environmental works - pavilion construction park/addendums... · provided to builders exchange of...
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Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale
environmental WORKS
Community Design Center
Rainier Park A Sunnyside Housing Authority Development
ADDENDUM #3
Project Number: 14-023A
NOTICE TO BIDDER
Addendum Date: September 30, 2014
This addendum shall become a part of the Construction Documents for the above project. The Specification Sections and Drawings are revised as follows:
1.00 GENERAL INFORMATION
1.01 NONE
2.00 SPECIFICATIONS
2.01 SECTION 01 23 00 ALTERNATES • Revise ITEM 1.06, SCHEDULE OF ADDITIVE ALTERNATES, B, as follows:
B. ADDITIVE ALTERNATE NUMBER 2 - RAILROAD STREET IMPROVEMENTS 1. Base Bid: Crack repair, patch and seal coat per drawings 2. Additive Alternate: Crack repair patch and 2 inch overlay.
2.02 SECTION 08 71 00 FINISH HARDWARE • Revise ITEM 2.02, MANUFACTURERS, B, Items 2 and 3, as follows • Add ITEM 2.02, MANUFACTURERS, B, Items 2a and 2b, as follows
B. ITEM: MANUFACTURER: ACCEPTABLE SUB 2. Locks- knobs Arrow/Assa Abloy None 2a. Locks - levers US Locks None 2b. Locks - dead bolts US Locks None 3. Keying Compatible with locks
• REVISE ITEM 2.04 LOCKSETS, LA TCHSETS, DEADBOL TS A. Cylindrical Locks and Latches: as scheduled
1. Chassis: cylindrical design, corrosion-resistant plated cold-rolled steel , troughbolted.
2. Locking spindle: stainless steel , interlocking design.
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Addendum No. Three Rainier Park Sunnyside Housing Authority Page 2 of 3
3. Latch retractors: forged steel. Balance of inner parts: corrosion-resistant plated steel or stainless steel.
4. Lever Trim (at Type A Units): accessible design. independent operation, springcage supported, minimum 2" clearance from lever mid-point to face of door. a. Lock Series and Design: U.S. Lock E2050 Entry Endurance Clutch Flat Lev 2-3/4" IC b. Full size Interchangeable Core at alilocksets
5. Knob Trim (at Typical Units): a. Lock Series and Design: Arrow, Assa Abloy, RK Series with optional IC prep b. Full size Interchangeable Core at alilocksets
6. Deadbolt a. Lock Series and Design: U.S Lock DBOL T SGL. CYL Big Duty IC Core 2-3/8"
7. Certifications: a. ANSI A156.2, 1994, Series 4000, Grade 2 b. UL listed for A label and lesser class single doors up to 4ft x 8ft
o REVISE ITEM 2.07 KEYING REQUIREMENTS A. Master Key System to Sunnyside Housing Authority System (available at
Sunnyside Lock Shop).
2.03 SECTION 22 00 01, PART 4 PLUMBING FIXTURE SCHEDULE o ADD TS-2, Item: Bath Tub/Shower ADA, MFR: Aquatic 2603SMTE, Description:
60"x30"x77" Gelcoat tub-shower, with optional seat and grab bars. Right or left hand depending on plan.
o Omit SH-1 , ADA Shower Enclosure
o Clarification - ADA units referred to in the schedule are Units 01 and G1. (Le. fixtures L2, TS-2 and KS-2).
2.04 SECTION 2601 00 POWER DISTRIBUTION o Clarification - Sub paragraph (a) and (b) states, "Pay all charges for Power Company Service". Charges are currently undetermined. Charges will be determined during the design phase of the project. Responsibility to pay for the charges falls to the design build electrical contractor
2.05 SECTION 2601 00 COMMUNICATION o Clarification - paragraph (A) (3) Telephone and Data Design subparagraph (a) states, "Pay all charges for Telephone Company Service". Charges are currently undetermined. Charges will be determined during the design phase of the project. Responsibility to pay for the charges falls to the design build electrical contractor
2.06 SECTION 32 1313 CONCRETE PAVING, Paragraph 1.1.,C. o Revise - "Cast Iron detectable warning pavers" to read" Detectable warning pavers"
2.07 SEE ATTACHED CIVIL ADDENDUM
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Addendum No. Three Rainier Park Sunnyside Housing Authority Page 3 of 3
3.00 DRAWINGS
3.01 SHEET A1.2 SITE DETAILS • Revise detail1/A1.2 Monument Sign Elevation, See ASK 006 • Revise detail 2/A 1.2 Section @ Monument Sign, See ASK 006
3.02 SHEET A1.3 SITE DETAILS • Revise detail7/A1.3 Monument Sign Detail, See ASK 007 • ADD detail BIA 1.3 Exterior light pole base detail, See ASK OOB
3.03 SHEET S1 .0 GENERAL STRUCTURAL NOTES • Revise Note 13 to specify that bars should be grade 40 and can be field bent. • Revise Note 23 to specify the following sheathing requirements:
Wall Sheathing: 7/16" OSB or Y, COX (Nominal) with span rating 24/0 Floor Sheathing: 0/,;" ACX T&G (Nominal) with span rating 4B/24 Roof Sheathing: y," COX (Nominal) with span rating 32/16
3.04 SHEET 2.20 BLDG D&E; S2.40 BLDGS G,H & J • Clarification - No interior footings are required for building 0 , E, G, H, J. The roof trusses are supported on exterior walls only. There are interior walls that support ceiling framing but they do not need footings below them.
3.05 SEE ATTACHED CIVIL ADDENDUM
END OF ADDENDUM #3
Attachments: Civil Addendum #3
Specifications: None
Drawings: ASK 006, 1/A1.2 and 2/A1.2 Monument Sign ASK 007, 7/A1.3 Monument Sign Detail ASK OOB, BIA 1.3 Exterior Light Pole Base Detail Sheet CB.O Plan and Profile Sheet C9.0 Plan and Profile Sheet C10.0 Plan and Profile Sheet C11.0 Plan and Profile Sheet C12.0 Grading and Storm Drainage Sheet C13.0 Offsite Plan Sheet C20.0 Sections CC-01 CC-02 CC-03 CC-04 CC-05 CC-06
Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale
~"'.HLA ~ Huibregtse, wuman Associates, ln~ Civil Engineering. Land Surveying. Planning
Rainier Park A Sunnyside Housing Authority Development
ADDENDUM #3
Project Number: 14-023A
NOTICE TO BIDDER
Addendum Date:
This addendum shall become a part of the Construction Documents for the above project. The Specification Sections and Drawings are revised as follows:
2.00 SPECIFICATIONS
2.01 Section 310516 Aggregates for Earthwork Revise 1.1 Section Includes to the following: A. Crushed Surfacing Top Course B. Crushed Surfacing Base Course C. River and Drain Rock D. Geotextile Fabric
2.02 Section 310516 Aggregates for Earthwork Revise 2.4 Recycled Material , A. 5. Maximum Allowable Table , for Aggregate for Asphalt Treated Base and Aggregates for Hot Mix Asphalt to read 20 instead of 32 12 16.
2.03 Section 31 2323, 3.3 Backfilling A. Add Item P to read: P. All backfill within the City Right-of-Way shall be select granular fill consistent with City of Sunnyside Standards. Native soils are not acceptable.
3.00 DRAWINGS
3.01 Sheet CB.O Plan and Profile Replace Sheet in its entirety.
3.02 Sheet C9.0 Plan and Profile Replace Sheet in its entirety.
3.03 Sheet C10.0 Plan and Profile Replace Sheet in its entirety.
3.04 Sheet C11.0 Plan and Profile Replace Sheet in its entirety.
2803 River Road Yakima, WA98902
www.h1aciviLoom
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Addendum No.3 Rainier Park Sunnyside Housing Authority Page 2 of 2
3.05 Sheet C12.0 Grading and Storm Drainage Replace Sheet in its entirety.
3.06 Sheet C13.0 Offsite Plan Replace Sheet in its entirety.
3.07 Sheet C20.0 Sections Replace Sheet in its entirety.
3.0B CC-01 Sewer Plan Revision - Ref. Sheet C6.0 Side Sewer Connection Table Revisions.
3.09 CC-02 Sewer Plan Revisions - Ref. Sheet C6.0 Sewer Structure Table Revisions.
3.10 CC-03 Water Plan Revisions - Ref. Sheet C7.0 Water service location revisions and Water Main to the South Removed. Key note revisions.
3.11 CC-04 Detail Revisions - Ref. Sheet C14.0 Standard Asphalt Section Detail Revisions.
3.12 CC-05 Detail Revisions - Ref. Sheet C14.0 Infiltration Trench Detail Revisions.
3.13 CC-06 Detail Revisions - Ref. Sheet C15.0 Added Drainage Swale detail.
Attachments: Drawings: Sheet CB.O Plan and Profile Sheet C9.0 Plan and Profile Sheet C10.0 Plan and Profile Sheet C11.0 Plan and Profile
END OF ADDENDUM #3
Sheet C12.0 Grading and Storm Drainage Sheet C1 3.0 Offsite Plan Sheet C20.0 Sections CC-01 CC-02 CC-03 CC-04 CC-05 CC-06
Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale
a w
a w
318" DlA X 2" LONG TAMPER-RESISTANT S.S THROUGHBOLT & WASHERS BOTH SIDES
~-I------ 2"X2" X 5116" GALV. STEEL ANGLE
L~---- 112"DlAGALVSTEEL ALL-THREAD ANCHOR SET IN EPOXY (2" MIN EMBEDMENT) WI GALV. FINISH ING NUT AND WASH ER
.1-_ -+------112" THICK DIBOND PAINTED ALUMINUM SIGN PANEL BOTH SIDES
- 10" X 6" CONC. PLINTH WI 314" CHAMFER @ ALL EDGES.
~f> (~ f> : \1 A <Jf>~ ' , ,~ ~~ c--'- - b-- .
l>.
SURFACE-MTD STRIP LIGHT POWER SUPPLY BOTH SIDES
6" WIDE CONC. "CURB"
____ 4-f> ~ -:nJ {FIN. GRADE
+----'f~+-\_---t_'_-1 ". 1 .f>· ~"I-... ll---"""'-----_
K-
4'-0" STRIP UPLlGH~ / BOTH SIDES
#4@18" OC VERT ALI. HOOKS
@12"OC HORIZ STD. HOOK TO CONC. PLINTH
~-- FOOTING@PLlNTHBEYOND
Section Monument Sign Scale: 1 1/2" = 1 '-0"
SURFACE-MTD LED STRIP LIGHT POWER
SUPPLY
6"
L ____ _
TOP VIEW
STRIP LIGHT (BOTH SIDES)
PROJECT LOGO (LOGO DESIGN IN PROCESS)
9'-0"
7'-1"
6'-1"
7'-1"
3'-0 112"
__ ---.J
~--;: " HIGH RAISED METAL ADDRESS NUMBERS
_--8" HIGH RAISED METAL LETIERING
+-=Ec=Q~ ____ -\-_----,-6'--,-0_" ---+-----cf-----.f-E-Q-,f- ~ __ SIGN PANEL
2'_0" 112" THICK DIBOND PAINTED ALUMINUM PANEL
I I I '--- FIN. GRADE
FHA LOGO
I --.J L -- OWNER'S LOGO __ -- --.J L I
L ___________ ------.l
FRONT VIEW (DOUBLE SIDED SIGN) -BACK VIEW IS THE SAME
;-;\"\ Monument Sign Elevation ,l
~\ A1.2 Scale: 1/2" = 1 '-0" 'l --:-: ./ ,.<, Project Name: Rainier Park Sketch #: ASK-006
Project No.: 11-026A Detail lIA 1.2 Monument . --. Sign Elevation
envi ronmental Issue: Addendum #3 WORKS Detail 2/A 1.2 Section @
Community Design Center Date: 30 Sept. 2014 Monument Sign Sheet Reference: A1.2
Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale
- "<J ' "I> !>-<J , .
" t>:<J
~ , f> '1><1 ' '.
<I" " •
. .. I> • <JI> ' "Sl
- I><J
I> .<J" <1
. [> ... " .• .:1----_______
1>'. <J , . #3 X C-..C) @ 12" OC ~
6" X 10" CONC. PLINTH
M· rlr~==~~(~~~~~~ VERT. WI HOOK IN FTG~
.<l
[>.
.. . FIN. GRADE [> ..
Section @ Monument Sign Plinth Scale: 1 1/2" = 1 '-0"
la' Project Name: Rainier Park Sketch #: ASK 007
. .
. II ' Project No. : 14-023A Section @ Monument • environmental
Sign Plinth
WORKS Issue: Addendum #3
Community Design Center Date: 30 September 2014 Sheet Reference: A 1.3
Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale
la' . .
. II ' •
environmental WORKS
Community Design Center
LIGHT FIXTURE & POLE AS---------.j INDICATED IN SPECIFICATIONS
PROVIDE GROUNDING-------~ BUSHING ON CONDUIT
ANCHORBOLTSPER-__
MANUFACTURER'S +~ocF=::::!:::::!:==*=====-===' RECOMMENDATION
CONDUIT & WIRE PER DRAWINGS--------
VERIFY BEARING CONDIT IONI~
WI TESTING AGENCY
•.
Exterior Light Pole and Base Detail Scale: 1" = 1 '-0"
Project Name: Rainier Park Sketch #: ASK 008
Project No.: 14-023A Section @ Monument Sign Plinth
Issue: Addendum #3
PROVIDE WATERPROOF CAULKING AROUND BASE OF COVER
Date: 30 September 2014 Sheet Reference: A 1.3
Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale
SIDE SEWER CONN ECTI ONS
IE @ 5 ' UNIT STATION / OFFSET IE @ 5.5. MAIN PIPE LENGTH / SLOPE FROM BLDG.
* A1 31+57.69 , o 0' L 1. 745.72 5 LF 6" SS @ 200% 745.82
*A2 31+22.56 , 0.0' LT. 745.44 5 LF 6" SS © 2.00% 745.54 \ *A3 30+ 98.76, 0.0 ' LT. 745.32 5 LF 6" SS @ 2.00% 745.42
*A4 30+ 90.94, 00' L 1. 745.29 5 LF 6" SS © 200% 745.39
*A 5 30+ 67.10, 0.0 ' LT. 745.17 5 LF 6" SS © 200% 745.27
*A6 30+ 33.48, 0.0' LT. 745.00 5 LF 6" SS © 2.00% 745.10
V- ~V-V-V-V-V- V-V-V-V- ~V-V-V--V--V--v V--V--V--v / ') ~ *B1 36 + 24.21 , 0.0' LT. 744.51 5 LF 6" SS © 2.00% 744.61 ) ~ *B2 35+ 90.61, 0 .0' LT. 744.89 5 LF 6" SS © 2.00% 744.99
) ~ *B3 35+ 66.75, 00' LT. 745.17 5 LF 6" SS © 200% 745.27
~ *B4 35+ 58.96, 0.0 ' LT. 745.25 5 LF 6" SS © 2.00% 745.35 ) *B5 35+ 35.14, 0 .0' LT. 745.53 5 LF 6" SS © 2.00% 745.63 ) ~ *B6 35+ 00.00, 0.0 ' L 1. 746.03 5 LF 6 " SS © 2.00% 746.13 ) ~ * C1 38+ 37.23 , 00' L 1. 745. 40 6 LF 6" SS © 2.00% 745.52 ) ~ *C2 38+ 01.76 , 0.0' LT. 745.22 6 LF 6" SS © 2.00% 745.34
) ~ *C3 37+ 78.37, 0.0' LT. 745.11 6 LF 6" SS © 2.00% 745.23
) ~ *C4 37+ 70.57, 00' LT. 745.07 6 LF 6" SS © 2.00% 745.19
*C5 37+ 46.63 , 0.0 ' LT. 744.95 6 LF 6" SS © 2.00% 745.07 ) ~ *C6 37+ 13.00, 0.0' LT. 744.78 7 LF 6" SS © 2.00% 744.92 ) ~ D1 17+ 35.06 , 60' LT. 743.54 26 LF 6" SS @ 2.00% 744.06 ) ~ D2 17+ 85.65, 6.0' LT. 744.10 26 LF 6" SS @ 2.00% 744.52 ) ( E1 16+ 32.05, 1.5' L1. 742.41 36 LF 6" SS @ 2.00% 742.48
* ALL UN IT STATI ON/OFFSETS WITH AN * AR E BASED ON SEWER ALI GNM ENT.
UNIT STATION / OFFSET IE @ 5.5. MAIN
------v---~ ~
E2 16+ 85.06, 6.0' LT. 74308
~ ~ ~
F1 15+ 58.90 , 6.0 ' LT. 742.26
F2 15+ 45. 38, 6.0 ' LT. 742.32
F3 15+ 30.31, 6.0' LT. 742.40
F4 14+90.31 , 6.0' LT. 742.60
G1 13+ 91.72, 6 .2' LT. 743.20
G2 14+ 22.51 , 6.2' LT. 743.05
H1 12+ 92.08, 7.1 ' LT. 743.70
H2 13+ 21.43, 60' LT. 743.55
J1 11+55.72, 6.0' LT. 744.48
J2 12+ 11.97, 6.0' LT. 744.20
K1 12+ 20. 23 , 6.0 ' LT. 744.16
K2 12+ 13.73 , 60' LT. 744.20
K3 11+78.80, 6.0' LT. 744.37
K4 11+72.30, 60' LT. 744.40
L1 11+19.87, 6 .0' LT. 744.66
L2 11+13.37, 6.0' LT. 744.70
L3 10+ 78.45 , 6.0' LT. 744.98
L4 10+ 71.94, 6.0 ' LT. 745.02
IE @ 5' PIPE LENGTH / SLOPE FROM BLDG.
~ ~
~ 29 LF 6" SS @ 2.00% 743.80
~ ~ 41 LF 6" SS @ 2.00% 743.08
41 LF 6 " SS @ 2.00% 743.14
41 LF 6" 55 @ 2.00% 743.22
41 LF 6" SS © 2.00% 743.42
36 LF 6" SS @ 200% 743.92
36 LF 6" SS @ 200% 743.77
36 LF 6" SS @ 2.00% 744.42
36 LF 6" SS @ 200% 744.27
26 LF 6" SS @ 2.00% 745.00
26 LF 6" SS @ 2.00% 744.72
33 LF 6" SS @ 200% 744.82
33 LF 6" SS @ 200% 744.86
33 LF 6" SS @ 2.00% 745.03
33 LF 6" SS @ 200% 745.06
33 LF 6" SS © 2.00% 745.32
33 LF 6" SS @ 2.00% 745.36
33 LF 6" SS @ 200% 745.64
33 LF 6" SS @ 200% 745.68
REF. C6.0 P,\ Pr o jects\2 014 \1 4021 \S HEET S,dwg
environmental WORKS
Community Design Center
402 15th Avenue East Seattle , Wash ington 98112
206.329.8300 206.329.5494 fax
Rainier Park A Sunnyside Housing Authori ty
Development
120 South 13TH Street Sunnyside, WA 98944
Sheet Title Sewer Plan
Date
04 September 2014
Bid Set
Revisions
30 September 2014
Addendum Set Drawn by:
TJR Checked by (P.M. ):
SJR Checked by (a. C.):
SJR Project No.
14-023A
CC-01 •• ••
Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale
STRUCTURE TABLE:
[1J STA: 15+ 91.97, 21.83 ' RT.
RIM: 749.60
IE: 742.04 IN N,W
IE: 741 .94 OU T
IT] STA: 14+ 62 .49, 3 .12 ' LT.
RIM: 749 .98
IE: 742.84 IN NW
IE: 742.74 OU T E
QJ STA: 12+ 84.74, 9.89' LT.
RIM: 748.87
IE: 743.84 IN N,W
IE:743.74 OU T SE
G STA: 11 + 09.61 , 600' LT.
STA: 30 + 0000, 0.00' RT.
RIM: 748.79
IE: 744.83 IN N,W
IE: 744.73 OU T E
~ STA: 11+09.62, 163.69 ' LT.
STA: 31+57 .69, 0.00 ' RT.
RIM: 750.00
IE: 745.72 IN W (SIDE SEWER)
IE: 745.62 OU T S
~ STA: 12+ 77 .57, 99. 43 ' LT.
STA: 33 + 90 .74, 0.00' RT.
RIM: 749 .35
IE: 744.39 IN W, E
IE: 744.29 OU T S
[2J STA: 11+64.29, 98.40 ' LT.
STA: 35 + 0000, 0.00' RT
RIM: 750.60
IE: 746.03 IN N (SIDE SEWER)
IE: 745.93 OU T E
STA: 17+ 38.07, 125.73' LT.
STA: 38+ 37 .23 0.00 ' RT.
RIM: 749.50
IE 745.50 IN N (SIDE SEWER)
IE: 745.40 OU T W
STA: 16 + 39 .84 6.00 ' LT.
RIM: 749 .94
IE: 742.66 IN NE
IE: 742.56 OU T S
[2:Cl] STA: 17+ 85.65 6.00' LT.
RIM: 748.68
IE: 744.10 IN NW
IE: 744.00 OU T SW
[22J STA: 16+ 17.80 , 30.14 ' LT.
RIM: 750.50
IE: 744.62
~ STA: 10+ 69.44 6.00' LT.
RIM: 748.16
IE: 745.03 OU T E
REF. C6.0 P,\ Pr o jects\2 014 \1 4021 \S HEE TS,dwg
enviro nm ental WORKS
Community Design Center
402 15th Avenue East Seattle , Washington 98112
206.329.8300 206.329.5494 fax
Rainier Park A Sunnyside Housing Authority
Development
120 South 13TH Street Sunnyside, WA 98944
Sheet Title Sewer Plan
Date
04 September 2014
Bid Set
Revisions
30 September 2014
Addendum Set Drawn by:
TJR Checked by (P.M.):
SJR Checked by (a. C.):
SJR Project No.
14-023A
CC-02 •• ••
Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale
F4 F3 FF 750.00 FF 750.00
o
6"
INSTALL NEW 8 " X 8" MJ 90 ' ELBOW, 8" MJ
PLUG, 8" WA TER MAIN, 8" MJ X MJ GATE VALVE AND VA LVE BOX (AT LOCA TI ON SHOWN) , AND ALL CONCR ETE TH RUST BLOCKING.
INS TALL APPROX IMA TEL Y 83 LF 2" WA TER SERVICE AND APPROX IMATELY 35 LF 1" WA TE R SERVICE TO SERVE 4 UN ITS.
REF. C7.D P,\ Pr o jects\2 01 4 \1 4021 \S HEET S,d wg
environmental WORKS
Community Design Center
402 15th Avenue East Seattle , Washington 98112
206.329.8300 206.329.5494 fax
Rainier Park A Sunnyside Housing Authority
Development
120 South 13TH Street Sunnyside, WA 98944
Sheet Title Water Plan
Date
04 September 2014
Bid Set
Revisions
30 September 2014
Addendum Set Drawn by:
TJR Checked by (P.M.):
SJR Checked by (Q.C.):
SJR Project No.
14-023A
CC-03 •• ••
Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale
3" COMPo DEP TH HMA
CL 1/2"
+ + + + + + + + + + + + + +
+ + + + + + +
2 " COMPo DEP TH TOP COURS E (WSDOT 9 - 03.9(3))
COMPo DEPTH BAS E COURSE (WSDOT 9 - 03.9(3))
COMPAC TE D SUBGRAD E PER GEOTECHNICA L RECOMM ENDA TI ONS
STANDARD ASPHALT SECTION PARKING AREAS
NOT TO SCALE BASED ON GEOTECHNICAL REPORT
4 " COMPo DEPTH HMA
CL 1/2"
+ + + + + + + + + + + + + +
+ + + + + + +
2" COMPo DEP TH TOP COURSE (WSDOT 9 - 03.9(3))
COMP o DEP TH BAS E COURS E (WSDOT 9 - 03.9(3))
COMPACTED SUBGRAD E PER GEOTECHNICAL RECOMM ENDATI ONS
STANDARD ASPHALT SECTION DRIVE LANES
NOT TO SCALE BASED ON GEOTECHNICAL REPORT
REF. C14.0 P,\Projects\2014 \14021 \S HEET S,dwg
environmental WORKS
Community Design Center
402 15th Avenue East Seattle , Washington 98112
206.329.8300 206.329.5494 fax
Rainier Park A Sunnyside Housing Authority
Development
120 South 13TH Street Sunnyside, WA 98944
Sheet Title Details
Date
04 September 2014
Bid Set
Revisions
30 September 2014
Addendum Set Drawn by:
TJR Checked by (P.M.):
SJR Checked by (a. C.):
SJR Project No.
14-023A
CC-04 •• ••
Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale
NOTES: 1. SEE DR AINAGE PLAN FOR IE' S OF PIPES. 2. SEE DR AINAGE PLAN FOR ORIENTATION AND TRENCH
LENG TH.
MAN HOLE RING ---!~!~;::1 WITH GRATED COVER
WRAP EXPOS ED PERFORA TIONS WITH MIRAFI 140N OR EQUA L OR EXTEND SMALLER SIZED SOLI D PIPE AS SHOWN ON PLANS.
ILU.,......""' • ...-j-:.;,o~ () __ L" '"- _ 1:;0/7
(STORM SEWER PIPE) ----c:::::Ur~.$=~t:Jrt- 24" PERF.
I--~-I 2'
~' , PR ETREATMENT
MAN HOLE CON TECH MODEL CDS2015- 4 OR APPROVED EQUA L
",
REFER TO KEY NOTE 9 ON SHEET C12.0 12'
DRAIN ROCK, ~ , 24"
oSOoo 17
00 0"" 100 () " 0':>0
, " , , " $,' , , "
DRAIN ROCK
B
SECTION A-A
N +1
40% VOID [ PERF
GEOTEXTILE : ABR I: Y-' - ' - - -------.... ~ MIRA FI 140N OR
EQU IVALENT SECTION 8-8
INFILTRATION TRENCH DETAIL NOT TO SCALE
CAST IRON RING AND COVER PER WSDOT STD. PLAN 8 - 18b
8" CLEANOU T. \ SEE DETAIL 4 SHEET C15 .0
() (7 ~oo ~ -
, , , , ""
REFER TO KE Y NOTE 6 ON SHEET C12.0
5'
" 'h -,', DRAIN ROCK, ~ , 24" 0
40% VOID [ PERF ------+-----<.-0:1'0 0 ()
00 0°" 7,,0 () 0 00"
GEOTEXTILE : ABR I:y-' - ' - ' - --'---.... ---'-
MIRA FI 140N OR EQU IVALENT SECTION 8-8
INFILTRATION TRENCH DETAIL NOT TO SCALE
REFER TO KEY NOTE 8 ON SHEET C12.0
" , I,
18'
"', 0 2 4" DRAIN ROCK, ~ PERF
40% VOID [ J'b' -, '-~---+-----<.-00 "0,, 700 r.;
o () 0""
GEOTEXTILE : ABR I:y-' - ' - ' - -------.... ---'-
MIRA FI 140N OR EQU IVA LENT SECTION 8-8
INFILTRATION TRENCH DETAIL NOT TO SCALE
REFER TO TR ENCH NEAR PARKING STALLS ALONG RAILROAD STREET ON SHEET C13.0
20'
D
l' EQ 1 2' 1 EQ 1 2' 1 EQ
MIN 1 1 1 1 ' AY/-. COMPACT BACKFILL ~~ \(:ZC;:~ TO 95%
" " I I~ I I I () 10 0"0 (I 0/0 "', 0 24" ( RA IN ROC K, ~ PERF )
40% VOID [ J"" , (70 0°0 JO"o
() () 0°0 , - , - , , - , - ,
GEOTEXTILE FABR IC yMIRA FI 140N OR
EQU IVA LENT SECTION 8-8
"
l' MIN
/A « N ~ -jj
, "
--. N io
h
INFILTRATION TRENCH DETAIL NOT TO SCALE
REF. C14.0 P,\ Projects\2 01 4 \14021 \S HEET S,d wg
enviro nmental WORKS
Community Design Center
402 15th Avenue East Seattle , Washington 98112
206.329.8300 206.329.5494 fax
Rainier Park A Sunnyside Housing Authority
Development
120 South 13TH Street Sunnyside, WA 98944
Sheet Title Details
Date
04 September 2014
Bid Set
Revisions
30 September 2014
Addendum Set Drawn by:
TJR Checked by (P.M.):
SJR Checked by (a. C.):
SJR Project No.
14-023A
CC-05 •• ••
Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale
1.5 ' DEPTH AM END ED SOILS
I .. VAR IE S " I
REFER TO KEY NOTE 7 ON SHEET C12 .0
MIRAFI 140 N OR APPROVED EQUA L
QUARR Y SPA LLS. HAND PLAC ED. REFER TO WSDOT SP ECIFI CATION 9 - 13.6.
DRAINAGE SWALE A-A NOT TO SCALE
REF. C15.0 P,\ Pr o jects\2 01 4 \1 4021 \S HEET S,d wg
environmental WORKS
Community Design Center
402 15th Avenue East Seattle , Washington 98112
206.329.8300 206.329.5494 fax
Rainier Park A Sunnyside Housing Authority
Development
120 South 13TH Street Sunnyside, WA 98944
Sheet Title Details
Date
04 September 2014
Bid Set
Revisions
30 September 2014
Addendum Set Drawn by:
TJR Checked by (P.M.):
SJR Checked by (a. C.):
SJR Project No.
14-023A
CC-06 •• ••