HomeMy WebLinkAbout05D1786/ /EXIST
A PORTION OF THE NE 114 OF SECTION 19, T21 N, R5E, W.M. ' �° W
/
/ W y
EXIST. W
/ , y
, // / / / / / REMOVE
/ E
SEAL
EXISTING YERA&
/. 8 MAIN, AS
/ ST NDARD TIONS -
/ 5,
i E NT
'•��CEMENT CONCRETE
JIDEWALK PATCH
5'' W HM, KACK CHAIN
L94K. FENCE-_=
R-4 ZONE
N00' 18'07"E
RO9. 45'
10' EASEMENT
5RECORDING NO. 5,55224
PAVEMENT
PATCH (&
R-4 ZONE
10' EASEMENT
RECORDING NO. 5552245
oho
4i
CITY 0I AUBURN rq VICINITY MAP . , ; ; E ISTIN
E TRUDE CURB
P. R-4 ZONE
15
00
41
/ ,Y J, J, y ,Y J, J, J, ,L L
/
D v
1 EAEMNT y 14. 41
RLORIING N0. 850'�0 0�15
W 2� W W W W R4 ZONE '
y + W y y
EXIST`. / // /// // \ 0
SIGN / / / / ' / / / / / ,'' I �..: v 4. y y y y .� y y y C4
REPLACE EXISTING WATER METER LLl
WITH NEW 2" WATER METER.
W ILI W W W NEW CEMENT
EXIST FDC W � y W � �' CONCRETE SIDEWALK
r N00' 15' 19 "E 253.12'
vs,
i
C-1
NE
S00' 12'30 "W 152.2000
co
w
C3 ZONE N
v7
MEN I x----x-b x x x
W y y
Cn
LLJ
EXISTING CHURCH , / , / / 00
I —ZONE %'' ; /�XIST.I N cn
/SIGN r
/ EX. HYD.
Z
' t /f'°��✓' / / Cp
REMOVE I. m X ;Ali; tv
`/ " , ;� UT & STING
EX. AVING PAVE
I ✓, PAVING, PA & o
lA= I &SEAL, �. ''.., SEAL MATCH X. PAV NT Q
PAVEM E / r
- `, �►.O.�p /�° r%,d"r+°'°"`'' °. s' 'r f.''° '' •:l �..0 ' / , /
',ref
00
S00' 12'367v 100.00
LA-iAMP. EXISTING 8" WATER
2
1
_
STANDARD
A 4'
SPECIFICATIONS,
MAINTAIN 12"
MINIMUM CL
RANCE BETWEEN
N
STORM LINES
AND PROVIDE 42
�o
MINIMUM CO ERAGE R - Z O E
_i M0x, c alt
Y t 50 LF
4+
AS DETE 2
I N EE) B`( TWIC
EXISTING WATER
ry
CtTy OF A
e>u RN
METERS T
CAPPED OFF AT
y
STREET (TYP. 4
2:150
PLACES)
-�
REFERENCE
�n
OINT (0,0)
2.
». , »
12" D
12" W
NOTE: SIDE SEWERS FROM
PLUGGED AT THE PROPERTY LINE
PER CITY OF AUBURN STANDARDS.
c
CB
BEFORE DIGGING, CONTACT UTILITY LOCATE:
1-800-424-5555
-PAVEMENT
PATCH
CEMENT CONCRETE
SIDEWALK PATCH
.. CLEAN OUTS; z�,`
s
PLUMBING
10' ^, STUB . r ' rfi rt r f O S00' 12'29 "IN 153. 09'
..,
EMENT IE=108.50 ADDI�`IOiF f 4 2" ASPHALT CONCRETE PAVEMENT
C. NO.
,.� �As, .•- � O°�D� A CL. 'B' OVER 2" CRUSHED SURFACING ..
8067250696 �,r.. TOPCOURSE. TYPICAL
r FUTURE FLOOR t, c00 ( ) ® tv~4
O ELEVATION 111.00
CLEAN OUT STUB LEAN o R - 3 ZONE
�p IE=108.00 y UT OO ms CEM. CONC.
EXTRUDED CURB
TYPICAL
11j,
NEW 6 SANITARY SIDE
o "Y,. :,, , , O SEWER (TYPICAL)
DATU M
2
O 6"0 O co -A CITY OF AUBURN 1-0
O �'P 8 SDR— SIDE '� � I �' SAWCUT & REMOVE ILROAD SPIKE IN
OSLOP = 4% ( �° + O 10 EX. PAVING, PAVE POWER POLE AT
5 IN -KIND AND SEAL SOUTHEAST CORNER OF
c 28 c r c c �� c c c c c C $ c c c c c 13q. 0 (TYPICAL BOTH 12TH ST. SE AND "M" ST. SE
1 SIDE SEWERS) LEVATION=109.94
} RIGHT OF WAY /
44' * * 16 * Y52 8 ®
IE=97.95 45' DROP (169, -30) 1 D5' DROP 12, -30 12' D / , / / / / 12 D
12 30 375.0G 183.09 18 s
-12" W\\-r-EMFNT CONCRETE - NOTF• All ASSPHAI T IN 'M' STREET SHAI I BE -12" W
DRIVEWAY PER CITY OF REMOVED A MINIMUM OF 1.0' BEYOND THE FACE
STDW-2. AND DRIVEWAY SHALL HAVE A NEAT SAWCUT EDGE
SITEPI AM ANDF^B N REPALA`CFED PER CITY OF AUBURN TYPICALPAVT POWER POLE
DATE SCALE
SEABRANDS JAN '98 1"=40' ����Zy .5����
DESIGNED CHECKED
ENGINEERING DCS MCS r
20219 SE 344th Street DRAWN FILE NAME r12730
E�
NWL CHURCHI.DWG , g
AUBURN, WA 98092 ZONAL'
PHONE FAX 206 852-9203 NO I REVISION DATE I APPD I FE-PIRES 9/11/99
b _- j * 24' �--
12" D
t/ * NE))N CEMENT
CONCRETE CURB AND
FOUR PLACES).
UTILITY CONFLICT NOTE:
CAUTION:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH
OF ALL EXISTING UTILITIES BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND
VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE AT
1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW
UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. IF CONFLICTS
SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT SEABRANDS ENGINEERING TO RESOLVE ALL
PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
E.XISTIN�
NF.bI
PROPERTY LINE
- -
CENTER LINE OF
ROADWAY
_
RIGHT-OF-WAY LINE
CEMENT CONCRETE
EXTRUDED CURB
CEMENT CONCRETE
CURB & GUTTER
CEMENT CONCRETE
SIDEWALK
ASPHALT
CONCRETE PAVEMENT i
i i i
LIGHT STANDARD
FILTER FABRIC FENCE
CHAIN LINK FENCE (6')
- x - x - x -
FIRE HYDRANT
--�
I
WATER METER
7W
CATCH BASIN
WATER
12" W
3/4" W
SANITARY SEWER
10" S
4" SS
STORM SEWER
15" ST
6" ST
DETAIL OR SECTION NUMBER
PAGE FOUND ON
PLAN SHEET INDEX
C 1 SITE & UTILITIES PLAN
C2 DRAINAGE
C3 GRADING & EROSION CONTROL
C4 SECTION & DETAILS
C5 GENERAL NOTES
THE _TAX PARCEL NUMBERS
MAIN SANCTUARY AREA
192105-9039-05
192105-9058-01
192105-9251-06
RESIDENCES ON "M" STREET SE
240460-0015-08
240460-0020-01
240460-0025-06
240460-0035-04
392140-0045-09
BLD 0228-97
Record Drawing Certification THESE PLANS ARE "APPROVED" FOR
These drawings conform to the CONFORMANCE WITH THE CITY OF
Contractor's Construction Records. AUBURN ENGINEERING DIVISION'S
REQUIREMENTS. 4D"rv1
s !18
BY:----------- Date:---------
Title/Position:APPROVED BY.�,t�,-v,...�
;onfirmed by City: Date:______ DATE APPROVED:____3 8
IRACE COMMUNITY CHURC SITE, SANITARY
1320 AUBURN WAY SOUTH SEWER AND
AUBURN, WA 98002 WATER PLAN SHEET N11,
^r
0so I7Q it sNrrrC 1 OF J
8" * N- 2i CB #8 262, 720
48 0 TYPE 2 C.B.
CONTROL STRUCTURE
TIC INTO C8 155, 727 WITH SOLID LID
R(= 19 RIM=107.40
IE- 3 (EXy 15"0 N) I.E.=102.40 (8" 0 E)
iF 71 t 1 R"s S I.E.-102.40 (8" 0 W)
102.2 /(8"* E) W
/ �• W 30 of 8N N-12
X\ B O A 8" O N-12 248 679
/ NN INV. AT 102.60 WITH
® QUARRY SPALLS AND
TRASH RACK, PER CITY
:t 5' 15" 0 N_1 3 648 OF AUBURN STD. DETAIL
/ INV. AT 102.80 SSTR-1 -
W QUARRY SPALLS AND_
t TRASH RACK, PER CITY 18" S
18" g" 18" S
SSTR-1
BLACK CHAIN
U1vK FENCE
INSTALL 12' *ME
/ N X� B. TYPE I EX. 'CB, TYPE IS 2 LEAF GATE WITH
�
5% /IIiSI� P / / = 07.00 RIM=106.90 4 - 8 0 REMOVABLE
/
N_/IE/=/103.60 IE=103.80 BOLLARDS IN 12' CURB 1 OPENING.
00
I
F 1 LF
1 F 8" AT 2.9 0.4%� AT 0.6 C 55 LF 15" CMP
/Pc
AT 9
° AT 0.63%
EX. CB. TYPE 1 110
P� G' .11'/ / RIM=106.80 I
G GHQ EX. CB. TYPE/ z/ / / IE=103.70 EXISTING
I
�' RIM-1 / '
E-1 3.10 / / EXTRUDED CURB ,f 106
EX. CB. E I
/ RIM=107. / // IE-101.70
' I E=104. 0 STORM IE=103.45 ( 106
/Q y
�� 9Q � W W I 104
4:� I • 00
P-1 / EX. CB. TYPE 1 W W W W W W
RII E=105.00 102
EXIST. CB TYPE I j %
RIM=107.6
1.E.=105.0 //// j// -
EXIST. j/ j// P 4, 4, u 4, 4, 'k y y t �
SIGN /// / '4" y + y C
/ EX I T. FCC .�
/
■
2 12" D
12" W-
WITH TRASH RACK PER
CITY OF AUBURN STD.
DETAIL SSTR-1. 4' 1
IE-105.20 (16, 137)
120' AT i.0 % -'
2:
15*0 U-12 PIPE wrTH
QUARRY SPALLS IN 4EWl.
AL
WRHH TRASH RACK
CITY OF AUBURN STD.
DEV& SSTR-1.
IE-104.00 (16, 17) 2
25' OF 15" 11 N-1
(0, 0
12" D
12 11
2" W
BEFORE DIGGING, CONTACT UTILITY LOCATE:
1-800-424-5555
4•" BLACK CW M
UNK FENCE
80 60
m
I�,
� :: '.1:�'1IE..
`.,►.fir'. .,
W W W W EXISTING CHURCH j///// 00
• X502, 21 )
AND PLUG EX. " l/LINE U)
TO THE N CT/
t NEW 10"0 LINE ,ELII
' rrs f rt s 'f-107.40 / / CB. 7 "� TYPE 2 C
1 rt LID
,tFs .20 I,k RIM=109.50
3frr IE=105.72 (33"X24" N)
/ »
/ IE-105.80 (10 0 W)
w
err s r � s �r�'f � "f err r x Q • 011Z 9' OF 1 2" T
j / - x
- --Ir / .1 /�
s tot f r r f f f s s s f
OF 1 fi rss frs f 1a - -� -
3 6r �r9s .rF r ffF't` ,*�+ s s n s
N-12 AT 0.57G ��rrfrt rr
a f s ffsf' ro°f ffa'` r r r� frs'` t ''r rr rs'` o ss s
o r f
.f' am
r'`f` ,�' �, / /
r'•>r ss0
TY
(60, 12 f r f ONES
SAWCUT do REMOVE
RIM=108.50 PAVING, PAVE
o- s rdn' rs s ffr frt r.+lsf`',•f' r' �` ss,T}�` ir'f`
»
IN
AND SEAL.
IE 105 At)15 �► E �f
- ' ( » ) �' ts' fs . �r r''`at'``�s rrrs `s' sr f si ss=+srlot
s`� rssr` r r`r - - - - - - - - - - - - -
IE=105.42 (15 S) z ; F`' 4.. t f rs �t frr - N N ARCH
DOWNS
,;rf•�.r•••FF1 r6. r .-r 1 rr t rf'}s'
FOR
ul
I CMP AT 0.5X
�11s mf l'.1fyC8. 48N0 TYPE
V 1
SPOUT -107• i 1MIN,, CONTROL STRUCTURE WITHWATER IE=104.50
f
2 1f Diu -1(IQ 50
SECTION B-B.
SCALE: 1 "-10' HORIZ.
1 "= 3' VERT.
(477, 146)
CONFLICT
NOTE:
CAUTION:,,UTILITY
THE CONTRACTOR SHALL BE RESPONSIBLE
FOR VERlIFYlNG THE
LOCATION, DIMENSIOK
AND DEPTH
OF ALL EXISTING UTILITIES- `•
• • SURVEYING
• AZ w
RTICAL LOCATION PRIOR•
80 5 THEN POTHOILMOF
DaSTING
UMJM AT
LOCA010110r NW
UTLffY CROSSINGS • PHYSMLY VEMFY• - NOT CONFLICTSEXIST
F CONFLJCTS
SHOUM OCCUR, THE CONMWM
SHALL CONSULT SEABRANDS
ENGINEERING
TO RESMVE ALL
PRomEms PRIOR To PRocemm
WITH coNsTRucTioN.
IE=105.50 (35"X24N S)
6" 0 N-1r�
SpOurs
f � I£=105.50 (12"0 N)
1536, 146)
f f� fbr�r i'i fftr Cr'r �i ..'T ff' 'r r I I
r
f`tss,,�'r,�,r'"„'rs.
N
IE 105.40 (12 0 S)
rt
if r
'° RIM=109.40
IE=107.40 (10-0 E)
O
CONS'TRUCTIQN INCLUDW
190' AT . I RIM=109.30?E
TRENCH TO BE
(145, 32 IE-107.00 (10"0 W)
"
INSIDE EXISTING FENCE.
RIM
109.50 -EM
NSPOUTS IE=107.00 (15"0 S)
"I.05
(15 N)
n
_
(AT 2% MIN. TYP
• W) - -RIGHT-OF WAY --
• (�' 10 / // j enol"12" D ' 1 2" D / / / / / / 12" D
IE-103.75 1500 S /// „/` ,> //'//I/ 18" S
IE=103.75 8"* N,/
/ Y2`/ /)IV 12" W 12" W 12" W B)
_^. ri
BLD 0228-97
OSD#784
,
,
,
,
r /
/
PROTECT EXisp iG
8pp
INSTALL FILTER
��+ FABRIC FENCE
�•
'PER CITY OF
�rSTD. DETAIL D'
PERMANENT
r
I .;. POND
flit
INSTALL FILTER FABRIC /
OVER CATCH BASIN AS PER / /
_
CITY OF AUBURN STANDARD •�
DETAIL DEV-8. /'/ / / � � � ....... 7..
/ :F ` F 1
15" OF 8" PV AT .94%' AT 3% F:'' 1• " C
AT 2. o
/ . AT 0 63%
�p !
r / ;•
EXISTING
EXTRUDED CURB
..........................
109
/ %0 O 9
� w w W yC•
r n Q
Ell
/ `aQ` ....p Q •v w w w
A I,
00
j
/ 1a w w w w w w '•w w w w !! //!/ J
�P �O
, / / // `�� w w �w i• w w w w w
...........
/ j / / / :: :� � , I / / / / w w .�. .�" w ......�,...., yr' • w
EXIST w
/// / ••�
/ SIG `.;' . / /'••..... . ,
!
' // %`''•(.., x w w ••w 1, w w .....y........ r ..... ......
3J,
.. ...........
OIL T EXISTING CHURCH ' '�'"�.•'� W00
1420 w w IN FILTER u,
,... ......... OVE CATC
� ���`�,��^ rr ��.� DET L DEV-8.'''••. /
js
CD
•�/ 1<c.� Fstt r.�,rf'S r' .rs ss' t`
� x \`C) ,.
/ / '� / /•'. / / � � r t rFPr ,`f''rsrssr'r` � ,i".rrr/r''r��rtf' res l�� rr / ••'
s
f,
f,t
, r
/•. / r ,r, F % / / / •�• 7
- f a rf r rr rrr r r .rrr
�` �r''tr'"�r*' r��/frttr41*07u5rs,a`.`
O ' / Li] " q f:.�i'rt r_irfE r `t Frsf ff r iF / rr rrr �.•"r t fi
r r
(�
• � � 2';�sff'r� ,r,r rsrr Gfr r�r' `''r`��r .r'` s t'` � f i
rr,r',s'ttst ar f �Fs "r`r`s''r ; r`• rrt`r. *r ,*`' :s` sr .rr?s s,+ 1fA.-
r'''rsr s'tr rrr .r 3 r, ts" s°
l f'stT•ssr d
_ .srr s a frfrs Fr rrrrrr{ fs tsf' .,r— — — — — — — L M— /� — —
/�•� sr s' `sr ''str rt'rF r r '.•. r ts1' r � `Mt s T 1 09.Rl
50 X
fY47 t r fi+,.. r rrsr rr r trfs s'�.s s°`r` rfp
��. Ot� rrrr 'rffirai'e` A I I N 's rfFra rs`ss:+s1` -i rs>rr DAM
t sr rn s f 9 1
��F .s'f f r' f`1 s E f
H
-- - - - • � r' f ftrs'� rr fi s`` s rf ''`r & r„ff is �r .t,f°r rt �'TFfi
�' / i
212" D
i
12" W —
P N" v- _ rF 5
X
GRADE SITE TO TEMPORARY
SWALE UNTIL NEWLY INSTALLED
STORM DRAINAIGE SYSTEM IS
OPERATIONAL.
INSTALL FILTER FABRIC
OVER CATCH BASIN AS PER
CITY OF AUBURN STANDARD
DETAIL DEV-8. �o
^X
12" D
12" W
r r r ff rss fer
,rr r r ,ire rf r frr'` sr ,fi'`4rrrr
:�,f,�'rr3s
r'r,f`rsr" f sr r'srrr'r�,sf trE".f
rr,'r rrt frrr r �,tr�;P r
rr`
r s i rs fr
ftr r
O r rrf° r fi rFrr rr f.'' sr fr r rf r' °rFs`r'�. rrr'" 3r sr:`Fsf f ss'f r�''',r' d •`� is "'
r i
T7, (T • a f
r '`� •r� <,,•`"rlf `` ,`�' �`r
s � ° ,� �
i s„r`' f s firr``ri fsrrr r rr t fir
Krrr fr fri rid 4f r 1 s tr
O� INSTALL RY C .
OF' AUBURN ISM. DET 1Z
SEABRANDS
ENGINEERING
20219 SE 344th Street
AUBURN, WAg+ 98092
PHONE/FAX 20V 852-9203 1 NO REVISI❑N DATE I APPD
BEFORE DIGGING, CONTACT UTILITY LOCATE:
1-800-424-5555
CONFLICTUTILITY •
CAUTION:
COWRACTOR SKALL BE
__fir- • S1111 MR 3",-YM THE U=UX r i= «2t'•' MD O
. •;• AND THEN POTHOLING ALL OF EXWM UTILITIES AT LOCATK)W OF
UTILITY CROSSINGS TO PHYSICALLY VEMFYOR NOT COWLICTSi COWUCTS
SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT SEABRANDSENGWER1NG TO RESOLVE
FILTER FABRIC MATERIAL IN CONTINUOUS ROLLS:
USE STAPLES OR WIRE RINGS TO ATTACH FABRIC
TO WIRE
WIRE MESH SUPPORT FENCE
MR SILT FILM FABRICS
N 6' MAX.
2"x2" WOOD POSTS. STANDARD OR
BETTER OR EQUIVALENT
WIRE MESH SUPPORT
FOR SILT FILM FABRIC
FILTER FABRIC
MATERIAL —�
ij�//�%//� ///�
PROVIDE WASHED GRAVEL
BACKFILL OR COMPACTED
NATIVE SOIL AS DIRECTED
BY CITY OF AUBURN 8•
BURY BOTTOM OF F1
MATERIAL IN 8"02" TRENCH
1a9INSTALL FILTER 1 FILTER FABRIC IF
X FABRIC FENCE
g PER CITY OF AUBURN NOT TO SCALE
STD DETAIL DEV-6 (TYP.)
INSTALL FILTER FABRIC
:`P CHECK CHECK DAMS AND `: OVER CATCH BASIN AS PER
DAM ALE PER OF CITY OF STANDARD
AUBURN STD DETAIL ': DETAIL DEV-8.
EV 9 TYP
E DETAIL
ffiffY BOTTOM OF
PERR MATERIAL IN
8"x 12" TRENCH
0
x�`�. - RIGHT -OF WAY - - _ _ — - - I• ri ! ! �'°' BLD 0228-97
Record Drawing Certification THESE PLANS ARE "APPROVED" FOR
! '12" D These drawings conform to the CONFORMANCE WITH THE CITY OF
183.09 1 8„ S Contractor's Construction Records. AUBURN ENGINEERING DMSION'S
o ,:' REQUIREMENTS.
12" W "': 2„ W
...................................... BY:----- ---- Date:-- --
Title/Position:_ APPROVED BY:
onfirmed by City: Date:— DATE APPROVED: 3 178
DATE SCALE
JAN '98 1 ED
CHECKED RACE COMMUNITY CHURC GRADING AND
DESIGNED
DCS Mcs 1320 AUBURN WAY SOUTH
DRAWN FILE NAME 12,E TEMP. EROSION
NWtc_
HURLCH3.DWG
CON TROL PL�4 JV SHEET N❑:
AUBURN, WA 98002
EXPIRES - 9f11/99 T P
.",. �
05_UF7b&
;ADE COMPACTED CLASS A BANKRUN GRAVEL
V. 95% ASTM D-1557 (DEPTH VARIES).
d. COMPACTED DEPTH, 5/8" MINUS CRUSHED ROCK
J. COMPACTED DEPTH, ASPHALT CONCRETE
ENT CL. 'B'
TYPICAL PAVING DETAIL
NOT TO SCALE
2" OF CLASS B
ASPHALT CONCRETE
PAVING 5- 1 /2 ��
�112" 1- -1 112"
SLOPE - CONCRETE
TO DRAIN 4 '
2" OF 5/8" MINUS
CRUSHED ROCK OMPACTED SUB -BASE
EXTRUDED CURB DETAIL
RIM ELEV.=107.40
ROUND SOLID COVER
MARKED "DRAIN".
12" CAP, RUBBER
ADJUSTMENT BRICK
12" GASKET
(4" MIN., 16" MAX.)
•
OFFSET TOP SLAB
• .
1 - 3"0 ORIFICE AT
104.80'
PIPE SUPPORTS
4 z
1 - 3"0 ORIFICE AT
104.50'
SEE NOTE
:
co
1 - 3.0 ORIFICE AT
103.90'
12%12"x8" PVC
STANDARD GALV. STEEL
TEE RUBBER
O
LADDER/STEPS 12" O.C.
GASKET JOINTS
8" N-12
(REMOVABLE)
-4-100 YR. WS
ELEV.=105.80
8" N-12 ---
-4- 25 YR. WS
ELEV. =105.50
OUTLET INV. 102.40
- 10 YR. WS
ELEV. =105.20
- 2 YR. WS
ELEV.=103.85
Qout
� -
2YR.=0.41 CFS
i\-
10YR.=1.28 CFS
0
I
INLET INV.=102.40
25YR.=1.55 CFS
,
-
100YR.=1.86 CFS
6"
RUBBER GASKET
PVC MANHOLE
I
PLUG WITH INV. 3-1/2-
105.9
NOT TO SCALE
TOP OF RISER DETAIL
NOT TO SCALE
ADAPTER
ORIFICE HOLE
WATER TIGHT
CONNECTION
NOTES:
1.
2.
STRUCTURE SHALL BE A 48" 0 TYPE
PIPE SIZES & SLOPES: SEE PLANS
II CATCH BASIN
3.
METAL PARTS SHALL BE CORROSION
RESISTANT, GALVANIZED OR ALUMINIZED TYPE II
4.
FRAME & LADDER OR STEPS OFFSET
SO:
a. CLEANOUT GATE IS VISIBLE FROM
TOP
b. CLIMBDOWN SPACE IS CLEAR OF
RISER AND CLEANOUT GATE
RISER
ORIFICE CONFIGURATION
5.
PROVIDE TWO (2), THREE-INCH x 0.090 GAUGE STAINLESS STEEL
SUPPORT BRACKETS WITH TURNBUCKLE ANCHORED TO CONCRETE
NOT TO SCALE
WALL (MINIMUM 2'-0" VERTICLE SPACING).
6. MAINTAIN A 4" MINIMUM SPACING FROM THE OUTSIDE OF ORIFICE HOLES ON
THE TOP RISER.
MULTIPLE ORIFICE
CONTROL STRUCTURE CB#8
NOT TO SCALE
6' CHAIN LINK
FENCE
BLDG.
CORNER
PROVIDE MEGALUG
(TYP. 6 PLACES)
NOTES:
1. IT IS THE CONTRACTOR'S RESPONSIBILITY
FOR MAINTAINING & CLEANING THE
APPROACH ON A REGULAR BASIS. /
2. IF DIRECTED BY THE CITY,
ADDITIONAL QUARRY SPALLS
MUST BE ADDED. / 00 SO,
3. THE CONSTRUCTION APPROACH , JF. 000 tM�
MUST BE LOCATED AT THE QQ' o°000 N
PERMANENT APPROACH LOCATION. / �• °0°0°0°0 0
0000000000000000
0°00000000000000opaQo°
.� 0°°00000000;e000000000
/ 0°0°0°00�000000000000000
° ° °000 000000°0 °
0° o
0 0
o
4"-6" QUARRY SPALLS
TEMPORARY CONSTRUCTION
ENTRANCE
.80,
.50'
.90,
NEW 15" STORM LINE
I E=103.45
MAINTAIN 12" MIN. CLEARANCE
BETWEEN WATER AND STORM
LINE, PACK WITH SAND
22.5' 22.5' 1
WATER MAIN
RELOCATION DETAIL
NOT TO SCALE
NOT TO SCALE
BLDG.
CORNER
Y
3040' z
w Q 6' CHAIN LINK
BIOFILTRATION INFILTRATION
a FENCE
SWALE TRENCH J N
BUILDING ELEVATION 111.00
N o
a
40 320 300 280 260 240 220 w z 2
1 16 40 0 0 8 60
o
Z 40 20
112
112
• .
-M.
CE.....................:.............................:...
CON
SEED....M1X......................>.....................
-
...........TBFILTRATI..N..
. a.�6"
...........:. ... ....... ...:......................1
0.5
.
:,�A ...,�O...EXTE
R U.D•
CU
111
110
SHE
C
6"
CEM. • 0
C.
EXTRUDED
RB A 109.450.
CURB
110
iPRO
109.30
g5
DOSE G
AD
10
'
':
1 0
109
109
...............:..............
............... .:...............
...............:.............................:............
.......... ......
...............................
.....................................................................:..;.............
...........
.......... ..........
.......... ..........1��......
- -
1=1:1
108
108
07
,.......:... ..................
.:.......
�.�
--------_BANK.R .
I..�.�
:.............................�...........
15
.......................................:................
Oi M PIPE
�..
..........................................
.......................................
E...................
I =107.55
II
GRAVEL
-II
1E=10
.70
106
106
EX TINE
SO.1L
-
-
EL 1/. 10).45
.............
...............................
.......... ..........
.......... ..........
.......... ..................................................................
.......... ...........
...............................
105
-
105
....
:.......
„...SLO
ED
...............................8"...R
OCATED...WAT
R...MAI�1——...................
40�
C'P I
�E=10
.87
104
1041
103
'
EROSI ..
rE=10
:75........
.....F1LTI ,R...FABRIC........
..........................................................:...........
;..
103
102
CONTf 01_
(TYP
TOP: & SIDES
(TYP.)
102
ELEV. 101.75
101.............._.....................................................GRAVEL... AC.KFiLL...FOR....DRAINS.......................... _.............. ..... ......... :........... ................. _...... ........ .............. _........... ................._............................ :........... ........... ....... .............. ............... .............. .............. _..............
3/4" to 1-1/2" WASHED ROCK (TYP)
A
SEASONAL GROUND WATER BELOW 100.00 FT. ELEVATION SECTION -A_
SCALE: HORIZ: 1 "=20', VERT:1 "=3'
2" MIN. COMPACTED DEPTH, ASPHALT CONCRETE
PAVEMENT CL. 'B'
12" MIN. COMPACTED DEPTH,
5/8" MINUS CRUSHED ROCK
f--- SAWCUT VERTICAL MEETLINE (TYP.).
COMPACTED CLASS A BANKRUN GRAVEL
TO MIN. 95% ASTM D-1557 (DEPTH VARIES).
x
PAVEMENT PATCH DETAIL
8" CAP, RUBBER
8" GASKET
AT ELEV. 108.40
PIPE SUPPORTS
1- 3" O R 1 F I C E AT-,_(
3' ORIMCE
8"x8"x12" PVC
TEE RUBBER
GASKET JOINTS
(REMOVABLE)
12"0N-12 -�
OUTLET INV. 105.50
Q ALLOWANCE=0.10 CFS 2 YR
__.0.3Z CFS 10YR
__6.38 CIrS 2S YR
j1.4s cFS too YR
oZ
LL
uJ
0
CLEAN -OUT
GATE
CATCH BASIN #6
TYPE 2
48" DIA. MIN.
6"
IIN
PVC MANHOLE -
ADAPTER
WATER TIGHT
---CONNECTION
2'
CONTROL
MANHOLE
)LID ROUND
CKING LID
LADDER STEPS
NOT TO SCALE
RIM ELEV.=109.50 \\
ROUND SOLID COVER
MARKED "DRAIN".
- ADJUSTMENT BRICK
(4" MIN., 16" MAX.)
OFFSET TOP SLAB
s�
co
ft YR STa tQ m ELE V s t c7. 4 6 -
® STORM E LEY a 107.1.
2YR fropm yLty.. mmsb
STANDARD GALV. STEEL Ir
LADDER/STEPS 12" O.C.
12" 0 CMP 2.0' HEAD
z
00
N.
53'
INLET INV.=105.50
RUBBER GASKET
PLUG WITH INV. 1-5/8-
ORIFICE HOLE
4" DIA. AIR
VENT
12" DIA. 36" x 24" CMP ARCH PIPE AT 0.5%
2' MIN. 12" DIA.
NOTE: ALL STEEL PIPE SHALL BE CATCH BASIN #7
ASPHALT TREATED NO. 1 OR BETTER. TYPE 2
48" DIA. MIN.
UNDERGROUND DETENTION
ARCH PIPE DETAIL
NOT TO SCALE
LADDER
STEPS
BLD 0228-97
PP" 0'1
LEGAL DESCRIPTION G,D.E.S.C. PLAN NOTES CONSTRUCTION SEQUENCE
That portion of the SW % of the NE Y4 of Section 19,
Township 21 North, Range 5 East W.M., more fully
described as follows:
Beginning at the Northeast corner of said
subdivision; thence S 89`28'35" W along the North
line of said subdivision 175.01 feet to the TRUE
POINT OF BEGINNING; thence S 0` 12'30" W
parallel to the East line of said subdivision, 333.09
feet; thence N 89'47'30" W, 154.98 feet to the West
line of the East half of said Northeast quarter of the
Southwest quarter of the Northeast quarter; thence
N 0`15'19" E along said West line 331.12 feet to the
North line of said subdivision; thence N 89'28'35" E
along said North line 154.72 feet to the TRUE
POINT OF BEGINNING; LESS the North 30 feet
thereof for roadway.
TOGETHER WITH that portion of the Southwest
quarter of the Northeast quarter of Section 19,
Township 21 North, Range 5 East W.M., in King
County, Washington described as follows:
Beginning at the Northeast quarter of said
subdivision; thence S 89'2835" W along the North
line of said subdivision, 175.01 feet; thence S
0`12'30" W parallel to the East line of said
subdivision, 333.09 feet to the TRUE POINT OF
BEGINNING; thence continuing S 0` 12'30" W,
326.65 feet to the South line of the North half of
said subdivision; thence S 89'33'25" W along said
South line, 155.25 feet to the West line of the East
half of the Northeast quarter of the Southwest
quarter of the Northeast quarter of said Section 19;
thence S 0° 15' 19" W along said West line, 94.73 feet
to the Easterly marginal line of State Road No. 5;
thence N 43°04'05" W along said marginal line,
196.68 feet to an intersection with the North line, 50
feet North of and parallel to the South line of the
Northeast quarter of the Southwest quarter of the
Northeast quarter of said Section 19; thence N
89' 33'25" E along said line, 134.96 feet to the
West line of the East half of the Northeast quarter
of the Southwest quarter of the Northeast quarter of
said Section 19; thence N 0°15'19" E along said
West line, 278.41 feet to a point bearing N 89°47'30'
W, 154.98 feet from the TRUE POINT 0
BEGINNING; thence S 89'47'30" E 154.98 feet to
the TRUE POINT OF BEGINNING, EXCEPT the
Southwesterly 5 feet thereof adjacent to Primary
State Highway No. 5, as recorded under Recording
No. 64671 13.
TOGETHER WITH that portion of the West half of
the Northeast quarter of the Southwest quarter of
the Northeast quarter of Section 19, Township 21
North, Range 5 East W.M., in Kin Count
Washington, 'ying East of the Coun�y Road, as
established by deed recorded under King Count
Recording No. 962079, EXCEPT the North 283%
feet thereof; AND EXCEPT the South 50 feet
thereof; AND EXCEPT the Southwesterly 5 feet
thereof adjacent to Primary State Highway No. 5 as
conveyed to the City of Auburn by deed recorded
under King County Recording No. 6467113.
TOGETHER WITH Lot 9, LLOYD A. KNOWLES
Third Addition to King County, according to the plat
thereof, recorded in volume 49 of plats, page 65, in
King County, Washington; EXCEPT the southerly 5
feet abutting P.S.H. No. 5
TOGETHER WITH Lots 3-7, SHADRACK EVANS
Addition, according to the plat thereof, recorded in
King County, Washington.
TOGETHER WITH the East 120 feet of Lot 6,
LLOYD A. KNOWLES Third Addition, according to
the plat thereof, recorded in Volume 49 of plats,
page 66, in King County, Washington.
GENERAL PLAN NOTES
1. ALL WORKMANSHIP AND MATERIALS SHALL
CONFORM TO THE CITY OF AUBURN'S
REQUIREMENTS AND SPECIFICATIONS
2. STANDARD PLANS AND SPECIFICATION SHALL BE
"WASHINGTON STATE DEPARTMENT OF
TRANSPORTATION (WSDOT) STANDARD
SPECIFICATIONS AND STANDARD PLANS FOR
ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION"
AND CITY OF AUBURN STANDARD DETAILS AND
DEVELOPMENT PROJECT SPECIFICATIONS.
3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY
OF STANDARD CONSTRUCTION NOTES,
STANDARD DETAILS AND SPECIFICATIONS
AVAILABLE AT THE JOB SITE ALONG WITH A
COPY OF THE APPROVED DEVELOPMENT PLANS.
4. A PRE -CONSTRUCTION MEETING SHALL BE
REQUIRED PRIOR TO ANY ON -SITE WORK FOR
ALL PUBLIC FACILITY EXTENSION PROJECTS.
5. PRIOR TO STARTING CONSTRUCTION, THE
CONTRACTOR SHALL CALL ONE -CALL
(1-800-424-5555) FOR UTILITY LOCATIONS
(WATER, SANITARY SEWER, STORM SEWER, GAS,
POWER, TELEPHONE AND TELEVISION).
1. THE FOLLOWING NOTES SHALL BE REQUIRED FOR THE CONSTRUCTION
OF THIS PROJECT:
a. WITHIN THE CITY OF AUBURN, ALL REQUIRED
DETENTION, DRAINAGE, SEDIMENTATION AND EROSION
CONTROL FACILITIES MUST BE CONSTRUCTED AND IN
OPERATION, PRIOR TO LAND CLEARING AND/OR OTHER
CONSTRUCTION ACTIVITIES, TO INSURE THAT SEDIMENT -
LADEN WATER AND STORM DRAINAGE RUN-OFF DOES NOT
IMPACT THE ADJACENT PROPERTIES OR THE NATURAL
DRAINAGE WAYS.
b. THE DETENTION, DRAINAGE, SEDIMENTATION AND EROSION
CONTROL FACILITIES DEPICTED ON THESE DRAWINGS ARE
INTENDED TO BE MINIMUM REQUIREMENTS NEEDED TO MEET
ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE
AND EROSION CONTROL FACILITIES MAY BE REQUIRED AS
SITUATIONS WARRANT DURING CONSTRUCTION. THE
IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND
ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE
RESPONSIBILITY OF THE PERMITTEE.
c. FOR GRADING AND FILLING PROJECTS ASSOCIATED WITH A
BUILDING PERMIT, THE TEMPORARY DRAINAGE CONTROL
MEASURES SHALL REMAIN IN PLACE UNTIL THE PERMANENT
STORM SYSTEM IS IN PLACE AND OPERATIONAL AND A
CONVERSION FROM THE TEMPORARY TO PERMANENT SYSTEM
CAN BE MADE.
d. ALL TEMPORARY EROSION CONTROL FACILITIES,
INCLUDING THE PERIMETER CONTROLS, SHALL REMAIN IN
PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED
AND APPROVAL HAS BEEN RECEIVED FROM THE CITY.
e. ON PROJECTS WITH FILL AND GRADING PERMITS ONLY,
AND FOR WHICH NO SUBSEQUENT BUILDING PERMIT HAS
BEEN ISSUED, AN AS -BUILT OF THE GDESC PLAN WILL BE
REQUIRED UPON COMPLETION OF GRADING ACTIVITIES.
f. DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED
ACCORDING TO THE FOLLOWING SCHEDULE:
FROM APRIL 1 TO OCTOBER 31 ALL DENUDED AREAS AT FINAL
GRADE AND ALL EXPOSED AREAS THAT ARE SCHEDULED TO
REMAIN UNWORKED FOR MORE THAN 30 DAYS SHALL BE
STABILIZED WITHIN 10 DAYS.
FROM NOVEMBER 1 TO MARCH 31 ALL EXPOSED SOILS AT FINAL
GRADE SHALL BE STABILIZED IMMEDIATELY USING PERMANENT OR
TEMPORARY MEASURES. EXPOSED SOILS WITH AN AREA GREATER
THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN
UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF
LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED
FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY BY
MULCHING AND HYDROSEEDING.
2. STABILIZATION METHOD: HYDROSEEDING & MULCHING PER THE FOLLOWING:
a. TIME OF PLANTING - DURING THE TIME PERIOD BETWEEN APRIL 1
THROUGH JUNE 30 AND SEPTEMBER 1 THROUGH OCTOBER 31.
(NOTE: IF PLANTING BETWEEN JULY 1 AND AUGUST 31,
IRRIGATION MAY BE REQUIRED. IF PLANTING BETWEEN NOVEMBER
1 AND MARCH 31, MULCHING WILL BE REQUIRED IMMEDIATELY
AFTER PLANTING.)
b. SEEDBED PREPARATION - THE SEEDBED SHOULD BE FIRM, BUT NOT
COMPACT, WITH A FAIRLY FINE SURFACE FOLLOWING SURFACE
ROUGHENING. SURFACE ROUGHENING SHOULD BE DONE AT RIGHT
ANGLES TO THE SLOPE AND PREFERABLE "CAT WALKED" UP SLOPE.
c. FERTILIZATION - AS PER SUPPLIER'S RECOMMENDATIONS.
DEVELOPMENTS ADJACENT TO WATER BODIES AND WETLANDS MUST
USE NON -PHOSPHOROUS FERTILIZER.
d. SEEDING - APPLY THE FOLLOWING MIXTURE TO THE PREPARED SEED
BED AT A RATE OF 120 LBS./ACRE:
SEED MIX FOR SITE STABILIZATION
PROPORTIONS PERCENT PERCENT
NAME BY WEIGHT PURITY GERMINATION
REDTOP (AGROSTIS ALBA) 10% 92 90
ANNUAL RYE (LOLIUM MULTIFLORUM) 40% 98 90
CHEWINGS FESQUE 40% 97 80
(RESTUCA RUBRA COMMUTATA)
(JAMESTOWN, BANNER, SHADOW OR KOKET)
WHITE DUTCH CLOVER 10% 96 90
(TRIFOLIUM REPENS)
BIO SWALE SEED MIX
PROPORTIONS
BY WEIGHT
NAME
7 -80 PERCENT
TALL OR MEADOW FES UE
10-15 PERCENT
SEASIDE COLONIAL BENTGRASS
5-10 PERCENT
REDTOP
e. "HYDROSEEDING" APPLICATIONS WITH APPROVED SEED -MULCH -
FERTILIZER MIXTURES MAY ALSO BE USED.
f. MAINTENANCE - SEEDING SHOULD BE SUPPLIED WITH ADEQUATE
MOISTURE. SUPPLY WATER AS NEEDED, ESPECIALLY IN
ABNORMALLY HOT OR DRY WEATHER, OR ON ADVERSE SITES. WATER
APPLICATION RATES SHOULD BE CONTROLLED TO PREVENT RUNOFF.
INADEQUATE AMOUNTS OF WATER MAY BE MORE HARMFUL THAN NO
WATER.
A. ATTEND PRECONSTRUCTION MEETING WITH THE CITY OF AUBURN.
B. FLAG CLEARING AND GRADING LIMITS.
C. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE.
D. INSTALL FILTER FABRIC FENCES AND CATCH BASIN PROTECTION.
E. CONSTRUCT TEMPORARY DRAINAGE SWALES AND DETENTION POND.
F. DEMOLISH EXISTING STRUCTURES AND CAP UTILITIES PER PLAN.
G. GRADE NEW SECTION OF SITE AND SHAPE TO CATCH BASIN AREAS.
H. CONSTRUCT NEW STORM DRAINAGE SYSTEM.
I. CONSTRUCT WATER AND SEWER CONNECTIONS AND ELECTRICAL
AND LANDSCAPING FACILITIES (UTILITY CONSTRUCTION WITHIN
RIGHT-OF-WAY - 3 DAYS)
J. CONSTRUCT NEW CURB AND SIDEWALK.
K. PLACE CRUSHED ROCK AND PAVE SITE INCLUDING INSTALLATION
OF PERMANENT DRIVEWAY (DRIVEWAY CONSTRUCTION - 15 DAYS).
L. INSTALL PERMANENT CHAIN LINK FENCE AND GATES.
M. INSTALL LIGHTING SYSTEM.
N. CONSTRUCT PERMANENT BUILDING FACILITIES.
0. CONSTRUCT PERMANENT DETENTION FACILITY.
P. CLEAN ENTIRE STORM SYSTEM AND CLEAN STREETS.
Q. HYDROSEED ALL LANDSCAPED AREAS UPON COMPLETION OF GRADING
ACTIVITIES AND IN ACCORDANCE WITH GRADING AND TEMPORARY
EROSION AND SEDIMENTATION CONTROL PLAN.
R. MAINTAIN ESC FACILITIES UNTIL ALL RISK OF EROSION/SEDIMENTATION
DRAINAGE HAS PASSED AND PERMANENT STORM DRAINAGE SYSTEM
IS INSTALLED AND FUNCTIONAL. BRING INFILTRATION FACILITY ON-LINE.
00 NOT CONVEY 5EQ&JW-LADM W&M INTO C11M DRAINAGE SYSTEM,
S. REMOVE T.E.S.C. FACILITIES UPON FINAL SITE STABILIZATION AND APPROVAL
FROM THE CITY OF AUBURN OFFICIAL.
STORM SEWER CONSTRUCTION NOTES
1. REFER TO THE GENERAL CONSTRUCTION NOTES FOR GENERAL REQUIREMENTS.
2. STORM LINES SHALL BE LAID TO THE GRADES AND ELEVATIONS SHOWN ON
THE DRAWINGS AND SHALL NOT BE CHANGED WITHOUT CITY OF AUBURN AND
ENGINEER APPROVAL.
3. THE CONTRACTOR SHALL OBTAIN ANY NECESSARY STORM LINE CONNECTION
PERMITS FROM THE CITY OF AUBURN, PRIOR TO CONSTRUCTION.
4. ALL STORM DRAINS WITHIN THE DEVELOPMENT SHALL HAVE STENCILED:
"DUMP NO WASTE - DRAINS TO STREAMS".
5. ALL MANHOLES AND CATCH BASINS IN PUBLIC RIGHT-OF-WAY OR PUBLIC UTILITY
EASEMENTS SHALL BE ADJUSTED TO FINAL GRADE AFTER FINAL PAVING IS
COMPLETE, IN ACCORDANCE WITH THE CITY OF AUBURN'S STANDARD DETAIL NO. STFG-1.
6. N-12 PIPE SHALL HAVE A MINIMUM OF 12" OF COVER. BACKFILL SHALL BE
COMPACTED TO 90% DENSITY PER AASHTO T-99 AND ASTM D-2321. N-12
CORRUGATED POLYETHYLENE PIPE SHALL MEET AASHTO M-294, STANDARD
SPECIFICATIONS.
WATER LINE CONSTRUCTION NOTES
1. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY WATER SERVICE CONNECTION
PERMITS FROM THE CITY OF AUBURN, PRIOR TO CONSTRUCTION.
2. INSTALLATION OF CORPORATION STOPS, WATER SERVICES, LINES AND METERS
SHALL BE PER CITY OF AUBURN STANDARD DETAILS. SERVICES SHALL
BE A MINIMUM OF 3/4 INCH TYPE K COPPER TUBING OR GALVANIZED PIPE.
THE CITY OF AUBURN WILL INSTALL THE METER. THE CITY WILL INSTALL
SERVICE FROM MAIN LINE TO THE METER WHEN THE EXISTING WATER
LINE IS IN AN EXISTING CITY STREET.
3. EXISTING WATER SERVICES TO RESIDENCES TO BE DEMOLISHED SHALL HAVE
THE WATER METERS REMOVED AND SHALL BE CAPPED PER CITY OF AUBURN
REQUIREMENTS.
SEWER CONSTRUCTION NOTES
1. ALL EXISTING SEWER STUBS TO RESIDENCES TO BE DEMOLISHED SHALL BE
CAPPED PER CITY OF AUBURN REQUIREMENTS.
PROJECT DATA
ZONING
CITY OF AUBURN ZONING CODE
ZONE:
I
- INSTITUTIONAL
YARDS:
REQUIRED
AT BUILDING:
FRONT
20
FEET
SIDE YARD
5
FEET
STREET SIDE
10
FEET
REAR
25
FEET
AT PARKING:
STREET
5'
TYPE III
ADJ. TO R4 ZONE
5
FT. TYPE 11 BUFFER
ADJ. TO R3 ZONE
5
FT. TYPE I BUFFER
ACCESSARY
REAR SETBACK 5'
LOT SIZE: 254,197.5 S.F.
=
5.84 ACRES
LOT COVERAGE:
AREA
BUILDING FOOTPRINT
42,430 S.F.
16.7 < 35% (MAX. ALLOWED)
IMPERVIOUS PARKING & DRIVES
151,010 S.F.
SIDEWALKS
6,060 S.F.
TOTAL IMPERVIOUS
199,500 S.F.
78.48
LANDSCAPING AREA
54,698 S.F.
21.52
BU#LDING HEIGHT: 45' / 4 STORIES ALLOWED
39' / 2 STORIES PLUS A BASEMENT PROPOSED
PARKING REQUIRED
1 STALL FOR EACH 5 SEATS IN THE SANCTUARY
FOR MOVABLE CHAIRS, 7 S.F. PER PERSON
9,790 S.F. / 7 = 1,399 OCC. LOAD / 5 = 280 CARS
IF OLD SANCTUARY WERE ADDED IN
IT WOULD ADD 697 5 = 140 CARS
TOTAL
PARKING PROVIDED
REGULAR 355
COMPACT 46
HANDICAP 9
420 (EXCLUDING OCCUPANCY OF PLATFORMS)
TOTAL 410
THIS IS REASONABLE CONSIDERING IT IS UNLIKELY THAT BOTH
ASSEMBLY AREAS WILL BE FULLY OCCUPIED AT ONE TIME
BLD 0228-97
00011784