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PROJECT SITE
ATTENTION:
OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER.
THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH 952-001-0090. YOU MAY OBTAIN COPIES OF
THE RULES BY CALLING THE CENTER.
THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987
THIS DESIGN COMPLIES WITH ORS 92.044 (7) IN THAT NO UTILITY INFRASTRUCTURE IS DESIGNED TO BE WITHIN
ONE (1) FOOT OF A SURVEY MONUMENT LOCATION SHOWN ON A SUBDIVISION OR PARTITION PLAT. NO DESIGN
EXCEPTIONS NOR FINAL FIELD LOCATION CHANGES SHALL BE PERMITTED IF THAT CHANGE WOULD CAUSE ANY
UTILITY INFRASTRUCTURE TO BE PLACED WITHIN THE PROHIBITED AREA.
Construction Documents
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POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
EXPIRES: JUNE 30, 2016
3/21/2016
These As-Built Drawings have been prepared based upon red-lined plan
information provided by the construction contractor, field survey of
manholes, mainlines and service lateral location markers for both sanitary
and storm utilities, construction staking field notes (when applicable) and
field changes noted during construction inspections. The location and
elevation of underground utilities shown herein are approximate only and
must be field verified prior to any connection thereto or excavation in the
immediate vicinity thereof.
Construction Documents
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POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
EXPIRES: JUNE 30, 2016
3/21/2016
1. ALL PUBLIC STREETS SHALL BE CONSTRUCTED AS PER THE APPLICABLE SECTIONS OF THE CITY OF
TIGARD PUBLIC IMPROVEMENT DESIGN STANDARDS AND OREGON STANDARD SPECIFICATIONS FOR
CONSTRUCTION, 2008.
2. THE CONTRACTOR SHALL DO ALL THE WORK SHOWN ON THE DRAWINGS AND ALL INCIDENTAL WORK
CONSIDERED NECESSARY TO COMPLETE THE PROJECT IN AN ACCEPTABLE MANNER.
3. THE CONTRACTOR AND/OR SUBCONTRACTOR SHALL HAVE A MINIMUM OF ONE (1) SET OF APPROVED
CONSTRUCTION PLANS ON THE JOB SITE AT ALL TIMES DURING THE CONSTRUCTION PHASES.
4. ALL MATERIAL SUPPLIER(S) SHALL SUBMIT TO THE ENGINEER PROOF OF MATERIAL(S) TESTED IN
ACCORDANCE WITH THE ABOVE SPECIFICATIONS AND SHALL CERTIFY THAT ALL MATERIAL DELIVERED
TO THE JOB SITE MEET OR EXCEED WASHINGTON COUNTY SPECIFICATIONS PRIOR TO DELIVERY OF
MATERIAL TO THE SITE. ANY MATERIAL NOT CERTIFIED BY THE SUPPLIER SHALL BE REMOVED FROM
THE JOB SITE AT NO ADDITIONAL COST TO THE OWNER.
5. A PRE CONSTRUCTION MEETING MUST BE HELD PRIOR TO COMMENCING WORK, WITH YOUR CWS
INSPECTOR (INSPECTION HOT LINE # (503) 681-4444) & CITY OF TIGARD ENGINEERING &
CONSTRUCTION SERVICES INSPECTOR & WASHINGTON COUNTY INSPECTOR.
6. ABANDON WELLS AND DRAIN FIELDS ONSITE MUST COMPLY WITH OREGON DEPT. OF WATER
RESOURCES' REQUIREMENTS.
7. CONSTRUCTION RELATED TO CWS PERMITTING TO BE IN ACCORDANCE WITH R&O 07-20 (CWS).
8. FOLLOW CURRENT WASHINGTON COUNTY DESIGN AND CONSTRUCTION STANDARDS AS REQUIRED.
1. ALL TREES, BRUSH AND DEBRIS WITHIN LIMITS OF THE RIGHT-OF-WAY AND ON THE LOTS TO BE
FILLED SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR.
2. ALL AREAS OF CONSTRUCTION SHALL BE STRIPPED. STRIPPING SHALL CONSIST OF REMOVING
THE TOPSOIL HUMUS. STRIPPING MATERIALS SHALL BE DISPOSED OF ON THE SITE IN AREAS
DESIGNATED BY THE ENGINEER. PER GEOTECH'S RECOMMENDATIONS.
3. IF SPRINGS OR GROUND WATER IS ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR
SHALL ADVISE THE SOILS AND CIVIL ENGINEER OF THE CONDITIONS FOUND AND COORDINATE HIS
ACTIVITIES IN A MANNER THAT WILL ALLOW THE ENGINEERS TIME TO REVIEW THE SITUATION
AND PREPARE A PLAN TO PROPERLY DISPOSE OF THE WATER ENCOUNTERED.
4. MATERIAL IN SOFT SPOTS WITHIN THE ROADWAY SHALL BE REMOVED TO THE DEPTH REQUIRED
TO PROVIDE A FIRM FOUNDATION AND SHALL BE REPLACED WITH 1 1/2"-0" CRUSHED ROCK. THE
ENTIRE SUBGRADE SHALL BE THOROUGHLY COMPACTED PER GEOTECHNICAL
RECOMMENDATIONS.
5. CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN SUBGRADE IS COMPLETE AND 24 HOURS
PRIOR TO PLACEMENT OF ROCK BASE MATERIAL AND 24 HOURS PRIOR TO FINAL PAVING FOR AN
INSPECTION OF THE WORK. FAILURE TO DO SO WILL MAKE ANY SUBGRADE FAILURE OR DRAINAGE
PROBLEMS THE RESPONSIBILITY OF THE CONTRACTOR.
1.AN ESTIMATED 12 PERCENT OF THE WATER SYSTEM COST MUST BE ON DEPOSIT PRIOR TO BEGINNING
CONSTRUCTION ON WATER LINES, AND TO RECEIVE A TPW (CITY OF TIGARD PUBLIC WORKS, WATER
DIVISION) STAMPED APPROVAL ON CONSTRUCTION PLANS.
2.THE CONTRACTOR SHALL MAINTAIN ONE SET OF TPW STAMPED APPROVED PLANS ON THE
CONSTRUCTION SITE AT ALL TIMES.
3.ALL WORK SHALL BE IN ACCORDANCE WITH AWWA (AMERICAN WATER WORKS ASSOCIATION)
STANDARDS.
4.ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, CEMENT-LINED, OF NEW MANUFACTURE AND MADE
IN THE USA. PIPE SHALL BE "TYTON" JOINT DUCTILE IRON, CLASS 52. ALL FITTINGS SHALL BE MJ
(MECHANICAL JOINT) UNLESS OTHERWISE SPECIFIED.
5.COVER FOR ALL WATER MAINS IN STREET AND RIGHTS-OF-WAY SHALL BE 36". BACKFILL SHALL BE
ô*5$9(/
6.ALL VALVE-OPERATING NUTS SHALL BE WITHIN 36" OF FINISHED GRADE, OTHERWISE VALVE
OPERATING NUT EXTENSIONS WILL BE REQUIRED.
7.POURED CONCRETE THRUST BLOCKS OF AT LEAST EIGHT SQUARE FEET OF BEARING SURFACE ARE
REQUIRED AT EACH TEE, CROSS, AND BEND LOCATIONS (SEE DETAILS FOR MINIMUM BEARING
AREAS).
8.ALL 2-INCH WATER SERVICES SHALL CONSIST OF A MJ X 2" IPT TEE AND 2" IPT X 110 COMPRESSION
FITTING AS MANUFACTURED BY MUELLER COMPANY.
9.FIRE HYDRANT ASSEMBLY CONSISTS OF A MJ X 6" FLG. (FLANGE) TEE, 6" FLG. X MJ GATE VALVE, 6"
MJ X MJ HOLDING SPOOL, AND A MODERN MUELLER CENTURION FIRE HYDRANT, A-442, 6" MJ, 5-1/4"
0923257 ò167+26(&211(&7,21ò1673803(5 ò3(17$*2123(5$7,1*187
OPENING LEFT, COLOR: YELLOW; APPROVED EQUAL: MUELLER CENTURION A-423, WATERIOUS
PACER 6790, CLOW MEDALLION
10.($&+),5(+<'5$176+$//%(,167$//('8321$35()250('&21&5(7(%/2&.:,7+ò&8%,&
<$5'62)&586+('ô'5$,152&.7$53$3(5:,//%(/$,'217232)7+('5$,152&.72
SEPARATE THE ROCK FROM EARTH COVER.
11.ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OF A WATER MAIN
SHALL BE ENCASED IN A REINFORCED CONCRETE JACKET 6" THICK FOR A DISTANCE OF 10 FEET ON
BOTH SIDE OF THE CROSSING. WHERE CROSSINGS ARE NECESSARY, THEY MUST BE MADE AT
APPROXIMATELY 90 DEGREES WITH AT LEAST 18" OF SEPARATION BELOW THE WATER LINE.
12.ALL MAINS WITH A STATIC PRESSURE UP TO 100 PSI (POUNDS PER SQUARE INCH) SHALL BE TESTED
AT 150 PSI FOR 1 HOUR WITH A MAXIMUM LOSS OF 5 PSI. WATER MAINS WITH A STATIC PRESSURE
GREATER THAN 100 PSI SHALL BE PRESSURE TESTED AT 1.5 TIMES THE STATIC PRESSURE FOR 1
HOUR WITH A MAXIMUM LOSS OF 5 PSI.
13.UPON SATISFACTORY COMPLETION OF TESTING, THE NEW MAINS AND CONNECTIONS TO EXISTING
MAINS SHALL BE CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO DISINFECTION. FLUSHING
VELOCITIES SHALL BE AT LEAST 2.5 FEET PER SECOND. DISINFECTION SHALL BE IN ACCORDANCE
WITH AWWA STANDARD C651-92, THE STATE HEALTH DIVISION AND CITY REQUIREMENTS. THE
CONTINUOUS FEED METHOD OF DISINFECTION SHALL BE USED. DISINFECTING MIXTURE SHALL BE A
CHLORINE-WATER SOLUTION HAVING A FREE CHLORINE RESIDUAL OF 40-50 MG/L (MILLIGRAMS PER
LITER). THE DISINFECTION MIXTURE WILL BE PREPARED BY INJECTING A CALCIUM/SODIUM
HYPOCHLORITE AND WATER SOLUTION INTO THE PIPELINE AT A MEASURED RATE WHILE FRESH
(POTABLE) WATER IS ALLOWED TO FLOW THROUGH THE PIPELINE SO THAT THE CHLORINE-WATER
SOLUTION IS OF THE SPECIFIED STRENGTH. TREATED (CHLORINATED) WATER SHALL BE RETAINED IN
THE PIPELINE LONG ENOUGH TO DESTROY ALL NONSPORE-FORMING BACTERIA. TYPICAL RETENTION
PERIOD IS 24 HOURS. AT THE END OF THE 24-HOUR PERIOD, THE PIPELINE IS TO HAVE A FREE
CHLORINE RESIDUAL OF A LEAST 10 MG/L. AFTER SATISFACTORY CHLORINATION, FLUSH THE
WATER FROM THE LINE UNTIL THE WATER THROUGHOUT THE PIPELINE IS EQUAL CHEMICALLY AND
BACTERIOLOGICALLY TO THE PERMANENT SOURCE OF SUPPLY.
DISPOSE OF THE DISINFECTION WATER IN AN APPROVED MANNER. DO NOT ALLOW DISINFECTION
WATER TO FLOW INTO A WATERWAY WITHOUT ADEQUATE DILUTION OR OTHER SATISFACTORY
METHODS OF REDUCING CHLORINE RESIDUALS TO A SAFE LEVEL AS MANDATED BY DEQ. AFTER
DISPOSAL AND FLUSHING OF THE DISINFECTION SOLUTION, THERE WILL BE ANOTHER 24-HOUR
RETENTION PERIOD PRIOR TO BACTERIOLOGICAL TESTING. BACTERIOLOGICAL TESTS WILL BE
TAKEN BY TPW.
14.PROVIDE AN ECLIPSE NO. 88 SAMPLING STATION MANUFACTURED BY KUPFERTE FOUNDRY, ST.
/28,6027+(6$03/,1*67$7,216+$//%(
%85<:,7+$ô),37 )(0$/(,5213,3(
7+5($' ,1/(7$1'$ô817+5($'('+26(12==/($//6$03/,1*67$7,2166+$//%(
ENCLOSED IN A LOCKABLE, NON-REMOVABLE, ALUMINUM-CAST HOUSING. WHEN OPENED, THE
SAMPLING STATION SHALL REQUIRE NO KEY FOR OPERATION, AND THE WATER WILL FLOW IN AN
ALL-BRASS WATERWAY. ALL WORKING PARTS WILL BE OF BRASS AND BE REMOVABLE FROM ABOVE
GROUND WITH NO DIGGING. A COPPER VENT TUBE (STANDARD) WILL ENABLE THE SAMPLING
STATION TO BE PUMPED FREE OF STANDING WATER TO PREVENT FREEZING, AND TO MINIMIZE
%$&7(5,$*52:7+7+((;7(5,253,3,1*:,//%(%5$66$1'$ó%$//9$/9(6+$//%(
3529,'(',13/$&(2)7+(ó3(7&2&.217+(9(173,3(
15.WATER METERS WILL BE INSTALLED BY TPW UPON INDIVIDUAL REQUEST AND PAYMENT BY OTHERS
(OWNERS). ALL WATER METERS CONNECTED TO AN IRRIGATION SYSTEM MUST HAVE THE PROPER
OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE , MINIMUM OF A DCVA (DOUBLE CHECK
VALVE ASSEMBLY) INSTALLED ON THE PROPERTY SIDE OF THE WATER METER. IN ADDITION, EVERY
METER FOR COMMERCIAL, MULTI-FAMILY, INDUSTRIAL, AND INSTITUTIONAL SERVICE, REGARDLESS
OF SIZE, SHALL HAVE THE PROPER OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE
MINIMUM OF A DCVA INSTALLED ON THE PROPERTY SIDE OF THE METER. THE BACKFLOW
PREVENTION DEVICE SHALL BE INSTALLED AND TESTED BY THE OWNER, WITH THE RESULTS
FORWARDED TO TPW WATER DIVISION, BEFORE WATER SERVICES CAN BEGIN.
16.ALL JOINTS TO BE RESTRAINED.
OPERATION OF VALVES IN THE TIGARD WATER SERVICE AREA IS PROHIBITED
1.THE GRADING PERMIT IS NOT TO BE CONSTRUED AS FINAL APPROVAL OF SITE GRADING,
EMBANKMENT OR STRUCTURAL FILL WORK; IT MERELY PROVIDES FOR INITIATION OF WORK AND
IS SUBJECT TO CHANGE PENDING CITY APPROVAL OF THE ENTIRE
CONSTRUCTION-DEVELOPMENT PLAN SET.
2.SPREADING OF MUD OR DEBRIS UPON ANY PUBLIC ROAD IS PROHIBITED. THE CITY MAY ORDER
STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION, AT ANY TIME.
3.EFFECTIVE EROSION CONTROL, DUST CONTROL, AND DRAINAGE CONTROL IS REQUIRED AT ALL
TIMES. THE CITY MAY ORDER STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION, AT ANY
TIME.
4.EMBANKMENTS OR STRUCTURAL FILLS FOR ROADWAY CONSTRUCTION OR FILLS TO BE
CONSTRUCTED ON BUILDABLE LOTS SHALL BE CONSTRUCTED FROM EXCAVATED MATERIALS
ACCEPTABLE TO THE SOILS ENGINEER AND SHALL BE BROUGHT TO GRADE IN LIFTS NOT TO
EXCEED 8" LOOSE MEASURE. EACH LIFT SHALL BE COMPACTED TO 90 PERCENT OF MAXIMUM
DENSITY AS OBTAINED BY AASTHO T_180 COMPACTION TEST.
5.STRUCTURAL FILLS SHALL COMPLY WITH CHAPTER 70APPENDIX CHAPTER 33 OF THE UNIFORM
BUILDING CODE. CONSTRUCTION ON EXISTING SLOPES GREATER THAN 5:1 SHALL BE ACHIEVED
BY BENCHING INTO THE EXISTING BANK A MINIMUM OF TEN FEET. IF THE BENCH EXPOSES SAND
SOIL AN UNDERDRAIN MUST BE PROVIDED. THE UNDERDRAIN, IF REQUIRED, WILL BE
CONSTRUCTED BY LYING INSTALLING NONWOVEN FILTER FABRIC, EQUIVALENT TO EXXON GTF
$/21*7+(%277202)7+(67$57,1*%(1&+7+(13/$&,1*$6,;,1&+/$<(52)ò
-- 03/4" DRAIN ROCK, AND FINALLY COVERING THE DRAIN ROCK WITH THE NONWOVEN FILTER
FABRIC. SUCCESSIVE BENCHES WILL BE CONSTRUCTED WITH VERTICAL FILL BETWEEN TWO TO
FIVE FEET AND BE COMPACTED IN LAYERS NOT TO EXCEED 8 INCHES. EACH 8-INCH LAYER
SHALL BE COMPACTED TO A MINIMUM OF 90 PERCENT AASHTO T-180 DENSITY. THE FILL
SLOPES SHALL NOT EXCEED 2:1 AT FINISH GRADE. NO ROCK OR SIMILAR MATERIAL EXCEEDING
A 12-INCH DIAMETER SHALL BE ALLOWED IN THE STRUCTURAL FILL.
6.THE GEOTECHNICAL ENGINEER FOR STRUCTURAL FILL SHALL BE NOTIFIED 24 HOURS IN
ADVANCE, BY THE CONTRACTOR, OF STARTING BENCHWORK TO DETERMINE THE NEED FOR AN
UNDERDRAIN LAYER AND TO VERIFY EXISTING CONDITIONS.
7.THE CITY SHALL BE PROVIDED WITH A COPY OF THE GEOTECHNICAL ENGINEER'S
REPORT/RECOMMENDATION CHANGES.
8.IF SPRINGS OR GROUND WATER ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR
SHALL NOTIFY THE SOILS AND CIVIL ENGINEERS OF THE CONDITIONS FOUND AND COORDINATE
HIS ACTIVITIES IN A MANNER THAT WILL ALLOW THE ENGINEERS TIME TO REVIEW THE
SITUATION AND PREPARE A PLAN TO PROPERLY MITIGATE THE WATER ENCOUNTERED.
9.THE CONTRACTOR SHALL HAVE THE SOILS ENGINEER TAKE COMPACTION TESTS. A MINIMUM OF
THREE TESTS WILL BE REQUIRED FOR EACH 2 FEET OF FILL.
10.EXCAVATOR MUST COMPLY WITH ORS 757.541 THROUGH 757.571 (UTILITY PRE-NOTIFICATION,
ETC.).
1.OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND
MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH
LOCAL, STATE, AND FEDERAL REGULATIONS.
2.PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BOUNDARIES OF THE CLEARING LIMITS,
VEGETATED BUFFERS, AND ANY SENSITIVE AREAS SHOWN ON THIS PLAN SHALL BE CLEARLY
DELINEATED IN THE FIELD. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE IS PERMITTED
BEYOND THE CLEARING LIMITS. THE OWNER/PERMITTEE MUST MAINTAIN THE DELINEATION FOR
THE DURATION OF THE PROJECT. NOTE: VEGETATED CORRIDORS TO BE DELINEATED WITH
ORANGE CONSTRUCTION FENCE OR APPROVED EQUAL.
3.PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BMP's THAT MUST BE INSTALLED ARE A GRAVEL
CONSTRUCTION ENTRANCE, PERIMETER SEDIMENT CONTROL, AND INLET PROTECTION. THESE
BMP's MUST BE MAINTAINED FOR THE DURATION OF THE PROJECT.
4.IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO LATER THAT
SEPTEMBER 1; THE TYPE AND PERCENTAGES OF SEED IN THE MIX MUST BE IDENTIFIED ON THE
PLANS.
5.ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE DISCHARGED OVER AN UNDISTURBED,
PREFERABLY VEGETATED AREA, AND THROUGH A SEDIMENT CONTROL BMP i.e. (FILTER BAG).
6.THE ESC PLAN MUST BE KEPT ON SITE. ALL MEASURES SHOWN ON THE PLAN MUST BE INSTALLED
PROPERLY TO ENSURE THAT SEDIMENT OR SEDIMENT LADEN WATER DOES NOT ENTER A SURFACE
WATER SYSTEM, ROADWAY, OR OTHER PROPERTIES.
7.THE ESC MEASURES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE
CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE MEASURES SHALL BE UPGRADED AS
NEEDED TO COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL EROSION CONTROL
REGULATIONS. CHANGES TO THE APPROVED ESC PLAN MUST BE SUBMITTED IN THE FORM OF AN
ESC REVISION TO CWS PER THE 1200 C PERMIT.
8.IN AREAS SUBJECT TO WIND EROSION, APPROPRIATE BMP's MUST BE USED WHICH MAY INCLUDE
THE APPLICATION OF FINE WATER SPRAYING, PLASTIC SHEETING, MULCHING, OR OTHER
APPROVED MEASURES.
9.ALL EXPOSED SOILS MUST BE COVERED DURING THE WET WEATHER PERIOD, OCTOBER 01 - MAY 31.
1.ALL PERMIT REGISTRANTS MUST IMPLEMENT THE ESCP. FAILURE TO IMPLEMENT ANY OF THE CONTROL
MEASURES OR PRACTICES DESCRIBED IN THE ESCP IS A VIOLATION OF THE PERMIT. (SCHEDULE A 8.A)
2.THE ESCP MEASURES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE
CONDITIONS. DURING THE CONSTRUCTION PERIOD, UPGRADE THESE MEASURES AS NEEDED TO
COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL EROSION AND SEDIMENT CONTROL
REGULATIONS. (SCHEDULE A.8.C.II.(1)(C))
3.SUBMISSION OF ALL ESCP REVISIONS IS NOT REQUIRED. SUBMITTAL OF THE ESCP REVISIONS IS ONLY
UNDER SPECIFIC CONDITIONS. SUBMIT ALL NECESSARY REVISION TO DEQ OR AGENT. (SCHEDULE
A.12.C.III)
4.PHASE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO PREVENT EXPOSED INACTIVE
AREAS FROM BECOMING A SOURCE OF EROSION. (SCHEDULE A 8.C.II.(1)(D))
5.IDENTIFY, MARK, AND PROTECT (BY FENCING OFF OR OTHER MEANS) CRITICAL RIPARIAN AREAS AND
VEGETATION INCLUDING IMPORTANT TREES AND ASSOCIATED ROOTING ZONES, AND VEGETATION
AREAS TO BE PRESERVED. IDENTIFY VEGETATIVE BUFFER ZONES BETWEEN THE SITE AND SENSITIVE
AREAS (E.G., WETLANDS), AND OTHER AREAS TO BE PRESERVED, ESPECIALLY IN PERIMETER AREAS.
(SCHEDULE A.8.C.I.(1) & (2))
6.PRESERVE EXISTING VEGETATION WHEN PRACTICAL AND RE-VEGETATE OPEN AREAS. RE-VEGETATE
OPEN AREAS WHEN PRACTICABLE BEFORE AND AFTER GRADING OR CONSTRUCTION. IDENTIFY THE
TYPE OF VEGETATIVE SEED MIX USED. (SCHEDULE A.7.B.III(1) AND A.7.B.III(3))
7.EROSION AND SEDIMENT CONTROL MEASURES INCLUDING PERIMETER SEDIMENT CONTROL MUST BE IN
PLACE BEFORE VEGETATION IS DISTURBED AND MUST REMAIN IN PLACE AND BE MAINTAINED, REPAIRED,
AND PROMPTLY IMPLEMENTED FOLLOWING PROCEDURES ESTABLISHED FOR THE DURATION OF
CONSTRUCTION, INCLUDING PROTECTION FOR ACTIVE STORM DRAIN INLETS AND CATCH BASINS AND
APPROPRIATE NON-STORMWATER POLLUTION CONTROLS. (SCHEDULE A.7.D.I AND A.8.C)
8.ESTABLISH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT AREAS BEFORE BEGINNING
CONCRETE WORK. (SCHEDULE A.8.C.I.(6))
9.APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY ON ALL
DISTURBED AREAS AS GRADING PROGRESSES AND FOR ALL ROADWAYS INCLUDING GRAVEL ROADWAYS.
(SCHEDULE A.8.C.II.(2))
10.ESTABLISH MATERIAL AND WASTE STORAGE AREAS, AND OTHER NON-STORMWATER CONTROLS.
(SCHEDULE A.8.C.I.(7))
11.PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS USING BMPS SUCH AS: GRAVELED
(OR PAVED) EXITS AND PARKING AREAS, GRAVEL ALL UNPAVED ROADS LOCATED ONSITE, OR USE AN
EXIT TIRE WASH. THESE BMPS MUST BE IN PLACE PRIOR TO LAND-DISTURBING ACTIVITIES. (SCHEDULE
A 7.D.II.(1) AND A.8.C.I(4))
12.WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER USE WATER-TIGHT TRUCKS OR DRAIN
LOADS ON SITE. (SCHEDULE A.7.D.II.(3))
13.USE BMPS TO PREVENT OR MINIMIZE STORMWATER EXPOSURE TO POLLUTANTS FROM SPILLS; VEHICLE
AND EQUIPMENT FUELING, MAINTENANCE, AND STORAGE; OTHER CLEANING AND MAINTENANCE
ACTIVITIES; AND WASTE HANDLING ACTIVITIES. THESE POLLUTANTS INCLUDE FUEL, HYDRAULIC FLUID,
AND OTHER OILS FROM VEHICLES AND MACHINERY, AS WELL AS DEBRIS, LEFTOVER PAINTS, SOLVENTS,
AND GLUES FROM CONSTRUCTION OPERATIONS. (SCHEDULE A.7.E.I.(2))
14.IMPLEMENT THE FOLLOWING BMPS WHEN APPLICABLE: WRITTEN SPILL PREVENTION AND RESPONSE
PROCEDURES, EMPLOYEE TRAINING ON SPILL PREVENTION AND PROPER DISPOSAL PROCEDURES, SPILL
KITS IN ALL VEHICLES, REGULAR MAINTENANCE SCHEDULE FOR VEHICLES AND MACHINERY, MATERIAL
DELIVERY AND STORAGE CONTROLS, TRAINING AND SIGNAGE, AND COVERED STORAGE AREAS FOR
WASTE AND SUPPLIES. (SCH A 7.E.III.)
15.USE WATER, SOIL-BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS NEEDED TO AVOID
WIND-BLOWN SOIL. (SCHEDULE A 7.B.II)
16.THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW
MANUFACTURER'S RECOMMENDATIONS TO MINIMIZE NUTRIENT RELEASES TO SURFACE WATERS.
EXERCISE CAUTION WHEN USING TIME-RELEASE FERTILIZERS WITHIN ANY WATERWAY RIPARIAN ZONE.
(SCHEDULE A.9.B.III)
17.IF A STORMWATER TREATMENT SYSTEM (FOR EXAMPLE, ELECTRO-COAGULATION, FLOCCULATION,
FILTRATION, ETC.) FOR SEDIMENT OR OTHER POLLUTANT REMOVAL IS EMPLOYED, SUBMIT AN
OPERATION AND MAINTENANCE PLAN (INCLUDING SYSTEM SCHEMATIC, LOCATION OF SYSTEM,
LOCATION OF INLET, LOCATION OF DISCHARGE, DISCHARGE DISPERSION DEVICE DESIGN, AND A
SAMPLING PLAN AND FREQUENCY) BEFORE OPERATING THE TREATMENT SYSTEM. OBTAIN PLAN
APPROVAL BEFORE OPERATING THE TREATMENT SYSTEM. OPERATE AND MAINTAIN THE TREATMENT
SYSTEM ACCORDING TO MANUFACTURER'S SPECIFICATIONS. (SCHEDULE A.9.D)
18.TEMPORARILY STABILIZE SOILS AT THE END OF THE SHIFT BEFORE HOLIDAYS AND WEEKENDS, IF
NEEDED. THE REGISTRANT IS RESPONSIBLE FOR ENSURING THAT SOILS ARE STABLE DURING RAIN
EVENTS AT ALL TIMES OF THE YEAR. (SCHEDULE A 7.B)
19.AT THE END OF EACH WORKDAY SOIL STOCKPILES MUST BE STABILIZED OR COVERED, OR OTHER BMPS
MUST BE IMPLEMENTED TO PREVENT DISCHARGES TO SURFACE WATERS OR CONVEYANCE SYSTEMS
LEADING TO SURFACE WATERS. (SCHEDULE A 7.E.II.(2))
20.CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND
DURING WET WEATHER. (SCHEDULE A.7.A.I)
21.SEDIMENT FENCE: REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE THIRD OF THE ABOVE GROUND
FENCE HEIGHT AND BEFORE FENCE REMOVAL. (SCHEDULE A.9.C.I)
22.OTHER SEDIMENT BARRIERS (SUCH AS BIOBAGS): REMOVE SEDIMENT BEFORE IT REACHES TWO INCHES
DEPTH ABOVE GROUND HEIGHT. AND BEFORE BMP REMOVAL. (SCHEDULE A.9.C.II)
23.CATCH BASINS: CLEAN BEFORE RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT.
SEDIMENT BASINS AND SEDIMENT TRAPS: REMOVE TRAPPED SEDIMENTS BEFORE DESIGN CAPACITY HAS
BEEN REDUCED BY FIFTY PERCENT AND AT COMPLETION OF PROJECT. (SCHEDULE A.9.C.III & IV)
24.WITHIN 24 HOURS, SIGNIFICANT SEDIMENT THAT HAS LEFT THE CONSTRUCTION SITE, MUST BE
REMEDIATED. INVESTIGATE THE CAUSE OF THE SEDIMENT RELEASE AND IMPLEMENT STEPS TO
PREVENT A RECURRENCE OF THE DISCHARGE WITHIN THE SAME 24 HOURS. ANY IN-STREAM CLEAN UP
OF SEDIMENT SHALL BE PERFORMED ACCORDING TO THE OREGON DIVISION OF STATE LANDS REQUIRED
TIMEFRAME. (SCHEDULE A.9.B.I)
25.THE INTENTIONAL WASHING OF SEDIMENT INTO STORM SEWERS OR DRAINAGE WAYS MUST NOT OCCUR.
VACUUMING OR DRY SWEEPING AND MATERIAL PICKUP MUST BE USED TO CLEANUP RELEASED
SEDIMENTS. (SCHEDULE A.9.B.II)
26.THE ENTIRE SITE MUST BE TEMPORARILY STABILIZED USING VEGETATION OR A HEAVY MULCH LAYER,
TEMPORARY SEEDING, OR OTHER METHOD SHOULD ALL CONSTRUCTION ACTIVITIES CEASE FOR 30 DAYS
OR MORE. (SCHEDULE A.7.F.I)
27.PROVIDE TEMPORARY STABILIZATION FOR THAT PORTION OF THE SITE WHERE CONSTRUCTION
ACTIVITIES CEASE FOR 14 DAYS OR MORE WITH A COVERING OF BLOWN STRAW AND A TACKIFIER,
LOOSE STRAW, OR AN ADEQUATE COVERING OF COMPOST MULCH UNTIL WORK RESUMES ON THAT
PORTION OF THE SITE. (SCHEDULE A.7.F.II)
28.PROVIDE PERMANENT EROSION CONTROL MEASURES ON ALL EXPOSED AREAS. DO NOT REMOVE
TEMPORARY SEDIMENT CONTROL PRACTICES UNTIL PERMANENT VEGETATION OR OTHER COVER OF
EXPOSED AREAS IS ESTABLISHED. HOWEVER, DO REMOVE ALL TEMPORARY EROSION CONTROL
MEASURES AS EXPOSED AREAS BECOME STABILIZED, UNLESS DOING SO CONFLICTS WITH LOCAL
REQUIREMENTS. PROPERLY DISPOSE OF CONSTRUCTION MATERIALS AND WASTE, INCLUDING SEDIMENT
RETAINED BY TEMPORARY BMPS. (SCHEDULE A.7.B.III(2) AND A.8.C.III)
1. ALL PUBLIC STORM SEWER CONSTRUCTION AND ALL MATERIALS SHALL CONFORM CWS DESIGN
AND CONSTRUCTION STANDARDS - R&O 07-20.
2. PUBLIC STORM SEWER PIPE SHALL BE THE SIZE AND MATERIALS SHOWN ON THE PLANS.
3.INSTALLATION OF THE STORM SEWER SYSTEM SHALL BE IN ACCORDANCE WITH STANDARD
PRACTICES. ALL TRENCH BACKFILL IN PUBLIC RIGHT-OF-WAY SHALL BE 3/4"-0 COMPACTED
CRUSHED ROCK, (CLASS "B").
4.ALL SERVICE LATERALS TO BE CONSTRUCTED AT A MINIMUM SLOPE OF 1/4" (2%) PER LINEAR
FOOT UNLESS OTHERWISE SHOWN ON THE PLANS. LATERALS SHALL BE 4" DIAMETER. SIDE STORM
SEWER PIPE TO BE WHITE IN COLOR AND CONFORM TO CWS STANDARD DWG NO. 170.
5.SERVICE LATERALS SHALL EXTEND A MINIMUM OF 10 FEET FROM THE MAIN AND TWO FEET PAST
THE P.U.E. INTO THE LOT. THE END OF EACH LATERAL SHALL BE MARKED WITH A 2"x4" PAINTED
WHITE, EXTENDING FROM THE INVERT TO A MINIMUM OF THREE FEET ABOVE THE GROUND
SURFACE, WITH THE DEPTH FROM THE TOP OF THE 2"x4" TO THE INVERT WRITTEN THEREON.
6.ALL SANITARY & STORM SEWER LINES MUST BE THOROUGHLY CLEANED PRIOR TO MANDRELLING
OF PVC PIPE AND TELEVISING THE SYSTEM FOR ACCEPTANCE.
7.COMPACTION SHALL BE 95% T-99 FOR TRENCH BACKFILL IN STREET AND PARKING AREA.
CONTRACTOR TO DETERMINE TYPE OF EQUIPMENT AND METHOD USED TO ACHIEVE REQUIRED
COMPACTION.
8.PRIVATELY MAINTAINED STORM SEWER SYSTEMS SHALL BE CONSTRUCTED TO THE STANDARDS
AND SPECIFICATIONS OF THE 1994 EDITION OF THE U.P.C. AS AMENDED BY THE STATE OF
OREGON, TITLED THE 1996 OREGON PLUMBING SPECIALTY CODE 918-701-0040(1)]
1.ALL PUBLIC SANITARY SEWER CONSTRUCTION AND ALL MATERIALS SHALL CONFORM WITH THE
APPLICABLE SECTIONS OF THE SPECIFICATIONS OF THE CWS OF WASHINGTON COUNTY, OREGON.
DESIGN AND CONSTRUCTION STANDARDS - R&O 07-20. ALL BACKFILL IN RIGHT-OF-WAY SHALL
COMPLY WITH CWS R&O 07-20.
2.MAIN LINE PIPE SHALL BE 8" PVC AND SERVICE LATERALS SHALL BE 4" PVC CONFORMING TO ASTM
D-3034. SIDE SANITARY SEWER PIPE TO BE GREEN IN COLOR UNLESS OTHERWISE SHOWN.
3.SERVICE LATERALS SHALL EXTEND A MINIMUM OF 10 FEET FROM THE MAIN AND TWO FEET
PASSED THE P.U.E. INTO THE LOT. THE END OF EACH LATERAL SHALL BE MARKED WITH A 2"x4"
PAINTED GREEN, EXTENDING FROM THE INVERT TO A MINIMUM OF THREE FEET ABOVE THE
GROUND SURFACE, WITH THE DEPTH FROM THE TOP OF THE 2"x4" TO THE INVERT WRITTEN
THEREON.
4.SERVICE LATERALS SHALL BE CONSTRUCTED AT A MINIMUM GRADE OF 2% WITH A MAXIMUM
*5$'(2) $1'&21)25072&:667$1'$5'':*12
5.ALL MAIN SEWERS SHALL BE BALLED, FLUSHED, THOROUGHLY CLEANED, MANDRELLED, AND
AIR-TESTED AFTER THE BACKFILL IS PLACED AND COMPACTED. A V.H.S. T.V. VIDEO TAPE AND
REPORT AND AIR-TEST RESULTS SHALL BE PROVIDED TO CITY OF HILLSBORO. MANHOLES SHALL
BE HYDROSTATIC OR VACUUM TESTED.
6.TRENCH BACKFILL IN STREET AREAS SHALL BE WITH 3/4"-0" ROCK, COMPACTED TO 95% T-99.
7.PRIVATELY MAINTAINED SANITARY SEWER SYSTEMS SHALL BE CONSTRUCTED TO THE STANDARDS
AND SPECIFICATIONS OF THE 1994 EDITION OF THE U.P.C. AS AMENDED BY THE STATE OF
OREGON, TITLED THE 1996 OREGON PLUMBING SPECIALTY CODE [OAR 918-701-0040(1)].
X
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XO
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XO
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XO
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XO
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XO
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XO
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XO
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XW
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W
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W
XW
XW
XW
XW
XW
XW
XW
XW
XW
XG
12" PVC
CULVERT
TO REMAIN
BENCH
3' PATH T0 REMAIN
SWALE
FENCE
ON PL
FENCE
ON PL
CABLE RISER AND
AIR CONDITIONING UNIT
TO BE RELOCATED
PGE PANEL
4.5' NORTH OF
EASEMENT TO
BE RELOCATED
4" PERFORATED
PIPE
GATE
10' GRAVEL
PATH TO BE REMOVED
POND OHW
WETLAND B
POND OHW
WETLAND A
WETLAND D
WETLAND C
STREAM CHANNEL C
CENTERLINE FLAGS C1-C14
STREAM CHANNEL
SURVEYED
CULVERTS
2 X 8"CPP
CULVERT
CONCRETE WALLS
SW
1
5
0
T
H
A
V
E
N
U
E
EX. STRUCTURES TO
BE REMOVED TYP.
EX. FENCE TO BE
RELOCATED
EX. WELL TO BE
ABANDONED IN
ACCORDANCE WITH
OWRD REGULATONS
X X
XOH
XSS
XSD
XW
Construction Documents
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P
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Bo
b
6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
EXPIRES: JUNE 30, 2016
3/21/2016
3433
31
44
45
58
TRACT G
312
75
10
1118
13
17
15
16
TRACT E
4
64 65 66 68 70 71 72 7363
61
29
30
2
6967
TRACT A
80
77
7981
76
74
78
59
60
62
TRACT F
14 1
38
47
32
48
40
49
41
TRACT D
67
3743
8
36
46
TRACT H
5
23
22
21
3942
35
57
TRACT K
82
19
20
TRACT MTRACT L
SW
1
5
0
T
H
A
V
E
(
C
.
R
.
N
O
.
3
7
8
)
SW HAWK RIDGE ROAD
SW DANUBE DRIVE
SW
PE
A
C
E
A
V
E
N
U
E
SW
H
U
D
S
O
N
AV
E
N
U
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SW
MI
S
S
O
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I
A
V
E
N
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E
SW S
E
I
N
E
D
R
I
V
E
SW THAMES LANE
SW
1
5
4
T
H
A
V
E
N
U
E
SW MISSISSIPPI COURT
SW THAMES COURT
SW
M
I
S
S
O
U
R
I
P
L
A
C
E
SW SEINE COURT
X
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C
O
M
8.00'
PUE, TYP
6.00'
PUE, TYP
6.00'
PUE, TYP
8.00'
PUE, TYP
6.00'
PUE, TYP
6.00'
PUE, TYP
6.00'
PUE, TYP
6.00'
PUE, TYP
6.00'
PUE, TYP
6.00'
PUE, TYP
6.00'
PUE, TYP
6.00'
PUE, TYP
6.00'
PUE, TYP
L1
L2
L
3
C1
L4L5L6 L7C2
L8
L9
L11
L1
2
L13
L14
C3
C4
L1
5
L16
C5
6.00'
PUE, TYP
9
BUILD WALL
PER DETAIL 1,
THIS SHEET
STAIRS TO CONNECT
TO NEIGHBORING
PROPERTY SEE STAIRWAY
DETAIL, SHEET 7.4
TRACT B
28
27
26
25
24525651555453TRACT J
TRACT C
15.00' SANITARY
SEWER EASEMENT
9.00' PUBLIC
ACCESS EASEMENT
6.00' PUBLIC
ACCESS EASEMENT
50
TRACT P
TRACT O
LINE TABLE
LINE #
L1
L2
L3
L4
L5
L6
L7
L8
L9
L11
L12
L13
L14
L15
L16
LENGTH
2482.09'
391.18'
167.32'
405.25'
118.94'
997.06'
98.24'
708.23'
751.23'
241.89'
61.39'
341.39'
871.78'
411.22'
886.63'
BEARING
6
(
6
:
1
:
6
:
6
:
6
:
1
:
1
:
1
:
6
:
6
(
6
:
6
:
1
:
1
(
CURVE TABLE
CURVE #
C1
C2
C3
C4
C5
RADIUS
204.99'
500.00'
196.00'
196.05'
39.00'
LENGTH
204.20'
39.59'
193.69'
114.21'
61.26'
CHORD DIRECTION
1
:
1
:
6
:
6
:
1
(
X
X
P/L
6.
0
0
'
C
E
D
A
R
8.00'
2.00'
1.00'
EXISTING
GROUND
4.00'
Construction Documents
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P
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Bo
b
6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
EXPIRES: JUNE 30, 2016
3/21/2016
PROPOSED RIGHT-OF-WAY
EXISTING RIGHT-OF-WAY
PROPOSED CURB AND GUTTER
EXISTING CURB AND GUTTER
PROPOSED CENTERLINE
EXISTING CENTERLINE
PROPOSED PUBLIC UTILITY EASEMENT
PROPOSED BUILDING SETBACK
PROPOSED PROPERTY LINE
EXISTING PROPERTY LINE
EXISTING BOUNDARY LINE
PROPOSED HANDICAP RAMP
PROPOSED A.C. PAVING
EXISTING A.C. PAVING
PROPOSED SIDEWALK
PROPOSED SIDEWALK BY OTHERS
EXISTING SIDEWALK
X
X
X
X
X
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X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
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X
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X
X
X
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X
X
X
X
X
X
X
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X XXXXXX
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X
X
X
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C
O
M
SW
1
5
0
T
H
A
V
E
(
C
.
R
.
N
O
.
3
7
8
)
SW HAWK RIDGE ROAD
SW DANUBE DRIVE
SW
PE
A
C
E
A
V
E
N
U
E
SW
H
U
D
S
O
N
AV
E
N
U
E
SW
MI
S
S
O
U
R
I
A
V
E
N
U
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SW S
E
I
N
E
D
R
I
V
E
SW THAMES LANE
SW
1
5
4
T
H
A
V
E
N
U
E
SW THAMES COURT
SW
M
I
S
S
O
U
R
I
P
L
A
C
E
SW SEINE COURT
3.4%
SW MISSISSIPPI
COURT
3433
31
44
45
58
TRACT G
312
75
10
1118
13
17
15
16
TRACT E
4
64 65 66 68 70 71 72 7363
61
29
30
2
6967
TRACT A
80
77
79
81
76
74
78
59
60
62
TRACT F
14 1
38
47
32
48
40
49
41
TRACT D
67
3743
8
36
46
TRACT H
5
23
22
21
3942
35
57
82
19
20
TRACT MTRACT L
TRACT K
'
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'
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'
'
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'
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TRACT P
TRACT O
'
'
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''
'
'''
WALL 13
WALL 12
WALL 5
WALL 3
WALL 14
WALL 1
WALL 2
WALL 8A
WALL 8B
WALL 7
WALL 9
WALL 10
WALL 11
'
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'
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'
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'
Slopes Table
Number
1
2
3
Minimum Slope
0.00%
10.00%
20.00%
Maximum Slope
10.00%
20.00%
99999900.00%
Area
788601.57
166724.09
164760.55
Color
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P
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Bo
b
6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
EXPIRES: JUNE 30, 2016
3/21/2016
*SEE SHEETS 6.1-6.3
FOR LOT SECTIONS
BASED ON OUR REVIEW THE GRADING PLANS ARE IN
ACCORDANCE WITH OUR GEOTECHNICAL
5(&200(1'$7,216¬$//*5$',1*6+28/'%(&21'8&7('
AS DESCRIBED IN THE JULY 2, 2014 GEOTECHNICAL REPORT
)257+(6,7(¬/2&./2$'5(7$,1,1*:$//66+28/'$/62
BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE
RETAINING WALL DESIGN MEMO FOR THE SITE.
BY:
GEODESIGN, INC
10/30/15 WALL REVISIONS
33
31
45
58
75
18
17
15
16
64 65 66 68 70 71 72 7363
61
29
30
6967
80
77
7981
76
74
78
59
60
62
47
32
48
49
TRACT D
46
23
22
21
57
82
19
20
TRACT L
SW HAWK RIDGE ROAD
SW
H
U
D
S
O
N
AV
E
N
U
E
SW S
E
I
N
E
D
R
I
V
E
SW
1
5
4
T
H
A
V
E
N
U
E
SW MISSISSIPPI COURT
SW
M
I
S
S
O
U
R
I
P
L
A
C
E
SW SEINE COURT
3+
4
0
0+
0
0
1+
0
0
2+
0
0
3+
0
0
PARK AREA:
EXISTING CONTAMINATED
SOILS (CS) IN PARK AREA TO
REMAIN IN PLACE.
CS REMOVED FROM OTHER
ONSITE AREAS TO BE
PLACED OVER PARK
(2.6' DEEP) PRIOR TO FABRIC
PLACEMENT AND CAP OF
2'-7' CLEAN STRIPPINGS
AREA OF CUT INTO
STOCKPILED SOILS=12,848 SF
AVERAGE DEPTH 3'=1,428 CY
410
420
430
440
450
410
420
430
440
450
0+00 1+00 2+00 3+00 3+50
2' MIN. CLEAN STRIPPINGS
FABRIC BARRIER
EXISTING CLEAN SOIL
EXISTING CONTAMINATED SOIL
UP TO 8' CONTAMINATED STRIPPINGS
PL
R.O.W.
EXISTING GRADE (PRIOR TO MASS GRADING)
FINISHED GRADE
CONTAMINATED SOILS FROM
COLORADO ROW TO BE PLACED WITH
STRIPPINGS INTERMENT CELL
INTERIM EXISTING GRADE
(TOP OF 2' CAP OVER CONTAMINATED SOIL)
4.04'
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POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
EXPIRES: JUNE 30, 2016
3/21/2016
EX 5-FT CONTOUR
FG 5-FT CONTOUR
325
320
GRADING LIMITS
CONTAMINATED SOIL
MITIGATION AREA
TREE PROTECTION &
CONSTRUCTION FENCE
CONSTRUCTION ENTRANCE
XX SEDIMENT FENCE
1.FOR EROSION AND SEDIMENT CONTROL, SEE POLYGON
AT BULL MOUNTAIN EROSION AND SEDIMENT CONTROL
PLANS.
2.ALL CONSTRUCTION EQUIPMENT PERFORMING WORK
WITHIN THE CONTAMINATED AREA SHALL PASS
THROUGH THE WHEEL WASH PRIOR TO ENTERING
NON-CONTAMINATED AREAS. CONTRACTOR IS TO TAKE
PRECAUTIONS TO ELIMINATE THE EXPOSURE OF
CONTAMINATED SOILS TO THE CLEAN
UNCONTAMINATED.
3.EROSION AND DUST CONTROL:
x INSTALL TREE PROTECTION FENCING AS SHOWN ON
SHEET 28 AND REMOVE ALL TREES WITHIN GRADING
LIMITS THAT ARE NOT BEING PRESERVED WITH TREE
FENCING.
x SILT FENCES, HAY BALES, AND/OR GRANULAR HAUL
ROADS WILL BE USED AS NEEDED TO REDUCE SEDIMENT
TRANSPORT DURING CONSTRUCTION TO ACCEPTABLE
LEVELS.
x SOIL WILL BE WETTED DURING EXCAVATION ACTIVITIES,
AND CHEMICAL DUST CONTROL AND/OR WETTING
AGENTS WILL BE APPLIED IF NECESSARY.
x GRAVEL SURFACES WILL BE INSTALLED OVER
GEOTEXTILE FABRIC IN STORAGE, VEHICLE MOVEMENT,
AND/OR PARKING AREAS, IF NECESSARY.
x MULCH WILL BE PLACED OVER EXPOSED SOIL TO
MINIMIZE DUST GENERATION, IF NECESSARY.
3. STOCKPILING:
MOVE THE CONTAMINATED SOIL FROM EXCEEDING DEQ
RISK-BASED CONCENTRATIONS TO PROPOSED PARK AREA.
TAKE CARE TO PRESERVE CLEAN AREAS AND LIMIT THE
TRANSFER OF CONTAMINANTS FROM CONTAMINATED SOIL IN
CLEAN AREAS.
IF PESTICIDE-IMPACTED SOIL MUST BE STOCKPILED
TEMPORARILY ON SITE, IT MUST BE PLACED ON
IMPERMEABLE PLASTIC SHEETING A MINIMUM OF 6 MILS
THICK WITH A BERM AT THE PERIMETER OF THE STOCKPILE
TO PREVENT POTENTIAL RUNOFF TO SURROUNDING AREAS.
THE BOTTOM PLASTIC SHEETING SHOULD BE LAPPED OVER
THE BERM MATERIALS, AND THE SOIL STOCKPILE WITHIN
THE BERM SHOULD BE COVERED WITH PLASTIC SHEETING
TO PREVENT EROSION OR LEACHING OF SOIL STOCKPILE
CONTAMINANTS, IMPACTING UNDERLYING SOIL. THE UPPER
PLASTIC SHEETING COVERING THE SOIL STOCKPILE SHOULD
BE SECURED USING SAND BAGS OR EQUIVALENT.
4. TRANSPORTATION:
UNCONTAMINATED SOILS CAN BE HAULED AND USED AT
OTHER SITES. TRUCKS LEAVING THE SITE MUST BE EXAMINED
TO ENSURE THAT TRUCK EXTERIORS CARRY NO LOOSE SOIL,
AND MAY REQUIRE COVERS. SOIL LOADED INTO TRUCKS
MUST BE COVERED IF DRY, WARM, OR WINDY WEATHER
CONDITIONS COULD CAUSE SOIL TO BLOW OUT DURING
TRANSPORT TO THE DISPOSAL FACILITY. THE CONTRACTOR
SHOULD AVOID HANDLING, LOADING, OR TRANSPORTING
CONTAMINATED SOIL DURING PERIODS OF WET WEATHER, IF
POSSIBLE. THE CONTRACTOR MUST USE CARE TO NOT
TRACK SOIL ONTO ROADS.
5. LANDFILL DISPOSAL:
PESTICIDE-IMPACTED SOIL MAY BE DISPOSED OF ONLY AT A
SOLID WASTE LANDFILL AUTHORIZED BY DEQ TO RECEIVE
THIS TYPE OF MATERIAL. THE CONTRACTOR MUST
COORDINATE CHARACTERIZATION, TRANSPORTATION, AND
DISPOSAL REQUIREMENTS WITH THE APPROPRIATE LANDFILL
IDENTIFIED.
SOIL EXCEEDING DEQ RISK-BASED
CONCENTRATIONS
(AT DEPTHS TO 1.5' BGS)
*SOILS WITHIN THESE AREAS SHALL BE
INTERRED IN THE DISPOSAL CELL WITHIN
THE PARK.
SOIL EXCEEDING DEQ CLEAN FILL CRITERIA
SCREENING LEVELS
(AT DEPTHS TO 2.5' BGS)
*SOILS WITHIN THESE AREAS MAY BE USED
ONSITE AS STRIPPINGS WITHOUT
RESTRICTION, BUT MUST BE TRANSPORTED
AND DISPOSED OF AT AN APPROVED
LANDFILL IF EXPORTED OFFSITE.
AREA OF CUT FROM INTERIM EXISTING
GRADE TO FINISHED GRADE
410
420
430
440
450
460
470
480
410
420
430
440
450
460
470
480
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00
TRACT D SW
MISSOURI
AVE
TRACT C TRACT B LOT 22 SW
HUDSON
AVE
LOT 17 LOT 12 SW PEACE
AVE
LOT 3 SW 150TH
AVE
FINISH GRADE
EXISTING
GROUND
3:1 MAX
SLOPE
3:1 MAX
SLOPE
3:1 MAX
SLOPE
2:1 MAX
SLOPE
2:1 MAX
SLOPE
FREQUENT FLOOD STORAGE
ELEVATION = 417.2
FREEBOARD ELEVATION=425.0'
25-YR STORM WATER ELEVATION=424.41'
1.20'
410
420
430
440
450
460
470
480
490
500
410
420
430
440
450
460
470
480
490
500
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00
SW
COLORADO
ST
TRACT C LOT 24 SW SEINE DR LOT 77
SW
MISSISSIPPI
CT
LOT 78 LOT 68 SW THAMES
LN
LOT 41
FINISH GRADE
EXISTING
GROUND
3:1 MAX
SLOPE
3:1 MAX
SLOPE
2:1 MAX
SLOPE
2:1 MAX
SLOPE
2:1 MAX
SLOPE
2:1 MAX
SLOPE
LOT 25
25-YR STORM
WATER ELEVATION=424.0'
FREQUENT FLOOD STORAGE
ELEVATION=417.2
FREEBOARD ELEVATION=425.0'
25-YR STORM WATER ELEVATION=424.41'
1.20'
Construction Documents
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6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
EXPIRES: JUNE 30, 2016
3/21/2016
420
430
440
450
460
420
430
440
450
460
0+00 1+00 2+00 3+00 4+00 5+00
SW
COLORADO
ST
TRACT D TRACT JLOT 52
FINISH GRADE
EXISTING
GROUND
2:1 MAX
SLOPE
430
440
450
460
470
480
430
440
450
460
470
480
0+00 1+00 2+00 3+00 4+00
LOT 47 SW RIO
GRANDE
AVE
LOT 62 LOT 82 LOT 81
FINISH
GRADE
EXISTING
GROUND
2:1 MAX
SLOPE
2:1 MAX
SLOPE
2:1 MAX
SLOPE
470
480
490
500
510
470
480
490
500
510
0+00 1+00 2+00 3+00 4+00
LOT 35 LOT 34
FINISH GRADE
EXISTING
GROUND
2:1 MAX
SLOPE
2:1 MAX
SLOPE
2:1 MAX
SLOPE
460
470
480
490
500
460
470
480
490
500
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00
SW SEINE DR LOT 30 TRACT A SW 150TH
AVE
FINISH GRADE
EXISTING
GROUND
2:1 MAX
SLOPE
2:1 MAX
SLOPE
2:1 MAX
SLOPE
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6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
EXPIRES: JUNE 30, 2016
3/21/2016
406
410
420
406
410
420
0+90 1+00 2+00 3+00 3+25
FINISH GRADE
EXISTING GROUND
45.18 LF 10" (D.I.P.)
@ S=0.0089
SD
M
H
1
A
ST
A
=
1
+
0
0
.
0
0
,
0
.
0
0
'
(S
W
A
L
E
)
18
"
I
E
I
N
=
4
1
9
.
9
0
(
S
)
10
"
I
E
O
U
T
=
4
1
8
.
4
0
(
E
)
18
"
I
E
O
U
T
=
4
1
9
.
9
0
(
E
)
RI
M
=
4
2
4
.
1
8
SU
M
P
=
4
1
3
.
9
0
-0.50%
10" OUTFALL TO SWALE MITRE AND
ARMOR OUTFALL PER DETAIL, SHEET DTL5.
OUTFALL ELEV=418.00'
STA=1+45.18 (SWALE)
OUTFALL TO POND
END OF SWALE ELEV=417.30'
STA=2+97.27 (SWALE)CONSTRUCT CHECK DAM
PER DETAIL, THIS SHEET.
140'
CLASS 50 RIP-RAP OUTFALL PROTECTION
(8.00' WIDE x 8.00' LONG x 1.5' THICK)
STILLING
BASIN
-
7
2
"
W
A
T
E
R
Q
U
A
L
I
T
Y
PVC C900
417.88
0.0115
1+00 2+00
2+9
8
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
SD SD
SD
S
D
STA:1+88.92 STA:2+24.42
STA:2+62.27
REFER TO LANDSCAPE PLANS FOR
SOIL AND PLANTING INFORMATION
-8.
8
%
-3
2
.
2
%
-4
5
.
5
%
-3
3
.
3
%
-4
4
.
1
%
-33.3%
-3
3
.
3
%
12.00'
ARMOR OVERFLOW SPILLWAY
WITH CLASS 100 RIP-RAP.
OVERFLOW CREST=424.50'
TOP OF POND
INSTALL 6" REINFORCED CONCRETE SIDEWALK
SECTION ALIGNING WITH MAINTENANCE ACCESS
SD
SD
SD
419.00' TOP
OF WALL
418.50' TOP
OF WALL
420.00' TOP
OF WALL
420.00' TOP
OF WALL
TRACT C
TRACT N
NOTES:
1.SWALE LENGTH TO BE 140 FT
2.SWALE SLOPE TO BE 0.5%
3.INSTALL THREE CONCRETE FLOW
SPREADERS SPACED AT 30 FT PER
DETAIL, THIS SHEET
4.REFER TO STRUCTURAL PLANS
FOR WATER QUALITY SWALE
RETAINING STRUCTURE DESIGN
PROVIDE HIGH DENSITY JUTE MAT
(COCONUT FIBER OR GEOJUTE
PLUS) WITHIN TREATMENT AREA
WQ FLOW WIDTH = 10.00'
WQ-STORM ELEVATION 1.0' MIN
TREATMENT
DEPTH: 0.42'
18" MIN AMENDED TOP SOIL
MIX, SEEDED AND PLANTED
PER LANDSCAPE PLANS
N.T.S.
416' BASE OF POND
419' TOP OF WALL
8" CAST IN PLACE CONCRETE
CONTAINMENT STRUCTURE
420' TOP OF WALL
4" 3(5)25$7(''5$,1:,7+
CLEAN DRAIN ROCK & GEOTEXTILE
FABRIC DAYLIGHT DRAIN AT
DOWNSTREAM END OF SWALE
REFER TO STRUCTURAL PLANS FOR
REINFORCEMENT DESIGN, TYP.
418.00
24" OUT S
IE: 232.66
18" OUT NE
IE: 419.90
10" OUT E
IE: 418.00
0.71'
18" IN S
IE: 419.90
420.00
424.18
Construction Documents
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POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
EXPIRES: JUNE 30, 2016
3/21/2016
6"
FINISHED
GRADE
FINISHED
GRADE
1"
CONCRETE BREAKING STRENGTH
TO BE 3000 PSI AFTER 28 DAYS.
SWALE
MEDIA
SECTION
12"
MIN.
SD SD
S
D
S
D
SS
SS
SS
SS
SS
SS
SS
S
S
S
S
S
S
S
S
5+00
6+
0
0
7
+
0
0
SD
SD'
'
'
'
''
'
'
'
'
430
440
450
460
470
430
440
450
460
470
-0+250+001+001+25
EXISTING GROUND
RETAINING WALL
TOP OF WALL
FINISHED GRADE AT FACE OF WALL
RETAINING WALL
BRIDGECOR ARCH
STRUCTURE
R/W R/W
430
440
450
460
470
480
430
440
450
460
470
480
4+755+006+007+007+25
BRIDGECOR ARCH
STRUCTURE
WETLAND RETAINING WALL
TOP OF WALL
FINISHED GRADE AT FACE OF WALL
29.67'
1
4
.
8
3
'
BRIDGECOR NOTES:
1) MEASUREMENTS ARE TO THE INSIDE CRESTS OF THE CORRUGATIONS.
2) DIMENSIONS ARE SUBJECT TO MANUFACTURING TOLERANCES.
3) CIRCUMFERENTIAL PLATE LENGTHS ARE IN TERMS OF S = 16 INCHES.
APPROX AREA = 347.0 SQ. FT.
PLATE MAKE UP: 3 @ 9 S, 1 @ 8 S
TOTAL= 35 S
R
1
4
'
-
1
0
"
FOOTINGS PER S2.0
TOP OF FOUNDATION: 442.00'
BOTTOM OF FOUNDATION: 440.50'
CROWN OF CULVERT: 457.16'
VERTICAL SETTLEMENT JOINT 12" BLACK
INSULATION BOARD JOINT FILLER BACKED
WITH GEOTEXTILE. LOCATED AT THE
TRANSITION FROM THE FOOTING TO THE
LEVELING PAD.
ȭ
MODULAR BLOCK OR
LOCK AND LOAD HEADWALL /
WINGWALL
* ONE FULL BLOCK LENGTH
MIN. AND EXTEND TO THE
OUTSIDE EDGE OF FOOTING
*AS DESIGNED BY THE ENGINEER, THE REINFORCED
CONCRETE FOOTINGS MAY BE WIDENED AT THE
ENDS OF THE STRUCTURE TO:
x ACHIEVE AN ADEQUATE HEADWALL WIDTH.
x MAINTAIN THE SETTLEMENT JOINT AT THE
FOOTING / LEVELING PAD INTERSECTION.
x COMBINE THE ABOVE WITH A WINGWALL
INTERSECTION AS REQUIRED.
NOTE:
OUT TO OUT OF FOOTING IS A CRITICAL DIMENSION.
SEE PLAN VIEW.
6" LEG OF
6"x4" ANGLE
REINFORCED CONCRETE
ARCH FOOTING
CONTECH
BRIDGECOR
AS
R
E
Q
'
D
* FOOTINGȭ
STRUCTURE PLAN VIEW
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6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
EXPIRES: JUNE 30, 2016
3/21/2016
HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10'HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10'
400
410
420
430
440
450
400
410
420
430
440
450
6+507+008+009+00
BRIDGECOR ARCH
STRUCTURE
WETLAND
RETAINING WALL
TOP OF WALL
FINISHED GRADE AT FACE OF WALL
34.08'
9.17'
PROPOSED STORM
DRAIN PIPE
PROPOSED STORM
DRAIN MANHOLE
1.44'
BRIDGECOR NOTES:
1) MEASUREMENTS ARE TO THE INSIDE CRESTS OF THE CORRUGATIONS.
2) DIMENSIONS ARE SUBJECT TO MANUFACTURING TOLERANCES.
3) CIRCUMFERENTIAL PLATE LENGTHS ARE IN TERMS OF S = 16 INCHES.
APPROX AREA = 219.4 SQ. FT.
PLATE MAKE UP: 2 @ 8 S, 2 @ 7 S
TOTAL= 30 S
R
2
0
'
-
5
"
TOP OF FOUNDATION: 413.00'
BOTTOM OF FOUNDATION: 411.00'
CROWN OF CULVERT: 422.50'
FOOTINGS PER S2.0
PROPOSED STORM
OUTFALL PIPE
SD SD SD SD SD7+008+009+00
SD SD SD SD SD SD SD
'''
'
''
'
'
''
'
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
'''
410
420
430
440
410
420
430
440
-0+250+001+001+25
BRIDGECOR ARCH
STRUCTURE
EXISTING GROUND
RETAINING WALL
TOP OF WALL
FINISHED GRADE AT FACE OF WALL
RETAINING WALL
PROPOSED STORM
DRAIN PIPE
R/W R/WPL
VERTICAL SETTLEMENT JOINT 12" BLACK
INSULATION BOARD JOINT FILLER BACKED
WITH GEOTEXTILE. LOCATED AT THE
TRANSITION FROM THE FOOTING TO THE
LEVELING PAD.
MODULAR BLOCK OR
LOCK AND LOAD HEADWALL /
WINGWALL
* AS DESIGNED BY THE ENGINEER, THE REINFORCED
CONCRETE FOOTINGS MAY BE WIDENED AT THE
ENDS OF THE STRUCTURE TO:
x ACHIEVE AN ADEQUATE HEADWALL WIDTH.
x MAINTAIN THE SETTLEMENT JOINT AT THE
FOOTING / LEVELING PAD INTERSECTION.
x COMBINE THE ABOVE WITH A WINGWALL
INTERSECTION AS REQUIRED.
NOTE:
OUT TO OUT OF FOOTING IS A CRITICAL DIMENSION.
SEE PLAN VIEW.
CONTECH
BRIDGECOR
3 4" x 19" x 5" HOOK
BOLTS AS REQUIRED
ON 16" TYPICAL
SPACING
ȭ
REINFORCED CONCRETE HEADWALL
(SUPPLIED BY OTHERS)
* DISTANCE AS REQUIRED
TO OUTSIDE EDGE OF FOOTING REINFORCED CONCRETE
ARCH FOOTING
AS
R
E
Q
'
D
* FOOTINGȭ
STRUCTURE PLAN VIEW
1'-4"
MIN.
2'
-
0
"
MI
N
.
REINFORCED
CONCRETE
HEADWALL
3 4" x 19" x 5" HOOK
BOLTS 16" ON CENTER
FULL PERIPHERY
CONTECH BRIDGECOR
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POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
EXPIRES: JUNE 30, 2016
3/21/2016
HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10'
HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10'
I - GENERAL
1.0 STANDARDS AND DEFINITIONS
1.1 STANDARDS - All standards refer to latest edition unless otherwise
noted.
1.1.1 ASTM A-761 "Corrugated Steel Structural Plate, Zinc Coated for
Field-Bolted Pipe, Pipe-Arches and Arches" (AASHTO
Designation
M-167).
1.1.2 AASHTO LRFD Specification for Highway Bridges - Section 12.
1.1.3 AASHTO LRFD Specification for Highway Bridges - Section 26.
1.2 DEFINITIONS
1.2.1 Owner - In these specifications the word "Owner" shall mean
Polygon Homes.
1.2.2 Engineer - In these specifications the word "Engineer" shall
mean the Engineer of Record or Owner's designated engineering
representative.
1.2.3 Manufacturer - In these specifications the word "Manufacturer"
shall mean CONTECH Engineered Solutions, LLC 800-338-1122
IMatthew Houser, Bridge Consultant.
1.2.4 Contractor - In these specifications the word "Contractor" shall
mean the firm or corporation undertaking the execution of any
installation work under the terms of these specifications.
1.2.5 Approved - In these specifications the word "approved" shall
refer to the approval of the Engineer or his designated
representative.
1.2.6 As Directed - In these specifications the words "as directed"
shall refer to the directions to the Contractor from the Owner
or his designated representative.
2.0 GENERAL CONDITIONS
2.1 The Contractor shall furnish all labor, material and equipment and
perform all work and services except those set out and furnished by
the
Owner, necessary to complete in a satisfactory manner the site
preparation, excavation, filling, compaction, grading as shown on the
plans and as described therein. This work shall consist of all
mobilization
clearing and grading, grubbing, stripping, removal of existing material
unless otherwise stated, preparation of the land to be filled, filling of
the
land, spreading and compaction of the fill, and all subsidiary work
necessary to complete the grading of the cut and fill areas to conform
with the lines, grades, slopes, and specifications. This work is to be
accomplished under the observation of the Owner or his designated
representative.
2.2 Prior to bidding the work, the Contractor shall examine, investigate
and
inspect the construction site as to the nature and location of the work,
and
the general and local conditions at the construction site, including
without
limitation, the character of surface or subsurface conditions and
obstacles
to be encountered on and around the construction site and shall make
such additional investigation as he may deem necessary for the
planning
and proper execution of the work.
If conditions other than those indicated are discovered by the
Contractor,
the Owner shall be notified immediately. The material which the
Contractor believes to be a changed condition shall not be disturbed
so
that the owner can investigate the condition.
2.3 The construction shall be performed under the direction of the
Engineer.
2.4 All aspects of the structure design and site layout including
foundations,
backfill, end treatments and necessary scour consideration shall be
performed by the Engineer.
Any installation guidance provided herein shall be endorsed by the
Engineer or superceded by the Engineer's plans and specifications.
II - CONTECH BRIDGECOR ARCH
1.0 GENERAL
1.1 Manufacturer shall fabricate the Arch as shown on the plans.
Fabrication
shall conform to the requirements of ASTM A-761 and shall consist
of plates, fasteners,
and appurtenant items.
Plate thickness, end treatment and type of invert and foundation
shall be as indicated on
the plans. All manufacturing processes including corrugating,
punching, curving and
required galvanizing shall be performed within the United States of
America.
1.2 The contractor shall verify all field dimensions and conditions prior to
ordering materials.
2.0 DIMENSIONS
2.1 The proposed structure shall be a CONTECH BRIDGECOR ( Single
Radius Arch ) with the following
dimensions:
Span:X'-Y"Rise:X'-Y"
Gage: X
2.2 All plan dimensions on the contract drawings are measured in a true
horizontal plan unless otherwise noted.
3.0 ASSEMBLY AND INSTALLATION
3.1 Bolts and nuts shall conform to the requirements of ASTM A-449. The
CONTECH BRIDGECOR Arch shall be assembled in accordance with
the plate
layout drawings provided by the manufacturer and per the
manufacturer's recommendations.
Bolts shall be tightened using an applied torque of between 100 and
300 ft.-lbs.
3.2 The [insert structure shape] shall be installed in accordance with the
plans and
specifications, the manufacturer's recommendations, and AASHTO
LRFD
Specification for Highway Bridges - Section 26.
3.3 Trench excavation shall be made in embankment material that is
structurally adequate.
The trench width shall be shown on the plans. Poor quality in situ
embankment
material must be removed and replaced with suitable backfill as
directed by the Engineer.
3.4 Bedding preparation is critical to both structure performance and
service life.
The bed should be constructed to uniform line and grade to avoid
distortions that may
create undesirable stresses in the structure and/or rapid deterioration
of the roadway.
The bed should be free of rock formations, protruding stones, frozen
lumps, roots,
and other foreign matter that may cause unequal settlement.
3.5 Adequate soil bearing capacity or strength shall be provided to the
Engineer.
Foundation details shall be provided by the Engineer.
3.6 The structure shall be assembled in accordance with the
Manufacturer's instructions.
All plates shall be unloading and handled with reasonable care. Plates
shall not be rolled
or dragged over gravel rock and shall be prevented from striking rock
or other hard objects
during placement in trench or on bedding.
The structure shall be assembled in the footing starting at the
upstream end.
Circumferential seams shall be installed with the plate laps
shingled downstream as viewed from the inside of the structure.
The structure shall be backfilled using clean well graded granular
material that meets the
requirements of AASHTO M-145 for soil classifications A-1, A-2-4,
A-2-5 or A-3
Backfill must be placed symmetrically on each side of the structure
in 6 to 8 inch
loose lifts. Each lift shall be compacted to a minimum of 90 percent
density per
AASHTO T-180
3.7 Construction loads that exceed highway load limits are not allowed
to cross the
structure without approval from the Engineer.
Normal highway traffic is not allowed to cross the structure until the
structure has been
backfilled and paved. If the road is unpaved, cover allowance to
accommodate rutting
shall be as directed by the Engineer.
SPECIFICATIONS FOR MANUFACTURE AND INSTALLATION OF CONTECH BRIDGECOR ARCH STRUCTURE
GROUP CLASSIFICATION A-1-a A-1-b A-2-4 A-2-5 A-3*
Sieve Analysis Percent Passing
No. 10 (2.000 mm)50 max.----------------
No. 40 (0.425 mm)30 max.50 max.--------51 max.
No. 100 (0.150 mm)--------50 max.50 max.----
No. 200 (0.075 mm)15 max.25 max.20 max.20 max.10 max.
Atterberg Limits for Fraction Passing No., 40 (0.425 mm)
Liquid Limits --------40 max.41 max.----
Plasticity Index 6 max.6 max.10 max.10 max. Non Plastic
Usual Materials Stone Fragment,
Gravel and Sand
Silty or Clayey
Gravel and Sand Sand
NOTE: Atterberg Limits are modified to provide material that are primarily granular
* Fine beach sands, windblown sands, stream deposited sands, etc., exhibiting fine, rounded particles excluded.
NATURAL
UNDISTURBED
EMBANKMENT
COMPACTED NORMAL
ROAD FILL
SEE NOTE #4
W
MINIMUM LIMITS OF
COMPACTED NORMAL
ROAD FILL
SEE NOTE #4
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MINIMUM LIMITS OF COMPACTED SELECT
GRANULAR STRUCTURAL BACKFILL
FOR HEIGHTS OF COVER
OVER 8'-0", PAY CLOSE
ATTENTION TO NOTE #4.
CONTECH
BRIDGECOR
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SECTION
ȭ
ADDITIONAL BACKFILL NOTES:
SATISFACTORY BACKFILL MATERIAL, PROPER PLACEMENT, AND COMPACTION ARE KEY
FACTORS IN OBTAINING MAXIMUM STRENGTH AND STABILITY.
THE BACKFILL MATERIAL SHOULD BE FREE OF ROCKS, FROZEN LUMPS, AND FOREIGN
MATERIAL THAT COULD CAUSE HARD SPOTS OR DECOMPOSE TO CREATE VOIDS.
BACKFILL MATERIAL SHOULD BE WELL GRADED GRANULAR MATERIAL THAT MEETS
THE REQUIREMENTS OF AASHTO M-145 FOR SOIL CLASSIFICATIONS A-1, A-2-4, A-2-5, A-3.
BACKFILL MUST BE REPLACED SYMMETRICALLY ON EACH SIDE OF THE STRUCTURE
IN 6" LOOSE LIFTS. EACH LIFT IS TO BE COMPACTED TO A MINIMUM OF 90% DENSITY
PER AASHTO T-180.
A HIGH PERCENTAGE OF SILT OR FINE SAND IN THE NATIVE SOILS SUGGESTS THE
NEED FOR A WELL GRADED GRANULAR BACKFILL MATERIAL TO PREVENT SOIL
MIGRATION.
DURING BACKFILL, ONLY SMALL TRACKED VEHICLES (D-4 OR SMALLER) SHOULD BE
NEAR THE STRUCTURE AS FILL PROGRESSES ABOVE THE CROWN AND TO THE
FINISHED GRADE. THE ENGINEER AND CONTRACTOR ARE CAUTIONED THAT THE
MINIMUM COVER MAY NEED TO BE INCREASED TO HANDLE TEMPORARY
CONSTRUCTION VEHICLE LOADS. (LARGER THAN D-4)
SELECT GRANULAR STRUCTURAL BACKFILL LIMITS.CRITICAL BACKFILL ZONE, PRESSURE ON SOIL GREATEST HERE.
INITIAL LIFTS OVER CROWN OF STRUCTURE AS INDICATED BY
SHADED AREA TO BE COMPACTED TO REQUIRED DENSITY
WITH HAND OPERATED EQUIPMENT OR WITH SMALL TRACTOR
(D-4 OR SMALLER) DRAWN EQUIPMENT.
NOTES:
1. ALL SELECT GRANULAR BACKFILL TO BE PLACED IN A BALANCED FASHION IN THIN LIFTS (6"-8" LOOSE TYPICALLY) AND COMPACTED
TO 90 PERCENT DENSITY PER AASHTO T-180.
2. COMPLETE AND REGULAR MONITORING OF THE SHAPE IS NECESSARY DURING ALL BACKFILLING STEPS.
3. PREVENT EXCESSIVE DISTORTION OF SHAPE AS NECESSARY BY VARYING COMPACTION METHODS AND EQUIPMENT.
4. MINIMUM TRENCH WIDTH IS BASED ON AASHTO LRFD SECTION 12 SPECIFICATIONS.
5. H = STRUCTURE RISE + COVER.
Construction Documents
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6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
EXPIRES: JUNE 30, 2016
3/21/2016
Construction Documents
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6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
EXPIRES: JUNE 30, 2016
3/21/2016
1.INSTALL 4' TALL CHAINLINK FENCING WITH
BLACK VINYL ALONG SITE WALLS THAT ARE 30"
ABOVE THE FINISH GRADE BELOW AND GREATER.
4' LANDING
1 " PIPE HANDRAIL AND POSTS
2-#4 REBAR BOTH SIDES
POST (4 REQ'D EACH RAIL)
#3 REBAR TIES
EACH SIDE OF EACH
POST (TYP.)
14" MIN.
4
34 "4 "5'
6"
BOTH SIDES STAIRWAY
1 " PIPE HANDRAIL
MIN.
12"
P.C.C. PED PATH
5' WIDE
18"
LESS THAN 27"
14" MIN.
6" MIN. BURY
NOT TO SCALE
POST (TYP.)
EACH SIDE OF EACH
#3 REBAR TIES
POST (4 REQ'D EACH RAIL)
2-#4 REBAR BOTH SIDES
6"
3" CLR.
3" CLR.
4-1 " EQUALLY SPACED
7"(TYP.)
36"MIN.
STAIRWAY
5' WIDE CONCRETE
18"
24"
11"12"
LANDING
44" MIN.
PROVIDE HEAVY BROOM FINISH
AT 1/8"/FT
SLOPE TREAD
1.5"MAX.11" (TYP.)
1/2" RADIUS
NOTE:
1.PROVIDE 5'X5' LANDING AT MIDSPAN OF RISER
RUN AS REQUIRED BY CODE.
NOTE:
1.REFER TO THE JULY 2, 2014 GEOTECHNICAL REPORT AND
THE RETAINING WALL DESIGN MEMOS DATED MAY 21 AND
OCTOBER 7, 2015 PROVIDED BY GEODESIGN INC. FOR
ADDITIONAL WALL DESIGN PARAMETERS
2.DETAIL APPLIES TO WALLS 7, 8B, 10, 11, AND 13
3' - BACKFILL COMPACTED IN MAX. 6" LIFTS
USING HAND OPERATED TAMPING EQUIPMENT
x PER THE GEOTECHNICAL ENGINEER'S DESIGN RECOMMENDATIONS, WALLS ALONG ROADWAYS WILL NOT INCLUDE GEOGRIDS BEHIND THE TOP TWO
/2&./2$')$&,1*81,7672$//2:)25327(17,$/)8785(87,/,7<,167$//$7,21,17+,6&$6(7+(723*(2*5,':28/'%(/2&$7('
APPROXIMATELY 3.33 FEET BELOW THE TOP OF THE WALL. FUTURE UTILITY INSTALLATION SHOULD NOT OCCUR BELOW THE ELEVATION OF THE
TOP GEOGRID. IF EXCAVATION FOR OTHER PURPOSES MUST PROCEED BELOW THE TOP GEOGRID, CARE SHOULD BE TAKEN TO TEMPORARILY
5(029(7+(*(2*5,':,7+287'$0$*,1*,77+(*(2*5,'6+28/'%(5(3/$&(',1$&&25'$1&(:,7+7+(0$18)$&785(5·6
RECOMMENDATIONS.
x IF POSTS (FOR LIGHT POLES, FENCES, GUARDRAILS, ETC.) MUST BE INSTALLED IN THE WALL BACKFILL, GEOGRID SHOULD BE HAND CUT DURING
EXCAVATION. EXCAVATION EQUIPMENT PENETRATING GEOGRID WILL LIKELY TEAR IT AND CAUSE IRREPARABLE DAMAGE. IT IS ALSO POSSIBLE TO
INSTALL SLEEVES/TUBES THROUGH THE GEOGRID AT PLANNED POST LOCATIONS DURING WALL CONSTRUCTION. THIS WOULD ALLOW EASY
INSTALLATION OF THE FENCE/GUARDRAIL POSTS AFTER WALL CONSTRUCTION WITHOUT DAMAGING THE GEOGRID.
x SEVERAL CATCH BASINS ARE PLANNED ALONG SW HAWK RIDGE ROAD AND SW DANUBE DRIVE. THE CATCH BASINS WILL BE APPROXIMATELY 2.5 FEET
WIDE BY 5 FEET DEEP AND BE ALIGNED PERPENDICULAR TO THE RETAINING WALLS. GEOGRID CAN BE CUT AS DESCRIBED ABOVE TO ALLOW FOR
INSTALLATION OF THE CATCH BASINS WITHOUT COMPROMISING WALL STABILITY.
x SUBGRADE PREPARATION FOR WALL FOUNDATIONS SHOULD BE PERFORMED IN ACCORDANCE WITH THE ORIGINAL GEOTECHNICAL REPORT.
NOTE:
1.REFER TO THE JULY 2, 2014 GEOTECHNICAL REPORT AND
THE RETAINING WALL DESIGN MEMOS DATED MAY 21 AND
OCTOBER 7, 2015 PROVIDED BY GEODESIGN INC. FOR
ADDITIONAL WALL DESIGN PARAMETERS
2.DETAIL APPLIES TO WALLS 1, 2, 3, 4, 5, 6, 8A, 9, 12, AND 14
SW
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SD SD
SS SS SS SS
TRACT C
TRACT B
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TRACT I
5651555453TRACT J
ROW : 238
50
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13
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TRACT E
4
64 65 66 68 70 71 72 7363
61
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TRACT A
80
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6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
EXPIRES: JUNE 30, 2016
3/21/2016
PROPOSED THRUST BLOCK
PROPOSED AIR RELEASE VALVE
EX AIR RELEASE VALVE
PROPOSED BLOW-OFF
EX BLOW-OFF
PROPOSED WATER VALVE
EX WATER VALVE
PROPOSED WATER METER
EX WATER METER
PROPOSED FIRE HYDRANT
EX FIRE HYDRANT
PROPOSED STORM CLEANOUT
EX STORM CLEANOUT
EX AREA DRAIN
PROPOSED SANITARY CLEANOUT
EX SANITARY CLEANOUT
EX STORM MANHOLE
PROPOSED CURB INLET
PROPOSED STORM MANHOLE
EX SANITARY MANHOLE
PROPOSED SANITARY MANHOLE
EX BURIED POWER LINE
EX GAS LINE
PROPOSED WATER LINE
EX WATER LINE
EX STORM DRAIN
PROPOSED STORM DRAIN
EX SANITARY SEWER
PROPOSED SANITARY SEWER
EASEMENT LINES
EX OVERHEAD POWER LINE
EX TELEPHONE LINE
EX CABLE TV LINE
EX CABLE RISER
EX TELEPHONE RISERTR
C
DC
D
S C
S
EX CURB INLET
PROPOSED AREA DRAIN
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
17+27
14+00
15+0016+0017+00
POSSIBLE FUTURE SW HAWK RIDGE ROAD
POTENTIAL FUTURE
PROPERTY LINES
SW HAWK RIDGE ROAD
410
420
430
440
450
460
470
410
420
430
440
450
460
470
13+5014+0015+0016+0017+0017+25
-1.00%
2.28%
PVI STA: 16+73.61
PVI ELEV: 436.87
K: 21.80
LVC: 71.48
BV
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HIGH PT. STA: 16+87.56
HIGH PT ELEV: 436.62
POSSIBLE FUTURE
SW HAWK RIDGE ROAD
CENTERLINE ALIGNMENT
EN
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POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
SW HAWK RIDGE RD
EXPIRES: JUNE 30, 2016
SW
SW
H
U
D
S
O
N
A
V
E
SW
P
E
A
C
E
A
V
E
SW DANUBE DR
SW S
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D
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SW THAMES LN
SW
1
5
0
T
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A
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MIS
S
O
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I
AV
E
3/21/2016
HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10'
SCALE: 1" = 20'
1.THIS STREET EXTENSION WILL NOT BE
CONSTRUCTED UNDER THIS PERMIT AND IS
SHOWN FOR INFORMATIONAL PURPOSES ONLY.
ROADWAY SECTIION NOT YET CONSTRUCTED AT TIME OF AS-BUILT SURVEY
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X X X X X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
S
W
H
A
W
K
R
I
D
G
E
R
O
A
D
SW MISSOURI AVENUE
1
1
+
0
0
1
2
+
0
0
13+0014+00
1+00
SD
SD
1
B
1
A
3
B
S
D
SD
2
1
B
1
B
S
D
S
D
SDLN-1
S
D
L
N
-
2
S
E
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S
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1
8
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S
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SD
3
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4
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SD SD SD
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SD
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3
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9
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4
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0
4
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4
2
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4
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4
4
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4
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385 390 400 410 420 430 440 450
1
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2
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1
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0
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13+0014+0014+25
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1
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BVCS: 10+17.36
BVCE: 425.94
EVCS: 12+97.50EVCE: 428.29
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6.05%END STREET CONSTRUCTIONSTA=14+06.54 (HAWK RIDGE)ELEV=433.35
SDMH 12C
STA=10+42.16, 18.50 R'
(HAWK RIDGE RD)
18" IE IN=415.68 (N)
18" IE OUT=415.58 (E)
STA=0+17.12 (SDLN-2)
RIM=426.00
INTERSECTION
STA:11+14.74 (HAWK RIDGE RD)=
STA:1+00.00 (MISSOURI AVE)
1
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(HAWK RIDGE RD)
18" IE IN=419.90 (S)
10" IE OUT=418.40 (E)
18" IE OUT=419.90 (E)
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RIM=424.18
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(HAWK RIDGE RD)
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10" IE IN=422.50 (N)
10" IE IN=422.30 (NW)
10" IE IN=421.00 (NW)
18" IE OUT=420.60 (E)
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10" IE IN=420.50 (SW)
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2.50%TRAVEL 14' TRAVEL 10' 41-50' R.O.W. (VARIES)24' PAVEMENTLC R/WSTA 10+16.50 TO 14+06.54 2.50%R/WPUE6'PLANT.5.5'SW 5'5' WIDE CONCRETE SIDEWALKPER DETAIL 120, SHEET DTL1.CONCRETE CURBAND GUTTER PERDETAIL 126, SHEET DTL1.PAVEMENTSECTION 5:1 MAX.MIN.6' N.T.S.0.5'
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10" IE IN=420.50 (SW)
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18" IE IN=420.20 (W)
18" IE OUT=420.14 (N)
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RIM=425.71
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18" IE IN=419.90 (S)
10" IE OUT=418.40 (E)
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SDMH 2A
STA=7+13.53, 1.99 L'
(HAWK RIDGE RD)
12" IE IN=425.42 (E)
10" IE IN=429.73 (N)
10" IE IN=429.95 (S)
12" IE OUT=425.22 (W)
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RIM=435.24
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BVCE: 435.63
EVCS: 9+25.92EVCE: 426.49 PVI STA: 11+57.43PVI ELEV: 425.10K: 97.31LVC: 280.14BVCS: 10+17.36BVCE: 425.94EVCS: 12+97.50EVCE: 428.29
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EVCS: 5+51.69
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SEE SHEET 18 FORSDLN-OUTFALL
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FINISH GRADE @
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EXISTING GROUND @
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ELEV = 461.86
PVI STA: 1+29.75
PVI ELEV: 461.76
K: 5.00
LVC: 7.77
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1
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PVI STA: 5+09.01
PVI ELEV: 451.29
K: 20.00
LVC: 85.36
BV
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BV
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:
5
+
5
1
.
6
9
EV
C
E
:
4
4
7
.
9
5
PVI STA: 2+46.39
PVI ELEV: 460.65
K: 20.00
LVC: 52.36
BV
C
S
:
2
+
2
0
.
2
1
BV
C
E
:
4
6
0
.
9
0
EV
C
S
:
2
+
7
2
.
5
7
EV
C
E
:
4
5
9
.
7
2
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
1
9
+
6
5
.
6
9
(
1
5
0
T
H
)
(
H
A
W
K
R
I
D
G
E
)
8" DI WATER
16" DI WATER
12
"
12
"
44
3
.
3
8
44
1
.
4
8
0.0381
45
2
.
3
4
45
1
.
7
9
45
3
.
7
9
0.0204
46
1
.
6
6
45
5
.
4
1
SDCI 2B.1
4+71.36, 15.50' R
(HAWK RIDGE RD)
RIM/TC = 452.73
10 IE IN = 447.24
27.00 LF
(PVC ASTM D3034)
@S=0.0178
10" IE OUT = 447.04
47.62 LF (PVC ASTM D3034)
@S=0.0743
SDCI 2B.2
4+71.36, 11.50' L
(HAWK RIDGE RD)
RIM/TC = 452.82
10" IE OUT = 447.72
27.00 LF (PVC ASTM D3034)
@S=0.0178
SDCI 2C.1
2+21.36, 15.50' R
(HAWK RIDGE RD)
RIM/TC = 461.00
10 IE IN = 455.36
27.00 LF
(PVC ASTM D3034)
@S=0.0178
10" IE OUT = 455.16
40.37 LF (PVC ASTM D3034)
@S=0.0300
SDCI 2C.2
2+21.36, 11.50' L
(HAWK RIDGE RD)
RIM/TC = 461.33
10" IE OUT = 455.84
27.00 LF (PVC ASTM D3034)
@S=0.0178
2.50%
TRAVEL
14'
TRAVEL
10'
41-50' R.O.W. (VARIES)
24' PAVEMENT
LC
R/W
2.50%
R/W
PUE
6'
VARIES SW
10'
10' WIDE CONCRETE SIDEWALK
PER DETAIL 120, SHEET DTL1.
CONCRETE CURB
AND GUTTER PER
DETAIL 126, SHEET DTL1.
PAVEMENT
SECTION
5:1 MAX.
MIN.
2'
STA 1+00.00 TO 6+50.00
N.T.S.
PL
REFER TO LANDSCAPE PLANS
FOR PATHWAY DESIGN
LANDSCAPE
TRACT
Construction Documents
N:
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b
6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
SW HAWK RIDGE RD
EXPIRES: JUNE 30, 2016
SW
SW
H
U
D
S
O
N
A
V
E
SW
P
E
A
C
E
A
V
E
SW DANUBE DR
SW S
E
I
N
E
D
R
SW THAMES LN
SW
1
5
0
T
H
A
V
E
MIS
S
O
U
R
I
AV
E
3/21/2016
HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10'
SCALE: 1" = 20'
3F
4B
4C
3G
1.CONSTRUCT SW HAWK RIDGE RD PER
TYPICAL STREET SECTION A1, THIS SHEET.
2.REFER TO CR SHEETS FOR CURB RETURN
INFORMATION.
3.ITALIC STATION LABELS INDICATE PIPE
STATIONING.
INSTALL 10' ADA ACCESSIBLE RAMP PER DETAIL
128, SHEET DTL1, WITH REMOVABLE BOLLARD
PER CWS DWG NO. 760, SHEET DTL2.
INSTALL MONUMENT BOX TYPE PER DETAIL 3010,
SHEET RD-8.
1B
2
INSTALL STORM MANHOLE PER CWS DWG NO.
010.
INSTALL INLET CATCH BASIN (CG-30) PER CWS
DWG NO. 330. SEE TABLE, THIS SHEET, FOR
CATCH BASIN INFORMATION.
INSTALL INLET CATCH BASIN (CG-48) PER CWS
DWG NO. 340. SEE TABLE, THIS SHEET, FOR
CATCH BASIN INFORMATION.
1
3
4
SIDEWALK BUILT BY DEVELOPMENT
SIDEWALK BUILT BY HOME BUILDER
2.50%2.50%
CL
FULL CROWN STA: 2+08.51
TOC RT ELEV:
461.21
FLAT CROSS SLOPE STA: 1+83.51
TOC RT ELEV:
461.67
2.50%0.00%
CL
FULL SHED STA: 1+58.51
TOC RT ELEV:
462.21
2.50%
2.50%
CL
12"
12"
447.34
4+69.23
446.84
0.0698
49.58
452.77
448.32
0.0363
460.83
456.48
454.88
0.0270
461.04
0.0115
456.79
FINISH GRADE @
STREET CENTERLINE
EXISTING GROUND @
STREET CENTERLINE
420
430
440
450
460
470
480
490
500
420
430
440
450
460
470
480
490
500
9+75 10+00 11+00 12+00 13+00 14+00
CLASS 'B' GRANULAR BACKFILL & BEDDING
SD
M
H
2
C
ST
A
=
1
0
+
0
3
.
5
0
,
5
.
0
0
R
'
(P
E
A
C
E
A
V
E
)
12
"
I
E
I
N
=
4
5
2
.
2
0
(
N
)
10
"
I
E
I
N
=
4
5
3
.
9
5
(
N
E
)
12
"
I
E
I
N
=
4
5
2
.
2
0
(
E
)
12
"
I
E
O
U
T
=
4
5
2
.
0
0
(
W
)
ST
A
=
0
+
0
0
.
0
0
(
S
D
L
N
-
3
)
RI
M
=
4
6
0
.
1
0
43.86 LF 12" (AST
M
D
3
0
3
4
)
@ S=0.0538
SD
M
H
3
B
ST
A
=
1
3
+
4
4
.
0
0
,
5
.
0
0
R
'
(P
E
A
C
E
A
V
E
)
10
"
I
E
I
N
=
4
6
9
.
8
9
(
E
)
12
"
I
E
O
U
T
=
4
6
9
.
6
9
(
S
)
ST
A
=
3
+
4
0
.
5
0
(
S
D
L
N
-
3
)
RI
M
=
4
7
5
.
4
5
SD
M
H
3
A
ST
A
=
1
0
+
4
7
.
3
5
,
5
.
0
0
R
'
(P
E
A
C
E
A
V
E
)
12
"
I
E
I
N
=
4
5
4
.
7
6
(
N
)
10
"
I
E
I
N
=
4
5
4
.
7
6
(
W
)
10
"
I
E
I
N
=
4
5
4
.
7
6
(
E
)
12
"
I
E
O
U
T
=
4
5
4
.
5
6
(
S
)
ST
A
=
0
+
4
3
.
8
6
(
S
D
L
N
-
3
)
RI
M
=
4
5
9
.
7
8
296.64 LF 12" (ASTM
D
3
0
3
4
)
@ S=0.0503
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
2
+
6
2
.
0
0
(
D
A
N
U
B
E
)
(P
E
A
C
E
)
2.50%
2.50%2.00%
5.88%
-1.50%-0.50%
PV
I
S
T
A
=
1
0
+
0
6
.
4
8
EL
E
V
=
4
6
0
.
1
2
PV
I
S
T
A
=
1
3
+
6
1
.
0
0
EL
E
V
=
4
7
5
.
6
7
PV
I
S
T
A
=
1
3
+
7
5
.
0
0
EL
E
V
=
4
7
6
.
0
2
PVI STA: 10+61.00
PVI ELEV: 459.83
K: 5.10
LVC: 32.54
BV
C
S
:
1
0
+
4
4
.
7
3
BV
C
E
:
4
5
9
.
9
1
EV
C
S
:
1
0
+
7
7
.
2
7
EV
C
E
:
4
6
0
.
7
8
LOW PT. STA: 10+47.28
LOW PT ELEV: 459.90
PVI STA: 13+14.68
PVI ELEV: 474.74
K: 12.70
LVC: 49.27
BV
C
S
:
1
2
+
9
0
.
0
4
BV
C
E
:
4
7
3
.
2
9
EV
C
S
:
1
3
+
3
9
.
3
1
EV
C
E
:
4
7
5
.
2
4
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
2
+
6
2
.
2
3
(
C
O
L
O
R
A
D
O
)
ST
A
=
1
0
+
0
6
.
4
8
(
P
E
A
C
E
)
EL
E
V
=
4
5
9
.
9
0
8" DIA WATER
45
9
.
6
7
45
4
.
5
7
45
4
.
2
7
45
3
.
7
9
45
2
.
3
4
45
1
.
7
9
0.0472
0.0515
46
9
.
7
6
46
9
.
5
6
SW
D
A
N
U
B
E
DR
I
V
E
SW PEACE AVENUESW
H
A
W
K
R
I
D
G
E
R
O
A
D
2+
0
0
3+
0
0
10+00 11+00 12+00 13+00
S
D
S
D
S
D
SD
S
D
S
D
S
S
S
S
S
S
S
S
S
S
SS SS SS SS SS SS SS SS SS SS
SS
SS
(TYP)
6.00'
PUE
14 12 101113
21 534
SD SD SD SD SD SD SD SD SD SD SD SD SD
S
D
S
D
S
D
S
D
S
D
3B
1
1
3A
3C
1
1B
1A
1A
2
2
4
SDLN-3
SD
L
N
-
5
SD
L
N
-
2
2+
0
0
3+
0
0
6.00'
PUE 2
(TYP)
2
(TYP)
S
S
SS SS SS SS SS
S
D
S
D
S
D
50.00' CROSS SLOPE TRANSITION
SEE DETAIL, THIS SHEET
SDCI 3A.1
10+47.35, 15.50' L
(PEACE AVE)
RIM/TC = 460.01
10" IE OUT = 455.14
20.50 LF (PVC ASTM D3034)
@S=0.0185
SDCI 3A.2
10+47.35, 15.50' R
(PEACE AVE)
RIM/TC = 460.01
10" IE OUT = 455.14
10.50 LF (PVC ASTM D3034)
@S=0.0362
SDCI 3B.1
13+45.27, 17.47' R
(PEACE AVE)
RIM/TC = 476.13
10" IE OUT = 470.14
12.53 LF (PVC ASTM D3034)
@S=0.0200
2.50%
TRAVEL
14'
SWTRAVEL
14' 5'
50' R.O.W.
28' PAVEMENT
LC
R/W
N.T.S.
PUE
6'
PLANT.
5.5'
2.50%
R/W
PUE
6'
PLANT.
5.5'
SW
5'
5' WIDE CONCRETE SIDEWALK
PER DETAIL 120, SHEET DTL1.
CONCRETE CURB AND GUTTER
PER DETAIL 126, SHEET DTL1.
PAVEMENT
SECTION
5:1 MA
X
.5:1 MAX.
0.5'0.5'
Construction Documents
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P
M
Bo
b
6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
SW HAWK RIDGE RD
EXPIRES: JUNE 30, 2016
SW
SW
H
U
D
S
O
N
A
V
E
SW
P
E
A
C
E
A
V
E
SW DANUBE DR
SW S
E
I
N
E
D
R
SW THAMES LN
SW
1
5
0
T
H
A
V
E
MIS
S
O
U
R
I
AV
E
3/21/2016
HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10'
SCALE: 1" = 20'
STORM LATERAL TABLE
LOT#STATION LENGTH SLOPE I.E.MAT.
1 0+54.18 SDLN-3 26.00 0.0200 456.05 D3034
2 1+12.68 SDLN-3 26.00 0.0291 459.23 D3034
3 1+70.18 SDLN-3 26.00 0.0397 462.40 D3034
4 2+30.18 SDLN-3 26.00 0.0505 465.70 D3034
5 2+84.18 SDLN-3 26.00 0.0602 468.67 D3034
14 0+57.18 SDLN-3 36.00 0.0200 456.40 D3034
13 1+15.68 SDLN-3 36.00 0.0200 459.34 D3034
12 1+77.34 SDLN-3 36.00 0.0295 462.79 D3034
11 2+31.34 SDLN-3 36.00 0.0368 465.77 D3034
10 2+85.34 SDLN-3 36.00 0.0438 468.74 D3034
PRIVATE DRIVEWAY STATIONS
LOT#DELTA STATION WIDTH
1 10+88.23, 14.00' RT 16.00
2 11+48.23, 14.00' RT 16.00
3 12+08.23, 14.00' RT 16.00
4 12+68.24, 14.00' RT 16.00
5 12+98.73, 14.00' RT 16.00
10 13+00.12, 14.00' LT 16.00
11 12+69.71, 14.00' LT 16.00
12 12+09.71, 14.00' LT 16.00
13 11+49.63, 14.00' LT 16.00
14 10+89.71, 14.00' LT 16.00
INSTALL STANDARD ADA ACCESSIBLE RAMP PER
DETAIL 128, SHEET DTL1.
INSTALL 10' ADA ACCESSIBLE RAMP PER DETAIL
128, SHEET DTL1, WITH REMOVABLE BOLLARD
PER CWS DWG NO. 760, SHEET DTL2.
INSTALL MONUMENT BOX TYPE PER DETAIL 170,
SHEET DTL2.
CONSTRUCT CURB DROP FOR RESIDENTIAL
DRIVEWAY WITH 3-FOOT WINGS. SEE TABLE,
THIS SHEET, FOR LOCATION AND WIDTH.
1A
1B
2
4
3B
3A
3C
1.CONSTRUCT SW PEACE AVE PER TYPICAL
STREET SECTION 1, THIS SHEET.
2.REFER TO CR SHEETS FOR CURB RETURN
INFORMATION.
3.ITALIC STATION LABELS INDICATE PIPE
STATIONING.
INSTALL STORM MANHOLE PER CWS DWG NO.
010.
INSTALL 6" PVC STORM SEWER LATERAL @
S=0.0200 MIN. PER CWS DWG NO. 520. SEE
TABLE, THIS SHEET, FOR LATERAL INFORMATION.
INSTALL INLET CATCH BASIN (CG-30) PER CWS
DWG NO. 330. SEE TABLE, THIS SHEET, FOR
CATCH BASIN INFORMATION.
1
2
3
SIDEWALK BUILT BY DEVELOPMENT
SIDEWALK BUILT BY HOME BUILDER
* NOTE: PRIVATE DRIVEWAYS TO BE
BUILT UNDER SEPARATE PERMIT
2.50%2.50%
CL
FULL CROWN STA: 12+85.86
TOC RT ELEV:
473.16
FLAT CROSS SLOPE STA: 13+10.86
TOC RT ELEV:
474.76
2.50%0.00%
CL
FULL SHED STA: 13+35.86
TOC RT ELEV:
475.89
2.50%
2.50%
CL
29.9
459.61+12.00 29.4
462.51+72.00 28.5
465.92+29.50 29.0
469.22+83.50 29.1
465.82+35.50 38.7
468.52+86.00 38.3
0.0278
470.00
0.0192
*LATERALS INSTALLED AT 2.0% MIN. SLOPE
4"
420
430
440
450
460
470
480
490
500
420
430
440
450
460
470
480
490
500
7+00 8+00 9+00 10+00 10+25
7.19%
2.50%-1.50%
PV
I
S
T
A
=
1
0
+
0
6
.
4
8
EL
E
V
=
4
6
0
.
1
2
PVI STA: 8+87.98
PVI ELEV: 457.16
K: 26.00
LVC: 121.90
BV
C
S
:
8
+
2
7
.
0
3
BV
C
E
:
4
5
2
.
7
8
EV
C
S
:
9
+
4
8
.
9
3
EV
C
E
:
4
5
8
.
6
8
POSSIBLE FUTURE
SW PEACE AVENUE
CENTERLINE ALIGNMENT
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
2
+
6
2
.
2
3
(
C
O
L
O
R
A
D
O
)
ST
A
=
1
0
+
0
6
.
4
8
(
P
E
A
C
E
)
EL
E
V
=
4
5
9
.
9
0
SD
M
H
2
C
ST
A
=
1
0
+
0
3
.
5
0
,
5
.
0
0
R
'
(P
E
A
C
E
A
V
E
)
12
"
I
E
I
N
=
4
5
2
.
2
0
(
N
)
10
"
I
E
I
N
=
4
5
3
.
9
5
(
N
E
)
12
"
I
E
I
N
=
4
5
2
.
2
0
(
E
)
12
"
I
E
O
U
T
=
4
5
2
.
0
0
(
W
)
ST
A
=
0
+
0
0
.
0
0
(
S
D
L
N
-
3
)
RI
M
=
4
6
0
.
1
0
8" DIA WATER
45
2
.
3
4
45
1
.
7
9
45
3
.
7
9
2+
0
0
3+
0
0
7+00 8+00 9+00 10+00
S
D
S
D
S
D
SD
S
S
S
S
S
S
S
S
S
S
S
S
SS
S
D
S
D
S
D
S
D
POSSIBLE FUTURE SW PEACE AVENUE
POTENTIAL FUTURE
PROPERTY LINES
Construction Documents
N:
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1
0
)
S
T
-
P
E
A
C
E
.
d
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g
-
S
H
E
E
T
:
10
.
2
Ma
r
.
2
1
,
1
6
-
1:
5
0
P
M
Bo
b
6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
SW HAWK RIDGE RD
EXPIRES: JUNE 30, 2016
SW
SW
H
U
D
S
O
N
A
V
E
SW
P
E
A
C
E
A
V
E
SW DANUBE DR
SW S
E
I
N
E
D
R
SW THAMES LN
SW
1
5
0
T
H
A
V
E
MIS
S
O
U
R
I
AV
E
3/21/2016
HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10'
SCALE: 1" = 20'
1.THIS STREET EXTENSION WILL NOT BE
CONSTRUCTED UNDER THIS PERMIT AND IS
SHOWN FOR INFORMATIONAL PURPOSES ONLY.
FINISH GRADE @
STREET CENTERLINE
EXISTING GROUND @
STREET CENTERLINE
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
5
+
1
2
.
3
9
(
D
A
N
U
B
E
)
(H
U
D
S
O
N
)
CLASS 'B' GRANULAR BACKFILL & BEDDING
410
420
430
440
450
460
470
480
490
410
420
430
440
450
460
470
480
490
9+75 10+00 11+00 12+00 13+00 14+00
SD
M
H
2
B
ST
A
=
9
+
9
6
.
9
9
,
3
.
0
0
L
'
(H
U
D
S
O
N
A
V
E
)
12
"
I
E
I
N
=
4
4
1
.
9
5
(
E
)
12
"
I
E
I
N
=
4
4
1
.
9
5
(
N
)
10
"
I
E
I
N
=
4
4
3
.
5
0
(
N
E
)
12
"
I
E
O
U
T
=
4
4
1
.
7
5
(
W
)
ST
A
=
0
+
0
0
.
0
0
(
S
D
L
N
-
4
)
RI
M
=
4
5
0
.
3
6
43.88 LF 12" (A
S
T
M
D
3
0
3
4
)
@ S=0.0679
SD
M
H
4
A
ST
A
=
1
0
+
4
0
.
8
7
,
3
.
0
0
L
'
(H
U
D
S
O
N
A
V
E
)
12
"
I
E
I
N
=
4
4
5
.
1
3
(
N
)
10
"
I
E
I
N
=
4
4
5
.
1
3
(
E
)
10
"
I
E
I
N
=
4
4
5
.
1
3
(
W
)
12
"
I
E
O
U
T
=
4
4
4
.
9
3
(
S
)
ST
A
=
0
+
4
3
.
8
8
(
S
D
L
N
-
4
)
RI
M
=
4
5
0
.
3
2
297.59 LF 12" (ASTM D3034)
@ S=0.0269
SD
M
H
4
B
ST
A
=
1
3
+
3
8
.
4
7
,
3
.
0
0
L
'
(H
U
D
S
O
N
A
V
E
)
12
"
I
E
I
N
=
4
5
3
.
3
2
(
N
)
10
"
I
E
I
N
=
4
5
5
.
9
6
(
E
)
12
"
I
E
O
U
T
=
4
5
3
.
1
2
(
S
)
ST
A
=
3
+
4
1
.
4
8
(
S
D
L
N
-
4
)
RI
M
=
4
6
1
.
5
4
27.69 LF 12" (ASTM D3034)
@ S=0.0244
SD
M
H
4
C
ST
A
=
1
3
+
6
6
.
1
6
,
3
.
0
0
L
'
(H
U
D
S
O
N
A
V
E
)
12
"
I
E
I
N
=
4
5
5
.
2
7
(
E
)
12
"
I
E
I
N
=
4
5
4
.
2
0
(
N
W
)
12
"
I
E
O
U
T
=
4
5
4
.
0
0
(
S
)
ST
A
=
3
+
6
9
.
1
7
(
S
D
L
N
-
4
)
RI
M
=
4
6
2
.
1
9
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
1
0
+
0
0
.
0
0
(
H
U
D
S
O
N
)
ST
A
=
5
+
1
2
.
2
3
(
H
A
W
K
R
I
D
G
E
)
EL
E
V
=
4
5
0
.
6
5
2.50%
2.50%2.00%
3.95%
-1.50%-0.50%
PV
I
S
T
A
=
1
0
+
0
0
.
0
0
EL
E
V
=
4
5
0
.
7
1
PV
I
S
T
A
=
1
0
+
1
4
.
0
0
EL
E
V
=
4
5
0
.
5
0
PV
I
S
T
A
=
1
3
+
6
0
.
0
0
EL
E
V
=
4
6
2
.
0
5
PV
I
S
T
A
=
1
3
+
7
4
.
0
0
EL
E
V
=
4
6
2
.
4
0
PVI STA: 10+48.00
PVI ELEV: 450.33
K: 5.00
LVC: 22.27
BV
C
S
:
1
0
+
3
6
.
8
7
BV
C
E
:
4
5
0
.
3
9
EV
C
S
:
1
0
+
5
9
.
1
3
EV
C
E
:
4
5
0
.
7
7
LOW PT. STA: 10+39.37
LOW PT ELEV: 450.38
PVI STA: 9+32.63
PVI ELEV: 449.03
K: 26.00
LVC: 125.20
BV
C
S
:
8
+
7
0
.
0
3
BV
C
E
:
4
4
4
.
4
5
EV
C
S
:
9
+
9
5
.
2
3
EV
C
E
:
4
5
0
.
5
9
PVI STA: 13+28.55
PVI ELEV: 461.42
K: 12.00
LVC: 23.44
BV
C
S
:
1
3
+
1
6
.
8
3
BV
C
E
:
4
6
0
.
9
6
EV
C
S
:
1
3
+
4
0
.
2
7
EV
C
E
:
4
6
1
.
6
6
8" DI WATER
10" SD
1.46' CLR
44
3
.
3
8
44
1
.
4
8
0.0649
44
4
.
8
5
44
4
.
8
0
44
4
.
9
0
44
4
.
9
5
45
0
.
1
5
0.0267
0.0191
45
5
.
5
9
45
2
.
8
9
45
3
.
0
4
45
5
.
9
7
45
3
.
5
7
45
4
.
8
7
SW
D
A
N
U
B
E
DR
I
V
E
SW HUDSON AVENUE
SW
H
A
W
K
R
I
D
G
E
R
O
A
D
5+
0
0
10+00 11+00 12+00 13+00
S
D
S
D
S
D
SD
S
D
S
D
S
D
SD
SD
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
5+
0
0
6+
0
0
S
D
S
D
19
20
23 22
21
18171516
SD SD SD SD SD SD SD SD SD SD SD SD SD SD
S
D
S
D
S
D
(TYP)
1
3A
3C
1
1A
1A
2
2
4
SDLN-4
SD
L
N
-
2
1
3B
5+
0
0
6.00'
PUE
6.00'
PUE
6.00'
PUE
2
(TYP)
2
(TYP)
50.00' CROSS SLOPE TRANSITION
SEE DETAIL 2, THIS SHEET 50.00' CROSS SLOPE TRANSITION
SEE DETAIL 1, THIS SHEET
SDCI 4A.1
10+40.87, 15.50' L
(HUDSON AVE)
RIM/TC = 450.50
10" IE OUT = 445.47
12.50 LF (PVC ASTM D3034)
@S=0.0272
SDCI 4A.2
10+40.87, 15.50' R
(HUDSON AVE)
RIM/TC = 451.13
10" IE OUT = 445.47
18.50 LF (PVC ASTM D3034)
@S=0.0184
SDCI 4B.1
13+39.67, 17.47' R
(HUDSON AVE)
RIM/TC = 462.31
10" IE OUT = 456.86
20.50 LF (PVC ASTM D3034)
@S=0.0438
2.50%
TRAVEL
14'
SWTRAVEL
14' 5'
50' R.O.W.
28' PAVEMENT
LC
R/W
N.T.S.
PUE
6'
PLANT.
5.5'
2.50%
R/W
PUE
6'
PLANT.
5.5'
SW
5'
5' WIDE CONCRETE SIDEWALK
PER DETAIL 120, SHEET DTL1.
CONCRETE CURB AND GUTTER
PER DETAIL 126, SHEET DTL1.
PAVEMENT
SECTION
5:1 MA
X
.5:1 MAX.
0.5'0.5'
Construction Documents
N:
\
p
r
o
j
\
3
9
5
-
0
3
1
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
3
9
5
0
3
1
.
(
1
1
)
S
T
-
H
U
D
S
O
N
.
d
w
g
-
S
H
E
E
T
:
11
.
1
Ma
r
.
2
1
,
1
6
-
1:
5
2
P
M
Bo
b
6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
SW HAWK RIDGE RD
EXPIRES: JUNE 30, 2016
SW
SW
H
U
D
S
O
N
A
V
E
SW
P
E
A
C
E
A
V
E
SW DANUBE DR
SW S
E
I
N
E
D
R
SW THAMES LN
SW
1
5
0
T
H
A
V
E
MIS
S
O
U
R
I
AV
E
3/21/2016
HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10'
SCALE: 1" = 20'
STORM LATERAL TABLE
LOT#STATION LENGTH SLOPE I.E.MAT.
15 0+60.33 SDLN-4 34.00 0.0200 446.49 D3034
16 1+12.15 SDLN-4 34.00 0.0401 448.57 D3034
17 1+72.15 SDLN-4 34.00 0.0654 451.04 D3034
18 2+33.65 SDLN-4 34.00 0.0950 453.70 D3034
19 3+10.36 SDLN-4 34.00 0.1155 456.46 D3034
20 2+66.36 SDLN-4 28.00 0.1093 454.41 D3034
21 1+89.33 SDLN-4 28.00 0.0811 451.55 D3034
22 1+19.33 SDLN-4 28.00 0.0551 448.94 D3034
23 0+63.33 SDLN-4 28.00 0.0345 446.86 D3034
PRIVATE DRIVEWAY STATIONS
LOT#DELTA STATION WIDTH
15 10+84.72, 14.00' RT 16.00
16 11+44.73, 14.00' RT 16.00
17 12+04.73, 14.00' RT 16.00
18 12+64.73, 14.00' RT 16.00
19 12+94.35, 14.00' RT 16.00
20 12+51.35, 14.00' LT 16.00
21 12+21.23, 14.00' LT 16.00
22 11+56.12, 14.00' LT 16.00
23 10+91.20, 14.00' LT 16.00
1.CONSTRUCT SW HUDSON AVE PER TYPICAL
STREET SECTION A, THIS SHEET.
2.REFER TO CR SHEETS FOR CURB RETURN
INFORMATION.
3.ITALIC STATION LABELS INDICATE PIPE
STATIONING.
INSTALL STANDARD ADA ACCESSIBLE RAMP PER
DETAIL 128, SHEET DTL1.
INSTALL 10' ADA ACCESSIBLE RAMP PER DETAIL
128, SHEET DTL1, WITH REMOVABLE BOLLARD
PER CWS DWG NO. 760, SHEET DTL2.
INSTALL MONUMENT BOX TYPE PER DETAIL 170,
SHEET DTL2.
CONSTRUCT CURB DROP FOR RESIDENTIAL
DRIVEWAY WITH 3-FOOT WINGS. SEE TABLE,
THIS SHEET, FOR LOCATION AND WIDTH.
1A
2
3A
4
3B
3C
1B
INSTALL STORM MANHOLE PER CWS DWG NO.
010.
INSTALL 6" PVC STORM SEWER LATERAL @
S=0.0200 MIN. PER CWS DWG NO. 520. SEE
TABLE, THIS SHEET, FOR LATERAL INFORMATION.
INSTALL INLET CATCH BASIN (CG-30) PER CWS
DWG NO. 330. SEE TABLE, THIS SHEET, FOR
CATCH BASIN INFORMATION.
1
2
3
SIDEWALK BUILT BY DEVELOPMENT
SIDEWALK BUILT BY HOME BUILDER
* NOTE: PRIVATE DRIVEWAYS TO BE
BUILT UNDER SEPARATE PERMIT
2.50%2.50%
CL
FULL CROWN STA: 12+75.00
TOC RT ELEV:
459.41
FLAT CROSS SLOPE STA: 13+00.00
TOC RT ELEV:
460.71
2.50%0.00%
CL
FULL SHED STA: 13+25.00
TOC RT ELEV:
461.982.50%
2.50%
CL
2.50%2.50%
CL
FULL CROWN STA: 11+00.00
TOC RT ELEV:
452.50
FLAT CROSS SLOPE STA: 10+75.00
TOC RT ELEV:
451.82
2.50%0.00%
CL
FULL SHED STA: 10+50.00
TOC RT ELEV:
451.222.50%
2.50%
CL
0+59.00 36.2
448.937.1
451.41+72.50 37.5
453.52+32.00 37.8
456.63+09.50 37.8
454.130.7
450.730.5
1+18.00 30.5
446.70+62.50 31.2
447.5
445.29
0.0352
450.79
0.0308
461.76
0.0498
456.61
*LATERALS INSTALLED AT 2.0% MIN. SLOPE
4"
410
420
430
440
450
460
470
480
490
410
420
430
440
450
460
470
480
490
7+00 8+00 9+00 10+00 10+25
7.32%
2.50%-1.50%
PV
I
S
T
A
=
1
0
+
0
0
.
0
0
EL
E
V
=
4
5
0
.
7
1
PV
I
S
T
A
=
1
0
+
1
4
.
0
0
EL
E
V
=
4
5
0
.
5
0
PVI STA: 9+32.63
PVI ELEV: 449.03
K: 26.00
LVC: 125.20
BV
C
S
:
8
+
7
0
.
0
3
BV
C
E
:
4
4
4
.
4
5
EV
C
S
:
9
+
9
5
.
2
3
EV
C
E
:
4
5
0
.
5
9
POSSIBLE FUTURE
SW HUDSON AVENUE
CENTERLINE ALIGNMENT
SD
M
H
2
B
ST
A
=
9
+
9
6
.
9
9
,
3
.
0
0
L
'
(H
U
D
S
O
N
A
V
E
)
12
"
I
E
I
N
=
4
4
1
.
9
5
(
E
)
12
"
I
E
I
N
=
4
4
1
.
9
5
(
N
)
10
"
I
E
I
N
=
4
4
3
.
5
0
(
N
E
)
12
"
I
E
O
U
T
=
4
4
1
.
7
5
(
W
)
ST
A
=
0
+
0
0
.
0
0
(
S
D
L
N
-
4
)
RI
M
=
4
5
0
.
3
6
8" DI WATER
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
1
0
+
0
0
.
0
0
(
H
U
D
S
O
N
)
ST
A
=
5
+
1
2
.
2
3
(
C
O
L
O
R
A
D
O
)
EL
E
V
=
4
5
0
.
6
5
44
3
.
3
8
44
1
.
4
8
5+
0
0
7+00 8+00 9+00
10+00
S
D
S
D
S
D
SD
S
S
S
S
S
S
5+
0
0
6+
0
0
S
D
S
D
S
D
S
D
S
D
S
D
POSSIBLE FUTURE SW HUDSON AVENUE
POTENTIAL FUTURE
PROPERTY LINES
Construction Documents
N:
\
p
r
o
j
\
3
9
5
-
0
3
1
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0
9
D
r
a
w
i
n
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s
\
0
5
A
s
b
u
i
l
t
s
\
S
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e
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t
s
\
3
9
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0
3
1
.
(
1
1
)
S
T
-
H
U
D
S
O
N
.
d
w
g
-
S
H
E
E
T
:
11
.
2
Ma
r
.
2
1
,
1
6
-
1:
5
2
P
M
Bo
b
6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
SW HAWK RIDGE RD
EXPIRES: JUNE 30, 2016
SW
SW
H
U
D
S
O
N
A
V
E
SW
P
E
A
C
E
A
V
E
SW DANUBE DR
SW S
E
I
N
E
D
R
SW THAMES LN
SW
1
5
0
T
H
A
V
E
MIS
S
O
U
R
I
AV
E
3/21/2016
HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10'
SCALE: 1" = 20'
1.THIS STREET EXTENSION WILL NOT BE
CONSTRUCTED UNDER THIS PERMIT AND IS
SHOWN FOR INFORMATIONAL PURPOSES ONLY.
FINISH GRADE @
STREET CENTERLINE
EXISTING GROUND @
STREET CENTERLINE
CLASS 'B' GRANULAR BACKFILL & BEDDING390
400
410
420
430
440
450
460
470
480
390
400
410
420
430
440
450
460
470
480
0+75 1+00 2+00 3+00 4+00 5+00 5+50
SD
M
H
1
D
ST
A
=
1
+
8
9
.
6
6
,
1
.
2
6
L
'
(M
I
S
S
O
U
R
I
A
V
E
)
12
"
I
E
I
N
=
4
2
2
.
0
0
(
N
E
)
12
"
I
E
O
U
T
=
4
2
1
.
8
0
(
S
)
ST
A
=
1
+
8
0
.
5
4
(
S
D
L
N
-
1
)
RI
M
=
4
2
7
.
3
4
219.13 LF 1
2
"
(
C
-
9
0
0
)
@ S=0.0913
SD
M
H
1
E
ST
A
=
4
+
1
0
.
6
9
,
3
.
6
2
R
'
(M
I
S
S
O
U
R
I
A
V
E
)
12
"
I
E
I
N
=
4
4
2
.
4
2
(
N
)
10
"
I
E
I
N
=
4
4
3
.
7
2
(
W
)
10
"
I
E
I
N
=
4
4
3
.
7
2
(
E
)
12
"
I
E
O
U
T
=
4
4
2
.
0
0
(
S
W
)
ST
A
=
3
+
9
8
.
0
0
(
S
D
L
N
-
1
)
RI
M
=
4
4
9
.
2
7
131.00 LF 12" (ASTM D3034)
@ S=0.0100
SD
M
H
1
F
ST
A
=
5
+
4
1
.
4
1
,
3
.
0
0
R
'
(M
I
S
S
O
U
R
I
A
V
E
)
12
"
I
E
I
N
=
4
5
2
.
2
0
(
N
)
15
"
I
E
I
N
=
4
5
1
.
9
2
(
N
E
)
18
"
I
E
I
N
=
4
4
4
.
1
5
(
W
)
12
"
I
E
O
U
T
=
4
4
3
.
7
3
(
S
)
ST
A
=
5
+
3
0
.
3
6
(
S
D
L
N
-
1
)
RI
M
=
4
5
8
.
0
9
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
7
+
4
9
.
0
7
(
S
E
I
N
E
)
(
M
I
S
S
O
U
R
I
)
-2.00%
2.00%2.50%
10.70%
-1.00%3.83%
PV
I
S
T
A
=
1
+
0
0
.
0
0
EL
E
V
=
4
2
5
.
8
5
PV
I
S
T
A
=
1
+
1
4
.
0
0
EL
E
V
=
4
2
5
.
5
7
PV
I
S
T
A
=
5
+
3
2
.
8
2
EL
E
V
=
4
5
7
.
8
9
PV
I
S
T
A
=
5
+
4
7
.
8
2
EL
E
V
=
4
5
8
.
2
6
PVI STA: 2+10.00
PVI ELEV: 427.87
K: 13.00
LVC: 89.36
BV
C
S
:
1
+
6
5
.
3
2
BV
C
E
:
4
2
6
.
1
6
EV
C
S
:
2
+
5
4
.
6
8
EV
C
E
:
4
3
2
.
6
5
PVI STA: 4+80.77
PVI ELEV: 456.84
K: 8.00
LVC: 69.60
BV
C
S
:
4
+
4
5
.
9
7
BV
C
E
:
4
5
3
.
1
2
EV
C
S
:
5
+
1
5
.
5
7
EV
C
E
:
4
5
7
.
5
4
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
1
0
+
1
6
.
5
1
(
H
A
W
K
R
I
D
G
E
)
(
M
I
S
S
O
U
R
I
)
8" DI WAT
E
R
86.63 LF 12" (PVC C900)
@ S=0.0115
SD
M
H
1
C
ST
A
=
1
+
0
3
.
0
0
,
3
.
0
0
R
'
(M
I
S
S
O
U
R
I
A
V
E
)
12
"
I
E
I
N
=
4
2
0
.
8
0
(
N
)
10
"
I
E
I
N
=
4
2
2
.
5
0
(
N
)
10
"
I
E
I
N
=
4
2
2
.
3
0
(
N
W
)
10
"
I
E
I
N
=
4
2
1
.
0
0
(
N
W
)
18
"
I
E
O
U
T
=
4
2
0
.
6
0
(
E
)
ST
A
=
0
+
9
3
.
6
0
(
S
D
L
N
-
1
)
RI
M
=
4
2
5
.
7
6
0.55'
CLR
PVI STA: 1+42.42
PVI ELEV: 425.29
K: 5.00
LVC: 24.13
BV
C
S
:
1
+
3
0
.
3
6
BV
C
E
:
4
2
5
.
4
1
EV
C
S
:
1
+
5
4
.
4
8
EV
C
E
:
4
2
5
.
7
5
LOW PT. STA: 1+35.36
LOW PT ELEV: 425.38
44
3
.
8
4
44
2
.
1
4
45
8
.
3
0
45
2
.
3
0
45
2
.
2
0
44
3
.
9
5
0.0900
42
7
.
5
1
42
2
.
4
1
42
0
.
4
2
42
2
.
3
7
12
"
12
"
SDCI 1C.2
1+38.46, 15.51' L
(MISSOURI AVE)
RIM/TC = 426.16
10" IE OUT = 423.76
40.00 LF (D.I.)
@S=0.0365
SDCI 1C.3
1+38.46, 15.51' R
(MISSOURI AVE)
RIM/TC = 426.11
10" IE OUT = 423.71
37.60 LF (D.I.)
@S=0.0322
SDCI 1E.1
4+08.94, 16.00' L
(MISSOURI AVE)
RIM/TC = 449.28
10" IE OUT = 444.06
19.70 LF (PVC ASTM D3034)
@S=0.0173
SDCI 1E.2
4+11.61, 16.00' R
(MISSOURI AVE)
RIM/TC = 449.58
10" IE OUT = 444.06
12.42 LF (PVC ASTM D3034)
@S=0.0274
8" IE IN = 423.92
19.91 LF (PVC ASTM D3034)
@S=0.0291
Construction Documents
N:
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p
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9
D
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a
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5
A
s
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e
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1
.
(
1
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)
S
T
-
M
I
S
S
O
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I
.
d
w
g
-
S
H
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:
12
Ma
r
.
2
1
,
1
6
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1:
5
4
P
M
Bo
b
6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
SW HAWK RIDGE RD
EXPIRES: JUNE 30, 2016
SW
SW
H
U
D
S
O
N
A
V
E
SW
P
E
A
C
E
A
V
E
SW DANUBE DR
SW S
E
I
N
E
D
R
SW THAMES LN
SW
1
5
0
T
H
A
V
E
MIS
S
O
U
R
I
AV
E
3/21/2016
HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10'
SCALE: 1" = 20'
INSTALL STORM MANHOLE PER CWS DWG NO.
010.
INSTALL INLET CATCH BASIN (CG-30) PER CWS
DWG NO. 330. SEE TABLE, THIS SHEET, FOR
CATCH BASIN INFORMATION.
INSTALL INLET CATCH BASIN (CG-48) PER CWS
DWG NO. 340. SEE TABLE, THIS SHEET, FOR
CATCH BASIN INFORMATION.
1
1.CONSTRUCT SW MISSOURI AVE PER TYPICAL
STREET SECTION A, THIS SHEET.
2.REFER TO CR SHEETS FOR CURB RETURN
INFORMATION.
3.ITALIC STATION LABELS INDICATE PIPE
STATIONING.
INSTALL STANDARD ADA ACCESSIBLE RAMP PER
DETAIL 128, SHEET DTL1.
INSTALL 10' ADA ACCESSIBLE RAMP PER DETAIL
128, SHEET DTL1, WITH REMOVABLE BOLLARD
PER CWS DWG NO. 760, SHEET DTL2.
INSTALL MONUMENT BOX TYPE PER DETAIL 170,
SHEET DTL2.
1A
2
3A
3B
3C
3D
1B
SIDEWALK BUILT BY DEVELOPMENT
SIDEWALK BUILT BY HOME BUILDER
PRIVATE DRIVEWAY STATIONS
LOT#DELTA STATION WIDTH
24 4+52.75, 14.00' RT 16.00
3
* NOTE: PRIVATE DRIVEWAYS TO BE
BUILT UNDER SEPARATE PERMIT
449.40
444.25
0.0269
0.0177
41.12 LF (PVC C900)
PVC C900
4
4A
425.67
0.0385
1+42.17
425.62
423.57
0.0292
SW
S
E
I
N
E
D
R
I
V
E
S
D
S
D
S
D
S
D
S
D
S
D
S
D
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
S
S
S
S
S
S
S
S
20
29
TRACT A
6+00
7+008+00
3A
1A
1 3B
1A
1A
1A
2 2
4+
0
0
SW DANUBE DRIVE
6.00'
PUE
6.00'
PUE
SDLN
-
5
SEE SHEET 7.1 FOR
CULVERT CROSSING
PLAN AND DETAILS
TRACT B
28
75.00' CROSS SLOPE TRANSITION
SEE DETAIL, THIS SHEET
420
430
440
450
460
470
480
490
500
510
420
430
440
450
460
470
480
490
500
510
5+256+007+008+008+50
2.50%2.00%
4.00%
5.00%
2.50%2.00%
4.00%
5.00%
PVI STA: 5+15.93
PVI ELEV: 456.95
K: 30.00
LVC: 360.00
BV
C
S
:
3
+
3
5
.
9
3
BV
C
E
:
4
7
1
.
3
6
EV
C
S
:
6
+
9
5
.
9
3
EV
C
E
:
4
6
4
.
1
4
LOW PT. STA: 5+76.06
LOW PT ELEV: 461.75
PVI STA: 7+91.63
PVI ELEV: 468.83
K: 12.00
LVC: 36.03
BV
C
S
:
7
+
7
3
.
6
2
BV
C
E
:
4
6
7
.
9
3
EV
C
S
:
8
+
0
9
.
6
5
EV
C
E
:
4
6
9
.
1
9
61.10 LF 12" (ASTM D3034)
@ S=0.0115
SD
M
H
5
A
ST
A
=
5
+
7
2
.
8
0
,
3
.
3
4
L
'
(D
A
N
U
B
E
D
R
)
10
"
I
E
I
N
=
4
5
5
.
9
8
(
N
)
10
"
I
E
I
N
=
4
5
5
.
9
8
(
S
W
)
12
"
I
E
O
U
T
=
4
5
4
.
9
0
(
S
E
)
ST
A
=
0
+
0
0
.
2
0
(
S
D
L
N
-
5
)
RI
M
=
4
6
1
.
6
6
FINISH GRADE @
STREET CENTERLINE
EXISTING GROUND @
STREET CENTERLINE
CLASS 'B' GRANULAR BACKFILL & BEDDING
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
8
+
2
7
.
7
0
(
D
A
N
U
B
E
)
ST
A
=
4
+
1
2
.
3
8
(
S
E
I
N
E
)
EL
E
V
=
4
6
9
.
6
2
8" DI WATER
45
5
.
6
0
45
5
.
5
0
45
4
.
5
5
0.0095
SDCI 5A.1
5+76.06, 15.50' R
(DANUBE DR)
RIM/TC = 461.85
10" IE OUT = 456.34
19.11 LF (PVC ASTM D3034)
@S=0.0185
SDCI 5A.2
5+76.06, 15.50' L
(DANUBE DR)
RIM/TC = 461.85
10" IE OUT = 456.33
12.63 LF (PVC ASTM D3034)
@S=0.0276
2.50%
TRAVEL
14'
SWTRAVEL
14' 5'
50' R.O.W.
28' PAVEMENT
LC
R/W
N.T.S.
2.50%
R/W
SW
5'
5' WIDE CONCRETE SIDEWALK
PER DETAIL 120, SHEET DTL1.
CONCRETE CURB AND GUTTER
PER DETAIL 126, SHEET DTL1.
PAVEMENT
SECTION
5:1 MA
X
.5:1 MAX.
5.5'5.5'
2.50%
TRAVEL
14'
SWTRAVEL
14' 5'
50' R.O.W.
28' PAVEMENT
LC
R/W
N.T.S.
PUE
6'
PLANT.
5.5'
2.50%
R/W
PUE
6'
PLANT.
5.5'
SW
5'
5' WIDE CONCRETE SIDEWALK
PER DETAIL 120, SHEET DTL1.CONCRETE CURB AND GUTTER
PER DETAIL 126, SHEET DTL1.
PAVEMENT
SECTION
5:1 MAX
.5:1 MAX.
0.5'0.5'
Construction Documents
N:
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p
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D
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a
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(
1
3
)
S
T
-
D
A
N
U
B
E
.
d
w
g
-
S
H
E
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T
:
13
.
1
Ma
r
.
2
1
,
1
6
-
1:
5
6
P
M
Bo
b
6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
SW HAWK RIDGE RD
EXPIRES: JUNE 30, 2016
SW
SW
H
U
D
S
O
N
A
V
E
SW
P
E
A
C
E
A
V
E
SW DANUBE DR
SW S
E
I
N
E
D
R
SW THAMES LN
SW
1
5
0
T
H
A
V
E
MIS
S
O
U
R
I
AV
E
3/21/2016
HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10'
SCALE: 1" = 20'
INSTALL STANDARD ADA ACCESSIBLE RAMP PER
DETAIL 128, SHEET DTL1.
INSTALL MONUMENT BOX TYPE PER DETAIL 170,
SHEET DTL2.
1A
2
INSTALL STORM MANHOLE PER CWS DWG NO.
010.
INSTALL INLET CATCH BASIN (CG-30) PER CWS
DWG NO. 330. SEE TABLE, THIS SHEET, FOR
CATCH BASIN INFORMATION.
1
3
1.CONSTRUCT SW DANUBE DR PER TYPICAL
STREET SECTION A, THIS SHEET.
2.REFER TO CR SHEETS FOR CURB RETURN
INFORMATION.
3.ITALIC STATION LABELS INDICATE PIPE
STATIONING.
3B
3A
SIDEWALK BUILT BY DEVELOPMENT
SIDEWALK BUILT BY HOME BUILDER
2.50%2.50%
CL
FULL CROWN STA: 7+13.70
TOC RT ELEV:
465.04
FLAT CROSS SLOPE STA: 7+38.70
TOC RT ELEV:
466.60
2.50%0.00%
CL
HALF SHED STA: 7+63.70
TOC RT ELEV:
468.16
2.50%
2.50%
CL
FULL SHED STA: 7+88.70
TOC RT ELEV:
469.625.00%
5.00%
CL
456.95
0.0706
461.74
456.04
0.0428
CLASS 'B' GRANULAR BACKFILL & BEDDING
420
430
440
450
460
470
480
490
500
510
420
430
440
450
460
470
480
490
500
510
0+751+002+003+004+005+005+25
FL
A
T
T
O
P
S
D
M
H
5
C
ST
A
=
1
+
2
6
.
5
0
,
3
.
0
0
L
'
(D
A
N
U
B
E
D
R
)
12
"
I
E
I
N
=
4
7
6
.
8
0
(
N
)
12
"
I
E
O
U
T
=
4
7
6
.
6
0
(
W
)
ST
A
=
4
+
5
2
.
6
0
(
S
D
L
N
-
5
)
RI
M
=
4
8
0
.
9
9
236.56 LF 12" (A
S
T
M
D
3
0
3
4
)
@ S=0.0623
SD
M
H
4
C
ST
A
=
5
+
1
3
.
4
4
,
8
.
6
5
L
'
(D
A
N
U
B
E
D
R
)
12
"
I
E
I
N
=
4
5
5
.
2
7
(
E
)
12
"
I
E
I
N
=
4
5
4
.
2
0
(
N
W
)
12
"
I
E
O
U
T
=
4
5
4
.
0
0
(
S
)
ST
A
=
0
+
5
9
.
1
2
(
S
D
L
N
-
5
)
RI
M
=
4
6
2
.
1
9
FINISH GRADE @
STREET CENTERLINE
EXISTING GROUND @
STREET CENTERLINE
-2.50%
-8.00%
-1.55%
-5.00%
PV
I
S
T
A
=
1
+
0
0
.
0
0
EL
E
V
=
4
8
1
.
6
6
PV
I
S
T
A
=
1
+
2
5
.
0
0
EL
E
V
=
4
8
1
.
0
3
PVI STA: 5+15.93
PVI ELEV: 456.95
K: 30.00
LVC: 360.00
BV
C
S
:
3
+
3
5
.
9
3
BV
C
E
:
4
7
1
.
3
6
EV
C
S
:
6
+
9
5
.
9
3
EV
C
E
:
4
6
4
.
1
4
PVI STA: 3+03.56
PVI ELEV: 473.95
K: 20.00
LVC: 60.09
BV
C
S
:
2
+
7
3
.
5
2
BV
C
E
:
4
7
5
.
4
5
EV
C
S
:
3
+
3
3
.
6
1
EV
C
E
:
4
7
1
.
5
4
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K: 20.00
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50.00' CROSS SLOPE TRANSITION
SEE DETAIL, THIS SHEET
2.50%
TRAVEL
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14' 5'
50' R.O.W.
28' PAVEMENT
LC
R/W
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5'
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PER DETAIL 120, SHEET DTL1.
CONCRETE CURB AND GUTTER
PER DETAIL 126, SHEET DTL1.
PAVEMENT
SECTION
5:1 MA
X
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5.5'5.5'
R/WR/W
Construction Documents
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6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
SW HAWK RIDGE RD
EXPIRES: JUNE 30, 2016
SW
SW
H
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D
S
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A
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SW
P
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A
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SW DANUBE DR
SW S
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SW THAMES LN
SW
1
5
0
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MIS
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3/21/2016
HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10'
SCALE: 1" = 20'
STORM LATERAL TABLE
LOT#STATION LENGTH SLOPE I.E.MAT.
6 4+01.21 SDLN-5 34.00 0.0247 475.81 D3034
7 3+22.60 SDLN-5 34.00 0.0100 472.26 D3034
8 2+87.07 SDLN-5 34.00 0.0118 469.99 D3034
9 1+98.02 SDLN-5 34.00 0.0100 463.39 D3034
PRIVATE DRIVEWAY STATIONS
LOT#DELTA STATION WIDTH
6 1+85.78, 14.00' RT 16.00
7 2+16.29, 14.00' RT 16.00
8 2+76.34, 14.00' RT 16.00
9 3+48.29, 14.00' RT 16.00
INSTALL STANDARD ADA ACCESSIBLE RAMP PER
DETAIL 128, SHEET DTL1.
INSTALL MONUMENT BOX TYPE PER DETAIL 3010,
SHEET RD-8.
CONSTRUCT RESIDENTIAL DRIVEWAY WITH
3-FOOT WINGS PER DETAIL 141. SEE TABLE,
THIS SHEET, FOR LOCATION AND WIDTH.
1A
2
4
1.CONSTRUCT SW DANUBE DR PER TYPICAL
STREET SECTION A, THIS SHEET.
2.REFER TO CR SHEETS FOR CURB RETURN
INFORMATION.
3.ITALIC STATION LABELS INDICATE PIPE
STATIONING.
INSTALL STORM MANHOLE PER CWS DWG NO.
010.
INSTALL FLAT TOP STORM MANHOLE PER CWS
DWG NO. 050.
INSTALL 6" PVC STORM SEWER LATERAL @
S=0.0200 MIN. PER CWS DWG NO. 520. SEE
TABLE, THIS SHEET, FOR LATERAL INFORMATION.
1
1A
SIDEWALK BUILT BY DEVELOPMENT
SIDEWALK BUILT BY HOME BUILDER
2
* NOTE: PRIVATE DRIVEWAYS TO BE
BUILT UNDER SEPARATE PERMIT
2.50%2.50%
CL
FULL CROWN STA: 2+25.00
TOC RT ELEV:
477.98
FLAT CROSS SLOPE STA: 2+00.00
TOC RT ELEV:
479.50
2.50%0.00%
CL
FULL SHED STA: 1+75.00
TOC RT ELEV:
480.75
2.50%
2.50%
CL
4"
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SDMH 1F
STA=7+47.37, 6.86 L'
(SEINE DR)
12" IE IN=452.20 (N)
15" IE IN=451.92 (NE)
18" IE IN=444.15 (W)
12" IE OUT=443.73 (S)
STA=0+01.33 (SDLN-6)
RIM=458.09
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10" IE IN=450.18 (N)
10" IE IN=450.18 (S)
18" IE OUT=445.22 (E)
STA=2+14.15 (SDLN-6)
RIM=455.86
70.62 LF 18" (ASTM D3034)@ S=0.0050SDMH 6BSTA=10+31.05, 3.00 L'(SEINE DR)12" IE IN=445.98 (W)15" IE IN=445.98 (N)18" IE OUT=445.78 (E)STA=2+84.77 (SDLN-6)RIM=455.09SDMH 6CSTA=10+94.90, 3.00 L'(SEINE CT)10" IE IN=446.50 (NW)10" IE IN=446.50 (W)6" IE IN=446.50 (SW)12" IE OUT=446.30 (E)STA=3+48.62 (SDLN-6)RIM=452.56 63.85 LF 12" (ASTM D3034)@ S=0.0050
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INTERSECTION
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ELEV=458.26
2:1 END CONSTRUCTION8" DI WATER445.86445.51
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@ S=0.0337
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87.70 LF 15" (ASTM D3034)
@ S=0.0100
FINISH GRADE @
STREET CENTERLINE
EXISTING GROUND @
STREET CENTERLINE
CLASS 'B' GRANULAR BACKFILL & BEDDING
PVI STA: 4+55.32
PVI ELEV: 461.45
K: 37.00
LVC: 390.70
BV
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S
:
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12
"
12"
S
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D
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E
SW SEINE DRIVE
SW
M
I
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77 76
74
29
75
4+005+006+00
7+00
SDLN-9
1
4
3C
1
3B
3A
2
2
1A
1A
(TYP)
8+
0
0
6.00'
PUE
6.00'
PUE
22
2
(TYP)
(TYP)
2827
26
25
24
1A
SS
S
S
SDCI 9A.1
6+51.32, 15.50' R
(SEINE DR)
RIM/TC = 459.42
10" IE OUT = 453.90
20.92 LF (PVC ASTM D3034)
@S=0.0188
SDCI 9A.2
6+61.09, 15.50' L
(SEINE DR)
RIM/TC = 459.31
10" IE OUT = 453.79
12.50 LF (PVC ASTM D3034)
@S=0.0230
SDCI 9B.1
3+68.12, 15.50' R
(SEINE DR)
RIM/TC = 473.32
10" IE OUT = 468.32
19.88 LF (PVC ASTM D3034)
@S=0.0789
SDCI 9B.2
3+68.12, 15.50' L
(SEINE DR)
RIM/TC = 473.32
10" IE OUT = 468.32
11.47 LF (PVC ASTM D3034)
@S=0.1367
2.50%
TRAVEL
14'
SWTRAVEL
14' 5'
50' R.O.W.
28' PAVEMENT
LC
R/W
N.T.S.
PUE
6'
PLANT.
5.5'
2.50%
R/W
PUE
6'
PLANT.
5.5'
SW
5'
5' WIDE CONCRETE SIDEWALK
PER DETAIL 120, SHEET DTL1.CONCRETE CURB AND GUTTER
PER DETAIL 126, SHEET DTL1.
PAVEMENT
SECTION
5:1 MAX
.5:1 MAX.
0.5'0.5'
Construction Documents
N:
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6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
SW HAWK RIDGE RD
EXPIRES: JUNE 30, 2016
SW
SW
H
U
D
S
O
N
A
V
E
SW
P
E
A
C
E
A
V
E
SW DANUBE DR
SW S
E
I
N
E
D
R
SW THAMES LN
SW
1
5
0
T
H
A
V
E
MIS
S
O
U
R
I
AV
E
3/21/2016
HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10'
SCALE: 1" = 20'
INSTALL STORM MANHOLE PER CWS DWG NO.
010.
INSTALL 6" PVC STORM SEWER LATERAL @
S=0.0200 MIN. PER CWS DWG NO. 520. SEE
TABLE, THIS SHEET, FOR LATERAL INFORMATION.
INSTALL INLET CATCH BASIN (CG-30) PER CWS
DWG NO. 330. SEE TABLE, THIS SHEET, FOR
CATCH BASIN INFORMATION.
1
2
3
1.CONSTRUCT SW SEINE DR PER TYPICAL
STREET SECTION A, THIS SHEET.
2.REFER TO CR SHEETS FOR CURB RETURN
INFORMATION.
3.ITALIC STATION LABELS INDICATE PIPE
STATIONING.
INSTALL STANDARD ADA ACCESSIBLE RAMP PER
DETAIL 128, SHEET DTL1.
INSTALL MONUMENT BOX TYPE PER DETAIL 170,
SHEET DTL2.
CONSTRUCT RESIDENTIAL DRIVEWAY WITH
3-FOOT WINGS PER DETAIL 141. SEE TABLE,
THIS SHEET, FOR LOCATION AND WIDTH.
1A
2
4
STORM LATERAL TABLE
LOT#STATION LENGTH SLOPE I.E.MAT.
24 0+30.32 SDLN-9 29.89 0.0071 452.81 D3034
25 0+80.95 SDLN-9 29.09 0.0482 454.51 D3034
26 1+31.55 SDLN-9 27.81 0.0200 455.28 D3034
27 1+94.05 SDLN-9 27.54 0.0081 457.07 D3034
28 2+73.54 SDLN-9 27.20 0.0476 460.81 D3034
29 3+99.46 SDLN-9 28.21 0.0431 470.47 D3034
74 3+60.63 SDLN-9 35.17 0.1322 467.10 D3034
75 2+90.63 SDLN-9 34.87 0.0548 462.00 D3034
76 2+10.63 SDLN-9 34.53 0.0200 458.08 D3034
77 0+58.29 SDLN-9 28.00 0.0518 454.33 D3034
PRIVATE DRIVEWAY STATIONS
LOT#DELTA STATION WIDTH
25 6+47.58, 14.00' LT 16.00
26 5+82.58, 14.00' RT 16.00
27 5+17.58, 14.00' RT 16.00
28 4+87.16, 14.00' RT 16.00
29 3+25.46, 14.00' RT 16.00
75 4+36.56, 14.00' RT 16.00
76 5+03.41, 14.00' RT 16.00
77 6+64.07, 14.00' RT 16.00
3A
3B
3C
3D
SIDEWALK BUILT BY DEVELOPMENT
SIDEWALK BUILT BY HOME BUILDER
* NOTE: PRIVATE DRIVEWAYS TO BE
BUILT UNDER SEPARATE PERMIT
454.25
453.68
467.91
473.42
467.92
453.732.0
454.230.6
457.71+94.50 29.4
460.92+73.00 28.9
469.84+00.50 29.0
467.535.1
462.22+91.50 34.4
458.32+12.00 35.1
454.131.4
0.1107
0.0785
0.0136
0.0282
*LATERALS INSTALLED AT 2.0% MIN. SLOPE
0.0388
0.0374
4"
FINISH GRADE @
STREET CENTERLINE
EXISTING GROUND @
STREET CENTERLINE
CLASS 'B' GRANULAR BACKFILL & BEDDING
445
450
460
470
480
490
500
510
520
445
450
460
470
480
490
500
510
520
0+751+002+003+003+50
-2.50%
-11.65%
PV
I
S
T
A
=
1
+
0
0
.
0
0
EL
E
V
=
4
9
5
.
6
3
PVI STA: 4+55.32
PVI ELEV: 461.45
K: 37.00
LVC: 390.70
BV
C
S
:
2
+
5
9
.
9
6
BV
C
E
:
4
8
4
.
2
2
EV
C
S
:
6
+
5
0
.
6
7
EV
C
E
:
4
5
9
.
3
2
PVI STA: 1+78.98
PVI ELEV: 493.65
K: 14.61
LVC: 133.68
BV
C
S
:
1
+
1
2
.
1
4
BV
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E
:
4
9
5
.
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2
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:
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:
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9
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12
"
I
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I
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=
4
7
7
.
4
1
(
N
)
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=
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.
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1
(
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)
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.
4
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97.63 LF 1
2
"
(
A
S
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0
3
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)
@ S=0.107
2
IN
T
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C
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N
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A
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1
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+
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1
.
6
6
(
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)
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I
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)
8" DI WATE
R
47
7
.
1
2
47
6
.
9
2
48
2
.
5
7
49
0
.
1
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49
0
.
1
5
48
9
.
9
5
1+
0
1
.
5
7
,
1
6
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L
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W
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C
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1+00
2+00
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0
1
4
(TYP)
SDLN-9
1A
1A
1
SW SEINE DRIVE
2 2
1
2
+
0
0
1
3
+
0
0
S
W
T
H
A
M
E
S
L
A
N
E
6.00'
PUE
6.00'
PUE
2
(TYP)
2
2.50%
TRAVEL
14'
SWTRAVEL
14' 5'
50' R.O.W.
28' PAVEMENT
LC
R/W
N.T.S.
PUE
6'
PLANT.
5.5'
2.50%
R/W
PUE
6'
PLANT.
5.5'
SW
5'
5' WIDE CONCRETE SIDEWALK
PER DETAIL 120, SHEET DTL1.CONCRETE CURB AND GUTTER
PER DETAIL 126, SHEET DTL1.
PAVEMENT
SECTION
5:1 MAX
.5:1 MAX.
0.5'0.5'
Construction Documents
N:
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D
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5
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s
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(
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P
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Bo
b
6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
SW HAWK RIDGE RD
EXPIRES: JUNE 30, 2016
SW
SW
H
U
D
S
O
N
A
V
E
SW
P
E
A
C
E
A
V
E
SW DANUBE DR
SW S
E
I
N
E
D
R
SW THAMES LN
SW
1
5
0
T
H
A
V
E
MIS
S
O
U
R
I
AV
E
3/21/2016
HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10'
SCALE: 1" = 20'
INSTALL STORM MANHOLE PER CWS DWG NO.
010.
INSTALL 6" PVC STORM SEWER LATERAL @
S=0.0200 MIN. PER CWS DWG NO. 520. SEE
TABLE, THIS SHEET, FOR LATERAL INFORMATION.
1
2
1.CONSTRUCT SW SEINE DRIVE AND SEINE
COURT PER TYPICAL STREET SECTION A, THIS
SHEET.
2.REFER TO CR SHEETS FOR CURB RETURN
INFORMATION.
3.ITALIC STATION LABELS INDICATE PIPE
STATIONING.
INSTALL STANDARD ADA ACCESSIBLE RAMP PER
DETAIL 128, SHEET DTL1.
INSTALL MONUMENT BOX TYPE PER DETAIL 170,
SHEET DTL2.
CONSTRUCT RESIDENTIAL DRIVEWAY WITH
3-FOOT WINGS PER DETAIL 141. SEE TABLE,
THIS SHEET, FOR LOCATION AND WIDTH.
1A
2
4
STORM LATERAL TABLE
LOT#STATION LENGTH SLOPE I.E.MAT.
30 4+54.46 SDLN-9 28.76 0.0200 475.72 D3034
31 5+07.92 SDLN-9 35.05 0.0914 482.28 D3034
73 5+25.72 SDLN-9 24.81 0.0878 482.64 D3034
PRIVATE DRIVEWAY STATIONS
LOT#DELTA STATION WIDTH
30 2+67.04, 14.00' LT 16.00
31 2+29.28, 14.00' LT 16.00
74 2+89.11, 14.00' RT 16.00
SIDEWALK BUILT BY DEVELOPMENT
SIDEWALK BUILT BY HOME BUILDER
* NOTE: PRIVATE DRIVEWAYS TO BE
BUILT UNDER SEPARATE PERMIT
475.430.7
482.037.1
28.5
*LATERALS INSTALLED AT 2.0% MIN. SLOPE
4"
FINISH GRADE @
STREET CENTERLINE
EXISTING GROUND @
STREET CENTERLINE
IN
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)
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)
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=
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5
.
1
3
CLASS 'B' GRANULAR BACKFILL & BEDDING415
420
430
440
450
460
470
480
415
420
430
440
450
460
470
480
0+75 1+00 2+00 3+00 4+00 5+00 5+50
SD
M
H
7
A
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=
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2
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=
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=
4
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7
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=
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1
.
6
3
,
1
1
.
9
1
L
'
(1
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A
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12
"
I
E
I
N
=
4
5
3
.
4
5
(
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)
10
"
I
E
I
N
=
4
5
3
.
0
0
(
N
)
15
"
I
E
O
U
T
=
4
4
9
.
9
5
(
S
)
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A
=
4
+
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1
.
8
0
(
S
D
L
N
-
7
)
RI
M
=
4
5
8
.
5
1
44.25 LF 15" (ASTM D3034)
@ S=0.0050
228.75 LF 15" (ASTM D3034)
@ S=0.0100
147.22 LF 15" (ASTM D3034)
@ S=0.0073
-2.00%-1.00%0.72%
PV
I
S
T
A
=
1
+
0
0
.
0
0
EL
E
V
=
4
5
5
.
1
3
PV
I
S
T
A
=
1
+
1
5
.
0
0
EL
E
V
=
4
5
4
.
8
3
PVI STA: 5+42.58
PVI ELEV: 457.42
K: 20.00
LVC: 222.18
BV
C
S
:
4
+
3
1
.
4
9
BV
C
E
:
4
5
6
.
6
3
EV
C
S
:
6
+
5
3
.
6
7
EV
C
E
:
4
7
0
.
5
6
IN
T
E
R
S
E
C
T
I
O
N
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A
=
5
+
1
1
.
2
1
(
1
5
4
T
H
)
ST
A
=
5
+
1
1
.
2
1
(
T
H
A
M
E
S
)
EL
E
V
=
4
5
8
.
6
6
8" DI WATER
8" SS
1.99' CLR
PVI STA: 1+42.12
PVI ELEV: 454.56
K: 13.40
LVC: 22.99
BV
C
S
:
1
+
3
0
.
6
3
BV
C
E
:
4
5
4
.
6
7
EV
C
S
:
1
+
5
3
.
6
2
EV
C
E
:
4
5
4
.
6
4
LOW PT. STA: 1+44.03
LOW PT ELEV: 454.61
44
6
.
2
5
44
7
.
1
4
44
6
.
9
7
44
5
.
9
7
44
8
.
4
4
45
1
.
3
9
44
8
.
9
9
44
8
.
3
4
45
8
.
6
6
45
3
.
0
6
44
9
.
7
6
0.0090
0.0091
0.0047
44
5
.
7
6
44
5
.
5
1
12"
12"
12"
12
"
12
"
12
"
12
"
12
"
12
"
12
"
SW
S
E
I
N
E
D
R
I
V
E
SW
T
H
A
M
E
S
L
A
N
E
SW 154TH AVENUE
SW
SE
I
N
E
CO
U
R
T
SD
SD
SD
S
D
S
D
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
1
SDLN-7
6.00'
PUE
59
60 62
474849 46 TRACT H45
63
61
1+00 2+00 3+00 4+00
5+
0
0
10
+
0
0
SD SD SD SD SD SDSDSDSDSDSDSDSDSDSD
SD
SD
6.00'
PUE
2 2
1A
1A
4
41 1 1
3A
3B
3C
3D
(TYP)
(TYP)
SD
L
N
-
6
0+
0
0
SD
L
N
-
8
2
(TYP)
2
(TYP)
SD
50
S
S
SDCI 7A.1
1+44.03, 15.50' L
(154TH AVE)
RIM/TC = 455.28
10" IE OUT = 450.61
18.74 LF (PVC ASTM D3034)
@S=0.2023
SDCI 7A.2
1+44.03, 15.50' R
(154TH AVE)
RIM/TC = 455.28
10" IE OUT = 450.61
12.85 LF (PVC ASTM D3034)
@S=0.2949
SDCI 7B.1
3+69.78, 15.50' L
(154TH AVE)
RIM/TC = 456.30
10" IE OUT = 452.00
18.50 LF (PVC C900)
@S=0.0184
SDCI 7B.2
3+69.78, 15.50' R
(154TH AVE)
RIM/TC = 456.30
10" IE OUT = 450.29
12.50 LF (PVC ASTM D3034)
@S=0.0790
2.50%
TRAVEL
14'
SWTRAVEL
14' 5'
50' R.O.W.
28' PAVEMENT
LC
R/W
N.T.S.
PUE
6'
PLANT.
5.5'
2.50%
R/W
PUE
6'
PLANT.
5.5'
SW
5'
5' WIDE CONCRETE SIDEWALK
PER DETAIL 120, SHEET DTL1.
CONCRETE CURB AND GUTTER
PER DETAIL 126, SHEET DTL1.
PAVEMENT
SECTION
5:1 MA
X
.5:1 MAX.
0.5'0.5'
Construction Documents
N:
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p
r
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9
D
r
a
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A
s
b
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s
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S
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t
s
\
3
9
5
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3
1
.
(
1
5
)
S
T
-
1
5
4
T
H
.
d
w
g
-
S
H
E
E
T
:
15
Ma
r
.
2
1
,
1
6
-
2:
0
0
P
M
Bo
b
6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
SW HAWK RIDGE RD
EXPIRES: JUNE 30, 2016
SW
SW
H
U
D
S
O
N
A
V
E
SW
P
E
A
C
E
A
V
E
SW DANUBE DR
SW S
E
I
N
E
D
R
SW THAMES LN
SW
1
5
0
T
H
A
V
E
MIS
S
O
U
R
I
AV
E
3/21/2016
HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10'
SCALE: 1" = 20'
STORM LATERAL TABLE
LOT#STATION LENGTH SLOPE I.E.MAT.
45 3+38.00 SDLN-7 34.00 0.0200 450.28 D3034
46 2+83.00 SDLN-7 34.00 0.0200 449.88 D3034
47 2+39.21 SDLN-7 34.00 0.0885 451.61 D3034
48 1+63.00 SDLN-7 34.00 0.1003 451.25 D3034
49 1+19.50 SDLN-7 34.00 0.1076 451.06 D3034
50 0+62.89 SDLN-7 34.00 0.1104 450.59 D3034
59 0+56.22 SDLN-7 28.00 0.1318 450.46 D3034
60 1+28.22 SDLN-7 28.00 0.1200 450.85 D3034
61 1+80.22 SDLN-7 28.00 0.1128 451.17 D3034
62 2+36.22 SDLN-7 28.00 0.1049 451.51 D3034
PRIVATE DRIVEWAY STATIONS
LOT#DELTA STATION WIDTH
45 4+45.21, 14.00' LT 16.00
46 4+14.79, 14.00' LT 16.00
47 3+25.21, 14.00' LT 16.00
48 2+94.79, 14.00' LT 16.00
49 2+05.21, 14.00' LT 16.00
50 1+74.71, 14.00' LT 16.00
59 1+83.01, 14.00' RT 16.00
60 2+13.43, 14.00' RT 16.00
61 3+13.01, 14.00' RT 16.00
62 3+43.43, 14.00' RT 16.00
1.CONSTRUCT SW 154TH AVE PER TYPICAL
STREET SECTION A, THIS SHEET.
2.REFER TO CR SHEETS FOR CURB RETURN
INFORMATION.
3.ITALIC STATION LABELS INDICATE PIPE
STATIONING.
INSTALL STANDARD ADA ACCESSIBLE RAMP PER
DETAIL 128, SHEET DTL1.
INSTALL MONUMENT BOX TYPE PER DETAIL 170,
SHEET DTL2.
CONSTRUCT RESIDENTIAL DRIVEWAY WITH
3-FOOT WINGS PER DETAIL 141. SEE TABLE,
THIS SHEET, FOR LOCATION AND WIDTH.
1A
2
4
3B
3A
3C
3D
INSTALL STORM MANHOLE PER CWS DWG NO.
010.
INSTALL 6" PVC STORM SEWER LATERAL @
S=0.0200 MIN. PER CWS DWG NO. 520. SEE
TABLE, THIS SHEET, FOR LATERAL INFORMATION.
INSTALL INLET CATCH BASIN (CG-30) PER CWS
DWG NO. 330. SEE TABLE, THIS SHEET, FOR
CATCH BASIN INFORMATION.
1
2
3
SIDEWALK BUILT BY DEVELOPMENT
SIDEWALK BUILT BY HOME BUILDER
* NOTE: PRIVATE DRIVEWAYS TO BE
BUILT UNDER SEPARATE PERMIT
454.69
449.34
454.75
449.65
449.76
451.33+37.00 34.4
451.42+38.50 35.0
450.835.0
461.01+20.00 35.1
450.935.3
450.728.4
450.61+29.50 28.4
450.41+79.50 29.0
450.32+35.50 28.5
0.0616
0.0330
0.2086
0.1174
*LATERALS INSTALLED AT 2.0% MIN. SLOPE
4"
F
I
N
I
S
H
G
R
A
D
E
@
S
T
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E
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T
C
E
N
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E
X
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S
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A
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S
'
B
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R
A
N
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L
A
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B
A
C
K
F
I
L
L
&
B
E
D
D
I
N
G
420 430 440 450 460 470 480 490 500 510
4
2
0
4
3
0
4
4
0
4
5
0
4
6
0
4
7
0
4
8
0
4
9
0
5
0
0
5
1
0
5+006+00
7
+
0
0
8
+
0
0
9
+
0
0
9
+
5
0
1
4
2
.
5
3
L
F
1
2
"
(
A
S
T
M
D
3
0
3
4
)
@
S
=
0
.
1
0
0
9
SDMH 8ASTA=6+58.54, 3.00 R'(THAMES LN)12" IE IN=465.14 (E)10" IE IN=465.46 (N)10" IE IN=465.46 (S)12" IE OUT=464.94 (W)STA=1+52.28 (SDLN-8)RIM=471.06 152.28 LF 12" (ASTM D3034)@ S=0.0754SDMH 7CSTA=5+11.63, 11.91 L'(THAMES LN)12" IE IN=453.45 (E)10" IE IN=453.00 (N)15" IE OUT=449.95 (S)STA=0+08.42 (SDLN-8)RIM=458.51
8
"
D
I
W
A
T
E
R
11.82%PVI STA: 5+42.58PVI ELEV: 457.42K: 20.00LVC: 222.18BVCS: 4+31.49BVCE: 456.63EVCS: 6+53.67EVCE: 470.56
P
V
I
S
T
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D
L
N
-
1
0
)
RI
M
=
4
9
5
.
6
5
168.74 LF 12" (ASTM D3034)
@ S=0.0100
8" DI WATER
0.50%
1.37%
PV
I
S
T
A
=
1
3
+
9
6
.
7
3
EL
E
V
=
4
9
7
.
7
3
PVI STA: 12+50.15
PVI ELEV: 495.72
K: 34.47
LVC: 30.00
BV
C
S
:
1
2
+
3
5
.
1
5
BV
C
E
:
4
9
5
.
6
4
EV
C
S
:
1
2
+
6
5
.
1
5
EV
C
E
:
4
9
5
.
9
2
PVI STA: 8+49.48
PVI ELEV: 493.71
K: 30.00
LVC: 339.73
BV
C
S
:
6
+
7
9
.
6
1
BV
C
E
:
4
7
3
.
6
3
EV
C
S
:
1
0
+
1
9
.
3
5
EV
C
E
:
4
9
4
.
5
6
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
1
2
+
3
1
.
6
6
(
T
H
A
M
E
S
)
ST
A
=
1
+
0
0
.
0
0
(
S
E
I
N
E
)
EL
E
V
=
4
9
5
.
6
3
EXISTING GROUND @
STREET CENTERLINE FINISH GRADE @
STREET CENTERLINE
CLASS 'B' GRANULAR BACKFILL & BEDDING
10" SD
0.53' CLR
48
9
.
2
5
48
8
.
8
5
12
+
4
9
.
2
0
,
1
.
5
7
'
R
49
0
.
1
0
49
0
.
1
5
48
9
.
9
5
48
7
.
2
8
48
7
.
8
8
48
7
.
9
3
48
7
.
2
8
0.0093
SW THAMES COURT
S
D
S
D
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
1
(TYP)
38
32
40
37
36
34
33
39
70 71 72 73
35
TRACT G
10+00 11+00 12+00 13+00 14+00
1+
0
0
SD SD SD SD SD SD SD
SDLN-8
SW THAMES LANE
1 10A
3F
4 213D
3E
6.00'
PUE
6.00'
PUE
6.00'
PUE
1A
1A
2
(TYP)
2
(TYP)
2B
(TYP)
2B
(TYP)
SS SS SS SS SS SS SS
5
SEE SHEET L2.01
FOR 10' HARD
PATH
S
D
S
S
2.50%
TRAVEL
14'
SWTRAVEL
14' 5'
50' TRACT
28' PAVEMENT
LC
R/W
N.T.S.
PUE
6'
PLANT.
5.5'
2.50%
R/W
PUE
6'
PLANT.
5.5'
SW
5'
5' WIDE CONCRETE SIDEWALK
PER DETAIL 120, SHEET DTL1.CONCRETE CURB AND GUTTER
PER DETAIL 126, SHEET DTL1.
PAVEMENT
SECTION
5:1 MA
X
.5:1 MAX.2.50%
TRAVEL
14'
SWTRAVEL
14' 5'
50' R.O.W.
28' PAVEMENT
LC
R/W
N.T.S.
PUE
6'
PLANT.
5.5'
2.50%
R/W
PUE
6'
PLANT.
5.5'
SW
5'
5' WIDE CONCRETE SIDEWALK
PER DETAIL 120, SHEET DTL1.CONCRETE CURB AND GUTTER
PER DETAIL 126, SHEET DTL1.
PAVEMENT
SECTION
5:1 MA
X
.5:1 MAX.
0.5'0.5'0.5'0.5'
SDCB 9D.1
12+58.67, 12.50' L
(THAMES LN)
RIM = 495.54
10" IE OUT = 490.70
19.61 LF (PVC ASTM D3034)
@S=0.0166
Construction Documents
N:
\
p
r
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D
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a
w
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5
A
s
b
u
i
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t
s
\
S
h
e
e
t
s
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1
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(
1
6
)
S
T
-
T
H
A
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E
S
.
d
w
g
-
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E
E
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:
16
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2
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2
1
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1
6
-
2:
0
2
P
M
Bo
b
6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
SW HAWK RIDGE RD
EXPIRES: JUNE 30, 2016
SW
SW
H
U
D
S
O
N
A
V
E
SW
P
E
A
C
E
A
V
E
SW DANUBE DR
SW S
E
I
N
E
D
R
SW THAMES LN
SW
1
5
0
T
H
A
V
E
MIS
S
O
U
R
I
AV
E
3/21/2016
HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10'
SCALE: 1" = 20'
INSTALL STORM MANHOLE PER CWS DWG NO.
010.
INSTALL 6" PVC STORM SEWER LATERAL @
S=0.0200 MIN. PER CWS DWG NO. 520. SEE
TABLE, THIS SHEET, FOR LATERAL INFORMATION.
INSTALL 4" PVC SIDE STORM PIPELINE LATERAL @
S=0.010 MIN. TO WEEP HOLE IN CURB. PER CITY
OF TIGARD DETAIL 125, SEE SHEET D1. SEE
TABLE, THIS SHEET, FOR LATERAL INFORMATION.
INSTALL INLET CATCH BASIN (CG-30) PER CWS
DWG NO. 330. SEE TABLE, THIS SHEET, FOR
CATCH BASIN INFORMATION.
INSTALL INLET CATCH BASIN (G-2) PER DETAIL
RD364, SEE SHEET DTL7. SEE TABLE, THIS SHEET,
FOR CATCH BASIN INFORMATION.
1
2
2B
1.CONSTRUCT SW THAMES LANE PER TYPICAL
STREET SECTION A AND CONSTRUCT SW
THAMES COURT PER TYPICAL STREET
SECTION E, THIS SHEET.
2.REFER TO CR SHEETS FOR CURB RETURN
INFORMATION.
3.ITALIC STATION LABELS INDICATE PIPE
STATIONING.
INSTALL MONUMENT BOX TYPE PER DETAIL 170,
SHEET DTL2.
CONSTRUCT RESIDENTIAL DRIVEWAY WITH
3-FOOT WINGS PER DETAIL 141. SEE TABLE,
THIS SHEET, FOR LOCATION AND WIDTH.
CONSTRUCT 10' WIDE THICKENED AND
REINFORCED CONCRETE APRON FLUSH WITH
ASPHALT. CONCRETE COMPRESSIVE STRENGTH
SHALL BE A MINIMUM OF 3000 PSI AFTER 28
DAYS. DEFORMED #3 REBAR AT 12" EACH WAY.
PLACE 3" CLEAR OF AGGREGATE. TIE ALL BARS.
STORM LATERAL TABLE
LOT#STATION LENGTH SLOPE I.E.MAT.
37 SDCB #9D.1 18.50 0.0220 491.31 D3034
38 SDMH #8D 34.00 0.0278 490.50 D3034
39 5+10.05 SDLN-8 34.00 0.0637 490.66 D3034
40 4+02.55 SDLN-8 34.00 0.0742 487.78 D3034
70 4+61.96 SDLN-8 28.00 0.0616 489.74 D3034
71 5+18.96 SDLN-8 28.00 0.0702 490.55 D3034
72 5+96.96 SDLN-8 28.00 0.0564 490.94 D3034
PRIVATE DRIVEWAY STATIONS
LOT#DELTA STATION WIDTH
32 13+06.45, 14.00' RT 16.00
33 13+36.87, 14.00' RT 16.00
34 13+96.87, 14.00' RT 16.00
35 14+00.90, 14.00' LT 24.00
36 13+13.45, 14.00' LT 24.00
37 12+71.66, 14.00' LT 24.00
38 11+80.25, 14.00' LT 24.00
39 10+80.04, 14.00' LT 24.00
40 9+80.04, 14.00' LT 24.00
70 10+01.94, 14.00' RT 16.00
71 10+62.56, 14.00' RT 16.00
72 10+92.36, 14.00' RT 16.00
73 11+52.15, 14.00' RT 16.00
2
4
3D
3E
3F
SIDEWALK BUILT BY DEVELOPMENT
SIDEWALK BUILT BY HOME BUILDER
* NOTE: PRIVATE DRIVEWAYS TO BE
BUILT UNDER SEPARATE PERMIT
3
STORM LATERAL CURB WEEP HOLE TABLE
LOT#STATION LENGTH SLOPE GUTTER MAT.
32 13+17.73, 14.00'R 17.00 0.0100 496.64 D3034
33 13+25.23, 14.00'R 17.00 0.0100 496.75 D3034
34 13+86.73, 14.00'R 17.00 0.0100 497.59 D3034
35 13+85.31, 14.00'L 17.00 0.0100 497.57 D3034
36 13+30.73, 14.00'L 17.00 0.0100 496.82 D3034
5
10
6" IN = 490.90
490.836.2
490.25+11.00 35.4
4+03.00 34.9
489.24+62.50 29.7
5+20.00 29.2
29.0
488.37
488.22
495.70
490.35
12+56.14, 12.77' L
495.42
0.0094
0.0306
490.5
0.0265
0.0232
*LATERALS INSTALLED AT 2.0% MIN. SLOPE
*LATERALS AND WEEP HOLES NOT CONSTRUCTED.
SHALL BE CONSTRUCTED BY HOME BUILDER.
4"
NOT YET CONSTRUCTED AT TIME OF AS-BUILT SURVEY
FINISH GRADE @
STREET CENTERLINE
EXISTING GROUND @
STREET CENTERLINE
CLASS 'B' GRANULAR BACKFILL & BEDDING415
420
430
440
450
460
470
480
490
415
420
430
440
450
460
470
480
490
5+25 6+00 7+00 7+27
2.50%
2.50%
8.11%
-1.70%
PV
I
S
T
A
=
7
+
1
5
.
6
3
EL
E
V
=
4
6
5
.
1
3
PV
I
S
T
A
=
5
+
3
2
.
8
2
EL
E
V
=
4
5
7
.
8
9
PV
I
S
T
A
=
5
+
4
7
.
8
2
EL
E
V
=
4
5
8
.
2
6
PVI STA: 5+81.87
PVI ELEV: 457.68
K: 5.00
LVC: 49.09
BV
C
S
:
5
+
5
7
.
3
3
BV
C
E
:
4
5
8
.
1
0
EV
C
S
:
6
+
0
6
.
4
2
EV
C
E
:
4
5
9
.
6
7
LOW PT. STA: 5+65.84
LOW PT ELEV: 458.03
PVI STA: 6+55.00
PVI ELEV: 463.61
K: 6.32
LVC: 35.46
BV
C
S
:
6
+
3
7
.
2
7
BV
C
E
:
4
6
2
.
1
8
EV
C
S
:
6
+
7
2
.
7
3
EV
C
E
:
4
6
4
.
0
6
SD
M
H
1
F
ST
A
=
5
+
4
1
.
4
1
,
3
.
0
0
R
'
(M
I
S
S
O
U
R
I
A
V
E
)
12
"
I
E
I
N
=
4
5
2
.
2
0
(
N
)
15
"
I
E
I
N
=
4
5
1
.
9
2
(
N
E
)
18
"
I
E
I
N
=
4
4
4
.
1
5
(
W
)
12
"
I
E
O
U
T
=
4
4
3
.
7
3
(
S
)
ST
A
=
0
+
0
0
.
0
0
(
S
D
L
N
-
1
0
)
RI
M
=
4
5
8
.
0
9
43.99 LF 12" (ASTM D3034)
@ S=0.0105
SD
M
H
1
0
A
ST
A
=
5
+
8
5
.
4
0
,
3
.
0
0
R
'
(M
I
S
S
O
U
R
I
A
V
E
)
10
"
I
E
I
N
=
4
5
2
.
8
6
(
W
)
10
"
I
E
I
N
=
4
5
2
.
8
6
(
E
)
12
"
I
E
O
U
T
=
4
5
2
.
6
6
(
S
)
ST
A
=
0
+
4
3
.
9
9
(
S
D
L
N
-
1
0
)
RI
M
=
4
5
8
.
5
3
IN
T
E
R
S
E
C
T
I
O
N
ST
A
:
7
+
4
9
.
0
8
(
S
E
I
N
E
D
R
)
=
(
M
I
S
S
O
U
R
I
A
V
E
)
8" DI WAT
E
R
10" SD
0.15' CLR
IN
T
E
R
S
E
C
T
I
O
N
ST
A
:
2
+
2
5
.
1
1
(
M
I
S
S
I
S
S
I
P
P
I
C
T
)
=
(
M
I
S
S
O
U
R
I
A
V
E
)
8" SD
1.86' CLR
10" SD
0.26' CLR
45
8
.
3
0
45
2
.
3
0
45
2
.
2
0
44
3
.
9
5
0.0189 45
3
.
4
3
45
3
.
3
3
45
3
.
1
3
12
"
12
"
7+
0
0
SS
SS
S
S
S
S
S
S
S
S
S
S
S
S
S
S
80 7981 7882
1+002+003+00
SW
M
I
S
S
O
U
R
I
P
L
A
C
E
6.00'
PUE
SW MISSISSIPPI COURT
2B
(TYP)
4
2B
(TYP)
S
S
425
430
440
450
460
470
480
490
425
430
440
450
460
470
480
490
1+002+003+003+25
-1.00%1.00%
PV
I
S
T
A
=
1
+
0
7
.
0
0
EL
E
V
=
4
6
6
.
2
8
PVI STA: 2+25.11
PVI ELEV: 465.10
K: 5.00
LVC: 10.00
BV
C
S
:
2
+
2
0
.
1
1
BV
C
E
:
4
6
5
.
1
5
EV
C
S
:
2
+
3
0
.
1
1
EV
C
E
:
4
6
5
.
1
5
LOW PT. STA: 2+25.11
LOW PT ELEV: 465.13
CLASS 'B' GRANULAR BACKFILL & BEDDING
FINISH GRADE @
STREET CENTERLINEEXISTING GROUND @
STREET CENTERLINE
BE
G
I
N
C
O
N
S
T
R
U
C
T
I
O
N
EN
D
C
O
N
S
T
R
U
C
T
I
O
N
ST
A
=
3
+
1
5
.
9
9
(
M
I
S
S
I
S
S
I
P
P
I
)
EL
E
V
=
4
6
6
.
0
1
8" DI WATER
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
7
+
1
5
.
6
3
(
M
I
S
S
O
U
R
I
)
ST
A
=
2
+
2
5
.
1
1
(
M
I
S
S
I
S
S
I
P
P
I
)
EL
E
V
=
4
6
5
.
1
3
SDCI 10A.1
5+85.40, 15.50' L
(MISSOURI AVE)
RIM/TC = 458.49
10" IE OUT = 453.01
18.50 LF (PVC ASTM D3034)
@S=0.0079
SDCI 10A.2
5+86.49, 21.98' R
(MISSOURI AVE)
RIM/TC = 458.67
10" IE OUT = 453.09
19.01 LF (PVC ASTM D3034)
@S=0.0117
N.T.S.
2.50%
TRAVEL
14'
TRAVEL
14'
36.5' TRACT
28' PAVEMENT
LC
R/W
2.50%
R/W
PUE
6'
SW
5.5'
5' WIDE CONCRETE SIDEWALK
PER DETAIL 120, SHEET DTL1.
CONCRETE CURB AND GUTTER
PER DETAIL 126, SHEET DTL1.
PAVEMENT
SECTION
5:1 MAX.
N.T.S.
2.50%
TRAVEL
15'
TRAVEL
13'
36.5' TRACT
28' PAVEMENT
LC
R/WR/W
SW
5'
5' WIDE CONCRETE SIDEWALK
PER DETAIL 120, SHEET DTL1.CONCRETE CURB AND GUTTER
PER DETAIL 126, SHEET DTL1.
PAVEMENT
SECTION
5:1 MAX.
1.5'
PUE
6'
5:1 MAX
.
1.5' 2'
SHED CURB & GUTTER
PER DETAIL THIS SHEET
1'
Construction Documents
N:
\
p
r
o
j
\
3
9
5
-
0
3
1
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
3
9
5
0
3
1
.
(
1
7
)
S
T
-
M
I
S
S
O
U
R
I
P
L
.
d
w
g
-
S
H
E
E
T
:
17
Ma
r
.
2
1
,
1
6
-
2:
0
5
P
M
Bo
b
6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
SW HAWK RIDGE RD
EXPIRES: JUNE 30, 2016
SW
SW
H
U
D
S
O
N
A
V
E
SW
P
E
A
C
E
A
V
E
SW DANUBE DR
SW S
E
I
N
E
D
R
SW THAMES LN
SW
1
5
0
T
H
A
V
E
MIS
S
O
U
R
I
AV
E
3/21/2016
HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10'
SCALE: 1" = 20'
INSTALL STORM MANHOLE PER CWS DWG NO.
010.
INSTALL 4" PVC SIDE STORM PIPELINE LATERAL @
S=0.0200 MIN. TO WEEP HOLE IN CURB. PER CITY
OF TIGARD DETAIL 125, SEE SHEET D1. SEE
TABLE, THIS SHEET, FOR LATERAL INFORMATION.
INSTALL INLET CATCH BASIN (CG-30) PER CWS
DWG NO. 330. SEE TABLE, THIS SHEET, FOR
CATCH BASIN INFORMATION.
1
2B
3
1.CONSTRUCT SW MISSOURI PLACE AND
MISSISSIPPI COURT PER TYPICAL STREET
SECTION D1 AND D2, THIS SHEET.
2.REFER TO CR SHEETS FOR CURB RETURN
INFORMATION.
3.ITALIC STATION LABELS INDICATE PIPE
STATIONING.
INSTALL MONUMENT BOX TYPE PER DETAIL 170,
SHEET DTL2.
CONSTRUCT RESIDENTIAL DRIVEWAY WITH
3-FOOT WINGS PER DETAIL 141. SEE TABLE,
THIS SHEET, FOR LOCATION AND WIDTH.
CONSTRUCT 10' WIDE THICKENED AND
REINFORCED CONCRETE APRON FLUSH WITH
ASPHALT. CONCRETE COMPRESSIVE STRENGTH
SHALL BE A MINIMUM OF 3000 PSI AFTER 28
DAYS. DEFORMED #3 REBAR AT 12" EACH WAY.
PLACE 3" CLEAR OF AGGREGATE. TIE ALL BARS.
2
4
STORM LATERAL CURB WEEP HOLE TABLE
LOT#STATION LENGTH SLOPE GUTTER MAT.
78 1+07.63, 15.00'R 13.00 0.0100 466.71 D3034
79 1+94.88, 15.00'R 13.00 0.0100 465.84 D3034
80 2+35.11, 15.00'R 13.00 0.0100 465.64 D3034
81 3+02.88, 15.00'R 13.00 0.0100 464.32 D3034
82 3+17.49, 9.50'R 10.35 0.0100 466.43 D3034
PRIVATE DRIVEWAY STATIONS
LOT#DELTA STATION WIDTH
78 1+22.67, 11.00' RT 16.00
79 1+53.09, 11.00' RT 16.00
80 2+47.67, 11.00' RT 16.00
81 2+78.09, 11.00' RT 16.00
82 3+17.49, 0.00' RT 16.00
HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10'
SCALE: 1" = 20'
3B
3A
SIDEWALK BUILT BY DEVELOPMENT
SIDEWALK BUILT BY HOME BUILDER
* NOTE: PRIVATE DRIVEWAYS TO BE
BUILT UNDER SEPARATE PERMIT
FACE OF CURB
STREET WIDTH
3) AT EACH SIDE OF INLET STRUCTURES.
REPOURED TO FULL DEPTH OF CURB.
OR CURB SAW CUT VERTICALLY 18" EACH SIDE OF DRAIN AND
B. DRAINAGE ACCESS THRU EXISTING CURB SHALL BE CORE DRILLED
A. 3" I.D. PLASTIC PIPE WITH COUPLING.
5. DRAINAGE BLOCKOUT
DEPTH, WHICHEVER IS GREATER.
T-99 AND SHALL BE TO SUBGRADE, STREET STRUCTURE, OR 4" IN
4. BASE ROCK TO BE 2"-0" OR 3/4"-0" COMPACTED TO 95% OF AASHTO
B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INCHES.
A. SPACING TO BE NOT MORE THAN 15 FEET.
3. CONSTRUCTION JOINTS.
5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET.
4) AT EACH POINT OF TANGENCY OF THE CURB.
2) AT EACH END OF DRIVEWAYS.
1) AT EACH COLD JOINT.
A. TO BE PROVIDED:
2. EXPANSION JOINTS.
STRENGTH OF 3300 psi AT 28 DAYS.
1. CONCRETE SHALL BE COMMERCIAL MIX, MIN. COMPRESSIVE
12"
6"
1"
12" MAX
6"
1" BATTER
BASE COURSE
ROAD SURFACE
18"
1.2"
6"
24"
SEE NOTE 5.
1"
N.T.S.
5
453.88
458.80
453.75
5+87.84, 17.63' R
0.0243
0.0221
*LATERALS AND WEEP HOLES NOT CONSTRUCTED.
SHALL BE CONSTRUCTED BY HOME BUILDER.
NOT YET CONSTRUCTED AT TIME OF AS-BUILT SURVEY
FINISH GRADE @
PIPE CENTERLINE
EXISTING GROUND @
PIPE CENTERLINE
CLASS 'B' GRANULAR BACKFILL & BEDDING385
390
400
410
420
430
385
390
400
410
420
430
-0+100+00 0+75
SD
M
H
1
A
ST
A
=
0
+
0
0
.
0
0
,
0
.
0
0
'
(S
D
L
N
-
P
O
N
D
)
18
"
I
E
I
N
=
4
1
9
.
9
0
(
S
)
10
"
I
E
O
U
T
=
4
1
8
.
4
0
(
E
)
18
"
I
E
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=
4
1
9
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9
0
(
E
)
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A
=
1
+
4
4
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1
0
(
M
I
S
S
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R
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A
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)
RI
M
=
4
2
4
.
1
8
33.17 L
F
1
8
"
(
D
.
I
.
P
.
)
@ S=0.
1
1
7
6
SD
M
H
H
E
A
D
W
A
L
L
-
1
ST
A
=
0
+
3
3
.
1
7
,
0
.
0
0
'
(S
D
L
N
-
P
O
N
D
)
18
"
I
E
I
N
=
4
1
6
.
0
0
(
W
)
ST
A
=
1
+
5
7
.
2
4
(
M
I
S
S
O
U
R
I
A
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)
RI
M
=
4
1
8
.
0
3
SU
M
P
=
4
1
3
.
9
0
-
7
2
"
W
A
T
E
R
Q
U
A
L
I
T
Y
41
4
.
0
5
41
6
.
1
1
0.114
3
8+009+0010+00
11+001+
0
0
2+
0
0
SD
L
N
-
1
TRACT L
S
D
S
D
SD
S
D
SD SD SD SD SD SD SD SD SD
8
7
1C
SD
SD
S
D
89
S
D
SD
SD
SD
SD SD
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
4" DIAMETER
5' HIGH POST
4" DIAMETER
5' HIGH POST 7A
72" FLOW CONTROL MANHOLE
SW HAWK RIDGE ROAD
SW
MI
S
S
O
U
R
I
A
V
E
N
U
E
SDLN-P
O
N
D
SDLN-2
SDLN-OUTFALL
SD
L
N
-
O
U
T
F
A
L
L
10"SD
18"SD
380
390
400
410
420
430
380
390
400
410
420
430
-0+15 0+00 1+00 2+00 2+90
SD
D
I
1
2
B
ST
A
=
0
+
1
2
.
3
4
,
0
.
0
0
'
(S
D
L
N
-
O
U
T
F
A
L
L
)
18
"
I
E
I
N
=
4
1
5
.
9
5
(
E
)
18
"
I
E
O
U
T
=
4
1
5
.
8
5
(
S
)
ST
A
=
1
0
+
3
8
.
6
7
(
H
A
W
K
R
I
D
G
E
R
D
)
RI
M
=
4
2
0
.
4
6
SD
M
H
1
2
C
ST
A
=
0
+
5
7
.
4
4
,
0
.
0
0
'
(S
D
L
N
-
O
U
T
F
A
L
L
)
18
"
I
E
I
N
=
4
1
5
.
6
8
(
N
)
18
"
I
E
O
U
T
=
4
1
5
.
5
8
(
E
)
ST
A
=
1
0
+
4
2
.
1
6
(
H
A
W
K
R
I
D
G
E
R
D
)
RI
M
=
4
2
6
.
0
0
217.21 LF 18" (ASTM D3034)
@ S=0.0030
SD
M
H
H
E
A
D
W
A
L
L
-
2
ST
A
=
2
+
7
4
.
6
4
,
0
.
0
0
'
(S
D
L
N
-
O
U
T
F
A
L
L
)
18
"
I
E
I
N
=
4
1
4
.
9
3
(
W
)
ST
A
=
8
+
2
5
.
2
5
(
H
A
W
K
R
I
D
G
E
R
D
)
RI
M
=
4
1
7
.
4
9
FINISH GRADE @
PIPE CENTERLINE
EXISTING GROUND @
PIPE CENTERLINE
CLASS 'B' GRANULAR BACKFILL & BEDDING
45.10 LF 18" (PVC C900)
@ S=0.0038
FL
O
W
C
O
N
T
R
O
L
S
T
R
U
C
T
U
R
E
SD
D
I
1
2
A
ST
A
=
1
0
+
2
6
.
3
3
,
6
3
.
4
6
R
'
(H
A
W
K
R
I
D
G
E
R
D
)
18
"
I
E
O
U
T
=
4
1
6
.
0
0
(
W
)
ST
A
=
0
+
0
0
.
0
0
(
S
D
L
N
-
O
U
T
F
A
L
L
)
RI
M
=
4
1
6
.
0
0
12.34 LF 18" (D.I.)
@ S=0.0039
41
5
.
7
6
0.0042 0.0054
RI
M
2
=
4
2
6
.
3
8
41
5
.
7
0
41
4
.
5
2
41
6
.
1
2
41
8
.
1
2
0.0138
Construction Documents
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P
M
Bo
b
6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
SW HAWK RIDGE RD
EXPIRES: JUNE 30, 2016
SW
SW
H
U
D
S
O
N
A
V
E
SW
P
E
A
C
E
A
V
E
SW DANUBE DR
SW S
E
I
N
E
D
R
SW THAMES LN
SW
1
5
0
T
H
A
V
E
MIS
S
O
U
R
I
AV
E
3/21/2016
HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10'
SCALE: 1" = 20'
1.ITALIC STATION LABELS INDICATE PIPE
STATIONING.
HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10'
INSTALL STORM MANHOLE PER CWS DWG NO.
010.
INSTALL FLOW CONTROL MANHOLE PER CWS DWG
NO. 270, SHEET DTL4.
INSTALL DITCH INLET PER CWS DWG NO. 390,
SHEET DTL 4.
,167$//&$67,13/$&(',7&+,1/(7:,7+$
GRATE INCLINATION PER CWS DWG NO. 390,
SHEET DTL 4.
STORM OUTFALL AND RIP-RAP HEADWALL. REFER
TO CONTECH SADDLE STUB DETAIL, SHEET 7.3
AND HEADWALL PER DETAIL, SHEET DTL5.
PROVIDE CLASS 50 RIP-RAP OUTFALL PROTECTION
(8.00' WIDE x 8.00' LONG x 1.5' THICK).
CONSTRUCT 16' WIDE GRAVEL ACCESS
3" 3/4"-0 LEVELING COURSE; OVER 6" 1-1/2"-0
AGG. BASE; OVER SUBGRADE COMPACTED TO 95%
AASHTO T-99.
CROSS-SLOPE 3% MAX.
1
7
8
9
1C
7A
405
410
420
430
440
450
405
410
420
430
440
450
10+2511+0012+0013+0014+0014+25
FINISH GRADE @
STREET CENTERLINE EXISTING GROUND @
STREET CENTERLINE
3.00' MIN COVER
16" DIP
8" DI WATER
16" DI WATER
10" CATCHBASIN LEAD IE = 420.45
TOP = 421.28
VERTICALLY DEFLECT WATER
MAINS TO AVOID CONFLICT
MAINTAIN 6" MIN CLEARANCE
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
SW HAWK RIDGE ROAD
11+0012+0013+0014+00 1+
0
0
S
D
SD
7
S
D
SD
SD
S
D
S
D
10 4
7
SD
SD
SD SD S
D
13 3
3.00'
1.00'
3.00'
16"
8"
Construction Documents
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P
M
ky
l
e
6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
SW HAWK RIDGE RD
EXPIRES: JUNE 30, 2016
SW
SW
H
U
D
S
O
N
A
V
E
SW
P
E
A
C
E
A
V
E
SW DANUBE DR
SW S
E
I
N
E
D
R
SW THAMES LN
SW
1
5
0
T
H
A
V
E
MIS
S
O
U
R
I
AV
E
3/21/2016
HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10'
SCALE: 1" = 20'
INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL
542, SEE SHEET DTL6
STA: 13+98.24, 14.50' LT. (HAWK RIDGE)
INSTALL 8" MJ GATE VALVE
STA: 10+50.73, 6.00' LT. (HAWK RIDGE)
,167$//0-%(1'
STA: 11+03.20, 6.00' LT. (HAWK RIDGE)
STA: 11+06.73, 2.47' LT. (HAWK RIDGE)
INSTALL TEMPORARY BLOW OFF VALVE WITH
16 X TAPPED 2" MJ CAP PER DETAIL 570, SEE
SHEET DTL7
STA: 14+03.24, 9.00' LT. (HAWK RIDGE)
INSTALL 16" MJ BUTTERFLY VALVE
STA: 14+00.74, 9.00' LT. (HAWK RIDGE)
7
4
10
13
3
HYDRANT ASSEMBLY NOT YET CONSTRUCTED AT TIME OF AS-BUILT SURVEY
390
400
410
420
430
440
450
460
390
400
410
420
430
440
450
460
5+256+007+008+009+0010+0010+25
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
1
0
+
1
6
.
5
0
(
H
A
W
K
R
I
D
G
E
)
ST
A
=
0
+
0
0
.
0
0
(
M
I
S
S
O
U
R
I
)
EL
E
V
=
4
2
6
.
1
1
FINISH GRADE @
STREET CENTERLINE
EXISTING GROUND @
STREET CENTERLINE
-7.83%
-0.60%
8" DI WATER
3.00' MIN COVER
16" DI WATER
ESTIMATED
BEDROCK
16" DIP
10" CATCHBASIN LEAD IE = 430.01
TOP = 430.88
VERTICALLY DEFLECT WATER
MAINS TO AVOID CONFLICT
MAINTAIN 6" MIN CLEARANCE
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
SW
H
U
D
S
O
N
AV
E
N
U
E
6+007+008+009+0010+00
SD SD SD SD SD SD SD SD
SDLN-2
6.00'
PUE
23
TRACT L 4
SW HAWK RIDGE ROAD
SD SD SD SD SD SD SD SD SD
13
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
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P
M
ky
l
e
6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
SW HAWK RIDGE RD
EXPIRES: JUNE 30, 2016
SW
SW
H
U
D
S
O
N
A
V
E
SW
P
E
A
C
E
A
V
E
SW DANUBE DR
SW S
E
I
N
E
D
R
SW THAMES LN
SW
1
5
0
T
H
A
V
E
MIS
S
O
U
R
I
AV
E
3/21/2016
HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10'
SCALE: 1" = 20'
1 INSTALL SANITARY MANHOLE PER DWG NO.
010, SEE SHEET DTL3.INSTALL 8" MJ GATE VALVE
STA: 5+51.11, 6.00' LT. (HAWK RIDGE)
INSTALL 16" MJ BUTTERFLY VALVE
STA: 5+54.07, 9.00' LT. (HAWK RIDGE)13
4
405
410
420
430
440
450
460
470
480
405
410
420
430
440
450
460
470
480
0+701+002+003+004+005+005+25
FINISH GRADE @
STREET CENTERLINE
EXISTING GROUND @
STREET CENTERLINE
PVI STA:1+29.75
PVI ELEV:461.76
K:5.00
LVC:7.77
BV
C
S
:
1
+
2
5
.
8
6
BV
C
E
:
4
6
1
.
8
5
EV
C
S
:
1
+
3
3
.
6
4
EV
C
E
:
4
6
1
.
7
2
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
5
+
1
2
.
2
3
(
H
A
W
K
R
I
D
G
E
)
ST
A
=
1
0
+
0
0
.
0
0
(
H
U
D
S
O
N
)
EL
E
V
=
4
2
6
.
1
1
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
2
+
6
2
.
2
3
(
H
A
W
K
R
I
D
G
E
)
ST
A
=
1
0
+
0
6
.
4
8
(
P
E
A
C
E
)
EL
E
V
=
4
5
9
.
9
0
SS
M
H
A
6
ST
A
=
5
+
0
5
.
2
1
,
7
.
0
0
'
R
(H
A
W
K
R
I
D
G
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R
D
)
8"
I
E
I
N
=
4
4
1
.
5
4
(
N
)
8"
I
E
O
U
T
=
4
4
1
.
3
5
(
E
)
ST
A
=
1
0
+
0
0
.
5
9
(
S
S
L
N
-
A
)
RI
M
=
4
5
0
.
8
5
238.00 LF 8" (ASTM D-3034)
@ S=0.0040
SS
M
H
A
5
ST
A
=
2
+
6
7
.
2
1
,
7
.
0
0
'
R
(H
A
W
K
R
I
D
G
E
R
D
)
8"
I
E
I
N
=
4
4
0
.
3
9
(
W
)
8"
I
E
I
N
=
4
5
0
.
6
9
(
N
)
8"
I
E
O
U
T
=
4
4
0
.
1
9
(
E
)
ST
A
=
7
+
6
2
.
5
9
(
S
S
L
N
-
A
)
RI
M
=
4
5
9
.
7
1
165.97 LF 8" (ASTM D-3034)
@ S=0.0033
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A
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6
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L
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A
W
K
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D
G
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D
)
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=
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9
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1
5
(
N
)
8"
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T
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8
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9
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A
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4
5
(
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S
L
N
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A
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M
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0
.
0
7
8" DI WATER
3.00' MIN COVER
IN
T
E
R
S
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C
T
I
O
N
ST
A
=
1
+
0
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A
W
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(
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E
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4
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5
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10" SD
2.12' CLR
10" SD
4.02' CLR
ESTIMATED
BEDROCK
16" DI WATER
3.00' MIN COVER
16" DIP
10" CATCHBASIN LEAD IE = 455.74
TOP = 456.63
VERTICALLY DEFLECT WATER
MAINS TO AVOID CONFLICT
MAINTAIN 6" MIN CLEARANCE10" CATCHBASIN LEAD IE = 447.62
TOP = 448.51
VERTICALLY DEFLECT WATER
MAINS TO AVOID CONFLICT
MAINTAIN 6" MIN CLEARANCE
45
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R494.00'
R491.00'11
14
Construction Documents
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POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
SW HAWK RIDGE RD
EXPIRES: JUNE 30, 2016
SW
SW
H
U
D
S
O
N
A
V
E
SW
P
E
A
C
E
A
V
E
SW DANUBE DR
SW S
E
I
N
E
D
R
SW THAMES LN
SW
1
5
0
T
H
A
V
E
MIS
S
O
U
R
I
AV
E
3/21/2016
HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10'
SCALE: 1" = 20'
1 INSTALL SANITARY MANHOLE PER DWG NO.
010, SEE SHEET DTL3.
INSTALL 8" MJ GATE VALVE
STA: 4+73.11, 6.00' LT. (HAWK RIDGE)
STA: 2+23.09, 6.00' LT. (HAWK RIDGE)
INSTALL 8" MJ TEE
STA: 5+20.25, 6.00' LT. (HAWK RIDGE)
STA: 2+53.25, 6.00' LT. (HAWK RIDGE)
INSTALL 12" X 8" MJ TEE
STA: 0+90.24, 6.00' LT. (HAWK RIDGE)
REFER TO SHEET RD-2 FOR WATERLINE
DESIGN ALONG SW 150TH AVE
,167$//0-%(1':,7+-2,17
RESTRAINTS
STA: 0+92.00, 9.00' LT. (HAWK RIDGE)
STA: 0+86.62, 13.99' LT. (COLARADO)
REFER TO SHEET RD-2 FOR WATERLINE
DESIGN ALONG SW 150TH AVE
5
4
11
14
FINISH GRADE @
STREET CENTERLINE
EXISTING GROUND @
STREET CENTERLINE
415
420
430
440
450
460
470
480
490
500
415
420
430
440
450
460
470
480
490
500
9+75 10+00 11+00 12+00 13+00 14+00
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
2
+
6
2
.
0
0
(
D
A
N
U
B
E
)
ST
A
=
1
3
+
7
5
.
0
0
(
P
E
A
C
E
)
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
2
+
6
2
.
2
3
(
C
O
L
O
R
A
D
O
)
ST
A
=
1
0
+
0
6
.
4
8
(
P
E
A
C
E
)
EL
E
V
=
4
5
9
.
9
0
8" DIA WATER
SS
M
H
A
5
ST
A
=
1
0
+
1
3
.
4
6
,
5
.
0
0
'
L
(P
E
A
C
E
A
V
E
)
8"
I
E
I
N
=
4
4
0
.
3
9
(
W
)
8"
I
E
I
N
=
4
5
0
.
6
9
(
N
)
8"
I
E
O
U
T
=
4
4
0
.
1
9
(
E
)
ST
A
=
0
+
0
0
.
0
0
(
S
S
L
N
-
B
)
RI
M
=
4
5
9
.
7
1
243.24 LF 8" (AST
M
D
-
3
0
3
4
)
@ S=0.0537
SS
M
H
B
1
ST
A
=
1
3
+
8
1
.
8
6
,
5
.
0
0
'
L
(P
E
A
C
E
A
V
E
)
8"
I
E
I
N
=
4
6
9
.
6
7
(
E
)
4"
I
E
I
N
=
4
6
9
.
8
3
(
N
)
8"
I
E
O
U
T
=
4
6
9
.
4
7
(
S
)
ST
A
=
3
+
6
8
.
4
0
(
S
S
L
N
-
B
)
RI
M
=
4
7
5
.
6
0
3' MIN
COVER
CLASS 'B' GRANULAR BACKFILL & BEDDING
ESTIMATED BEDROCK SS
M
H
B
2
ST
A
=
1
2
+
5
6
.
7
0
,
5
.
0
0
'
L
(P
E
A
C
E
A
V
E
)
8"
I
E
I
N
=
4
6
3
.
9
5
(
N
)
8"
I
E
O
U
T
=
4
6
3
.
7
5
(
S
)
ST
A
=
2
+
4
3
.
2
4
(
S
S
L
N
-
B
)
RI
M
=
4
7
1
.
2
1
125.16 LF 8" (ASTM D
-
3
0
3
4
)
@ S=0.0441
0.90'
SD CLR
1.14'
SD CLR
44
0
.
2
0
45
0
.
3
5
44
0
.
0
5
46
3
.
5
7
46
3
.
3
2
47
5
.
4
7
46
9
.
0
7
46
9
.
2
2
46
8
.
9
7
0.0533
0.0431
Construction Documents
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3
6
P
M
ky
l
e
6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
SW HAWK RIDGE RD
EXPIRES: JUNE 30, 2016
SW
SW
H
U
D
S
O
N
A
V
E
SW
P
E
A
C
E
A
V
E
SW DANUBE DR
SW S
E
I
N
E
D
R
SW THAMES LN
SW
1
5
0
T
H
A
V
E
MIS
S
O
U
R
I
AV
E
3/21/2016
HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10'
SCALE: 1" = 20'
1 INSTALL SANITARY MANHOLE PER DWG NO.
010, SEE SHEET DTL3.
INSTALL STORM MANHOLE PER CWS DWG
NO. 010. INSIDE DROP PER CWS DWG NO.
080, SEE SHEET DTL4.
INSTALL 4" PVC D-3034 SANITARY SEWER
LATERAL @ S=0.0200 MIN. PER CWS DWG
NO. 520, SEE SHEET DTL5, AND LATERAL
TABLE, THIS SHEET.
1A
1.ALL RESEDENTIAL LOTS SHALL HAVE A
PRESSURE REDUCER VALVE (PRV)
INSTALLED WITH HOME
CONSTRUCTION.
SANITARY LATERAL TABLE
LOT#STATION LENGTH SLOPE I.E.
1 0+37.21 SSLN-B 36.00 0.0552 454.84
2 1+10.71 SSLN-B 36.00 0.0519 458.67
3 1+55.21 SSLN-B 36.00 0.0536 461.12
4 2+25.21 SSLN-B 36.00 0.0564 464.98
5 3+08.15 SSLN-B 36.00 0.0614 469.19
10 3+09.15 SSLN-B 26.00 0.0849 .08486
11 2+26.38 SSLN-B 26.00 0.0780 465.04
12 1+62.38 SSLN-B 26.00 0.0748 461.52
13 1+13.71 SSLN-B 26.00 0.0722 458.84
14 0+40.38 SSLN-B 26.00 0.0752 454.98
INSTALL 1" WATER SERVICE WITH 3/4" WATER
METER PER DETAIL 520, SEE SHEET DTL6.
INSTALL 2-1" WATER SERVICES WITH 3/4"
WATER METERS PER DETAIL 520, SEE SHEET
DTL6.
INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL
542, SEE SHEET DTL6
STA: 13+27.16, 17.00' LT. (PEACE)
INSTALL 8" MJ GATE VALVE
STA: 10+45.36, 9.00' LT. (PEACE)
STA: 13+35.86, 9.00' LT. (PEACE)
INSTALL 8" MJ TEE
STA: 10+00.51, 9.00' RT. (PEACE)
STA: 13+66.86, 9.00' RT. (PEACE)
2
3
4
5
1
2
37.8 459.9
1+57.5 35.9 456.8
36.9 464.3
36.9 468.6
26.3 468.8
27.0 464.1
*LATERALS INSTALLED AT 2.0% MIN. SLOPE
FINISH GRADE @
STREET CENTERLINE
EXISTING GROUND @
STREET CENTERLINE
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
5
+
1
2
.
3
9
(
D
A
N
U
B
E
)
(H
U
D
S
O
N
)
CLASS 'B' GRANULAR BACKFILL & BEDDING
410
420
430
440
450
460
470
480
490
410
420
430
440
450
460
470
480
490
9+75 10+00 11+00 12+00 13+00 14+00 14+25
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
1
0
+
0
0
.
0
0
(
H
U
D
S
O
N
)
ST
A
=
5
+
1
2
.
2
3
(
C
O
L
O
R
A
D
O
)
EL
E
V
=
4
5
0
.
7
1
2.50%
2.50%2.00%
3.95%
-1.50%-0.50%
PV
I
S
T
A
=
1
0
+
0
0
.
0
0
EL
E
V
=
4
5
0
.
7
1
PV
I
S
T
A
=
1
0
+
1
4
.
0
0
EL
E
V
=
4
5
0
.
5
0
PV
I
S
T
A
=
1
3
+
6
0
.
0
0
EL
E
V
=
4
6
2
.
0
5
PV
I
S
T
A
=
1
3
+
7
4
.
0
0
EL
E
V
=
4
6
2
.
4
0
8" DI WATER
SS
M
H
D
1
ST
A
=
1
4
+
1
9
.
7
6
,
7
.
0
0
'
R
(H
U
D
S
O
N
A
V
E
)
8"
I
E
I
N
=
4
4
3
.
4
0
(
N
W
)
8"
I
E
O
U
T
=
4
4
3
.
2
0
(
S
)
ST
A
=
4
+
1
2
.
7
4
(
S
S
L
N
-
D
)
RI
M
=
4
5
4
.
2
0
SS
M
H
A
6
ST
A
=
1
0
+
0
7
.
0
2
,
7
.
0
0
'
R
(H
U
D
S
O
N
A
V
E
)
8"
I
E
I
N
=
4
4
1
.
5
4
(
N
)
8"
I
E
O
U
T
=
4
4
1
.
3
5
(
E
)
ST
A
=
0
+
0
0
.
0
0
(
S
S
L
N
-
D
)
RI
M
=
4
5
0
.
8
5
412.74 LF 8" (ASTM D-3034)
@ S=0.0040
3' MIN
COVER
10" SD
1.46' CLR
45
0
.
6
6
44
1
.
1
6
44
1
.
0
1
0.0049
Construction Documents
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d
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Ma
r
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2
1
,
1
6
-
1:
3
8
P
M
ky
l
e
6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
SW HAWK RIDGE RD
EXPIRES: JUNE 30, 2016
SW
SW
H
U
D
S
O
N
A
V
E
SW
P
E
A
C
E
A
V
E
SW DANUBE DR
SW S
E
I
N
E
D
R
SW THAMES LN
SW
1
5
0
T
H
A
V
E
MIS
S
O
U
R
I
AV
E
3/21/2016
HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10'
SCALE: 1" = 20'
SANITARY LATERAL TABLE
LOT#STATION LENGTH SLOPE I.E.
9 3+99.15 SSLN-B 18.00 0.4771 451.90
15 0+55.30 SSLN-B 24.00 0.1517 445.57
16 1+07.12 SSLN-B 24.00 0.2339 447.75
17 1+57.12 SSLN-B 24.00 0.3134 449.86
18 2+28.62 SSLN-B 24.00 0.4272 452.88
19 3+05.32 SSLN-B 24.00 0.4844 454.56
20 2+63.32 SSLN-B 38.00 0.2870 453.67
21 1+69.30 SSLN-B 38.00 0.2048 450.17
22 1+14.30 SSLN-B 38.00 0.1569 448.13
23 0+58.30 SSLN-B 38.00 0.1079 446.04
INSTALL 1" WATER SERVICE WITH 3/4" WATER
METER PER DETAIL 520, SEE SHEET DTL6.
INSTALL 2-1" WATER SERVICES WITH 3/4"
WATER METERS PER DETAIL 520, SEE SHEET
DTL6.
INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL
542, SEE SHEET DTL6.
STA: 10+51.12, 17.00' LT. (HUDSON)
INSTALL 8" MJ GATE VALVE
STA: 10+38.88, 8.00' LT. (HUDSON)
STA: 13+30.25, 8.00' LT. (HUDSON)
INSTALL 8" MJ TEE
STA: 9+92.98, 8.00' LT. (HUDSON)
STA: 13+61.16, 8.00' LT. (HUDSON)
2
3
4
5
1
1 INSTALL SANITARY MANHOLE PER DWG NO.
010, SEE SHEET DTL3.
INSTALL 4" PVC D-3034 SANITARY SEWER
LATERAL @ S=0.0200 MIN. PER CWS DWG
NO. 520, SEE SHEET DTL5, AND LATERAL
TABLE, THIS SHEET.
2
1.ALL RESEDENTIAL LOTS SHALL HAVE A
PRESSURE REDUCER VALVE (PRV)
INSTALLED WITH HOME
CONSTRUCTION.
0+54.0 25.0
25.5 447.6
450.4
449.4
25.5 454.4
449.6
447.8
446.2
*LATERALS INSTALLED AT 2.0% MIN. SLOPE
FINISH GRADE @
STREET CENTERLINE
EXISTING GROUND @
STREET CENTERLINE
CLASS 'B' GRANULAR BACKFILL & BEDDING
390
400
410
420
430
440
450
460
470
480
390
400
410
420
430
440
450
460
470
480
0+75 1+00 2+00 3+00 4+00 5+00 5+75
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
7
+
4
9
.
0
7
(
S
E
I
N
E
)
(
M
I
S
S
O
U
R
I
)
PV
I
S
T
A
=
1
+
0
0
.
0
0
EL
E
V
=
4
2
5
.
8
5
PV
I
S
T
A
=
1
+
1
4
.
0
0
EL
E
V
=
4
2
5
.
5
7
PV
I
S
T
A
=
5
+
3
2
.
8
2
EL
E
V
=
4
5
7
.
8
9
PV
I
S
T
A
=
5
+
4
7
.
8
2
EL
E
V
=
4
5
8
.
2
6
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
1
0
+
1
6
.
5
1
(
C
O
L
O
R
A
D
O
)
(
M
I
S
S
O
U
R
I
)
3' MIN
COVER
SS
M
H
H
2
ST
A
=
5
+
5
1
.
4
1
,
5
.
0
0
'
L
(M
I
S
S
O
U
R
I
A
V
E
)
8"
I
E
I
N
=
4
4
7
.
9
9
(
W
)
8"
I
E
I
N
=
4
5
0
.
1
0
(
N
)
8"
I
E
O
U
T
=
4
4
7
.
7
9
(
E
)
ST
A
=
0
+
0
0
.
0
0
(
S
S
L
N
-
I
)
RI
M
=
4
5
8
.
0
9
8" DI WAT
E
R
0.55'
CLR
10" CATCHBASIN LEAD IE = 422.98
TOP = 423.83
VERTICALLY DEFLECT WATER
MAINS TO AVOID CONFLICT
MAINTAIN 6" MIN CLEARANCE
45
8
.
4
0
44
8
.
2
5
45
0
.
2
5
44
8
.
2
0
Construction Documents
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Ma
r
.
2
1
,
1
6
-
1:
4
0
P
M
ky
l
e
6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
SW HAWK RIDGE RD
EXPIRES: JUNE 30, 2016
SW
SW
H
U
D
S
O
N
A
V
E
SW
P
E
A
C
E
A
V
E
SW DANUBE DR
SW S
E
I
N
E
D
R
SW THAMES LN
SW
1
5
0
T
H
A
V
E
MIS
S
O
U
R
I
AV
E
3/21/2016
HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10'
SCALE: 1" = 20'
INSTALL 1" WATER SERVICE WITH 1" IRRIGATION
METER PER DETAIL 520, SEE SHEET DTL6.
INSTALL 8" MJ GATE VALVE
STA: 5+17.83 9.00' RT. (MISSOURI)
INSTALL 8" MJ CROSS
STA: 5+35.41, 9.00' RT. (MISSOURI)
,167$//0-%(1'
STA: 0+94.00, 11.54' LT. (MISSOURI)
STA: 0+97.53, 8.00' LT. (MISSOURI)
,167$//0-%(1'
STA: 1+79.01, 5.80' RT. (MISSOURI)
STA: 4+10.69, 9.64' RT. (MISSOURI)
,167$//0-%(1'
STA: 2+54.66, 8.06' RT. (MISSOURI)
STA: 3+18.39, 3.58' RT. (MISSOURI)
7
4
6
1.ALL RESEDENTIAL LOTS SHALL HAVE A
PRESSURE REDUCER VALVE (PRV)
INSTALLED WITH HOME
CONSTRUCTION.
8
9
1B
420
430
440
450
460
470
480
420
430
440
450
460
470
480
5+006+007+008+008+50
FINISH GRADE @
STREET CENTERLINE
EXISTING GROUND @
STREET CENTERLINE
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
8
+
2
7
.
7
0
(
D
A
N
U
B
E
)
ST
A
=
4
+
1
2
.
3
7
(
S
E
I
N
E
)
EL
E
V
=
4
6
8
.
6
0
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
5
+
1
2
.
3
9
(
D
A
N
U
B
E
)
ST
A
=
1
3
+
7
4
.
7
5
(
P
E
A
C
E
)
EL
E
V
=
4
6
2
.
4
2
8" DI WATER
420
430
440
450
460
470
420
430
440
450
460
470
-0+250+001+002+003+003+25
FINISH GRADE @
SANITARY PIPE
EXISTING GROUND @
SANITARY PIPE
SS
M
H
D
1
ST
A
=
5
+
1
6
.
6
8
,
4
5
.
8
0
'
R
(D
A
N
U
B
E
D
R
)
8"
I
E
I
N
=
4
4
3
.
4
0
(
N
W
)
8"
I
E
O
U
T
=
4
4
3
.
2
0
(
S
)
ST
A
=
0
+
0
0
.
0
0
(
S
S
L
N
-
E
)
RI
M
=
4
5
4
.
2
0
SS
M
H
E
1
ST
A
=
8
+
3
4
.
7
0
,
2
8
.
6
7
'
L
(D
A
N
U
B
E
D
R
)
8"
I
E
I
N
=
4
4
6
.
3
5
(
S
W
)
8"
I
E
I
N
=
4
5
5
.
4
5
(
N
E
)
8"
I
E
O
U
T
=
4
4
4
.
5
8
(
S
E
)
ST
A
=
2
+
9
6
.
9
0
(
S
S
L
N
-
E
)
RI
M
=
4
6
7
.
3
9
MAINTAIN 3' MINIMUM
COVER IN WETLANDS
18" DIP BORE CASING
INSTALL AT S=0.0040
296.90 LF 8" (ASTM D-3034)
@ S=0.0040
44
4
.
8
5
44
6
.
6
0
45
5
.
9
5
0.0049
440
450
440
450
0+000+60
EXISTING GROUND @
CROSS SECTION
18" DIP
BORE
CASING
8" PVC SANITARY
SEWER PIPE
MAINTAIN 1' MINIMUM
COVER IN WETLANDS
Construction Documents
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r
.
2
1
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6
-
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4
2
P
M
ky
l
e
6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
SW HAWK RIDGE RD
EXPIRES: JUNE 30, 2016
SW
SW
H
U
D
S
O
N
A
V
E
SW
P
E
A
C
E
A
V
E
SW DANUBE DR
SW S
E
I
N
E
D
R
SW THAMES LN
SW
1
5
0
T
H
A
V
E
MIS
S
O
U
R
I
AV
E
3/21/2016
HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10'
SCALE: 1" = 20'
INSTALL 8" MJ GATE VALVE
STA: 7+88.70, 8.00' LT. (DANUBE)
STA: 5+40.10, 11.48' LT. (DANUBE)
INSTALL 8" MJ TEE
STA: 8+18.70, 8.00' LT. (DANUBE)
STA: 5+16.92, 14.69' LT. (DANUBE)
,167$//0-%(1'
STA: 6+34.71, 11.27' LT. (DANUBE)
STA: 5+19.62, 15.45' LT. (DANUBE)
,167$//0-%(1'
STA: 5+30.68, 14.09' LT. (DANUBE)9
8
4
5
1 INSTALL SANITARY MANHOLE PER DWG NO.
010, SEE SHEET DTL3.
INSTALL 4" PVC D-3034 SANITARY SEWER
LATERAL @ S=0.0200 MIN. PER CWS DWG
NO. 520, SEE SHEET DTL5, AND LATERAL
TABLE, THIS SHEET.
2
1.ALL RESEDENTIAL LOTS SHALL HAVE A
PRESSURE REDUCER VALVE (PRV)
INSTALLED WITH HOME
CONSTRUCTION.
HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10'
HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10'
NOT
CONSTRUCTED
NOT
CONSTRUCTED
NOT
CONSTRUCTED
CLASS 'B' GRANULAR BACKFILL & BEDDING
420
430
440
450
460
470
480
490
500
510
420
430
440
450
460
470
480
490
500
510
0+751+002+003+004+005+00
FINISH GRADE @
STREET CENTERLINE
EXISTING GROUND @
STREET CENTERLINE
-2.50%
-8.00%
-1.55%
-5.00%
PV
I
S
T
A
=
1
+
0
0
.
0
0
EL
E
V
=
4
8
1
.
6
6
PV
I
S
T
A
=
1
+
2
5
.
0
0
EL
E
V
=
4
8
1
.
0
3
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
2
+
6
2
.
0
0
(
D
A
N
U
B
E
)
ST
A
=
1
3
+
7
4
.
8
6
(
P
E
A
C
E
)
EL
E
V
=
4
7
6
.
0
2
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
5
+
9
1
.
0
3
(
1
5
0
T
H
)
(
D
A
N
U
B
E
)
8" DI WATER
SS
M
H
C
1
ST
A
=
1
+
9
9
.
9
8
,
7
.
0
0
'
R
(D
A
N
U
B
E
D
R
)
4"
I
E
I
N
=
4
7
2
.
5
5
(
N
)
8"
I
E
O
U
T
=
4
7
2
.
3
5
(
W
)
ST
A
=
0
+
6
7
.
0
2
(
S
S
L
N
-
C
)
RI
M
=
4
7
9
.
0
3
67.02 LF 8" (ASTM D-30
3
4
)
@ S=0.0400
SS
M
H
B
1
ST
A
=
2
+
6
7
.
0
0
,
7
.
0
0
'
R
(D
A
N
U
B
E
D
R
)
8"
I
E
I
N
=
4
6
9
.
6
7
(
E
)
4"
I
E
I
N
=
4
6
9
.
8
3
(
N
)
8"
I
E
O
U
T
=
4
6
9
.
4
7
(
S
)
ST
A
=
0
+
0
0
.
0
0
(
S
S
L
N
-
C
)
RI
M
=
4
7
5
.
6
0
3' MIN
COVER
47
5
.
4
7
46
9
.
0
7
46
9
.
2
2
46
8
.
9
7
47
1
.
9
1
47
1
.
7
6
0.0401
Construction Documents
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2
Ma
r
.
2
1
,
1
6
-
1:
4
3
P
M
ky
l
e
6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
SW HAWK RIDGE RD
EXPIRES: JUNE 30, 2016
SW
SW
H
U
D
S
O
N
A
V
E
SW
P
E
A
C
E
A
V
E
SW DANUBE DR
SW S
E
I
N
E
D
R
SW THAMES LN
SW
1
5
0
T
H
A
V
E
MIS
S
O
U
R
I
AV
E
3/21/2016
HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10'
SCALE: 1" = 20'
INSTALL 1" WATER SERVICE WITH 3/4" WATER
METER PER DETAIL 520, SEE SHEET DTL6.
INSTALL 1" WATER SERVICE WITH 1" IRRIGATION
METER PER DETAIL 520, SEE SHEET DTL6.
INSTALL 2-1" WATER SERVICES WITH 3/4"
WATER METERS PER DETAIL 520, SEE SHEET
DTL6.
INSTALL 8" MJ GATE VALVE
STA: 1+55.00, 8.00' LT. (DANUBE)
STA: 3+01.00, 8.00' LT. (DANUBE)
INSTALL 8" MJ TEE
STA: 2+53.00, 8.00' LT. (DANUBE)
INSTALL 12" X 8" MJ TEE
STA:0+90.72, 8.00' LT. (DANUBE)
REFER TO SHEET RD-2 FOR WATERLINE DESIGN
ALONG SW 150TH AVE
2
4
5
1
SANITARY LATERAL TABLE
LOT#STATION LENGTH SLOPE I.E.
6 SSMH #C1 25.33 0.0553 473.95
7 0+18.50 SSLN-C 24.00 0.0227 471.12
8 SSMH #B1 24.18 0.0119 470.12
1 INSTALL SANITARY MANHOLE PER DWG NO.
010, SEE SHEET DTL3.
INSTALL 4" PVC D-3034 SANITARY SEWER
LATERAL @ S=0.0200 MIN. PER CWS DWG
NO. 520, SEE SHEET DTL5, AND LATERAL
TABLE, THIS SHEET.
2
1.ALL RESEDENTIAL LOTS SHALL HAVE A
PRESSURE REDUCER VALVE (PRV)
INSTALLED WITH HOME
CONSTRUCTION.
11
1B
*LATERALS INSTALLED AT 2.0% MIN. SLOPE,
UNLESS OTHERWISE NOTED
410
420
430
440
450
460
470
480
490
410
420
430
440
450
460
470
480
490
7+258+009+0010+0011+0011+50
FINISH GRADE @
STREET CENTERLINE
EXISTING GROUND @
STREET CENTERLINE
CLASS 'B' GRANULAR BACKFILL & BEDDING
-1.09%
-12.00%
PV
I
S
T
A
=
1
1
+
3
1
.
7
5
EL
E
V
=
4
4
9
.
0
0
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
1
0
+
3
4
.
0
5
(
S
E
I
N
E
)
ST
A
=
1
+
0
0
.
0
0
(
T
H
A
M
E
S
)
EL
E
V
=
4
5
5
.
1
3
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
7
+
4
9
.
0
7
(
S
E
I
N
E
)
ST
A
=
4
+
2
3
.
0
4
(
M
I
S
S
O
U
R
I
)
EL
E
V
=
4
5
8
.
2
5
3' MIN
COVER
8" DI WATER
SS
M
H
H
4
ST
A
=
1
0
+
7
4
.
0
5
,
7
.
0
0
'
R
(S
E
I
N
E
D
R
)
4"
I
E
I
N
=
4
4
9
.
6
7
(
S
W
)
8"
I
E
O
U
T
=
4
4
9
.
4
7
(
E
)
ST
A
=
6
+
2
9
.
4
3
(
S
S
L
N
-
H
)
RI
M
=
4
5
3
.
8
5
33.00 LF 8" (ASTM D-3034)
@ S=0.0042
SS
M
H
H
3
ST
A
=
1
0
+
4
1
.
0
5
,
7
.
0
0
'
R
(S
E
I
N
E
D
R
)
8"
I
E
I
N
=
4
4
9
.
3
3
(
W
)
8"
I
E
I
N
=
4
4
9
.
3
3
(
N
)
8"
I
E
O
U
T
=
4
4
9
.
1
3
(
E
)
ST
A
=
5
+
9
6
.
4
3
(
S
S
L
N
-
H
)
RI
M
=
4
5
4
.
8
8
286.77 LF 8" (ASTM D-3034)
@ S=0.0040
SS
M
H
H
2
ST
A
=
7
+
5
3
.
4
2
,
4
.
4
1
'
R
(S
E
I
N
E
D
R
)
8"
I
E
I
N
=
4
4
7
.
9
9
(
W
)
8"
I
E
I
N
=
4
5
0
.
1
0
(
N
)
8"
I
E
O
U
T
=
4
4
7
.
7
9
(
E
)
ST
A
=
3
+
0
9
.
6
6
(
S
S
L
N
-
H
)
RI
M
=
4
5
8
.
0
9
68.05 LF 8" (ASTM D-3034)
@ S=0.0041
44
9
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4
2
44
9
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5
4
44
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6
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44
8
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2
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44
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2
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0.0050
44
9
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7
2
45
0
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0
7
0.0036
SW
MI
S
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N
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SW
1
5
4
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N
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5+
0
0
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0+
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(TYP)
1 12
2 21A4
(TYP)
(TYP)
6 8
3
52 5651555453TRACT J
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SD
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SS
1
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24
Construction Documents
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6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
SW HAWK RIDGE RD
EXPIRES: JUNE 30, 2016
SW
SW
H
U
D
S
O
N
A
V
E
SW
P
E
A
C
E
A
V
E
SW DANUBE DR
SW S
E
I
N
E
D
R
SW THAMES LN
SW
1
5
0
T
H
A
V
E
MIS
S
O
U
R
I
AV
E
3/21/2016
HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10'
SCALE: 1" = 20'
1 INSTALL SANITARY MANHOLE PER DWG NO.
010, SEE SHEET DTL3.
INSTALL 4" PVC D-3034 SANITARY SEWER
LATERAL @ S=0.0200 MIN. PER CWS DWG
NO. 520, SEE SHEET DTL5, AND LATERAL
TABLE, THIS SHEET.
2
INSTALL 1" WATER SERVICE WITH 3/4" WATER
METER PER DETAIL 520, SEE SHEET DTL6.
INSTALL 1" COPPER WATER SERVICE WITH 3/4"
WATER METER PER DETAIL 520, SEE SHEET
DTL6.
INSTALL 2-1" WATER SERVICES WITH 3/4"
WATER METERS PER DETAIL 520, SEE SHEET
DTL6.
INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL
542, SEE SHEET DTL6. ADD 8" x 6" REDUCER.
STA: 10+25.05, 17.00' LT. (SEINE)
INSTALL 8" MJ GATE VALVE
STA: 9+95.05, 9.00' LT. (SEINE)
INSTALL 8" MJ TEE
STA: 10+25.05, 9.00' LT. (SEINE)
INSTALL 8" MJ CROSS
STA: 7+42.97, 13.97' LT. (SEINE)
,167$//0-%(1'
STA: 7+38.96, 14.96' LT. (SEINE)
2
3
8
4
5
6
1
1.ALL RESEDENTIAL LOTS SHALL HAVE A
PRESSURE REDUCER VALVE (PRV)
INSTALLED WITH HOME
CONSTRUCTION.
SANITARY LATERAL TABLE
LOT#STATION LENGTH SLOPE I.E.MAT.
51 SSMH #H4 55.22 0.0094 450.19 C900
52 6+22.13 SSLN-H 38.00 0.0200 450.37 D3034
53 5+74.66 SSLN-H 38.00 0.0132 449.71 D3034
54 4+85.66 SSLN-H 38.00 0.0301 450.00 D3034
55 4+47.66 SSLN-H 38.00 0.0441 450.38 D3034
56 3+57.43 SSLN-H 38.00 0.0764 451.25 D3034
57 3+60.43 SSLN-H 24.00 0.1497 451.95 D3034
58 4+44.66 SSLN-H 24.00 0.1019 451.14 D3034
1A
39.5
449.8
450.4
4+49.0 39.0 451.5
3+59.0 454.5
453.0
4+46.0 451.2
59.0
10+23.65
STA: 10+26.99, 5.66' LT. (SEINE)
*LATERALS INSTALLED AT 2.0% MIN. SLOPE,
UNLESS OTHERWISE NOTED
425
430
440
450
460
470
480
490
500
425
430
440
450
460
470
480
490
500
3+504+005+006+007+007+25
FINISH GRADE @
STREET CENTERLINE
EXISTING GROUND @
STREET CENTERLINE
CLASS 'B' GRANULAR BACKFILL & BEDDING
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
4
+
1
2
.
3
7
(
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)
ST
A
=
8
+
2
7
.
2
0
(
D
A
N
U
B
E
)
EL
E
V
=
4
6
9
.
6
0
170.16 LF
8
"
(
A
S
T
M
D
-
3
0
3
4
)
@ S=0.114
9
SS
M
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1
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=
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+
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1
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0
4
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7
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0
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=
4
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6
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5
(
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8"
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=
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(
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=
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(
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S
L
N
-
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)
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M
=
4
6
7
.
3
9
241.61 LF 8" (ASTM D-3034)
@ S=0.0040
SS
M
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H
1
ST
A
=
6
+
8
3
.
0
5
,
6
.
6
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=
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=
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@ S=0.0041
8" DI WATER
3' MIN
COVER
44
7
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8
1
44
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8
6
44
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5
1
44
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44
6
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44
7
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6
1
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6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
SW HAWK RIDGE RD
EXPIRES: JUNE 30, 2016
SW
SW
H
U
D
S
O
N
A
V
E
SW
P
E
A
C
E
A
V
E
SW DANUBE DR
SW S
E
I
N
E
D
R
SW THAMES LN
SW
1
5
0
T
H
A
V
E
MIS
S
O
U
R
I
AV
E
3/21/2016
HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10'
SCALE: 1" = 20'
1 INSTALL SANITARY MANHOLE PER DWG NO.
010, SEE SHEET DTL3.
INSTALL 4" PVC D-3034 SANITARY SEWER
LATERAL @ S=0.0200 MIN. PER CWS DWG
NO. 520, SEE SHEET DTL5, AND LATERAL
TABLE, THIS SHEET.
2
INSTALL 1" WATER SERVICE WITH 3/4" WATER
METER PER DETAIL 520, SEE SHEET DTL6.
INSTALL 2-1" WATER SERVICES WITH 3/4"
WATER METERS PER DETAIL 520, SEE SHEET
DTL6.
INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL
575, SEE SHEET DTL6.
STA: 6+00.81, 17.00' LT. (SEINE)
INSTALL 8" MJ GATE VALVE
STA: 4+51.37, 9.00' LT. (SEINE)
STA: 6+86.92, 9.64' LT. (SEINE)
INSTALL 8" MJ TEE
STA: 4+20.37, 9.00' LT. (SEINE)
,167$//0-%(1'
STA: 7+07.24, 12.46' LT. (SEINE)
2
3
9
4
5
1
1.ALL RESEDENTIAL LOTS SHALL HAVE A
PRESSURE REDUCER VALVE (PRV)
INSTALLED WITH HOME
CONSTRUCTION.
SANITARY LATERAL TABLE
LOT#STATION LENGTH SLOPE I.E.MAT.
24 2+80.70 SSLN-H 39.42 0.1047 451.97 D3034
25 SSMH #H1 37.67 0.1560 453.39 D3034
26 1+86.33 SSLN-H 38.00 0.1791 454.07 D3034
27 1+18.33 SSLN-H 38.00 0.2334 455.86 D3034
28 0+27.33 SSLN-H 38.00 0.3580 460.23 D3034
29 0+86.62 SSLN-F 39.62 0.0843 468.91 D3034
74 0+48.03 SSLN-F 23.11 0.1958 465.66 D3034
75 0+21.98 SSLN-H 24.00 0.5869 460.69 D3034
76 1+01.98 SSLN-H 24.00 0.4160 456.91 D3034
77 SSMH #H1 24.33 0.2419 453.40 D3034
41.0 452.6
39.0 452.5
39.0 452.5
455.8
40.0 460.9
464.2
0+23.0 461.5
25.5 456.9
453.0
*LATERALS INSTALLED AT 2.0% MIN. SLOPE
FINISH GRADE @
STREET CENTERLINE
EXISTING GROUND @
STREET CENTERLINE
CLASS 'B' GRANULAR BACKFILL & BEDDING
445
450
460
470
480
490
500
510
520
445
450
460
470
480
490
500
510
520
0+751+002+003+003+50
-2.50%
-11.65%
PV
I
S
T
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=
1
+
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0
0
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V
=
4
9
5
.
6
3
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T
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R
S
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T
I
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=
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+
3
1
.
6
6
(
T
H
A
M
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S
)
(
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)
8" DI WATE
R
175.33 LF 8" (
A
S
T
M
D
-
3
0
3
4
)
@ S=0.0733
3' MIN
COVER
170.16 LF
8
"
(
A
S
T
M
D
-
3
0
3
4
)
@ S=0.114
9
SS
M
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F
2
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=
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+
9
3
.
0
0
,
1
2
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0
5
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L
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=
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8"
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=
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8
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4
(
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=
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4
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9
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-
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)
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=
4
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.
5
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1
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=
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+
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9
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6
6
,
0
.
9
7
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47
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7
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47
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4
6
0.0721
48
8
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0
48
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4
1
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7
1
0.1088
Construction Documents
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P
M
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6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
SW HAWK RIDGE RD
EXPIRES: JUNE 30, 2016
SW
SW
H
U
D
S
O
N
A
V
E
SW
P
E
A
C
E
A
V
E
SW DANUBE DR
SW S
E
I
N
E
D
R
SW THAMES LN
SW
1
5
0
T
H
A
V
E
MIS
S
O
U
R
I
AV
E
3/21/2016
HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10'
SCALE: 1" = 20'
1 INSTALL SANITARY MANHOLE PER DWG NO.
010, SEE SHEET DTL3.
INSTALL 4" PVC D-3034 SANITARY SEWER
LATERAL @ S=0.0200 MIN. PER CWS DWG
NO. 520, SEE SHEET DTL5, AND LATERAL
TABLE, THIS SHEET.
2
INSTALL 1" WATER SERVICE WITH 3/4" WATER
METER PER DETAIL 520, SEE SHEET DTL6.
INSTALL 8" MJ GATE VALVE
STA: 1+39.65, 11.01' LT. (SEINE)
INSTALL 8" MJ TEE
STA: 1+09.00, 15.64' LT. (SEINE)
,167$//0-%(1'
STA: 2+16.80, 11.89' LT. (SEINE)
STA: 2+93.21, 12.68' LT. (SEINE)
,167$//0-%(1'
STA: 1+17.21, 15.64' LT. (SEINE)
4
5
8
9
1
1.ALL RESEDENTIAL LOTS SHALL HAVE A
PRESSURE REDUCER VALVE (PRV)
INSTALLED WITH HOME
CONSTRUCTION.
SANITARY LATERAL TABLE
LOT#STATION LENGTH SLOPE I.E.MAT.
30 1+41.62 SSLN-F 38.47 0.0528 473.92 D3034
31 1+90.54 SSLN-F 39.06 0.0722 480.77 D3034
73 2+08.34 SSLN-F 20.63 0.1054 481.43 D3034
473.6
1+89.5 481.1
22.0 480.6
*LATERALS INSTALLED AT 2.0% MIN. SLOPE
FINISH GRADE @
STREET CENTERLINE
EXISTING GROUND @
STREET CENTERLINE
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
1
+
0
0
.
0
0
(
1
5
4
T
H
)
ST
A
=
1
0
+
3
4
.
0
5
(
S
E
I
N
E
)
EL
E
V
=
4
5
5
.
1
3
CLASS 'B' GRANULAR BACKFILL & BEDDING
415
420
430
440
450
460
470
480
415
420
430
440
450
460
470
480
0+75 1+00 2+00 3+00 4+00 5+00 5+50
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
5
+
1
1
.
2
1
(
1
5
4
T
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)
ST
A
=
5
+
1
1
.
2
1
(
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H
A
M
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S
)
EL
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V
=
4
5
8
.
6
6
SS
M
H
H
3
ST
A
=
1
+
0
6
.
7
8
,
7
.
0
0
'
L
(1
5
4
T
H
)
8"
I
E
I
N
=
4
4
9
.
3
3
(
W
)
8"
I
E
I
N
=
4
4
9
.
3
3
(
N
)
8"
I
E
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U
T
=
4
4
9
.
1
3
(
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)
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A
=
0
+
0
0
.
0
0
(
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S
L
N
-
K
)
RI
M
=
4
5
4
.
8
8
420.22 LF 8" (ASTM D-3034)
@ S=0.0050
SS
M
H
K
1
ST
A
=
5
+
1
1
.
6
3
,
2
6
.
0
5
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L
(1
5
4
T
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)
8"
I
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I
N
=
4
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1
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(
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8"
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=
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5
1
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4
3
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A
=
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+
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1
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8
0
(
S
S
L
N
-
K
)
RI
M
=
4
5
8
.
1
6
3' MIN
COVER
8" DI WATER
10" SD
1.16' CLR
10" SD
0.50' CLR
44
9
.
6
0
44
9
.
5
4
44
9
.
4
2
45
1
.
8
1
45
8
.
5
1
0.0045
Construction Documents
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P
M
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6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
SW HAWK RIDGE RD
EXPIRES: JUNE 30, 2016
SW
SW
H
U
D
S
O
N
A
V
E
SW
P
E
A
C
E
A
V
E
SW DANUBE DR
SW S
E
I
N
E
D
R
SW THAMES LN
SW
1
5
0
T
H
A
V
E
MIS
S
O
U
R
I
AV
E
3/21/2016
HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10'
SCALE: 1" = 20'
1 INSTALL SANITARY MANHOLE PER DWG NO.
010.
INSTALL 4" PVC D-3034 SANITARY SEWER
LATERAL @ S=0.0200 MIN. PER CWS DWG
NO. 520 AND LATERAL TABLE, THIS SHEET.
2
SANITARY LATERAL TABLE
LOT#STATION LENGTH SLOPE I.E.
45 3+33.00 SSLN-K 24.00 0.0200 451.72
46 2+68.00 SSLN-K 24.00 0.0200 451.38
47 2+37.21 SSLN-K 24.00 0.0200 451.22
48 1+45.00 SSLN-K 24.00 0.0200 450.75
49 1+14.50 SSLN-K 24.00 0.0200 450.58
50 0+47.89 SSLN-K 24.00 0.0200 450.23
59 0+41.22 SSLN-K 38.00 0.0200 450.47
60 1+23.22 SSLN-K 38.00 0.0200 450.90
61 1+65.22 SSLN-K 38.00 0.0200 451.12
62 2+48.22 SSLN-K 38.00 0.0200 451.55
INSTALL 2-1" WATER SERVICES WITH 3/4"
WATER METERS PER DETAIL 314.
INSTALL 8" MJ GATE VALVE
STA: 1+39.00, 9.00' RT. (154TH)
STA: 4+82.03, 9.00' RT. (154TH)
INSTALL 8" MJ TEE
STA: 0+91.00, 9.00' RT. (154TH)
,167$//0-%(1'
STA: 5+08.83, 2.24' LT. (154TH)
STA: 5+13.58, 2.24' LT. (154TH)
2
7
4
5
1.ALL RESEDENTIAL LOTS SHALL HAVE A
PRESSURE REDUCER VALVE (PRV)
INSTALLED WITH HOME
CONSTRUCTION.
25.5 451.5
25.5
25.5 451.1
1+48.0 25.0 450.5
451.1
449.9
451.4
36.0 451.4
451.8
452.036.0
*LATERALS INSTALLED AT 2.0% MIN. SLOPE
FINISH GRADE @
STREET CENTERLINE
EXISTING GROUND @
STREET CENTERLINE
CLASS 'B' GRANULAR BACKFILL & BEDDING420
430
440
450
460
470
480
490
500
510
420
430
440
450
460
470
480
490
500
510
5+00 6+00 7+00 8+00 9+00 9+50
8" DI WAT
E
R
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
5
+
1
1
.
2
1
(
T
H
A
M
E
S
)
ST
A
=
5
+
1
1
.
2
1
(
R
I
O
G
R
A
N
D
E
)
EL
E
V
=
4
5
8
.
6
6
3' MIN
COVER
SS
M
H
K
1
ST
A
=
5
+
1
1
.
6
3
,
2
6
.
0
5
'
L
(T
H
A
M
E
S
L
N
)
8"
I
E
I
N
=
4
5
1
.
6
3
(
E
)
8"
I
E
O
U
T
=
4
5
1
.
4
3
(
S
)
ST
A
=
0
+
1
8
.
4
2
(
S
S
L
N
-
L
)
RI
M
=
4
5
8
.
1
6
184.91 LF 8
"
(
A
S
T
M
D
-
3
0
3
4
)
@ S=0.0776
10" SD
0.71' CLR
301.64 LF 8" (ASTM D-3034)
@ S=0.0265
SS
M
H
L
2
ST
A
=
8
+
2
0
.
6
7
,
7
.
0
0
'
L
(T
H
A
M
E
S
L
N
)
8"
I
E
I
N
=
4
7
9
.
6
3
(
E
)
8"
I
E
O
U
T
=
4
7
9
.
0
5
(
W
)
ST
A
=
3
+
2
4
.
4
1
(
S
S
L
N
-
L
)
RI
M
=
4
8
6
.
8
0
139.50 LF 8
"
(
A
S
T
M
D
-
3
0
3
4
)
@ S=0.0922
SS
M
H
L
1
ST
A
=
6
+
8
1
.
1
7
,
7
.
0
0
'
L
(T
H
A
M
E
S
L
N
)
8"
I
E
I
N
=
4
6
6
.
1
8
(
E
)
8"
I
E
O
U
T
=
4
6
5
.
9
9
(
W
)
ST
A
=
1
+
8
4
.
9
1
(
S
S
L
N
-
L
)
RI
M
=
4
7
3
.
6
3
46
6
.
3
0
46
5
.
8
0
47
9
.
4
1
47
8
.
8
1
48
6
.
9
6
0.0897
0.0262
45
1
.
8
1
45
8
.
5
1
0.0757
SW THAMES LANE
SD SD SD SD SD SD
SS SS SS SS SS SS SS SS
S
S
S
S
6967
4041434442
64 65 66 6863
5+
0
0
6+00 7+00 8+00 9+00
SD SD SD SD SD SD
SD
SD
SSLN-L
6.00'
PUE
27
(TYP)
SS
L
N
-
K
2
(TYP)
1
3
SD
4 1
(TYP)
1
(TYP)
SD SD SD SD SD
SS SS SS SS SS
1
SS SS SS SS SS SS
Construction Documents
N:
\
p
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9
5
-
0
3
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9
D
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a
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i
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g
s
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0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
3
9
5
0
3
1
.
(
2
6
)
S
S
-
T
H
A
M
E
S
.
d
w
g
-
S
H
E
E
T
:
26
.
1
Ma
r
.
2
1
,
1
6
-
1:
4
9
P
M
ky
l
e
6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
SW HAWK RIDGE RD
EXPIRES: JUNE 30, 2016
SW
SW
H
U
D
S
O
N
A
V
E
SW
P
E
A
C
E
A
V
E
SW DANUBE DR
SW S
E
I
N
E
D
R
SW THAMES LN
SW
1
5
0
T
H
A
V
E
MIS
S
O
U
R
I
AV
E
3/21/2016
HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10'
SCALE: 1" = 20' 1 INSTALL SANITARY MANHOLE PER DWG NO.
010, SEE SHEET DTL3.
INSTALL 4" PVC D-3034 SANITARY SEWER
LATERAL @ S=0.0200 MIN. PER CWS DWG
NO. 520, SEE SHEET DTL5, AND LATERAL
TABLE, THIS SHEET.
2
SANITARY LATERAL TABLE
LOT#STATION LENGTH SLOPE I.E.
40 4+15.55 SSLN-L 24.00 0.1907 486.98
41 3+11.05 SSLN-L 24.00 0.0200 480.68
42 2+17.55 SSLN-L 24.00 0.0200 472.13
43 1+17.11 SSLN-L 24.00 0.0200 461.37
44 0+37.08 SSLN-L 38.00 0.0200 455.42
63 0+47.96 SSLN-L 38.00 0.0200 456.28
64 0+96.96 SSLN-L 38.00 0.0200 460.09
65 1+68.46 SSLN-L 38.00 0.0632 467.28
66 2+20.55 SSLN-L 38.00 0.0200 470.39
67 2+88.46 SSLN-L 38.00 0.0713 478.61
68 3+46.96 SSLN-L 38.00 0.0656 482.89
69 4+20.55 SSLN-L 38.00 0.1062 486.38
INSTALL 1" WATER SERVICE WITH 3/4" WATER
METER PER DETAIL 520, SEE SHEET DTL6.
INSTALL 2-1" WATER SERVICES WITH 3/4"
WATER METERS PER DETAIL 520, SEE SHEET
DTL6.
INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL
542, SEE SHEET DTL6.
STA: 6+02.30, 17.00' RT. (THAMES)
INSTALL 8" MJ GATE VALVE
STA: 5+40.38, 8.86' RT. (THAMES)
,167$//0-%(1'
STA: 5+08.83, 2.24' LT. (THAMES)
STA: 5+13.58, 2.24' LT. (THAMES)
2
3
7
4
1
1.ALL RESEDENTIAL LOTS SHALL HAVE A
PRESSURE REDUCER VALVE (PRV)
INSTALLED WITH HOME
CONSTRUCTION.
4+18.0 485.6
480.2
470.5
462.2
0+39.0 33.0 455.0
456.1
460.5
467.3
471.5
478.2
3+48.5 483.4
486.8
*LATERALS INSTALLED AT 2.0% MIN. SLOPE
455
460
470
480
490
500
510
520
455
460
470
480
490
500
510
520
9+50 10+00 11+00 12+00 13+00 14+00 14+25
CLASS 'B' GRANULAR BACKFILL & BEDDING
8" DI WATER
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
1
2
+
3
1
.
6
6
(
T
H
A
M
E
S
)
ST
A
=
1
+
0
0
.
0
0
(
S
E
I
N
E
)
EL
E
V
=
4
9
6
.
1
7
EXISTING GROUND @
STREET CENTERLINE FINISH GRADE @
STREET CENTERLINE
3' MIN
COVER
SS
M
H
L
3
ST
A
=
1
1
+
2
2
.
3
1
,
7
.
0
0
'
L
(T
H
A
M
E
S
L
N
)
4"
I
E
I
N
=
4
8
7
.
8
2
(
N
)
8"
I
E
O
U
T
=
4
8
7
.
6
2
(
W
)
ST
A
=
6
+
2
6
.
0
5
(
S
S
L
N
-
L
)
RI
M
=
4
9
4
.
9
0
SS
M
H
F
2
ST
A
=
1
2
+
4
4
.
7
8
,
7
.
0
0
'
L
(T
H
A
M
E
S
L
N
)
8"
I
E
I
N
=
4
8
9
.
3
4
(
E
)
8"
I
E
O
U
T
=
4
8
9
.
1
4
(
S
)
ST
A
=
0
+
0
0
.
0
0
(
S
S
L
N
-
G
)
RI
M
=
4
9
5
.
5
4
SS
M
H
G
1
ST
A
=
1
3
+
9
9
.
8
6
,
7
.
0
0
'
L
(T
H
A
M
E
S
L
N
)
8"
I
E
O
U
T
=
4
9
2
.
0
7
(
W
)
ST
A
=
1
+
5
5
.
0
9
(
S
S
L
N
-
G
)
RI
M
=
4
9
8
.
5
1
155.09 LF 8" (ASTM D-3034)
@ S=0.0176
301.64 LF 8" (ASTM D-3034)
@ S=0.0265 0.0262
48
7
.
4
7
48
7
.
3
2
48
8
.
6
0
48
8
.
4
1
49
5
.
7
1
49
1
.
3
7
4"
I
E
I
N
=
4
9
1
.
9
7
0.0179
SW THAMES COURT
S
D
S
D
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
38
32
37
36
34
33
39
70 71 72 73
35
TRACT G10+00 11+00 12+00 13+00 14+00
1+
0
0
SD SD SD SD SD SD SD
SSLN-L
SW THAMES LANE
1
3
SSLN-G
SS
L
N
-
F
1 1
(TYP)
2
(TYP)
2
5
41
(TYP)
1
(TYP)
12
SS SS SS SS SS SS SS
S
D
S
S
Construction Documents
N:
\
p
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9
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3
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9
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a
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0
5
A
s
b
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t
s
\
S
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t
s
\
3
9
5
0
3
1
.
(
2
6
)
S
S
-
T
H
A
M
E
S
.
d
w
g
-
S
H
E
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T
:
26
.
2
Ma
r
.
2
1
,
1
6
-
1:
4
9
P
M
ky
l
e
6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
SW HAWK RIDGE RD
EXPIRES: JUNE 30, 2016
SW
SW
H
U
D
S
O
N
A
V
E
SW
P
E
A
C
E
A
V
E
SW DANUBE DR
SW S
E
I
N
E
D
R
SW THAMES LN
SW
1
5
0
T
H
A
V
E
MIS
S
O
U
R
I
AV
E
3/21/2016
HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10'
SCALE: 1" = 20'
1 INSTALL SANITARY MANHOLE PER DWG NO.
010, SEE SHEET DTL3.
INSTALL 4" PVC D-3034 SANITARY SEWER
LATERAL @ S=0.0200 MIN. PER CWS DWG
NO. 520, SEE SHEET DTL5, AND LATERAL
TABLE, THIS SHEET.
2
SANITARY LATERAL TABLE
LOT#STATION LENGTH SLOPE I.E.
32 0+33.38 SSLN-G 38.00 0.3752 491.52
33 0+82.95 SSLN-G 38.00 0.0346 492.28
34 1+47.04 SSLN-G 38.25 0.0336 493.37
35 1+44.04 SSLN-G 24.00 0.0412 493.03
36 0+55.54 SSLN-G 24.00 0.0573 491.86
37 0+04.43 SSLN-G 24.00 0.0673 491.20
38 SSMH #L2 24.00 0.0749 489.62
39 5+11.05 SSLN-L 24.00 0.1818 489.10
70 4+66.96 SSLN-L 38.00 0.1206 488.15
71 5+33.96 SSLN-L 38.00 0.0970 489.03
72 5+86.96 SSLN-L 38.00 0.0671 489.30
INSTALL 1" WATER SERVICE WITH 3/4" WATER
METER PER DETAIL 520, SEE SHEET DTL6.
INSTALL 1" WATER SERVICE WITH 1" IRRIGATION
METER PER DETAIL 520, SEE SHEET DTL6.
INSTALL 2-1" WATER SERVICES WITH 3/4" WATER
METERS PER DETAIL 520, SEE SHEET DTL6.
INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 542,
SEE SHEET DTL6.
STA: 13+74.49, 17.00' RT. (THAMES)
INSTALL 8" MJ GATE VALVE
STA: 11+92.64, 9.00' RT. (THAMES)
INSTALL 8" MJ TEE
STA: 12+47.30, 9.00' RT. (THAMES)
INSTALL PERMANENT BLOW OFF VALVE PER DETAIL
570, SEE SHEET DTL7.
STA: 13+85.16, 9.00' RT. (THAMES)
2
3
4
5
1
1.ALL RESEDENTIAL LOTS SHALL HAVE A
PRESSURE REDUCER VALVE (PRV)
INSTALLED WITH HOME
CONSTRUCTION.
12
490.9
491.6
493.5
1+47.0 25.5 492.5
491.0
489.3
488.4
488.9
5+35.0 489.7
5+88.0 489.6
1B
*LATERALS INSTALLED AT 2.0% MIN. SLOPE
FINISH GRADE @
STREET CENTERLINE
EXISTING GROUND @
STREET CENTERLINE
CLASS 'B' GRANULAR BACKFILL & BEDDING410
420
430
440
450
460
470
480
490
410
420
430
440
450
460
470
480
490
5+25 6+00 7+00 7+25
8" DI WATE
R
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
4
+
2
3
.
0
4
(
M
I
S
S
O
U
R
I
)
ST
A
=
7
+
4
9
.
0
8
(
S
E
I
N
E
)
EL
E
V
=
4
5
8
.
2
6
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
5
+
9
0
.
8
5
(
M
I
S
S
O
U
R
I
)
ST
A
=
2
+
2
5
.
1
1
(
M
I
S
S
I
S
S
I
P
P
I
)
EL
E
V
=
4
6
5
.
1
0
3' MIN
COVER
SS
M
H
H
2
ST
A
=
5
+
5
1
.
4
1
,
5
.
0
0
'
L
(M
I
S
S
O
U
R
I
A
V
E
)
8"
I
E
I
N
=
4
4
7
.
9
9
(
W
)
8"
I
E
I
N
=
4
5
0
.
1
0
(
N
)
8"
I
E
O
U
T
=
4
4
7
.
7
9
(
E
)
ST
A
=
0
+
0
0
.
0
0
(
S
S
L
N
-
I
)
RI
M
=
4
5
8
.
0
9
169.22 LF 8" (AST
M
D
-
3
0
3
4
)
@ S=0.0562
SS
M
H
I
1
ST
A
=
7
+
2
0
.
6
3
,
5
.
0
0
'
L
(M
I
S
S
O
U
R
I
A
V
E
)
8"
I
E
I
N
=
4
5
9
.
8
0
(
E
)
8"
I
E
I
N
=
4
5
9
.
8
0
(
W
)
4"
I
E
I
N
=
4
5
9
.
8
0
(
N
)
8"
I
E
O
U
T
=
4
5
9
.
6
0
(
S
)
ST
A
=
1
+
6
9
.
2
2
(
S
S
L
N
-
I
)
RI
M
=
4
6
5
.
2
8
44
8
.
2
5
45
0
.
2
5
44
8
.
2
0
45
8
.
4
0
46
0
.
1
4
45
9
.
2
9
46
0
.
3
4
45
9
.
1
4
0.0525
7+
0
0
SS
SS
S
S
S
S
S
S
S
S
S
S
S
S
S
S
80 7981
78
82
1+002+003+00
SW
M
I
S
S
O
U
R
I
P
L
A
C
E
6.00'
PUE
SW MISSISSIPPI COURT
2
(TYP)(TYP)
SSLN-J
SS
L
N
-
I
1
1
2 1
(TYP)
5
1212
S
S
425
430
440
450
460
470
480
490
425
430
440
450
460
470
480
490
1+002+003+003+25
CLASS 'B' GRANULAR BACKFILL & BEDDING
FINISH GRADE @
STREET CENTERLINEEXISTING GROUND @
STREET CENTERLINE
IN
T
E
R
S
E
C
T
I
O
N
ST
A
=
2
+
2
5
.
1
1
(
M
I
S
S
I
S
S
I
P
P
I
)
ST
A
=
5
+
9
0
.
8
5
(
M
I
S
S
O
U
R
I
)
EL
E
V
=
4
6
5
.
1
0
EN
D
C
O
N
S
T
R
U
C
T
I
O
N
ST
A
=
3
+
1
5
.
9
9
(
M
I
S
S
I
S
S
I
P
P
I
)
EL
E
V
=
4
6
6
.
0
1
8" DI WATER
BE
G
I
N
C
O
N
S
T
R
U
C
T
I
O
N
ST
A
=
1
+
0
7
.
0
0
(
M
I
S
S
I
S
S
I
P
P
I
)
EL
E
V
=
4
6
6
.
2
8
3' MIN
COVER
SS
M
H
J
1
ST
A
=
3
+
1
3
.
5
0
,
5
.
0
0
'
R
(M
I
S
S
I
S
S
I
P
P
I
C
T
)
4"
I
E
I
N
=
4
6
1
.
0
5
(
N
W
)
8"
I
E
O
U
T
=
4
6
0
.
8
5
(
E
)
ST
A
=
0
+
0
0
.
0
0
(
S
S
L
N
-
J
)
RI
M
=
4
6
6
.
1
1
SS
M
H
I
1
ST
A
=
2
+
3
0
.
1
1
,
5
.
0
0
'
R
(M
I
S
S
I
S
S
I
P
P
I
C
T
)
8"
I
E
I
N
=
4
5
9
.
8
0
(
E
)
8"
I
E
I
N
=
4
5
9
.
8
0
(
W
)
4"
I
E
I
N
=
4
5
9
.
8
0
(
N
)
8"
I
E
O
U
T
=
4
5
9
.
6
0
(
S
)
ST
A
=
0
+
8
3
.
3
9
(
S
S
L
N
-
J
)
RI
M
=
4
6
5
.
2
8
SS
M
H
J
2
ST
A
=
1
+
2
7
.
8
8
,
5
.
0
0
'
R
(M
I
S
S
I
S
S
I
P
P
I
C
T
)
8"
I
E
O
U
T
=
4
6
1
.
1
2
(
W
)
ST
A
=
1
+
8
5
.
6
2
(
S
S
L
N
-
J
)
RI
M
=
4
6
6
.
2
0
83.39 LF 8" (ASTM D-3034)
@ S=0.0126
102.23 LF 8" (ASTM D-3034)
@ S=0.0129
PVC C900 PVC C900
4"
I
E
I
N
=
X
X
X
.
X
X
(
N
)
77.92 96.45
46
0
.
1
4
45
9
.
2
9
46
0
.
3
4
45
9
.
1
4
46
1
.
5
0
4"
I
E
I
N
=
4
6
1
.
8
0
46
1
.
4
2
46
1
.
4
2
46
1
.
2
7
0.0237 0.0133
Construction Documents
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Ma
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6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
SW HAWK RIDGE RD
EXPIRES: JUNE 30, 2016
SW
SW
H
U
D
S
O
N
A
V
E
SW
P
E
A
C
E
A
V
E
SW DANUBE DR
SW S
E
I
N
E
D
R
SW THAMES LN
SW
1
5
0
T
H
A
V
E
MIS
S
O
U
R
I
AV
E
3/21/2016
HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10'
SCALE: 1" = 20'
HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10'
SCALE: 1" = 20'
1 INSTALL SANITARY MANHOLE PER DWG NO.
010, SEE SHEET DTL3.
INSTALL 4" PVC D-3034 SANITARY SEWER
LATERAL @ S=0.0200 MIN. PER CWS DWG
NO. 520, SEE SHEET DTL5, AND LATERAL
TABLE, THIS SHEET.
2
SANITARY LATERAL TABLE
LOT#STATION LENGTH SLOPE I.E.
78 1+80.62 SSLN-J 23.00 0.0178 461.78
79 1+23.62 SSLN-J 23.00 0.0343 461.15
80 SSMH #I1 23.00 0.0483 460.91
81 0+05.62 SSLN-J 23.00 0.0262 461.69
82 SSMH #J1 27.13 0.0380 462.08
INSTALL 1" WATER SERVICE WITH 3/4" WATER
METER PER DETAIL 520, SEE SHEET DTL6.
INSTALL 2-1" WATER SERVICES WITH 3/4"
WATER METERS PER DETAIL 520, SEE SHEET
DTL6.
INSTALL 8" MJ GATE VALVE
STA: 6+77.63, 6.00' LT. (MISSOURI)
INSTALL 8" MJ TEE
STA: 2+16.11, 6.00' LT. (MISSISSIPPI)
INSTALL PERMANENT BLOW OFF VALVE PER
DETAIL 570, SEE SHEET DTL7.
STA: 1+07.00, 6.00' LT. (MISSISSIPPI)
STA: 3+16.00, 6.00' LT. (MISSISSIPPI)
2
4
5
12
1
1.ALL RESEDENTIAL LOTS SHALL HAVE A
PRESSURE REDUCER VALVE (PRV)
INSTALLED WITH HOME
CONSTRUCTION.
24.5 463.5
461.6
461.7
462.0
462.7
SSMH #J1
*LATERALS INSTALLED AT 2.0% MIN. SLOPE,
UNLESS OTHERWISE NOTED
X
X
X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
S
D
X
S
D
X
T
X
T
X
C
O
M
13156
13155
13162
13161
13160
13139
13158
13157
13137
13138
13129
12548
13117
13039
13005
13000
13043
13057
13059
13012
13055
13061
13169
13111
13118
13142
13028
13031
13047
13146
13053
13017
13032
13033
13035
13048
13050
13052
13016
13027
13051
13065-13110
13023
13025
13022
13159
13056
13002
13007
13009
13006
13003
13060
13001
13015
13062
13063
13116
13010
13058
13114
13127
13038
13112
13044
13168
13113
13140
13121
13119
13045
13019
13034
13036
13040
13064
13120
13122
13150
13152
13167
13153
13014
13151
13163
13004
13218
13219
13220
13245
I
13247
I I
I
II
13274
13283
13287
13288
13300
13301 13302 13318 13319
13323
13324
13325 13326
13333
13334 13335
13336
13361
13362
13363 13372
13373
13374
13375
13376
13377
13378
13013
13024
13026
13029
13011
13030
13054
13141
13041
13145
13046
13049
13144
13021
13154
13170
13018
13164
13148
13149
13166
13115
13147
13174
13143
13172 13173
13171
13165
13175
13008
13020
13042
13037
13134
13130
13132
13136
13123
13128
13135
13126
13133
13131
13125
13124
12398
12399
12416
12417
12418
12419
12420
12421
12422
12423
12424
12425
12426
12436
12437
12438
12439
12440
12441
12442
12443
12444
12445
12446
12447
12454
12455
12456
12457
12458
12459
12460
12461
12462 12463
12464
12465
12466
12467
12478
12479
12480
12481
12482
12483
12484
12485
12486
12487
12488
12489
12490
12492
12493
12494
12495
12496
12497
12498
12499
12500
12501
12502
12503
12504
12505
12506
12507
12508
12509
12510
12511
12512
12513
12514
12515
12516
12517
12518
125191252012521
12522
12523
12524
12525
12526
12527
12528
12529
12530
12531
12550
12551
12552
12553
12559
12560
12561
1256212563
12564
12565
1256612567
12568
12569
12570
12571
12572
12573
12582
12583
12584
12585
12586
12587
12588
12589
12590
12591
12592
12593
12594
12595
12596
12603
12604
12605
12606
12607
12608
12609
12532
1253312534
12535
12536
12537
12538
12539
12540
12541
12542
12543
12544
12545
12546
12547
12549
12610
12611
12612
12613
12574-12581 12597-12602
12400-12408
12427-12435
12448-12453
12409-12415
12468-12477
12554-12558
13379-13416
14005 14004
14003 14002
14001
14006
TRACT A
34
384041 3743 363942
35
44
32
3433
31
678
29
30
9
3
4
2
1
5
TRACT ETRACT F
12
10
1118
13
17
15
16
14
19
23
22
21
20
TRACT MTRACT L
66 68 70 71 72 736967
64
65
63
75
80
77
79
76
74
78
TRACT K57
58
81
61
59
60
62
82
47
48
49
TRACT D
46
45
TRACT H
SW
1
5
0
T
H
A
V
E
(
C
.
R
.
N
O
.
3
7
8
)
EXISTING TREE TO BE REMOVED
EXISTING TREE TO BE RETAINED
WITH TREE PROTECTION FENCING
PER DTL 1, THIS SHEET
DECIDUOUS
CONIFEROUS
WETLAND
STOCK POND
13124 TREE NUMBER
(REFER TO "ATTACHMENT A:
EXISTING TREE INVENTORY DATA"
FOR TREE DETAILS)
FENCES SHALL BE IN PLACE PRIOR TO BEGINNING CONSTRUCTION!
DRIP LINE
CRITICAL ROOT ZONE(NOT TO SCALE)
1 TREE PROTECTION DETAIL
8'
TYP
TO BE PROTECTED
A.TREE PROTECTION SPECIFICATIONS
1.TREE PROTECTION ZONE. THE PROJECT ARBORIST SHALL
DESIGNATE THE TREE PROTECTION ZONE (TPZ). WHERE
FEASIBLE, THE TPZ SHALL BE ESTABLISHED AT THE
DRIPLINE OF PROTECTED TREES AS A MINIMUM. IF
INFRASTRUCTURE MUST BE INSTALLED CLOSER TO THE
TREES, THE TPZ MAY BE ESTABLISHED WITHIN THE
DRIPLINE AREA IF THE PROJECT ARBORIST DETERMINES
7+$77+(75((6:,//127%(81'8/<'$0$*('¬7+(
LOCATION OF THE TPZ SHALL BE SHOWN ON
CONSTRUCTION DRAWINGS. ¬
2.PROTECTION FENCING. ALL TREES TO BE RETAINED SHALL
BE PROTECTED BY FENCING AS APPROVED BY THE
PROJECT ARBORIST, SEE TREE PROTECTION DETAIL THIS
SHEET. PROTECTION FENCING SHALL BE SECURED TO
STEEL POSTS PLACED NO FURTHER THAN 8-FEET APART
AND SHALL BE INSTALLED AT THE EDGE OF THE TPZ.¬
3.PRECONSTRUCTION CONFERENCE. THE PROJECT
ARBORIST SHALL BE ON SITE TO DISCUSS METHODS OF
TREE REMOVAL AND TREE PROTECTION PRIOR TO ANY
CONSTRUCTION.
4.PRUNING. THE PROJECT ARBORIST CAN HELP IDENTIFY IF
AND WHERE PRUNING IS NECESSARY ONCE TREES
RECOMMENDED FOR REMOVAL HAVE BEEN REMOVED AND
THE SITE IS STAKED AND PREPARED FOR CONSTRUCTION.
PRUNING SHALL BE PERFORMED BY A QUALIFIED TREE
SERVICE.
5.TREE PROTECTION ZONE MAINTENANCE. THE
PROTECTION FENCING SHALL NOT BE MOVED, REMOVED,
OR ENTERED BY EQUIPMENT EXCEPT UNDER DIRECTION OF
THE PROJECT ARBORIST.
6.STORAGE OF MATERIAL OR EQUIPMENT. THE
CONTRACTOR SHALL NOT STORE MATERIALS OR
EQUIPMENT WITHIN THE TPZ.
7.EXCAVATION. EXCAVATION WITHIN THE TPZ SHALL BE
AVOIDED IF ALTERNATIVES ARE AVAILABLE. IF EXCAVATION
WITHIN THE TPZ IN UNAVOIDABLE, THE PROJECT
ARBORIST SHALL EVALUATE THE PROPOSED EXCAVATION
TO DETERMINE METHODS TO MINIMIZE IMPACTS TO TREES.
ALL CONSTRUCTION WITHIN THE TPZ SHALL BE UNDER
THE ON-SITE TECHNICAL SUPERVISION OF THE PROJECT
ARBORIST.¬
8.TREE PROTECTION INSPECTION. THE PROJECT ARBORIST
SHALL INSPECT AND VERIFY THE LOCATION OF
PROTECTION MEASURES PRIOR TO CONSTRUCTION,
MONITOR TREE PROTECTION MEASURES REGULARLY, AND
PROVIDE BIWEEKLY WRITTEN REPORTS TO THE CITY
DURING PERIODS OF ACTIVE CONSTRUCTION.
9.FINAL REPORT. AFTER THE PROJECT HAS BEEN
COMPLETED, THE PROJECT ARBORIST SHALL PROVIDE A
FINAL REPORT THAT DESCRIBES THE MEASURES NEEDED TO
MAINTAIN AND PROTECT THE REMAINING TREES.
NOTES:
1.COORDINATE WITH PROJECT ARBORIST PRIOR TO
REMOVING OR MOVING TREE PROTECTION MEASURES TO
SUPERVISE CONSTRUCTION IN PROTECTION ZONE.
2.REFER TO "ATTACHMENT A: EXISTING TREE INVENTORY
DATA" PREPARED BY MORGAN HOLEN & ASSOCIATES FOR
CANOPY RADIUS DIMENSIONS.
3.SEE SHEET 3 FOR EXISTING CONDITIONS AND TAX MAP
INFORMATION.
4.SEE SHEET 5.1 FOR THE PROPOSED GRADING PLAN AND
RETAINING WALL LOCATIONS.
5.SEE SHEET 8 FOR THE COMPOSITE UTILITY PLAN.
6.SEE SHEETS L1.01 -L3.07 FOR LANDSCAPE PLAN.
Construction Documents
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6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
EXPIRES: JUNE 30, 2016
3/21/2016
FENCE SHALL IDEALLY BE
LOCATED AT THE OUTER
PERIMETER OF THE CRITICAL
ROOT ZONE. SEE TREE
PROTECTION PLAN THIS
SHEET
NOTE:
NOTIFY MORGAN HOLEN & ASSOCIATES BEFORE CONDUCTING
ANY WORK WITHIN THE CRITICAL ROOT ZONE OF TREES
PROPOSED TO REMAIN.
5' CHAIN LINK FENCING.
2" MESH CHAIN LINK SECURED TO
1-1/2" DIA STEEL OR ALUMINUM POSTS
SW HAWK RIDGE ROAD
TRACT D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
SD
S
D
SD
SD
SD
S
D
SW HAWK RIDGE ROAD
SW
MI
S
S
O
U
R
I
A
V
E
N
U
E
S
D
SD
SD
SD
SD SD
S
D
S
D
EX. SDCI 1C.2
6" IE IN=423.96
INSTALL NDS
CATCH BASIN.
RIM=434.76
IE=433.26
S
D
S
D
1
+
0
0
2
+
0
0
3+00
3
+
6
5
1+
0
0
2+00
3+
0
0
3+
5
2
S
D
S
D
S
D
S
D
S
D
SD
SD
S
D
S
D
SD
SD
S
D
S
D
S
D
S
D
INSTALL 6" WYE
IE=435.74
INSTALL 6" WYE
IE=429.93
SD
S
D
%(1'
INSTALL 6"
CLEANOUT.
RIM=438.40
IE=436.90
INSTALL 6"
CLEANOUT.
RIM=432.97
IE=431.47
INSTALL 6"
CLEANOUT.
RIM=428.36
IE=426.86
EX. CATCH BASIN
6" IE IN=423.62
INSTALL NDS
CATCH BASIN.
RIM=437.36
IE=435.86
INSTALL NDS
CATCH BASIN.
RIM=433.44
IE=431.94
%(1'
INSTALL NDS
CATCH BASIN.
RIM=438.83
IE=437.33
INSTALL 6"
CLEANOUT.
RIM=438.03
IE=436.53
INSTALL NDS
CATCH BASIN.
RIM=438.13
IE=436.63
INSTALL NDS
CATCH BASIN.
RIM=438.62
IE=436.00
%(1'
IE=430.23
INSTALL 6"
CLEANOUT.
RIM=437.73
IE=435.49
DRAINAGE SWALE,
SEE DETAIL THIS SHEET
DRAINAGE SWALE,
SEE DETAIL THIS SHEET
INSTALL NDS
CATCH BASIN.
RIM=426.62
IE=424.46
INSTALL 6" WYE
IE=436.53
INSTALL 6" WYE
IE=435.49
INSTALL 6" WYE
IE=431.47
%(1'
%(1'
BF
3/4" PEX-a LINE
INSTALL 6"
CLEANOUT.
RIM=432.51
IE=430.50
%(1'
IE=424.50
Construction Documents
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6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
SW HAWK RIDGE RD
EXPIRES: JUNE 30, 2016
SW
SW
H
U
D
S
O
N
A
V
E
SW
P
E
A
C
E
A
V
E
SW DANUBE DR
SW S
E
I
N
E
D
R
SW THAMES LN
SW
1
5
0
T
H
A
V
E
MIS
S
O
U
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E
3/21/2016
NOTES:
1.ALL PRIVATE STORM LINE TO BE PVC SCHEDULE 80
UNLESS OTHERWISE NOTED.
2.INSTALL PRIVATE DRAINAGE SYSTEM 18" BELOW FINISH
GRADE.
3.CONTRACTOR TO AVOID PUNCTURING CONTAMINATED
SOIL LINER 2' DEEP BELOW SURFACE, IN AREAS OUTSIDE
OF DESIGNATED CUT AREAS. CONTRACTOR TO
COORDINATE WITH PROJECT ENGINEER AND SURVEYOR
TO LOCATE CUT AREAS AND NEW SOIL REMEDIATION FILL
AREAS.
4.DRINKING FOUNTAIN SUPPLY TO USE PEX-a POTABLE
WATER DISTRIBUTION. ALL COMPONENTS AND FITTING
MUST BE LEAD-FREE PRODUCTS PER STATE CODE AND
REGULATIONS.
NTS
16
+
0
0
1+00
2
.
5
0
%
2.50%
2.50%
2
.
5
0
%
2.03%
6
.
6
0
%
2.03%
5
.
0
0
%
SW DANUBE DRIVE
SW
1
5
0
T
H
A
V
E
(
C
.
R
.
N
O
.
3
7
8
)
C4
C3
5.00'
5.00'
5.17'
SW 480.52
SW 480.46
TC 480.72
FL 480.22
TC 480.66
FL 480.16
SW 480.42
SW 480.51
TC 481.38
FL 480.88
TC 481.28
FL 480.78
SW 481.32
SW 481.22
5.19'
SW 481.29
SW 481.39
5.00'
2.00%
8.
0
0
%
1.
4
0
%
1.34%
8.
0
0
%
2.
0
0
%
SW 484.51
12.
7
4
%
SW 480.76
7.05%
SW 480.86
4.20%
SW 480.63
SW 480.73
6.00'
5.00'
6.00'
SW 484.39
SW 480.92
SW 480.82
48
0
.
6
9
PC
48
0
.
8
5
(H
P
)
1
/
4
480
.
5
1
1/
2
480.0
1
3/4
479.44PT
20
+
0
0
1+00
4
6
2
.
2
3
P
T
4
6
2
.
6
8
3
/
4
463
.
6
7
1/4
464.49PC
46
1
.
9
7
PC 46
2
.
0
9
1/
4
462
.
1
5
(H
P
)
1
/
2
461.9
1
3/4
461.53PT
SW
1
5
0
T
H
A
V
E
(
C
.
R
.
N
O
.
3
7
8
)
SW HAWK RIDGE ROAD
2.50%
3.
9
1
%
2.
5
0
%
1.12%
2.50%
4.
6
0
%
2.
5
0
%
4
6
3
.
2
0
1
/
2 C2
C1
SW 463.04
SW 463.17
5.00'
0.95%
8
.
3
3
%
TC 463.21
FL 462.71
TC 463.11
FL 462.61
2
.
0
0
%
SW 462.99
SW 463.07
SW 461.88
7.21%
8.
3
3
%
SW 461.68
6.00'
10.00'
SW 465.46 SW 465.34ED
G
E
O
F
VA
U
L
T
CURB RETURN TABLE
CURVE
C1
C2
C3
C4
LENGTH
44.79'
49.41'
47.12'
47.12'
RADIUS
30.00'
30.00'
30.00'
30.00'
DELTA
CHORD
40.74'
44.01'
42.43'
42.43'
BEARING
6
(
6
:
6
(
1
(
START STATION END STATION
15+45.70, 231.77' R (150TH AVE)
16+35.03, 22.00' R (150TH AVE)
20+03.03, 5.58' R (150TH AVE)
19+17.60, 22.00' R (150TH AVE)1+55.50, 14.00' R (HAWK RIDGE RD)
1+32.63, 10.00' L (HAWK RIDGE RD)
1+52.00, 14.00' L (DANUBE DR)
3+61.77, 15.34' R (DANUBE DR)
455
460
470
455
460
470
0+10 0+90
0.50%
-3.91%
-2.13%-3.50%
1.11%PV
I
S
T
A
=
0
+
4
7
.
3
9
(
1
/
2
)
H
P
EL
E
V
=
4
6
2
.
1
5
PV
I
S
T
A
=
0
+
5
8
.
6
4
(
3
/
4
)
EL
E
V
=
4
6
1
.
9
1
PV
I
S
T
A
=
0
+
6
9
.
4
2
(
P
T
)
EL
E
V
=
4
6
1
.
5
3
PV
I
S
T
A
=
0
+
6
9
.
4
2
(
P
T
)
EL
E
V
=
4
6
1
.
5
3
PV
I
S
T
A
=
0
+
2
5
.
0
0
(
P
C
)
EL
E
V
=
4
6
1
.
9
7
PV
I
S
T
A
=
0
+
3
6
.
2
0
(
1
/
4
)
EL
E
V
=
4
6
2
.
0
9
EXISTING GROUND @
TOP OF CURB
FINISHED GROUND @
TOP OF CURB
SW HAWK RIDGE
SW 150TH1.12%
458
460
470
458
460
470
0+100+90
PV
I
S
T
A
=
0
+
3
6
.
5
9
(
1
/
4
)
EL
E
V
=
4
6
3
.
6
7
PV
I
S
T
A
=
0
+
7
3
.
6
4
(
P
T
)
EL
E
V
=
4
6
2
.
2
3
PV
I
S
T
A
=
0
+
2
4
.
2
4
(
P
C
)
EL
E
V
=
4
6
4
.
4
9
PV
I
S
T
A
=
0
+
5
3
.
5
3
EL
E
V
=
4
6
3
.
1
1
EN
D
R
A
M
P
PV
I
S
T
A
=
0
+
6
1
.
2
9
(
3
/
4
)
EL
E
V
=
4
6
2
.
6
8
PV
I
S
T
A
=
0
+
4
8
.
5
2
EL
E
V
=
4
6
3
.
2
1
BE
G
I
N
R
A
M
P
PV
I
S
T
A
=
0
+
4
8
.
9
4
(
1
/
2
)
EL
E
V
=
4
6
3
.
2
0
EXISTING GROUND @
TOP OF CURB
FINISHED GROUND @
TOP OF CURB
SW HAWK RIDGE
SW 150TH
-6.60%
-3.62%-0.95%
-4.60%
-2.00%-5.61%
-3.88%
-2.00%
EXISTING GROUND @
TOP OF CURB
FINISHED GROUND @
TOP OF CURB
SW DANUBE
SW 150TH
475
480
490
475
480
490
0+00 1+00
1.34%-2.86%-4.25%
-4.84%
-5.00%
2.03%
1.34%
PV
I
S
T
A
=
0
+
3
6
.
7
8
(
1
/
4
)
EL
E
V
=
4
8
0
.
8
5
PV
I
S
T
A
=
0
+
4
8
.
5
6
(
1
/
2
)
EL
E
V
=
4
8
0
.
5
1
PV
I
S
T
A
=
0
+
6
0
.
3
4
(
3
/
4
)
EL
E
V
=
4
8
0
.
0
1
PV
I
S
T
A
=
0
+
7
2
.
1
2
EL
E
V
=
4
7
9
.
4
4
PV
I
S
T
A
=
0
+
2
2
.
5
0
(
G
B
1
)
EL
E
V
=
4
8
0
.
6
6
PV
I
S
T
A
=
0
+
2
5
.
0
0
(
P
C
)
EL
E
V
=
4
8
0
.
6
9
478
480
490
478
480
490
0+100+90
-7.58%
-7.06%
-7.38%
-5.11%-2.00%
PV
I
S
T
A
=
0
+
2
0
.
1
3
(
P
C
)
EL
E
V
=
4
8
4
.
2
9
PV
I
S
T
A
=
0
+
5
5
.
4
8
(
1
/
4
)
EL
E
V
=
4
8
1
.
7
0
PV
I
S
T
A
=
0
+
3
1
.
9
1
(
3
/
4
)
EL
E
V
=
4
8
3
.
4
6
PV
I
S
T
A
=
0
+
4
3
.
6
9
(
1
/
2
)
EL
E
V
=
4
8
2
.
5
9
PV
I
S
T
A
=
0
+
6
1
.
7
7
EL
E
V
=
4
8
1
.
3
8
PV
I
S
T
A
=
0
+
6
7
.
2
6
(
P
T
)
EL
E
V
=
4
8
1
.
2
7
EXISTING GROUND @
TOP OF CURB
FINISHED GROUND @
TOP OF CURB
-6.60%
SW 150TH
-2.03%
SW DANUBE
Construction Documents
N:
\
p
r
o
j
\
3
9
5
-
0
3
1
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
3
9
5
0
3
1
.
(
C
R
1
)
C
U
R
B
.
d
w
g
-
S
H
E
E
T
:
CR
1
Ma
r
.
2
1
,
1
6
-
1:
5
7
P
M
ky
l
e
6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
EXPIRES: JUNE 30, 2016
3/21/2016
HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4'
HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4'
HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4'
HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4'
3+00
47
4
.
5
3
1/
4
474
.
9
8
1/2
475.2
8
3/4
475.28PT 2.50%
2.
0
9
%
6.95%
2.
5
0
%
47
3
.
9
9
PC
475.89PC
476.
2
8
1/4
4
7
7
.
4
8
3
/
4
4
7
6
.
8
8
1
/
2
4
7
8
.
0
8
P
T
SW DANUBE DRIVE
SW
PE
A
C
E
A
V
E
N
U
E
475.35
HP
2.
5
0
%
5.00%
2.
0
9
%
C6C5
TC 475.33
FL 474.83
SW 475.22
TC 475.28
FL 474.78
8.00%
1
.
0
0
%
SW 475.27
SW 475.37
SW 475.32
5.00'
5.00'
2.
0
0
%
SW 475.38
2.
0
0
%
SW 475.19
3
.
0
0
%
SW 475.09
FL 475.39
SW 475.84
5.00'
8.00%2.00
%
SW 475.94
2.
0
0
%
SW 475.99
SW 475.94
SW 478.2912.2
7
%
5.00'
SW 475.91
2.
6
7
%
SW 476.01
SW 478.19
2.50%
FL 475.49
3+00
10
+
0
0
SW
PE
A
C
E
A
V
E
N
U
E
SW HAWK RIDGE ROAD
459.89PC
459.
6
9
1/4
4
5
9
.
5
0
1
/
2
4
5
9
.
1
5
3
/
4
4
5
8
.
8
1
P
T
46
0
.
9
9
PC
46
0
.
7
8
1/
4
460
.
4
9
1/2
460.2
9
3/4
459.99PT
2.
5
0
%
2.
5
0
%
3.60%1.10%
2.50%
2.50%
C8C7
1.
5
0
%
2.0
0
%
SW 459.13
FL 459.02
10.00'
5.00'
FL 459.23
SW 459.08
SW 459.28
1.
0
0
%
SW 459.30
SW 459.08
1.
0
0
%
0.50%
SW 459.28
10.00'
SW 460.42
8.
0
0
%
SW 460.32
FL 459.98
FL 459.77
1.00
%
1.00
%
SW 460.02
SW 459.83
SW 460.07
SW 459.88
7.99%
SW 461.21
SW 460.23
5
.
2
2
%
SW 460.13
SW 461.31
460.02PVI 1
2.
0
0
%
2.
0
0
%
2.
0
0
%
(LP) FL 459.49
CURB RETURN TABLE
CURVE
C5
C6
C7
C8
LENGTH
39.27'
39.27'
39.19'
39.35'
RADIUS
25.00'
25.00'
25.00'
25.00'
DELTA
CHORD
35.36'
35.36'
35.30'
35.41'
BEARING
6
(
1
(
6
:
1
:
START STATION END STATION
3+01.00, 14.00' L (DANUBE DR)
2+23.00, 14.00' L (DANUBE DR)
13+35.86, 14.00' L (PEACE AVE)
13+35.86, 14.00' R (PEACE AVE)
10+45.60, 14.00' R (PEACE AVE)
10+45.36, 14.00' L (PEACE AVE)3+01.11, 14.00' R (HAWK RIDGE RD)
2+23.11, 14.00' R (HAWK RIDGE RD)
470
480
470
480
0+35 1+00 1+10
PV
I
S
T
A
=
0
+
5
0
.
0
0
(
P
C
)
EL
E
V
=
4
7
3
.
9
9
PV
I
S
T
A
=
0
+
5
9
.
8
2
(
1
/
4
)
EL
E
V
=
4
7
4
.
5
3
PV
I
S
T
A
=
0
+
6
9
.
6
3
(
1
/
2
)
EL
E
V
=
4
7
4
.
9
8
PV
I
S
T
A
=
0
+
7
9
.
4
5
(
3
/
4
)
EL
E
V
=
4
7
5
.
2
8
PV
I
S
T
A
=
0
+
8
2
.
4
0
EL
E
V
=
4
7
5
.
3
5
HI
G
H
P
O
I
N
T
PV
I
S
T
A
=
0
+
8
4
.
2
4
EL
E
V
=
4
7
5
.
3
3
EN
D
R
A
M
P
PV
I
S
T
A
=
0
+
8
9
.
2
7
EL
E
V
=
4
7
5
.
2
8
6.95%
5.45%
4.64%3.00%2.50%-2.09%-1.00%
EXISTING GROUND @
TOP OF CURB
FINISHED GROUND @
TOP OF CURB
SW PEACE
SW DANUBE
470
480
490
470
480
490
0+35 1+00 1+10
6.10%
6.10%
6.10%
5.00%
2.09%2.00%6.10%
PV
I
S
T
A
=
0
+
6
9
.
6
3
(
1
/
2
)
EL
E
V
=
4
7
6
.
8
8
PV
I
S
T
A
=
0
+
7
9
.
4
5
(
3
/
4
)
EL
E
V
=
4
7
7
.
4
8
PV
I
S
T
A
=
0
+
8
9
.
2
7
(
P
T
)
EL
E
V
=
4
7
8
.
0
8
PV
I
S
T
A
=
0
+
5
0
.
0
0
(
P
C
)
EL
E
V
=
4
7
5
.
8
9
BE
G
I
N
R
A
M
P
PV
I
S
T
A
=
0
+
5
5
.
0
3
EL
E
V
=
4
7
5
.
9
9
EN
D
R
A
M
P
PV
I
S
T
A
=
0
+
5
9
.
8
2
(
1
/
4
)
EL
E
V
=
4
7
6
.
2
8
EXISTING GROUND @
TOP OF CURB
FINISHED GROUND @
TOP OF CURB
SW DANUBE
SW PEACE
450
460
470
450
460
470
0+351+001+10
PV
I
S
T
A
=
0
+
7
9
.
3
9
(
3
/
4
)
EL
E
V
=
4
5
9
.
1
5
PV
I
S
T
A
=
0
+
8
9
.
1
9
(
P
T
)
EL
E
V
=
4
5
8
.
8
1
PV
I
S
T
A
=
0
+
5
8
.
0
7
EL
E
V
=
4
5
9
.
7
3
BE
G
I
N
R
A
M
P
PV
I
S
T
A
=
0
+
5
9
.
8
0
(
1
/
4
)
EL
E
V
=
4
5
9
.
6
9
PV
I
S
T
A
=
0
+
6
8
.
3
5
EL
E
V
=
4
5
9
.
5
2
EN
D
R
A
M
P
PV
I
S
T
A
=
0
+
6
9
.
6
0
(
1
/
2
)
EL
E
V
=
4
5
9
.
5
0
PV
I
S
T
A
=
0
+
4
5
.
3
4
(
P
V
I
1
)
EL
E
V
=
4
6
0
.
0
2
PV
I
S
T
A
=
0
+
5
0
.
0
0
(
P
C
)
EL
E
V
=
4
5
9
.
8
9
EXISTING GROUND @
TOP OF CURB
FINISHED GROUND @
TOP OF CURB
SW PEACE
SW HAWK RIDGE -3.50%
-3.52%
-3.60%
-2.00%-2.00%-2.00%-2.00%-2.81%-2.00%
455
460
470
455
460
470
0+351+001+10
EXISTING GROUND @
TOP OF CURB
FINISHED GROUND @
TOP OF CURB
SW HAWK RIDGE
SW PEACE
PV
I
S
T
A
=
0
+
6
9
.
6
7
(
1
/
2
)
EL
E
V
=
4
6
0
.
4
9
PV
I
S
T
A
=
0
+
5
0
.
0
0
(
P
C
)
EL
E
V
=
4
6
0
.
9
9
PV
I
S
T
A
=
0
+
5
9
.
8
4
(
1
/
4
)
EL
E
V
=
4
6
0
.
7
8
PV
I
S
T
A
=
0
+
7
0
.
2
9
EL
E
V
=
4
6
0
.
4
8
BE
G
I
N
R
A
M
P
PV
I
S
T
A
=
0
+
7
9
.
5
1
(
3
/
4
)
EL
E
V
=
4
6
0
.
2
9
PV
I
S
T
A
=
0
+
8
0
.
3
6
EL
E
V
=
4
6
0
.
2
7
EN
D
R
A
M
P
PV
I
S
T
A
=
0
+
8
9
.
3
5
(
P
T
)
EL
E
V
=
4
5
9
.
9
9
PV
I
S
T
A
=
0
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LO
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-3.00%
-1.10%-2.10%
-2.00%-2.00%-2.00%-3.17%-0.25%0.27%
Construction Documents
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POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
EXPIRES: JUNE 30, 2016
3/21/2016
HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4'
HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4'
HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4'
HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4'
5+00
SW DANUBE DRIVE
SW
H
U
D
S
O
N
AV
E
N
U
E
1.10
%
2.
5
0
%
2.
5
0
%
3.50%
2.50%
2.
9
1
%
2.50%
2.
9
1
%
46
2
.
0
9
PC
462
.
1
7
1/4
462.
1
3
1/2
461.99
3/4
461.84PT
4
6
3
.
6
6
P
T
4
6
3
.
2
1
3
/
4
4
6
2
.
4
7
1
/
2
461
.
8
0
1/4
461.53PC
C9
C10
461.67PVI 1
461.57PVI 2
FL 461.07
FL 461.17
SW 461.47
SW 461.57
SW 461.62
SW 461.72
SW 461.57
SW 461.61
FL 461.65
FL 461.67
SW 462.07
SW 462.19
SW 462.29
SW 462.17
SW 462.05
SW 462.15
2.00%
3.
5
6
%
1.
8
8
%
2
.
0
0
%
8.00%
8.0
0
%
2.
2
6
%
1.8
6
%
7.
5
0
%
FL 461.03
SW 461.43
SW 461.53
FL 461.13
461.13PVI
SW 461.53
SW 461.63
3.
3
3
%
SW 461.53
SW 461.58
SW 464.57
SW 464.47
2.0
0
%8.00%
8.00%
8.00%
8.0
0
%
FL 461.80
FL 461.72
SW 462.12
SW 462.20
SW 462.30
SW 462.22
SW 462.27
SW 462.37
SW 462.52
SW 462.62
2.
0
0
%
8.
0
0
%
6.40%
5.00
%
5+00
6+00
10
+
0
0
SW HAWK RIDGE ROAD
SW
H
U
D
S
O
N
AV
E
N
U
E
2.
5
0
%
7.80%
2.
5
0
%
3.80%
2.50%
2.
0
0
%
450.38PC
450
.
1
8
1/4
4
4
9
.
9
3
1
/
2
4
4
9
.
0
7
3
/
4
4
4
8
.
1
1
P
T
450.52PT
450.6
9
3/4
451
.
0
7
1/2
45
1
.
7
8
1/
4
45
2
.
6
7
PC
C11
C12
450.60PVI 1
4
5
0
.
0
2
P
V
I
2
FL 449.72
FL 449.52SW 449.57
SW 449.77
SW 449.53
SW 449.72
SW 450.70SW 450.80
5.
6
3
%
2.
0
0
%
8.33%
(LP)FL 449.99
2.50%
2.
0
0
%
SW 448.03
SW 448.23
SW 439.63
SW 439.83
8.39%
6.24%
FL 450.31
FL 450.51
SW 452.95
SW 450.81
SW 450.71
SW 450.81
SW 450.91
SW 450.62
SW 450.72
SW 454.00
7.93%
SW 454.20
7.44%
2.00
%
8.00
%
2.
9
0
%
4+71.91, 14.00' L (DANUBE DR)
5+38.96, 14.00' L (DANUBE DR)
CURB RETURN TABLE
CURVE
C9
C10
C11
C12
LENGTH
30.39'
39.97'
39.19'
39.35'
RADIUS
25.00'
25.00'
25.00'
25.00'
DELTA
CHORD
28.56'
35.85'
35.30'
35.41'
BEARING
6
(
1
(
6
:
1
:
START STATION END STATION
4+73.11, 14.00' R (HAWK RIDGE RD)
5+51.11, 14.00' R (HAWK RIDGE RD)
10+39.12, 14.00' R (HUDSON AVE)
10+38.88, 14.00' L (HUDSON AVE)
13+45.38, 14.00' L (HUDSON AVE)
13+30.25, 14.00' R (HUDSON AVE)
445
450
460
470
445
450
460
470
0+35 1+00 1+05
-0.45%-1.94%-2.00%1.10%1.04%-2.00%-2.00%-2.91%
PV
I
S
T
A
=
0
+
6
5
.
2
0
(
1
/
2
)
EL
E
V
=
4
6
2
.
1
3
PV
I
S
T
A
=
0
+
7
2
.
8
0
(
3
/
4
)
EL
E
V
=
4
6
1
.
9
9
PV
I
S
T
A
=
0
+
8
0
.
3
9
(
P
T
)
EL
E
V
=
4
6
1
.
8
4
PV
I
S
T
A
=
0
+
5
0
.
0
0
(
P
C
)
EL
E
V
=
4
6
2
.
0
9
PV
I
S
T
A
=
0
+
5
7
.
6
0
(
1
/
4
)
EL
E
V
=
4
6
2
.
1
7
PV
I
S
T
A
=
0
+
8
8
.
5
2
(
P
V
I
1
)
EL
E
V
=
4
6
1
.
6
7
PV
I
S
T
A
=
0
+
9
3
.
5
2
(
P
V
I
2
)
EL
E
V
=
4
6
1
.
5
7
EXISTING GROUND @
TOP OF CURB
FINISHED GROUND @
TOP OF CURB
SW HUDSON
SW DANUBE
450
460
470
450
460
470
0+35 1+00 1+10
2.91%
6.66%
7.40%
4.50%
3.50%
2.00%3.50%
PV
I
S
T
A
=
0
+
5
0
.
0
0
(
P
C
)
EL
E
V
=
4
6
1
.
5
3
PV
I
S
T
A
=
0
+
6
9
.
9
8
(
1
/
2
)
EL
E
V
=
4
6
2
.
4
7
PV
I
S
T
A
=
0
+
7
9
.
9
8
(
3
/
4
)
EL
E
V
=
4
6
3
.
2
1
PV
I
S
T
A
=
0
+
8
9
.
9
7
(
P
T
)
EL
E
V
=
4
6
3
.
6
6
PV
I
S
T
A
=
0
+
5
5
.
0
3
(
P
V
I
)
EL
E
V
=
4
6
1
.
6
3
PV
I
S
T
A
=
0
+
5
9
.
9
9
(
1
/
4
)
EL
E
V
=
4
6
1
.
8
0
EXISTING GROUND @
TOP OF CURB
FINISHED GROUND @
TOP OF CURB
SW DANUBE
SW HUDSON
445
450
460
445
450
460
0+301+001+10
-8.74%
-9.80%
-7.80%
-2.00%-5.26%
-2.00%-2.00%-2.00%
PV
I
S
T
A
=
0
+
7
9
.
3
9
(
3
/
4
)
EL
E
V
=
4
4
9
.
0
7
PV
I
S
T
A
=
0
+
8
9
.
1
9
(
P
T
)
EL
E
V
=
4
4
8
.
1
1
PV
I
S
T
A
=
0
+
6
7
.
7
8
(
P
V
I
2
)
EL
E
V
=
4
5
0
.
0
2
PV
I
S
T
A
=
0
+
6
9
.
6
0
(
1
/
2
)
EL
E
V
=
4
4
9
.
9
3
PV
I
S
T
A
=
0
+
3
8
.
9
0
(
P
V
I
1
)
EL
E
V
=
4
5
0
.
6
0
PV
I
S
T
A
=
0
+
5
0
.
0
0
(
P
C
)
EL
E
V
=
4
5
0
.
3
8
PV
I
S
T
A
=
0
+
5
9
.
8
0
(
1
/
4
)
EL
E
V
=
4
5
0
.
1
8
EXISTING GROUND @
TOP OF CURB
FINISHED GROUND @
TOP OF CURB
SW HUDSON
SW HAWK
R
I
D
G
E
445
450
460
445
450
460
0+351+001+10
FINISHED GROUND @
TOP OF CURB
EXISTING GROUND @
TOP OF CURB
SW HAWK RIDGE
SW HUDSON -8.05%
-3.80%
-8.25%
-2.00%-4.00%-3.25%-2.00%
-3.00%0.23%
PV
I
S
T
A
=
0
+
6
9
.
6
7
(
1
/
2
)
EL
E
V
=
4
5
1
.
0
7
PV
I
S
T
A
=
0
+
5
0
.
0
0
(
P
C
)
EL
E
V
=
4
5
2
.
6
7
PV
I
S
T
A
=
0
+
5
9
.
8
4
(
1
/
4
)
EL
E
V
=
4
5
1
.
8
6
PV
I
S
T
A
=
0
+
8
1
.
3
4
EL
E
V
=
4
5
0
.
8
1
BE
G
I
N
R
A
M
P
PV
I
S
T
A
=
0
+
8
9
.
3
5
(
P
T
)
EL
E
V
=
4
5
0
.
4
9
PV
I
S
T
A
=
0
+
7
1
.
2
7
EL
E
V
=
4
5
1
.
0
1
EN
D
R
A
M
P
PV
I
S
T
A
=
0
+
7
9
.
5
1
(
3
/
4
)
EL
E
V
=
4
5
0
.
8
5
PV
I
S
T
A
=
0
+
8
9
.
5
9
EL
E
V
=
4
5
0
.
4
9
LO
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Construction Documents
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P
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6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
EXPIRES: JUNE 30, 2016
3/21/2016
HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4'
HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4'
HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4'
HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4'
8
+
0
0
4+00
SW S
E
I
N
E
D
R
I
V
E
4
6
6
.
9
7
P
C
4
6
7
.
5
9
1
/
4
46
8
.
2
0
1/
2
468
.
4
2
(H
P
)
3
/
4
468.
3
7
PT
4
7
2
.
8
5
P
T
47
2
.
1
3
3/
4
471.01
1/2
470.04
1/4
469.
6
2
PC
5.00
%
4
.
3
0
%
6.50
%
2
.
5
0
%
2
.
5
0
%
8.90
%
4
.
3
0
%
C15
C16
5.00
%
469.7
2
PVI
4
7
2
.
5
9
P
V
I
SW 466.52
SW 466.59
SW 468.36
SW 468.39
TC 468.40
FL 467.90
10.18%
SW 468.31
TC 468.37
FL 467.87
SW 468.34
1.00
%
8.00
%
0
.
5
0
%
5.00'
SW 468.67
SW 468.57
6
.
2
0
%
TC 469.62
FL 469.12
TC 469.72
FL 469.22
TC 466.67
FL 466.17
TC 466.97
FL 466.47
SW 466.45
SW 466.52
1
.
4
0
%
5
.
7
0
%
SW 466.51
SW 466.61
2.13
%
SW 469.63
SW 469.70
SW 469.56
SW 469.63
8.00
%
1.40
%
SW 467.83
SW 467.93
8
.
2
4
%
SW 476.74
SW 476.64
12.1
0
%
TC 466.97
FL 466.47
TC 466.67
FL 466.17
SW 466.66
SW 466.61
8
.
0
0
%
1
.
9
0
%
SW 466.76
SW 466.71
12.8
4
%
SW 467.64
SW 467.54
SW 466.55
SW 466.45
3.30
%
1+
0
0
12+00
SW
S
E
I
N
E
D
R
I
V
E
SW THAMES LANE
49
5
.
4
5
1/
4
495
.
1
4
1/2
494.6
8
3/4
494.48PT
49
5
.
5
4
(H
P
)
P
C
494.53PC
494
.
7
2
1/4
4
9
5
.
6
5
3
/
4
4
9
5
.
2
9
1
/
2
4
9
6
.
1
2
P
T
2.50%
4.
8
0
%
0.50%
2.
5
0
%
2.50%
2.
5
0
%
1.40%
4.
8
0
%
SW THAMES COURT
C13
C14
SD
5.00'
SW 494.54SW 495.74
SW 494.47
SW 494.40
SW 494.47
TC 494.58
FL 494.08
TC 494.48
FL 493.98
1.40%7.64%
6.
6
3
%
SW 495.64
2
.
0
0
%
SW 494.40
2.
0
0
%
SW 494.30 SW 494.47
TC 494.53
FL 494.03
SW 494.54
TC 494.63
FL 494.13
SW 494.54
SW 494.61
8.00%
1.40%
SW 494.42
SW 494.52
1.
0
0
%
TC 495.27
FL 494.77
TC 495.37
FL 494.87
SW 494.93
SW 494.83
SW 494.88
8.2
6
%
1
.
0
0
%
SW 494.98
1
.
0
0
%
8.14%
SW 496.44
SW 496.34
2.
0
0
%
2.0
0
%
5.00'
5.00'
TC 495.87
FL 495.37 TC 495.92
FL 495.42
SW 495.79 SW 495.86
SW 495.93SW 495.86
1.
4
0
%
8.
0
0
%
5.75%
SW 496.16
SW 496.06
SW 495.85
SW 495.75
1.30%
7+88.70, 14.00' L (DANUBE DR)
7+88.70, 14.00' R (DANUBE DR)
CURB RETURN TABLE
CURVE
C13
C14
C15
C16
LENGTH
39.68'
38.99'
39.27'
39.27'
RADIUS
25.00'
25.00'
25.00'
25.00'
DELTA
CHORD
35.65'
35.16'
35.36'
35.36'
BEARING
1
:
6
:
1
:
6
:
START STATION END STATION
4+51.37, 14.00' L (SEINE DR)
3+73.37, 14.00' L (SEINE DR)
1+39.65, 14.00' R (SEINE DR)
1+38.57, 14.00' L (SEINE DR)12+71.71, 14.00' R (THAMES LN)
11+93.71, 14.00' R (THAMES LN)
485
490
500
485
490
500
0+35 1+00 1+10
0.50%-0.95%-3.12%-4.62%
-4.80%
-2.00%
PV
I
S
T
A
=
0
+
5
0
.
0
0
(
P
C
)
EL
E
V
=
4
9
5
.
5
4
PV
I
S
T
A
=
0
+
5
9
.
9
2
(
1
/
4
)
EL
E
V
=
4
9
5
.
4
5
PV
I
S
T
A
=
0
+
6
9
.
8
4
(
1
/
2
)
EL
E
V
=
4
9
5
.
1
4
PV
I
S
T
A
=
0
+
7
9
.
7
6
(
3
/
4
)
EL
E
V
=
4
9
4
.
6
8
PV
I
S
T
A
=
0
+
8
9
.
6
8
(
P
T
)
EL
E
V
=
4
9
4
.
4
8
EXISTING GROUND @
TOP OF CURB
FINISHED GROUND @
TOP OF CURB
SW HUDSON
SW COLORADO
480
490
500
480
490
500
0+35 1+00 1+10
4.80%
2.00%
4.86%1.40%
6.21%2.00%4.86%
EXISTING GROUND @
TOP OF CURB
FINISHED GROUND @
TOP OF CURB
SW HUDSON
SW COLORADO
PV
I
S
T
A
=
0
+
5
0
.
0
0
(
P
C
)
EL
E
V
=
4
9
4
.
5
3
PV
I
S
T
A
=
0
+
5
9
.
7
5
(
1
/
4
)
EL
E
V
=
4
9
4
.
7
2
PV
I
S
T
A
=
0
+
6
8
.
4
4
EL
E
V
=
4
9
5
.
2
6
PV
I
S
T
A
=
0
+
6
9
.
5
0
(
1
/
2
)
EL
E
V
=
4
9
5
.
2
9
PV
I
S
T
A
=
0
+
7
3
.
4
7
EL
E
V
=
4
9
5
.
3
7
PV
I
S
T
A
=
0
+
7
9
.
2
4
(
3
/
4
)
EL
E
V
=
4
9
5
.
6
5
PV
I
S
T
A
=
0
+
8
8
.
9
9
(
P
T
)
EL
E
V
=
4
9
6
.
1
2
460
470
480
460
470
480
0+35 1+00 1+10
6.50%
6.39%
6.18%
2.27%-0.50%
-4.30%
PV
I
S
T
A
=
0
+
5
0
.
0
0
(
P
C
)
EL
E
V
=
4
6
6
.
9
7
PV
I
S
T
A
=
0
+
5
9
.
8
2
(
1
/
4
)
EL
E
V
=
4
6
7
.
5
9
PV
I
S
T
A
=
0
+
6
9
.
6
3
(
1
/
2
)
EL
E
V
=
4
6
8
.
2
0
PV
I
S
T
A
=
0
+
7
9
.
4
5
(
3
/
4
)
EL
E
V
=
4
6
8
.
4
2
PV
I
S
T
A
=
0
+
8
9
.
2
7
(
P
T
)
EL
E
V
=
4
6
8
.
3
7
EXISTING GROUND @
TOP OF CURB
FINISHED GROUND @
TOP OF CURB
SW DANUBE
SW SEINE
460
470
480
460
470
480
0+35 1+00 1+10
4.30%
9.88%
11.45%
8.90%
2.00%6.60%
9.64%5.00%
PV
I
S
T
A
=
0
+
5
0
.
0
0
(
P
C
)
EL
E
V
=
4
6
9
.
6
2
PV
I
S
T
A
=
0
+
6
9
.
6
3
(
1
/
2
)
EL
E
V
=
4
7
1
.
0
1
PV
I
S
T
A
=
0
+
7
9
.
4
5
(
3
/
4
)
EL
E
V
=
4
7
2
.
1
3
PV
I
S
T
A
=
0
+
5
5
.
0
3
EL
E
V
=
4
6
9
.
7
2
PV
I
S
T
A
=
0
+
5
9
.
8
2
(
1
/
4
)
EL
E
V
=
4
7
0
.
0
4
PV
I
S
T
A
=
0
+
8
4
.
2
4
EL
E
V
=
4
7
2
.
5
9
PV
I
S
T
A
=
0
+
8
9
.
2
7
(
P
T
)
EL
E
V
=
4
7
2
.
8
5
EXISTING GROUND @
TOP OF CURB
FINISHED GROUND @
TOP OF CURB
SW SEINE
SW DANUBE
Construction Documents
N:
\
p
r
o
j
\
3
9
5
-
0
3
1
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
3
9
5
0
3
1
.
(
C
R
4
)
C
U
R
B
.
d
w
g
-
S
H
E
E
T
:
CR
4
Ma
r
.
2
1
,
1
6
-
2:
0
3
P
M
ky
l
e
6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
EXPIRES: JUNE 30, 2016
3/21/2016
HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4'
HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4'
HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4'HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4'
SW
M
I
S
S
O
U
R
I
P
L
A
C
E
5+
0
0
6+
0
0
7+00
8+00
SW
MI
S
S
O
U
R
I
A
V
E
N
U
E
SW SEINE DRIVE
45
7
.
9
3
PC
45
7
.
9
7
(H
P
)
1
/
4
457
.
8
6
1/2
457.5
7
3/4
457.37PT
4
5
8
.
6
5
P
T
4
5
8
.
4
7
3
/
4
45
8
.
2
3
1/
2
457.9
2
1/4
457.67PC
458.44PC
458
.
3
1
1/4
4
5
8
.
1
8
1
/
2
4
5
8
.
0
5
3
/
4
4
5
7
.
9
3
P
T
459.50PT
458
.
9
1
3/4
45
8
.
8
4
1/
2
45
8
.
9
2
1/
4
4
5
9
.
0
3
P
C
1.10%
2
.
5
0
%
1.00%
2.50%
2.
2
1
%
2.50%
7.
4
7
%
2.50%
3.
3
2
%
1.10%
2.
5
0
%
2.50%
2
.
5
0
%
1.00%
2.
3
6
%
2.
5
0
%
C18
C17
C19
C20
TC 458.89
FL 458.39
458
.
8
0
LP
FL 456.87
FL 456.97
SW 457.30SW 457.40
SW 457.27
SW 457.37
SW 457.37
SW 457.47
FL 457.43
SW 457.83
FL 457.46
SW 457.86
SW 457.93
SW 457.99
SW 458.09
5.33%
0.
6
0
%
2.00%8.00%
2.
0
0
%
8.
0
0
%
SW 457.96
3
.
8
9
%
457.55PVI 2
457.45PVI 1
FL 456.95
FL 457.05 SW 457.45
SW 457.35
SW 457.45
SW 458.55
SW 457.77
SW 457.87
SW 457.47
SW 457.574.
8
0
%
2.00%8.00%
6.
5
0
%
FL 457.43
FL 457.49
SW 457.99
SW 458.09
SW 457.87
SW 457.93
FL 457.91
SW 458.01
FL 457.75
FL 457.70
FL 458.34
SW 459.00
SW 459.10
SW 458.94
TC 458.07
SW 458.09
TC 458.04
8.
0
0
%
2.
0
0
%
5.33%
SW 458.16
SW 458.19
TC 458.38
SW 458.54
SW 458.11
SW 458.08
2.
0
0
%
8.
0
0
%
6.
3
3
%
5.
8
1
%
4.27%
1
.
0
0
%
SW 458.15
2
.
3
6
%
5.33
%
SW 458.59
2.00%
6.13%
SW 458.46
CURB RETURN TABLE
CURVE
C17
C18
C19
C20
LENGTH
39.27'
51.79'
39.27'
31.11'
RADIUS
25.00'
25.00'
25.00'
25.00'
DELTA
CHORD
35.36'
43.01'
35.36'
29.14'
BEARING
1
(
6
(
1
:
6
:
START STATION END STATION
7+88.28, 14.00' R (SEINE DR)
7+88.28, 14.00' L (SEINE DR)
7+21.66, 14.00' L (SEINE DR)
6+87.51, 14.00' R (SEINE DR)6+02.69, 14.00' R (MISSOURI AVE)
5+83.41, 14.00' L (MISSOURI AVE)
5+05.41, 14.00' L (MISSOURI AVE)
5+17.83, 14.00' R (MISSOURI AVE)
450
460
470
450
460
470
0+351+001+10
PV
I
S
T
A
=
0
+
5
0
.
0
0
(
P
C
)
EL
E
V
=
4
5
8
.
4
4
PV
I
S
T
A
=
0
+
5
9
.
8
2
(
3
/
4
)
EL
E
V
=
4
5
8
.
3
1
PV
I
S
T
A
=
0
+
7
9
.
4
5
(
3
/
4
)
EL
E
V
=
4
5
8
.
0
5
PV
I
S
T
A
=
0
+
8
9
.
2
7
(
P
T
)
EL
E
V
=
4
5
7
.
9
3
PV
I
S
T
A
=
0
+
6
4
.
2
8
EL
E
V
=
4
5
8
.
2
5
BE
G
I
N
R
A
M
P
PV
I
S
T
A
=
0
+
6
8
.
3
0
EL
E
V
=
4
5
8
.
2
0
EN
D
R
A
M
P
PV
I
S
T
A
=
0
+
6
9
.
6
3
(
1
/
2
)
EL
E
V
=
4
5
8
.
1
8
EXISTING GROUND @
TOP OF CURB
FINISHED GROUND @
TOP OF CURB SW MISSOURI
SW SEINE -2.21%-1.31%-1.31%-1.31%-1.10%
-1.31%-1.31%
450
460
470
450
460
470
0+351+001+20
-1.00%-0.83%4.55%
7.47%
-0.54%1.82%-0.65%
PV
I
S
T
A
=
0
+
5
0
.
0
0
(
P
C
)
EL
E
V
=
4
5
9
.
0
3
PV
I
S
T
A
=
0
+
6
2
.
9
5
(
1
/
4
)
EL
E
V
=
4
5
8
.
9
2
PV
I
S
T
A
=
1
+
0
1
.
7
9
(
P
T
)
EL
E
V
=
4
5
9
.
5
0
PV
I
S
T
A
=
0
+
8
2
.
8
1
(
L
P
)
EL
E
V
=
4
5
8
.
8
0
PV
I
S
T
A
=
0
+
8
8
.
8
4
(
3
/
4
)
EL
E
V
=
4
5
8
.
9
1
PV
I
S
T
A
=
0
+
7
5
.
9
0
(
1
/
2
)
EL
E
V
=
4
5
8
.
8
4
EXISTING GROUND @
TOP OF CURBFINISHED GROUND @
TOP OF CURB
SW SEINE
SW MIS
S
O
U
R
I
450
460
450
460
0+35 1+00 1+05
1.10%0.50%-1.15%-2.99%-2.00%-3.32%
PV
I
S
T
A
=
0
+
5
0
.
0
0
(
P
C
)
EL
E
V
=
4
5
7
.
9
3
PV
I
S
T
A
=
0
+
5
9
.
8
2
(
1
/
4
)
EL
E
V
=
4
5
7
.
9
7
PV
I
S
T
A
=
0
+
6
9
.
6
3
(
1
/
2
)
EL
E
V
=
4
5
7
.
8
6
PV
I
S
T
A
=
0
+
7
9
.
4
5
(
3
/
4
)
EL
E
V
=
4
5
7
.
5
7
PV
I
S
T
A
=
0
+
8
9
.
2
7
(
P
T
)
EL
E
V
=
4
5
7
.
3
7
EXISTING GROUND @
TOP OF CURB
FINISHED GROUND @
TOP OF CURB
SW MISSOURI
SW SEINE
450
460
470
450
460
470
0+30 1+00
3.25%3.96%3.17%2.22%1.00%
3.32%2.00%2.36%
PV
I
S
T
A
=
0
+
5
7
.
7
8
(
1
/
4
)
EL
E
V
=
4
5
7
.
9
2
PV
I
S
T
A
=
0
+
6
5
.
5
5
(
1
/
2
)
EL
E
V
=
4
5
8
.
2
3
PV
I
S
T
A
=
0
+
7
3
.
3
3
(
3
/
4
)
EL
E
V
=
4
5
8
.
4
7
PV
I
S
T
A
=
0
+
8
1
.
1
1
(
P
T
)
EL
E
V
=
4
5
8
.
6
5
PV
I
S
T
A
=
0
+
4
0
.
0
8
(
P
V
I
1
)
EL
E
V
=
4
5
7
.
4
5
PV
I
S
T
A
=
0
+
4
5
.
0
8
(
P
V
I
2
)
EL
E
V
=
4
5
7
.
5
5
PV
I
S
T
A
=
0
+
5
0
.
0
0
(
P
C
)
EL
E
V
=
4
5
7
.
6
7
EXISTING GROUND @
TOP OF CURB
FINISHED GROUND @
TOP OF CURB
SW SEINE
SW MISSOURI
Construction Documents
N:
\
p
r
o
j
\
3
9
5
-
0
3
1
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
3
9
5
0
3
1
.
(
C
R
5
)
C
U
R
B
.
d
w
g
-
S
H
E
E
T
:
CR
5
Ma
r
.
2
1
,
1
6
-
2:
0
5
P
M
ky
l
e
6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
EXPIRES: JUNE 30, 2016
3/21/2016
HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4'HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4'
HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4'HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4'
SW MISSISSIPPI COURT
7+
0
0
2+00
SW
M
I
S
S
O
U
R
I
P
L
A
C
E
46
5
.
4
0
1/
4
465
.
0
9
1/2
464.6
3
3/4
464.29PT
46
5
.
6
0
PC
464.29PC
464.
6
3
1/4
4
6
5
.
4
0
3
/
4
4
6
5
.
0
9
1
/
2
4
6
5
.
6
0
P
T
2.50%
2.
5
0
%
1.00%
2.
5
0
%
2.50%
2.
5
0
%
1.00%
2.
5
0
%
C22
C21
10+75.73, 14.00' R (HAWK RIDGE RD)
11+53.73, 14.00' R (HAWK RIDGE RD)
CURB RETURN TABLE
CURVE
C21
C22
C23
C24
LENGTH
39.27'
39.27'
39.27'
39.27'
RADIUS
25.00'
25.00'
25.00'
25.00'
DELTA
CHORD
35.36'
35.36'
35.36'
35.36'
BEARING
1
:
6
:
1
(
6
(
START STATION END STATION
1+86.11, 13.00' L (MISSISSIPPI CT)
2+64.11, 13.00' L (MISSISSIPPI CT)6+77.63, 14.00' L (MISSOURI AVE)
6+77.63, 14.00' R (MISSOURI AVE)
1+39.00, 14.00' L (MISSOURI AVE)
1+39.00, 14.00' R (MISSOURI AVE)
11+001+
0
0
SW HAWK RIDGE ROAD
SW
MI
S
S
O
U
R
I
A
V
E
N
U
E
425.50(LP)PC
425.
7
7
1/4
4
2
5
.
9
3
1
/
2
4
2
6
.
0
8
3
/
4
4
2
6
.
1
9
P
T
425.50(LP)PT
425.5
9
3/4
425
.
6
9
1/2
42
5
.
7
8
1/
4
42
5
.
8
8
PC
2.
5
0
%
0.90%
2.
5
0
%
0.10%
2.50%
1.
8
3
%
2.50%
1.
8
3
%
C23
C24
SW 425.84
FL 425.41
FL 425.24
SW 426.02
SW 425.94
SW 426.12
SW 425.60
SW 425.70
SW 425.71
SW 425.81
2.00
%
8.
3
3
%
4.16
%
FL 425.16
FL 425.07
SW 425.79
SW 425.89
SW 425.34
SW 425.29
SW 425.17
SW 425.70
SW 425.80
7.
3
0
%
2.00
%
7.
8
0
%
425
.
7
4
PVI
460
470
460
470
0+35 1+00 1+10
-1.00%-2.00%-3.20%-4.62%
-3.50%
-2.50%
PV
I
S
T
A
=
0
+
5
0
.
0
0
EL
E
V
=
4
6
5
.
6
0
PV
I
S
T
A
=
0
+
5
9
.
8
2
EL
E
V
=
4
6
5
.
4
0
PV
I
S
T
A
=
0
+
6
9
.
6
3
EL
E
V
=
4
6
5
.
0
9
PV
I
S
T
A
=
0
+
7
9
.
4
5
EL
E
V
=
4
6
4
.
6
3
PV
I
S
T
A
=
0
+
8
9
.
2
7
EL
E
V
=
4
6
4
.
2
9
EXISTING GROUND @
TOP OF CURB
FINISHED GROUND @
TOP OF CURB
SW MISSOURI
SW MISSISSIPPI
460
470
480
460
470
480
0+30 1+00 1+10
2.50%3.50%4.71%3.20%2.00%1.00%
PV
I
S
T
A
=
0
+
5
0
.
0
0
(
P
C
)
EL
E
V
=
4
6
4
.
2
9
PV
I
S
T
A
=
0
+
5
9
.
8
2
(
1
/
4
)
EL
E
V
=
4
6
4
.
6
3
PV
I
S
T
A
=
0
+
6
9
.
6
3
(
1
/
2
)
EL
E
V
=
4
6
5
.
0
9
PV
I
S
T
A
=
0
+
7
9
.
4
5
(
3
/
4
)
EL
E
V
=
4
6
5
.
4
0
PV
I
S
T
A
=
0
+
8
9
.
2
7
(
P
T
)
EL
E
V
=
4
6
5
.
6
0
EXISTING GROUND @
TOP OF CURB
FINISHED GROUND @
TOP OF CURB
SW MISSISSIPPI
SW MISSOURI
420
430
420
430
0+351+001+10
-1.83%1.63%1.15%0.90%1.46%2.91%1.99%
PV
I
S
T
A
=
0
+
5
0
.
0
0
(
P
C
)
L
P
EL
E
V
=
4
2
5
.
5
0
PV
I
S
T
A
=
0
+
6
9
.
7
4
(
1
/
2
)
EL
E
V
=
4
2
5
.
9
3
PV
I
S
T
A
=
0
+
8
9
.
3
7
(
P
T
)
EL
E
V
=
4
2
6
.
1
9
PV
I
S
T
A
=
0
+
7
9
.
5
6
(
3
/
4
)
EL
E
V
=
4
2
6
.
0
8
PV
I
S
T
A
=
0
+
5
8
.
2
6
(
P
V
I
)
EL
E
V
=
4
2
5
.
7
4
PV
I
S
T
A
=
0
+
5
9
.
9
2
(
1
/
4
)
EL
E
V
=
4
2
5
.
7
7
EXISTING GROUND @
TOP OF CURB
FINISHED GROUND @
TOP OF CURB
SW MISSOURI
SW HAWK RIDGE
420
430
420
430
0+351+001+10
-0.10%-0.96%-0.96%-0.96%-0.94%1.83%
PV
I
S
T
A
=
0
+
5
0
.
0
0
(
P
C
)
EL
E
V
=
4
2
5
.
8
8
PV
I
S
T
A
=
0
+
5
9
.
8
2
(
1
/
4
)
EL
E
V
=
4
2
5
.
7
8
PV
I
S
T
A
=
0
+
6
9
.
6
3
(
1
/
2
)
EL
E
V
=
4
2
5
.
6
9
PV
I
S
T
A
=
0
+
7
9
.
4
5
(
3
/
4
)
EL
E
V
=
4
2
5
.
5
9
PV
I
S
T
A
=
0
+
8
9
.
2
7
(
P
T
)
EL
E
V
=
4
2
5
.
5
0
EXISTING GROUND @
TOP OF CURBFINISHED GROUND @
TOP OF CURB
SW HAWK RIDGESW MISSOURI
Construction Documents
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P
M
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6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
EXPIRES: JUNE 30, 2016
3/21/2016
HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4'
HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4'
HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4'
HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4'
10+001+
0
0
SW SEINE DRIVE
SW
1
5
4
T
H
A
V
E
N
U
E
454.73(HP)PC
454.
6
8
1/4
4
5
4
.
6
3
1
/
2
4
5
4
.
5
0
3
/
4
4
5
4
.
1
7
P
T
454.73PT
454.9
3
3/4
455
.
2
0
1/2
45
5
.
4
7
1/
4
45
5
.
6
7
PC
4.40%
2.
5
0
%
1.10%
2.50%
0.
8
0
%
2.50%
0.
8
0
%
2.
5
0
%
C25 C26
SW 454.23
SW 454.20
SW 454.13
SW 454.07
SW 454.60
SW 454.47
SW 454.82
SW 454.63
SW 454.70
SW 454.92
SW 454.73
SW 454.61
SW 454.67
SW 454.67
SW 454.54
SW 454.62
SW 454.70
SW 454.60
SW 454.23
SW 455.17
SW 454.67
2
.
0
0
%
8
.
0
0
%
8.00%2.00%
1.
6
6
%
1.1
8
%
2.04
%
6.
3
3
%
SW 455.56
SW 455.81
SW 455.91
SW 455.59
SW 455.06
SW 455.46
SW 455.56
SW 454.63
SW 454.82
SW 454.92
6.
3
3
%
8.00%2.00%
SW 454.83
SW 454.33
SW 454.83
SW 454.73
5
.
8
1
%
4.40%
8.
0
0
%
2.0
0
%
6.44%
440
450
460
440
450
460
0+351+001+10
0.80%-0.51%-0.51%-1.32%-3.41%
-4.40%
PV
I
S
T
A
=
0
+
5
0
.
0
0
(
P
C
)
(
H
P
)
EL
E
V
=
4
5
4
.
7
3
PV
I
S
T
A
=
0
+
5
9
.
8
2
(
1
/
4
)
EL
E
V
=
4
5
4
.
6
8
PV
I
S
T
A
=
0
+
6
9
.
6
3
(
1
/
2
)
EL
E
V
=
4
5
4
.
6
3
PV
I
S
T
A
=
0
+
7
9
.
4
5
(
3
/
4
)
EL
E
V
=
4
5
4
.
5
0
PV
I
S
T
A
=
0
+
8
9
.
2
7
(
P
T
)
EL
E
V
=
4
5
4
.
1
7
EXISTING GROUND @
TOP OF CURB
FINISHED GROUND @
TOP OF CURB
SW 154TH
SW SEINE
445
450
460
445
450
460
0+351+001+05
-1.10%-2.00%-2.76%-2.77%-2.00%-0.80%
PV
I
S
T
A
=
0
+
5
0
.
0
0
(
P
C
)
EL
E
V
=
4
5
5
.
6
7
PV
I
S
T
A
=
0
+
5
9
.
8
2
(
1
/
4
)
EL
E
V
=
4
5
5
.
4
7
PV
I
S
T
A
=
0
+
6
9
.
6
3
(
1
/
2
)
EL
E
V
=
4
5
5
.
2
0
PV
I
S
T
A
=
0
+
7
9
.
4
5
(
3
/
4
)
EL
E
V
=
4
5
4
.
9
3
PV
I
S
T
A
=
0
+
8
9
.
2
7
(
P
T
)
EL
E
V
=
4
5
4
.
7
3
EXISTING GROUND @
TOP OF CURB
FINISHED GROUND @
TOP OF CURB
SW SEINE
SW 154TH
CURB RETURN TABLE
CURVE
C25
C26
LENGTH
39.27'
39.27'
RADIUS
25.00'
25.00'
DELTA
CHORD
35.36'
35.36'
BEARING
1
(
6
(
START STATION END STATION
1+38.78, 14.00' R (THAMES LN)
1+38.78, 14.00' L (THAMES LN)
9+95.05, 14.00' R (SEINE DR)
10+73.05, 14.00' R (SEINE DR)
Construction Documents
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P
M
ky
l
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6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
EXPIRES: JUNE 30, 2016
3/21/2016
HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4'HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4'
SW THAMES LANE
SW
1
5
4
T
H
A
V
E
N
U
E
5+
0
0
46
0
.
5
1
PR
C
4
5
9
.
4
5
3
/
4
4
5
8
.
8
8
1
/
2
458.311/4
457.
7
3
PRC
457.38PC
46
1
.
3
6
PT
4
6
0
.
5
1
P
T
4
5
9
.
7
9
3
/
4
4
5
9
.
0
7
1
/
2
458
.
3
5
1/4
457.79PC
2.
5
0
%
2.50%
2.
2
0
%
2.50%
3.
0
0
%
C29C28
C27
7.33%
2.
5
0
%
C30
4
6
1
.
3
5
P
V
I
7.33%
CURB RETURN TABLE
CURVE
C27
C28
C29
C30
LENGTH
15.92'
104.10'
15.95'
39.27'
RADIUS
29.00'
39.00'
29.00'
25.00'
DELTA
CHORD
15.72'
75.84'
15.75'
35.36'
BEARING
6
(
6
:
1
:
6
:
START STATION END STATION
4+69.56, 14.00' L (RIO GRANDE)
4+83.52, 18.37' L (RIO GRANDE)
5+39.82, 18.39' L (THAMES LN)5+53.84, 14.00' L (THAMES LN)
5+42.26, 14.00' R (THAMES LN)4+81.00, 14.00' R (RIO GRANDE)
4+83.52, 18.37' L (RIO GRANDE)
5+39.82, 18.39' L (THAMES LN)
440
450
460
470
440
450
460
470
0+35 1+00 2+00 2+10
2.20%
7.33%
2.20%
5.38%
4.05%
2.20%
2.20%
2.20%
PV
I
S
T
A
=
0
+
5
0
.
0
0
(
P
C
)
EL
E
V
=
4
5
7
.
3
8
PV
I
S
T
A
=
0
+
6
5
.
9
2
(
P
R
C
)
EL
E
V
=
4
5
7
.
7
3
PV
I
S
T
A
=
1
+
8
5
.
9
8
(
P
T
)
EL
E
V
=
4
6
1
.
3
6
PV
I
S
T
A
=
1
+
7
0
.
0
2
(
P
R
C
)
EL
E
V
=
4
6
0
.
5
1
PV
I
S
T
A
=
1
+
4
4
.
0
0
(
3
/
4
)
EL
E
V
=
4
5
9
.
4
5
PV
I
S
T
A
=
0
+
9
1
.
9
5
(
1
/
4
)
EL
E
V
=
4
5
8
.
3
1
PV
I
S
T
A
=
1
+
1
7
.
9
7
(
1
/
2
)
EL
E
V
=
4
5
8
.
8
8
EXISTING GROUND @
TOP OF CURB
FINISHED GROUND @
TOP OF CURB
SW THAME
S
SW 154TH
445
450
460
470
445
450
460
470
0+35 1+00 1+12
3.00%
5.67%
7.33%
7.33%
7.33%
7.33%
7.33%
PV
I
S
T
A
=
0
+
5
0
.
0
0
(
P
C
)
EL
E
V
=
4
5
7
.
7
9
PV
I
S
T
A
=
0
+
5
9
.
8
2
(
1
/
4
)
EL
E
V
=
4
5
8
.
3
5
PV
I
S
T
A
=
0
+
6
9
.
6
3
(
1
/
2
)
EL
E
V
=
4
5
9
.
0
7
PV
I
S
T
A
=
0
+
7
9
.
4
5
(
3
/
4
)
EL
E
V
=
4
5
9
.
7
9
PV
I
S
T
A
=
0
+
8
9
.
2
7
(
P
T
)
EL
E
V
=
4
6
0
.
5
1
PV
I
S
T
A
=
1
+
0
0
.
8
5
EL
E
V
=
4
6
1
.
3
5
EXISTING GROUND @
TOP OF CURB
FINISHED GROUND @
TOP OF CURB
SW THAMES
SW 154TH
Construction Documents
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0
P
M
ky
l
e
6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
EXPIRES: JUNE 30, 2016
3/21/2016
HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4'
HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4'
Construction Documents
N:
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P
M
ky
l
e
6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
EXPIRES: JUNE 30, 2016
3/21/2016(CITY STREETS ONLY)
NOT TO SCALE
COMPACTED SUBGRADE SOILS
95% OF MODIFIED PROCTOR
10" BASE ROCK
2"- (3/4"-0) LEVELING COURSE
8"- (1 1/2"-0) AGGREGATE
BASE 95% OF MODIFIED
PROCTOR ASTM D1557
3-1/2" LEVEL 2, 1/2" DENSE
GRADED HMAC - 2" BASE WITH
1-1/2" TOP LIFT
COMPACTED TO 92% OF MAMD
3'3'3'3'
Construction Documents
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P
M
ky
l
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6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
EXPIRES: JUNE 30, 2016
3/21/2016
STEEL PIPE SPECIFICATIONS
ASTM A-53 STEEL, SCHEDULE 40, BLACK, HOT DIPPED, ZINC-COATED, WELDED, SEAMLESS
4-INCH STEEL PIPE O.D. = 4.500"I.D. = 4.026 THICKNESS = 0.237
3 1/2-INCH STEEL PIPE O.D. = 4.000"I.D. = 3.549"THICKNESS = 0.226"
REMOVABLE BOLLARD
GRAVEL BASE, 12" MINIMUM
POUR CONCREATE 6" THICK
AROUND PIPE CASING.
4" STEEL PIPE CASING
FINISH GRADE
WELD 2" ANGLE IRON TO CASING
AND COLLAR DRILL 1/2' HOLES
FOR PADLOCK
4" ROUND X 2" LONG STEEL
COLLAR, WELDED TO BOLLARD.
66"
48"44"
22"
4"
6"
16"
3 1/2" STEEL PIPE BOLLARD
CAPPED AT TOP
PRIME AND PAINT SAFETY
YELLOW.
Construction Documents
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1
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6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
EXPIRES: JUNE 30, 2016
3/21/2016
5'%6+108+'9
%18'4$#%-
2+%-*1.'&'6#+.
2.#08+'9
5''&'6#+.(14/#0*1.'(4#/'52'%+(+%#6+105
GRADE RINGS (2", 4", OR 6")
MAXIMUM 8"- SEE NOTE 6
SET IN NON-SHRINK GROUT
PAVING RINGS NOT ALLOWED
SEE NOTE AT TOP OF
STANDARD DETAIL #020.
FOR LARGE DIAMETER
MANHOLES SEE
STANDARD DETAIL #160
PIPE TYPE
SIZE, AND
CONNECTION
PER
PLAN, AS
APPROVED
WATERTIGHT SEAL
OIL & FLOATABLE DEBRIS
ON SURFACE CANNOT EXIT PIPE
"SNOUT" OIL & DEBRIS STOP
ANTI-SIPHON DEVICE
18"
60" MINIMUM
ALL HOODS AND TRAPS FOR CATCH BASINS
AND WATER QUALITY STRUCTURES SHALL
BE AS MANUFACTURED BY:
BEST MANAGEMENT PRODUCTS, INC.
53 MT. ARCHER RD.
LYME, CT 06371
(860) 434-0277, (860) 434-3195
FAX TOLL FREE: (800) 504-8008
OR (888) 354-7585
WEB SITE: WWW.BESTMP.COM
OR PRE-APPROVED EQUAL
SUMP VOLUME REQUIREMENTS
20 CF/1.0 CFS OF INFLOW
58.9 CF MINIMUM REQUIRED
SUMP VOLUME AVAILABLE
MINIMUM MAXIMUM
60" M.H.= 58.9 CF 98.1 CF
72" M.H.= 84.8 CF 141.3 CF
84" M.H.= 115.4 CF 192.3 CF
PROVIDE SPECIAL DETAIL FOR VOLUME
REQUIREMENTS EXCEEDING 192.3 CF
NOTES:
1.ALL MANHOLE SECTIONS SHALL
CONFORM TO THE REQUIREMENTS
OF ASTM C-478 AND APPLICABLE
PROVISIONS OF STD. MANHOLE
DRAWING NO. 010
2.INLET AND OUTLET PIPE NOT TO EXCEED
18"DIA.
3.PROVIDE SPECIAL DETAIL FOR OUTLET
FLOW CONTROL EXCEEDING 18" DIA.
4.ALL OUTLETS SHALL HAVE FLOW CONTROL
DEVICE.
Construction Documents
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6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
EXPIRES: JUNE 30, 2016
3/21/2016
72 41
5
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48" MINIMUM
LOCATE FRAME AND
COVER OVER LEDGE
LEDGE BELOW LADDER
SHALL BE AT LEAST
12" IN WIDTH
INSIDE DROP BOWL
GRADE RINGS (2",4",OR 6")
MAXIMUM 12" SET IN NON-SHRINK
GROUT
PIPE TYPE
SIZE, AND
CONNECTION
PER
PLAN, AS
APPROVED
WATERTIGHT SEAL
PIPE BRACKETS-
SEE NOTE #4
3'-0" MAXIMUM
%(1'
CENTER CHANNEL IN MANHOLE
SEE NOTE #1
PIPE
LENGTH
AS REQUIRED
VARIABLE
DIA.
PIPE
CL
FOR MANHOLE SPECIFICATIONS
SEE STANDARD DETAIL #010
FOAM GASKET W/
PSA BACKING
(TRIM TO LENGTH)
MOUNTING
FLANGE
DETAIL B
GASKET
COMPRESSED
BETWEEN HOOD
AND STRUCTURE
(SEE DETAIL B)
INSTALLATION NOTE:
POSITION HOOD SUCH THAT
BOTTOM FLANGE IS BELOW
THE PIPE INVERT.
STAINLESS
BOLT
ANCHOR
SHIELD
EXPANSION CONE
(NARROW END OUT)
DRILLED
HOLE
DETAIL A
ANCHOR W/ BOLT
(SEE DETAIL A)
18"
Construction Documents
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2
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6
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1
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P
M
ky
l
e
6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
EXPIRES: JUNE 30, 2016
3/21/2016
NOTE:
ALL COMPACTTION REQUIREMENTS PER
AASHTO T-99 AND ODOT/APWA SPEC 00405.
1.0'1.0'
0.7'
7,0(63,3(
RIP-RAP IS TO BE LAID FLUSH TO
THE SWALE BANK AND MITRED
PIPE, AND GROUTED IN PLACE.
PROVIDE ROCK SIZE BASED ON A
D50 OF 3-INCHES.
PIPE WITH MITRED ENDS
TO MATCH 3:1 BANK
SLOPE
6" WIDE x 2' LONG STAINLESS STEEL PLATE
WITH 1.00" WIDE x 1.51' LONG NOTCH
MOUNTED AT TOP OF BAFFLE WALL
TOP OF WIER WALL
ELEV=424.00'
2" WIDE x 1.6' LONG NOTCH CUT
IN TOP OF BAFFLE WALL
Construction Documents
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M
ky
l
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6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
EXPIRES: JUNE 30, 2016
3/21/2016
12"
1" ANGLE BALL METER VALVE
MUELLER B24285 OR EQUAL
Construction Documents
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P
M
ky
l
e
6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
EXPIRES: JUNE 30, 2016
3/21/2016
3 3
5 5
TRACT A 8.00'
PUE
7PROTECT
EXISTING
SIDEWALK
STA:9+75
MAINTAIN EXISTING
ACCESS
STA:11+68.63
MAINTAIN EXISTING ACCESS
SD SD SD SD
XSS
X
S
S
XSS XSS XSS XSS XSS XSS XSS XSS XSS XSS XSS XSS XSS XSS
PROTECT EXISTING
WETLAND
7
XSD XSD XSD XSD XSD XSD XSD XSD XSD
XS
D
XSD
3
3
6
8
XSD
X
S
D
9+00 10+00 11+00 12+00
SD
SD
XSD XSD XSD
PROTECT EXISTING
TREES/VEGETATION
SEE SHEET 5.1 FOR RETAINING WALL
INFORMATION AND RD-9 FOR DETAIL
AND DESIGN TABLE
37.00'
C/L TO ROWR25'
R10'
R5'
R10'
R10'
R10'
R20'
R16'
8
X
X
X
O
H
X
O
H
X
O
H
X
O
H
X
O
H
X
O
H
X
O
H
X
O
H
X
O
H
X
O
H
X
O
H
X
O
H
X
O
H
X
O
H
X
O
H
X
O
H
XW
XW
XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XTXTXTXT
XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG
XE
XG
XW XW XW XW XW XW XW XW XW XW XW XW XW XW
SW
SO
P
H
I
A
L
A
N
E
SW
C
A
B
E
R
N
E
T
D
R
I
V
E
SDCB 12A
9+97.54, 18.90 R'
(150TH AVE)
RIM/GUTTER = 516.38
10" IE OUT = 510.80
58.17 LF (PVC ASTM D3034)
@S=0.1169
10" IE IN = 512.00
103.29 LF (DUCTILE IRON)
@S = 0.0909
470
480
490
500
510
520
530
540
550
470
480
490
500
510
520
530
540
550
8+50 9+00 10+00 11+00 12+00 12+90
-5.64%
-4.06%
-7.63%
PVI STA = 8+66.34
ELEV = 526.66
HIGH PT STA: 12+71.25
HIGH PT ELEV: 503.74
PVI STA:13+08.74
PVI ELEV:501.63
K:44.00
LVC:74.99
BV
C
S
:
1
2
+
7
1
.
2
5
BV
C
E
:
5
0
3
.
7
4
HIGH PT STA: 11+72.47
HIGH PT ELEV: 508.77
PVI STA:12+07.10
PVI ELEV:507.36
K:44.00
LVC:69.25
BV
C
S
:
1
1
+
7
2
.
4
7
BV
C
E
:
5
0
8
.
7
7
EV
C
S
:
1
2
+
4
1
.
7
3
EV
C
E
:
5
0
5
.
4
1
PVI STA: 10+19.08
PVI ELEV: 515.00
K: 34.40
LVC: 122.77
BV
C
S
:
9
+
5
7
.
7
0
BV
C
E
:
5
1
9
.
6
8
EV
C
S
:
1
0
+
8
0
.
4
6
EV
C
E
:
5
1
2
.
5
1
FINISH GRADE @
STREET CENTERLINE EXISTING GROUND @
STREET CENTERLINE
BE
G
I
N
C
O
N
S
T
R
U
C
T
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N
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A
=
8
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6
6
.
3
4
(
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5
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=
5
2
6
.
6
6
103.29 L
F
1
0
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(
D
U
C
T
I
L
E
I
R
O
N
)
@ S=0.09
0
9
EXISTING 8" SANITARY (TYP.)
OUTLET IE=504.00
EX
S
S
M
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1
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7
4
3
ST
A
:
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6
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5
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3
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=
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5
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=
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2
2
.
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8
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T
=
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7
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5
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5
4
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8
.
2
2
,
2
3
.
6
3
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(1
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A
:
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S
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N
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)
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M
=
5
0
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.
6
8
8"
I
E
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=
4
9
6
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7
4
(
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)
8"
I
E
O
U
T
=
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9
6
.
4
8
(
S
)
EXISTING STORM (LT.)
58.17
L
F
1
0
"
(
P
V
C
A
S
T
M
D
3
0
3
4
)
@ S=0
.
1
1
6
9
SD
M
H
1
2
A
ST
A
=
9
+
9
7
.
5
4
,
1
8
.
9
0
R
'
(1
5
0
T
H
A
V
E
)
10
"
I
E
I
N
=
5
1
2
.
0
0
(
N
)
10
"
I
E
O
U
T
=
5
1
0
.
8
0
(
S
W
)
ST
A
=
0
+
5
8
.
1
9
(
S
D
L
N
-
1
5
0
T
H
N
O
U
T
F
A
L
L
)
RI
M
=
5
1
6
.
3
8
CLASS 'B' GRANULAR BACKFILL & BEDDING
EXISTING CULVERT (RT.)
2.50 - 5.0%
LC
N.T.S.
2.50%
R/W
PUE
8'
PLANT.
5.5'
SW
6'
CONCRETE CURB AND GUTTER
PER COUNTY DETAIL 2010, SHEET RD-8.
PAVEMENT
SECTION
5:1 MAX.
6' WIDE CONCRETE SIDEWALK
PER DETAIL 2110, SHEET
RD-10.
R/W
37' R.O.W. DEDICATION
VARIES
STA 10+39 TO STA 13+28
LOCK+LOAD RETAINING WALL
0.5'
0.5'12'
TRAVEL
19'
SHOULDER
25'
VARIES 20' - 32.5'
VARIES 16.5' - 20.5'
RD-1
INSTALL MANHOLE WITH INLET (42" MH/CG-2)
PER ODOT DWG NO. RD348, SHEET RD-9. SEE
TABLE, THIS SHEET, FOR INLET INFORMATION.
INSTALL 8' LONG X 5' WIDE X 1.5' THICK CLASS
50 RIP RAP PAD WITH OUTLET PROTECTION
PER CWS DWG NO. 820.
CONNECT TO END OF EX. 10" CULVERT.
6
Construction Documents
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P
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e
6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
SW HAWK RIDGE RD
EXPIRES: JUNE 30, 2016
SW
SW
H
U
D
S
O
N
A
V
E
SW
P
E
A
C
E
A
V
E
SW DANUBE DR
SW S
E
I
N
E
D
R
SW THAMES LN
SW
1
5
0
T
H
A
V
E
MIS
S
O
U
R
I
AV
E
3/21/2016
1.CONSTRUCT SW 150TH AVE PER TYPICAL
STREET SECTION, THIS SHEET.
2.ITALIC STATION LABELS INDICATE PIPE
STATIONING.
3.ADJUST RIMS OF EXISTING MANHOLES AND
VALVES TO NEW STREET GRADE.
4.ALL PVC PIPE SHALL BE ASTM D-3034 UNLESS
OTHERWISE NOTED.
SAWCUT AND REMOVE EXISTING PAVEMENT.
CONSTRUCT NEW PAVEMENT SECTION. MATCH
EXISTING GUTTER OR PAVEMENT. PROVIDE EDGE
PROTECTION AS NECESSARY PER DET. RD610,
SHEET RD-9.
STA:8+66.34 TO STA: 9+92.27 CONSTRUCT
NEW CURB AND GUTTER.
STA: 9+80.40 TO BEGIN NEW SIDEWALK
CONSTRUCTION. MATCH EXISTING. BEGIN CURB
TIGHT SIDEWALK AT STA: 9+97.95 AND END
CURB TIGHT SIDEWALK AND BEGIN TAPER (5' TO
6') SIDEWALK SECTION AT STA: 10+10.62. BEGIN
TYPICAL STREET SECTION AT STA: 10+26.01
EXISTING SIDEWALK TO BE REPLACED BY THE
LIMITS DEFINED BY THE WASHINGTON COUNTY
INSPECTOR. FULL REPLACEMENT MAY BE
NECESSARY.
6A
5
3 ADJUST EXISTING SANITARY MANHOLE TO
FINISH GRADE AND ROTATE CONE AS
NECESSARY TO AVOID CONFLICT WITH CURB.
6
7
7
8
8
STORM MANHOLE NOT YET CONSTRUCTED
AT TIME OF AS-BUILT SURVEY
S
D
S
D
SD SD SD SD SD SD SD SD SD
6
XSS XSS XSS XSS XSS XSS XSS XSS XSS XSS XSS XSS XSS XSS XSS XSS XSS XSS XSS XSS XSS
XS
S
4A
1
5
8.00'
PUE
TRACT A
XSD XSD
13+00 14+00 15+00 16+00
5
1+
0
0
SEE SHEET 5.1 FOR RETAINING WALL
INFORMATION AND RD-9 FOR DETAIL
AND DESIGN TABLE
13 19 1514
37.00'
C/L TO ROW
SD
SD
26
14
X
O
H
X
O
H
X
O
H
X
O
H
X
O
H
X
O
H
X
O
H
X
O
H
X
O
H
X
O
H
X
O
H
X
O
H
X
O
H
X
O
H
X
O
H
X
O
H
X
O
H
X
O
H
X
O
H
X
O
H
X
O
H
XT XT
XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT
XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG
XG
XG
X
X X X X X X X X X X X X
X
XW XW
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
XG
X
G
2
SW 150TH AVENUE (C.R. #378)
SW
D
A
N
U
B
E
D
R
I
V
E
16 22 1613
SDCB 5C.1
15+45.52, 26.50 R'
(150TH AVE)
RIM/GUTTER = 485.38
12" IE OUT = 479.69
48.51 LF (PVC ASTM D3034)
@S=0.0595
10" IE IN = 479.97
215.47 LF (PVC ASTM D3034)
@S = 0.0533
SDCB 5C.2
13+30.04, 26.50 R'
(150TH AVE)
RIM/GUTTER = 500.04
10" IE OUT = 491.46
215.47 LF (PVC ASTM D3034)
@S=0.0533
440
450
460
470
480
490
500
510
520
440
450
460
470
480
490
500
510
520
12+75 13+00 14+00 15+00 16+00 16+75
-7.34%
-6.74%
PV
I
S
T
A
=
1
5
+
0
0
.
0
0
EL
E
V
=
4
8
7
.
5
9
HIGH PT STA: 12+71.25
HIGH PT ELEV: 503.74
PVI STA:13+08.74
PVI ELEV:501.63
K:44.00
LVC:74.99
EV
C
S
:
1
3
+
4
6
.
2
4
EV
C
E
:
4
9
8
.
8
8
PVI STA:15+91.03
PVI ELEV:481.45
K:64.00
LVC:145.77
BV
C
S
:
1
5
+
1
8
.
1
5
BV
C
E
:
4
8
6
.
3
7
EV
C
S
:
1
6
+
6
3
.
9
1
EV
C
E
:
4
7
8
.
2
0
SD
M
H
5
C
ST
A
=
1
5
+
9
4
.
0
3
,
2
6
.
5
0
R
'
(1
5
0
T
H
A
V
E
)
12
"
I
E
I
N
=
4
7
6
.
8
0
(
N
)
12
"
I
E
O
U
T
=
4
7
6
.
6
0
(
W
)
ST
A
=
4
+
4
9
.
6
0
(
S
D
L
N
-
5
)
RI
M
=
4
8
0
.
9
9
48.51 LF 12" (
P
V
C
A
S
T
M
D
3
0
3
4
)
@ S=0.0595
EX
S
S
M
H
1
0
6
3
8
ST
A
:
1
6
+
6
4
.
7
0
,
1
1
.
4
4
R
'
(1
5
0
T
H
A
V
E
)
ST
A
:
(
S
S
L
N
-
)
RI
M
=
4
7
8
.
0
1
8"
I
E
I
N
=
4
7
1
.
3
1
(
N
)
8"
I
E
O
U
T
=
4
7
0
.
7
7
(
E
)
FINISH GRADE @
STREET CENTERLINE
EXISTING GROUND @
STREET CENTERLINE
215.47 LF 10" (
P
V
C
A
S
T
M
D
3
0
3
4
)
@ S=0.0533
EXISTING 8" SANITARY (TYP.)
12" DI WATE
R
3' MIN COVER
CLASS 'B' GRANULAR BACKFILL & BEDDING
C900
48
0
.
8
5
0.0705
0.0647
2.50 - 5.0%
22'
N.T.S.
2.50%
R/W
PUE
8'
PLANT.
5.5'
SW
6'
CONCRETE CURB AND GUTTER
PER COUNTY DETAIL 2010, SHEET RD-8.
PAVEMENT
SECTION
5:1 MAX.
6' WIDE CONCRETE SIDEWALK
PER DETAIL 2110, SHEET
RD-10.
R/W
37' R.O.W. DEDICATION
VARIES
3.5'
LC
12'
TRAVEL
25'
VARIES 16.3' - 17.5'
16'
SHOULDER
2.50 - 5.0%
LC
N.T.S.
2.50%
R/W
PUE
8'
PLANT.
5.5'
SW
6'
CONCRETE CURB AND GUTTER
PER COUNTY DETAIL 2010, SHEET RD-8.
PAVEMENT
SECTION
5:1 MAX.
6' WIDE CONCRETE SIDEWALK
PER DETAIL 2110, SHEET
RD-10.
R/W
37' R.O.W. DEDICATION
VARIES
STA 10+39 TO STA 13+28
LOCK+LOAD RETAINING WALL
0.5'
0.5'12'
TRAVEL
19'
SHOULDER
25'
VARIES 20' - 32.5'
VARIES 16.5' - 20.5'
RD-2
INSTALL STORM MANHOLE PER CWS DWG
NO. 010.
INSTALL INLET CATCH BASIN (CG-30) PER
CWS DWG NO. 330. SEE TABLE, THIS SHEET,
FOR INLET INFORMATION.
INSTALL INLET CATCH BASIN (CG-48) PER
CWS DWG NO. 340. SEE TABLE, THIS SHEET,
FOR INLET INFORMATION.
1
3
Construction Documents
N:
\
p
r
o
j
\
3
9
5
-
0
3
1
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
3
9
5
0
3
1
.
(
R
D
-
1
)
1
5
0
T
H
.
d
w
g
-
S
H
E
E
T
:
RD
-
2
Ma
r
.
2
1
,
1
6
-
2:
1
4
P
M
ky
l
e
6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
SW HAWK RIDGE RD
EXPIRES: JUNE 30, 2016
SW
SW
H
U
D
S
O
N
A
V
E
SW
P
E
A
C
E
A
V
E
SW DANUBE DR
SW S
E
I
N
E
D
R
SW THAMES LN
SW
1
5
0
T
H
A
V
E
MIS
S
O
U
R
I
AV
E
3/21/2016
1.CONSTRUCT SW 150TH AVE PER TYPICAL
STREET SECTION, THIS SHEET.
2.ITALIC STATION LABELS INDICATE PIPE
STATIONING.
3.ADJUST RIMS OF EXISTING MANHOLES AND
VALVES TO NEW STREET GRADE.
4.ALL PVC PIPE SHALL BE ASTM D-3034 UNLESS
OTHERWISE NOTED.
5.REFER TO CITY OF TIGARD DETAILS ON
SHEET DTL6 FOR ALL WATERLINE SCOPE.
6.EXISTING WATER SERVICES TO BE
RE-CONNECTED TO NEW WATERLINE.
7.REFER TO SHEET CR1 FOR CURB RETURN
INFORMATION.
INSTALL MONUMENT BOX TYPE B PER DWG
NO. 3010, SHEET RD-8.
SAWCUT AND REMOVE EXISTING PAVEMENT.
CONSTRUCT NEW PAVEMENT SECTION.
MATCH EXISTING GUTTER OR PAVEMENT.
PROVIDE EDGE PROTECTION AS NECESSARY
PER DET. RD610, SHEET RD-9.
3A
2
4A
5
4
CONNECT TO EXISTING 12" WATERLINE
NORTH. STA: 12+80.06, 9.28' LT.
REMOVE EXISTING 8" MJ GATE VALVE.
REPLACE EXISTING HYDRANT.
INSTALL NEW FIRE HYDRANT AND
6" MJ GATE VALVE
STA: 13+38.38, 9.28' LT.
REMOVE EXISTING 8" WATERLINE
INSTALL 12" MJ BUTTERFLY VALVE
STA: 15+47.03, 9.28' LT.
STA: 16+35.03, 9.28' LT.
TYPICAL: INSTALL NEW 1" COPPER
SERVICES TO EXISTING METER BOXES
AFTER TESTING AND TIE IN THEN
CONNECT NEW SERVICES TO EXISTING
METERS.
INSTALL 12" X 8" MJ TEE
STA: 15+99.03, 9.28' LT.
INSTALL 2" BLOW OFF FOR TESTING.
AFTER SUCCESSFULL TESTING THEN
CONNECT TO EXISTING 12" TEE WITH
LONG PATTERN SOLID SLEEVE. AFTER
ALL METERS AND MAIN CONNECTIONS
HAVE BEEN MADE, THEN PLUG WEST
SIDE OF TEE AND REMOVE EXISING 8"
WATER LINE.
13
14
15
16
19
22
26
NOTE: COORDINATE WITH CITY
INSPECTOR. 72 HOURS NOTICE
REQUIRED.
C900
4A
3A
484.44
479.94
0.0705
499.91
495.16
0.0705
0.0647
SD
SD
S
D
SS
SS
SS
SS SS SS SS SS SS
TRACT M
TRACT E
2
3B 1
1
1
XSD
XSD XSD
17+00 18+00 19+00 20+00 21+00
5
5
34 2 1
1+
0
0
PC: 1+65.90
19
201615
16
37.00'
C/L TO ROW 35.00'
C/L TO ROW
PROTECT EXISTING POWER POLES AND
UNDERGROUND UTILITIES ALONG DITCH.
CONTRACTOR SHALL COORDINATE DIRECTLY
WITH UTILITY PROVIDER , TYP.
14
27
X
X
X
X
X
O
H
X
O
H
X
O
H
X
O
H
X
O
H
X
O
H
X
O
H
X
O
H
X
O
H
X
O
H
X
O
H
X
O
H
X
O
H
X
O
H
X
O
H
X
O
H
X
O
H
X
O
H
X
O
H
X
O
H
X
O
H
X
O
H
X
O
H
XT XT XT XT XT XT XT XT
XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG
XG
X X X X X
X X X X X X X X X X
X
X
X
X
XCOM XCOM XCOM XCOM XCOM
XW XW XW XW XW
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
XCO
M
XCO
M
X
G
X
G
X
G
X
G
X
G
XG
XW
PROTECT EXISTING
FRONTIER VAULT
6" THICK CONCRETE SIDEWALK WITH
6"X6" WELDED WIRE MESH, 10' LONG
CENTERED ON EDGE OF VAULT.
INSTALL TOOLED JOINT IN SIDEWALK
ABOVE EDGE OF VAULT.
SEE DETAIL, THIS SHEET.
SW
H
A
W
K
R
I
D
G
E
R
O
A
D
-3.5%-9.7%
22 2121
28
27
29
SDCB 2E.1
19+15.85, 23.50 R'
(150TH AVE)
RIM/GUTTER = 464.08
10" IE OUT = 459.70
46.47 LF (PVC ASTM D3034)
@S=0.0967
405
410
420
430
440
450
460
470
480
490
405
410
420
430
440
450
460
470
480
490
16+75 17+00 18+00 19+00 20+00 21+00
-3.91%
-4.46%
-5.84%
-5.55%
PV
I
S
T
A
=
1
7
+
0
0
.
0
0
EL
E
V
=
4
7
6
.
5
9
PV
I
S
T
A
=
1
8
+
0
0
.
0
0
EL
E
V
=
4
7
0
.
7
5
PVI STA:21+71.74
PVI ELEV:454.58
K:46.28
LVC:270.00
BV
C
S
:
2
0
+
3
6
.
7
4
BV
C
E
:
4
5
9
.
8
5
PVI STA:19+00.00
PVI ELEV:465.20
K:64.00
LVC:104.66
BV
C
S
:
1
8
+
4
7
.
6
7
BV
C
E
:
4
6
8
.
1
0
EV
C
S
:
1
9
+
5
2
.
3
3
EV
C
E
:
4
6
3
.
1
5
SS
M
H
A
3
ST
A
=
2
0
+
3
2
.
1
6
,
0
.
9
9
'
R
(1
5
0
T
H
A
V
E
)
8"
I
E
I
N
=
4
3
9
.
1
5
(
N
)
8"
I
E
O
U
T
=
4
3
8
.
9
5
(
S
)
ST
A
=
5
+
5
1
.
0
1
(
S
S
L
N
-
A
)
RI
M
=
4
6
0
.
0
7
SS
M
H
A
4
ST
A
=
1
9
+
5
5
.
7
5
,
1
.
0
6
'
R
(1
5
0
T
H
A
V
E
)
8"
I
E
I
N
=
4
3
9
.
6
5
(
W
)
8"
I
E
O
U
T
=
4
3
9
.
4
5
(
S
)
ST
A
=
6
+
1
7
.
3
8
(
S
S
L
N
-
A
)
RI
M
=
4
6
2
.
9
9
SD
M
H
2
E
ST
A
=
1
9
+
6
2
.
2
2
,
2
6
.
5
0
R
'
(1
5
0
T
H
A
V
E
)
10
"
I
E
I
N
=
4
5
5
.
2
0
(
N
)
12
"
I
E
O
U
T
=
4
5
5
.
0
0
(
W
)
ST
A
=
9
+
3
4
.
2
7
(
S
D
L
N
-
2
)
RI
M
=
4
6
2
.
0
4
46.47 LF
1
0
"
(
P
V
C
A
S
T
M
D
3
0
3
4
)
@ S=0.0
9
6
7
FINISH GRADE @
STREET CENTERLINE
EXISTING GROUND @
STREET CENTERLINE
ESTIMATED BEDROCK ELEVATION
IN
T
E
R
S
E
C
T
I
O
N
SW
1
5
0
T
H
S
T
A
=
1
9
+
6
5
.
6
9
SW
H
A
W
K
R
I
D
G
E
R
D
A
=
1
+
0
0
EL
E
V
=
4
6
2
.
6
3
12" DI WATE
R
3' MIN COVER
CLASS 'B' GRANULAR BACKFILL & BEDDING
46
2
.
2
7
43
8
.
9
8
43
8
.
9
2
6+
2
1
.
7
6
19
+
6
1
.
4
2
,
2
.
8
4
'
R
NOT CONSTRUCTED
293.59 LF 8" (PVC)
@ S=0.0047 0.0051
46
1
.
6
6
45
5
.
4
1
0.0958
EXIST.
R/W
10.5'
EXISTING
ȭ VARIES
21'-32'
VARIES
25'-32'
10.5'
EXISTING
EXIST.
R/W
EXISTING
DITCH
EXISTING
DITCH
N.T.S.
PAVEMENT
SECTION
REVISED 6" THICK
SIDEWALK GRADE
N.T.S.
PREVIOUS
SIDEWALK
GRADE
10'
6"
VAULT
3.5%
8.33%
2.50 - 5.0%
22'
N.T.S.
2.50%
R/W
PUE
8'
PLANT.
5.5'
SW
6'
CONCRETE CURB AND GUTTER
PER COUNTY DETAIL 2010, SHEET RD-8.
PAVEMENT
SECTION
5:1 MAX.
6' WIDE CONCRETE SIDEWALK
PER DETAIL 2110, SHEET
RD-10.
R/W
37' R.O.W. DEDICATION
VARIES
3.5'
LC
12'
TRAVEL
25'
VARIES 16.3' - 17.5'
16'
SHOULDER
RD-3
INSTALL STORM MANHOLE PER CWS DWG NO.
010.
INSTALL INLET CATCH BASIN (CG-30) PER CWS
DWG NO. 330. SEE TABLE, THIS SHEET, FOR
CATCH BASIN INFORMATION.
1
3
Construction Documents
N:
\
p
r
o
j
\
3
9
5
-
0
3
1
\
0
9
D
r
a
w
i
n
g
s
\
0
5
A
s
b
u
i
l
t
s
\
S
h
e
e
t
s
\
3
9
5
0
3
1
.
(
R
D
-
1
)
1
5
0
T
H
.
d
w
g
-
S
H
E
E
T
:
RD
-
3
Ma
r
.
2
1
,
1
6
-
3:
3
3
P
M
ky
l
e
6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
SW HAWK RIDGE RD
EXPIRES: JUNE 30, 2016
SW
SW
H
U
D
S
O
N
A
V
E
SW
P
E
A
C
E
A
V
E
SW DANUBE DR
SW S
E
I
N
E
D
R
SW THAMES LN
SW
1
5
0
T
H
A
V
E
MIS
S
O
U
R
I
AV
E
3/21/2016
1.CONSTRUCT SW 150TH AVE PER TYPICAL
STREET SECTION, THIS SHEET.
2.ITALIC STATION LABELS INDICATE PIPE
STATIONING.
3.ADJUST RIMS OF EXISTING MANHOLES AND
VALVES TO NEW STREET GRADE.
4.ALL PVC PIPE SHALL BE ASTM D-3034 UNLESS
OTHERWISE NOTED.
5.REFER TO CITY OF TIGARD DETAILS ON
SHEET DTL6 FOR ALL WATERLINE SCOPE.
6.REFER TO SHEET CR1 FOR CURB RETURN
INFORMATION.
INSTALL ADA ACCESSIBLE RAMP PER DWG NO.
2130, SHEET RD-8.
INSTALL MONUMENT BOX TYPE B PER DWG NO.
3010, SHEET RD-8.
SAWCUT AND REMOVE EXISTING PAVEMENT.
CONSTRUCT NEW PAVEMENT SECTION. MATCH
EXISTING GUTTER OR PAVEMENT. PROVIDE
EDGE PROTECTION AS NECESSARY PER DET.
RD610, SHEET RD-9.
3B
2
1 INSTALL SANITARY MANHOLE PER DWG NO.
010.
5
1C
REPLACE EXISTING HYDRANT.
INSTALL NEW FIRE HYDRANT AND
6" MJ GATE VALVE
STA: 20+00.78, 9.28' LT.
REMOVE EXISTING 8" WATERLINE
INSTALL 12" MJ BUTTERFLY VALVE
STA: 19+17.37, 9.28' LT.
STA: 20+06.94, 9.28' LT.
TYPICAL: INSTALL NEW 1" COPPER
SERVICES TO EXISTING METER BOXES
AFTER TESTING AND TIE IN THEN
CONNECT NEW SERVICES TO EXISTING
METERS.
INSTALL 16" MJ BUTTERFLY VALVE
STA: 20+06.94, 12.28' LT.
,167$//0-%(1':,7+-2,17
RESTRAINTS.
STA: 19+75.27, 7.29' LT.
STA: 19+80.65, 12.28' LT.
INSTALL 12" X 8" MJ CROSS
STA: 19+72.41, 9.28' LT.
INSTALL 8"X6" REDUCER AND EXTEND
WITH 6" MJ GATE VALVE
INSTALL STRADDLE BLOCK EAST OF
VALVE AND TIE BACK EXISTING VALVE
INSTALL 2" COMBINATION AIR AND
VACUUM VALVE AT HIGH POINT
14
15
16
19
20
21
22
27
28
29
NOTE: COORDINATE WITH CITY
INSPECTOR. 72 HOURS NOTICE
REQUIRED.
464.66
459.86
0.0958
SS SS SS SS SS SS
SS
SS
1
XSD XSD XSD XSD
XSD XSD XSD XSD XSD XSD XSD XSD
EXISTING DRIVEWAYS SHALL BE GRADED
TO MATCH PROPOSED STREET GRADE.
REMOVE AND REPLACE EXISTING
CULVERTS & REGRADE EXISTING DITCH
TO ENSURE POSITIVE DRAINAGE.
ADJUST DITCH INLETS.
5
22+00 23+00 24+00 25+00
5
EXISTING DRIVEWAYS SHALL BE GRADED
TO MATCH PROPOSED STREET GRADE.
REMOVE AND REPLACE EXISTING
CULVERTS & REGRADE EXISTING DITCH TO
ENSURE POSITIVE DRAINAGE.
ADJUST DITCH INLETS.
15 18
1717
24
35.00'
C/L TO ROW
VARIES
C/L TO ROW
PROTECT EXISTING POWER POLES AND
UNDERGROUND UTILITIES ALONG DITCH.
CONTRACTOR SHALL COORDINATE DIRECTLY
WITH UTILITY PROVIDER, TYP.
TP 444.50
MATCH EXISTING
-5
.
4
%
-4
.
7
%
-1
0
.
9
%
SS SS SS SS SS SS SS SS SS
1616
30 28
1717
-10.0%
-10.0%
X
O
H
X
O
H
X
O
H
X
O
H
X
O
H
X
O
H
X
O
H
X
O
H
X
O
H
X
O
H
X
O
H
X
O
H
X
O
H
X
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-8.2%
SD SD
COORDINATE WITH COMCAST TO
ENSURE SERVICE TO PRIVATE PROPERTY
IS PROTECTED OR RESTORED TO
PRE-CONSTRUCTION CONDITION
385
390
400
410
420
430
440
450
460
470
385
390
400
410
420
430
440
450
460
470
21+00 22+00 23+00 24+00 25+00 25+50
-9.74%
-10.74%
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PVI ELEV:454.58
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EXISTING GROUND @
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EXISTING CULVERT (RT.)
EXISTING CULVERT (LT.)
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D
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VARIES
25'-32'
10.5'
EXISTING
EXIST.
R/W
EXISTING
DITCH
EXISTING
DITCH
N.T.S.
PAVEMENT
SECTION
RD-4
Construction Documents
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6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
SW HAWK RIDGE RD
EXPIRES: JUNE 30, 2016
SW
SW
H
U
D
S
O
N
A
V
E
SW
P
E
A
C
E
A
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SW DANUBE DR
SW S
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D
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SW THAMES LN
SW
1
5
0
T
H
A
V
E
MIS
S
O
U
R
I
AV
E
3/21/2016
1.CONSTRUCT SW 150TH AVE PER TYPICAL
STREET SECTION, THIS SHEET.
2.ITALIC STATION LABELS INDICATE PIPE
STATIONING.
3.ADJUST RIMS OF EXISTING MANHOLES AND
VALVES TO NEW STREET GRADE.
4.ALL PVC PIPE SHALL BE ASTM D-3034 UNLESS
OTHERWISE NOTED.
5.REFER TO CITY OF TIGARD DETAILS ON
SHEET DTL6 FOR ALL WATERLINE SCOPE.
SAWCUT AND REMOVE EXISTING PAVEMENT.
CONSTRUCT NEW PAVEMENT SECTION.
MATCH EXISTING GUTTER OR PAVEMENT.
PROVIDE EDGE PROTECTION AS NECESSARY
PER DET. RD610, SHEET RD-9.
5
1 INSTALL SANITARY MANHOLE PER DWG NO.
010.
REMOVE EXISTING 8" WATERLINE AFTER ALL
CROSSOVERS
INSTALL 12" MJ BUTTERFLY VALVE
STA: 23+21.30, 23.11' LT.
STA: 24+17.50, 22.11' LT.
,167$//0-%(1':,7+-2,17
RESTRAINTS
STA: 23+15.37, 9.28' LT.
STA: 23+21.22, 15.08' LT.
STA:24+11.56, 12.28' LT.
STA: 24+17.46, 18.13' LT.
12" LIVE TAP AND REDUCE TO 16"
STA:24+17.34, 26.73' LT.
,167$//0-%(1':,7+-2,17
RESTRAINTS
STA: 22+78.79, 9.28' LT.
STA: 22+97.48, 27.98' LT.
CONNECT TO EXISTING 12" WATERLINE SOUTH
REMOVE EXISTING 8" VALVE
STA: 22+86.25, 23.20' LT.
INSTALL STRADDLE BLOCK AND TIE BACK TO
TEE
CUT IN 12" MJ AND FLANGE TEE OR ALL MJ
TEE WITH 12" BFV (SHORT PIPE) TO WEST.
AFTER SUCCESSFULL TESTING CONNECT TO
ALL METERS AND MAINS.
15
16
17
18
23
24
28
30
NOTE: AFTER ALL CONNECTIONS HAVE BEEN
MADE, PLUG NORTH SIDE OF TEE WITH 12" MJ
PLUG.
COORDINATE WITH CITY INSPECTOR. 72
HOURS NOTICE REQUIRED.
23+43.37, 22.88' LT.
24+42.46, 21.85' LT.
23+37.67
23+43.29, 14.85' LT.
24+36.52
24+42.42
24+42.50, 26.47' LT.
EXISTING 12" WATER MAIN
,167$//%(1'
,167$//%(1'
PROPOSED WATER MAIN
36"
MIN.
DEPTH
FINISH GRADE
GATE
GATE VALVE
+25,=217$/%(1'
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CLASS 'B' GRANULAR BACKFILL & BEDDING
POTHOLE EXISTING UTILITIES (WATER, DUCT RUNS, AND
CULVERT). CONTACT DESIGN ENGINEER IF CONFLICTS
APPEAR TO EXIST.
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RD-5
Construction Documents
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6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
SW HAWK RIDGE RD
EXPIRES: JUNE 30, 2016
SW
SW
H
U
D
S
O
N
A
V
E
SW
P
E
A
C
E
A
V
E
SW DANUBE DR
SW S
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I
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D
R
SW THAMES LN
SW
1
5
0
T
H
A
V
E
MIS
S
O
U
R
I
AV
E
3/21/2016
1.ITALIC STATION LABELS INDICATE PIPE
STATIONING.
2.ALL PVC PIPE SHALL BE ASTM D-3034 UNLESS
OTHERWISE NOTED.
SAWCUT AND REMOVE EXISTING PAVEMENT.
CONSTRUCT NEW PAVEMENT SECTION.
MATCH EXISTING OR PAVEMENT. FOR PIPE
BEDDING AND AND BACKFILL DETAILS, SEE
DWG NO. 3020, SHEET RD-9. PROVIDE EDGE
PROTECTION AS NECESSARY PER DET. RD610,
SHEET RD-9.
1 INSTALL SANITARY MANHOLE PER DWG NO.
010.
CONNECT TO EXISTING SANITARY MANHOLE
5
4
8+00.00
525
530
540
525
530
540
0 10 20 30 40 500-10-20-30-40-50
-3.3% EX.2.8% EX.
ȭɓ ɓ
9+00.00
515
520
530
515
520
530
0 10 20 30 40 500-10-20-30-40-50
2.2%-2.5%
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10+00.00
505
510
520
530
505
510
520
530
0 10 20 30 40 500-10-20-30-40-50
4.4%-2.5%
ȭɓ ɓ
13+00.00
490
500
510
490
500
510
0 10 20 30 40 500-10-20-30-40-50
ȭ
-2.5%2.0%-5.0
:
1
2.9%
ɓɓ
12+00.00
495
500
510
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495
500
510
520
0 10 20 30 40 500-10-20-30-40-50
5.1%-2.5%
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2.0%-5.0
:
1
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11+00.00
500
510
520
500
510
520
0 10 20 30 40 500-10-20-30-40-50
4.0%-2.5%2.0%-5.0
:
1
ȭɓ ɓ
16+00.00
470
480
490
470
480
490
0 10 20 30 40 500-10-20-30-40-50
ȭ
4.2%-2.5%
ɓ ɓ
17+00.00
465
470
480
490
465
470
480
490
0 10 20 30 40 500-10-20-30-40-50
ȭ
4.2%-2.5%
ɓ ɓ
2.0%
18+00.00
460
470
480
460
470
480
0 10 20 30 40 500-10-20-30-40-50
ȭ
5.0%-2.5%
ɓ ɓ
2.0%
26+00.00
405
410
420
405
410
420
0 10 20 30 40 500-10-20-30-40-50
ȭ
-4.5% EX.0.8% EX.
ɓɓ
25+00.00
415
420
430
415
420
430
0 10 20 30 40 500-10-20-30-40-50
ȭ
-4.1%2.5%
ɓ ɓ
24+00.00
425
430
440
425
430
440
0 10 20 30 40 500-10-20-30-40-50
2.5%-2.5%
ȭɓ ɓ
20+00.00
450
460
470
450
460
470
0 10 20 30 40 500-10-20-30-40-50
ȭ
-2.5%2.5%
ɓ ɓ
21+00.00
445
450
460
470
445
450
460
470
0 10 20 30 40 500-10-20-30-40-50
ȭ
-2.5%2.5%
ɓ ɓ
22+00.00
440
450
460
440
450
460
0 10 20 30 40 500-10-20-30-40-50
ȭ
2.5%-2.5%
ɓ ɓ
19+00.00
455
460
470
480
455
460
470
480
0 10 20 30 40 500-10-20-30-40-50
ȭ
4.9%-2.5%
ɓ ɓ
2.0%
EXISTING
GROUND (TYP.)
FINISHED
GRADE (TYP.)
23+00.00
430
440
450
430
440
450
0 10 20 30 40 500-10-20-30-40-50
2.5%-2.5%
ȭɓ ɓ
14+00.00
485
490
500
510
485
490
500
510
0 10 20 30 40 500-10-20-30-40-50
ȭ
2.0%-2.5%2.0%-
2
.
0
:
1
ɓ ɓ
15+00.00
475
480
490
500
475
480
490
500
0 10 20 30 40 500-10-20-30-40-50
ȭ
3.7%-2.5%
ɓ ɓ
2.0%
Construction Documents
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M
ky
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6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
EXPIRES: JUNE 30, 2016
3/21/2016
RD-6
HORIZ SCALE: 1" = 20'
VERT SCALE: 1" = 10'
RD-7
Construction Documents
N:
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6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
EXPIRES: JUNE 30, 2016
3/21/2016
1.0'1.0'
0.7'
7,0(63,3(
RD-8
Construction Documents
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6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
EXPIRES: JUNE 30, 2016
3/21/2016
NOT TO SCALE
COMPACTED SUBGRADE SOILS
95% OF MODIFIED PROCTOR
12" BASE ROCK
2"- (3/4"-0) LEVELING COURSE
10" (1 1/2"-0) AGGREGATE BASE 95% OF
MODIFIED PROCTOR ASTM D1557
5" ASPHALT CONCRETE
LEVEL 3, 1/2" DENSE GRADED HMAC - TWO LIFTS
COMPACTED TO 92% OF MAMD
RD-9
Construction Documents
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6
-
2:
2
2
P
M
ky
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6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
EXPIRES: JUNE 30, 2016
3/21/2016
Construction Documents
N:
\
p
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j
\
3
9
5
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0
3
1
\
0
9
D
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P
M
ky
l
e
6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
EXPIRES: JUNE 30, 2016
3/21/2016
SW
1
5
0
T
H
A
V
E
(
C
.
R
.
N
O
.
3
7
8
)
SW HAWK RIDGE ROAD
SW DANUBE DRIVE
SW
PE
A
C
E
A
V
E
N
U
E
SW
H
U
D
S
O
N
AV
E
N
U
E
SW
MI
S
S
O
U
R
I
A
V
E
N
U
E
SW S
E
I
N
E
D
R
I
V
E
SW THAMES LANE
SW
1
5
4
T
H
A
V
E
N
U
E
SW MISSISSIPPI COURT
SW THAMES COURT
SW
M
I
S
S
O
U
R
I
P
L
A
C
E
SW SEINE COURT
B B
BBB
4
1
S
6 3
1
S
6
4
1
S
2 2
1
S
3
6
1
S
7
5
1
S
78
1
S
12
10
1
S
7
7
1
S
9
10 11
B
B
B
B
14
1
S
2
B
6
1
S
14
12
2
1
S
5
7
A
A
12.0'
12.0'
12.0'
15 15 15
15
1515
15 14
SL
15B 14
SL
15C 14
SL
15 14
SL
15 14
SL
15 14
SL
15 14
SL
P
O
W
P
P
O
W
O
W
PROPSED CENTERLINE SHALL BE CONSTRUCTED
ALONG EXISTING CENTERLINE LOCATION, TYP.
Construction Documents
N:
\
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(
S
S
1
)
S
I
G
N
.
d
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-
S
H
E
E
T
:
SS
1
Ma
r
.
2
1
,
1
6
-
2:
2
3
P
M
ky
l
e
6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
EXPIRES: JUNE 30, 2016
3/21/2016
SEE SHEET SS2 FOR STREET SIGNING DETAILS
AND NOTES.
INSTALL 28' WIDE TYPE III STREET BARRICADE
PER DWG NO. 6010 ON SHEET SS2.
INSTALL STOP BAR PER DETAIL ON SHEET SS2.
SEE SHEET SS3, DET. 6110 FOR STRIPPING
DETAILS AND NOTES.
A
1-16
B
6' CEDAR FENCE (RESIDENTIAL)
4' SPLIT-RAIL FENCE
6' BLACK VINYL CYCLONE FENCE
X
X
X
X
X
X
X
X
X
Construction Documents
N:
\
p
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\
3
9
5
-
0
3
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\
0
9
D
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(
S
S
1
)
S
I
G
N
.
d
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-
S
H
E
E
T
:
SS
2
Ma
r
.
2
1
,
1
6
-
2:
2
4
P
M
ky
l
e
6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
EXPIRES: JUNE 30, 2016
3/21/2016
N
N
M
RXN
M
RI-N
EXN
RI-N
M
RXN
HI INTENSITY SIGN
30" X 30"
15 REQUIRED
TYPE R1-1
SIGN
24"
PUBLIC
2 SIDED
2 REQUIRED
SW MISSOURI AVE
1
5
SIGN
PUBLIC
2 SIDED
4 REQUIRED
2
SW HAWK RIDGE RD
24"
SIGN
PUBLIC
2 SIDED
4 REQUIRED
6
SW DANUBE DR
24"
8"
8"
8"
SIGN
PUBLIC
2 SIDED
2 REQUIRED
3
SW PEACE AVE
24"
SIGN
PUBLIC
2 SIDED
5 REQUIRED
7
SW SEINE DR
24"
8"
8"
SIGN
PUBLIC
2 SIDED
1 REQUIRED
4
SW HUDSON AVE
24"
8"
SIGN
PUBLIC
2 SIDED
1 REQUIRED
9
SW THAMES LN
24"
8"
SIGN
PUBLIC
2 SIDED
2 REQUIRED
10
SW MISSOURI PL
24"
8"
SIGN
PUBLIC
2 SIDED
1 REQUIRED
8
SW 154TH AVE
30"
8"
12" X 18"
4 REQUIRED
TYPE R7-1
SIGN
15A
STREET NAME LETTERING: 4" UPPERCASE FIRST LETTER & 3"
LOWERCASE ALL OTHER LETTERS
PREFIXES: 3" UPPERCASE
SUFFIXES: 3" UPPERCASE FIRST LETTER & 2.25" LOWERCASE ALL
OTHER LETTERS
NOTE: ALL CHARACTERS ARE CENTERED VERTICALLY ON SIGN.
SIGN
16
24" X 30"
2 REQUIRED
TYPE R2-1
SIGN
PUBLIC
2 SIDED
1 REQUIRED
11
SW MISSISSIPPI CT
30"
8"
SIGN
PUBLIC
2 SIDED
1 REQUIRED
12
SW SEINE CT
30"
8"
SIGN
PUBLIC
2 SIDED
1 REQUIRED
13
SW THAMES CT
42"
8"
12" MIN
STOP BAR - SHALL BE 120 mil. WHITE
THERMOPLASTIC PAVEMENT MARKING
MATERIAL.SIGN
12" X 6"
4 REQUIRED
TYPE R7-201aP
14
SIGN
PUBLIC
2 SIDED
2 REQUIRED
14
SW 150TH AVE
42"
8"
15B 15C
Construction Documents
N:
\
p
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\
3
9
5
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0
3
1
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0
9
D
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w
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0
5
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t
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\
3
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.
(
S
S
1
)
S
I
G
N
.
d
w
g
-
S
H
E
E
T
:
SS
3
Ma
r
.
2
1
,
1
6
-
2:
2
4
P
M
ky
l
e
6/24/2015
POLYGON NW COMPANY
GEODESIGN, INC
Polygon at Bull
Mountain
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
EXPIRES: JUNE 30, 2016
3/21/2016