HomeMy WebLinkAboutINFRASTRUCTURE Rev 3 4.6.23 - 22-00669 - BYUI 10th Ward - University Blvd. & 5th W - Plat-Reviewed-Corrections-Required (3) (1)GENERAL NOTES
1.1 COMPLIANCE
1.ALL WORK TO CONFORM TO GOVERNING MUNICIPALITY'S STANDARDS, SPECIFICATIONS AND
REQUIREMENTS.
2.ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THESE CONTRACT
DOCUMENTS AND THE MOST RECENT, ADOPTED EDITIONS OF THE FOLLOWING: INTERNATIONAL
BUILDING CODE (IBC), THE INTERNATIONAL PLUMBING CODE, STATE DRINKING WATER
REGULATIONS, APWA MANUAL OF STANDARD PLANS AND SPECIFICATIONS, ADA ACCESSIBILITY
GUIDELINES.
3.ALL CONSTRUCTION SHALL BE AS SHOWN ON THESE PLANS. ANY REVISIONS MUST HAVE PRIOR
WRITTEN APPROVAL.
1.2 PERMITTING AND INSPECTIONS
1.PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING
SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO
CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED
THOROUGHLY REVIEWED PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE
PERMITTING AUTHORITIES.
2.CONTRACTOR IS RESPONSIBLE FOR SCHEDULING AND NOTIFYING ARCHITECT/ENGINEER OR
INSPECTING AUTHORITY 48 HOURS IN ADVANCE OF COVERING UP ANY PHASE OF
CONSTRUCTION REQUIRING OBSERVATION.
3.ANY WORK IN THE PUBLIC RIGHT-OF-WAY WILL REQUIRE PERMITS FROM THE APPROPRIATE,
CITY, COUNTY OR STATE AGENCY CONTROLLING THE ROAD AND WITH APPROPRIATE
INSPECTIONS.
1.3 COORDINATION & VERIFICATION
1.ALL DIMENSIONS, GRADES & UTILITY DESIGNS SHOWN ON THE PLANS SHALL BE VERIFIED BY
THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY
ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH CONSTRUCTION
FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE
CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN
INCORRECTLY ON THESE PLANS, IF NOT VERIFIED AND NOTIFICATION OF CONFLICTS HAVE NOT
BEEN BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER.
2.CONTRACTOR MUST VERIFY ALL EXISTING CONDITIONS BEFORE BIDDING AND BRING UP ANY
QUESTIONS BEFOREHAND. NO ALLOWANCE WILL BE MADE FOR DISCREPANCIES OR OMISSIONS
THAT CAN BE EASILY OBSERVED.
3.CONTRACTOR TO COORDINATE WITH ALL OTHER DISCIPLINES, INCLUDING BUT NOT LIMITED TO:
LANDSCAPE PLANS, SITE ELECTRICAL SITE LIGHTING PLANS AND ELECTRICAL SERVICE TO THE
BUILDING(S), MECHANICAL PLANS FOR LOCATION OF SERVICES TO THE BUILDING(S), INCLUDING
FIRE PROTECTION, ARCHITECTURAL SITE PLAN FOR DIMENSIONS, ACCESSIBLE ROUTES, ETC.,
NOT SHOWN ON CIVIL PLANS.
4.CONTRACTOR IS TO COORDINATE LOCATION OF NEW TELEPHONE SERVICE, GAS SERVICE,
CABLE, ETC. TO BUILDING WITH THE APPROPRIATE UTILITY COMPANY. FOR TELEPHONE,
CONTRACTOR TO FURNISH CONDUIT, PLYWOOD BACKBOARD, AND GROUND WIRE, AS REQUIRED.
1.4 SAFETY AND PROTECTION
1.CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION,
2.CONTRACTOR IS RESPONSIBLE FOR THE SAFETY OF THE PROJECT AND SHALL MEET ALL OSHA
REQUIREMENTS.
3.CONTRACTOR IS RESPONSIBLE FOR CONFORMING TO LOCAL AND FEDERAL CODES GOVERNING
SHORING AND BRACING OF EXCAVATIONS AND TRENCHES, AND FOR THE PROTECTION OR
WORKERS AND PUBLIC.
4.CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT ALL EXISTING PUBLIC AND
PRIVATE PROPERTY, ROADWAYS, AND UTILITY IMPROVEMENTS. DAMAGE TO EXISTING
IMPROVEMENTS CAUSED BY THE CONTRACTOR MUST BE REPAIRED BY THE CONTRACTOR AT
HIS/HER EXPENSE TO THE SATISFACTION OF THE OWNER OF SAID IMPROVEMENTS.
5.CONTRACTOR IS REQUIRED TO KEEP ALL CONSTRUCTION ACTIVITIES WITHIN THE APPROVED
PROJECT LIMITS. THIS INCLUDES, BUT IS NOT LIMITED TO, VEHICLE AND EQUIPMENT STAGING,
MATERIAL STORAGE AND LIMITS OF TRENCH EXCAVATION.
6.IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN PERMISSION AND/OR EASEMENTS FROM
THE APPROPRIATE GOVERNMENT AGENCY AND/OR INDIVIDUAL PROPERTY OWNER(S) FOR
WORK OR STAGING OUTSIDE OF THE PROJECT LIMITS.
7.CONTRACTOR SHALL PROVIDE BARRICADES, SIGNS, FLASHERS, OTHER EQUIPMENT AND FLAG
PERSONS NECESSARY TO INSURE THE SAFETY OF WORKERS AND VISITORS. ALL
CONSTRUCTION SIGNING, BARRICADING, AND TRAFFIC DELINEATION SHALL CONFORM TO THE
"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", LATEST EDITION.
8.CONTRACTOR SHALL COMPLY WITH LOCAL NOISE ORDINANCE STANDARDS.
9.CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL ACCORDING TO GOVERNING AGENCY
STANDARDS.
10.CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT
ADJACENT PROPERTIES FROM ANY AND ALL DAMAGE THAT MAY OCCUR FROM STORM WATER
RUNOFF AND/OR DEPOSITION OF DEBRIS RESULTING FROM ANY AND ALL WORK IN CONNECTION
WITH CONSTRUCTION. SUBMIT A STORM WATER POLLUTION PREVENTION PLAN, IF REQUIRED.
11.WORK IN PUBLIC STREETS, ONCE BEGUN, SHALL BE PROSECUTED TO COMPLETION WITHOUT
DELAY AS TO PROVIDE MINIMUM INCONVENIENCE TO ADJACENT PROPERTY OWNERS AND TO
THE TRAVELING PUBLIC.
12.CONTRACTOR SHALL PROVIDE ALL NECESSARY HORIZONTAL AND VERTICAL TRANSITIONS
BETWEEN NEW CONSTRUCTION AND EXISTING SURFACES TO PROVIDE FOR PROPER DRAINAGE
AND FOR INGRESS AND EGRESS TO NEW CONSTRUCTION.
13.NATURAL VEGETATION AND SOIL COVER SHALL NOT BE DISTURBED PRIOR TO ACTUAL
CONSTRUCTION OF A REQUIRED FACILITY OR IMPROVEMENT. MASS CLEARING OF THE SITE IN
ANTICIPATION OF CONSTRUCTION SHALL BE AVOIDED. CONSTRUCTION TRAFFIC SHALL BE
LIMITED TO ONE APPROACH TO THE SITE. THE APPROACH SHALL BE DESIGNATED BY THE
OWNER OR GOVERNING AGENCY.
14.THE CONTRACTOR SHALL TAKE REASONABLE MEASURE TO PROTECT EXISTING IMPROVEMENTS
FROM DAMAGE AND ALL SUCH IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S OPERATION
SHALL BE REPAIRED OR RECONSTRUCTED TO THE ENGINEER/OWNER'S SATISFACTION AT THE
EXPENSE OF THE CONTRACTOR.
1.5 MATERIALS
1.SITE CONCRETE SHALL BE A MINIMUM 6.5 BAG MIX, 4000 P.S.I. @ 28 DAYS, 4" MAXIMUM SLUMP
WITH 5 + OR - 1% AIR ENTRAINMENT, UNLESS SPECIFIED OTHERWISE. -SEE SPECIFICATION
A.SLABS-ON-GRADE WILL BE TYPICALLY SCORED (1/4 THE DEPTH) AT INTERVALS NOT TO
EXCEED THEIR WIDTH OR 12 TIMES THEIR DEPTH, WHICHEVER IS LESS. SCORING WILL BE
PLACED TO PREVENT RANDOM CRACKING. FULL DEPTH EXPANSION JOINTS WILL BE PLACED
AGAINST ANY OBJECT DEEMED TO BE FIXED, CHANGES IN DIRECTION AND AT EQUAL
INTERVALS NOT TO EXCEED 50 FEET.
B.CONCRETE WATERWAYS, CURBWALLS, MOWSTRIPS, CURB AND GUTTER, ETC. WILL
TYPICALLY BE SCORED (1/4 THE DEPTH AT INTERVALS NOT TO EXCEED 10 FEET AND HAVE
FULL DEPTH EXPANSION JOINTS AT EQUAL SPACING NOT TO EXCEED 50 FEET.
C.UNLESS OTHERWISE NOTED, ALL SLABS-0N-GRADE WILL HAVE A MINIMUM 8" TURNED-DOWN
EDGE TO HELP CONTROL FROST HEAVE.
D.UNLESS OTHERWISE NOTED, ALL ON-GRADE CONCRETE WILL BE PLACED ON A MINIMUM 4"
GRAVEL BASE OVER A WELL COMPACTED (90%) SUBGRADE.
E.ALL EXPOSED SURFACES WILL HAVE A TEXTURED FINISH, RUBBED OR BROOMED. ANY
"PLASTERING" OF NEW CONCRETE WILL BE DONE WHILE IT IS STILL "GREEN".
F.ALL JOINTS (CONTROL, CONSTRUCTION OR EXPANSION JOINTS, ETC.) WILL BE SEALED WITH
A ONE PART POLYURETHANE SEALANT (SEE SPECIFICATION).
2.ASPHALTIC CONCRETE PAVEMENT SHALL BE A MINIMUM 3" OVER 6" OF COMPACTED (95%) ROAD
BASE OVER PROPERLY PREPARED AND COMPACTED (90%) SUBGRADE, UNLESS NOTED
OTHERWISE. -SEE SPECIFICATIONS, AND DETAIL 'D1' SHEET C5.01
A.ASPHALT COMPACTION SHALL BE A MINIMUM 96% (MARSHALL DESIGN).
B.SURFACE COARSE SHALL BE ½ " MINUS. MIX DESIGN TO BE SUBMITTED FOR APPROVAL AT
LEAST TWO WEEKS PRIOR TO ANTICIPATED PAVING SCHEDULE.
C.AC PAVEMENT TO BE A ¼" ABOVE LIP OF ALL GUTTER AFTER COMPACTION.
D.THICKNESSES OVER 3" WILL BE LAID IN TWO LIFTS WITH THE FIRST LIFT BEING AN APPROVED
3/4" MINUS DESIGN.
1.6 GRADING / SOILS
1.SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND
SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE SOILS REPORT, WHICH BY
REFERENCE ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND IN CASE OF
CONFLICT SHALL TAKE PRECEDENCE, UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS,
OR IN THE SPECIFICATIONS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY
DISCREPANCY BETWEEN THE SOILS REPORT AND THESE PLANS AND SPECIFICATIONS.
2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING ALL SOFT,
YIELDING OR UNSUITABLE MATERIALS AND REPLACING WITH SUITABLE MATERIALS AS SPECIFIED
IN THE SOILS REPORT.
3.ALL EXCAVATED OR FILLED AREAS SHALL BE COMPACTED TO 95% OF MODIFIED PROCTOR
MAXIMUM DENSITY PER ASTM TEST D-1557, EXCEPT UNDER BUILDING FOUNDATIONS WHERE IT
SHALL BE 98% MIN. OF MAXIMUM DENSITY. MOISTURE CONTENT AT TIME OF PLACEMENT SHALL
NOT EXCEED 2% ABOVE NOR 3% BELOW OPTIMUM.
4.CONTRACTOR SHALL SUBMIT A COMPACTION REPORT PREPARED BY A QUALIFIED REGISTERED
SOILS ENGINEER, VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITH THE
BUILDING PAD AREA AND AREAS TO BE PAVED, HAVE BEEN COMPACTED IN ACCORDANCE WITH
THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE SOILS
REPORT.
5.SITE CLEARING SHALL INCLUDE THE LOCATING AND REMOVAL OF ALL UNDERGROUND TANKS,
PIPES, VALVES, ETC.
6.ALL EXISTING VALVES, MANHOLES, ETC. SHALL BE RAISED OR LOWERED TO GRADE AS
REQUIRED.
GENERAL NOTES: CONTINUED
1.7 UTILITIES
1.THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON THESE PLANS ARE BASED ON FIELD
SURVEYS AND LOCAL UTILITY COMPANY RECORDS. IT SHALL BE THE CONTRACTOR'S FULL
RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES EITHER DIRECT OR THROUGH
BLUE STAKE TO LOCATE THEIR FACILITIES PRIOR TO STARTING CONSTRUCTION.
2.CONTRACTOR TO VERIFY BY POTHOLING BOTH THE VERTICAL AND HORIZONTAL LOCATION OF
ALL EXISTING UTILITIES PRIOR TO INSTALLING ANY NEW LINES. NO ADDITIONAL COMPENSATION
SHALL BE PAID TO THE CONTRACTOR FOR DAMAGE AND REPAIR TO THESE FACILITIES CAUSED
BY HIS WORK FORCE.
3.CONTRACTOR MUST START AT LOW END OF ALL NEW GRAVITY UTILITY LINES. MECHANICAL
SUB-CONTRACTOR MUST BE PROVIDED CIVIL SITE DRAWINGS FOR COORDINATION AND TO
CHECK THE FLOW FROM THE LOWEST POINT IN BUILDING TO THE FIELD VERIFIED CONNECTION
AT THE EXISTING MAIN. NO EXTRA COMPENSATION IS TO BE PAID TO THE CONTRACTOR FOR
WORK HAVING TO BE REDONE DUE TO FAILURE TO COMPLY WITH THESE REQUIREMENTS.
4.CONTRACTOR IS TO VERIFY LOCATION, DEPTH, SIZE, TYPE, AND OUTSIDE DIAMETERS OF
UTILITIES IN THE FIELD BY POTHOLING A MINIMUM OF 300 FEET AHEAD, PIPELINE CONSTRUCTION
TO AVOID CONFLICTS WITH DESIGNED PIPELINE GRADE AND ALIGNMENT. EXISTING UTILITY
INFORMATION SHOWN ON PLANS OR OBTAINED FROM UTILITY COMPANIES OR BLUE STAKED
MUST BE ASSUMED AS APPROXIMATE, REQUIRING FIELD VERIFICATION.
5.CULINARY WATER AND FIRE SERVICE LINES TO BE CONSTRUCTED IN ACCORDANCE WITH LOCAL
GOVERNING MUNICIPALITY STANDARDS AND SPECIFICATIONS.
6.SANITARY SEWER MAINS AND LATERALS TO BE CONSTRUCTED IN ACCORDANCE WITH LOCAL
GOVERNING MUNICIPALITY SEWER DISTRICT STANDARDS AND SPECIFICATIONS.
7.STORM SEWER TO BE CONSTRUCTED IN ACCORDANCE WITH THE GOVERNING MUNICIPALITY
STANDARDS AND SPECIFICATIONS.
8.ALL STORM DRAIN AND IRRIGATION CONDUITS SHALL BE INSTALLED WITH WATER TIGHT JOINTS
AND CONNECTIONS.
9.ALL STORM DRAIN PIPE PENETRATIONS INTO BOXES SHALL BE CONSTRUCTED WITH WATER
TIGHT SEALS ON THE OUTSIDE AND GROUTED SMOOTH WITH A NON-SHRINK GROUT ON THE
INSIDE. CONDUITS SHALL BE CUT OFF FLUSH WITH THE INSIDE OF THE BOX.
10.NO CHANGE IN THE DESIGN OF UTILITIES AS SHOWN WILL BE MADE BY THE CONTRACTOR
WITHOUT THE WRITTEN APPROVAL OF THE GOVERNING MUNICIPALITY, OR OTHER AUTHORITY
HAVING JURISDICTION OVER THAT UTILITY.
11.ALL STORM DRAIN CONDUITS AND BOXES SHALL BE CLEAN AND FREE OF ROCKS, DIRT, AND
CONSTRUCTION DEBRIS PRIOR TO FINAL INSPECTION.
1.8 SURVEY CONTROL
1.CONTRACTOR MUST PROVIDE A REGISTERED LAND SURVEYOR OR PERSONS UNDER THE
SUPERVISION OF A REGISTERED LAND SURVEYOR TO SET STAKES FOR THE ALIGNMENT AND
GRADE OF EACH MAIN AND/OR FACILITY AS SHOWN ON THE PLANS. THE STAKES SHALL BE
MARKED WITH THE HORIZONTAL LOCATION (STATION) AND VERTICAL LOCATION (GRADE) WITH
CUTS AND/OR FILLS TO THE APPROVED GRADE OF THE MAIN AND OR FACILITY AS SHOWN ON
THE PLANS.
2.THE CONTRACTOR SHALL PROTECT ALL STAKES AND MARKERS FOR VERIFICATION PURPOSES.
3.CONTRACTOR WILL BE RESPONSIBLE FOR FURNISHING, MAINTAINING, OR RESTORING ALL
MONUMENTS AND REFERENCE MARKS WITHIN THE PROJECT SITE.
1.9 AMERICAN DISABILITIES ACT
1.PEDESTRIAN / ADA ROUTES SHALL MEET THE FOLLOWING SPECIFICATIONS:
*ROUTES SHALL HAVE A 2.00% (1:50) MAXIMUM CROSS SLOPE.
*ROUTES SHALL HAVE A 5.00% (1:20) MAXIMUM RUNNING SLOPE.
*RAMPS SHALL HAVE A 8.33% (1:12) MAXIMUM RUNNING SLOPE.
2.ADA PARKING STALLS AND ADJACENT ROUTES SHALL HAVE A 2.00% MAXIMUM SURFACE SLOPE
IN ANY DIRECTION.
3.THE CONTRACTOR SHALL ADHERE TO THE ABOVE SPECIFICATIONS. IN THE EVENT OF A
DISCREPANCY IN THE CONSTRUCTION DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE
ARCHITECT/ENGINEER PRIOR TO ANY CONSTRUCTION.
MONUMENT LINE
CENTER LINE
SUBJECT PROPERTY LINE
ADJACENT PROPERTY LINE
EASEMENT LINE
DITCH FLOWLINE
FENCE LINE
ATMS CABLE
CABLE TV LINE
COMMUNICATIONS LINE
FIBER-OPTIC CABLE
FIRE LINE
IRRIGATION LINE
NATURAL GAS LINE
OVERHEAD COMMUNICATIONS
OVERHEAD POWER LINE
OVERHEAD TELEPHONE LINE
OVERHEAD TELEVISION LINE
POWER LINE
POWER/COMMUNICATIONS LINE
POWER/TELEPHONE LINE
POWER/TELE/COMM LINE
ROOF DRAIN LINE
SECONDARY WATER LINE
SANITARY SEWER LINE
STEAM LINE
STORM DRAIN LINE
TELEPHONE LINE
TELEPHONE/COMM LINE
UNDERDRAIN
UNDERGROUND COMMUNICATIONS
UNDERGROUND POWER LINE
UNDERGROUND TELEPHONE LINE
UNDERGROUND TELEVISION
WATER LINE
CONTOUR LINE
CURB & GUTTER (STD)
CURB & GUTTER (OUTFALL)
CONCRETE PAVEMENT
STD. DUTY ASPHALT
HEAVY DUTY ASPHALT
SECTION CORNER (FOUND)
SECTION CORNER (NOT FOUND)
STREET MONUMENT
BRASS CAP MONUMENT
POWER POLE
UTILITY POLE
GUY ANCHOR
POWER TRANSFORMER
TRAFFIC SIGNAL CABINET
LIGHT POLE
TELEPHONE RISER
TELEPHONE MANHOLE
TRAFFIC SIGNAL BOX
WATER MANHOLE
WATER VALVE
WATER METER
FIRE HYDRANT
SANITARY SEWER MANHOLE
SANITARY SEWER CLEANOUT
STORM DRAIN MANHOLE
STORM DRAIN CURB INLET
STORM DRAIN CATCH BASIN
STORM DRAIN CLEANOUT
STORM DRAIN COMBO BOX
MAILBOX
SIGN
FLOW DIRECTION
SPOT ELEVATION
CONIFEROUS TREE
DECIDUOUS TREE
EXISTINGNEW EXISTINGNEW
ATMS
X X
atms
LEGEND
TV tv
C c
FO fo
F f
G g
IRR irr
OHP ohp
P p
P/C p/c
P/T p/t
P/T/C p/t/c
RD rd
SW sw
S s
ST st
SD sd
T t
T/C t/c
UGP ugp
W w
GUY GUY
TRANS TRANS
TR TR
T T
W W
WM WM
S S
SSCO SSCO
SD SD
SD SD
MB MB
4572
44.00
EX TOC
44.00
TOC
OHC ohc
OHT oht
OHTV ohtv
UGC ugc
UGTV ugtv
UGT ugt
72
UD ud
ABBREVIATIONS
AC ACRE
ADA AMERICANS WITH DISABILITIES ACT
ATMS ADVANCED TRAFFIC MGMT. SYSTEM
B&C BAR & CAP
BC BUILDING CORNER
BLUE BLUE STAKED ELECTRIC
BLUFO BLUE STAKED FIBER OPTIC
BLUG BLUE STAKED NATURAL GAS
BLUIRR BLUE STAKED IRRIGATION
BLUSD BLUE STAKED STORM DRAIN
BLUSS BLUE STAKED SANITARY SEWER
BLUT BLUE STAKED TELEPHONE
BLUW BLUE STAKED WATER
BM BENCHMARK
BOB BOTTOM OF BOX
BOL BOLLARD
BOV BLOW-OFF VALVE
BOW BACK OF WALK
BW BOTTOM OF WALL
℄CENTERLINE
CATV CABLE TELEVISION
CBR CONCRETE BARRIER
CC CURB CUT
COL COLUMN
COMM COMMUNICATIONS
CONC CONCRETE
CONST CONSTRUCTION
CMP CORRUGATED METAL PIPE
CP CONTROL POINT
CTREE CONIFEROUS TREE
CUFT CUBIC FOOT
CUYD CUBIC YARD
DEL DELINEATOR
DIA or Ø DIAMETER
DIP DUCTILE IRON PIPE
DTREE DECIDUOUS TREE
DYL DOUBLE YELLOW LINE
E EAST
EB ELECTRIC BOX
EGL ENERGY GRADE LINE
ELEV ELEVATION
EM ELECTRIC METER
EMH ELECTRIC MANHOLE
EOA EDGE OF ASPHALT
EOC EDGE OF CONCRETE
EOG EDGE OF GRAVEL
EOL EDGE OF LAWN
EX or EXIST EXISTING
F FIRE
FC FOUNDATION CORNER
FD FOUND
FDC FIRE DEPT. CONNECTION
FDMN FOUND MONUMENT
FDSC FOUND SECTION CORNER
FFE FINISHED FLOOR ELEVATION
FG FINISHED GRADE
FH FIRE HYDRANT
FL FLOW LINE
FNC FENCE
FNCCL CHAIN LINK FENCE
FNCIRN IRON FENCE
FNCVYL VINYL FENCE
FNCWD WOOD FENCE
FNCWR WIRE FENCE
FO FIBER OPTIC
FOW FRONT OF WALK
FT FEET
G NATURAL GAS
GAR GARAGE
GB GRADE BREAK
GL GROUND LIGHT
GM GAS METER
GMH GAS MANHOLE
GUY GUY WIRE
GV GAS VALVE
HDPE HIGH DENSITY POLYETHYLENE
HG HEADGATE
HGL HYDRAULIC GRADE LINE
HP HIGH POINT
HW HEADWALL or HIGH WATER
HWY HIGHWAY
ICO IRRIGATION CLEANOUT
ICV IRRIGATION CONTROL VALVE
IE INVERT ELEVATION
IRR IRRIGATION
LF LINEAR FEET
LIP LIP OF GUTTER
LP LOW POINT or LIGHT POLE
MAX MAXIMUM
MIN MINIMUM
MON MONUMENT
MP METAL PIPE
MW MONITORING WELL
N NORTH
NG NATURAL GROUND
NGRET NG AT RETAINING WALL
NR NAIL & RIBBON
NW NAIL & WASHER
NTS NOT TO SCALE
OG ORIGINAL GROUND
OH OVERHANG
OHC OVERHEAD COMMUNICATIONS
OHP OVERHEAD POWER
OHT OVERHEAD TELEPHONE
OHTV OVERHEAD TELEVISION
⅊PROPERTY LINE
PB POWER BOX
PC POINT OF CURVATURE
PCC POINT OF COMPOUND CURVE
PI POINT OF INTERSECTION
PM PARKING METER
PP POWER POLE
PRC POINT OF REVERSE CURVE
PRK PARKING STRIPE
POC POINT OF CONNECTION
PT POINT OF TANGENCY
PWR POWER
PVC POLYVINYL CHLORIDE PIPE
R RANGE
RCP REINFORCED CONCRETE PIPE
RD ROOF DRAIN
REV REVISION
ROW RIGHT-OF-WAY
RR RAILROAD
S SOUTH
SAD SEE ARCHITECTURAL DRAWINGS
SD STORM DRAIN
SDCB STORM DRAIN CATCH BASIN
SDCO STORM DRAIN CLEOUNOUT BOX
SDMH STORM DRAIN MANHOLE
SEC SECTION
SPECS SPECIFICATIONS
SLB&M SALT LAKE BASE & MERIDIAN
SQ SQUARE
SQFT SQUARE FEET
SQYD SQUARE YARD
SS SANITARY SEWER
SSCO SANITARY SEWER CLEANOUT
SSMH SANITARY SEWER MANHOLE
ST STEAM
STA STATION
STD STANDARD
STM STORM
SYL SOLID YELLOW LINE
SWL SOLID WHITE LINE
T TOWNSHIP
TBC TOP BACK OF CURB
TELE TELEPHONE
TFC TOP FACE OF CURB
TL TREE LINE
TMH TELEPHONE MANHOLE
TOA TOP OF ASPHALT
TOC TOP OF CONCRETE
TOE TOE OF SLOPE
TOP TOP OF SLOPE or TOP OF PIPE
TOW TOP OF WALK
TR TELEPHONE RISER
TV TELEVISION
TW TOP OF WALL
TRANS TRANSFORMER
TSP TRAFFIC SIGNAL POLE
TSB TRAFFIC SIGNAL BOX
UD UNDERDRAIN
UGC UNDERGROUND COMMUNICATIONS
UGP UNDERGROUND POWER
UGT UNDERGROUND TELEPHONE
UGTV UNDERGROUND TELEVISION
U.N.O.UNLESS NOTED OTHERWISE
UP UTILITY POLE
VCP VITRIFIED CLAY PIPE
VP VERTICAL PIPE
W WEST or WATER
WM WATER METER
WMH WATER MANHOLE
WS WATER SURFACE
WTR WATER
WV WATER VALVE
WW WATERWAY
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X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
CO
CO
EX TOP OF 12"
PIPE TO REMAIN
EX TOP OF 18"
SD CMP PIPE
TO REMAIN
EX 24" SD PLASTIC
PIPE TO REMAIN
EX CB TO REMAIN
GRATE=4883.00
INV=4878.31
EX CB TO REMAIN
GRATE=4880.92
INV=4878.42
EX SDMH TO REMAIN
RIM=4882.26
E INV=4878.60
N INV=4878.47
S INV=4878.42
EX 36" SD PLASTIC
PIPE TO REMAIN
EX INV:4876.96
EX SDMH TO REMAIN
RIM=4873.74
E INV=4869.99
W INV=4869.91
EX INV:4875.25
EX 24" SD CMP
PIPE TO REMAIN
EX SHOULDER TO
REMAIN
EX CURB & GUTTER
TO REMAIN
48
9
0
48
8
8
489
2
489
4
490
0
48
9
4
489
6
489
8
48
8
0
4880
4880
4876
4
8
7
8
4878
4878
48
8
2
48
8
4
48
8
6
EX
G
R
A
V
E
L
D
R
I
V
E
W
A
Y
EX
G
R
A
V
E
L
D
R
I
V
E
W
A
Y
S89° 40' 10"E
165.11'
S89° 39' 20"E
86.98'
N80° 43' 00"E
316.81'
N0
0
°
1
6
'
3
0
"
W
24
2
.
0
7
'
S89° 43' 30"W
330.00'
N0
0
°
1
6
'
5
0
"
W
18
5
.
7
0
'
N89° 39' 50"W
2649.26'
87.48
EXIST
87.72
EXIST
2
.
3
%
4.2%
3.
1
%
1.
6
%
83.92
EXIST
83.92
EXIST
83.53
EXIST
83.10
EXIST
82.84
EXIST
82.23
EXIST
81.52
EXIST
78.94
EXIST
80.09
EXIST
2.0%
2.4%
2.7%
2.5%
3.0%
83.81
TBC
83.56
TBC
83.31
TBC
82.59
TBC
81.93
TBC
81.34
TBC
78.90
TBC
77.98
EXIST
2.
7
%
0.
6
%
1.
5
%
1.9%
3.7%1.5%
1.3%1.6%
4.8%1.7%
4.
6
%
4.
6
%
1.
5
%
1.
5
%
3.6%
2.
0
%
2.0%
2.0%
1.9%
1.
9
%
4.8%
3.5
%
4.2%
4.8%
4.0
%
3.9
%
0.5%
1.
8
%
1.8%
1.8%
1.8%
3.3%
3.5%
2.
7
%
2.8%
2
.
2
%
1.
8
%
1.6%
2
.
9
%
1.5%
1.5%
6.4%
4.6%
2.9%
0.
5
%
1.
0
%
2.
2
%
1.
7
%
84.00
EXIST
86.00
EXIST
88.00
EXIST 90.00
EXIST
92.29
EXIST
94.21
EXIST
84.28
EXIST
86.00
EXIST
88.20
EXIST
86.00
EXIST
84.00
EXIST
82.65
TOA
82.29
TOA
3.7%1.1%1.
9
%
1.6%
4.5%
82.46
TBC
82.40
TBC
82.34
TOC
82.46
TOC
82.03
TOC
83.91
TOC
83.66
TOC
83.41
TOC
81.90
TOC
78.50
TOC
78.04
TOC
78.00
EXIST
83.10
TBC
91.00
TBC
90.75
TBC
90.50
TBC
91.58
TBC
92.65
TBC
92.75
TBC
92.85
TBC
93.00
TBC
94.00
TBC
93.70
TBC
93.70
TBC
93.74
TBC
93.25
TOC
93.41
TOC
93.71
TOC
93.55
TOC
94.05
TBC 94.10
TBC
94.20
TBC
94.50
TBC
2
.
2
%
92.50
TBC
92.20
TBC 92.60
TBC
92.60
TBC
85.76
TOC
90.18
TOC
90.45
TBC
90.60
TBC
90.50
TBC
90.48
TBC
90.34
TBC
90.15
TBC
89.75
TBC
88.85
TBC
88.25
TBC
88.75
TBC
88.75
TBC
88.25
TBC
92.10
TBC
92.70
TBC
93.10
TBC
93.90
TOC
93.00
TOC
95.10
TOC
95.42
TOC
95.50
TOC
95.00
FG
93.15
TBC
92.99
TBC
92.75
TBC
92.55
TBC
92.35
TBC
91.75
TBC
91.49
TBC
90.70
TBC
92.83
TBC
92.34
TBC
92.08
TBC
91.30
TBC
93.70
TBC
93.75
TBC
94.10
TOC
94.10
TOC
93.66
TBC
93.58
TBC
93.55
TBC
93.65
TBC
94.22
TOC
95.50
TOC
95.42
TOC
95.50
TOC
95.42
TOC
95.50
TOC
95.42
TOC
95.00
FG
95.00
FG
95.00
FG
95.50
TOC
95.42
TOC
97.75
TOC
98.00
TOC
95.70
TBC
94.65
TOC
95.20
TOC
95.40
TOC
94.90
TOC
95.08
TBC
94.78
TBC
95.26
TOC
93.82
TOA
94.45
TOA
94.90
TOC
95.40
TOC
94.45
TOA
94.78
TBC
95.28
TOC
95.15
TOC
95.05
TOC
94.60
TOC
94.93
TBC
94.10
TOA
[ 86 ]
[ 8
4
]
[ 8
3
]
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
NEW SD CATCH BASIN
GRATE: 4893.25'
IE: 4889.75'
NEW SD CURB INLET BOX
GRATE: 4890.00'
IE: 4887.00'
NEW 72 LF 18" HDPE
@ 2.55% SLOPE
NEW SD CO BOX
GRATE: 4890.00'
IE: 4884.48'
NEW 46 LF 12" HDPE
@ 5.82% SLOPE
NEW SD CURB INLET BOX
GRATE: 4891.84'
IE: 4888.34'
NEW 118 LF 12" HDPE
@ 3.27% SLOPE
NEW SD CURB INLET BOX
GRATE: 4887.75'
IE: 4884.30'
NEW 28 LF 12" HDPE
@ 0.35% SLOPE
NEW SD CURB INLET BOX
GRATE: 4887.75'
IE: 4884.40'
NEW 223 LF 12" HDPE
@ 1.16% SLOPE
NEW SD CURB INLET BOX
GRATE: 4881.84'
IE: 4878.84'
NEW SD CO BOX
SOLID LID: 4888.33'
18" (N): 4882.50'
ISOLATER (S): 4880.50'
MANIFOLD (E): 4881.50'
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
12" AREA DRAIN
GRATE: 4893.75'
I.E.: 4890.75'
23 L.F. NEW 8" HDPE
@ 16.00%
169 L.F. NEW 8" HDPE
@ 0.50%
12" AREA DRAIN
GRATE: 4894.00'
I.E.: 4889.90'
92 L.F. NEW 8" HDPE
@ 0.50%
12" AREA DRAIN
GRATE: 4893.00'
I.E.: 4889.44'
0.6%
4.7%
95.42
TOC
1.
7
%
94.80
TOA
0.8%1.1%
1.7
%2.2
%
2.
2
%
2.9%
4.
1
%
SECTION LINE
SECTION LINE
NEW RIGHT-OF-WAY
LINE20.00'
20.00'
20.00'
SECTION LINE
NEW RIGHT-OF-WAY
LINE
NEW 47 LF 18" HDPE
@ 0.35% SLOPE
NEW 26 LF 18" HDPE
@ 6.90% SLOPE
NEW 175 LF 18"
PERFORATED HDPE
@ 0.50% SLOPE
77.84
EXIST
77.45
EXIST 1.8%
77.87
EXIST
2.5%
2.7%
3.
0
%
1.8
%
SD
NEW SD CURB DOUBLE INLET BOX
GRATE: 4877.00'
IE: 4873.50'
78.32
TBC
77.50
TBC
REPLACE EXISTING
TYPE 8 INLET WITH
NEW SD CO BOX
SOLID LID: 4877.55'
EX IE (W): MATCH EX / APPROX 4872.80'
EX IE (E): MATCH EX / APPROX 4872.50'
NEW IE (N): MATCH EX IE (W) / 4872.80'
84.20
EXIST
83.60
EXIST
83.30
EXIST
82.90
EXIST
82.30
EXIST
81.30
EXIST
80.50
EXIST
79.60
EXIST
79.20
EXIST
77.80
EXIST
NEW 12 LF 18" RCP
@ 5.83% SLOPE
1.
9
%
ROAD TO BE WIDENED
AS SHOWN
ROAD TO BE WIDENED
AS SHOWN
81.73
TOC
81.39
TOC
79.95
TOC
NEW ADA RAMP PER
CITY CITY STANDARDS
78.00
TBC
77.85
TBC
79.36
EXIST
79.71
EXIST
EX ASPHALT TRAIL
TO BE REPLACED
WITH NEW CONCRETE TRAIL
EX ASPHALT TRAIL
TO BE REPLACED
WITH NEW CONCRETE TRAIL
79.71
TOC
79.36
TOC 80.32
EXIST
80.32
TOC
81.83
EXIST
81.83
TOC
83.07
EXIST
83.07
TOC
84.34
EXIST
84.34
TOC
85.47
EXIST
85.47
TOC
86.57
EXIST
86.57
TOC
88.62
EXIST
88.62
TOC
91.48
EXIST
91.48
TOC
S
S
S
S
167.50'
TP B4
EX SURFACE: 4897.75'
BEDROCK: 4894.25'
TP B1
EX SURFACE: 4891.00'
BEDROCK: 4886.50'
TP 2
EX SURFACE: 4889.50'
BEDROCK: 4885.50'
TP 4
EX SURFACE: 4892.50'
BEDROCK: 4887.75'
TP 5
EX SURFACE: 4894.00'
BEDROCK: 4889.75'
TP 1
EX SURFACE: 4887.00'
BEDROCK: 4882.25'
TP 3
EX SURFACE: 4889.00'
BEDROCK: 4887.00'
TP 7
EX SURFACE: 4893.00'
BEDROCK: 4888.25'
TP 6
EX SURFACE: 4886.00'
BEDROCK: 4881.75'
5 STEPS
92.90
TOC
90.65
TOC
93.10
TOC
93.10
TOC
93.10
TOC
NEW SD CURB INLET BOX
GRATE: 4891.84'
IE: 4888.84'
NEW 72 LF 18" HDPE
@ 1.26% SLOPE
3.9
%
4.5%
NEW SD CATCH BASIN
GRATE: 4887.75'
IE (E): 4884.75'
IE (S): 4885.75'
SD
SD
SD
TP 9
EX SURFACE: 4899.50'
BEDROCK: 4896.50'
SD
SD
SDNEW 76 LF 12" HDPE
@ 0.35% SLOPE
92.34
TBC
SD
SD
SD SD SD SD SD SD SD
NEW 12 LF 12" HDPE
@ 0.75% SLOPE
I.E. = 4878.75'
81.25
FG
78.75
FG
81.25
FG
79.75
FG
I.E. = 4879.75'
NEW 12 LF 12" HDPE
@ 0.75% SLOPE
POND BERM /
HIGHWATER = 4881.25'
POND 100 YR
OVERFLOW
I.E. = 4879.75'
96.95
TOC
96.85
TOC
96.50
TOC
95.70
TOC
96.60
TOC
4.8%
4.8%
5.
0
%
RD
4 STEPS
90.75
TOC
88.00
TOC
2.
7
%
GENERAL NOTES:
SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE
RECOMMENDATIONS SET FORTH IN THE SOILS REPORT (IF AVAILABLE). THE CONTRACTOR SHALL BE
RESPONSIBLE FOR REMOVING AND REPLACING ALL SOFT, YIELDING OR UNSUITABLE MATERIALS AND
REPLACING WITH SUITABLE MATERIALS AS SPECIFIED IN THE SOILS REPORT. ALL EXCAVATED OR FILLED
AREAS SHALL BE COMPACTED TO 95% OF MODIFIED PROCTOR MAXIMUM DENSITY PER ASTM TEST D-1557
EXCEPT UNDER BUILDING FOUNDATION WHERE IT SHALL BE 98% MIN. OF MAXIMUM DENSITY. MOISTURE
CONTENT AT TIME OF PLACEMENT SHALL NOT EXCEED 2% ABOVE NOR 3% BELOW OPTIMUM. CONTRACTOR
SHALL SUBMIT A COMPACTION REPORT PREPARED BY A QUALIFIED REGISTERED SOILS ENGINEER,
VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS
TO BE PAVED, HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS & SPECS AND THE
RECOMMENDATIONS SET FORTH IN THE SOILS REPORT.
THE CONTRACTOR IS TO USE BEST MANAGEMENT PRACTICES FOR PROVIDING EROSION CONTROL FOR
CONSTRUCTION OF THIS PROJECT. SPECIFIC DETAILS SHOWN ON SHEET C2.10 SHALL BE USED IN
COMBINATION WITH OTHER ACCEPTED LOCAL PRACTICES.
EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS
BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF PLANS. LOCATIONS
MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO ACCURACY OR
COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE RESPONSIBILITY OF THE CONTRACTOR TO
DETERMINE THE EXISTENCE AND LOCATION OF THOSE UTILITIES SHOWN ON THESE PLANS OR INDICATED
IN THE FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF CONTRACTOR'S
FAILURE TO VERIFY LOCATIONS OF EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION IN THEIR
VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT.
ALL ELEVATIONS SHOWN AT TOP AND BOTTOM OF WALL(S), IF ANY, ARE ELEVATIONS AT FINISH GRADE,
UNLESS OTHERWISE NOTED.
TEST PIT SURFACE AND BEDROCK ELEVATION INFORMATION ADDED TO THE PLANS BASED ON THE
GEOTECHNICAL REPORT FROM ASPEN ENGINEERING, AND PROPOSED ELEVATIONS HAVE BEEN DESIGNED
USING THAT ELEVATION INFORMATION. ACTUAL BEDROCK ELEVATION INFORMATION SHOULD BE FIELD
VERIFIED TO ENSURE ACCURACY.
KEYED NOTES:
PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR
REFERENCED AND THE DETAILS NOTED AND AS SHOWN ON THE CONSTRUCTION DRAWINGS:
GRADE SITE TO ELEVATIONS AND CONTOURS SHOWN ON PLAN.
STORM DRAIN CURB INLET WITH HEAVY DUTY BICYCLE SAFE GRATE, PER STANDARD CHURCH
DETAIL, SEE DETAIL 'M', SHEET C521.
12" SQUARE SECURABLE NYLOPLAST YARD DRAIN, PER STANDARD CHURCH DETAIL, SEE DETAIL 'L",
SHEET C521.
STORM DRAIN PIPE. SEE PLAN FOR LENGTH, SIZE, TYPE AND SLOPE. SEE ISPWC DRAWING SD-301,
FOR TRENCHING DETAIL.
ROOF DRAIN DOWNSPOUT LOCATION. DOWNSPOUT TO BE PER STANDARD CHURCH DETAIL.
TAPER LAST 3' OF CURB TO MATCH SIDEWALK HEIGHT, PER STANDARD CHURCH DETAIL.
STORMTECH MC-7200 CHAMBERS OR EQUIVALENT SYSTEM APPROVED PRIOR TO BIDDING. SYSTEM
AS SHOWN ON PLANS ALL PROVIDED BY THE CONTRACTOR. STORMTECH CHAMBER HAS RETENTION
OF 35,950 C.F. REQUIRED RETENTION = 35,016 C.F. SEE DETAIL ON SHEET C571. SHOP DRAWINGS
PROVIDED BY MANUFACTURER PRIOR TO BIDDING AND CONSTRUCTION.
LANDING AREAS TO HAVE 2% MAXIMUM SLOPE AWAY FROM BUILDING
ADA PARKING STALL, TOA (TOP OF ASPHALT) SPOT GRADES ARE TO BE STAKED TO ENSURE SLOPE
WITHIN ADA PARKING STALL REMAINS UNDER 2.0% MAX. SLOPE.
STORM DRAIN CLEANOUT BOX WITH HEAVY DUTY PEDESTRIAN SAFE LID.
6" HDPE PIPE FROM ROOF DRAIN.
STORM DRAIN CATCH BASIN WITH HEAVY DUTY BICYCLE SAFE GRATE.
1
3
5
6
SCALE: 1" =
NORTH
20'
0 10'20'40'60'
4
8
9
10
11
2
7
COMMON GRADING ABBREVIATIONS:
SEE SHEET C0.01 FOR ADDITIONAL ABBREVIATIONS
-BFE BASEMENT FLOOR ELEVATION
-BW FINISH GRADE AT BOTTOM OF WALL
-EX or EXIST EXISTING
-EOA EDGE OF ASPHALT
-EOC EDGE OF CONCRETE
-FFE FINISH FLOOR ELEVATION
-FG FINISH GRADE
-FL FLOW LINE
-GB GRADE BREAK
-HP HIGH POINT
-LP LOW POINT
-NG NATURAL GROUND
-SDCB STORM DRAIN CATCH BASIN
-SDCO STORM DRAIN CLEANOUT BOX
-SDDB STORM DRAIN DRAIN BASIN
-SDMH STORM DRAIN MANHOLE
-TBC TOP BACK OF CURB
-TOA TOP OF ASPHALT
-TOC TOP OF CONCRETE
-TOG TOP OF GRATE
-TOW TOP OF WALL
-TW FINISH GRADE AT TOP OF WALL
-WW WATERWAY
Pr
i
n
t
e
d
:
31
M
a
r
2
0
2
3
2:
5
6
P
M
Dr
a
w
i
n
g
I
s
s
u
e
a
n
d
R
e
v
i
s
i
o
n
S
c
h
e
d
u
l
e
#
Da
t
e
De
s
c
r
i
p
t
i
o
n
1
1
M
a
r
2
0
2
3
Si
t
e
P
l
a
n
S
u
b
m
i
t
t
a
l
Re
x
b
u
r
g
I
D
C
u
s
t
o
m
1
0
W
a
r
d
Me
e
t
i
n
g
h
o
u
s
e
Ma
r
r
i
e
d
S
t
u
d
e
n
t
S
e
c
o
n
d
S
t
a
k
e
5t
h
W
e
s
t
a
n
d
U
n
i
v
e
r
s
i
t
y
B
o
u
l
e
v
a
r
d
,
R
e
x
b
u
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g
,
I
d
a
h
o
43
.
8
0
3
3
0
3
,
-
1
1
1
.
7
9
6
6
1
2
Co
u
n
t
y
P
a
r
c
e
l
:
RP
R
6
N
4
0
E
3
1
5
4
0
0
Ch
u
r
c
h
P
r
o
p
e
r
t
y
:
50
1
-
3
5
6
0
Is
s
u
e
D
a
t
e
:
11
A
p
r
2
0
2
3
BH
D
P
r
o
j
e
c
t
:
21
0
9
Preliminary -
Not for
Construction
-
Pl
a
n
r
e
-
s
u
b
m
i
t
t
a
l
2
10
9
9
9
8
8
8
8
8
7
7
6
4
4
4
4
4
4
4
4
2
4
3
3
3
12
2
2
2
2
4
12
10
Grading and
Drainage Plan
C121
4
4
4
4
4
5
11
511
11
5
5
11
11
5
11
5
11
5
5
5
11
11
.
.
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
X
X
X
X
X
X
X
X
X
XXX
COCO
CO CO
EX TOP OF 18"
SD CMP PIPE
TO REMAIN
EX 24" SD PLASTIC
PIPE TO REMAIN
EX CB TO REMAIN
GRATE=4883.00
INV=4878.31
EX SDMH TO REMAIN
RIM=4900.31
S INV=4896.13
E INV=4895.97
W INV=4895.87
EX CB TO REMAIN
GRATE=4900.59
INV=4897.32
EX SHOULDER TO
REMAIN
EX CURB & GUTTER
TO REMAIN
4
9
0
0
489
2
489
4
4
8
9
6
4
8
9
8
4
9
0
2
4
9
0
4
48
9
4
489
6
EX
G
R
A
V
E
L
D
R
I
V
E
W
A
Y
EX
G
R
A
V
E
L
D
R
I
V
E
W
A
Y
EX 10' ASPHALT PATHWAY
TO BE REPLACED
N80° 43' 00"E
316.81'
L=332.08,
R=1141.52
CB=S15°
32'
02"W
C=330.915
∆=016°40'05"
L =1 8 6 .0 6 ,R =1 3 3 5 .0 0
C B =N 8 4 °4 3 '0 2 "E
C =1 8 5 .9 1
∆=0 0 7 °5 9 '0 7 "
S0
0
°
1
6
'
3
0
"
E
30
4
.
5
0
'
87.48
EXIST
87.72
EXIST
96.25
EXIST
96.73
EXIST
2
.
3
%
4.2%3.6%
1
.
2
%
3.
1
%
1.
0
%
1.
6
%
1.
6
%
99.11
EXIST
96.34
EXIST
2.
7
%
0.
6
%
1.
5
%
1.9%
3.6%
2.
3
%
4.
1
%
3.7%1.5%
1.3%1.6%
4.8%1.7%
4.
6
%
4.
6
%
1.
5
%
1.
5
%
0.
7
%
3.6%4.0%
1.6%3.0%
1.9%2.3%
2.
0
%
2.
0
%
2.0%
2.0%
1.9%
1.
9
%
1.
9
%
1.8%
2.0%
2.0%
2.
9
%
4.
5
%
4.8%
4.8%
1.8%
1.8%
1.8%
3.3%
2.8%
2
.
2
%
2.7%2.
3
%
3.1
%
1.
8
%
1.6%
1.
5
%
2
.
9
%
3.0
%
3.4
%
3.5
%
3.6
%
3.5%
3.8%
3.7%
3.3%
3.9%
3.8%
1.4%
2.
8
%
3
.
2
%
7.
9
%
1.5%
6.4%
5.4%
7.6%
9.1%
14.5%
10.9%
11.7%
8.4%
10.0
%
2
1
.
9
%
15.4
%
3
0
.
6
%
4.6%
94.21
EXIST
1.06
EXIST
2.00
EXIST
3.79
EXIST
2.72
EXIST
2.00
EXIST
0.50
EXIST
2.00
EXIST
4.00
EXIST
4.5%
3.
1
%
94.00
TBC
93.70
TBC
93.70
TBC
93.74
TBC
93.25
TOC
93.41
TOC
93.71
TOC
93.55
TOC
94.05
TBC 94.10
TBC
94.20
TBC
94.50
TBC
2
.
2
%
92.50
TBC
92.20
TBC 92.60
TBC
92.60
TBC
92.10
TBC
92.70
TBC
93.10
TBC
93.90
TOC
93.00
TOC
95.10
TOC
95.35
TOC
97.27
TOC
95.42
TOC
95.50
TOC
95.50
TOC
95.42
TOC
95.00
FG
95.00
FG95.00
FG
93.15
TBC
92.99
TBC
92.75
TBC
92.55
TBC
92.35
TBC
91.75
TBC
91.49
TBC
90.70
TBC
92.83
TBC
92.34
TBC
92.08
TBC
91.30
TBC
93.70
TBC
93.75
TBC
94.10
TOC
94.10
TOC
93.66
TBC
93.58
TBC
93.55
TBC
93.65
TBC
94.22
TOC
95.50
TOC
95.42
TOC
95.50
TOC
95.42
TOC
95.50
TOC
95.42
TOC
95.00
FG
95.00
FG
95.00
FG
95.00
FG
95.00
FG
95.00
FG
95.50
TOC
95.42
TOC
95.50
TOC
95.50
TOC
95.42
TOC
95.50
TOC
95.42
TOC
97.75
TOC
98.00
TOC
97.75
TOC
95.70
TBC
95.75
TBC
0.29
TBC
94.65
TOC
95.20
TOC
95.40
TOC
94.90
TOC
95.08
TBC
94.78
TBC
95.26
TOC
93.82
TOA
94.45
TOA
94.90
TOC
95.40
TOC
94.45
TOA
94.78
TBC
95.28
TOC
95.15
TOC
95.05
TOC
94.60
TOC
94.65
TOC
95.35
TOC
97.05
TOC
94.93
TBC 95.03
TBC
94.53
TOC
94.10
TOA
94.25
TOA
97.05
TOC
97.05
TOC
96.35
TBC
96.35
TBC
96.70
TBC
96.82
TBC
96.94
TBC
96.94
TBC
94.95
TOC
94.83
TBC
98.15
TBC
97.36
TBC
97.14
TBC
96.39
TBC
96.18
TBC
96.00
TBC
96.51
TBC
96.71
TBC
97.30
TBC
97.60
TBC
97.02
TBC
96.83
TBC
96.34
TBC
96.51
TBC
96.73
TBC
97.48
TBC
97.69
TBC
98.50
TBC
0.04
TBC
0.04
TBC
0.39
TBC
98.54
TBC
0.25
TBC
99.65
TBC
99.65
TBC
99.90
TBC
98.35
TBC
98.05
TBC
97.85
TBC
97.24
TBC
99.00
TOC
96.65
TOC
96.90
TBC
97.15
TOC
95.03
TOC
95.15
TOC
95.65
TOC 95.53
TOC
94.80
TOA
[
4
]
[
2
]
[
9
9
]
[
9
8
]
[ 9
9
]
[ 9
7
]
[
9
7
]
NEW SD CURB INLET BOX
GRATE: 4896.34'
IE: 4892.84'
SD SD
NEW SD CATCH BASIN
GRATE: 4893.90'
IE: 4890.40'
NEW 53 LF 12" HDPE
@ 4.60% SLOPESD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
NEW SD CURB INLET BOX
GRATE: 4897.19'
IE: 4893.69'
NEW 99 LF 12" HDPE
@ 0.86% SLOPE
NEW 141 LF 12" HDPE
@ 0.35% SLOPE
NEW SD CATCH BASIN
GRATE: 4893.25'
IE: 4889.75'
NEW 176 LF 12" HDPE
@ 2.93% SLOPE
NEW 72 LF 18" HDPE
@ 2.55% SLOPE
NEW SD CO BOX
GRATE: 4890.00'
IE: 4884.48'
NEW SD CURB INLET BOX
GRATE: 4891.84'
IE: 4888.34'
NEW 118 LF 12" HDPE
@ 3.27% SLOPE
12" AREA DRAIN
GRATE: 4894.50'
I.E.: 4890.21'
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
12" AREA DRAIN
GRATE: 4894.50'
I.E.: 4890.68'
94 L.F. NEW 8" HDPE
@ 0.50%
80 L.F. NEW 8" HDPE
@ 0.50%
12" AREA DRAIN
GRATE: 4894.50'
I.E.: 4891.08'
83 L.F. NEW 8" HDPE
@ 0.50%
12" AREA DRAIN
GRATE: 4894.50'
I.E.: 4891.50'
12" AREA DRAIN
GRATE: 4893.75'
I.E.: 4890.75'
23 L.F. NEW 8" HDPE
@ 16.00%
169 L.F. NEW 8" HDPE
@ 0.50%
12" AREA DRAIN
GRATE: 4894.00'
I.E.: 4889.90'
92 L.F. NEW 8" HDPE
@ 0.50%
12" AREA DRAIN
GRATE: 4893.00'
I.E.: 4889.44'
96.40
TOA
0.6%
4.7%
95.42
TOC
95.00
TOC
95.45
TOC
94.50
TOA
2.
5
%
0.
9
%
94.88
TOC
95.33
TBC
1.9%
1.
9
%
1.
1
%
2.
0
%
2.0
%
2.0%
2.0%
93.70
TBC
1.
4
%
1.
6
%
1.
7
%
3.2
%
3.8%
1.
5
%
95.42
TOC
3.6%
95.15
TOC
3
0
.
8
%
1
.
8
%
1.
7
%
1.
6
%
95.05
TOA
94.80
TOA
2.3%0.8%1.1%
1.7
%2.2
%
2.
2
%
2.9%
NEW 47 LF 18" HDPE
@ 0.35% SLOPE
EX ASPHALT TRAIL
TO BE REPLACED
WITH NEW CONCRETE TRAIL
EX ASPHALT TRAIL
TO BE REPLACED
WITH NEW CONCRETE TRAIL
85.47
EXIST
85.47
TOC
86.57
EXIST
86.57
TOC
88.62
EXIST
88.62
TOC
91.48
EXIST
91.48
TOC
93.54
EXIST
93.54
TOC
95.15
EXIST
95.15
TOC
97.17
EXIST
97.17
TOC
99.21
EXIST
99.21
TOC 5.04
TOC
S
S
CURB AND GUTTER
TO BE REPLACED
@ NEW DRIVE APPROACH
6.33
EXIST
6.33
TOC
END OF NEW
CONCRETE
TRAIL
23.26'
TP 14
EX SURFACE: 4901.50'
BEDROCK: 4897.50'
TP 15
EX SURFACE: 4898.00'
BEDROCK: 4894.50'
TP B2
EX SURFACE: 4894.00'
BEDROCK: 4888.85'
TP 13
EX SURFACE: 4897.50'
BEDROCK: 4891.00'
TP 12
EX SURFACE: 4901.50'
BEDROCK: 4895.35'
TP B5
EX SURFACE: 4900.50'
BEDROCK: 4896.00'
TP B3
EX SURFACE: 4895.50'
BEDROCK: 4891.00'
TP B4
EX SURFACE: 4897.75'
BEDROCK: 4894.25'
TP B1
EX SURFACE: 4891.00'
BEDROCK: 4886.50'
TP 2
EX SURFACE: 4889.50'
BEDROCK: 4885.50'
TP 4
EX SURFACE: 4892.50'
BEDROCK: 4887.75'
TP 5
EX SURFACE: 4894.00'
BEDROCK: 4889.75'
EX SURFACE: 4887.00'
BEDROCK: 4882.25'
EX SURFACE: 4889.00'
BEDROCK: 4887.00'
3.6%
5.4%
96.85
TBC
97.80
TBC
3.1
%
97.54
TBC
5 STEPS
92.90
TOC
90.65
TOC
NEW SD CURB INLET BOX
NEW 72 LF 18" HDPE
@ 1.26% SLOPE
4.5%
94.00
TOA
NEW SD CATCH BASIN
GRATE: 4887.75'
IE (E): 4884.75'
IE (S): 4885.75'
SD
SD
SD
SD SD SD
SD
20 L.F. NEW 8" HDPE
@ 6.25%
I.E.= 4888.96'
SD
SD
SDNEW 76 LF 12" HDPE
@ 0.35% SLOPE
92.34
TBC
97.65
TOC96.95
TOC
96.85
TOC
96.50
TOC
95.70
TOC
95.80
TOC96.60
TOC
4.8%
4.8%
5.
0
%
4.5%
0
.
9
%
98.50
TBC
NEW SD CATCH BASIN
GRATE: 4896.30'
IE: 4889.90'
NEW SD CURB INLET BOX
GRATE: 4896.65'
IE: 4893.00'
S
D
S
DNEW 57 LF 12" HDPE
@ 5.44% SLOPE
0
.
7
%
RD RD
4 STEPS
90.75
TOC
88.00
TOC
2.
7
%
CB
0.50
EXIST
1.00
EXIST
99.64
EXIST
0.50
FG
0.50
FG
0.50
FG
GENERAL NOTES:
SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE
RECOMMENDATIONS SET FORTH IN THE SOILS REPORT (IF AVAILABLE). THE CONTRACTOR SHALL BE
RESPONSIBLE FOR REMOVING AND REPLACING ALL SOFT, YIELDING OR UNSUITABLE MATERIALS AND
REPLACING WITH SUITABLE MATERIALS AS SPECIFIED IN THE SOILS REPORT. ALL EXCAVATED OR FILLED
AREAS SHALL BE COMPACTED TO 95% OF MODIFIED PROCTOR MAXIMUM DENSITY PER ASTM TEST D-1557
EXCEPT UNDER BUILDING FOUNDATION WHERE IT SHALL BE 98% MIN. OF MAXIMUM DENSITY. MOISTURE
CONTENT AT TIME OF PLACEMENT SHALL NOT EXCEED 2% ABOVE NOR 3% BELOW OPTIMUM. CONTRACTOR
SHALL SUBMIT A COMPACTION REPORT PREPARED BY A QUALIFIED REGISTERED SOILS ENGINEER,
VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS
TO BE PAVED, HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS & SPECS AND THE
RECOMMENDATIONS SET FORTH IN THE SOILS REPORT.
THE CONTRACTOR IS TO USE BEST MANAGEMENT PRACTICES FOR PROVIDING EROSION CONTROL FOR
CONSTRUCTION OF THIS PROJECT. SPECIFIC DETAILS SHOWN ON SHEET C2.10 SHALL BE USED IN
COMBINATION WITH OTHER ACCEPTED LOCAL PRACTICES.
EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS
BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF PLANS. LOCATIONS
MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO ACCURACY OR
COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE RESPONSIBILITY OF THE CONTRACTOR TO
DETERMINE THE EXISTENCE AND LOCATION OF THOSE UTILITIES SHOWN ON THESE PLANS OR INDICATED
IN THE FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF CONTRACTOR'S
FAILURE TO VERIFY LOCATIONS OF EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION IN THEIR
VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT.
ALL ELEVATIONS SHOWN AT TOP AND BOTTOM OF WALL(S), IF ANY, ARE ELEVATIONS AT FINISH GRADE,
UNLESS OTHERWISE NOTED.
TEST PIT SURFACE AND BEDROCK ELEVATION INFORMATION ADDED TO THE PLANS BASED ON THE
GEOTECHNICAL REPORT FROM ASPEN ENGINEERING, AND PROPOSED ELEVATIONS HAVE BEEN DESIGNED
USING THAT ELEVATION INFORMATION. ACTUAL BEDROCK ELEVATION INFORMATION SHOULD BE FIELD
VERIFIED TO ENSURE ACCURACY.
KEYED NOTES:
PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR
REFERENCED AND THE DETAILS NOTED AND AS SHOWN ON THE CONSTRUCTION DRAWINGS:
GRADE SITE TO ELEVATIONS AND CONTOURS SHOWN ON PLAN.
STORM DRAIN CURB INLET WITH HEAVY DUTY BICYCLE SAFE GRATE, PER STANDARD CHURCH
DETAIL, SEE DETAIL 'M', SHEET C521.
12" SQUARE SECURABLE NYLOPLAST YARD DRAIN, PER STANDARD CHURCH DETAIL, SEE DETAIL 'L",
SHEET C521.
STORM DRAIN PIPE. SEE PLAN FOR LENGTH, SIZE, TYPE AND SLOPE. SEE ISPWC DRAWING SD-301,
FOR TRENCHING DETAIL.
ROOF DRAIN DOWNSPOUT LOCATION. DOWNSPOUT TO BE PER STANDARD CHURCH DETAIL.
TAPER LAST 3' OF CURB TO MATCH SIDEWALK HEIGHT, PER STANDARD CHURCH DETAIL.
STORMTECH MC-7200 CHAMBERS OR EQUIVALENT SYSTEM APPROVED PRIOR TO BIDDING. SYSTEM
AS SHOWN ON PLANS ALL PROVIDED BY THE CONTRACTOR. STORMTECH CHAMBER HAS RETENTION
OF 38,892 C.F. REQUIRED RETENTION = 37,896 C.F. SEE DETAIL ON SHEET C571. SHOP DRAWINGS
PROVIDED BY MANUFACTURER PRIOR TO BIDDING AND CONSTRUCTION. TO INCLUDE INSPECTION
PORT.
LANDING AREAS TO HAVE 2% MAXIMUM SLOPE AWAY FROM BUILDING
ADA PARKING STALL, TOA (TOP OF ASPHALT) SPOT GRADES ARE TO BE STAKED TO ENSURE SLOPE
WITHIN ADA PARKING STALL REMAINS UNDER 2.0% MAX. SLOPE.
STORM DRAIN CLEANOUT BOX WITH HEAVY DUTY PEDESTRIAN SAFE LID.
6" HDPE PIPE FROM ROOF DRAIN.
STORM DRAIN CATCH BASIN WITH HEAVY DUTY BICYCLE SAFE GRATE.
1
3
5
6
4
8
9
10
11
2
7
COMMON GRADING ABBREVIATIONS:
SEE SHEET C0.01 FOR ADDITIONAL ABBREVIATIONS
-BFE BASEMENT FLOOR ELEVATION
-BW FINISH GRADE AT BOTTOM OF WALL
-EX or EXIST EXISTING
-EOA EDGE OF ASPHALT
-EOC EDGE OF CONCRETE
-FFE FINISH FLOOR ELEVATION
-FG FINISH GRADE
-FL FLOW LINE
-GB GRADE BREAK
-HP HIGH POINT
-LP LOW POINT
-NG NATURAL GROUND
-SDCB STORM DRAIN CATCH BASIN
-SDCO STORM DRAIN CLEANOUT BOX
-SDDB STORM DRAIN DRAIN BASIN
-SDMH STORM DRAIN MANHOLE
-TBC TOP BACK OF CURB
-TOA TOP OF ASPHALT
-TOC TOP OF CONCRETE
-TOG TOP OF GRATE
-TOW TOP OF WALL
-TW FINISH GRADE AT TOP OF WALL
-WW WATERWAY
Pr
i
n
t
e
d
:
31
M
a
r
2
0
2
3
2:
5
6
P
M
Dr
a
w
i
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g
I
s
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#
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4
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:
50
1
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:
11
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2
0
2
3
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:
21
0
9
Preliminary -
Not for
Construction
-
Pl
a
n
r
e
-
s
u
b
m
i
t
t
a
l
2
8
9
9
9
9
9
9
9
8
8
8
8
8
8
8
6
4
4
4
4
4
4
4
4
4
4
4
3
3
3
3
3
3
3
2
12
12
2
2
12
Grading and
Drainage Plan
C122
SCALE: 1" =
NORTH
20'
0 10'20'40'60'
4
12
4
2
5
11
511
11
5
5
11
11
5
11
5
11
5
5
5
11
11
5
5
5
5
5
5
5
5
5
11
11
11
11
11
11
1111
X
X
X
X
X
X
X
X
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXXXXXXXXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
CO CO
48
9
0
48
8
8
489
2
490
0
48
9
4
489
6
489
8
490
2
4904
4906
490
8
S0
0
°
1
6
'
3
0
"
E
26
1
8
.
1
1
'
N0
0
°
1
6
'
3
0
"
W
24
2
.
0
7
'
S89° 43' 30"W
330.00'
N0
0
°
1
6
'
3
0
"
W
13
2
.
0
0
'
S89° 43' 30"W
330.00'
L=332.08,
R=1141.52
CB=S15°
32'
02"W
C=330.915
∆=016°40'05"
84.71
EXIST
83.92
EXIST
83.92
EXIST
83.53
EXIST
83.10
EXIST
82.84
EXIST
82.23
EXIST
2.0%
2.4%
2.7%
3.0%
83.81
TBC
83.56
TBC
83.31
TBC
82.59
TBC
81.93
TBC
1.
5
%
1.9%
3.6%
2.
3
%
4.
6
%
1.
5
%
1.
5
%
0.
7
%
3.6%4.0%
1.9%
1.
9
%
1.
9
%
1.8%4.0
%
3.9
%
0.5%
1.
8
%
1.8%
3.3%
3.5%
2.
7
%
2.8%
2
.
2
%
2.
7
%
2.
3
%
3.1
%
1.
8
%
1.6%
1.
5
%
2
.
9
%
3.0
%
3.4
%
7.
9
%
1.5%
1.5%
1.5%
1.5%
8
.
1
%
1
2
.
5
%
20.6%
3.
0
%
10.0
%
2
1
.
9
%
15.4
%
3
0
.
6
%
15.7%
2.9%
0.
5
%
1.
0
%
1.
7
%
84.00
EXIST
86.00
EXIST
88.00
EXIST 90.00
EXIST
92.29
EXIST
94.21
EXIST
96.00
EXIST
98.00
EXIST
98.76
EXIST
2.00
EXIST
4.00
EXIST
6.00
EXIST
7.07
EXIST
6.00
EXIST
4.00
EXIST
2.00
EXIST
1.06
EXIST
2.00
EXIST
3.79
EXIST
82.65
TOA
82.29
TOA
3.7%1.1%1.
9
%
1.6%
4.5%
3.
1
%
82.46
TBC
82.40
TBC
82.34
TOC
82.03
TOC
83.91
TOC
83.66
TOC
83.41
TOC
83.10
TBC
91.00
TBC
90.75
TBC
90.50
TBC
91.58
TBC
92.65
TBC
92.75
TBC
92.85
TBC
93.00
TBC
94.00
TBC
93.70
TBC
93.70
TBC
93.74
TBC
93.25
TOC
93.41
TOC
93.71
TOC
93.55
TOC
94.05
TBC 94.10
TBC
94.20
TBC
94.50
TBC
2
.
2
%
92.50
TBC
92.20
TBC 92.60
TBC
92.60
TBC
85.76
TOC
90.18
TOC
90.45
TBC
90.60
TBC
90.50
TBC
90.48
TBC
TBC
93.15
TBC
92.99
TBC
92.75
TBC
92.55
TBC
93.70
TBC
93.75
TBC
94.10
TOC
94.10
TOC
93.66
TBC
93.58
TBC
93.55
TBC
93.65
TBC
94.22
TOC
95.00
FG
95.00
FG
95.00
FG
95.50
TOC
95.42
TOC
95.50
TOC
97.75
TOC
98.00
TOC
97.75
TOC
97.75
TOC
98.00
TOC
97.75
TOC
95.70
TBC
95.75
TBC
0.29
TBC
94.90
TOC
95.40
TOC
94.45
TOA
95.28
TOC
95.15
TOC
95.05
TOC
94.60
TOC
94.65
TOC
95.35
TOC
97.05
TOC
94.93
TBC 95.03
TBC
94.53
TOC
94.10
TOA
94.25
TOA
97.05
TOC
97.05
TOC
96.35
TBC
96.35
TBC
96.70
TBC
96.82
TBC
96.94
TBC
96.94
TBC
98.15
TBC
97.36
TBC
97.14
TBC
97.48
TBC
97.69
TBC
98.50
TBC
0.04
TBC
0.04
TBC
0.39
TBC
[ 9
9
]
[ 9
7
]
[ 8
4
]
[ 8
3
]
[
9
7
]
[ 98 ]
[
9
8
]
[
0
]
[
5
]
[ 5 ]
[ 1 ]
[ 0 ]
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
NEW SD CURB INLET BOX
GRATE: 4897.19'
IE: 4893.69'
NEW 99 LF 12" HDPE
@ 0.86% SLOPE
NEW SD CATCH BASIN
GRATE: 4893.25'
IE: 4889.75'
NEW SD CURB INLET BOX
GRATE: 4890.00'
IE: 4887.00'
NEW 72 LF 18" HDPE
@ 2.55% SLOPE
NEW 46 LF 12" HDPE
@ 5.82% SLOPE
SD
SD
SD
SD
SD
SD
83 L.F. NEW 8" HDPE
@ 0.50%
12" AREA DRAIN
GRATE: 4894.50'
I.E.: 4891.50'
12" AREA DRAIN
GRATE: 4893.75'
I.E.: 4890.75'
169 L.F. NEW 8" HDPE
@ 0.50%
2.0%
2.0%
1.
7
%
3.2
%
1.
5
%
95.42
TOC
3.6%
95.15
TOC
3
0
.
8
%
1
.
8
%
1.
7
%
1.
6
%
95.05
TOA
94.80
TOA
2.3%0.8%1.1%
1.7
%2.2
%
2.
2
%
2.9%
4.
1
%
SECTION LINE
NEW RIGHT-OF-WAY
LINE20.00'
20.00'
SECTION LINE
NEW RIGHT-OF-WAY
LINE
NEW 175 LF 18"
PERFORATED HDPE
@ 0.50% SLOPE
2.5%
1.
9
%
S
NEW 430 L.F. 8"
WATER LINE
TAPER NEW ASPHALT
BACK TO EXISTING ASPHALT
END OF NEW
SIDEWALK
END OF NEW
CURB & GUTTER
167.50'
TP 13
EX SURFACE: 4897.50'
BEDROCK: 4891.00'
TP 12
EX SURFACE: 4901.50'
BEDROCK: 4895.35'
TP B5
EX SURFACE: 4900.50'
BEDROCK: 4896.00'
TP B3
EX SURFACE: 4895.50'
BEDROCK: 4891.00'
TP B4
EX SURFACE: 4897.75'
BEDROCK: 4894.25'
TP 4
EX SURFACE: 4892.50'
BEDROCK: 4887.75'
TP 5
EX SURFACE: 4894.00'
BEDROCK: 4889.75'
TP 3
EX SURFACE: 4889.00'
BEDROCK: 4887.00'
TP 7
EX SURFACE: 4893.00'
BEDROCK: 4888.25'
TP 6
EX SURFACE: 4886.00'
BEDROCK: 4881.75'
3.1
%
97.54
TBC93.10
TOC
93.10
TOC
93.10
TOC
NEW SD CURB INLET BOX
GRATE: 4891.84'
IE: 4888.84'
NEW 72 LF 18" HDPE
@ 1.26% SLOPE
TP 11
EX SURFACE: 4907.25'
BEDROCK: 4904.00'
TP 10
EX SURFACE: 4904.00'
BEDROCK: 4899.50'
TP 8
EX SURFACE: 4901.00'
BEDROCK: 4897.50'
TP 9
EX SURFACE: 4899.50'
BEDROCK: 4896.50'
92.34
TBC
SD SD SD SD SD SD SD
NEW 12 LF 12" HDPE
@ 0.75% SLOPE
I.E. = 4878.75'
81.25
FG
78.75
FG
81.25
FG
FG NEW 12 LF 12" HDPE
@ 0.75% SLOPE
I.E. = 4879.75'
97.65
TOC96.95
TOC
96.85
TOC
96.50
TOC
95.70
TOC
95.80
TOC96.60
TOC
4.8%
4.8%
5.
0
%
RD RD
CB
NEW 55 L.F. 8" WATER
PLUG END FOR
FUTURE
CONNECTION
GENERAL NOTES:
SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE
RECOMMENDATIONS SET FORTH IN THE SOILS REPORT (IF AVAILABLE). THE CONTRACTOR SHALL BE
RESPONSIBLE FOR REMOVING AND REPLACING ALL SOFT, YIELDING OR UNSUITABLE MATERIALS AND
REPLACING WITH SUITABLE MATERIALS AS SPECIFIED IN THE SOILS REPORT. ALL EXCAVATED OR FILLED
AREAS SHALL BE COMPACTED TO 95% OF MODIFIED PROCTOR MAXIMUM DENSITY PER ASTM TEST D-1557
EXCEPT UNDER BUILDING FOUNDATION WHERE IT SHALL BE 98% MIN. OF MAXIMUM DENSITY. MOISTURE
CONTENT AT TIME OF PLACEMENT SHALL NOT EXCEED 2% ABOVE NOR 3% BELOW OPTIMUM. CONTRACTOR
SHALL SUBMIT A COMPACTION REPORT PREPARED BY A QUALIFIED REGISTERED SOILS ENGINEER,
VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS
TO BE PAVED, HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS & SPECS AND THE
RECOMMENDATIONS SET FORTH IN THE SOILS REPORT.
THE CONTRACTOR IS TO USE BEST MANAGEMENT PRACTICES FOR PROVIDING EROSION CONTROL FOR
CONSTRUCTION OF THIS PROJECT. SPECIFIC DETAILS SHOWN ON SHEET C2.10 SHALL BE USED IN
COMBINATION WITH OTHER ACCEPTED LOCAL PRACTICES.
EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS
BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF PLANS. LOCATIONS
MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO ACCURACY OR
COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE RESPONSIBILITY OF THE CONTRACTOR TO
DETERMINE THE EXISTENCE AND LOCATION OF THOSE UTILITIES SHOWN ON THESE PLANS OR INDICATED
IN THE FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF CONTRACTOR'S
FAILURE TO VERIFY LOCATIONS OF EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION IN THEIR
VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT.
ALL ELEVATIONS SHOWN AT TOP AND BOTTOM OF WALL(S), IF ANY, ARE ELEVATIONS AT FINISH GRADE,
UNLESS OTHERWISE NOTED.
TEST PIT SURFACE AND BEDROCK ELEVATION INFORMATION ADDED TO THE PLANS BASED ON THE
GEOTECHNICAL REPORT FROM ASPEN ENGINEERING, AND PROPOSED ELEVATIONS HAVE BEEN DESIGNED
USING THAT ELEVATION INFORMATION. ACTUAL BEDROCK ELEVATION INFORMATION SHOULD BE FIELD
VERIFIED TO ENSURE ACCURACY.
COMMON GRADING ABBREVIATIONS:
SEE SHEET C0.01 FOR ADDITIONAL ABBREVIATIONS
-BFE BASEMENT FLOOR ELEVATION
-BW FINISH GRADE AT BOTTOM OF WALL
-EX or EXIST EXISTING
-EOA EDGE OF ASPHALT
-EOC EDGE OF CONCRETE
-FFE FINISH FLOOR ELEVATION
-FG FINISH GRADE
-FL FLOW LINE
-GB GRADE BREAK
-HP HIGH POINT
-LP LOW POINT
-NG NATURAL GROUND
-SDCB STORM DRAIN CATCH BASIN
-SDCO STORM DRAIN CLEANOUT BOX
-SDDB STORM DRAIN DRAIN BASIN
-SDMH STORM DRAIN MANHOLE
-TBC TOP BACK OF CURB
-TOA TOP OF ASPHALT
-TOC TOP OF CONCRETE
-TOG TOP OF GRATE
-TOW TOP OF WALL
-TW FINISH GRADE AT TOP OF WALL
-WW WATERWAY
Pr
i
n
t
e
d
:
31
M
a
r
2
0
2
3
3:
0
1
P
M
Dr
a
w
i
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g
I
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3
3
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-
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.
7
9
6
6
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2
Co
u
n
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y
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a
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l
:
RP
R
6
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4
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3
1
5
4
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Ch
u
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o
p
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y
:
50
1
-
3
5
6
0
Is
s
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e
D
a
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e
:
11
A
p
r
2
0
2
3
BH
D
P
r
o
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t
:
21
0
9
Preliminary -
Not for
Construction
-
Pl
a
n
r
e
-
s
u
b
m
i
t
t
a
l
2
8
10
9
9
8 4
4
4
4
4
4 3
3
2
12
2
Grading and
Drainage Plan
C123
SCALE: 1" =
NORTH
20'
0 10'20'40'60'
KEYED NOTES:
PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR
REFERENCED AND THE DETAILS NOTED AND AS SHOWN ON THE CONSTRUCTION DRAWINGS:
GRADE SITE TO ELEVATIONS AND CONTOURS SHOWN ON PLAN.
STORM DRAIN CURB INLET WITH HEAVY DUTY BICYCLE SAFE GRATE, PER STANDARD CHURCH
DETAIL, SEE DETAIL 'M', SHEET C521.
12" SQUARE SECURABLE NYLOPLAST YARD DRAIN, PER STANDARD CHURCH DETAIL, SEE DETAIL 'L",
SHEET C521.
STORM DRAIN PIPE. SEE PLAN FOR LENGTH, SIZE, TYPE AND SLOPE. SEE ISPWC DRAWING SD-301,
FOR TRENCHING DETAIL.
ROOF DRAIN DOWNSPOUT LOCATION. DOWNSPOUT TO BE PER STANDARD CHURCH DETAIL.
TAPER LAST 3' OF CURB TO MATCH SIDEWALK HEIGHT, PER STANDARD CHURCH DETAIL.
STORMTECH MC-7200 CHAMBERS OR EQUIVALENT SYSTEM APPROVED PRIOR TO BIDDING. SYSTEM
AS SHOWN ON PLANS ALL PROVIDED BY THE CONTRACTOR. STORMTECH CHAMBER HAS RETENTION
OF 38,892 C.F. REQUIRED RETENTION = 37,896 C.F. SEE DETAIL ON SHEET C571. SHOP DRAWINGS
PROVIDED BY MANUFACTURER PRIOR TO BIDDING AND CONSTRUCTION. TO INCLUDE INSPECTION
PORT.
LANDING AREAS TO HAVE 2% MAXIMUM SLOPE AWAY FROM BUILDING
ADA PARKING STALL, TOA (TOP OF ASPHALT) SPOT GRADES ARE TO BE STAKED TO ENSURE SLOPE
WITHIN ADA PARKING STALL REMAINS UNDER 2.0% MAX. SLOPE.
STORM DRAIN CLEANOUT BOX WITH HEAVY DUTY PEDESTRIAN SAFE LID.
6" HDPE PIPE FROM ROOF DRAIN.
STORM DRAIN CATCH BASIN WITH HEAVY DUTY BICYCLE SAFE GRATE.
1
3
5
6
4
8
9
10
11
2
7
12
.
.
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXXXXXXXXXXXXXXXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXXXXXXXXXXXXXXXXXXXXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXXXXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXXXXXXXXXXXXXXXXXXXXX
X X X X X X X X X X X X X X X X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
S
S
S
S
S
S
S
S
COCO
CO CO
S
S
S
S
S
S
W
W
W
W
W
W
F
W
W
W
W
W
W
W
WWWWWWWWWW
W
W W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
EX SHOULDER TO
REMAINEX SHOULDER TO
REMAIN
48
9
0
4
9
0
0
48
8
8
489
2
489
4
4
8
9
6
4
8
9
8
4
9
0
2
4
9
0
4
4
9
0
6
490
0
4910
48
9
4
489
6
489
8
490
2
4904
4906
490
8
48
8
0
4880
4880
4876
4
8
7
8
4878
4878
48
8
2
48
8
4
48
8
6
EX
G
R
A
V
E
L
D
R
I
V
E
W
A
Y
EX
G
R
A
V
E
L
D
R
I
V
E
W
A
Y
EX 10' ASPHALT PATHWAY
TO BE REPLACED
S89° 40' 10"E
165.11'
S89° 39' 20"E
86.98'
N80° 43' 00"E
316.81'
N0
0
°
1
6
'
3
0
"
W
24
2
.
0
7
'
S89° 43' 30"W
330.00'
N0
0
°
1
6
'
3
0
"
W
13
2
.
0
0
'
S89° 43' 30"W
330.00'
L=332.08,
R=1141.52
CB=S15°
32'
02"W
C=330.915
∆=016°40'05"
L =1 8 6 .0 6 ,R =1 3 3 5 .0 0
C B =N 8 4 °4 3 '0 2 "E
C =1 8 5 .9 1
∆=0 0 7 °5 9 '0 7 "
N0
0
°
1
6
'
5
0
"
W
18
5
.
7
0
'
S0
0
°
1
6
'
3
0
"
E
30
4
.
5
0
'
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
S
S
S
S
S
S
S
S
S
S
S
SD
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
SD
SD SD SD
SD
SD
SD
SD SD SD SD
S
D
CB
CB
CB
CB
SCALE: 1" =
NORTH
30'
0 15'30'60'90'
1
2
3
GENERAL NOTES:
THE CONTRACTOR IS TO USE BEST MANAGEMENT PRACTICES FOR PROVIDING EROSION CONTROL FOR
CONSTRUCTION OF THIS PROJECT. SPECIFIC DETAILS SHOWN ON SHEET C5.04 SHALL BE USED IN
COMBINATION WITH OTHER ACCEPTED LOCAL PRACTICES.
ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE LOCAL AGENCY'S EROSION CONTROL
STANDARDS AND SPECIFICATIONS AND ALL WORK SHALL BE SUBJECT TO INSPECTION BY THE AGENCY
HAVING JURISDICTION. ALSO INSPECTORS WILL HAVE THE RIGHT TO CHANGE THE FACILITIES AS NEEDED.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING THE LOCATIONS OF ALL EXISTING
UTILITIES. IF CONFLICTS OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO
CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE.
THE CONTRACTOR SHALL PROVIDE ADEQUATE DUST CONTROL.
WHEN GRADING OPERATIONS HAVE BEEN COMPLETED AND THE DISTURBED GROUND SHALL BE LEFT
"OPEN" FOR 30 DAYS OR MORE THE AREA SHALL BE FURROWED PARALLEL TO THE CONTOURS OF THE
AREA.
THE CONTRACTOR SHALL MODIFY EROSION CONTROL MEASURES TO ACCOMMODATE PROJECT PLANNING.
MAINTENANCE:
THE OWNER'S REPRESENTATIVE SHALL MAKE ROUTINE CHECKS ON ALL EROSION CONTROL MEASURES TO
DETERMINE IF REPAIRS OR SEDIMENT REMOVAL IS NECESSARY. DUE TO CONDITIONS THAT MAY ARISE IN
THE FIELD, ADDITIONAL CONTROL MAY BE DETERMINED TO BE NECESSARY.
SILT FENCE BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT THE LEAST
DAILY DURING PROLONGED RAINFALL.
CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED SILT FENCES, END RUNS, AND
UNDERCUTTING BENEATH SILT FENCING.
NECESSARY REPAIRS TO BARRIERS OR REPLACEMENT OF SILT FENCING SHALL BE ACCOMPLISHED
PROMPTLY.
SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH RAINFALL. THEY MUST BE REMOVED WHEN THE
LEVEL OF DEPOSITION REACHES APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER.
KEYED NOTES:
PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR
REFERENCED AND THE DETAILS NOTED AND AS SHOWN ON THE CONSTRUCTION DRAWINGS:
SILT FENCE AS SHOWN ON PLAN. SEE DETAIL 'C3', SHEET C571.
INLET PROTECTION AROUND EXISTING OR NEW STORM DRAIN CATCH BASINS OR CURB INLETS. SEE
DETAIL 'A1', SHEET C571.
TEMPORARY CONSTRUCTION ENTRANCE. SEE DETAIL 'C1', SHEET C71. LOCATION SHOWN IS
SUGGESTIVE. CONTRACTOR TO RELOCATE AS NEEDED.
CONCRETE WASHOUT AREA. SEE DETAIL 'A3', SHEET C571. LOCATION SHOWN IS SUGGESTIVE.
CONTRACTOR TO RELOCATE AS NEEDED.
PORTABLE TOILET. SEE DETAIL 'C5', SHEET C571. LOCATION SHOWN IS SUGGESTIVE. CONTRACTOR
TO RELOCATE AS NEEDED.
TOPSOIL STOCK PILE AREA. MAINTAIN SILT FENCE AROUND PERIMETER AT ALL TIMES. CONTROL
DUST FROM PILE BY EITHER COVERING OR KEEPING MOIST. LOCATION SHOWN IS SUGGESTIVE.
CONTRACTOR TO RELOCATE AS NEEDED.
4
5
6
SF
SF
SF
SF
SF
SFSF
SF
SF
SF
SFSFSFSFSFSF
SF SF SF SF SF SF
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Preliminary -
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-
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2
Erosion Control
Plan
C171
2
2
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2
2
2
.
.
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GM
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COCO
CO CO
WM
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EX SHOULDER TO
REMAINEX SHOULDER TO
REMAIN
EX
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A
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EX
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A
Y
EX 10' ASPHALT PATHWAY
TO BE REPLACED
S89° 40' 10"E
165.11'
S89° 39' 20"E
86.98'
N80° 43' 00"E
316.81'
N0
0
°
1
6
'
3
0
"
W
24
2
.
0
7
'
S89° 43' 30"W
330.00'
N0
0
°
1
6
'
3
0
"
W
13
2
.
0
0
'
S89° 43' 30"W
330.00'
L=332.08,
R=1141.52
CB=S15°
32'
02"W
C=330.915
∆=016°40'05"
L =1 8 6 .0 6 ,R =1 3 3 5 .0 0
C B =N 8 4 °4 3 '0 2 "E
C =1 8 5 .9 1
∆=0 0 7 °5 9 '0 7 "
N0
0
°
1
6
'
5
0
"
W
18
5
.
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'
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0
°
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'
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"
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30
4
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'
SD
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S
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S
S
S
S
SD
EX SSMH 13 4.0' Ø
RIM = 4874.67'
IE (E) = 4862.87'
EX SSMH 12
EX 12" PVC
EX 12" PVC
120' @ 1.04%
EX PLUGGED END
IE = 4864.12'
S
8.00'
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
NEW SSMH 5' Ø
RIM = 4876.14'
IE (S) = 4863.98'
IE (W) = MATCH EX / 4863.78'
NEW SSMH 4' Ø
RIM = 4877.38'
IE (N) = 4864.58'
IE (S) = 4864.78'
IE (E) = 4864.78'
NEW 8" PVC
SEWER MAIN
79' @ 0.75%
NEW SSMH 4' Ø
RIM = 4883.55'
IE (N) = 4872.55'
IE (S) = 4872.75'
NEW 8" PVC
SEWER MAIN
400' @ 1.94%
NEW SSMH 4' Ø
RIM = 4887.85'
IE (W) = 4876.35'
IE (E) = 4876.55'
NEW 10" PVC
SEWER MAIN
400' @ 2.89%
NEW SSMH 4' Ø
RIM = 4903.25'
IE (W) = 4892.25'
NEW 10" PVC
SEWER MAIN
306' @ 5.13%
NEW 6" WYE
TIE-IN
EX PLUGGED END
EX 12" WATER LINE
EX 12" WATER LINE
EX 12" WATER LINE
STUB FOR TIE ON
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
45° BEND
45° BEND
TIE ON TO EX
STUBBED END
NEW 38 L.F. 12"
WATER LINE
NEW 38 L.F. 12"
WATER LINE
12" x 8" REDUCER
NEW 430 L.F. 8"
WATER LINE
S
TIE ON TO EX
STUBBED END
NEW 732 L.F. 12"
WATER LINE
CAP END FOR
FUTURE CONNECTION
SD SD
SD
SD
SD
SD
SD
SD SD SD SD
S
D
CB
CB
CB
CB
16.11'
10.87'
NEW 8" PVC SEWER MAIN
25' @ 1.50%
STUBBED TO END OF
PAVEMENT AS REQUIRED BY
CITY
PLUG END FOR
FUTURE CONNECTION
IE = 4873.13'
NEW 55 L.F. 8" WATER
LINE STUBBED TO
END OF PAVEMENT
AS REQUIRED BY
CITY
PLUG END FOR
FUTURE
CONNECTION
NEW 30 L.F. 8" CLASS
50 DI PIPE WATER
LINE IN THE
RIGHT-OF-WAY AS
REQUIRED BY CITY
NEW 83 L.F. 8" CLASS
50 DI PIPE WATER
LINE IN THE
RIGHT-OF-WAY AS
REQUIRED BY CITY
SCALE: 1" =
NORTH
30'
0 15'30'60'90'
1
2
7
9
11
12
14
GENERAL NOTES:
CONTRACTOR IS TO COORDINATE ALL UTILITIES WITH MECHANICAL DRAWINGS.
ALL NEW WATER CONSTRUCTION TO BE DONE IN ACCORDANCE WITH LOCAL GOVERNING MUNICIPALITY
STANDARDS & SPECIFICATIONS.
ALL NEW SANITARY SEWER CONSTRUCTION TO BE DONE IN ACCORDANCE WITH LOCAL GOVERNING
MUNICIPALITY STANDARDS & SPECIFICATIONS.
CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND INVERT ELEVATIONS OF EXISTING MANHOLES AND
OTHER UTILITIES BEFORE STAKING OR CONSTRUCTING ANY SEWER LINES.
MAINTAIN A MINIMUM OF 5 FEET OF COVER ON ALL WATER LINES.
CONTRACTOR IS TO COORDINATE LOCATIONS OF NEW TELEPHONE SERVICE TO BUILDING WITH CENTURY
LINK. A PVC CONDUIT, PLYWOOD BACKBOARD, AND GROUND WIRE IS REQUIRED FOR SERVICE THROUGH
PROPERTY, COORDINATE SIZES AND LOCATION WITH CENTURY LINK.
CONTRACTOR IS TO SUBMIT SITE PLAN TO DOMINION ENERGY FOR DESIGN OF GAS LINE SERVICE TO
BUILDING. CONTRACTOR TO COORDINATE WITH DOMINION ENERGY FOR CONTRACTOR LIMITS OF WORK
VERSUS DOMINION ENERGY LIMITS.
LOCATION OF ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE LOCATIONS. CONTRACTOR IS TO
VERIFY CONNECTION POINTS WITH EXISTING UTILITIES. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE
CAUSED TO EXISTING UTILITIES AND UTILITY STRUCTURE THAT ARE TO REMAIN.
TEST PIT SURFACE AND BEDROCK ELEVATION INFORMATION ADDED TO THE PLANS BASED ON THE
GEOTECHNICAL REPORT FROM ASPEN ENGINEERING, AND PROPOSED ELEVATIONS HAVE BEEN DESIGNED
USING THAT ELEVATION INFORMATION. ACTUAL BEDROCK ELEVATION INFORMATION SHOULD BE FIELD
VERIFIED TO ENSURE ACCURACY.
KEYED NOTES:
PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR
REFERENCED AND THE DETAILS NOTED AND AS SHOWN ON THE CONSTRUCTION DRAWINGS:
ASPHALT T-PATCH / REPAIR PER CITY STANDARD DETAIL.
INSTALL NEW FIRE HYDRANT PER ANSI/AWWA STANDARD DETAIL.
CONNECT NEW 2" POLY PIPE WATER SERVICE LINE TO NEW 12" MAIN LINE AND INSTALL NEW 2"
CULINARY METER, PER ANSI/AWWA STANDARDS AND SPECIFICATIONS.
6" PVC SDR-35 SANITARY SEWER LATERAL @ 1.00% MINIMUM SLOPE, INCLUDING NEW CLEANOUTS
PER EAGLE MOUNTAIN STANDARDS AND SPECIFICATIONS. CONNECT TO EXISTING 6" SEWER
LATERAL STUB. LATERAL PER ANSI/AWW STANDARD.
APPROXIMATE LOCATION OF NEW NATURAL GAS LINE. CONTRACTOR TO COORDINATE SIZE, DESIGN
AND INSTALLATION BY INTERMOUNTAIN GAS WITH OTHER CONSTRUCTION.
APPROXIMATE LOCATION OF NEW NATURAL GAS METER(S). CONTRACTOR TO COORDINATE SIZE,
DESIGN AND INSTALLATION WITH INTERMOUNTAIN GAS AND WITH MECHANICAL PLANS.
UNDERGROUND CABLE AND POWER LINES. CONTRACTOR TO COORDINATE WITH COMCAST AND
ROCKY MOUNTAIN POWER. SEE ELECTRICAL SITE PLAN FOR POWER CONNECTIONS.
TELEPHONE LINE. CONTRACTOR TO PROVIDE TRENCHING 30" DEEP X 24" WIDE THEN BACKFILL AS
REQUIRED. SEE ELECTRICAL SITE PLAN FOR COMMUNICATIONS CONNECTIONS.
INSTALL 2" STOP AND WASTE FOR IRRIGATION, CONNECT TO NEW 2" WATER LATERAL PER
ANSI/AWWA STANDARDS AND SPECIFICATIONS. SEE LANDSCAPE PLANS SHEET L521 DETAIL "K".
NEW 6" FIRE SERVICE WATER LINE TO BUILDING PER ANSI/AWWA STANDARDS AND SPECIFICATIONS.
3/4" POLY PIPE WATER LINE FROM PROPOSED BUILDING TO THE PAVILION DRINKING
FOUNTAIN. SEE PLUMBING PLANS FOR COORDINATION AND FOR DETAILS.
SEWER CLEANOUT AND 6" PVC SEWER LINE FOR USE IN CLEARING SEWER LINES WITHIN
THE BUILDING FROM OUTSIDE (TYPICAL CHURCH DESIGN) SEE STANDARD CHURCH DETAIL 'C'
SHEET C5.01.
2" POLY PIPE WATER SERVICE LINE, PER ANSI/AWWA STANDARD, DETAIL '541'.
NEW 8" PVC C-900 FIRE SERVICE WATER MAIN LOOP PER ANSI/AWWA STANDARDS AND
SPECIFICATIONS.
8" CLASS 50 DI PIPE WATER MAIN LINE, INCLUDING ALL FITTINGS AND THRUST BLOCKING.
12" CLASS 50 DI PIPE WATER MAIN LINE, INCLUDING ALL FITTINGS AND THRUST BLOCKING.
CONNECT NEW 12" PVC C-900 WATER LINE TO EXISTING 12" WATER MAIN, PER GOVERNING BODY
STANDARDS AND SPECIFICATIONS.
STUB ON NEW 1" WATER SERVICE LINE, PER CITY OF REXBURG STANDARDS.
4' DIAMETER SANITARY SEWER MANHOLE, PER CITY OF REXBURG STANDARDS.
5' DIAMETER SANITARY SEWER MANHOLE, PER CITY OF REXBURG STANDARDS.
8" PVC SDR-35 SANITARY SEWER LINE, INCLUDING ALL FITTINGS, CITY OF REXBURG STANDARDS.
10" PVC SDR-35 SANITARY SEWER LINE, INCLUDING ALL FITTINGS, CITY OF REXBURG STANDARDS.
STUB ON NEW 4" PVC SDR-35 SANITARY SEWER LATERAL, INCLUDING ALL FITTINGS, PER CITY OF
REXBURG STANDARDS.
LOCATION OF NEW FIBER CONDUIT AND DISTRIBUTION BOXES, TO BE INSTALLED PER CITY
STANDARD AND SPECIFICATIONS.
6
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Preliminary -
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Site Utility Plan
C151
2
15
16
17
18
19
20
21
22
23
23
18
22
22
21
21
20
19
19
19
17
17
16
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CITY APPROVED STEEL
COVER & FRAME
4" CONCRETE
SEWER
CLEAN-OUT
P.V.C. PIPE
12" X 12" Ø P.V.C. PIPE
SCALE:
SEWER CLEAN-OUT
N.T.S.C
SCALE: N.T.S.
STORMTECH CHAMBER SECTION DETAIL
PLAN
SECTION A-A
NOTES:
1.MATERIALS, CONSTRUCTION, AND
WORKMANSHIP SHALL BE IN ACCORDANCE WITH
CURRENT EDITION OF "STATE STD. SPEC'S FOR
ROAD AND BRIDGE CONST.", ADDENDUMS AND
SPECIAL PROVISIONS THERETO.
2. ALL STEEL SHALL HAVE A MINIMUM OF 2"
CONCRETE COVER.
3. GREY IRON CASTING: ASTM A48 CLASS 30
MINIMUM.
4. 2"x4" SHEAR KEY REQUIRED BOTH WAYS.
SECTION B-B
3'-11 3/4"6"6"
FLOWFLOW
A A
B
B
2'-0"
1'-0"6"6"
8"
VA
R
I
E
S
SE
E
S
C
H
E
D
U
L
E
6"
3"
12"
18
"
18"
18
"
2'
-
0
"
4'-1 1/2"
OUT TO OUT OF FRAME
CONTROL JOINT
BICYCLE SAFE GRATING.
TOP OF GRATING 2"
BELOW FLOW-LINE.
45 DEGREE SLOPE TO
GRATING TYPICAL
MAXIMUM
OUTFLOW
PIPE SIZE 24"
CONTROL
JOINT
TOP OF CURB
NATURAL FLOW-LINE OF
STREEET AND GUTTER
#5 AT 8" O.C.
HORIZONTAL
#5 AT 12" O.C.
VERTICAL
2"
9"
MI
N
.
SCALE:
SINGLE GUTTER INLET BOX
N.T.S.M
4"
AGGREGATE BASE
OUTFLOW PIPE
SCALE:
12" AREA NYLOPLAST DRAIN BOX
N.T.S.L
PROVIDE STANDARD GRATE. GRATE TO
HAVE NO SLOTS WIDER THAN 1/2".
PROVIDE SCREEN AT ROCK MULCH
AREAS. SEE G/C505
BACKFILL MATERIAL SHALL BE CRUSHED
STONE OR GRAVEL MATERIAL MEETING
CLASS 1 OR 2 AS SPECIFIED IN ASTM D2321.
BACKFILL MATERIAL SHALL BE PLACED
UNIFORMLY IN 12" LIFTS AND COMPACTED
26
"
T
O
2
9
"
SOD
12
"
M
I
N
.
NOTE : (DIAMETER OF BASIN DETERMINED BY NUMBER OF PIPES IN AND OUT)
NOTE: PROVIDE NECESSARY ADAPTORS
FOR CONCRETE PIPE TO PVC BASINS
PROVIDE OIL/WATER
SEPARATOR WHERE REQUIRED
_
Civil Details
C521
Civil Details
C571
DESCRIPTION:
A STABILIZED PAD OF CRUSHED STONE LOCATED WHERE CONSTRUCTION TRAFFIC ENTERS
OR LEAVES THE SITE FROM OR TO PAVED SURFACE.
APPLICATIONS:
AT ANY POINT OF INGRESS OR EGRESS AT A CONSTRUCTION SITE WHERE ADJACENT
TRAVELED WAY IS PAVED. GENERALLY APPLIES TO SITES OVER 2 ACRES UNLESS SPECIAL
CONDITIONS EXIST.
INSTALLATION/APPLICATION CRITERIA:
·CLEAR GRUB AREA AND GRAD TO PROVIDE MAXIMUM SLOPE OF 2%.
·COMPACT SUB GRADE AND PLACE FILTER FABRIC IF DESIRED (RECOMMENDED FOR
ENTRANCES TO REMAIN FOR MORE THAN 3 MONTHS.
·PLACE COARSE AGGREGATE, 1 TO 2-1/2 INCHES IN SIZE, TO A MINIMUM DEPTH OF 8
INCHES.
LIMITATIONS:
·REQUIRES PERIODIC TOP DRESSING WITH ADDITIONAL STONES.
·SHOULD BE USED IN CONJUNCTION WITH STREET SWEEPING ON ADJACENT PUBLIC
RIGHT-OF-WAY.
MAINTENANCE:
·INSPECT DAILY FOR LOSS OF GRAVEL OR SEDIMENT BUILDUP.
·INSPECT ADJACENT ROADWAY FOR SEDIMENT DEPOSIT AND CLEAN BY SWEEPING OR
SHOVELING.
·REPAIR ENTRANCE AND REPLACE GRAVEL AS REQUIRED TO MAINTAIN CONTROL IN
GOOD WORKING CONDITION.
·EXPAND STABILIZED AREA AS REQUIRED TO ACCOMMODATE TRAFFIC AND PREVENT
EROSION AT DRIVEWAYS.
OBJECTIVES
□HOUSEKEEPING PRACTICES
□CONTAIN WASTE
□MINIMIZE DISTURBED AREA
□STABILIZE DISTURBED AREA
□PROTECT SLOPES/CHANNELS
□CONTROL SITE PERIMETER
□CONTROL INTERNAL EROSION
TARGETED POLLUTANTS
□SEDIMENT
□NUTRIENTS
□TOXIC MATERIALS
□OIL & GREASE
□FLOATABLE MATERIALS
□OTHER WASTE
_______________________________________________
□HIGH IMPACT
□MEDIUM IMPACT
□LOW OR UNKNOWN IMPACT
_______________________________________________
IMPLEMENTATION REQUIREMENTS
□CAPITAL COSTS
□O & M COSTS
□MAINTENANCE
□TRAINING
□HIGH □MEDIUM □LOW
SEDIMENT FABRIC
UNDER GRAVEL
3" TO 4" SIZE
COARSE AGGREGATE
8" MIN.
PAV
E
D
R
O
A
D
50' MIN.
20
'
M
I
N
.
SCALE: N.T.S.
STABILIZED CONSTRUCTION ENTRANCE
C1
DESCRIPTION:
A TEMPORARY SEDIMENT BARRIER CONSISTING OF ENTRENCHED FILTER FABRIC
STRETCHED ACROSS AND SECURED TO SUPPORTING POSTS.
APPLICATIONS:
·PERIMETER CONTROL: PLACER BARRIER AT DOWNGRADE LIMITS OF DISTURBANCE.
·SEDIMENT BARRIER: PLACE BARRIER AT TOE OF SLOPE OR SOIL STOCKPILE.
·PROTECTION OF EXISTING WATERWAYS: PLACE BARRIER AT TOP OF STREAM BANK
·INLET PROTECTION: PLACE FENCE SURROUNDING CATCH BASINS
INSTALLATION/APPLICATION CRITERIA:
·PLACE POSTS 6 FEET APART ON CENTER ALONG CONTOUR (OR USE PRE-ASSEMBLED
UNIT) AND DRIVE 2 FEET MINIMUM INTO GROUND. EXCAVATE AN ANCHOR TRENCH
IMMEDIATELY UPGRADIENT OF POSTS
·SECURE WIRE MESH (14 GAGE MIN. WITH 6 INCH OPENINGS) TO UPSLOPE SIDE OF
POSTS. ATTACH WITH HEAVY DUTY 1 INCH LONG WIRE STAPLES, TIE WIRES OR HOG
RINGS.
·CUT FABRIC TO REQUIRED WIDTH, UNROLL ALONG LENGTH OF BARRIER AND DRAPE
OVER BARRIER. SECURE FABRIC TO MESH WITH TWINE, STAPLES, OR SIMILAR, WITH
TRAILING EDGE EXTENDING INTO ANCHOR TRENCH.
·BACKFILL OVER FILTER FABRIC TO ANCHOR.
LIMITATIONS:
·RECOMMENDED MAXIMUM DRAINAGE AREA OF 0.5 ACRE PER 100 FEET OF FENCE.
·RECOMMENDED MAXIMUM UPGRADIENT SLOPE LENGTH OF 150 FEET.
·RECOMMENDED MAXIMUM UPHILL GRADE OF 2:1 (50%).
·RECOMMENDED MAXIMUM FLOW RATE OF 0.5 CFS.
·PONDING SHOULD NOT BE ALLOWED BEHIND FENCE.
MAINTENANCE:
·INSPECT IMMEDIATELY AFTER ANY RAINFALL AND AT LEAST DAILY DURING
PROLONGED RAINFALL.
·LOOK FOR RUNOFF BYPASSING ENDS OF BARRIERS OR UNDERCUTTING BARRIERS.
·REPAIR OR REPLACE DAMAGED AREAS OF THE BARRIER AND REMOVE ACCUMULATED
SEDIMENT.
·REANCHOR FENCE AS NECESSARY TO PREVENT SHORTCUTTING.
·REMOVE ACCUMULATED SEDIMENT WHEN IT REACHES 1/2 THE HEIGHT OF THE FENCE.
1.
PLACE POSTS 6' ON CENTER
(2X4 WOOD POSTS OR STEEL
FENCE POSTS)
2.3.
SECURE MESH TO POSTS WITH
WIRE STAPLES 1" LONG OR TIE
WIRES OR HOG RINGS
4.
SECURE FABRIC TO MESH
WITH TWINE, STAPLES,
OR SIMILAR
5.6.TOE DETAIL
FABRIC
BACK FILL WITH
ROCKS OR DIRT
WIRE MESH
OBJECTIVES
□HOUSEKEEPING PRACTICES
□CONTAIN WASTE
□MINIMIZE DISTURBED AREA
□STABILIZE DISTURBED AREA
□PROTECT SLOPES/CHANNELS
□CONTROL SITE PERIMETER
□CONTROL INTERNAL EROSION
TARGETED POLLUTANTS
□SEDIMENT
□NUTRIENTS
□TOXIC MATERIALS
□OIL & GREASE
□FLOATABLE MATERIALS
□OTHER WASTE
_______________________________________________
□HIGH IMPACT
□MEDIUM IMPACT
□LOW OR UNKNOWN IMPACT
_______________________________________________
IMPLEMENTATION REQUIREMENTS
□CAPITAL COSTS
□O & M COSTS
□MAINTENANCE
□TRAINING
□HIGH □MEDIUM □LOW
FLOW
FLOW
DISTURBED A
R
E
A
EXISTING VE
G
I
T
A
T
I
O
N
3'
2'
2'
2'
SCALE: N.T.S.
SILT FENCE
C3
DESCRIPTION:
TEMPORARY ON-SITE SANITARY FACILITIES FOR CONSTRUCTION PERSONNEL.
APPLICATIONS:
·ALL SITES WITH NO PERMANENT SANITARY FACILITIES OR WHERE PERMANENT
FACILITY IS TO FAR FROM ACTIVITIES.
INSTALLATION/APPLICATION CRITERIA:
·LOCATE PORTABLE TOILETS IN CONVENIENT LOCATIONS THROUGHOUT THE SITE.
·PREPARE LEVEL, GRAVEL SURFACE AND PROVIDE CLEAR ACCESS TO THE TOILETS
FOR SERVICING AND FOR ON-SITE PERSONNEL.
·CONSTRUCT EARTH BERM PERIMETER (SEE EARTH BERM BARRIER INFORMATION
SHEET), CONTROL FOR SPILL/PROTECTION LEAK.
LIMITATIONS:
·NO LIMITATIONS
MAINTENANCE:
·PORTABLE TOILETS SHOULD BE MAINTAINED IN GOOD WORKING ORDER BY LICENSED
SERVICE WITH DAILY OBSERVATION FOR LEAK DETECTION.
·REGULAR WASTE COLLECTION SHOULD BE ARRANGED WITH LICENSED SERVICE.
·ALL WASTE SHOULD BE DEPOSITED IN SANITARY SEWER SYSTEM FOR TREATMENT
WITH APPROPRIATE AGENCY APPROVAL.
CONTAINMENT
EARTH BERM
GRAVEL PAD1' x 1'
OBJECTIVES
□HOUSEKEEPING PRACTICES
□CONTAIN WASTE
□MINIMIZE DISTURBED AREA
□STABILIZE DISTURBED AREA
□PROTECT SLOPES/CHANNELS
□CONTROL SITE PERIMETER
□CONTROL INTERNAL EROSION
TARGETED POLLUTANTS
□SEDIMENT
□NUTRIENTS
□TOXIC MATERIALS
□OIL & GREASE
□FLOATABLE MATERIALS
□OTHER WASTE
_______________________________________________
□HIGH IMPACT
□MEDIUM IMPACT
□LOW OR UNKNOWN IMPACT
_______________________________________________
IMPLEMENTATION REQUIREMENTS
□CAPITAL COSTS
□O & M COSTS
□MAINTENANCE
□TRAINING
□HIGH □MEDIUM □LOW
SCALE: N.T.S.
PORTABLE TOILETS
C5
DESCRIPTION:
PREVENT OR REDUCE THE DISCHARGE OF POLLUTANTS TO STORM WATER FROM
CONCRETE WASTE BY CONDUCTING WASHOUT OFF-SITE, PERFORMING ON-SITE WASHOUT
IN A DESIGNATED AREA, AND TRAINING EMPLOYEES AND SUBCONTRACTORS.
APPLICATIONS:
·THIS TECHNIQUE IS APPLICABLE TO ALL TYPES OF SITES.
INSTALLATION/APPLICATION CRITERIA:
·STORE DRY AND WET MATERIALS UNDER COVER, AWAY FROM DRAINAGE AREAS.
·AVOID MIXING EXCESS AMOUNTS OF FRESH CONCRETE OR CEMENT ON-SITE.
·PERFORM WASHOUT OF CONCRETE TRUCKS OFF-SITE OR IN DESIGNATED AREAS
ONLY.
·DO NOT WASH OUT CONCRETE TRUCKS INTO STORM DRAINS, OPEN DITCHES,
STREETS, OR STREAMS.
·DO NOT ALLOW EXCESS CONCRETE TO BE DUMPED ON-SITE, EXCEPT IN DESIGNATED
AREAS.
·WHEN WASHING CONCRETE TO REMOVE FINE PARTICLES AND EXPOSE THE
AGGREGATE, AVOID CREATING RUNOFF BY DRAINING THE WATER WITHIN A BERMED
OR LEVEL AREA (SEE EARTH BERM BARRIER INFORMATION SHEET.)
·TRAIN EMPLOYEES AND SUBCONTRACTORS IN PROPER CONCRETE WASTE
MANAGEMENT.
LIMITATIONS:
·OFF-SITE WASHOUT OF CONCRETE WASTES MAY NOT ALWAYS BE POSSIBLE.
MAINTENANCE:
·INSPECT SUBCONTRACTORS T ENSURE THAT CONCRETE WASTES ARE BEING
PROPERLY MANAGED.
·IF USING A TEMPORARY PIT, DISPOSE HARDENED CONCRETE ON A REGULAR BASIS.
CONTAINMENT
EARCH BERM
ALL AROUND
WASHDOWN AREA
PONDING STORAGE
LOCATE 50' FROM NEAREST
DRAINAGE AREA
OBJECTIVES
□HOUSEKEEPING PRACTICES
□CONTAIN WASTE
□MINIMIZE DISTURBED AREA
□STABILIZE DISTURBED AREA
□PROTECT SLOPES/CHANNELS
□CONTROL SITE PERIMETER
□CONTROL INTERNAL EROSION
TARGETED POLLUTANTS
□SEDIMENT
□NUTRIENTS
□TOXIC MATERIALS
□OIL & GREASE
□FLOATABLE MATERIALS
□OTHER WASTE
_______________________________________________
□HIGH IMPACT
□MEDIUM IMPACT
□LOW OR UNKNOWN IMPACT
_______________________________________________
IMPLEMENTATION REQUIREMENTS
□CAPITAL COSTS
□O & M COSTS
□MAINTENANCE
□TRAINING
□HIGH □MEDIUM □LOW
SCALE: N.T.S.
CONCRETE WASTE MANAGEMENT
A5
FILTERSOCK SPECIFICATION:
FILTREXX FILTERSOCK INSTALLATION AND MAINTENANCE
1.0 DESCRIPTION:
THIS WORK SHALL CONSIST OF FURNISHING, INSTALLING, MAINTAINING AND DISPERSING (IF
NEEDED) A WATER PERMEABLE COMPOST FILTER SOCK (FILTREXX FILTERSOCK) TO CONTAIN SOIL
EROSION AND SEDIMENT BY REMOVING SOIL PARTICLES FROM WATER MOVING OFF SITE INTO
ADJACENT WATERWAYS OR STORM WATER DRAINAGE SYSTEMS. FILTERSOCKS WILL BE USED AS
A FORM OF INLET PROTECTION FOR OPERATIONAL STORM DRAINAGE SYSTEMS.
2.0 COMPOST PRODUCTS USED TO FILL FILTREXX FILTERSOCKS
1.COMPOST: COMPOST USED FOR FILTREXX FILTERSOCKS SHALL BE WEED FREE AND DERIVED
FROM A WELL-DECOMPOSED SOURCE OF ORGANIC MATTER. THE COMPOST SHALL BE
PRODUCED USING AN AEROBIC COMPOSTING PROCESS MEETING CFR 503 REGULATIONS,
INCLUDING TIME AND TEMPERATURE DATA INDICATING EFFECTIVE WEED SEED, PATHOGEN
AND INSECT LARVAE KILL. THE COMPOST SHALL BE FREE OF ANY REFUSE, CONTAMINANTS OR
OTHER MATERIALS TOXIC TO PLANT GROWTH. NON-COMPOSTED PRODUCTS WILL NOT BE
ACCEPTED. TEST METHODS FOR THE ITEMS BELOW SHOULD FOLLOW USCC TMECC
GUIDELINES FOR LABORATORY PROCEDURES:
A.PH - 5.0-8.0 IN ACCORDANCE WITH TMECC 04.11-A, "ELECTROMETRIC PH DETERMINATIONS
FOR COMPOST"
B.PARTICLE SIZE - 99% PASSING A 1" SIEVE, 90% PASSING A _" SIEVE AND A MINIMUM OF 70%
GREATER THAN THE 3/8" SIEVE. A TOTAL OF 98 % SHALL NOT EXCEED 3 INCHES IN LENGTH,
IN ACCORDANCE WITH TMECC 02.02-B, "SAMPLE SIEVING FOR AGGREGATE SIZE
CLASSIFICATION"
C.MOISTURE CONTENT OF LESS THAN 60% IN ACCORDANCE WITH STANDARDIZED TEST
METHODS FOR MOISTURE DETERMINATION.
D.MATERIAL SHALL BE RELATIVELY FREE (<1% BY DRY WEIGHT) OF INERT OR FOREIGN MAN
MADE MATERIALS. E. A SAMPLE SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL
PRIOR TO BEING USED AND MUST COMPLY WITH ALL LOCAL, STATE AND FEDERAL
REGULATIONS.
3.0 CONSTRUCTION AND INSTALLATION OF FILTREXX FILTERSOCKS:
1.FILTREXX FILTERSOCKS WILL BE USED AS A FORM OF INLET PROTECTION ON CONSTRUCTION
SITES WHICH REQUIRE PROTECTION AGAINST SEDIMENT LADEN WATER AFTER STORM
DRAINS BECOME OPERATIONAL.
2.FILTREXX FILTERSOCKS WILL BE PLACED AT LOCATIONS INDICATED ON PLANS AS DIRECTED
BY THE ENGINEER. FILTERSOCKS SHOULD BE INSTALLED IN A PATTERN THAT ALLOWS
COMPLETE PROTECTION OF THE INLET AREA
3.INSTALLATION OF FILTREXX FILTERSOCKS WILL ENSURE A MINIMAL OVERLAP OF AT LEAST
ONE FOOT ON EITHER SIDE OF THE OPENING BEING PROTECTED. THE FILTERSOCKS WILL BE
ANCHORED TO THE SOIL BEHIND THE CURB USING STAPLES, STAKES OR OTHER DEVICES
CAPABLE OF HOLDING THE FILTERSOCK IN PLACE.
4.STANDARD SIZES OF FILTERSOCKS FOR INLET PROTECTION WILL BE 8" DIAMETER PRODUCTS.
IN SEVERE FLOW SITUATIONS, LARGER FILTERSOCKS MAY BE RECOMMENDED BY THE
ENGINEER.
5.FILTERSOCKS SHALL BE CONSTRUCTED OF A WOVEN MATERIAL AND FILLED WITH A COMPOST
PRODUCT THAT PASSES THE CRITERIA LISTED IN SECTION 2.
6.IF THE FILTERSOCKS BECOME CLOGGED WITH DEBRIS AND SEDIMENT, THEY SHALL BE
MAINTAINED SO AS TO ASSURE A PROPER DRAINAGE AND WATER FLOW INTO THE STORM
DRAIN. IN SEVERE STORM EVENTS, OVERFLOW OF THE FILTERSOCK MAY BE ACCEPTABLE IN
ORDER TO KEEP THE AREA FROM FLOODING.
7.THE FILTERSOCKS SHALL BE POSITIONED SO AS TO PROVIDE COMPLETE PHYSICAL BARRIER
TO THE DRAIN ITSELF, ALLOWING SEDIMENT TO COLLECT ON THE OUTSIDE OF THE
FILTERSOCKS. SEE ATTACHED SCHEMATIC FOR FILTREXX FILTERSOCK INSTALLATION.
8.FOR AREAS WHERE FILTERSOCKS ARE TO BE LEFT AS A PERMANENT PART OF THE
LANDSCAPE, FILTERSOCKS MAY BE SEEDED DURING TIME OF MANUFACTURE TO CREATE A
LIVING SOCK. FOR SEEDING OPTIONS, THE ENGINEER MAY SIMPLY REPLACE ALL LANGUAGE
ABOVE WITH "LIVING FILTREXX FILTERSOCKS"
4.0 MAINTENANCE:
1.THE CONTRACTOR SHALL MAINTAIN FILTREXX FILTERSOCKS IN A FUNCTIONAL CONDITION AT
ALL TIMES AND IT SHALL BE ROUTINELY INSPECTED.
2.WHERE THE FILTERSOCK REQUIRES REPAIR, IT WILL BE ROUTINELY REPAIRED.
3.THE CONTRACTOR SHALL REMOVE SEDIMENTS COLLECTED AT THE BASE OF THE FILTERSOCK
WHEN THEY REACH 1/3 OF THE EXPOSED HEIGHT OF THE FILTERSOCK, OR AS DIRECTED BY
THE ENGINEER.
4.THE FILTREXX FILTERSOCK WILL BE DISPERSED ON SITE WHEN NO LONGER REQUIRED, AS
DETERMINED BY THE ENGINEER. THE NETTING MATERIAL WILL BE DISPOSED OF IN NORMAL
TRASH CONTAINERS OR REMOVED BY THE CONTRACTOR.
5.REGULAR MAINTENANCE INCLUDES LIFTING THE FILTREXX FILTERSOCKS AND CLEANING
UNDER THEM AS SEDIMENT COLLECTS.
5.0 METHOD OF MEASUREMENT:
BID ITEMS SHALL SHOW MEASUREMENT AS `FILTREXX FILTERSOCK' PER LINEAR FOOT, INSTALLED
OR PER INLET, AS SPECIFIED BY THE ENGINEER.
6.0 PERFORMANCE:
1.CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING A WORKING EROSION CONTROL SYSTEM
AND MAY, WITH APPROVAL OF THE ENGINEER, WORK OUTSIDE THE MINIMUM CONSTRUCTION
REQUIREMENTS AS NEEDED.
2.WHERE THE FILTERSOCK DETERIORATES OR FAILS, IT WILL BE REPAIRED OR REPLACED WITH
A MORE EFFECTIVE ALTERNATIVE.
3.CONTRACTOR IS REQUIRED TO BE A CERTIFIED FILTREXX INSTALLER AS DETERMINED BY
FILTREXX INTERNATIONAL, LLC (440-926-8041 OR VISIT WEBSITE AT FILTREXX.COM).
CERTIFICATION SHALL BE CONSIDERED CURRENT IF APPROPRIATE IDENTIFICATION IS SHOWN
DURING TIME OF BID OR AT TIME OF APPLICATION.
7.0 APPLICATION GUIDELINES:
1.FILTREXX FILTERSOCKS SHALL EITHER BE MADE ON SITE OR DELIVERED TO THE JOBSITE
USING A 3 MIL TUBULAR HDPE KNITTED MESH NETTING MATERIAL, FILLED WITH COMPOST
PASSING THE ABOVE SPECIFICATIONS FOR COMPOST PRODUCTS AS OUTLINED IN 2.0.
2.FILTREXX FILTERSOCKS NETTING MATERIALS ARE AVAILABLE ONLY FROM FILTREXX
INTERNATIONAL, LLC AND ARE THE ONLY CERTIFIED MESH MATERIALS ACCEPTED IN CREATING
FILTREXX PRODUCTS ON SITE OR AS DELIVERED TO THE JOB SITE. STANDARD FILTREXX
COLOR CODING SYSTEMS INCLUDE YELLOW AND BLACK STRIPED MESH NETTING WITH 3/8"
MESH OPENINGS FOR INLET PROTECTION. OTHER COLORS ARE ONLY ACCEPTABLE AS
APPROVED BY BOTH THE ENGINEER AND FILTREXX INTERNATIONAL, LLC.
3.CONTRACTOR IS REQUIRED TO BE A CERTIFIED FILTREXX INSTALLER AS DETERMINED BY
FILTREXX INTERNATIONAL, LLC (440-926-8041 OR VISIT WEBSITE AT FILTREXX.COM).
CERTIFICATION SHALL BE CONSIDERED CURRENT IF APPROPRIATE IDENTIFICATION IS SHOWN
DURING TIME OF BID OR AT TIME OF APPLICATION.
8.0 AVAILABLE VENDORS FILTREXX FILTERSOCKS MAY BE PURCHASED FROM THE
FOLLOWING CERTIFIED FILTREXX INSTALLERS:
WINDSWEPT ORGANIX INC.
WORK: 480-963-4638
FAX: 408-940-4261
850 SOUTH BOGLE AVE, SUITE 2
CHANDLER, AZ 85225
C REPLENISH
AREA INLET
FILTER FABRIC
REQUIRED OVER GRATE
8" FILTER
FILTER SOCK
FILTER FABRIC
REQUIRED
OVER GRATE
CURB INLET
8" FILTER
FILTER SOCK
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SEDIMENT BARRIER / FILTER SOCK PROTECTION
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