ABBREVIATIONS AND LEGEND - Lehi City

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231 West, 800 South. Salt Lake City, UT. 84101ph.801.913.3014 colonydesigncollective.com

Colony Design Collective

Lehi City Corporation

153 North 100 East

Lehi, Utah 84043

Shadow Ridge Park

C100

CIVIL PROJECT

NOTES

CIVIL PROJECT NOTES

1. ALL WATER MAINS AND APPURTENANCES, SHALL BE DESIGNED, CONSTRUCTED, DISINFECTED, TESTED, AND PLACED IN SERVICE IN

ACCORDANCE WITH THIS PLAN, ALL APPLICABLE LAWS, RULES, REGULATIONS, ORDINANCES, AND REQUIREMENTS INCLUDING, BUT

NOT LIMITED TO, THE REQUIREMENTS OF OSHA, THE STATE DIVISION OF DRINKING WATER, AND LEHI CITY.

2. ALL MATERIALS WHICH MAY CONTACT THE DRINKING WATER SHALL BE ANSI CERTIFIED AS MEETING NSF STANDARD 61.

3. WATER MAINS SHALL BE DUCTILE IRON CLASS 52 PIPE AND SHALL MEET ALL REQUIREMENTS FOR APWA 33 05 05 AND SHALL BE

TESTED ACCORDING TO APWA 33 08 00, PRESSURE TESTING AND DISINFECTION; AND IN ACCORDANCE WITH THE REQUIREMENTS OF

SLC PUBLIC UTILITIES, OSHA, AND THE UTAH DIVISION OF DRINKING WATER.

4. ALL BURIED DI (DUCTILE IRON) PIPES, VALVES AND FITTINGS SHALL BE POLY-WRAPPED AND THE NUTS GREASED IN ACCORDANCE

WITH AWWA C105.

5. ALL WATER DI (DUCTILE IRON) PIPES, VALVES AND FITTINGS SHALL HAVE PORTLAND CEMENT MORTAR LINING, OR ENGINEER

APPROVED EQUAL.

6. WATER LATERALS SHALL BE POLYETHEYLENE (PE) PE3408, AWWA C901, SDR-7 UNLESS OTHERWISE INDICATED ON THE PLANS.

INSTALLATION AND TESTING SHALL BE PERFORMED IN ACCORDANCE WITH AWWA M55. DISINFECTION SHALL BE PERFORMED IN

ACCORDANCE WITH AWWA C651.

7. WATER MAINS AND LATERALS SHALL BE TESTED ACCORDING TO APWA 33 08 00 TO INCLUDE, PRESSURE TESTING AND DISINFECTION;

AND IN ACCORDANCE WITH THE REQUIREMENTS OF SLC PUBLIC UTILITIES, OSHA, AND THE UTAH DIVISION OF DRINKING WATER.

8. CONTRACTOR SHALL NOTIFY SALT LAKE CITY PUBLIC UTILITIES 48 HOURS IN ADVANCE OF MAKING ANY CONNECTIONS TO WATER

LINES.

9. IF POOR SOILS WITH A BEARING CAPACITY OF LESS THAN 1,000 PSF ARE ENCOUNTERED WHERE A THRUST BLOCK IS REQUIRED, THEN

THE THRUST BLOCK SHALL BE REDESIGNED BY THE ENGINEER. THE REDESIGNED THRUST BLOCK SHALL NOT BE PLACED UNTIL THE

ENGINEER HAS APPROVED OF THE REDESIGN.

10. ANY PROPOSED CONNECTION TO EXISTING PIPELINES, OR ANY NON-FLANGED FITTING OR VALVE IS REQUIRED TO BE RESTRAINED OR

THRUST BLOCKED.

11. ALL WATER LINES SHALL BE CONSTRUCTED TO A DEPTH SO AS TO MAINTAIN 48" MIN GROUND COVER.

12. PIPE BEDDING INSTALLATION AND BACKFILL SHALL BE PER MANUFACTURER'S RECOMMENDATIONS. ALL BURIED WATER PIPELINES

SHALL HAVE TRACER WIRE (12 GAUGE) DIRECTLY ABOVE PIPE WHICH SHALL BE TIED TO ALL VALVES REFER TO TRENCH DETAIL FOR

COMPACTION DENSITY REQUIREMENTS. COMPACTION TESTING SHALL BE A MINIMUM OF 1 PER LIFT FOR EVERY 200 FEET OF TRENCH

LENGTH.

WATER IMPROVEMENT REQUIREMENTS

1. ALL SEWER MAINS AND APPURTENANCES SHALL BE DESIGNED, CONSTRUCTED, TESTED, AND PLACED IN SERVICE IN ACCORDANCE

WITH ALL APPLICABLE LAWS, RULES, REGULATIONS, ORDINANCES, AND REQUIREMENTS INCLUDING, BUT NOT LIMITED TO, THE

REQUIREMENTS OF OSHA, THE STATE DIVISION OF WATER QUALITY AND LEHI CITY.

2. ANY FLUSHING INTO THE EXISTING SANITARY SEWER SYSTEM IS STRICTLY PROHIBITED.

3. GRAVITY SEWER MAINS AND LATERALS SHALL BE PVC, SDR 35 PIPE WITH INTEGRAL BELL AND SPIGOT, GASKETED JOINTS. SEWER

FORCE MAINS SHALL BE PE (POLYETHYLENE) PIPE AND SHALL MEET THE REQUIREMENTS FOR AWWA C906 / PE 3408, MINIMUM

PRESSURE CLASS 150 (DR-11 MINIMUM). INSTALLATION SHALL BE PER ASTM D 2321 AND ASTM F 1668.

4. GRAVITY SEWER MAINS AND LATERALS SHALL BE TESTED ACCORDING TO APWA 33 08 00 TO INCLUDE, ALIGNMENT AND GRADE

TESTING, OBSTRUCTIONS AND DEFLECTION TESTING, INFILTRATION TESTING FOR GRAVITY PIPELINES, PRESSURE TESTING FOR

PRESSURE PIPELINES, AND VIDEO INSPECTION.

5. FOLLOWING ESTABLISHMENT OF FINISHED GRADE, ALL SEWER LINES SHALL BE FLUSHED AND CLEANED, AND ALL MANHOLE LIDS

ADJUSTED TO 0.1 FEET BELOW FINISHED GRADE AND IN ACCORDANCE WITH THE REQUIREMENTS HEREIN.

6. PIPE BEDDING INSTALLATION AND BACKFILL SHALL BE PER MANUFACTURER'S RECOMMENDATIONS. BACKFILL COMPACTION SHALL BE

TO A MINIMUM OF NINETY-FIVE (95%) PERCENT MAXIMUM DRY DENSITY AND +/- 2% OPTIMUM MOISTURE CONTENT MODIFIED PROCTOR,

AS SPECIFIED IN ASTM D-1557. COMPACTION TESTING SHALL BE A MINIMUM OF 1 PER LIFT FOR EVERY 200 FEET OF TRENCH LENGTH.

SEWER IMPROVEMENT REQUIREMENTS

1. ALL CONCRETE WORK SHALL BE NORMAL WEIGHT CONCRETE WITH A COMPRESSIVE STRENGTH EQUAL TO AT LEAST 4,000 PSI

WITHIN 28 DAYS AFTER POURING. THE WATER CEMENT RATIO SHALL BE NO GREATER THAN 0.45 AND SLUMP SHALL BE 3.5" OR LESS.

MINIMUM CEMENT CONTENT SHALL BE 6.5 SACKS PER CUBIC YARD. PROVIDE 5.5%-7.5% AIR ENTRAINMENT FOR CONCRETE OF THIS

CLASS USED IN SLABS AND WALLS.

2. UNLESS OTHERWISE NOTED, ALL CONSTRUCTION JOINTS SHALL BE KEYED WITH A KEY 1-1/2 IN. DEEP, A LENGTH 2 IN. LESS THAN

THE MEMBER, AND A WIDTH 1/2 OF THE MEMBER. REINFORCING SHALL BE CONTINUOUS THROUGH THE JOINT.

3. ALL CONCRETE WORK SHALL BE PLACED, CURED, STRIPPED, AND PROTECTED AS DIRECTED BY THE PROJECT AND APWA

SPECIFICATIONS (03 30 10)

4. BEFORE CONCRETE IS POURED CHECK WITH ALL TRADES TO INSURE PROPER PLACEMENT OF ALL OPENINGS, SLEEVES, CURBS,

CONDUITS, BOLTS, INSERTS, ETC. RELATIVE TO WORK.

5. CONTRACTOR IS RESPONSIBLE FOR ALL SHORING AND FORMWORK.

6. REFER TO ARCHITECTURAL DRAWINGS FOR MOLDS, GROOVES, ORNAMENT, CLIPS AND GROUNDS REQUIRED TO BE ENCASED IN

CONCRETE SLAB AND SLAB FINISHES, COLOR, PATTERNS, AND DEPRESSIONS

7. REFER TO SLAB JOINT LAYOUT PLAN FOR CONTROL AND CONSTRUCTION JOINT LOCATIONS.

8. CONCRETE TESTING SHALL BE PER PROJECT SPECIFICATIONS AND APWA 03 30 05. TESTING SHALL COMPRISE OF TEMPERATURE,

AIR, SLUMP AND STRENGTH TESTING. THE FOLLOWING TABLE SUMMARIZES REQUIRED TESTING FREQUENCY:

CONCRETE

1. REMOVE AND DISPOSE OF TREES, STUMPS, LOGS, LIMBS, STICKS, VEGETATION, DEBRIS, AND OTHER MATERIAL ON THE NATURAL

GROUND SURFACE.

2. DISPOSE OF ALL MATERIAL OFF THE PROPERTY TO A FACILITY LICENSED TO ACCEPT THE MATERIAL TYPE.

3. CONTRACTOR SHALL REMOVE ALL TOP SOIL WITHIN THE AREA OF CONSTRUCTION. STOCKPILE OR REMOVE FROM SITE PER OWNER

INSTRUCTIONS.

CLEARING AND GRUBBING

1. ALL MATERIALS AND CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH ALL AND CURRENT APPLICABLE LAWS, RULES,

REGULATIONS, ORDINANCES, OSHA REQUIREMENTS, STANDARDS AND SPECIFICATIONS WHETHER OR NOT ANY SPECIFIC REFERENCE

IS MADE TO SUCH IN THESE PLANS AND SPECIFICATIONS. THE CONTRACTOR SHALL BE PROPERLY LICENSED IN THE STATE OF UTAH TO

PERFORM ALL OF THE WORK DESCRIBED IN THESE CONTRACT DOCUMENTS. SUCH LICENSING SHALL REMAIN IN EFFECT

CONTINUOUSLY THROUGHOUT THE ENTIRETY OF THIS PROJECT INCLUDING FROM TIME OF BID SUBMISSION THROUGH PROJECT

COMPLETION AND WARRANTY PERIOD. THE CONTRACTOR SHALL CARRY APPROPRIATE INSURANCE, PERFORMANCE AND PAYMENT

BONDS AS REQUIRED.

2. ALL WORK SHALL CONFORM TO THESE PLANS AND TO THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS. IN THE EVENT THAT ANY

CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING, AND THE ENGINEER, AT HIS SOLE

DISCRETION, SHALL DETERMINE WHICH REQUIREMENTS GOVERN. THE CONTRACTOR SHALL KEEP ONE RECORD COPY OF ALL

SPECIFICATIONS, DRAWINGS, ADDENDA, MODIFICATIONS, AND SHOP DRAWINGS AT THE SITE IN GOOD ORDER AND ANNOTATED TO

SHOW ALL CHANGES MADE DURING THE CONSTRUCTION PROCESS. THESE SHALL BE AVAILABLE TO THE ENGINEER AND SHALL BE

DELIVERED TO HIM FOR THE OWNER UPON COMPLETION OF THE PROJECT.

3. THE CONTRACTOR SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH ALL ASPECTS OF THE PLANS AND DOCUMENTS, PERFORM A SITE

VISIT TO SATISFY HIMSELF AS TO THE SITE CONDITIONS, ATTEND ALL PRECONSTRUCTION AND CONSTRUCTION MEETINGS, AND

THOROUGHLY SATISFY HIMSELF AS TO THE TRUE MEANING AND INTENTION OF THIS CONTRACT. THE CONTRACTOR SHALL BE

COMPETENT AND EXPERIENCED TO PERFORM ALL WORK REQUIRED. ALL WORK SHALL BE SUBJECT TO THE APPROVAL OF THE

ENGINEER.

4. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER AND THE ENGINEER AND THEIR AGENTS AND EMPLOYEES

FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES INCLUDING ATTORNEY'S FEES ARISING OUT OF OR RESULTING

FROM THE PERFORMANCE OF THE WORK, PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSES IS ATTRIBUTABLE TO

BODILY INJURY, SICKNESS, DISEASE OR DEATH, OR TO INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK

ITSELF) INCLUDING THE LOSS OF USE RESULTING THEREFROM; AND IS CAUSED IN WHOLE OR IN PART BY ANY NEGLIGENT ACT OR

OMISSION OF THE CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF THEM OR ANYONE

FOR WHOSE ACTS ANY OF THEM MAY BE LIABLE, REGARDLESS OF WHETHER OR NOT IT IS CAUSED IN PART BY A PARTY INDEMNIFIED

HEREUNDER. IN ANY AND ALL CLAIMS AGAINST THE OWNER OR THE ENGINEER OR ANY OF THEIR AGENTS OR EMPLOYEES BY ANY

EMPLOYEE OF THE CONTRACTOR, AND SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF THEM OR ANYONE

FOR WHOSE ACTS ANY OF THEM MAY BE LIABLE, SAID INDEMNIFICATION OBLIGATION SHALL NOT BE LIMITED IN ANY WAY BY ANY

LIMITATION ON THE AMOUNT OR TYPE OF DAMAGES, COMPENSATION OR BENEFITS PAYABLE BY OR FOR THE CONTRACTOR OR ANY

SUBCONTRACTOR UNDER WORKMEN'S COMPENSATION ACTS, DISABILITY BENEFIT ACTS OR OTHER EMPLOYEE BENEFIT ACTS.

5. THE CONTRACTOR WARRANTS AND GUARANTEES TO THE OWNER AND ENGINEER THAT ALL MATERIAL AND EQUIPMENT USED IN THE

PERFORMANCE OF THIS WORK SHALL BE NEW UNLESS OTHERWISE SPECIFIED AND THAT ALL WORK SHALL BE OF GOOD QUALITY AND

FREE FROM FAULTS OR DEFECTS FOR A PERIOD OF ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION. IF REQUIRED BY THE

ENGINEER, THE CONTRACTOR SHALL FURNISH SATISFACTORY EVIDENCE AS TO THE KIND AND QUALITY OF MATERIALS AND

EQUIPMENT. ALL MATERIALS AND EQUIPMENT SHALL BE APPLIED, INSTALLED, CONNECTED, ERECTED, USED, CLEANED AND

CONDITIONED IN ACCORDANCE WITH THE INSTRUCTIONS OF THE APPLICABLE MANUFACTURER, FABRICATOR OR PROCESSOR, EXCEPT

AS OTHERWISE PROVIDED IN THE PLANS AND DOCUMENTS.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS, LICENSES AND FEES REQUIRED FOR THE PERFORMANCE AND

COMPLETION OF THE WORK AND SHALL ENSURE THAT ALL WORK IS PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF SAID

PERMITS AND LICENSES. THE CONTRACTOR SHALL PROVIDE ALL CONSTRUCTION SIGNAGE, BARRICADING AND TRAFFIC CONTROL IN

CONFORMANCE TO THE UTAH DEPARTMENT OF TRANSPORTATION TRAFFIC CONTROL STANDARDS AND TO THE MOST RECENT EDITION

OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, EQUIPMENT, LABOR,

TRANSPORTATION, CONSTRUCTION EQUIPMENT AND MACHINERY, TOOLS, APPLIANCES, FUEL, POWER, LIGHT, HEAT, TELEPHONE,

WATER, SANITARY FACILITIES, AND ALL OTHER FACILITIES AND INCIDENTALS NECESSARY FOR THE EXECUTION, TESTING, INITIAL

OPERATION AND COMPLETION OF THE WORK.

7. THE CONTRACTOR SHALL AT ALL TIMES BE RESPONSIBLE FOR PROVIDING DUST, MUD, AND EROSION CONTROL, AND PROPER

DRAINAGE. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROPERLY HANDLE AND DISPOSE OF ALL CONSTRUCTION WATER. THE

CONTRACTOR SHALL LIMIT TRAVEL ON THE PROJECT SITE TO ROADWAYS ONLY, EXCEPT WHERE CONSTRUCTION SPECIFICALLY

REQUIRES TRAVEL ELSEWHERE. ANY DAMAGE CAUSED BY SUCH UNAUTHORIZED TRAVEL SHALL BE CORRECTED AT THE

CONTRACTOR'S EXPENSE AND TO THE SATISFACTION OF THE OWNER OF THE PROPERTY PARCEL. THE CONTRACTOR SHALL AT ALL

TIMES KEEP THE PREMISES FREE FROM ACCUMULATIONS OF WASTE MATERIAL, RUBBISH AND OTHER DEBRIS RESULTING FROM THE

WORK. EQUIPMENT AND CONSTRUCTION MATERIALS, ETC., SHALL BE STORED ONSITE ONLY AT THE SATISFACTION OF THE OWNER OF

THE PROPERTY PARCEL WHEREON THEY ARE STORED. AT THE COMPLETION OF THE WORK, ALL WASTE MATERIALS, RUBBISH AND

DEBRIS SHALL BE REMOVED FROM THE PREMISES AS WELL AS ALL TOOLS, CONSTRUCTION EQUIPMENT AND MACHINERY, AND

SURPLUS MATERIALS. THE CONTRACTOR SHALL RESTORE TO THEIR ORIGINAL CONDITION THOSE PORTIONS OF THE SITE NOT

DESIGNATED FOR ALTERATION BY THE PLANS AND DOCUMENT.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY SCHEDULING ALL REQUIRED TESTING AND INSPECTIONS A MINIMUM OF

48 HOURS IN ADVANCE. IN THE EVENT THAT TESTING AND INSPECTION SERVICES ARE FURNISHED BY THE OWNER, SUCH SERVICES

SHALL BE PAID FOR BY THE OWNER; HOWEVER, ANY RETESTING/REINSPECTION THAT IS REQUIRED AS A RESULT OF INSUFFICIENT OR

DEFECTIVE WORK SHALL BE CONDUCTED AT THE CONTRACTOR'S EXPENSE. NEITHER OBSERVATIONS BY THE ENGINEER NOR

INSPECTIONS, TESTS OR APPROVALS BY PERSONS OTHER THAN THE CONTRACTOR SHALL RELIEVE THE CONTRACTOR FROM HIS

OBLIGATIONS TO PERFORM THE WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE PLANS AND DOCUMENTS

9. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR JOBSITE CONDITIONS THROUGHOUT THE PROJECT, INCLUDING SUBSURFACE

CONDITIONS AND UTILITY LOCATION. WARD ENGINEERING GROUP ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS.

ANY EXISTING UTILITIES OR OTHER IMPROVEMENTS SHOWN ON THE PLANS HAVE BEEN DERIVED FROM FIELD INVESTIGATIONS AND/OR

AVAILABLE RECORD INFORMATION. THE CONTRACTOR SHALL FIELD VERIFY EXISTING UTILITY LOCATIONS AND INVERT ELEVATIONS OF

EXISTING MANHOLES PRIOR TO CONSTRUCTING ANY NEW UTILITY. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES

NECESSARY TO PROTECT EXISTING IMPROVEMENTS WHICH ARE TO REMAIN IN PLACE. THE CONTRACTOR SHALL BE SOLELY

RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR

NOT SUCH FACILITIES ARE SHOWN IN THESE PLANS. ALL IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S OPERATION SHALL BE

EXPEDITIOUSLY REPAIRED OR RECONSTRUCTED TO THE ENGINEER'S SATISFACTION AT THE CONTRACTOR'S EXPENSE WITHOUT

ADDITIONAL COMPENSATION. NO EXCAVATION OF ANY NATURE SHALL BE PERFORMED WITHOUT FIRST CONTACTING "BLUE STAKES" AT

LEAST 48 HOURS PRIOR TO SUCH EXCAVATION.

10. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ASSURE SOUND EXCAVATION AND GRADING PRACTICES. FOR ALL

EXCAVATIONS EXCEEDING A DEPTH OF 4 FEET, THE CONTRACTOR SHALL PROVIDE APPROPRIATE SHORING, BRACING, SLOPING OR

OTHER APPROPRIATE PROVISIONS AS SPECIFIED BY OSHA THAT ARE NECESSARY TO PROTECT THE SAFETY OF THOSE AT THE SITE.

ALL OPEN TRENCHES MUST BE PROPERLY COVERED AT THE END OF WORK EACH DAY. HARD HATS SHALL BE WORN BY ALL PERSONS

AT THE SITE. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE CONDITIONS AND RECOMMENDATIONS OF THE

GEOTECHNICAL INVESTIGATION REPORT, PREPARED FOR THIS SITE AND IN CONJUNCTION WITH THIS PROJECT.

11. ALL SPECIFICATIONS, DRAWINGS AND COPIES THEREOF FURNISHED BY THE ENGINEER SHALL REMAIN HIS PROPERTY. THEY SHALL NOT

BE USED ON ANOTHER PROJECT AND, WITH EXCEPTION OF THOSE SETS WHICH HAVE BEEN SIGNED IN CONNECTION WITH THE

EXECUTION OF THE AGREEMENT, SHALL BE RETURNED TO THE ENGINEER UPON REQUEST AT COMPLETION OF THE PROJECT.

12.CONTRACTOR SHALL UTILIZE "BEST MANAGEMENT" PRACTICES FOR STORM WATER POLLUTION PREVENTION. CONTRACTOR SHALL BE

RESPONSIBLE FOR THE DEVELOPMENT AND COMPLIANCE TO AN APPROVED STORM WATER POLLUTION PREVENTION PLAN (SWPPP).

Rate of Placement Temperature Air Slump Strength

(cy/day)

0-8 1 1 1 1

0-50 1 1 1 1

Each additional

50 cy or fraction 1 1 1 1

thereof

1. ALL COMMUNICATION CONDUITS SHALL BE 4-INCH SCH 40 NEMA TC2 PVC, PIPE AND SHALL BE INSTALLED WITH A PULL STRING,

CONTINUOUSLY RUN THROUGH EACH CONDUIT. ALL JOINTS SHALL BE SOLVENT WELDED. ALL CONDUIT AND FITTINGS SHALL BE

HOMOGENEOUS AND FREE OF CRACKS, HOLES OR OTHER DEFECTS.

2. PROVIDE MAGNETIC 6" WIDE YELLOW WARNING RIBBON 12" DIRECTLY ABOVE CONDUIT. WHERE MULTIPLE CONDUITS ARE BURIED IN A

COMMON TRENCH AND DO NOT EXCEED AN OVERALL WIDTH OF 16", INSTALL A SINGLE MARKER.

3. CUT ALL CONDUITS SQUARE AND REMOVE ALL SHARP OR ROUGH EDGES. PENETRATIONS INTO PULL BOXES AND MANHOLES SHALL

BE GROUTED OR OTHERWISE FINISHED WITH A WATERPROOF SEAL. PLUG ALL UNUSED CONDUITS AT EACH PULL BOX AND MANHOLE

WITH A REMOVABLE CAP OR PLUG. IN TRENCHES WITH MULTIPLE CONDUITS, EACH CONDUIT SHALL RUN CONTINUOUS AND PARALLEL

FROM POINT TO POINT, STARTING AND ENDING IN EACH PULL BOX OR MANHOLE IN THE SAME LOCATION RELATIVE TO OTHER

CONDUITS.

4. CONDUITS SHALL BE TESTED TO BE AIR-TIGHT BY MEANS OF A LOW PRESSURE AIR TEST SUCH AS UNI-BELL B-6, OR SOME OTHER

ACCEPTABLE TESTING PROCEDURE.

COMMUNICATION AND POWER CONDUIT REQUIREMENTS

1. ALL METAL REINFORCEMENT SHALL BE DEFORMED TYPE BARS (EXCEPT #2 BARS) AND SHALL CONFORM TO THE REQUIREMENTS OF

THE STANDARD SPECIFICATIONS ASTM A615 GRADE 60.

2. ALL SPLICES IN CONTINUOUS CONCRETE REINFORCING BARS SHALL LAP 36 BAR DIAMETER OR PER THE LATEST EDITION OF ACI 318.

ALL SUCH SPLICES SHALL BE MADE IN A REGION OF COMPRESSION UNLESS OTHERWISE SHOWN. ALL CONTINUOUS REINFORCEMENT

SHALL TERMINATE WITH A 90° TURN OR A SEPARATE CORNER BAR.

3. ALL REINFORCEMENT BARS SHALL BE SECURELY ANCHORED AND HELD IN PLACE AND SHALL BE SPACED FROM ADJACENT SURFACES

(UNLESS SHOWN OTHERWISE) AS FOLLOWS:

A. FORMED SURFACES IN CONTACT WITH THE GROUND OR EXPOSED TO WEATHER, AND SLABS ON GRADE - 2 IN.

B. UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (BOTTOM AND SIDES OF FOOTINGS) -3 IN.

4. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 AND SHALL HAVE A MINIMUM SIDE LAP OF 8 IN.

5. ALL REINFORCEMENT SHALL BE DETAILED AND PLACED IN ACCORDANCE WITH THE LATEST EDITION OF ACI DETAILING MANUAL 315-77

AND ACI STANDARD 318.

1. CONTRACTOR WILL COORDINATE THE IMPROVEMENTS SHOWN IN THE CIVIL IMPROVEMENT PLANS WITH ALL OTHER DISCIPLINES IN

THE ARCHITECTURAL DESIGN PACKAGE. IN CASE OF CONFLICT BETWEEN DISCIPLINES, THE CONTRACTOR SHALL NOTIFY

ENGINEER/ARCHITECT IMMEDIATELY.

2. PRIOR TO ABANDONMENT AND DISCONNECTION OF ANY EXISTING UTILITY SHOWN IN THESE PLANS, CONTRACTOR SHALL

COORDINATE WITH THE OWNER THE SHUTDOWN PROCEDURES AND THE SCHEDULE FOR SHUTDOWN. CONTRACTOR WILL ENSURE

THAT UTILITY SERVICE TO OTHER AREAS OF THE AVIARY, INCLUDING LANDSCAPING AND BUILDINGS IS NOT UNDULY INTERRUPTED.

3. CONTRACTOR IS TO REVIEW THE SOIL REPORT FOR THIS PROJECT AND MAKE NOTE OF THE GROUND WATER ELEVATION IN THE

CONSTRUCTION ZONES. DEWATERING OF SUBSOIL MAY BE NECESSARY TO ACCOMODATE THE CONSTRUCTION OF UTILITIES AND

STRUCTURES. IF DEWATERING IS NECESSARY, CONTRACTOR SHALL SUBMIT PLANS FOR SUCH, ADDRESSING SETTLING OF

SUSPENDED SOLIDS IN THE PUMPED WATER PRIOR TO DISCHARGE TO THE STORM DRAIN SYSTEM.

GENERAL REQUIREMENTS

6. ALL FILL AREAS TO BE CLEARED OF ALL VEGETATION AND OTHER UNSUITABLE MATERIALS AND THE AREA SCARIFIED TO A DEPTH OF

SIX (6) INCHES, OR TO A DEPTH TO REMOVE TOP SOIL, REFER TO GEOTECHNICAL REPORT.

7. CONTRACTOR SHALL REMOVE ALL TOPSOIL AND ORGANIC MATERIALS FROM STRUCTURALLY LOADED EMBANKMENTS AND BUILD

FOOTPRINT LOCATION ACCORDING TO THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT.

GENERAL NOTES

CONSTRUCTION NOTES

5. CONTRACTOR SHALL STERILIZE THE SUBGRADE BENEATH PROPOSED NEW PAVING AND WALKWAYS. CONTRACTOR SHALL SUBMIT

MEANS AND METHODS FOR APPROVAL PRIOR TO IMPLEMENTATION.

6. THE CONTRACTOR IS RESPONSIBLE FOR INDEPENDENT QUALITY CONTROL TESTING OF THE PROPOSED IMPROVEMENTS. THE

CONTRACTOR SHALL RETAIN THE SERVICES OF AN INDEPENDENT QUALITY CONTROL AGENCY FOR ALL TESTING AS REQUIRED IN

THESE PLANS. THE NUMBER AND TYPE OF TESTS SHALL BE PER THESE DRAWINGS, THE PROJECT SPECIFICATIONS AND APWA

STANDARD SPECIFICATIONS. THE OWNER RESERVES THE RIGHT TO CONDUCT ADDITIONAL TESTING FOR QUALITY ASSURANCE OF

THE INFRASTRUCTURE INSTALLED.

7. ALL UTILITY PIPING SHALL HAVE WARNING TAPE INSTALLED 12" MIN. ABOVE AND ALONG THE ENTIRE LENGTH, INCLUDING SERVICE

LATERAL. TAPE SHALL BE LABELED ACCORDING TO UTILITY.

8. THE OPEN ENDS OF ALL PIPELINES UNDER CONSTRUCTION SHALL BE COVERED AND EFFECTIVELY SEALED AT THE END OF EACH

DAY'S WORK.

9. THE LOCATION OF THE STUB ENDS OF ALL LATERALS SHALL BE MARKED IN THE FIELD USING A 2" X 4" POST EXTENDING FROM THE END

OF THE LATERAL TO A MINIMUM OF THREE FEET ABOVE THE GROUND SURFACE. THE 2" X 4" POST SHALL BE PAINTED USING GREEN

PAINT FOR SEWER, BLUE PAINT FOR WATER, RED FOR POWER, YELLOW FOR GAS, AND ORANGE FOR COMMUNICATIONS. RECORD

DRAWINGS SHALL BE MAINTAINED AT THE PROJECT SITE SHOWING ACCURATE LOCATIONS OF ALL LATERAL CONNECTIONS MEASURED

FROM THE NEAREST MANHOLE AND ALL LATERAL STUBS MEASURED FROM THE NEAREST PROPERTY LINE.

CONCRETE REINFORCEMENT

1. ALL IRRIGATION MAINS AND APPURTENANCES, SHALL BE DESIGNED, CONSTRUCTED, TESTED, AND PLACED IN SERVICE IN

ACCORDANCE WITH THIS PLAN, ALL APPLICABLE LAWS, RULES, REGULATIONS, ORDINANCES, AND REQUIREMENTS INCLUDING, BUT

NOT LIMITED TO, THE REQUIREMENTS OF OSHA, AND SALT LAKE CITY PUBLIC UTILITIES.

2. IRRIGATION MAINS SHALL BE C-900 PVC CLASS 150 SECONDARY IRRIGATION PIPE AND SHALL MEET ALL REQUIREMENTS FOR APWA 33

05 07 AND SHALL BE TESTED ACCORDING TO APWA 33 08 00, PRESSURE TESTING AND DISINFECTION; AND IN ACCORDANCE WITH THE

REQUIREMENTS OF SLC PUBLIC UTILITIES, OSHA, AND THE UTAH DIVISION OF DRINKING WATER.

3. ALL BURIED VALVES AND FITTINGS SHALL BE POLY-WRAPPED AND THE NUTS GREASED IN ACCORDANCE WITH AWWA C105.

4. IRRIGATION MAINS SHALL BE TESTED ACCORDING TO APWA 33 08 00 TO INCLUDE, PRESSURE TESTING AND DISINFECTION; AND IN

ACCORDANCE WITH THE REQUIREMENTS OF SLC PUBLIC UTILITIES, OSHA, AND THE UTAH DIVISION OF DRINKING WATER.

5. IF POOR SOILS WITH A BEARING CAPACITY OF LESS THAN 1,000 PSF ARE ENCOUNTERED WHERE A THRUST BLOCK IS REQUIRED, THEN

THE THRUST BLOCK SHALL BE REDESIGNED BY THE ENGINEER. THE REDESIGNED THRUST BLOCK SHALL NOT BE PLACED UNTIL THE

ENGINEER HAS APPROVED OF THE REDESIGN.

6. ANY PROPOSED CONNECTION TO EXISTING PIPELINES, OR ANY NON-FLANGED FITTING OR VALVE IS REQUIRED TO BE RESTRAINED OR

THRUST BLOCKED.

7. ALL IRRIGATION MAIN LINES SHALL BE CONSTRUCTED TO A DEPTH SO AS TO MAINTAIN 24" MIN GROUND COVER.

8. PIPE BEDDING INSTALLATION AND BACKFILL SHALL BE PER MANUFACTURER'S RECOMMENDATIONS. ALL BURIED IRRIGATION

PIPELINES SHALL HAVE TRACER WIRE (12 GAUGE) DIRECTLY ABOVE PIPE WHICH SHALL BE TIED TO ALL VALVES REFER TO TRENCH

DETAIL FOR COMPACTION DENSITY REQUIREMENTS. COMPACTION TESTING SHALL BE A MINIMUM OF 1 PER LIFT FOR EVERY 200 FEET

OF TRENCH LENGTH.

IRRIGATION IMPROVEMENT REQUIREMENTS

ABBREVIATIONS AND LEGEND

STD. = STANDARD DRAWING

F.G. = FINISHED GRADE

= MAXIMUMMAX.

= MEGAGRAM

= MINIMUM

= NUMBER

= PEDESTRIAN

= ON CENTER

= POINT OF INTERSECTION

= PLASTIC IRRIGATION PIPE

= POINT OF CURVATURE

= OVER HEAD POWER

= NOT TO SCALE

= OUTER DIAMETER

= MANHOLE

PED

PI/P.I.

PIP

OHP

PC

O.D.

N/NO.

N.T.S.

NO./#

O.C.

MG

MIN.

MH

= NORTH

I.D. = INSIDE DIAMETER

= MEGAPASCAL

= MECHANICAL JOINT FITTING

= MISCELLANEOUS

= INTERSECTION

= IRRIGATION

= LENGTH

= INVERT

= INCLUDES

= LOCATION

= LINEAR FEET

= LIGHT POLE/LOW POINT

= LIP OF CURBLOC

M.J.

MPa

MISC.

LT

LP

LOC.

= LEFT

IRRIG

L

LIN. FT.

INT

INCL.

INV

= GAS VALVE

= GAS MANHOLE

= GALVANIZED

= GALLON

= FLOW LINE

= HOT MIX ASPHALT

= HIGHWAY

= HIGH PRESSURE/HIGH POINT

= HORIZONTAL

= HYDRAULIC GRADE LINE

= HECTARE

GV

HORIZ.

HP

HWY

HMA

HGL

HA

G

GMH

GALV.

L

FL/F

FLG.

GA.

= FLANGE

= GAUGE

= UTILITY

UTIL.

YD.

YR

WC

WV

WMH

YD /YD3

YD /YD2

W/

3

2

VERT.

VC

W

= YARD

= WITNESS CORNER

= WATER MANHOLE

= YEAR

= WATER VALVE

= VERTICAL CURVE

= CUBIC YARD

= SQUARE YARD

= WITH

= VERTICAL

= WEST

TBW

TMH

TOW

UG

TYP.

TEL

TEMP

TBC

T

T.B.

SSMH

STR.

SS

= TOP BACK OF WALK

= TELEPHONE MANHOLE

= TOP OF WALL

= UNDERGROUND

= TYPICAL

= TELEPHONE

= TEMPORARY

= TOP BACK OF CURB

= TANGENT DISTANCE

= SANITARY SEWER MANHOLE

= SANITARY SEWER

= THRUST BLOCK

= STRUCTURE

BRG. = BEARING

DI = DUCTILE IRON

= DIAMETER

= DRAWING

= DIMENSION RATIO

= DIMENSION

= DUCTILE IRON PIPE

= ELEVATION

= EXISTING

= FINISHED FLOOR

= EDGE OF OIL

= ESTIMATED

= ELECTRIC

EA = EACH

EL./ELEV.

EXIST

F.F.

EST.

EO

ELEC

DR

E

DWG.

DIA./Ø

DIP

DIM.

= EAST

= CORRUGATED METAL PIPE

= CLEAR/CLEARANCE

= CONNECTION

= CONSTRUCTION

= CONCRETE

= COLUMN

= CABLE TELEVISION

= CONTROL LINE/CENTER LINE

= CAST IRON

= CONTINUOS

= CONTROL POINT

= CUBIC FEET

= CORNER

CONC.

CONT.

CP

COR.

C.F.

CONN

CONST.

CI

CMP

CLR.

COL

L

CATV

C /C.L.

= APPROXIMATE

ABBREVIATIONS

= ABUTMENT

= AGGREGATE

= AS SHOWN

= AVERAGE

= AUXILIARY

APPROX.

A.S.

AVG.

AUX.

ABUT.

AGG.

PVC= POINT OF VERTICAL CURVATURE

= RIGHTRT

SPA.

STD.

STA.

SQ.

SECT./SEC

SHLD

SHT

SD

SDR

SDWLK

SDMH

S

S/SO.

SCH

= SIDEWALK

= SPACING/SPACES

= STANDARD

= STATION

= SQUARE

= SHOULDER

= SECTION

= SHEET

= STANDARD DIMENSION RATIO

= STORM DRAIN MANHOLE

= STORM DRAIN

= SCHEDULE

= SLOPE

= SOUTH

Rd.

RET.

REQ'D

R.P.

RCP

REINF.

R/W

PVRC

R/RAD.

R/C

PVT

PVMNT

PVI

= ROAD

= REINFORCED CONCRETE PIPE

= RETAINING

= REQUIRED

= REFERENCE POST

= REINFORCING

= RIGHT OF WAY

= POINT OF VERTICAL TANGENCY

= POINT OF VERTICAL REVERSE CURVE

= POINT OF VERTICAL INTERSECTION

= RADIUS

= REBAR AND CAP

= PAVEMENT

PP

PT

PT

PVC

POC

PL

= POLYVINYL CHLORIDE PLASTIC

= POINT OF TANGENCY

= POWER POLE

= POINT

= POINT ON CURVE

= PROPERTY LINE

ECR = END OF CURB RETURN

BCR = BEGIN OF CURB RETURN

= HIGH DENSITY POLYETHYLENEHDPE

BOW = BACK OF WALK

FT.

= FEET

1-4 PWR

EXISTING 1-4" POWER CONDUIT

3-4 PWR


2-4 PWR

SHEET

#

NTS

# detail

Ex W

LIMIT OF DISTURBANCE LINE

PHASE 2C BOUNDARY LINE

1-4 COMM

EXISTING 1-4" COMMUNICATION CONDUIT

Ex SS

EXISTING SANITARY SEWER LATERAL

8 SS

EXISTING 8" SANITARY SEWER LINE

6 W

EXISTING 6" WATER LINE

10 W

EXISTING 10" WATER LINE

Ex COMM

EXISTING COMMUNICATION LINE

Ex TELE

EXISTING TELEPHONE LINE

Ex ELEC

EXISTING ELECTRIC LINE

Ex-GAS

EXISTING GAS LINE

1-GAS

EXISTING 1" GAS LINE

1.5 GAS

EXISTING 1-1/2" GAS LINE

2-GAS


4-GAS


AB W

ABANDONED WATER LINE

1 1/4 PE

ABANDONED 1-1/4" SEWER FORCE MAIN

6 SS

PROPOSED 6" SANITARY SEWER LATERAL

8 SD

PROPOSED 8" STORM DRAIN

EXISTING LINES TO BE ABANDONED

4 IRR

EXISTING WATER LATERAL

EXISTING 4" IRRIGATION LINE


ISSUE DATE

ISSUE TITLE

SCALE

DRAWN BY

CHECKED BY

LC-TP


CONSULTANT

OWNER

PROJECT TITLE

SHEET TITLE

REVISIONS

STAMP

27 MAR 2014

100% CD

AS NOTED

-

-

ALL ID

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4-2-3

1-1 E

T. S

EQ

. A

ND

O

TH

ER

LA

WS

.




153 North 100 East

Lehi, Utah 84043

Shadow Ridge Park

C101

ABBREVIATIONS

AND LEGEND

>

>

>

>

>

>

>

>

>

>

////

////

////

////

////

////

////

////

////

////

////

////

////

////

////

////

////

////

//// ////

////

////

////

////

/

/

/

/

/

/

/

/

/

/

/

/

Ex SD

Ex SD

E

x

1

8

S

D

D

TBC=4503.23

TBC=4503.27

TBC=4503.02

TBC=4502.52

TBC=4498.90

TBC=4499.17 TBC=4501.33

FG=4501.47

TBC=4501.73

-

2

.

6

5

%

-

0

.

6

2

%

-

2

.

9

9

%

-

8

.

3

0

%

-

8

.

3

6

%

-

2

.6

0

%

FG=4502.22

FG=4501.29

-1.41%

FG=4509.28

FG=4509.28

FG=4506.27

FG=4506.28

FG=4506.18

FG=4506.19

FG=4503.17

FG=4503.18

FG=4523.00

FG=4522.90

4

5

1

0

4

5

1

5

4520

4

5

1

1

4

5

1

2

4

5

1

3

4

5

1

4

4516

4517

4

5

1

8

4

5

1

9

FG=4532.00

FG=4532.00

FG=4531.95

FG=4531.90

4

5

2

0

4

5

2

5

4

5

2

1

4

5

2

2

4

5

2

3

4

5

2

4

4

5

0

5

4

5

1

0

4

5

1

5

4

5

2

0

4

5

2

5

4

5

0

1

4

5

0

2

4

5

0

3

4

5

0

4

4

5

0

6

4

5

0

7

4

5

0

8

4

5

0

9

4

5

1

1

4

5

1

2

4

5

1

3

4

5

1

4

4

5

1

6

4

5

1

7

4

5

1

8

4

5

1

9

4

5

2

1

4

5

2

2

4

5

2

3

4

5

2

4

4

5

2

6

4

5

2

7

4

5

2

8

4

5

2

9

-1.23%

-1

.5

4%

FG=4502.09

FG=4501.90

FG=4502.39

ISSUE DATE

ISSUE TITLE

SCALE

DRAWN BY

CHECKED BY

LC-TP


CONSULTANT

OWNER

PROJECT TITLE

SHEET TITLE

REVISIONS

STAMP

27 MAR 2014

100% CD

AS NOTED

-

-

ALL ID

EA

S, D

ES

IG

NS

, A

RR

AN

GE

ME

NT

S A

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4-2-3

1-1 E

T. S

EQ

. A

ND

O

TH

ER

LA

WS

.




153 North 100 East

Lehi, Utah 84043

Shadow Ridge Park

GRADING PLAN, W.

C200

GRADING PLAN

Scale : 1" = 20'-0"

1

L200

M

A

T

C

H

L

I

N

E

S

H

E

E

T

C

2

5

0

C

H

A

P

E

L

R

I

D

G

E

B

O

U

L

E

V

A

R

D

BATHROOM

FFE 4502.85

PAVILION

E

X

I

S

T

I

N

G

8

.

5

'

A

S

P

H

A

L

T

P

A

T

H

W

A

Y

EXISTING SIGN

PROPOSED CURB

INLET CATCH BASIN

CONNECT INTO

EXISTING 18" SD

SHADY BEND LANE

INSTALL REVERSE

CURB AND GUTTER

INSTALL STANDARD

CURB AND GUTTER

TRANSITION CURB

AND GUTTER FROM REVERSE

TO STANDARD

INSTALL ROCK

RETAINING WALL

INSTALL ADA RAMP

INSTALL ADA RAMP

INSTALL ADA RAMP

CURB CUT EXISTING

CURB & GUTTER

EXISTING FENCE

INSTALL REVERSE CURB

6030

Scale 1" = 30'

0 30 90

C401

2

C401

1

C403

3

INSTALL CHECK DAM

WITHIN CHANNEL

C401

5

INSTALL ADA PARKING

SIGN

C403

4

>

>

>

>

>

>

>

>

>

>

>

>

>

E

x

S

D

-

8

.

3

6

%

FG=4523.00

FG=4522.90

4520

4

5

1

8

4

5

1

9

FG=4532.00

FG=4532.00

FG=4531.95

FG=4537.95

FG=4538.00

FG=4532.06

FG=4531.90

FG=4531.00

FG=4532.45

FG=4540.14

FG=4541.07

4

5

2

0

4

5

2

5

4

5

2

1

4

5

2

2

4

5

2

3

4

5

2

4

4

5

4

0

4

5

3

8

4

5

3

9

4

5

4

14

5

4

24

5

4

34

5

4

4

4

5

2

0

4

5

2

5

4

5

3

0

4

5

3

5

4

5

4

0

4

5

1

6

4

5

1

7

4

5

1

8

4

5

1

9

4

5

2

1

4

5

2

2

4

5

2

3

4

5

2

4

4

5

2

6

4

5

2

7

4

5

2

8

4

5

2

9

4

5

3

1

4

5

3

2

4

5

3

3

4

5

3

4

4

5

3

6

4

5

3

7

4

5

3

8

4

5

3

9

4

5

4

1

4

5

4

2

4

5

4

3

35.8'

10.0'

-

2

.

0

0

%

ISSUE DATE

ISSUE TITLE

SCALE

DRAWN BY

CHECKED BY

LC-TP


CONSULTANT

OWNER

PROJECT TITLE

SHEET TITLE

REVISIONS

STAMP

27 MAR 2014

100% CD

AS NOTED

-

-

ALL ID

EA

S, D

ES

IG

NS

, A

RR

AN

GE

ME

NT

S A

ND

P

LA

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.




153 North 100 East

Lehi, Utah 84043

Shadow Ridge Park

GRADING PLAN, E.

C250

M

A

T

C

H

L

I

N

E

S

H

E

E

T

C

2

0

0

GRADING PLAN

Scale : 1" = 20'-0"

1

L250

C

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A

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A

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INSTALL ROCK

RETAINING WALL

6030

Scale 1" = 30'

0 30 90

EX SD TO BE ABANDONED

INSTALL RETAINING WALL

C403

2

END RETAINING

WALL

END RETAINING

WALL

INSTALL CHECK DAM

WITHIN CHANNEL

C401

5

TBC=4503.27TBC=4502.52

TBC=4499.17

FG=4501.47

-

2

.

6

5

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-

8

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3

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8

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3

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FG=4501.70

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FG=4538.00

4

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4

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>

>

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////

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////

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////

////

////

////////

////

////

////

////

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/

/

/

/

/

/

/

/

/

/

/

//// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// ////

//// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// ////

Ex SD

Ex SD

E

x

1

8

S

D

D

E

x

S

D

ISSUE DATE

ISSUE TITLE

SCALE

DRAWN BY

CHECKED BY

LC-TP


CONSULTANT

OWNER

PROJECT TITLE

SHEET TITLE

REVISIONS

STAMP

27 MAR 2014

100% CD

AS NOTED

-

-

ALL ID

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, A

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.




153 North 100 East

Lehi, Utah 84043

Shadow Ridge Park

DRAINAGE PLAN

C275

DRAINAGE PLAN

Scale : 1" = 30'-0"

1

L200

C

H

A

P

E

L

R

I

D

G

E

B

O

U

L

E

V

A

R

D

BATHROOM

PAVILION

E

X

I

S

T

I

N

G

8

.

5

'

A

S

P

H

A

L

T

P

A

T

H

W

A

Y

CONNECT INTO

EXISTING 18" SD

RELEASE @ 0.2 CFS/ACRE

1

2

3

DRAINAGE BASIN

DELINIATION

T

R

A

V

E

R

S

E

M

O

U

N

T

A

I

N

B

O

U

L

E

V

A

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D

SHADY BEND LANE

NOTE:

FINISHED GRADE AND EXISTING GRADE CONTOURS ARE SHOWN AT 5' MINOR AND 10'

MAJOR INTERVALS.

STORM WATER

RETENTION

OBTAINED IN

DRAINAGE SWALE

STORM WATER

RETENTION AREA

INSTALL CURB INLET

6030

Scale 1" = 30'

0 30 90

1

-

4

P

W

R

1

-

4

P

W

R

1

-

4

P

W

R

1

-

4

P

W

R

1

-

4

P

W

R

1-4 P

WR

1

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4

P

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R

1

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4

P

W

R

1

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4

P

W

R

1

-

4

P

W

R

1

-

4

P

W

R

1-4 P

WR

>

>

>

>

>

>

>

>

>

>

////

////

////

////

////

////

////

////

////

////

////

////

////

////

////

////

////

////

////////

////

////

////

////

/

/

/

/

/

/

/

/

/

/

/

/

Ex SD

Ex SD

E

x

1

8

S

D

D

Ex 8 W

Ex 8 W

Ex 8 W

E

x

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W

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x

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W

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x

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W

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x

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3

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3

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4

W

3

I

4

W

3

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4

W

3

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W

3

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Ex 8 IRR

Ex 8 IRR

Ex 8 IRR

E

x

8

I

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R

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x

8

I

R

R

E

x

8

I

R

R

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R

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x

8

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R

R

E

x

E

L

E

C

CU

T

CU

T

ISSUE DATE

ISSUE TITLE

SCALE

DRAWN BY

CHECKED BY

LC-TP


CONSULTANT

OWNER

PROJECT TITLE

SHEET TITLE

REVISIONS

STAMP

27 MAR 2014

100% CD

AS NOTED

-

-

ALL ID

EA

S, D

ES

IG

NS

, A

RR

AN

GE

ME

NT

S A

ND

P

LA

NS

IN

DIC

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ED

B

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D

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4-2-3

1-1 E

T. S

EQ

. A

ND

O

TH

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LA

WS

.




153 North 100 East

Lehi, Utah 84043

Shadow Ridge Park

UTILITY PLAN, W.

C300

UTILIY PLAN

Scale : 1" = 20'-0"

1

L300

M

A

T

C

H

L

I

N

E

S

H

E

E

T

C

3

5

0

C

H

A

P

E

L

R

I

D

G

E

B

O

U

L

E

V

A

R

D

BATHROOM

FFE 4502.85

PAVILION

E

X

I

S

T

I

N

G

8

.

5

'

A

S

P

H

A

L

T

P

A

T

H

W

A

Y

EXISTING SIGN

(PROTECT IN PLACE)

CONNECT INOTO

EXISTING SSMH

RIM ELEV = 4499.01

INV ELEV = 4487.91

EXISTING

FIRE HYDRANT

EXISTING STORM

DRAIN MH

INSTALL 4x4 STORM DRAIN

CATCH BASIN ON EXISTING 18"

STORM DRAIN

RIM=4449.03

INV=4495.62

SUMP =4493.62

INSTALL 2' X 4' PRECAST

CONCRETE CATCH BASIN

TBC =4498.90

INV =4495.65

SUMP =4493.65

PROPOSED

4" POWER CONDUIT

FOR TENNIS COURTS

(BY OTHERS)

EXISTING TRANSFORMER,

CONNECT POWER FROM

HERE

INSTALL 4" PVC

SDR-35 SEWER LINE

L=68.6' S=2.0% MIN

CONNECT INTO

EXISTING 8" SEWER LINE W/ 4"

NOSE ON CONNECTION AND

SADDLE

6030

Scale 1" = 30'

0 30 90

C402

4

INSTALL 18" RCP

STORM DRAIN LINE

L=6.9' S=0.5%

INSTALL 4" TEMPORARY

SEWER CAP TO BE

REMOVED UPON

CONNECTION TO THE

BUILDING PLUMBING

INV = 4491.19'

INSTALL 8" SDR-35 PVC

SANITARY SEWER LINE

L = 74.05' @ 2.00% SLOPE

INSTALL 4' NEW SSMH

RIM ELEV = 4499.88

INV ELEV = 4488.06

EV4488.06DETERMINED BY

SLOPE OF CONNECTING

LINE)

INSTALL 3/4" HDPE PE

3408 WATER LATERAL

L=457'

EXISTING BURIED POWER LINE

(CONTRACTOR TO FIELD VERIFY

LOCATION)

T-PATCH ROAD UTILITY

CONNECTIONS

C402

1

C401

3

EXISTING STREET

LIGHT

1

-

4

P

W

R

1

-

4

P

W

R

1

-

4

P

W

R

1

-

4

P

W

R

1

-

4

P

W

R

1

-

4

P

W

R

1

-

4

P

W

R

1

-

4

P

W

R

1

-

4

P

W

R

1

-

4

P

W

R

>

>

>

>

>

>

>

>

>

>

>

>

>

E

x

S

D

E

x

8

W

E

x

8

W

E

x

8

W

E

x

8

W

E

x

8

W

E

x

8

W

E

x

8

W

E

x

8

W

E

x

8

W

3I4

W

3

I

4

W

3

I

4

W

3

I

4

W

3

I

4

W

3

I

4

W

3

I

4

W

3

I

4

W

E

x

8

I

R

R

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x

8

I

R

R

E

x

8

I

R

R

E

x

8

I

R

R

E

x

8

I

R

R

E

x

8

I

R

R

E

x

8

I

R

R

E

x

8

I

R

R

E

x

8

I

R

R

E

x

8

I

R

R

E

x

E

L

E

C

E

x

E

L

E

C

E

x

E

L

E

C

E

x

E

L

E

C

E

x

E

L

E

C

ISSUE DATE

ISSUE TITLE

SCALE

DRAWN BY

CHECKED BY

LC-TP


CONSULTANT

OWNER

PROJECT TITLE

SHEET TITLE

REVISIONS

STAMP

27 MAR 2014

100% CD

AS NOTED

-

-

ALL ID

EA

S, D

ES

IG

NS

, A

RR

AN

GE

ME

NT

S A

ND

P

LA

NS

IN

DIC

AT

ED

O

R R

EP

RE

SE

NT

ED

B

Y T

HIS

D

RA

WIN

G A

RE

O

WN

ED

B

Y A

ND

T

HE

P

RO

PE

RT

Y O

F C

OLO

NY

D

ES

IG

N C

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CT

IV

E LLC

A

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W

ER

E C

RE

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, E

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LV

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, A

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D

EV

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153 North 100 East

Lehi, Utah 84043

Shadow Ridge Park

UTILITY PLAN, E.

C350

UTILITY PLAN

Scale : 1" = 20'-0"

1

L350

M

A

T

C

H

L

I

N

E

S

H

E

E

T

C

2

0

0

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B

O

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E

V

A

R

D

PROPOSED

4" POWER CONDUIT

FOR TENNIS COURTS

(BY OTHERS)

6030

Scale 1" = 30'

0 30 90

INSTALL 3/4" SERVICE

TAP INTO EXISTING

WATER LINE

C402

2

IRRIGATION LINE CONNECTION,

SHARED TRENCH WITH

CULINARY WATER, SEE

IRRIGATION PLANS

PROPOSED

3

4

" WATER METER

C402

3

EXISTING TRANSFORMER

EXISTING BURIED POWER LINE

(CONTRACTOR TO FIELD VERIFY

LOCATION)

T-PATCH ROAD OVER

UTILITY CONNECTIONS

C402

1

INSTALL BACKFLOW

PREVENTOR INSIDE

AMERICAN BACKFLOW SPECIALTIES

HOT BOX HOT ROK UNIT NUMBER HR75

INSTALL 3/4" HDPE PE

3408 WATER LATERAL

L=116' FOR DRINKING

FOUNTAIN CONNECTION

INSTALL DRINKING

FOUNTAIN, SEE

LANDSCAPING

PLANS

>

>

>

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//// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// ////

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X

X

ISSUE DATE

ISSUE TITLE

SCALE

DRAWN BY

CHECKED BY

LC-TP


CONSULTANT

OWNER

PROJECT TITLE

SHEET TITLE

REVISIONS

STAMP

27 MAR 2014

100% CD

AS NOTED

-

-

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153 North 100 East

Lehi, Utah 84043

Shadow Ridge Park

EROSION CONTROL

PLAN

C375

EROSION CONTROL PLAN

Scale : 1" = 30'-0"

1

L375

C

H

A

P

E

L

R

I

D

G

E

B

O

U

L

E

V

A

R

D

BATHROOM

PAVILION

E

X

I

S

T

I

N

G

8

.

5

'

A

S

P

H

A

L

T

P

A

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H

W

A

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INSTALL STABILIZED

CONSTRUCTION ENTRANCE

T

R

A

V

E

R

S

E

M

O

U

N

T

A

I

N

B

O

U

L

E

V

A

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D

SHADY BEND LANE

STORM WATER

RETENTION AREA

INSTALL GRAVEL

BAG INLET PROTECTION

AFTER STORM DRAIN

CATCH BASIN IS INSTALLED

(TO REMAIN DURING CONSTRUCTION)

S

H

E

E

T

F

L

O

W

6.0

' MA

XIM

UM

General Silt Fence Notes

1. WHERE POSSIBLE, LAYOUT THE SILT FENCE 5.0' TO 10.0'

BEYOND THE TOE OF SLOPE.

2. ALIGN THE FENCE ALONG THE CONTOUR AS CLOSE AS POSSIBLE.

3. WHEN EXCAVATING THE TRENCH, USE MACHINERY THAT

WILL PRODUCE NO MORE THAN THE DESIRED DIMENSIONS.

4. EXTEND THE BOTTOM 3" OF FILTER FABRIC TO LINE ALL

THREE SIDES OF THE TRENCH.

5. TO AVOID EXCESSIVE PONDING OF WATER AT LOW POINTS ALONG

THE FENCE, PROVIDE AN OPENING IN THE SILT FENCE AND INSTALL

A CHECK DAM.

6. AVOID USING JOINTS ALONG THE FENCE AS MUCH AS POSSIBLE.

IF A JOINT IS NECESSARY, SPLICE THE FILTER FABRIC AT A POST WITH

A 0.50' OVERLAPS AND SECURELY FASTEN BOTH ENDS TO THE POST.

7. MAINTAIN A PROPERLY FUNCTIONING SILT FENCE THROUGHOUT THE

DURATION OF THE PROJECT OR UNTIL DISTURBED AREAS HAVE BEEN

VEGETATED.

3'

LEGEND

EXISTING FENCE

SILT FENCE

STABILIZED CONSTRUCTION

ENTRANCE

GRAVEL BAG STORM DRAIN

INLET PROTECTION

6030

Scale 1" = 30'

0 30 90

STABILIZED CONSTRUCTION ENTRANCE NOTES:

1. STONE SIZE - USE 4" STONE, OR RECLAIMED CONCRETE

EQUIVALENT.

2. LENGTH - AS REQUIRED, BUT NOT LESS THAN 50 FEET

3. THICKNESS - NOT LESS THAN EIGHT (8) INCHES.

4. WIDTH - TEN (10) FOOT MINIMUM, BUT NOT LESS THAN THE FULL

WIDTH AT POINTS WHERE INGRESS OF EGRESS OCCURS.

5. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED

TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS

THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH

5:1 SIDE SLOPES WILL BE PERMITTED.

6. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A

CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF

SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE

PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS

DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO

TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR

TRACKED ONTO PUBLIC RIGHT-OF-WAYS MUST BE REMOVED

IMMEDIATELY.

7. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE

PROVIDED AFTER EACH RAINFALL.

PLAN

10' MIN.

10' MIN.

10' MIN.

EXISTING PAVEMENT

50' MIN.

6" MIN.

STABILIZED CONSTRUCTION ENTRANCE

SILT FENCE DETAIL

INSTALL SILT FENCE

EXISTING RESIDENTIAL FENCES

ARE CONSTRUCTION LIMITS

INSTALL SILT ALONG THE

BACK OF EXISTING

SIDEWALK

X X X X

FILTER FABRIC

WRAPPED IN FILTER FABRIC

CURB OR FLAT GRATE INLET

DRAIN ROCK

GRAVEL BAGS OVER

INLET

DRAIN

ROCK

FABRIC

FILTER

GRAVEL BAGS OVER

FILTER FABRIC

GROUND

A

A

SECTION A-A

SCALE: NONE

GRAVEL BAG INLET PROTECTION

PROPERTY

BOUNDARY

INSTALL GRAVEL

BAG INLET PROTECTION

ON EXISTING STORM DRAIN CATCH BASIN

(CAN BE REMOVED WHEN CONNECTED

INTO NEW CATCH BASIN)

CONSTRUCTION FENCE TO BE

INSTALLED AT BACK OF EXISTING

SIDEWALK. SEE SHEET L100, L150

& DETAIL 2/L440

ISSUE DATE

ISSUE TITLE

SCALE

DRAWN BY

CHECKED BY

LC-TP


CONSULTANT

OWNER

PROJECT TITLE

SHEET TITLE

REVISIONS

STAMP

27 MAR 2014

100% CD

AS NOTED

-

-

ALL ID

EA

S, D

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NS

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. A

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.




153 North 100 East

Lehi, Utah 84043

Shadow Ridge Park

C400

4000 PSI CONCRETE

METAL KEYWAY

2'-6"3'-6"

1'-6"

GROUND SLEEVE

1'-0" 8" MIN

NET CENTER STRAP ANCHOR

4000 PSI CONCRETE

1/2'R

8" MIN. IMPORTED UNTREATED BASECOURSE COMPACTED T0 95%COMPACTION PER ASTM-1557

1'-6"

2'-0"

KEYED CONSTRUCTION JOINTALIGNED WITH TENNIS NETLINE

COURT SLAB

8" BASE COURSE LAYER

3'-0" TYPICAL

AS REQUIRED

AS REQUIRED

11"

CABLE ANCHOR- TYPICAL

EDGE OF TENNIS

1/2"Ø CABLES

COURT SLAB

EDGE OF TENNISCOURT SLAB 3'-0" TYPICAL

11"

1/2"Ø CABLES

2" CHAIR @ EVERY CABLE CROSSING

4000 PSI CONCRETE

6" MINIMUM COMPACTED UNTREATED BASE COURSE LAYER

1/2"Ø CABLES

TWO LAYERS 6 MIL POLYETHYLENE VAPOR BARRIER

5"

5"

#4 EPOXY COATEDREBAR CONTINUOUS TIED IN AT ANCHORABOVE AND BELOW

NOTE: ALL CABLES DAMAGEDDURING CONSTRUCTIONSHALL BE REPLACED

NET POST SETIN GALVANIZED

2'-0"

REMOVABLE

1'-3"

NTS

1 TYPICAL NET POST DETAIL

NTS

2 TYPICAL NET CENTER STRAP ANCHOR

NTS

3 TYPICAL CABLE LAYOUT

NTS

4 METAL KEYWAY/CONSTRUCTION POST DETAIL

NTS

7 TYPICAL PERIMETER BEAM SECTION

NTS

6 ALTERNATE EXPANSION JOINT WITH SLIP DOWEL

5"

EXPANSION JOINT FILLER PLASTIC SLEEVE SLIP DOWEL

212"

#4 REBAR 24" LONG @ 18" O.C

12"

EXPANSION JOINT. WHITECAPSPEED DOWEL, OR EQUAL

PLASTIC SLEEVE SLIP DOWELEXPANSION JOINT. WHITECAP

SPEED DOWEL, OR EQUAL

NTS

5 TENNIS COURT RETAINING WALL INTERFACE DETAIL

MIRAFI FABRIC

PROPOSED RETAINING WALLSEE SCHEDULE ON SHEET C403


NTS

9 TYPICAL TENNIS COURT CONCRETE SLAB SECTION



1'-0" TYP

1'-0" TYP

FLUSH CONCRETE

MORTAR PATCH

ALL CABLE ANCHORS

AFTER FINAL TIGHTENING

TWO CONTINUOUS REBARS 2" CLEAR

FENCE POST FOUNDATION

EXTENDS 30" IN DEPTH

SQUARE NET POST

1'-0" 8" MIN

8"

MAXIMUM SPACING 8'-0" O.C.

1/2'R

8" MIN. IMPORTED UNTREATED BASECOURSE COMPACTED T0 95%COMPACTION PER ASTM-1557

4000 PSI CONCRETE

VARIES

5"#4 EPOXY COATEDREBAR CONTINUOUS TIED IN AT ANCHORABOVE AND BELOW

CHAIN LINK FENCEPOSTS BEYOND

PLACE FABRIC ON THE COURT SIDE OF POSTS

2'-0"FLUSH CONCRETE

MORTAR PATCH

ALL CABLE ANCHORS

AFTER FINAL TIGHTENING

TWO CONTINUOUS REBARS 2" CLEAR

NTS

8 TYPICAL PERIMETER FENCE POST SECTION

2'-6"

1'-0"


2'-0"

6"

NOTE:

CONTRACTOR RESPONSIBLE FOR CONSTRUCTING TENNIS

COURTS MUST CERTIFIED BY THE FOLLOWING.

ASBA - AMERICAN SPORTS BUILDERS ASSOCIATION

PTI - POST-TENSIONING INSTITUTE

ACI - AMERICAN CONCRETE INSTITUTE

ISSUE DATE

ISSUE TITLE

SCALE

DRAWN BY

CHECKED BY

LC-TP


CONSULTANT

OWNER

PROJECT TITLE

SHEET TITLE

REVISIONS

STAMP

27 MAR 2014

100% CD

AS NOTED

-

-

ALL ID

EA

S, D

ES

IG

NS

, A

RR

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153 North 100 East

Lehi, Utah 84043

Shadow Ridge Park

DETAILS

C401

6"

CONCRETE AREA = 1.347 SQ. FT.

UNTREATED

BASE COURSE

ASPHALT PAVING

24"

R=1"

12"

6"

R=

1

2

"

6"

NOTES:

1. UNTREATED BASE COURSE:

PROVIDE MATERIAL AS PER

SPECIFICATIONS. DO NOT USE

GRAVEL OR SEWER ROCK.

PLACE AS PER

SPECIFICATIONS. COMPACT AS

STATED IN SPECIFICATIONS TO

A MODIFIED PROCTOR DENSITY

OF 95 PERCENT OR GREATER.

MAXIMUM LIFT THICKNESS IS

8-INCHES BEFORE

COMPACTION.

2. CONCRETE: CURBS SHALL

BE CONSTRUCTED OF 4000 PSI

CONCRETE..

A. IF NECESSARY, PROVIDE

CONCRETE THAT ACHIEVES

DESIGN STRENGTH IN LESS

THAN 7 DAYS. USE CAUTION,

HOWEVER AS SPIDER CRACKS

DEVELOP IF AIR TEMPERATURE

EXCEEDS 90 DEGREES F.

B. UNLESS SHOWN

OTHERWISE, PROVIDE 1/2 INCH

RADIUS ON CONCRETE EDGES

EXPOSED TO PUBLIC VIEW.

3. EXPANSION JOINTS:

FULL DEPTH 1/2 INCH

THICK TYPE

F1 JOINT FILLER

MATERIAL PER

SPECIFICATIONS. SET

TOP OF FILLER FLUSH

WITH SURFACE FOR

CONCRETE. PLACE

JOINTS TO MATCH

EXPANSION JOINT

LOCATIONS IN SIDEWALK.

4. CONTRACTION JOINTS:

PLACE JOINTS AT 10 FEET

INTERVALS. MAKE ALL

JOINTS AT LEAST 1/8 INCH

WIDE AND 2 INCHES DEEP.

2"

12"

6"

2-CLEANOUT REQUIRED AT 150' MAX. SPACING

1-CLEANOUT REQUIRED AT OUTSIDE OF BUILDING

AND AT CHANGE IN DIRECTION, WHERE TOTAL

NOTES:

AGGREGATE CHANGE EXCEED

S 135°

FROM BLDG

TO SEWER MAIN

NTS

1 24" On-Site Concrete Curb and Reverse Gutter Detail

NTS

4 Sanitary Sewer Cleanout Detail

NTS

2 24" On-Site Concrete Curb and Gutter Detail

6"

CONCRETE AREA = 1.347 SQ. FT.

FINISHED GRADE OF COMPACTED

ASPHALT PAVING

3

8

" ABOVE

CONCRETE GUTTER LIP.

8"

24"

12"

6"

6"

3. EXPANSION JOINTS: FULL DEPTH

1/2 INCH THICK TYPE

F1 JOINT FILLER MATERIAL PER

SPECIFICATIONS. SET

TOP OF FILLER FLUSH WITH

SURFACE FOR CONCRETE. PLACE

JOINTS TO MATCH EXPANSION

JOINT LOCATIONS IN SIDEWALK.

4. CONTRACTION JOINTS: PLACE

JOINTS AT 10 FEET INTERVALS.

MAKE ALL JOINTS AT LEAST 1/8 INCH

WIDE AND 2 INCHES DEEP.

R=1"

R=1/2"

UNTREATED

BASE COURSE

ASPHALT PAVING

NOTES:

1. UNTREATED BASE COURSE:

PROVIDE MATERIAL AS PER

SPECIFICATIONS. DO NOT USE

GRAVEL OR SEWER ROCK.

PLACE AS PER SPECIFICATIONS.

COMPACT AS STATED IN

SPECIFICATIONS TO A MODIFIED

PROCTOR DENSITY OF 95 PERCENT

OR GREATER.

MAXIMUM LIFT THICKNESS IS

6-INCHES BEFORE COMPACTION.

2. CONCRETE: CURBS SHALL BE

CONSTRUCTED OF 3000 PSI

CONCRETE..

A. IF NECESSARY, PROVIDE

CONCRETE THAT ACHIEVES

DESIGN STRENGTH IN LESS THAN 7

DAYS. USE CAUTION, HOWEVER AS

SPIDER CRACKS DEVELOP IF AIR

TEMPERATURE EXCEEDS 90 DEGREES

B. UNLESS SHOWN OTHERWISE,

PROVIDE 1/2 INCH RADIUS ON

CONCRETE EDGES EXPOSED TO

PUBLIC VIEW.

2" THICK BENTONITE

CLAY LAYER

1:1.5 MAXIMUM SIDE SLOPE

FLOW

FLOW

1' MIN

NTS

5 Channel and Check Dam Detail

HIGH WATER RETENTION

NTS

3 Concentric Manhole Detail

6" MIN. GRAVEL BASE

SHAFT RINGS AS NEEDED

(1',2',3',4' LENGTHS)

PRE FORMED PLASTIC GASKET

12" MIN.

VARIES

#4 BARS @ 12" O.C. BOTH WAYS

CAST IN PLACE SLAB

FINISH GRADE

SLOPE TO PIPE

RCP CLASS III RISER IF NEEDED

PER ASTM C 478

SEAL WITH KENT SEAL, RAM NECK OR EQUAL

PRECAST RINGS TO PROPER ELEVATION

FRAME

MANHOLE COVER &

30"

10"

PIPE

4.0' - 5.0'

REMOVE TOP

PORTION OF

2' MIN

COVER

OVER PIPE

CONCRETE COLLAR REQ'D

2' TYP

GRANULAR STREAM LININGS

(SEE LANDSCAPING PLANS)

1' MIN

INSTALL NON-WOVEN

FILTER FABRIC OVER

BENTONITE CLAY LAYER

BURY ENDS OF NON-WOVEN

FILTER FABRIC

ISSUE DATE

ISSUE TITLE

SCALE

DRAWN BY

CHECKED BY

LC-TP


CONSULTANT

OWNER

PROJECT TITLE

SHEET TITLE

REVISIONS

STAMP

27 MAR 2014

100% CD

AS NOTED

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153 North 100 East

Lehi, Utah 84043

Shadow Ridge Park

DETAILS

C402

48" MIN.

6" MIN.

30° ANGLE OR AS

REQUIRED BY UTILITY

PROVIDER

A

B

C OR D

(NOTE 2)

E

LEGEND

ITEM DESCRIPTIONNo.

SERVICE PIPE

CORPORATION STOP

SERVICE SADDLE CLAMP

WATER MAIN PIPE

A

B

C

D

E

FURNISHED BY UTILITY AGENCY*

*

TYPE - PER PLAN

BRASS

(D.I. , C.I. , A.C.)

3/4" and 1" Service Tap - Plan No. 551

SERVICE SADDLE CLAMP(P.V.C..)

(D.I. , C.I. , A.C. , P.V.C.)

DI AND CI PIPE MAY BE DIRECTLY TAPPED*

1. TAPPING: PLACE TAPS A MINIMUM OF 24" APART. USE A TAPPING TOOL THAT IS SIZED

CORRESPONDING TO THE

SIZE OF THE SERVICE LINE TO BE INSTALLED. NO TAPS WITHIN 24" OF END OF PIPE.

2. PVC OR AC PIPE: A SERVICE SADDLE CLAMP IS REQUIRED ON ALL PVC AND AC PIPE.

3. TAPE: TEFLON TAPE IS REQUIRED ON ALL TAPS.

4. INSPECTION: PRIOR TO BACKFILLING AROUND TAPS, SECURE INSPECTION BY SERVICE

PROVIDER.

5. BACKFILL: PROVIDE AND PLACE PER APWA SECTION 33 05 20. COMPACT PER APWA

SECTION 31 23 26 TO A MODIFIED PROCTOR DENSITY OF 95 PERCENT OR GREATER.

MAXIMUM LIFT

THICKNESS IS 8 INCHES BEFORE COMPACTION.

WATER METER

NOTES 4 AND 5

CROSS-BAR REQUIRED

LEGEND

ITEM DESCRIPTIONNo.

FRAME AND COVER

METER BOX

(18" TO 21" DIAMETER)

(30" TO 36" DEEP)

3/4" METER YOKE

1" METER YOKE

SERVICE PIPE

A

B

C

D

E

FURNISHED BY UTILITY AGENCY*

*

CAST IRON COVER (grass)

DUCTILE IRON COVER (driveway)

CORRUGATED PE, PVC, CMP, OR

MATERIAL ACCEPTABLE TO AGENCY

OPTIONAL BACKFLOW PROTECTION

PER AGENCY REQUIREMENTS

OPTIONAL BACKFLOW PROTECTION

PER AGENCY REQUIREMENTS

TYPE - PER PLAN

3/4" and 1" meter - Plan No. 521

A

B

C D

E E

DO NOT PLACE

ANY BACKFILL

IN METER BOX

FLARED JOINT

FLA

RE

D JO

IN

T

18" M

IN

.

20" M

AX

.

FR

OS

T LIN

E +

12"

OR

42" M

IN

IM

UM

1. METER PLACEMENT:

A. IN NEW CONSTRUCTION, INSTALL METER PER AGENCY REQUIREMENTS.

B. DO NOT INSTALL METERS UNDER DRIVEWAY APPROACHES, SIDEWALKS, OR CURB AND

GUTTER.

2. PIPE: INSTALL PIPE PER PLAN ON SITE

3. BYPASS VALVE: LOCK IN OFF POSITION.

4. BLOCKING: USE CLAY BRICK OR CONCRETE BLOCK.

5. VAULT BOX:

A. CENTER FRAME AND COVER OVER WATER METER.

B. ALLOW 1 INCH CLEARANCE AROUND WATERLINE WHERE LINE PASSES THROUGH WALL.

SEAL OPENING WITH COMPRESSIBLE SEAL.

6. INSPECTION: PRIOR TO BACKFILLING AROUND METER BOX, SECURE INSPECTION OF

INSTALLATION BY UTILITY PROVIDER.

7. BACKFILL: PROVIDE AND PLACE PER APWA SECTION 33 05 20. COMPACT PER APWA

SECTION 31 23 26 TO A MODIFIED PROCTOR DENSITY OF 95 PERCENT OR GREATER.

TRANSITION

COUPLER

PIPE MATERIAL

PER PLAN

NTS

2 3/4" and 1" Service Tap Detail

NTS

3 3/4" and 1" Water Meter Detail

HAUNCHING

PIPE

EMBEDMENT

INITIAL

BACKFILL

BEDDING

IMPORTED 3/4" MINUS OR

ENGINEER APPROVED BACKFILL

FINAL

BACKFILL

TRENCH BACKFILL NATIVE

MATERIAL 6" MINUS

AS PER

MANUFACTURE'S

RECOMMENDATIONS

FINISH GRADE

PLANT MIX ASPHALT

3

4

" AGGREGATE PG 64-22 REQ'D

FINISH GRADE

8" UNTREATED BASE

COURSE TYPE W

8"

PLANT MIX ASPHALT

1

2

" AGGREGATE PG 64-22 REQ'D

TRENCH CUT 1.0'1.0'

REPAVING

CUT

NOTES:

1. ALL UTILITY PIPING REQUIRES WARNING TAPE.

WARNING TAPE SHALL BE INSTALLED 2.0' ABOVE

PIPE ALONG THE ENTIRE LENGTH INCLUDING

SERVICE LATERALS. TAPE SHALL BE LABELED

ACCORDING TO UTILITY.

2. REFER TO PLANS FOR FINISH GRADES AND

SURFACING.

3. ASPHALT TO BE PG-64-28 COMPACTION

BENEATH ROADWAYS SHALL BE 95% MODIFIED

PROCTOR.

4. 3/4" MINUS GRADATION TO BE 100% PASSING

THE 3/4" SIEVE WITH NO MORE THAN 8% PASSING

THE NUMBER 200 SIEVE.

5. "SQUEEGEE" AND/OR "PEA GRAVEL" ARE NOT

ALLOWED WITHIN THE PIPE ZONE.

6. 12 GAUGE TRACER WIRE SHALL BE PLACED

ALONG THE TOP OF ALL PIPE AND SHALL BE TIED

TO ALL VALVES AND HYDRANTS. SPLICING BOXES

SHALL BE USED FOR ALL JUNCTIONS AND

TERMINATIONS OF THE TRACER WIRE NOT

TERMINATED AT VALVE BOXES.

1. WARNING TAPE FOR ONSITE UTILITIES TO BE

INSTALLED AT OWNERS DISCRETION. ALL PIPING

IN R/W REQUIRES WARNING TAPE. WARNING TAPE

SHALL BE INSTALLED ABOVE THE TOP OF PIPE

ALONG THE ENTIRE LENGTH. TAPE SHALL BE

LABELED APPROPRIATELY.

FOIL TYPE WARNING TAPE

SEE NOTE 1

TRACER WIRE

SEE NOTE 6

2.0'

7. UNTREATED BASE COURSE, PROVIDE

MATERIALS SPECIFIED IN UDOT STANDARD

SPECIFICATION 02721. DO NOT USE GRAVEL AS

SUBSTITUTE FOR UTBC. PLACE MATERIAL PER

APWA STANDARD SPECIFICATION 32 05 10.

COMPACT PER APWA STANDARD SPECIFICATION

31 23 26 TO A MODIFIED PROCTOR DENSITY OF

95%. MAXIMUM LIFT THICKNESS 8".

NTS

1 Utility Trenching w/ T-Patch Detail

NTS

4 Curb Inlet Detail

2" MIN. DROP

TO CURB FACE INLET

2" MIN. DROP

TO CURB FACE INLET

5.0'

12"

6"

6"

MIN.

BICYCLE SAFE

GRATE AND FRAME

REQ'D

PLAN VIEW

NTS

TBC

W

A

R

P

L

I

N

E

W

A

R

P

L

I

N

E

VARIES 5.0'

VARIES

VARIES

6"

6"

SIDE VIEW

NTS

PRE-CAST CONCRETE

BASIN

PA

VIN

G

FIN

ISH

GR

AD

E

UTBC

6"

TBC

LIP OF GUTTER

LIP OF GUTTER

METAL CURB INLET

IF REQUIRED - SEE

PLANS

METAL CURB INLET

IF REQUIRED - SEE

PLANS

BICYCLE SAFE

GRATE AND FRAME

REQ'D

ABBREVIATIONS AND LEGEND - Lehi City

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