HomeMy WebLinkAboutS-396206E
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SURFACE Ri
1. OFFSITE SURFACE RESTORATION
TION (Revi;
16-11
ALL PAVED OR UNPAVED SURFACES OR EASEMENTS SHALL BE RESTORED TO A CONDITION EQUAL TO OR
BETTER THAN THAT WHICH EXISTED PRIOR TO CONSTRUCTION. ALL TREES, SHRUBS AND OR OTHER
IMPROVEMENTS SHALL BE SAVED, RELOCATED, OR REPLACED BY DEVELOPER/CONTRACTOR UNLESS NOTED
OTHERWISE ON THE DRAWINGS OR IN THE EASEMENT STIPULATIONS. RESTORATION SHALL BE TO THE
SATISFACTION OF THE DISTRICT, PROPERTY OWNER, OR GOVERNING ROAD AGENCY. PRECONSTRUCTION
PHOTOGRAPHS SHALL BE USED TO APPROVE RESTORATION.
2. ROAD SHOULDER RESTORATION WITHIN RIGHT-OF-WAY
THE EXISTING SURFACING OF DISTURBED ASPHALT SHOULDERS SHALL BE REMOVED TO A MINIMUM DEPTH
OF 6 INCHES BELOW ORIGINAL STREET GRADE TO PROVIDE FOR PLACEMENT OF THE NEW SUBGRADE AND
PAVING. THE SUBGRADE SHALL BE CONSTRUCTED OF 1-1/4-INCH MINUS CRUSHED SURFACING BASE
COURSE PLACED TO A COMPACTED THICKNESS OF 2-1/21NCHES, FOLLOWED BY 5/8-INCH MINUS
CRUSHED SURFACING TOP COURSE PLACED TO A COMPACTED THICKNESS OF 1-1/2 INCHES. ASPHALT
CONCRETE PAVING SHALL THEN BE PLACED AND COMPACTED IN 2-INCH LIFTS UP TO A MAXIMUM 4-INCH
THICKNESS TO MATCH EXISTING PAVEMENT THICKNESS. MINIMUM THICKNESS SHALL BE 2 INCHES. THE
SHOULDER SHALL BE REPLACED TO THE EXISTING FOG LINE IN AREAS WHERE THE EXISTING ASPHALT
SHOULDER IS SERIOUSLY DISTURBED, OR AT THE DISCRETION OF THE DISTRICT OR THE GOVERNING ROAD
AGENCY.
RESTORATION OF GRAVEL SHOULDERS SHALL INCLUDE A MINIMUM OF 1-1/2 INCHES OF CRUSHED
SURFACING TOP COURSE AND 2-1/2 INCHES OF CRUSHED SURFACING BASE COURSE.
3. ASPHALT SURFACE RESTORATION WITHIN RIGHT-OF-WAY
THE EXISTING ASPHALT SURFACE SHALL BE CUT ON A NEAT LINE BY SAWCUTTING PRIOR TO EXCAVATION
TO PROVIDE A CONTINUOUS LINE. FOLLOWING PROPER BACKFILL AND COMPACTION OF THE TRENCH, THE
EDGES OF THE SURFACING SHALL BE RE -TRIMMED 12 INCHES WIDER THAN THE EXCAVATION WITH
STRAIGHT VERTICAL EDGES FREE FROM IRREGULARITIES. A 1-1/4-INCH MINUS CRUSHED SURFACING
BASE COURSE SHALL BE PLACED TO A COMPACTED THICKNESS OF 4-1/2 INCHES, FOLLOWED BY
5/8-INCH MINUS CRUSHED SURFACING TOP COURSE PLACED TO A COMPACTED THICKNESS OF 2 INCHES.
ASPHALT CONCRETE PAVING SHALL THEN BE PLACED AND COMPACTED IN 2-INCH LIFTS TO MATCH THE
EXISTING THICKNESS AND GRADE OF THE ORIGINAL SURFACE. ASPHALT PATCH SHALL HAVE A MINIMUM
THICKNESS OF 2 INCHES AND A MAXIMUM THICKNESS OF 41NCHES. THE ASPHALT PATCH SHALL THEN
BE OVERLAID WITH A MINIMUM OF 1-1/2 INCHES COMPACTED ASPHALT CONCRETE. ASPHALT OVERLAY
SHALL BE PRE -LEVELED AS DETERMINED BY THE DISTRICT'S FIELD REPRESENTATIVE. NO OVERLAY SHALL
BE REQUIRED IF THE FINAL TRIMMED EDGE OF THE ASPHALT PATCH DOES NOT ENCROACH INSIDE THE
FOG LINE OR, IN LIEU OF A FOG LINE, WITHIN 12 FEET FROM THE EXISTING CENTERLINE OF THE ROAD.
THE DISTRICT OR GOVERNING ROAD AGENCY RESERVES THE RIGHT TO REQUIRE AN OVERLAY ON ANY
SECTION. IF THE EDGE OF THE ROAD IS CURB AND GUTTER, THEN THE ASPHALT PATCH SHALL EXTEND
TO THE EDGE OF THE CURB UNLESS INDICATED OTHERWISE BY THE DISTRICT OR GOVERNING ROAD
AGENCY, ALL ASPHALT JOINTS SHALL BE SEALED WITH APPROVED SEALER. DEVELOPER/CONTRACTOR
SHALL REPLACE EXISTING STRIPING AND PAVEMENT MARKINGS AS REQUIRED BY THE GOVERNING ROAD
AGENCY.
DEVELOPER/CONTRACTOR SHALL MAINTAIN TEMPORARY COLD OR HOT MIX ASPHALT PATCHES DAILY DURING
CONSTRUCTION TO THE SATISFACTION OF THE GOVERNING ROAD AGENCY AND THE DISTRICT'S FIELD
REPRESENTATIVE UNTIL SAID PATCH IS REPLACED WITH A PERMANENT HOT PATCH. THE PERMANENT
PATCH SHALL BE PLACED AND SEALED WITH PAVING GRADE ASPHALT WITHIN 30 CALENDAR DAYS.
CONCRETE PAVEMENT SHALL BE RESTORED CONSISTENT WITH SECTION 5-01 OF THE STANDARD
SPECIFICATIONS. ANY CONCRETE PAVEMENT TRAFFIC LANE AFFECTED BY THE TRENCHING SHALL HAVE ALL
AFFECTED PANELS REPLACED. CEMENT CONCRETE PAVEMENT SHALL BE RESTORED WITH AN 8-SACK MIX,
USING EITHER TYPE II OR TYPE III CEMENT WITHIN 30 CALENDAR DAYS.
4. CURBS, GUTTERS, AND SIDEWALKS
EXISTING CURBS, GUTTERS, AND SIDEWALKS DAMAGED BY CONSTRUCTION OF THE PROJECT OR THE
DEVELOPER'S/CONTRACTOR'S USE AND ACTIVITY, SHALL BE REPAIRED TO THE SATISFACTION OF THE
PROPERTY OWNER, THE DISTRICT, OR THE GOVERNING ROAD AGENCY, AND TO ITS ORIGINAL CONDITION OR
BETTER.
5. NON -PAVEMENT RESTORATION WITHIN RIGHT-OF-WAY
CULTIVATED LAWNS SHALL BE RESTORED WITH SOD. RESEEDING OF CULTIVATED LAWNS WILL NOT BE
ALLOWED WITHOUT PRIOR APPROVAL OF PROPERTY OWNER AND DISTRICT. UNCULTIVATED LAWNS, PASTURE
AND VACANT LAND SHALL BE RESTORED WITH A PASTURE GRASS MEETING THE FOLLOWING REQUIREMENTS.
SEED MIX: 40% PERENNIAL RYEGRASS
10% WHITE CLOVER
30% FESCUE
20% RED CREEPING FESCUE
APPLY AT THE RATE OF 100 POUNDS PER ACRE
MULCH: SILVA FIBER MULCH APPLIED AT 1500 TO 2000 POUNDS PER ACRE.
FERTILIZER: COMMERCIAL MIX 10/20/20 OF NITRATE, PHOSPHATE AND POTASH APPLIED AT RATE OF
450 POUNDS PER ACRE.
6. FINAL UTILITY ADJUSTMENT TO FINISH GRADE
ALL UTILITY COVERS, WHICH ARE LOCATED ON PROPOSED ASPHALT ROADWAYS, SHALL BE TEMPORARILY
PLACED AT SUB -GRADE ELEVATION PRIOR TO PLACING CRUSHED SURFACING MATERIAL. FINAL
ADJUSTMENT OF ALL COVERS AND ACCESS ENTRIES SHALL BE MADE FOLLOWING FINAL PAVING BY
SAWCUTTING OF THE PAVEMENT AROUND LIDS AND COVERS. OPENING SHOULD NOT BE LARGER THAN 12
INCHES BEYOND THE RADIUS OF THE COVER. DEVELOPER/CONTRACTOR SHALL THEN REMOVE BASE
MATERIAL, SURFACING COURSE, AND FRAME; ADD RAISING BRICKS; AND REPLACE FRAME AND COVER TO
FINISH GRADE. FILL AND MECHANICALLY COMPACT AROUND THE STRUCTURE AND FRAME WITH CRUSHED
SURFACING MATERIAL. FINISHED SURFACING SHALL BE TWO, 2-INCH COURSES OF ASPHALT CONCRETE
SURFACING, COMPACTED AND SEALED TO PROVIDE A DENSE, UNIFORM SURFACE. FINAL ADJUSTMENT OF
ALL COVERS AND ACCESS ENTRIES SHALL BE COMPLETED WITHIN 30 DAYS OF FINAL PAVING.
7. FINAL CLEANUP
THE DEVELOPER/CONTRACTOR SHALL CLEANUP ALL ADJACENT AREAS IN COMPLIANCE WITH SECTION 1.11
OF THE STANDARD SPECIFICATIONS. STREETS AND ROADWAYS SHALL BE CLEANED AND SWEPT BOTH
DURING AND AFTER THE INSTALLATION WORK. DISTURBED SOILS SHALL BE FINAL GRADED, SEEDED, AND
MULCHED AFTER INSTALLATION OF THE SEWER MAIN. IN LIMITED AREAS SEEDING AND MULCHING BY
HAND, USING APPROVED METHODS, WILL BE ACCEPTABLE. DITCH LINES WITH ERODIBLE SOIL OR SUBJECT
TO RAPID FLOWS MAY REQUIRE SEEDING, JUTE MATTING, NETTING, OR ROCK LINING TO CONTROL EROSION.
ANY SILTING OF DOWNSTREAM DRAINAGE FACILITIES, WHETHER DITCHES OR PIPE AND CATCH BASINS,
WHICH RESULTS FROM THE SEWER MAIN INSTALLATION SHALL BE CLEANED OUT AND THE WORK SITE
RESTORED TO A STABLE CONDITION AS PART OF SITE CLEANUP.
8. TRAFFIC CONTROL
THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR INTERIM TRAFFIC CONTROL DURING
CONSTRUCTION ON OR ALONG TRAVELED COUNTY ROADWAYS. TRAFFIC CONTROL SHALL FOLLOW THE
GUIDELINES OF SECTION 1-07.23 OF THE STANDARD SPECIFICATIONS. ALL BARRICADES, SIGNS, AND
FLAGGING SHALL CONFORM TO THE REQUIREMENTS OF THE MUTCD MANUAL. SIGNS SHALL BE LEGIBLE
AND VISIBLE AND SHOULD BE REMOVED AT THE END OF EACH WORKDAY IF NOT APPLICABLE AFTER
CONSTRUCTION HOURS.
WHEN ROAD CLOSURES CANNOT BE AVOIDED, THE DEVELOPER/CONTRACTOR SHALL POST "TO BE CLOSED -
SIGNS A MINIMUM OF FIVE DAYS PRIOR TO THE CLOSING. THE TYPES AND LOCATIONS OF THE SIGNS
SHALL BE SHOWN ON A DETOUR PLAN. A DETOUR PLAN MUST BE PREPARED AND SUBMITTED TO THE
DISTRICT'S FIELD REPRESENTATIVE AND APPROVED BY THE GOVERNING ROAD AGENCY PRIOR TO CLOSING
ANY ROADWAYS. IN ADDITION, THE DEVELOPER/CONTRACTOR MUST NOTIFY IN WRITING ALL LOCAL FIRE,
SCHOOL, LAW ENFORCEMENT AUTHORITIES, METRO TRANSIT, AND ANY OTHER AFFECTED PERSONS AS
DIRECTED BY THE DISTRICT'S FIELD REPRESENTATIVE AT LEAST FIVE DAYS PRIOR TO THE ROAD CLOSURE.
2-TON LIFTING BURKE
(4) PLACES IN CENTER
i
T =
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5 FEET. MINIMUM
FIGURE C1,3 REQUIRED SEPARATION BETWEEN WATER LINES AND SANITARY SEWERS
UNUSUAL CONDITIONS PARALLEL CONSTRUCTION
G'-n' rNFRAII
IJSNE CLEAR
5'-7'
2'-9'
(35 INSIDE CLEAR)
p5 INSIDE CLEAR)
GROUT ALL AROUND
4484 GA BAFFLE
BOTTOM h BOTH SIDES
lip
Il
I
4 LIFTING INSERT
A
(4) PLACES IN TOP
3'-0'
3'-0'
1'-6'
PLAN VIEW
WO PULLING IRON
USED FOR LIFTING
(4) PLACES IN BASE
24'0 ACCESS OPENING
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V-0' 1'
KNOCKOUT DETAIL
VENT PIPES ADJUST TO GRADE 24's LOCKABLE FRAME k COVER 6'
(OPTIONAL) RISERS AS NEEDED AIR k GAS TIGHT
(3) PLACES
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NSPECf10N PIPE
INLET kL[�i I EL M9.73 o�.1;d OUTLET
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GROUT AL AROUND 6'
BOTTOM & BOTH SIDES
VIEW B
VIEW A
4484 GA TOP
4484 CA BASE
STRUCTURAL NOTES
1. CONCRETE: 28 DAY COMPF435K STRENGTH rc - 700D psi
2. REBAR:
ASTM A-615 GRADE 60
3. MESH.
ASTM A-185 GRADE 65
4. DESIGN:
AD-318-05 BUILDING CODE
5. LOADS:
AASHTO HS-20 TRICK WHEEL P-16 kip
ASTM C-890 'MINIMUM STRUCTURAL DESIGN LOADING FOR
MONOLITHIC OR SECnOkk PRECAST CONCRETE WATER AN
WASTEWATER STRUCTURES'
Sox IMPACT FOR LESS THAN 2'-0' SOIL COVER
SOIL DENSITY 120 pcf
40 pcf E.F.P. LATERAL SOIL PRESSURE ABOVE WATERTABLE
80 pcf E.F.P. LATERAL SOIL PRESSURE BELOW WATERTABLE
80 W LIVE LOAD SURCHARGE
NO LIVE LOAD SURCf41RCE FOR SOIL COVER > 8'-O'
TOP OF VALET 5'-0' BELOW MISHED GRADE (MAX)
WATERTABLE 5-0' BELOW FINISHED GRADE (ASSUMED)
1. WATER DEPTH: 3'-10'
2. CUSTOMER TO:
VERIFY ALL VAULT FEATURES
DO ALL GROUTING $ EPDXY OF VAULTS, HOLES & SEAMS
(USING NON -SHRINK GROUT)
SUPPLY & INSTALL ALL PIPING
DO ALL PANflNG
FILL WITH CLEW WATER PRIOR TO START UP OF SYSTEM
3. GRAY WATER ONLY. BLACK WATER CARRIED BY SEPARATE SIDE SEINER
20DO UNIFORM PLUMBING CODE
NUMBER OF WAS WASTE FLOW RETENTION STORAGE CAPACITY
PER PEAK HOUR X RATE X TIME X FACTOR " IN GALLON
24'0 LOCKABLE FRAME do COVER: 900 Ibs
4484 GA TOP: 4,635 Ibs
4484 GA BAFfl.E 1,21D Ebs
4484 GA CENTER: 6,065 Ibs
4484 GA BASE 3,195 Ibs
TOTAL: 16,065 Ibs
S=396206
PLAN REVIEW # 04-1346
Call 2 Business Days Before You Dig
811 or 1-800-424-5555
Utilities Underground Location Center
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40908
GISTERF�
JOB NUMBER:
16-137
DRAWING NAME:
16137A-WS-DT
DESIGNER:
MEV
DRAFTING BY:
NC
DATE:
5-25-17
SCALE:
AS
NOTED
JURISDICTION:
SOOS
CREEK
NSE U4P C2
DRAWING:
SHEET 5 OF
6