HomeMy WebLinkAboutPlan, Tentative APPLICANT 6/3/2014 (3)EXISTMGR PAWMCs AREA
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SIGN FOR TACO TIME
(E) LA%C*CA=E O ` o O O 241 -ow TREE \ \ (F)
\ LANDSCAPE No TREE
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n (N) LANDSCAPE /
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(E) a' SIDEWALK (E) POLE LIGHTS
(E) c:1. ' 30' -0•
f (E) CUT TO DE 046MOI � C UR15 CUt
(E) CUT To REMOVED - ----mss 80. 5 6 ON ST=,=r=T
SIM FLAN
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SCALE : 1" = 10' -0"
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L.ECrt,4L 12ESCE91 IONL
MAP 11023344
Tax LL2t 2Q2. (Existing Taco Timm
Zoning: CC - Community Commmercia l
Owner: Aoyama Holdings
T,Ax_ Lot 10Q1 (Property to east of Taco Time)
zoning: CC - Community Commercial
Owner: Kemuri LLC
5 TE., ■ 1p" s
SITE AREA: 32,110 Sr-.
1BUILDINGS: 4800 S+F. 159'0
(I STORM
NEW TACO TIME 2166 Sr-,
(E) SUILDINGG 1550 Sr-.
(N) ADDITION 1084 S+F.
LANDSCAPING: 3126 S.F. IIZY0
(APPROX. i_ANDSCAPE WIT 4 M PAWM AREA 32%)
PAVIW-sAIJALKS: 22,400 S.F. _ '13.29`0
BASK.
VEHICLES:
RESTAURANT: 1:100 (2166) = 22
ftTAIL, : 1:300 X634) = 9
31 REQ'D
(E) SHARED PARKINCG/EASEMENT = i
SPACES PROVIDED = 41
51KES:
1:600 = 48$0/600 = 8 REQ'D
2 LOWG TERM /6 SHORT 'PERM
• SITE IS NOT IN THE TIME OF TRAVEL ZONE
• PROPOSED NUMBER OF EMPLOYEES:
NEW RETAIL T.I.: APPROX. 4
NEW TACO TIME: 5
m
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HARDWARE SCHEDUL.E
DOOR NOTES
GROUP "1
FRAME
1. ALL SURFACE MOUNTED CLOSERS/HINGES FOR THE
CLOSER
KAWNEER SAM 02 CONCEALED OVERHEAD
EXTERIOR DOORS SHALL BE INSTALLED ON THE
TYPE
SINGLE ACTING
INSIDE OF THE BUILDING.
PIVOTS
KAUNEER TOP OFFSET
RATING
LOCKS
KAUNEER CONTROLLER LOCKING SYSTEM
2. ALL EXITS ARE TO BE OPENA5LE FROM THE INSIDE
THRESHOLD
KAUNEER STANDARD 69 -139
WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE.
PULL/PUSH
KA NEER 0015 STYLE PULL, CP PUSH 0140 BRONZE
I HEAD
WEATHERSTRIP SINGLE ACTING "SEAL.AIR" WITH "EPDM"
3. TYPICAL 1/4" DOOR UNDERCUT, UNLESS NOTED
1
BLADE GASKET
OTHERWISE. ( UNDERCUT AT LABEL DOORS SHALL
SrNAGE
"DOOR TO REMAIN UNLOCKED DURING BUSINESS
CONFORM TO STATE FiRE MARSHALLS REQUIREMENTS 1
MTL
HOURS" I" LETTERS ON CONTRASTING BACKGROUND
-
ALUM
NOTE M
DOOR P IN I SI-i NOTE:3
GROUP 02
-
GROUPM
EXIT DEVICE BAR DOORMATIC
1. 1140 DARK BRONZE
CLOSER
KAWNEER L.CN2010, SINGLE ACTING
5
PIVOTS
KAUNEER OFFSET TYPE
2. PAINT DOOR AND FRAME TO MATCH P -1 ON THE
THRESHOLD
KAUNEER STANDARD b9 -139
EXTERIOR AND TO MATCH W -6 ON THE INTERIOR
PULL/PUSH
KAWNEER CO -9 PULL 040 DARK BRONZE
24/AS
WEATHERSTRIP SINGLE ACTING "SEALAIR" WITH "EPDM"
3. OAK VENEER 5 PLY SOLID CORE. STAIN TO MATCH OAK
NOTE *1,2,3
BLADE GASKET
TRIM + OAK DOOR FRAME. APPLY FILLER WITH TWO
13/4111
D
COATS OF POLYURETHANE. LIGHT SAND BETWEEN
GROUP 013
MTL
COATS, CAULK AT BASE OF DOOR FRAME BETWEEN
LOCKSET
SCHLAGE 040S ATHENS 626 FINISH
TILE AND DOOR FRAME. SEAL ALL EDGES.
STOP
BUILDERS BRASS WORKS '8061
_
BUTTS
STANLEY F55119, US260, 4 -1/2" X
4. PAINT GRADE 5 PLY SOLID CORE.
2' - 6 "xb' -8"
4- 1/2 ",1 -1/2" PRS. 1 -1/2 ".
APPLY FILLER WITH TWO COATS ENAMEL
CLOSER
LCN 014011 N DEL AN SMOOTHEE
PAINT EACH SIDE. PAINT P -1.
KICKPLATE
(2) BUILDERS BRASS WORKS, 12" Hx 32" W. PR
T.F.
SIGN
I- "MEN", I- "WOMEN".
5. PREFINiSHED TIMELY FRAME. COLOR BY ARCHITECT
ACCESSORIES COAT HOOK ON INSIDE OF DOOR
NOTE 03
GROUP 014
3'- 0 "x6' -8"
13/4"
LOCKSET
SC 4LAGE 0120, ATHENS, 626
NOTE 013
-
-
FINISH
I NOTE i13
10/
BUTTS
STANLEY FBB119, US260, 4 -1/2" X
NOTE 013
NOTE 013
6
V- 011x6' -8"
4-1/211,1-1/2" PRS. 1 -1/2"
WD.
NOTE 013
S.C.
CLOSER
LCN 014040 CUBA -N -STOP, SURFACE
WO
NOTE 013
10/
7
MOUNTED
-13/411
13/4"
A
ALUMINOTEM
THRESHOLD
PEMKO 200 -5AV
1/4" TEMP
I -
IALUM
WEATHERSTRIP PEMKO 306AV
1 I /Al
1 /Al
-
KICKPLATE
. BUILDERS BRASS WORKS 12 "H x 32 1W.
8
3' -0 11x60 -8"
13/411
PEEP HOLE
R5 ENTERPRISES MG -GRAY, 1 -800 452 -5216 AT 5' -0°
NOTE 031
S.C.
OAK OVER TRIM
EACH SIDE
DOOR MONITOR R5 ENTERPRISES, MONITOR 5000
I WD
NOTE 013
101
10/
- IGRoupoi
NOTE: W.M.: HOLLOW METAL T.S.: TIMELY FRAME
2X41i2 " ALUM.
GROUP 015
DOOR FRAME
LOCKSET
SCHLAGE DSOPD AT14ENS 626 FINISH
BUTTS
STANLEY F55119, US26D, 4 -1/2" X
4 -1/2 ", 1 -1/2" PRS.
STOP
BUILDERS BRASS WORKS 018061, ALUI 1.
KICKPLATE
(2) BUILDERS BRASS WORKS 12 "14. x 32 "W. PR
GROUP %
iNT, DOOR HEADIER
CLOSER
KAWNEER HUSKY DOUBLE ACTING CONCEALED
-
Al
OVERHEAD
SCALE 1 1/2" = 1' -011
PIVOTS
KAUNEER BOTTOM CENTER PIVOT
PUSH
CP PUSH %0 BRONZE BACK TO BACK
GROUP 01.1
PUSH PLATE
BUILDERS BRASS WORKS 0169, ALUM.
PULL
BUILDERS BRASS WOWS %S -N, ALUM.
5UTTS
STANELY FE3E311% U926D, 41/2 "x4l z 1!
11/2 11 PRS.
STOP
5UILDERS BRASS WORK 01FOO&I
CLOSER
LCN SMOOTHEE 01401 N DEL AL
KICKPLATE
(2) 5UiLDERS BRASS WORKS 12 "H. x 32"W. PR
1 2
:r t
r
it)
Q
WO
11 -/ 11
Q
\X -
cn �
no
1 2 2 3 4 5
1 401
rn
FiN. GiRADE AT DRIVE -UP
ELEV. OF TOP OF SLAB
D E F
WINDOW TYK'E'S
N
"T
R =2' -10
-
-
cn �
_W_
cn —
ELEV. OF TOP OF SLAB
E A5
al
9
WINDOW NOTES #
I. ALL ALUM. FRAMES TO BE KAWNEER TRIFA5
451/WINDOW MASTER OR APPROVED EQUAL. FRAMES TO
HAVE A BRONZE ANODIZED FINISH UNLESS SPECIFIED
OTHERWISE.
2. ALL GLASS TO BE DOUBLE GLAZED 1/4" PLATE WITH
1/2" AIR SPACE UNLESS SPECIFIED OTHERWISE.
3. PASS -THRU WINDOW MANUFACTURED BY READY ACCESS
"FLUSH MOUNT 1" OR EQUIV. AS SHOWN
DOOR 6CHEDULE
MARK
DOOR
FRAME
HARDWARE
REMARKS
EACH SIDE UNLLESS NOTED.
E
TYPE
MAT'L
FINISH
CORE
GLASS
RATING
MAT'L
FINISH
EXTERIOR FACE ad NAiLS 6" O.C. EDGES
DETAIL
PLATE W/ 10d NAILS 4" O.C. STAGGERED.
'
OPENING
THICK.
I HEAD
JAMB
THSHD
1
6' -0 1100 -0"
13/4"
A
MTL
NOTE 01
MTL
1/4" TEMP
-
ALUM
NOTE M
23/
13/A5
-
GROUPM
NOTE 012,3
2
3' -0 1100 -0"
13/411
5
MTL
NOTE 01
MTL
1/4" TEMP
-
ALUril
NOTE '1
10 /52
24/AS
_
GROUP012
NOTE *1,2,3
3
3'-6 "x10 -0"
13/4111
D
MTL
NOTE °2
MTL
-
-
W.M.
NOTE 012
11LAS
IWAS
_
GROUP04
NOTE 012,3
4
2' - 6 "xb' -8"
13/411
E
WD.
INoTr= 014
B.G.
-
-
T.F.
NOTE 115
-
GROUF S
NOTE 03
5
3'- 0 "x6' -8"
13/4"
E
WD.
NOTE 013
-
-
WD
I NOTE i13
10/
-
-
C- ROUP0M3
GROUP013
NOTE 013
NOTE 013
6
V- 011x6' -8"
E
WD.
NOTE 013
S.C.
-
-
WO
NOTE 013
10/
7
6'- 011x1' -0"
-13/411
13/4"
A
ALUMINOTEM
I
MTL
1/4" TEMP
I -
IALUM
NOTE 011
1 I /Al
1 /Al
-
GROUP%
OPTIONAL DOOR
8
3' -0 11x60 -8"
13/411
C
WD.
NOTE 031
S.C.
1/4" TEMP
I -
I WD
NOTE 013
101
10/
- IGRoupoi
NOTE: W.M.: HOLLOW METAL T.S.: TIMELY FRAME
U
\� I
0
CO
i'- O "X1'- O"X1j411
TEMP. VISION PANEL
DOOR TYPES
64' -3"
2
FURRED 2xb PLUM5ING WALL A4 10' -0" V-0 1/2"
12' -2 1/2"
5 1/2" 4' -811 13 5 1/2" rJ' 1/211
6
A5 A4
elm.
XXXXXXXXX77 %=V
_
OKI
\ ° 111 iQ 5 1/2�O:)MIN5 ME 5 VE 5T i 5UL. E
/5
nil
7
A2
108 6
STORAG -
6 RECESSED 5 %0
4 107 A FiRE EXTINGUISHER A2- - <�> PREP. AREA CABINET
A5
r
1 1
9 - - - -- --� 8 112 IM _
O N
A2 1 ACH. -8 9 A5
i9
31/2" A2 A5 I -
1 5 /.2" '
_ 3 5 1{ 1 -111 Q i Q 11 , Cq
A5 A5 ( -T .v cq
I
j� 4
MOP 81NK 106 20 4
W/H PLATFORM 4 A5 A2 -
Q OFFICE _ _ CA
A5 SURFACE MOUNT 104 Q
— FiRE EXTINGUISHER '
2 SERVICE
O
AREA
I `� I 105 U 102
I i 2 COOKING A2 SALES AR
C
E44
OOLER AREA •
VERIFY DIMENSIONS 1' -1011 3" 6 5
WITH Ea C. '
cn ,
LINE OF HOOD ... .
1 ABOVE rn _
b'
• _1 cn
' 103. .. ..............
. A
PROVIDE 22 GA
STAINLESS STEEL - -
3 5ACKSPLASH AT I
A4 COOKTOP WALLS I ,n
5 1/2" 5 1!2 ° 5 1/2" 611 10°
I
1
4' -1 112" CRITICAL DIMENSION CRITICAL DIMENSION 41_g1,
VERIFY WI K.E.C. VERIFY W/ K.E.C.
23' -2 1/211
16
A5
cn
N
•
5
N
5' --111
WALL. TYPES
il::�E Y NOTES <f>
TYPICAL INTERIOR STUD WALL
in height, a structurally integrated portion of the
2x STUDS 16" O.C. 5/8" TYPE 'X' GYP.50.
GENERAL. NOTES
EACH SIDE UNLLESS NOTED.
TYPICAL EXTERIOR STUD WALL
1. 3 1/2" SOUND INSULATION BATT IN OFFICE AND BATHROOM WALLS
?�XXXX SHEAR WALL 1, „
2xro STUDS 16 O.C. WI i/2 COX PLYWD
2. FIRE EXTi>`�UISHERS SHALL � 10 POUND ABC
(VERIFY LOCATION WITH Fib MARSHALL
2xb STUDS 1611 O.C. W1 1/211 COX PLYWO.
2. KITCHEN AND BATHROOM FLR. TO SLOPE TO FLR. DRAINS
10" O.G. MELD 5LOCK ALL PANEL EDGES
SHEET A2 AND SPECIFICATIONS.
EXTERIOR FACE ad NAiLS 6" O.C. EDGES
3. CONFIRM SEATING LAYOUT DIMENSIONS FOR CANTILERERED
PLATE W/ 10d NAILS 4" O.C. STAGGERED.
'
10" O.C. FiELD, 5LOCK ALL PANEL EDGES
BRACKETS WITH EQ. CONTRACTOR
NON - COMBUSTIBLE 1 -HR WALL
W1 2x6. EXTERIOR FINISH MALL CONSIST
HANDICAP NOTES
GYP.SD. APPLIED AT RiGHT ANGLES EACH
L RESTROOMS TO MEET ALL REQUIRED HANDICAP CODES:
OF E IFS OVER EPS FOAM INSULATION
4# 5 NOT USED
1" TYPE S DRYWALL SCREWS 8" O.C. TO
LAVATORY.
MECHANICALLY FASTENED OVER APPROVED
S. RIM OF LAVATORY To BE 34" MAX.
AND INTERMEDIA'T'E STUDS. STAGGER ALL
C. 29" MIN. CLEARANCE UNDER LAVATORY
MOISTURE PENETRATION AND DRAINAGE
6. CURB 5Y G.C. CABINETS BY K.E.C. SEE K -6 DTL 0120/A5
11
SHEET OVER 112 CDX PL'Y'WD. SHEATHING
1. NICHE V -6 1/2" AF.F., SEE INT ELEVATIONS
TYPICAL INTERIOR STUD WALL
in height, a structurally integrated portion of the
2x STUDS 16" O.C. 5/8" TYPE 'X' GYP.50.
GENERAL. NOTES
EACH SIDE UNLLESS NOTED.
L REFER TO K SHEETS FOR KITCHEN AND SEATiNG EQUIPMENT INFO.
?�XXXX SHEAR WALL 1, „
2xro STUDS 16 O.C. WI i/2 COX PLYWD
2. FIRE EXTi>`�UISHERS SHALL � 10 POUND ABC
(VERIFY LOCATION WITH Fib MARSHALL
EACH FACE Sd NAILS 6" O.C. EDGES
3. VERIFY LOCATIONS OF RECESSED BATHROOM FiXTUREs SEE
10" O.G. MELD 5LOCK ALL PANEL EDGES
SHEET A2 AND SPECIFICATIONS.
W/ 2xb. NAIL ROOF DIAPHRAC:M INTO TOP
FURNITURE LAYOUT AND CA5INET DESIGN SHALL
PLATE W/ 10d NAILS 4" O.C. STAGGERED.
COMPLY WITH OSSC SECTION 110921. RESTAURANTS
.T .�
AND CAFETERIAS
NON - COMBUSTIBLE 1 -HR WALL
GA FILE WP 1200: ONE LAYER 5/8" TYPE 'X'
HANDICAP NOTES
GYP.SD. APPLIED AT RiGHT ANGLES EACH
L RESTROOMS TO MEET ALL REQUIRED HANDICAP CODES:
SiDE OF 3 5/8" METAL STUDS 24" O.G. W/
A. INSULATE EXPOSED WASTE AND HOT WATER PIPES UNDER
1" TYPE S DRYWALL SCREWS 8" O.C. TO
LAVATORY.
VERTICAL EDGES AND 12" O.C. TO RUNNERS
S. RIM OF LAVATORY To BE 34" MAX.
AND INTERMEDIA'T'E STUDS. STAGGER ALL
C. 29" MIN. CLEARANCE UNDER LAVATORY
JOINTS 24" MiN ON EACH SIDE.
D. 50TTOM OF MIRROR TO BE MOUNTED AT 38"
i
23' -8 1/2"
81-511
v AN
Vy
11 -311
51/21,
SEATING LAYOUT
SEE SHEET K-1 FOR
DINING AREA
rl 2
AS / 0-4
1 11
51-611 4
e 1
o, o
23' -11"
rl 5
AS
14
A5
_ o
e
g1 --111
E. MOUNT TOILET PAPER 14OLDER AS SPECIFIED ON SHEET A2
F. 6RA5 5ARS TO BE MOUNTED PER SHEET A2 AND DETAIL 11 /A5
2. DOOR HARDWARE TO BE MOUNTED 30" TO 44" HIGH AND
AND SHALL BE OPERATED WITH A MAX. PRESSURE OF 850
FOR EXTERIOR DOORS AND SA FOR INTERIOR DOORS.
1109.2.9.1 Dining surfaces. Where dining surfaces
for the consumption of food or drink are provided, at
least 5 percent, but not less than one, of the dining
surfaces for the seating and standing spaces shall be
accessible and be distributed throughout the facility
and located on a level accessed by an accessible
route. Where a bar or counter is provided for
consumption of food or drink exceeding 34 inches
in height, a structurally integrated portion of the
_ Fain bar or counter shall be provided, a
minimum 60 inches long or 5 percent of the
length, whichever is greater, and 28 to 34 inches
high. Clear floor space for forward approach and
Knee and tore clearance shall be provided.
Flip -up counters, adjacent tables and similar
`--
devices shall not be permitted to satisfy this
requirement.
1
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A4 �
cct
1 ( _
A4
1
5 11211
13
A5 -'
to
N
WALL KEY
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3
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4
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1
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1
1
1
1
4L
A3 SCALE: 141 8 11 -011
T P -4
4 FACED PAN WITH
11 SEE SN.T. SN1
SCALE: 1/411=11 -011
KE*",r- NOTE5:
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GENERAL NOTES
EXTERIOR INSULATION AND FINISH SYSTEM,
TEXTURE TO 5E FREESTYLE (SPANISH)
�
�R TO �� SN-I, VERIFY WITH OWNER
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I. PROVIDE 4-0 INSTALL 6" HIGH ALUM. ADDRESS
NUMBERS. INSTALL 80 THEY ARE VISIBLE FROM STREET.
FORMED METAL ROOF 5Y METILE, CUSTOM COLOR
MATCH SEE SPECFICATIONS FOR MORE
%
OPTIONAL NEON 5ANOS, R ; R TO SHEET SN -1
TO -4 P -3. INFO.
CLOCK, EXTERIOR MENU $pARp3 AND SICaNACsE.
TWO BANDS VERIFY WITH OWNER
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• �
1211 WIDE RECESSED ACCENT 5ANO, SEE DETAIL
< $ >
ROOF LIGHTS, REFER TO "E" SWEETS
AND COLORS,
21/A5, PAINT P -4
000
4
PERMANENT STL LADDER, PAINT TO MATCH
P EXTEND 3011 ABOVE PARAPET, 14" WIDE MIN.
9
OPTIONAL EXTERIOR LIGHTS, PAINT FIXTURE
TO MATC 4 P -3,
co
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-1.
cu
WITH 14" MAX. SPACINCs FOR RUNGS -
5
CUSTOM E Pb. CORNICE SEE DETAIL 4/Al
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CONTACT: WESTERN INSULFOAM
1215 W tat, DALLES, OR S1000 - (503)298 -4136
OR NORTHWEST FOAM, 19556 S.W. 90TH CT.
TUALITIN , OR 91062 - (503)6W -16'12
OR THE ASSOCIATION OF FOAM MANUFACTURERS
PHONE A 1 -SM- 255 -0116
EXTERIOR FAINT GOLOR5
P -1 EXTERIOR BLIILDINCs PAINT: TACOTIME BEIGE
(BASE COLOR FOR E.IPSj
P -2 EXTERIOR $UILDINICs PAINT: TACOTIME WHItE
P -3 EXTERIOR BUILDING PAINT: TACOTIME RED
P -4 EXTERIOR SUILDINCs PAINT: TACOTIME GREEN
AST ELEVATION
sourN ELEVATION
-1L/ r ' %.-*rT IV W t.- .
PIPE, FILL SOLLARD W/
CONCRETE
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GENERAL NOTES
L
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I. PROVIDE 4-0 INSTALL 6" HIGH ALUM. ADDRESS
NUMBERS. INSTALL 80 THEY ARE VISIBLE FROM STREET.
2. REFER TO SHEET SNi FOR DETAILS AND I#OJ"A710N
ICY
CLOCK, EXTERIOR MENU $pARp3 AND SICaNACsE.
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3. REFER TO SPECIFICATIONS FOR PAINT FORMULAS
..
AND COLORS,
EXTERIOR FAINT GOLOR5
P -1 EXTERIOR BLIILDINCs PAINT: TACOTIME BEIGE
(BASE COLOR FOR E.IPSj
P -2 EXTERIOR $UILDINICs PAINT: TACOTIME WHItE
P -3 EXTERIOR BUILDING PAINT: TACOTIME RED
P -4 EXTERIOR SUILDINCs PAINT: TACOTIME GREEN
AST ELEVATION
sourN ELEVATION
-1L/ r ' %.-*rT IV W t.- .
PIPE, FILL SOLLARD W/
CONCRETE
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BURGER KING i �
L.
CV DHDI IP UAAl UW
C14
................. ......... .. . ...............
..........
. .........
........... . ..... .........
EX 1" WATER METER
PROVIDE 1 1/2
DOMESTIC METER
EX 1 * WATER METER
PROVIDE 1 1/2* IRRIGA+N
METER W/ BACKFLOW DEVICE
REMAINING METERS TO B
REMOVED BY S.U.B.
NEW GAS LINE
TO BE VKUVIUtU
BY N W NATURAL
P-q
CU
2 it
A
------ =amt..
Z&t-.• 1=20 *
20* 0 20* 40
SEEM
CD CONSTRUCTION NOTES
8" FL IN (E)=499.30 L t 91. ADJUST RIM TO MATCH PROPOSED FINISHED GRADE.
145. UTILITIES TO BE RELOCATED BY OTHERS. CONTRACTOR TO
8" FL IN (S)=499-.4U-
T COORDINATE WITH SPRINGFIELD UTILITY BOARD. - - `' � I \ t` ` -T 8" FL OUT (208. CONNECT TO EXISTING STUB.
RIM ELEV.=
7 -1-1- 7 T
T T --T
209. CONNECT TO EXISTING MANHOLE.
210. CONNECT TO EXISTING PIPE. KOR-N-TEE 4* TAP INTO
EX 8" PIPE.
211. REMOVE EXISTING CURB INLET.
215. CONST WASTE WATER DRAIN AS PER DETAIL. REFER TO
EX PRIVATE ST MH
ST MH #1 8" FL IN (N)=505.21 91 209 SHEET C5.
400 26 LF 250. CONST STD CLEANOUT ON 6" PIPE WITH CAST IRON LID.
NEW 8" FL IN (W)=505.21 490
S=0.40 251. CONST STD CLEANOUT ON 8" PIPE WITH CAST IRON LID.
2" SLEEVE FOR 10" FL OUT (S)=505.11
CB #6 416 IRRIGATION CONTROL RIM ELEV.=508-01 252. CONST STD CLEANOUT ON 10* PIPE WITH CAST IRON LID.
',�,'\ST FILTER #2
ELBOW IRES. JARGE WEEP cp 41 0 279. CONST 6" PVC WASTEWATER PIPE, ASTM D3034 WITH % c RUBBER GASKET JOINTS AND TRACER WIRE.
REQUIRED., 145 416 CB 9 EX P BLIC Cl
s 145 (��l 8 LF 10 1 7 21 400, CONST STD STORM DRAINAGE MANHOLE.
158 LF N (N)=501.97
490 S 0 9p, 410. CONST STORMFILTER MANHOLE SYSTEM AS PER DETAIL.
0
S=0.59% 8 LF 10 IN (S) 501.9r7
480 REFER TO SHEET C6.
12 S=l 1.00% 12* FL UT (S)=501.97\
'Q= , 480 - L -- -1��-L _ _ _ - 415. CONST STD CATCH BASIN WITH BIKE PROOF GRATE
nng --------- -- -----
WATER, q'
PHONE
SERVIC E
1-1/2
GAS
515) 32
C13 #5
416 jL%
I !
o
220 LF
0.50
N I
33 LF
27
-CB #4
41
10.0'
+u.J.E.
FILTER #1
km
W
4 0
gas
C/)
C14
T
rill
--- -----------
I �-�ELE. M�ETER�
REFER TO
SHEET MOAA
84 LF :4D99
�ASM�ETER_
REFER TO
SHEET M1.1
% ow-
MONOMER
33 LF
S=2.077C79
I - --- I I v ve m- RIM EL .=505.76 5 1
......... ....... ... ............................................ ....................... ...................................... . . . ..... ....... AS PER CITY OF SPRINGFIELD STD DWG #4-11.
416. CONST STD DUAL CHAMBER CATCH BASIN WITH BIKE
- --------- PROOF GRATE AS PER DETAIL. REFER TO SHEET C6.
479. CONST 6" ROOF DRAIN PIPE.
Fn 10
480. CONST 8" STORM DRAIN PIPE, ASTM D3034 WITH
• RUBBER GASKET JOINTS AND TRACER WIRE.
481. CONST 10" STORM DRAIN PIPE, ASTM D3034 WITH
44 LF
480 14 tf- RUBBER GASKET JOINTS AND TRACER WIRE.
CB R S=3.00% S=2.00% 479 3T
k*416 V 4,90. REPLACE EXISTING 10" STORM PIPE, USE NOTE 481 Mmx 415
FOR NEW PIPE MATERIAL.
............................ ...........
8 LF 4�99. CONST 1-1/2- TYPE K SOFT COPPER PIPE.
479 350 LF 83 LF S=2.0%
501. CONST 4v D.I. WATER PIPE CLASS 51, WITH MEGALUGS.
%
480 =0.60 145 1
8 LF 506. CONST 4* GATE VALVE WITH RETAINER GLANDS.
279 '-7
S= 11.00% 5n CONST 8" GATE VALVE WITH RETAINER GLANDS.
RD
5 x
A
CONST 8" 4" TEE WITH RETAINER GLANDS AND THRUST
165 LF
480
BLOCK.
. I I . I
a 51 INSTALL 1-1/2" WATER METER WITH VAULT AS PER DETAIL.
79 CB #8
416 REFER TO SHEET C5. BACKFLOW PROTECTIONS AS REQUIRED.
18 LF
S=2.0% 14.0' C4C� INSTALL A" DOUBLE ULIL%.oIIUI'4 k.#nLkor% ASSEMBLY, Z)LKILZ�
P.U.E.
WALGREENS
709 WITH FIRE DEPARTMENT CONNECTION (FDC). REFER TO
18 LF
i
479 P.U.E.
Q IV DETAIL ON SHEET C5. DETECTOR NEEDS TO REGISTER FLOW
1=2.0% THRI I AR MAT 516 IN "CUBIC FEET".
208 ...... STORM
DRAINAGE STRUCTURE TABLE
.............................
LF cq CB #1 CB #6
RD % S=2.00% 279 8" FL OUT=506.03 8" FL OUT=505.97
GRATE=507.86
GRATE=507.67
18 LF 10 LF
S=2.0% S=2.0 279
A 50 11 1
co CB #2 CB #7
8" FL OUT=506.04 8 FL OUT=505.71
215
EX PUBLIC WW MH
91 GRATE=507.84 GRATE=507.38
8" FL IN (E)=498-97
co 1
8" FL OUT (W)=498.65
t7i 20 250
RIM ELEV.=509.05 1100
CB #3 CB #8
.00%
8" FL OUT=505.95 8" FL OUT=505.59
PROPOSED ELE. GRATE=507.78
GRATE=507.42
TRANSFORMER
479
20 LF TO BE INSTALLED
CB #4 CB #9
Jr
S=2.0%
BY S.U.B.
8" FL OUT=505.73
8" FL OUT=503.42
GRATE=507.40 GRATE=505.25
RD
7.0
CB #5 CO #1
I..'' E
....... ........ ........ . ........ ................................................ 8" FL OUT=505.55 8" FL OUT=505.87 a.
P.U.E.
GRATE=507.22 RIM ELEV.=508.38
41 LF
480
%oD I ST FILTER #1
ST MH #1
416 T
8"FL IN =505.10 8" FL IN=505.85
10 FL IN =505.00 10" FL OUT=505.75
1 0"I'L OUT=502.90 RIM ELEV.=508.18
B 2 125 T 49 9
I�
� RIM EL=507.93
t16
...... ST FILTER #2
97 1 F i n"m IN- 0
LJ rA A'7
W
...........
480
1 O"FL OUT=501.97
RIM EL.=505.41
SLxO
WASTEWATER... STRUCTURE TABLE
W- W--
............. ....................... ................. ... ....... ................ .......................... .............. ............................................. ........ ................................................
:\ ..... ...... er ........................................................................... .............. .......... ...........
WW co #1
licL
OUT (N)=499.42
io Ir EX 1-1 RIM / LLLv-=uvo.v
S =0.50% 481 WATER METER
45 EX Cl
10 IN W =503.30
- 10" FL IN_UE=503.30
10" FL OUT (N)=503.20
TC=507.50
cp S. 58 t Street
C?
..
. . ........
.
.. "..,..,..n,. ---- . ..... . ..... . ..... . ..... . .....
EX►SfiN6 CoNG1T1ONS
0�
........ .................................................................................................................................
a
(D
fr
=3
V) Lij
86
•
up
C) (m= E
N
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vot . 0;
c" 0
0
V) O�� - rj') 00 E
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0
Q
Lu W) S
m , 0
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AREA Bl
A = 0.23 AC
Qp 0.43 cfs
-.00
AREA B
A =0.19 AC
Qp = 0.36 cfs
4u
..A' i ui
TACO TIME
A =0.86 AC
Op = 1.63 cfs
II
I)
SCALE 1 *=60'
L
Aster Street
- ::::::= 12"Su
...... Is .. Now"
AREA A
A =0.44 AC
Op 0.83 cfs
EXISTING DRAINAGE AREAS
AREA A = 0.44 AC
AREA B = 0.41 AC
AREA C = 0.59 AC
AREA FLOWS
AREA A = Qe = 0.90(2.10)0.44 = 0.83 cfs
AREA B = Qe = 0.90(2.10)0.41 0.77 cfs
AREA C = Qe = 0.90(2.10)0.59 = 1.12 cfs
EXISTING SITE CONDITIONS
SCALE 1'° =60'
......... . . . . . . . .
TACO TIME
A 0.04 AC
Qp 0.08 cfs
TACO TIME
A = 0.41 AC
Qp 0.77 cfs
PROPOSED SITE CONDITIONS
BURGER KING
A = 1.04 AC
Qp = 1.97 cfs
I Ill A* & 0 It •
[v MI) 0143 3 lie 11 tz-3 Quff w"l 93"ITS9
AREA 1
- 0.286 AC
AREA 2
- 0.125 AC
AREA 3
- 0.218 AC
AREA 4
- 0.078 AC
AREA 5
- 0.173 AC
AREA 6
- 0.396 AC
AREA 7
- 0.181 AC
AREA FLOSS
FLOWS ARE CALCULATED BY USE OF RATIONAL
METHOD WHERE Q = CIA. FROM EAST SPRINGFIELD
DRAINAGE STUDY:
C = 0.90 FOR COMMERCIAL SITES
1 = 2.10 FOR 5 YR 10 MIN. STORM EVENT
1 = 3.40 FOR 25 YR 10 MIN. STORM EVENT
5-YEAR EVENT
AREA 1 - Q = 0.90(2.10)0.286 = 0.54 cfs
AREA 2 - Q = 0.90(2.10)0.125 = 0.24 cfs
AREA 3 - Q = 0.90(2.10)0.218 = 0.41 cfs
AREA 4 - Q = 0.90(2.10)0.078 = 0.15 cfs
AREA 5 - Q = 0.90(2.10)0.173 = 0.33 cfs
AREA 6 - Q = 0.90(2.10)0.396 = 0.75 cfs
AREA 7 - Q = 0.90(2.10)0.181 = 0.34 cfs
25-YEAR EVENT
AREA 1 - Q = 0.90(3.40)0.286 = 0.88 cfs
AREA 2 - = =
. . 0.38 cfs
AREA 3 - Q = 0.90(3.40)0.218 = 0.67 cfs
AREA 4 - Q = 0.90(3.40)0.078 = 0.24 cfs
AREA 5 - Q = 0.90(3.40)0.173 = 0.53 cfs
AREA 6 - Q = 0.90(3.40)0.396 = 1.21 cfs
AREA 7 - Q = 0.90(3.40)0.181 = 0.55 cfs
SYSTEM COMPARISON
.11
EXISTING SYSTEM A = Q = 0.90(2.10)1.04 = 1.97 cfs
PROPOSED FLOW TO EXISTING SYSTEM A = 1.67 cfs
EXISTING SYSTEM B = Q = 0.90(2.10)0.415 = 0.79 cfs
PROPOSED FLOW TO EXISTING SYSTEM B = 1.09 cfs
THE PROPOSED DEVELOPMENT WILL CONTRIBUTE THE SAME
TOTAL FLOW TO THE EXISTING SYSTEMS. DUE TO SYSTEM
CONFIGURATION, 0.30 cfs WILL BE ROUTED FURTHER
DOWNSTREAM THAN IT'S CURRENT FLOW PATTERN. THE
STORMFILTER MANHOLE UNITS WILL ADD A WATER QUALITY
FEATURE TO THE SYSTEM WHICH CURRENTLY HAS NO WATER
QUALITY FEATURES, THUS INCREASING WATER QUALITY IN THE
AREA.
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