20130710 Ver 1_Site Plan_20130709

GENERAL CONSTRUCTION NOTES:
1. THE LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR SCANNING THE AREA OF WORK TO IDENTIFY TO HIS OWN SATISFACTION
THE EXTENT OF UTILITIES PRESENT INCLUDING THE UTILITIES INDICATED TO BE PRESENT, THOSE NOT
c
1
X —5.3
m
l
O \\
X -6.5
1
1
i
1
I
X -5:1
EN
3 X -4.7
4.
1.
-4.6
(D -4.5
X -4.8
�S
X -5.6
i
/
I
X -4.8
X -4.6

ELEVATION = 5.9'
EX. ASPHALT
EX. GRASS
SITE DEMOLITION PLAN - GOTTSCHALK MARINA
SCALE: 1 " = 10'
ONE/
\ EX. CONCRETE
6.3
E
x -4.0
i'
i
i
x -4.8
,
i
/
/ x -3.6
/ x -3.5
1
/
x -5.4
x -4.5 / /
/ x -3.4 /
x -2.4 x -2.2
x -2.0
x -2.2
/ 1
i 1 1
-5.1
x -5.9 / ' I
x -3.3 I
/ i I
i
4 1i II / / x -3.6 / 3.6 I
� I
x -2.0
I
x -6.2
\ -6.3 x .4 OEX. 44 WOOD/ PILING (TYP. OF 3) 2 71.1 // x 41
1.4
/
/
6'\
� / -4.5
-5.8x / // /� �0
x -4.2 / / �� - - - x -2.2
EX. 4x4 WOOD PILING (TYP. OF 4) 1D
x -2.8 "
p0 I x -1.7
I
x -2.7 I .
• 1� EX. 3/4" PVC WATER LINE ''- EX.,NGODI DOCK 1D
x -1.9
/ 1DEX. WOOD AND STEEL KIL �q /
BOAT LAUNCH SYSTEM /
x -1.1 / �� x -2.2 /
�
'\ X :-/�1 EX. ELECTRIC OUTLET& _ _ - - -2- - - -1.5
2.4
x -1.7
EX. --EL CONWTJ 1D
MARSH LINE
"
U.-WOOD STEM 1Q
ELEVATION = 6.3'
EX. ELECTRIC CONDUIT EX. GRASS
TO BE REMOVED
-1.8
GENERAL CONSTRUCTION NOTES:
1. THE LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR SCANNING THE AREA OF WORK TO IDENTIFY TO HIS OWN SATISFACTION
THE EXTENT OF UTILITIES PRESENT INCLUDING THE UTILITIES INDICATED TO BE PRESENT, THOSE NOT
SHOWN, AND THOSE SHOWN TO BE IN A DIFFERENT LOCATION.
2. PHYSICAL SITE FEATURES OUTSIDE THE AREA OF WORK OR THOSE FEATURES NOT RELEVANT TO
THE WORK BEING PERFORMED ARE NOT SHOWN FOR CLARITY.
DEMOLITION ITEMS:
1� EXISTING WOOD DOCK, RAILWAY, PILES, ELECTRICAL SERVICE, AND WATER SERVICE TO BE REMOVED.

C -4 C -4 SCALE: 1 " = 10'
x -4.0
- 3, 55
x -2.4
x -2.2
x -2.0
x -2.2 I
I
I
l
I
I
I
I
1
x -2.0 I
x 41
x -2.2
i
x -1.7
I
I A�
I
I
I
x -2.2 /
MARSH LINE
—0 n
n -:
l
10 0 5 10 20
GRAPHIC SCALE: 1" = 10'
AE PROJECT # 12042
AVOLIS ENGINEERING, P.A.
P.O. BOX 15564
NEW BERN, NC 28561
PH.(252) 633 -0068, FAX [phone]
GENERAL CONSTRUCTION NOTES:
1. THE LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR SCANNING THE AREA OF WORK TO IDENTIFY TO HIS OWN SATISFACTION
THE EXTENT OF UTILITIES PRESENT INCLUDING THE UTILITIES INDICATED TO BE PRESENT, THOSE NOT
SHOWN, AND THOSE SHOWN TO BE IN A DIFFERENT LOCATION.
2. PHYSICAL SITE FEATURES OUTSIDE THE AREA OF WORK OR THOSE FEATURES NOT RELEVANT TO
THE WORK BEING PERFORMED ARE NOT SHOWN FOR CLARITY.
NEW WORK ITEMS:
0 NEW WOOD WALKWAY, SEE DETAIL 3, SHEET C -7.
NEW BOAT HOUSE & DOCK, SEE DETAILS, SHEET C -6.
NEW BOAT LIFT, SEE DETAILS, SHEET C -9.
® NEW 4' CHAIN LINK GATE, SEE DETAIL 4, SHEET C -7
O PROVIDE 3/4 —INCH PVC WATER SERVICE TO NEW DOCK. PROVIDE FROST PROOF FAUCET AT
DOCK PER DETAIL 1, THIS SHEET. PROVIDE PVC DRAIN PER DETAIL 2, THIS SHEET. CONNECT
TO EXISTING WATER SERVICE AT BUILDING 728 IN CRAWL SPACE AREA. CONNECT ALL PIPING
TO UNDERSIDE OF DECKING UTILIZING STAINLESS STEEL STRAPS AND FASTENERS.
© 2E POL ) E 301 AMP1)BRE BREAKER OINNEDXISTING I ELECTRIC PANEL CONDUIT NTOFFIICE EACH
AREABOAT PROVIDE
(SPAR: #—,—)
ATTACH CONDUIT TO UNDERSIDE OF WOOD FOUNDATION AT BUILDING 728 AND UNDERSIDE
OF WOOD DECKING UTILIZING STAINLESS STEEL STRAPS AND FASTENERS.
2x6
200 STRINGER
OST PROOF YARD HYDRANT WITH
,CUUM BREAKER & 3/4" MALE
)SE NOZZLE. VACUUM BREAKER
IALL BE NON FREEZE TYPE
)NFORMING TO ASSE No. 1024
�R APPLICATIONS WITHOUT
)NTINUOUS PRESSURE
BLESS STEEL PIPE STRAP
ON TRANSITION COUPLING
(-�l FROST PROOF YARD HYDRANT
C -4 C -4 NOT TO SCALE
3/4" PVC BALL VALVE
EXISTING 3/4" WATER SERVICE
2 PVC DRAIN
Q_C -) NOT TO SCALE
- TOP OF DOCK = 4.0'
ABOVE NORMAL WATER LEVEL
3/4 PVC TEE /—NEW 3/4" WATER SERVICE
3/4" PVC BALL VALVE
3/4 "x6" STUB

A DECK FRAMING PLAN
SCALE: 1/4"=l'-O"
'H SIDE,
'H SIDE,
DOCK
LVL
G SHALL BE
BUSSES
F
SF
(IN ADDITION TO DEAD LOAD)=5 PSF
ED=130 MPH (3 SECOND GUST)
EDGE OF EXIS'
SIDE ELEVATION
'-END ELEVATION
ELEVATIONS
C-5 C - 1 /4 l'-o"
7 C-5 -
F FINISH BEAM=+15.5' (REFERENCE)
lilkle,
PILE SUMMARY
TABLE
PILE DESIGNATION
PILE LENGTH (FEET)
REQUIRED MINIMUM
CIRCUMFERENCE (INCHES)
3 FEET FROM BUTT
MINIMUM TIP
CIRCUMFERENCE (INCHES)
DESCRIPTION
MINIMUM EMBEDMENT (FEET)
0 TEST PILE
45
14
2
=Su - LOCATION AS INDICATED
25'
40
44
30
TIMBER PILE-EXTEND TO ROOF FRAMING
20'
0
25
38
27
TIMBER PILE-EXTEND TO UNDERSIDE OF DECK
15'
6)
40
1 44
30
TIMBER PILE-SUPPORTING BOAT LIFT ASSEMBLY
20'
TOP OF DECK=+3.5' (REFERENCE)
NORMAL HIGH WATER=+0.0' (REFERENCE)
BOTTOM ELEVATION =VARIES, SEE PLAN
I\VUI I I\tAlvl I I Nu r Lt-\IN LUVL V1 LA1011INU noov AF PROJECT # 19049
4 0 2' 4 81 AVOLIS ENGINEERING, P.A.
SCALE: 1/4"=V-0" P.O. BOX 15564
NEW BERN, NC 28561
28561
GRAPHIC SCALE: 1/4"=1 #-0" PH.[phone], FAX [phone]
NOTE:
THIS SHEET DEPICTS BOATHOUSE CONSTRUCTION
REQUIREMENTS. REFERENCE SHEETS C-8 FOR
BOAT LIFT CONSTRUCTION.

SCALE: 1/471=11-011
B ROOF FRAMING PLAN
C -6 C -6 SCALE: 1/4$)=V-0"
' -0"
,J/ -r 1
WATER SERVICE
GIRDER TRUSS
AA1 Alf
ONE
(2) 1 3/4 "x11 7/8" LVL
0IRDFR TRUSS
(2) 1 3/4 "x11 7/8" LVL
(2) 1 3/4 "x11 7/8" LVL
PROVIDE HURRICANE TIES
AT INTERNAL GIRDER
(2) 1 3/4 "x11 7/8" LVL
24 "A" ACCHSS P
;S BRACING- TYPICAL AS SHOWN
ST -PROOF HYDRANT
EDGE OF ROOF ABOVE
3S BRACING - TYPICAL AS SHOWN
(2) 1 3/4 "x11 7/8" LVL
OF WOOD DECK BELOW
GE OF ROOF
NORTH ELEVATION
ELEVATIONS
SCALE: 1 /4 " =1' -0
EAST ELEVATION (WEST ELEVATION SIMILAR)
PILE SUMMARY
TABLE
PILE DESIGNATION
PILE LENGTH (FEET)
REQUIRED MINIMUM
CIRCUMFERENCE (INCHES)
3 FEET FROM BUTT
MINIMUM TIP
CIRCUMFERENCE (INCHES)
DESCRIPTION
MINIMUM EMBEDMENT (FEET)
0 TFST PII_F
45
44
29
TFST PII F- LOCATION A; INDICATF0
25'
40
44
30
TIMBER PILE - EXTEND TO ROOF FRAMING
------ - - - - --
20'
0
25
38
27
TIMBER PILE - EXTEND TO UNDERSIDE OF DECK
15'
40
44
30
TIMBER PILE - SUPPORTING BOAT LIFT ASSEMBLY
20'
4' 0 2' 4' 8'
GRAPHIC SCALE: 1/4 " =1' -0"
AE PROJECT # 12042
REVISIONS
ELEVATION VIEWS FOR CLARITY.
SOUTH ELEVATION
i , am i

HURRICANE STRAP -EACH E
MINIMUM UPLIFT CAPACITY=
SEE ENLARGED VIEW THIS
(2) 5/8" DIAMETER TF
NOTCH PILE TO PROVIDE
(2) 1 3/4
as1i
2x10
SEE PLAP
(2)
STEEL SC
SCREV
ON,
(5)
SPA(
(2)
(2) 5/8" DIAMETER
2x10 1
AT ALL
5/8" DIAM
& 2" WAS
Moll
=i
1 SECTION
C -6 1 C -7 SCALE: 1/2 " =1' -0"
C -5
PREENGINEERED ROOF TRUSSES ® 16" O.C.
GIRDER TRUSS
HURRICANE STRAP -EACH END, EACH TRUSS
MINIMUM UPLIFT CAPACITY =850#
30TTOM OF FINISH BEAM = +15.5' (REFERENCE)
TOP OF DECK = +3.5' (REFERENCE)
NORMAL HIGH WATER = +0.0' (REFERENCE)
BOTTOM ELEVATION= VARIES SEE PLAN
(5) 2x11
(2) 16d
EACH ST'
METAL DRIP EDGE
1x6 CEDAR DRIP EDGE
1/2 ROUGH -SAWN FUR PLYWOOD
CONTINUOUS SOFFIT VENT
1 x4 CEDAR TRIM
1x10 CEDAR TRIM -G
LVL'S -�
1x* CEDAR TRI
1 -1 /2"
SECTION AT SOFFIT
SCALE: 1"=l'-O"
A 7
5'
1m LQUAL ®T® LQUAL .1.® LWUAL
1/2 ROUGH -SAWN FUR PLYWOOD
PROVIDE 2" WIDE BATTEN STRIPS AT ALL JOINTS
'T- �-- --16" LAP (MIN.)
TOP OF DOCK = 4.0'
ABOVE NORMAL WATER LEVEL
POST BASE BRACKET- -
(3) 2xBLOCKING --'
1/2" BOLTS-----
2xl2 GIRDER -
(1) ADDITIONAL 2x10
JOIST @ GATE EACH
SIDE
WOOD PIER
NOT TO SCALE
GATE DETAIL
NOT TO SCALE
A it P 7 l 1 C l% m m 1 v L l w' L' !
u
SECTION n -n
POST
D FRAME
HINGE
2xBLOCKING
4' 0 2' 4' 8'
GRAPHIC SCALE: 1/4 " =1' -0"
AE PROJECT W 12042
DIAMETER THROUGH BOLT
SQUARE WASHERS
ING
JWL (TYP)

-^f i rrii m/ nnAT I ICT AC`CCAADI V
SECTION VIEW -BOAT LIFT INSTALLATION
1" CONDUIT PLAN VIEW -BOAT LIFT INSTALLATION
9 C-8 BOAT LIFT -30' UTILITY BOAT
SCALE: 1/4 " =1' -0"
'ILE
�T LIFT ONLY
BOAT (GOVERNMENT SUPPLIED)
NEW FINGER P
na � Ill IAIADnI IT DnAT I ICT ACCrhARI Y
SECTION VIEW -BOAT LIFT INSTALLATION
INEVV lL) tt I L, l I) jr I w
1" CONDUIT. CONNECT TO PLAN VIEW -BOAT LIFT INSTALLATION
EXISTING 30 AMP CIRCUT
BREAKER IN EXISTING
POWER PEDESTAL
B BOAT LIFT -21' RUNABOUT
C -2 C -8 SCALE: 1/4 " =1' -0"
(GOVERNMENT SUPPLIED)
PILE SUMMARY TABLE
PILE LENGTH (FEET)
REQUIRED MINIMUM
CIRCUMFERENCE (INCHES)
3 FEET FROM BUTT
MINIMUM TIP
CIRCUMFERENCE (INCHES)
DESCRIPTION
MINIMUM EMBEDMENT (FEET)
PILE DESIGNATION
44
29
TEST PILE- LOCATION AS INDICATED
25'
® TEST PILE
45
44
30
TIMBER PILE - EXTEND TO ROOF FRAMING
20'
40
38
27
TIMBER PILE - EXTEND TO UNDERSIDE OF DECK
15'
®
25
44
30
TIMBER PILE - SUPPORTING BOAT LIFT ASSEMBLY
20'
40
NOTE:
THIS SHEET DEPICTS BOAT LIFT SYSTEM CONSTRUCTION
REQUIREMENTS. REFERENCE SHEET C-5 FOR
BOATHOUSE CONSTRUCTION.
E)
4 0 2' 4' 8'
GRAPHIC SCALE: 1/4 " =1' -0"
AE PROJECT # 12042
AVOLIS ENGINEERING, P.A.
P.O. BOX 15564
NEW BERN, NC 28561
PH.(252) 633 -0068, FAX [phone]
BOAT LIFT INSTALLATION NOTES:
1. THE CONTRACTOR SHALL PROVIDE A COMPLETE ELECTRIC BOAT LIFT SYSTEM FOR EACH
BOAT AS OUTLINED HEREIN.
2. THE BOAT LIFT SYSTEM SHALL BE SUPPORTED ON ITS OWN PILING SYSTEM, INDEPENDENT
OF THE BOAT HOUSE PILING SYSTEM.
3. THE CONTRACTOR SHALL ADJUST THE BOAT LIFT BEAMS AND BUNKS TO PROVIDE PROPER
SUPPORT FOR EACH BOAT TO BE SUPPORTED.
4. THE CONTRACTOR SHALL CONFIRM THE PLACEMENT OF THE LIFT SYSTEM SUPPORT PILES
WITH THE LIFT MANUFACTURER SELECTED AND ADJUST POSITIONING ACCORDINGLY.
BOAT LIFT REQUIREMENTS:
A. 30' UTILITY BOAT LIFT
1. MINIMUM RATED CAPACITY = 15,000 POUNDS
2. 8 -PILE SUPPORT SYSTEM
3. OVERHEAD BEAM LIFT ASSEMBLY
4. MARINE GRADE ALUMINUM BEAMS
5. STAINLESS STEEL LIFT CABLES
6. MACHINED ALUMINUM CABLE WINDERS
7. STAINLESS STEEL HARDWARE
8. STAINLESS STEEL SHEAVES
9. ADJUSTABLE BUNK SYSTEM
10. ADJUSTABLE PVC GUIDE POST SYSTEM
11. MOTOR COVER
12. MOTOR CONTROL SWITCH
13. 120 VOLT, SINGLE PHASE MOTOR AND ENCLOSURE, MINIMUM TRAVEL SPEED =2.0 FPS
B. 21' UTILITY BOAT LIFT
1. MINIMUM RATED CAPACITY =8,000 POUNDS
2. 4 -PILE SUPPORT SYSTEM
3. OVERHEAD BEAM LIFT ASSEMBLY
4. MARINE GRADE ALUMINUM BEAMS
5. STAINLESS STEEL LIFT CABLES
6. MACHINED ALUMINUM CABLE WINDERS
7. STAINLESS STEEL HARDWARE
8. STAINLESS STEEL SHEAVES
9. ADJUSTABLE BUNK SYSTEM
10. ADJUSTABLE PVC GUIDE POST SYSTEM
11. MOTOR COVER
12. MOTOR CONTROL SWITCH
13. 120 VOLT, SINGLE PHASE MOTOR AND ENCLOSURE, MINIMUM TRAVEL SPEED =2.0 FPS

61111
7A' I ITII IT/ nnAT 1 Irr Af`f`riAni \/
r
LIFT CONTROLLER -
MOUNT BOTTOM 5
ABOVE DECK
LIFT CONTROLLER -
MOUNT BOTTOM I 5z
ABOVE DECK
SECTION VIEW -BOAT LIFT INSTALLATION
IrI: 1► ��/ 1i9�CGi�1 : \��Ii�1 ►A7I:1�A:��I�J \I
A DECK FRAMING PLAN
C -4 �_'SCALE: 1/4"=V-0"
1101111m gumpalffig,
_ITY BOAT (GOVERNMENT SUPPLIED)
ABOUT BOAT (GOVERNMENT SUPPLIED)
DECK
3HEEf C -5
TOP OF DECK = +3.5' (REFERENCE)
NORMAL HIGH WATER = +0.0' (REFERENCE)
WOOD DECK
M.T1ZIIwI -lowl
CONTROLLER -
IT BOTTOM 54"
E DECK
BOTTOM ELEVATION =VARIES, SEE PLAN
30' UTILITY BOAT (GOVERNMENT SUPPLIED)
BOAT LIFT INSTALLATION NOTES:
1. THE CONTRACTOR SHALL PROVIDE A COMPLETE ELECTRIC BOAT LIFT SYSTEM FOR EACH
BOAT AS OUTLINED HEREIN.
2. THE BOAT LIFT SYSTEM SHALL BE SUPPORTED ON ITS OWN PILING SYSTEM, INDEPENDENT
OF THE BOAT HOUSE PILING SYSTEM.
3. THE CONTRACTOR SHALL ADJUST THE BOAT LIFT BEAMS AND BUNKS TO PROVIDE PROPER
SUPPORT FOR EACH BOAT TO BE SUPPORTED.
4. THE CONTRACTOR SHALL CONFIRM THE PLACEMENT OF THE LIFT 'SYSTEM SUPPORT PILES
WITH THE LIFT MANUFACTURER SELECTED AND ADJUST POSITIONING ACCORDINGLY.
BOAT LIFT REQUIREMENTS:
A. 30' UTILITY BOAT LIFT
1. MINIMUM RATED CAPACITY = 15,000 POUNDS
2. 8 -PILE SUPPORT SYSTEM
3. OVERHEAD BEAM LIFT ASSEMBLY
4. MARINE GRADE ALUMINUM BEAMS
5. STAINLESS STEEL LIFT CABLES
6. MACHINED ALUMINUM CABLE WINDERS
7. STAINLESS STEEL HARDWARE
8. STAINLESS STEEL SHEAVES
9. ADJUSTABLE BUNK SYSTEM
10. ADJUSTABLE PVC GUIDE POST SYSTEM
11. MOTOR COVER
12. MOTOR CONTROL SWITCH
13. 120 VOLT, SINGLE PHASE MOTOR AND ENCLOSURE, MINIMUM TRAVEL SPEED =2.0 FPS
B. 21' UTILITY BOAT LIFT
1. MINIMUM RATED CAPACITY =8,000 POUNDS
2. 4 -PILE SUPPORT SYSTEM
3. OVERHEAD BEAM LIFT ASSEMBLY
4. MARINE GRADE ALUMINUM BEAMS
5. STAINLESS STEEL LIFT CABLES
6. MACHINED ALUMINUM CABLE WINDERS
7. STAINLESS STEEL HARDWARE
8. STAINLESS STEEL SHEAVES
9. ADJUSTABLE BUNK SYSTEM
10. ADJUSTABLE PVC GUIDE POST SYSTEM
11. MOTOR COVER
12. MOTOR CONTROL SWITCH
13. 120 VOLT, SINGLE PHASE MOTOR AND ENCLOSURE, MINIMUM TRAVEL SPEED =2.0 FPS
PILE SUMMARY TABLE
PILE DESIGNATION
PILE LENGTH (FEET)
REQUIRED MINIMUM
CIRCUMFERENCE (INCHES)
3 FEET FROM BUTT
MINIMUM TIP
CIRCUMFERENCE (INCHES)
DESCRIPTION
MINIMUM EMBEDMENT (FEET)
® TEST PILE
45
44
29
TEST PILE - LOCATION AS INDICATED
25'
40
44
30
TIMBER PILE- EXTEND TO ROOF FRAMING
20'
®
25
38
27
TIMBER PILE - EXTEND TO UNDERSIDE OF DECK
15'
40
44
30
TIMBER PILE - SUPPORTING BOAT LIFT ASSEMBLY
20'
NOTE:
THIS SHEET DEPICTS BOAT LIFT SYSTEM CONSTRUCTION
REQUIREMENTS. REFERENCE SHEET C-6 FOR
BOATHOUSE CONSTRUCTION.
4' 0 2' 4' 8'
GRAPHIC SCALE: 1/4 " =1' -0"
AE PROJECT # 12042
AVOLIS ENGINEERING, P.A.
P.O. BOX 15564
NEW BERN, NC 28561
PH.(252) 633 -0068, FAX [phone] W