HomeMy WebLinkAboutSite plan rev 7.20.2026F-1Q F-E3 E) n I I L-), c- p; D N I
FOR EXAMPLE ONLY; NOT TO SCALE
(2) 3" X 8" P.T. CAP;
W/ h' GALV. BOLTS
*0S (TYP)
GALV. LAG BOLTS
3' O.C. (TYP) (ALTERNATE
2"x8'ITH CAP THRU-BOLTS (TYP)
(2) 3' X 6' P.T. CAP
2%8" x { SUPPORTS; W/ }�" GALV.
BOLTS 0 3' O.C. (TYP)
2"x8" SHOREGUARD CL 9900
SHEETING (TYP)
CAP TOP VIEW CAP TOP VIEW
(ALTERNATE)
BULKHEAD CAP DETAIL
1 .5 Q
1
2 4
1 "=2'
R,
2" x 4" BALLUSTE
4" SPACING (T
4" x 4" RAILING
SUPPORT POSTS (TYE
" THROU,
BOLTS (TY
2" x 12" STAIR
STRINGERS (TYP,'
SEE NOTE 13
POST CAP (TYP)
" RAILING
HEIGHT
!" X 6-DECKING, X2" SPACE
ITWEEN DECK BOARDS (TYP)
2" x 4" TREAD SUPPORTS;
THROUGH BOLTED INTO
STRINGER (TYP)
2" x 12" STAIR TREADS (TYP),
((2) 2" X 6" OPTIONAL)
STAIR SECTION FRONT VIEW DETAIL
5 Q 5 10 20
DCE ##24-333 SCALE: 1"=10'
N/F
MAP 111, PARCEL 29
PAUL PECORARO
156 BLUE ROCK ROAD
SOUTH YARMOUTH, MA 02664
PROPOSED N4" THRU-BOLTS;
2' O.C. (TYP)
PROPOSED CHANCE HELICAL
ANCHORS; 6' SPACING, (TY;
6'f
BULKHEAD PLAN VIEW DETAIL
1 .5 0 1 2 4
1 "=2'
" THROUGH
BOLTS (TYP)
1�
4" x 4" SUPPORT\ ,
POSTS; EMBED 4'
MINIMUM (TYP)
2" x 12" DOUBLED JOIST,
HEADERS (TYP)
2" x 8" FLOOR JOISTS, FLUSH FRAMED
16" O.C., WITH GALV. HANGERS (TYP)
STAIR SECTION ELEVATION DETAIL
5 Q 5 10 20
SCALE: 1 "=10'
20p �° (ti
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SITE PLAN -EXISTING AND PROPOSED
10 5 Q 10 20 40
SCALE: 1 "= 20'
RESOURCE AREA TABLE
TOTAL LOT SIZE = 35.284+/- SO. FT
AREA WITHIN THE 100'_ RIVERFRONT AREA = 14.920f SO. FT
AREA WITHIN THE 100'-200' RIVERFRONT AREA = 15.669f SQ. FT.
WORK WITHIN 100' RIVERFRONT AREA
EXISTING 540f SQ. FT. (EXISTING STAIRS)
PROPOSED = STAIRS, NO CHANGE; PROPOSED BACKFILL = 1,300t
SQ. FT.
STRUCTURES WITHIN THE 0'-35' BUFFER OF COASTAL BANK
EXISTING = 2,320f SQ. FT.
PROPOSED =NO CHANGE
STRUCTURES WITHIN THE 35'-50' BUFFER OF COASTAL BANK
EXISTING = 968t SQ. FT.
NO CHANGE PROPOSED
STRUCTURES WITHIN THE 50'-100' BUFFER OF COASTAL BANK
EXISTING = 305f SQ. FT.
PROPOSED = NO CHANGE
40.0(
30.0(
20.0(
10.0(
i •I
-20.0(
0+
CONSTRUCTION NOTES:
1. THE SCOPE OF WORK FOR THIS PROJECT IS TO REPLACE THE EXISTING PERMITTED BULKHEAD, AND RECONSTRUCT THE PREVIOUSLY LICENSED PIER, RAMP, AND FLOAT TO
CURRENT STANDARDS. THE BULKHEAD WILL BE EXTENDED ALONG THE WATERFRONT FOR A TOTAL LENGTH OF 136'i. NEW RETURNS ARE PROPOSED TO PREVENT FLANKING. IN
ADDITION, THE EXISTING ACCESS STAIRS WILL BE REBUILT IN KIND, WITH THE RISE AND RUN ADJUSTED TO MAINTAIN 18" OF CLEARANCE TO THE UNDERLYING VEGETATION. THE
LANDINGS SHALL BE REBUILT IN THEIR SAME LOCATION AND HEIGHT,
2. THE RISE AND RUN FOR THE PROPOSED STAIRS IS APPROXIMATE; ALL DIMENSIONS AND ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH SHOREFRONT CONSULTING PRIOR TO
CONSTRUCTION OF THAT PHASE.
3. ELEVATIONS REFER TO NAVD 88. CONTACT DOWN CAPE ENGINEERING FOR ADDITIONAL ELEVATION INFORMATION AS NEEDED.
4. CONSTRUCTION ACCESS SHALL BE VIA THE ACCESS ROUTE SHOWN ON THE PLAN AND DIRECTLY OVER THE APPLICANT'S PROPERTY.
5. THE WORK ACTIVITY SHALL OCCUPY A MINIMUM AREA TO ACCOMPLISH THE INSTALLATION OF THE PROPOSED WORK. EQUIPMENT AND MATERIALS HANDLING SHALL BE IN
ACCORDANCE WITH THE WORK PROTOCOL SUBMITTED WITH THE NOTICE OF INTENT, THE RESULTING ORDER OF CONDITIONS AND AS DIRECTED BY THE YARMOUTH CONSERVATION
AUTHORITIES.
6. THE BULKHEAD INSTALLATION SHALL BE ACCOMPLISHED FROM A WORKING BARGE AS MUCH AS PRACTICAL. THE REMAINDER OF WORK SHALL BE ACCOMPLISHED BY HAND. AT NO
TIME SHALL THE WORKING BARGE COME IN CONTACT WITH THE RIVER BOTTOM.
7. MATERIALS AND EQUIPMENT SHALL BE STORED ON THE APPLICANT'S PROPERTY OR THE WORKING BARGE DURING TIMES OF HIGH TIDE AND WHEN NOT IN USE. WORKING BARGE TO
BE ANCHORED TO AVOID BOTTOMING OUT DURING PERIODS OF LOW TIDE.
8. PILES SHALL BE DRIVEN BUTT END FIRST TO THE DEPTHS SPECIFIED ON THE PLAN. IF DESIGN EMBEDMENT CAN NOT BE REACHED, SHOREFRONT CONSULTING SHALL BE
CONTACTED BEFORE PROCEEDING. PILES CAN BE INITIALLY JETTED TO SET, BUT THEN SHALL BE MECHANICALLY DRIVEN FROM THE WORKING BARGE.
9. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RETURNED TO THEIR PRE -CONSTRUCTION CONDITION. ALL WORK SHALL BE INSPECTED BY SHOREFRONT CONSULTING AND
RECEIVE APPROVAL BEFORE REMOVING EQUIPMENT FROM THE SITE.
10. THE ACCESS ROUTE AND WORK SITE SHALL BE CLEANED AND RESTORED TO RESEMBLE THE PRE -CONSTRUCTION CONTOURS AND CONDITIONS.
11. THE CONTRACTOR SHALL OBTAIN A COPY OF THE ORDER OF CONDITIONS ISSUED FOR THE PROJECT BY THE YARMOUTH CONSERVATION COMMISSION PRIOR TO THE START OF ANY
WORK.
12. ALL HARDWARE SHALL BE GALVANIZED OR STAINLESS STEEL, UNLESS OTHERWISE APPROVED BY OWNER OR SHOREFRONT CONSULTING.
13. CLEAN SAND FILL SHALL BE USED BEHIND THE BULKHEAD.
14. VINYL SHEETING SHALL BE SHOREGUARD CL-9900, OR EQUAL, WITH A MINIMUM SECTION MODULUS OF 20. SHEETING SHALL BE 20-FOOT LONG SHEETS, AND SHALL BE DRIVEN
TO THE FULL DEPTH WITH MINIMUM CUTOFF. IF DESIGN EMBEDMENT CAN NOT BE REACHED, SHOREFRONT CONSULTING SHALL BE CONTACTED BEFORE PROCEEDING.
15. REFER TO STRUCTURAL DRAWING ENTITLED "PLAN SHOWING 10' ENGINEERED VINYL BULKHEAD", BY SHOREFRONT CONSULTING, AND STAMPED BY MARK MCKENZIE, P.E., DATED
12/12/12 FOR BULKHEAD DETAILS. THE CL9900 SHEETING SHALL BE UTILIZED TO REPLACE THE CL9000 MATERIAL WHICH IS NO LONGER AVAILABLE. THE CL9900 HAS A SECTION
MODULUS OF 20 WHERE THE CL9000 HAD A SECTION MODULUS OF 16.4; THEREFORE, THE CL9900 IS A SUITABLE REPLACEMENT AND SHALL BE USED. THE DESIGN ANCHOR
SPACING IS 7' WHERE 6' WILL BE USED. ALL OF THE CHANGES ARE MORE CONSERVATIVE FROM THE ORIGINAL THE DESIGN.
16. REFER TO THE PLANTING LIST FOR PLANTING IN THE FILLED AREA. SUBSTITUTIONS CAN ONLY BE MADE WITH CONSERVATION APPROVAL.
17. NORTH END OF WALL SHALL TERMINATE 10 FFET FROM THE PROPERTY LINE. PROVIDE A FIBER ROLL "SOFT RETURN" ON THE NORTH END AS SHOWN. FIBER ROLLS SHALL BE 20"
DIAMETER, AND ANCHORED.
18. THE EXISTING STAIRS ARE PERMITTED AND SHALL FIRST BE REPAIRED FOR USE IN THE SUMMER OF 2026. THE ENTIRE STAIRCASE WILL BE RECONSTRUCTED OFF SEASON AT A
LATER DATE.
19. THE ENTIRE STAIR RECONSTRUCTION SHALL INCLUDE A 8'x1O' LANDING ON TOP OF THE WALL, WITH NEW ACCESS STAIRS TO THE BEACH.
20. RISE, RUN, AND STAIR RUNS ARE APPROXIMATE. VERIFY ALL DIMENSIONS AND LAYOUT IN THE FIELD PRIOR TO CONSTRUCTION.
21. NEW BULKHEAD SHALL BE INSTALLED AS FAR LANDWARD AS POSSIBLE, TOP OF WALL SHALL BE ELEVATION 5.5', WITH ONE 20-INCH FIBER ROLL ON TOP,
EXISTING GRADE ----
TOP OF SCARP --
EXISTING SCARP
BOTTOM OF COASTAL BANK -
S.S. CABLE ANCHORS; DB 68 -
OR EQUAL; (ANCHOR EVERY 3
FT.); EMBED 5' MINIMUM INTO
UNDISTURBED SOIL.
REGRADE SCARP WITH COMPATIBLE MATERIAL AND
PLANT WITH AMERICAN BEACH GRASS, 12" O.C..
PLANT WOODY SHRUBS BETWEEN ROLLS 3' O.C.
(REFER TO PLANTING PLAN)
1.5
1 COVER WITH 90OG COIR MATTING
AND COMPATABLE SOIL
PROPOSED 20' DIAM.,
10-20' LONG FIBER ROLLS
EXISTING GRADE
3 8" STAINLESS STEEL CABLE;
e ,
SLEEVE IN FLEXIBLE HOSE TO
PREVENT CHAFFING FIBER ROLLS
FIBER ROLL DETAIL
2.5 0 2.5 5 10
SCALE: 1 "=5'
COASTAL BANK
COASTAL
BEACH
PROPOSED GRADE
20' MINIMUM EMBEDMENT BEHIND EXISTIN
GRADE; ANCHOR SHALL DEVELOP 18K MtN.
PROPOSED T. P.T.
2 X 6" BACK WALE
1'
X
„ a
NEW 1 1/2 0 CHANCE HELICAL SCREW ANCHOR
BACK FILL SALL BE 6" BELOW T.O.W.
TOP OF WALL SHALL BE NO MORE
THAN 10' ABOVE EXISTING GRADE
PROPOSED CAP; SEE DETAIL
PROPOSED CONT. GREENHEART
8"x8" ANCHOR WALE
2'f
1'� THREADED - 1" DOCK WASHERS
ROD ADAPTER
TYPE SS5 1}¢" X 5' NTH B' & 90" FLIGHTS EXISTING GRADE- ��"
® T-0" O.C. MINIMUM ANCHOR PENETRATION
SHALL BE 20', AND DEVELOP 18 KIPS MINIMUM PROPOSED SHOREGUARD CL 9900
ANCHOR FORCE PER ANCHOR VINYL SHEETING, 20 FEET LONG
LOCUS MAP
SCALE 1 "=2000't
LEGEND
MHW MEAN HIGH WATER
MLW MEAN LOW WATER
2 ELEVATION CONTOUR
PROPERTY LINE
LIMIT OF WORK/ACCESS
SURVEY NOTES:
RECORD OWNER,
BLUE ROCK ROAD REALTY TRUST
LAURA F. RICCI❑, TRUSTEE
185 SYCAMORE DR
WESTW❑❑D, MA 02090
ASSESSORS MAP 101, PARCEL 158
DEED CETIFICATE #161469
LAND COURT PLAN #32679-B, SH 7, LOT 91
PROPERTY LIES WITHIN RESIDENTIAL ZONE R40.
PROPERTY LINES DEPICTED HEREON ARE BASED ON A
FIELD SURVEY BY DOWN CAPE ENGINEERING IN APRIL,
2020 AND COMPILED FROM PLANS ON RECORD RECORDED
IN THE BARNSTABLE COUNTY REGISTRY OF DEEDS.
PARCEL APPEARS TO LIE WITHIN FLOOD ZONE AE (EL. 11'
NAVD 88) PER FIRM PANEL #583 OF 875, COMMUNITY MAP
NUMBER 25001CO583J EFFECTIVE DATE JULY 16, 2014 AS
SHOWN ON THE FEMA ON-LINE DATA BASE.
DATUM FOR ALL ELEVATIONS = NAVD 88
MEAN HIGH WATER = 1.6' NAVD 88
MEAN LOW WATER = -1.5' NAVD 88
THE PROJECT IS NOT WITHIN AN NHESP BOUNDARY AND
IS THEREFORE NOT SUBJET TO MESA REVIEW
BULKHEAD ELEVATION DETAIL ��SS9_
� DANIELAN�,
2.5 0 2.5 5 10 o OJALA
" C;ViL
SCALE: 1 "=5' No, 4650 a/
0�F �GST
SS/ONAL E��
LAND UNDER OCEAN
O.00
EXISTING CONCRETE
ALK TO REMAIN i 0, _. ESTIMATM RfSE = 8.25
ESTIMATED RUN = 10"
_. AT:L_151MEt�iSf�N�;_Li��7(�l7 ,
AND RUN TO BE CONFIRMED
EXISTING GRADE PRIOR TO CONSTRUCTION
PROPOSED RECONSTRUCTED
- STAIRS
HIEGHTS TO, MATCH EXISTING,
7'f-�►I LANDING LENGTHS AS NOTED FOR _
rl FARANCIF TO VEGETATION,
18 MIN.
3
EXISTING STAIRS
AND LANDINGS
L4't
2
PROPOPOSED 8'x10' LANDING
�. AND ACCESS STAIRS
FILL TO RESTORE GRADE AND
..REPLANT TO STABILIZE TWO SCARPS--._.
ONE ON THE SOUTH END AND ONE
ON TF1E_N0RTR_`END_0T-TRE_ FLOOD 7nNF AF (FL 11 )
PROPERTY
PROPOSED 20" DIAM., 10'-20' LONG FIBER ROLLS _
PROPOSED 3,5_WID��__ _
1d
NOTE; PROPOSED GRADE BEHIND BULKHEAD
BEACH ACCESS STAIRS
AREA BEHIND�-�UL H _D.._T�.w_�_�LLM- _'-��1�� SQU�;I~E EEEI'` TO BE -RETORED-TO MATCH UPPER
LENGTH OF =142. FEET SLOPE TO PREVENT SLUMPING;
µ _FILL
VOLUME OF FILL = 131 YARDS NOT INCLUDING FILLING IN OF ESTIMATED AMOUNT -OF FILL_. TO BE
_._... .. _. _._..... _ _
MHW -
APPROXIMATELY 200 CUBIC YARDS.SCAReS. TOTAL ESTIMATED Ell 1 2001 CUBIC YARDS
P_ OP. RECONSTRUCTED •MLW -- -1.5'
_. ---- -
-
-BULKHEAD € _
v;,st;r,U Z± TIMBER BULKHEAD TO -�
-- - 'MLW -�
- L
136't. HEIGHT SHALL BE 5.5'. BASE
EXITING
SECT10=A _ ELEVA-TION DETAIL _
OF SHEETING TO BE AS FAR
LANDWARD A POSSIBLE ALONG ITS
LENGTH.
_� �_� �_ �� PROPOSED LANDING SUPPORT
PILES 8"0, 20'f LONG (4 TOTAL)
00.00
0+25.00 0+50.00 0+75.00 1+0
.00 14-95.00 14-5
n
� 111A OF MgSS9C
DANIEI.. t
A.In
OJALA `N
No.40980
SURV1��
NO PART OF THIS DRAWING MAY BE USED BY ANY
�.oc PARTY WITHOUT THE EXPRESS WRITTEN CONSENT OF
SHOREFRONT CONSULTING AND
DOWN CAPE ENGINEERING, INC.
D.00
D.00
).00
Ell
10.0
20.(
0
I
2
7/20/26
shorten north wail end fair 10' clearance to property line
MCB
2
7/20/26
lower wall by 1 foot, add fiber roll; move bulkhead landward
MCB
1
5/15/26
added revised landing layout to plan view
MCB
N0.
I
DATE
REVISIdN7
BY
SHM7 E
PROPOSED RECONSTRUCTION OF
EXISTING STAIRS, RU' -AD c I! ANDING
FLUE ROCK ROAD REALTY TRUST
166 BLUE ROCK ROAD SOUTH YARMOUTH, MA
PROJECT M0.
SC-290
scALE AS SHOWN
DATE 2/11/26
MCB
_Ff Dl?
DRAMW N0.
FEDELE.DWG
DOWN CAPE ENGINEERING
939 MAIN STREET I
YARMOUTHPORT, MA 02675
(508) 362-4541
SHOREFRONT CONSULTING
290 CENTER STREET
DENNIS PORT, MA. 02639
(508) 280-8046
WWW.SHOREFRONTCONSULTiNG.COM
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