49-15 Town of Havelock Oversized Plans

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PH AS E 1-
PHASE 2 -
SITE DATA -PHASE 1
P.I.N.:
SITE AREA:
AREA OF DISTURBANCE:
IMPERVIOUS AREA:
6-053-001-D
6-053-003-A
2.59 AC
40,498 SF
.93 AC
11,466 SF
.26 AC
CONSTRUCTION, KAYAK
DESIGN DEVELOPMENT
SITE DATA -
P.I.N.:
SITE AREA:
AREA OF DISTURBANCE:
IMPERVIOUS AREA:
VICINITY MAP
NOT TO SCALE
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PHASE 2
6-053-001-D
6-053-003-A
2.59 AC
32,884 SF
.75 AC
39,405 SF
.90 AC
IC WATERFRONT PARK
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_AUNCH AND DRIVEWAY ACCESS
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SHEET INDEX
COVERSHEET.............................................................................................CS
SURVEY OF EXISTING CONDITIONS............................................................L-1
LIMITS OF CLEARING AND DEMOLITION PLAN ............................... ............ L-
PHASE1 LAYOUT PLAN...............................................................................L-3
PHASE1 GRADING PLAN..............................................................................L4
PHASE 1 ENLARGED LAYOUT AND GRADING PLAN AT KAYAK LAUNCH ..... L-5
PHASE1
DETAIL SH`EET...............................................................................L-6
PHASE
2
EXISTING CONDITIONS..................................................................L-7
PHASE 2 LIMITS OF CLEARING AND DEMOLITION PLAN.............................L-8
PHASE2
LAYOUT PLAN................................................................................L-9
PHASE2
GRADING PLAN
............................................................................L-10
PHASE 2 PLANTING PLAN...........................................................................L-11
PHASE 2 DETAIL SHEET...............................................................................L-12
PHASE2 DETAIL SHEET...............................................................................L-13
OWNER:
CITY OF HAVELOCK, NC
ADDRESS: 120 CHURCH ROAD
HAVELOCK, NC 28532
CONSULTANTS: LANDSCAPE ARCHITECT, CIVIL ENGINEER, SURVEYOR
THE WOOTEN COMPANY
120 NORTH BOYLAN AVENUE
RALEIGH, NC 27603
PROJECT FUNDING: A JOINT PROJECT. BETWEEN THE CITY OF HAVELOCK, NCDWQTHROUGH A CAMA ACCESS GRANT, AND SECURED THROUGH THE COASTAL WATER MANAGEMENT LAND GRANT
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SCALE:
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SHEET 1 of 14

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LEGEND
EX, SANITARY SEWER MANHOLE
EX. POWER POLE
® EX. TELEPHONE POLE
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-- - — — EX. PROPERTY LINE
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EX. MAJOR AND MINOR CONTOURS
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Note: This drawing does not reflect
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NOTICE! Read EZ Dock Limited Warranty carefully.
Among other things, EZ Dock does not warrant damages,
failures or defects caused by unauthorized modification
of EZ Dock Product, and/or unauthorized attachment to/of
EZ Dock Product.
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GENERAL NOTES
1. EZ DOCK LAUNCH SYSTEM SHOWN AS BASIS OF DESIGN. SUBSTITUTIONS MUST MEET AND
EXCEED FUNCTIONALITY AND PERFORMANCE. SUBSTITUTION REQUESTS MUST BE MADE IN
WRITING TO ENGINEER AND OWNER FOR REVIEW AND APPROVAL.
2. ALL DIMENSIONS AND EQUIPMENT SHOWN AS REFERENCE. CONTRACTOR IS REQUIRED TO
VERIFY ALL INSTALLATION REQUIREMENTS TO MEET SIZES SHOWN AND PROVIDE ALL
NECESSARY MATERIALS, LABOR, AND PROVIDE ENGINEERED SHOP DRAWINGS FRO REVIEW
PRIOR TO INSTALLATION.
3. CONTRACTOR RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO SHOP DRAWINGS TO
PROVIDE ACCURATE SHOP DRAWINGS.
SCALE: 1 /2" = 1'-0"
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2972 - U
DATE:
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SCALE:
HORZ.: 1" - 30'
SHEET 6 OF 14
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30- CURB AND GUTTER, TYP.
LAYOUT NOTES
1. ALL DIMENSIONS TAKEN FROM FACE OF BUILDING OR FACE OF CURB UNLESS OTHERWISE NOTED.
2. ALL SITE IMPROVEMENTS TO COMPLY WITH THE CITY OF HAVELOCK DESIGN GUIDELINES.
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF HAVELOCK STANDARDS.
4. REFER TO DEMOLITION AND GRADING PLANS FOR COORDINATION OF LIMITS OF DISTURBANCE
AND CLEARING LIMITS.
5. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH LOCAL INSPECTOR.
6. ALL ROAD IMPROVEMENTS ARE TO BE COORDINATED WITH NCDOT REQUIREMENTS.
7. ALL AREA WITHIN SIGHT TRIANGLES SHALL BE KEPT CLEAR OF ALL POTENTIAL OBSTRUCTION
INCLUDING BUT NOT LIMITED TO BUILDINGS, SIGNS, ECT. PLANT ONLY LOW GROWING SHRUBS(30"
MAX.) ABOVE CURB AND TREES WITH HEIGHT OF WIN THIS SITE TRIANGLE AREA.
8. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 1.09A SLOPE ON THE CURB.
9. ALL ACCESSIBLE RAMPS AND SIDEWALKS TO BE INSPECTED BY CITY INSPECTOR AFTER FORMING
AND PRIOR TO POURING.
10. SITE TRIANGLES SHOWN ARE THE MINIMUM REQUIRED
11. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED
NECESSARY BY THE INSPECTOR.
12. NON-STANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY REQUIRE A
RIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH THE NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION BEFORE INSTALLATION
IMPERVIOUS AMOUNTS
30' INNER RIPARIAN BUFFER
20' OUTER RIPARIAN BUFFER
A.E.C.
REST OF SITE
VSA - CONCRETE
0 SF
0 SF
0 SF
2,902 SF
VSA-ASPHALT
0 SF
O SF
0 SF
8,594 SF
VSA-PERMEABLE
0 SF
0 SF
0 SF
6,234 SF
CONCRETE WALKS/PLAZAS
407 SF
573 SF
1,750 SF
12,895 SF
BUILDINGS
O SF
0 SF
0 SF
4,450 SF
RETAINING WALLS
13 SF
48 SF
204 SF
193 SF
AMPITHEATER SEAT WALLS
0 SF
0 SF
0 SF
412 SF
STAGE
0 SF
0 SF
0 SF
176 SF
WOODEN PEDESTRIAN BRIDGE
186 SF
126 SF
159 SF
73 SF
SIGNAGE
0 SF
0 SF
0 SF
10 SF
TOTAL
606 SF
747 SF
2,113 SF
35,939 SF
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PROJECT NO.:
2972 - U
DATE:
JANUARY 2015
SCALE:
HORZ.: 1" = 30'
SHEET 10 OF 14
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WILDLIFE PUBLIC BOAT RAMP AT US
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FLOATING DOCK, SUPPORTS AND GANGWAY
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DATE:
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SCALE:
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DATE:
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SCALE:
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EZ-DOCI' SYSTEM
W/ KAYAK LAUNCH
AND GANGWAY
,—LAUNCH
APPROX. EDGE
OF WATER
PEDESTRIAN BRIDGE
404 WETLAND a\.-% EXIS/NG—�
LINE �� / �/_4ODS F/
T/ RI MAIN
APPROX. EDGE
OF WATER ��' GRAVEL MOW /8
_ STRIP, TYP L-12
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i/ ♦ k EXISTING' WOODS o
♦ \ TO REMAIN LA'
�, •\\� f EDUCATIONAL
\ s SIGN TO BE
♦ 4T PROVIDED BY
` \ cp OWNER
RIPARIAN PROPERTY LINE ♦ \
SCULPTURE
` \\ TO BE PROVIDED
BY OWNER
I \ ;F 8
o♦ o_\ PICNICi TABLE, TYP L 12
PROPERTY OF: � GRILL, TYP. L 12
CHAD WEDDINGTON
\ EXISTING WOODS
\ TO REMAIN
♦ \ 3� MAN SE
MH
���2185 VV
3 0' 15' 0 30, 60' 90,
SCALE: 1" = 30'
PROPERTY OF:
KENNETH AND CRESENCIA GRIMM
RIPARIAN PROPERTY LINE
GRASS PAVERS
L-12 BENCH CAP, TYP.
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o L-12
PROPERTY OF:
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cn L-12 PERMEABLE PAVING I Q
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f M
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i 5.34' T
BUS PARKING MH
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OODLAND DRIVE
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---------------------------------------
11 '
L-12 PARK HOURS SIGN
I
CROSSWALK
' 1
' 1
I
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V—STOP IGN I
I i
1 I
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10' X 70' SITE TRIANGLE, TYP.
CONCRETE
AT EDGE
GRASS PE
CONCRETE
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PARK HOU
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/ HD CONCRETI
-STOP SIGN
CONCRETE EDGE
11-FIXED BOLLAI
PERMEABLE PAVI
2-HANDICAP
PARKING
SIGNS
2-CONCRETE
WHEELSTOPS,
TYP.
30" CURB AND G
LAYOUT NOTES
1. ALL DIMENSIONS TAKEN FROM FACE OF BUILDING OR FACE OF CURB UNLESS OTHERWISE NOTED.
2. ALL SITE IMPROVEMENTS TO COMPLY WITH THE CITY OF HAVELOCK DESIGN GUIDELINES.
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF HAVELOCK STANDARDS.
4. REFER TO DEMOLITION AND GRADING PLANS FOR COORDINATION OF LIMITS OF DISTURBANCE
AND CLEARING LIMITS.
5. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH LOCAL INSPECTOR.
6. ALL ROAD IMPROVEMENTS ARE TO BE COORDINATED WITH NCDOT REQUIREMENTS.
7. ALL AREA WITHIN SIGHT TRIANGLES SHALL BE KEPT CLEAR OF ALL POTENTIAL OBSTRUCTION
INCLUDING BUT NOT LIMITED TO BUILDINGS, SIGNS, ECT. PLANT ONLY LOW GROWING SHRUBS(30"
MAX.) ABOVE CURB AND TREES WITH HEIGHT OF 8' IN THIS SITE TRIANGLE AREA.
8. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 1.0% SLOPE ON THE CURB.
9• ALL ACCESSIBLE RAMPS AND SIDEWALKS TO BE INSPECTED BY CITY INSPECTOR AFTER FORMING
AND PRIOR TO POURING.
10. SITE TRIANGLES SHOWN ARE THE MINIMUM REQUIRED
11. SUBSURFACE: DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED
NECESSARY 11Y THE INSPECTOR.
12. NON-STANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY REQUIRE A
RIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH THE NORTH CAROLINA (DEPARTMENT OF
TRANSPORTATION BEFORE INSTALLATION
IMPERVIOUS AMOUNTS
30'
INNER RIPARIAN BUFFER
20' OUTER RIPARIAN BUFFER
A.E.C.
REST OF SITE
VSA - CONCRETE
0 SF
0 SF
0 SF
2,902 SF
VSA-ASPHALT
0 SF
0 SF
0 SF
8,594 SF
VSA-PERMEABLE
0 SF
0 SF
0 SF
6,234 SF
CONCRETE WALKS/PLAZAS
407 SF
573 SF
1,750 SF
12,895 SF
BUILDINGS
0 SF
0 SF
0 SF
4,450 SF
RETAINING WALLS
13 SF
48 SF
204 SF
193 SF
AMPITHEATER SEAT WALLS
0 SF
0 SF
0 SF
412 SF
STAGE
0 SF
0 SF
0 SF
176 SF
SIGNAGE
0 SF
0 SF
0 SF
10 SF
TOTAL
420 SF
621 SF
1,954 SF
35,866 SF
Al TOTAL AEC AREA
30' INNER RIPARIAN BUFFER 420 SF
20' OUTER RIPARIAN BUFFER 621 SF
A.E.C. 1,954 SF_
TOTAL 2,995 SF
2,995 SF = 0.0265 = 2.65%
(2.59 AC x 43,560 SF/AC)
2,995 SF = 0.1187 = 11.87%
25,240 SF
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DATE:
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SCALE:
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SHEET
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PEDESTRIAN BRIDGE
C . SCALE: 1" = 20'
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APPRDX. 850 LF STREAM LENGTH PATH TO NC
WILDLFE PUBLIC BOAT RAMP DOWNSTREAM.
US HWY 70 BRIDGE CLEARANCE TO N.W.L. N8.5'
2. APPROX. 1,100 LF STRAIGHT LINE PATH.
APPROX. 1,650 LF STREAM LENGTH PATH TO EX.
TRAIN TRESTLE BRIDGE UPSTREAM.
BRIDGE CLEARANCE TO N.W.L. N10.6'
FLOATING DOCK, SUPPORTS AND GANGWAY
TO BE DESIGNED BY OTHERS.
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DRAWN BY:
DRS
CHECKED BY:
DCS
PROJECT NO.:
2972 - U
DATE:
JANUARY 2015
SCALE:
HORZ.: 1" = 20'
VERT.: 1" = 2'
RECEIVED SHEET
JAN 2 7 2015
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