20210878 Ver 1_21015 9 Corbet St 9-17-2021_20210920

CP
1
MHW
LINE AS FLAGGED BY OTHERS
+S9 & LOCATED 02/22/21
/ \
RELOCATED
WOOD
BULKHEAD
HAND
RAIL
CP
Ot FACE BULKHEAD
TO PROPERT LINE
/
N/F
DAVID E RODGER
ETAL
D.B. 5489 PG. 2146
EIP
N30'50' 11 "E
24.09'
N30'53'52 "E 0.67'
/
EIP
•10-
EIP1
N: 162991.087
' E: 2360023.093
HVAC
UNITS
00
ti
N/F
FRANCES REBECCA \ .
COLONNA
D.B. 5579 PG. 2831
AC=0.364
SQ. FT.=15870.1837
1 STORY RAISED
WOOD FRAME
DWELLING WITH
ENCLOSED LOWER
LEVEL
CONCRETE
1.
N/F
JOSEPH S FINLEY, ET
AL
DB. 5805 PG. 2954
N31 '08'30 "E 0.50'
/
SITE PLAN
EIP
CURB & GUTTER
N/F
DAVID R SCOTT
D.B. 3189 PG. 370
N.T.S.
4.2'
+ 4.2' (PAVEMENT ELEV.
�
Ap
&-.6) `S'?'
+ 4.4' (GROUND ELEV.) �j.c;:?› �\
N/F
FRANCES REBECCA
COLONNA
D.B. 5770 PG. 433
AC.=0.189
SQ.FT.=8229.00
Original survey by ESP Associates, Inc. for
Parker Construction Group at 7 & 9 Corbett St
Wrightsville Beach, NC. Used for reference only.
EIP
/
/
TN 1
LOCALJZATION POINT
N: 162862.419 (GRID)
E: 2360170.752 (GRID)
EL4.57' EIP
/
/
EIR1
N: 162883.962
E: 2360202.436
.O�
4;•
N/F
EIR
S58'31'14"E
MICHAEL L
MARGARET
LARSON ET AL
4346 PG. 149
5.16'
STRUCTURAL NOTES
GENERAL NOTES:
1. THE STRUCTURAL NOTES SHALL BE USED IN CONJUNCTION WITH THE
STRUCTURAL DRAWINGS.
2. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE
PROVISIONS OF THE 2018 NC BUILDING CODE.
3. THE CONTRACTOR SHALL FIELD VERIFY THE DIMENSIONS,
ELEVATIONS, AND OTHER REQUIREMENTS NECESSARY FOR THE
PROPER CONSTRUCTION AND ALIGNMENT OF THE STRUCTURE.
4. THE CONTRACTOR SHALL MAKE ALL MEASUREMENTS NECESSARY FOR
FABRICATION AND ERECTION OF STRUCTURAL MEMBERS.
5. ALL SPECIFICATIONS REFER TO LATEST EDITION.
DESIGN LOADS:
GROUND SURCHARGE: 50 PSF
HYDROSTATIC GROUNDWATER PRESSURE - ELEVATION DIFFERENCE
WITH CANAL: 1'-0"
ENVIRONMENTAL:
1. THE CONTRACTOR IS RESPONSIBLE TO PREVENT CONTAMINATES,
DEBRIS, POLLUTION, OR SEDIMENT FROM ENTERING THE WATERWAY.
THE CONTRACTOR WILL NOT DIRECTLY RETURN WATER OR ALLOW
STORM WATER TO DIRECTLY ENTER THE WATERWAY.
2. THE CONTRACTOR IS RESPONSIBLE TO USE SCREEN OR OTHER
PROTECTIVE EQUIPMENT TO KEEP CONSTRUCTION DEBRIS FROM
ENTERING THE WATERWAY. THE OWNER RETAINS THE THE
AUTHORITY TO REQUIRE ADDITIONAL ENVIRONMENTAL PROTECTION IF
THE CONTRACTOR HAS NOT INSTALLED ADEQUATE PROTECTION TO
BE AFFECTIVE.
GEOTEXTILE FABRIC:
1. MIRAFI FILTER 300 WOVEN GEOTEXTILE FABRIC
GEOTECHNICAL:
1. EXISTING GRADE AT BOAT RAMP TO BE COMPACTED TO 98% OMC.
2. NC DOT COMPLIANT NC DOT CLASS 2 RIP RAP SPECIFICATIONS.
3. ASSUMED EXISTING SOIL IS CLEAN SAND.
TIMBER:
1. LUMBER SPECIFIED AS NO 2. PRIME SYP UNLESS OTHERWISE NOTED,
LUMBER SHOULD BE TREATED TO 2.5 LBS OF PRESERVATION
RETENTION PER CUBIC FOOT. SURFACE PREPARATION IS S4S.
MOISTURE CONTENT IS KDAT19. PRESSURE TREATMENT TO MEET UC4B
STANDARDS. FIELD CUTS ARE TO BE TREATED WITH COPPERS #50.
2. FASTENERS ARE SPECIFIED AS 12 GAUGE, STAINLESS STEEL SCREWS -
UNLESS SPECIFIED OTHERWISE BY TIMBER TIE MANUFACTURER.
CONCRETE:
1 REINFORCED CONCRETE TO CONFORM WITH ACI 301 LATEST EDITION.
THE CONTRACTOR WILL COMPLY WITH ACI 301 AND ACI 318. CONCRETE
TO BE PLACED PER ACI 304R (ACI 305R DURING HOT WEATHER / ACIR
DURING COLD WEATHER - BELOW 40 DEGREES). CONTRACTOR TO
PROVIDE MIX DESIGN FOR ENGINEER APPROVAL. THE MIX DESIGN MUST
HAVE A MINIMUM OF 10 SAMPLE BREAKS SHOWING THE REQUIRED
MINIMUM 28 DAY STRENGTH. SLUMP PER ACI RECOMMENDATIONS.
2. 28 DAY CONCRETE STRENGTH - 4,000 PSI
3. REINFORCING STEEL:
a. REBAR: ASTM A615, GRADE 60
b. WELDED WIRE FABRIC: ASTM 185.
4. CONCRETE CLEAR: 2"
5. NO FLY ASH PERMITTED.
6. LAP SPLICE: 18" MINIMUM (36 BAR DIAMETERS).
7. CONCRETE MIX DESIGN TO INCLUDE 4.5 GAL/CY OF CORROSION
INHIBITING ADMIXTURE.
8. CONCRETE TO INCLUDE 6-8% AIR ENTRAINMENT.
9. INCLUDE MASTER BUILDER UW450 ANTI -WASHOUT ADDITIVE.
TIE BACKS:
1. TIEBVACKS ARE SPECIFIED AS PLATIPUS ANCHORS B06 2/ 8MM S/S
TENDON.
2. ALL TIEBACK, TENDON, AND TERMINATION CONNECTION MATERIAL
SPECIFIED AS STAINLESS STEEL 316.
c STATURE
I,
I,
I,
I,
I
ENGINEERING,
STRUCTURAL ENGINEERING
& PROJECT MANAGEMENT
PO BOX 1429
CAROLINA BEACH, NC 28428
P: 910-622-5261
-'2'-
PROJECT TITLE
NEW
WRIGHTSVILLE
BULKHEAD
BEACH,
NC
SHEET TITLE
STRUCTURAL
NOTES
PLAN
AND
SITE
ISSUE BLOCK
MARK
DATE
DESCRIPTION
PROJECT NO: 21015
DATE: 9/17/2021
SCALE: AS NOTED
DRAWN BY: SSW
PROJ MGR: EBP
so

6?
CLASS 1 RIPRAP ON
MIRAFI FW 300
INSTALL SHEETPILE
TIGHT TO CONCRETE
RAMP FILL CONCRETE
ca
0
m
z
CID
a
3r1' rn
PROPOSED BULKHEAD
MARINE MATTRESS SHORELINE PROTECTION
NEW BULKHEAD LOCATION
EXISTING CONCRETE RAMP
0.3
BOAT RAMP
9SUPPORT
1'-0"
REPAIR CONCRETE
BOAT RAMP
.
v •
•v•
EXISTING BOAT RAMP ENLARGED PLAN
SCALE: 1/2" = 1' - 0"
7"
CONCRETE
CAP
ESP 3.1 VINYL
SHEETPILE
6' LONG
SCALE: 1/8" = 1'-0"
BOAT RAMP SECTION
CONCRETE RAMP REPAIR:
Original survey by ESP Associates, Inc. for
Parker Construction Group at 7 & 9 Corbett St
Wrightsville Beach, NC. Used for reference only.
#4 @ 18 0.C. BOTH WAYS
- 1" CLEAR AT BOTTOM
- 2" CLEAR AT TOP
EXISTING CONCRETE BOAT RAMP
1. PREPARE EXISTING CONCRETE BOAT RAMP.
- POWER WASH TO EXPOSE LARGE AGGREGATE
- REMOVE BROKEN/MISSING CONCRETE
2. INSTALL #4 REINFORCING
3. APPLY BONDING AGENT TO EXISTING CONCRETE RAMP
4. POUR NEW CONCRETE CAP (4" THICK).
- 3 GALLONS OF CORROSION INHIBITOR PER CY
6-8% AIR CONTAINMENT
INCLUDE MASTER BUILDER UW450 ANTI -WASHOUT
ADDITIVE
SCALE: 1/2" = 1' - 0"
PT 8x8 WALER
TERMINATE TIE ROD
@3"x3"x1/4" S/S WASHER
—5'-0"
PT TOP CAP - PT 2x6 DECKING W/ 3 2'
LONG S/S SCREWS
PT 2x8 (CONT.)
2'x2'x2' WASHED #57 STONE
WRAPPED IN MIRAFI FW 300
21/2" 0 JET FILTERS @ 6'-8" O.C.
ESP 3.1 VINYL SHEET PILE
9' LONG
EA) NEW BULKHEAD SECTION
PROPOSED ELEVATION
(2018)
EXISTING ELEVATION
(2021)
PLATIPUS ANCHOR B06
W/ 8MM S/S TENDON
TERMINATE 14' BEHIND
SHEETPILE
(AFTER PULL BACK/
LOCK OUT) @ 8' O.C.
SCALE: 1/4" = 1'-0"
STATURE
I
I,
I,
I,
II
`ENGINEERING
STRUCTURAL ENGINEERING
& PROJECT MANAGEMENT
PO BOX 1429
CAROLINA BEACH, NC 28428
P: 910-622-5261
PROJECT TITLE
NEW
WRIGHTSVILLE
BULKHEAD
BEACH,
NC
SHEET TITLE
NEW
LOCATION
SECTIONS
DETAILS
BULKHEAD
PLAN,
AND
ISSUE BLOCK
MARK
DATE
DESCRIPTION
PROJECT NO: 21015
DATE: 9/17/2021
SCALE: AS NOTED
DRAWN BY: SSW
PROJ MGR: EBP
SI