HomeMy WebLinkAboutPlan, Tentative APPLICANT 1/10/2022THESE PLANS ARE FOR PLANNING
PURPOSES -ONLY AND ARE NOT TO BE
USED FOR CONSTRUCTION IN THE FIELD
RIGHT OF WAY FOR IRRIGATION DITCH
RECORDED NOVEMBER 18, 1940, BOOK 207,
PAGE 300, LANE COUNTY DEED RECORDS.
CENTERLINE OF ABANDONED IRRIGATION
�7S-00,� DITCH AS SHOWN ON SURVEY FOR SPRINGFIELD
¢99S w ' SCHOOL DISTRICT. (CSF 33051) TAX LOT 4301 TAX LOT 4302
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__ N�222'03• TAX LOT 4303
TAX LOT 380th 5 _...� If
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SCALE 1 =30
00
1
N I CP#3
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•S
10"
1 WALNUT
LEGEND
MONUMENTS FOUND: 5/8" IRON REBAR
WITH YELLOW PLASTIC CAP (YPC)
WALNUT STAMPED "DANIEL W. BAKER PLS
s" 1978 UNLESS OTHERWISE NOTED.
\`x tREDWOOD
0 COMPUTED POINT
CONTROL POINT (CP)
X TAX LOT 3701
\- ® SANITARY SEWER MANHOLE (SSMH)
J v Q ® SANITARY SEWER CLEANOUT (S
SCO)
SD STORM DRAIN MANHOLE SDMH
/ h STORAGE TRAILER
WATER METER (WM)
o / BARN
o x
�r WATER VALVE (WV)
/ GAS VALVEGV
Q ' h TAX LOT 3700 VALVE(
)
~ q�99.5 1 ��O°
- ' LIGHT POLE LP
1 O
Ln
5.0 UTILITY POLE (UP)
` S89'44' "E SHED
1 " _ x
4
ELECTRIC .� MLIA Ss9.44'00"E ` 238.24' .� _---- — 5Qo.5---_ " WW SANITARY SEWER LINE
AR �' BOX H0� OLLARD 8 49 4 00 E 65.00
TRarvsFORME - - - ST STORM DRAIN LINE
+ �"
BLE
COMMUNICATION + CEDA IRR® BO 0' °°� EIRR. 7RAMXTRUDE%CURB 11U� nus P e: RW
PEDESTAL ssco
TE PHONE VALVE ' MM: 40.E 10M: 4®s.ss �. W WATER LINE
499. RED PLASTIC CAP
ELECTRI 80 _.� .. �.,,�...
VAULT REFERENCE MON.
GGAS LINE
ASPHALT
PARKINGin UG UNDERGROUND TELE—COMMUNICATIONS LINE
TAX LOT 3900 LOT v
a OH
49 w OVERHEAD UTILITY LINE
MAPLE
I� b �•
X
CP#1 TAX LOT 3600
6' CHAIN LINK FENCE LINE
%► 1
TAX LOT 3801
U,►
40.00 FOOT WIDE 9y `r'
EASEMENT FOR VEHICLE PARKING, ASPHALT
VEHICLE PEDESTRIAN ACCESS, AND PARKING
UTILITIES RECORDED 2-08-2006,/40.00!
NORTHWEST RECEPTION NO. 2006-008767, LANE �, + LOT TAX LOT 3500
COMMUNITY CREDIT COUNTY DEEDS AND RECORDS.
UNION MAC 4M.87
"0
o � o
ASPHALT L6 0
o ELEVATION DATUM
PARKING N
Lor 3I UP & LPW DRIFTWOOD ELEVATIONS FOR THIS SURVEY
. ARE. BASED UPON CITY OF SPRINGFIELD
MM BAR &GRILL BENCHMARK 98; A TACK IN LEAD IN TOP OF CURB LOCATED AT THE
N W '�u" N NORTHWEST CORNER OF THE INTERSECTION OF 51ST AND MAIN STREET.
0 0
Cn Z ELEWPON = 499.71' (NAVD 1988)
SURVEY NOTES
•� 1) PRELIMINARY TITLE REPORT DATED AS OF JUNE 29, 2020, ORDER
LIA
+ °" 7.00' WIDE PUBLIC UTILITY
N0. 60222006322 WAS PROVIDED BY FIDELITY NATIONAL TITLE
o
oEASEMENT, RECORDED 2-08-2006, COMPANY OF OREGON TO ACCURATELY LOCATE ALL EASEMENTS THAT
5.00' WIDE SLOPE AND STORM SEWER o RECEPTION NO. 2006-008769, AFFECT THE SUBJECT PROPERTY.
SDMH SSMH EASEMENT, RECORDED MAY 16, 1966, LANE COUNTY DEEDS AND RECORDS.
RIM: 498.07' RIM: 498.75' REEL 287D, RECEPTION NO. 47292, w� 1.
t w
I.E.: 490.06' I.E.: 489.58' LANE COUNTY OFFICIAL- RECORDS. is! - --- LTD Bus sroP SSMH 2) UTILITY EASEMENT RECORDED JANUARY 30, 1942, IN BOOK 227,
-------------------------- -- -
' - - - - - RIM: 499.37
s.00' , FNTRANC DRI LE.: 4ss.1s' PAGE 124, LANE COUNTY DEED RECORDS DOES NOT EFFECT THE
A24' ENTRANCE CONCRETE SIDEWALK 8" SS MAIN SLOPE 0.40X --► CP#2 8 S89'44'00 40.00' m.. a m M m _„
0 CRETE URB N GU R 24' NTRANCE - 5' SIDEWALK SUBJECT PROPERTY.
BIKE LANE SS SS
0--- S�- - SD " ST MAIN SD SD SD SD E ' 9 SD S SD S SD SD SD SD �!
WV 3) UNDERGROUND UTILITIES WERE LOCATED FROM FIELD MARKINGS
TRAVEL LANE w `�'--AND VISUAL OBSERVATION. BEFORE ANY CONSTRUCTION TAKES
o Z SDMH PLACE, UNDERGROUND UTILITIES SHOULD BE MARKED IN THE
TRAVEL LANE g a
RIM: 499.48'
MAIN ST. (McKENZl HIGHWAY X126) LE.: 491.40' FIELD.
CENTER TURN LANE T 4) THIS MAP IS CONSIDERED PRELIMINARY UNTIL THE SURVEYOR'S
ASSESSOR'S MAP NO. 17-02-33-32 TAX LOT #3800 —
SEAL IS
SIGNED.
VICINITY MAP N.T.S.
TIME OF TRAVEL ZONE MAP N.T.S.
20 YR TIME OF
TRAVEL ZONE
kyyTK TUI)
ZONE OF
CONCENTRATION
(99YR TOT)
NOTES
1. EXISTING SITE SOIL IS SALEM URBAN LAND COMPLEX (#119)
PER THE WEB SOIL SURVEY. WATER TABLE DEPTH WAS MEASURED AT
11 FEET BELOW GROUND SURFACE. SEE GEOTECH REPORT BY PBS
DATED SEPTEMBER 22, 2020 FOR SPECIFIC SOIL TYPES. REPORT TO
BE INCLUDED WITH THIS SUBMITTAL.
2. PER FEMA FIRM PANEL 41039C1162F, THIS PROJECT IN OUTSIDE
OF THE 500 YEAR FLOODPLAIN.
3. FIRE HYDRANTS LOCATED 250 FEET EAST AND WEST OF ENTRANCE
ON THE NORTH SIDE OF MAIN STREET.
4. CLOSEST LTD BUS STOP SHOWN ON THIS PLAN SHEET.
5. NO TREES OR SIGNIFICANT VEGETATION ON SITE.
6. SITE LOCATED IN ZONE OF CONCENTRATION (99 YEAR T.O.T.) PER
SPRINGFIELD WELLHEAD PROTECTION MAP.
TOPOGRAPHIC SURVEY
SW1 /4 SECTION 33, T17S, R2W, W.M.
SPRINGFIELD, LANE COUNTY, OREGON
CLIENT: RIDGEVIEW GARDENS LLC
DRAWN BY: TB
0 Roberts Surveying, Inc.
R P.O. Box 7155
S Springfield, Oregon 97475
Bus. (541) 345-1112
DATE: AUGUST 25, 2020
REVISION DATE:
JOB No. 2020—TOP0-039
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42" FL OUT (W)
RIM ELEV.=498.07
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PROPOSED STORM o
PLANTER #1 BUILDI G 2
(510 SF) FF ELEV. 500.25 500.1
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CB PROPOSED STORM Ds�®
RIM- 499.50 PLANTER #2 y
THESE PLANS ARE FOR PLANNING
PURPOSES ONLY AND ARE NOT TO BE
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499 13 AC AC 0
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� 98.85 TC
FF ELEV. _
500.25 BUILDING 3
498.85 Tc FF ELEV. = 500.25
498.35 AC
a
I :PROPOSED RAIN
i :GARDEN §
F (1,544 SF)
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(TYP.) s
IN
499.40 AC
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499.15 AC
499:40 AC `�$ 500.40 TC
499.90 AC
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1
EXISTING _ . _ _ .
TRANSFORMER499.40 AC
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499.90 AC
499.9c
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PAVING DRAINS TO 499.11 EX AC
COLLECTION AREA
THEN TO STORM LINE�g�
IN STREET'
"
Nil
EXISTING ASPHALT
PAVING TO BE
AC ( SAWCUT AND CURBED500.06 E I
c WITH 5' SIDEWALK ON
QQ EAST SIDE
w499.76 E
EX WW LINE....: * \
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TO BE VERIFIED
BEFORE BUILDING
I
�®
PERMIT ARE SUBMITTED
40.00' JOINT
ACCESS & UTILITY499.44
AC fiR.EASEMENT
EX WW MHPROPOSED
8" FL OUT (E)=489.58 499.15 E)( AC GAS T--2,CENTERLINE I
RIM ELEV.=498.75x STRIPING
o x 2 VALVE
ZD
gg EX WW MH
8" FL OUT (E)=488.16
-------�- s- RIM ELEV.=499.16
a
8"WW
11 42"SD
EING
}
,i, 36.00' I 2 EX��SD MH 3
,,i,/36.00
RIVEWAY 1 42 FL OUT O=491.40
MAIN ST. M ENZIE HIGHWAY 12
RIM ELEV.=499 8
I 101" _� pJ
--•
BOUNDARY LINE
- - -mm
ADJACENT LOT LINE
¢5� r
EXISTING 1' CONTOUR LINE
CB
EXISTING CURB & GUTTER
8"W
EXISTING WATER MAIN
W
EXISTING WATER METER
®
EXISTING FIRE HYDRANT
TC
EXISTING WATER VALVE
1"W
PROPOSED WATER LINE
W
PROPOSED WATER METER
----12"SD ST
EXISTING STORM DRAINAGE SYSTEM
TRANSITION FROM 6.25% TO MATCH AC
EXISTING CURB INLET
-12"ST S >
PROPOSED STORM DRAINAGE SYSTEM
0
PROPOSED AREA DRAIN
8"WW ww
EXISTING WASTEWATER SYSTEM
-6"WW
PROPOSED WASTEWATER SYSTEM
OH
EXISTING OVERHEAD UTILITIES
Y
EXISTING STREET LIGHT
EXISTING UTILITY POLE
EXISTING TV PEDESTAL
�P
EXISTING PHONE PEDESTAL
CTL
EXISTING CENTURY LINK CABLE
G
EXISTING GAS LINE
PROPOSED SIDEWALK SEE DETAIL ON SHEET
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PROPOSED HEAVY SECTION ASPHALT SEE
DETAIL ON SHEET C-3.2
PROPOSED LIGHT SECTION ASPHALT SEE
'
DETAIL ON SHEET C-3.2
1. EXISTING SITE SOIL IS SALEM URBAN LAND COMPLEX (#119) PER THE WEB
SOIL SURVEY. SEE GEOTECH REPORT FOR DETAILED SOIL ANALYSIS.
2. EXISTING SOIL IS HYDROLOGIC GROUP B, PER WEB SOIL SURVEY AND
INFILTRATION IS PROPOSED TO BE THE PRIMARY STORMWATER DISCHARGE.
3. INFILTRATION RATE DETERMINED FROM TESTING PERFORMED BY PBS. FULL
GEOTECHNICAL RESULTS CAN BE FOUND IN GEOTECHNICAL REPORT PREPARED
BY PBS.
4. SANTA BARBARA URBAN HYDROGRAPH METHOD UTILIZED FOR STORMWATER
CALCULATIONS AND FACILITY SIZING. FULL STORMWATER REPORT PREPARED BY
A&O ENGINEERING ATTACHED WITH SITE REVIEW PACKET.
5. STORMWATER PLANTERS 1 & 2 OVERFLOW AND DISCHARGE INTO EXISTING
42" SD UNDER SIDEWALK IN MAIN STREET.
6. BUILDING AREAS
APARTMENT BUILDINGS 1 & 2 6767 SQ.FT. FLOOR 9530 SQ.FT. ROOF
APARTMENT BUILDING 3 6230 SQ.FT. FLOOR 8774 SQ.FT. ROOF
TOTAL BUILDING AREA 19764 SQ.FT. FLOOR 27834 SQ.FT ROOF
7. DEVELOPMENT AREAS
TOTAL AREA: 78,532 SQ.FT. - 1.8 ACRES
PERCENT OF SITE DISTURBED = 100%
CUT = 3152 CU. YD. OF EXISTING ONSITE MATERIAL
FILL = 3550 CU. YD.
GRADING LEGEND
AC
ASPHALTIC CONCRETE
AD
AREA DRAIN
BW
BACK OF WALK
CB
CATCH BASIN
ELEV
ELEVATION
FF
FINISH FLOOR ELEVATION
A ION
EX
EXISTING
TC
TOP OF CURB
HP
HIGH POINT
S
SLOPE
MAIN STREET (EAST SIDE OF DRIVEWAY), GUTTER BAR
DRAINAGE DIRECTION
PAVING NOTES:
1. ALL
WALKWAYS AND ADA ACCESS WAYS SHALL
HAVE
CROSS SLOPES LESS THAN 2%.
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2. ALL
WALKWAYS SHALL HAVE RUNNING SLOPES
LESS THAN
5%
OR INCLUDE LANDINGS AT EACH END.
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3. ALL
ADA RAMPS SHALL HAVE CROSS SLOPES
LESS THAN
2%
AND RUNNING SLOPES LESS THAN 8.33%.
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4. WHERE NEW CURB AND GUTTER ENDS AT THE
DRIVEWAY
ON
MAIN STREET (EAST SIDE OF DRIVEWAY), GUTTER BAR
SHALL
TRANSITION FROM 6.25% TO MATCH AC
SLOPE IN
THE
FINAL 3'.
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STRIPING NOTES:
1. STRIPING ON ASPHALT SURFACE TO BE WHITE.
2. STRIPING ON CONCRETE SURFACE TO BE YELLOW.
TRASH ENCLOSURE:
1. SEE ARCHITECTURAL PLAN FOR TRASH ENCLOSURE
DETAIL.
2. CONCRETE SLAB TO BE HYDRAULICALLY ISOLATED WITH
DRAIN ROUTED TO WASTEWATER SYSTEM.
3. TRASH ENCLOSURE TO BE COVERED.
LIGHTING PLAN:
1. SEE ARCHITECTURAL PLAN FOR LIGHTING DESIGN.
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ZONE A -
ZONE B
PLANT LIST FOR STORM PLANTER #1
SYMBOL QTY. BOTANICAL NAME SIZE SPACING
GROUNDCOVER COMMON NAME
ZONE A 252 Juncus patens 1 Gal 1'
Grooved Rush
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PROPOSED STORM o501 y PROPOSED STORM hs�
BUILDI G 2
PLANTER #1 0 � I PLANTER 2
(510 SF) ^� FF ELEV. _ 500.25 ^� #
(438 SF)
HAN D RAI L
5.00
THESE PLANS ARE FOR PLANNING
PURPOSES ONLY AND ARE NOT TO BE
USED FOR CONSTRUCTION IN THE FIELD
6.71
UTIL
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32 30 29 28 27 2.
s I
99 99 P9 E° � .—
BUILDING 1 iii a I a
FF ELEV. = 500.25 BUILDING 3 I r
r FF ELEV. = 500.25co
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:PROPOSED RAIN G.
;GARDEN
cr)'(1,544 SF)
M
510 TOTAL GROUNDCOVER. PLANTS 1 GAL POTS AT 12 INTERVALS
THROUGHOUT THE PLANTER. PLANTING TO BEGIN 6 FROM EDGE OF RAIN GARDEN3 £t"Lj7S f7 '78 a �3 8v R� 1
ON
3 {
PLANT LIST (FOR STORM PLANTER #2)
SYMBOL QTY. BOTANICAL NAME SIZE SPACING
GROUNDCOVER COMMON NAME
ZONE A 160 Juncus patens ,
Grooved Rush 1 Gal 1
son 6 16 WW 6f,WW
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. ..................... -UTIL . ................. ............... .............__ --
t.
UTIL
EXISTINGM..
TRANSFORMER 141'
I I
3 �
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R
435 TOTAL GROUNDCOVER. PLANTS 1 GAL POTS AT 12" INTERVALS
THROUGHOUT THE PLANTER. PLANTING TO BEGIN 6" FROM EDGE OF RAIN GARDEN
PLANT LIST (FOR RAIN GARDEN)
SYMBOL QTY. BOTANICAL NAME SIZE SPACING
GROUNDCOVER COMMON NAME
ZONE A 700 Juncus patens 1 Gal 1'
Grooved Rush
ZONE B 844 Blechmum spicant 1 Gal 1'
Deer Fern
1544 TOTAL
RAIN
GARDEN GROUNDCOVER.
PLANTS 1
GAL
POTS
AT 12" INTERVALS
THROUGHOUT
THE
RAIN GARDEN. PLANTING
TO BEGIN
6"
FROM
EDGE OF RAIN GARDEN
EX SD MH
42" FL OUT (W)=490.06
RIM ELEV.=498.07
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• 21.8'
O
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EX WW LINE ! U
TO BE VERIFIED
BEFORE BUILDING F I 2 .3
PERMIT ARE SUBMITTED
EX WW MH ,.
8" FL OUT (E)=489.58 : GA
RIM ELEV.=498.75
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c � I
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-------� -- 4.00'-
g"WW
ST 42SD
"
EXISTING � I
36.00'
E
} ,xDRIVEWAY
s �
MAIN ST MeAllENZIE HIGHWAY #126)1
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WATER NOTES:
1. PUBLIC WATER SYSTEM TO BE DESIGNED BY ENGINEER THROUGH
SPRINGFIELD UTILITY BOARD REVIEW AND APPROVAL PROCESS.
2. BUILDINGS INTENDED TO HAVE FIRE SPRINKLER SYSTEMS.
3. FIRE DEPARTMENT CONNECTION LOCATIONS AND SERVICE ROUTING TO BE
DESIGNED DURING BUILDING PERMIT PROCESS.
4, DOMESTIC SERVICE WILL BE SIZED DURING BUILDING PERMIT PROCESS.
WASTEWATER NOTES:
1. WASTEWATER CONNECTION IS PROPOSED WITH NEW PUBLIC
MANHOLE ALONG MAIN STREET.
FRANCHISE UTILITIES:
1. ALL FRANCHISE UTILITIES ARE EXISTING IN THE ADJACENT
RIGHT OF WAY AND ARE AVAILABLE TO THE SITE. EACH
PROVIDER TO PREPARE SERVICE PLAN.
2. UTILITY ROUTING ON THIS SHEET IS CONCEPTUAL.
VERIFY WITH EACH UTILITY PROVIDER (SUB ELECTRIC, NW
NATURAL, COMCAST, CENTURY LINK ETC.) ON FINAL
DESIGNS.
3. ALL NEW UTILITY LINES TO BE PLACED UNDERGROUND.
LEGEND
-
BOUNDARY LINE
,m
ADJACENT LOT LINE
o '�
EXISTING 1' CONTOUR LINE
®
EXISTING CURB & GUTTER
8"W
EXISTING WATER MAIN
EXISTING WATER METER
s�
o�
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
1 "W
PROPOSED WATER LINE
PROPOSED WATER METER
12"SD ST
EXISTING STORM DRAINAGE SYSTEM
•�
EXISTING CURB INLET
12"ST S
PROPOSED STORM DRAINAGE SYSTEM
0PROPOSED
AREA DRAIN
811WW - - -
EXISTING WASTEWATER SYSTEM
6"WW .�
PROPOSED WASTEWATER SYSTEM
OHU
EXISTING OVERHEAD UTILITIES
EXISTING STREET LIGHT
EXISTING UTILITY POLE
00 [T] EXISTING TV PEDESTAL
40.00" JOINT ��
,y � EXISTING PHONE PEDESTAL
ACCESS & UTILITY �.
EASEMENT CTL EXISTING CENTURY LINK CABLE
:PROPOSED 1
S
CENTERLINE G EXISTING GAS LINE
LVE STRIPING UTIL PROPOSED UTILITY LINE (ELEC., TV/TEL)
i
EX WW MH
8" FL OUT (E)=488.16
RIM ELEV.=499.16
42 SD
_--
i
E SD MH
42" FL OUT ( )=491.40
I RW ELEV.=499 8
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SOX. FAERICATED FROM
10 GA. MATERIAL
1-1/2- CLEAN
ROUND ROCK
BOTTOM (FL) OF PLANTER
(ZONE A)-497.71
L EXTENTS OF ROCK CHAMBER
EXTEND OUTSIDE BOTTOM
OF PLANTER AS SHOWN
STORM PLANTER #2 TOP VIEW
NTS
1.1/1Tr/1\I /m \ Ar MA1A1 r%A1'•1(1r►t
c%inr 1^i nnr
STORM PLANTER #2 DETAIL
NTS
TOP OF WALL=500.05
�;N /N � 1P� I I. -. / N �r x
—12" GROWING NOTE:
MEDIUM ROCK CHAMBER TO EXTEND
TO EXISTING BAR RUN
1.0' MIN. DEPTH ON ROCK CHAMBER.
ROCK CHAMBER FULLY
ENCLOSED IN FILTER
FABRIC
LANDSCAPING
1'{!{ Al
LANDSCAPE
RETAINING
WALL CAP
SIDE SLOPE
(ZONE B)
THESE PLANS ARE FOR PLANNING
PURPOSES ONLY AND ARE NOT TO BE
USED FOR CONSTRUCTION IN THE FIELD
FL ELEVATION = 500.05
TOP OF WALL=500.05
/--BOTTOM (FL) OF PLANTER
(ZONE A)=498.25
.. 12" GROWING 1,
MEDIUM
3:1 .5'
42" HANDRAIL
5' SIDEWALK
ROCK CHAMBER TO EXTEND 1LANDSCAPE BLOCK
TO EXISTING BAR RUN OR MORE 1 0' RETAINING WALL
1.0' MIN. DEPTH ON ROCK CHAMBER.
VARIES — 3'
1-1/2" CLEAN ROCK CHAMBER FULLY
ROUND ROCK ENCLOSED IN FILTER
FABRIC
STORM PLANTER I DETAIL
NTS
TOP OF BANK
ELEVATION =498.35
TOP OF BANK
FL ELEVATION = 498.35 ELEVATION =498.35
SIDE SLOPE WHEELSTOPS
(ZONE B) BOTTOM (FL) OF RAIN GARDEN
PAVING PER (ZONE A)=496.24 PAVING PER
PLAN PLAN
12" GROWING
/ MEDIUM 1
F I / ------------ v --
,4F
' : ,� ° � �''b`�,,�/�� �» `��{ { �"�. �� �•'{ � { C 7 � `� � ��• � � ��� � �- •.�•� �•'"' s�`` ,.'� ,,��r' } �'�°� /''''� '� ,' ' off' / / ,i'�'�,
oh-.� 1.,..,.�.. P `�,... �,,..,,...� ..as �.,,. j `` ��,t' y``4``•� ;i`````�/
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MATCH EXISTING GROUND { ;• s�
FF { ` 16.0' 7.0'
1-1/2" CLEAN ROCK CHAMBER FULLY NOTE:
ROUND ROCK ENCLOSED IN FILTER ROCK CHAMBER TO EXTEND
FABRIC TO EXISTING BAR RUN
1.0' MIN. DEPTH ON ROCK CHAMBER.
RAIN GARDEN DETAIL
NTS
NOTE:
FINAL DESIGN OF STORM MANAGEMENT FACILITIES TO BE COMPLETED
DURING BUILDING PERMIT PROCESS.
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CERTIFIED
011
HEATED "QRIGINAI.�
FLIP TOP FIBERGLASS ENCLOSURES:
SPECIFICATION:
The enclosure, certified to ASSE 1060, shall be of Hain. 1/8" tk. thixotropic polyes-
ter resin reinforced with fiberglass strand. Molded exteriors will be a smooth, yacht
quality finish, protected w/UV inhibited isopthalic polyester gel coat. Non -molded
products will utilize an "industrial" exterior texture, with the same gel coated finish,
Insulation shall be min. 11/4" tk. (R8), uni-cellular, non -wicking, polyisocyanate foa
Enclosure shall utilize a lockable flip top design, for maintenance access through lk
without removal of the entire unit. Molded product shall utilize an overlapping lid
seam design for weather proofing and vandal resistance. Drains shall be sized for fu
port backflow discharge and designed for "one way" exit, inhibiting intrusion of de-
bris and/or vermin. Enclosure shall be anchored to a concrete slab or GLASSPADT11
from within the enclosure w/steel anchors and require a single lock for security
purposes.
Heat will protect the piping and equipment from exterior temperatures to -30°F and
thermostatically controlled. UL or ETL listed self-regulating cable(s) or wall mount
air heater(s) will be sized to maintain the equipment at +40°F, in accordance with
N.F.P.A. 3-3.1.8 & 3-6.1.3.2..Heat source shall be mounted a minimum of 7" above
the slab unless it is UL or ETL certified and NEC approved for submersion. Power
source shall be installed inside the enclosure by others, protected with a ground foul
interrupting receptacle (GFI) or GFI circuit — ref. UL 943, N.E.M.A.3R.
Not Box wl Ofd Hot Box Inside inside Inside Heat Shipping- Pad Size GlassPad Olid GlassPad No.
Heat w/Heat Width l.en th Height
OPTIONS:
OPTION TYPE SIZE PHASE VOLTAGE QUANTI"F"Y
COLOR
VENT(S)
EXHAUST
ALARM µ
ALARM
HEAT
LIGHT(S)
OTHER
Job Name Contractor
Job Location Approval Date:
Engineer Contractor's P.O. No.
Approval Date: Representative
1 i I
N(
ii��iii�J
W11 KINS Reduced Pressure Principle Assembly
Dimensions & Weights (do not include pkg.)
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Wei ht
U)
W
Hi=011019022
HB.75
11
19
22
30V1t
30#
28 x 20
GG019027005
GP.75
HF013027023
HB1
13
27
23
60W
40#
36 x 22
GG021035005
GP1
HF013OP7035
HB1T
13
27
35
60W
50#
36 x 22
GG021035005
GP1
HF021033025
HB1.5
21
33
25
60W
60#
44 x 32
GG030042005,
GP1.5
HF013039028
HB2
13
39
28
90W
55#
50 x 24
GG021047005
GP2
HF013039036
HB2T
13
39
36
90W
65#
50 x 24
GG021047005
GP2
HF013047028
H132S
13
47
28
90W
70#
58 x 24
NIA
N/A
HF013047036
H132ST
13
47
36
90W
100#
58 x 24
N/A
N/A
HF026070045
HB3N
26
70
45
1000W
285#
82 x 38
N/A
N/A
HF026083045
HB3NS
26
83
45
1500W
365#
95 x 38
N/A
N/A
HF026070055
HB3E
26
70
55
150OW
375#
82 x 38
N/A
N/A
HF026083055
HB3ES
26
83
55
150OW
395#
95 x 38
N/A
NIA
HL035045035
HB3000
35
45
35
1000W
265#
57 x 47
GG046055005
GP3000
HL044053044
HB4000
44
53
44
1000W
290#
65 x 56
GG055063005
GP4000
HL052061052
HB5000
52
61
52
150OW
455#
74 x 64
GG063074005
GP5000
OPTIONS:
OPTION TYPE SIZE PHASE VOLTAGE QUANTI"F"Y
COLOR
VENT(S)
EXHAUST
ALARM µ
ALARM
HEAT
LIGHT(S)
OTHER
Job Name Contractor
Job Location Approval Date:
Engineer Contractor's P.O. No.
Approval Date: Representative
1 i I
N(
ii��iii�J
W11 KINS Reduced Pressure Principle Assembly
Dimensions & Weights (do not include pkg.)
turn industries, LLC I Wilkins Rev C
1747 Commerce Way, Paso Robles, GA U.S.A. 93446 Ph. 855-883-5876, Fax 805-238-5766 Date: 6/14
In Canada I Zurn Industries limited Document No. BF-975XL
3544 Nashua Drive, Mississauga, Ontario L4V 11.2 Ph. 905-405-8272, Fax 905-405-1292 Product No. Model 975XL
%VV~.ZUM.0*M Page 1 of 2
OVERHEAD 'B'
WITH FDC
24"x 2" 6: 0 OUTLET
IIL SA10 COLLECTOR CATCH 'IN AWG
J.
PROD. MAN. D6UG P. DWT. PAUL G. SCALE NONE
Gibson Steel gasiins
SINCE 872
DATE:: ?AIV: 23, 06 MODEL: =F10 -4.2H8-6 F5
1'
247 Wash hgfon St. Eugene, fir_ 97401 ph: (541)687 86`72 firxt 344-0207'
IOTE 9
/—NOTE 7
4"PVC-
TRAP
DRAIN—RITE W/ 4"
OUTLET
CONCRETE PAD
SLOPE TO GRATE
3" VENT PIPE
4"PVC
WASTE WATER
SERVICE LINE
TRAP DRAIN DETAIL
NOTE:
1. TIE IN VENT PIPE A
MINIMUM OF 8" DOWNSTREAM
FROM 90° FITTING AS SHOWN.
2. ADD AUTOMATIC P—TRAP
WATER FEEDER.
3' TRENCH
WIDTH
3' COVER
01
1'
FIRE
LINE DOMESTIC
WATER LINE
JOINT TRENCH DETAIL WATER SERVICE
NTS
NOTES:
1. Detector double check vault or enclosure shall be installed at
NOTE 5 z point of service , or in an alternate location approved by EWEB or
SUB for their respective service area, but no more than 10 feet
Nfrom point of service.
2. detector double check assemblymay be installed vertical)
Y Y,
provided that the assembly:
a) is internally spring loaded (not weighted checks)
b) is 4" or smaller
c) is recommended by the manufacturer for vertical installations
NOTE 9 d) has the normal flow upward
,T-
4.
.
3. All clearances apply to outside and in -building installations.
p pi 4. Insulation — freeze protection to be installed and/or heat source
to keep enclosure at a minimum temperature of 40°f (NEPA
13-4-5.4.1).
5. Bore—sighted drain to daylight.
6. Compacted gravel or undisturbed base.
7. a door or other access shall be provided.
8. All assemblies 242" and larger shall have flange supports.
9. All structures to comply with local codes.
DETECTOR DOUBLE CHECK ASSEMBLY 10. Fire department pumper connection per local fire code.
SUB — Neptune Meter or Badger Meter, cubic foot register with
2-1Z2 �� 10", AGROUND remote register.
NOT TO SCALE
A = EWEB remote reader and touch pad (provided by EWEB).
= SUB standard for remote register (provided by contractor).
1 = APPROVED DETECTOR DOUBLE CHECK ASSEMBLY INCLUDING
FACTORY SUPPLIED SHUTOFF VALVES.
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DIMENSIONS(approximate
q
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MODEL
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B
N
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wQ^W
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975XL
A
to
D
E
F
G
WITH BALL
SIZE
A4
VALVES
In. mm
in.
mm
in.
mm
In.
mm
I in.
mm
I in.
mm
in.
min
in.
mm
I Ibs.
kg
314 20
12
3+05
73/4
197
121/8
54
3
76
31/2
89
5
1271
161/8
410
12
5.5
1 25
13
330
73/4
197
2 118
54
3
76
31/2
89
5
127
173/8
441
14
6.4
11/4 32
17
432
1015/16
278
23/4
70
31/2
89
5
127
63/4
171
229/16
573
28
12.7
1 1/2 40
173/8
441
1015/16,
278
23/4
70
.31/21
89
5
127,63/4
171
241/161
611
28
12.7
2 50
18 112
470
11015/161
278
23/4
70
131121
89
1 5
127163/4
1711
261/2 1
673
1 34
15.4
turn industries, LLC I Wilkins Rev C
1747 Commerce Way, Paso Robles, GA U.S.A. 93446 Ph. 855-883-5876, Fax 805-238-5766 Date: 6/14
In Canada I Zurn Industries limited Document No. BF-975XL
3544 Nashua Drive, Mississauga, Ontario L4V 11.2 Ph. 905-405-8272, Fax 905-405-1292 Product No. Model 975XL
%VV~.ZUM.0*M Page 1 of 2
OVERHEAD 'B'
WITH FDC
24"x 2" 6: 0 OUTLET
IIL SA10 COLLECTOR CATCH 'IN AWG
J.
PROD. MAN. D6UG P. DWT. PAUL G. SCALE NONE
Gibson Steel gasiins
SINCE 872
DATE:: ?AIV: 23, 06 MODEL: =F10 -4.2H8-6 F5
1'
247 Wash hgfon St. Eugene, fir_ 97401 ph: (541)687 86`72 firxt 344-0207'
IOTE 9
/—NOTE 7
4"PVC-
TRAP
DRAIN—RITE W/ 4"
OUTLET
CONCRETE PAD
SLOPE TO GRATE
3" VENT PIPE
4"PVC
WASTE WATER
SERVICE LINE
TRAP DRAIN DETAIL
NOTE:
1. TIE IN VENT PIPE A
MINIMUM OF 8" DOWNSTREAM
FROM 90° FITTING AS SHOWN.
2. ADD AUTOMATIC P—TRAP
WATER FEEDER.
3' TRENCH
WIDTH
3' COVER
01
1'
FIRE
LINE DOMESTIC
WATER LINE
JOINT TRENCH DETAIL WATER SERVICE
NTS
NOTES:
1. Detector double check vault or enclosure shall be installed at
NOTE 5 z point of service , or in an alternate location approved by EWEB or
SUB for their respective service area, but no more than 10 feet
Nfrom point of service.
2. detector double check assemblymay be installed vertical)
Y Y,
provided that the assembly:
a) is internally spring loaded (not weighted checks)
b) is 4" or smaller
c) is recommended by the manufacturer for vertical installations
NOTE 9 d) has the normal flow upward
,T-
4.
.
3. All clearances apply to outside and in -building installations.
p pi 4. Insulation — freeze protection to be installed and/or heat source
to keep enclosure at a minimum temperature of 40°f (NEPA
13-4-5.4.1).
5. Bore—sighted drain to daylight.
6. Compacted gravel or undisturbed base.
7. a door or other access shall be provided.
8. All assemblies 242" and larger shall have flange supports.
9. All structures to comply with local codes.
DETECTOR DOUBLE CHECK ASSEMBLY 10. Fire department pumper connection per local fire code.
SUB — Neptune Meter or Badger Meter, cubic foot register with
2-1Z2 �� 10", AGROUND remote register.
NOT TO SCALE
A = EWEB remote reader and touch pad (provided by EWEB).
= SUB standard for remote register (provided by contractor).
1 = APPROVED DETECTOR DOUBLE CHECK ASSEMBLY INCLUDING
FACTORY SUPPLIED SHUTOFF VALVES.
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BLUE BACKGROUND
DISABLED PERSON PAVEMENT MARKING
NTS
4" WHITE PAVEMENT
STENCIL
WHITE BORDER
POLE MOUNTED
ADA SIGN
0
2" GALVANIZED
CAP
�— 12" X 16" SIGN
WHITE BORDER
ON BLUE BACKGROUND
WITH WHITE LETTERING
AND SYMBOL
2" ROUND
GALVANIZED
POST TREADED
ON ONE END
8.0'
A
7' -off
U -LINE 1 -LOOP WAVE
(U SHAPED) STYLE BIKE
RACK, W/BLACK POWDER`
COATING, OR EQUIVELANT.
2,-0f,
4"' THICK CONCRETE PAD
3,000 PSI MIX OVER 2"
CRUSHED ROCK.
BICYCLE PARKING DETAIL
NTS
2'
2'
CURB PER
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BICYCLE PARKING DETAIL
NTS
2'
2'
CURB PER
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PER PLAN
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PER PLAN
2'
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6"
(TYP.)
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4" WHITE STRIPE
SURFACE
PER PLAN
"
3,000 PSI
CONCRETE
p a°p
.°.
4" WHITE STRIPES
12"
811
BATTER
18" CONCRETE
2" ROUND
ACCESS AISLE
GALVANIZED
POST TREADED
ON ONE END
MONOLITHIC CURB
SIDEWALK
9
60" MIN.
(96" MIN. FOR VAN
POLE MOUNTED ADA W/VAN
NTS
ACCESSIBLE LOADING
ACCESSIBLE SIGN
DETAIL
PER ANSI A117.1)
N,TS,
DISABLED PARKING
DETAIL
NTS
LIGHT PAVEMENT SECTION DETAIL
NTS
3" LEVEL 2 HMAC 1/2"
AGGREGATE.
10" COMPACTED 3/4"-0
CRUSHED ROCK.
SUB -GRADE TO BE
COMPACTED AND
PROOF -ROLLED WITH
LOADED DUMP TRUCK UNTIL
THERE IS NO PUMPING OR
SIGNIFICANT DEFLECTION OF
SOIL.
HEAVY PAVEMENT S
NTS
WEIGHT.- 2200 s.
6' WHEEL STOP DETAIL
NTS
4" LEVEL 2 HMAC 1/2"
AGGREGATE.
12" COMPACTED 3/4"-0
CRUSHED ROCK.
SUB -GRADE TO BE
COMPACTED AND
PROOF -ROLLED WITH
LOADED DUMP TRUCK UNTIL
THERE IS NO PUMPING OR
SIGNIFICANT DEFLECTION OF
SOIL.
NOTES:
1. BASE ROCK TO BE COMPACTED TO 95%
OF THEORETICAL MAXIMUM DRY DENSITY OF
T-99 PROCTOR.
2. ASPHALT TO BE COMACTED TO 92% OF
RICE DENSITY.
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