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�5, 1. ALL COIVSTRUC77ON SHALL BE IN ACCORDANCE WITH THE WASHINGTON STATE DEPA?7MENT E— 0
OF TRANSPORTA77ON 7994 STANDARD SPECIFICAPONS FOR ROAD, BRIDGE, AND MUNICIPAL IF PLOTTED DRAWING SIZE IS NOT m =
co/vsTRucnoN (wsDor); AND THESE PLANS 24"x36" DRAWING SCALE WILL BE z o �
Z Z 3 2 7HE EROSION CONTROL FEATURES "CONS 7RUCTION ENTRANCE~ & "SEDIMENT POND DIFFERENT THAN THE SCALE SHOWN � 0
1) � SHALL BE INSTALLED AND OPERA TONAL PRIOR TO LAND CLEARING_ Q
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U U 20' MIN. J. CLEARING SHALL BE CONFINED TO WI THIN THE AREA DESIGNATED, AND SHALL BE
rn 29 28 z CLEARL Y MARKED ON THE SITE PRIOR TO CLEARING OPERA 770NS
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00 < 4" TO 8" QUARRY x 4. THE LOCH TION OF UNDERGROUND U77LI nES SHOWN IS BASED ON ABOVE GROUND Ft_A TURES �'�Alt �� �� c
3� Q F— SPALLS, 12" DEPTH ``' ABOVE GROUND FEATURES FOUND IN 7HE FIELD, THE CONTRACTOR SHALL VERIFY UNDERGROUND �` �,�� 02 v
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A 5, BULK GRADING OF THE St7F SHALL SLOPE EARTHWORK SO THAT DISTURBED AREAS W7L_ <<�� 0t9d19�� �
Z CONSTRUCTION ENTRANCE NOT DRAIN OFF—SI TLC ���1 ' ►STEM
C E ONAL `SIONAL Drawing No.
VICINITY MAP No scALE
cluSCALE: 1" = 2000' EXPIRES 07 13 97 EXPIRES 5 23 96 C 1 — 0
T 23 N , R 1 W, W . M . , SECTION 21 -
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EMBANKMENT = 45, 000 cy �, EMBANKMEN T = 225, 000 cy z
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GENERAL NO TES
1. FOR GENERAL CONSTRUCTION NOTES, ALONG W TH CLEARING AND TEMPORARY >_
RE TEN TION POND SED/MEN TA TION CON TROL & WA TER QUALI TY DESIGN: EROSION / SED/MENTA TION CONTROL NOTES, SEE DRA WING Cl-0 DA TED 06- 13-95. Z Q
FUTURE DE VEL OPMEN T STORM DRAINAGE RUN-OFF- 0 � 3
• 0 ONLY FUTURE BUILDING FOUNDA TION AND ROOF DRAINS SHALL BE PIPED DIRECTLY _
RETENTION POND DESIGN /NFORMA TION: o THE RETENTION POND. GRAD/NG NOTES: Q
1. RE TEN TION PONDS #1 IS DESIGNED TO A CCEP T NA TURA L L Y OCCUR/NG UPS TREAM 1. PRO VIDE TEMPORA R Y BERMS A T THE TWO L OCA TIONS SHO WN, TO KEEP RUNOFF W m =
STORM RUN—OFF (EASTERLY OF S TA TE HIGH WA Y) WHICH EX/S TED A T THE TIME OF b) PA VEMEN T A REA S A ND 0 THER DRA/NA GE RUN—OFF SHA L L BE D/SCHA RGED TO THE Wl THIN THE PROJEC T A ND PRO TEC T SL OPES A BO VE PONDS 0 m w
DESIGN, AND PROJECT DE VEL OPMEN T RUN—OFF ACCORDING TO THE FOL L O WING CRITERIA: STORM SEWER TRUNK LINE AS SHOWN. O
C) ADDI TIONAL STORM WA TER TREA TMENT MA Y BE REQUIRED BASED ON THE TYPE STORM PIPING NOTES: 0
�' POND #1 OF DEVELOPMENT 1. STORM PIPING SHALL BE ADS N- 12. Q
32. 41 A CRES PROJEC T IMPER VIOUS A REA A T CUR VE NUMBER = 98 2. CA TCH BA SINS SHAL L BE A S NO TED.
Ln
7 0.80 A CRES PROJEC T PER V/OUS A REA A T OUR VE NUMBER = 68 of �► �� F w U'P Z z
I:iTIME OF CONCEN TRA TION = 28.00 MINU TES ,� ,` �, ,ti o RE TEN TION POND NOTES:
i�bINFIL TRA TION MEDIUM = COARSE SAND & GRAVEL (GP) ��° �i o,Q 1. IF RE TEN T/ON POND INFIL TRA T/ON MA TERIA L S FOUND DURING CONSTRUCTION ARE W o
INFIL TRA TION RA TE = 20.00 INCH/HR ,, DIFFERENT FROM THOSE L IS TED IN THE "RE TEN TION POND DESIGN INFORMATION", THE Z
z - . �J �� I F P DRAWING WI N ( I T CON TRA C TOR SHA LL CON TA C T THE ENGINEER FOR RE—CA L CUL A TION OF THE POND VOL UMES. 0
w is O 079819 S n LOTTED D G SIZE S NO
FUTURE DE VEL OPMEN T WHICH DOES NOT INCREASE RUNOFF ACREAGE, OR DECREASE THE •�,
Ll- TIME OF CONCENTRATION FROM THE CRITERIA LISTED ABOVE, DOES NOT REQUIRE 0XAAL SIDNAL 24 x36 , DRAWING SCALE WILL BE Drawing No.
RE—CALCULA TION OF THE CAPACITIES OF THE RETENTION POND. DIFFERENT THAN THE SCALE SHOWN
"' EXPIRES 07 13 97 EXPIRES 5/23/96 C 2 — 0
T 23 N , R 1 W . W. M . , SECTION 21
STATE HIGHWAY 3 CHANNELIZA TION DESIGN: 0
a = oIt
= o
X, Q Q r r Q DESIGN & RECORD REFERENCE TA PER RA TE = 55: 1 1D
g g SR-3 DECELERA TION TAPER LENGTH = 165'
°0 00 TI WA TER CREEK TO UNION RIVER CHANNEL LANE WIDTH = 11. `�'
KI.TSAP & MASON COUNTIES CHANNEL WID TH APPLIED TO NB LANE = 0. 0 0 0
SHEET 7 OF 8 CHANNEL WIDTH APPLIED TO SB LANE = 11.5'
O� vY (REFERENCE DM FIG. 910-80) Z
67 vph 't 26 vph ROAD WA Y INFORMA TION: _
164 h .t 4-263 vph 13 vph # •-888 vph SPEED LIMI T = 55 MPH
698 vph--No- SR-3 463 vph-► SR-3 A VERAGE LANE WID TH = 71.50' APPROACH DESIGN: 0
EXISTING NORTHBOUND LANES = 2 TYPE = COMMERCIAL 00
in
PREDICTED PEAK HOUR ( PREDICTED PEAK HOUR ( EXISTING SORTHBOUND LANES = 1 VEHICLE = WB-4000
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/ BUILDINGS AND ROADS (REFERENCE DM FIG. 920-20) x a
/ 1 TO BE DEMOLISHED 3
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AVERAGE DAILY TRAFFIC (ADT) = 13,426 vpd V m
DESIGN HOURLY VOLUME (DHV) = 1,J57 vph 86
O Q TRUCK PERCENTAGE = 6. 77' O
Q <: - W DESIGN SPEED = 55 mph +
- o ACCESS CONTROL = CLASS 2 CON TROL ED ACCESS FACILITY
HIGHWAY CLASS = RURAL PRINCIPAL ARTERIAL ff) o Q n
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W ; o DESIGN VEHICLE = WB-40 O N
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PROPOSED CHA NIVEL IZA T/ON Wl
422' T-
J � DENING
REMOVE & REPLACE EX. BEAM GUARD RAIL FOR LANE WIDENING 4
0 ABANDON EXISTING '
U APPROACH CONNECTION I
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EXISTING EDGE OF I �
INTERSECTION = 1 MILE PAVEMENT ----� TO BREMERTON
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GENERAL NO TES.-.
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1. FOR PROPOSED GRADING OF PROPER TY NOR THWES T OF S TA TE HIGH WA Y,
REFER TO DRAWINGS C2-0 AND C2-2. �j �_ Q
Z
2 FOR DRAINAGE DESIGN NORTHWEST OF STA TE HIGHWA Y AND CONNECTIONS Z
S TA TE HIGH WA Y CUL VER TS, REFER TO DRA WINGS C2-0 A ND C2-2. Q ® _
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IF PLOTTED DRAWING SIZE IS NOT
. 24»x36", DRAWING SCALE WILL BE
DIFFERENT THAN THE SCALE SHOWNe�,�
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GRAPHIC SCALE `l o
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I�NAL `sIONAL Drawing No.
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RETENTION POND1 N
VOL UME SCHEDULE / X
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ELEVA TION SURFACE AREA // Q
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72.00 17, 777 SF z
74.00 22,005 SF O
76.00 26,607 SF /
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78.00 31, 793 SF G
80.00 38, 166 SF / �� > x a
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GRAPHIC SCALE , Z W 0
30 0 19 30 60 120
AO �t� I��t O
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1 inch = 30 f
(EXPIRES 07 13. '97-1 EXPIRES 5/23/96
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0o LiDATUM ELEV 0.00 100.00 200.00 300.00 400 00 500 !� DATUM ELEV -- - - - - - - _ _ __ _ —i >
6'0- 00 .00 600.00 80. 00 0.00 100.00 200.00 300.00 400.00 500.00 LJ m 3
GROUP GENERAL GROUP GENERAL (—
SECTION A-A SECTION SECTION B-B SECTION
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(E)-GENERAL GRADING B _ GENERAL GRADING m
HORZ. SCALE: 1 = 50 HORZ. SCALE: 1 = 50
VERT. SCALE: 1" = 50' VERT. SCALE: 1 " = 50'
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DATUM ELEV ------- 1 - --- — — —fi �- ,
60, 00 0.00 100.00 200.00 300.00 400.00 500.00 600.00 7G , CiQ "-13-.
GROUP GENERAL
SECTION C-C SECTION
OGENERAL GRADING
HORZ. SCALE: 1 - 50
VERT. SCALE: 1 " = 50'
0
25.00'
CON TROL ZONE N
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5't 11.50' 11.50' 11.50' Z 51f 5'f 11.50' 11.50' 11.50' 11.50' 11.50' 5't II
PAVED CLIMBING PASSING PASSING 7 PA VLU PA VED CLIMBING PASSING CHANNEL Ti,A VEL RIGHT TURNI PA VED >- }
SHOULDER LANE LANE LANE SHOULDER SHOULDER LANE LANE LANE LANE LANE SHLDR M 0D o
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(NB) (NB) (SB) (NB) (NB) (NB) (SB) (SB) 0 3 w
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REMOVE SHOULDER MA 7FRIAL S o
IF NOT EOUI VALENT TO SEC77ON - _ u a
F-F, NEW MATERIALS -
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TYPICAL CROSS— SECTION , SR- 3 TYPICAL CROSS— SECTION , SR-3
_ STA 380+00 EXISTING _ STA 380+00 PROPOSED � _ _ ^ -v
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E HORZ. SCALE: 1 = 10 r HORZ. SCALE: 1 = 10 + - m�- "
0+00 1 00 2+00 3+00 m C I
VERT. SCALE: 1 " = 1 ' VERT. SCALE: 1 " = 1 ' '� z o
PROFILE W
APPROACH ROAD w to
HORZ. SCALE: 1 = 50
3.00' 12.00' 12.00' 12.00' VERT. SCALE: 1 " = 10' o
PA VED RIGHT TURNI LEFT TURN 7RA VEL
SHOULDER LANE LANE LANE
- PERMANENT SEEDING (EB) (EB) (WB) (n c=n
SEE SEEDING NOTE 5FE-DING NO TE m o z 3
CHANNEL WIDTH + 2.0' VERTICAL ON 5L OPf5 � Z Z Z O_
18' LZ :zj O i
LINE W/ 5EED TYPE PROPORTION5 By WflGHT PERCENT PURITY PERCENT GaflNATION
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N APPLY AT THE RATE OF 120 POLNYD5 PER ACRE ^j
I`A'X INTO THE ABOVE 5EED M'X THE FOLLOWING= (j 2" (0.17) ACP
100 LB5. PER ACRE 10-20-20 FERTILIZER L, e 0 0
TYPICAL CROSS— SECTION 1000 LB5. PER ACRE WOOD CELLLX05E FIBER MULCH
`" 25 LB5_ PfR ACRE 501L 5TABILZER of I�'� ��0 �F WAS �o ZO
INTERCEPTOR DITCH �� o,�� ,�, CL—� SCALE: NOT To SCALE TYPICAL CROSS- SECTION, APPROACH Z
STA 1 + 25 PROPOSED FDIFFERENT
TED DRAWING SIZE IS NOT � 11 O 019819 ' O
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z HORZ.- SCALE: 1„ 1,0 , DRAWING SCALE WILL BE �� SNAL o A Drawing N0.
VERT. SCALE: 1 = 1 THAN THE SCALE SHOWN
EXPIRES 07 13 97 EXPIRES 5 23 96 C 2 — 3
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