HomeMy WebLinkAbout1000-51.-1-18 t
GENERAL DEMOLITION NOTES: ORD OF ' RUSHES
S76 PROPOSED BLUFF PROTECTION, f=OR;i i l� POTTO oF. LUF = '';:• :::::. :. .-:;::;::.: :;. :. ..' ; ,: O N F S UT Ol
`; O ' I.START OF DEMOLITION SHALL ONLY BEGIN AFTER THE DEMOLITION CONTRACTOR
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GHI RY:.
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TING THAT HAZARDOUS RESTORATION AND PARTIAL BEACH .:. ss. ,p. -, oPE�...,..:; :;:r.;..:. ..
HAS BEEN SHOWN THE PROPER REPORTS STA TH ALL '
� • . � PROPC��D;�Y.>�a Gi~;..':: .:-�;<�` '::'�.`::i:';`i::':::.:'::.:�;:.:.:-,. ;,.';';;;:?:• ;::::�'i1.�;,'•:;�:,;,.:. s
DEED TjE MATERIALS HAVE BEEN REMOVED FROM THE 51TE u51N6 FEDERAL,STATE,AND ACCESS STAIR REPLACEMENT PLAN FOR: " _ AT Nov /� !g
SINE LOCALLY APPROVED METHODS AND PROCEDURES FOR THE MATERIAL IN
SITUATE AT:
Long 1s tang, SoU � . . `1O�•93' 2. ALL 5TRUGTURE5,BOTH ABOVE AND BELOW GRADE ARE 5HOWN A5 A GUIDE FOR SOOUTHOL 50UTHOLD -
n DEMOLITION. LOCATION OF SUBSURFACE 5TRUGTURE5 ARE E5TIMATED TO BE
d
LOCATED A5 SHOWN. THE CERTIFYING ENGINEER DOES NOT ATTEST TO THE SUFFOLK COUNTY, NEW YORK $
MEAN HIGH HIGH WATER LINE ® EL. ±2.82' ACCURACY OF THE LOCATION OF THE SUBSURFACE STRUCTURES 5HOWN OR TH05E 56TM NO.: 1000-51-1-I5 '� \ - or
ZONING DISTRICT: N/A
STRUCTURE$NOT SHOWN. SITE
MEAN HIGH WATER LINE ® EL. ±2.63' 3. THE DEMOLITION SHALL BE PERFORMED BY THE GONTRAGTOR(5) AT THEIR OWN R15K USE: RESIDENTIAL LOCATION ! oy
c� Cn AND LIABILITY. ALL DAMAGE ON 51TE OR ADJAGENT TO THE DEMOLITION AREA FEMA FLOOD ZONE: N/A F
� o WILL BE REPAIRED OR REPLACED 50LELY AT THE CONTRACTOR'S EXPENSE.
0.65 O 4. TO THE BEST OF THE EN61NEER-5 KNOWLEDGE,NO ENVIRONMENTAL HAZARD($),THAT SITE DATA: EXISTING: PROPOSED:
oI.o4 EX GONG DEBRIS SHALL BE Iv AREA OF 51TE: 32,633 S.F.(0.1482 ACJ N.G.
.. � REMOVED AND HAULED TO AN c.� COULD BE AGGRAVATED BY THE DEMOLITION PROCEDURE,EXISTS ON THIS SITE.
APPROVED UPLAND SITE. 5. THE CONTRACTOR 15 ADVISED TO L15E CAUTION WHEN EXCAVATING AND REMOVING (TO TIE LINE) _
1.65 lb3 CD 5UB5URFAGE STRUCTURES,PIPING,ETC.,DUE TO THE LIMITED AVAILABILITY OF 3'
INFORMATION CONCERNING SUBSURFACE UTILITIES.
2.36 � o
EX. FAILING WOOD WALL($) m GENERAL NOTES:
ex.boud rs 6. EXGAI(ATION PROCEDURES SHALL BE PERFORMED BY THE GONTRAGTOR(5), IN I. NO DEBRIS SHALL BE PERMITTED TO FALL SEAWARD OF AREA OF WOR.
4 o f NEARBY WASHED OUT AREAS ACCORDANCE WITH ALL FEDERAL,STATE AND LOCAL CODES AND REGULATIONS. K
SHALL BE REMOVED. OR TO ADJACENT PROPERTIES. AFTER DEMO HAS BEEN COMPLETED AND
3.47 3.07 NEI6HBORIN6 PROPERTY HAS BEEN RESTORED, ERECT CONSTRUCTION
74 4 260 FENCE ALONG EFFECTED PROPERTY LINE
ex, od' 4.12 EXISTING DECK AND STAIR EXTENT OF DEMOLITION: (� L N o
docent 2 ° (AND STONE/CONCRETE EXI5TIN6 STAIR TO BEACH SHALL BE REMOVED IN IT'S ENTIRETY. J,6° ! ung IS 2. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO ANY WORK. /\
stone revetment --5- --f 3 !! �a 2. SEE FILL AND COMPACTION NOTES PRIOR TO ANY 517E WORK.
11.42 of b�°� �s DEBRIS BENEATH DECK) TO A-SO: 2 EXISTING DEGK5,STAIR TO LOWER DECK AND QO C na SDUn 3. CONTRACTOR TO VERIFY ALL DIMEN510N5 IN FIELD PRIOR TO LOG,�TI ON MAP: o
u28 ex tom `; EXTRAPOLATE /�� 13EREMOVED
WOOD RETAINING WALLS LOCATED AT THE BOTTOM OF SLOPE ON
1 \ TOE OF BLUFF NEIGHBORING PROPERTY AS SHOWN ON PARTIAL PLAN(THIS DWG). Dc a EXCAVATION. STAIR AND REVETMENT CONTRACTOR SHALL COORDINATE NOT TO SCALE
~ - �\ ex. con(, ex.rocks o • '� . C E REGARDING STONE /STAIR P05T LOCATION.
LAND NOW OR \ Q 3 Vex.cont. THE REMAINS OF ANY COASTAL CONSTRUCTION SHALL BE �. lIE LANE 4. ALL DEBRIS FOUND ON BLUFF FACE SHALL BE REMOVED PRIOR TO THE
F F L s\ \`-'` \ � �`S\ �I10 r` �� pile REMOVED (UNLESS OTHERW15E NOTED) FROM THE AREA OF WORK, .
d o THI5 INCLUDES BUT 15 NOT LIMITED TO ITEMS GALLED OUT ON THE START OF CONSTRUCTION NOTE:
TAX LOT 17 �_- -, -_ _ �9 . , A. REMOVE 6ON5TRUGTION DEBRIS AND THE LIKE FOUND ABOVE MAGHINERY ACCESS FOR PROP05ED STAIR WORK SHALL BE PROP05EP
� "'� --_ `••- � \ � �-` � � _ S` EXISTING METAL aE FRAME 517E PLAN. ALL MATERIAL SHALL BE HAULED TO AN APPROVED � 'O !
BULKHEAD TO REMAIN UPLAND SITE. 0.93 GRADE, RESERVE MATERIAL WHEN DIRECTED. FROM THE RE51DENCE'S EAST SIDE OF DWELLING. MACHINERY AGGE55 F
. . B. REMOVE ALL UPROOTED' DEAD VEGETATION. DEAD VEGETATION PROPOSED REVETMENT GON5TRUCTION 15 PROPOSED FROM BARGE. -
_ SHALL BE GUT AT GRADE, LEAVE ROOTS BELOW GRADE. -
`SEX. DILAPIDATED FR. RETAINING MEAN HIGH HIGH WATER LINE EL. ±2.92' G. HAUL DEBRIS AWAY TO APPROVED UPLAND SITE. PROPOSED
top of bluff- \ yrs WALLS TO BE REMOVED
\ \ MEAN HIGH WATER LINE ® EL. ±2.63' BLUFF STABILIZATION, RENOURI SHMEN m '
--� -25 -10 EXISTING STAIR AND PLATFORM AND BEACH 66GE55 STAIR PLAN:
r`e ` TO DECK AND DEGK(5),SHALL FOR INFORMATION REGARDING: i C
BE REMOVED AND HAULED TO W ±g30LF5TONE REVETMENT N o I
AN APPROVED UPLAND SITE. n
-P FOR TYPICAL ELEVATION Q PROPOSED STONE REVETMENT,RE-VE6ETATION AND TERRACING
X41 EX.p (y5j BLUFF 40.16 � 0.65 p` SEE SECTION 'A', DWG. No.2 � REQ'MT5, SEE ELEVATION 'A',DWG N0.2
• 1.04 J
FADE TO REMAIN. 40.05 PROPOSED BLUFF STABILIZATION: PROPOSED BEACH AGGE55 STAIR DESIGN AND CONSTRUCTION REQ'MT5,
x top of bluff LAND NOW OR FORMERLY 6RADE,TERRACE,FILL AND RE-VEGETATE PER Q 2 IV SEE DWG NO3 -- -
40.75 OF THORN Q PROP05ED TOE OF BLUFF W
_ 40.38 r \ x40.10 I I a 7 TAX LOT 20.001 SECTION 'A'(5EE DWG No.2) .. �-
- _ -401 5EE BILL OF MATERIALS FOR AREA5 AND FILL N
40.12 40.18 •
-� GUANTITIE5(THI5 DWG) 1.65 1.83 APPROXIMATE EDGE OF O BILL OF MATERIAL:
x ° EXISTING WOOD DECK(±14'x±15') : : ..
39.ea \ 40.38 � o WASHED OUT AREA B � ' _ � •
gravel around \ ¢0� 40.19 41.07 SHALL BE REMOVED AND HAULED 2.36 0 r'r'1 ON SITE FILL ACQUIRED FROM PROPOSED WORK m
�Y� ERODED AREAS SHALL BE
Fire - pit ` \ TO AN APPROVED UPLAND SITE. eX bou FILLED AND GRADED TO QUANTITIES RESERVED FROM: lY�
wood 4.3q 3,�o\dersEXCAVATION FOR REVETMENT 0 B.O. BLUFF = ±26b GU.YD5 O
fence implanter COASTAL ER05ION HAZARD LINE �� THE LEVEL OF THE
X 39.31 A5 5GALED FROM COASTAL ER05ION 3.41 ADJACENT BLUFF FACE
'/ �g �0�. ❑ HAZARD AREA MAP PHOTO No.55-5'18-83 4.31 TOTAL ESTIMATED RESERVED ON SITE FILL = t266 GU.YDS � �
3g SHEET 10 OF 4q flO 4 3.01 (ATTAIN NATURAL GRADE) 1"
2.60 AREA: X71 SQ.FT. N
39.41 X 39.11 g 82 ` 4.14 PROPOSED REVETMENT PURCHASED FILL QUANTITIES: V >_
� lo.oa ' \\ v o c eX od• � .12 � LL/ iY�
38.48 X 38.45 38.32 ° sfor�e O Cent SHALL MEET PROP05ED TOE ARMOR TO WEST OF USE MATERIAL TO BE ACQUIRED FROM 'ON SITE' EXGAVATION FOR
- ON
3g 38.91 38.93 � 11.08 reve finent S �' � 2.30
EXISTING BULKHEAD RETURN ON ADJACENT PROPOSED REVETMENT,SUPPLEMENT WITH FILL PURCHASED AND O
5a 38 x38.21 �9 ❑ wood fence N.42 \ �' EASTERLY PROPERTY (SEE APPLICATION PLANS BY TRUCKED IN FROM AN APPROVED UPLAND SOURCE. �Tf� d-
boseme t deck \° 11.28 -� 5� OTHERS FOR ADJACENT PROPERTY) 21 m X X
3755 O I. ESTIMATED REQUIRED FILL=
X58 GU.YDS. Z IL
entrant 38.32 PROPOSED STONE REVETMENT: •'':.:.:.•..�:-• �w.• ..:.:.�• o � \ B ,.,� � Z
MTO MEET EXISTING ADJACENT STONE •. •: p O
38.96 38.35 37.44 drain ° "z. :. -"1� \ ex.roc 4 X
38 deck �8 37.85 REVETMENT LOCATED ON SUBJECT PROPERTY : .: ::. :.•: "W W W 5 BUFF AREA TO BE RE-NOURI5HED O
36.3 O e . cont.
10.9 ., \ •-,;,..�.•....:':'- •`-.• • �
APPROXIMATE EDGE OF WASHED OUT AREA 'A pile WITH APPROXIMATELY 1324 CU.YD5. OF GLEAN SANDY FILL NEEDED
31 �'? 3836 37.41 3737 w.3' ° ERODED AREAS SHALL BE FILLED AND GRADED W +fit, b� TO RESTORE BLUFFS SURFACE ELEVATION. USE RESERVED FILL FOR Lij d)
o
� d)
w __ y W W EXISTING METAL Q FRAME BULKHEAD INITIAL RE-NOUR15HMENT (±266 CU.YD5). ADDITIONAL FILL WILL BE E--1
A 2 Story 6.6 � 23.T 37.87 wa11 37.95 TO THE LEVEL OF THE ADJACENT BLUFF FACE � � .... S-
` Frame - 36.3q 36.38 (ATTAIN NATURAL GRADE), AREA: ±311 50.FT. _ W
37.30 w
W -20 TD REMAIN REQUIRED TO ATTAIN PROPOSED GRADES (APPROXIMATELY f5b
Residence wood Fence _ ..• CUl YD5). PURCHASED FILL MUST BE TRUCKED IN FROM AN APPROVED � _ I
w..:::_ UPLAND SOURCE. THIS PROPOSAL RESERVES THE RIGHT TO ACQUIRE
PROPOSED RE-VEGETATION: �-
37 gravel -� '�.:: :: : \
MATERIAL FOR THIS PURPOSE. ALL FILL USED SEAWARD OF TOP OF BLUFF lY�
garage PROVIDE PLANTINGS PER PLANTING SCHEDULE, . MUST BE CLEAN AND OF BEACH COMPATIBLE GRAIN SIZE TO EXISTING SAND
10.7' 43.0' SEE FILL, RE-VEGETATION AND TERRACING W W 3®, W _W� \
to of bluff W y W y \ FOUND ON SITE AND MUST BE PURCHASED FROM AN APPROVED UPLAND SITE.
bin 5EQUENGE OF EVENTS NOTES. PLANTING p
porch 3q,07 cn
P AG 23.7 SHALL OCCUR IN LOCATIONS OF DISTURBANCE
3 .33 " cont. 1 AND ON BARE BLUFF FACE 3 ~ '`` ` - 3 TO 5 TON ARMOR STONE _ ±396 TONS l _
vinyl fence �- x ❑ �cY .���. .� �.� �. .� _ STONE QUANTITIES: W F-
O W PROP05ED BEACH AGGE55 STAIR. ti
35.89 40.49 - W y W °� INCLUSIVE OF ENTRY STEPS (U ENTRY PLATFORM
PROPOSED TERRACING: = 40.39 ��W W W W w
36.34
x PROVIDE TERRACING PER TERRACING SCHEDULE, 50-100 LB5 GORE STONE _ ±123 GU.YDS
wood �' y W W (3) LANDIN65 AND (1) BASE PLATFORM ATOP OF NOTE: FILTER FABRIC A5 NEEDED ENGINEER:
walk �� x SEE TIMBER TERRACE RETAINING WALL AND 40.26 W�` W W W PROPOSED ARMOR STONE STEPS TO BEACH. SEE
x
PLANTING DETAIL, RE-VEGETATION AND TERRACING 41 A 40.40 •� .� W DWG No.3 FOR INFORMATION ,�� '�r
5EQUENGE OF EVENTS NOTES. TERRACING SHALL W W W PLANTING AREA:
,�P EY T. O
2 \ON BLUFF
TIE AND WOOD WALL(5) 40.16 PLANT BLUFF FACE WITH NATIVE VEGETATION, INCLUDING BUT NOT
x of NSW Y0�CITY OCCUR IN LOCATIONS OF DISTURBANCE AND ON � ON BLUFF FAGS TO REMAIN. 1 L 'A
gravel x BARE BLUFF FACE 40.38W 40.05
36.14 Driveway &SONG ISI ANn Firepi X O , top of bluff LIMITED TO BEACH GRA55 AND 5WITGH GRA55 APPROXIMATE tit
rX electric 800,212�G�g80 811 ex. ravel PROPOSED r�J// � BLUFF PLANTING = ±3,515 SQ.FT. _m `'
❑ 10' NON-TURF BUFFER ��x �J�7 n w
c LAND NOW OR o �� _40- 40.10 ` LAND NOW OR NOTE: THE AMOUNT OF RE-VEGETATION WILL BE LE55ENED BY THE 'ZN \'
36.20 www.di netn cli.com FORMERLY OF O� 40.18 FORMERLY OF THORN AREA OGGUPIED BY ESTABLISHED, STABLE EXISTING VEGETATION. 3
utility ,
3667 x x �yi pole x or SERPANOy 12 �., , \ 40.38 ex.
3533 g TAX LOT Il ` ` 39.88 X \40 X planter TAX LOT 20.001 O� �� 4 3 r ��
Z / \ www.call8ll.com
states) -
o / x ) TERRACING ON BLUFF FACE
41.01 15 REQUIRED FOR THE PURP05E OF STABILIZING 015TUR13ED 501L
' JEFFREY T. BUTLER, P.E.
� \ � wood � 0.19 ❑ AND TO
= ±3
By law, excavators and contractors working in the 3
-P wood wire fence �s five boroughs of New York City and Nassau and fence COASTAL EROSION HAZARD LINE X15 LIN.FT.
W X Suffolk Counties on Lon Island must contact X39.31 A5 SCALED FROM COASTAL ER05ION HAZARD 04
Long / AREA MAP PHOTO No.55-518-b3 SHEET 10 OF 4q NOTE:THE AMOUNT OF TERRACING WILL BE LE55ENED BY THE AREA J
ti DigNet, 1-800-272-4480 or 811,at least 48 hours 3y O Q
CD r1 but no more than 10 working days(excluding ° OCCUPIED BY STABLE 501L BELOW E5TABL15HED, EXISTING S
/ x C4 weekends and legal holidays)prior to beginning 39 39.11 \ VEGETATION.
X X 349,7 X 0 any mechanized digging or excavation work to 39.41 X �
ensure underground lines are marked. \
36.60 / x Excavators and contractors can also submit 38.48 X38.45 3832 ° Z O }-
/ locate requests online,through ITIC.If you do not 39 38.91 38.93 PROP05ED NORK SUMMARY:
currently use ITIC, please call 1-800-524-7603 DEMOLISH EXISTING STAIR TO BEACH. Q Z
0-4
38.21 9 ❑ wood fence
x for more information. , �a
-.35-- ' 38 X \' GON5TRUGT PROP05ED 4' WIDE x ±70' L6 BEACH AGGE55 O
wire fence ' basement deck ° STAIR FROM T.O. BLUFF TO B.O. BLUFF. I,,,� }
36.3° 1 /l For safety reasons, homeowners are strongly 31.55 CONSTRUCT ±q3 L.F. STONE REVETMENT
X { x / x encouraged to call as well when planning any entrance Z O
36.bq 34.19 X type of digging on their property.Homeowners 38.32 ° 5TABILIZE AND RENOUR15H SLOPE BY WAY OF GRADING, Q' Z O i K Q/
well X35-- 3 ql j can contact us direct) at 1-800-272-4480 or TERRACING, FILLING AND PLANTING. aJ I < (L
Y Y 38.35 31.44 drain ° O - W CL
fence an line
\ /^,h x calling 811,the national call before you dig 3g 37.85 C) Q Lf
number. For excavation work completed on aeck ��
personal property,it is the contractor's 36.3' I /=,C f�I t"�. > '3
87.^�X30» x responsibility--NOT the homeowner's-to contact 31.84' 2 Story
L lJL I`1L/ . < Q
N L W DigNet. Having utility lines marked priorto y - 3836 31.41 31.31
9 \ x digging is free of charge. 1g-3' ❑ PROPERTY LINE O 6-
De� + 99 9� 9 � Frame
EXISTING BUILDING Q LH Q
3• AG Residence 6.6' 23.7' 31.81 wa11 31.85
/V�033. 31.3011
garage 36.39 36.38 NOTED LAND LINES - - - - Q Q/ Q O m
aspnalr �93,g02� -" i1 NOTED WATER LINES - . . - . . - . . - . . - 0. 7- 0) -3 O t 11
curb drain �6 RR ties 36 \ EXISTING MAJOR CONTOUR Ip ^ ? O
3562 utility pole PROPOSED PARTIAL SITE PLAN EXI5TIN6 MINOR CONTOUR
X 31.35 osph0tt pouement '��
LL
-------------
X 36.96 OBJECT TO BE REMOVED --- Z O Z
Z
X 3681 37 T �' 51TE PLAN BASED ON O 0-4
~
t I5 7.5 O 15 30 bo - CIO PROP05ED STONE - 0 Z O <
ORIGINAL SURVEY BY: �/
0 x 3730 � GRAPHIC SCALE I - 15-O REVETMENT (- h•z•i
Uh to 4 .L JM LAND SURVEYING,JOHN MINTO L.S.
"' SHAPED STONE ®-f o 0 0 o v a v
/e � 3763 � g3 SMITHTOWN BOULEVARD BEACH AGGE55 STEPS STONE �
W 4 Ve 38.10 x 38 5MITHTOWN,N.Y. 11187
SURVEYED: JAN. b,201q ABOVE
p / O X 3824 EXI5TIN6 GRADE x 6.0 GRADE Q- P A G E
.� SURVEYOR'S NOTES: ,�
O I. MAP OF GHARDONNAY H0005 AT 50UTHOLD. FILED
el = ELEVATION
SITE PLAN - EX 1 STING CONDITION �, fQ SEPTEMBER 2a, Igag,FILE No.8822 W
O Z NOTES:
2'Yt I. ELEVATIONS 5HOWN HEREON REFER TO HAVE) Iq&b AREA OF D 1 STURBANCE: PHOTO KEY Q
EXI5TIN6 ELEVATIONS ARE SHOWN THUS: 50
20 10 0 20 40 60 80 R,20.�� EXI5TIN6 CONTOUR LINES ARE SHOWN THUS: 5 ±4,410 5Q.FT. z
GRAPHIC SCALE I" = 20'-O" O
±124.5'
10.0' WIDE
Dc I NON-TURF BUFFER BLUFF FACE LANDWARD OF PROPOSED STONE REVETMENT
I I SHALL BE 5TA13ILIZED BY GRADING, TERRACING, FILLING
z o I AND PLANTING W/APPROPRIATE NATIVE VEGETATION. _
LU
w I o �- AREA OF WORK APPROX.: 3,515 SQ.FT. R C `
:K
o _5 I �; ' z I t AT CONOLL61ON OF STAIR CONSTRUCTION AND REVETMENT of NSW Y012K CITY 800-212-4480 811
BEGIN RESTORATION EFFORTS. LIMIT y
& LONG 15LMP www.di nets cli.comorwww.call811.com
EX. DWELLING d pQ o ~ I EXI5TING WALL AT TOP INSTALLATION, g y NOV t 3 2019
to Q 18 O I OF BLUFF TO REMAIN RESTORATION TO BARE, ERODED AND DISTURBED q (tor otherstates)
Q I LOCATIONS ON THE BLUFF FACE, FOR AREAS OF WORK
By law,excavators and contractors working in the five For safety reasons,homeowners are strongly
X v =I I ` AND RESTORATION. SEE PARTIAL SITE PLAN, DW6 No.l so"11:110 Town
0A1 All 11.j boroughs of New York City and Nassau and Suffolk encouraged to call as well when planning any type
Counties on Long Island must contact DigNet, of digging on their property.Homeowners can E^3fU 0(ii unto gS
GULLIES SHALL BE FILLED AND GRADED 1-800-272-4480 or 811,at least 48 hours but no more than contact us directly at 1-800-272-4480 or by calling
10 working days(excluding weekends and legal holidays) 811,the national call before you dig number.For
� TO THE LEVEL OF ADJACENT BLUFF priorto beginning any mechanized digging or excavation excavation work completed on personal property,
a FACE. STABILIZE AND REINFORCE BY work to ensure underground lines are marked.Excavators it is the contractor's responsibility-NOT the
and contractors can also submit locate requests online, homeowners to contact DigNet.Having utility
TERRACING AND PLANTING W/ through ITIC.If you do not currently use MC,please call lines marked priorto digging is free of charge.
APPROPRIATE NATIVE VEGETATION. 1-800524-7603 for more information.
EL. 36.0' UNDISTURBED UNDISTURBED
501L SOIL
EL. 34.0' 0 0
N
EXISTING VEGETATION SHALL REMAIN IN PLACE, �
DELIBERATE CARE SHALL BE TAKEN NOT TO o
EL. 32.0' DISTURB ROOT BASE OF EXI5TIN6 PLANTINGS.
s
Civ
PROPOSED BEACH GRASS TO BE I �
_EL. 30-0 - - - - - - - - - - - - - - - - - - - - - - ; PLANTED AS INSTRUCTED IN
PLANTING SCHEDULE THI5 OW-5 w N
IUNDISTURBED
COMPACTION NOTES: EL. 28.o SOIL
SUB GRADE `' < IU
GENERAL TERRACING OTHER THAN AT TOE OF BLUFF �_; :,, I �3
EL. 26.0 PROP05ED SHRUB TO BE PLANTED F'
I. IN ORDER FOR THE PAVEMENT TO BE DURABLE,THE 5UB GRADE MUST BE PROPERLY SHALL BE INSTALL PER TERRACING SCHEDULE, .;;';;:.: �-
� AS AN ALTERNATE TO BEACH GRASS �g
PREPARED. THE GONTRAGTOR SHALL PREPARE THE SUB GRADE IN AGGORDANGE WITH _ _ _ _ _ _ _ _ _ _ _ _ _ 5EE TIMBER TERRACE RETAINING WALL AND WHERE CONDITIONS ALLOW. PLANT
THESE 5PEGIFIGATION5,U51N6 THE NEGE55ARY MEANS AND MATERIALS TO PROVIDE THE
EL. 24.0' PLANTING DETAIL' FOR CONSTRUCTION(THIS DWG) �., :.;. 3'-O" ON CENTER,SEE PLANTINGI TO
5PEGIFIED RE5ULT5. NOTHING IN THE FOLLOWING 51TUATION5 CAN BE FORESEEN.
50HEOULE AND DETAIL, T14I5 DWG = _
THEREFORE,NOTHING IN THE FOLLOWING SHALL RELIEVE THE CONTRACTOR OF THE
RESPONSIBILITY TO NOTIFY THE ENGINEER OF 5PEGIAL PROBLEMS,AND IN THE END,TO = :` `' Q I I z
PROVIDE A SOUND SUB GRADE. EL. 22.0'
2. USING 501L TEST DATA ::.:..,:.,. ERODED AREAS SHALL BE FILLED AND
A. AT ITS OPTION,THE ENGINEER MAY PROVIDE 501L TEST INFORMATION TO THE \;'; :. . ,;;;;•.: GRADED TO THE LEVEL OF THE ADJACENT
CONTRACTOR. IF PROVIDED,THE DATA WILL INCLUDE GLA551FIGATION OF THE 501E IN EL. 20.0 ByFF FACE (ATTAIN NATURAL GRADE) I
ACCORDANCE WITH THE UNIFIED 501E GLA551FIGATIIDN SYSTEM(ASTM 02481). THE
516NIFIGANGE OF THE DATA WILL BE INTERPRETED BY THE ENGINEER. <:;;: :;; ;.,.y;... •
B. SOILS DESIGNATED A5 HIGHLY EXPANSIVE (CHI,MHO,AND OH) MAY REQUIRE LIME EL. 18.0
STABILIZATION AND/OR SELECTIVE REPLACEMENT WITH SUITABLE SOILS. SUCH 5PEGIAL m
TREATMENT5 WILL BE DETAILED IN THE 51TE BID DOCUMENTS IF THE G05T 15 TO BE UNDISTURBED 155FROM
INGLUDED IN THE CONTRACTOR'S BASE BID. EL. 16.0'
501L EX. B.O. BLUFF
G.SOILS DE516NATED A5 HIGHLY ORGANIC (OH,OLD,AND PT) MAY REQUIRE 5ELEGTIVE
REPLACEMENT WITH SUITABLE 5011-5. THE NEED FOR AND THE EXTENT OF THI5 TREATMENT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 15.51 I W N
WILL BE DETAILED IN THE 51TE DOGUMENT5 IF THE COST 15 TO BE INGLUDED IN THE EXP05ED STONE 1=
CONTRAGTOR'S BASE BID. EL. 14.0 TERRACING 0 TOE OF BLUFF SHALL BE I . a QL m
D. THE GONTRAGTOR SHALL INSPECT THE SUB GRADE AND NOTIFY THE ENGINEER OF ANY ±10 O.G. MIN,SEE 'TIMBER TERRACE 13 `0
CONDITIONS REQUIRING 5PEGIAL CONSIDERATION NOT ADDRESSED IN THE 51TE BID RETAINING WALL AND PLANTING DETAIL' T.O. PROP. STONE REVETMENT 11-1
DOGUMENT5. THE EXTRA C.05T OF UNANTICIPATED REMOVAL WILL BE BASED ON THE UNIT EL. 12.0' FOR CONSTRUCTION(THI5 DWG) _ - - - ® APPROX. EL. ±12.0' - - - - - - - - - EL. 12.0' W
MXX
G05T5 PROVIDED WITH THE BASE BID. THE G05T OF UNANTICIPATED LIME 5TABILIZATION `_-' PROPOSED STONE REVETMENT LU <
; ZLL
OR OTHER SPECIAL TREATMENT WILL BE NECOTIATED. X
3-5 TON ARMOR STONE
EL. 10.0' - - - - - - - - - - - - - - - - - - - - - '� - - - - - - - = - - - - - - - - -EL. I0.0' O
(4 4.15 0 STONE, TYP) - - -
SUB GRADE PREPARATION + O
G O � BLUFF PROF I E
5EGT N L L
S -
I. THE GONTRAGTOR SHALL REMOVE ALL VEGETATION SURPLUS 501E DEMOLITION RUBBLE AND 5GALE: 1/4 = 1'-0" EL. 8.0' o,. '` `fl N O
PROPOSED PROP05ED STONE REVETMENT SHALL EL. 8.0
OTHER UNDESIRABLE MATERIALS. SUCH MATERIAL5 SHALL BE PROMPTLY HAULED FROM PROPOSED BEACH STAIR, 5EE DRAWING No.3 NOT ENCROACH ON EXISTING BEACH Q-
THE 51TE AND D15PO5ED OF IN AGGORDANGE WITH GOVERNING LAW5 AND CODES.THE PROPOSED REVETMENT, BLUFF STABILIZATION AND RENOURISHMENT (THIS DWG) STONE REVETMENT, ±q3 L.F. O O
CONTRACTOR SHALL SHAPE THE SUB GRADE IN AGcGORDANGE WITH THE GRADING PLAN, EL. 6.0' EL. 6.0' >-42
TAKING INTO AGGOUNT THE THIGKNE55 OF THE PAVING SYSTEM. THE TOLERANCE OF TH15 PROVIDE FILTER FABRIC A5 5POWN, - -- N
ROUGH GRADING SHALL BE WITHIN 1/2" HIGH TO I" LOW. DURING THI5 OPERATION THE _ - - - - EN0A5E CORE STONE ALL SIDES, USE
- - - - - - - - - - - - - -
CONTRACTOR SHALL NOTE ANY SOFT AREAS THAT BECOME APPARENT AFTER TRAFFIC BYEL. 4.0' U.5. FABRIG5, P/N U5250
CONSTRUCTION EQUIPMENT AND LOADED TRUGK5. 5UGH SOFT AREAS SHALL BE REPORTED
TO THE ENGINEER FOR DETERMINING THE METHOD OF TREATMENT REQUIRED, IF ANY. „ B.O. EXIST AND PROP. BLUFF _1
2. MAINTAINING DRY 51TE GONDITION5: PROP. 50-100 LB CORE STONE (10 TO 13 4.4 -1
EL. 2.0' ® APPROX. EL. ±6.0' Uj
F-
DURING PREPARATION OF THE 50 GRADE AND UNTIL THE PAVING 15 IN PLACE,THE CONTRACTOR RIP RAP) TO BE PLACED ON AND AROUND -; EL. 2.0' F--�
SHALL PROMPTLY TAKE REASONABLE MEA5URE5 TO OBTAIN AND TO MAINTAIN A DRY 51TE FILTER FABRIC TO PREVENT SCOURING. B.O. ARMOR STONE ® ±EL. 1.8'
GONDITION. SUCH MEA5URE5 SHALL INCLUDE PUMPING OF FREE 5URFACE WATER,MINOR - - UNDISTURBED -
HAND AND/OR MACHINE 5HAPING TO FACILITATE WATER REMOVAL,AND OTHER OPERATIONS EL. Off : ENG
� I
TO SPEED DRYING. - - - - - - - - - - - - - - - - - - - - - - 1-1 B.O. EXGAVATIDN - ±EL. 0.0' (�G OF E!ti Y
3. NATIVE 501L COMPACTION:
COHESIVE AND GOHE51ONLE55 NATIVE 501L SHALL BE COMPACTED TO q5% AND 100% OF THE APPROX. 14' (±I') PROPOSED TOE STONE FOR gP��rc- T. B `O,p�
OPTIMUM DEN5ITY,RESPECTIVELY,PRIOR TO PLACEMENT OF FILL.
4. FILL SELECTION AND COMPACTION:
CAPSTONE PROTECTION
THE M05T G05T EFFEGTIVE FILL MATERIAL FROM THE FOLLOWING SHALL BE USED: r- �'� w
-SAND-GRAVEL MIX(I5 TO 3% FINES< 0.02 MM AND GBR ) 11), 2 I
�'
-GRAVELY 501E (3 TO 6% FINES< 0.02 MM AND GBR> 8, 0)
-SANDY 5011-5(3 TO 6% FINES ( 0.02 MM AND GBR >8), � pA o� g
-51LTY GRAVELY 5'011-5(6 TO 10% FINES<0.02 MM AND GBR> 8), / RO SS1pNP
-51LTY SANDY 5011-5(6 TO 15% FINES<0.02 MM AND GBR> 8), FILL, RE-VEGETATION AND TERRAGINO 5GOPE OF WORK:
-CLAYEY GRAVEL 5011-5(OVER 20% FINES< 0.02 MM AND GBR> 5), JEFFREY T. BUTLER, P.E.
-CLAYEY SANDY 501L (OVER 20% FINES < 0.02 MM AND GBR> 5), 5EQUENGE OF EVENTS NOTES: EXISTING SHRUBS, STONE REVETMENT,
5. THE ENGINEER RESERVES THE RI6HT TO HAVE 501L TESTS PERFORMED TO CONFIRM THE 1. NO RE-VEGETATION OR TERRACING INSTALLATION 5HALL OCCINZ UNTIL / f TO REMAIN BLUFF RENOURISHMENT AND STAE3ILIZATION:
Ll
SUITABILITY OF ANY FILL MATERIAL. THE GONTRAGTOR SHALL 5PREAD AND COMPACT THE STAIRWAY CONSTRICTION 15 COMPLETE.
PLANTING SCHEDULE I. CONSTRUCT PROPOSED STONE REVETMENT ±q3 L.F. CONSTRICTION OF
O
FILL MATERIAL IN 6 INGH MAXIMUM LIFTS. EAGH LIFT 5HALL BE GOMPAGTED TO q5� OF A. FIRSTLY - INSTALL STAIRWAY EXISTING BLUFF FAGE \ _
THE OPTIMUM DENSITY. GOMPAGTION SHALL BE AGGOMPLI5HED AT NO LE55 THAN OPTIMUM B. SEGONDLY- INSTALL REVETMENT THE REVETMENT A5 FOLLOWS: . . E- [�
MOISTURE CONTENT UP TO 2% WETTER. OPTIMUM DENSITY AND OPTIMUM MOISTURE CONTENT G. THIRDLY - FILL,TERRACE AND PLANT t,;, f PROPOSED 6RA55 AREA (MIX OF AMMOPHILA BREVILIGULATA) BEACH GRA55 A. THE FIRST ROW OF ARMOR STONE WILL BE INSTALLED BELOW THE p
wr•. EXISTING GRADE ON A BED OF 50-100 LB GORE STONE ±1' IN DEPTH
SHALL BE A5 DETERMINED BY ASTM DI551. NO RUBBLE,TRASH,BOULDERS,OR OTHER L LARGE ERODED AREA'S: -y 4 , GULLIES LANDWARD OF TOE OF BLUFF 2-3 COLUMNS PER PLANTING HOLE 12 O.G MAX. WITH PANIGUM VIR6ATUM) Q }-
DEBRIS WILL BE ALLOWED A5 FILL MATERIAL IN ANY USAGE. ERODED AREAS MUST BE FILLED TO NATURAL GRADE PRIOR TO SHALL BE FILLED AND GRADED TO THE SWITCH 6RA55 AT 2'-0" O.G. 2 GAL. CONTAINER). (MIN) AND UNDERLAIN WITH FILTER CLOTH. THE ARMOR STONES WILL (IZ U_ }-
b. FOR UNSTABLE SOILS WITH LE55 THAN 250 P5F GOHE51ON OR ULTIMATE BEARING GAPAGITY INSTALLING TERRACING AND PLANTING $ i� x LEVEL OF ADJACENT BLUFF FACE, AND BE INSTALLED AT THE BASE OF THE EXISTING BLUFF, TWO STONES O n
�4 '
OF LE55 THAN 500 PSF,GEOTEXTILE FABRIC SHALL BE INSTALLED IN ALL UTILITY AND ii. AREAS W/ELEVATIONS AT OR NEAR NATURAL GRADE: "?' REINFORCE BY TERRACING AND DEEP AND ONE STONE HIGH AS DEPICTED IN 5EGTION 'A' (5HT 2).:�r •::=:x:,- PROPOSED NORTHERN BAYBERRY BUSH (MYRICA PENSYLVANICA) TO BE
PIPING TRENCHES AND TANKHOLE5 TO REDUCE MIGRATION OF FINE-GRAINED 501E AND PREP AREA,FILL, INSTALL TERRACING AND PLANT ,of >.y .. w Q 3 Q
;::. , � .� ;:�; PLANTING W/ APPROPRIATE NATIVE I PLANTED AT A MINIMUM 3 FOOT ON CENTER (3 GALLON CONTAINER). INCLUDING THE BED OF GORE STONE, THE BASE OF THE STRICTURE O O a]
SEPARATE 01551MILAR FILL MATERIALS. THE 6EOTEXTILE MATERIAL SHALL OVERLAP 2. NO FILL SHALL BE TAKEN FROM THE SURROUNDING BEACH OR BLUFF �, VEGETATION. AND/OR WILL EXTEND APPROXIMATELY ±b.0' BELOW THE GRADE 6 TOE OF }
't
ADJACENT 6EOTEXTILE MATERIAL BY A MINIMUM OF 12" A5 NECESSARY TO DOVER THE FSE ,f S PROPOSED BLUFF FACE PROPOSED BEACH R05E BUSH (ROSA VIRGINIANA) TO BE PLANTED AT B. THE SECOND ROW OF ARMOR STONE WILL BE INSTALLED TWO STONES v O
INTENDED AREA. GEOTEXTILE FABRIC SHALL BE 6TFI3OEX,TYPAR 3401,GTF150EX,OR 3. PROVIDE GLEAN SANDY FILL OBTAINED FROM EXCAVATION PREFORMED
TYPAR 3b01 A5 MARKETED BY EXXON CHEMICAL AT I-800-54-EXXON. DURING PREPARATION FOR REVETMENT INSTALLATION FOR THE � • , .�.y. A MINIMUM 3 FOOT ON CENTER (3 GALLON CONTAINER). DEEP AND ONE STONE HIGH ON TOP OF THE <SUB-GRADE BASE �i z O j D_\ ,, ,t,�,. OP SED BEACH 11-1 _
1. BAGKFILLING TANKHOLE5, ETC.: PURPOSE OF RESTORING BLUFFS SURFACE ELEV. TO NATURAL GRADE ,..;�: >, AND OR DESCRIBED IN ITEM A ABOVE. THE ARMOR STONE WILL BE PLACED W IL
�O BE PLANTED Q
BACKFILL FOR ANY EXISTING TANKHOLE5 514ALL MEET THE REQUIREMENTS OF THI5 5EGTION. (FOR QUANTITIES SEE BILL OF MATERIAL,5HT 1). "':;` s:a PROPOSED BEACH PLUM BUSH (PRUNU5 MARITIMA) TO BE PLANTED AT A AND SHAPED 50 THAT THE TOE OF THE SLOPE DOES NOT EXTEND (� �j I D <
LIKEWISE BAGKFILL FOR OTHER HOLES LEFT BY REMOVAL OF SWIMMING POOLS 4. GULLIES OR LOW POINTS WITHIN THE AREA OF WORK SHALL BE FILLED TERRACING. : �=� r. GTED IN / MINIMUM 3 FOOT ON CENTER (3 GALLON CONTAINER). SEAWARD OF THE EXI5TIN6 TOE OF BLUFF AND THE STRICTURE DOES LLI
} O
USE 2x2x4' LONG UNTREATED DOUGLAS FIR WOOD ".`S='��: .: P N NG�GHEDULE. NOT ENCROACH ON THE EXISTING BEACH. O
5A5EMENT5,ETC. 5HALL COMPLY WITH THI5 5EGTION ALSO. AND 6RADED TO THE LEVEL OF THE ADJACENT BLUFF FACE (THE >i:: ,, (SEE PLANTING DETAIL, THI5 DWG)
STAKES W/2xb DOUGLAS FIR PLANKS SECURED TO -:.`W<= .•� G. THE FINAL ROW OF ARMOR STONE WILL BE INSTALLED ONE STONE O
8. BAGKFILLING TRENCHES: NATURAL GRADE). �-
`�'' '� DEEP AND ONE STONE HIGH ON TOP OF THE PARTIALLY EXPOSED
BACKFILL FOR UTILITY TRENCHES SHALL BE WELL-GRADED,GLEAN,FRESHWATER SAND, 5. WORK WITHIN DESIGNATED AREA OF WORK, CONTRACTOR TO ATTEND TO STAKES (MIN 6'-0" OG). INSTALL TERRACING W O LW_ • O
FREE OF 51LT AND CLAY PARTIGLE5. BAGKFILLING SHALL OCCUR IMMEDIATELY AFTER THE DISTURBED, WASHED OUT AREAS WITH EXTRA CARE. PERPENDICULAR TO DOWNWARD SLOPE. SECURE ` BASE DE56RIBED IN 'ITEM B' ABOVE FOR A TOTAL HEIGHT OF
LINE OR CONDUIT 15 IN PLACE TO PREGLUDE CAVING OF THE TRENCH SIDES. PRIOR TO b. APPLY FILL FROM THE TOP OF BLUFF DOWNWARD. 2xb APPROXIMATELY ±6.0' ABOVE GRADE. THE BANK WILL BE GRADED PLANKS TO ADJACENT PLANKS ALONG PROPOSED NEW SHRUB/BUSH ( / cS� N
PER PLANTING SCHEDULE PRUNE I/8" OF LEAF AREA BUT Q
INSTALLATION OF THE LINE OR CONDUIT,A 4 INGH GU5HION OF SAND SHALL BE PROVIDED. 1. TO APPLY FILL: HORIZONTAL PLANE. ' " RETAIN NATURAL FORM AND THE ARMOR WILL BE SHAPED 50 THAT THE TOE OF THE SLOPE w Q _VO In
q. AREAS OUTSIDE THE PAVING SHALL BE FILLED AND COMPACTED A5 NEGE55ARY WITH 501L A. WORK HORIZONTALLY AGRO55 BLUFF FACE, LIMIT THE WORK AREA (SEE 5HT 3) MIN 3-OO.G. DOES NOT EXTEND 5EAWARD OF THE EXI5TIN6 TOE OF BLUFF ANDCL Z N
COMPLYING WITH THI5 SECTION. EXCEPT THE TOP b INGHE5 SHALL BE NATIVE TOP501L TO 3-4 FT OF VERTICAL SURFACE AREA AT A TIME. CONTRACTOR THE STRICTURE DOES NOT ENCROACH ON THE EXISTING BEACH. THE O O l�
TIMBER TERRAGE RETA�I NI NC HALL SPRAY WITH WILT-PROOFLL T
STONES AND BANK WILL AGAIN BE SHAPED,GRADED AND FILLED AS O O
SUITABLE FOR 6RA55. AREAS REQUIRING GUT SHALL AL50 BE PROVIDED WITH 6 INGHE5 SHALL APPLY FILL IN 12 LIFTS,TAMP BETWEEN LIFTS. ACCORDING TO MF6'5 INSTRUCTIONS NEEDED TO ENSURE A STABLE SLOPE FOR THE BLUFF FACE. a
OF NATIVE TOP501L FOR 6RA55. FIN15H GRADE FOR THESE AREAS SHALL BE I INGH 8. ONCE NATURAL GRADE 15 ACHIEVED WITHIN THE SMALL WORK AREA AND PLANTI NC DETAIL
BELOW TOP OF GURB. AREAS SHALL BE SLOPED TO, DRAIN AT A MAXIMUM OF 4:1 UNLE55 PLANT PROPOSED VEGETATION AND INSTALL TERRACING BEFORE IF FOLIAGE 15 PRESENT 111
D. REVETMENT STONES AT THE FOOT OF THE PROPOSED BEACH STAIR Q
OTHERWISE INDICATED ON THE 51TE OR GRADING PLAN. MOVING DOWN TO THE NEXT VERTICAL SURFACE AREA. NONE SHALL BE PLACED,SHAPED AND WORKED TO CREATE 'STONE STEPS' P N Q �
W
10. COMPACTION TESTING: q. ANY EXISTING VEGETATION SHALL REMAIN IN PLACE. DELIBERATE CARE GROUND LINE TO BE SAME AS AT FROM THE STAIR BASE PLATFORM TO GRADE AT THE BOTTOM OF Z
THE NURSERY BLUFF. a � CD
THE ENGINEER WILL ENGAGE AN INDEPENDENT TESTING LABORATORY TO PERFORM(U A SHALL BE TAKEN NOT TO DISTURB ROOT BASE OF EXISTING PLANTS. 2. ALL DISTURBEDND BARE AREAS OF THE BLUFF FACE FROM TOP OF
Az O <
STANDARD PROCTOR TEST(A5TM 01551) ON THE FILL MATERIAL (OR NATIVE 501L PROCTOR 10. ANY DEAD VEGETATION SHALL 13E GUT® GRADE AND REMOVED FROM - RR,4G I NG SCHEDULE ESTABLISHED VEGETATION BLUFF TO TOE A BLUFF WILL BE PLANTED WITH APPROVED NATIVE O
TEST(ASTM 0I551) ON THE FILL MATERIAL (OR NATIVE SOIL IF NO FILL IS USED) AT LEAST BLUFF FACE. OR MEANS OF STABILIZATION v
12 HOURS BEFORE THE CONTRACTOR INITIATES COMPACTION AND (2) A NUCLEAR DEN5ITY NOTE: LEAVE ROOTS INTACT BELOW GRADE. TERRACE OPE ACCORDING TO SDH. BELOW: 18" MIN. FOR PLANTS VEGETATION. SEE PLANTING 5GHEOULE AND DETAIL (THIS DWG) FOR
(PLANTED 6RA55E5 AND/OR TERRACING) APPROVED PLANTINGS AND PLANTING IN5TRIGTION5. THE PLANTING
GAUGE (A5TM D2g22 AND A5TM 03011) OR SAND GONE (A5TM 01556) TEST AT A MINIMUM II. ANY UPROOTED TREES, ETC. SHALL BE REMOVED FROM BLUFF FACE. UP TO 4' HIGH, 20" MIN. . .. {,:.
OF THREE RANDOMLY SELECTED LOCATIONS TO MEASURE THE DEGREE OF COMPACTION OF 12. 5EE PLANTING SCHEDULE, TYPICAL SHRUB PLANTING DETAIL, .;;:1. ;:... . WILL BE MAINTAINED UNTIL THE VEGETATION IS SUCCESSFULLY
'TERRACING SCHEDULE' AND 'TIMBER TERRACE RETAINING WALL AND SLOPES OF 1:3 SLOPES OF 1:2 SLOPES OF I:I OR GREATER FOR PLANTS OVER 4'h REMOVE BURLAP FROM TOP OF E5TABL15HED (MONITORED OVER 3 GROWING SEASONS).
THE SURFACE 5U56RADE. IF THE RE5ULT5 FROM THI5 TEST FOR THE FILL OR NATIVE 501E TERRAGIN6 TO BE INSTALLED AT b MIN BALL P A O E :
PLANTING DETAIL',THI5 DW6. TERRACING TO BE INSTALLED AT TERRACING TO BE INSTALLED AT `' 3. ALL DISTURBED AND BARE AREAS OF THE BLUFF FACE FROM TOP OF
DO NOT MEET OR EXCEED THE DEGREE OF COMPACTION SPECIFIED IN THI5 SECTION,THEVOL.b O
13. CONTINUE PROCEDURE UNTIL PROP05ED AREA OF WORK 15 COMPLETED. GSPACING
Y O.G.5PAGIN6 I'O.G.SPAGI% BLUFF TO 10' LANDWARD OF REVETMENT WILL BE TERRACED PER
G05T OF TESTING WILL BE DEDUCTED FROM THE CONTRACT AMOUNT,AND THE TESTING(2) BAGKFILL WITH TOP501L 4 PEAT- MOSS TERRACING SCHEDULE AND DETAIL (THIS DWG).
1
WILL BE REPEATED. NOTE: 3:1 RATIO BY VOLUME IN q' 4. SEE DRAWING No.l FOR REQUIRED MATERIALS AND QUANTITIES
11. THE CONTRACTOR MUST REMOVE THE EXISTING SANITARY SYSTEM IN ACCORDANCE WITH THE 1 1 LAYER5-WATER EACH LAYER UNTIL
STANDARDS OF THE 5.GD.H.5. CONTRACTOR 15 RESPONSIBLE FOR ALL INSPECTIONS AND ALL PLANTED VEGETATION WILL REQUIRE ry LTIGAL SHRUB SETTLED. DO NOT TAMP
516N-OFF OF SAME PLANTING DETAIL NY50EG APPLICATION No. 2
12. CONTRACTOR 15 RE5PON51BLE FOR HAVING THE PROPANE TANK PUMPED OUT AND MONITORING OVER 3 GROWING SEASONS. 3 2 1 NTS 6' FOR PLANTS UP TO 4' HIGH 8"
CERTIFIED A5 EMPTY PRIOR TO RELOCATION. FOR PLANTS OVER 4' HIGH
of 5
FIBERGLA55 GRATE BENCH BY
GENERAL NOTE5 BEAGH AGGE55 5TAIR5 -
MGNIGHOLS 1-8TI-884-4653 I. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS TO THE SITE PRIOR TO STARTING OF PROPOSED 5GOPE OF HORK:
%"xb" TOP RAIL (wwwmcnichols.com) OR TREX WORK AND HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK REVETMENT, SEE DWG No.2
13ENGH AT LOCATIONS NOTED ON BEACH AGREE WITH SAME. FOR ADDITIONAL INFO. I. CONSTRUCT A ±l0' L6 SET OF STAIRS, INCLUDING(1) 4'Wx±4' L6 ENTRY
STAIR PLAN (THIS DWG) 2. ALL WORK SHALL CONFORM TO THE NEW YORK STATE RESIDENTIAL CODE (IRC 2015) AND ALL STAIR,(1) 10'x10' ENTRY PLATFORM,(1) 4'Wx±2O' LG STAIR,(1) 4'x8'
RULES AND RE6ULATION5 OF THE TOWN OF SOUTHOLD, PER 'BEACH ACCESS STAIRS - SCOPE OF PLATFORM IN BENCH, 4'Wx±10' LG STAIR,(I) 4'x5' PLATFORM,(1) 4'x15' LG
TREADS AND PLATFORMS TO BE CL05E WORK', AND INFORMATION PROVIDED (THIS DWG) AND ALL RULES AND RE6ULATION5 OF THE TOWN PROP05ED STAIR,(1) 5'xb' PLATFORM, 4'Wx±4' LG STAIR,(1) 4'Wx4' BASE LANDING AND
f
MESH BAR GRATING BY McNIGHOLS OF 50UfHOLD. ARMOR STONE STEPS TO BEACH ARMOR STONE STEPS TO BEACH.
2"x4" CGA MID RAIL I-STf-B84-4653 (wwwmcnlchols.com) 3. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH THAT AS A. MATERIALS TO BE USED (STAIR,UD N):
INDICATED ON THESE PLANS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ENGINEER. \ 1. 2x12 STRINGERS
SHOULD HE FAIL TO FOLLOW THI5 PROCEDURE, AND CONTINUE WITH THE WORK, HE SHALL ASSUME 2. 2x10 TREADS
ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. 3. 2x4 CLEATS
USE: 4. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO INTO EXISTING SLOPE. 4. 4x6 POSTS ~
5TAINLE55 STEEL 2"xb" GGA ® Ib" O.G. 5. ALL FOOTIN66 SHALL BEAR ON UNDI5TURBED 501L WITH A MINIMUM SOIL PRE59JRE OF 2 TONS 5. 2x6 TOP RAIL
`�
' �' r, (I) 4.0'x4.0' b. 2x4 MID RAIL
6-0 OF COVER
HURRICANE CLIPS TYP. PER SQ.FT. AND SHALL HAVE A MINIMUM OF L J LJ
AT ALL CONNECTIONS b. DE516N TIMBER 5TRE55 - DOUGLA5 FIR , NO. 2 GRADE FB = 825 P51,E = 1,200000 P51. BASE LANDING B. MATERIALS TO BE USED (PLATFORMS,U.O.N�: :?�- i
1. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. THE I. 2x6 FLOOR JOISTS ti
IT
ENGINEER HAS NOT BEEN RETAINED FOR ON 51TE INSPECTIONS AND/OR OBSERVATIONS OF THE O 2. 2x6 DECKING ;r
BEACH GRASS CONSTRUCTION. 2. ALL HARDWARE TO BE GALVANIZED.
_i
PLANTINGS(TYPICAL) 8. ALL METAL J015T HANGERS AND OTHER METAL CONNECTORS REQUIRED SHALL BE "TECO J L� 3. ALL LUMBER TO BE GGA OR SIMILAR U.O.N. ' y G'
5/4"x6" TOP RAIL " r, 4. 5EE FILL,RE-VEGETATION AND TERRACING SEQUENCE OF EVENTS NOTES a
CONNECTORS AND OF 5TAINLE55 STEEL MATERIAL OR EQUAL AND SHALL BE CAPABLE OF �
HANDLING LOADS 0 CONNECTION POINTS. INSTALLATIONS SHALL BE IN STRICT CONFORMANCE (SEE DW6 Not) z
WITH MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS.
2x12 GGA q. ALL HARDWARE SHALL BE GALVANIZED, U.O.N. `r o r
+� L_.- -
5TRIN6ER5 10. ALL LUMBER SHALL BE CGA NON). USE (4) bxb WD PILES® `�
2'x4" GGA MID RAIL 11. ALL P05T AND DECK HARDWARE SHALL BE STAINLE55 STEEL. IN ACCORDANCE WITH A5TM AI53. PLATFORM5/LANDING5 NYS BU I LD I NC CODE ` -
12. HANDRAILS,TREADS AND PLATFORM SURFACES TO BE BUILT WITH MATERIAL SPECIFIED IN BUILT OVER REVETMENT SECTION RR314
STAIR 'CONSTRUCTION DETAIL', TH15 DWG. LJ LJ 5TAIRWAY5
±7'-O' O.G. 13. NO DEBRIS SHALL BE PERMITTED TO FALL INTO NEIGHBORING PROPERTIES OR SEAWARD OF
PROPOSED BULKHEAD (I) 5.0'x6.0' SECTION RR3145.5EGTION RR3142 TREADS AND R15ER5. THE MAXIMUM R15ER HEIGHT
14. SEE DEMOLITION AND COMPACTION(DWG No.2) NOTES PRIOR TO COMMENCEMENT OF WORK. LANDING
2'xb' GGA ® 16" O.G. SHALL BE 8-1/4 INGHE5(20q MM) AND THE MINIMUM TREAD DEPTH SHALL BE q INCHES
' 15. THERE ARE NO VEGETATED TIDAL WETLANDS ON THE SITE. (22q MM). THE R15ER HEIGHT SHALL BE MEASURED VERTICALLY BETWEEN LEADING
2 - 2"X10" GGA E06E5 OF THE ADJACENT TREADS. THE TREAD DEPTH SHALL BE MEASURED
I I 61RDER(TYP) LJ HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREM05T PROJECTION OF
P0515 TO EXTEND 6-0" ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. THE
BELOW UNDISTURBED 501L I ( �� WALKING SURFACE OF TREADS AND LANDINGS OF A STAIRWAY SHALL BE SLOPED NO
Z (MINIMUM) Sc"I STEEPER THAN ONE UNIT VERTICAL IN 48 UNITS HORIZONTAL (2-PERCENT SLOPE). THE
I10GREATEST R15ER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE
�U `- 5MALLE5T BY MORE THAN 3/8 INCH N3 MM). THE GREATEST TREAD DEPTH WITHIN
P�osrs (TYP) �. Io' WIDE NON-TURF BUFFER o �
ANY FLIGHT OF 5TAIR5 5HALL NOT EXCEED THE 5MALLE5T BY MORE THAN 3/8 INCH
oR5 MM).
rn D_
LJ I I I I Z ±4q' (1) 4.0'x5.0' SECTION RR315
I II o
O, HANDRAILS
PLATFORM
z (1) 4.0'x8.0' 5EGTION RR315.1 HANDRAIL5. HANDRAILS HAVING MINIMUM AND MAXIMUM HEI6HT5 OF •
CONSTRUCTION DETAIL I I I I I � PLATFORM 1^V BENCH 34 VERTGHALLY FROM E5 AND 5& INCHES
THE NOSING OF THE TREADS,)SH� BETPROVIDED ON AT LEAST � m
NOT TO 5GALE I I I (Y)
ONE SIDE OF STAIRWAYS. ALL REQUIRED HANDRAILS SHALL BE CONTINUOUS THE FULL p
U I I R I o A� LENGTH OF THE STAIRS WITH TWO OR MORE R15ER5 FROM A POINT DIRECTLY ABOVE a j
m PROP05ED 10'x10' WD :20' - THE TOP RISER OF A FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST R15ER OF t-
70
7' ACCE55 PLATFORM THE FLIGHT.ENDS 5HALL BE RETURNED OR SHALL TERMINATE IN NEWEL P05T5 OR N
AREA: ±100 50.FT. k�ORT( �'►N� SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF i-;
t4'
NOT LE55 THAN 15 INGHE5(38 MM) BETWEEN THE WALL AND THE HANDRAIL. � � m
pQZ
SECTION RR3152 HANDRAIL GRIP SIZE. ALL REQUIRED HANDRAILS 5HALL BE OF ONE
OF THE FOLLOWING TYPE5 OR PROVIDE EQUIVALENT GRA5PABILITY. W 3
I
TYPE I. HANDRAILS WITH A CIRCULAR GRO55 SECTION SHALL HAVE AN OUT5IDE F-4 X Z H-
DIAMETER OF AT LEAST 1-1/4 INCHES(32 MM) AND NOT GREATER THAN 2 INCHES (51 �D p
MM). IF THE HANDRAIL 15 NOT CIRCULAR IT 5HALL HAVE A PERIMETER DIMEN51ON
I PROPOSED 10'x10' WD ° BEA�GH A�GGE55 5TA I R PLAN OF AT LEAST 4 INCHES(102 MM) AND NOT GREATER THAN 6-1/4 INCHES(160 MM) � � < q)
5GALE: N.T.5. WITH A MAXIMUM CRO55 SECTION DIMENSION OF 2-1/4 INCHES(5?MM). Q Z
ACCESS PLATFORM TO W A
+4,
I p o STAIR AT TOP OF BLUFF N
o AREA: 1100 SQ.FT.
PROVIDE TYPE 11. NDRAIL5 WITH A PERIMETER GREATER THAN 6-1/4 INCHES(160 MM) SHALL tS�
I o I A GRASPABLE FINGER REGE55 AREA ON BOTH 51DE5 OF THE PROFILE. = O
ITHE FINGER REGE-55 SHALL BEGIN WITHIN A 015TANGE OF 3/4 INCH(Iq MM)MEASURED 111 N
Z . W PROPOSED 4' WIDE ENTRY STAIR VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH m
O T � W/RAILING TO CODE (BEYOND)
LU 12, S °- OF AT LEAST 5/16 INCH(8 MM) WITHIN l/8 INCH BELOW THE WIDE5T PORTION OF THE
PROFILE. THI5 REQUIRED DEPTH 5HALL CONTINUE FOR AT LEAST 3/8 INCH (10 MM)
UJ
_ o �� TO A LEVEL THAT 15 NOT LE55 THAN 1-3/4 INCHES(45 MM) BELOW THE TALLEST
-a 4' WIDE STAIR(TYPICAL)
Np I o 10.4' PORTION OF THE PROFILE. THE MINIMUM WIDTH OF THE HANDRAIL ABOVE THE W
< REGE55 SHALL BE 1-1/4 INGHE5(32 MM) TO A MAXIMUM OF 2-3/4 INCHES (70 MM).
Q
Ex. DWELLING O N � � SEE 'CONSTRUCTION DETAIL' FOR EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH(0.25 MM).
v � � PROPOSED HOOD STAIR TO BEACH:
APPROX. 4'W x ADDITIONAL INFORMATION AND ENGINEER:
EL. 40.0' PROPOSED LOCAATITIONN.. SEE DWG Nall FOR DIMENSIONAL REQUIREMENTS. (THI5 DWG)
�
' A�OF Y
PROPOSED STAIR LANDIN6/PLATFORM(S): T e ,p
FOR LANDING/PLATFORM(5) LOCATED OVER PROPOSED
EL. 38.0' 10.0' WIDE PROPOSED STAIRS AND HANDRAIL C
NON-TURF BUFFER TO CODE - SEE NOTES,THI5 SHEET STONE REVETMENT SHALL BE PLACED APPROX. 3'
EL. 36.0' LU LANDWARD OF THE BOTTOM OF SLOPE n „_
z. PROP05ED
USE:
p z 4'x8' WD. PLATFORM W/ (4) 6"xb" GGA POSTS W/(2) 2"x10" GGA GIRDERS, ZtA
EL. 34.0' - - - - - - - - - - - - - - - - - - U � U - - - - - - - - - - - - BENCH(FOREGROUND) 2'x8" GGA JOISTS ® 16' O.G. SOA 0,7'
SKEWED,PARALLEL TO FIN15H DECKING PER CONSTRUCTION DETAIL
yG� PROPERTY LINE U5ERO�ESS�n�
2xb-_015T_5_,5/#x 6-DECKim4 W SSKEWED, wz JEFFREY T. BUTLER, P.E.
EL. 32.0' (SEE GENERAL NOTES,NOA AND 101 \ I
PARALLEL TO
PROPERTY LINE ?' wz . . ()
EL. 30.0' cY O
- - - - - - - - - - - - - - - - 2x1OTREAD5, 2x12STRINGERS,
-
4x6 PO5T5, 2x4 CLEATS `' ' ` °
EL. 28.0'
2x6 TOP RAIL, AND 2x4 MID RAIL �'+ T.O.WOOD LANDING @ ELEV.
Q O LSA
EL. 26.0' SLOPE LANDWARD OF STONE REVETMENT I Q z
SHALL BE 5TA13ILIZED BY 6RADIN6, ; <;;<:':, w
TERRACING,FILLING AND PLANTING A5 + C/� p m W
- - - - - - - - - - - - - - - NOTED IN PARTIAL 51TE PLAN, DW6 No.l. - - - - - PROPOSED I Z }
EL. 24.0 SEE DWG Not FOR RESTORATION AND 4'x5' WD. LANDING
RE-NOURISHMENT REQUIREMENTSI Z (Y SKEWED, PARALLEL TO PROPERTY LINE I w Z p i < CL PROPOSED ll l
EL. 22.0' 1/ 4'W STAIR(BEYOND) - T.O.WOOD LANDING 9 ELEV. 122.1' U Q � I
SKEWED, PARALLEL ,
U Uj I <
RE-VEGETATE 015TURBED AREAS I TO PROPERTY LINEA O Qr' Uj } O
EL. 20.0'- AT CONCLL15ION OF STAIR CON5T., I I PROPOSED I Z W p
- - - - - - - SEE PLANTING SCHEDULE. - - - - - - - - - - 5'xb' NO. LANDING,(BEYOND) QI) :< -
PARALLEL TO PROPOSED REVETMENT U p LW p
EL. 18.0' � ? I -4, � LY }
13EYOND I I W 00 V p M
www.dignetnycli.com EL. 16.0' I I / :3' - T.O.WOOD LANDING® ECFV. 11bB' _ O O p m
I
or
Li 1
STAIR POST AT REVETMENT:
^Of 0YO��� www.call8ll.com STAIR AND REVETMENT CONTRACTOR SHALL I I "' PROPOSED 4'x4' WD. BASE LANDING Q N p
&SONG I�,ANn (for other states) - - - - - - - - - COORDINATE REGARDING STAIR POST LOG. - - -� - -I 1-�'.:.':: _ (BEYOND), LOG. PARALLEL TO I '
EL. 14.0' PRIOR TO ARMOR STONE INSTALLATION. (BEYOND) �' I PROP05ED REVETMENT ATOP OF
PROPOSED ARMOR STONE STEPS . I T.O. PROP. V
800-212-4480 811 _ _ _ _ _ _ _ W a, z w
STONE REVETMENT 0
EL. 12.0' r T.O.WDOD BASE PLTFRM® ECFV. 112.1 ® APPROX. EL. :02.0' EL. 12.0' p
By law, excavators and contractors working in the For safety reasons,homeowners are strongly ,- ` PROPOSED REVETMENT 5TONE5 AT AND Z a
five boroughs of New York City and Nassau and encouraged to call as well when planning any " " AROUND BEACH ACCESS STAIRS. PLACE,
EL. 10.0 / EL. 10.0'
Suffolk Counties on Long Island must contact type of digging on their property.Homeowners - - - - - - - - - - - - - - - - - - - -✓ , ;,:;�.:.. .:-.,..... SHAPE AND WORK ARMOR STONE TO - - - - - - - - - -
DigNet, 1-800-272-4480 or 811,at least 48 hours can contact us directly at 1-800-272-4480 or by x I CREATE 'STONE STEPS. LAY 5TONE5 FROM
but no more than 10 working days(excluding calling 811,the national call before you dig REVETMENT STAIR BASE PLATFORM TO GRADE AT
weekends and legal holidays)prior to beginning number. For excavation work completed on EL. 8.0' SHOWN BEYOND _.y;,,ham m SLOPE(EZ. ±4b'). SHAPE SURROUNDING EL. 8.0'
any mechanized digging or excavation workto personal property, it is the contractors SECTION 'B' ' PAOE :
STONE STEPS : w
ensure underground lines are marked. responsibility--NOT the homeowners-to contact i :s, '- ( STONE TO HELP GUARD BEACH STAIR
Excavators and contractors can also submit DigNet. Having utility lines marked priorto PROP05ED BE66H 5TA I R PROFILE EL. 6.0' �F. ,,. ;,4 .„.�! STRUCTURE FROM HAVE ACTION.
locate requests online,through ITIC.Ifyou do not digging is free of charge. ±55 EL. 6.0'
currently use]TIC, please call 1-800-524-7603 SCALE: N.T.S.
t•''" `Ybi .I
for more information. - - - - - - - - - - - - - - EX. EPROP B.O.BLUFF® EL. 14.6' - - - - - - - - - - -
EL. 4.0' I• - - - - - - - -
EL. 4.0'
y� �• �4 l Y f�F M OX.DIST.TO M.H NIL. = 1125'
of 5