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CONSTRUCT NEW MH #1 OVER EXIST 8" MAIN
TYPE A, 48" DIA
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NEW PROFILE 0 SOUTH
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ALTERNATE 1 A
SIDEWALK AND PLANTER STRIP
2 (TYP)
1 +50
1 (TYP)
2+00 2+50
PROFILE — AYE 19th ST.
SCALE. H`cO�RiZ.° 1 " - 20'
VERT- 1 as = 5'
425
420
415
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6' HIGH SOLID WOOD
FENCE
35' WIDE R/W
43'
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2" MIN. COMPACTED DEPTH "" CONCRETE TYPE A
CRUSHED SURFACING TOP COURSE CURB AND GUTTER
4" MIN COMPACTED DEPTH
CRUSHED SURFACING BASE COURSE 4" COMPACTED DEPTH
CLASS B ASPH CONCRETE
GRAVEL BASE COURSE CLASS B TWO- 2" LIFTS
MAYBE REQUIRED PENDING SOIL CONDITIONS
QUEEN AVE. NE — TYP SECTION
NOT TO SCALE
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SAN SEWER MH #2 (TYPE A, 48) EXPANSION JOINT
RIM: Air 4 z!B - 0? 5"
IE: �?1-Er (8" PVC, N) - -(. S2- GD
* 0.02 FT./FT. —
••
0.05 FT. Fr. 2 '_
co ' CEMENT CONCRETE
• .. .
SIDEWALK
* NOTE: TOP OF LIP AT DRIVEWAYS.
4 7 CONCRETE VERTICAL CURB AND GUTTER
CURB DETAIL
NOT TO SCALE
430
QENERAL.NOITES
INTS SHALL "ED NOT TO EXCEED 15' C/C C/C. THEY SHALL
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iESS AND SHALL BE EXTENDED s ER LINE.
__._D AT ALL COLD JOINTS AS DIRECTED rIAEER AND SHALL
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G AND GUT COLD JOINT.
S TO 1 /2 X4"
EXr L Sr. AT - L, LIE MIX FOR SIDEWALKS
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THE ALL HAVE FINISH WIT __L EDGES 4 ' _Q A 21/2" _ Y.D FINISH.
Su1a - -TION ' :1 PROCTOR).
420
1 /2"X5" EXPANSION MATERIAL
1/4"jFT. SLOPE CURB RETURN ONLY
1/2"R 1/4"/FT. SLOPE
1 /2"R 4" `1 /2'R PAVEMENT AS PER PLANS
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415 I
4" MENT AS PER PLANS /
ST1- ;RD CEM. CONC. PARKWAY L STANDARD CEM. CONC.
+ O 0 CURB AND GUTTER
CUF':: AND GUTTER
SECTION A -A ACTION B-
SEE SHEET 2.5.1 FOR ROADWAY DEVELOPMENT STANDARDS
\ DRIVEWAY OR ALLEY
\ \ SEE ZONING COOS FOR
FOR MAX &MIN WIDTHSIle NOTES:
/ 1, DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10' C/C. THEY SHALL
NOT BE LESS THAN 3/16" IN THICKNESS AND SHALL BE 2-1/4" DEEP.
2. 1 /2" THRU JOINTS SHALL BE PLACED AT BACK, SIDES AND FRONT (BEHIND CURB) OF APPROACH,
AND IN CURB/GUTTER TO DUMMY JOINTS,
3, CEMENT CONCRETE SHALL BE Cl_AIR ENTRAINED.
4. ALL JOINTS SHALL BE CLEANED kiD L�-ui._.
- 10" COMMERCIAL ZONE 5. APPROACH SHALL NOT BE POURED INTEGRAL WITH CURB AND GUTTER, BUT MAY BE POURED
6" RESIDENTIAL ZONE INTEGRAL WITH STANDARD CURB `E DETAIL "A").
Ld 6. SUBGRADE COMPACTION SHAI = MODIFIED PROCTOR.
U -- 6 MIN L,_ U 7 APPROACH CENTERLINE TO M� DRIVEWAY/ALLEY CENTERLINE.
Q" ® `� THE APPROACH WIDTH WILL BE 10' "DER THAN THE DRIVEWAY/
x
Y ALLEY WIDTH.
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SEE DETAIL "A"
�1 NATE 2 SECTION A— A
Sk NALK NEXT TO CURB 10" COMMERCIAL ZONE I
(NU PLANTER STRIP) 6" RESIDENTIAL ZONE
THICKENED BASE OF CURB & GUTTER_4
TO MATCH APPTHICKNESS
CEMENT CONCRETE APPROACH ON CO MERCIALOACH APPROACHES. (TYP)
FOR DRIVEWAYS DETAIL NO. FR — 02
r�
EXPIRES: 3/1 / Q06�
RECOMMENDED FOR APPROVAL
BY. DATE: 3 D tLN i
BY. DATE.- 7 ,SIOY
BYI-V= �}"� � DATE.- a
BY. OMav 6KA44-- DATE: W sl6 S•
1. 3.5' 5'
SIDEWALK
0. 5'
2% \
4" THICK —/
CONC. WALK
VERTICAL CONC.
CURB & GUTTER
TYPICAL SECTION
NE 19th STe
(LOCAL RESI D. )
N.T.S.
- - - ANCHOR BOL T PATTERN J
PER NDCBU PEDESTAL
TEMPL A TE I
J18" x FULL DEPTH I
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1 /2"X4" EXPANSION MATERIAL SIDE VIE V 1�
1 /4"R AT JOINTS
"W"-WIDTH OF SIDEWALK SUR��i 1 PAS , O
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1 /2"X4" EXPANSION MATERIAL
1 /4"° �T JOINTS
1/2"X4" EXPANSION CEM. CONC. CURB AND GUTTER
MATERIAL
P 1 /4"R AT JOINTS
SCORE LINESz,
16'
12" LEVEL
S`
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SAW CUT 3' INTO EXIST ASPH•
(12" FROM EX, THICKENED EDGE)
EXISTING PAVEMENT
4" CLASS "B" ASPHALT CONCRETE
-PLACE IN TWO LIFTS
-2" COMPACTED DEPTH
CRUSHED SURFACING TOP COURSE
(3/4" MINUS)
4" COMPACTED DEPTH
CRUSHED SURFACING BASE COURSE
(1-1/2" MINUS)
ADDITIONAL GRAVEL MAY BE REQUIRED
DEPENDING ON SOIL CONDITIONS
N. D. C. B. U.
CUTLER MODEL CB-15
OR EQUAL
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FRON T VIEW
TYPICAL SIDEWALK
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DETAIL NO, FR-02 LUA 04-11 DEPARTMENT OF PUBLIC WORKS
NOT TO SCALE PROFILES, SECTIONS & DETAILS
'�a JA EGER ENGINEERING SUNSET CREST SNORT PLAT
9419 South 204 ti) f �QCe rTSlr NF D: ddJ DATE: 2/10/05 FILE NAME:
Ken t, WA. 980,31 D � d
Phone No. (25 )3) 850-0934 CHECK
D�JJ DIRECTOR OF PUBLIC WORKS
SCALE: sE.F C>EI pr1L_ FIELD BOOK: PAGE:
N0. REVISION BY APPR. ATE Fox No. (�25�`3/ 850-015�5 API D: SHEET: 5 OF: 12
SGAt'1 lMEO VAY 1120 A 3 , -AL=• 32s/3 / 2 SCANNED OCT 8 20051 --;0 - 3 ZAIi3aS