HomeMy WebLinkAboutPlan, Tentative APPLICANT 3/25/201401011- 1 1�
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TENTATIVE SUBDIVISION PLAT
FOR
OSPREY PARK
N.E.1 /4 N.W.1 /4 SEC.34, T.17S. R.3 W.,W.M.
TAX LOT 1400
SPRINGFIELD, LANE COUNTY, OREGON
EX. WW MH #011
6" FL IN W)= 431.01
Wk
ASSESSORS MAP 17- 03 -34 -21 TAX LOT 1400
E
1p0
�D0 3�Op EX. SD MH J1 02
fiy 3 g fiy g ;�, 18 "" FL/ N (E)= 429.83
24 FL IN (W)=429.83
36 FL IN (N)= 428.48
36' FL OUT (S)= 428.48
3gpp 33gp ,RIM ELEV.=436.03
fiL �
4.27' FENCE
� ENCROACHMEN\� �
S89' 11'00 "E 396.40'
i v
h 74
T I fiL 1 �
03 ��o� 1 X00
fi� L=83.66'
1► 1
A =47'55 , 52 " g
R= 100.00
EX. HYDRANT
CA= N66'47'26 "E
CL =81.24
MARILYN CT.
111/ 12:
IN (W)= 430.25
30"
Y11 30
FL IN (N)= 430.00
FL OUT (S)= ¢30.00
RIM
ELEV.- 440.55, --'
C -2.1
,200
SL
J II Sit, �
ROADWAY DETAILS
C -2.3
fiL 4304
` 1. The property is located in zone X on Firm map #41039C1141 F and is in
an area determined to be outside 500 -year flood plain.
2. Soil types on this site are 85f Malabon urban land complex, 10v Dayton
silt loam, clay substratum and 3% Courtney gravelly silty clay loam.
4roOfl 3. Zoning is LDR Low Density Residential. Surrounding lots within a 100 feet
�L, g ��� are zoned LDR Low Density Residential. Metro Plan Designation is LDR.
w
o 4. Elevations are based on City Benchmark #391. A square TBC @ South
end of ramp @ North West corner of Hamilton St. and Island St.
Elevation =445.75.
w 5. Electrical services to be underground and subject to the policies and
procedures of SUB.
� 00
6. Water distribution by SUB.
7. Wastewater and Storm Drainage systems are to be public.
8. Subject site meets all solar access requirements.
9. Street lighting is proposed for the subdivision.
10. Street trees are proposed for the subdivision.
11. There are no LTD facilities adjacent to the site. Nearest facility are
located on W Centennial Blvd.
--- 12"SD - 12. Existing Fire Hydrant locations as shown.
" 13. Existing tree locations, size and type as shown. All trees to be removed.
HAMILTON ST. 14. Adjacent properties under other ownership.
15. The Site is approximately 1,860 feet West of the Zone of Concentration
(99 -yr. TOT) as delineated on the Wellhead Protection Areas Map dated
EX. HYDRANT 2013.
o � X20
LEGEND
NOTES:
VICINITY MAP
NTS
tg o
EXISTING FOUND MONUMENTS
EXISTING BOUNDARY
ADJACENT PROPERTIES
-_ EXISTING CURB LINE
ty O "
lag 2 G EXISTING GAS MAIN
1 EXISTING GAS VALVE
goo EXISTING TREES AS SHOWN
1�
�g
EXISTING CONTOURS
�I( zL�g°
'
8" FL LFWINM (N)=426.62
(I 8" FL. IN (S)= 426.62
8" FL OUT (W)= 426.58
RIM ELEV.= 436.50 I
t
.t
•/ t .t 120
OWNER
SPRINGFIELD SCHOOL DISTRICT
525 MILL ST.
SPRINGFIELD, OR. 97477
APPLICANT
DAD, L.L.C.
1953 GARDEN AVE.
EUGENE, OR. 97403
PHONE: (541) 484 -0070
PROJECT COORDINATOR
ENGINEER SURVEYOR
OLSON & MORRIS
386 Q STREET
SPRINGFIELD, OREGON 97477
PHONE: (541) 302 -9790
GEOTECHNICAL PROFESSIONAL
BRANCH ENGINEERING
4310 CHERRY AVE. NE
KEIZER, OR. 97393
PHONE: (503) 779 -2577
QT -TVVrP TXTlrNVV
i.JJlJLAJA J 1 it r "AJ11
C -1.0
SITE ASSESSMENT PLAN
C -1.1
TENTATIVE SITE PLAN
C -2.0
-X-X-
C -2.1
EXISTING
FENCE
ROADWAY DETAILS
C -2.3
ROADWAY DETAILS
C -3.0
UTILITY PLAN NORTH
C -3.1
UTILITY PLAN SOUTH
C -3.2
CIVIL DETAILS
C -4.0
STREET TREE PLAN
CD
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WATER MAIN
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WATER METER
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EXISTING
CATCH BASIN
�R "
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EXISTING
CURB INLET
A
EXISTING
STREET LIGHT
UGE ----
EXISTING
UNDERGROUND ELECTRIC
12R
�
D
EXISTING
TRANSFORMER
a
D
EXISTING
TELEPHONE PEDESTAL
E 1
(i�
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►�i
PHN-
EXISTING
TFI FPHONF LINE
ty O "
lag 2 G EXISTING GAS MAIN
1 EXISTING GAS VALVE
goo EXISTING TREES AS SHOWN
1�
�g
EXISTING CONTOURS
�I( zL�g°
'
8" FL LFWINM (N)=426.62
(I 8" FL. IN (S)= 426.62
8" FL OUT (W)= 426.58
RIM ELEV.= 436.50 I
t
.t
•/ t .t 120
OWNER
SPRINGFIELD SCHOOL DISTRICT
525 MILL ST.
SPRINGFIELD, OR. 97477
APPLICANT
DAD, L.L.C.
1953 GARDEN AVE.
EUGENE, OR. 97403
PHONE: (541) 484 -0070
PROJECT COORDINATOR
ENGINEER SURVEYOR
OLSON & MORRIS
386 Q STREET
SPRINGFIELD, OREGON 97477
PHONE: (541) 302 -9790
GEOTECHNICAL PROFESSIONAL
BRANCH ENGINEERING
4310 CHERRY AVE. NE
KEIZER, OR. 97393
PHONE: (503) 779 -2577
QT -TVVrP TXTlrNVV
i.JJlJLAJA J 1 it r "AJ11
C -1.0
SITE ASSESSMENT PLAN
C -1.1
TENTATIVE SITE PLAN
C -2.0
GRADING /PAVING PLAN NORTH
C -2.1
GRADING /PAVING PLAN SOUTH
C -2.2
ROADWAY DETAILS
C -2.3
ROADWAY DETAILS
C -3.0
UTILITY PLAN NORTH
C -3.1
UTILITY PLAN SOUTH
C -3.2
CIVIL DETAILS
C -4.0
STREET TREE PLAN
PRETSOM 1; 1, TA L P. E CD
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NOTES:
1. VISION CLEARANCE AREAS AS SHOWN.
2. STREET TREES SHALL BE PLANTED NO CLOSER THAN 5 FOOT FROM
DRIVEWAY APPROACHES AND UTILITY FEATURES.
HAMILTON ST.
3. STREET TREES SHALL BE PLANTED NO CLOSER THAN 20 FOOT FROM
STREET LIGHTS.
4. STREET TREES LOCATED WITHIN BACK OF CURB SIDEWALK AREAS SHALL
BE PLANTED 2.5 FOOT BEHIND P.U.E., 9.5 FOOT BEHIND PROPERTY LINE.
I) i
�I
III LEGEND
EXISTING BOUNDARY
ADJACENT PROPERTIES
A t Ii �`. \ QW PROPOSED WATER METER
1 (� � �' iii PROPOSED FIRE HYDRANT
PROPOSED CATCH BASIN
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PAD
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CLEANOUT
(PIPE SIZE) CASE SIZE
c 16'
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CAST IRON
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INSTALL 1/2 INCH DIA, HOLE
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MANUFACTURED
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4 DEC. WYE 5' MIN. —
PAC
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MECHANICAL PLUG
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CITY OF SPRINGFIELD SrANDAV
DRpT. OF PUB11C WORKS ETA BAR D SANITARY MYE CL ADO UT -Dnvm
m nm STU= WIM.-STEEL. CASTING-
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AS APPROVED BY ENGINEER.
16 3/4'
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----------- 4;r,
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f A_E�P tICA LQ
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STREET DRAIN CATCH BASIN
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CLEARANCE ADOVE PIPE 0.25'
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ALL PIPE CONNECTIONS
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AS APPROVED BY ENGINEER.
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�71
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f A_E�P tICA LQ
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/,CRATE FRAVE AND'�RATE,
...........
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ORATE ;RA)IOE AND tRATE
INLET
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.... . ............... ..
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STREET DRAIN CATCH BASIN
at,
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54
55
ROCK FILLED TRENCH
DRAIN TO SERVE LOTS
54 TO 59 TRENCH TO
OUTFALL AT PUBLIC
WATERWAY AT SW
CORNER OF SITE
56
4 n
4 W 1 g'
7.00
57 P.U.E.
112 LF
----,�=0.60%
1> 8
5
WW m`k--"\
6" FL IN W =4
Ro
EXISTING
BOUNDARY
7-
PROPOSED STORM DRAINAGE SYSTEM
ADJACENT PROPERTIES
00
w
c%4 cn
PROPOSED CATCH BASIN
EXISTING
CURB LINE
-X-X-
EXISTING
FENCE
72
8"W
PROPOSED STREET LIGHT
EXISTING
WATER MAIN
EXISTING UNDERGROUND ELECTRIC
o
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EXISTING
WATER METER
vi) CL
FF]
EXISTING
WATER VALVE
EXISTING TELEPHONE LINE
EXISTING
FIRE HYDRANT
Q
Q
PROPOSED WATER METER
WATER & PHONE)
PROPOSED FIRE HYDRANT
@�---8"WW
EXISTING GAS MAIN
EXISTING
WASTEWATER SYSTEM
&-8"WW
PROPOSED WASTEWATER SYSTEM
{�24"SD
EXISTING
STORM DRAINAGE SYSTEM
co
EXISTING
CATCH BASIN
54
55
ROCK FILLED TRENCH
DRAIN TO SERVE LOTS
54 TO 59 TRENCH TO
OUTFALL AT PUBLIC
WATERWAY AT SW
CORNER OF SITE
56
4 n
4 W 1 g'
7.00
57 P.U.E.
112 LF
----,�=0.60%
1> 8
5
WW m`k--"\
6" FL IN W =4
3 EXISTING GAS VALVE
000
28 29 30
27
33
l�
31 32 EX. SD �H #102
30"
36" FL l (N)=428.74
FLT -OUT (S)=428.74
RIM ELEV.=439.14
26
25
-MTCHIJNE
34
I I
REFER TO
24
SHEET C-3.0
`�. t
WW MH
52
8" FL IN (S W)=433.67
1 45 1 35 36 37 38
8" FL OUT (SE)=433.57
46 RIM ELEV.=437.00
G
b u�
WW MH
g. 47 92 LF
N, -- - -0010
U LN
v UTL-
-433.10 27
51 8" FL IN SW = 433.10 S=0.40% :S, mwl
8" FL IN (E)= 433.10 071' ST MH
wyll co
8" FL OUT SE = 433.00 15 op FL IN N)=*30.03
6" FL OUT (NE)=435.26
274 LF
358 LF
RIM ELEV.= 437.40 t�
RINI ELEV.=438.32 S= 00 36- FL IN (N) 428.68-
0.40% S=0.30%
48 lo-oll, a Aj 36" FL OUT (S)=4�8.68
-77 RIM ELEV.=439.14
(D 0 vv vy
4W 0 LF
"ST
15 ST
S=O.? 5% 00
-------------- - -
4? 162 LF
z
1 S=0.40% lw wi lw wl UTL lAr
ULL-i- W
uj
50
ST MH ST MH C:> WW MH
r-: c�
12" FL IN (SW)=431.48 12" FL IN (SW)=431.20 8" FL OUT (SE)=434.7
'v ( C>
C>
12" FL OUT (NE)=431.38 15" FL OUT (S)=431.10 RIM ELEV.= t38.24
162 LF
\RIM ELEV.=437.17 RIM ELEV.=436.76 co
S=0.40 0 r.)
42 41 40 39
w-
44 43 X. WW MH #024
....... I " FL IN (E)=432.46
" FL OUT (S)=432.26
8" FL IN {N) X434.59
8-WW IM ELEV.=437.66
"
5=0.2b%
R Fl OUT (Nr)=4.-i4 491 1
RIM ELEV.=438.13
64
231 LF
�UTL- ST MH
S=0.40% 77
10" FL IN (NW)=431.18
39 63 10" FL IN (SW)=431.18
76
61 7 8 00
ST MH 12'" FL T (E)=431.08
WW MH
tQ" FL IN NE = 432.02 RIM ELEVJ -435.51
6" FL IN �,N)=433.84
6" FL
I N (SW)--43- 12 FL OU (NE)=431.92 3.84 62 RIM EL' 37.08 65
59 60 b uj 75
8" FL 9N (N)=433.84 WW MH
8" FLI OUT (NE)=433.74 6 FL IN NW = 432.08 d.
RIM 'ELEV.=437.28 8" FL IN (SW)=432.08 +
'
8" FL OUT (E)=431.98 UTL 4.
RIM ELEV.=436.89
it
mp
1 2"ST,
3
N
4
I
11 ulwi
tme CB=:435.437"7
67 /68 69 70
11 A
UT
Ro
EXISTING CURB INLET
-- -24 "ST
7-
PROPOSED STORM DRAINAGE SYSTEM
370 LF
00
w
c%4 cn
PROPOSED CATCH BASIN
S=0.40f-
0
PROPOSED PLANTER DRAIN
cy 0
w-j L 0 cn
EXISTING STREET LIGHT
72
PROPOSED STREET LIGHT
UGE
00 Z: w 0
EXISTING UNDERGROUND ELECTRIC
o
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EXISTING TRANSFORMER
vi) CL
FF]
EXISTING TELEPHONE PEDESTAL
EXISTING TELEPHONE LINE
-PHN-
UTL
Q
PROPOSED UTILITIES (ELECTRIC, CABLE, GAS,
WATER & PHONE)
-2"G
EXISTING GAS MAIN
3 EXISTING GAS VALVE
000
28 29 30
27
33
l�
31 32 EX. SD �H #102
30"
36" FL l (N)=428.74
FLT -OUT (S)=428.74
RIM ELEV.=439.14
26
25
-MTCHIJNE
34
I I
REFER TO
24
SHEET C-3.0
`�. t
WW MH
52
8" FL IN (S W)=433.67
1 45 1 35 36 37 38
8" FL OUT (SE)=433.57
46 RIM ELEV.=437.00
G
b u�
WW MH
g. 47 92 LF
N, -- - -0010
U LN
v UTL-
-433.10 27
51 8" FL IN SW = 433.10 S=0.40% :S, mwl
8" FL IN (E)= 433.10 071' ST MH
wyll co
8" FL OUT SE = 433.00 15 op FL IN N)=*30.03
6" FL OUT (NE)=435.26
274 LF
358 LF
RIM ELEV.= 437.40 t�
RINI ELEV.=438.32 S= 00 36- FL IN (N) 428.68-
0.40% S=0.30%
48 lo-oll, a Aj 36" FL OUT (S)=4�8.68
-77 RIM ELEV.=439.14
(D 0 vv vy
4W 0 LF
"ST
15 ST
S=O.? 5% 00
-------------- - -
4? 162 LF
z
1 S=0.40% lw wi lw wl UTL lAr
ULL-i- W
uj
50
ST MH ST MH C:> WW MH
r-: c�
12" FL IN (SW)=431.48 12" FL IN (SW)=431.20 8" FL OUT (SE)=434.7
'v ( C>
C>
12" FL OUT (NE)=431.38 15" FL OUT (S)=431.10 RIM ELEV.= t38.24
162 LF
\RIM ELEV.=437.17 RIM ELEV.=436.76 co
S=0.40 0 r.)
42 41 40 39
w-
44 43 X. WW MH #024
....... I " FL IN (E)=432.46
" FL OUT (S)=432.26
8" FL IN {N) X434.59
8-WW IM ELEV.=437.66
"
5=0.2b%
R Fl OUT (Nr)=4.-i4 491 1
RIM ELEV.=438.13
64
231 LF
�UTL- ST MH
S=0.40% 77
10" FL IN (NW)=431.18
39 63 10" FL IN (SW)=431.18
76
61 7 8 00
ST MH 12'" FL T (E)=431.08
WW MH
tQ" FL IN NE = 432.02 RIM ELEVJ -435.51
6" FL IN �,N)=433.84
6" FL
I N (SW)--43- 12 FL OU (NE)=431.92 3.84 62 RIM EL' 37.08 65
59 60 b uj 75
8" FL 9N (N)=433.84 WW MH
8" FLI OUT (NE)=433.74 6 FL IN NW = 432.08 d.
RIM 'ELEV.=437.28 8" FL IN (SW)=432.08 +
'
8" FL OUT (E)=431.98 UTL 4.
RIM ELEV.=436.89
it
mp
1 2"ST,
3
N
4
I
11 ulwi
tme CB=:435.437"7
67 /68 69 70
11 A
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370 LF
00
w
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CL:
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p
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71
72
(D
00 Z: w 0
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C)
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Q
V)
Mgt
73
P
ST MH
12" FL IN (W)=430.58
36" FL IN (N)=428.58
36° FL OUT (S)=428.58
(� RIM ELEV.=436.66
WW MH
8 FL IN (W)=430.50
8° FL IN (N)=430.50
8" FL OUT (S)=430.40
RIM ELEV.=436.86
I.
1 (� EX. SD MH #102
18" FL IN (E)=429.83
24" FL IN (W)=429.83
36" FL IN (N)=428.48
36" FL OUT (S)=428.48
RIM ELEV.=436.03
cn
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w
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10
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R 6 4
11-0co-301
3 EXISTING GAS VALVE
EX. WW MH #011
6" FL IN (W)=431.01
6" FL IN (E)=431.01
59 LF EX. SD MH 101 EX. SD MH #108
NEW 8" IN (SW)=431.51 S=0.40% NOT FOUND 12" FL IN (W)=430.25 co
8" FL OUT (N)=430.91
-
ST MH RIM ELEV.=435-56 30 FL IN (N)=430.00
12" FL IN SW = 429.9± 30" FL OUT (S)=430.00
12- FL OUT (NE)=429.8 RIM ELEV.=440.55
RIM ELEV.=435-28
12 S Tj
WW MH
EX SD CB #401 6 FL IN SE = 431.78
12" FL IN (SW)=431.03 268 LF 8" FL IN (SW)=431.78
12" FL OUT (SWE)=430.83 S=0.40% 8" FL OUT NE = 431.68
RIM ELEV.=434.93 RIM ELEV.=435.46
12
WW MH
8" FL IN SW = 432.95
8" FL OUT (NE)=432.85 13
RIM ELEV.=435.94 WW MH
268 LF 6" FL IN NE = 433.48
P*- 9 6" FL IN (NW)=433.48
S=0.40%\
8" FL OUT (S)=433.38 I
ST MH 8
A RIM ELEV.=439.02
10" FL IN (SE)=431.90
.00'
12" FL OUT NE = 431.70 REMOVE EXISTING
100,
CATCH BASIN AND
pill
03
RIM ELEV.=436.34
WW MH 10
7 CURB INLET. TIE
6: FL IN SW = 434.12 A% EXISTING STORM ( k. E I M
9
LINE INTO PROPOSED LF
8 FL OUI (NE)=433.92
S=0.4
351 LF
RIM ELEV.=436.89 S=0.50% 6 SYSTEM. 0% 14
6"WW
CB=436.09
000
4"WW
RELOCATE
WW MH
4 EXISTING FIR
8" FL IN (N)=432.82
HYDRANT 18 17 4"WW
Z5 FL IN
(W)=432.32
7.00
8" FL OUT (E)=432.22
P.U.E.
19 RIM ELEV.=438.24 15 EX. SD MH #102
20
z
12n FL IN (E)=430.61
awl -A 16
15
cl: ! 1
3 ST MH :=; 341 LF 109 LF FL IN (W)=430.61
CB S=0.40% 30" FL IN (N)=428.66
CB=436,25/ =435.82
12" FL IN (SW) 431.79 S=0.30%
FL OUT (S)=428.66
15 FL OUT 69 30
2 (E)=�31.
1A 21 UT IL
g.
RIM ELEV.=436.08X IM ELEV.=440.26
. ............ -
22 293 LF . . . ........ 5"ST 2"Sg-
S=0.25%
8"WW
HAMILTON ST.
JJ ....... -------
ST MH
W. 23 . . . . . . .
)=432.62\
10" FL IN (N
-4- wi
12" FL OUT (E)=432.52 UTL UTL
RIM ELEV•=436.49
EX. WW MH #010
185 LF
b
CB=435.82
S=0.40% 8 FL IN (E)=431.54
WW MH
54 53
8" FL IN (W)=431.59 • WW MH 8- FL IN (SW)=433.16
8- FL IN (S)=431.59
.
6" F - IN SE = 435.12 280 LF 8" FL OLT (E)=433.06
8" FL OUT (NE)=435.02 S=0.40% c/) FL OUT (N)=431.53
28 29 RIM ELEV =436.18 30 31 32 33 a RIM ELEV.=440.29
C)
RIM ELEV.=438.43
4"WW 27
WW MH
4"WW 26
8" FL IN (SW)=434.38
8" FL OUT (NE)=434.28
RIM ELEV.=437.38 L;
VIM
55
160 LF \-MTCHLINE
- 25
ROCK FILLED TRENCH S=0.40% REFER TO
TO SER L TS 24 SHEET C-3.1 30" FL IN (N)=428.74
54 TO 59 TRENCH TO tri 2
45 34 35 36 37 38 36" FL OUT (S)=428.74
OUTFACE AT PUBLIC
RIM ELEV.=439.14
WATERWAY AT SW
CORNER OF SITE M 46 G
7.00' 8"
7.00' 47
56 P.U.E. UTL
P.U.E. V)
WW CO Al
A
6" FL OUT NQ=435.26
RIM ELEV.=438.32
4-WW V) cp
48 100,
1W u vv vy
4 ST MH
15
4"WW 15" FL IN (W =430.33
70\\
49
WIWI MUTL le I X .,J�,,,,,; �.
4"WW 36" FL OUT (S)=428.68
+ RIM ELEV.=439.14
cl)
L-
c/) 0>.t
(D >
=3 (DL-
C/) c =3
C *& V)
0 c
C-5 L.Li 46
a
0171
EXISTING
BOUNDARY
PROPOSED STORM DRAINAGE SYSTEM
ADJACENT PROPERTIES
Im
PROPOSED CATCH BASIN
EXISTING
CURB LINE
-X --X
U)
EXISTING
FENCE
8"W
EXISTING
WATER MAIN
EXISTING UNDERGROUND ELECTRIC
EXISTING
WATER METER
EXISTING TRANSFORMER
EXISTING
WATER VALVE
-PHN-
EXISTING
FIRE HYDRANT
nW
PROPOSED WATER METER
WATER & PHONE)
PROPOSED FIRE HYDRANT
@�--8 »WW
EXISTING GAS MAIN
EXISTING
WASTEWATER SYSTEM
&_8 "WW
PROPOSED WASTEWATER SYSTEM
@---24"SD-
EXISTING
STORM DRAINAGE SYSTEM
EXISTING
CATCH BASIN
3 EXISTING GAS VALVE
EX. WW MH #011
6" FL IN (W)=431.01
6" FL IN (E)=431.01
59 LF EX. SD MH 101 EX. SD MH #108
NEW 8" IN (SW)=431.51 S=0.40% NOT FOUND 12" FL IN (W)=430.25 co
8" FL OUT (N)=430.91
-
ST MH RIM ELEV.=435-56 30 FL IN (N)=430.00
12" FL IN SW = 429.9± 30" FL OUT (S)=430.00
12- FL OUT (NE)=429.8 RIM ELEV.=440.55
RIM ELEV.=435-28
12 S Tj
WW MH
EX SD CB #401 6 FL IN SE = 431.78
12" FL IN (SW)=431.03 268 LF 8" FL IN (SW)=431.78
12" FL OUT (SWE)=430.83 S=0.40% 8" FL OUT NE = 431.68
RIM ELEV.=434.93 RIM ELEV.=435.46
12
WW MH
8" FL IN SW = 432.95
8" FL OUT (NE)=432.85 13
RIM ELEV.=435.94 WW MH
268 LF 6" FL IN NE = 433.48
P*- 9 6" FL IN (NW)=433.48
S=0.40%\
8" FL OUT (S)=433.38 I
ST MH 8
A RIM ELEV.=439.02
10" FL IN (SE)=431.90
.00'
12" FL OUT NE = 431.70 REMOVE EXISTING
100,
CATCH BASIN AND
pill
03
RIM ELEV.=436.34
WW MH 10
7 CURB INLET. TIE
6: FL IN SW = 434.12 A% EXISTING STORM ( k. E I M
9
LINE INTO PROPOSED LF
8 FL OUI (NE)=433.92
S=0.4
351 LF
RIM ELEV.=436.89 S=0.50% 6 SYSTEM. 0% 14
6"WW
CB=436.09
000
4"WW
RELOCATE
WW MH
4 EXISTING FIR
8" FL IN (N)=432.82
HYDRANT 18 17 4"WW
Z5 FL IN
(W)=432.32
7.00
8" FL OUT (E)=432.22
P.U.E.
19 RIM ELEV.=438.24 15 EX. SD MH #102
20
z
12n FL IN (E)=430.61
awl -A 16
15
cl: ! 1
3 ST MH :=; 341 LF 109 LF FL IN (W)=430.61
CB S=0.40% 30" FL IN (N)=428.66
CB=436,25/ =435.82
12" FL IN (SW) 431.79 S=0.30%
FL OUT (S)=428.66
15 FL OUT 69 30
2 (E)=�31.
1A 21 UT IL
g.
RIM ELEV.=436.08X IM ELEV.=440.26
. ............ -
22 293 LF . . . ........ 5"ST 2"Sg-
S=0.25%
8"WW
HAMILTON ST.
JJ ....... -------
ST MH
W. 23 . . . . . . .
)=432.62\
10" FL IN (N
-4- wi
12" FL OUT (E)=432.52 UTL UTL
RIM ELEV•=436.49
EX. WW MH #010
185 LF
b
CB=435.82
S=0.40% 8 FL IN (E)=431.54
WW MH
54 53
8" FL IN (W)=431.59 • WW MH 8- FL IN (SW)=433.16
8- FL IN (S)=431.59
.
6" F - IN SE = 435.12 280 LF 8" FL OLT (E)=433.06
8" FL OUT (NE)=435.02 S=0.40% c/) FL OUT (N)=431.53
28 29 RIM ELEV =436.18 30 31 32 33 a RIM ELEV.=440.29
C)
RIM ELEV.=438.43
4"WW 27
WW MH
4"WW 26
8" FL IN (SW)=434.38
8" FL OUT (NE)=434.28
RIM ELEV.=437.38 L;
VIM
55
160 LF \-MTCHLINE
- 25
ROCK FILLED TRENCH S=0.40% REFER TO
TO SER L TS 24 SHEET C-3.1 30" FL IN (N)=428.74
54 TO 59 TRENCH TO tri 2
45 34 35 36 37 38 36" FL OUT (S)=428.74
OUTFACE AT PUBLIC
RIM ELEV.=439.14
WATERWAY AT SW
CORNER OF SITE M 46 G
7.00' 8"
7.00' 47
56 P.U.E. UTL
P.U.E. V)
WW CO Al
A
6" FL OUT NQ=435.26
RIM ELEV.=438.32
4-WW V) cp
48 100,
1W u vv vy
4 ST MH
15
4"WW 15" FL IN (W =430.33
70\\
49
WIWI MUTL le I X .,J�,,,,,; �.
4"WW 36" FL OUT (S)=428.68
+ RIM ELEV.=439.14
cl)
L-
c/) 0>.t
(D >
=3 (DL-
C/) c =3
C *& V)
0 c
C-5 L.Li 46
a
0171
EXISTING CURB INLET
0---- ;?4 "ST
PROPOSED STORM DRAINAGE SYSTEM
Im
PROPOSED CATCH BASIN
c-
0
0
PROPOSED PLANTER DRAIN
U)
EXISTING STREET LIGHT
0
PROPOSED STREET LIGHT
UGE
EXISTING UNDERGROUND ELECTRIC
❑
EXISTING TRANSFORMER
Fp-]
EXISTING TELEPHONE PEDESTAL
-PHN-
EXISTING TELEPHONE LINE
'UTL
PROPOSED UTILITIES (ELECTRIC, CABLE, GAS,
WATER & PHONE)
-2"G
O
EXISTING GAS MAIN
3 EXISTING GAS VALVE
EX. WW MH #011
6" FL IN (W)=431.01
6" FL IN (E)=431.01
59 LF EX. SD MH 101 EX. SD MH #108
NEW 8" IN (SW)=431.51 S=0.40% NOT FOUND 12" FL IN (W)=430.25 co
8" FL OUT (N)=430.91
-
ST MH RIM ELEV.=435-56 30 FL IN (N)=430.00
12" FL IN SW = 429.9± 30" FL OUT (S)=430.00
12- FL OUT (NE)=429.8 RIM ELEV.=440.55
RIM ELEV.=435-28
12 S Tj
WW MH
EX SD CB #401 6 FL IN SE = 431.78
12" FL IN (SW)=431.03 268 LF 8" FL IN (SW)=431.78
12" FL OUT (SWE)=430.83 S=0.40% 8" FL OUT NE = 431.68
RIM ELEV.=434.93 RIM ELEV.=435.46
12
WW MH
8" FL IN SW = 432.95
8" FL OUT (NE)=432.85 13
RIM ELEV.=435.94 WW MH
268 LF 6" FL IN NE = 433.48
P*- 9 6" FL IN (NW)=433.48
S=0.40%\
8" FL OUT (S)=433.38 I
ST MH 8
A RIM ELEV.=439.02
10" FL IN (SE)=431.90
.00'
12" FL OUT NE = 431.70 REMOVE EXISTING
100,
CATCH BASIN AND
pill
03
RIM ELEV.=436.34
WW MH 10
7 CURB INLET. TIE
6: FL IN SW = 434.12 A% EXISTING STORM ( k. E I M
9
LINE INTO PROPOSED LF
8 FL OUI (NE)=433.92
S=0.4
351 LF
RIM ELEV.=436.89 S=0.50% 6 SYSTEM. 0% 14
6"WW
CB=436.09
000
4"WW
RELOCATE
WW MH
4 EXISTING FIR
8" FL IN (N)=432.82
HYDRANT 18 17 4"WW
Z5 FL IN
(W)=432.32
7.00
8" FL OUT (E)=432.22
P.U.E.
19 RIM ELEV.=438.24 15 EX. SD MH #102
20
z
12n FL IN (E)=430.61
awl -A 16
15
cl: ! 1
3 ST MH :=; 341 LF 109 LF FL IN (W)=430.61
CB S=0.40% 30" FL IN (N)=428.66
CB=436,25/ =435.82
12" FL IN (SW) 431.79 S=0.30%
FL OUT (S)=428.66
15 FL OUT 69 30
2 (E)=�31.
1A 21 UT IL
g.
RIM ELEV.=436.08X IM ELEV.=440.26
. ............ -
22 293 LF . . . ........ 5"ST 2"Sg-
S=0.25%
8"WW
HAMILTON ST.
JJ ....... -------
ST MH
W. 23 . . . . . . .
)=432.62\
10" FL IN (N
-4- wi
12" FL OUT (E)=432.52 UTL UTL
RIM ELEV•=436.49
EX. WW MH #010
185 LF
b
CB=435.82
S=0.40% 8 FL IN (E)=431.54
WW MH
54 53
8" FL IN (W)=431.59 • WW MH 8- FL IN (SW)=433.16
8- FL IN (S)=431.59
.
6" F - IN SE = 435.12 280 LF 8" FL OLT (E)=433.06
8" FL OUT (NE)=435.02 S=0.40% c/) FL OUT (N)=431.53
28 29 RIM ELEV =436.18 30 31 32 33 a RIM ELEV.=440.29
C)
RIM ELEV.=438.43
4"WW 27
WW MH
4"WW 26
8" FL IN (SW)=434.38
8" FL OUT (NE)=434.28
RIM ELEV.=437.38 L;
VIM
55
160 LF \-MTCHLINE
- 25
ROCK FILLED TRENCH S=0.40% REFER TO
TO SER L TS 24 SHEET C-3.1 30" FL IN (N)=428.74
54 TO 59 TRENCH TO tri 2
45 34 35 36 37 38 36" FL OUT (S)=428.74
OUTFACE AT PUBLIC
RIM ELEV.=439.14
WATERWAY AT SW
CORNER OF SITE M 46 G
7.00' 8"
7.00' 47
56 P.U.E. UTL
P.U.E. V)
WW CO Al
A
6" FL OUT NQ=435.26
RIM ELEV.=438.32
4-WW V) cp
48 100,
1W u vv vy
4 ST MH
15
4"WW 15" FL IN (W =430.33
70\\
49
WIWI MUTL le I X .,J�,,,,,; �.
4"WW 36" FL OUT (S)=428.68
+ RIM ELEV.=439.14
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DOME GRATE a
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TYP.
SECTION C-C
NTS
5
DUAL OUTLET FLOW-THROUGH
PLANTER DETAIL
NTS
0.50' 16" VERTICAL
CURB
5' OFFSET
AC PAVING 1' CURB BREAK — 1.50' TOP OF SIDEWALK
A
PER PLAN FOR DRAINAGE c 4 CURB
S=2.00% S=8.007o <
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CONCRETE 16" VERTICAL
SLAB BOTTOM OF CURB
SEDIMENT
TRAP
SECTION B-B
SEDIMENT TRAP
NTS
2" CLASS C MIX OVER 4" PERVIOUS 8.0
2" CLASS B MIX PAVEMENT
S=2.00%
7 77
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PERF PIPE
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LIGHTLY COMPACTED
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TYPICAL 28' STREET CROSS SECTION
I
TYPICAL 36' STREET CROSS SECTION_
N.T.S.
I
min
1-1�
SIDEWALK �CONSTRUCTIO,4�,
12:1 11JAX. SL0PE
n
2:1 oft.
mmm
.... ... .. .....
AS S5 i O'A,N ON' P At S
......... . .. ....... ... ....... ...
STANDARD CURB & GUTTER MOUNTABLE CURB & GUTTER
F NEEDZ��'D
ASPHALT CONCRETE PAVEMENT
. ....... . ..... RADIUS (35' WHIMIUM)
RADIUS 2 RADIUS 2
n
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1/4" LIP 3ETWEEN WE' PPE 3, 3 5*
mmm
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CRUWN 0,40'
r
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1/2 PAVEMENt WIDTH
Fj gi
4,
CfP' STANDARD CJR8 St GUTIER A60YE TOP OF CURE
RkR TO STD Oft 35-XX
1/2" RADIUS (T�FICAL) 112" RADIUS (TTPCk
N"="i
1A
CRUSHED ROCK &WST 4' (MINIMUM) ASPH&T CONCRETE
III' MIN- PLACED PRIOR TO PAVING 21 VZK CLASS `C* WEARING COURSE
ABOVE TOP OF CURE
pARAaTMC CROSS SLOPE
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CURB FACE WTI�' FORVS tl,:)
c STRUCTUM THICKNESS IDENTIFIED ON THESE SECTIONS ARE 1HE MINIMUMS FOR DRY FIRMLY 0DMPKTED SUBGRADF. THE CITY INSPECTOR MAY REOUIRE
QfiR EXCAVATION (e MIMMUM) MD THE P6U" OF GEDTIEXTILE FABRIC AND ADDITNAL CRUSHED ROCK TO ENSURE A FIRM PAVRW USE.
V1,
NOTES
W1R TO SPRINGFIaD STANM MWTONS FOR WMY STRUCTURE COMPACTION REQUIREMENTS
A PXMX aM MAY BE UTILIZED ON LOCAL RMDWK STRM. REFER V STMM DRAWNGS 34 FOR DETAILSI
* WHERE CONCRETE PAVEM0IT WILL BE USED, CONIR4CTION JOINTS SHALL BE PLACED TO MATCH TRANSVERSE CONTRAS JOINT LOCATIONS h STREIET
SUWS, ACCESS RANK AND RESIDUA ORKINAYS SALL BE WOO PSI MD MGTH (MM PSt LAO STIMM) 6.0 W MIX C00ETE
PAYWff AND 24- 15 MM IFIE BARS SNi BE PLACED IN 091 CI)NME
CURBS & MMMCRL DRIVEMYS SHAM BE W PSI FUD SrIRENM (4025 PSI LAB WOM) 63 SACK 0 CONCRETIE
NOTES
* CURB MD WM SURFACES SILL. HAVE A BM FINISH PAMM TO THE LENOM OF THE CURB
CONCRETE PAVEMENT 91ALL BE 4000 PSI FIELD STRENGTH (4600 PSI LAB STMGTH) 7.0 SACK MIX CONCME WITH 1 1/2' MINUS FIRACTM ACGREGATE.
ww�wm
RffR TO STANDARD DRAWING 3XX FOR SMCIIUK SECTION.
* SIDEWALKS, ACCESS RAMS, MID RESIDENTIAL DRIVEWAYS 949L BE 3000 PSI FIELD MOM (3450 PSI LAB STRENGTH) 6.0 SACK MIX CONCRETE
PAVWEKr WX DESIGNS SK&L BE SUBMITTED TO THE CITY FOR APPROVAL PRIOR TO THE SCHEDULED PAANG DATE.
* CURBS & COMMERCIAL DWMYS SHALL BE 35OKi PSI FIELD STRENGTH (4025 PSI LAB STROGTH) 6.3 SACK MIX CONCREFE
NJ
RMSM
DATE
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* OM RAMPS AT MWM C%SS0M SHALL BE WHUY CONTANED WITHIN THE WKINGS (EXCLUDING CURB TRk4WM)
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RWP SLOPE SRAU W EXCEED 12:1 OR LESS REIAIIVE M THE HORIZONRL
ALL SURFICES SHALL. HAVE A GROW FINISH D(CEPT FOR RAMPS, RAMP SVWACE SHAIi BE TWM WITH ICED MNMD PATTEW4 (SEE DETAIL)
SIDEWALKS# ACCESS RAMPS, AND RMDMX DRNEVAYS SHALL BE 3DQ0 PSI FIELD STRENGTH (3450 PSI LAB STRENGTH1) &0 SACK MIX CONCRETE
CURBS & COMMMA1. DRIVEWAYS SHAT L. BE 3500 IS FIELD STIR MTH (4025 PSI LAB SMGTH) 0 SCK MIX CONCRETE
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ALL SURFICES SHALL. HAVE A GROW FINISH D(CEPT FOR RAMPS, RAMP SVWACE SHAIi BE TWM WITH ICED MNMD PATTEW4 (SEE DETAIL)
SIDEWALKS# ACCESS RAMPS, AND RMDMX DRNEVAYS SHALL BE 3DQ0 PSI FIELD STRENGTH (3450 PSI LAB STRENGTH1) &0 SACK MIX CONCRETE
CURBS & COMMMA1. DRIVEWAYS SHAT L. BE 3500 IS FIELD STIR MTH (4025 PSI LAB SMGTH) 0 SCK MIX CONCRETE
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{REFER TO SHEET C -2.3}
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{REFER TO SHEET C -2.3}
--A
"
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{REFER TO SHEET C -2.3}
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NOTES:
1
EXISTING PUBLIC AND PRIVATE UTILITIES ARE SHOWN. PROPOSED PUBLIC
STORM, WASTEWATER AND WATER ARE
SHOWN ON SHEETS C-3.0 &
x.
C-3.1. PRIVATE UTILITIES (ELECTRIC,
PHONE & CABLE) ARE SHOWN
CURB LINE
CONCEPTUALLY ON SHEETS C-3.0 &
C-3.1 AND WILL BE DESIGNED BY
EXISTING
PRIVATE UTILITY PROVIDERS.
8 "W
2.
POLLUTION CONTROL WILL BE HANDLED BY FLOW-THROUGH PLANTERS
WATER MAIN
AND PERVIOUS PAVEMENT AS SHOWN
ON SHEET C-3.0, C-3.1 C-3.2.
3.
SITE SHALL BE GRADED TO PREVENT STORM WATER RUNOFF TO
C'o
n C-D L�j (21a
ADJACENT PROPERTIES.
EXISTING
4.
THERE ARE 5 TREES WITH DIAMETERS
> 5" ALL TO BE REMOVED.
5.
STREET LIGHTS WILL BE PROVIDED AS
SHOWN ON SHEETS C-3.0 &
-
C -3.1.
WASTEWATER SYSTEM
6.
THE PROPOSED SUBDIVISION IS TO BE
PHASED AS SHOWN.
LEGEND
LL_
0
cn >-1
(D >
=3
cn :3
C
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C.) uj
86
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FENCE
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WATER MAIN
w
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C'o
n C-D L�j (21a
EXISTING
WATER VALVE
o
EXISTING
FIRE HYDRANT
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EXISTING
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CLEANOUT
g�---24 »SD
-
EXISTING
STORM DRAINAGE SYSTEM
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CATCH BASIN
a
F-01
EXISTING
CURB INLET
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STREET LIGHT
UGE
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UNDERGROUND ELECTRIC
nA
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TELEPHONE PEDESTAL
PHN
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