HomeMy WebLinkAboutINFRASTRUCTURE 5.7.26 - 26-00537 - Tamana Fields - Approx 600 University Blvd - PlatSHEET #
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www.sunrise-eng.com
TELEPHONE 208.234.0110
600 EAST OAK STREET, POCATELLO, ID 83201
ENGINEERING
CIVIL CONSTRUCTION PLANS FOR:
TAMANA FIELDS
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THE CONTRACTOR WILL BE RESPONSIBLE TO FULLY COMPLY WITH INPDES
REQUIREMENTS AND TO MODIFY THE SWPPP AS NECESSARY TO ENSURE
COMPLIANCE. THE CONTRACTOR IS RESPONSIBLE FOR 100% OF THE SITE
MANAGEMENT DURING CONSTRUCTION. THIS INCLUDES IMPLEMENTATION,
MAINTENANCE, ADJUSTMENTS, ADDITIONS AND REVISIONS OF SWPPP
MEASURES NECESSARY TO ENSURE COMPLIANCE WITH INPDES
REQUIREMENTS. THIS IS TO INCLUDE RESPONSIBILITY FOR FINES, ETC. LEVIED
BY THE IDEQ FOR NON-COMPLIANCE DURING CONSTRUCTION.
THE DESIGN, IDEAS, DRAWINGS CONTAINED WITHIN THIS SET OF ASSOCIATED
DOCUMENTS ARE THE SOLE PROPERTY OF SE. THEY ARE SUBJECT TO COPYRIGHT
OF SE. THEY ARE CREATED, EVOLVED AND DEVELOPED FOR USE ON THIS SPECIFIC
PROJECT. ANY USE OF THESE DRAWINGS, DESIGNS, MATERIALS OR INFORMATION
CONTAINED HEREIN, INCLUDING BUT NOT LIMITED TO COPYING OR
REPRODUCTION, WHICH IS NOT EXPRESSLY AUTHORIZED BY SE, IS STRICTLY
PROHIBITED AS AN INFRINGEMENT OF ITS COPYRIGHT AND WILL RESULT IN
ENFORCEMENT UP TO THE FULLEST EXTENT OF THE LAW.
INTELLECTUAL PROPERTY NOTICE SPECIFICATIONS ATTENTION CONTRACTOR DETAIL REFERENCES
SUNRISE ENGINEERING
ENGINEER OF RECORD
ROBERT M. HEUSEVELDT, P.E.
600 E OAK ST.
POCATELLO, ID 83201
208.234.0110
SUNRISE ENGINEERING
PROJECT MANAGER
MERRIL QUAYLE, P.E.
600 E OAK ST.
POCATELLO, ID 83201
208.234.0110
PROJECT DEVELOPER
MY NOJO, LLC
OWNER / SECRETARY :
BRENDA FUJIMOTO
1162 SOUTH 5TH WEST
REXBURG, ID 83440
208.351.2512
CITY OF REXBURG
PUBLIC WORKS DIRECTOR
MR. KEITH DAVIDSON
35 NORTH 1ST EAST
REXBURG, ID 83440
208.359.3020
CITY OF REXBURG
CITY PLANNER
MR. ALAN PARKINSON
35 NORTH 1ST EAST
REXBURG, ID 83440
208.372.2167
IDAHO STANDARDS FOR PUBLIC WORKS
CONSTRUCTION (ISPWC) AND CITY OF REXBURG
SPECIFICATIONS AND DETAILS, CURRENT EDITIONS,
SHALL BE USED FOR THE CONSTRUCTION OF THIS
PROJECT. IF A CONFLICT OCCURS THE MORE
STRINGENT REQUIREMENT SHALL BE DEEMED TO
GOVERN OVER THE PROJECT AS DETERMINED BY THE
ENGINEER.
LOCATED IN THE SOUTH 1/2 OF SECTION 36, TOWNSHIP 6 SOUTH,
RANGE 39 EAST, BOISE MERIDIAN, MADISON COUNTY, IDAHO
PROJECT #18385
MAY 2026
THE DETAILS AND SPECIFICATIONS ON THIS PLAN SET
SHALL GOVERN THIS PROJECT. WHERE THERE IS A
CONFLICT BETWEEN THESE DOCUMENTS & A GOVERNING
STANDARD, THE MOST "STRINGENT" REQUIREMENT
SHALL BE DEEMED TO GOVERN UNLESS OTHERWISE
APPROVED.
KEY CONTACTS
IDEQ
IDAHO FALLS
REGIONAL OFFICE
900 NORTH SKYLINE DR, STE. B
IDAHO FALLS, ID 83402
208.528.2650
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SHEET INFORMATION
DESIGNER:MQ
CREATED:
REVIEWER:
LAST REVISED:
REVISIONS
05.05.2026
OKC
DESCRIPTIONBYDATE#
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SHEET LIST TABLE
VICINITY MAP
SHEET TITLE
COVER SHEET
GENERAL NOTES
EXISTING SITE TOPOGRAPHY - DEMOLITION PLAN
PROPOSED SITE PLAN OVERVIEW
PROPOSED GRADING - UNIVERSITY BLVD. 108+00 - 115+75
PROPOSED GRADING - UNIVERSITY BLVD. 115+75 - 124+00
PROPOSED GRADING - MIKAN DR. 0+50 - 5+50
PROPOSED GRADING - MIKAN DR. 5+50 - 10+75
EROSION & SEDIMENT CONTROL PLAN
PLAN & PROFILE - OFFSITE UTILITIES STA. 1+00 - 5+75
PLAN & PROFILE - OFFSITE UTILITIES STA. 5+75 - 9+50
PLAN & PROFILE - OFFSITE UTILITIES STA. 9+50 - 13+25
PLAN & PROFILE - OFFSITE UTILITIES STA. 13+25 - 18+00
PLAN & PROFILE - UNIVERSITY BLVD. STA. 108+00 - 112+50
PLAN & PROFILE - UNIVERSITY BLVD. STA. 112+50 - 117+00
PLAN & PROFILE - UNIVERSITY BLVD. STA. 117+00 - 120+75
PLAN & PROFILE - UNIVERSITY BLVD. STA. 120+75 - 124+00
PLAN & PROFILE - MIKAN DR. STA. 0+50 - 5+50
PLAN & PROFILE - MIKAN DR. STA. 5+50 - 10+75
PROJECT SIGNAGE & STRIPING PLAN - UNIVERSITY BLVD. STA. 108+00 - 124+00
PROJECT SIGNAGE & STRIPING PLAN - MIKAN DR. STA. 1+00 - 10+75
PROJECT DETAILS
PROJECT DETAILS
PROJECT DETAILS
PROPOSED LANDSCAPE - UNIVERSITY BLVD STA. 104+00 - 124+00
PROPOSED LANDSCAPE - MIKAN DR. STA. 1+00 - 10+75
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SHEET IS NOT TO SCALE
SHEET NAME:
GENERAL NOTES
TAMANA FIELDS
INTELLECTUAL PROPERTY NOTICE
THE DESIGN, IDEAS, DRAWINGS CONTAINED WITHIN THIS SET OF
ASSOCIATED DOCUMENTS ARE THE SOLE PROPERTY OF SEI. THEY ARE
SUBJECT TO COPYRIGHT OF SEI. THEY ARE CREATED, EVOLVED AND
DEVELOPED FOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE
DRAWINGS, DESIGNS, MATERIALS OR INFORMATION CONTAINED
HEREIN, INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION,
WHICH IS NOT EXPRESSLY AUTHORIZED BY SEI, IS STRICTLY PROHIBITED
AS AN INFRINGEMENT OF ITS COPYRIGHT AND WILL RESULT IN
ENFORCEMENT UP TO THE FULLEST EXTENT OF THE LAW.
SHEET INFORMATION
DESIGNER:MQ
CREATED:
REVIEWER:
LAST REVISED:
REVISIONS
05.05.2026
OKC
DESCRIPTIONBYDATE#
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1.ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. IN THE CASE OF
ANY CONFLICTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SO THAT CLARIFICATION MAY BE MADE PRIOR
TO THE START OF WORK.
2.THE CONTRACTOR SHALL RETAIN AND PROTECT OR REMOVE AND REPLACE ALL LANDSCAPING, TREES, DITCHES CULVERTS,
SIGNS, MAILBOXES, UTILITIES, SIDEWALKS AND ANY OTHER MISCELLANEOUS ITEMS. ANY DAMAGE TO THESE ITEMS BY THE
CONTRACTOR SHALL BE REPAIRED TO THE SATISFACTION OF THE PRIVATE OWNER WITHOUT ANY EXPENSE TO THE OWNERS.
3.ALL CONCRETE REQUIRED ON THIS PROJECT SHALL BE 4000 PSI (28 DAY) CONCRETE DETAILED IN IDAHO STANDARDS FOR PUBLIC
WORKS CONSTRUCTION SECTION 700.
4.WHERE WORK IS PERFORMED ON EASEMENTS, THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO ELIMINATE ANY ADVERSE
IMPACTS TO THE ADJACENT PROPERTY AND RESTORE THE EASEMENT TO ITS ORIGINAL CONDITION. ALL BACKFILL SHALL BE
COMPACTED TO 95% OF MAX DENSITY.
5.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL WATER REQUIRED FOR DUST ABATEMENT,
COMPACTION ETC. THROUGH THE COMPLETION OF THE PROJECT.
6.APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN SHOWN ON THE PROJECT PLANS. THEY ARE TO BE USED FOR
GENERAL INFORMATION ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE APPROPRIATE UTILITIES PRIOR
TO THE START OF ANY CONSTRUCTION. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO HAVE THE UTILITIES MARKED /
LOCATED IN THE FIELD BY THE APPROPRIATE AGENCIES PRIOR TO THE START OF WORK. CONTACT "DIG-LINE" AT 1-800-342-1585
OR 811. ANY DAMAGE OR DISTURBANCE OF EXISTING UTILITIES AND THE COST FOR IMPACTS AND RESTORATION SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR. ANY CONFLICTS OR DISCREPANCIES WITH EXISTING UTILITIES SHALL BE BROUGHT TO THE
ATTENTION OF THE ENGINEER IMMEDIATELY.
7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SOURCES FOR GRANULAR MATERIALS, WATER, WASTE SITES, AND
ANY OTHER MATERIALS SOURCES AS REQUIRED FOR PROJECT COMPLETION.
8.THE CONTRACTOR SHALL TAKE PRECAUTIONS TO ASSURE ADEQUATE INFORMATION ON SUBSURFACE CONDITIONS PRIOR TO
BIDDING THE PROJECT AND SHALL CONDUCT WHATEVER SUBSURFACE INVESTIGATIONS ARE NECESSARY.
9.ANY WORK DONE WITHIN A PUBLIC RIGHT-OF-WAY SHALL BE COORDINATED WITH THE APPROPRIATE TRANSPORTATION
AGENCY AND SHALL MEET THE REQUIREMENTS OF THAT AGENCY AND THE REQUIREMENTS OF ANY RIGHT-OF-WAY OR SPECIAL
USE PERMITS.
10.CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACCESS AND RELATED TRAFFIC CONTROL WITH THE COUNTY, CITY, AND
STATE ROADWAY DEPARTMENTS. THE ENGINEER SHALL REVIEW ALL TRAFFIC CONTROL PLANS.
11.CONTRACTOR SHALL HIRE A MATERIALS TESTING FIRM TO PROVIDE ALL TESTING NECESSARY TO COMPLY WITH THE
REQUIREMENTS OF THE CITY AND/OR ISPWC CURRENT EDITION.
12.CONTRACTOR SHALL RECORD ANY CHANGES TO THESE PLANS ON A SET OF "RECORD DRAWINGS" AND KEPT ON-SITE. "RECORD
DRAWINGS" SHALL BE RETURNED TO THE ENGINEER AT COMPLETION OF THE PROJECT. ENGINEER WILL PROVIDE A DIGITALLY
ALTERED COPY OF "RECORD DRAWINGS" TO THE CITY UPON COMPLETION.
13.THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL NECESSARY TRAFFIC & PEDESTRIAN CONTROL FOR PROTECTION OF
THE WORK AREA. THE CONTRACTOR SHOULD REFERENCE THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
14.ALL CONSTRUCTION ON THIS PROJECT SHALL BE PERFORMED IN ACCORDANCE WITH IDAHO STANDARDS FOR PUBLIC WORKS
CONSTRUCTION (I.S.P.W.C. CURRENT EDITION) AND WITH THE CITY STANDARDS.
15.THE CONTRACTOR SHALL COORDINATE ALL INSPECTIONS (CONFIRM CRITERIA, FREQUENCY, AND NOTIFICATION RESPONSIBILITY
DURING PRE-CONSTRUCTION MEETINGS).
16.ACCEPTANCE OF ALL IMPROVEMENTS BY THE CITY, ENGINEER & OWNER SHALL CONSTITUTE SUBSTANTIAL COMPLETION OF
THIS PROJECT.
17.ALL PUBLIC AND PRIVATE UTILITIES MUST BE CONSTRUCTED PRIOR TO CONTINUING THE ROADWAY CONSTRUCTION BEYOND
SUBGRADE.
1.ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. IN THE CASE OF
ANY CONFLICTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SO THAT CLARIFICATION MAY BE MADE PRIOR
TO THE START OF WORK.
2.DIMENSIONS SHOWN ARE TO THE CENTER OF THE PIPELINE UNLESS OTHERWISE NOTED.
3.DISTANCES SHOWN ALONG PIPELINES ARE HORIZONTAL DISTANCES AND NOT ACTUAL PIPE LENGTH. MORE PIPE MAY BE
REQUIRED TO COMPLETE CONSTRUCTION THAN IS DIMENSIONED ON THE PLANS.
4.MINIMUM CLEARANCE BETWEEN NEW PIPELINES AND EXISTING UTILITIES AND STRUCTURES (EXCEPT WATER) SHALL BE FIVE (5)
FEET HORIZONTALLY.
5.THERE SHALL BE TEN (10) FEET MINIMUM SEPARATION BETWEEN ALL NEW WATERLINES AND NEW SEWER LINES EXCEPT
WHERE THE LINES CROSS AT APPROXIMATE RIGHT ANGLES. A MINIMUM OF EIGHTEEN (18) INCHES VERTICAL SEPARATION
SHALL BE MAINTAINED AT ALL CROSSINGS. SEE THE DETAILS IN THE PROJECT PLANS.
6.ALL SEWER SYSTEM COMPONENTS SHALL BE INSTALLED AND VIDEO INSPECTIONS DONE AND APPROVED PRIOR TO CONTINUING
ANY ROADWAY CONSTRUCTION. IF NECESSARY, THE CONTRACTOR SHALL PAY FOR THIS EXPENSE AND IT IS CONSIDERED
INCIDENTAL TO SEWER CONSTRUCTION.
7.CONTRACTOR SHALL PROVIDE ALL NECESSARY FITTINGS, HARDWARE, LABOR, ETC. TO CONSTRUCT VERTICAL AND HORIZONTAL
BENDS IN PIPE AS NEEDED TO MEET THE REQUIRED GRADES, ALIGNMENTS, AND COVER REQUIREMENTS.
8.ALL SEWER SHALL BE INSPECTED BY CLOSED CIRCUIT CAMERAS PRIOR TO APPROVAL OF SUBDIVISION AS PER CITY STANDARDS.
9.THE CONTRACTOR SHALL CONDUCT A LOW PRESSURE TEST AS OUTLINED IN ISPWC SECTION 501.3.4.C. , A DEFLECTION TEST AS
OUTLINED IN ISPWC SECTION 3.4.G , AND A HYDROSTATIC TEST AS OUTLINED IN SECTION 502.3.12.C.1 OF DIVISION 500.
10.ALL MANHOLES TO BE CONCENTRIC PER CITY STANDARD DETAILS. SEWER LATERALS TO CONFORM TO CITY STANDARD DETAILS.
11.INSTALL A CLEEANOUT AT THE BACK OF THE EASEMENT LINE ON ALL SEWER STUBS.
SEWER NOTES
1.CONTOURS SHOWN ARE FOR FINISHED GRADES. CALCULATION TO ADJUST SUBGRADE IS THE CONTRACTOR'S RESPONSIBILITY.
THE TOP SIX (6) INCHES OF MATERIAL IN ALL LANDSCAPED AREAS SHALL BE TOPSOIL.
2.IF DURING THE GRADING PROCESS, CONDITIONS ARE ENCOUNTERED WHICH COULD INDICATE THAT AN UNIDENTIFIED SITUATION
IS PRESENT, THE ENGINEER SHALL BE CONTACTED FOR RECOMMENDATIONS.
3.UNLESS OTHERWISE SHOWN, NO PROPOSED SLOPE SHALL EXCEED TWO AND A HALF (2.5) HORIZONTAL TO ONE (1) VERTICAL. ALL
SLOPED AREAS MUST BE PROTECTED FROM EROSION BY CAT TRACKING & TEMPORARY STABILIZATION UNTIL FINAL LANDSCAPING
INSTALLED.
4.IF STRIPPED MATERIALS CONSISTING OF VEGETATION AND ORGANIC MATERIALS ARE STOCKPILED ON THE SITE, TOPSOIL MAY BE
PLACED TO A HEIGHT OF EIGHT (8) FEET. SILT FENCE SHALL BE PLACED AROUND THE BASE OF THE STOCKPILE AND THE STOCKPILE
SHALL BE SEEDED WITH NATIVE SEED MIX IMMEDIATELY AFTER STRIPPING OPERATIONS ARE COMPLETE.
5.ON - SITE MATERIALS SUITABLE FOR FILL BENEATH DRIVES AND PARKING AREAS BEYOND FIVE (5) FEET OF ANY BUILDING SHALL BE
COMPACTED IN ACCORDANCE WITH GUIDELINES PRESENTED IN THE GEOTECHNICAL REPORT.
6.SPOT ELEVATIONS SHALL TAKE PRECEDENCE OVER CONTOURS AND SLOPES SHOWN. THE CONTRACTOR SHALL NOTIFY THE
ENGINEER OF SPOT ELEVATIONS THAT DO NOT APPEAR TO BE CONSISTENT WITH THE CONTOURS AND SLOPES. SPOT ELEVATIONS
AND SPECIFIC PROFILE DESIGNS SHALL BE USED FOR SETTING ELEVATIONS OF CURB, GUTTER, AND UTILITIES.
7.ALL UTILITIES (MANHOLES, VALVE COVERS, CLEANOUTS,VAULTS, BOXES, ETC.) SHALL BE ADJUSTED TO FINAL GRADE AFTER TO THE
FINAL LIFT OF ASPHALT PER THE DETAILS.
8.ALL EARTH MOVING AND PLACEMENT OPERATIONS SHALL BE IN CONFORMANCE WITH THE RECOMMENDATIONS IDENTIFIED IN
THE SOILS REPORT OR IN ACCORDANCE WITH ISPWC STANDARDS. THE CONTRACTOR SHALL HAVE A SIGNED AND SEALED COPY OF
THE SOILS REPORT ON SITE AT ALL TIMES AND SHALL FOLLOW ALL RECOMMENDATIONS.
9.GRADES WITHIN THE ASPHALT PARKING AREAS SHALL BE CONSTRUCTED TO WITHIN FIVE HUNDREDTHS (0.05) FEET OF THE
DESIGN GRADE. HOWEVER, THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL PAVEMENT AREAS AND ALONG ALL
CURBS. ALL CURBS, SIDEWALKS AND PAVEMENT AREAS WHICH DO NOT PROVIDE PROPER DRAINAGE MUST BE REMOVED AND
REPLACED AT THE CONTRACTOR'S EXPENSE.
10.THE EARTHWORK QUANTITY IS AN ESTIMATE PROVIDED AS REQUIRED TO OBTAIN THE GRADING PERMIT. IT WAS DEVELOPED
USING AN ORIGINAL SURVEY BY SE. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EARTHWORK ESTIMATE. THE
ENGINEER DOES NOT GUARANTEE FINAL QUANTITIES AND ANY DISAGREEMENT ABOUT QUANTITY ESTIMATE SHALL BE BROUGHT
TO THE ATTENTION OF THE ENGINEER PRIOR TO ANY SITE GRADING. CONTRACTOR TO PROVIDE A BID ON THIS PROJECT
EARTHWORK PAYMENT WILL BE MADE BASED ON A LUMP SUM AND THE BID PROVIDED SHALL BE BASED SOLELY ON THE
CONTRACTORS EARTHWORK ESTIMATE.
11.WHERE NEW CURB AND GUTTER IS BEING CONSTRUCTED ADJACENT TO EXISTING ASPHALT OR CONCRETE PAVEMENT, THE
FOLLOWING SHALL APPLY: PRIOR TO PLACEMENT OF ANY CONCRETE THE CONTRACTOR SHALL HAVE A LICENSED SURVEYOR
VERIFY THE GRADE AND CROSS SLOPE OF THE CURB AND GUTTER FORMS. THE CONTRACTOR SHALL SUBMIT THE SLOPES AND
GRADES TO THE ENGINEER FOR APPROVAL PRIOR TO PLACEMENT OF CONCRETE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER
IMMEDIATELY OF ANY SECTION WHICH DOES NOT CONFORM TO THE DESIGN OF TYPICAL CROSS SECTION. THE CONTRACTOR
SHALL BE SOLELY RESPONSIBLE FOR CURB AND GUTTER PLACED WITHOUT THE APPROVAL OF THE ENGINEER.
12.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS
OR BETTER.
13.THE CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS
GRADE BETWEEN NEW AND EXISTING CONSTRUCTION.
14.CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM ANY STRUCTURES AND IN ALL NATURAL AND PAVED AREAS.
15.TOPOGRAPHIC INFORMATION TAKEN FROM A TOPOGRAPHIC SURVEY BY SE. IF CONTRACTOR DOES NOT ACCEPT EXISTING
TOPOGRAPHY AS SHOWN ON THE PLANS HE SHALL HAVE MADE, WITHOUT EXCEPTION AND AT HIS OWN EXPENSE, A
TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW PRIOR TO
CONSTRUCTION.
16.THE CONTRACTOR SHALL TAKE NECESSARY STEPS TO INSURE THAT NO FLOODING OCCURS ON SITE AND ALL UTILITIES IN OPEN
TRENCHES SHALL BE CAPPED DURING ANY STORM EVENTS DURING CONSTRUCTION.
17.MATERIAL SHALL BE IMPORTED OR EXPORTED AS REQUIRED TO COMPLETE THE PROJECT TO THE LINES AND GRADES NOTED.
GRADING NOTES
1.DIMENSIONS SHOWN ARE TO THE CENTER OF THE PIPELINE UNLESS OTHERWISE NOTED.
2.DISTANCES SHOWN ALONG PIPELINES ARE HORIZONTAL DISTANCES AND NOT ACTUAL PIPE LENGTH. MORE PIPE MAY BE
REQUIRED TO COMPLETE CONSTRUCTION THAN IS DIMENSIONED ON THE PLANS.
3.MINIMUM CLEARANCE BETWEEN NEW PIPELINES AND EXISTING UTILITIES AND STRUCTURES (EXCEPT SEWERS) SHALL BE FIVE (5)
FEET HORIZONTALLY. SEPARATION BETWEEN WATER LINES AND OTHER UTILITIES SHALL BE TEN (10) FEET MINIMUM.
4.DURING CONSTRUCTION THE CONTRACTOR IS FULLY RESPONSIBLE FOR INTERIM PROVISIONS FOR PASSAGE OF IRRIGATION AND
STORM WATER. NO SUPPLEMENTAL COMPENSATION WILL BE MADE FOR WET CONDITIONS OR FLOW DIVERSIONS.
5.THE CONTRACTOR SHALL ALSO BE REQUIRED TO TAKE ALL PRECAUTIONS NECESSARY TO INSURE THAT NO STORM WATER /
SEDIMENT AND / OR CONSTRUCTION DEBRIS ARE RELEASED FROM THE SITE. ANY RELEASES SHALL BE CLEANED AND MITIGATED
AT THE CONTRACTOR'S EXPENSE.
6.THE CONTRACTOR SHALL CONDUCT A LOW PRESSURE TEST AS OUTLINED IN ISPWC SECTION 501.3.4.C, A DEFLECTION TEST AS
OUTLINED IN SECTION 3.4.G, AND A HYDROSTATIC TEST AS OUTLINED IN SECTION 502.3.12.C.1 OF SECTION 500.
STORM NOTES
1.AT ALL TIMES DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING AND CONTROLLING EROSION
DUE TO WIND AND RUNOFF. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR MAINTAINING EROSION CONTROL FACILITIES
AND INSURING SEDIMENT REMAINS ON-SITE DURING CONSTRUCTION. THE CONTRACTOR SHALL MAKE PROVISIONS TO CONTROL
WATER AS IT PASSES THROUGH THESE.
2.ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DUE TO UNFORESEEN PROBLEMS OR IF THE PLAN DOES NOT
FUNCTION AS INTENDED. A REPRESENTATIVE OF THE CITY OR ENGINEER MAY REQUIRE ADDITIONAL CONTROL DEVICES UPON
INSPECTION OF THE SITE IF IT IS DETERMINED PROPOSED MEASURES ARE INEFFECTIVE.
3.CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND MAINTAINING DRAINAGE AND EROSION CONTROL FACILITIES AS
REQUIRED. STREETS SHALL BE KEPT CLEAN OF DEBRIS TRACKED TO AND FROM THE PROJECT SITE AND SHALL BE SWEPT AS
NECESSARY.
4.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE PAVED, SEEDED WITH NATIVE VEGETATION OR LANDSCAPED. REFER TO
LANDSCAPE PLANS FOR SEED MIX AND PLANTING SPECIFICATIONS.
5.EROSION CONTROL STRUCTURES BELOW SODDED AREAS MAY BE REMOVED ONCE SOD AND FINAL LANDSCAPING IS IN PLACE.
EROSION CONTROL STRUCTURES BELOW SEEDED AREAS MUST REMAIN IN PLACE UNTIL THE ENTIRE AREAS HAVE ESTABLISHED A
MATURE COVERING OF HEALTHY VEGETATION. EROSION CONTROL IN PROPOSED PAVED AREAS SHALL REMAIN IN PLACE UNTIL
PAVEMENT IS COMPLETE.
6.THIS PLAN IS ONLY TO BE USED FOR INSTALLATION FOR EROSION CONTROL FACILITIES. DO NOT USE THIS PLAN FOR GRADING OR
UTILITY CONSTRUCTION.
7.CONTRACTOR SHALL USE VEHICLE TRACKING CONTROL AT ALL LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE. THESE
FACILITIES SHALL BE MAINTAINED WHILE CONSTRUCTION IS IN PROGRESS, MOVED WHEN NECESSARY AND REMOVED WHEN THE
SITE IS PAVED.
8.INLET PROTECTION DEVICES SHALL BE INSTALLED IMMEDIATELY UPON INDIVIDUAL INLETS BECOMING FUNCTIONAL.
9.THE TEMPORARY PARKING AND STORAGE AREA SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE, EQUIPMENT CLEANING
AREA, EMPLOYEE BREAK AREA, AND AREA FOR LOCATION PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES.
10.ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, ETC.) SHALL BE DISPOSED OF IN THE WASHOUT AREA AS DETAILED IN
THE PLANS.
11.MAINTAIN ON THE SITE OR HAVE READILY AVAILABLE SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOATATION
BOOMS TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS.
12.FUGITIVE DUST BLOWING FROM THE SITE SHALL BE CONTROLLED BY SPRAYING WATER AND DUST CONTROL POLYMERS AS
NEEDED ON DRY AREAS OF THE SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST
SUPPRESSION OPERATIONS IS ABSOLUTELY PROHIBITED.
13.NO RUBBISH, TRASH, GARBAGE, OR OTHER SUCH MATERIALS SHALL BE DISCHARGED INTO DRAINAGE DITCHES, WATERS OF THE
STATE OR IN ANY AREA THAT IS NOT APPROVED TO ACCEPT SUCH MATERIALS.
14.IF THE STABILIZED CONSTRUCTION ENTRANCES ARE NOT EFFECTIVE IN REMOVING THE MAJORITY OF DIRT OR MUD FROM THE
TIRES OF THE CONSTRUCTION VEHICLES, THEN THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD. IF
WASHING IS USED, PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS
CARRIED OFF THE SITE.
15.ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE
REMOVED IMMEDIATELY UPON OCCURRENCE.
16.IF SOIL STOCKPILING IS EMPLOYED ON THE SITE, SILT FENCES SHALL BE USED TO HELP CONTAIN THE SEDIMENT. SUCH SILT FENCES
WILL BE CONSIDERED TO BE THE CONTRACTOR'S RESPONSIBILITY AND NOT NECESSARILY INCLUDED IN THE QUANTITY OF SILT
FENCE AS SHOWN OR DESCRIBED ON THIS PLAN.
17.SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND
EROSION (CAT TRACK).
18.ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE DISPOSED OF WITHIN THIRTY (30) DAYS AFTER FINAL
STABILIZATION. FINAL STABILIZATION HAS OCCURRED WHEN ALL SOIL DISTURBING ACTIVITIES ARE COMPLETED AND A UNIFORM
PERENNIAL VEGETATIVE COVER WITH A DENSITY OF 70% OF THE COVER FOR UNPAVED AREAS AND AREAS NOT COVERED BY
PERMANENT STRUCTURES HAS BEEN EMPLOYED.
19.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES, DITCHES, ETC.) DUE
TO GRADE CHANGES AND OTHER WORK DURING THE DEVELOPMENT OF THE PROJECT.
20.ALL OFF-SITE CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY. THIS INCLUDES BACK FILLING OF
TRENCHES FOR STORM DRAIN CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION.
21.THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL MEASURES CONTAINED IN THIS PLAN SHALL BE MAINTAINED IN FULLY
FUNCTIONAL CONDITION UNTIL FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES
SHALL BE CHECKED BY A QUALIFIED PERSON AT LEAST ONCE EVERY TWO (2) WEEKS AND WITHIN TWENTY-FOUR (24) HOURS OF
THE END OF A RAINFALL EVENT, AND SHOULD BE CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING:
A. INLET PROTECTION DEVICES AND BARRIERS SHALL BE FIXED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR
SHALL BE REPLACED IF THEY SHOW SIGNS OF DETERIORATION.
B. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE
FERTILIZED, RESEEDED, AND WATERED AS NEEDED.
C. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM
THE SILT FENCES WHEN IT REACH ONE-THIRD (13) TO ONE-HALF (12) THE HEIGHT OF THE SILT FENCE.
D. THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF
MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC REPLACING TO TOP DRESSING OF THE
CONSTRUCTION ENTRANCES WITH CLEAN ROCK, AS CONDITIONS DEMAND.
E. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND
STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AREA WITH CRUSHED ROCK AS
CONDITIONS DEMAND.
F. OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAINTAINED IN OPERATIONAL CONDITIONS AT ALL
TIMES. SEDIMENT IN THE SEDIMENTATION BASINS SHALL NOT EXCEED THE SEDIMENTATION CLEAN OUT LEVEL.
G. IF THE STONES IN THE GRAVEL INLET SEDIMENT FILTERS BECOME CLOGGED WITH SEDIMENT, THE STONES MUST BE
PULLED AWAY, CLEANED AND REPLACED.
H. THE SEDIMENTATION BASIN SHALL BE CHECKED REGULARLY TO INSURE THAT IT IS STRUCTURALLY SOUND AND HAS NOT
BEEN DAMAGED BY EROSION OR CONSTRUCTION EQUIPMENT AND THAT SEDIMENT THAT HAS BUILT UP IS REMOVED.
22.ALL EROSION CONTROL MEASURES ARE SUBJECT TO MODIFICATION, CHANGE, ETC... THROUGHOUT THE CONSTRUCTION. THIS
PLAN IS INTENDED TO BE A GUIDE TO CONTROL EROSION, HOWEVER ADDITIONAL MEASURES MAY NEED TO BE EMPLOYED TO
CONTROL EROSION DURING AND AFTER CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE TO EMPLOY AND DOCUMENT ALL
MEASURES NECESSARY TO CONTROL EROSION AND PROTECT THE ENVIRONMENT AND TO FULLY COMPLY WITH IPDES
REQUIREMENTS. MODIFICATION OF THIS PLAN AND SUPPORTING DOCUMENTATION BY THE USER OR CONTRACTOR ACCEPTS
FULL RESPONSIBILITY FOR IPDES COMPLIANCE.
23.PROVIDE A COPY OF THE SWPPP AND NOI TO THE CITY PRIOR TO BEGINNING OF WORK.
EROSION CONTROL NOTES
1.DIMENSIONS SHOWN ARE TO THE CENTER OF THE PIPELINE UNLESS OTHERWISE NOTED.
2.DISTANCES SHOWN ALONG PIPELINES ARE HORIZONTAL DISTANCES AND NOT ACTUAL PIPE LENGTH. MORE PIPE MAY BE
REQUIRED TO COMPLETE CONSTRUCTION THAN IS DIMENSIONED ON THE PLANS.
3.ALL WATER LINES ARE TO BE LOCATED AS SHOWN ON THE PROJECT PLANS UNLESS RELOCATED IN THE FIELD BY THE ENGINEER.
4.MINIMUM CLEARANCE BETWEEN NEW PIPELINES AND EXISTING UTILITIES AND STRUCTURES (EXCEPT SEWERS) SHALL BE FIVE (5)
FEET HORIZONTALLY. SEPARATION BETWEEN WATER LINES AND OTHER UTILITIES SHALL BE TEN (10) FEET MINIMUM.
5.THRUST BLOCKS SHALL BE PLACED ON WATERLINES AT ALL DIRECTION CHANGES, FITTINGS, BENDS, ELBOWS, FIRE HYDRANTS
AND GATES VALVES AS SHOWN IN THE PROJECT PLANS.
6.MINIMUM COVER FOR WATERLINES SHALL BE FIVE (5) FEET, SIX (6) FEET MAXIMUM, MEASURED TO THE TOP OF PIPE UNLESS
OTHERWISE SHOWN ON THE PLANS.
7.THERE SHALL BE TEN (10) FEET MINIMUM SEPARATION BETWEEN ALL NEW WATERLINES AND NEW SEWER LINES EXCEPT
WHERE THE LINES CROSS AT APPROXIMATE RIGHT ANGLES. A MINIMUM OF EIGHTEEN (18) INCH VERTICAL SEPARATION SHALL
BE MAINTAINED AT ALL CROSSINGS. SEE THE DETAILS IN THE PROJECT PLANS.
8.THE CONTRACTOR SHALL COORDINATE ALL LIVE TAPS AND ANY OTHER WORK OR MANIPULATION OF THE EXISTING WATER
SYSTEM WITH THE ENGINEER AND THE WATER SYSTEM OWNER / CITY.
9.ALL REDUCERS SHALL BE CONCENTRIC.
10.CHLORINATION WILL BE DONE BY THE CONTRACTOR AT THE CONTRACTORS EXPENSE. THE CONTRACTOR IS TO USE SODIUM
HYPOCHLORITE TO CHLORINATE THE SYSTEM AS OUTLINED IN SECTION 401.3.9.B.2. A & B OF DIVISION 400 OF THE ISPWC. THE
CONTRACTOR IS TO FOLLOW THE FILLING PROCEDURE OUTLINED IN SECTION 401.3.9.B.B.4 IN DIVISION 400 OF THE ISPWC. THE
CONTRACTOR IS ALSO TO FOLLOW THE FINAL FLUSHING AND BACTERIOLOGICAL TESTS AS OUTLINED IN SECTION 3.9.C & D OF
DIVISION 400 OF THE ISPWC.
11.ALL WATER SYSTEM COMPONENTS SHALL BE INSTALLED, PRESSURE TESTED, AND CHLORINATED PRIOR TO COMPLETING ANY
ROADWAY CONSTRUCTION. THE TESTING IS TO INCLUDE FLUSHING AND DISINFECTION AS OUTLINED IN SECTION 401.3.9 OF
DIVISION 400 OF THE ISPWC.
12.ALL AIR RELEASE AND COMBINATION AIR VALVES SHALL BE INSTALLED AT ANY HIGH POINT CREATED DURING INSTALLATION OF
THE WATER LINE. CONTRACTOR SHALL RECORD ACTUAL LOCATION OF VALVES ON FIELD RECORD DRAWINGS.
13.FOR CONNECTIONS TO EXISTING WATER LINES, SEWER LINES, OR ANY OTHER UTILITIES, CONTRACTOR SHALL FIELD VERIFY ALL
PIPE DIAMETERS, PIPE MATERIALS, FITTING ETC. PRIOR TO ORDERING FITTING AND MATERIALS. NO PAYMENT WILL BE MADE
FOR SHIPPING OR RESTOCKING OR REFABRICATION OF FITTINGS.
14.ALL GATE VALVES SHALL BE LOCATED NEAR TO TEES OR CROSSES AND THEIR ASSOCIATED REDUCERS AS SHOWN ON THE
PROJECT PLANS.
15.ALL CROSSES AND TEES SHALL BE INSTALLED WITH THE BRANCHES HAVING THE SIZE OF THE LARGEST ADJOINING PIPE UNLESS
OTHERWISE SHOWN. THE CONNECTION TO THE SMALLER LINES SHALL THEN BE MADE BY MEANS OF REDUCERS.
16.ALL MECHANICAL JOINT FITTINGS SHALL BE RESTRAINED USING MEGALUG RESTRAINING GLANDS AND RESTRAINING COUPLERS
IF NECESSARY TO DEVELOP THE CORRECT RESTRAINING LENGTHS IN ACCORDANCE WITH EBAA IRON, OR APPROVED EQUAL.
17.ALL MAINLINE VALVES AND FITTINGS LOCATED NEAR OTHER FITTINGS WILL REQUIRE TO BE FLANGED.
18.ALL FITTINGS TO BE LOCATED AND INSPECTED BY THE CITY PRIOR TO THE TRENCH BEING BACKFILLED.
19.ALL FITTINGS TO HAVE AN APPROPRIATE SIZED THRUST BLOCK AND THE THRUST BLOCK SHALL BE INSPECTED BY THE CITY PRIOR
TO THE TRENCH BEING BACKFILLED.
20.ALL WATER METERS TO BE INSTALLED PER CITY STANDARD DETAILS.
GENERAL NOTES WATER NOTES
DEMOLITION NOTES
1.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSE IN A LAWFUL MANNER IN
ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND
PAYING THE COST OF ALL PERMITS AND DISPOSAL FEES REQUIRED FOR DEMOLITION AND DISPOSAL. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO INSPECT THE PROPERTY FOR TYPE AND QUANTITY OF DEMOLITION REQUIRED, PRIOR TO
SUBMISSION OF A BID. THE BID SHALL REFLECT THE REMOVAL OF ALL ITEMS NECESSARY TO COMPLETE THE PROJECT AS DETAILED
IN THESE PLANS.
2.THE CONTRACTOR SHALL OBTAIN WRITTEN PERMISSION FROM ALL UTILITY COMPANIES PRIOR TO ANY DEMOLITION WORK OR
DISCONNECTION OF ANY SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND COMPLYING WITH ALL
REQUIREMENTS OF THE RESPECTIVE UTILITY COMPANIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANIES
CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE
TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND
CHARGES. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS
NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE.
3.ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLY
OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY
ANTICIPATED FEATURES. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PROVIDE NOTICE AND COORDINATE
WITH ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVE SERVICE LINES AND CAP ALL LINES THAT ARE NOT IN USE
BEFORE CONDUCTING SITE THE WORK. UTILITIES DETERMINED TO BE ABANDONED AND LEFT IN PLACE SHALL BE FULLY CAPPED
WITH A WATER TIGHT CAP AND ENCASED IN CONCRETE.
4.CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC., TO THE STANDARD
CONSTRUCTION PRACTICES AND AS APPROVED BY THE ENGINEER.
5.PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED.
6.CONTRACTORS SHALL LIMIT SAW - CUT & PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT'S REQUIRED AS SHOWN ON
THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR.
7.DAMAGE TO ALL EXISTING FEATURES NOT NOTED FOR REMOVAL SHALL BE REPLACED OR REPAIRED AT CONTRACTOR'S EXPENSE.
8.ANY UNFORESEEN CONDITIONS WHICH MAY BE UNCOVERED DURING THE PROCESS OF DEMOLITION SHALL BE BROUGHT TO THE
ATTENTION OF THE ENGINEER IMMEDIATELY. ADDITIONAL EXPENSES INCURRED BY UNFORESEEN CONDITIONS SHALL BE
APPROVED PRIOR TO THE ADDITIONAL WORK BEING PERFORMED.
GENERAL LEGEND
PROPOSED BOUNDARY LINE
PROPOSED PROPERTY LINE
PROPOSED EASEMENT LINE
PROPOSED CENTER LINE
SECTION LINE
WATER LINE
IRRIGATION LINE
SEWER LINE
STORM LINE
COUNTOUR LINES
EXISTING PROPOSED
FIRE HYDRANT / WATER VALVE
WATER METER / WATER SERVICE
IRRIGATION BOX / IRRIGATION SERVICE
SEWER MANHOLE
SEWER SERVICE
STORM MANHOLE / STORM CATCH BASIN
PWR
WSWS
IRIR
SS
SIDEWALK
STANDARD CURB / RIBBON CURB
UNDERGROUND / OVERHEAD POWER LINE
GAS LINE
TELEPHONE / FIBER LINE
CABLE TV LINE
GAS
TEL
CTV
PWR
TEL
CTV
FOFO
POWER POLE / POWER BOX
GAS METER
TELEPHONE BOX / FIBER OPTIC BOX
CABLE TV BOX/STREET LIGHT
SS
STORM INFILTRATION BED
CONSTRUCTION LIMITS
TEMPORARY BERM
SILT FENCE
DRAINAGE DITCH
ABBREVIATION LEGEND
AC
AP
BLK
BM
BTM
CB
CoR
CY
CL
EA
EX
FF
FH
FG
GB
IS
ACRES, ACREAGE
ANGLE POINT
BLOCK
BENCH MARK
BOTTOM
CATCH BASIN
CITY OF REXBURG
CUBIC YARD
CENTERLINE
EACH
EXISTING
FINISH FLOOR
FIRE HYDRANT
FINISH GRADE
GRADE BREAK
IRRIGATION SERVICE
IDAHO STANDARDS FOR PUBLIC
WORKS CONSTRUCTION
LINEAR FOOT
LOW POINT
LUMP SUM
MANHOLE
ISPWC
LF
LP
LS
MH
OFFSET
PAVEMENT
POINT OF CURVATURE
POINT OF TANGENCY
PUBLIC UTILITY EASEMENT
SQUARE FEET
SUBGRADE
SEWER SERVICE
SANITARY SEWER MANHOLE
STORM DRAIN MANHOLE
STORM DRAIN CATCH BASIN
STORM DRAIN INFILTRATOR GALLERY
STATION
SQUARE YARD
TOP BACK OF CURB
TOP OF WALL
VERTICAL POINT OF CURVATURE
VERTICAL POINT OF TANGENCY
WATER METER
WATER SERVICE
OFF
PAVE
PC
PT
PUE
SF
SG
SS
SSMH
SDMH
SDCB
SDIG
STA
SY
TBC
TOW
VPC
VPT
WM
WS
PORTABLE TOILET
DUMPSTER
CONCRETE WASHOUT
MAILBOX
INLET PROTECTION
www.sunrise-eng.com
TELEPHONE 208.234.0110
600 EAST OAK STREET, POCATELLO, ID 83201
ENGINEERING
S 89°51'42" W 2172.69'
N
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FOPWR
PWR
PWR
PWR
PWRPWR
TEL
PWR
FO
TELFO
TELFOTEL
FO
FO
FO
PWR
4855
4854
4854 48554853
48
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8
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4854
4853
4853
4853
4852
4852
48
5
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4852
4852
4854
48
5
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4854
4856
4856
4858
48
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4859
4859
4856
4
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6
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4853
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FULL SIZE SCALE (24"x36")
HALF SIZE SCALE (12"x18")SHEET NAME:
EXISTING SITE TOPOGRAPHY -
DEMOLITION PLAN
TAMANA FIELDS
INTELLECTUAL PROPERTY NOTICE
THE DESIGN, IDEAS, DRAWINGS CONTAINED WITHIN THIS SET OF
ASSOCIATED DOCUMENTS ARE THE SOLE PROPERTY OF SEI. THEY ARE
SUBJECT TO COPYRIGHT OF SEI. THEY ARE CREATED, EVOLVED AND
DEVELOPED FOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE
DRAWINGS, DESIGNS, MATERIALS OR INFORMATION CONTAINED
HEREIN, INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION,
WHICH IS NOT EXPRESSLY AUTHORIZED BY SEI, IS STRICTLY PROHIBITED
AS AN INFRINGEMENT OF ITS COPYRIGHT AND WILL RESULT IN
ENFORCEMENT UP TO THE FULLEST EXTENT OF THE LAW.
SHEET INFORMATION
DESIGNER:MQ
CREATED:
REVIEWER:
LAST REVISED:
REVISIONS
05.05.2026
OKC
DESCRIPTIONBYDATE#
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T. 6 N., R. 39 E., BM
CP&F INST. NO 268777
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PARCEL: RPRTAFS1010010
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SOUTH 1/4 CORNER OF SECTION 36.
T. 6 N., R. 39 E., BM
CP&F INST. NO 268013
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PARCEL: RPRXBCA0367220
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HOLDINGS
PARCEL:
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KTRI FARMS LLC
PARCEL:
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PARCEL:
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PARCEL:
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MCDONALD'S REAL
ESTATE COMPANY
PARCEL:
RPRTAFN0010021
34
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LINE TABLE
#
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
BEARING
N 23°49'35" E
N 29°36'42" E
N 59°56'59" W
N 29°36'42" E
S 64°51'06" E
N 89°49'23" E
S 27°28'12" W
S 27°09'39" W
S 18°58'26" W
S 18°49'12" W
S 29°59'25" W
S 00°00'30" W
S 26°22'21" E
S 00°00'30" W
S 16°24'12" W
DISTANCE
84.62'
149.75'
19.00'
222.10'
12.19'
165.67'
314.67'
11.24'
9.79'
228.09'
142.60'
63.11'
160.22'
56.69'
258.42'
#BEARING DISTANCE
EXISTING WATER
SURFACE INFORMATION
1 FOOT CONTOUR INTERVAL
1
BENCH MARKS
3"AC LS 4563
N: 779,117.25
E: 752,957.20
EL: 4,654.24
2
3
2"AL ILG
N: 778,447.22
E: 750,649.23
EL: 4,852.18
CONSTRUCTION ITEMS
1
3
2
REMOVAL OF EXISTING ASPHALT
OBLITERATION OF EXISTING STRIPING IN UNIVERSITY BLVD
(COORDINATE WITH ITD)
CONSTRUCTION NOTES
RETAIN AND PROTECT ALL EXISTING UNDERGROUND AND OVERHEAD
UTILITIES. CALL 811 TO LOCATE EXISTING UTILITIES PRIOR TO THE START OF
ANY WORK & COORDINATE AS NECESSARY DURING CONSTRUCTION.
1
3"AC LS 4563
N: 778,919.78
E: 752,374.74
EL: 4,853.70
2
3
4
4
5/8" IP NC
N: 778,719.26
E: 750,757.26
EL: 4,852.41
EXISTING SEWER
EXISTING 10"
WATER SLEEVE
EXISTING 10"
WATER SLEEVE
REMOVAL OF EXISTING IRRIGATION BOXES AND LINES
1
1 2
2
2
2
2
3
33
3
1
2
#
C1
C2
C3
RADIUS
670.00'
870.00'
500.00'
Δ
25°19'31"
21°54'31"
21°54'31"
ARC
LENGTH
296.15'
332.67'
191.19'
TANGENT
150.53'
168.39'
96.78'
CHORD
BEARING
S 77°30'51" E
N 78°52'08" E
S 78°52'08" W
CHORD
DISTANCE
293.74'
330.65'
190.03'
CURVE TABLE
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TELEPHONE 208.234.0110
600 EAST OAK STREET, POCATELLO, ID 83201
ENGINEERING
SAWCUT ASPHALT A MINIMUM 2 FEET FROM EXISTING EDGE. SAWCUT
FULL DEPTH TO ENSURE A SMOOTH TRANSITION.
46 REMOVAL OF EXISTING STREET SIGN
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ALGN - MIKAN DR
STA: 0+50
N:778984.84
E:752166.88
ALGN - MIKAN DR
STA: 10+75
N:777959.84
E:752166.88
IR
WS
SS
WS
FOPWR
PWR
PWR
PWR
PWRPWR
TEL
PWR
FO
TELFO
TELFOTEL
FO
FO
FO
PWR
WS
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1 INCH = 100 FEET
0
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50 100 200
FULL SIZE SCALE (24"x36")
HALF SIZE SCALE (12"x18")SHEET NAME:
PROPOSED SITE PLAN OVERVIEW
TAMANA FIELDS
INTELLECTUAL PROPERTY NOTICE
THE DESIGN, IDEAS, DRAWINGS CONTAINED WITHIN THIS SET OF
ASSOCIATED DOCUMENTS ARE THE SOLE PROPERTY OF SEI. THEY ARE
SUBJECT TO COPYRIGHT OF SEI. THEY ARE CREATED, EVOLVED AND
DEVELOPED FOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE
DRAWINGS, DESIGNS, MATERIALS OR INFORMATION CONTAINED
HEREIN, INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION,
WHICH IS NOT EXPRESSLY AUTHORIZED BY SEI, IS STRICTLY PROHIBITED
AS AN INFRINGEMENT OF ITS COPYRIGHT AND WILL RESULT IN
ENFORCEMENT UP TO THE FULLEST EXTENT OF THE LAW.
SHEET INFORMATION
DESIGNER:MQ
CREATED:
REVIEWER:
LAST REVISED:
REVISIONS
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OKC
DESCRIPTIONBYDATE#
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2
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4
UNIVERSITY BLVD.
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P
R
X
B
C
A
0
3
6
7
2
0
7
FUJIMOTO ATSU
PARCEL: RPRXBCA0367220
FU
J
I
M
O
T
O
S
H
I
R
O
PA
R
C
E
L
:
R
P
R
X
B
C
A
0
3
6
7
6
5
7
OLIVE GARDEN
HOLDINGS
PARCEL:
RPR4TN0001008A
KTRI FARMS LLC
PARCEL:
RPR4TN0001007A
KTRI FARMS LLC
PARCEL:
RPRTAFN0010061
MY NOGO LLC
PARCEL:
RPRTAFN0010090
VIXIE FAMILY TRUST
PARCEL:
RPRTAFN0010050
792 UNIVERSITY BLD LLC
PARCEL:
RPRTAFN0010031
MCDONALD'S REAL
ESTATE COMPANY
PARCEL:
RPRTAFN0010021
34
9
.
4
1
'
1
CONSTRUCTION NOTES
RETAIN AND PROTECT ALL EXISTING UNDERGROUND AND OVERHEADUTILITIES. CALL 811 TO LOCATE EXISTING UTILITIES PRIOR TO THE START OFANY WORK & COORDINATE AS NECESSARY DURING CONSTRUCTION.
EXISTING 10"
WATER SLEEVE
EXISTING 10"
WATER SLEEVE
WS-01
FH-01
FH-02
FH-03
FH-04
FH-05
FH-06
LOT 1
BLOCK 1
21.22 ACRES
924,596 SF
LOT 2
1.75 ACRES
76,380 SF
LOT 3
1.32 ACRES
57,502 SF
LOT 4
5.40 ACRES
235,225 SF
LOT 2
6.80 ACRES
296,209 SF
LOT 1
BLOCK 2
10.00 ACRES
435,601 SF
M
I
K
A
N
D
R
.
WS-02
8" WTR STUB-02
8" WTR STUB-03
8" WTR STUB-01
WATER CONNECTION POINT
WTR MAIN (BY OTHERS)
WT
R
M
A
I
N
(
B
Y
O
T
H
E
R
S
)
WTR CONNECTION POINT
(BY OTHERS)
SWR CONNECTION POINT
6" IRRI DRAIN
IS-02
IRRIGATION PUMP STATION
8" SWR STUB-02
8" SWR STUB-01
SS-02
www.sunrise-eng.com
TELEPHONE 208.234.0110
600 EAST OAK STREET, POCATELLO, ID 83201
ENGINEERING
WS-03
SS-03
IS-04
IS-01
IS-03
IS-05
IS-06
IRRIGATION
HEAD
WALL
LOT STA.OFF.EASTING (E)DEPTHNORTHING (N)
BL
K
1
IRRIGATION SERVICE TABLE
SIZE
4+06.88 57.5' R2
MIKAN DR. ALIGNMENT
2"
4+16.883 57.5' R
1+93.58 57.5' L2
5+38.881 57.5' LBL
K
2
778,627.97 752,109.38
778,617.97 752,109.38
778,841.27 752,224.38
778,495.97 752,224.38
4 6+41.88 57.5' R 778,392.97 752,109.38
LOT STA.OFF.EASTING (E)DEPTH
111+07.26 88' R
NORTHING (N)
1
BL
K
1
UNIVERSITY BLVD. ALIGNMENT
WATER SERVICE TABLE
SIZE
2"
2+12.13 57.5' R2
MIKAN DR. ALIGNMENT
2"
5+46.883 2"57.5' R
3+09.49 57.5' L2 8"
5+94.381 8"57.5' LBL
K
2
778,836.93 751,714.32
778,822.71 752,109.38
778,490.28 752,109.38
778,725.35 752,224.38
778,440.47 752,224.38
LOT STA.OFF.EASTING (E)DEPTHNORTHING (N)
BL
K
1
SEWER SERVICE TABLE
SIZE
3+86.88 57.5' R2
MIKAN DR. ALIGNMENT
4"
4+36.883 4"57.5' R
3+47.92 57.5' L2 8"
5+79.381 8"57.5' LBL
K
2
778,647.97 752,109.38
778,597.96 752,109.38
778,686.93 752,224.38
778,455.47 752,224.38
CHAMBER
TYPE
#OF
CHAMBER
#OF
END CAPS
10 2SC-740
UNIVERSITY BLVD. ALIGNMENT
INFILTRATOR GALLERY CONTROL TABLE
75' X 6.25'
MIKAN DR. ALIGNMENT
4848.88'
NAME
SDIG-01
GALLERY
BTM
GRAVEL
BTM
4848.38'
GRAVEL
DIMENSIONS
GRAVEL
TOP
4851.88'
12" INV. IN
ELEVATION
4849.92'
15 2SC-740 108.5' X 6.25'4847.36SDIG-03 4846.86 4850.36'4848.41'
7 2SC-740 53.5' X 6.25'4853.70'SDIG-02 4853.20'4856.70'4854.74'
SDIG-04 15 2SC-740 108.5' X 6.25'4847.36 4846.86 4850.36'4848.41'
2"
2"
2"
1+75.981 797.95' R 778,858.86 751,368.932"
2"
SDIG-01
V(AREA 1) = 752.40 CF
REQUIRED # OF STORM TECH 740 CHAMBERS = 10 UNITS
SDIG-02
V(AREA 2) = 545.50 CF
REQUIRED # OF STORM TECH 740 CHAMBERS = 7 UNITS
SDIG-03 (W) AND SDIG-04 (E)
V(AREA 3) = 2252.80 CF
REQUIRED # OF STORM TECH 740 CHAMBERS = 30 UNITS
PC
:
1
1
4
+
4
3
.
7
0
108 109 110 111 112 113 114 115
4855
4854
4855
4856
4856
4858
48
5
5
4856
4
8
5
7
4854.15 TBC MATCH
4854.36 EX PAVE
4855.06 TBC AP
4855.33 TBC AP
4855.22 TBC
4855.58 TBC
4855.69 TBC PC
4855.17 TBC PT 4855.28 TBC PT
4856.33 TBC PC
4856.10 TBC PC
4856.05 TBC PC
4855.64 TBC PC
4856.18 TBC PT
4855.92 TBC PT
4855.67 TBC PT
4856.67 TBC
4858.93 TBC PC
4859.62 TBC PT
4854.96 EX PAVE 4855.46 EX PAVE 4855.83 EX PAVE 4856.18 EX PAVE
4856.72 EX PAVE 4857.16 EX PAVE
4857.37 EX PAVE
4857.50 EX PAVE
4858.78 TBC
4857.62 TBC 4859.55 TBC4856.60 TBC AP
4858.10 TBC AP
1
CONSTRUCTION NOTES
RETAIN AND PROTECT ALL EXISTING UNDERGROUND AND OVERHEADUTILITIES. CALL 811 TO LOCATE EXISTING UTILITIES PRIOR TO THE START OFANY WORK & COORDINATE AS NECESSARY DURING CONSTRUCTION.
SH
E
E
T
N
U
M
B
E
R
C
-
5
.
0
1 INCH = 60 FEET
1 INCH = 30 FEET
0
0
15 30 60
603015
FULL SIZE SCALE (24"x36")
HALF SIZE SCALE (12"x18")SHEET NAME:
PROPOSED GRADING -
UNIVERSITY BLVD
STA. 108+00 - 115+75
TAMANA FIELDS
INTELLECTUAL PROPERTY NOTICE
THE DESIGN, IDEAS, DRAWINGS CONTAINED WITHIN THIS SET OF
ASSOCIATED DOCUMENTS ARE THE SOLE PROPERTY OF SEI. THEY ARE
SUBJECT TO COPYRIGHT OF SEI. THEY ARE CREATED, EVOLVED AND
DEVELOPED FOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE
DRAWINGS, DESIGNS, MATERIALS OR INFORMATION CONTAINED
HEREIN, INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION,
WHICH IS NOT EXPRESSLY AUTHORIZED BY SEI, IS STRICTLY PROHIBITED
AS AN INFRINGEMENT OF ITS COPYRIGHT AND WILL RESULT IN
ENFORCEMENT UP TO THE FULLEST EXTENT OF THE LAW.
SHEET INFORMATION
DESIGNER:MQ
CREATED:
REVIEWER:
LAST REVISED:
REVISIONS
05.05.2026
OKC
DESCRIPTIONBYDATE#
1
2
3
4
UNIVERSITY BLVD.
T
A
M
A
N
A
D
R
M
I
K
A
N
D
R
OLIVE GARDEN
HOLDINGS
PARCEL:
RPR4TN0001008A
KTRI FARMS LLC
PARCEL:
RPR4TN0001007A
KTRI FARMS LLC
PARCEL:
RPRTAFN0010061
CONSTRUCTION ITEMS
M
I
K
A
N
D
R
SE
E
S
H
E
E
T
11
5
+
7
5
C-
5
.
1
SHEET KEY
UNIVERSITY BLVD.
M
I
K
A
N
D
R
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CO
N
S
T
R
U
C
T
I
O
N
L
I
M
I
T
S
DISTURBANCE IS NOT PERMITTED OUTSIDE THE
CONSTRUCTION LIMITS
CONTRACTOR SHALL REMOVE UNUSED EXCESS MATERIAL AND GRUBBINGFROM THE CONSTRUCTION SITE UNLESS APPROVED BY ENGINEER.
3
4
4 EXCAVATION & EMBANKMENT (CONTRACTOR SHALL PROVIDE
EXCAVATION & EMBANKMENT PER THE LINES AND GRADES
SHOWN ON THESE PLANS) IMPORT OR EXPORT AS REQUIRED
444
3
3
www.sunrise-eng.com
TELEPHONE 208.234.0110
600 EAST OAK STREET, POCATELLO, ID 83201
ENGINEERING
LOT 1
BLOCK 1 LOT 2
P
T
:
1
1
7
+
5
9
.
6
4
P
C
:
1
2
1
+
5
7
.
8
4
116
117
118
119
120
121
122
123
124
4859
4857
4856
4859
4860
4861
4858
48
5
5
4855
4856
4858
48
5
9
4859
4859
4856
4858.41 EX PAVE 4858.46 EX PAVE
4858.66 EX PAVE
4859.04 EX PAVE
4858.38 EX PAVE
4858.14 EX PAVE
4857.92 EX PAVE
4859.47 TBC PC
4859.69 TBC
4859.92 TBC
4859.64 TBC PT4859.97 TBC
4859.57 TBC
4859.14 TBC
4858.90 TBC LP
4858.94 TBC AP
4859.00 TBC AP
4859.47 TBC PC
4858.54 TBC PT
4858.97 TBC
4859.17 TBC
4859.40 TBC
4858.07 TBC PT
4859.87 TBC PC
4859.21 LIP
4859.28 TBC
4859.81 EX PAVE
4860.29 EX PAVE
4859.62 EX PAVE
4859.38 EX PAVE
4859.26 EX PAVE
4859.28 TBC PC
4859.57 TBC PC
4858.62 TBC PC
4859.16 TBC PT
4859.35 TBC PT
4858.61 TBC PT
4859.67 TBC PC
4862.52 EX PAVE
4860.67 EX PAVE
4861.19 EX PAVE
4861.89 EX PAVE
4861.53 PAVE
4860.51 PAVE
4859.74 PAVE
1
CONSTRUCTION NOTES
RETAIN AND PROTECT ALL EXISTING UNDERGROUND AND OVERHEAD
UTILITIES. CALL 811 TO LOCATE EXISTING UTILITIES PRIOR TO THE START OF
ANY WORK & COORDINATE AS NECESSARY DURING CONSTRUCTION.
SH
E
E
T
N
U
M
B
E
R
C
-
5
.
1
1 INCH = 60 FEET
1 INCH = 30 FEET
0
0
15 30 60
603015
FULL SIZE SCALE (24"x36")
HALF SIZE SCALE (12"x18")SHEET NAME:
PROPOSED GRADING -
UNIVERSITY BLVD
STA. 115+75 - 124+00
TAMANA FIELDS
INTELLECTUAL PROPERTY NOTICE
THE DESIGN, IDEAS, DRAWINGS CONTAINED WITHIN THIS SET OF
ASSOCIATED DOCUMENTS ARE THE SOLE PROPERTY OF SEI. THEY ARE
SUBJECT TO COPYRIGHT OF SEI. THEY ARE CREATED, EVOLVED AND
DEVELOPED FOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE
DRAWINGS, DESIGNS, MATERIALS OR INFORMATION CONTAINED
HEREIN, INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION,
WHICH IS NOT EXPRESSLY AUTHORIZED BY SEI, IS STRICTLY PROHIBITED
AS AN INFRINGEMENT OF ITS COPYRIGHT AND WILL RESULT IN
ENFORCEMENT UP TO THE FULLEST EXTENT OF THE LAW.
SHEET INFORMATION
DESIGNER:MQ
CREATED:
REVIEWER:
LAST REVISED:
REVISIONS
05.05.2026
OKC
DESCRIPTIONBYDATE#
1
2
3
4
UNIVER
S
I
T
Y
B
L
V
D
.
M
I
K
A
N
D
R
MY NOGO LLC
PARCEL:
RPRTAFN0010090
CONSTRUCTION ITEMS
SE
E
S
H
E
E
T
11
5
+
7
5
C-
5
.
0
M
I
K
A
N
D
R
SHEET KEY
UNIVERSITY BLVD.
M
I
K
A
N
D
R
CONSTR
U
C
T
I
O
N
L
I
M
I
T
S
CONST
R
U
C
T
I
O
N
L
I
M
I
T
S
CO
N
S
T
R
U
C
T
I
O
N
L
I
M
I
T
S
DISTURBANCE IS NOT PERMITTED OUTSIDE THE
CONSTRUCTION LIMITS
CONTRACTOR SHALL REMOVE UNUSED EXCESS MATERIAL AND GRUBBING
FROM THE CONSTRUCTION SITE UNLESS APPROVED BY ENGINEER.
3
4
4 EXCAVATION & EMBANKMENT (CONTRACTOR SHALL PROVIDE
EXCAVATION & EMBANKMENT PER THE LINES AND GRADES
SHOWN ON THESE PLANS) IMPORT OR EXPORT AS REQUIRED
3
3
3
4
4
4
www.sunrise-eng.com
TELEPHONE 208.234.0110
600 EAST OAK STREET, POCATELLO, ID 83201
ENGINEERING
LOT 2
BLOCK 2
0 1 2 3 4 5
AL
G
N
-
M
I
K
A
N
D
R
ST
A
:
0
+
5
0
N:
7
7
8
9
8
4
.
8
4
E:
7
5
2
1
6
6
.
8
8
4
8
5
8
4
8
5
9
4
8
5
7
4855
4855
48
5
4
4
8
5
6
4
8
5
8
4857
4856.77 TBC
4856.77 TBC
4855.69 TBC
4855.69 TBC
4854.60 TBC
4854.60 TBC
4858.03 TBC PT
4858.42 TBC PC
4859.47 TBC PT
4859.62 TBC PC
1
CONSTRUCTION NOTES
RETAIN AND PROTECT ALL EXISTING UNDERGROUND AND OVERHEAD
UTILITIES. CALL 811 TO LOCATE EXISTING UTILITIES PRIOR TO THE START OF
ANY WORK & COORDINATE AS NECESSARY DURING CONSTRUCTION.
SH
E
E
T
N
U
M
B
E
R
C
-
5
.
2
www.sunrise-eng.com
TELEPHONE 208.234.0110
600 EAST OAK STREET, POCATELLO, ID 83201
ENGINEERING
1 INCH = 60 FEET
1 INCH = 30 FEET
0
0
15 30 60
603015
FULL SIZE SCALE (24"x36")
HALF SIZE SCALE (12"x18")SHEET NAME:
PROPOSED GRADING -
MIKAN DR.
STA. 0+50 - 5+50
TAMANA FIELDS
INTELLECTUAL PROPERTY NOTICE
THE DESIGN, IDEAS, DRAWINGS CONTAINED WITHIN THIS SET OF
ASSOCIATED DOCUMENTS ARE THE SOLE PROPERTY OF SEI. THEY ARE
SUBJECT TO COPYRIGHT OF SEI. THEY ARE CREATED, EVOLVED AND
DEVELOPED FOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE
DRAWINGS, DESIGNS, MATERIALS OR INFORMATION CONTAINED
HEREIN, INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION,
WHICH IS NOT EXPRESSLY AUTHORIZED BY SEI, IS STRICTLY PROHIBITED
AS AN INFRINGEMENT OF ITS COPYRIGHT AND WILL RESULT IN
ENFORCEMENT UP TO THE FULLEST EXTENT OF THE LAW.
SHEET INFORMATION
DESIGNER:MQ
CREATED:
REVIEWER:
LAST REVISED:
REVISIONS
05.05.2026
OKC
DESCRIPTIONBYDATE#
1
2
3
4
U
N
I
V
E
R
S
I
T
Y
B
L
V
D
.
MIKAN DR
CONSTRUCTION ITEMS
SE
E
S
H
E
E
T
5+
5
0
C-
5
.
3
SHEET KEY
UNIVERSITY BLVD.
M
I
K
A
N
D
R
CONSTRUCTION LIMITS
DISTURBANCE IS NOT PERMITTED OUTSIDE THE
CONSTRUCTION LIMITS
CONTRACTOR SHALL REMOVE UNUSED EXCESS MATERIAL AND GRUBBING
FROM THE CONSTRUCTION SITE UNLESS APPROVED BY ENGINEER.
3
4
4 EXCAVATION & EMBANKMENT (CONTRACTOR SHALL PROVIDE
EXCAVATION & EMBANKMENT PER THE LINES AND GRADES
SHOWN ON THESE PLANS) IMPORT OR EXPORT AS REQUIRED
33
4 4
LOT 2
LOT 2
BLOCK 1
LOT 1
BLOCK 2
LOT 3
6 7 8 9 10 10
AL
G
N
-
M
I
K
A
N
D
R
ST
A
:
1
0
+
7
5
N:
7
7
7
9
5
9
.
8
4
E:
7
5
2
1
6
6
.
8
8
4854
48
5
4
4853.77 TBC VPC
4853.77 TBC VPC
4853.08 TBC LP
4853.08 TBC LP
4853.18 TBC VPT
4853.18 TBC VPT
4853.37 TBC
4853.37 TBC
4853.77 TBC
4853.77 TBC
4854.17 TBC
4854.17 TBC
4854.44 TBC END
4854.44 TBC END
1
CONSTRUCTION NOTES
RETAIN AND PROTECT ALL EXISTING UNDERGROUND AND OVERHEAD
UTILITIES. CALL 811 TO LOCATE EXISTING UTILITIES PRIOR TO THE START OF
ANY WORK & COORDINATE AS NECESSARY DURING CONSTRUCTION.
SH
E
E
T
N
U
M
B
E
R
C
-
5
.
3
1 INCH = 60 FEET
1 INCH = 30 FEET
0
0
15 30 60
603015
FULL SIZE SCALE (24"x36")
HALF SIZE SCALE (12"x18")SHEET NAME:
PROPOSED GRADING -
MIKAN DR.
STA. 5+50 - 11+00
TAMANA FIELDS
INTELLECTUAL PROPERTY NOTICE
THE DESIGN, IDEAS, DRAWINGS CONTAINED WITHIN THIS SET OF
ASSOCIATED DOCUMENTS ARE THE SOLE PROPERTY OF SEI. THEY ARE
SUBJECT TO COPYRIGHT OF SEI. THEY ARE CREATED, EVOLVED AND
DEVELOPED FOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE
DRAWINGS, DESIGNS, MATERIALS OR INFORMATION CONTAINED
HEREIN, INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION,
WHICH IS NOT EXPRESSLY AUTHORIZED BY SEI, IS STRICTLY PROHIBITED
AS AN INFRINGEMENT OF ITS COPYRIGHT AND WILL RESULT IN
ENFORCEMENT UP TO THE FULLEST EXTENT OF THE LAW.
SHEET INFORMATION
DESIGNER:MQ
CREATED:
REVIEWER:
LAST REVISED:
REVISIONS
05.05.2026
OKC
DESCRIPTIONBYDATE#
1
2
3
4
CONSTRUCTION ITEMS
SHEET KEY
UNIVERSITY BLVD.
M
I
K
A
N
D
R
DISTURBANCE IS NOT PERMITTED OUTSIDE THE
CONSTRUCTION LIMITS
CONTRACTOR SHALL REMOVE UNUSED EXCESS MATERIAL AND GRUBBING
FROM THE CONSTRUCTION SITE UNLESS APPROVED BY ENGINEER.
3
4
4 EXCAVATION & EMBANKMENT (CONTRACTOR SHALL PROVIDE
EXCAVATION & EMBANKMENT PER THE LINES AND GRADES
SHOWN ON THESE PLANS) IMPORT OR EXPORT AS REQUIRED
MIKAN DR
CONSTRUCTION LIMITS
3
CONSTRUCTION LIMITS
3
4SE
E
S
H
E
E
T
5+
5
0
C-
5
.
2
4
LOT 1
BLOCK 2
www.sunrise-eng.com
TELEPHONE 208.234.0110
600 EAST OAK STREET, POCATELLO, ID 83201
ENGINEERING
LOT 4
BLOCK 1LOT 3
4860
4861
4858
4859
4856
4
8
6
5
4
8
5
4
4853
4852
4852
SS
4855
4854
4855
4856
4856 4858
4859
4857
4856
4859
48
5
5
48
5
5
4855
4854
4854 48554853
48
5
3
4
8
5
4
4854
4853
4853
4852
4854
48
5
4
4854
4856
4856
4858
48
5
9
4859
48
5
3
4853
48
5
2
SS
4
8
5
7
CONSTRUCTION NOTES
SH
E
E
T
N
U
M
B
E
R
C
-
6
.
0
1 INCH = 60 FEET
1 INCH = 30 FEET
0
0
15 30 60
603015
FULL SIZE SCALE (24"x36")
HALF SIZE SCALE (12"x18")SHEET NAME:
EROSION & SEDIMENT
CONTROL PLAN
TAMANA FIELDS
INTELLECTUAL PROPERTY NOTICE
THE DESIGN, IDEAS, DRAWINGS CONTAINED WITHIN THIS SET OF
ASSOCIATED DOCUMENTS ARE THE SOLE PROPERTY OF SEI. THEY ARE
SUBJECT TO COPYRIGHT OF SEI. THEY ARE CREATED, EVOLVED AND
DEVELOPED FOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE
DRAWINGS, DESIGNS, MATERIALS OR INFORMATION CONTAINED
HEREIN, INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION,
WHICH IS NOT EXPRESSLY AUTHORIZED BY SEI, IS STRICTLY PROHIBITED
AS AN INFRINGEMENT OF ITS COPYRIGHT AND WILL RESULT IN
ENFORCEMENT UP TO THE FULLEST EXTENT OF THE LAW.
SHEET INFORMATION
DESIGNER:MQ
CREATED:
REVIEWER:
LAST REVISED:
REVISIONS
05.05.2026
OKC
DESCRIPTIONBYDATE#
1
2
3
4
CONSTRUCTION ITEMS
SHEET KEY
UNIVERSITY BLVD.
M
I
K
A
N
D
R
LOT 4
M
I
K
A
N
D
R
3
3
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CO
N
S
T
R
U
C
T
I
O
N
L
I
M
I
T
S
CO
N
S
T
R
U
C
T
I
O
N
L
I
M
I
T
S
CONSTRUCTION LIMITS
LOT 3
UNIVERSITY BLVD.
LOT 2
3
LOT 1
BLOCK 1
LOT 2
STAGING AREA
3
LOT 1
BLOCK 2
5
6
7
STAGING AREA W/ BERM(SEE DETAIL 10 ON SHT C-9.0)
STABILIZED CONSTRUCTION ENTRANCE(SEE SE DETAIL 5 ON SHT C-9.0).
SILT FENCE(SEE SE DETAIL 6 ON SHT C-9.0).
INLET PROTECTION(SEE SE DETAIL 7 ON SHT C-9.0).
TEMPORARY MAILBOX OR EQUAL(SEE SE DETAIL 8 ON SHT C-9.0).
CONCRETE WASHOUT(SEE SE DETAIL 9 ON SHT C-9.0).
TEMPORARY DIVERSION DITCH(SEE SE DETAIL 10 ON SHT C-9.0).
8
9
10
11
DISTURBANCE IS NOT PERMITTED OUTSIDE THE
CONSTRUCTION LIMITS
CONTRACTOR SHALL REMOVE UNUSED EXCESS MATERIAL AND GRUBBINGFROM THE CONSTRUCTION SITE UNLESS APPROVED BY ENGINEER.
3
4
5
6
7
SWEEP ASPHALT ROUTINELY AS REQUIRED TO REMOVE SOIL DEBRIS.
REFER TO SWPPP PLAN AND DOCUMENTS PREPARED BY SE FORSPECIFICATIONS AND DETAILS ON EROSION CONTROL.
REMOVE SEDIMENT FROM STORM SYSTEM AT CONCLUSION OFCONSTRUCTION WHEN THE SITE IS FULLY STABILIZED.
5
5
6
6
6
6
6
7
7
7 7
7
7
7
7
7
7
7
8
9
11
10
10
10
6
www.sunrise-eng.com
TELEPHONE 208.234.0110
600 EAST OAK STREET, POCATELLO, ID 83201
ENGINEERING
246.34' 8" 0.71%
EXMH-01
STA: 2+00.08
OFF: -8.72 L
RIM: 4853.92
INV IN: 4839.02
INV OUT: 4838.82
285.69' OF 8" ASTM D-3034 @ 0.40%
SSMH-01
STA: 4+90.89
OFF: -7.50 L
RIM: 4852.50
INV IN: 4840.36
INV OUT: 4840.16
EX
F
H
-
0
1
ST
A
:
2
+
0
2
.
4
4
OF
F
S
E
T
:
4
.
5
3
'
R
FL
A
N
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E
:
4
8
5
2
.
0
8
EX
F
H
-
0
2
ST
A
:
1
+
3
9
.
1
1
OF
F
S
E
T
:
3
0
.
9
5
'
R
FL
A
N
G
E
:
4
8
5
2
.
7
4
PI
:
4
+
8
0
.
8
5
1 2 3 4
5
6
AL
G
N
-
O
F
F
S
I
T
E
U
T
I
L
I
T
Y
ST
A
:
1
+
0
0
N:
7
7
8
6
3
9
.
4
3
E:
7
5
0
5
9
6
.
6
7
10
CONSTRUCTION NOTES
SH
E
E
T
N
U
M
B
E
R
C
-
7
.
0
1 INCH = 40 FEET
1 INCH = 20 FEET
0
0
10 20 40
402010
FULL SIZE SCALE (24"x36")
HALF SIZE SCALE (12"x18")SHEET NAME:
PLAN & PROFILE - OFFSITE UTILITIES
STA. 1+00 - 5+75
TAMANA FIELDS
INTELLECTUAL PROPERTY NOTICE
THE DESIGN, IDEAS, DRAWINGS CONTAINED WITHIN THIS SET OF
ASSOCIATED DOCUMENTS ARE THE SOLE PROPERTY OF SEI. THEY ARE
SUBJECT TO COPYRIGHT OF SEI. THEY ARE CREATED, EVOLVED AND
DEVELOPED FOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE
DRAWINGS, DESIGNS, MATERIALS OR INFORMATION CONTAINED
HEREIN, INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION,
WHICH IS NOT EXPRESSLY AUTHORIZED BY SEI, IS STRICTLY PROHIBITED
AS AN INFRINGEMENT OF ITS COPYRIGHT AND WILL RESULT IN
ENFORCEMENT UP TO THE FULLEST EXTENT OF THE LAW.
SHEET INFORMATION
DESIGNER:MQ
CREATED:
REVIEWER:
LAST REVISED:
REVISIONS
05.05.2026
OKC
DESCRIPTIONBYDATE#
1
2
3
4
CONSTRUCTION ITEMS
SHEET KEY
UNIVERSITY BLVD.
M
I
K
A
N
D
R
S
E
E
S
H
E
E
T
5
+
5
0
C
-
7
.
1
www.sunrise-eng.com
TELEPHONE 208.234.0110
600 EAST OAK STREET, POCATELLO, ID 83201
ENGINEERING
1+00 2+00 3+00 4+00 5+00
4830
4840
4850
SE
E
S
H
E
E
T
5+
7
5
C-
7
.
1
4860
4830
4840
4850
4860
CONNECT INTO EXISTING SEWER MANHOLE. VERIFY LOCATION, MATERIAL,
AND DEPTH. CORE DRILL INVERT IN ELEVATION TO BE 0.20' MINIMUM ABOVE
THE INVERT OUT ELEVATION. NOTIFY ENGINEER PRIOR TO CONSTRUCTION.
8
WTR CONNECTION POINT
(BY OTHERS)
9
WATER MAIN TO BE CONSTRUCTED BY OTHERS AT A FUTURE DATE.
8
9
9
EXISTING SURFACE
RIM ELEVATION TO BE A MINIMUM OF 0.50 FEET ABOVE EXISTING GRADE.10
16
17
8" ASTM-D 3034 SANITARY SEWER LINE
(SEE ISPWC DETAIL SD-407 & CoR STANDARD DETAIL ON SHT 8)
48" SANITARY SEWER MANHOLE
(SEE ISPWC DETAILS SD-501A, SD-507, SD-507A, & SD-508)
16
16
17
LOT 1
BLOCK 1
TF LAND DEVELOPMENT
PARCEL: RPRTAFS1010020
TF LAND
DEVELOPMENT
PARCEL:
RPRTAFS1010030
RETAIN AND PROTECT ALL EXISTING UNDERGROUND AND OVERHEAD
UTILITIES. CALL 811 TO LOCATE EXISTING UTILITIES PRIOR TO THE START OF
ANY WORK & COORDINATE AS NECESSARY DURING CONSTRUCTION.
1
1
304.00' OF 8" ASTM D-3034 @ 0.40%
SSMH-02
STA: 7+94.89
OFF: -7.50 L
RIM: 4852.95
INV IN: 4841.78
INV OUT: 4841.58
304.00' OF 8" ASTM D-3034 @ 0.40%
6 7 8 9
10
CONSTRUCTION NOTES
SH
E
E
T
N
U
M
B
E
R
C
-
7
.
1
1 INCH = 40 FEET
1 INCH = 20 FEET
0
0
10 20 40
402010
FULL SIZE SCALE (24"x36")
HALF SIZE SCALE (12"x18")SHEET NAME:
PLAN & PROFILE - OFFSITE UTILITIES
STA. 5+75 - 9+50
TAMANA FIELDS
INTELLECTUAL PROPERTY NOTICE
THE DESIGN, IDEAS, DRAWINGS CONTAINED WITHIN THIS SET OF
ASSOCIATED DOCUMENTS ARE THE SOLE PROPERTY OF SEI. THEY ARE
SUBJECT TO COPYRIGHT OF SEI. THEY ARE CREATED, EVOLVED AND
DEVELOPED FOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE
DRAWINGS, DESIGNS, MATERIALS OR INFORMATION CONTAINED
HEREIN, INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION,
WHICH IS NOT EXPRESSLY AUTHORIZED BY SEI, IS STRICTLY PROHIBITED
AS AN INFRINGEMENT OF ITS COPYRIGHT AND WILL RESULT IN
ENFORCEMENT UP TO THE FULLEST EXTENT OF THE LAW.
SHEET INFORMATION
DESIGNER:MQ
CREATED:
REVIEWER:
LAST REVISED:
REVISIONS
05.05.2026
OKC
DESCRIPTIONBYDATE#
1
2
3
4
CONSTRUCTION ITEMS
SHEET KEY
UNIVERSITY BLVD.
M
I
K
A
N
D
R
SE
E
S
H
E
E
T
5+
7
5
C-
7
.
0
www.sunrise-eng.com
TELEPHONE 208.234.0110
600 EAST OAK STREET, POCATELLO, ID 83201
ENGINEERING
6+00 7+00 8+00 9+00
4830
4840
4850
SE
E
S
H
E
E
T
9+
5
0
C-
7
.
2
4860
4830
4840
4850
4860
8 WATER MAIN TO BE CONSTRUCTED BY OTHERS AT A FUTURE DATE.
EXISTING SURFACE
RIM ELEVATION TO BE A MINIMUM OF 0.50 FEET ABOVE EXISTING GRADE.10
16
17
8" ASTM-D 3034 SANITARY SEWER LINE
(SEE ISPWC DETAIL SD-407 & CoR STANDARD DETAIL ON SHT 8)
48" SANITARY SEWER MANHOLE
(SEE ISPWC DETAILS SD-501A, SD-507, SD-507A, & SD-508)
16 1617
SE
E
S
H
E
E
T
5+
7
5
C-
7
.
0
SE
E
S
H
E
E
T
9+
5
0
C-
7
.
2
LOT 1
BLOCK 1
8
SSMH-03
STA: 10+98.89
OFF: -7.50 L
RIM: 4853.50
INV IN: 4843.20
INV OUT: 4843.00
304.00' OF 8" ASTM D-3034 @ 0.40%
304.00' OF 8" ASTM D-3034 @ 0.40%
10 11 12 13
10
CONSTRUCTION NOTES
SH
E
E
T
N
U
M
B
E
R
C
-
7
.
2
1 INCH = 40 FEET
1 INCH = 20 FEET
0
0
10 20 40
402010
FULL SIZE SCALE (24"x36")
HALF SIZE SCALE (12"x18")SHEET NAME:
PLAN & PROFILE - OFFSITE UTILITIES
STA. 9+50 - 13+25
TAMANA FIELDS
INTELLECTUAL PROPERTY NOTICE
THE DESIGN, IDEAS, DRAWINGS CONTAINED WITHIN THIS SET OF
ASSOCIATED DOCUMENTS ARE THE SOLE PROPERTY OF SEI. THEY ARE
SUBJECT TO COPYRIGHT OF SEI. THEY ARE CREATED, EVOLVED AND
DEVELOPED FOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE
DRAWINGS, DESIGNS, MATERIALS OR INFORMATION CONTAINED
HEREIN, INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION,
WHICH IS NOT EXPRESSLY AUTHORIZED BY SEI, IS STRICTLY PROHIBITED
AS AN INFRINGEMENT OF ITS COPYRIGHT AND WILL RESULT IN
ENFORCEMENT UP TO THE FULLEST EXTENT OF THE LAW.
SHEET INFORMATION
DESIGNER:MQ
CREATED:
REVIEWER:
LAST REVISED:
REVISIONS
05.05.2026
OKC
DESCRIPTIONBYDATE#
1
2
3
4
CONSTRUCTION ITEMS
SHEET KEY
UNIVERSITY BLVD.
M
I
K
A
N
D
R
SE
E
S
H
E
E
T
9+
5
0
C-
7
.
1
www.sunrise-eng.com
TELEPHONE 208.234.0110
600 EAST OAK STREET, POCATELLO, ID 83201
ENGINEERING
10+00 11+00 12+00 13+00
4830
4840
4850
SE
E
S
H
E
E
T
13
+
2
5
C-
7
.
3
4860
4830
4840
4850
4860
8 WATER MAIN TO BE CONSTRUCTED BY OTHERS AT A FUTURE DATE.
EXISTING SURFACE
RIM ELEVATION TO BE A MINIMUM OF 0.50 FEET ABOVE EXISTING GRADE.10
16
17
8" ASTM-D 3034 SANITARY SEWER LINE
(SEE ISPWC DETAIL SD-407 & CoR STANDARD DETAIL ON SHT 8)
48" SANITARY SEWER MANHOLE
(SEE ISPWC DETAILS SD-501A, SD-507, SD-507A, & SD-508)
161617
SE
E
S
H
E
E
T
9+
5
0
C-
7
.
1
SE
E
S
H
E
E
T
13
+
2
5
C-
7
.
3
LOT 1
BLOCK 1
LOT 4
BLOCK 1
8
SSMH-04
STA: 14+02.89
OFF: -7.50 L
RIM: 4853.33
INV IN: 4844.62
INV OUT: 4844.42
303.94' OF 8" ASTM D-3034 @ 0.40%
SSMH-05
STA: 17+06.83
OFF: -7.50 L
RIM: 4853.58
INV IN: 4846.04
INV IN: 4846.04
INV IN: 4846.04
INV OUT: 4845.84
72.50' OF 8" ASTM D-3034 @ 0.40%
FH
-
0
1
ST
A
:
1
5
+
0
6
.
6
5
OF
F
S
E
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:
2
0
.
5
0
'
R
FL
A
N
G
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:
4
8
5
3
.
7
5
8"
W
A
T
E
R
M
A
I
N
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R
O
S
S
ST
A
:
1
7
+
3
6
.
8
3
OF
F
S
E
T
:
7
.
5
0
'
R
8" CLASS 50, AWWA C151 DIP
8" CLASS 50, AWWA C151 DIP
304.00' OF 8" ASTM D-3034 @ 0.40%
6"
I
R
R
I
M
A
I
N
ST
A
:
1
7
+
1
4
.
3
5
OF
F
S
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:
0
.
0
0
'
L
14 15 16 17 1818
AL
G
N
-
O
F
F
S
I
T
E
U
T
I
L
I
T
Y
ST
A
:
1
8
+
0
0
N:
7
7
8
4
4
7
.
9
7
E:
7
5
2
2
4
5
.
0
5
WS
IR
10
CONSTRUCTION NOTES
SH
E
E
T
N
U
M
B
E
R
C
-
7
.
3
1 INCH = 40 FEET
1 INCH = 20 FEET
0
0
10 20 40
402010
FULL SIZE SCALE (24"x36")
HALF SIZE SCALE (12"x18")SHEET NAME:
PLAN & PROFILE - OFFSITE UTILITIES
STA. 13+25 - 18+00
TAMANA FIELDS
INTELLECTUAL PROPERTY NOTICE
THE DESIGN, IDEAS, DRAWINGS CONTAINED WITHIN THIS SET OF
ASSOCIATED DOCUMENTS ARE THE SOLE PROPERTY OF SEI. THEY ARE
SUBJECT TO COPYRIGHT OF SEI. THEY ARE CREATED, EVOLVED AND
DEVELOPED FOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE
DRAWINGS, DESIGNS, MATERIALS OR INFORMATION CONTAINED
HEREIN, INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION,
WHICH IS NOT EXPRESSLY AUTHORIZED BY SEI, IS STRICTLY PROHIBITED
AS AN INFRINGEMENT OF ITS COPYRIGHT AND WILL RESULT IN
ENFORCEMENT UP TO THE FULLEST EXTENT OF THE LAW.
SHEET INFORMATION
DESIGNER:MQ
CREATED:
REVIEWER:
LAST REVISED:
REVISIONS
05.05.2026
OKC
DESCRIPTIONBYDATE#
1
2
3
4
CONSTRUCTION ITEMS
SHEET KEY
UNIVERSITY BLVD.
M
I
K
A
N
D
R
www.sunrise-eng.com
TELEPHONE 208.234.0110
600 EAST OAK STREET, POCATELLO, ID 83201
ENGINEERING
15+00 16+00 17+00 18+00
4840
4850
SE
E
S
H
E
E
T
13
+
2
5
C-
7
.
2
4860
4840
4850
4860
EXISTING SURFACE
RIM ELEVATION TO BE A MINIMUM OF 0.50 FEET ABOVE EXISTING GRADE.10
16
17
8" ASTM-D 3034 SANITARY SEWER LINE
(SEE ISPWC DETAIL SD-407 & CoR STANDARD DETAIL ON SHT 8)
48" SANITARY SEWER MANHOLE
(SEE ISPWC DETAILS SD-501A, SD-507, SD-507A, & SD-508)
1616
17
SE
E
S
H
E
E
T
13
+
2
5
C-
7
.
2
LOT 4
BLOCK 1
LOT 1
BLOCK 2
LOT 3
BLOCK 1
LOT 1
BLOCK 1
10
17
12
13
14 FIRE HYDRANT ASSEMBLY
(SEE ISPWC DETAIL SD-404)
8" CLASS 50, AWWA C151 DIP WATERLINE
(SEE ISPWC DETAILS SD-403, 407, & CoR STANDARD DETAIL ON SHT 8)
8" WATER VALVE
(SEE ISPWC DETAIL SD-406)
12 12
13
13
14
FH-01
16
8 WATER MAIN TO BE CONSTRUCTED BY OTHERS AT A FUTURE DATE.
8
***NON-POTABLE WATER CROSSING***MAINTAIN A MINIMUM VERTICAL
SEPARATION OF 18" BETWEEN POTABLE AND NON-POTABLE LINES. IF
MINIMUM SEPARATION CAN NOT BE DONE, SLEEVE PER ISPWC DETAIL SD-307.
11
11
M
I
K
A
N
D
R
.
14+00
12
CAP AND BLOCK END
CAP AND BLOCK END
109 110 111 112
WS
0.64%0.50%0.37%0.35%0.45%
BO
P
S
T
A
=
1
0
8
+
3
8
.
8
8
BO
P
E
L
V
=
4
8
5
4
.
7
7
SDMH-01
STA: 108+42.16
OFF: 39.50 R
RIM: 4854.79
INV IN: 4850.14
INV OUT: 4849.94
SDCB-01
STA: 108+42.16
OFF: 30.71 R
RIM: 4854.18
INV OUT: 4850.18
5.00' OF 12" HDPE @ 0.40%
8" CLASS 50, AWWA C151 DIP
8"
W
A
T
E
R
M
A
I
N
9
0
°
B
E
N
D
ST
A
:
1
1
0
+
9
8
.
9
8
OF
F
S
E
T
:
6
0
.
0
0
'
R
108
IR
CONSTRUCTION NOTES
SH
E
E
T
N
U
M
B
E
R
C
-
7
.
4
1 INCH = 40 FEET
1 INCH = 20 FEET
0
0
10 20 40
402010
FULL SIZE SCALE (24"x36")
HALF SIZE SCALE (12"x18")SHEET NAME:
PLAN & PROFILE - UNIVERSITY BLVD.
STA. 108+00 - 112+50
TAMANA FIELDS
INTELLECTUAL PROPERTY NOTICE
THE DESIGN, IDEAS, DRAWINGS CONTAINED WITHIN THIS SET OF
ASSOCIATED DOCUMENTS ARE THE SOLE PROPERTY OF SEI. THEY ARE
SUBJECT TO COPYRIGHT OF SEI. THEY ARE CREATED, EVOLVED AND
DEVELOPED FOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE
DRAWINGS, DESIGNS, MATERIALS OR INFORMATION CONTAINED
HEREIN, INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION,
WHICH IS NOT EXPRESSLY AUTHORIZED BY SEI, IS STRICTLY PROHIBITED
AS AN INFRINGEMENT OF ITS COPYRIGHT AND WILL RESULT IN
ENFORCEMENT UP TO THE FULLEST EXTENT OF THE LAW.
SHEET INFORMATION
DESIGNER:MQ
CREATED:
REVIEWER:
LAST REVISED:
REVISIONS
05.05.2026
OKC
DESCRIPTIONBYDATE#
1
2
3
4
CONSTRUCTION ITEMS
SHEET KEY
UNIVERSITY BLVD.
M
I
K
A
N
D
R
SE
E
S
H
E
E
T
11
2
+
5
0
C-
7
.
5
www.sunrise-eng.com
TELEPHONE 208.234.0110
600 EAST OAK STREET, POCATELLO, ID 83201
ENGINEERING
108+00 109+00 110+00 111+00 112+00
4840
4850
4860
4870
4840
4850
4860
4870
SE
E
S
H
E
E
T
11
2
+
5
0
C-
7
.
5
UNIVERSITY BLVD.
LOT 1
BLOCK 1
12
13
15
8" CLASS 50, AWWA C151 DIP WATERLINE
(SEE ISPWC DETAILS SD-403, 407, & CoR STANDARD DETAIL ON SHT 8)
2" SINGLE WATER SERVICE W/ METER
(SEE CoR STANDARD DETAIL ON SHT 16)
8" WATER VALVE
(SEE ISPWC DETAIL SD-406)
CONNECT INTO EXISTING WATERLINE. VERIFY LOCATION, MATERIAL, AND
DEPTH. COORDINATE WITH CITY WATER DEPARTMENT ON HOT TAP.
NOTIFY THE ENGINEER PRIOR TO CONSTRUCTION.
TEMPORARY 2" VALVE FOR WATER TESTING AND CHLORINATION
INJECTIONS.
12
13
14
EXPOSE EXISTING 10" WATER MAIN SLEEVE AND VERITY ELEVATION PRIOR TO
CONSTRUCTION OF THE NEW WATER MAIN. CONTRACTOR IS RESPONSIBLE TO
ARCHIVE CORRECT ELEVATIONS TO UTILIZE EXISTING 10" SLEEVE.
MATCH INTO EXISTING PAVEMENT, SIDEWALK, CURB & GUTTER TO ENSURE
A SMOOTH TRANSITION.15
16
17
ENSURE THAT FLOW LINE OF NEW VALLEY GUTTER MATCHES THE FLOW
LINE OF THE CURB & GUTTER ON BOTH ENDS.
SC-740 INFILTRATOR, INCLUDES ALL INCIDENTALS (STONE, END CAPS,
HEADERS, FABRIC, ETC.) TO INSTALL AS DEPICTED ON THESE PLANS.
19
20
21
22
12" HDPE STORM SEWER LINE
(SEE CoR STANDARD DETAIL ON SHT 8)
48" STORM SEWER MANHOLE
(SEE ISPWC DETAILS SD-611, SD-616, SD-617, SD-618 & CoR STANDARD
DETAIL ON SHT 18)
STORM SEWER CATCH BASIN TYPE I W/ GRATE
(SEE ISPWC DETAILS SD-601 & SD-610A)
SC-740 INFILTRATOR CHAMBERS
(SEE CoR STANDARD DETAIL ON SHT 18, ADS SC-740 STANDARD DETAILS,
AND ELEVATIONS ON SE SHT C-4.0 )
STANDARD 6" VERTICAL CURB & GUTTER - 2' WIDE
(SEE ISPWC DETAIL SD-701)
PEDESTRIAN RAMP
(SEE CoR STANDARD DETAIL ON SHT 6)
CROSS DRAIN - VALLEY GUTTER
(SEE CoR STANDARD DETAIL ON SHT 6)
SIDEWALK - 5' WIDE
(SEE ISPWC DETAIL SD-709)
32
33
35
36
37
38
39
12
13
13
12
13
15
19
19 12
EXISTING SURFACE @
ALIGNMENT
EXISTING SURFACE ABOVE WATER MAIN
(60 FEET RIGHT OF ALIGNMENT)
PROPOSED SURFACE ABOVE WATER MAIN
(60' RIGHT OF ALIGNMENT)
20
21
8.80 L.F. @ 0.40%
22
32
32
33
35
35
3636
36
37
38
39
39
39
14
15
15
15 15
16
16
17
DETAIL A-A
SCALE: 1"=10'
33
33
UNIVERSITY BLVD.
DETAIL A-A (THIS SHEET)
RETAIN AND PROTECT ALL EXISTING UNDERGROUND AND OVERHEAD
UTILITIES. CALL 811 TO LOCATE EXISTING UTILITIES PRIOR TO THE START OF
ANY WORK & COORDINATE AS NECESSARY DURING CONSTRUCTION.
1
1
1
UNIVERSITY BLVD. ROAD SECTION
(SEE SE DETAIL 39 ON SHT C-9.1)
CONCRETE ISLAND
(SEE SE DETAIL 38 ON SHT C-9.1)
SPILL 6" VERTICAL CURB & GUTTER - 2' WIDE
(SEE SE DETAIL 33 ON SHT C-9.1)
27 2" PRESSURE IRRIGATION SERVICE WITH FIBERGLASS VALVE BOX
(SEE SE DETAIL 27 ON SHT C-9.0)
(SAME SERVICE SHOWN ON SHTS C-7.4, C-7.5, AND C-7.8)
27
0.45%0.42%0.31%0.29%0.42%0.46%IN
T
S
T
A
=
1
1
5
+
6
0
.
5
4
IN
T
E
L
V
=
4
8
5
7
.
7
5
8"
W
A
T
E
R
M
A
I
N
T
E
E
ST
A
:
1
1
5
+
6
5
.
4
1
OF
F
S
E
T
:
6
0
.
0
0
'
R
8" CLASS 50, AWWA
C
1
5
1
D
I
P
6"
I
R
R
I
G
A
T
I
O
N
MA
I
N
9
0
°
B
E
N
D
ST
A
:
1
1
5
+
4
3
.
5
0
OF
F
S
E
T
:
6
5
.
0
0
'
R
6" PW EAGLE
C
L
A
S
S
2
0
0
I
P
S
PC
:
1
1
4
+
4
3
.
7
0
113 114
115
116
117
PWR
TEL
FO
IR
CONSTRUCTION NOTES
SH
E
E
T
N
U
M
B
E
R
C
-
7
.
5
1 INCH = 40 FEET
1 INCH = 20 FEET
0
0
10 20 40
402010
FULL SIZE SCALE (24"x36")
HALF SIZE SCALE (12"x18")SHEET NAME:
PLAN & PROFILE - UNIVERSITY BLVD.
STA. 112+50 - 117+00
TAMANA FIELDS
INTELLECTUAL PROPERTY NOTICE
THE DESIGN, IDEAS, DRAWINGS CONTAINED WITHIN THIS SET OF
ASSOCIATED DOCUMENTS ARE THE SOLE PROPERTY OF SEI. THEY ARE
SUBJECT TO COPYRIGHT OF SEI. THEY ARE CREATED, EVOLVED AND
DEVELOPED FOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE
DRAWINGS, DESIGNS, MATERIALS OR INFORMATION CONTAINED
HEREIN, INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION,
WHICH IS NOT EXPRESSLY AUTHORIZED BY SEI, IS STRICTLY PROHIBITED
AS AN INFRINGEMENT OF ITS COPYRIGHT AND WILL RESULT IN
ENFORCEMENT UP TO THE FULLEST EXTENT OF THE LAW.
SHEET INFORMATION
DESIGNER:MQ
CREATED:
REVIEWER:
LAST REVISED:
REVISIONS
05.05.2026
OKC
DESCRIPTIONBYDATE#
1
2
3
4
CONSTRUCTION ITEMS
SHEET KEY
UNIVERSITY BLVD.
M
I
K
A
N
D
R
www.sunrise-eng.com
TELEPHONE 208.234.0110
600 EAST OAK STREET, POCATELLO, ID 83201
ENGINEERING
113+00 114+00 115+00 116+00 117+00
4840
4850
4860
4870
4840
4850
4860
4870
SE
E
S
H
E
E
T
11
7
+
0
0
C-
7
.
6
UNIVERSITY BLVD.
LOT 2
BLOCK 2
LOT 1
BLOCK 1 M
I
K
A
N
D
R
.
12
13
8" CLASS 50, AWWA C151 DIP WATERLINE
(SEE ISPWC DETAILS SD-403, 407, & CoR STANDARD DETAIL ON SHT 8)
8" WATER VALVE
(SEE ISPWC DETAIL SD-406)
MATCH INTO EXISTING PAVEMENT, SIDEWALK, CURB & GUTTER TO ENSURE
A SMOOTH TRANSITION.15
17 SC-740 INFILTRATOR, INCLUDES ALL INCIDENTALS (STONE, END CAPS,
HEADERS, FABRIC, ETC.) TO INSTALL AS DEPICTED ON THESE PLANS.
STANDARD 6" VERTICAL CURB & GUTTER - 2' WIDE
(SEE ISPWC DETAIL SD-701)
PEDESTRIAN RAMP
(SEE CoR STANDARD DETAIL ON SHT 6)
32
35
36
39
SE
E
S
H
E
E
T
11
2
+
5
0
C-
7
.
4
S
E
E
S
H
E
E
T
1
1
7
+
0
0
C
-
7
.
6
EXISTING SURFACE @
ALIGNMENT
3915
SE
E
S
H
E
E
T
11
2
+
5
0
C-
7
.
4
12
12
39
15
1332
35
35
36
36
32
RETAIN AND PROTECT ALL EXISTING UNDERGROUND AND OVERHEAD
UTILITIES. CALL 811 TO LOCATE EXISTING UTILITIES PRIOR TO THE START OF
ANY WORK & COORDINATE AS NECESSARY DURING CONSTRUCTION.
1
1 1
1
1
SIDEWALK - 5' WIDE
(SEE ISPWC DETAIL SD-709)
UNIVERSITY BLVD. ROAD SECTION
(SEE SE DETAIL 39 ON SHT C-9.1)
EXISTING SURFACE
(60 FEET RIGHT OF ALIGNMENT)
27 2" PRESSURE IRRIGATION SERVICE WITH FIBERGLASS VALVE BOX
(SEE SE DETAIL 27 ON SHT C-9.0)
(SAME SERVICE SHOWN ON SHTS C-7.4, C-7.5, AND C-7.8)
27
23
26
6" PW EAGLE CLASS 200 IPS PURPLE IRRIGATION PIPE OR EQUAL
(SEE ISPWC DETAIL SD-403, SD-407 & CoR STANDARD DETAIL ON SHT 8)
6" IRRIGATION VALVE
(SEE ISPWC DETAIL SD-406)
23
26
PROPOSED SURFACE ABOVE WATER MAIN
(60' RIGHT OF ALIGNMENT)
0.12%0.64%
0.24%0.47%
SDMH-02
STA: 118+83.88
OFF: 42.64 R
RIM: 4859.10
INV IN: 4854.37
INV OUT: 4854.17
SDCB-02
STA: 118+83.88
OFF: 30.71 R
RIM: 4858.42
INV OUT: 4854.42
5.00' OF 12" HDPE @ 0.40%
6" PW EAGLE CLASS 200 IPS
PT
:
1
1
7
+
5
9
.
6
4
117 118 119 120
CONSTRUCTION NOTES
SH
E
E
T
N
U
M
B
E
R
C
-
7
.
6
1 INCH = 40 FEET
1 INCH = 20 FEET
0
0
10 20 40
402010
FULL SIZE SCALE (24"x36")
HALF SIZE SCALE (12"x18")SHEET NAME:
PLAN & PROFILE - UNIVERSITY BLVD.
STA. 117+00 - 120+75
TAMANA FIELDS
INTELLECTUAL PROPERTY NOTICE
THE DESIGN, IDEAS, DRAWINGS CONTAINED WITHIN THIS SET OF
ASSOCIATED DOCUMENTS ARE THE SOLE PROPERTY OF SEI. THEY ARE
SUBJECT TO COPYRIGHT OF SEI. THEY ARE CREATED, EVOLVED AND
DEVELOPED FOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE
DRAWINGS, DESIGNS, MATERIALS OR INFORMATION CONTAINED
HEREIN, INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION,
WHICH IS NOT EXPRESSLY AUTHORIZED BY SEI, IS STRICTLY PROHIBITED
AS AN INFRINGEMENT OF ITS COPYRIGHT AND WILL RESULT IN
ENFORCEMENT UP TO THE FULLEST EXTENT OF THE LAW.
SHEET INFORMATION
DESIGNER:MQ
CREATED:
REVIEWER:
LAST REVISED:
REVISIONS
05.05.2026
OKC
DESCRIPTIONBYDATE#
1
2
3
4
CONSTRUCTION ITEMS
SHEET KEY
UNIVERSITY BLVD.
M
I
K
A
N
D
R
www.sunrise-eng.com
TELEPHONE 208.234.0110
600 EAST OAK STREET, POCATELLO, ID 83201
ENGINEERING
118+00 119+00 120+00117+00
4840
4850
4860
4870
4840
4850
4860
4870
SE
E
S
H
E
E
T
12
0
+
7
5
C-
7
.
7
UNIVERSITY BLVD.
LOT 2
BLOCK 2
MATCH INTO EXISTING PAVEMENT, SIDEWALK, CURB & GUTTER TO ENSURE
A SMOOTH TRANSITION.15
STANDARD 6" VERTICAL CURB & GUTTER - 2' WIDE
(SEE ISPWC DETAIL SD-701)
UNIVERSITY BLVD. ROAD SECTION
(SEE SE DETAIL 39 ON SHT C-9.1)
SIDEWALK - 5' WIDE
(SEE ISPWC DETAIL SD-709)
32
35
39
SE
E
S
H
E
E
T
11
7
+
0
0
C-
7
.
5
EXISTING SURFACE @
ALIGNMENT
39
SE
E
S
H
E
E
T
11
7
+
0
0
C-
7
.
5
SE
E
S
H
E
E
T
12
0
+
7
5
C-
7
.
7
39
15
15
32
32
35
CROSS DRAIN - VALLEY GUTTER
(SEE CoR STANDARD DETAIL ON SHT 6)37
37
16 ENSURE THAT FLOW LINE OF NEW VALLEY GUTTER MATCHES THE FLOW
LINE OF THE CURB & GUTTER ON BOTH ENDS.
16
RETAIN AND PROTECT ALL EXISTING UNDERGROUND AND OVERHEAD
UTILITIES. CALL 811 TO LOCATE EXISTING UTILITIES PRIOR TO THE START OF
ANY WORK & COORDINATE AS NECESSARY DURING CONSTRUCTION.
1
1
1
1
19
20
21
22
12" HDPE STORM SEWER LINE
(SEE CoR STANDARD DETAIL ON SHT 8)
48" STORM SEWER MANHOLE
(SEE ISPWC DETAILS SD-611, SD-616, SD-617, SD-618 & CoR STANDARD
DETAIL ON SHT 18)
STORM SEWER CATCH BASIN TYPE I W/ GRATE
(SEE ISPWC DETAILS SD-601 & SD-610A)
SC-740 INFILTRATOR CHAMBERS
(SEE CoR STANDARD DETAIL ON SHT 18, ADS SC-740 STANDARD DETAILS,
AND ELEVATIONS ON SE SHT C-4.0 )
19
11.90 L.F. @ 0.40%
19
20
22
17
21
17 SC-740 INFILTRATOR, INCLUDES ALL INCIDENTALS (STONE, END CAPS,
HEADERS, FABRIC, ETC.) TO INSTALL AS DEPICTED ON THESE PLANS.
PROPOSED SURFACE
(60' RIGHT OF ALIGNMENT)
EXISTING SURFACE ABOVE IRRI MAIN
(70 FEET RIGHT OF ALIGNMENT)
23 6" PW EAGLE CLASS 200 IPS PURPLE IRRIGATION PIPE OR EQUAL
(SEE ISPWC DETAIL SD-403, SD-407 & CoR STANDARD DETAIL ON SHT 8)
23
0.49%
V.P.I. STA. = 124+00.00
V.P.I. ELEV. = 4861.32
K = 138.61
LP STA. = 121+99.39
LP STA. = 4860.337'
CURVE LEN. = 401.23'
VP
C
S
T
A
=
1
2
1
+
9
9
.
3
9
VP
C
E
L
V
=
4
8
6
0
.
3
4
EO
A
S
T
A
=
1
2
3
+
7
8
.
5
4
EO
A
E
L
V
=
4
8
6
2
.
3
7
8" PW EAGLE CLASS 200 IPS
6" PW EAGLE CLASS 200 IPS
P
C
:
1
2
1
+
5
7
.
8
4
PT
:
1
2
4
+
7
3
.
7
8
121
122
123
124
CONSTRUCTION NOTES
SH
E
E
T
N
U
M
B
E
R
C
-
7
.
7
1 INCH = 40 FEET
1 INCH = 20 FEET
0
0
10 20 40
402010
FULL SIZE SCALE (24"x36")
HALF SIZE SCALE (12"x18")SHEET NAME:
PLAN & PROFILE - UNIVERSITY BLVD.
STA. 120+75 - 124+00
TAMANA FIELDS
INTELLECTUAL PROPERTY NOTICE
THE DESIGN, IDEAS, DRAWINGS CONTAINED WITHIN THIS SET OF
ASSOCIATED DOCUMENTS ARE THE SOLE PROPERTY OF SEI. THEY ARE
SUBJECT TO COPYRIGHT OF SEI. THEY ARE CREATED, EVOLVED AND
DEVELOPED FOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE
DRAWINGS, DESIGNS, MATERIALS OR INFORMATION CONTAINED
HEREIN, INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION,
WHICH IS NOT EXPRESSLY AUTHORIZED BY SEI, IS STRICTLY PROHIBITED
AS AN INFRINGEMENT OF ITS COPYRIGHT AND WILL RESULT IN
ENFORCEMENT UP TO THE FULLEST EXTENT OF THE LAW.
SHEET INFORMATION
DESIGNER:MQ
CREATED:
REVIEWER:
LAST REVISED:
REVISIONS
05.05.2026
OKC
DESCRIPTIONBYDATE#
1
2
3
4
CONSTRUCTION ITEMS
SHEET KEY
UNIVERSITY BLVD.
M
I
K
A
N
D
R
www.sunrise-eng.com
TELEPHONE 208.234.0110
600 EAST OAK STREET, POCATELLO, ID 83201
ENGINEERING
121+00
4850
4860
4870
4850
4860
4870
MATCH INTO EXISTING PAVEMENT, SIDEWALK, CURB & GUTTER TO ENSURE
A SMOOTH TRANSITION.15
STANDARD 6" VERTICAL CURB & GUTTER - 2' WIDE
(SEE ISPWC DETAIL SD-701)
SIDEWALK - 5' WIDE
(SEE ISPWC DETAIL SD-709)
32
35
39
EXISTING SURFACE @
ALIGNMENT
SE
E
S
H
E
E
T
12
0
+
7
5
C-
7
.
6
S
E
E
S
H
E
E
T
1
2
0
+
7
5
C
-
7
.
6
16 ENSURE THAT FLOW LINE OF NEW VALLEY GUTTER MATCHES THE FLOW
LINE OF THE CURB & GUTTER ON BOTH ENDS.
122+00 123+00 124+00
41 10" CLASS 50, AWWA C151 DIP WATERLINE SLEEVE
(SEE ISPWC DETAILS SD-403, 407, & CoR STANDARD DETAIL ON SHT 8)
12:1 TAPER FROM APPROACH BACK TO MATCH EXISTING PAVEMENT.20
PEDESTRIAN RAMP
(SEE CoR STANDARD DETAIL ON SHT 6)
CROSS DRAIN - VALLEY GUTTER
(SEE CoR STANDARD DETAIL ON SHT 6)
36
37
38
33
RETAIN AND PROTECT ALL EXISTING UNDERGROUND AND OVERHEAD
UTILITIES. CALL 811 TO LOCATE EXISTING UTILITIES PRIOR TO THE START OF
ANY WORK & COORDINATE AS NECESSARY DURING CONSTRUCTION.
1
38
33
33
33
125+00
SPILL 6" VERTICAL CURB & GUTTER - 2' WIDE
(SEE SE DETAIL 33 ON SHT C-9.1)
CONCRETE ISLAND
(SEE SE DETAIL 38 ON SHT C-9.1)
UNIVERSITY BLVD. ROAD SECTION
(SEE SE DETAIL 39 ON SHT C-9.1)
DETAIL B-B
SCALE: 1"=10'
ADA CURB CUT @ TIME OF CURB CONSTRUCTION.21
UNIVER
S
I
T
Y
B
L
V
D
.
LOT 2
BLOCK 2
39
15
16
39
15
20
41
35
32
32
37
37
36
15 L.F.
1
DETAIL
B
-
B
T
H
I
S
S
H
E
E
T
21
EXISTING SURFACE ABOVE IRRI MAIN
(70 FEET RIGHT OF ALIGNMENT)
23
24
6" PW EAGLE CLASS 200 IPS PURPLE IRRIGATION PIPE OR EQUAL
(SEE ISPWC DETAIL SD-403, SD-407 & CoR STANDARD DETAIL ON SHT 8)
8" PW EAGLE CLASS 200 IPS PURPLE IRRIGATION PIPE OR EQUAL
(SEE ISPWC DETAIL SD-403, SD-407 & CoR STANDARD DETAIL ON SHT 8)
28 ORION 2-TURBINE W/FILER IRRIGATION PUMP
(SEE SE DETAIL 28 ON SHT C-9.2)
IRRIGATION PUMP FILTER BOX
(SEE SE DETAIL 29 ON SHT C-9.1)
IRRIGATION SEDIMENT DRAIN BOX
(SEE SE DETAIL 30 ON SHT C-9.0)
IRRIGATION CANAL DITCH BOX W/ 8" VALVE
(SEE SE DETAIL 31 ON SHT C-9.1)
29
30
31
23
24
28
29
30
31
3.29%
-1.09%
SSMH-06
STA: 3+47.92
OFF: 15.00 R
RIM: 4856.09
INV IN: 4847.17
INV OUT: 4846.97
231.46' OF 8" ASTM D-3034 @ 0.40%
FH
-
0
2
ST
A
:
1
+
8
4
.
8
9
OF
F
S
E
T
:
3
1
.
0
0
'
L
FL
A
N
G
E
:
4
8
5
8
.
0
3
VP
I
S
T
A
=
1
+
3
0
.
2
7
VP
I
E
L
V
=
4
8
5
8
.
7
5
IN
T
S
T
A
=
0
+
9
9
.
2
6
IN
T
E
L
V
=
4
8
5
7
.
7
3
8"
W
A
T
E
R
M
A
I
N
T
E
E
ST
A
:
1
+
5
8
.
5
4
OF
F
S
E
T
:
1
4
.
0
9
'
L
8"
W
A
T
E
R
M
A
I
N
T
E
E
ST
A
:
3
+
0
9
.
4
9
OF
F
S
E
T
:
1
5
.
0
0
'
L
FH
-
0
3
ST
A
:
3
+
9
7
.
9
2
OF
F
S
E
T
:
3
1
.
0
0
'
L
FL
A
N
G
E
:
4
8
5
6
.
0
3
6"
I
R
R
I
G
A
T
I
O
N
MA
I
N
9
0
°
B
E
N
D
ST
A
:
1
+
6
6
.
8
2
OF
F
S
E
T
:
8
.
5
9
'
R
6" PW EAGLE CLASS 200 IPS
8" CLASS 50, AWWA C151 DI
P
8" CLASS 50, AWWA C151 DI
P
6" PW EAGLE CLASS 200 IPS
0 1 2 3 4 5
AL
G
N
-
M
I
K
A
N
D
R
ST
A
:
0
+
5
0
N:
7
7
8
9
8
4
.
8
4
E:
7
5
2
1
6
6
.
8
8
IRWSSS
FO
WSSSIR
IR IR
CONSTRUCTION NOTES
SH
E
E
T
N
U
M
B
E
R
C
-
7
.
8
1 INCH = 40 FEET
1 INCH = 20 FEET
0
0
10 20 40
402010
FULL SIZE SCALE (24"x36")
HALF SIZE SCALE (12"x18")SHEET NAME:
PLAN & PROFILE - MIKAN DR.
STA. 0+50 - 5+50
TAMANA FIELDS
INTELLECTUAL PROPERTY NOTICE
THE DESIGN, IDEAS, DRAWINGS CONTAINED WITHIN THIS SET OF
ASSOCIATED DOCUMENTS ARE THE SOLE PROPERTY OF SEI. THEY ARE
SUBJECT TO COPYRIGHT OF SEI. THEY ARE CREATED, EVOLVED AND
DEVELOPED FOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE
DRAWINGS, DESIGNS, MATERIALS OR INFORMATION CONTAINED
HEREIN, INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION,
WHICH IS NOT EXPRESSLY AUTHORIZED BY SEI, IS STRICTLY PROHIBITED
AS AN INFRINGEMENT OF ITS COPYRIGHT AND WILL RESULT IN
ENFORCEMENT UP TO THE FULLEST EXTENT OF THE LAW.
SHEET INFORMATION
DESIGNER:MQ
CREATED:
REVIEWER:
LAST REVISED:
REVISIONS
05.05.2026
OKC
DESCRIPTIONBYDATE#
1
2
3
4
CONSTRUCTION ITEMS
SHEET KEY
UNIVERSITY BLVD.
M
I
K
A
N
D
R
www.sunrise-eng.com
TELEPHONE 208.234.0110
600 EAST OAK STREET, POCATELLO, ID 83201
ENGINEERING
1+00 2+00 3+00 4+00 5+00
4840
4850
4860
4870
4840
4850
4860
4870
SE
E
S
H
E
E
T
5+
6
5
C-
7
.
9
U
N
I
V
E
R
S
I
T
Y
B
L
V
D
.
LOT 2
BLOCK 2
LOT 2
BLOCK 1
MIKAN DR.
SE
E
S
H
E
E
T
5+
6
5
C-
7
.
9
EXISTING SURFACE @
ALIGNMENT
PROPOSED CL OF ROAD
LOT 1
BLOCK 2
LOT 3
BLOCK 1
12
13
14
15
16
18
17
23
27
8" ASTM-D 3034 SANITARY SEWER LINE
(SEE ISPWC DETAIL SD-407 & CoR STANDARD DETAIL ON SHT 8)
FIRE HYDRANT ASSEMBLY
(SEE ISPWC DETAIL SD-404)
48" SANITARY SEWER MANHOLE
(SEE ISPWC DETAILS SD-501A, SD-507, SD-507A, & SD-508)
4" SANITARY SEWER SERVICE
(ISPWC DETAILS SD-306, SD-511, SD-511A & SD-512)
8" CLASS 50, AWWA C151 DIP WATERLINE
(SEE ISPWC DETAILS SD-403, 407, & CoR STANDARD DETAIL ON SHT 8)
2" SINGLE WATER SERVICE W/ METER
(SEE CoR STANDARD DETAIL ON SHT 16)
8" WATER VALVE
(SEE ISPWC DETAIL SD-406)
6" PW EAGLE CLASS 200 IPS PURPLE IRRIGATION PIPE OR EQUAL
(SEE ISPWC DETAIL SD-403, SD-407 & CoR STANDARD DETAIL ON SHT 8)
STANDARD CURB & GUTTER - 2.5' WIDE
(SEE CoR STANDARD DETAIL ON SHT 6)
SIDEWALK - 5' WIDE
(SEE ISPWC DETAIL SD-709)
34
35
MIKAN DR. ROAD SECTION - BUSINESS & HIGH DENSITY RESIDENTIAL STREET
TYPICAL SECTION 4 (SEE CoR STANDARD DETAIL ON SHT 3)40
12
12
12
13
13
14
15
16
17
18
23
27
34
34
14
FH-02
FH-03
35
35 34
34
16
72.5 L.F. @ 0.40%
RETAIN AND PROTECT ALL EXISTING UNDERGROUND AND OVERHEAD
UTILITIES. CALL 811 TO LOCATE EXISTING UTILITIES PRIOR TO THE START OF
ANY WORK & COORDINATE AS NECESSARY DURING CONSTRUCTION.
1
1
1
***NON-POTABLE WATER CROSSING***MAINTAIN A MINIMUM VERTICAL
SEPARATION OF 18" BETWEEN POTABLE AND NON-POTABLE LINES. IF
MINIMUM SEPARATION CAN NOT BE DONE, SLEEVE PER ISPWC DETAIL SD-307.
11
11
2" PRESSURE IRRIGATION SERVICE WITH FIBERGLASS VALVE BOX
(SEE SE DETAIL 27 ON SHT C-9.0)
15
18
27
2727
11
0.40%
V.P.I. STA. = 6+63.62
V.P.I. ELEV. = 4852.96
K = 117.31
LP STA. = 7+03.80
LP STA. = 4853.218'
CURVE LEN. = 174.21'
VP
C
S
T
A
=
5
+
7
6
.
5
1
VP
C
E
L
V
=
4
8
5
3
.
9
1
VP
T
S
T
A
=
7
+
5
0
.
7
3
VP
T
E
L
V
=
4
8
5
3
.
3
1
EO
P
S
T
A
=
1
0
+
6
7
.
7
7
EO
P
E
L
V
=
4
8
5
4
.
5
8
IN
T
S
T
A
=
5
+
8
6
.
8
8
IN
T
E
L
V
=
4
8
5
3
.
8
0
SSMH-05
STA: 17+06.83
OFF: -7.50 L
RIM: 4853.58
INV IN: 4846.04
INV IN: 4846.04
INV IN: 4846.04
INV OUT: 4845.84
400.00' OF 8" ASTM D-3034 @ 0.40%
88.43' OF 8" ASTM D-3034 @ 0.40%
SSMH-07
STA: 9+79.38
OFF: 15.00 R
RIM: 4853.93
INV IN: 4847.84
INV OUT: 4847.64
FH
-
0
4
ST
A
:
6
+
4
7
.
8
9
OF
F
S
E
T
:
3
1
.
0
0
'
L
FL
A
N
G
E
:
4
8
5
3
.
5
3
8"
W
A
T
E
R
M
A
I
N
CR
O
S
S
S
T
A
:
5
+
9
4
.
3
8
OF
F
S
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:
1
5
.
0
0
'
L
FH
-
0
5
ST
A
:
8
+
9
7
.
8
7
OF
F
S
E
T
:
3
1
.
0
0
'
L
FL
A
N
G
E
:
4
8
5
4
.
0
8
FH
-
0
6
ST
A
:
1
0
+
6
2
.
7
7
OF
F
S
E
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:
3
1
.
0
0
'
L
FL
A
N
G
E
:
4
8
5
4
.
7
4
5.00' OF 12" HDPE @ 0.40%
SDMH-04
STA: 7+03.80
OFF: -31.00 L
RIM: 4853.08
INV IN: 4848.63
INV OUT: 4848.43
SDMH-03
STA: 7+03.80
OFF: 31.00 R
RIM: 4853.08
INV IN: 4848.63
INV OUT: 4848.43
SDCB-04
STA: 7+03.80
OFF: -26.21 L
RIM: 4852.65
INV OUT: 4848.65
SDCB-03
STA: 7+03.80
OFF: 26.21 R
RIM: 4852.65
INV OUT: 4848.65
6"
I
R
R
I
G
A
T
I
O
N
MA
I
N
E
N
D
/
D
R
A
I
N
ST
A
:
6
+
5
1
.
8
8
OF
F
S
E
T
:
7
.
5
0
'
R
8" CLASS 50, AWWA C151 DIP
8" CLASS 50, AWWA C151 DIP
6" PW EAGLE CLASS 200 IPS
6 7 8 9 10 10
AL
G
N
-
M
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A
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D
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ST
A
:
1
0
+
7
5
N:
7
7
7
9
5
9
.
8
4
E:
7
5
2
1
6
6
.
8
8
IR
CONSTRUCTION NOTES
SH
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T
N
U
M
B
E
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C
-
7
.
9
1 INCH = 40 FEET
1 INCH = 20 FEET
0
0
10 20 40
402010
FULL SIZE SCALE (24"x36")
HALF SIZE SCALE (12"x18")SHEET NAME:
PLAN & PROFILE - MIKAN DR.
STA. 5+50 - 10+75
TAMANA FIELDS
INTELLECTUAL PROPERTY NOTICE
THE DESIGN, IDEAS, DRAWINGS CONTAINED WITHIN THIS SET OF
ASSOCIATED DOCUMENTS ARE THE SOLE PROPERTY OF SEI. THEY ARE
SUBJECT TO COPYRIGHT OF SEI. THEY ARE CREATED, EVOLVED AND
DEVELOPED FOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE
DRAWINGS, DESIGNS, MATERIALS OR INFORMATION CONTAINED
HEREIN, INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION,
WHICH IS NOT EXPRESSLY AUTHORIZED BY SEI, IS STRICTLY PROHIBITED
AS AN INFRINGEMENT OF ITS COPYRIGHT AND WILL RESULT IN
ENFORCEMENT UP TO THE FULLEST EXTENT OF THE LAW.
SHEET INFORMATION
DESIGNER:MQ
CREATED:
REVIEWER:
LAST REVISED:
REVISIONS
05.05.2026
OKC
DESCRIPTIONBYDATE#
1
2
3
4
CONSTRUCTION ITEMS
SHEET KEY
UNIVERSITY BLVD.
M
I
K
A
N
D
R
www.sunrise-eng.com
TELEPHONE 208.234.0110
600 EAST OAK STREET, POCATELLO, ID 83201
ENGINEERING
9+00 10+0048
4
0
48
5
0
48
6
0
48
4
0
48
5
0
48
6
0
SE
E
S
H
E
E
T
5+
5
0
C-
7
.
8
MIKAN DR.
SE
E
S
H
E
E
T
5+
5
0
C-
7
.
8
EXISTING SURFACE @
ALIGNMENT
PROPOSED CL OF ROAD
LOT 1
BLOCK 2
LOT 3
BLOCK 1
12
13
14
16
17
23
8" ASTM-D 3034 SANITARY SEWER LINE
(SEE ISPWC DETAIL SD-407 & CoR STANDARD DETAIL ON SHT 8)
FIRE HYDRANT ASSEMBLY
(SEE ISPWC DETAIL SD-404)
48" SANITARY SEWER MANHOLE
(SEE ISPWC DETAILS SD-501A, SD-507, SD-507A, & SD-508)
8" CLASS 50, AWWA C151 DIP WATERLINE
(SEE ISPWC DETAILS SD-403, 407, & CoR STANDARD DETAIL ON SHT 8)
8" WATER VALVE
(SEE ISPWC DETAIL SD-406)
6" PW EAGLE CLASS 200 IPS PURPLE IRRIGATION PIPE OR EQUAL
(SEE ISPWC DETAIL SD-403, SD-407 & CoR STANDARD DETAIL ON SHT 8)
STANDARD CURB & GUTTER - 2.5' WIDE
(SEE CoR STANDARD DETAIL ON SHT 6)
SIDEWALK - 5' WIDE
(SEE ISPWC DETAIL SD-709)
34
35
MIKAN DR. ROAD SECTION - BUSINESS & HIGH DENSITY RESIDENTIAL STREET
TYPICAL SECTION 4 (SEE CoR STANDARD DETAIL ON SHT 3)40
14
FH-04
***NON-POTABLE WATER CROSSING***MAINTAIN A MINIMUM VERTICAL
SEPARATION OF 18" BETWEEN POTABLE AND NON-POTABLE LINES. IF
MINIMUM SEPARATION CAN NOT BE DONE, SLEEVE PER ISPWC DETAIL SD-307.
11
11
LOT 4
BLOCK 1
17 SC-740 INFILTRATOR, INCLUDES ALL INCIDENTALS (STONE, END CAPS,
HEADERS, FABRIC, ETC.) TO INSTALL AS DEPICTED ON THESE PLANS.
19
4.80 L.F. @ 0.40%
14
FH-05
14
FH-06
19
4.80 L.F. @ 0.40%
19
19
12 12 12 12
12
1313
1616
16
17
23
25
25
19
20
21
22
12" HDPE STORM SEWER LINE
(SEE CoR STANDARD DETAIL ON SHT 8)
48" STORM SEWER MANHOLE
(SEE ISPWC DETAILS SD-611, SD-616, SD-617, SD-618 & CoR STANDARD
DETAIL ON SHT 18)
STORM SEWER CATCH BASIN TYPE I W/ GRATE
(SEE ISPWC DETAILS SD-601 & SD-610A)
SC-740 INFILTRATOR CHAMBERS
(SEE CoR STANDARD DETAIL ON SHT 18, ADS SC-740 STANDARD DETAILS,
AND ELEVATIONS ON SE SHT C-4.0 )
20
20
21
21
22
17
17
22
6" IRRIGATION DRAIN LINE
(SEE SE DETAIL 25 ON SHT C-9.0)
8+007+006+00
27 2" PRESSURE IRRIGATION SERVICE WITH FIBERGLASS VALVE BOX
(SEE SE DETAIL 27 ON SHT C-9.0)
27
PT
:
1
0
5
+
4
1
.
3
9
PC
:
1
1
4
+
4
3
.
7
0
104
105 106 107 108 109 110 111 112 113 114
PC
:
1
1
4
+
4
3
.
7
0
PT
:
1
1
7
+
5
9
.
6
4
PC
:
1
2
1
+
5
7
.
8
4
11
4
115
116
117
118 119 120 121
122
123
124
SH
E
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B
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-
8
.
0
1 INCH = 80 FEET
1 INCH = 40 FEET
0
0 20 40 80
804020
FULL SIZE SCALE (24"x36")
HALF SIZE SCALE (12"x18")SHEET NAME:
PROPOSED STRIPING AND SIGNAGE -
UNIVERSITY BLVD
STA. 104+00 - 124+00
TAMANA FIELDS
INTELLECTUAL PROPERTY NOTICE
THE DESIGN, IDEAS, DRAWINGS CONTAINED WITHIN THIS SET OF
ASSOCIATED DOCUMENTS ARE THE SOLE PROPERTY OF SEI. THEY ARE
SUBJECT TO COPYRIGHT OF SEI. THEY ARE CREATED, EVOLVED AND
DEVELOPED FOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE
DRAWINGS, DESIGNS, MATERIALS OR INFORMATION CONTAINED
HEREIN, INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION,
WHICH IS NOT EXPRESSLY AUTHORIZED BY SEI, IS STRICTLY PROHIBITED
AS AN INFRINGEMENT OF ITS COPYRIGHT AND WILL RESULT IN
ENFORCEMENT UP TO THE FULLEST EXTENT OF THE LAW.
SHEET INFORMATION
DESIGNER:MQ
CREATED:
REVIEWER:
LAST REVISED:
REVISIONS
05.05.2026
OKC
DESCRIPTIONBYDATE#
1
2
3
4
UNIVERSITY BLVD.
T
A
M
A
N
A
D
R
OLIVE GARDEN
HOLDINGS
PARCEL:
RPR4TN0001008A
KTRI FARMS LLC
PARCEL:
RPR4TN0001007A
KTRI FARMS LLC
PARCEL:
RPRTAFN0010061
CONSTRUCTION ITEMS
SE
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11
4
+
4
3
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7
0
TH
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SHEET KEY
UNIVERSITY BLVD.
M
I
K
A
N
D
R
www.sunrise-eng.com
TELEPHONE 208.234.0110
600 EAST OAK STREET, POCATELLO, ID 83201
ENGINEERING
LOT 1
BLOCK 1
LOT 2
MI
K
A
N
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LOT 2
BLOCK 2
UNIVERSITY BLVD.
SE
E
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7
0
TH
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LOT 2
43 PAVEMENT MARKINGS - 4" THK SOLID YELLOW DOUBLE
(PER MUTCD DESIGN STANDARDS)
45
PAVEMENT MARKINGS - 4" THK WHITE SKIP
(8' SOLID WHITE, 17' SKIP) (PER MUTCD DESIGN STANDARDS)
44 PAVEMENT MARKINGS - 4" THK YELLOW DOUBLE W/ 4" THK YELLOW SKIP
(8' SOLID YELLOW, 17' SKIP) (PER MUTCD DESIGN STANDARDS)
PAVEMENT MARKINGS - 8" THK SOLID WHITE
(PER MUTCD DESIGN STANDARDS)
48
SPECIAL PAVEMENT MARKING - RIGHT TURN ONLY 3B-24B
(PER MUTCD DESIGN STANDARDS)
49
POST AND STANDARD MUTCD SIGN R1-1
(SEE SE DETAIL 42 ON SHT C-9.1) (PER MUTCD DESIGN STANDARDS)
50
POST AND STANDARD MUTCD SIGN R3-2 - INSTALL IN A BOLLARD
(SEE SE DETAIL 53 ON SHT C-9.1) (PER MUTCD DESIGN STANDARDS)
51
PAVEMENT MARKINGS - CROSS WALK 3B-19
(PER MUTCD DESIGN STANDARDS)
SPECIAL PAVEMENT MARKING - LEFT TURN ONLY 3B-24B
(PER MUTCD DESIGN STANDARDS)
52
53
43
43
4445
48
48
49
52
53
50
51
50
43
50 50
45
45
50
50
43
44
48
48
50 50
53
45
43
49
51
50
45
45
50
0 1 2 3 4 5 6 7 8 9 10 10
AL
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7
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7
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6
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AL
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7
7
7
9
5
9
.
8
4
E:
7
5
2
1
6
6
.
8
8
1 INCH = 80 FEET
1 INCH = 40 FEET
0
0 20 40 80
804020
FULL SIZE SCALE (24"x36")
HALF SIZE SCALE (12"x18")SHEET NAME:
PROPOSED STRIPING AND SIGNAGE -
MIKAN DR
STA. 1+00 - 10+75
TAMANA FIELDS
INTELLECTUAL PROPERTY NOTICE
THE DESIGN, IDEAS, DRAWINGS CONTAINED WITHIN THIS SET OF
ASSOCIATED DOCUMENTS ARE THE SOLE PROPERTY OF SEI. THEY ARE
SUBJECT TO COPYRIGHT OF SEI. THEY ARE CREATED, EVOLVED AND
DEVELOPED FOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE
DRAWINGS, DESIGNS, MATERIALS OR INFORMATION CONTAINED
HEREIN, INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION,
WHICH IS NOT EXPRESSLY AUTHORIZED BY SEI, IS STRICTLY PROHIBITED
AS AN INFRINGEMENT OF ITS COPYRIGHT AND WILL RESULT IN
ENFORCEMENT UP TO THE FULLEST EXTENT OF THE LAW.
SHEET INFORMATION
DESIGNER:MQ
CREATED:
REVIEWER:
LAST REVISED:
REVISIONS
05.05.2026
OKC
DESCRIPTIONBYDATE#
1
2
3
4
U
N
I
V
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S
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B
L
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D
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CONSTRUCTION ITEMS
SHEET KEY
UNIVERSITY BLVD.
M
I
K
A
N
D
R
www.sunrise-eng.com
TELEPHONE 208.234.0110
600 EAST OAK STREET, POCATELLO, ID 83201
ENGINEERING
LOT 2
BLOCK 1
MIKAN DR
LOT 2
BLOCK 2
SH
E
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T
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C
-
8
.
1
43 PAVEMENT MARKINGS - 4" THK SOLID YELLOW DOUBLE
(PER MUTCD DESIGN STANDARDS)
45
44 PAVEMENT MARKINGS - 4" THK YELLOW DOUBLE W/ 4" THK YELLOW SKIP
(8' SOLID YELLOW, 17' SKIP) (PER MUTCD DESIGN STANDARDS)
46
PAVEMENT MARKINGS - 8" THK SOLID WHITE
(PER MUTCD DESIGN STANDARDS)
47
PAVEMENT MARKINGS - 12" THK SOLID WHITE
(PER MUTCD DESIGN STANDARDS)
PAVEMENT MARKINGS - 24" THK SOLID WHITE
(PER MUTCD DESIGN STANDARDS)
POST AND STANDARD MUTCD SIGN R1-1
(SEE SE DETAIL 42 ON SHT C-9.1) (PER MUTCD DESIGN STANDARDS)
51 SPECIAL PAVEMENT MARKING - LEFT TURN ONLY 3B-24B
(PER MUTCD DESIGN STANDARDS)
52
LOT 3
BLOCK 1
LOT 4
BLOCK 1
LOT 1
BLOCK 2
43
44
45
46
47
52
SH
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9
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0
SHEET IS NOT TO SCALE
SHEET NAME:
PROJECT DETAILS
TAMANA FIELDS
INTELLECTUAL PROPERTY NOTICE
THE DESIGN, IDEAS, DRAWINGS CONTAINED WITHIN THIS SET OF
ASSOCIATED DOCUMENTS ARE THE SOLE PROPERTY OF SEI. THEY ARE
SUBJECT TO COPYRIGHT OF SEI. THEY ARE CREATED, EVOLVED AND
DEVELOPED FOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE
DRAWINGS, DESIGNS, MATERIALS OR INFORMATION CONTAINED
HEREIN, INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION,
WHICH IS NOT EXPRESSLY AUTHORIZED BY SEI, IS STRICTLY PROHIBITED
AS AN INFRINGEMENT OF ITS COPYRIGHT AND WILL RESULT IN
ENFORCEMENT UP TO THE FULLEST EXTENT OF THE LAW.
SHEET INFORMATION
DESIGNER:MQ
CREATED:
REVIEWER:
LAST REVISED:
REVISIONS
05.05.2026
OKC
DESCRIPTIONBYDATE#
1
2
3
4
www.sunrise-eng.com
TELEPHONE 208.234.0110
600 EAST OAK STREET, POCATELLO, ID 83201
ENGINEERING
IRRIGATION SEDIMENT DRAIN BOX DETAIL
4'
5'
4'
4'5'
GRATE COVER
SEWER ROCK
FOR DRAINAGE
(OLDCASTLE
PRECAST)
IRRIGATION BOX
RISER SECTION
GEOTEXTILE
FILTER FABRIC
NO SCALE 9H
MIN.4"
MIN.6"
MIN.30"
1. TEE (FLG X MJ).
2. GATE VALVE (FLG X MJ).
4. NONWOVEN GEOTEXTILE.
5. 3/4" MINUS AGGREGATE BEDDING.
3. 3" WASHED DRAIN ROCK.
NOTES:
MATERIAL LIST:
7. DRAIN LINE FOR PRESSURE IRRIGATION SYSTEM.
6. VALVE BOX W/ "IRRIGATION" CAST IN LID.
8. NO. 12 AWG. COPPER FINDER WIRE (FOR PVC).
SIDEWALK
LANDSCAPE AREA
RIBBON CURBCITY STREET
SLOPE
PRESSURE IRRIGATION DRAIN
NO SCALE 25
1. DRAIN LINE MUST MAINTAIN POSITIVE SLOPE TO ALLOW FOR
INTERSECTION OR AT THE LOT LINE BETWEEN ADJACENT PROPERTIES.
2. WRAP DRAIN ROCK WITH GEOTEXTILE FABRIC WITH A MINIMUM 1' OVERLAP.
3. PLACE LOCATOR WIRE DIRECTLY ABOVE PIPE.
4. DRAIN SHALL BE LOCATED AT ALL LOW SPOTS ALONG IRRIGATION
MAINLINE.
MATERIAL LIST:
IRRIGATION WATER
TO LAWN
USED FOR IRRIGATION LINE CHARGING
NOTES:
30
"
M
I
N
.
PROFILE
NTS
PLAN
NTS
NON-POTABLENON-POTABLENON-POTABLE
AND EVACUATION
30
"
-
3
6
"
2"x4"x8' STUD
PAINTED PURPLE
NOTES:
1.ACTUAL LAYOUT DETERMINED IN THE FIELD
2.THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 32' OF THE TEMPORARY CONCRETE WASHOUT FACILITY.
3.WASH OUT CONCRETE TRUCKS IN DESIGNATED AREAS ONLY.
4.AVOID MIXING EXCESS CONCRETE.
5.WASHOUT AREA CAN ALSO BE USED FOR SHEET ROCK MUD, STUCCO, MASONRY, ETC.
6.COLLECT LIQUID WASTE IN A TEMPORARY LINED PIT AND ALLOW IT TO DRY.
7.THE PIT SHOULD BE LARGE ENOUGH TO CONTAIN ALL WASTE FROM WASHOUT.
8.LOCATE WASHOUT FACILITIES A MINIMUM OF 50 FEET FROM STORM DRAIN OR RECEIVING WATERS.
9.KEEP THE WASHOUT AREAS AWAY FROM AREAS OF CONSTRUCTION TRAFFIC.
10.INSPECT DAILY WHEN IN USE.
12.MAINTAIN WASHOUTS TO PROVIDE A MINIMUM 1 FOOT FREE-BOARD FOR BELOW GRADE FACILITIES.
13.CLEAN LEAN EXISTING FACILITIES OR CONSTRUCT ADDITIONAL FACILITIES WHEN THE WASHOUT IS 50% FULL.
STABILIZED CONSTRUCTION ENTRANCE
EXISTING
PAVED
ROADWAY
TOTAL 9"-12" OF
COMPACTED
STONE
ROADWAY
UNDER
CONSTRUCTION
100'
M
I
N
I
M
U
M
E
X
C
E
P
T
50' F
O
R
P
R
O
J
E
C
T
SITE
S
O
F
L
E
S
S
T
H
A
N
1
ACR
E
SHOULDER TO
SHOULDER
WIDTH
SEE
BALLAST
DETAIL
6"-8" COMPACTED
FRACTURED
STONE
3"-4" DRESSING OF
2" STONE
GEOTEXTILE
FILTER
FABRICBALLAST DETAIL
NOTES:
TYPICAL SILT FENCE DETAIL
NOTES:
1. FENCE POSTS SHALL BE A MINIMUM OF 36" LONG DRIVE A MINIMUM OF 8" INTO
THE GROUND. WOOD POSTS SHALL BE 1.5" SQUARE (MIN) CUT OR 1.75" DIA
ROUND AND SHALL BE SOUND QUALITY WOOD. STEEL POSTS SHALL BE STANDARD
T OR U SECTION WEIGHING NOT LESS THAN 1 LB/LF.
2. GEOTEXTILE SHALL FASTENED SECURELY TO EACH FENCE POST WITH WIRE TIES
OR STAPLES AT THE TOP AND MID-SECTION AND SHALL MEET THE FOLLOWING
MINIMUM REQUIREMENTS FOR GEOTEXTILE CLASS F:
TENSILE STRENGTH 50 LBS/IN
TENSILE MODULUS 20 LBS/IN
FLOW RATE 0.3 GAL/SF./MIN
FILTERING EFFICIENCY 75%
3. WHERE ENDS OF GEOTEXTILE COME TOGETHER THEY SHALL BE OVERLAPPED,
FOLDED AND STAPLED TO PREVENT SEDIMENT BYPASS.
4. SILT FENCE SHALL BE INSPECTED AFTER EVERY RAINFALL AND MAINTAINED WHEN
BULGESE OCCUR OR WHEN SEDIMENT HAS REACHED 50% OF THE HEIGHT.
16" MIN. HEIGHT OF GEOTEXTILE
CLASS F
8" MIN. DEPTH IN
GROUND
10' MAX. CENTER TO CENTER
PERSPECTIVE VIEW
FENCE POST
SECTION MIN. OF 20"
ABOVE GROUND
FENCE POST DRIVEN
A MIN. OF 16" INTO
THE GROUND
EMBED GEOTEXTILE CLASS
F A MIN. OF 8" VERTICALLY
INTO THE GROUND
36" MIN. FENCE
POST LENGTH
FILTER
CLOTH
CROSS SECTION
JOINING TWO ADJACENT SILT FENCE SECTIONS
TOP VIEW
POSTS
WRAP FABRIC
AROUND JOINTS
TWICE
STAPLE
STAPLE
NOTES:
1.INSTALL THE WATER BAR AS SOON AS THE SITE IS
CLEARED AND GRADED.
2.DISK OR STRIP THE SOD FROM THE BASE FOR THE
CONSTRUCTED RIDGE BEFORE PLACING FILL.
3.TRACK THE RIDGE TO COMPACT IT TO THE DESIGN
CROSS SECTION.
4.THE OUTLET SHALL BE LOCATED ON AN
UNDISTURBED AREA. FIELD SPACING WILL BE
ADJUSTED TO USE THE MOST STABLE OUTLET
AREAS. OUTLET PROTECTION WILL BE PROVIDED
WHEN NATURAL AREAS ARE NOT ADEQUATE.
5.VEHICLE CROSSING SHALL BE STABILIZED WITH
GRAVEL. EXPOSED AREAS SHALL BE IMMEDIATELY
SEEDED AND MULCHED.
6.CHECK OUTLET AREAS AND MAKE REPAIRS AS
NEEDED TO RESTORE OPERATION.
7.PERIODICALLY INSPECT FOR EROSION DAMAGE
AND SEDIMENT.
12" MIN.
24" (±)SLOPE
6' (±)
EARTHEN
RIDGE
CROSS SECTION
SECTION A-A'
NOT TO SCALE
WASHOUT
CONCRETE
BERM
8' MIN.
10 mil PLASTIC LINING
NOT TO SCALE
PLAN
8' MIN.
A A'
BERM AROUND PERIMETER
12" WIDE MINIMUM
BERM AROUND PERIMETER
12" WIDE MINIMUM
2 FEET DEEP MINIMUM
2' MIN.
NATURAL GROUND
LATH AND
FLAGGING
ON 3 SIDES
LATH AND FLAGGING ON 3 SIDES
10 mil PLASTIC LINING
TEMPORARY EROSION CONTROL INLET & BASIN PROTECTION DETAIL
4 x 4
POST
FRONT VIEW
24" MIN.
4'
SIDE VIEW
COMPACTED BACK
FILL AROUND POST
24" MIN.
POST "NPDES" PERMIT
4 x 4
POST
4'
1. MAILBOX SHALL CONTAIN THE FOLLOWING AT ALL TIMES:
A) CITY APPROVED CONSTRUCTION PLANS
B) DEQ APPROVED CONSTRUCTION PLANS
C) ANY SITE INSPECTION FORMS
2. MAILBOX SHALL BE LOCKED AT ALL TIMES
13 1/2"
11 1/2"
NOTES:
23 1/2"
2 -
BOLTS
3
4"
PRESSURE
TREATED 2 x 6
2.THE STABILIZED CONSTRUCTION ENTRANCE LOCATED ON A DETOUR
ROADWAY TO MEET THE MINIMUM PUBLIC ROAD RADII AND WIDTH
REQUIREMENTS.
3.MINOR MODIFICATION TO THESE INSTALLATIONS MAY BE NECESSARY TO
TEMPORARY STABILIZATION OF CONSTRUCTION ENTRANCE DETAIL
1.THE STABILIZED CONSTRUCTION ENTRANCE MAY REQUIRE PERIODIC TOP
DRESSING OF 2" STONE, AS CONDITIONS DEMAND
CONCTRETE WASHOUT SIGN DETAIL (OR EQUIVALENT)
TEMPORARY MAILBOX DETAILS
NOTES:
SOME INSTALLATIONS MAY BE BETTER SERVED
BY PLACING THE SWALE & GRAVEL BERM ALL
THE WAY AROUND THE STRUCTURE.
GRAVEL BAGS
DIRTY WATER
DIRTY WATER
CLEAN WATER
GRATE
CATCH BASIN
COCONUT MAT OR
OTHER APPROVED
METHODS
STABILIZED CONSTRUCTION ENTRANCE DETAILS
TEMPORARY SWALE / DIVERSION DITCH
CONCRETE WASHOUT DETAIL
NO SCALE 8NO SCALE 5
NO SCALE 6
NO SCALE 10
NO SCALE 7
NO SCALE 9
3/4" (IN.) MINUS BEDDING
PER SECTION 302
NON-POTABLE WATER SERVICE FOR IRRIGATION (2-INCH)
NO SCALE 27
1.MAIN IRRIGATION LINE PIPE.
2.2" SERVICE LINE (200 psi, SIDR-7).
3.27" x 40" STRUCTURAL FOAM HDPE VAULT W/ LID (RAINBIRD
VB-MAX-H) OR APPROVED EQUIVALENT.
4.SADDLE W/CC THREADS
5.2" BALL VALVES (WATTS WBVC) OR APPROVED EQUIVALENT.
6.2"x1" BRASS TEE
7.2" BRASS 90° STREET ELBOW.
8."NON-POTABLE" TAG.
9.NO. 12 AWG. COPPER FINDER WIRE.
10.CORPORATION STOP (W/CC THREADS) (FORD F1001-4-G).
11.1" AND 2" PIPE NIPPLE (4" IN LENGTH).
1.PRESSURE IRRIGATION MAINLINE SHALL BE CLASS 200 MINIMUM,
IRON PIPE SIZE, PURPLE IN COLOR (OR PURPLE MARKINGS)."
2.PRESSURE IRRIGATION SERVICE LINE SHALL BE 200 PSI, SIDR-7,
PURPLE IN COLOR.
3.REFER TO SD-903 FOR RISER LOCATIONS.
4."NON-POTABLE" TAG TO BE CLEARLY VISIBLE ON VALVES.
5.ALL FITTINGS TO BE BRASS COMPRESSION WITH INSERTS.
1. REMOVE ALL TRASH, DEBRIS, DUFF, AND MATERIALS WHICH COULD INTERFERE
WITH THE INLET/BASIN PROTECTION FUNCTION PRIOR TO PLACEMENT AND
ATERWARDS ON A DAILY BASIS AS NEEDED.
2. MINOR MODIFICATIONS TO THESE INSTALLATIONS MAY BE NECESSARY TO
ACCOMMODATE FIELD CONDITIONS.
3. DIRECT RUNOFF DISCHARGED THROUGH INLET/BASIN PROTECTION THROUGH A
FILTER BERM, SEDIMENT TRAPS, OR STABALIZED DISCHARGE AREA.
4. WHEN USING COCONUT MAT OR OTHER APPROVED METHODS ON INLET AND
BASIN PROTECTION CONSULT THE MATERIALS SECTION PRIOR TO INSTALLATION.
5. GRAVEL FILTER OR FRAME WIRE MESH INSTALLATAIONS ARE INTENDED TO BE
USED ON ANY STRUCTURE SURROUNDED BY PAVEMENT WITH OR WITHOUT
CURBS.
IRRIGATION SEDIMENT DRAIN BOX
NO SCALE 27
SH
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SHEET IS NOT TO SCALE
SHEET NAME:
PROJECT DETAILS
TAMANA FIELDS
INTELLECTUAL PROPERTY NOTICE
THE DESIGN, IDEAS, DRAWINGS CONTAINED WITHIN THIS SET OF
ASSOCIATED DOCUMENTS ARE THE SOLE PROPERTY OF SEI. THEY ARE
SUBJECT TO COPYRIGHT OF SEI. THEY ARE CREATED, EVOLVED AND
DEVELOPED FOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE
DRAWINGS, DESIGNS, MATERIALS OR INFORMATION CONTAINED
HEREIN, INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION,
WHICH IS NOT EXPRESSLY AUTHORIZED BY SEI, IS STRICTLY PROHIBITED
AS AN INFRINGEMENT OF ITS COPYRIGHT AND WILL RESULT IN
ENFORCEMENT UP TO THE FULLEST EXTENT OF THE LAW.
SHEET INFORMATION
DESIGNER:MQ
CREATED:
REVIEWER:
LAST REVISED:
REVISIONS
05.05.2026
OKC
DESCRIPTIONBYDATE#
1
2
3
4
5/8" DIA.
BOLT
STAINLESS STEEL STEM, 7/8" DIA. MIN.
OR AS REQUIRED. PLACE STEM GUIDES
WITH BRONZE BUSHING ACCORDING TO
MFG'S RECOMMENDATIONS
STOP
BOLT
NOTE:
USE STAINLESS STEEL HARDWARE
AND ANCHOR BOLTS
H (MIN.)
FLAT BACK HEAD GATE
WATERMAN C-10 OR
APPROVED EQUAL
A
18" HANDWHEEL, MIN.
WATERMAN TYPE 2-18
OR APPROVED EQUAL
NOTE:
1. CONTRACTOR SHALL INSTALL THE HEAD GATE PER MANUFACTURER'S RECOMMENDATIONS
2. HEAD GATE REQUIRED IS A WATERMAN TYPE C-10 OR APPROVED EQUAL. CONTRACTOR SHALL SUBMIT SHAP
DRAWINGS FOR APPROVAL PRIOR TO INSTALLATION.
3. ALL CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 4000 psi.
4. ELEVATIONS ARE CONTROLLED BY THE LOCATION OF THE POND. CONTRACTOR SHALL VERIFY ALL ELEVATIONS WITH
PROJECT ENGINEER PRIOR TO POND OF INLET CONSTRUCTION.
5. DIMENSIONS ARE SUGGESTED. FIELD ADJUST DIMENSIONS OF OVERFLOW STRUCTURE TO FIT CONSTRUCTED POND
CONDITIONS AS PER DIRECTION OF PROJECT ENGINEER.
FLOW LINE
OF PIPE
OR APPROVED EQUAL
8" WATERMAN C-10 GATE
5.00'
5.00'
0.50'
0.50'0.50'
1.14'
0.64'
5.00'
5.00'
3.00'
1.15'
0.50'2.50'
5.00'
2.50'
#4 BARS 24"
O/C EACH WAY
0.83'0.83'
3.00'
CANAL DITCH BOX W/ VALVE
NO SCALE 31
8" PW EAGLE 200 PSI
PVC IRRIGATION
PURPLE PIPE8" PW EAGLE 200 PSI
PVC IRRIGATION
PURPLE PIPE
NOTE:
1.GRADE AND ALIGNMENT TO BE APPROVED BY THE ENGINEER.
2.1/2" EXPANSION JOINT MATERIAL AT TERMINAL POINTS OF RADII.
3.CONTINUOUS PLACEMENT PREFERRED, SCORE INTERVALS MAXIMUM 10 FEET.
4.MATERIALS AND CONSTRUCTION SHALL BE IN COMPLIANCE WITH ISPWC
SPECIFICATIONS AND THE CITY.
5.BACKFILL AS PER ISPWC SPECIFICATIONS.
6.SECURE RIGHT-OF-WAY PERMIT BEFORE BEGINNING CONSTRUCTION IN PUBLIC
RIGHT-OF-WAY.
7.ALL CONSTRUCTION WITHIN AND ADJACENT TO THE PUBLIC RIGHT OF WAY TO
BE APPROVED AND ACCEPTED BY THE CITY.
8.CONCRETE MIX DESIGN PER CITY, 28 DAY STRENGTH 4000 PSI, AIR CONTENT
6.5% +-1.5%
REINFORCED CONCRETE PAVING TYPICAL SECTION
8" - CLASS 4000A CONCRETE
SUB-GRADE EARTH COMPACTED
TO 95% DRY DENSITY IN ACCORDANCE
WITH THE GEOTECHNICAL REPORT
6" - 3
4 MINUS BASE AGGREGATE
COMPACTED TO 95% OF MAXIMUM
DRY DENSITY IN ACCORDANCE
WITH THE GEOTECHNICAL REPORT
RE: ARCHITECTURAL PLANS FOR SCORING AND
DECORATIVE CONCRETE REQUIREMENTS
CONTROL JOINTS @ MAXIMUM 10' O.C. UNLESS
OTHERWISE NOTED IN PLAN VIEW - SEE
REINFORCED CONCRETE SLAB CONTROL JOINTS
DETAILS
EXPANSION JOINT (E.J.)
CONTRACTION JOINT (C.T.J.)
#4 BARS @ 16" O.C.E.W. CENTER BARS IN SLAB
NOTE:
REFER TO SITE CIVIL AND ARCHITECTURAL
PLANS FOR LIMITS OF REINFORCED
CONCRETE PAVING
www.sunrise-eng.com
TELEPHONE 208.234.0110
600 EAST OAK STREET, POCATELLO, ID 83201
ENGINEERING
SIGN INSTALLATION DETAIL
IRRIGATION PUMP FILTER BOX
52 1/2"52 1/2"
3 1/4"
GRATE (STEEL)
6.0'
5'
2"
3' - 0"
3' - 0"
6"
2.5'
5'
2"2"
6"
6"6"
5'
2"2"
FRONT
SIDE
TOP
FLOW
6"
1'-6"1'-6"
1'-6"1'-6"2"
18" CONCRETE COLLAR
FL
O
W
FL
O
W
8" WATERMAIN C-10 GATE
OR APPROVED EQUAL
3' - 0"
CW600 - SELF
CLEANING INTAKE
SCREEN W.
SEALED BEARING
CW600 - SELF
CLEANING INTAKE
SCREEN W.
SEALED BEARING
6'
3' - 0"
8" IRRIGATION MAIN
NO SCALE 29
NO SCALE 42
LEGEND
5'
FLOW
NO SCALE 38
SLOPE
6"
R=1"
R=3" ± 1"
MIN. SLOPE: NORMAL CROSS SLOPE
MAX. SLOPE: 1" FT.
12"
R=1/2"
LIP OF CURB
6"2"
4" MIN. OF 3/4" (MAX)
AGGREGATE BASE
GRAVEL UNDER CURB
R=1/2"
24"
SPILL 6" VERTICAL CURB & GUTTER - 2' WIDE
NO SCALE 33
70' +/- ROW
C
L
32'15' LANDSCAPE
15'
EASEMENT
UT
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2% SLOPE
0.40' PLANT MIX PAVEMENT CLASS 1 (2 COURSES)
0.55' - 3/4" AGGREGATE BASE TY B
1.90' GRANULAR SUBBASE
GEOTEXTILE FABRIC
STANDARD VERTICAL CURB &
GUTTER (ISPWC DETAIL SD-701)
5'
SIDEWALK
ST
A
.
1
0
8
+
3
8
.
7
4
T
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9
+
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.
8
3
ST
A
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1
1
2
+
3
9
.
0
2
T
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1
8
+
9
2
.
2
3
UNIVERSITY BLVD ROAD SECTION
NO SCALE 39
70' +/- ROW
C
L
47'
(VARIES)
15'
EASEMENT
UT
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2% SLOPE
0.40' PLANT MIX PAVEMENT CLASS 1 (2 COURSES)
0.55' - 3/4" AGGREGATE BASE TY B
1.90' GRANULAR SUBBASE
GEOTEXTILE FABRIC
STANDARD VERTICAL CURB &
GUTTER (ISPWC DETAIL SD-701)
5'
SIDEWALK
ST
A
.
1
0
9
+
0
9
.
8
3
T
O
1
1
2
+
3
9
.
0
2
ST
A
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1
1
8
+
9
2
.
2
3
T
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2
2
+
2
9
.
7
1
W
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BOLLARD DETAIL
NO SCALE 53
3.5'
2'
1.5' DIA.
6" STD. WT ROUND
STEEL PIPE 66" LONG,
FILLED WITH
CONCRETE
(2)- 2" STRIPES OF
REFLECTIVE TAPE
(RED & WHITE)
NOTE: ALL STEEL SHALL BE PAINTED
WITH A RUST RESISTANT PRIMER (RED).
POST SHALL BE FIELD PAINTED WITH
INDUSTRIAL MAINTENANCE COATING,
COLOR (SAFETY BLUE) LRV 17%
WELD BOLTS (OR
OTHER) AT 4
POINTS, 4" ABOVE
BOTTOM OF PIPE
FOR CONCRETE
ANCHOR.
CONCRETE ISLAND (SEE
DETAIL 38 THIS SHT)
FRONT VIEW
PLAN VIEW
END VIEW
2
14
ITEM
NO.DESCRIPTION QTY.
1 CONTROL PANEL 1
2 ENCLOSURE, MARINE GRADE ALUMINUM,
2-DOOR 1
3 FILTER, AMIAD SAF-X 1500 1
4 FLOW METER 1
5 HARMONICS PANEL (OPTIONAL)1
6 HIGH PRESSURE SWITCH 1
7 HOSE BIB 1
8 LEVEL SENSOR/FLOAT SWITCH CAP 1
9 MODEM 1
10 PRESSURE GAUGE 2
11 PRESSURE TRANSDUCER 2
12 PUMP, SUBMERSIBLE 10 HP.1
13 PUMP, SUBMERSIBLE 2 HP.2
14 SKID, BENT 1
15 TRANSFORMER (OPTIONAL)1
16 UTILITY HEATER (OPTIONAL)1
17 VALVE, AIR RELIEF 2
18 VALVE, AIR RELIEF, FV-4 1
19 VALVE, BALL, SS 1
20 VALVE, BALL, SS 3
21 VALVE, BUTTERFLY, GROOVE, LEVER 1
22 VALVE, BUTTERFLY, GROOVE, LEVER 3
23 VALVE, BUTTERFLY, LUG, LEVER, 175 PSI 1
24 VALVE, BUTTERFLY, WAFER, GEAR-OP, NBE 2
25 VALVE, CHECK, GROOVED 1
26 VALVE, CHECK, GROOVED 2
27 VALVE, CHECK, NBE 1
28 VALVE, LAKE SCREEN SUPPLY 1
29 VALVE, PRESSURE RELIEF, ANGLED 1
85
3
4"
NEC CLEARANCE
SEE LOCAL CODES
NEC CLEARANCE
SEE LOCAL CODES
10912"
59
12"
SUPPLY LINE
2" FILTER
FLUSH LINE
8
4" DISCHARGE
15
INCOMING POWER
16
A A
48" OR 60" WELL
(BY OTHERS)
WELL ACCESS
COVER
DETAIL VIEW A-A
6
1110
7 2019
28 23
29
11
4
22
3 102427
3/4" DRAIN
18 25 21
12
JOCKEY PUMP
17 26 22
DUTY PUMP
13
4" MANIFOLD
1 PHASE
80 PSI
POWER:
DESIGN SPECIFICATIONS
230 VOLT /
PRECISION PUMPING SYSTEMS (208) 323-5300
220 GPM @
MODEL #:
DESIGN FLOW RATE:
18"
48"
MIN. CLEARANCE
FOR DOORS
1" BLOWOUT
DROP PIPE
GROOVED
COUPLERS
FILTER
MAINT.
PART NO:
TITLE:
PROJECT:
MATERIAL
B 1 OF 2SIZE:SCALE:DATE:SHEET:
UNLESS OTHERWISE SPECIFIED:
DIMENSIONS ARE IN INCHES
TOLERANCES:
FRACTIONAL:±1/8"
ONE PLACE DECIMAL:±.10
TWO PLACE DECIMAL:±.05
DO NOT SCALE DRAWING
NTSDRAWN: JWR
PRECISION PUMPING SYSTEMS (208) 323-5300
PIPING:
SKID:
JOB:
-
-
SERIES: ORION 2-SUBMERSIBLE
W/FILTER, LEFT DISCHARGE
200-250 GPM
5 1
9
VIEW SHOWN WITHOUT
CONTROL PANEL AND
ENCLOSURE
112" LAKE SCREEN
0"74
"
76
"
79
"
0"
7"
15"
20"
27"
47"
NEC CLEARANCE
SEE LOCAL CODES
120"
10
8
"
46"
47
"
74"
61
"
WELL
ACCESS
COVER
OPTIONAL
HARMONICS PANEL
SUPPLY LINE
2" FILTER FLUSH
LINE- TO WASTE
WELL MUST BE
FLUSH WITH PAD
POWER
CONDUIT
DROP PIPE
NEC CLEARANCE
SEE LOCAL CODES
16"
FILTER
MAINT.
RECOMMENDED
CONCRETE PAD LAYOUT - 60" WELL
60" WET WELL
(BY OTHERS)
CONCRETE PAD
CLEAR WATER
SELF CLEANING
LAKE SCREEN
INTAKE PIPE FROM
WATER SOURCE
(BY OTHERS)
60" WET WELL
(BY OTHERS)
INTEGRATED PUMP
STATION ENCLOSURE
SUPPLY LINE
(BY OTHERS)
VAULT
(BY OTHERS)
8'
-
0
"
M
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DROP PIPE
RECOMMENDED VAULT LAYOUT
(BY OTHERS)
112" LAKE SCREEN
112" LAKE SCREEN
PART NO:
TITLE:
PROJECT:
MATERIAL
B 2 OF 2SIZE:SCALE:DATE:SHEET:
UNLESS OTHERWISE SPECIFIED:
DIMENSIONS ARE IN INCHES
TOLERANCES:
FRACTIONAL:±1/8"
ONE PLACE DECIMAL:±.10
TWO PLACE DECIMAL:±.05
DO NOT SCALE DRAWING
NTSDRAWN: JWR
PRECISION PUMPING SYSTEMS (208) 323-5300
PIPING:
SKID:
JOB:
-
-
SERIES: ORION 2-SUBMERSIBLE
W/FILTER, LEFT DISCHARGE
200-250 GPM
SH
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9
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2
SHEET IS NOT TO SCALE
SHEET NAME:
PROJECT DETAILS
TAMANA FIELDS
INTELLECTUAL PROPERTY NOTICE
THE DESIGN, IDEAS, DRAWINGS CONTAINED WITHIN THIS SET OF
ASSOCIATED DOCUMENTS ARE THE SOLE PROPERTY OF SEI. THEY ARE
SUBJECT TO COPYRIGHT OF SEI. THEY ARE CREATED, EVOLVED AND
DEVELOPED FOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE
DRAWINGS, DESIGNS, MATERIALS OR INFORMATION CONTAINED
HEREIN, INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION,
WHICH IS NOT EXPRESSLY AUTHORIZED BY SEI, IS STRICTLY PROHIBITED
AS AN INFRINGEMENT OF ITS COPYRIGHT AND WILL RESULT IN
ENFORCEMENT UP TO THE FULLEST EXTENT OF THE LAW.
SHEET INFORMATION
DESIGNER:MQ
CREATED:
REVIEWER:
LAST REVISED:
REVISIONS
05.05.2026
OKC
DESCRIPTIONBYDATE#
1
2
3
4
ORION 2-TURBINE W/FILER IRRIGATION PUMP
NO SCALE 28
www.sunrise-eng.com
TELEPHONE 208.234.0110
600 EAST OAK STREET, POCATELLO, ID 83201
ENGINEERING
PT
:
1
0
5
+
4
1
.
3
9
104
105 106 107 108 109 110 111 112
IR
PC
:
1
1
4
+
4
3
.
7
0
P
T
:
1
1
7
+
5
9
.
6
4
112 113 114 115
116
117
118
119
120
IR
SH
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1
0
.
0
SHEET NAME:
PROPOSED LANDSCAPE -
UNIVERSITY BLVD
STA. 104+00 - 124+00
TAMANA FIELDS
INTELLECTUAL PROPERTY NOTICE
THE DESIGN, IDEAS, DRAWINGS CONTAINED WITHIN THIS SET OF
ASSOCIATED DOCUMENTS ARE THE SOLE PROPERTY OF SEI. THEY ARE
SUBJECT TO COPYRIGHT OF SEI. THEY ARE CREATED, EVOLVED AND
DEVELOPED FOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE
DRAWINGS, DESIGNS, MATERIALS OR INFORMATION CONTAINED
HEREIN, INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION,
WHICH IS NOT EXPRESSLY AUTHORIZED BY SEI, IS STRICTLY PROHIBITED
AS AN INFRINGEMENT OF ITS COPYRIGHT AND WILL RESULT IN
ENFORCEMENT UP TO THE FULLEST EXTENT OF THE LAW.
SHEET INFORMATION
DESIGNER:MQ
CREATED:
REVIEWER:
LAST REVISED:
REVISIONS
05.05.2026
OKC
DESCRIPTIONBYDATE#
1
2
3
4
UNIVERSITY BLVD.
T
A
M
A
N
A
D
R
OLIVE GARDEN
HOLDINGS
PARCEL:
RPR4TN0001008A
KTRI FARMS LLC
PARCEL:
RPR4TN0001007A
KTRI FARMS LLC
PARCEL:
RPRTAFN0010061
CONSTRUCTION ITEMS
SE
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11
2
+
0
0
.
0
0
TH
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S
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SHEET KEY
UNIVERSITY BLVD.
M
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A
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www.sunrise-eng.com
TELEPHONE 208.234.0110
600 EAST OAK STREET, POCATELLO, ID 83201
ENGINEERING
LOT 2
BLOCK 1
M
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LOT 2
BLOCK 2
UNIVERSITY BLVD.SE
E
S
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2
+
0
0
.
0
0
TH
I
S
S
H
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1 INCH = 60 FEET
1 INCH = 30 FEET
0
0
15 30 60
603015
FULL SIZE SCALE (24"x36")
HALF SIZE SCALE (12"x18")
54
55
DECIDUOUS TREES WITH A MINIMUM CALIPER OF TWO (2") INCHES AND A
MAXIMUM SPACING OF THIRTY (30') FEET
A MINIMUM OF FIVE (5), FIVE (5) GALLON CONTAINERS OF SHRUBS WITHIN
EVERY THIRTY (30') FEET SECTION
CONSTRUCTION NOTES
COORDINATE IRRIGATION SYSTEM WITH AN LANDSCAPE ARCHITECT ORLANDSCAPE PROFESSIONAL FOR LAYOUT AND DESIGNS.22
54
TYP.
54
TYP.
54
TYP.
54
TYP.
55
TYP.
55
TYP.
55
TYP.
55
TYP.
2222
22
22
56 GROUND COVER (CAN BE GRASS OR LANDSCAPE ROCK)
56 56
56
56
2 3 4 5 6 7 8 9 10 10
AL
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A
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1
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7
5
N:
7
7
7
9
5
9
.
8
4
E:
7
5
2
1
6
6
.
8
8
IR IR IR
IR IR
SHEET NAME:
PROPOSED LANDSCAPE -
MIKAN DR
STA. 1+00 - 10+75
TAMANA FIELDS
INTELLECTUAL PROPERTY NOTICE
THE DESIGN, IDEAS, DRAWINGS CONTAINED WITHIN THIS SET OF
ASSOCIATED DOCUMENTS ARE THE SOLE PROPERTY OF SEI. THEY ARE
SUBJECT TO COPYRIGHT OF SEI. THEY ARE CREATED, EVOLVED AND
DEVELOPED FOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE
DRAWINGS, DESIGNS, MATERIALS OR INFORMATION CONTAINED
HEREIN, INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION,
WHICH IS NOT EXPRESSLY AUTHORIZED BY SEI, IS STRICTLY PROHIBITED
AS AN INFRINGEMENT OF ITS COPYRIGHT AND WILL RESULT IN
ENFORCEMENT UP TO THE FULLEST EXTENT OF THE LAW.
SHEET INFORMATION
DESIGNER:MQ
CREATED:
REVIEWER:
LAST REVISED:
REVISIONS
05.05.2026
OKC
DESCRIPTIONBYDATE#
1
2
3
4
U
N
I
V
E
R
S
I
T
Y
B
L
V
D
.
CONSTRUCTION ITEMS
SHEET KEY
UNIVERSITY BLVD.
M
I
K
A
N
D
R
www.sunrise-eng.com
TELEPHONE 208.234.0110
600 EAST OAK STREET, POCATELLO, ID 83201
ENGINEERING
LOT 2
BLOCK 1
MIKAN DR
LOT 2
BLOCK 2
SH
E
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T
N
U
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B
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-
1
0
.
1
LOT 3
BLOCK 1 LOT 4
BLOCK 1
LOT 1
BLOCK 2
1 INCH = 60 FEET
1 INCH = 30 FEET
0
0
15 30 60
603015
FULL SIZE SCALE (24"x36")
HALF SIZE SCALE (12"x18")
54
55
DECIDUOUS TREES WITH A MINIMUM CALIPER OF TWO (2") INCHES AND A
MAXIMUM SPACING OF THIRTY (30') FEET
A MINIMUM OF FIVE (5), FIVE (5) GALLON CONTAINERS OF SHRUBS WITHIN
EVERY THIRTY (30') FEET SECTION
CONSTRUCTION NOTES
COORDINATE IRRIGATION SYSTEM WITH AN LANDSCAPE ARCHITECT OR
LANDSCAPE PROFESSIONAL FOR LAYOUT AND DESIGNS.22
56 GROUND COVER (CAN BE GRASS OR LANDSCAPE ROCK)
TYP.
55
TYP.
22 56
54
TYP.
54
22
2222
56
55
TYP.