HomeMy WebLinkAboutExisting Conditions Plans 4.2.1992'
MANUEL BASTOS ALBERT BENVENUTI FRANK R. LANZILLI JOHN R. SABIA JAMES MI TCHELL
FL ORINDA BA S TOS (z JUDITH R. LANZILLI WOOD TIE HELENE 0. SABIA
POR 77ON PORTION RETAINING
LOT JJ LOT 42 LOT 4J
LOT J2 STONE
LOT 34 LOT 35 LOT J6 LOT 37 LOT 38 RETAINING L 0 CONCRETE BLOCK rz C RIM EL. =63.48 SUBJECT
I MAP No. 26501 W.C.L,R. WALL WOOD TIE RETAINING WALL T- EXPRESSNA Y 11PARCEL
T 41 CONCRETE
T 40 RETAINING WIN STOCKADE --j PLA TFORM --�INV. EL.=74.42(E-710P)
ROW OF 16 PINES ROW OF 8- CEDARS LO WALL FENCE INV. EL.=71.31(E-BOT.)
201M - 10'TREE RETAINING
12'M WALL
Ile
ASPHALT CURB 1� (14�
TH R1
= = AN 7= 10' NOE n
STOCKADE C8 12" RCP EA SEMEN T
FENCE BENCHMARK S TREE T
18" 4, BOX CUL VERT
ELEV= 89.64
ZONF- WS 28-0 of DATUM: ASSUMED
MERIDIAN Of- RE -CORD
8"Al 6" PIPE
RI EL
INV EL,=86,91
CONCRETE
RETAINING
ALL
181wu 95
SSMH
RIM EL.=9Z29
11011, on an assumed datum.
2. Topographic information,
HIGHWEIV PIPE
site features were
developed f rom an actual
A VENUE it, 1416C SSAIH I, CHAIN
95 LINK field survey of the
R1MEL.=9ZJ7 FfNCE property performed by
"LEFT TURN'
SIGN
The information given on
this plan in respect to
BLOCK BUILDING
3.
CINOE
100---, the location o f
1214� T subsurface structures and
100 � I utilities indicates only
it Q -
that the structures exist
and no responsibility is
it assumed by the engineer
tl� or surveyor for the
it
accuracy of the locations
G. shown.
00 LQ
if If 4. After a careful physical
CI in
20 spection of the parcel,
it is apparent that
regulated inland wetlands
do not exist on this
—100 LQ site.
121014 C) OIL
6 FILLER
STOCKADE -
FENCE
WNr
;,(STEEL POSTS (500 GAL.
CONC- nLLED) TREE LEGEND:
18
6,, BLACK CHERRY
[I it 'PLANTER
05 105 LL1 S SPRUCE
18
W WILLOW
CONCRETE
RETAINING
WALL
00
ti
13
if IO`HE
11 11 it REIAINING W,
STUB If V
RIM EL.=10Z84 41
SSUH If/ JI
CONCRETE
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11
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PLANTER LIN If
lor
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LT CURB
STREET 10"M- WOOD ELECTRIC
SIGN SIGN BOX L=22.72 SIGA(
—282-22 Zi000l "'k
-172
GG
f? ANDREA, INC
BENCHMARK V.
TH TRE E T
RIDVV.. WG ROCCO
SO. CUT IN CURB WG WG LAND PLANNERS
ELEV= 114.61 WG �G ENGINEERS
DATUM: ASSUMED 1;4,4 P.O. BOX 292 SURVEYORS 6 NEIL LANE
1141- 14. SSMH RIVERSIDE, CT 06878 TEL. 637-1779
T RETAINING
40 AL
07
L. =8 5. 1:
EL
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GR. EL.=111 PROJECT
IN V. EL.=107.920N) CONCRETE CURB n CSSAM
==- RIM EL.=102.62 RIDGE STREET
BENCHMARK 2 4-2-92 ZONE REVISION
AREA 105,4220' 2.42016 ACRES WG SO. CUT IN CURB 1 3-12-92 ZO!VE REVISION
RIM EL.=110,08
BENCHMARK, "'UTH RID^` STREET
ELEV= 110.22
Z— DATUM: ASSUMED REV R BR 0 OK* NEW YORK
ELEV= 114.8) 1 INCH 20 FEET DA TE DESCRIPROAt
LAND LIES IN "Cl—P" ZONE
OA TUM: ASSOVED SCALE
0 0111111119
COUNTY BLOCK No. 5616 -9,1� 4-2-92 OF6
ROCCO V D "ANDREA INC.
�T-POLE 20 0 20 EXIS TIN G% CONDI TIONS
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NOTES:
1. Elevations shown are
based on an assumed
datum.
2. The information given on
this plan in respect to
the location of
subsurface structures and
utilities indicates only
that the structures exist
and no responsibility is
assumed by the engineer
or surveyor for the
accuracy of the locations
shown.
3. Water shall continue to
be supplied by the local
water company from
existing service mains.
4. Prior to any excavation
the applicant or his
contractor shall contact
"Call Before You Dig
Inc." at 1-800-248-2828,
48 hours in advance of
construction for mark out
of underground utilities.
5. All construction shall be
inspected by a
professional engineer
prior to backfill and as
the work progresses.
6. All construction shall
comply with Village of
16. Signs shall be posted
where appropriate to
provide and maintain
acceptable driveway
widths, and to safeguard
pedestrian and vehicular
traffic.
17. Roof drains shall be
connected to the storm
drain system.
18. All new drainage and
sewer conduits shall have
2.5' minimum cover or be
encased in concrete.
19. All reinforced concrete
.pipe shall be Class IV.
20. Rocco V. D'Andrea, Inc.
with the approval of the
Village of Rye Brook
Engineer, may direct a
change in the location of
the drainage structures
to meet field conditions.
21. Where unsuitable
foundation is encountered
during construction of
storm or sanitary sewers,
the contractor shall
remove the unsuitable
32. The contractor shall
provide all equipment,
tools, labor and
materials necessary to
satisfactorily clean and
remove all visible
obstructions, dirt, sand,
sludge, roots, gravel,
stones, etc., from the
designated sewers and
manholes.
33. Existing inverts on storm
drains and sanitary
sewers shall be field,
verified where
appropriate, before
commencing construction.
34. Signs indicating
prohibition against
parking in fire lanes
shall be in accordance
with the provisions of
the applicable Village
laws after consultation
with the Village Engineer
and the Fire Marshall.
35. Drain inlet frame and
grate shall be equal to
Pattern No. 1401A as
manufactured by the
Campbell Foundry Co.,
Harrison, NJ.
I401A
Rye Brook standards and
material and replace it
36. Precast concrete cone
shall be precast concrete
specifications.
with other material
sections shall be
"standard recommendation
units as manufactured by
approved by the
eccentric. Flat slab
conflict through or above
practice for underground
supervising Engineer.
tops shall have eccentric
Jm
ow
SHOPPING CEN TER
this parcel shall be
22. Gravity sanitary sewer
openings. Eccentric cone
sections shall be used
WC
7. Certification to the
relocated as directed by
thermoplastic sewer pipe
equal.
satisfaction of the
PVC pipe shall conform to
when the vertical
(P.V.C.)".
Village Engineer,
ASTM D 3034 "Standard
distance between the
company.
including submission of
specification for type
manhole frame and top of
an as -built plan, is
PSM poly viny', chloride
the highest pipe is six
required by a registered
(PVC) sewer pipe and
(6) feet or greater,
be coated with two (2)
professional engineer
fittings", or approved
otherwise flat slab tops
25. Driveway pavement shall
that construction is
equal and shall be SDR
shall be used. Aluminum
reconstructed in
substantially in
35.
manhole steps (drop -front
accordance with these
concrete in accordance
type) shall be provided
plans.
23. All PVC sewer lines and
in all manholes at
4;E
laterals shall be
12 -inch intervals. Each
10 0 v E z;> ze_x r
8. All new utilities
properly plugged and air
step shall be capable of
including CATV, electric,
tested in accordance with
supporting a minimum load
IAI�5-
telephone and gas shall
Uni-Bell Plastic Pipe
Association, "Recommended
of 1,000 pounds. Wall
"O-ring"
7-A L
be installed underground.
joints shall be
Practice for Low -Pressure
Air Testing
rubber gasket type with
9. The Engineer of the
of Installed
interior and the exterior
Village of Rye Brook
Sewer Pipe", publication
face of joints sealed
shall be notified three
number UNI -B-6-79,
with waterproof
days prior to commencing
non -shrink grout.
each phase of
24. Bedding and backfill
construction
material shall conform to
37. Storm drain manholes
X_x
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WEST A VENUE
Elepi
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IN V, E7LXIle
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ASTM D2321 specification
shall be precast concrete
10. Existing utilities in
"standard recommendation
units as manufactured by
conflict through or above
practice for underground
Leonard Concrete Pipe
this parcel shall be
installations of flexible
Co., Inc. or approved
/A/_,�� 77,4 1 L
W,
relocated as directed by
thermoplastic sewer pipe
equal.
-
V11 64vr
the appropriate utility
(P.V.C.)".
A
EL_
company.
38. Exterior surfaces of all
sanitary manholes shall
11. All off-site concrete
be coated with two (2)
Curbs shall be
25. Driveway pavement shall
coats of coal -tar sealer
reconstructed in
be 2 course bituminous
manufactured by Kopper,
accordance with standards
concrete in accordance
Mobil, PPG, or approved
and specifications shown
with the State of New
equal.
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WEST A VENUE
Elepi
Cie. l,
IN V, E7LXIle
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IN/ V, X -5, 7
9 A,�
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,PROP69TY LINE
i20,V_r-3;rA-UCT 00AJCqe7, �7 A�ZOIAMIV6
A14tL 'WIrk, ce 7 -:5&6 A' 7,41,'WAJ6 AVAc 44YOU;r-,
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_01 -It -F7, !!�rOF7
ip
\3
Z
Required
Proposed
4;
1.
'N'Ov
First Floor
240x107 = 25680 s.f.
Basement Floor
75x107 = 8025 s.f.
prior to commencing
Total: 33705 s.f.
B. Parking
33705/200 = 169
Outdoor = 149
remain in place for the
I'VC 7-E 0
era LLj
44 -4 1 l
BASEMENT LEVEL RKING D "I
0
4
Zoning Requirements
200 South Ridge Street
Rye, Brook NY
Zone: Cl -P
Required
Proposed
A. Floor Area
1.
'N'Ov
First Floor
240x107 = 25680 s.f.
Basement Floor
75x107 = 8025 s.f.
prior to commencing
Total: 33705 s.f.
B. Parking
33705/200 = 169
Outdoor = 149
remain in place for the
Garage = 37
duration of the project.
Total: 186
C. Loading Area
7
4
Silt, ." , Stop I (TM) _"" F I � A4
disturbed areas.
21
2
approved equal.
2.
Erosion and sediment
control devices shall be
11. The contractor shall
0'1
v "Ova
sequence. No clearing or
Brook Engineer three days
grading may be done in
prior to commencing
any area until the
construction, to review
devices for that area, as
the requirements of this
shown on the plan, are in
plan,
place and functional.
3.
Natural vegetation shall
12. The contractor may
provide alternate means
be maintained and
of sediment control along
protected to the greatest
the construction route,
extent possible,
but he may not eliminate
4.
All sediment and erosion
. Placement of Protection
in the areas indicated
control devices and
hereon.
provisions shall be
maintained in operational
13. The contractor shall
condition by the
regrade, topsoil and seed
contractor until final
all disturbed areas
acceptance of the
immediately after
project•
construction has been
completed.
5.
No changes of this soil
710,`5
erosion and sediment
era LLj
44 -4 1 l
BASEMENT LEVEL RKING D "I
0
4
Zoning Requirements
200 South Ridge Street
Rye, Brook NY
Zone: Cl -P
7
570,= 7
"01V07-RUC7- I -01N
W44 4
SEDIMENTATION AND EROSION
Required
Proposed
A. Floor Area
1.
Temporary soil and
First Floor
240x107 = 25680 s.f.
Basement Floor
75x107 = 8025 s.f.
prior to commencing
Total: 33705 s.f.
B. Parking
33705/200 = 169
Outdoor = 149
remain in place for the
Garage = 37
duration of the project.
Total: 186
C. Loading Area
33705/10000 = 3.3
4
7
570,= 7
"01V07-RUC7- I -01N
W44 4
SEDIMENTATION AND EROSION
CONTROL NOTES:
1.
Temporary soil and
10. Sediment fencing shall be
erosion control measures
inclusive of filter
installed where required
barriers, water breaks,
prior to commencing
check dams and anti-
construction and shall
tracking areas shall
remain in place for the
remain in place for as
duration of the project.
long as necessary to
Fencing shall be.. Propex
permanently stabilize
Silt, ." , Stop I (TM) _"" F I � A4
disturbed areas.
manufactured by Amoco or
approved equal.
2.
Erosion and sediment
control devices shall be
11. The contractor shall
installed in their proper
notify the Village of Rye
sequence. No clearing or
Brook Engineer three days
grading may be done in
prior to commencing
any area until the
construction, to review
devices for that area, as
the requirements of this
shown on the plan, are in
plan,
place and functional.
3.
Natural vegetation shall
12. The contractor may
provide alternate means
be maintained and
of sediment control along
protected to the greatest
the construction route,
extent possible,
but he may not eliminate
4.
All sediment and erosion
. Placement of Protection
in the areas indicated
control devices and
hereon.
provisions shall be
maintained in operational
13. The contractor shall
condition by the
regrade, topsoil and seed
contractor until final
all disturbed areas
acceptance of the
immediately after
project•
construction has been
completed.
5.
No changes of this soil
erosion and sediment
14. Additional protection
control -plan may be made
measures shall be
without approval of the
implemented as site
engineer.
conditions warrant.
6.
Land disturbance is to be
15. An additional 10% of trap
kept to a minimum and
rock, hay bales,
reestablishment and/or
snowfencing, filter
stabilization of
fabric fencing and other
disturbed areas shall be
control materials are to
scheduled as soon as
be stockpiled on site for
practical.
use as necessary.
16. Copies of the Building
7.
The erosion controls
Permit and the Sediment
shall be monitored to
and Erosion Control Plan
maintain them in
are to be maintained at
effective working order,
the site and provided to
If, during construction,
the project foreman and
additional control
sub -contractors prior to
measures are necessary,
the start of work.
they shall be installed.
17. All catch basins shall be
8.
Sediment or debris shall
set to the top of road
be removed from the
base and raised to final
drainage control
grade just prior to final
structures during
paving of the roadway.
construction, as it
accumulates, and shall be
18. Bell traps shall be
disposed of in a manner
installed immediately
which is consistent with
after pipe connections
the intent of this plan,
are made to the catch
basins.
9.
Erosion controls shall
remain in place until
completion of the site
construction process.
Periodic monitoring will
be required particularly
before and after periods
of eavy rain. Upon
completion of site
construction, devices
within drainage swales
should remain in place
until upstream areas are
stabilized.
AL
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PROPOSED /01
SHADOW BOX FENCE
FOR SCREENING
PROPER TY---�
LINE
INSTALL
HAY BALES
SEDIMENT BARRIER TO
THE CONSTRUCTION OF WAL
EL =89.0
AREA TO BE
LANDSCAPED`-,
EL = 86.0 V
EXISTING
STONE WA L L oor
TO REMAIN
EL =83. 0 J_
- - - --------
EL=80.0
PROPOSED
RETAINING
WALL
EL=77.0
0+/0
LIMIT OF CONSTRUCTION
18'-0' PARKING SPACE
4'-0"
EXISTING FENCE
TO BE REMO VED
11
PROPOSED GRADE
(u
18" EXISTING GROUND:�:�
MIRA DRAIN
6" PERFORATED PVC TO C.B.
0-20 0+30
( WEST SIDE OF PROPERTY)
SCALE, 1'=4'
INSTALL
HA Y BA L ES SEDIMENT BARRIER
AND SNOW FENCE TREE PROTECTION PRIOR
TO THE CONSTRUCTION OF RETAINING WALL
LIMIT OF CONSTRUCTION
PROPOSED
SHADOW BOX FENCE /01-0" /8'-0PARKING SP,
FOR SCREENING
EL =98. 0
wo
EL =95.0
PROPERTY PLANT
LINE CREAFING
IVY ALONG
EL =92.0 THIS FA CIE
--- -- E -XIS TING'- OF
16' PINE TREE WALL
TO BE PROTECTED
DURING
CONS TRUC TION
EL =89.0
AREA TO BE
LANDSCAPED
EL =86.0
EL=83.0 j INSTALL
PERMANENT WOOD
SHEET PILES ALONG
TREE L INE
EL =80.0 PROPOSED
_-RETAINING WA L L
0-0
V
co
0+/0
uld=
t /
PROPOSED GRADE
rAINSTALL
MIRA DRA /At OR
APPROVED EQUAL
77�
INS TA L L7
MIRA DRA /At OR
PP 0 VED
R EQUAL
EXISTING GROUND
:L
NO TREE ROOTS 2' AND OVER
SHALL BE CUT ALONG THIS LINE
UNLESS PRUNED BY PROFESSIONAL
TREE SURGEON.
0+20
( WEST SIDE OF PROPERTY)
SCALE= 1'=4'
MyWrom
30'-0"
OVERHEAD TRUSS
Ins F
Nv,,TR'u'Cr'% OVER 10 FEET, f 12'
6-0 STEEL 6f -
POLE
22'-0"
INSTALL
REFLECTIVE ALUMINUM SIGN
A
2' 2'-6' A T BO TH SIDE OF TRUSS
7, /01-0.
13'-,6' 1 1 13"-6*
- b'j171 12" 111111111M I -r_ --T
2' NT 21
INS TA L L
4'- 0 "DO NOT ENTER
BETWEEN /0:00 PM
-8t00 AM ' SIGNS
L BOTH GATE AT L
CONCRETE BOTH FACE
FOUNDA TION CONSTRUCT
TO BE DESIGNED TUBE GALVANIZED STEEL
BY OTHERS CTYP I GA TE, SHOP DRAWING SHA L L
BE SUBMITTED FOR APPROVAL
EL EVA TION
GA TE
L—J
IGN& OVERHEAD TRUSS
' 0 STEEL POLE
M -n -um
FIMN]AFARAIM"T
OVERHEAD TRUCK BARRIER DETAIL
SCALE, 1'=4'
NO TE,
Prior to construction, the concrete retaining walls and
overhead truss shall be designed by a New 'Yo2k Stale
registered professional engineer. Design calculat=.s and
construction drawings shall be sealed by a Naw York
registered professional engineer and submitted for review
and approval to the Planning Board or to the v ;age
Building Department and Planning Consultant.
EL= /00
I Ws.
EXIS TING
------------ 16" PINE TREE
TO BE PRO TEC TED
DURING CONSTRUCTION
?'I'L Q
SEE
LANDSCAPED
EL=90 PLAN
INSTALL
HAY BA LES SEDIMENT
LJ LJ.-- BARRIER AND SNOW
t--tp r„jjF. FENCE TREE PROTECTION
5Y AfLPA, FF�4-15 NOP-7�4 �IAV51Q, ALONG TREE LINE PRIOR
('T. 0�!o A -z-9013 TO THE CONSTRUCTION
,Ij3ml 4}vF PF.40iaci EL=80 RETAINING WALL
`SCREEN FENCE
0+/0 U+eu
SECTION
WEST SIDE OF PROPERTY
NEAR LOT 33 & 34
cz
moi. ftp
/ 5x/-s7-/,vr, 01?oavD
PRO F006-0 ReTWIIV;AlW41-i-
,f1117W F'011?1 4iA)6-R
/*?E7X//V//� PROF1,1-E
EL eo
LIMIT OF CONS TRUCTION
PARKING SPA CE
PROPOSED SHADOW
BOX FENCE FOR SCREENING
4'-0'
Ppr)Pn-cP'n r.pAnF—
''EXISTING GROUND
UNLESS
EE SURGEON
0+30 0+40 1
CABrlmd ANO �Vvar SA441
e 0 414 4 ro Ri rr --,fw Ne_ A9 le,4
-A11AA1C1--,*4`rz1Ar--P .5Y
ox -
b
A0,141,fr 6- IT'�9a4lleeV, 70
Allrq MIN. a,- 2 v-azm�oe:S,
MAX, 7 6',9LIeg5's Or 6711v,-Jrera
Ft�x
N,4 r-r-:te rz q r
b
IqV---R-r 7o BE 40,1057-6170
L7tcr rF- S
ti
�IVa
Cal /Wc-
QA" .irP,CO JED EQUAL VC
Z,
aV01$7 eeI-
eopv
Go;,ef
-#4 �•�,F l�I`iMJN� riR'lf5NE0 J�rONE I OR IC-4R;rAi
on tJA.erES 0 IIA1.) 2'rlwtAl) a vr, ov c a ra A/- FOR
-57-
12 E
TAIL 9 -6a 7-/
STORM DRAIN MANHOLE DE 1/4 FOOT Cv.RlaIr-4�7-e 7o-
N.T.S
EARTH
"ACKF1 LL��,
,!5; 7 -,FE- LL e5^4 7-11,10-
Al �O I�o L/ eoV -1.4
1/9//00 .?TONE
-7a4,,q 4- 7o- 77-,r- re Al
PROPOSED BITUMINOUS PAVEME14T
Ala-
r
4,01,1 r16 —9 Z- 41", BITUMINOUS CONCRETE LIP CURBING
MACHINE FORMLD
7-,Irx,- AND PIPEN.T. S�
AREsHowN K - 0,qV-0O3q&T
DEEP DROP SANITARY SEWER MANHOLE DETAIL.
INVFlrr eF667il4rl O/V a V N.T.S.
Ce6r4lV 1'141
1-'I &orAer GoNccEr 4INIr
MAN411-46r4hr--49 e)'
r4 9 0 4 1 e' rf --1 17
411
lAla, alr
O
Rnll rV ME TO 64 RZAI Ix I
5r'9,V-' 7 eve Ae ee.Y I kfk'401,4*tereov,
-r10A1
96-56 Jiw,
A4116 FIR G4rGW
eASIAl 7/rA.- 4S5e1"*z- y
RIPE
-- 4L
PATTERN NI/ML9
d0"
2598
IZ"
2578
or as Ordered
114"
25&0
.51 16-CAM.Ir, Coyeccr4 PIPE CR/ v--.
29 Coro
FLOW 'A
horrom OF
�,a Clell--Jeo 5MNe
ec
SECTION A -A
STORM DRAIN-DRYWELL GALLERY
NOT TO SCALE
0,4,V'E,-4141.Y COA4,-AC71EU
64ICeC-144
/0 FOR Za *'014. P,,A0,F
OR I C55,
L :!- 1,6 FOR FOR F// -"c
OV,Cle flJ' 6114A,7C-r&41.
0 bar
9'-10" 1onQ
Romp
Rovnd to I" radius
I" Ilp at ramp (max.)
or as directed
-""�—Clcss concrete
Space joints every
ten feet (10)
-CONCRETE CURB DETAIL
N. T. S.
I) t I 'M ET ER
.4,5cv,,r'A7W4Y SH -4,150-1
,4,1c, TYPICAL Mt. I MUIJ OF LAYING IN PIPE 7-o N.T.S,
1'-6-
Trench Excavation
11-61
or as Ordered
Width (Varies)
or as Ordered
Line Cut
.51 16-CAM.Ir, Coyeccr4 PIPE CR/ v--.
Na.
FLOW 'A
horrom OF
74
Existing PavementO
I Arr-0,CAI A10- 2_r1alAf
61 7;VO
ndisturbed
AP.1VOT 70 RAsUICEn
Tack Coat
Subbase
Subbase
1 1/2' Wearing Course
cru a 6 W, r1l MINT OP
7 -WO 6,10,faer* 9Y,0A1,VX.
FLOIr
(Typical)
2 1/2' Binder
4,f
o
Cove tern A41X_70P
EL EVA MAI
THAN P01,Vr
/IfIANUFAlrUA'FO 6Y
DETAIL
FOR TRENCH
REPAIR
'11W
7/'r# ,,
pipe, AIC
•
PLAN A' VIEff
Foe
�ep r rd CHEVRON CONFIGURATIr)N
74-6 zr -
FOR kacwg SILT FENCE
.4,4 A,-"/rOje47
dl=,04,144-
N. r.s.
SANITARY SEWER MANHOLE
I,
tJAAJAQGE'
- - --------
SUMP
SECTION "B -B"
SINGLE CATCH BASIN
DETAIL
N.T. S.
0 bar
9'-10" 1onQ
Romp
Rovnd to I" radius
I" Ilp at ramp (max.)
or as directed
-""�—Clcss concrete
Space joints every
ten feet (10)
-CONCRETE CURB DETAIL
N. T. S.
I) t I 'M ET ER
.4,5cv,,r'A7W4Y SH -4,150-1
,4,1c, TYPICAL Mt. I MUIJ OF LAYING IN PIPE 7-o N.T.S,
eotlw ro R.4rrrA-A,,Vo. fOl 2A
BY e,*,VM.1,0e4i.
0'r A-,-"rovep
40,1110r A- lr'941411eea 70
7 Couege5 Or 670,v6rC-re
alr Y43Cea,497- 1f1A1&,9.
b 6;0.4r CXr--117109
e` rzlmlV,04,5
PAIN r,
A71,Ydr-11 .41VP 1f401f`r,4/r /F&OUle,-0
1""OX 441- 1W,0A1W44e
NOTE,
Posrs sHouto Nor B,, SPACED
MORE TP4JVIO' APART
PROPEX
POST S14 T FENCE SIL r FENCE
Posr
BAC)t-744 BA CerX 4
INSTALLATION DETAIL
SEDIMENT CONTROL FABRIC
4'SNOW FENCE
WITH POS AF 4' 0. C,
A r DRIP LINE OR
ovrchuosr BRANCHES
ro DRIP LAVE 11 416' rOPSOM
rX1Sr1VG . Z, t POROUS BA CXFIL L
GROUND j_ TO DRIP LINE
-1-12 MIN.
2 * U/114
z, o weep 8,
PROPOSED 12 O.C. PROPOSED
GRADE GRADE
TREE WALLIWELL,DEIAIL.
tl r. S.
*40- ��l! 2-2" x 2" x 3' stakes eact
L
6.
Flow Existing ground
T.
x 2" x 3' stakes each bale
PLAN
HAY BALE SEDIMENT BARRIER DETAIL
,, 71-17
1'-6-
Trench Excavation
11-61
or as Ordered
Width (Varies)
or as Ordered
Line Cut
.51 16-CAM.Ir, Coyeccr4 PIPE CR/ v--.
A'
FLOW 'A
horrom OF
Existing PavementO
,Existing Pavement
4RA WA 6E WA Y
ndisturbed
ed Line Cut
Undisturbedrb
Tack Coat
Subbase
Subbase
1 1/2' Wearing Course
Existing Surfaces
FLOIr
(Typical)
2 1/2' Binder
7 2
o
Cove tern A41X_70P
EL EVA MAI
THAN P01,Vr
DETAIL
FOR TRENCH
REPAIR
N.T.S.
eotlw ro R.4rrrA-A,,Vo. fOl 2A
BY e,*,VM.1,0e4i.
0'r A-,-"rovep
40,1110r A- lr'941411eea 70
7 Couege5 Or 670,v6rC-re
alr Y43Cea,497- 1f1A1&,9.
b 6;0.4r CXr--117109
e` rzlmlV,04,5
PAIN r,
A71,Ydr-11 .41VP 1f401f`r,4/r /F&OUle,-0
1""OX 441- 1W,0A1W44e
NOTE,
Posrs sHouto Nor B,, SPACED
MORE TP4JVIO' APART
PROPEX
POST S14 T FENCE SIL r FENCE
Posr
BAC)t-744 BA CerX 4
INSTALLATION DETAIL
SEDIMENT CONTROL FABRIC
4'SNOW FENCE
WITH POS AF 4' 0. C,
A r DRIP LINE OR
ovrchuosr BRANCHES
ro DRIP LAVE 11 416' rOPSOM
rX1Sr1VG . Z, t POROUS BA CXFIL L
GROUND j_ TO DRIP LINE
-1-12 MIN.
2 * U/114
z, o weep 8,
PROPOSED 12 O.C. PROPOSED
GRADE GRADE
TREE WALLIWELL,DEIAIL.
tl r. S.
*40- ��l! 2-2" x 2" x 3' stakes eact
L
6.
Flow Existing ground
T.
x 2" x 3' stakes each bale
PLAN
HAY BALE SEDIMENT BARRIER DETAIL
,, 71-17
N.T.S.
11:�4vem--,vr
CONCRETE
rtONGRE TE (p /;I"v
�t�
DEEP
1 �Ili 1p� R 111-0 iuls-CR-11 -LAT
N11L
NOTDOCEP MoVIIE-LATEA.L CONNECTIONS SHALL BE 9ROLIGHT I.
7.3 FEET SELO. ROAD SURFACE OR AS ORDERED EY.A He
tMOINIEL4.
DETAIL OF LATERAL
CONNECTIONS
SANITARY SEWER
N.T.S.
AAIC
MORTA A'
/211 /FOP
ORIFICE DETAIL
N T.S.
CONCRETE CASING DETAIL
N. T S.
2x4 wooden stakes driven
of 12 inches into
the ground
FM
Filter fabric Wooden lateral 5 To
tucked cross braces A, r
6-12 in. needed
into
grade
Flow
FIow YL *\,I
Catch Basin ki
Silt Fence Installation at
Catch Basins
CATCH BASIN
0
SEDIMENT PROTECTION
N.T. S.
Ir
C, C. C-'C—d
------- NOTES:
k�
1. Sidewalk slopes may be adjusted to
meet existing conditions. The
"Cicss ;q• Concrete s,ors absolute maximum and minimum
resultant slopes shall be 1" per
foot and 1/6" per foot
CONICRE -it:- I SIDEWALK WITH PLANTING STRIP respectJ -vely, unless otherwise
approved.
2. In concrete sidewalks expansion
joints shall be spaced 30'-0" a.c.
contraction joints shall be spaced
10'-0" a.c. and score lines 5'-0"
a.c., or as directed.
CONCRE-FE SIDEW�LK - CURB -1-0 BUILDING
I- INS
0" 1 51-0 5'-0.• 5-0
1/4"PREMOLDED j I 1/4"PREhtOLOED
EXPANSION JOINT EXPANSION
=0
SCORE LINE� CONTRACTION CONTRACTION 5 -SCORE
JOINT JOINT LINE
SIDEWALK SHALL BE 'LAID To A UNIFORM DEPTH OF FIVE 5) INCHES UPON A SIX (6)
INCH GRAVEL OR STONE BASE. THE SURFACE EDGES SHALL BE RO.UNDED.1TO A
RADIUS OF3/32 INCH,
A 1/4" APPROVED BITUMINOUS JOINT SHALL BE PLACED TRANSVERSE I LY EVERY Go FT. M,,, x.
A MARKED JOINT SHALL BE MADE AT 5 FT. INTERVALS BETWEEN BITUMINOUS JOINTS.
ANY CHANGES REOUIREO BY LOCAL CONDITION5 SHALL BE MADE ONLY BY ORDER OF
THE CITY ENGINEER.•
PLAN OF A SECTION OF CONCRETE SIDEWALK
N. T. S.
0
AVSrALL FENCE Wrl"
CHEVRON CONFISURA rION
fAS RCO4#F&0J
.51 16-CAM.Ir, Coyeccr4 PIPE CR/ v--.
A'
FLOW 'A
horrom OF
4RA WA 6E WA Y
FLOIr
o
Cove tern A41X_70P
EL EVA MAI
THAN P01,Vr
•
PLAN A' VIEff
Foe
�ep r rd CHEVRON CONFIGURATIr)N
ax V,4,veg
FOR kacwg SILT FENCE
N. r.s.
SANITARY SEWER MANHOLE
DETAIL
N.T.S.
11:�4vem--,vr
CONCRETE
rtONGRE TE (p /;I"v
�t�
DEEP
1 �Ili 1p� R 111-0 iuls-CR-11 -LAT
N11L
NOTDOCEP MoVIIE-LATEA.L CONNECTIONS SHALL BE 9ROLIGHT I.
7.3 FEET SELO. ROAD SURFACE OR AS ORDERED EY.A He
tMOINIEL4.
DETAIL OF LATERAL
CONNECTIONS
SANITARY SEWER
N.T.S.
AAIC
MORTA A'
/211 /FOP
ORIFICE DETAIL
N T.S.
CONCRETE CASING DETAIL
N. T S.
2x4 wooden stakes driven
of 12 inches into
the ground
FM
Filter fabric Wooden lateral 5 To
tucked cross braces A, r
6-12 in. needed
into
grade
Flow
FIow YL *\,I
Catch Basin ki
Silt Fence Installation at
Catch Basins
CATCH BASIN
0
SEDIMENT PROTECTION
N.T. S.
Ir
C, C. C-'C—d
------- NOTES:
k�
1. Sidewalk slopes may be adjusted to
meet existing conditions. The
"Cicss ;q• Concrete s,ors absolute maximum and minimum
resultant slopes shall be 1" per
foot and 1/6" per foot
CONICRE -it:- I SIDEWALK WITH PLANTING STRIP respectJ -vely, unless otherwise
approved.
2. In concrete sidewalks expansion
joints shall be spaced 30'-0" a.c.
contraction joints shall be spaced
10'-0" a.c. and score lines 5'-0"
a.c., or as directed.
CONCRE-FE SIDEW�LK - CURB -1-0 BUILDING
I- INS
0" 1 51-0 5'-0.• 5-0
1/4"PREMOLDED j I 1/4"PREhtOLOED
EXPANSION JOINT EXPANSION
=0
SCORE LINE� CONTRACTION CONTRACTION 5 -SCORE
JOINT JOINT LINE
SIDEWALK SHALL BE 'LAID To A UNIFORM DEPTH OF FIVE 5) INCHES UPON A SIX (6)
INCH GRAVEL OR STONE BASE. THE SURFACE EDGES SHALL BE RO.UNDED.1TO A
RADIUS OF3/32 INCH,
A 1/4" APPROVED BITUMINOUS JOINT SHALL BE PLACED TRANSVERSE I LY EVERY Go FT. M,,, x.
A MARKED JOINT SHALL BE MADE AT 5 FT. INTERVALS BETWEEN BITUMINOUS JOINTS.
ANY CHANGES REOUIREO BY LOCAL CONDITION5 SHALL BE MADE ONLY BY ORDER OF
THE CITY ENGINEER.•
PLAN OF A SECTION OF CONCRETE SIDEWALK
N. T. S.
0