HomeMy WebLinkAbout91D1244 N GENERAL CONSTRUCTION NOTES: _
S 89'06'01' E SOUTH LINE N 1 2 BRANNAN D.LC. 38
159.67' -156 00• - 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY
-7T--)YO 9CCESS Ro9D WETLAND L/M/T9 NOTE-
OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS.
' I
-- FOR IMPROVEMENTS N (D RC6'F0Rgr10N 2• STANDARD SPECIFICATIONS SHALL BE 1981 APWA AS MODIFIED
40' DRAINAGE OF EXIST/NG DRQ11VA6E DITCH• SEE CITY BY THE CITY OF AUBURN, INCLUDING AUBURN'S STANDARD DETAILS,
EASEMENT HPPROV6. PLANS BY: SPECIFICATIONS, AND REQUIREMENTS.
T.,DR/11N QITCH 170'D�RR/N96E DIrGH 'uF0?T ENGINEER/N6; /NC
- - - - - - - - SEPR NO. 0063-90 3. A COPY OF THESE APPROVED PUNS AND APPLICABLE CITY
--{ 110' WATER ESMT DEVELOPER SPECIFICATIONS AND DETAILS SHALL BE ON-SITE DURING
AF 7705110675 -- CONSTRUCTION.
M f0 O' WETLAND SHELF SETBACK
I 4. A PRE-CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO
20' SEWER ESMT LRNDSCgPED Ica:-- ANY ON-SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS.
AF# 7109100524
I I '9R� rn LHNOS'CRPED 5. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL
o FIRER SANITARY SEWER, STORM SEWER, GAS. POWER, TELEPHONE AND
CALL ONE-CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER,
■ o;
p �
TRASH ENCLOSURE C.B. 3 •TYP, C.B. /2 TELEVISION).
N I i I SCALE: 1� = 20' R=2. 2.0 6. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO
CONTROL ON-SITE STORM WATER RUNOFF BY USING TEMPORARY OR
o PERMANENT DRAINAGE EROSION/SILTATION CONTROL PROCEDURES.
I °°
N �- 7. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. IT
o R=34.0' SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
R=3.0' TOURED ELEVATIONS AND LOCATIONS OF HIDDEN UTILITIES. ALL
«i R=4.0' VISIBLE ITEMS SHALL BE THE ENGINEER'S RESPONSIBILTY.
N _4.
0 9.0' 9.0' 8. EXISTING PAVEMENT SURFACES SHALL BE SAW CUT FULL DEPTH
w ai TYP. TYP. WITH STRAIGHT. UNIFORM EDGES 12 INCHES (12') OUT FROM THE
EDGE OF EXCAVATION. ALL JOINTS BETWEEN THE NEW AND ORIGINAL
n e o e m PAVEMENT SHALL BE PAINTED WITH ASPHALT EMULSION (CSS-1).
N N
9. THE CONTRACTOR SHALL INSTALL, REPLACE. OR RELOCATE ALL
NEW FIRE NYLIPHNT o - 4 0' .• w SIGNS, AS SHOWN ON THE PLANS OR AS AFFECTED BY CONSTRUCTION,
g5s6-"SLY PE,B Z b 4.0' PER THE CITYS STANDARD DETAIL NO. TRSP-1.
CITY OF AUBURN STD N
10. POWER, CABLE AND TELEPHONE LINES SHALL BE IN A TRENCH
r ■ C.B 4 LgND9CfJ 30 FOOT MUTUAL INGRESS AND EGRESS WITH A MINIMUM HORIZONTAL SEPARATION FROM OTHER UTILITIES
w I I I # HRE.9 (SEWER, WATER. STORM) OF FIVE FEET (5').
HYDR,9AIr - 20.0' 7.0' 33.o' z EASEMENT 71. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC
E99EMEN
a I T .�.0' M/A/ MV81DC o • 15 FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON
o OF LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL
CURT °i CIVIL ENGINEER.
I Z I 12. DURING CONSTRUCTION, ALL PUBLIC STREETS ADJACENT TO
16 0' I THIS PROJECT SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS
75� - 1 5• RESULTING FROM ON-SITE CONSTRUCTION, AS DIRECTED BY THE
1 C.B. # 5 CITY.
Ie 13. CERTIFIED AS-BUILT DRAWINGS ARE REQUIRED PRIOR TO
1 PROJECT ACCEPTANCE. REFER TO THE CITYS 'GEFITFTED AS-BUILT
FINISHED REQUIREMENTS'.
o FLOOR
ELEVATION .a I 14. ALL REQUIRED LANDSCAPING SHALL CONFORM PATH CITY OF
u, 63.5 AUBURN ZONING ORDINANCE. SECTION N0. 18.50.
�n 3 I a I a:.,° ° R�5 •• ' 15. FOR MANHOLE AND CATCH BASIN RIM ADJUSTMENT. MAXIMUM
CANDJiCf1PED ADJUSTMENT WITH BRICK OF RIMS AND CASTINGS SHALL BE 14
N ;� a•' e • .• e •. AREAS 4.0'
X 15.0' PUBLIC UTILITY AUBURN INCHES (14') WITHOUT ADDING NEW SECTION.
EgSEMENr GRf/N7_6_D777 90. 3 0'
w w Tx/ECiry 70 M91NTR11V/ �l ' '1 '° PROJECT SITE I 16. ALL MANHOLES AND CATCH BASINS IN PUBLIC RIGHT-OF-WAY OR
ACCESS OF warFgL/NE _ I I EASEMENTS SHALL BE ADJUSTED AFTER ASPHALT PAVING, AND
CONFORM TO THE CITYS STANDARD ADJUSTMENT DETAIL NO. STFG-1.
R=3.5'T a .;• h a ?5.0" N 17. ALL CONNECTIONS OF SDR 35 PVC PIPE TO MANHOLES SHALL BE
I I BENCHMARK ' r MADE BY USING A.C. OR GPK MANHOLE ADAPTORS, OR APPROVED
EQUAL.
CITY OF AUBURN VERTICAL CONTROL I y
R=5.0' 18. THE MAXIMUM LAYING BM 'X" TOP OF MONUMENT AT LENGTH SHALL NOT EXCEED 12'6' FOR
INTERSECTION OF CENTER LINES I _ "11r SDR 35 PIPE.
OF 30TH ST.NW AND 'B' ST. NW I
ELEV.=55.45 (BASED ON BMY) VICINITY MAP 19. BEDDING FOR PVC PIPE SHALL BE 5/8 INCH MINUS CRUSHED
I R=10.0' O ROCK, FOUR INCHES (4') MINIMUM UNDER, TO SIX INCHES (6')
�' I EXIST. C.B. #2 R=5.0' 0� ��°j I MINIMUM OVER PIPE. AS PER THE CITY OF AUBURN STANDARD DETAIL
5 9'04 E 56.45' N 23'42'32' E k. NO. GEPT-3.
23.66' VERIFY LOCATION t�
o C.B. # 6 20. BEDDING FOR CONCRETE AND DUCTILE IRON PIPE SHALL BE 5/8
OF EXIST. SIGN EXIST. C.B. #1 a ■ INCH MINUS CRUSHED ROCK, SIX INCHES (6') MINIMUM UNDER, TO
TO REMAIN I _ R=2' SIX INCHES (6') MINIMUM OVER PIPE, AS PER THE CITY OF AUBURN
R=13 R-5'� SO � STANDARD DETAIL N0. GEPT-2.
- --BI- �� - - - - EX. 12" DI WM - � LEGAL DESCRIPTION 21. REFER TO AUBURN STANDARD TRENCH EXCAVATION AND BACKFILL
R=30' DETAIL NO. GEPT-1, GEPT-2, AND GEPT-3 FOR CONSTRUCTION
CITY OF AUBURN SHORT SUBDIVISION NUMBER SPL005-90. PROCEDURE.
_ I S 84'0450' E \ LOCATED IN THE NORTHEAST 1/4 OF SECTION 12, TOWNSHIP 22. ALL\ HALL BE
45' / 21 NORTH, RANGE 4 EAST, W.M. OF KING COUNTY, WASHINGTON CLASS 'AIMPORTED B BANK RUNIPGRAVEL. MODIFIED BYTRENCH BACKFILL M THE RCITY IAL SOF AUBURN.- 16TH ST. N . W. \ \ \i R -- 336' 4 �'� Lq A,SEAPED 2 -50.0'
D� 0 23. PIPE TRENCH BACKFlLL MATERIAL WITHIN THE IMPROVED
_ _ 6o'Ri6HTOF�tt9Y \ \34.10' / Rg yL / o• 60 ry RIGHT-OF-WAY
IGHT-F- AS SHALL BE 5/8 INCH
THE CITY STREET, ROC( WHEN
_ \
EXITS/GN y``/ �E ZOtrIPIG
11 20
M_1 FAC 0035-91 Q:�•�
THESE PLANS ARE
CONFORMANCE VA;
OEXIST. C.B. #5 \ Z AUBURN ENGGMEERING
LOT AREA REQUIREMENM
o °
R= 89'4530'
R = 300
1.13 ACRES
47 0.04 •a° APPROVED BY: �'�`•�^^� -�+'^�'_'�"'
L = 470.04' � op ., ,
\ '° PROx, 60Cg7_101Y DATE APPROVED: II -ZZ 4l
.r OF POWER TRAI0j9ORMER
APPROVAL PREPARED BY OWNER CASCADE COMMUNITY BANK SHEET
' DON LISKO P.O. BOX 1996
JOHN R. EWING AND ASSOCIATES = AUBURN,WASH. 98071 (206) 939-9600
t DATE CIVIL ENGINEERING - LAND SURVEYORS PROJECT_ _- - - 6/12/91 1314 S. CENTRAL SUITE p 200
�• KE.NT, WASHINGTON 78032 206)652-6633 . I CASCADE COMMUNI TY GAWK of
JRE
"I iJ 'JOB N0. 2 Pl<R C/ - OF,9UEGf4N CdNNM1-AM &M 11 9/9/ DESIGNED BY DRAWN BY CHECKED BY SHEET CONTENT 41413.03 I PER CITY OF9UAlMN COMA�Y79 9 7d/zv/9/ A.S.P/S.L.M. S.L.M. A.S.P/J.R.E. SITE PLAN
REV. NO. DESCRIPTION BY CHECKED DATE S �9/
1
NFL ; ,4,7 T .
�✓/DE R/PRAP qTP/PE OUTLET
AND 6V0 01SV/LLIVAY WY �/ P 2.0'
159.6T S b'`T W/DE X C'ZONE
C/TY OFFUBURN STD.
��• SOUTH N 1 2 BRAMIAN D.LC. 38
TN
HYDROSEED DISTURBED AREAS NS q[L�,. 'Kz40' DRAINAGE EASEMENT - - - - - - T%/K',YASDNALT JD oAD .SrcEss GRADING, DRAINAGE AND EROSION CONTROL NOTES:
PUBLIC DRAINAGE DITCH 3P/LLWAy -
� NOTE:
/M/TS __ - 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED
LANDSCApEO AREA - �, 17.0'DRA/NR6ED/TCH FOR /MPROVENIENTB RETENTION/DETENTION, SEDIMENTATION AND EROSION CONTROL
WATER ESMT _ ET D AND RESTORgT/ON OF FACILITIES MUST BE CONSTRUCTED AND IN OPERATION, PRIOR TO
7705110675 IEX/ST. DRgiNA6ELAND CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES, TO
91/LLWAY SEE `C/TY yPpRO✓ED" INSURE THAT SEDIMENT-LADEN WATER AND STORM DRAMA4><c RUN-OFF
SEWER ESMT - - .5g /Ny� s�� �Q�% "CONC. /PE A0.0' WETLAiVD SHELF SETB ' �AN9 BY DOES NOT IMPACT THE ADJACENT PROPERTIES OR THE NATURAL
7109100524 59DRAINAGE WAYS.
UP6NE.0.. c -szas - y ' EED D/9TUR8E0 AREAS A No. QOG3-90
SCALE: 1" = 20' 65 L.F. 6" C P ® 0.5X AgPROV/DE COALE9C/N6 fi ATE, GRA AD. Oo0/-q/ 2. THE RETENTION/DETENTION, DRAINAGE, SEDIMENTATION AND EROSION
NEW C.B. 3, TYPE 1154 CONTROL FACILITIES DEPICTED ON THIS DRAWING ARE INTENDED TO
DETA/L 6YT 3/9 INV.(E)-55.65 (36"CMP) \ R /NVERT.J AND CONF/GURgT/Oy( \ BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONSADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY BE
E• INV. SW)-55.75 (24"CMP) II Ij s0 . REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE
CONNECT ROOF DRAIN TO NEW FOUNDATION 'WW BwGATE ✓ALIVEIMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO
sl s' ° j'�0 1116 � 528� I I
FOOTING DRAIN I THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE
s° a3. o' I I I I ^ PERMITTEE.
I I Q2 USE BOTTOM PORTION OF EXIST. CATCH BASIN, C L
I�� e/'�� a III NOTE:
I I I I TYPE?-L WHICH IS LOCATED IN NORTHWEST SECTION a j I IO 3. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL
OF PROPERTY. CATCH BASIN HAS BEEN ABANDONED h.?3 y LOCATE OUTF.9LL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE
AND LEFT ABOVE GROUND. CLEAN INSIDE AND OUTSIDE I NING OF I /j 62, P/PE AND AgPNgLT CONSTRUCTION IS COMPLETED AND APPROVAL HAS BEEN RECEIVED
OF CATCH BASIN AND REMOVE GROUT AND ALL OTHER URED IN PLACE �. 9P/LLWAYBE7WEEW FROM THE CITY.
I �` I I� NEW C.B. / 2. TYPE II M, OWrf RAID
3NECYES.
I I FOREIGN MATERIALS FROM CATCH BASIN. PATCH EXISTING III CONC. CURB '' 0 I I CONTROL S'UCH- 91EE PLANTING PLAN
HOLE IN KNOCKOUT. Wj m ego I RIM.-61.00 9HT.L-1 D/7CH 4. ON PROJECTS WITH GRADING PERMITS ONLY, AND FOR WHICH NO
/ aro L J I I I INV.(S)=55.33 (36'CMp) /MpR61t°MENT bX SUBSEQUENT BUILDING PERMIT HAS BEEN ISSUED, AN AS-BUILT
3. CATCH BASINS ARE DESIGNATED PER KING COUNTY rM 13, pow �N` T ��oce""` btiti`' ryb d )mPERT ENB/NEER/AS DRAWING WILL BE REQUIRED UPON COMPLETION OF GRADING
ROAD STANDARDS c e � I I INV.(WW -55.33 36 CMP) AND L•qp .ygRc py/ ACTIVITIES.
INV.((NNjj 55.33 �8"PVC
I I I I2.I i ) CLAVTRACR7lP.
4. LIGHT HAZARD SPRINKLER SYSTEM TO BE DESIGNED o �A/✓G N SEE DETAIL SHT 3/4 5. DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED
BY LICENSED FIRE PROTEC71ON ENGINEER IN FCAN6E� 7EE t" ACCORDING TO THE FOLLOWING SCHEDULE:
ACCORDANCE WITH U.B.C. STD. 38-1 w/ �'N/C p " '� III ' LIMIT OF A/C PAVING✓ALIVE II w 6ry FORM APRIL 1 TO OCTOBER 31 ALL DENUDED AREAS AT FINAL
5. ADJACENT TO ALL STORM DRAINAGE CATCH BASINS ON SITE 6" 1
N II I THIS NOTE SHALL BE STEN�ILED ON PAVEMENT: "DUMP NO CLASS 5 B?'?s n GRADE AND ALL EXPOSED AREAS THAT ARE SCHEDULED TO REMAIN
WASTE, DRAINS TO STREAM , O' I I .�FOOT MUTUAL UNWORKED FOR MORE THAN 30 DAYS SHALL BE STABILIZED WITHIN
r� I 6'X6(HYDRANT EA9Eh1ENT I'� lVeRESS' {E6REB8 10 DAYS.
1 OF O INV.=60.20 O $ '��Eq*rwd r
FA107-E. � A W FIRE HYDRANT FROM NOVEMBER 1 TO MARCH 31 ALL EXPOSED SOILS AT FINAL GRADE
LY CITY g E THEUNDERGROUND OF AUBURN STD. '� 14 ro7 „ I ery 15' IIII W 1 I SHALL BE STABILIZED IMMEDIATELY USING PERMANENT OR TEMPORARY
z I SUPPLY TEES OFF TO 7.5� Ny INV.-60.00
ONLYA F/RE NEW C.B. 4 TYPE 1148 H I -61.92 MEASURES. EXPOSED SOILS WITH AN AREA GREATER THAN 5,000
KLERSYSTEM A M.=61.81 a ? Sry ? IINY. N)=55,g2 (36"CMp SQUARE FEET THAT ARE SCHEDULED 70 REMAIN UNWORKED FOR MORE
AT'9/LIEU PLAN INV.(NE)=56.16 (A!"CMP) I ;� II M1•yo 620o INV. NW)=SB,42 (6"PVC THAT 24 HOURS AND EXPOSED AREA OF LESS THAN 5,000 SWARE FEET
l i II INV. E)=56.76 (M-CM THAT WILL REMAIN UNWORKED FOR MORE THAT 7 DAYS SHALL BE STABILIZED
BESUBM/T7�D AND INV.(E)=58.31 (6"PVC) I I ' / 'x' O I %• IMMEDIATELY.
. O✓EDBYTHEF/RE INV.((SW)-58.31 (6"PVC)
MAR5HEL PRIOR TO INV.-60.25. INV.-59,58 i 62 N�W=C'B. 5, TYPE II s(9'
/NSTALLgT/ON 6" PVC a • o
B"x 6" REDUCER INV. W
Q 8'x 8"x 3" /2 I .( )-56.92 (12"CMP)
C. I N. DOUBLE DETECTOR ® O' 1 '�' I I 00 s LEGEND
BLOCK I
II IIII 4 I /OCRTED VALVE' z o ¢ I2I
I I I PRO✓/DE 6'X6' EXIST C.B. A APPROX. LOCATION Y " X m EXIST. SAN.SEW R MANHOLE
FLAT dEl� p . AK FAC3N OF STORM STUB ti le i F/,St�HYDPANT CONTROL STRUCTURE '9 o F/,4L�fryOl+�gNT
3 AS REgU/RED RAISE RIM TO 62.00 I' (ABANDON) dry' m S i
® EXIST. CATCH BASIN
L!2.%SLOPE INV.(SW&NE)-56.44 (EXIST. 12 PVC) '� U) �.•o WATER SERVICE :�� EXIST. SAN SEWER STUB - EXIST. UTILITY PIPE LINE
x Ix I INV.(SE)-56.77 (NEW 6-PVC) N CLNC. 3LgB w - - -
�n . . >? PVC (EX/ST) INV.-25.45t
w w 1qP• . F2 •'o / 62 NEW STORM DRAINAGE LINE
I 6 '. .i • O ' ry' b I 20`�� NEW ROOF DRAIN LINE
BENCHMARK
I I C BS � 1E RFLOW I I s2 n. ELEC SERVCE 0 NEW CLEANOUT
RAISE RIM TO 62.70
INV.(SWMIE)-56.36 %
� \ OR.D. NEW ROOF DRAIN LOCATION
/ I I °ry SEE HT S! \1 1
CITY OF AUBURN VERTICAL CONTROL C,\ / LIMIT OF A/C PAVING NEW CATCH BASIN INLET
BM "X" TOP OF MONUMENT AT
INTERSECTION OF CENTER LINES too Q
II I A C PAVMG TO I I II - 2 ® NEW CONTROL STRUCTURE OF 3011i ST.NW AND "B" ST. NW EXIT. DRIVEWAY (,�• s.00 y ' W �zso
ELEV.=55.45 (BASED ON BM'Y) RAMP '� CA ! I 'ern a RIM.=6 38 FINISH PAVEMENT SPOT ELEVATIONS
EN F �'�A 2.2 E1QST. BUILDING ' 2' 4'y IIII INV.(NW) 57.44(8"PVC) EXIST. CURB TO REMAIN
S Bp E la
56 45' /N ✓'' U j` s\ 7, I TT BE DEMOLISHED fit s I i i I
J 6 PROPOSED CURB
N 23'42'32" E 8 VC ® O.Sg,
VE Y OCATIO .00 / 1 ?s0 II I NEW PARKING BUMPER
- - - - EX 1 DI WM � _ REMAIOF NST. SIGN TOo 62 g22�Ibry 2y5 ?' i I II s _ EXIST. CURB TO BE REMOVED
b�oo� EXIST. SAN. SEWER MH( ( 3E -59- EXIST. CONTOURS
S 89.04'50" E 3 \
- \ e 61.51 MATCH W PAVEMENT ELEV.)
2.16 O 70" 1 V.(SW/Nl i=53.32
00
3. \ /T/ �v
N.W.
p zBs I
� 16TH ST. N_ ix
N?NbTEV,9CV \ �Lf 2.8 3,po III
REDO W 12 x W'9TEE \ = 42.00'28" �+ J CONFIRM EXACT LOCATION OF EXISTING
_ CLING 7EE 12 x 'Q �/ / 'Q• 330.04 / `�° / SEWER MANHOLE
BL 241.98' 3�/ / Doti g. o CHAT/ 16„
1111 MATCH NEW A/C PAVINd ASPHALT PAVING
12. SS W/ C NC. OCK \ b3S° FLAT
EDGE, OF NEW 2:1 SIDE SLOPE
/ ,r RIVEW\RAM
4 D
SAWCUT EX/ST POR /Y"NT AS REpU/RED �'/ J 6 f� e \ q, F C 00
f/O'W/DTH MAX) FOR NEW WATER JUpay L/NE _ O"\ \ P /// \yl' 6•'M/N A 35-91
/NSTALLAT/ON PROV/DE A,/C PATCH TOMATCN _ \ �,. '�Y w 6 � PROVIDE NEW DRIVEWAY THESE PLANS ARE 'APPROVED FOR
EX/ST/NO PAVEMENT.FEE'elTY OFAUBURN STp .i o RAMP, SEE DETAIL
\" / MATCH RAMP TO EXIST. CONFORMANCE WI1H THE CITY QF
30 ° * 3.so r a.so SIDEWALK. 2" AUBURN ENGINEERING DIVISION S
EXIST. SAN SEWER MH E OA• . , REQUIREMENTS.
GROUT WATERY/uAHT RIM. SEAM RIM.=62.04 L •�Q \\ \ ASPHALT SPILLWAY
INV.(SE6NE)=55.96 INV.(W,SE&NE)=53.01 \ a 3.�0 \ p
NTS APPROVED BY: �
ARMCO 20C \\ \ \ \ �� bl 5q\\ DATE APPROVED: - 22-91
GATE VALVE \ \
20fL.P OR EQUAL \
8^coNc. APPROVAL 63
P/PEQ PREPARED BY
O.5'/e $LOPE OWNER
DON LISKO CASCADE COMMUNITY BANK SHEET
DATE JOHN R. EWING AND ASSOCIATES N•R.A P.Q. BOX 1996
JRE CIVIL ENGINEERING - LAND SURVEYORS a AUBURN. WASH 98071 (206) 939-9600 2
�• ' 6/12/61 1314 IS.N CENTRAL SUITE N 200 PROJECT
FLAP GATE JOB NO. 8 PER CITY OFAUBURNC041 y� //9/9/ KENT, WASHINGTON98032 206 2-6633 11,111 CASCADE COMMUNITY BANK 1 PER CITY OF AUBURN COMMENTS SLIM DESI D BY DkAWN BY CKED BY T� OF
NTS 1413.03 10/21/91 A.S.P/S.LM. M. SHEET CONTENT A
REV. N0. DESCRIPTION BY CHECKED DATE A.S.P./J.R.E. GRADING & DRAINAGE PLAN `t
91 a 1 z44 _. c�r 4
r WR CLEAR 1Ytr
r CONCRETE OR IJDER
l • L
Y CUL WINE FABRIC 36"0 CMP
... v CONTROL STRUCTURE
•••• ' • "" - - (SEE DETAIL) RIM = 61.0E VAULT
• INV = 55.33 INV = 55.33 RUN TO DAYLIGHT ELEV = 58.92 8'0 PVC FLUSH W/ FINISH GRADE
.. •. 4 -177116-
r2.00'� 7.0'
1. CONC CLASS 5 (1 1/2� 5 SACKS ` Y COMPACTED 5/8' e" • 8', 10 x 10 W.W.F. 1' STANDARD O INV = 55.72
CEMENT PER GU. YD. AND MAX. I" MACIED CRUSHED ROCK CC OR MATCH EXISRNC r 7' MAX
AGGREGATE 1 1/2" NTH 5% BANK RUN (SEE NOTE NO. 7) A A
AIR EN7RAINMEHT. SEC110N 126 GPM
2 WHEN A DRIVEWAY OPENING IS WHERE DRIVEWAY EXCEEDS CAPACITY r
TO BE CONSTRUCTED WHERE CURBS 18' IN WIDTH. A 3/8' EXP. PLATE
EXIST. THE'ENTME CURB AND GUTTER JOINT SHALL BE PLACED 36"0 CMP L / I COVER
LONGITUDINALLY ALONG
NEAREST
SMALL BE REMOVED TO THE ,. 6H-b C OR SYMMETRICALLY
NEAREST EXISSIDE OF THE OP NII JOINT 8"I PVC
�u�gDE OF THE OPENING AND 5l' (FULL MAX INTERVALS GATE VALVE
` ) INV = 55.33 COALESCING PLATE 660 CPS 36"0 CMP
3. INSPECTION REQUIRED �E �b / UT/L/TY Y9ULT CO. OR EQUAL �.
PLACING CONCRETE. / & PER CITY OF AUBURN STD.
CONTROL STURCTURE INV = 55.33
4. ANY UNAUTHORIZED CAUSE
DEVIATION FROM ' CONCRETE WALK TO .W' INV = 55.32 U.V. CO. 1012
THIS DETAIL SHALL BE CAUSE FOR RE- BE DEPRESSED TO TYPE II,72 '0 PER DIAMOND PLATE COVER
JECDCI OF THE WORK. MATCH SLOPE OF DRIVEWAY CITY OF AUBURN STD. GATE VALVE / COALESCING PLATE
S. ALL WORK SHALL COMPLY WITH ' IS Re DELINEATION PRECAST CONC. CONTROL STRUCTURE INV=55.3;- 66o CPS 9E.P/ES U.V. CO, 322P
APWA STANDARDS 24" IS REWIRED, EACH UT/G/TY VAULT -a DIAMOND PLATE COVER
DE OF APPROACH 54" DIA. PER CITY OF AUBURN STD. OR EgUgL )f PER °
8. WHERE 7 1/2' UMITY STRIP OF AUBURN.97D,
EXISTS, DRIVEWAY III SIDEWALK /
SHALL GI PLACED AS DIRECTED
Q/rYPLACED NOTE:
BY NOTION A-A
THE ENGINEER. /
CONTRACTOR MUST OBTAIN MANAFACTURER NTS
7 RE SUBo ROCK I TO 1 PLACED 3/9" EXP. JT. SPECIFICATION ON COALESCING PLATE AND
DIRECTED
D By THE IS UNSTABLE AS FULL DEPTH SUBMIT SPECIFICATIONS TO THE CITY OF
DRECTED BY 711E ENGINEER.
AUBURN FOR FINAL APPROVAL PRIOR TO
24" PLAN INSTALLATION.
NTS OUTLET WEIR
INDUSTRAL AND COMMERCIAL DRIVEWAY - TYPE 'Co CONTROL STRUCTURE/COALESCING PLATE CONNECTION NTS OIL DAM 6.0'
HORIZONTAL COALESCING
NTS PLATE
a e
27!O' WETCANO L/M/r
fo.o' 770' rav 0E F�_O, 2 a, PRECAST CONC. '
SET BACK DRq/Ng6E D/TCy RCCEBJ RogD COALESCING PLATE
W C. 0 a2 PE// 7Y a 660 CPS SEQ/ES r•
COWTROL SrRUCTURC flT/L/TY VgULT CO.
ea RAM�6/.GO OR EQUFJL PfR
exieT. onwoe NML 'SS.l3 /SlW.9Ca
/ V- CaVC.) C/TYOF9UBURNS
SP/LL Wqy ,gTD
/Nv-68.00 O,
es
ee
.xa�P 25 Y.4 FL000 ELEV. �. 4.671
//T C.F C 55.20
0.5y° cx�a T. a�0o.
R/P RAP P ,p, INLET WEIR
I e2
es
eManr,o onwoc SILT FABRC FENCE
SILT FABRIC F NCE \ L MIN. COALESCING PLATE
S
e♦ 20't @aC C PlvE eo SLOPE NTS
!O.5
R/P RRP
ae SLOPE AS SHOWN ON DRAWING
63 .32 ELEV. - 535
EX/ST 2" ASPHALT PAVEMENT
RA/NgCE jJ, C/{
8'PVC L L. [10FlLE�'/N yYg7E
C O.Sy. 660 CPS /L/TY 3e
so VAULT CO. EQugL ° 20 +o
eo
° 10 20 e0 +o ao so vo so so Too 120 uo Teo Teo zoo uo 210
SECTION A-A
SECTION D-D SCALE 1" - 4• VERT.
SCALE; 1" - 4' VERT. ," - 20' HORIZ. 1 1/r CRUSHED ROC(
1" - 10' HORIZ. TOP COURSE
e�
Pwo� cc owwoc 2 1/r CRUSHED ROCK
^ �• cxiar. a�oo. BASE COURSE
GRATE AND FRAME e2 '
RIM.= 61.00 c.r.
PIT RUN, AS REQUIRED
ao SILT FABRIC FENCE
�j� /� i\ r\ exian„o o,.woc PAVING DETAIL
2:I MIN. NTS
INCREASE TOP SLAB &
\ ADJUSTMENT BRICK 3e gppE -
CASTING OPENING SIZE \ o (4" MIN., 12" MAX.)
AS NECESSARY FOR ACCESS. ae SILT FABRIC FENCE
NEW POURED /N
° 2O 4O O° PLgCE CONC. CURB
ao Too .2o rao Teo
PFjE-C9ST CaYC. 6" IN. Teo zoo 220 240
CATCfT' %91 (� OFFSET TOP STANDARD GALV. STEEL
TYPE// 72„o SLAB LADDER/STEPS SECTION B-B �M/N I NEW ASPHALT PAVEMENT
PER C/TV O AUBURN SCALE: 1' - 4' VERT.
STD' NEgD 6C'1 5B.92 VERT.8'x8"XB" PVC TEE - 20' HORIz. R-1 6"
RUBBER GASKET IN.
8" CAP
JOINT 04 1RUBBER GASKET .'
A.C. OR G.P.K .E o m o -b
D•. o
MANHOLE ADAPTER .04 36" CMP INLET e2 Pno�ouo awwo ,
v.
f o PIPE EXOEvgT EX9lON�
SILT FABRIC FENCE CLE/JN , NTS 207 O.C.
EX
0=.24 CFS eo F/LC as
cxianNo oRwoc
B" PCV OUTLET o g� CONC. CURB
ae
PIPE 0INV.=55.33 * INV.=55.33
� SILT FABRIC FENCE
NTS
� ee
° 20 40 a° eo
Too 120 110 Teo FAC 0035-91
Leo 200 220 2.0 8" RUBBER GASKET PLUG
W/ 2-3/16' ORIFICE HOLE THESE PLANS ARE 'APPROVED' FOR
SECTION C-C CONFORMANCE yqTIN THE CITY QF
SCALE 1' - 4' VERT.
AUBURN ENGINEERING DIVISION S
REQUIREMENT'S.
1" - 20' HORIZ.
CB #2 - CONiROL STRUCiURE ,,
NTS APPROVED BY: 71^-j pp nn o
APPROVAL
DATE APPROVED: I - ZZ-ITI
PREPARED BY
OWNER
CASCADE COMMUNITY BANK SHEET
DATE JOHN R. EWING AND ASSOCIATES �N R. er DON LISKO P.O. BOX 1996
CIVIL ENGINEERING - LAND SURVEYORS 4 ' PROJECT AUBURN, WASH. 98071 (206) 939-9600 3
6/12/91 3 PERC/TYOFgUBURNCOMMENTS .5LA4 ///q q/ JRE
1314 S. CENTRAL AVE. 98032 CASCADE COMMUNITY BANK
JOB NO. 2 PER CITY OF AUBURN COMMENTS SLM 10/21/91 KENT, WASHINGTON 206)852-6633
1 REVISED COALESCING PLATE DTL. SL.M DESIGNED BY DRAWN BY CHECKED BY v
1413.03 , ILwt SHEET CONTENT
OF
DESCRIPTION BY CHECKED iDATE A.S.P/S.LM. S.L.M. A.S.P/J.R.E. A 4
- - DETAILS
g I D r z44 3 4 of 4
N
FILTER FABRIC (PROPEX SILTSTOP OR EQUIV.) 36' WIDE
S 89'06'01" E ROLLS WE
STAPLES OR WIRE RINGS TO ATTACH E
—156.00'— - I
159.6T — — — SOU UN N 1 2 BRANNAN D.LG 38 TO POSTS
— — — — _
f1.O'�ESS R 2,9,9 HYDROSEED DISTURBED AREAS FILTER FABRIC SD 10 2" z 2' x 14 CA.
MATERIAL WIRE FABRIC
40' DRAINAGE
EASEMENT T p
T. TCN 7p'DITCH 2" x 4" DOUGLAS FIR • !
` OR STEEL POSTS I
_ 0 0
II
•� / 58 • • � • - a OF lRRdOlOCRt1M 1r11 11�1-1
,1 �
03
III(I 10' WATER ESMT HYDROSEED DISTURBED AREA IAF( 7705110675 to io
20' SEWER ESMT �w II
AFy 7109100524 II�— — IIII
I
UNTO OF
CONTROL FENC< m 3/4- MIN. DIA. WASHED
65 II
II
GRAVEL BACKFlLL ON U (J ll
BOTH SIDES OF THE
NOTE: NEW C.B. 3, TYPE 1164 \ FENCE BURY BOTTOM
I
RIM.=60. 0 OF FILTER FAB. 2'fG4'
FOR IMPROVEMENTS AND I _ �1 PROVIDE COA ESCING MATERIAL IN 12' DOUGLAS RR
INV. E =55.65 36-CMP c ,✓ s 0 PLATES, SEE DETAIL x 8" TRENCH
• 4' O.C.
I\ RESTDRg T/ON OF EX/ST/N6 ) ( ) I °� O, b P05TS)
DRA/Ng6E D/7 ,PEE INV.�SW)-56.00 (12"PVC) �, �•' o s�. ®7 s78 I - I I (ALT, STEEL
a .y,. o o/s FOR INVERTS AND
I I I 'SY." APPROVED " PLANS •III !e 's `V �� � I III CONFIGURATION
O
RUPERT ENC/NEER11V6//NC
I SEPg Mo.o063-90
00 �6, I
elb° FILTER FABRIC FENCE DETAIL
BEGINNING OF
N I� 11 TYPE II 72
POURED IN PLACE " GC RE '
NOT TO SCALE
I I / CONC. CURB I III RIM.-60.00
INV.(S)=55.33 (36''CMP)
P,DQ !'T T P'GOF LIk oh I �y a Flip I III INV.((INV.(N)=55.3W)=55.33 (36CMP)
NO 3 (8"PVC) / tY MIN
I
SCALE: v 20• s e T I ^ I I I 4' - 8' QUARRY 50
SV ALLS
IIII ��-
I I M I
IJ CLASS 5 112 E° /N�GRESS E6RE S
I , _ O EgSEMEN7
INV.=60.20 o
w I NEW FIRE HYDRANT I I �^ N yv / III N W C 1 TYPE II 541
+ ASSEMBLY PER CITY c N •ham f NOTE: INSTALL CONSTRUCTION ENTRANCE MAT AT EACH ACCESS
"±� ? INV.=60.00 RIM.=61.92 POINT TO SITE USED FOR SITE CONSTRUCTION EQUIPMENT.
g I OF AUBURN STD. I INV.(N)=55.92 (36"CMP)
_ •P s INV.(NW)=58.42 (6"PVC)
I I NEW C.B. 4, TYPE II rf/° I I "� . ti'° I p0 INV.(E)-56.76 (12"C,Np) ROCK-LINED CONSTRUCTION ENTRANCE
RIM.=61.81 '
INV.((NE)-57.81 (1!!%Wp) I $ ,I o •'a::0 4:, o a III NEW C.B. 5, TYPE II48' NOT TO SCALE
INV.(E)=58.31 (6-PVC) I I INV.=60.25. INV.=59.58 �2� I .= 1.9
INV.(SW)=58.31 (6'PVC) B. PVC °' c INV.(W)=57.92 (12"CMP)
II I 8"x 6" REDUCER
P
8"x 8'x 3" OOUBLE DETECTOR 1L S CM I I IO
CHECH VALVE I•I I
BLOCK III APPROX. LOCATION ,y5°
EXIST. C.B. III 2E. TYPE 11 I - - os. OF STORM STUB 6ti°� I CONSTRUCTION SEQUENCE
CONTROL STRUCTURE I I rs CONC. SLAB (ABANDON)
RAISE RIM TO 62.00 WATER SERVICE SEWER STUB
a THE FOLLOWING IS A SUGGESTED CONSTRUCTION SEQUENCE THAT IS
Z^j ; INV.(SWddJE)=56.44(EXIST. 12'PVC) '^ •'• o, INTENDED TO INSURE THAT PROPER EROSION CONTROL AND
72 P✓C (EXIST)
INV.(SE)=56.77(NEW 8-PVC) L/M/T F ER /ON RETENTION/DEITNTION METHODS ARE IN PLACE AND CONTINUE DURING
{7+ m sL : ti?� I?o CONTROL FENCE THE CONSTRUCTION OF THIS PROJECT. EACH INDIVIDUAL PROJECT
x Ix I I I L) ` pry. �d0• / IS UNIQUE AND REQUIRES ITS OWN SEQUENCE THE FOLLOWING IS
w W I • •o
LRRTO II ` `I ` �\ \ELEC SERVICE /VpTE. AN EXAMPLE OF THOSE ITEMS THAT THE CITY OF AUBURN REQUIRES
CONTROL ANC! « I ( I I sus \ \ SECT/ON9 OF EROS/ON CONTRO[ FENCE AND YOUR CONSTRUCTION SEQUENCE SHOULD INCORPORATE THOSE
/ 1 \ MgYQE 08M/TTED DUE 70 614G6YNG GR/4D/NG ITEMS WHERE APPLICABLE:
TO HPO/ICENT LOT(EgS7 tWeST of SIM:)
EXIST. OVERFLOW + I CON,-/RM L/MITS OF FENG/N6 W17hvf 1. ESTABLISH CLEARING AND GRADING LIMITS.
C.B. it lE I EASEMENT 11 i C/rY OF AUBURN.
RAISE RIM TO "62.70 n ° o-° I I 2. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE (MINIMUM
INV.(SW&NE)-56.38 'n \t_� I sz �. IIII 50 FEET BY 20 FEET WITH GUARRY SPALLS)
MATCH N W
A/C PAVING TO III I s.o0 0 00 1 RIM.=62.38 -1 3. CONSTRUCT F/LTER FABR/C FENCE6 9ND OTHER
EXIST. DRIVEWAY CA 8 0 '6� o� INV.(NW)=57.44 (r py� EROSION CONTROL DEVICES F7S SHOWN
RAMP e2 50 Oct urge
2.2 2.� I II I NOrE: 4G CLEARLY STgTE qT WHAT POINT GRgD/NG gCT/V/T/EB
END F U ED \ 'S $ DO N07 PLACE Og1V SEG/N.
/N FL flCE CONC. CU �\ 8 62.50- eti _ _ FA6/l, . UNDER 5. COMPLY WITH THE 'GRADING, DRQ1NAGS qND EROS/ON
GRATE AS 7KE /
S 89' 4'5 I E 56.45' C 0.5Y. I I SEDIMENT MAY O ERAT/ON AND MA NTENAE)OF THESE Fgc/L//IN 7-HE OT/E5.
`, \�, 8" L COLLECTED
p N 23'42'32" CLASSY : 1 e _ Dreo
I 23.66' \ pry/ ��Joo eti W/GR� w .vAie
. o ry I rS \ Z, I IIII F/LTER /B/:it77PE/VED
7.65 > FABR/C
0
o EXIST.: AN. SEWER MH 3E -
EX. 12" DI WM �7. 3, F
60'R/G \ \ 2 2. 6 , 9 MV.(SW1NW)=53.32 //MMEror S'anw
_ S 89.04'50" E HT OF N'gY \ \ \ s 3.00 \/ 8 lee IIII • .
�
16TH ST' N'W' W- \ / 6 �(F p0 MATCH NEW A/C PAVING 11 o 'r� J`?0 FLUSH TO EDGE OF NEW
MAIN IV TEE �LVE" \ m /REDUCI � 0•Q�, p DRIVEWAY RAMP
os
NG x g \\\ '' \� �// ISOMETRIC O•�,
i�'E W BL ¢{� . � � PLgN V/EW FAC 0035-91
/
CONC. \ / /
Ex. 12" ss OC1c Fr 401
/_ THESE PLANS ARE "APPROVED' FOR
1 /fp 2"X 2"x,Y'(M/N.) 1^- / 'WA9//ED
/ .} / \� 3' APART{MAX) CONFORMANCE WITH THE CITY QF
4 D/ y. WDODEN 97gKE3 RDCK FVLTER OVER
0 / (� DRIVEN IN
GR6VND - f/GrER FgBR/C AUBURN ENdNEERIMC DIVISION S
�, t \ \ •� ROVIOE NEW DRIVEWAY (rrpe.*C) DEYIH REQUIREMENTS.
\ ••. RAMP, SEE DETAIL
MATCH RAMP TO EXIST.
O \ \ •t.o• . 3.90 / 3.� / ( SIDEWALK. 9ED/MEN>'SUMP SGOPE�2 7 VIRe+,✓ �yd
a APPROVED BY:
EXIST. SAN SEWER MH IKE Of 0\ •
:< . \ \\ �gEli! ,y'4_ s • �1' W X DATE APPROVED: 11 - ZZ -I
RIM.=61.31 RIM.-62.04 ( ' •o \ -
1Nv.(SEhNE)=55.96 INV.(W,SEINE)-53.01 " / '•a. 370 UM/T OF Ef7oSiON /a Pe '0 ••
cvlv vf ENCEP[RiV /EW
GRATE
V �b3 INLET SED F/LTER
APPROVAL PREPARED BY OWNER CASCADE COMMUNITY BANK SHEET
P.O. BOX 1996
JOHN R. EWING AND ASSOCIATES o1,N ' Eke DON LISKO AUBURN, WASH. 98071 (206) 939-9600
DATE JRE
CIVIL ENGINEERING - LAND SURVEYORS PROJECT
6/12/91
1314 S. CENTRAL SUITE # 200 CASCADE COMMUNITY BANK OF
KENT, WASHINGTON 98032 206 852-6633
2 PE)4 C/TY OF gUBUAViV OOMMEN7S 9GM lI T I/ !
JOB N0� � � DESIGNED BY DRAWN BY CHECKED BY IT SHEET CONTENT 4
1413.03 T PEP? C/TYOFquBufWCOMMEN7S SLM 16/21/9/ A.S.P/S.LM. M.C.L/S.LM. J.R.E./A.S.P. •� T•E•JC•C•P•
REV. NO.1 DESCRIPTION BY CHECKED DATE
CA S o �s 91 D 1244 4 of 9•