BEHIND THE CHECK DAM
STONE ON UPSTREAM SIDE I CLASS B SHALL BE REMOVED PRIOR TO THE LEVEL
RIPRAP REACHING WITHIN 6" OF THE CENTERLINE
CREST OF THE DAM. `TE°T 'IP IT-��
000 2 �r:r�� a PI ,,
w r8,?�,O"O,'
00 ODO 1 ANC-ICI. Na__ I;4 x J//-
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Mi
000 000 0000 O O DOWNSTREAM END, IT SHALL BE I I I
O 0000000 REPAIRED IMMEDIATELY. / CS �t10_ �s rC�ri,CD; IL I o0000000000 ,
I I SFR='4G IIh1G L 5xt-5 i
4' MINIMUM ; �l .rrr 'L r:1? _ I I I i I I I - t•
CLASS A NON-WOVEN _
6' MAXIMUM
GEOTEXTILE FABRIC .c,-a ua- � .' ;ti- -=�_�.U�=-� _L-' a
o:3 =R ASSIMB..Y
- f 0
C 3E= Id. Fe< S=wC[=I_A-Iw G
CHECK DAM _...,,
QC,I)4NOT TO SCALE i r I 3
- ._..�_ __ _— — iXXK%%%X.. Y xXX YN� — ._ _ XX x%XXX NKXXXN
1 ix—.'-Y x x x x x w — '+S x—,t+-G
;xxxXxxx XNXXXI I. J-f-'"�\ 1 XXXXXXXKXYXXXKY I
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Ixxx xxxx xxxxx XX'. / \ ; xx wxxxx ;
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O O 0 0 0000 t' -- 5 _ — - —- �r MOUNT R M '7' ❑F.F.
O _ __ • ____ (SEE N_:
0 0 O O 0 W-to-
O O O FRONT ELEVATION RIGHT SIDE ELEVATION
E 00000 00 00 O w a w 3 ; ! '� � �
OUTLET PIPE 000 0 0 000 __- _ -__ ___._____ _._ - ---____--
A 00 O O A
000 00 30< roc, 1'-_vGE 4._X4
ir? 0 0 O "' `YI' .. r' r.s;
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If
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FLOW =� 000 RIP RAP 0 zebs _oc: ASSEM LY-� (--I �- (I- F I _a i 3 ,�:�•c,. '' �I
000 00 ( t z
((��(^� 0 0 0 , _
-(mo o OQ i ti I.I. I { i '�, 4' J a I � 1 � •-�
000 00 0 0000 O 1, `,; I_ l It
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O O 0 0 U0 0 0 �� _ -� U 0 DIA; U - - CLE J W
5J' D T RraIr L 6 ' T �N NG C R F--i
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PLAN o I
OUTLET PIPE {
UI'._PI�r-T-.-VAU_- CFNNF'_`TII:N. 7 jr>
7 �
— _ S-E ITT^till?- C_.T S IEE
RIP RAP
• �tWd `` _ A A W 4
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MINIMUM STONE DIA=6" ` Vr,UL I - TYP = 'L S _ �___.--- _.__ __�._
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FLOW MAXIMUM TONE DIA=9 i'-5 srz' ,
O O 0 00 0 0 O -4 -1"
4 O 0000 �O O o00 000000 0 i I I i i i
000000000000 000000000 d
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CLASS A NON-WOVEN FILTER FABRIC
"'fff - tt :P I tf.AL WASIE: PAPER 8,15<c
SECTION A-A MAINTENANCE: REAR ELEVAT ON .__T SIDE ELEVATION FLOOR PLAN —4EUNT i T11 '2' QFF FINISI-IEv _-R
1. INSPECT STRUCTURES AT LEAST WEEKLY AND
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 C14 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
I

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LATHAI�/I -WHITE NATURE PARK PROJECT N0. 0�0�5
SCALE: AS NOTED
CD BROAD CREEK ROAD (NCSR 1600) A OLIS EN INEE l�G , P ®A ® DRAIN BY: MSP L
p :3i
Civil and Environmental Engineering CHECKED BY. JKA 15360
CRAVEN COUNTY, NORTH CAROLINA PO BOX 15564, NEW BEPN, 09•NC 28561 DATE: 2 3 10
[phone], FAX [phone]
DETAILS