ABBREVIATIONS AND LEGEND - Lehi City
Transcript of ABBREVIATIONS AND LEGEND - Lehi City
ISSUE DATE
ISSUE TITLE
SCALE
DRAWN BY
CHECKED BY
LC-TP
MARK | DATE | DESCRIPTION
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
OLLE
CT
IV
E LLC
A
ND
W
ER
E C
RE
AT
ED
, E
VO
LV
ED
, A
ND
D
EV
EL
OP
ED
F
OR
U
SE
O
N A
ND
IN
C
ON
NE
CT
IO
N W
IT
H T
HE
S
PE
CIF
IE
D P
RO
JE
CT
. N
ON
E O
F T
HE
ID
EA
S, D
ES
IG
NS
, A
RR
AN
GE
ME
NT
S O
R P
LA
NS
S
HA
LL
B
E U
SE
D B
Y O
R D
IS
CLO
SE
D T
O A
NY
P
ER
SO
N, F
IR
M, O
R
CO
RP
OR
AT
IO
N F
OR
A
NY
P
UR
PO
SE
W
HA
TS
OE
VE
R W
IT
HO
UT
W
RIT
TE
N C
ON
SE
NT
O
F C
OLO
NY
D
ES
IG
N C
OLLE
CT
IV
E LLC
. W
RIT
TE
N D
IM
EN
SIO
NS
O
N T
HE
SE
D
RA
WIN
GS
S
HA
LL H
AV
E P
RE
CE
DE
NC
E O
VE
R S
CA
LE
D
IM
EN
SIO
NS
. C
ON
TR
AC
TO
RS
S
HA
LL
V
ER
IF
Y A
ND
B
E R
ES
PO
NS
IB
LE
F
OR
A
LL
D
IM
EN
SIO
NS
A
ND
C
ON
DIT
IO
NS
O
N T
HE
JO
B A
ND
T
HIS
O
FF
IC
E M
US
T B
E N
OT
IF
IE
D O
F A
NY
V
AR
IA
TIO
N F
RO
M T
HE
D
IM
EN
SIO
NS
A
ND
CO
ND
IT
IO
NS
S
HO
WN
B
Y T
HE
SE
D
RA
WIN
GS
. W
AR
NIN
G: R
EP
RO
DU
CT
IO
N H
ER
EO
F IS
A
C
RIM
IN
AL O
FF
EN
SE
U
ND
ER
18 U
.S
.C
. S
EC
. 506. U
NA
UT
HO
RIZ
ED
D
IS
CLO
SU
RE
M
AY
C
ON
ST
IT
UT
E T
RA
DE
S
EC
RE
T M
IS
AP
PR
OP
RIA
TIO
N IN
V
IO
LA
TIO
N O
F I.C
.2
4-2-3
1-1 E
T. S
EQ
. A
ND
O
TH
ER
LA
WS
.
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
EXISTING 3-4" POWER CONDUIT
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
EXISTING 2" GAS LINE
4-GAS
EXISTING 4" GAS LINE
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
EXISTING 2-4" POWER CONDUIT
ISSUE DATE
ISSUE TITLE
SCALE
DRAWN BY
CHECKED BY
LC-TP
MARK | DATE | DESCRIPTION
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
OLLE
CT
IV
E LLC
A
ND
W
ER
E C
RE
AT
ED
, E
VO
LV
ED
, A
ND
D
EV
EL
OP
ED
F
OR
U
SE
O
N A
ND
IN
C
ON
NE
CT
IO
N W
IT
H T
HE
S
PE
CIF
IE
D P
RO
JE
CT
. N
ON
E O
F T
HE
ID
EA
S, D
ES
IG
NS
, A
RR
AN
GE
ME
NT
S O
R P
LA
NS
S
HA
LL
B
E U
SE
D B
Y O
R D
IS
CLO
SE
D T
O A
NY
P
ER
SO
N, F
IR
M, O
R
CO
RP
OR
AT
IO
N F
OR
A
NY
P
UR
PO
SE
W
HA
TS
OE
VE
R W
IT
HO
UT
W
RIT
TE
N C
ON
SE
NT
O
F C
OLO
NY
D
ES
IG
N C
OLLE
CT
IV
E LLC
. W
RIT
TE
N D
IM
EN
SIO
NS
O
N T
HE
SE
D
RA
WIN
GS
S
HA
LL H
AV
E P
RE
CE
DE
NC
E O
VE
R S
CA
LE
D
IM
EN
SIO
NS
. C
ON
TR
AC
TO
RS
S
HA
LL
V
ER
IF
Y A
ND
B
E R
ES
PO
NS
IB
LE
F
OR
A
LL
D
IM
EN
SIO
NS
A
ND
C
ON
DIT
IO
NS
O
N T
HE
JO
B A
ND
T
HIS
O
FF
IC
E M
US
T B
E N
OT
IF
IE
D O
F A
NY
V
AR
IA
TIO
N F
RO
M T
HE
D
IM
EN
SIO
NS
A
ND
CO
ND
IT
IO
NS
S
HO
WN
B
Y T
HE
SE
D
RA
WIN
GS
. W
AR
NIN
G: R
EP
RO
DU
CT
IO
N H
ER
EO
F IS
A
C
RIM
IN
AL O
FF
EN
SE
U
ND
ER
18 U
.S
.C
. S
EC
. 506. U
NA
UT
HO
RIZ
ED
D
IS
CLO
SU
RE
M
AY
C
ON
ST
IT
UT
E T
RA
DE
S
EC
RE
T M
IS
AP
PR
OP
RIA
TIO
N IN
V
IO
LA
TIO
N O
F I.C
.2
4-2-3
1-1 E
T. S
EQ
. A
ND
O
TH
ER
LA
WS
.
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
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
MARK | DATE | DESCRIPTION
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
OLLE
CT
IV
E LLC
A
ND
W
ER
E C
RE
AT
ED
, E
VO
LV
ED
, A
ND
D
EV
EL
OP
ED
F
OR
U
SE
O
N A
ND
IN
C
ON
NE
CT
IO
N W
IT
H T
HE
S
PE
CIF
IE
D P
RO
JE
CT
. N
ON
E O
F T
HE
ID
EA
S, D
ES
IG
NS
, A
RR
AN
GE
ME
NT
S O
R P
LA
NS
S
HA
LL
B
E U
SE
D B
Y O
R D
IS
CLO
SE
D T
O A
NY
P
ER
SO
N, F
IR
M, O
R
CO
RP
OR
AT
IO
N F
OR
A
NY
P
UR
PO
SE
W
HA
TS
OE
VE
R W
IT
HO
UT
W
RIT
TE
N C
ON
SE
NT
O
F C
OLO
NY
D
ES
IG
N C
OLLE
CT
IV
E LLC
. W
RIT
TE
N D
IM
EN
SIO
NS
O
N T
HE
SE
D
RA
WIN
GS
S
HA
LL H
AV
E P
RE
CE
DE
NC
E O
VE
R S
CA
LE
D
IM
EN
SIO
NS
. C
ON
TR
AC
TO
RS
S
HA
LL
V
ER
IF
Y A
ND
B
E R
ES
PO
NS
IB
LE
F
OR
A
LL
D
IM
EN
SIO
NS
A
ND
C
ON
DIT
IO
NS
O
N T
HE
JO
B A
ND
T
HIS
O
FF
IC
E M
US
T B
E N
OT
IF
IE
D O
F A
NY
V
AR
IA
TIO
N F
RO
M T
HE
D
IM
EN
SIO
NS
A
ND
CO
ND
IT
IO
NS
S
HO
WN
B
Y T
HE
SE
D
RA
WIN
GS
. W
AR
NIN
G: R
EP
RO
DU
CT
IO
N H
ER
EO
F IS
A
C
RIM
IN
AL O
FF
EN
SE
U
ND
ER
18 U
.S
.C
. S
EC
. 506. U
NA
UT
HO
RIZ
ED
D
IS
CLO
SU
RE
M
AY
C
ON
ST
IT
UT
E T
RA
DE
S
EC
RE
T M
IS
AP
PR
OP
RIA
TIO
N IN
V
IO
LA
TIO
N O
F I.C
.2
4-2-3
1-1 E
T. S
EQ
. A
ND
O
TH
ER
LA
WS
.
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
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
MARK | DATE | DESCRIPTION
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
OLLE
CT
IV
E LLC
A
ND
W
ER
E C
RE
AT
ED
, E
VO
LV
ED
, A
ND
D
EV
EL
OP
ED
F
OR
U
SE
O
N A
ND
IN
C
ON
NE
CT
IO
N W
IT
H T
HE
S
PE
CIF
IE
D P
RO
JE
CT
. N
ON
E O
F T
HE
ID
EA
S, D
ES
IG
NS
, A
RR
AN
GE
ME
NT
S O
R P
LA
NS
S
HA
LL
B
E U
SE
D B
Y O
R D
IS
CLO
SE
D T
O A
NY
P
ER
SO
N, F
IR
M, O
R
CO
RP
OR
AT
IO
N F
OR
A
NY
P
UR
PO
SE
W
HA
TS
OE
VE
R W
IT
HO
UT
W
RIT
TE
N C
ON
SE
NT
O
F C
OLO
NY
D
ES
IG
N C
OLLE
CT
IV
E LLC
. W
RIT
TE
N D
IM
EN
SIO
NS
O
N T
HE
SE
D
RA
WIN
GS
S
HA
LL H
AV
E P
RE
CE
DE
NC
E O
VE
R S
CA
LE
D
IM
EN
SIO
NS
. C
ON
TR
AC
TO
RS
S
HA
LL
V
ER
IF
Y A
ND
B
E R
ES
PO
NS
IB
LE
F
OR
A
LL
D
IM
EN
SIO
NS
A
ND
C
ON
DIT
IO
NS
O
N T
HE
JO
B A
ND
T
HIS
O
FF
IC
E M
US
T B
E N
OT
IF
IE
D O
F A
NY
V
AR
IA
TIO
N F
RO
M T
HE
D
IM
EN
SIO
NS
A
ND
CO
ND
IT
IO
NS
S
HO
WN
B
Y T
HE
SE
D
RA
WIN
GS
. W
AR
NIN
G: R
EP
RO
DU
CT
IO
N H
ER
EO
F IS
A
C
RIM
IN
AL O
FF
EN
SE
U
ND
ER
18 U
.S
.C
. S
EC
. 506. U
NA
UT
HO
RIZ
ED
D
IS
CLO
SU
RE
M
AY
C
ON
ST
IT
UT
E T
RA
DE
S
EC
RE
T M
IS
AP
PR
OP
RIA
TIO
N IN
V
IO
LA
TIO
N O
F I.C
.2
4-2-3
1-1 E
T. S
EQ
. A
ND
O
TH
ER
LA
WS
.
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
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
H
A
P
E
L
R
I
D
G
E
B
O
U
L
E
V
A
R
D
E
X
I
S
T
I
N
G
8
.
5
'
A
S
P
H
A
L
T
P
A
T
H
W
A
Y
T
E
N
N
I
S
C
O
U
R
T
F
F
E
=
4
5
3
8
.
0
0
T
E
N
N
I
S
C
O
U
R
T
F
F
E
=
4
5
3
8
.
0
0
T
R
A
V
E
R
S
E
M
O
U
N
T
A
I
N
B
O
U
L
E
V
A
R
D
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
%
-
8
.
3
0
%
-
8
.
3
6
%
-
2
.6
0
%
FG=4501.70
FG=4501.29
-1.41%
FG=4538.00
4
5
4
0
>
>
>
>
>
>
>
>
>
>
>
>
>
>
////
////
////
////
////
////
////
////
////
////
////
////
////
////
////
////
////
////
////
////
////////
////
////
////
////
/
/
/
/
/
/
/
/
/
/
/
/
//// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// ////
//// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// ////
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
MARK | DATE | DESCRIPTION
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
OLLE
CT
IV
E LLC
A
ND
W
ER
E C
RE
AT
ED
, E
VO
LV
ED
, A
ND
D
EV
EL
OP
ED
F
OR
U
SE
O
N A
ND
IN
C
ON
NE
CT
IO
N W
IT
H T
HE
S
PE
CIF
IE
D P
RO
JE
CT
. N
ON
E O
F T
HE
ID
EA
S, D
ES
IG
NS
, A
RR
AN
GE
ME
NT
S O
R P
LA
NS
S
HA
LL
B
E U
SE
D B
Y O
R D
IS
CLO
SE
D T
O A
NY
P
ER
SO
N, F
IR
M, O
R
CO
RP
OR
AT
IO
N F
OR
A
NY
P
UR
PO
SE
W
HA
TS
OE
VE
R W
IT
HO
UT
W
RIT
TE
N C
ON
SE
NT
O
F C
OLO
NY
D
ES
IG
N C
OLLE
CT
IV
E LLC
. W
RIT
TE
N D
IM
EN
SIO
NS
O
N T
HE
SE
D
RA
WIN
GS
S
HA
LL H
AV
E P
RE
CE
DE
NC
E O
VE
R S
CA
LE
D
IM
EN
SIO
NS
. C
ON
TR
AC
TO
RS
S
HA
LL
V
ER
IF
Y A
ND
B
E R
ES
PO
NS
IB
LE
F
OR
A
LL
D
IM
EN
SIO
NS
A
ND
C
ON
DIT
IO
NS
O
N T
HE
JO
B A
ND
T
HIS
O
FF
IC
E M
US
T B
E N
OT
IF
IE
D O
F A
NY
V
AR
IA
TIO
N F
RO
M T
HE
D
IM
EN
SIO
NS
A
ND
CO
ND
IT
IO
NS
S
HO
WN
B
Y T
HE
SE
D
RA
WIN
GS
. W
AR
NIN
G: R
EP
RO
DU
CT
IO
N H
ER
EO
F IS
A
C
RIM
IN
AL O
FF
EN
SE
U
ND
ER
18 U
.S
.C
. S
EC
. 506. U
NA
UT
HO
RIZ
ED
D
IS
CLO
SU
RE
M
AY
C
ON
ST
IT
UT
E T
RA
DE
S
EC
RE
T M
IS
AP
PR
OP
RIA
TIO
N IN
V
IO
LA
TIO
N O
F I.C
.2
4-2-3
1-1 E
T. S
EQ
. A
ND
O
TH
ER
LA
WS
.
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
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
R
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
-
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
>
>
>
>
>
>
>
>
>
>
////
////
////
////
////
////
////
////
////
////
////
////
////
////
////
////
////
////
////////
////
////
////
////
/
/
/
/
/
/
/
/
/
/
/
/
Ex SD
Ex SD
E
x
1
8
S
D
D
Ex 8 W
Ex 8 W
Ex 8 W
E
x
8
W
E
x
8
W
E
x
8
W
E
x
8
W
Y
8 SS
CUT
S
4
S
S
3
I
4
W
3
I
4
W
3
I
4
W
3
I
4
W
3
I
4
W
3
I
4
W
Ex 8 IRR
Ex 8 IRR
Ex 8 IRR
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
CU
T
CU
T
ISSUE DATE
ISSUE TITLE
SCALE
DRAWN BY
CHECKED BY
LC-TP
MARK | DATE | DESCRIPTION
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
OLLE
CT
IV
E LLC
A
ND
W
ER
E C
RE
AT
ED
, E
VO
LV
ED
, A
ND
D
EV
EL
OP
ED
F
OR
U
SE
O
N A
ND
IN
C
ON
NE
CT
IO
N W
IT
H T
HE
S
PE
CIF
IE
D P
RO
JE
CT
. N
ON
E O
F T
HE
ID
EA
S, D
ES
IG
NS
, A
RR
AN
GE
ME
NT
S O
R P
LA
NS
S
HA
LL
B
E U
SE
D B
Y O
R D
IS
CLO
SE
D T
O A
NY
P
ER
SO
N, F
IR
M, O
R
CO
RP
OR
AT
IO
N F
OR
A
NY
P
UR
PO
SE
W
HA
TS
OE
VE
R W
IT
HO
UT
W
RIT
TE
N C
ON
SE
NT
O
F C
OLO
NY
D
ES
IG
N C
OLLE
CT
IV
E LLC
. W
RIT
TE
N D
IM
EN
SIO
NS
O
N T
HE
SE
D
RA
WIN
GS
S
HA
LL H
AV
E P
RE
CE
DE
NC
E O
VE
R S
CA
LE
D
IM
EN
SIO
NS
. C
ON
TR
AC
TO
RS
S
HA
LL
V
ER
IF
Y A
ND
B
E R
ES
PO
NS
IB
LE
F
OR
A
LL
D
IM
EN
SIO
NS
A
ND
C
ON
DIT
IO
NS
O
N T
HE
JO
B A
ND
T
HIS
O
FF
IC
E M
US
T B
E N
OT
IF
IE
D O
F A
NY
V
AR
IA
TIO
N F
RO
M T
HE
D
IM
EN
SIO
NS
A
ND
CO
ND
IT
IO
NS
S
HO
WN
B
Y T
HE
SE
D
RA
WIN
GS
. W
AR
NIN
G: R
EP
RO
DU
CT
IO
N H
ER
EO
F IS
A
C
RIM
IN
AL O
FF
EN
SE
U
ND
ER
18 U
.S
.C
. S
EC
. 506. U
NA
UT
HO
RIZ
ED
D
IS
CLO
SU
RE
M
AY
C
ON
ST
IT
UT
E T
RA
DE
S
EC
RE
T M
IS
AP
PR
OP
RIA
TIO
N IN
V
IO
LA
TIO
N O
F I.C
.2
4-2-3
1-1 E
T. S
EQ
. A
ND
O
TH
ER
LA
WS
.
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
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
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
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
MARK | DATE | DESCRIPTION
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
OLLE
CT
IV
E LLC
A
ND
W
ER
E C
RE
AT
ED
, E
VO
LV
ED
, A
ND
D
EV
EL
OP
ED
F
OR
U
SE
O
N A
ND
IN
C
ON
NE
CT
IO
N W
IT
H T
HE
S
PE
CIF
IE
D P
RO
JE
CT
. N
ON
E O
F T
HE
ID
EA
S, D
ES
IG
NS
, A
RR
AN
GE
ME
NT
S O
R P
LA
NS
S
HA
LL
B
E U
SE
D B
Y O
R D
IS
CLO
SE
D T
O A
NY
P
ER
SO
N, F
IR
M, O
R
CO
RP
OR
AT
IO
N F
OR
A
NY
P
UR
PO
SE
W
HA
TS
OE
VE
R W
IT
HO
UT
W
RIT
TE
N C
ON
SE
NT
O
F C
OLO
NY
D
ES
IG
N C
OLLE
CT
IV
E LLC
. W
RIT
TE
N D
IM
EN
SIO
NS
O
N T
HE
SE
D
RA
WIN
GS
S
HA
LL H
AV
E P
RE
CE
DE
NC
E O
VE
R S
CA
LE
D
IM
EN
SIO
NS
. C
ON
TR
AC
TO
RS
S
HA
LL
V
ER
IF
Y A
ND
B
E R
ES
PO
NS
IB
LE
F
OR
A
LL
D
IM
EN
SIO
NS
A
ND
C
ON
DIT
IO
NS
O
N T
HE
JO
B A
ND
T
HIS
O
FF
IC
E M
US
T B
E N
OT
IF
IE
D O
F A
NY
V
AR
IA
TIO
N F
RO
M T
HE
D
IM
EN
SIO
NS
A
ND
CO
ND
IT
IO
NS
S
HO
WN
B
Y T
HE
SE
D
RA
WIN
GS
. W
AR
NIN
G: R
EP
RO
DU
CT
IO
N H
ER
EO
F IS
A
C
RIM
IN
AL O
FF
EN
SE
U
ND
ER
18 U
.S
.C
. S
EC
. 506. U
NA
UT
HO
RIZ
ED
D
IS
CLO
SU
RE
M
AY
C
ON
ST
IT
UT
E T
RA
DE
S
EC
RE
T M
IS
AP
PR
OP
RIA
TIO
N IN
V
IO
LA
TIO
N O
F I.C
.2
4-2-3
1-1 E
T. S
EQ
. A
ND
O
TH
ER
LA
WS
.
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
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
C
H
A
P
E
L
R
I
D
G
E
B
O
U
L
E
V
A
R
D
E
X
I
S
T
I
N
G
8
.
5
'
A
S
P
H
A
L
T
P
A
T
H
W
A
Y
T
R
A
V
E
R
S
E
M
O
U
N
T
A
I
N
B
O
U
L
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
>
>
>
>
>
>
>
>
>
>
>
>
>
>
////
////
////
////
////
////
////
////
////
////
////
////
////
////
////
////
////
////
////
////////
////
////
////
////
////
/
/
/
/
/
/
/
/
/
/
/
/
//// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// ////
//// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// ////
Ex SD
Ex SD
E
x
1
8
S
D
D
E
x
S
D
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
ISSUE DATE
ISSUE TITLE
SCALE
DRAWN BY
CHECKED BY
LC-TP
MARK | DATE | DESCRIPTION
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
OLLE
CT
IV
E LLC
A
ND
W
ER
E C
RE
AT
ED
, E
VO
LV
ED
, A
ND
D
EV
EL
OP
ED
F
OR
U
SE
O
N A
ND
IN
C
ON
NE
CT
IO
N W
IT
H T
HE
S
PE
CIF
IE
D P
RO
JE
CT
. N
ON
E O
F T
HE
ID
EA
S, D
ES
IG
NS
, A
RR
AN
GE
ME
NT
S O
R P
LA
NS
S
HA
LL
B
E U
SE
D B
Y O
R D
IS
CLO
SE
D T
O A
NY
P
ER
SO
N, F
IR
M, O
R
CO
RP
OR
AT
IO
N F
OR
A
NY
P
UR
PO
SE
W
HA
TS
OE
VE
R W
IT
HO
UT
W
RIT
TE
N C
ON
SE
NT
O
F C
OLO
NY
D
ES
IG
N C
OLLE
CT
IV
E LLC
. W
RIT
TE
N D
IM
EN
SIO
NS
O
N T
HE
SE
D
RA
WIN
GS
S
HA
LL H
AV
E P
RE
CE
DE
NC
E O
VE
R S
CA
LE
D
IM
EN
SIO
NS
. C
ON
TR
AC
TO
RS
S
HA
LL
V
ER
IF
Y A
ND
B
E R
ES
PO
NS
IB
LE
F
OR
A
LL
D
IM
EN
SIO
NS
A
ND
C
ON
DIT
IO
NS
O
N T
HE
JO
B A
ND
T
HIS
O
FF
IC
E M
US
T B
E N
OT
IF
IE
D O
F A
NY
V
AR
IA
TIO
N F
RO
M T
HE
D
IM
EN
SIO
NS
A
ND
CO
ND
IT
IO
NS
S
HO
WN
B
Y T
HE
SE
D
RA
WIN
GS
. W
AR
NIN
G: R
EP
RO
DU
CT
IO
N H
ER
EO
F IS
A
C
RIM
IN
AL O
FF
EN
SE
U
ND
ER
18 U
.S
.C
. S
EC
. 506. U
NA
UT
HO
RIZ
ED
D
IS
CLO
SU
RE
M
AY
C
ON
ST
IT
UT
E T
RA
DE
S
EC
RE
T M
IS
AP
PR
OP
RIA
TIO
N IN
V
IO
LA
TIO
N O
F I.C
.2
4-2-3
1-1 E
T. S
EQ
. A
ND
O
TH
ER
LA
WS
.
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
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
T
H
W
A
Y
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
R
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
MARK | DATE | DESCRIPTION
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
OLLE
CT
IV
E LLC
A
ND
W
ER
E C
RE
AT
ED
, E
VO
LV
ED
, A
ND
D
EV
EL
OP
ED
F
OR
U
SE
O
N A
ND
IN
C
ON
NE
CT
IO
N W
IT
H T
HE
S
PE
CIF
IE
D P
RO
JE
CT
. N
ON
E O
F T
HE
ID
EA
S, D
ES
IG
NS
, A
RR
AN
GE
ME
NT
S O
R P
LA
NS
S
HA
LL
B
E U
SE
D B
Y O
R D
IS
CLO
SE
D T
O A
NY
P
ER
SO
N, F
IR
M, O
R
CO
RP
OR
AT
IO
N F
OR
A
NY
P
UR
PO
SE
W
HA
TS
OE
VE
R W
IT
HO
UT
W
RIT
TE
N C
ON
SE
NT
O
F C
OLO
NY
D
ES
IG
N C
OLLE
CT
IV
E LLC
. W
RIT
TE
N D
IM
EN
SIO
NS
O
N T
HE
SE
D
RA
WIN
GS
S
HA
LL H
AV
E P
RE
CE
DE
NC
E O
VE
R S
CA
LE
D
IM
EN
SIO
NS
. C
ON
TR
AC
TO
RS
S
HA
LL
V
ER
IF
Y A
ND
B
E R
ES
PO
NS
IB
LE
F
OR
A
LL
D
IM
EN
SIO
NS
A
ND
C
ON
DIT
IO
NS
O
N T
HE
JO
B A
ND
T
HIS
O
FF
IC
E M
US
T B
E N
OT
IF
IE
D O
F A
NY
V
AR
IA
TIO
N F
RO
M T
HE
D
IM
EN
SIO
NS
A
ND
CO
ND
IT
IO
NS
S
HO
WN
B
Y T
HE
SE
D
RA
WIN
GS
. W
AR
NIN
G: R
EP
RO
DU
CT
IO
N H
ER
EO
F IS
A
C
RIM
IN
AL O
FF
EN
SE
U
ND
ER
18 U
.S
.C
. S
EC
. 506. U
NA
UT
HO
RIZ
ED
D
IS
CLO
SU
RE
M
AY
C
ON
ST
IT
UT
E T
RA
DE
S
EC
RE
T M
IS
AP
PR
OP
RIA
TIO
N IN
V
IO
LA
TIO
N O
F I.C
.2
4-2-3
1-1 E
T. S
EQ
. A
ND
O
TH
ER
LA
WS
.
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
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
TWO LAYERS 6 MIL POLYETHYLENE VAPOR BARRIER
NTS
9 TYPICAL TENNIS COURT CONCRETE SLAB SECTION
2" CHAIR @ EVERY CABLE CROSSING
2" CHAIR @ EVERY CABLE CROSSING
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"
TWO LAYERS 6 MIL POLYETHYLENE VAPOR BARRIER
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
MARK | DATE | DESCRIPTION
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
OLLE
CT
IV
E LLC
A
ND
W
ER
E C
RE
AT
ED
, E
VO
LV
ED
, A
ND
D
EV
EL
OP
ED
F
OR
U
SE
O
N A
ND
IN
C
ON
NE
CT
IO
N W
IT
H T
HE
S
PE
CIF
IE
D P
RO
JE
CT
. N
ON
E O
F T
HE
ID
EA
S, D
ES
IG
NS
, A
RR
AN
GE
ME
NT
S O
R P
LA
NS
S
HA
LL
B
E U
SE
D B
Y O
R D
IS
CLO
SE
D T
O A
NY
P
ER
SO
N, F
IR
M, O
R
CO
RP
OR
AT
IO
N F
OR
A
NY
P
UR
PO
SE
W
HA
TS
OE
VE
R W
IT
HO
UT
W
RIT
TE
N C
ON
SE
NT
O
F C
OLO
NY
D
ES
IG
N C
OLLE
CT
IV
E LLC
. W
RIT
TE
N D
IM
EN
SIO
NS
O
N T
HE
SE
D
RA
WIN
GS
S
HA
LL H
AV
E P
RE
CE
DE
NC
E O
VE
R S
CA
LE
D
IM
EN
SIO
NS
. C
ON
TR
AC
TO
RS
S
HA
LL
V
ER
IF
Y A
ND
B
E R
ES
PO
NS
IB
LE
F
OR
A
LL
D
IM
EN
SIO
NS
A
ND
C
ON
DIT
IO
NS
O
N T
HE
JO
B A
ND
T
HIS
O
FF
IC
E M
US
T B
E N
OT
IF
IE
D O
F A
NY
V
AR
IA
TIO
N F
RO
M T
HE
D
IM
EN
SIO
NS
A
ND
CO
ND
IT
IO
NS
S
HO
WN
B
Y T
HE
SE
D
RA
WIN
GS
. W
AR
NIN
G: R
EP
RO
DU
CT
IO
N H
ER
EO
F IS
A
C
RIM
IN
AL O
FF
EN
SE
U
ND
ER
18 U
.S
.C
. S
EC
. 506. U
NA
UT
HO
RIZ
ED
D
IS
CLO
SU
RE
M
AY
C
ON
ST
IT
UT
E T
RA
DE
S
EC
RE
T M
IS
AP
PR
OP
RIA
TIO
N IN
V
IO
LA
TIO
N O
F I.C
.2
4-2-3
1-1 E
T. S
EQ
. A
ND
O
TH
ER
LA
WS
.
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
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
MARK | DATE | DESCRIPTION
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
OLLE
CT
IV
E LLC
A
ND
W
ER
E C
RE
AT
ED
, E
VO
LV
ED
, A
ND
D
EV
EL
OP
ED
F
OR
U
SE
O
N A
ND
IN
C
ON
NE
CT
IO
N W
IT
H T
HE
S
PE
CIF
IE
D P
RO
JE
CT
. N
ON
E O
F T
HE
ID
EA
S, D
ES
IG
NS
, A
RR
AN
GE
ME
NT
S O
R P
LA
NS
S
HA
LL
B
E U
SE
D B
Y O
R D
IS
CLO
SE
D T
O A
NY
P
ER
SO
N, F
IR
M, O
R
CO
RP
OR
AT
IO
N F
OR
A
NY
P
UR
PO
SE
W
HA
TS
OE
VE
R W
IT
HO
UT
W
RIT
TE
N C
ON
SE
NT
O
F C
OLO
NY
D
ES
IG
N C
OLLE
CT
IV
E LLC
. W
RIT
TE
N D
IM
EN
SIO
NS
O
N T
HE
SE
D
RA
WIN
GS
S
HA
LL H
AV
E P
RE
CE
DE
NC
E O
VE
R S
CA
LE
D
IM
EN
SIO
NS
. C
ON
TR
AC
TO
RS
S
HA
LL
V
ER
IF
Y A
ND
B
E R
ES
PO
NS
IB
LE
F
OR
A
LL
D
IM
EN
SIO
NS
A
ND
C
ON
DIT
IO
NS
O
N T
HE
JO
B A
ND
T
HIS
O
FF
IC
E M
US
T B
E N
OT
IF
IE
D O
F A
NY
V
AR
IA
TIO
N F
RO
M T
HE
D
IM
EN
SIO
NS
A
ND
CO
ND
IT
IO
NS
S
HO
WN
B
Y T
HE
SE
D
RA
WIN
GS
. W
AR
NIN
G: R
EP
RO
DU
CT
IO
N H
ER
EO
F IS
A
C
RIM
IN
AL O
FF
EN
SE
U
ND
ER
18 U
.S
.C
. S
EC
. 506. U
NA
UT
HO
RIZ
ED
D
IS
CLO
SU
RE
M
AY
C
ON
ST
IT
UT
E T
RA
DE
S
EC
RE
T M
IS
AP
PR
OP
RIA
TIO
N IN
V
IO
LA
TIO
N O
F I.C
.2
4-2-3
1-1 E
T. S
EQ
. A
ND
O
TH
ER
LA
WS
.
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
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