HomeMy WebLinkAboutSWP273225 DAILY INSPECTION DIARY
REPORT
DAY: ��' DATE: WORK PERIOD:G' 00a.m./p.m. to 0 a.m./p.m.
WEATHER: lC c��� TEMP. MAX OF MIN OF PRECIPITATION: jM Y2�t
WORK ACCOMPLISHED TODAY:
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DAILY INSPECTION DIARY
REPORT
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WEATHER: 7t% ie TEMP. MAX OF MIN OF PRECIPITATION:
WORK ACCOMPLISHED TODAY:
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WEATHER: TEMP. MAX OF MIN OF PRECIPITATION:
WORK ACCOMPLISHED TODAY:
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DATE: 07 - 05
DAILY INSPECTION DIARY
REPORT
DAY: f�o y DATE: / ��/ 05WORK PERIOD:(r,30 a.m./p.m. tog ooa.m./p.m.
WEATHER: TEMP. MAX OF MIN OF PRECIPITATION:
WORK ACCOMPLISHED TODAY:
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DATE:
• PROJECT REQUEST FORM
PLANNINGBUILDING/PUBLIC WORKS
SOME SECTIONS APPLY TO CIP AND SOME APPLY TO DEVELOPER PROJECTS)
DATE: 2/18/05 CONTACT: Daniel Carey WO# 065015
FILE STATUS ❑ EXISTING OR ® NEW FILE CODE(PRI XX-XXXX) (if applicable)
LOCATION ❑ My Work Space: ® File Bay Shelf#: CH5FS015 I ❑ Other:
PROJECT NAME:(TERTIARY) Hoquiam PL NE/ SR 900 Storm System Project (label line one)
(250 characters max)
Allowable Folder Title: (SECONDAY): (CIP Only)(enter or open pick list below) (label line two)
(WORKING FILE)
Go to Utilities Pick List
DESCRIPTION OF PROJECT: Construct appx. 60 LF of 12" storm system to drain an access road off of
Hoquiam PL NE, connecting to the storm system in SR 900. Located at the Barth property. Includes paving the
access road.
ADDRESS/STREET NAME(S): Hoquiam PL NE, SR 900, Sunset Blvd
DEV/CNTR/OWN/CNSLT: City/TBD/City/City
OTHER ALIASES:
Size of Waterline: N/A New & N/A New
Size of Sewerline: N/A New & N/A New
Size of Stormline: 12" New & N/A New
CHECK EACH DISCIPLINE INVOLVED IN PROJECT Ltr Drwg # of sheets
❑ TED (roadway/drainage) ❑ ❑
(off site improvements) (include TESL)
❑ TRO (Signalization, Channelization, Lighting) ❑ ❑
❑ WWP (wastewater) ❑ ❑
(sanitary sewer main)
❑ WTR(water) (Mains, Valves, Hydrants) ❑ ❑
(me.composite&HorizontalCtrl)
® SWP (surface water imp.) May Creek ® ® TBD
(CIP only)(include basin name)
❑ PLR(plan review) (Neccessary for developer files) ❑ (letter only)
PLEASE CHECK THE DISCIPLINES WHICH NEED TO SIGN MYLARS:
❑ WATER ❑ WASTEWATER ® SURFACE WATER ❑ TRANSPORTATION ❑ FIRE
FOR FILE MAINTAINANCE USE ONLY
9 , File Codes: Date Entered and Labels Made:
050218-Project_Number Request.doc
2
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CIP PROJECT FILE PICKLIST
UTILITIES
FILE TITLE FOLDER SIZE* QUANTITY
CORRESPONDENCE Choose Folder size
❑General --------------------------------------------------------------
❑C o n s u l t a n t-----------------------------------------------------------
❑C ity--------------------------------------------------------------------
❑Other Agencies ----------------------------------------------------
❑Contractor-----------------------------------------------------------
❑Grants/Loans-------------------------------------------------------
DESIGN/PLANNING
®Design---------------------------------------------------------------- 2S (2"Shelf) 1
❑Consultant Selection----------------------------------------------
F-]Contracts------------------------------------------------------------
❑Reports/Stud ies/Calculations-----------------------------------
❑Consultant Payments---------------------------------------------
Z AGREEMENTS----------------------------------------------------------- 1S (1" Shelf) 1
❑ SEPA-----------------------------------------------------------------------
❑ PERMITS/PLAN REVIEW---------------------------------------------
F-1 EASEMENTS/DEEDS--------------------------------------------------
CONSTRUCTION
❑Bid Info---------------------------------------------------------------
❑Insurance & Legal Review---------------------------------------
ZContract Document----------------------------------------------- 2S (2" Shelf) 1
®Submittals----------------------------------------------------------- 2S (2" Shelf) 1
❑Pay Estimates------------------------------------------------------
❑Change Orders-----------------------------------------------------
HInspection/Progress Reports ----------------------------------- 2S (2" Shelf) 1
❑Construction Management Services--------------------------
FlOperations & Maintenance--------------------------------------
❑ LITIGATION---------------------------------------------------------------
LID--------------------------------------------------------------------------------
❑Public Notification -------------------------------------------------
❑Public Meetings----------------------------------------------------
FlFinal Assessment Roll -------------------------------------------
❑Miscellaneous------------------------------------------------------
SAD ------------------------------------------------------------------------------
❑Public Notification -------------------------------------------------
❑Public Meetings----------------------------------------------------
F]Final Assessment Roll -------------------------------------------
❑Miscellaneous------------------------------------------------------
050218-Project_Number Request.doc
CONTROL LINE INTERSECT FORM 3-INCH HIGH ASPHALT BERM PAY LIMIT FOR TRENCH BACKFILL
LO �� GHQ CTL. A STA. 0+75.00 TO DIRECT FLOW TO NEW PAVEMENT
4'-0" FOR 12", 8" & 6" STORM
N O CTL. B STA. 0+51 .52 AND SANITARY SEWER LINES
N � Cg#1 TYPE 1 ,,�; (BOTH SIDES)
co � HOQUTAM P� NE SEE DETAIL FOR SURFACE
' Gj CTL. A STA 0+60.20, 0.O'RT. ��%' P�� RESTORATION REQUIREMENTS
N g_g �;, EX. SSMH 48 0 SURFACE FLOW LINE, TYP•
N SEE SECTIO CTL. A STA 0+70.06, 1 .9' RT. SITE ACCESS
CL °° RIM ELV. 434.2�1 EP, STA 1 +81
" SAWCUT EX ASPHALT
�O NEW PAVING CORNER STAKE START NEW PAVING TO SOUTH AP \CONTROL LINE a °
� TYP STA 1 +06.28 a � < TRENCH BACKFILL MATERIAL
END NEW PAVING S, % / CORNER STAKE �a a NATIVE IF APPROVED BY ENGINEER,
� CTL. A STA 0+54.02 SSMH �°
i -� C STA 2+00
EX. WOOD FENCE OR IMPORT PER SECTION 9-03.19
�.. . .. . . ° (BANK RUN GRAVEL).
0+00
EP
CONTROL LINE „g„ ----�- - - --- - o -- --�------ ----- -- - -- ---- - - ------- -- ---- ----EX --g---5--- --C-------- a PROPOS -
-- -------- �r------------------ 2+00
" - ° ED 8" 6" SEWER PIPE
12 - 8 STORM PIPE
REMOVE AND RESTORE ROCK WALL / ° 8" WATER PIPE (STORM
o� EP
SEE SECTION A-A J;' -� r PT. ; �A�
01
1 -0 FOR SEWER PIPE AND STORM PIPE:
EXIST. CB TYPE
I V C '� r PIPE ZONE MATERIAL PER SECTION
49•59'2"' 9-03.16 BEDDING MATERIAL FOR
/� EX. SSMH 48 0 THERMOPLASTIC PIPE.
A/` - 435 -}- EX. ECO-BLOCK WALL
CENNTE- OF RADIUS STA 2+90.45
- L. B STA 0+ 7.5, 30 RT. UTILIT "`SERVICES: 6'
INSIDE CURVE, L. B: TEC, POWER, GAS I
PC STA. 0+65.5, 5.0'RT.
Q ; ,; 43B I "' EXCAVATION OF UNSUITABLE SOIL (IF NEEDED)
R PT STA. 0+48.4, T. i DEPTH AS APPROVED BY ENGINEER.
PRESERVE-RESTORE
w _ _ _ _ _ _ _ _ _ _ _ _ _ _ � BACKFILL WITH FOUNDATION MATERIAL
ROUNDED ROCK DITCH (2'- 4" QUARRY SPALLS)
w ° EASEMENT - 20'X 66' P
EP SANITARY SEWER, STORM, AND WATER PIPES
I�
TYPICAL TRENCH BEDDING AND BACKFILL
EXISTING GRAVEL RD
NOTES:
NEW GRAVEL ROAD
- - 1 . PROVIDE UNIFORM SUPPORT UNDER BARREL.
DETAIL A-A, SHEET 2
2. HAND TAMP UNDER HAUNCHES.
CB#2 TYPE 2, 48"0 MATCH EXISTING GRADE 3. COMPACT PIPE ZONE MATERIAL TO 90% MINIMUM DENSITY
;.
CTL. A STA 0+15.21 , 7.0' LT.
END GRAVEL ROAD EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL
BE
SEE SECTION A-A HAND TAMP ONLY.
CTL. A STA 0+13.57 0 20' 40'
4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE
FLOW LINE IS MAINTAINED.
5. ALL EXCAVATION AND BEDDING AND BACKFILL MATERIALS
/ 1 :240 - BEYOND PAI' LIMIT OF TRENCH SHALL BE INCLUDED WITHIN
/ THE TRENCH EXCAVATION SAFETY SYSTEMS BID ITEM.
I
I,
EX CB TYPE I
RIM = EL 427.70 ...................... ........ ..... ..... ..................._...................:...........
..........- -
_-. w
EX 12"NW IE=424.66 =
w
REMOVE EX 6"SW IE=425.3
:Q
„ _ 25
NEW
8 SW IE-425 -
... .. 460 - NOTES
... ..... ..............
..... .................... . .......... ---...... ---.......
G UTILITY LOCATIONS ARE APPROXIMATE, NOT ALL UTILTIES MAY BE SHOWN
�:o 0
CB#2, TYPE II=48"� o + EXISTING U E
STA 0+ 15.21 , 7.0' LT. CB#� w CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES.
RIM EL. 435.8E STA.0+60.20, Q.0' RT. Q
12"Nw IE=430.85 RIM ..EL ...434.oQ.. ..... .. . ..... 450 CALL 48 HOURS BEFORE YOU DIG
.. ... ....:
8 SW IE=425:33 12"SE IE=431 .09 EX. 6'WOOD NEW ASPHALT PAVING STA. 0+36 TO STA. 1 +81
FENCE SEE SECTON C-c 1 - 800-424-5555
MATCH EXISTING GRADE EXCEPT NEAR SSMH
EX 1 DON EX TYPE 1 CB RIM IN SR-900, ADJUSTED TO NAVD 1988.
FENCE
. .........
.SLOPE .NEW ASPHALT ROAD 440
P SURVEYOR T
AND ADJUST DESIGN ELEVATIONS AS NEEDED.
440: -..._...-.. - ... .... 0.52'C TO DRAIN: TO CB- 1 - - N SEW VC, fi 0 TIE TO CITY DATUM
SEE SECTION A-A _4 1 _ EC�ST SA
64% � I- `-- �1.5% � I
FOR EX UTILITIES
EX SS 6"PVC
AND DETAILS = = _ ....
0. ....... ....... ........
. STUB E -
430:..... - 430 SR-..pp MINOR FILL NEEDED SOUTH AND WEST (--
9
STA. 0+57 OF SSMH, APPX. 0.1 ' TO 0.5'
aeo
EX SS 4"PVC
FO STUB IE=428.7
-----------------------
-
:....... ... .......:...... ----- 420 :--------
= :
420. 45 LF 12" C P E P SD =
13 LF 8" DI SD @ 0.55% EX. SSMH 48"0
@ '0.5% STA 0+70.06, 1 9' RT..
RIM ELV. 434.24
EX. :SSMH 48"0: .............................
-- ... ................... ..
......._... .........:...................:...................:.........---....... 410 _........ ST 0 51 ,...... J.
-- S
410. _... . 78, 5 RT. SCALE: ®�p'o®WAsyti"Qy Q
A: + .0
RIM : ELV. 434.24
HOR. co
1 "= 20'
-� VER. 1 "- 10' CHECKED FOR COMPLIANCE
- : TO STANDARDS
TURNING LINE ON CB .... . .:.. -_... FOR APPROVAL Date
- ......._............... ...... -� � 2s�2� a RECOMMENDS
0+00 0+50 1 +00 0+00 0+50 1 +00 1 +50 2+0 9o9FcIsTEA ��� AL
�SS�ONALE�G a e
SCALE: , 3-�6-05 BY `� �D N1�1✓ T Date 3 17 0
STORM AND DWY C PROFILE HOR. 1 "= 20' CONTROL LINE PROF LE , CL 20 ESMT r EXPIRESI,Q[1 /¢i?.!�oS.. BY Date
„ „ VER. 1 "= 10' DAM
CONTROL LINE A
5U`�NA �: �� NAw 19� HOQUTAM PL NE / SR-900 3/16/05
o AS SHOWN HORIZONTAL- NAD /983/1991 :i CITY OF
DESIGNED: 1,., STORM SYSTEM PROJECT FlaD�DK:
L RDR, DWC .� RENT 0 N PAGE
DRAWN: DRAWING NO:
RDR, DWC ONE INCH
v CHECKED: / If NOT FULL
SCAf DATUM Planning/Building/Public Woks Dept. STORM AND DRIVEWAY PLANS
0
DWC RS
sHEEr: of:
QNO. REVISION BY DATE APPR -PROVED: scAlE ACcoRDINGLr 1 2
z RS
LO
EXISTING ECOLOGY BLOCK WALL
r-� ELASTOMERIC FLEXIBLE
CV I COUPLING, 6"DI TO 6"PVC,
FERNCO OR EQUIVALENT,
o BOTH SIDES OF CROSS
� EASEMENT BNDY, I � EXISTING 20' EASEMENT
I2 LF 6"0 DI SPOOL EXIST WOOD FENCE
BOTH SIDES OF CROSS z
F,
0
Ln DI CROSS 8"x 6", MJ >-
I REMOVE EX. 6"PVC TEE ~
SHORING
REMOVE EX. 6"PVC, REPLACE ED
WITH 8"DI PIPE n
5' S, 5, 5'
13'
EX, TYPE-I CB EXISTING GRADE
2% MIN. 2% MIN.
5 LF 8 0 DI , APPX 6 LF 8 0 DI
APPX /rlr
" "
EXIST GRAVEL ROADTO
4.5' 7.5' TYPICAL BAMATCHED,
NEW DRIVEWAY PAVEMENT, \/\
O P P T GAS 2" MIN. COMPACTED DEPTH, CLASS B ASPHALT,
TYPICAL
1 .5" MIN. CRUSHED SURFACING TOP COURSE OVER
GAS MAIN, APPROXIMATE LOCATION,
I I 2.5" MIN. CRUSHED SURFACING BASE COURSE;
I
EXIST. 6"PVC PIPE, TYP. UNKNOWN DEPTH COMPACTED DEPTHS
I REPLACE UNSUITABLE MATERIAL WITH CRUSHED ROCK BASE
POWER (P), TELEPHONE (T), AND GAS SERVICES COURSE AS NEEDED.
' I LOCATION VARIES, DEPTH UNKNOWN
I
PLAN VIEW A, NTS ROAD SECTION C - C , NTS
EX. 6' WOOD FENCE, TYPICAL - MINOR FILLING NEAR EX SSMH
REMOVE FOR CONSTRUCTION TAPER WITH CRUSHED SURFACING
RESTORE TO ORIGINAL STATE BASE COURSE, TOPSOIL AND SEED 2% MIN.
PAY LIMIT - MAX 20'WIDE
20' DRAINAGE EASEMENT
EXISTING GRADE
0
EXIST. ROCK WALL }
REMOVE FOR CONSTRUCTION EXIST WOOD FENCE Z
1 '
10' 2' 3' 4.0' RESTORE TO ORIGINAL STATE pa
INCLUDING FOUNDATION, BACKFILL, ~
I IF DRAINROCK FILTER FABRIC, w
PIPE DRAIN, ETC. 20' DRAINAGE EASEMENT w
12"MIN.
EL 436.1 - - EL 435.9
RIM EL 435.8 PAY LIMIT - MAX 12'WIDE
*X RIM EL. . 435:0
EL 434.26 1 EL. 434,2 5, 434.0 5 EL 434 5 1 ' 40
EL
4' 5W .
6
e'. EXIST GRAVEL- EXIST SIDEWALK ELV. ^33 - 2% MIN. 2% MIN.
GRAVEL ROAD: —� �-- ,
ROAD
1 .5" CRUSHED SURFACING TOP COURSE, OVER �\/1�\ ELV. 433.1 EXISTING GRADE D,
2.5" CRUSHED SURFACING BASE COURSE, ��\ '' TO BE MATCHED,
COMPACTED DEPTHS. REPLACE ANY UNSUITABLE ��\ EXIST 1 .5 DUCT. D TYPICAL
MATERIAL IN SUBGRADE WITH CRUSHED ROCK. \
MATCH EXISTING GRADE ° o j\ 428.5 w NEW DRIVEWAY PAVEMENT,
I /
SR-900 z 2" MIN. THICKNESS, CLASS B
40 ASPHALT, EXIST GRAVEL ROAD
0.02 F./Fr. r �P TO BE MATCHED
RIM EL 427.70
. .:
w 1�. IE. 431 .09 1 .5" MIN. CRUSHED SURFACING
N. IE. 430.85 ` /i.. . :.�/�: ..�;:;-;'.�.,... o 12" CPEP OUT E.
y EL -427.5 /� \//\//\ / /\r\ \/\/`lam TOP COURSE OVER
+ + + + + � 2.5" MIN. CRUSHED SURFACING
'R0�'K' VNAL'L,F:C�I�fVD%��f.ION`, CB#1, TYPE 1 BASE COURSE;
' ` ' ' ' ' ' ' /\\r�\! , PER C.O.R STD, DETAIL B010,
COMPACTED DEPTHS
'. . . . . >°
im
IE. 425.25; �,\\/�\\�/�\\/�\/�/ FRAME AND BIDIRECTIONAL VANED
�__ _ __ REMOVE EXIST 6" PVC, GRATE (LOCKING) REPLACE ANY UNSUITABLE MATERIAL
NEW 8 0 DUCTILE IRON - EXIST 6 PVC REPLACE WITH 8 DI. PER IFCO 312 3 OR EQUIVALENT WITH CRUSHED ROCK BASE COURSE
IE. 425.33 --------------- AS NEEDED.
6' MIN. DEPTH :..
SEE PLAN VIEW "A„
EX. CDF. �.:; IE. 424.66, ROAD SECTION B - B , NTS
CONTRACTOR MUST
EXIST. 6" PVC TEE •..FOR FIBER+'•:. VERIFY!
LOCATE, REPLACE WITH :.'OPT. UTIL.CB#2 TYPE 2, 48'ID 8"X6" DI CROSS �,p J. 8r
PER C.❑:R. STD. DETAILS B027, B035, CAUTION: FIBER OPTICS �P'oFw,asy, '9q
WITH RING AND S❑LID COVER (LOCKING) LINE IN CDF, BELOW 4 � ti NOTES
MARKED 'DRAIN' PER IFC❑ 817-1 EXISTING 6"PVC PIPE, 2'
OR EQUIVALENT DO NOT DISTURB � EXISTING UTILITY LOCATIONS ARE APPROXIMATE, NOT ALL UTILTIES MAY BE SHOWN.
PIPE ZONE: BEDDING MATERIAL APPROX. DEPTH = 5 FT. RECOMMENDED CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES.
FOR THERMOPLASTIC PIPE PER SECTION 9-03.16 A9 9 727 0 �� FOR APPROVAL
PLACE OVER COMPACTED SUBSOIL. 0,c� F �
ass/ONALV. 3-��-�� BY - "O-5 CALL 48 HOURS BEFORE YOU DIG
EXPIRE>310/18/Zc7
BY 1 -800-424-5555
SECTION A A, NTS
DATE:
SURVEYED: SC �� N HOQUTAM PL NE / SR-900 3/16/05
,� ,.'...
NA AS SHOWN HORIZONTAL- NAD 1 19�983/1991 CITY OF FIELDWOK:•,
RDR, DWC
STORM SYSTEM PROJECT
> DRAWN: ML R E N TO N PACE--
DRAWING N0:
o RDR, DWC I ONE I I DATUM
AI T FULL SCALE�I Planning/Building/Public Works Dept.
CHECKED STORM AND DRIVEWAY DETAILS 2
Q DWC RS IF NOT ONE INCH SHEET: OF:
NO. REVISION BY DATE AP P '�F2O'ED SCALE ACCORDINGLY
RS 2
w
Llj�j 22 502