HomeMy WebLinkAbout97D1475 A PORTION OF THE SW 1/4 SECTION 19, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M.
GRADING AND STORM DRAINAGE PLAN
NOTE: INFILTRATION SYSTEMS ARE SUSCEPTIBLE TO 9� a'7Ry ii
FAILURE IF NOT PROPERLY MAINTAINED. THE OWNE I
RS) 3
II zcK uN v• i• + Y.
MAINTENANCE (AT REGULAR INSPECTIONS PAID ANNUAL m6 [_vl vU vv
it °" RIP-RAP PER CITY
+ OF AUBURN STDS, �a
INFILTRATION GRAVEL
BIO-SWALE 'C' y W
CELL FILTER EX BUILDING 1 C RIP-RAP PER CITY wJr O N
BOTTOM=90.00 a WINDOW o° pea hh S� wh °bs OF AUBURN STDS
i MWS-93.00 9h. °'' 8 8 '�6' W IO'h___________ I0h +°° � 0.00' + + w
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h ss ...r...-... T8rTE
ZO
EX +0� Z90 0 E - cur15TH ST SWziJ Z
+°ti �D PBIOSEDIMENTCELL - GARAGE 7 _ zoo w0
uuB 20, 3. B - - �. - - - - - - I:� 97.40GARAGE o z z 3rn RIP-RAP PER CI m GARAGE --_ 1 - - 4-UNIT INFILTRATION TRENCH ? m m Q
OF AUBURN SIDS bGARAGE BUILDING ZIE=90.00 +° °e� 2 STORY vWircoo
BUILDING + FF=97.509Yf 0 n
96� 11 U W W �^II
2 STORY INFILTRATION TRENCH O
TEMP. 12' WIDE GRAVEL ACCESS ROAD USING
/ 6' DEPTH 5/8' CRUSHED ROCK. FINAL LOCATION W SOUD UD GARAGE g6. 0 6IN UPON COMPLETION OF PHASE II / _ y UpDp
N 8T47'01' W 114*22' °he GRATE=94.20 _ _ "_ _ _ _ _ GARAGE T
I IE=90.41 1rN) + - IE- .00- 97.40 - - ° r'�'"h Z
I1 .4, ,rs) GARAGE
- -� VICINffY MAP J� Q
ipw°ry p �� 1 9750 GARAGE O SCALE 1'=1/4 MILE
4" STE. POST WITH °� 0- Z M
HAIN PAID RAPID +° , SRE INFORMATION m - - 0 0
O I w o CB W/SOLID C NC. LID
CESS LOCKS
3 00 + ^ TOPUNA a 97T01 OBTAIN INVERT SITE ADDRESS: 2100 'A' STREET BE, AUBURN, WA 98002 \ \ < Q
-- - w0 TOTAL SITE AREA: 86,360 SF (1.98 ACRES) mom- Q
i 9 .40 7. °e �' '��- zz: �' l.L
O (IC--�NIF -� TOTAL IMPERVIOUS SURFACE COVERAGE: 53,655 SF (1.23 ACRES) m `r' LL
DRIVEWAY ER w URN , I' >h�l c GRAVEL \ saw PHASE 1 (ROOFTOPS, DRIVEWAYS PATIOS ETCJ w
STD. DTL. 0. W-2 i N JC-
(TO BE C NSTRUC D , !o A \ (GRAVEL) 64,553 SF TOTAL LANDSCAPE AREA: 32,705 SF (0.75 ACRES)
95. ,I 20' EME ENCY ACCESS GRAVEL a^, �
AS PART F PHASE 1) i 9 . I + 0 6" TR *' U
�� CB W/SOLID CONC. LID
96 ® (TO g( REMOVED _'ti TOP = 97,28 ZONING: C-3 COMMERCIAL (0' BUILDING SETBACK)
i UNABLE TO OBTAIN INVERT
3 I� IE= .60 8'-1r O 20.0% HP a MULTI-FAMILY (PHASE 11 RETAIL (PHASE IIl
c5 jl � EMERGENCY ACCESS LOT AREA 64553 SF 1.48 ACRES 21508 SF 0.50 ACRES
INF N TRENCH ( ) ( )
9 .00 TO BE PAVED UPON h
ILTRATO
i
i -
°
, � m OMPLETION OF 9' I BUILDING AREA 180522 SF N/A
I
i GARAGE h /
- -
' I j IE=93.50 6.0 BE e >> rnll HASE II ° G- - 7.1 G I °�P PARKING REQUIRED: 27 STALLS 15 STALLS
�I R M +°jp +Qee N / o� + - - `y I C. .~.' - sb I +
,
a _ ry + I ° `I� PARKING PROVIDED: 34 UNCOVERED 18 GARAGES N/A STALLS
O
REMOVED op. I +y GARAGE I I I ', HC PARKING: 2 0
° C GD
D D W W
II `z DENSIN ALLOWED: 46 UNITS N/A m w co Q1
II 3 r WHITE PAINT �� a DENSITY PROVIDED: 18 UNITS N/A O Z
TEMPORARY SWALE STRIPING (TYP) C� +°0 LANDSCAPE AREA z7.00D SF
O Lz
I (810-SWALE A ) `` +° 2o' TYP a LJ �� _1 W i�
h1 (TO BE CONSTRUCTED AS I BIO SWALE 'B I fi' SHEET INDEX W ~b PART OF PHASE I) , I + IN
�y^ rz 55 Z CO)
i to L
m Ii I
N ILO
GARAGE 0
!; + 5 UNR 1 E ., I 7 -I 5-UNIT SHEET 1 GRADING AND STORM DRAINAGE PLAN w I
1 it BUILDWG - - - - - - - �� BUILDING SHEET 2 WATER AND SANITARY SEWER PLAN J c Q
w Al NOTE: PHASE 2 SHOWN IN HALF- wl : 2 STORY GARAGE I LAINDSCAPE Ace 2 STORY ° A SHEET 3 SHEET 3 Z o 3
rn III 1 ro TONE AND IS CONCEPTUAL ONLY /� v
p 9 h 2 00 AREA OW) + 4+
+ AND WILL REQUIRE SEPARATE `a� a FF�v'10 ^ FF=97.50 SHEET 4 TEMPORARY EROSION/SEDIMENTATION CONTROL PLAN Z
E II APPROVAL BY THE CITY OF AUBURN r +° . ° w ( b, = Q C7
m
+ + SHEET 5 TESP NOTES & DETAILS Q IN
m 60' W.
so 0 ogry I - - - - - P m
m ' C C +w Z
ti 'l,^ +°ti I +°h - - 20' 24 20' a (TO REMAIN) a ^ BENCHMARK Q
N i 9h I h
+ I GARAGE I +a° B.M. NO. 2-H, MONUMENT AT EAST 21st STREET AND 'Or STREET SE, ELEV.=101.118
o' ETn GPf2AGE 15.00' a B.M. NO. 30-R, TOP BRASS SURFACE MONUMENT AT CENTERUNE OF 21st STREET SE AND ON
r� I + °'8' TREE I 1 ST�RY 97.50 1 STORY ..
- SECTION UNE NEAR CENTERLINE 'A' STREET SE, ELEV.=94.777 p
3 94.0 r�'q7�_,(TO BE REMOVED) I UN� I _ UNIT L�
RIP-RAP PER 2' CURB BM NO. 30-0, 'X` ON EAST SIDE OF CONCRETE BASE OF STREET LIGHT 1935 AT WEST SIDE
ho + LCITY OF PIJBURN
° 'QP 'd STREET SE, 200'3 NORTH OF 21st STREET SE. ELEV.=94.972
x`
STDS
DATUM
v I '� tl 9 30' HOT DIPPED GALV. STEEL CONDUIT
CITY OF AUBURN Z �n r ICI
a UNDER- o I 220'-r PVC SCH. 40 CONDUIT I SO'-2" PVC SCH. 40 CONDUIT g °^ 0 ono
GROUND OR co m
N GAS VAULT IN --Fri0 10 20 40 LEGAL DESCRIPTION c� o
_ _______ ______ __________________________ ____ T} X
---�¢ y - ------- - --41 - -------- NIC S UB N 89'S0' E °o' ti °o . I °pry ^ \ THAT PORTION OF GOVERNMENT LOT 3, SECTION 19, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M., (r
h- II _ ,0' CONC STUB EX 7.5,,*DEWALK ` 6 e .- , La -
���__ _______________________ ____________________ _ _ __-- --------------------------_____________ _________ _____ ==v=:cccv _._ __-___ _ ________}- __ccrr-_ :__ _, _________ _ __________r�s---____--__ _ ___k_°°c=°°{°+ ALE 1 2O IN KING COUNTY. WASHINGTON, DESCRIBED AS FOLLOWS: W c o
N ° ____G_______________ -____________________________ __ ____sc °- ^o ______-__ - W N o 0
_______
' __ a" BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 3 AND RUNNING THENCE EAST ALONG THE Z_ oN
E _ yV_______________ _________________________12-W-__________________ _______________________ 1L^ __ __f_____ __________________ ______ _______ __ _ ______________________ _____1 P-Vy_______ SOUTH UNE 350 FEET, THENCE NORTH PARALLEL TO THE WEST UNE OF SAID LOT 300 FEET, - me O
w' TrCITYo , , - I I LUM APPROVED PER CO
II DRVEWAY PER AUBURN LUMINNRE PER STD. FND SURF MON THENCE WEST PARALLEL TO THE SOUTH UNE OF SAID LOT 3IN FEET, MORE OR LESS, IN ITHENG, z
apt' 11 ' et SEREST WEST UNE OF SAID LOT, THENCE SOUTH ALONG SAID WEST LINE TO THE POINT OF BEGINNING, Z
� p S it II STD. DTL NO. STOW-2 i DTLS. TRSL-1, TRSL-2, III S.L.D' STREET SE W m "'
m A 11 II M y �y �C g 3 TRSL-3, Ti EXCEPT THE SOUTH 30 FEET FOR ROAD AS CONVEYED TO KING COUNTY BY DEED RECORDED
II LIST Street SE \ TRSL-5 g TRST-3 UNDER RECORDING 140. 2542047 AND EXCEPT THAT PORTION LYING WITHIN STATE ROAD NO. 5 O • o
o ° i It _-_ Y AND EXCEPT THAT PORTION DEEDED TO THE CITY OF AUBURN FOR ROAD BY RECORDING m 3
co II S Bff50'3G w N0. 8002140858. m m
a' FN SURF RE h I m
S.I. 21st STREET - -
m & A' STREET SE $ 11 8"SS- II 190' PARCEL N0. 192105-9120-OS
11 EX. PP /3108 1654 II 23.DO' 20.00' BLD #0487-96 FAC #nn��- �J , Q
0020 96
nnnnnn
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' L w E%. LUMINNRE f c
E% DRIVEWAY m
v ^ EX DRIVEWAY
E i w _________________________ TO AUDREY ________
____ _-� ;__________________-________:____________,___________„________________________________,----------------____-- ----__-_, EARTHWORK QUANTfIIES THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE NJD a o
LLEN COURT CITY OF AUBURN ENGINEERING DI\9SION S REQUIREMENTS. a
__ ____________ __ 5' SIDEWALK ____________________________________ __________ ------------------------
EX = Q N O
111FFF FFF - E RT D-
o „ - - - - - FILL 80 CC
EGEND -- -- -- - - _a p y
c
EXISTING PROPOSED ApprovedBy: a� J
sllyl, y�
a Date Approved: 9
FND MONUMENT AS INDICATED ® E% TRAFFIC SIGNAL POLE 0- TYPE I CATCH BASIN WATER METER 3
m a
o FIND QUARTER CORNER AS INDICATED EX GAS VALVE DA STORM DRAINAGE FIRE HYDRANT
d CI 0 N
n EX WATER METER BE EX UTILITY POLE d. SANITARY SEWER WATER VALVE N u ; u
,n THESE RECORD PLANS AND THE INFORMATION SHOWN Y
EX FIRE HYDRANT A EX WATER LINE -----------W---- DITCH TEEITS
"v ACCURA LY REFLECT EXISTING FIELD CONDITIONS AS o 0 0 0
w OF I41qj SHEET
o EX WATER VALVE D4 EX EDGE OF PAVEMENT - WATER UNE J-BOX TYPE III f] Call NOTE'
Il EXISTING Uri LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
u EX TYPE I CATCH BASIN ® EX SANITARY SEWER ASPHALT PAVEMENT STREET LIGHT ASSEMBLY before you IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE 1 OF 5
EXACT VERTICAL MD HORIZONTAL LOCATION OF ALL EXISTING UNDER-
D;9 m GROUND LITUTIES PRIOR TO COMMENCING CONSTRUCTION. NO /J G JOB NO,
REPRESENTATION IS MADE THAT ALL B
EXISTING U11UTIES ARE SHOWN Qf(IZII L,Ta�[-,i {�/_5
E% SEWER MANHOLE O E% STORM DRAINAGE ________= CONCRETE TYPE II CATCH BASIN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY rOR UIIUTIES Y. I
m 1-8W-424-5555 NOT SHOWN OR UTILRES NOT SIIOWW IN iHOR PROPER LOCATION. 95-179
Q EX TREE OO EX DITCH IRRIGATION METER UNDERGROUND SERVIGE (USA) GALL BEFORE YOU DIG: I-ODC-424-5555
4
pF oI ( ( c F 5 c17 D [4.75
A PORTION OF THE SW 1/4 SECTION 19. TOWNSHIP 21 NORTH, RANGE 5 EAST, VIM
i I EX. FIRE HYDRANT
WATERLINE CONSTRUCTION NOTES
-7r,N uN vV, r.
G_\ Ni
l N N fir-i 1. REFER TO GENERAL CONSTRUCTION NOTES FOR GENERAL REQUIREMENTS.
' 4
i I 2. WATER LINES SHALL BE LAID TO THE GRADES AND ELEVATIONS SHOWN ON THE DRAWINGS, �de•aa a 0y
AND SHALL NOT BE CHANGED WITHOUT CITY APPROVAL `2�.y pRaA•i
I lz�
3. ALL PUBLIC WATER MAINS SHALL HAVE A MINIMUM COVER OF 42 INCHES.
S 89'50'3C W 320.00'
_ 4. WATER SERVICES SHALL BE PER CITY OF AUBURN STANDARD DETAILS. LOCATION OF
I -'ELE -95-- -- --- - -r -- - �- -- \ WATER SERVICES SHALL ONLY BE CHANGED AS REQUIRED DURING CONSTRUCTION, UPON VAUTHORIZATION OF THE CITY. THE CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN EXACT LOCATIONS ARE DETERMINED.
5. CONTRACTOR SHALL OBTAIN ALL NECESSARY WATER SERVICE CONNECTION PERMITS FROM �^ Q Z
I 90 ,-90 I V` THE CITY OF AUBURN, PRIOR TO CONSTRUCTION. w z =
o J
6. ALL VALVE BOXES IN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE ADJUSTED TO E Q
I FINAL GRADE AFTER FINAL PAVING IS COMPLETE IN ACCORDANCE WITH THE CITY OF
3:1 _ GARAGE it AUBURN'S STANDARD DETAIL N0. STFG-1. zz ¢ W 3
3:1 D m L I 0 „C yC 7. TO BE N DEVICES REQUIRED WITH FIRE PROTECTION AND IRRIGATION SYSTEMS, AND a m "-'.
4-UNIT �T- TO BE INSTALLED PER THE CITY OF AUBURN'S DETA LS. o<' ? 3:
\ I, r,ARAGE BUILDING ! ° ��SCALE 1*��--� 8. HYDROSTATIC TESTS ON THE NEW PIPE LINE SHALL. BE MADE IN ACCORDANCE WITH THE o �L � ICI
- 2 STORY - ' "PROCEDURE FOR WATER-PRESSURE TESTING WATER LINES" AND THE LATEST PROVISIONS
u
4-UNIT - � ' OF AWWA C 600, EXCEPT AS MODIFIED HEREIN. ALL EQUIPMENT NECESSARY TO MAKE �
BUILDING - - FF=97.50 (e THE TEST SHALL BE FURNISHED BY THE CONTRACTOR, AND THE CONTRACTOR SHALL
T FIRE HYDRANT ° CONDUCT ALL TESTS UNDER THE SUPERVISION OF THE ENGINEER. PRESSURE TESTS i
2 STORY 1 GU.V2D POST SHALL BE MADE ON ALL PIPING AND APPURTENANCES INSTALLED UNDER THIS CONTRACT, Z
( � ) INCLUDING ALL CONNECTION TO EXISTING MAINS AT A MINIMUM TEST PRESSURE OF m -
_ ly FF=96.8�0 200 PSI y , Q
FIRE FIYDf(rUiT- ' - c1l)
' & ASSBLY u a 9. DISINFECTION OF THE NEW WATER SYSTEM SHALL BE REQUIRED PRIOR TO CONNECTION
1 1/2" WM (PER DETAIL NiTO THE EXISTING WATER LINES, AND SHALL BE IN ACCORDANCE WITH THE LATEST PRO-
; / .. N 854T01" W _114.22'_ WASM-2) WAFH-1) VISIONS OF AWWA C 601. _. Q
' I I 1-6" G.V. 1 1/2" WM a 10. BLOCKING FOR VERTICAL AND HORIZONTAL BENDS SHALL BE PER CITY OF AUBURN
�i 1-6" PLUG (PER DTL STANDARD DETAILS Z
i a GAS - 1-e'xG TEE: /// WASM-2) S a _3
i N VALVE \ CO CONC L C J d 11, CITY OF AUBURN SHALL INSTALL ALL WATER METERS. <"
1 IE=94.28 - • j CO #3 n � m
/ FELE (PER PO ER T IE=94.33 m,o ' Q
1 I r RISER LL
v -- >
{ 3 0 �vn
--- _ - -6• �£ 55) A •� -- -, PH SE 1 SANffARY SEWER PLAN NOTES MNo W
_ _t., °
1 ) 1. SEWER LINES SHALL BE LAID TO THE GRADES AND ELEVATIONS SHOWN ON THE DRAWINGS
1 I AND SHALL NOT BE CHANGED WITHOUT CITY APPROVAL. ~
U
(TOP=92.95 8" STM) _ FA S 5 _ ° ~
) 1 LOCATION OF SIDE SEWERS SHALL ONLY BE CHANGES AS REQUIRED DURING CONSTRUCTION -
- - FIRE D PT, WRIN. )1PON AUTHORIZATION OF CITY. CONTRACTOR SHALL NOTIFY ENGINEER WHEN EXACT LOCATIONS
MAILBOX v ARE DETERMINED.
IE=93.73 6" SS)
(TOP=93 DO 8" W) 3. CONTRACTOR SHALL OBTAIN ALL NECESSARY SIDE SEWER CONNECTION PERMITS FROM THE
' CITY OF AUBURN PRIOR TO CONSTRUCTION.
'�N-.WATER VALVE RAGE ° NOTES
$ I SWA I #2 r^ cN
STA2+69, a' LT. - o O
r 1 I I ( ) P'rAsue v �, 1. y/HERE THE UNDERGROUND WATER SUPPLY TEES OFF TO SERVE ONLY A FIRE SPRINKLER r O
PER DR SSMH-1 SY EA MENTY GARAGE STEM, A SEPARATE INSTALLATION.
PLAN MUST BE SUBMITTED AND APPROVED BY THE FIRE
g I o RIN=97.30 �� MARSHAL PRIOR TO INSTALLATION. �J,J W W
ao .1 Ell ' . �� 2. UNDERGROUND CONNECTION AND ALL UTILITY LINES WHICH WILL BE ROUTED INTO BUILDING CL CA
STRUCTURES SHALL BE DESIGNED BY A STATE CERTIFIED DESIGNER OR LICENSED MECHANICAL Z
ENGINEER. INSTALLATION OF THESE CONNECTIONS SHALL BE DONE BY A STATE APPROVED O 'e+
OR STATE CERTIFIED CONTRACTOR. W C w 0
LO
10' MIN. 3. ANY SPRINKLER SYSTEM DETAILS OR DRAWINGS SHOWN ON THESE CIVIL PLANS ARE FOR > V B
i b - Il - A LOCATION PURPOSES ONLY AND WILL NOT BE APPROVED FOR DESIGN OR INSTALLATION. ;JJ (C Z co
N 1 •• I /LANDSCAPE AREA (TYP) W •0 fA
H I a _ 5-UNIT r / GARAGE 5-UNIT C
0 1 I t W� 2�STORY LDING � I 1 � � � aM � N
o w �
:it2 11 a 0- C1 QQc�
I �� FF=97.20 -- z oo FF=97.50 w 100 0 N cr
l ii _ N .e .� _-_ _ v I a o �1` a PROPOSED GRADE = Q r
m 60' /yl, II I b i4 EXISTING GROUND U m
n - - - - - - - - - - - - - - - - - - - - - - -- _
Q
- o
m ; I --- 6 175 LF B' PVC O .55%
1500, tr
3 - 1 STORY 1' J 1 STORY a 0 SSMH #2 0
N O
UNIT - UNIT sra2+ss, a' Lr.
x ) I EX. FlRE HYDRANT O •' I \ I� 33'- I� 90 (PER DTL SSMH-i)
k ` : 6"PVC ® 1X SSMH #I RIM=97.30
t __ / STA 0+94,4 LT. + + IE=93.63 (S)
Imo" "'- (PER o o m rn
o , -I --- (PER OTl SSMH-1) CJ I c
Z o y
1 - 1 1/Z. WM & I" DEDUCT METER v EX. 8" IE=92.56
1 PER DTL. WADM-1) ELEC J BOX NEW 8" IE=92.66 (N) m
1 l� ELECTRICAL EASEnWT --y I
C� 14
v H lq O6. _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ i_ _ _ _. _ _ _ _ r= __- _1 LAMP POLE 1+00 2+00 3+00 Z x • 3
o
N 89 5b 38' E- - 2 0714 t PROFILE W = E
Z - a
o 1 G---� - o G cwi 1111E cjwj{1111 HORIZONTAL SCALE 1"=20 -
V 1 -W y - 1 -T lll Z W F
12 Vf_»_____ 12•
Ea
__ _ _ ___ t2" -------- VERTICAL SCALE 1"=5'
w w w END SURF MON
S 1+00 S.I. 21 st STREET
W
o T is 4n ipl I �& 'D' STREET SE
w 21st Street SE w n m 3
- - - -- _w T S 59,50,39, W - _- -_. _ ,fir-
N SURF MON 5)� - -- -8"55-- -=- -- -- 8"SS- - - -- - � v -0S
:A 215t STREET � - - - - �- B LD 0 FAC
t A' STREET SE , WET TAP EXIST # 487-96
SAWCUT
( _______ _________REPLACE12" WATER _______I_ EX SSMH
1 - - PAVEMENT PEROTL -_- THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CJQ o
0 o i r ' -- --- - ---- ------- - FL° IJL�ItE Y _ _ CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS. ,� a o
1 G.V.
v W/GONG BLKG. E _
-- - L }j111 LIQ Y
a
C
O
p J
o° ! R M n 594.73 _ i #1 E%. FIRE Approved By: / Mom-+ L �-Y-�•
IE-92.03 (8"E) STa 0+94,4" LT. HYD
( ) DL SSMH- Z�L1 /9 I;,a IE=91.9J 8"W PERT 1)(
RIM=96.20 Date Approved: 1
d EX. 8" IE=92.56 �� 3 rn
a NEW 8" IE=92.66 (N) o oN
w
z Z y
m AAK) DU'D"D �D THESE RECORD PLANS AND THE INFORMATION SHOWN
a
uMnr Imo. mmY. ACCURATi REFLECT EXISTING FIELD CONDITIONS AS o o
Call NOTE OF 9y a/9'I SHEET
before you I SHAL BE THEECCEXISTING ni_FFY ONTRACTORTIONS S SHOWN HEREON
TO DETERNI E THE
D;g EXACT VERTICAL ANC HORIZONTAL LOCATION OF ALL EXISTING NSTRUCTON NO
REPRESENTATION NAVE THATGROUNE UTILITIES PRIOR TOTAAIL EXISRMENCINGN UTILITIES ARE SHOWN OF `r� JOB N0,
rn HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
m 1-800-424-5555 NOT SHOWN COORR BEFORE
SE YOU SC�I-BOO O24-PROPPER LOCATION. By: 1CYIG 11 f�L5 ZLg56
y UNDERGROUND SEIMCE (USA) 95-179
w
I-- G oil Y
97D �A75
A PORTION OF THE SW 1/4 SECTION 19, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M.
EXTRUDED CURB CRASS SEED MIXES FOR BIOFILTRATION SWALE TREATMENT AREAS*
R 5�' �
2' CLASS 'B' ASPHALT CONCRETE USE FOR SLOPES >1`S O+ton o tm
CITY OF AUBURN GENERAL CONSTRUC110N NOTES FOR DETAILS REFER TO CITY OF AUBURN 1m mx 1 Muc 2 �: P tY
75-80% TALL OR MEADOW FESCUE 60-70% TALL FESCUE
1. ALL WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE CITY OF AUBURN STANDARDS 10-15% SEASIDE/COLONIAL BENTGRASS 10-15% SEASIDE/COLONIAL BENTGRASS G o
AND SPECIFICATIONS. �Y r• y
1 . PVC PIPE TRENCH DETAIL GEPT-3 5-10% REDTOP 10-15% MEADOW FOXTAIL
2. THE STANDARD SPECIFICATIONS SHALL BE 1994 APWA AS MODIFIED BY THE CITY OF
AUBURN, INCLUDING AUBURN'S STANDARD DRAWINGS. 2. TYPE I-C CATCH BASIN INLET PRECAST $SCB-1
6-10R ALSIKE CLOVER
3. A COPY OF THE APPROVED PLANS MUST REMAIN AT THE JOB SITE AT ALL TIMES 3. CAST IRON INLET FRAME AND GRATE SSFG-1 1-5R MARSHFIELD BIG TREFOIL
DURING CONSTRUCTION. 4'-5/8' MINUS CRUSHED ROCK
4. RESIDENTIAL DRIVEWAY TYPE 'C' STDW-1 -sR REDTOP
4. PRE-CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ONSTTE WORK FOR 4' PIT RUN GRAVEL (CLASS 'A')
ALL PUBUC FACILITY EXTENSION PROJECTS. 5. INDUSTRIAL AND COMMERCIAL DRIVEWAY TYPE C' STDW-Z NOTE: ALL PERCENTAGE ARE BY WEIGHT N y
5. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE NOTIFI- TYPICAL PAVEMENT SECTION *BASED ON BRIARGREEN, INC. G
CATION OF ALL UTILITY COMPANIES (WATER, SANITARY SEWER, STORM SEWER, NATURAL 6. DRIVEWAY WIDTH AND LOCATION DETAIL STDW-3
( NOT TO SCALE _
GAS, POWER, TELEPHONE, CAN, ETC.) TO VERIFY THE EXISTENCE AND ACTUAL LOCATION o <, J
OF UTILITIES. THE CONTRACTOR SHALL CALL ONE-CALL FOR LOCATIONS
. WATER MAIN BLOCKING WABL-1 3
(1-600-424-5555). 7 DESIGN WATER SURFACE z z F
6. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL ON-SITE 8. S 1 l4" MVO HYDRANT SETTING DETAIL WAFH-1 20' 1' MIN FREEBOARD ELEVATION DURING m m Q
BOTH SIDES 6 MO. 24 HR STORM Q m
STORM WATER RUNOFF BY USING TEMPORARY EROSION/SILTATION CONTROL PROCEDURES. 3,T Y WJ.X w LL
NO SEDIMENT LADEN STORM WATER SHALL BE ALLOWED TO DISCHARGE INTO THE CITY 9. PROCEDURE FOR WATER-PRESSURE TESTING WATER LINES WAPT-1 W
3' o 0
OF AUBURN'S STORM DRAINAGE SYSTEM OR ONTO ADJACENT PROPERTIES. FLOW DEPTH 10. 3/4" AND 1" WATER METER AND SERVICE LINE INSTALLATION WASM-1 Z
7. THE LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. IT SHALL BE THE CONTRAC- Q
4 MIN TOPSOIL U o
TORS RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS SO AS w w (f)
TO AVOID DAMAGE OR DISTURBANCE DURING CONSTRUCTION. EROSION CONTROL BLANKET a a
2.0' MIN. _ UNDER TOPSOIL o o Ui r l
8. EXISTING PAVEMENT SURFACES SHALL BE SAWCUT FULL DEPTH WITH STRAIGHT,
UNIFORM EDGES. ALL JOINTS BETWEEN THE NEW AND ORIGINAL PAVEMENT SHALL BE BIOSWALE GRASS SEEDMIX O
PANTED WITH ASPHALT EMULSION (CSS-1). 6' COMPACTED GRAVEL HYDROSEED OR SOD HYDROSEED OR SOD of
9. THE CONTRACTOR SHALL INSTALL, REPLACE, OR RELOCATED ALL SIGNS, AS SHOWN ON COMPACTED NATIVE SOIL J r l
THE PLANS OR AS AFFECTED BY CONSTRUCTION, PER THE CITY'S STANDARD DETAIL No. TRSP-1. EMERGENCY ACCESS ROAD (TEMPORARY SURFACE) TYPICAL BIOSWALE CONSTRUCTION <
10. ELECTRIC AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A MINIMUM HORIZONTAL NOT TO SCALE NOT TO SCALE W
Z
SEPARATION FROM OTHER UTILITIES (SEWER, WATER, STORM) OF FIVE FEET. NOTES: 3 3 Z �
11. THE CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACWTIES SHALL BE 1. BOTTOM WIDTH=2.0 FT MIN - w m
DONE UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR OR A LICENSED PRO- 2. BIOSWAE GRASS SEED MIX
FESSIONAL CIVIL ENGINEER. '. PAPER THIS SHEET
Q
12. DURING CONSTRUCTION, ALL PUBLIC STREETS ADJACENT TO THE PROJECT SHALL BE P/L. - r u-
KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM ON-SITE CONSTRUCTION, PHASE 2 - O
AS DIRECTED BY THE CITY. w
100 . .. _ .. .. CONCEPTUAL ONLY)-- ... PROPOSED PROPOSED
13. CERTIFIED A BUILT DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE BUILDING BUILDING
-C - r U
(REFER TO 'CERTIFIED AS-BUILT REQUIREMENTS). FT-97.2 FF=97 5
14. WHEN UTILITY EASEMENTS ARE REQUIRED, THE MINIMUM WIDTH SHALL BE FIFTEEN - ---
FEET (15'), DEPENDING ON DEPTH AND LOCATION, AND NO PERMANENT STRUCTURE
SHALL BE CONSTRUCTED WITHIN A DISTANCE OF TEN FEET (10' OF SAID EASEMENT). 95.__„_.,,, __ ,,,,, _.... _ _....... .. _.
..._�. ............. .......... ... ._..........._ ...._........_. .,.. . .......... ...
r�
95
15. THE CITY OF AUBURN HAS ESTABLISHED TYPICAL TRENCH EXCAVATION AND BACKFILL CJ �ry
DRAWINGS BE BE USED FOR THE INSTALLATION OF UTILITIES. REFER TO THESE SEC 1 lON A-A
DRAWINGS BEFORE STARLING CONSTRUCTION. TEMPORARY SCALE
04
16. ALL REQUIRED LANDSCAPING SHALL CONFORM WITH THE CITY OF AUBURN ZONING 1N-2O' O
ORDINANCE, SECTIONS No. 18.50. .. .......... ......... ......... ........... . .. _.... ... . ................. . . . ...... ..... ... . .._ _ _..
OD
17. FOR MH AND CB RIM ADJUSTMENT, MAXIMUM ADJUSTMENT WITH BRICK FOR RIMS W W W
AND CASTING SHALL BE FOURTEEN INCHES (14-) WITHOUT ADDING NEW SECTIONS. -
18. ALL MANHOLES AND CATCH BASINS IN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL - 0 F
BE ADJUSTED AFTER ASPHALT PAVING. i CL O
........... ......... :.. . ... .._.. ... / ... _..
19. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12'-6' FOR SDR 35 PIPE. PA
L W (~'3 L0WC
20. BEDDING FOR PVC PIPE SHALL BE 5/8 INCH MINUS CRUSHED ROCK FOUR LW G
INCHES (4') MINIMUM UNDER TO SIX INCHES (6') MINIMUM OVER PIPE, AS PER
CITY OF AUBURN STANDARD DETAIL No. GEPT-3. D.I (n
-.
21. BEDDING FOR CONCRETE AND DUCTILE IRON PIPE SHALL BE 5/8 INCH MINUS 100..._.. _ P/L.. __ _. �.00 .. .. ...........__.. . ... ., . ... _............... ......,..._. 10a ........ :..PROPOSED _ ...1'OO YR 6 M0. 0=0:09' . 100............................... ......... ......._..._. J O
CRUSHED ROCK, SIX INCHES (6') MINIMUM UNDER TO SIX INCHES (s") MINIMUM 100 YR, 24 HR. D=0.29'
OVER THE PIPE, AS PER THE CITY OF AUBURN STANDARD DETAIL NO. GEPT-2. 100 YR, 6 MO D=018' - BFUILDI eG EXIST. GROUND (r Z O Z N
100 YR, 24 Hk D-0 56' Q Q (r)
22. ALL IMPORTED PIPE TRENCH BACKFlLL MATERIAL SHALL BE CLASS 'A' BANK RUN EX. SIDEWALK - [/ - = N
7
GRAVEL, MODIFIED BY THE CITY OF AUBURN. - FUTURE RETAIL 1 - Q T
in
U1 23. PIPE TRENCH BACKFlLL MATERIAL WITHIN THE IMPROVED RIGHT-OF-WAY SHALL . .95.. _- .. ..__. .. ; ....... PARKING __ 95 L _ . _.... . 95 7.3 .... .... ....... � ..._ ......... .. . .. __._ _.._. Q
..
o BE 5/8 INCH MINUS CRUSHED ROCK WHEN CONNECTION IS PERPENDICULAR I�
m TO THE CITY STREET. cJ MIN. PROTECTIVE-
°r' OCK
1.6' - OVER FILTERRFABRIC
m MIN. +I �2 . Q11 Qn RASS BUFFER
N ...... y;. . . a. ,. G
STORM SEWER CONSTRUCTION NOTES i II( o
N
SECTION C-C (TEMP. SWALE "BID-SWALE A') SECTION E-E (BID-SWALE "C') "I'�"'II
2 1. REFER TO GENERAL CONSTRUCTION NOTES FOR GENERAL REQUIREMENTS.
x 1"=10'
a 2. PIPE FOR STORM SEWERS SHALL BE SDR-35 PVC WHEN PIPE COVER EXCEEDS THIRTY- -
r SIX (36') CONCRETE SEWER PIPE, SDR-21, OR DUCTILE IRON CLASS 52 CAN BE USED bbp0 1 rn
°a WHEN APPROVED AND PRIMARILY FOR OVERSIZING PIPE OR DEEP OR SHALLOW TRENCHES. - - - --- ----- - - -- op INFILTRATION TRENCH ZUD
c
3. ALL CONNECTIONS OF SDR-35 PIPE TO MANHOLES SHALL BE MADE BY USING A.C. OR i - -
oN GPK MANHOLE ADAPTORS OR APPROVED EQUAL : SOIL CONTAMINATION a o vl
FILTER FABIRC TO PREVENT
- 100 YR 6 M0. D-0.15' ;.� C
4. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12 FEET 6 INCHES UNDER AND - Z
100 YR, 24 HR. D-0,45' • 3
v 6' OVER THE PIPE. PAL - c '�
100 100 100 100 FUTURE PROPOSED 100 12' PERFORATED PVC 4 rn 6
° ........ .. .. .
Ln 5. BEDDING FOR PVC PIPE SHALL BE 5/8 INCH CRUSHED ROCK, 4 INCHES UNDER AND ' 4 15, 20' : 9' S' 9 10' 15' RETAIL BUILDING LL1 E E
E 6 INCHES OVER THE PIPE. PERC. CELL BUILDING FE=97.2 - WASHED ROCK 3/4'+ Z o m
° 6. ALL PIPE TRENCH BACKFlLL MATERIAL SHALL BE CLASS 'A' BANK RUN GRAVEL, MODIFIED CO
BY THE CITY OF AUBURN. EX' SIDEWALK TOP OF ERM EL=95.0 Z H c
"! W EL-94.50 =4'
LLJ w
7. PIPE TRENCH BACKFlLL MATERIAL WITHIN THE RIGHT-OF-WAY SHALL BE 5/8' MINUS 95 _..._.. - ........ ......... . . . ... ... _. _ 95 95 ........ ._... ...... _. ._..._. _...__ 95 __..... .._.._. ._. _.... V'
a CRUSHED ROCK WHEN CONNECTION IS PERPENDICULAR TO THE CITY STREET EL--9 .D - I I 1.5' MIN. - • o
t 00 YR WS : 92.8 _ .. 12, -
O1 8. SIX-INCH (6') EXTRUDED CURB OR PARKING BUMPERS SHALL BE REQUIRED AROUND 3 ��"11 II"~~ y o
A SIX-INCH (6')WEXTRUD D CURB IS PARKINGNG AREAS, WHERE WILL
BLETWEEN BE ADJACENT
NABUTTING PAVEMENT EL=90.0
AND LANDSCAPED AREAS. CONCRETE/CURB GUTTERS SHALL BE USED IF CURBS ARE 90. 90 ........ _ _... .....__. BLD #0487-96 FAC #0020-9& rn Q......_ ... . . .. .......... - pp pp pp
m USED FOR STORM WATER CONTROL. _
n q SECTION D-D (BID-SWALE 'BY) SECTION F-F ` r
E 9. TIGHTLINE ALL DOWNSPOUTS TO CATCH BASINS WITH MINIMUM SI%-INCH (6) PVC AT SEDIMENT CELL THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE �* o
u A MINIMUM 0.5% SLOPE. CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS. ,� o_
o GRAVEL FILTER WINDOW 1 10A. INFILTRATION TRENCH o
10. CORRUGATED METAL PIPE (CMP) SHALL BE GALVANIZED METAL, WITH ASPHALT TREATMENT GROUND WATER ELEVATION =- U� oN J
0 1 OR ALUMINUM PIPE (UNTREATED), AND SHALL BE A MINIMUM 16 GAUGE FOR 24-INCH .._......_ ...... . .NO..GROUND WATER ENCOUNTERED -- - ............... -- ---
I DIAMETER OR SMALLER, AND A MINIMUM 14 GAUGE FOR 30-INCH DIAMETER AND DURING PERCOLATION TESTS NTS
o° LARGER PIPES, WITH RECORRUGATED END. JOINT COUPLINGS SHALL BE TYPE 'D. WITH SEC110N :B-B Approved By:
NEOPRENE GASKETS. CONNECTIONS TO MANHOLES AND CATCH BASINS SHALL BE
n MORTAR JOINTS. CMP PIPE SHALL BE USED ONLY ON PRIVATE PROPERTY FOR THE 1"=20' Date Approved: /'2�III9L
a PURPOSE OF OVERSIZING PIPE FOR UNDERGROUND STORAGE WHERE THE PIPE EXCEEDS g
EIGHTEEN INCHES. a °'
0 0 0
n W _
0 u u W uRMmSERc� THESE RECORD PLANS AND THE INFORMATION SHOWN x
3 U W
/'� ACCURATELY EFLECT EXISTING FIELD CONDITIONS AS o
0
Call NOTE: OF SHEET
ECSRNG URUY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
before you IT SHALL BE THE CONTRACTOR'S RESPONS98DY TO DETERMINE THE
O GAT 1LRIESNPRIORRTO COMMENCING CONSTRUCTION ZONTAL LOCATION OF AUL NGNO ALDER- OF
Dig REPRESENTATION IS MADE ASSUMES
AIL O RESP UDURES ARE SHOWN BY. +Y.11 C, �U�MSAn.i 17L5 ZZ956 JOB N0,
1-WO-424-5555 NOT SHOWN OR
UnUTIES NOT
YOU DIG W1 IN-BATH THEIR
24�65R LOCATION. �4
m_ HEREON. THE ENGINEER ASSUMES NO RESPONSIBMY FOR UTILITIES 95-179
ALL
UNDERGROUND SERACE (USA)
m
m
A PORTION OF THE SW 114 SECTION 19, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M.
0
b �
NOTES '���• 1'`wgy s
J�� pRp4
1. NO SURFACE RUNOFF SHALL BE DIRECTED TO THE
PERMANENT RETENTION POND DURING CONSTRUCTION.
2. SEDIMENT CELL SHALL BE CLEANED AND ALL DEBRIS Q
REMOVED AFTER SOILS HAVE BEEN STABILIZED, OR �-
COMPLETION OF ALL SITE CONSTRUCTION. Z
O z
L_VIVII V\7 v—�i zz F
FlLTER FABRIC FENCE w w Q 0)s �
} LIMITS OF CLEARING (TYP) o o I-
5 ,3 . 3 o D • CONSTRUCTION SEOUENCE m m z z
a ¢
1. ATTEND PRECONSTRUCT10N MEETING WITH THE CITY. Lu J w
• / — '-�'�'i - 2. INSTALL FILTER FABRIC FENCING AS SHOWN, INSTALL NEW DRIVEWAY APPROACH AND a-
- ROCK CHECK DAM (TYR) INTERCEPTOR SWALE _ _, TEMPORARY CONSTRUCTION ENTRANCE. a z J
ww
90 -90 3. CONSTRUCT THE TEMPORARY EROSION CONTROL POND. o o 0 O r
SEDIMENT caRAGE I1j 4. BEGIN CLEARING, GRADING AND CONSTRUCTION OF UTILITIES AND PAVING. AS WORK "' `=' Q
PROGRESSES, CONTINUE TO DIRECT SURFACE WATER TOWARDS THE TESC POND. NO
01— 3:1 CELL 2ARA6E UNCONTROLLED SURFACE WATER SHALL BE ALLOWED TO LEAVE THE SITE AT ANY TIME
i DURING GRADING OPERIQIONS. rr ll
3.1 m r) GARAGE - (� 4-UNIT 5. LIMIT INITIAL CLEARING TO PARKING AND BUILDING AREAS ONLY. DIVERT ALL RUNOFF ' V
` GARAGE BUILDING I TO ESC POND VIA SWALES AS SHOWN. MAINTAIN ESC FACILITIES UNTIL ALL GRADING 7 Q
2 STORY Is COMPLETE. O z
4-UNIT FF=97 50 I 6. CONSTRUCT THE UNDERGROUND UTILITIES AND SITE IMPROVEMENTS AS SHOWN, INCLUDING 3 3 j
BUILDING /y1 THE STORM DRAINAGE COLLECTION AND INFILTRATION SYSTEMS, PROTECT CB'S AND MH'S CL m
= \. 2 STORY WITH FILTER FABRIC UNDER GRATES. REMOVE ONLY WHEN ALL CONSTRUCTION IS
COMPLETE. �� w Q
FF-96.80 LH LL
1 7. WORK IN 21ST STREET SE AND 'A' STREET SE RIGHT-OF-WAY SHALL BE UNITED TO �_ O
/ . ROCK CHECK DAN (TYR) I GARAGE 15 DAYS AND SHALL BE COORDINATED WITH CITY OFFICIALS. L.I y
J
N 8D'47'01" W _ _114.22'_ - - - - - - (� B. LOCATE BUILDING FOOTPRINTS, CONNECT TO WATER AND SEWER STUBOUTS PRIOR TO - = U
T� PAVING PARKING LOT.
GARAGE 9. FINE GRADE PARKING LOTS. PLACE GRAVEL, ADJUST UTILITIES AND PAVE PARKING LOT
INTERIM CB GA l PER PLAN.
a I----- -- PROTECTION 1
PER AUBLRN SID -- 10. CLEAN AND REMOVE ALL DEBRIS FROM SEDIMENT CELL AND REPLACE PERMANENT ITEMS
YDTL. SSIF-1) AS NECESSARY.
_-== _ y —_J 11. COMPLETE LANDSCAPING AND BUILDING CONSTRUCTION. REMOVE TESC FACILITIES ONLY
- - - - I WHEN FINAL SITE STABILIZATION AND APPROVAL FROM THE CITY HAS BEEN RECEIVED. N
- - _ — PHASE 1 + r o
,I I� r— - 00
64,553' SF w rn
3 I v jl D - — I o (LW0
I : LUCCwF-
`D
mf z
ro GARAGE
x I
m IUJ Uo f/`
0
;� m _-3 -- -I LLI TJ c
I
N L _ GARAGE �) J CO O
GG �f - ! � zOZN
C5 U_ � Nm
Ly D/
N EDVi
I+
5-UNIT GARAGE 5-UNIT
_ _ _ _ _ _ BUILDING
BUILDING 2 STORY o
1 w 2 STORY GARAGE 1 -
INTERCEPTOR SWALE FF=97.20 no FF=97.50
X N
m TEMPORARYCONSTRUCTION
. O
ENTRANCE
p cn ip f1 m
I I ROCK CHECK DAM (TYR)
i a o� I _ - x • 3
' GARAGE 1 STORY w o
— I 1 STORY J
� I
3 0 ` h UN fI - - - — UNIT Z o E
E m ZLIEPTOR SWALE "r _ w
_ Q 10 ^V a0 z p N is
LLI "� W
o LIMITS OF CLEARING (TYP)
1 � ... .. k —..•r_ —... .. la SCALE 1 =20
m - - - N6 .
s ,- - - N 89'S0'3Ni E r 0 1 ___ - - LO #048 -96 C #0020-96 t
o
� _.
E G - - - --- G - I 1TW THESE PLANS ARE APPROVEDFOR CONFORMANCE E WITH THE < a
$ r W --- -- - - --- - -12"1N --- ---- --; - - - - - - - "- - - "-12'W-- --- - - - - - ----- --- - F - -- - CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS. o
or '� -� --
it v
oby
LIMITS
I I I MITS OF CLEARING )
O 4 I I `� /•�LJIY1Mtl Sf[.+p N J f
o I ii 21st Street SE d Approved By:
oI - - --- ---.
II = F9'L3'3c 0,a FN SURF MGN B'SS—.. Dote Approved: 12 9L
S.I. el STREET
y S. A'' STREET I II �yNO m
o It 11
23.00' 20.00' oN
a II ----- Ex DRVEWAY IX DRIVEWAY w
o
m ; _ _ __ _ _ _ _ _ t _________________
n _ ____ _ __________ ___-- ___--_ __ '�
-- _ _ _ _- ELLEN UCOURT THESE RECORD PLANS AND THE INFORMATION SHOWN
EX 5' SIDEWALK Nc o o u o
m __________________-_____________________-____________ __`_t __________________---___-___-__-______________________________________-____-_--_ ______.________-__ __________ No ACCURA ELORREFLECT EXISTING FIELD CONDITIONS AS
OF 91 9 SHEET
V
0
o Call NOTE
d DlbTNG UTILITY LOCATIONS SHOWN HEREON ME MPROXIMATE ONLY.
w before you IT SHALL BE THE CONRtACTORS RESPONSIBILITY TO DETERMINE THE 4 OF 5
EXACT VERIMJL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-
I];r7 GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO /1/- -I II p/ JOB N0.
h •7 REPRESENTATION 6 MADE THAT Al EXISRNG URLIR6 ME SHOWN By' 1 QJ(LT411 `. {2(Act� PLS Atr Z2gS�
p(�(� A f�A45' HEREON. THE ENGINEER ASSUMES NO RESPONSBRITY FOR UTILITIES 95-179
m 1-8W-4" - NOT SHOW OR UTILITIES NET BEFORE YOU SHODIGWN (LIDO 4R P 555 LOCATION.
6 UNDERGROUND SERVICE (USA)
97D147-5
A PORTION OF THE SW 1/4 SECTION 19, TOWNSHIP 21 NORTH. RANGE 5 EAST, W.M.
E
TEMPORARY EROSION/SEDIMENTATION CONTROL NOTES 1 +=
b CATCH BASIN • = c
1. WITHIN THE CITY OF AUBURN, ALL REQUIRED RETENTION/DETENTION, WITH GRATE
SEDIMENTATION AND EROSION CONTROL FACILITIES MUST BE CONSTRUCTED 2"x4' WOOD POST I "'rj+`•+e °w"y
AND IN OPERATION, PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION ALT: STEEL FENCE POSTS !ar Olt
ACTIVITIES,ACTIVITIES, TO INSURE THAT SEDIMENT-LADEN WATER AND STORM DRAINAGE
RUN-OFF DOES NOT IMPACT ADJACENT PROPERTIES OR THE NATURAL DRAINAGE WAYS. FILTER FABRIC MATERIAL
FILTER
2. THE RETENTION/DETENTION, SEDIMENTATION AND EROSION CONTROL FACILITIES 2'Xf X14 GA WIRE b FABRIC Z
DEPICTED ON THESE DRAWINGS ARE INTENDED TO BE THE MINIMUM REQUIREMENTS FABRIC OR EQUIV. O NEEDED TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND b
EROSION CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING PERIMETER SEDIMENT Z
CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE REPLACEMENT AND ADDITIONS PROVIDE .75' - 1.T - SUMP.
TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMTTTEE. WASHED GRAVEL BACKRLL 0 Z
IN TRENCH AND ON BOTH SIDES w w Q 3. FOR GRADING AND FILLING PROJECTS ASSOCIATED WITH A BUILDING PERMIT, OF FILTER FENCE FABRIC ON r I�
THE TEMPORARY DRAINAGE CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL THE SURFACE o o - 3
THE PERMENANT STORM SYSTEM IS IN PLACE AND OPERATIONAL AND A CONVERSION 8' MIN. ,;n ;�
FROM THE TEMPORARY TO PERMANENT SYSTEM CAN BE MADE. a a IJ,J
4 J
4. ALL TEMPORARY EROSION CONTROL FACILITIES, INCLUDING THE PERIMETER CONTROLS a a Q
SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND Q `
APPROVAL HAS BEEN RECIEVED FROM THE CITY. FILTER FABRIC MATERIAL 60' WIDE ROLLS. i ,•t ry,.,,,,_. oo w
USE STAPLES OR WIRE RINGS TO ATTACH
5. ON PROJECTS WITH FILL AND GRADING PERMITS ONLY, AND FOR WHICH NO SUBSEQUENT FABRIC TO ORE. % °, -C� .Y' Z
BUILDING PERMIT HAS BEEN ISSUED, AN AS-BUILT OF THE GDESC PLAN
WILL BE REQUIRED UPON COMPLETION OF GRADING ACTIVITIES. Yx2'x14 GA WIRE 1) 00 NOT PLACE FABIRC UNDER GRATE ISOMETRIC a a O
FABRIC OR EQUIV. in
6. DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED ACCORDING TO THE 2) APPLIES W/ SUBGRADE WORK. PLAN VIEW w (n Z v
FOLLOWING SCHEDULE OR EXCEPTED IN THE FIELD WHEN IN THE JUDGEMENT OF THE ONCE CRUSHED ROCK PLACEMENT O Q
BUILDING OFFICIAL OR THE OFFICIAL'S REPRESENTATIVE SUCH SCHEDULE IS NOT PROCEDES FOR FINAL PAVING WRAP p
WARRANTED: GRATE W/FABRIC & REMOVE ABOVE
COMPLETING CB ADJUSTMENT & W LLI
FROM APRIL 1 TO OCTOBER 31, ALL DENUDED AREAS AT FINAL GRADE AND ALL 1 MAKING WATER TIGHT 3• APART MAX ~
EXPOSED AREAS THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 b O
DAYS SHALL BE STABILIZED WITHIN 10 DAYS. 7x2'z4'(MIN.) WOODEN <' Q Z
FROM NOVEMBER i TO MARCH 31. ALL EXPOSED SOILS AT FINAL GRADE SHALL BE STAKES, DRIVEN INTO Z
STABILZED IMMEDIATELY USING PERMANENT OR TEMPORARY MEASURES. EXPOSED SOILS - " ; GROUND 19' (MIN.) IN DEPTH. 3 3 = O
WITH AN AREA GREATER THAN 5000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN `,E; O
UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5000 m m
SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE 3/4' OR LESS WASHED Lt� m� Q
STABILIZED IMMEDIATELY. BURY BOTTOM OF FILTER ROCK FILTER OVER �,� ,�n , . }y, LOPE= 2:1 „�
MATERIAL IN T02" TRENCH FILTER FABRIC No U-
7. STABILZATION METHOD: HYDROSEEOING & MULCHING PER THE FOLLOWING: b _) 5 MIN. J
6' MAX
A. TIME OF PLANTING - DURING THE TIME PERIOD BETWEEN APRIL 1 THROUGH JUNE 30 IIi U
AND SEPTEMBER 1 THROUGH OCTOBER 31. (NOTE: IF PLANTING BETWEEN JULY 1 2"x4' WOOD POSTS, STANDARD OR BETTER, �L
AND AUGUST 31, IRRIGATION MAY BE REQUIRED. IF PLANTING BETWEEN NOVEMBER 1 U OR EQUAL ALTERNATE: STEEL FENCE POSTS U - am
AND MARCH 31, MULCHING WILL BE REQUIRED IMMEDIATELY AFTER PLANTING). jg 1u
EDIMENT ATCH BASIN 6' DEEP x J
B. SEEDBED PREPARATION - THE SEEDBED SHOULD BE FIRM, BUT NOT COMPACT, WITH SUMP W/ GRATE 12' WIDE
A FAIRLY FINE SURFACE FOLLOWING SURFACE ROUGHENING. SURFACE ROUGHENING �TYPICAI_
SHOULD BE DONE AT RIGHT ANGLES TO THE SLOPE AND PREFERABLE 'CAT WALKED BURIED FILTER
UP SLOPE. MIRAFI SILT FILTER DETAIL FABRIC (4 SIDES)
C. FERTILIZATION - AS PER SUPPLIER'S RECOMMENDATIONS. DEVELOPMENTS ADJACENT SECTION A-A N
TO WATER BODIES AND WETLANDS MUST USE NON-PHOSPHOROUS FERTILZER. NOT To SCALE O
D. SEEDING - APPLY THE FOLLOWING MIXTURE TO THE PREPARED SEEDBED AT A RATE CB SILT FENCE DETAIL w W 00
OF 120 LBS/ACRE: m w (j) 41
PROPORTIONS PERCENT PERCENT NOT TO SCALE O Fr F- Z
NAME BY WEIGHT PURITY GERMINATION d. LLI O
W (W: EWH
REDTOP (AGROSTIS ALBA) 10% 92 90 W r r Z
ANNUAL RYE (LOLIUM MULTIFLORUM) 40% 98 90 NOTES: Q Z co = O
CHEWINGS FESCUE 40% 97 80 1. CONTRACTOR IS RESPONSIBLE
(RESTUCA RUBRA COMMUTATA) FOR MAINTAINING & CLEANING 5' Q (N O
(JAMESTOWN, BANNER, SHADOW OR KOKET) �IAPPROACH ON A REGULAR S. 0 N
WHITE DUTCH CLOVER 10% 96 90 2. IF DIRECTED BY THE CITY �� cc Z O Z"
(TRIFOLIUM REPENS) ADDMUSTONAL QUARRY BE ADDED. SPACES 0pD ��pJR1 2' MIN = Q N
3. THE CONSTRUCTION APPROACH �y P �( AF U 0 T m
o E. ••HYDROSEEDING' APPLICATIONS WITH APPROVED SEED-MULCH-FERTILIZER MIXTURES MUST BE LOCATED AT THE G GVA� WASHED ROCK
o MAY ALSO BE USED. PERMANENT APPROACH LOCATION. QP E� - 3 31T TO 1-1/2- DIA 9 e q) WATER SURFACE
s e� o O Q
ad MAINTENANCE - SEEDING SHOULD BE SUPPLIED WITH ADEQUATE MOISTURE. SUPPLY OF �, �• rye p
I. WATER AS NEEDED, ESPECIALLY IN ABNORMALLY HOT OR DRY WEATHER, OR ON ADVERSE MIRAFI FABRIC
e
SITES. WATER APPLICATION RATES SHOULD BE CONTROLLED TO PREVENT RUNOFF. 6 ' > ' 14ON (OR EQUAL) _fie a e°eo Off' ' 3"INADEQUATE AMOUNTS OF WATER MAY BE MORE HARMFUL THAN NO WATER. e O O eU o Oo0 pep O O e a FLOWLINE OF
yr x
e0 e0 O oe0 e O O e
e O 0 e o EXIST. DITCH
0 0O
N
m LR= 25' MIN. -- - -
x 8 }0 M
e-6' QUARRY SPALLS WASHED ROCK
p`1L 3/8' TO 1-1/Y DIA U Pa
` O
Z
Z ro
o
N Ur � O Ul
CONSTRUCTION ENTRANCE GRAVEL FILTER WINDOW DETAIL • 3
In NOT TO SCALE NOT TO SCALE W Ce0• E
o °
E Z � o 0
o U
a W Pa
of
� • h
f1 N al d
BLD #0487-96 FAC #0020-96 rJ y O Q
E a 'j� THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE a o b
o o CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS. ,� o
4 co
Gd'YV1 00 "Y za o
° SLOPE TO DRAIN TO O
EROSION SEDIMENTATION POND (� ^
o / Approved By: .livvw`o -�-rv-
Date Approved:
TEMPORARY DRAINAGE SWALE W W
0 0
r z i y
NOT TO SCALE
4WID CUI11nG UNDERGROUND 2
rn Jnun UNES. nS LDs ' THESE RECORD PLANS AND THE INFORMATION SHOWN
ACCURATELY REFLECT EXISTING FIELD CONDITIONS AS n o 0
.o Call NOTE: OF 9[1qjj7 SHEET
2 EXISTING UPU1Y LOCATKNS SHOO HEREON ARE APPROXIMATE ONLY. �!
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