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Oak Street Estates No. 2AS -BUILT DISCLAIMER: AS -BUILT INFORMATION IS BASED ON A COMBINATION OF FIELD SURVEY INFORMATION, SPOT INSPECTION INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. OAK STREET ESTATES NO. 2 VIC:INI 1 Y MAY NOT TO SCALE SHEET INDEX GENERAL C000 - COVER SHEET WITH SITE AND VICINITY MAPS C001 - LEGEND AND GENERAL NOTES C002 - EXISTING CONDITIONS PLAN C003 - PRELIMINARY PLAT 1200 -CN PERMIT C050 - EROSION AND SEDIMENT CONTROL COVER SHEET C051 - CLEARING, DEMOLITION, MASS GRADING, EROSION AND SEDIMENT CONTROL PLAN C052 - UTILITY, STREET CONSTRUCTION, GRADING, STABILIZATION, EROSION AND SEDIMENT CONTROL PLAN C053 - EROSION AND SEDIMENT CONTROL DETAILS C054 - EROSION AND SEDIMENT CONTROL DETAILS TREE. DEMOLITION. AND GRADING PLANS C070 - DEMOLITION PLAN C071 - TREE PRESERVATION AND REMOVAL PLAN C072 - GRADING PLAN AS -BUILT ENGINEERING CONSTRUCTION PLANS TAX LOT 9800 MARGARET PORTER I TAX LOT 9200 GEOPACIFIC ENGINEERING INC. FAX: 503-563-6152 220 NW 2ND AVENUE N 0 TAX LOT 2300 ! TAX MAP 15 1 36AA TAX LOT 9900 TAX MAP iS 1 36AA EMER PH: 800-882-3377 TAX LOT 8500 7 TAX MAP 13 1 25DD LOT 20 TAX MAP 1S 1 36AA I LOT 14 \ .o a 57 TAX MAP iS 1 36AA 1850 SW 170TH AVENUE LOT 14 ---- - LOT 21 Z NATURAL RESOURCE/PLANNING/ LOT 7 = a ARBORIST/LANDSCAPE TAX LOT 9700 W " Zw ARCHITECTURE FIRM ¢��2LL o i AKS ENGINEERING & FORESTRY, LLC. TAX MAP 15 1 36AA CONTACT: ALEX HURLEY, PE, PLS, PRINCIPAL TAX LOT 8800 0 12965 SW HERMAN ROAD, SUITE 100 1 LOT 19 TAX LO I TAX LOT 9300 TAX MAP IS 1 36AA TAX LOT 2400 AX MAP 1S 1 36AA TRACT B 1 TAX MAP 15 1 36AA LOT 10 TAX MAP IS 1 25DD LOT 15 I LOT 15 TAX LOT 9600 TAX MAP iS 1 36AA TAX LOT 9500 TAX MAP IS 1 36AA LOT 17 TAX TAX LOT 9400 TAX MAP TAX MAP 1S 1 36AA LOT 16 LOT 8700 1S 1 36AA LOT 9 TAX LOT 8600 TAX MAP 15 1 36AA LOT 8 I I TAX LOT 2500 TAX MAP 25DD LOT 18 1 — — — — OIS 61 TRACT B r O W ® 7 TAX LOT 2600 cc I TAX MAP IS 1 25DD F– � ,. LOT 17 TAX LOT 300 N I �!MJ TAX MAP IS 1 6 ~ > 36AA j w'lr 2 3 4 y I TAX LOT 2700 w 5 TRACT A AX MLOT 18AP IS 1 25D0 - SW 69TH AVENUE \ TAX LOT zaoD TAX MAP L1 25DD OT 19 oP� N�s�ON �1,Lu Ei0,40 g ap11 I� PPe Icn p(ES 20�a. STREET CONSTRUCTION PLANS C100 - STREET COVER SHEET, CROSS SECTIONS, & NOTES C101 - SW LOCUST STREET AND SW 69TH AVENUE PLAN AND PROFILE C102 - SW LOCUST STREET PLAN AND PROFILE C103 - SHARED ACCESS DRIVEWAY AND PEDESTRIAN PATH PLAN AND PROFILE C104 - SW 69TH AVENUE - SW LOCUST STREET CURB RETURN PLAN AND PROFILE C105 - STREET DETAILS C106 - STREET SIGNAGE AND STRIPING PLAN C107 - STREET SIGNING AND STRIPING DETAILS C108 - STREET TREE PLAN C109 - STREET LIGHTING PLAN AND DETAILS SITE MAP 1"=60' COMPOSITE UTILITY C150 - COMPOSITE UTILITY PLAN STORM SEWER CONSTRUCTION PLANS C200 - STORM DRAIN CONSTRUCTION COVER SHEET C201 - PUBLIC STORM DRAIN 'A' PLAN AND PROFILE C202 - PUBLIC STORM DRAIN DETAILS C203 - PUBLIC STORM DRAIN DETAILS C204 - PRIVATE STORM DRAIN PLAN (1 OF 2) C205 - PRIVATE STORM DRAIN PLAN (2 OF 2) C206 - PRIVATE STORM DRAIN DETAILS SANITARY SEWER CONSTRUCTION PLANS C300 - SANITARY SEWER COVER SHEET C301 - PUBLIC SANITARY SEWER C302 - PUBLIC SANITARY SEWER DETAILS C303 - PRIVATE SANITARY SEWER PLAN C304 - PRIVATE SANITARY SEWER DETAILS WATER CONSTRUCTION PLANS C400 - WATER COVER SHEET C401 - WATER PLAN C402 - WATER DETAILS NOTE: THIS DESIGN COMPLIES WITH ORS 92044(7) IN THAT NO UTILITY INFRASTRUCTURE IS DESIGNED TO BE WITHIN 1 -FOOT OF A SURVEY MONUMENT LOCATION SHOWN ON A SUBDIVISION OR PARTITION PLAT. NO DESIGN MODIFICATION OR FINAL FIELD LOCATION CHANGE SHALL BE PERMITTED IF IT WOULD CAUSE ANY UTILITY INFRASTRUCTURE TO BE PLACED WITHIN A PROHIBITED AREA. ATTENTION EXCAVATORS: 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 OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CALLING 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT LEAST TWO BUSINESS DAYS BUT NOT MORE THAN TEN BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 503-246-6699. APPLICANT/ CONTACT: VINCE BIGGI 11605 SW NORMANDY LN WILSONVILLE OR 97070 PHONE: 503-682-7292 GEOTECHNICAL ENGINEER PH: 503-563-6151 MARGARET PORTER G7 W W Q U � GEOPACIFIC ENGINEERING INC. FAX: 503-563-6152 220 NW 2ND AVENUE N 0 CONTACT. JIM IMBRIE, PE, GE �oW U Q 14835 SW 72ND AVENUE EMER PH: 800-882-3377 Q TIGARD, OR 97224 I a Z N PH: 503-598-8445 � � .o a 57 UTILITY CONTACTS 1850 SW 170TH AVENUE ' CIVIL ENGINEERING/SURVEYING/N TIGARD, OR 97223 Z NATURAL RESOURCE/PLANNING/ EMER PH: 503-642-1511 = a ARBORIST/LANDSCAPE 3y ZvaOi� o, `a�ov W " Zw ARCHITECTURE FIRM ¢��2LL o W LL AKS ENGINEERING & FORESTRY, LLC. Z g CONTACT: ALEX HURLEY, PE, PLS, PRINCIPAL THE NORTHEAST 1/4 OF SECTION 36, 0 12965 SW HERMAN ROAD, SUITE 100 0 TUALATIN, OR 97062 U) LJJ ENGINEER PH: 503-563-6151 MARGARET PORTER IjJ GEOPACIFIC ENGINEERING INC. FAX: 503-563-6152 220 NW 2ND AVENUE N 0 CONTACT. JIM IMBRIE, PE, GE BEAVERTON, OR 97005 Q II,_ z 14835 SW 72ND AVENUE EMER PH: 800-882-3377 o TIGARD, OR 97224 WATER cf) O PH: 503-598-8445 ROB BLOCK Lu = CD 4 O UTILITY CONTACTS 1850 SW 170TH AVENUE m I 3 POWER PORTLAND GENERAL ELECTRIC ATTN: TOD SHATTUCK 2213 SW 153RD DRIVE BEAVERTON, OR 97006 PH: 503-672-5466 GAS LANCE CHEELEY MARGARET PORTER 1 COMCAST 220 NW 2ND AVENUE o TELEPHONE BEAVERTON, OR 97005 LLu Q TAM NGUYEN FRONTIER EMER PH: 800-882-3377 cr CV SEWERS WATER m F 4155 SW CEDAR HILLS BLVD ROB BLOCK . = BEAVERTON, OR 97005 1850 SW 170TH AVENUE U) O PH: 503-641-4463 TIGARD, OR 97223 Z EMER PH: 800-921-8101 EMER PH: 503-642-1511 EMER PH: 503-639-4171 82,600 SF PROJECT LOCATION: 6909 SW OAK STREET CABLE TIGARD, OR 97223 O Q TAX LOT 400 (WASHINGTON COUNTY o LANCE CHEELEY MARGARET PORTER NW NATURAL COMCAST 220 NW 2ND AVENUE 14200 SW BRIGADOON COURT PORTLAND, OR 97209 BEAVERTON, OR 97005 PH: 503-226-4211 PH: 503-596-3809 EMER PH: 800-882-3377 EMER PH: 503-596-3811 SEWERS WATER THERESA REYNOLDS RYAN SMITH ROB BLOCK TUALATIN VALLEY WATER DISTRICT CITY OF 11GARD 1850 SW 170TH AVENUE 13125 SW HALL BOULEVARD BEAVERTON, OR 97003 TIGARD, OR 97223 PH: 503-642-1511 PH: 503-639-4171 EMER PH: 503-642-1511 EMER PH: 503-639-4171 82,600 SF PROJECT LOCATION: 6909 SW OAK STREET TIGARD, OR 97223 PROPERTY DESCRIPTION: TAX LOT 400 (WASHINGTON COUNTY ASSESSOR'S MAP 1S 1 36AC) LOCATED IN THE NORTHEAST 1/4 OF SECTION 36, TOWNSHIP 1 SOUTH, RANGE 1 WEST, WILLAMETTE MERIDIAN, WASHINGTON COUNTY, OREGON EXISTING LAND USE: SINGLE FAMILY RESIDENCE PROJECT PURPOSE: SINGLE FAMILY DETACHED RESIDENTIAL 8 LOT SUBDIVISION IN THE R-4.5 DISTRICT DATUM: ELEVATIONS ARE BASED ON HOLDING WASHINGTON COUNTY BENCHMARK 82D ALSO STAMPED "CITY OF PORTLAND BM#4181" LOCATED IN A MONUMENT BOX AT THE INTERSECTION OF SW TAYLORS FERRY ROAD AND SW 65TH AVEUNE. ELEVATION OF BENCHMARK IS 480.60'. IMPERVIOUS AREA TABLE PAVEMENT AND SIDEWALKS 10,806 SF PRIVATE PROPERTY WITH SHARED ACCESS DRIVEWAY 23,839 SF 8 LOTS ® 2,640 SF/LOT TOTAL SITE AREA 82,600 SF AREA OF DISTURBANCE 81,342 SF Z w CH 1 =a H 2 W I.IJ Z _U to > cc W O U O% K JOB NUMBER 4294 SHEET C000 AS -BUILT DISCLAIMER: AS -BUILT INFORMATION IS BASED ON A COMBINATION OF FIELD SURVEY INFORMATION, SPOT INSPECTION INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. SCALE 1" = 30 FEET 90 0 12 18 24 00 CURVE TABLE CURVE RADIUS DELTA LENGTH CHORD Cl 14.00' 8938'04' 21.90' S4420'15'E 19.74' C2 14.00' 90'21'56" 2208' N453945E 19.86' C3 66.00' 5'5426' 6.80' N326'00'E 6.80' C4 66.00' 2T35'4Y 26.03' N17*41'06'E 25.86' NOTES: 1. TRACT 'C' SHALL BE OWNED AND MAINTAINED BY THE OWNER OF LOT 43 2 TRACT 'O IS TO HAVE A PUBUC ACCESS EASEMENT OVER ITS ENTIRETY AND SHALL BE OWNED AND MAINTAINED BY THE OWNER OF LOT 45. THE PURPOSE OF THIS PRELIMINARY PLAT IS TO SHOW THE PROPOSED LOT DIMENSIONS AND AREAS TO AID THE CONTRACTOR DURING CONSTRUCTION. THIS IS NOT AN OFFICIAL PLAT AND IS NOT TO BE USED FOR SURVEY PURPOSES. SW LOCUST STREET CURVE/TANGENT STATION RADIUS TAX LOT 9700 TANGENT/CHORD BEARING I i 1 TAX LOT 9300 - TAX MAP 1S 1 36AA LOT 19 TAX LOT 10200 ; I I ITAX MAP 1S1 36AATAX MAP IS 136M...ILOT 8 �n��-�' 15TRACT TAX LOT 8600 VLu ITAX MAP 1S 1 36AAOILu m LOT 8 V1, T 8700 TAX LOT 9600 i I TAX LOT 9400 1S 1 36AA i9 TAX MAP iS 1 36AA TAX LOT 9500 I s 1 TAX MAP 1S1 36AA LOT 18 TAX MAP 1S 1 36AA I r , LOT 110' PUBLIC ROAD WAY LOT 17PER BOOK 127 PAGE 42�N8933b1'W' 10.00'i---- ------_ NOD'26'59°E - - - - - - - N0026'59"E 46248'- 133.41' 15.00' EXISTING SANITARY I i 150.00' 120.00' 159.05' - SEWER EASEMENT TO BE E�6 PUBLIC UTILITY 3 TRACT REUNOUISHED i 11 I I I EASEMENT (TYP) f^ � , 12,813 S 8 16,725 SF I$ I I i I � z "�' 7 ' N00'26'S9°E i H t6, SF ±11.997 SF I 25b0' it 25.00' N I (±10,547MINUS ACCESS POLE) ' _ 66.02' SOO'50'43'W 67.13' I I h. NOO'S0'43'E 111.24' - 2�^ •F. N007.6'S9'E 22208' TAX LOT 302 TAX LOT 300 8' PUBLIC UTILITY EASEMENT (TYP)yl i i Ii o I I��' -^s `� BUILDINGS RESTRICTED IN TAX MAP 1S 1 36AA TAX MAP 1S 1 36AA I 8 i * � l I N0050'43"E 124.84' THIS ZONE. NO STRUCTURES PERMITTED - 1 I i I 18 I N0030'43°E 120,28' 30' gPROCAI ACCESS EASEMENT g.1 C TO EFlT LOTS 44 & 45 6 ±11,055 SF \' -E 04. ' . S _ (±8,833 MINUS ACCESS POLE) g w 2 S I I N N00'26'59'E 118.14' z 3 16,077 SF n ±6,077 SF i fill i �' t�' `.� 4 a N00'26'S9"E \ 54433'02E - - - - - - - VISION CLEARANCE f' 1 TRIANGLE (TYP) / ) i T it I I (\ ±6,179 SF S83'36'47"E 9.94' �.5�5�3 \� x.26.31' t TRACT A ---------- . 6613'�_� 52.63' i - 1 I P2 _-_ 43.17' \ ±11.5, SF �` 8.00' 8.00' ROW DEDICATION 271.44' i i SW 69TH AVENUE 17.00' ,o+oo�I � saona'4rws44.2Hr \, .. 102.33' 24+00 �-------H--- +----- -- _ _ 23+00 23+00 F�------i 22+00 _---------------------------------------------------------188.82• �. \ __ ------------------ ----- TAX LOT __"-�i----- 303 TAX MAPS, 36AA APPROVED "OAK STREET ESTATES" F- I SUBDIVISION (SUB 2014-001) W ' ISLu F N II ,N NOTES: 1. TRACT 'C' SHALL BE OWNED AND MAINTAINED BY THE OWNER OF LOT 43 2 TRACT 'O IS TO HAVE A PUBUC ACCESS EASEMENT OVER ITS ENTIRETY AND SHALL BE OWNED AND MAINTAINED BY THE OWNER OF LOT 45. THE PURPOSE OF THIS PRELIMINARY PLAT IS TO SHOW THE PROPOSED LOT DIMENSIONS AND AREAS TO AID THE CONTRACTOR DURING CONSTRUCTION. THIS IS NOT AN OFFICIAL PLAT AND IS NOT TO BE USED FOR SURVEY PURPOSES. SW LOCUST STREET CURVE/TANGENT STATION RADIUS LENGTH DELTA CHORD TANGENT/CHORD BEARING L1 10+00.00 310.00' N89 -09-17-W TAX LOT 2400 ,TAX MAP 1S 1 25DD LOT 15 Lu cc of cc zI TAX LOT 2500 TAX MAP 1SLu 1 25DD LOT 16 81.35' I r ----- --- - - --- ---- T B --- ----- ----- - --- F _ ___ 80.38' � I TAX LOT 2600 TAX MAP Li D1 25DD \ g I TAX LOT 2700 TAX MAP IS 1 25DD LOT 18 I I TAX LOT 2800 _. TAX MAP 1S 1 25DD LOT 19 I I I I i I TAX LOT 2900 TAX MAP 1S 1 25DD LOT 20 i Q cc Q Z 2 J cc m RENEWS: 6/30/17 )NS JOB NUMBER 4294 SHEET C003 g AS -BUILT DISCLAIMER: AS -BUILT INFORMATION IS BASED ON A COMBINATION OF FIELD SURVEY INFORMATION, SPOT INSPECTION INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. OAK STREET ESTATES NO. 2 1200CN -EROSION AND SEDIMENT CONTROL PLANS VICINITY MAP NOT TO SCALE JI I t IVIAr 1"=100' SHEET INDEX C050 - EROSION AND SEDIMENT CONTROL COVER SHEET C051 - CLEARING, DEMOLITION, MASS GRADING, EROSION AND SEDIMENT CONTROL PLAN C052 - UTILITY, STREET CONSTRUCTION, GRADING, STABILIZATION, EROSION AND SEDIMENT CONTROL PLAN C053 - EROSION AND SEDIMENT CONTROL DETAILS C054 - EROSION AND SEDIMENT CONTROL DETAILS DEVELOPER BIGGI CONSTRUCTION CONTACT: VINCE BIGGI 11605 SW NORMANDY LN WILSONVILLE, OR 97070 PHONE: 503-682-7292 ENGINEERING/ SURVEYING FIRM AKS ENGINEERING & FORESTRY, LLC. CONTACT: ALEX HURLEY, PE, PLS 12965 SW HERMAN ROAD, SUITE 100 TUALATIN, OR 97062 PHONE: 503-653-6151 FAX: 503-653-6152 PROJECT LOCATION: 6909 SW OAK STREET TIGARD, OR 97223 LAT: 45.446969 N LONG. 122.747399 W PROPERTY DESCRIPTION: TAX LOT 400 (WASHINGTON COUNTY TAX MAP IS 1 36AC) LOCATED IN THE NORTHEAST 1/4 OF SECTION 36, TOWNSHIP 1 SOUTH, RANGE 1 WEST, WILLAMETTE MERIDIAN, WASHINGTON COUNTY, OREGON EXISTING SITE CONDITIONS " SINGLE FAMILY DETACHED RESIDENTIAL HOME DEVELOPED CONDITIONS " SINGLE FAMILY DETACHED RESIDENTIAL 8 LOT SUBDIVISION IN THE R-4.5 DISTRICT NATURE OF CONSTRUCTION ACTIVITY AND ESTIMATED TIME TABLE + CLEARING AND TREE REMOVAL (JULY 15, 2016 - AUG 15, 2016) " GRADING [EXCAVATION AND FILL] (AUG 1, 2016 - SEPT 1, 2016) " INSTALLATION OF UTIUTIES (AUG 1, 2016 - OCT 1, 2016) " FINAL STABILIZATION (OCT 1, 2016 - NOV 1, 2016) TOTAL SITE AREA = BZ600 SF = 1.90 ACRES TOTAL DISTURBED AREA =81,342 SF = 1.87 ACRES SITE SOIL CLASSIFICATION: 7D - CASCADE SILT LOAM, 12-20 PERCENT SLOPES 12A - CORNEULIS VARIANT SILT LOAM, 0-3 PERCENT SLOPES 19B - HELVETIA SILT LOAM, 2-7 PERCENT SLOPES SOILS HAVE A MODERATE EROSION POTENTIAL RECEIVING WATER BODIES:- ASH ODIESASH CREEK ATTENTION EXCAVATORS: 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 OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CALLING 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT LEAST TWO BUSINESS DAYS BUT NOT MORE THAN TEN BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 503-246-6699. STANDARD EROSION AND SEDIMENT CONTROL PLAN DRAWING NOTES: 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. 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 NTH ALL APPLICABLE LOCAL STATE, AND FEDERAL EROSION AND SEDIMENT CONTROL REGULATIONS. 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. 4. PHASE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO PREVENT EXPOSED INACTIVE AREAS FROM BECOMING A SOURCE OF EROSION. 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 6. PRESERVE EXISTING VEGETATION PEN 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. 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 FOLLOWNG PROCEDURES ESTABLISHED FOR THE DURATION OF CONSTRUCTION, INCLUDING PROTECTION FOR ACTIVE STORM DRAIN INLETS AND CATCH BASINS AND APPROPRIATE NON-STORMWATER POLLUTION CONTROLS. B. ESTABLISH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT AREAS BEFORE BEGINNING CONCRETE WORK. DIRECT ALL WASH WATER INTO A PIT OR LEAK -PROOF CONTAINER. HANDLE WASH WATER AS WASTE, CONCRETE DISCHARGE TO WATERS OF THE STATE IS PROHIBITED. 9. APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY ON ALL DISTURBED AREAS AS GRADING PROGRESSES AND FOR ALL ROADWAYS INCLUDING GRAVEL ROADWAYS. 10. ESTABLISH MATERIAL AND WASTE STORAGE AREAS, AND OTHER NON-STORMWATER CONTROLS. 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 12. WHEN TRUCKING SATURATED SOILS FROM THE SITE, ETHER USE WATER -TIGHT TRUCKS OR DRAIN LOADS ON SITE 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. 14. IMPLEMENT THE FOUAWNG BMPS WREN APPLICABLE: WRITTEN SPILL PREVENTION AND RESPONSE PROCEDURES, EMPLOYEE TRAINING ONSPILL PREVENTION AND PROPER DISPOSAL PROCEDURES, SPILL KITS IN ALL VEHICLES, REGULAR MAINTENANCESCHEDULE FOR VEHICLES AND MACHINERY, MATERIAL DELIVERY AND STORAGE CONTROLS, TRAINING AND SIGNAGE, AND COVERED STORAGE AREAS FOR WASTE AND SUPPLIES. 15. USE WATER, SOIL -BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS NEEDED TO AVOID WIND-BLOWN SOIL 16. THE APPLICATION RATE OF FERTIUZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS TO MINIMIZE NUTRIENT RELEASES TO SURFACE WATERS. EXERCISE CAUTION WHEN USING TIME -RELEASE FERTIUZERS WITHIN ANY WATERWAY RIPARIAN ZONE. 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. 18. AT THE END OF EACH WORKDAY SOL 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. 19. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND DURING WET WEATHER OCTOBER 01 - MAY 31. 20. SEDIMENT FENCE REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE THIRD OF THE ABOVE GROUND FENCE HEIGHT AND BEFORE FENCE REMOVAL 21. OTHER SEDIMENT BARRIERS (SUCH AS BIOBAGS): REMOVE SEDIMENT BEFORE IT REACHES TWO INCHES DEPTH ABOVE GROUND HEIGHT, AND BEFORE BMP REMOVAL. 22. 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. 23. WTHIN 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 WTHIN THE SAME 24 HOURS. ANY IN -STREAM CLEAN UP OF SEDIMENT SHALL BE PERFORMED ACCORDING TO THE OREGON DIVISION OF STATE LANDS REQUIRED TIMEFRAME 24. 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. 25. PROVIDE PERMANENT EROSION CONTROL MEASURES ON ALL EXPOSED AREAS. DO NOT REMOVE TEMPORARY SEDIMENT CONTROL PRACTICES UNTIL PERMANENT VEGETATION OR OTHER COVER CE EXPOSED AREAS IS ESTABUSHED. HOWEVER, DO REMOVE ALL TEMPORARY EROSION CONTROL MEASURES AS EXPOSED AREAS BECOME STABILIZED, UNLESS DOING SO CONFLICTS WTH LOCAL REQUIREMENTS. PROPERLY DISPOSE OF CONSTRUCTION MATERIALS AND WASTE, INCLUDING SEDIMENT RETAINED BY TEMPORARY BMPS. 26. IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO LATER THAN SEPTEMBER 1; THE TYPE AND PERCENTAGES OF SEED IN THE MIX MUST BE IDENTIFIED ON THE PLANS. 27. 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). 28. ALL EXPOSED SOILS MUST BE COVERED DURING THE WET WEATHER PERIOD, OCTOBER 01 - MAY 31. 29. IF WATER OF THE STATE IS WITHIN THE PROJECT SITE OR WTHIN 50 FEET OF THE PROJECT BOUNDARY, MAINTAIN THE EXISTING NATURAL BUFFER WTHIN THE 50 -FOOT ZONE FOR THE DURATION OF THE PERMIT COVERAGE, OR MAINTAIN LESS THAN THE ENTIRE EXISTING NATURAL BUFFER AND PROVIDE ADDITIONAL EROSION AND SEDIMENT CONTROL BMPS. LOCAL AGENCY -SPECIFIC EROSION CONTROL NOTES: 1. 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. 2. 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). 3. ALL EXPOSED SOLS MUST BE COVERED DURING THE WET WEATHER PERIOD, OCTOBER 01 - MAY 31. IMPERVIOUS AREA TABLE PUBLIC ROW 10,806 SF PRIVATE ROW 0 SF PRIVATE PROPERTY WITH SHARED ACCESS DRIVEWAY 23,839 SF (8 LOTS ® 2,640 SFAOT) BMP MATRIX FOR CONSTRUCTION PHASFS REFER TO DEQ GUIDANCE MANUAL FOR A COMPREHENSIVE LIST OF AVAILABLE BMP'S SITE CONDITION CLEARING MASS GRADING UTILITY INSTALLATION SITE CONSTRUCTION FINAL STABILIZATION WET WEATHER (10/1-5/31) EROSION PREVENTION AT LEAST ONCE EVERY MONTH, REGARDLESS OF WHETHER STORMWATER RUNOFF IS OCCURRING. ONCE TO ENSURE THAT EROSION AND SEDIMENT CONTROL PRESERVE NATURAL VEGETATION X X X X X X GROUND COVER 4. PERIODS DURING WHICH THE SITE IS INACCESSIBLE IF PRACTICAL, INSPECTIONS MUST OCCUR DAILY AT A DUE TO INCLEMENT WEATHER. RELEVANT AND ACCESSIBLE DISCHARGE POINT OR X X HYDRAULIC APPLICATIONS MONTHLY. RESUME MONITORING IMMEDIATELY UPON MELT, TO FROZEN CONDITIONS. OR WHEN WEATHER CONDITIONS MAKE DISCHARGES LIKELY. PLASTIC SHEETING x MATTING X X DUST CONTROL X % X X X TEMPORARY/PERMANENT SEEDING X X BUFFER ZONE X X X X X X OTHER: SEDIMENT CONTROL SEDIMENT FENCE (PERIMETER) ""X X X X X X SEDIMENT FENCE (INTERIOR) X X X X X STRAW WATTLES X X X X X FILTER BERM INLET PROTECTION •"X X X X X X DEWATERING SEDIMENT TRAP *NATURAL BUFFER ENCROACHMENT OTHER: RUN OFF CONTROL CONSTRUCTION ENTRANCE ""X X X X X X PIPE SLOPE DRAIN OUTLET PROTECTION X X X X SURFACE ROUGHENING X X CHECK DAMS X X X X X X OTHER: POLLUTION PREVENTION PROPER SIGNAGE X X X X X X HAZARDOUS WASTE MANAGEMENT X X X X X % SWILL KIT ON-SITE X X X X X X CONCRETE WASHOUT AREA X X X OTHER: SIGNIIItS AUUI IIUNAL BMPS KLQUIRED FOR WORK WITHIN 50' OF WATER OF THE STATE. •" SIGNIFIES BMP THAT WLL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY. THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200 -CN PERMIT. THIS ESCP AND GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE COMPLIANCE WITH THE 1200 -CN PERMIT REQUIREMENTS. IN CASES OF DISCREPANCIES OR OMISSIONS, THE 1200 -CN PERMIT REQUIREMENTS SUPERCEDE REQUIREMENTS OF THIS PLAN. INSPECTION FREQUENCY SITE CONDITION MINIMUM FREQUENCY WEEKLY WHEN STORMWATER RUNOFF, INCLUDING RUNOFF FROM SNOWMELT, IS OCCURRING. 1. ACTIVE PERIOD AT LEAST ONCE EVERY MONTH, REGARDLESS OF WHETHER STORMWATER RUNOFF IS OCCURRING. ONCE TO ENSURE THAT EROSION AND SEDIMENT CONTROL 2. PRIOR TO THE SITE BECOMING INACTIVE OR MEASURES ARE IN WORKING ORDER. ANY NECESSARY IN ANTICIPATION OF SITE INACCESSIBILITY. MAINTENANCE AND REPAIR MUST BE MADE PRIOR TO LEAVING THE SITE. 3. INACTIVE PERIODS GREATER THAN FOURTEEN (14) CONSECUTIVE CALENDAR DAYS. ONCE EVERY MONTH. 4. PERIODS DURING WHICH THE SITE IS INACCESSIBLE IF PRACTICAL, INSPECTIONS MUST OCCUR DAILY AT A DUE TO INCLEMENT WEATHER. RELEVANT AND ACCESSIBLE DISCHARGE POINT OR DOWNSTREAM LOCATION. 5. PERIODS DURING WHICH DISCHARGE IS UNLIKELY DUE MONTHLY. RESUME MONITORING IMMEDIATELY UPON MELT, TO FROZEN CONDITIONS. OR WHEN WEATHER CONDITIONS MAKE DISCHARGES LIKELY. • HOLD A PRE -CONSTRUCTION MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES THE INSPECTOR TO DISCUSS EROSION AND SEDIMENT CONTROL MEASURES AND CONSTRUCTION LIMITS • ALL INSPECTIONS MUST BE MADE IN ACCORDANCE NTH DEQ 1200 -CN PERMIT REQUIREMENTS. " INSPECTION LOGS MUST BE KEPT IN ACCORDANCE NTH DEQ'S 1200 -CN PERMIT REQUIREMENTS. " RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON REQUEST TO DEO, AGENT, OR THE LOCAL MUNICIPALITY. DURING INACTIVE PERIODS OF GREATER THAN SEVEN (7) CONSECUTIVE CALENDAR DAYS, RETAIN THE ESCP AT THE CONSTRUCTION SITE OR AT ANOTHER LOCATION. :L'r1,�7►IG1�� L A COMPREHENSIVE UST OF AVAILABLE BEST MANAGEMENT PRACTICES (BMP) OPTIONS BASED ON DES's GUIDANCE MANUAL HAS BEEN REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT CONTROL PLAN. SOME OF THE ABOVE USTED BMPS WERE NOT CHOSEN BECAUSE THEY WERE DETERMINED TO NOT EFFECTIVELY MANAGE EROSION PREVENTION AND SEDIMENT CONTROL FOR THIS PROJECT BASED ON SPECIFIC SITE CONDITIONS, INCLUDING SOL CONDITIONS TOPOGRAPHIC CONSTRAINTS, ACCESSIBWTY TO THE SITE, AND OTHER RELATED CONDITIONS, AS THE PROJECT PROGRESSES AND THERE IS A NEED TO REVISE THE ESC PLAN, AN ACTION PLAN WELL BE SUBMITTED. RE u,lun� PERMITTEE'S SITE INSPECTOR JEFF NELSON COMPANY/AGENCY' AKS ENGINEERING 3 FORESTRY LLC PHONE: 503-925-8799 FAX: 503-925-8969 E-MAIL• JEFFNOAKS-ENG.COM DESCRIPTION OF EXPERIENCE: 20 YEARS OF EXPERIENCE MANAGING CONSTRUCTION SITES INCLUDING THE MONITORING OF EROSION AND SEDIMENT CONTROL MEASURES AND BMPS TO ENSURE COMPUANCE NTH CLEAN WATER SERVICES REQUIREMENTS Vi W W �o I- cJ o UJ M 3 W (%� o LuQ CV mNm O Ye z Q O (s o I- I - Z W WW C UJ W` 0o Q U Z � 0 C F - 0Z W U JOB NUMBER 4294 SHEET C050 PRE -CONSTRUCTION, CLEARING, AND DEMOLITION NOTES: 1. ALL BASE ESC MEASURES (INLET PROTECTION. PERIMETER SEDIMENT CONTROL GRAVEL CONSTRUCTION ENTRANCES. ETC.) MUST BE IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. 2. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE BERMS CONSTRUCTED OUT OF MULCH CHIPPINGS. OR OTHER `JgTABLE MATERIAL STRAW WATTLES OR OTHER ppPROVED MATERIALS. 3. SENSITIVE RESOURCES INCLUDING, BUT NOT LIMITED TO, TREES, WETLANDS AND RIPARIAN PROTECTION AREAS SHALL BE CLEARLY DELINEATED WITH ORANGE CONSTRUCTION FENCING OR CHAIN LINK FENCING IN A MANNER THAT IS CLEARLY MSIRLE TO ANYONE IN THE AREA. NO ACTWITIES ARE PERMITTED TO OCCUR BEYOND THE CONSTRUCTION BARRIER. 4. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, INCLUDING, BUT NOT LIMITED TO, STREET SWEEPING AND VACUUMING. MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 5. RUN-ON AND RUN-OFF CONTROLS SHALL BE IN PLACE AND FUNCTIONING PRIOR TO BEGINNING SUBSTANTIAL CONSTRUCTION ACTIVITIES. RUN-ON AND RUN-OFF CONTROL MEASURES INCLUDE: SLOPE DRAINS (WITH OUTLET PROTECTION) CHECK DAMS SURFACE ROUGHENING AND BANK STABILIZATION. 6. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING THE APPLICATION OF A FINE SPRAY OF WATER, PLASTIC SHEETING, STRAW MULCHING, OR OTHER APPROVED MEASURES. PROJECT SITE AND DISTURBED AREA ARE TO BE PROPERLY MAINTAINED TO MINIMIZE DUST GENERATION. r- LEGEND EXISTING GROUND CONTOUR (, FT) EXISTING GROUND CONTOUR (5 FT) — — — 300 — — — EXISTING TREE TO REMAIN EXISTING TREE TO BE REMOVED SEDIMENT FENCE - PERIMETER (ORANGE) — X X — SEDIMENT FENCE/STRAW WATTLE (TO BE INSTALLED AFTER GRADING) DISTURBED AREA Q f I I 0 W I I TAX LOT 7900; TAX LOT 8000 w Q U TAX MAP IS i 36AA TAX MAP ,S 1 36AA ¢ a LOT 1 - I I LOT 2 a ----------------------------------- a a � I -- >S -------------------------------------------- -�N ¢ _ SW 70TH PLACE — — — — — "=o N 5 W ------ ]C h a - / p Z LL -------------I " i I ;------------- -AX LOT 830 T 0 / ZO ( ' \ TAX MAP ,S 1 36AA 1 I _i_ i _____ _>\ LOT 5 / O II I \ N V C:) W= I / CD igI I W / W �� ON --� 3 TAX LOT 9100 ! a \ I I I'\\ TAX MAPS, 36M I i J J ' ' TAX LOT 2200 Q L j 1 � LOT 13 a TAX LOT 8400 TAX M OT l3' zSOD J x /i I \\ / 2 rax MAP ,s 13saA ¢ I Imo cD r,-8. 1 i z� 3 I '00• PILEi I / �j \ � �': I N - I TAX LOT 2300Lo TAX LOT 9200 I W ch 4— <TAX MAP 1S , 36AA i I .TAX MAP 1S 1 25DD TAX LOT 9900 ' I LOT 14 I I Lora W N Q TAX MAP IS 1 36AA ;, 1 •'` I-so`i LOT 21 TAX LOT 8500 �ti�'�I I I N m TAX MAP 1S 1 36AA I .: '^ R I i LOT7 \ V!O C/ AAA k I I Y Z � INLET PROTECTION I iF i i - - II,• __ •�•:IW IW TAX LOT 9300 I I � I spo• I zs. DRAINAGE FLOW DIRECTION TAX LOT 10200_ I ! a. �1 I W TAX MAP LOT 15 36AA I III I I' TAX MAP IS S , 22 DD Im _p TAX Maci's's`� —\ i': jl '� IT LOT 8800 p I I H I LOT 15 O �Q GRAVEL CONSTRUCTION ENTRANCE kt -� m I I I II iy I ' TAX MAPS 1 36AA TAX LOT 8600 I I I y o LOT 10 TAX MAPS, 36AA _' •...III a ' LOT 8 '^ TREE PROTECTION FENCE �• I I ,. rl iV i ' V/ c w &00 PUE-�; �= I 'O I ' - TAX LOT 8700 I (D I"� I TAX NAP IS 1 36AA I� ti TAX LOT 2500 a Za TAX LOT 9600 I i r /I ; I I ' TAX LOT 9400 LOT 9 1 TAX MAP iS 1 25DD O TAX MAPS, 36AA �= TAX LOT 9500 IH., I I I.., Iy I I I - - II 'i LOT 16 Z LOT 18 a g . I I I I >,"j'. TAX MAP 15 1 36AA I J TAX MAP ,S 1 36AA • -. I. 3 LOT 16 a a 15 LOT 17 I � I SCALE 1" = 30 FEET WOOD FENCE ------ .."' , �y`'... \ \\ \ I I \ -� I \) \\ \ � �1� •lA�i i` - --�'t--I_--� Z caaO O BO 0 12 18 E4 30 ......._... ... ...... ...... ....... ..... ..... _B - RE CE SEDIMENT f^ r O O Z $ A' \ O REMOVE GRAVEL \ \ \ I \ \ -_.IV LU I \ \ \ \ \ \ l I l II(<<\\ \\ W U \DPoVEWAY I \ �\ STEXISTING ON- RUCTURES TO BE \ \ \ SHED I)) \\\\S\fA\$ I s \ '^ - I ; i \ \ \ \ \ `. �(•.,+•T45� REMOVED(TYP) \\ \ \ )) 41,01/b/ ll/l/l 11 // / ,ry�TT�� < W TAX LOT 2600 0 0 I� TAX LOT 302 TAX LOT 300 I I \ \ \ \ ' \ - 1 I 1 / 1 i /%/// 561 I TAX NAP 1S 1 25DD Z \ \ `, \ \ \ I JJj l // // % I — Lor n Z TAX MAP ,S 1 36AA .TAX MAP 1S 1 36AA i \ I \ \ \ \ \............. \ \ ,�,�� ,� / // // / �. 11\ \ \ \ ■ \ \ \ \ i `t� \ \A��...._._ GARAGE \\ 1 1 t l 5 �irji�iii �1 �ii�� c Z W ��xo�Oo :............._.._..__, I \ I I \\\)//Il��ii/ \ I \ 1 \ 1\I\ rAMAPs,3s {St \..._._.. \ I I (((�I/�/ I// ill �`� " a — I� r ( I I I \ ' \ \ \� \ I II I rII rll(�\`�II�<�r, I oc o 1ElPORARY SOIL \' \' \ \ �\ \ \ \ \ POR M ( I STOCKPLE ANSA V� I { \ \ 1 `` I TEMPORARY I I \ \ i \ ;\ \ \ \ \ \ \ \ I I I I I4)" III \ III � I I III j W W Lu V \ STAGING. II i \ \ \ \ \ \ \ I I I ( I I \ i MAINTENANCE, GRAVEL CONSTRUCTET6STING TREE 10 - HOUSEo/\\IIIVIII �� ,47.55..E I> _j V+ UELNG AREA AND \ \ ENTRANCE \ \ �/I\\ E REMOVED (TYP) I III I\ \I _!�� I TAX LOT oNsnEPaeaMc\ \ \ \ \ \ I ( °I"sF—� 2700 OEg�EDBY: JRA INLET PROTECTION (TW) \ ' \ l \ \ I \ \\ \\\\ ` S `\ LOT IS gtnvm BY. JRA / \\� I a1 aX� \ \ \ \ \ \ \ \ 1 (.I I �• \\ \ \ 1 \\��\�\\2 \\ ��' \\ I TAX MAPIS1 25DD WIRE CE\ 1 \ RE CE �� S 1 \ \ I j�I \° I \ — —' _ \ I j .+ CHEgOD BY: PAS --'-- scu. AS NOTED DATE 2/14/2017tI/ -v-----------.AREA BOUNDARY f__\� -_�- - �' __ _I— —. \ I \I / II,I I I ( III f 6.b. 125. oecwN TAX LOT 1- 'r - +- I- -�-- - -� - ---�- -- -- \ -- - - �- - --1--- \ ` ✓ I I I I III TAX LOT 2800 303 I - I \ SU�1619T1NIIE \ -� \ \ ---- \ \ \\� \ I II II TAX MAP IS 1 250D 9ry TAX MAP 1S 1 36AA I I \ \ -\ \ \ \- �.� I ' 'VIII I LOT 19 xcr�Ew wTeHe ao n REVISIONS I \ \ \ II APPROVED "OAK STREET ESTATES" AS -BUILT DISCLAIMER: I I I N e AS -BUILT INFORMATION IS BASED ON A COMBINATION OF II SUBDIVISION (SUB 2014-001) FIELD SURVEY INFORMATION, SPOT INSPECTION (i RIGHT -OF -WA` IiII I�{ I JOB NUMBER ATIoOP-oRsaDs°�No.4294INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULDI I� I I I �( �I 11 I I \ I TAX LOT 2900 SHEET BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. -i fA-�-____ ---_C __________________ ___ I I I TAX MAP s, zSDo C051 I /\ I Lor 20 LEGEND 0. EROSION AND SEDIMENT CONTROL BMP E6snnc ORouno CONTOUR (, Fr) NEW IMPERVIOUS SURFACE IMPLEMENTATION: a a Q EXISTING G4ROUND CONTOUR (5 FT) --- 200--- n 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL TAX LOT 7900 1 I ' TAX LOT 8000 Z v CONSTRUCTION EN, PRIORS, ETC.) MUST BE IN PLACE, FUNCTIONAL, AND APPROVED IN AN /`. � 7 D o INITIAL INSPECTION, PRIOR TO COLIMENCEMLYNT OF CONSTRUCTION ACTIVITIES. TAX MAP IS 1 36AA 1 i - TAX MAP 15 1 36M FINISHED GRADE CONTOUR (, FT) �' ),; �k� � CD Z LOT 1 i LOT 2 LONG TERM SLOPE STABILIZATION _ 2. ALL 'SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING)' SHALL BE INSTALLED i I I i FINISHED GRADE CONTOUR (5 FT) 20D L y w cD IMMEDIATELY FOLLOWING ESTABLISHMENT OF FINISHED GRADE AS SHOWN ON THESE PLANS 3. LONG TERN STABILIZATION MEASURES INCLUDING SLOPE MATTING AND SEEDING SHALL BE � - �_____' -------,_,_ EXISTING TREE TO REMAIN L IN PLACE OVER ALL EXPOSED SOILS BY OCTOBER - _ - - - - _ z o^, ,� Z a ----------------------------- PERIMETERSEDIMENT FENCE - (ORANGE) COPE MATTING PER DETAIL CONSTRUCTED4. THE STOR WATER FACILITY SHALL BE MID OPRTO E TRMWASYnTo FUNC ONINGANEFAVI WSEDIMENT FENCE NTH Iq � CSWWATTLE NEER ALo = N SOTEOSHALL OLAGE IMMEDIATELY FOLLOWING PAVING o DISTURBED AREA ®d�` GRAVEL CONSTRUCTION ENTRANCE Z c SCALE 1" = 30 FEET- - I / I - - TREE PROTECTION FENCE O e" GRADING. STREET AND UTILITY EROSION AND SEDIMENT so o ,z ,a za so -------------- I------------------ INLET PRoTEcnoN �\ W CONSTRUCTION NOTES: -_1 �__ ♦ \\\ ` �` - - i ------- - --- ---- --- DRAINAGE FLOW DIRECTION 1.5' AC GRIND AND INLAY W �. 2 1. SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF ONE OF THE O i x II I ' w O FOLLOWING MIXTURES, UNLESS OTHERWISE AUTHORIZED: O 1 i i CONCRETE WASH AREA V, A. VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES SEE RESTORATION PLAN O < ) FOR APPROPRIATE SEED MIX B. DWARF GRASS MIX (MIN. 100 LB./AG) 1. DWARF PERENNIAL RYEGRASS (805 BY» GH,) o = i Y -�, - TAX LOT 9100 ) TAX LOT 2200 J 2. CREEPING RED FESCUE 205 BY WEIGH °d 'i O J a _,` -TAX MAP IS 1 36AA 1 C. STANDARD HEIGHT GRASS MIX (MIN. 100LB./AC.)( $�- LOT 13 I ' W V TAX MAP 1S 1 25DD UJ 1. ANNUAL RYEGRASS (405 BY WEIGHT) X / I ( - _- / !� \ TAX LOT 8400 I LOT 13 C 2. NRF -TYPE FESCUE (605 BY WEIGHT) Q --t I \ TAX MAP Or 6, 36AA 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE SURFACE ROUGHENED BY MEANS OF TRACK -WALKING OR THE USE of OTHER APPROVED IMPLEMENTS. SURFACE ROUGHENING IMPROVES SEED BEDDING AND REDUCES RUN-OFF VELOCITY. 1 , , 0 ~ 1 I i• TAX LOT 2300 a C\( 3. LONG TERM STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT TAX LOT 9800 , ' TIS � � ' I 0 VEGETATIVE COVER NA SEEDING WITH APPROVED MIX AND APPUCATION RATE � � TAX LOT 9200 1 � � m TAX MAP 1S 1 36AA ,- 1 I J TAX MAP 1 1 25DD LOT 20 TAX LOT 9900 TAX MAP 1S , 36AA 1 I I �I LOT 14 4. TEMPORARY STABILIZATION STRAW MEASURES SHALL INCLUDE: COVERING VEOSED SOIL WITH ' i •. +' i LOT 14 i I • PLASTIC SHEETING, STRAW MULCHING, WOOD CHIPS, OR OTHER APPROVED MEASURES. I ( ( 1 N TAX MAP IS 1 36AA I, 1. 'SO'(' i 1 I / I . I � e •• I I \ O �.i 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND LOT 21 TAX LOT 8500 CONFIGURATION. DURING 'WET 'FEATHER' PERIODS, STOCKPILES SHALL BE COVERED WITH \•y" I € I 1 \ TAX MAP 1S 1 36AA I I PLASTIC SHEETING OR STRAW MULCH. SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER OF THE STOCKPILE. I I \ LOT 7 I Q 6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND MULCHING, EROSION CONTROL BLANKETS OR MATS, MID -SLOPE SEDIMENT FENCES TAX LOT 9700 I7 1W ' a OR WATTLES, OR OTHER APPROPRIATE MEASURES SLOPES EXCEEDING 255 MAY REQUIRE I i W TAX LOT 9300 ADDITIONAL EROSION CONTROL MEASURES AS NEEDED. TAX MAP IS 1 36AA -' r- I I TAX LOT 2400 C3 0 LOT s TAX LOT 10200 I 1 TAX MAP IS 1 36AA I i II I TAX MAP ,S 1 25DD 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES TAX MAP IS 1 36AA \ i I `s 'I If i� LOT 15 I 1 - I I �I I LOT 15 INCLUDING THE APPLICATION OF A FINE SPRAY OF WATER, PLASTIC SHEETING, STRAW TRACT B su i :f) ;TAX LOT 8800 I II I MULCHING, OR OTHER APPROVED MEASURES. TAX MAP ,S , 36AA TAX LOT 8600 I LOT 10 TAX MAP 1S 1 36AA I :. I Z 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND 1 LOT 8 Z O MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT I V P L I I Z UMITED TO, TIRE WASHES, STREET SWEEPING, AND VACUUMING MAY BE BE REQUIRED TO I INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. II I I( 100 co Q 9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF I �` I I I TAX LOT .8700 I - O J APPROVED INLET PROTECTION MEASURES. ALL INLET PROTECTION MEASURES ARE TO BE I 17 1 I TAX MAP 1S 1 36AA I TAX LOT 2500 U fl REGULARLY INSPECTED AND MAINTAINED AS NEEDED. TAX LOT 9600 - �I. .Y /1 I \ •. 1 ; NTAX LOT 9400 3 LOT 9 I� L Ie �. TAX MAP IS 1 25M (� TAX MAP IS 1 36AA TAX LOT 9500 '� I I I ' TAX MAP iS i 36AA I - I i LOT 16 M 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN LOT 18 I � I ( �' I li - O TAX MAP 1S 1 36AA yy I 3 i LOT 16 WATER -TIGHT TRUCKS TO ELIMINATE SPILLAGE OF SEDIMENT AND SEDIMENT -LADEN WATER LOT 17 \j I 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A DISTURBED AREA BOUNDARY 1 I I i _ _ �I / O LOCATION THAT DOES NOT PROVIDE RUN OFF THAT CAN ENTER THE STORM WATER SYSTEM. IF _ w I------� : y / / / / -- `�\ \ �� QO THE CONCRETE WAST -OUT AREA CAN NOT BE CONSTRUCTED GREATER THAN 50' FROM ANY - t DPOINT, SECONDARY MEASURES SUCH AS BERMS OR TEMPORARY SETTLING TLING PITS MAY - - \ �r lel I ♦O BE REQUIRED. THE WASH-OUT SHALL BE LOCATED WITHIN SIX FEET OF TRUCK ACCESS AND BE CLEANED WHEN IT REACHES 505 OF THE CAPACITY. 1- 12. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE i 1 \ �• \ \ 11 �� I ��\ '� i', ` FILL m car k ' I ?�� lij ilk\\ \l��s <<_ ,) iII� W m Z STORMWATER SYSTEM. SWEEPINGS SHALL BE PICKED UP AND DISPOSED IN THE TRASH. \ \ \ \CUT \ II pL�� 1 I m 11 ?\\\l \� ��L 1 I �\ W LU 13. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTO THE STORM . I WATER SYSTEM. IL 14. USE BMPs SUCH AS CHECK -DAMS, BERMS, AND INLET PROTECTION TO PREVENT RUN-OFF i \ \ L ' I TAX LOT 2600 N N FROM REACHING DISCHARGE POINTS. W _ � `W � _ � TAX MAP 1S 1 25DD 15. COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL TAX LOT 300 I I I \ - ' \� ��\ �� 0 ��`� LOT 17 V COAT, TACK COAT, ETC. TO PREVENT INTRODUCING THESE MATERIALS TO THE STORM WATER TAX MAP ,S 1 36AA �� SYSTEM. I A I . wd V��' _1 ��i90 �ll �J"/�/�� I J 16. PROJECT STE AND DISTURBED MEAS TO BE PROPERLY MAINTAINED TO MINIMIZE DUST — GENERATION. � � ( ' � V im , :�\ CC I 'w/ CC �i �� 1� v 1 i j �11111I11 II A /iii 1 1� TEMPOORNARRY TEMPORARYSOL I A I �\ F �L \V.�1T �\ -1 w/11 / I �I� I MAINTENANCE - STOCKPILE AREA \ \ 4 \ I I ` 1 1�' -1.255IQ DESIGNED BY. JRA I.' I - - - - SOLID WASTE AM \ ONSITE PARKING I I F� I (L, FUELING AREA l a \ \ \ �\ �\ \ \' ; —' I TAX LOT DRANN Br. JRA (_ �\ 2700 CHECKED BY. PAs TAX MAP 1S 1 25DD SCALE: AS NOTED WASHOUT ti a \ � s\\ T) Lu Lor 16 DATE 2/14/2(117 R11s _ W \� \ - >~ - --- - -� GRAVE CONSTRUCTION b,_ � �/i- ..izF�� 39 0py ENTRAN fes. —% �"' I — — — \ \��q`� �� --- L — t — — — t — — I \ \ \\�\ ILII j I III T I OR6EDN I— 1 1_I� _ _ \ \ \\ _ \ \ I / ��,111�\I\\� 9TH E UE - \C------\ Er r rRonxnaN (TED) \ I / �II I1' 111 III A MFm, DAT: 6/30/17 1 fi - -1------�---� -- - ------ --------- \ I II I illh, I .✓ I ( TAX LOT 2800 REN90N5 AS—BUILT DISCLAIMER: Lor 1s AS—BUILT INFORMATION IS BASED ON A COMBINATION OF I 1 p� 1 1 1 1 APPROVED "OAK STREET ESTATES" \ �\w�)\I I 1 �I I II I JOB NUMBER FIELD SURVEY INFORMATION, SPOT INSPECTION { \ 1 U 1 /� �26s�1 INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. 1 1 I 1 SUBDIVISION (SUB 2014-001) W a I I �II IJ THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD 1 1 I 1 1 1 1 O'er I II I I I// I s \ 4294 I 77"1", I � i I � SHEET BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. 1 1; 1 1 1 1 11i1 \ \ \ ? sn III IIII { V I 0052 dI P: y': Ve ':ri •:.e.:p. RADIUS = 25' MIN. <-•.>'� 4 - P ` CLEAN PR RUN OR 3"- 8" CLEAN ROCK � OR SUBGRADE REINFORCEMENT yAOK GEOTEXTILE, AS REQUIRED p4� B" MIN. DEPTH -20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL (RAVEL CONSTRUCTION ENTRANCE CURB RAMP PAVEMENT i a NOTES: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONFO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR -CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE GLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT -OF- WAY. 3. WHEN WASHING IS REQUIRED, R SHALL BE DONE ON AN AREA STABIUZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. 4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA THE CONSTRUCTION ENTRANCE, OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED FILTERING SYSTEM. 5. DIMENSIONS SINGLE FAMILY 20' LONG BY 20' WIDE 8" DEEP OF %- MINUS CLEAN ROCK. COMMERCLAL 50' LONG BY 20' WIDE 3-6" CLEAN ROCK, FOR FURTHER INFORMATION GOVERNING AUTHORITY MAY REQUIRE GEOTEXTILE FABRIC TO ON DESIGN CRTERA SEE PREVENT SUB -SOIL PUMPING. CHAPTER 4 OF CLEAN WATER SERVICES EROSION PREVENTDN AND SEDIMENT CONTROL PLANKING AND DESIGN MANUAL CONSTRUCTION ENTRANCE C [MnVl%�Services Detail Drawing 855 REVISED 12-06 Ort eoedml4Wlb a"' FOR FURTHER INFORMATION ON DESIGN CRITERIA SEE CHAPTER 4 OF CLEAN WATER SERVICES EROSION PREVENTION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL PLASTIC SHEETING NOTES: 1. MINIMUM 12" OVERLAP OF ALL SEAMS REQUIRED. 2. BARRIER REQUIRED ® TOE OF STOCK PILE. 3. COVERING MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR TIRES ON ROPES WITH A MAXIMUM 10' GRID SPACING IN ALL DIRECTIONS. PLASTIC SHEETING C1eanw t r s,_rvic, DRAWING N0. 810 REVISED 12-08 Om cammit ..1 i. 0..r. R ANGLE FILTER FABRIC FENCE TO ASSURE SOIL IS TRAPPED ff 1 INTERLOCKED STAKING SPACING 4' OC. PIAN VIEW ROW AND ATTA H ROW NTS USE STRCHED LOOPS S minimum OVER 2"x 2" POSTS NOTES: Galn r. slope. NOTES: 1. STAKING SPECIFICATIONS: 1. BURY BOTTOM OF FILTER FABRIC 6" a. 1'X2' WOODEN STAKES ON OLSON CRITERIA SEE CHAPTER 4 OF CEM WATER b. ADDITONAL STAKES MAY BE INSTALLED ON SERVICES EROSION PREVENTION VERTICALLY BELOW FINISHED GRADE AND SEDIMENT CONTROL HIGHLY EROSNF SOILS. PLANNING AND DESIGN MANUAL �j 2. 2"x Y FIR, PINE OR STEEL WATTLES n DRAWING NO. 880 FENCE POSTS. Oe. — comment i. eleu. itm ils < 3. POSTS TO BE INSTALLED ON UPHILL SIDE OF SLOPE. 4. COMPACT BOTH SIDES OF FILTER FABRIC TRENCH. 5. PANELS MUST BE PLACED C ACCORDING TO SPACING ON LE PROFIPROFILE DETAIL NO.940 NTS {{£SS FILTER FABRIC MATERIAL O 'a iV 36" WIDE ROLLS I M, II WMAXIMUM SPACING II FGR FURTHER II... ON DESIGN WITERIA SEE VIEW CHAPFRONT SERVIES`O`ON EVEJ'� CHAPTER EROSION PREVENTION NTS AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL SEDIMENT FENCE CeanWabn?S�er cs DRAWING NO. 875 REVISED 12-06 0a ---.n11. des'. INTERCEPTOR SWALE URROWS USE DOZER TRACKS TO CREATE GROOVES PERPENDICULAR TO SLOPE FOR FURTHER INFORMATION DIE DESIGN OF CLE SEE ' CHAPTER 4 OF CLEAN WATER ' SERVICES EROSION PREVENTION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL SURFACE ROUGHENING CAT TRACKING o.r....x..nEad.... DRAWING N0. 830 REVISED 12-06 WOW STAKE PLACE WATTLES ALONG SLOPE CONNTAURS PROFILE 1 'r.8,. RCF. COCONUT Ot EKCE1SpS f`? WATTLES STAGGER JON15 SECTION STAKING SPACING 4' OC. ROW FLOW ROW Lij iNRRY ABUT ADJACENT WATRES PLAN VIEW NOTES: 1. STAKING SPECIFICATIONS: FOR FURTHER INFORMATION a. 1'X2' WOODEN STAKES ON OLSON CRITERIA SEE CHAPTER 4 OF CEM WATER b. ADDITONAL STAKES MAY BE INSTALLED ON SERVICES EROSION PREVENTION DOWNHILL SIDE OF WATTLES, ON STEEP SLOPE OR AND SEDIMENT CONTROL HIGHLY EROSNF SOILS. PLANNING AND DESIGN MANUAL 2. SPACING IN ACCORDANCE WON DETAIL 940. WATTLES QCan �1V1CfS DRAWING NO. 880 REVISED 12-06 Oe. — comment i. eleu. itm ils JOB NUMBER 4294 SHEET C053 JRA CATCH 1' REBAR FOR BAG REMOVAL CATCH BASIN GRATE EXPANSION RESTRAINT NOTE: 1. RECESSED CURB INLET CATCH BASINS FON FURTHER INFORMATION MUST BE BLOCKED WHEN USING FILTER ON DESIGN CRITERIA SEE CHAPTER 4 OF CLEAN WATER FABRIC INLET SACKS. SIZE OF FILTER SERVICES EROSION PREVENTION FABRIC INLET SACKS TO BE DETERMINED AND SEGMENT CONTROL BY MANUFACTURER. PUNNING AND DESIGN MANUAL INLET PROTECTION OWED 26 FT 47 TYPE 5 15 FT 33 FT Clemw,a T Services DRAWING NO. 920 REVISED 12-06 Dar eomdtment N. a—. AS -BUILT DISCLAIMER: AS -BUILT INFORMATION IS BASED ON A COMBINATION OF FIELD SURVEY INFORMATION, SPOT INSPECTION INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. FOR FURTHER INFORMATION ON DESIGN CRITERIA SEE CHAPTER 4 OF CLEAN WATER SEANCES EROSION PREVENRON AND SEDIMENT CONTROL PVNNNG AND DESIGN MANUAL INSTALL PARALLEL ALONG CONTOURS AS FOLLOWS SPACING FOR CHECK DAMS SLOPE DITCH GRADE BIRCH 112 INCH 181NCH 10:1 OR FLATTER 6% NOT ALLOWED 16 FT O.C. 26 FT O.C. >10:1 OR 4.5:T 5% NOT ALLOWED 20 FT 30 FT OWED 26 FT 47 NOT ALL 15 FT 33 FT 50 FT 2% 25 FT 50 FT 80 FT FOR MORE INFORMATION REGARDING THESE TABLES SEE CHAPTER 4 TABLES 4-3 AND 4-7 OF CLEAN WATER SER`ACES BROSON PREVENTION AND SEDIMENT CONTROL DESIGN MANUAL SPACING TABLES DRAWING NO. 940 REVISED 12-06 e Om'eamdO ,t is 1w, BARRIER SPACING FOR GENERAL APPLICATION INSTALL PARALLEL ALONG CONTOURS AS FOLLOWS %SLOPE SLOPE MAXIMUMSPAGNGONSLOPE 10% OR FLATTER 10:1 OR FLATTER 300 FT >10% OR d5% >10:1 OR 4.5:T 150 FT >15% OR <20% OWED 26 FT 40 FT 3% 15 FT 33 FT 50 FT 2% 25 FT 50 FT 80 FT BARRIER SPACING FOR GENERAL APPLICATION INSTALL PARALLEL ALONG CONTOURS AS FOLLOWS %SLOPE SLOPE MAXIMUMSPAGNGONSLOPE 10% OR FLATTER 10:1 OR FLATTER 300 FT >10% OR d5% >10:1 OR 4.5:T 150 FT >15% OR <20% >7.5:1 OR <5:1 100 FT >20% OR <30% >5:1 OR <3.5:1 50 FT >30% OR <50% >3.5:1 OR C1:1 25 FT SIGN TO BE POSTED AT ALL TIMES \ / o \ / � / \ CONCRETE WASHOUT \ PIT AREA NTH SIGN. I \ I EXISTING GROUND BACKFILL AND GRADE TO MATCH EXISTING UPON COMPLETION OF PROSECT 18" MIN. 3' MIN. `-----�� 2' TYP) PLASTIC LINED — UJ 4.0' SQ. NOTE: CONTRACTOR SHALL TAKE PRECAUTIONS SO AS TO NOT OVERFLOW PIT. NOTES 1. REMOVE AND LEGALBE LY DISPOSE OF WASTE MATERIAL WHEN IT ACCUMULATES TO 2/3 OF WET STORAGE CAPACITY OF PIT. 2. CONCRETE WASHOUT AREA TO REPAIRED AND/OR ENLARGED AS NECESSARY TO MAINTAIN CAPACITY FOR CONCRETE 3. UPON COMPLETION OF CONSTRUCTION ACTIVITIES REWIRING CONCRETE WASHOUT, THE WASHOUT SHALL REMOVED AND THE AREA RESORED TO FlNISH GRADE AND EXISTING CONDITION. CONCRETE TRUCK WASHOUT NTS o � ■ // VO a c O � o � J oa W Z J ao Z� _OZ N O p� U W Z OEECION JOB NUMBER 4294 SHEET C054 LEGEND I EXISTING GROUND CONTOUR (i FT) — — — — — EXISTING GROUND CONTOUR (5 FT) — — — - 230 - —gam— — 2 0 EXISTING TREE TO REMAIN BUILDING CODE EXISTING TREE TO BE REMOVED x ' DISTURBED AREA STRUCTURES, UTILITIES, AND MATERIALS NECESSARY FOR AC SANCUT _------------------- CURB TO BE REMOVED PREPARATION OF RESIDENTIAL LOTS. ALL ABANDONED UTILITY AC TO BE REMOVED TRENCHES TO BE BACKFILLED WIT COMPACTED 3/4--0- GRAVEL 1.5- AC GRIND AND INLAY CONTRACTOR TO ABANDON ANY EXISTING WELLS, SEPTIC TANKS, AND SEDIMENT FENCE - PERIMETER (ORANGE) —% %— TREE PROTECTION FENCE I NOTES: 1. CONTRACTOR TO COORDINATE THE REMOVAL OF ALL NECESSARY PRIVATE UTILITIES WITH THE APPROPRIATE UTILITY PROVIDERS, 2 REMOVE STRUCTURES PER APPLICABLE LOCAL, STATE, AND FEDERAL BUILDING CODE 3. CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ALL EXISTING STRUCTURES, UTILITIES, AND MATERIALS NECESSARY FOR CONSTRUCTION OF THE PROPOSED PUBLIC IMPROVEMENTS AND PREPARATION OF RESIDENTIAL LOTS. ALL ABANDONED UTILITY TRENCHES TO BE BACKFILLED WIT COMPACTED 3/4--0- GRAVEL 4. CONTRACTOR TO ABANDON ANY EXISTING WELLS, SEPTIC TANKS, AND SCALE 1" - 30 FEET DRAIN FIELDS FOUND DURING CONSTRUCTION PER APPLICABLE LOCAL, STATE, AND FEDERAL REQUIREMENTS. 30 0 12 fR 24 30 5. PRIVATE ONSITE SANITARY SEWER LOCATION UNKNOWN. CONTACTOR TO POTHOLE AND LOCATE AS NEEDED. ABANDON/DECOMMISSION EXISTING PRIVATE SANITARY SEWER LINES AS NECESSARY. 6. CONTRACTOR TO ABANDON EXISTING WATER SERVICE LINE AT THE MAIN - COORDINATE WITH TUALATIN VALLEY WATER DISTRICT OP CONTRACTOR TO POTHOLE AND VERIFY ALL UTILITY RE IN ELEVATIONS PRIOR TO ORDERING MANHOLES, PIPES AND ALL MATERIALS TAX LOT 9700 TAX MAP s 1 36AA i - I ?� TAX LOT 9300 I III I"�1" TAX LOT 2400 LOT 1s _ TAX_ LOT 10200_ ( a TAX NAP 1s 1 36AA I 1 I TAX MAP 1S 1 36AA J\ - I �,I;f LOT 15 I I I TAX MAP IS I LOT 15 25DD TRACT �7gi-:.II I TAX LOT 8800 -- m� I it I TAX MAP IS, 36AA TAX LOT 8600 T 8 LOT 10 TAX MAP IS 136AA •li I . I REMOVE/RELOCATE EXIsnNG WALL I I ,- rl I TAX LOT 8700 I; CONTACTOR TO COORDINATE WITH DEVELOPER (1 ; I I TAX MAP IS 1 36AA �I -TAX LOT 2500 TAX LOT 9600 AND ADJACENT PROPERTY OWNER I LOT 9 I L. TAX NAP 15 1 25DD TAX LOT 9400 Tax MAP a 1 36A TAX LOT 9500 I 6 .1. TAX MAP 1S 1 36AA I I LOT 16 LOT 18 TAX MAP 1S 1 36AA I •' ; I I 3' LOT 16 SAWCUT AND LOT 17 ,I c = 1 SAWCUT AND / REM OVE EXISTING FENCE AND PLACE T - REMOVE AC (TYP) - I - REMOVE AC (TYP) ..... NEXT TO ADJACENT PROPERTY ONNER - j / =e---_�----.—_-- / �� /l DECK ...._.............. ........... _ ...+ MOW WIRE FENCE /\\ \( IHOUSE RENOVE 1.. S ,\J,yFP I11�� 1 i.. \ REMOVE WIRE FENCE BARRICADE IP. 11 ....�\\\ \ 1 1 \ i I \ \ \ \ , \\\�\\��\\"`C\ \\t\T��1� �'C 3 (^Y• — /— \ REMOVE WIRE FENCE \ I \ \ \ I I 1 `! \ h I \ I I N I �yy^ \\\� d ��L\�` \\\\�•1�C >l HOUSE \ \ \ y \ 1 \\ 11 l i I I I 111 I I >N IIII II\\ s \��\�� =1Y�. I )illi/ I 1 \ \ I (\ \ \ \\ \ \ \ \ 1\ I \ REMOVE GRAVEL \\\ \ \ \ WITH OMPROVERHEAD RATE U�O TY NDERS I I P DRIVEWAY \\ \ 1 � \ , � \ \ \ 1 \ SHED , P HOUSE j \ \ \ \ \ \ \ \ I ' 4— \�\� �� \\\\\� 1 (I JJ 1"llI lI /7/%//�jjj///I TAX LOT 2600 TAX LOT 302 TAX LOT 300 I I \ \ \ I \ \ \ \� ` ' RE�ImE olsnNc GARA J 1 / I // / BANGUI AND TAX MAP IS LOT i71 250D TAX MAPS 1 36AA TAX MAP 15, 36AA \ \ \ \ \ I I ' I \I \ \ \ \ \ \ \�." \ \ \ ) (� �� l Iti ' \ \"; `�� .1 I REMOVE AC (TYP) \ \ \ \ VRAVEL�.._.........: I I s3"i"� \\ \ \� 'i� � v P SHED ;\-1T ..._\........_........ I I I \ \ TXMAPJ 36Aoo1` \ I I \ ` \ I / / I SHEET CBE 071 REMOVE PRESERVATION \ \ I \ EASEMENT SANITARY NO.R` STRUCT> REMOVE WATER \ RENOVE iovA¢R I AND REMOVAL PLAN FOR DETAILED i \ ` III I T I Ill \I IIIIIIIIIII ��//% \ II JJ P 1 1^^^ \ - i\ I I\ 2009-035261 TO BE (POSSIBLE WATER \ REMOVE E705RNG INFORMATION \ \ \ \ I \ RFAIN\ (SHED \ \ \METER LOCAnON) HOUSE (I I I I I I Ill\ I l l 1X1111 l l `i 1 �' __{-255 I REMOVE 1.064 SF I I \ I I �� `L \ `� \�._� _ I \\ \ \ 1 \ TAX LOT I 1 \ RELOCATE EXISTING \ \ CONCRETE PAIN REMOVE SUMP 2700 n ` ( \ \ \ VATIi P \ sraRMwaTER CATCH \ \ \ \ \ \ \ \i \ \ ` I / I waTER\\�� \� \\\\\\ \�\ \ ~ I REIKIVE MRE FENCE P t \ BASIN \ REMOVE WIRE FENCE ` ( 1 \\\\ 1 zs \ ,�I 7 P \ REMOVE EXISTING CURB` \�\ \ I I \ \ \ \ \ i ? ?\ \\�\\ \\ II i \ • I TAX MAP 1S 1 25DD � \ S 7 — LOT 18 I 21 L�l b HI — — — — Tw•f �, \\�\\ IIII I l � I 11 I� I -4c TAX LOT I TAX LOT 2800 -- r I I \ \\ X41 III► III I a 303 I ` I ` 1 I APPROVED "OAK STREET ESTATES III ll I �)( I I F TAX MAP r is 25DD TAX MAP 1S 1 36AA I I - 1 i i 1 1 1 I \ . �`�� I I I 1 •- - I SUBDIVISION (SUB 2014-001) XI -'\I> ,� III ICI I �(\ 1 14 TAX LOT 2900 TAX IS 1 25DD OI20 IIII II iMl �I J AS—BUILT DISCLAIMER: AS—BUILT INFORMATION IS BASED ON A COMBINATION OF FIELD SURVEY INFORMATION, SPOT INSPECTION INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. OREGON JOB NUMBER 4294 SHEET C070 LEGEND EXISTING GROUND CONTOUR (1 FT) -- — — — EXISTING GROUND CONTOUR (5 FT) —300— FINISHED GRADE CONTOUR (1 FT) 10462 FINISHED GRADE CONTOUR (5 FT) —300— EXISTING CONIFEROUS TREE 10481 EXISTING DECIDUOUS TREE +' TREE REMOVAL x X TREE PROTECTION FENCE 'vvww�M. NOTE SEE COVER SHEET FOR GENERAL PLAN LEGEND T OT MWTIOJ OF WIRE FENCE D VVV�� -. Western Reticetlar TAX LOT 9200 Preserve 10462 Sweet Cherry 6 TAX LOT 2300 10481 Western Redcedar +' TAX MAP 1S 1 36AA LOT 14 10501 Red Alder 10 10679 TAX MAP 1S 1 25DD LOT 14 1� < 30 ,•..a 10503 Big!e-Maple TAX LOT 8500 10555 TAX MAP IS 1 36AA ti5o�� 10504 Red Alder 10 Remove 31598 Omoon Ash 6 LOT 7 \ ,.{�..� 105521 •. I y TAX LOT 9300 d I iH�:. TAX LOT 2400 I TAX MAP LOT 15 36AA II TAX MAP IS 1 2500 {.. s I E TAX LOT 8800 1os47 w > u LOT is I TAX MAP IS 136AA LOT 10 . TAX LOT 8600 " I' �.W -' I -,_ - TAX MAP 1S 1 36AA n LOT 8 { VO L' ,° I TAX LOT 8700 10541 Q ti�i I i 10658 TAX MAP IS 1 36AA LOT 9 10538/ ~ / Z TAX LOT 2500 TAX MAP 1S 1 25DD TAX LOT 9500 ( AX L 9400 of BEHN ,REE Vi I PROTECTION FENCE SHALL BE DONE USING i I W LOT 16 • L TAX MAP IS.i 36AA I HAND TOOLS AND REMOVAL (F WIRE TAX MAP 1S 1 36AA LOT 16 METHODS. ({ LOT 17 _ _ J. FENCE AND ALL ASSOCIATED BE DONE SO AS TO NOT DAMAGE ROOTS OF 104 ALL 18� 12 f 10169101 B ADJACENT TREES. i 1017 �vVJI0462 `y^, �F�'' 1Q41� '10440 19 rho I _ ti ',. 1 � I I I I \ ; ,1111 i 11 �`' `�� ?¢'S• �. © �. ` �� , 'o i%�/? 1\i8\.... \ �`` 1 �6725``SF `� i \ I I •{ 1 ') I I I 314,9 ' S� 14 O d03 G X24 \ —--�— ` _J — — 10354\ 1 4 — — - 32 0397 sz / oTAX LOT 2600 ' I - 103 ��,,,,}j TAX MAP 1S 1 25DD TA51 X LOT 300 I r�-10327 iB3 0351 ! �' �OSQ ( LOT 17 TAX MAP 1S 1 36AA J —.` — . \,.. - ` 1 395 / 00 :I �\A ) $ 0481 I I — 11,O5j i SF I p � _ � SFS � ( � ARBORIST OBSERVATION REQUIRED DURING ALL 102 \ l TREE REMOVAL BEHIND IRE PROTECTION FENCE 4 4P5 3G. n opt J; I 36,p7 sF I \ -4 �% 10 5 ' -16384 500o2 \ I V.I 4' ' `79 \ TREE PROTECTION - -_ 1 7 50 1 FENCE (TYP) — / °:; (. \ ,��,1 027E �'71)�374: 38Q 1 ..,.10389 1 \ ( I 5 10263t � \ A$f -I f1�231 ` 0Q 363. 3 I�� 5S I j 60 RBS \B of 31233 \ - �— _, :. �.. _ _ - _ �e �r . 31598 1 31587 ) 1061 3 164 \ 6 S 31j 8 31 63 1167 2 —F—-----�--�— A i ' 6 SW 699TH ;�iNUE � �v v ro ses ; CO 66 ;I v \..��q� �- -� -----------, -- -- -- ---=- ------ I I APPROVED OAK STREET ESTATES TREE PROTECTION NOTES SUBDIVISION (SUB 2014.0 1) d A. NO CHANGES SHALL BE MADE TO ANY ASPECT OF THE APPROVED URBAN FORESTRY PLAN WITHOUT WRITTEN CONSENT FROM THE PROJECT ARBORIST AND CITY ARBORIST. B. TREE PROTECTION SHALL BE INSTALLED PRIOR TO ANY GROUND DISTURBANCE WORK. J / Io J C. NO PERSON MAY CONDUCT ANY ACTIVITY WITHIN THE PROTECTED AREA OF ANY TREE DESIGNATED TO REMAIN, INCLUDING, BUT NOT LIMITED TO, PARKING EQUIPMENT, PLACING SOLVENTS, I3:SCALE 1" 30 FEET I - i STORING BUILDING MATERIAL AND SOL DEPOSITS, DUMPING CONCRETE WASHOUT AND LOCATING BURN HOLES = I r� D. ATTACHMENTS TO TREES DURING CONSTRUCTION - NO PERSON SHALL ATTACH ANY OBJECT TO ANY TREE DESIGNATED FOR PRESERVATION. 30 0 12 18 24 30 E. PRIOR TO ANY GROUND DISTURBANCE, THE CONTRACTOR: 1. SHALL ERECT AND MAINTAIN READILY VISIBLE TREE PROTECTION FENCING ALONG THE OUTER EDGE AND COMPLETELY SURROUNDING THE PROTECTED AREA OF ALL PROTECTED TREES OR GROUPS OF TREES AS SHOWN. 2 MAY BE REWIRED TO COVER WITH MULCH TO A DEPTH OF AT LEAST SIX (6) INCHES, OR WITH PLYWOOD OR SIMILAR MATERIAL, OVER THE ROOT ZONE OF A TREE IN ORDER TO PROTECT ROOTS FROM DAMAGE CAUSED BY HEAVY EQUIPMENT. 3. SHALL PROHIBIT EXCAVATION OR COMPACTING OF EARTH OR OTHER POTENTIALLY DAMAGING ACTIVITIES 'WITHIN THE TREE PROTECTION ZONE 4. MAY BE REQUIRED TO MINIMIZE ROOT DAMAGE BY EXCAVATION OF A TWO (2) FEET DEEP TRENCH, AT THE EDGE OF THE TREE PROTECTION ZONE, TO CLEANLY SEVER THE ROOTS OF TREES TO BE RETAINED. 5. MAY BE REQUIRED TO HAVE CORRECTIVE PRUNING PERFORMED ON PRESERVED TREES IN ORDER TO AVOID DAMAGE FROM MACHINERY OR BUILDING ACTIVITY, AND MAY BE REQUIRED TO MAINTAIN TREES THROUGHOUT CONSTRUCTION PERIOD BY WATERING AND FERTILIZING. 6. SHALL MAINTAIN THE TREE PROTECTION FENCING IN PLACE UNTIL THE PROJECT ARBORIST AND CITY ARBORIST AUTHORIZES THEIR REMOVAL 7. STALL ENSURE THAT ANY LANDSCAPING DONE IN THE TREE PROTECTION ZONE SUBSEQUENT TO THE REMOVAL OF THE BARRIERS SHALL BE ACCOMPLISHED WITH UGHT MACHINERY OR HAND LABOR. USE PLANT MATERIALS WITH COMPATIBLE WATER REQUIREMENTS TO TREE TO BE PRESERVED AND DIRECT SPRAY IRRIGATION AWAY FROM TRUNKS. F. THE GRADE SHALL NOT BE ELEVATED OR REDUCED WITHIN THE TREE PROTECTION ZONE WITHOUT THE PROJECT ARBORIST'S AUTHORIZATION. THE PROJECT ARBORIST MAY ALLOW COVERAGE OF UP TO ONE HALF OF THE AREA OF THE TREE'S ROOT ZONE WITH UGIT SOLS (NO CLAY) TO THE MINIMUM DEPTH NECESSARY TO CARRY OUT GRADING OR LANDSCAPING PLANS, IF IT WILL NOT IMPERIL THE SURVIVAL OF THE TREE AERATION DEVICES MAY BE REWIRED TO ENSURE THE TREE'S SURVIVAL G. IF THE GRADE ADJACENT TO A PRESERVED TREE IS RAISED SUCH THAT IT COULD SLOUGH OR ERODE INTO THE TREE PROTECTION ZONE, IT SHALL BE PERMANENTLY STABIUZED TO PREVENT SUFFOCATION OF THE ROOTS. H. AN IMPERVIOUS SURFACE SHALL NOT BE INSTALLED WITHIN THE TREE PROTECTION ZONE OF ANY TREE TO BE PRESERVED WITHOUT THE AUTHORIZATION OF THE PROJECT ARBORIST. THE PROJECT ARBORIST MAY REQUIRE SPECIFIC CONSTRUCTION METHODS AND/OR USE OF AERATION DEVICES TO ENSURE THE TREE'S SURVIVAL AND TO MINIMIZE THE POTENTIAL FOR ROOT INDUCED DAMAGE TO THE IMPERVIOUS SURFACE. I. TO THE GREATEST EXTENT PRACTICAL, URUTY TRENCHES SHALL BE LOCATED OUTSIDE OF THE TREE PROTECTION ZONE OF TREES TO BE PRESERVED. THE PROJECT ARBORIST MAY REQUIRE THAT UTILITIES BE TUNNELED UNDER THE ROOTS OF TREES TO BE PRESERVED IF THE PROJECT ARBORIST DETERMINES THAT TRENCHING WOULD SIGNIFICANTLY REDUCE THE CHANCES OF THE TREES SURVIVAL J. DIRECDONAL FELLING OF TREES SHALL BE USED TO AVOID DAMAGE TO TREES DESIGNATED FOR PRESERVATION. K. THE PROJECT ARBORIST MAY REQUIRE ADDITIONAL TREE PRESERVATION MEASURES WHICH ARE CONSISTENT WITH TREE CARE INDUSTRY STANDARDS. L. AT THE COMPLETION OF CONSTRUCTION, ALL TREES SHOULD ONCE AGAIN BE REVIEWED TO EVALUATE THBR CONDITION. LAND CLEARING AND REMOVAL OF ADJACENT TREES CAN EXPOSE PREVIOUSLY UNSEEN DEFECTS AND OTHERWISE HEALTHY TREES CAN BE DAMAGED DURING CONSTRUCTION. M. STUMPS SHALL BE GROUND (OR LEFT IN PLACE) AS NECESSARY SO AS NOT TO CAUSE DAMAGE TO THE ROOT ZONES OF ADJACENT TREES TO BE PRESERVED ON THE SUBJECT PARCEL OR ABUTTING PARCELS STUMPS NEAR PROPERTY LINES SHALL ALSO BE GROUND (OR LEFT IN PUCE) AS NECESSARY SO AS NOT TO CAUSE DISTURBANCE TO ADJACENT PARCELS ROOT PROTECTION ZONE NOTES: ENCROACHMENT INTO THE ROOT PROTECTION ZONE MAY BE ALLOWED WITH PROJECT ARBORIST APPROVAL AS DESCRIBED IN THE FOLLOWING NOTES: 1. EXCAVATION IN THE TOP 24' OF THE SOIL IN THE CRITICAL ROOT ZONE AREA SHOULD BEGIN AT THE EXCAVATIO! LINE THAT IS CLOSEST TO THE TREE 2 THE EXCAVATION SHOULD BE DONE BY HAND/SHOVEL OR WITH A BACKHOE AND A MAN WITH A SHOVFI, PRUNING SHEARS, AND A PRUNING SAW. 3. IF DONE BY HAND, ALL ROOTS 1' OR LARGER SHOULD BY PRUNED AT THE EXCAVATION LINE. 4. IF DONE WITH A BACKHOE (MOST UKELY SCENARIO), THEN THE OPERATOR SHALL START THE CUT AT THE EXCAVATION LINE AND CAREFULLY "FEEL' FOR ROOTS/RESISTANCE. WHEN THERE IS RESISTANCE, THE MAN WITH THE SHOVEL HAND DIGS AROUND THE ROOTS AND PRUNES THE ROOTS LARGER THAN 1" DIAMETER. CERTF® AR)FIST BRUCE R. BALDWIN mnrraa 1— 12/M/17 r orvunox ave ANCHOR POSTS SHOULD BE MINIMUM Y STEEL U CHANNEL OR 2 1/2' DIA. TUBING OR 8. O.C. MAX 4'x4' 11MBER, 8' IN LENGTH TAX LOT 2700 TAX MAP IS 1 25DD LOT 18 TAX LOT 2800 TAX MAP IS 125DD LOT 19 HIGHLY VISIBLE FLAGGING ATTACHED TO TOPS OF ANCHOR POSTS 2" SQUARE, 9 GAUGE GALVANIZED VIRE MESH ANCHOR POSTS MUST BE INSTALLED TO A DEPTH OU NO LESS THAN 1/3 THE TOTAL HEIGHT OF POST NOTES: 1. METAL FENCE FOR TREE PROTECTION DEVICE, ONLY. 2 BOUNDARIES OF PROTECTION AREA WILL BE ESTABUSHED IN THE FIELD BY THE ARBORIST PRIOR TO CONSTRUCTION. 3. BOUNDARIES OF PROTECTION AREA SHOULD BE STAKED AND FAGGED BY THE ARBORIST PRIOR TO INSTALLING DEVICES. 4. AVOID DAMAGE TO CRITICAL ROOT ZONE. DO NOT DAMAGE OR OVER LARGE ROOTS WHEN INSTALLING POSTS. 5. DEVICE SHOULD BE MAINTAINED THROUGHOUT CONSTRUCTION. METAL TREE PROTECTION FENCE SEE SUPPLEMENTAL ARBORIST AS—BUILT DISCLAIMER: REPORT FOR MORE INFORMATION AS—BUILT INFORMATION IS BASED ON A COMBINATION OF FIELD SURVEY INFORMATION, SPOT INSPECTION INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. Tee R I Common Name I DBH I Preserve) (inches) Remove Pear Redwood 10360 1 Westem Redcedar 19 Remove 10370 Western Reticetlar 12 Preserve 10372 We.m Reticetlar 31 Preserve 10382 Western Redcedar 14 Preserve 10387 Weatem Reticetlar 8 Preserve 10388 Weatem Reticetlar 26,33 Preserve 10393 Western Reticetlar 33 Remove 10395 Western Redcedar 23 Remove 10998 Retl Altler 10 Preserve 10440 1 Weatem Reticetlar 42 Preserve 10457 Western Reticetlar 14 Preserve 10462 Sweet Cherry 6 Preserve 10481 Western Redcedar 30 Remove 10501 Red Alder 10 Remove 10502 Douglas -fir 30 Remole 10503 Big!e-Maple 6 Remove 10504 Red Alder 10 Remove Red Red Alder Red Alder Red Amer Red Alder Pine 31188 1 Red Alder 8 1 Preae- 31167 Red Alder 9 Preserve 31168 Western Redcedar 9 Preserve 31233 Red Alder 7 Preserve 31587 Jeffrey Pine 31 Remove 31593 Oregon Ash 7 Rema% 31596 Apple 8 P- 31597 Oregon Ash 8,7 Preserve 31598 Omoon Ash 6 Preserve Z Z Z 04 CL M� / I c Q` Lu N / w05 cc a� W W `x r JOB NUMBER 4294 SHEET C071 TAX LOT 9300 TAX LOT 10200 I 11irk 1< I TAX Mior;e� TAX MAP CT 36AA ; I !TAX LOT 8800 TRAcr B I TAX MAP 1S 1 36AA TAX LOT 8600 i LOT 10 TAX MAP IS 1 36AA ILu\ I LOT 8 0 J TAX LOT 8700 TAX LOT 9600 TAX MAP 1S , 36AA 13 I TAX LOT 9400 ! Lor s .TAX MAP ,S 1 36AA TAX LOT 9500 N r 1Jr �.'I, i TAX MAP 1S 1 36AA rl P TAX MAP 1S 1 36AA LOT 18 I i LOT 16 I ; LOT 17 i 2:1 MAX11 11 21 MAX TAX LOT 302 TAX LOT 30021 MAX TAX MAP IS 1 36AA TAX MAP 15 1 36AA \\\\I////I I�� 111<\\CIIIftII\l ll`�\\ TAX LOT 2400 TAX MAP 1S 1 25DD LOT 15 I I r ' TAX LOT 2500 TAX MAP 1S 1 25DD LOT 16 �r ilk: .I �A I TAX LOT 2600 TAX MAP LOT 17 25DD 21 MAX 1 \ \ 111 {1i-� >i — — — — - — — — I 1 y\\ \ \ \ \ I I I III IL<`Ll\\l� Ili \\ \✓, \\\ 1 1 I TAX LOT 1 I 1 \ 1 �(` -\ I- - \ \ \ \ \ \ \ x 2700 1 MAx \�✓\ \\ \o \�� \ 1/� \ TAX MAP IS 1 25DD TAX LOTl i---�-i- 303 I I ! ! 1 1 14PQR D TE$ SOA ST EE ES " TAX MAP IS 1 36AA I I I s�sV�w,$,oN,(sU 20, �oo'� rut. GRADING NOTES 1. THIS 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 REWIRED 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 SOLS ENGINEER AND SHALL BE BROUGHT TO GRADE IN LIFTS NOT TO EXCEED !F' LOOSE MEASURE. EACH LET SHALL BE COMPACTED TO 90 PERCENT OF MAXIMUM DENSITY AS OBTAINED BY AASTHO T-180 COMPACTION TEST. 5. STRUCTURAL FILLS SHALL COMPLY WITH APPENDIX 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 SOL AN UNDERDRAIN MUST BE PROVIDED. THE UNDERDRAIN, IF REWIRED, WILL BE CONSTRUCTED BY INSTALLING NONWOVEN FILTER FABRIC, EQUIVALENT TO EXXON GTF 1250D, ALONG THE BOTTOM OF THE STARTING BENCH, THEN PLACING A SIX INCH LAYER OF I%' -3/4' DRAIN ROCK, AND FINALLY COVERING THE DRAIN ROCK WITH THE NONWOVEN FILTER FABRIC. SUCCESSIVE BENCHES WILL BE CONSTRUCTED PATH 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 STUATION AND PREPARE A PLAN TO PROPERLY MITIGATE THE WATER ENCOUNTERED. 9. THE CONTRACTOR SHALL HAVE THE SOLS ENGINEER TAKE COMPACTION TESTS. A MINIMUM OF THREE TESTS WILL BE REWIRED FOR EACH 2 FEET OF FILL 10. EXCAVATOR MUST COMPLY WITH ORS 757.541 THROUGH 757.571 (UTILITY PRE -NOTIFICATION, ETC.). 11. ALL GRADING ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEERING REPORT, PREPARED BY GEOPACIFIC ENGINEERING, INC., DATED JUNE 3, 2015. ALL GRADING ACTIVITIES SHALL BE COORDINATED WITH GEOPACFTC ENGINEERING. 12 CONTRACTOR RESPONSIBLE FOR REMOVAL AND RECOMPACTING NON STRUCTURAL FILL ENCOUNTERED DURING CONSTRUCTION PER GEOTECHNICAL ENGINEERS RECOMMENDATIONS. UNSUITABLE MATERIAL IS TO BE DISPOSED OF OFFSITE BY CONTRACTOR I✓) LOT 18 I Lu \ X l II r-- /% TAX LOT 2800 11(1111 ll I [ij TAXOTS91 25DD I II SCALE 1" = 30 FEET 30 0 12 10 24 00 LEGEND EXISTING GROUND CONTOUR (1 FT) EXISTING GROUND CONTOUR (5 FT) --300-- FINISHED —300 -- FINISHED GRADE CONTOUR (1 FT) FINISHED GRADE CONTOUR (5 FT) ------ 30— DISTURBED AREA — e �EE PROTECTION FENCE ��nNv.M.wvw• J Q a 0 z Q V AS -BUILT DISCLAIMER: AS -BUILT INFORMATION IS BASED ON A COMBINATION OF JOB NUMBER FIELD SURVEY INFORMATION, SPOT INSPECTION 4294 INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD SHEET BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. x•072 AS -BUILT DISCLAIMER: AS -BUILT INFORMATION IS BASED ON A COMBINATION OF FIELD SURVEY INFORMATION, SPOT INSPECTION INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. OAK STREET ESTATES NO. 2 SITE MAP 1"=100 NO PARKING EXISTING PAVEMENT SEC110N -._. EXISTING PAVEMENT SECTION TYPICAL QUARTER STREET SECTION SW 69TH AVENUE LOCAL STREET (TC = CL +0.10') STA 21+01.86 - STA 23+97.28 NOT TO SCALE STREET COVER SHEET SHEET INDEX C100 - STREET COVER SHEET, CROSS SECTIONS, & NOTES C101 - SW LOCUST STREET AND SW 69TH AVENUE PLAN AND PROFILE C102 - SW LOCUST STREET PLAN AND PROFILE C103 - SHARED ACCESS DRIVEWAY AND PEDESTRIAN PATH PLAN AND PROFILE C104 - SW 69TH AVENUE - SW LOCUST STREET CURB RETURN PLAN AND PROFILE C105 - STREET DETAILS C106 - STREET SIGNAGE AND STRIPING PLAN C107 - STREET SIGNING AND STRIPING DETAILS C108 - STREET TREE PLAN C109 - STREET LIGHTING PLAN AND DETAILS RI/W R/W 25' 1 1 I 5 IDETNC 1I 8' r T t P.U.E. I 0.5' t (TVP.) , I 5' 5' 2X IAAx. J 21 DAX 5156. GUTTER 1 S,•7 SLOPE 'uAk \ CURB & GUTTER PER COT DETAIL (TTP) `3 1/Y DENSE GRADED HMAC (2 LIFTS, 1-1/2' WEAR COURSE OVER 2' BASE COURSE) OVER, 2' OF 3/4'-0 CRUSHED ROCK OVER, 8' OF 1-i/2'-0 CRUSHED ROCK OVER, COMPACTED SUDGRADE STREET CONSTRUCTION NOTES 1. ALL STREET WORK AND MATERIALS MALL CONFORM WITH THESE PLANS AND THE APPLICABLE REQUIREMENTS OF THE CITY OF TIGARD PUBLIC IMPROVEMENT DESIGN STANDARDS AND ALL APPLICABLE SECTIONS OF THE ODOT/APWA STANDARDS FOR CONSTRUCTION, 2015 EDITION. 2. IF REQUIRE BY CITY, CYLINDER TESTS SHALL BE PROVIDED FOR CONCRETE CURB AND GUTTER, SIDEWALK, DRIVEWAYS, ETC. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3300 PSI IN 28 DAYS, 2' TO 4' SLUMP. 3. NUMBER AND LOCATION OF COMPACTION TESTS SHALL BE DETERMINED BY THE GEOTECHNICAL ENGINEER. 4. ALL MANHOLE LIDS, VALVE BOXES, AND MONUMENT BOXES SHALL BE ADJUSTED TO FINISH GRADE. 5. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE TRAFFIC CONTROL ALONG THE EXISTING ROADS AS REQUIRED BY THE CITY OF TIGARD. 6. SAWOUT STRAIGHT LINES TO MEET EXISTING PAVEMENT WITH NEW PAVEMENT. SAND AND SEAL JOINTS. 7. STATIONING BASED ON CENTERLINE, UNLESS OTHERWISE NOTED. 8. IN ADDITION TO REQUIRED COMPACTION TESTING, THE CITY OF TIGARD REQUIRES A PRDOF-ROLL WITH A FULLY LOADED 10 -YARD DUMP TRUCK TO CHECK SUBGRADE COMPACTION! PRIOR TO PLACEMENT OF ROCK SUBBASE, AT THE COMPLE110N OF BASE ROCK PLACEMENT, PRIOR TO PLACEMENT OF CURB, AND PRIOR TO PAVING THE FIRST LIFT OF ASPHALT. 9, THE CONTRACTOR SHALL KEEP RECORDS OF ALL CONSTRUCTION THAT DIFFERS FROM THE APPROVED PLANS AND SHALL MAINTAIN RECORD DRAWINGS' DURING THE CONSTRUCTION PERIOD. 'RECORD DRAWNGS' SHALL BE SUBMITTED TO THE PROJECT ENGINEER AT THE END OF THE PROJECT. 10. CONTRACTOR SHALL CONTACT PROJECT ENGINEER, SURVEYOR, CITY, AND/OR ODOT AFTER STRING LINE IS IN PLACE AND BEFORE CURB IS POURED TO CHECK CURB GRADE. 11. TRENCH BACKFILL IN RIGHT-OF-WAY SHALL BE CLASS B CRUSHED ROCK. 12. CONTRACTOR SHALL INSTALL ALL WHEELCHAIR RAMPS 13. CONTRACTOR SHALL INSTALL SIDEWALKS AND APPROACHES AT LOCATIONS SPECIFIED. 14. ALL EMBANKMENT STALL BE STRUCTURAL FILL AND SHALL MEET THE REQUIREMENTS OF THE PROJECT GEOTECHNICAL ENGINEER, AND THE CITY OF TIGARD. 15. MATERIAL IN SOFT SPOTS VWTHIN THE ROADWAY SHALL BE REMOVED TO THE DEPTH REQUIRED, BY THE PROJECT GEOTECHNICAL ENGINEER, TO PROVIDE A FIRM FOUNDATION AND SHALL BE REPLACED WITH IN -0 CRUSHED ROCK. ASPHALT CONCRETE NOTES: HOT MIX ASPHALT CONCRETE (HMAC) PLACEMENT 1. THE PLACING OF ASPHALT CONCRETE WILL BE PERMITTED ONLY DURING DRY WEATHER AND WHEN THE AMBIENT TEMPERATURE IS RISING AND IS EQUAL TO OR GREATER THAN SHOWN IN THE TABLE OF MINIMUM. AMBIENT TEMPERATURES. 2. ASPHALT CONCRETE SHALL BE PLACED ON A DRY PREPARED SURFACE. 3. TACK COAT SHALL BE APPLIED AGAINST FACE EDGE OF CURB & AROUND MANHOLE CASTING & OTHER EXPOSED STRUCTURES BEFORE PAVING. 4. ASPHALT EDGES, AFTER ASPHALT CONCRETE HAS BEEN PLACED, SHALL BE SAND SEALED. MINIMUM AMBIENT TEMPERATURES NOMINAL SPECIFIED COMPACTED WEARING COURSES OF OTHER COURSES THICKNESS OF INDMOIAL COURSES LESS THAN Y 60 DEGREES 60 DEGREE 2' AND OVER 40 DEGREES Y2 40 DEGREES DRY WEATHER COMPACTION REQUIREMENTS ROAD SECTION - EMBANKMENT: R W R MINIMUM PERCENT COMPACTION REQUIRED 90% (BELOW 3' OF SUBGRADE), 95. (MTHIN 3' OF SUBGRADE) I 50, TEST METHOD REQUIRED TO DETERMINE MAXIMUM DENSITY AASHTO T-180 (ASTM D1557) 8' LIFTS 'MOH 3 TEST FOR EACH 2 FREQUENCY OF DENSITY TESTING OF EMBANKMENT FEET OF EMBANKMENT OR EVERY 500 CY 8. ROAD SECTION - SUBGRADE: 25' I 25' ' i MINIMUM PERCENT COMPACTION REQUIRED 95% "I PERCENT COMPACTION REQUIRED TO WHAT DEPTH BELOW 1 -FOOT P.U.E J ( P.U.E. i SUBGRADE TEST METHOD REQUIRED TO DETERMINE MAXIMUM AASHTO T-99 (ASTM D698) DENSITY FREQUENCY OF DENSITY TESTING OF SUBGRADE EVERY 100 TO 200 LINEAR FEET OF PAVING 0.5 (TYPICAL) I 0.5' (TYPICAL) ROAD SECTION - AGGREGATE BASE: 5 5' 14' 14' S' 5' L I MINIMUM PERCENT COMPACTION REQUIRED 95% 0.5' ' ' 0.5 i TEST METHOD REQUIRED TO DETERMINE MAXIMUM DENSITY AASHTO T-180 (ASTM D1557) AND AASHTO T-224 (IF APPLICABLE) NO PARKING i FREQUENCY OF DENSITY TESTING OF AGGREGATE BASE EVERY 100 TO 200 LINEAR FEET OF PAVING THIS SIDE ONLY I-' z I I bpY. ROAD SECTION - ASPHALT PAVEMENT: 5:1 MAX I N °- I 5.56% GUTTER a c 2_ I 5;1 MAx• ' MINIMUM TEST METHOD REQUIRED TO DETERMINEMAXIMUMDENSITY 92X ( ) 2X 2XN 5 TE 7M 306 CR AASHTO T-209 2.50. 2.SOX SLOPE (TVP) FREQUENCY OF DENSITY TESTING OF ASPHALT PAVEMENT 5 TEST MINIMUM- TYPICAL INIMUM TYPICAL STREET SECTION SW LOCUST STREET LOCAL STREET STA 10+25.00 - STA 11+80.26 (TC = CL +0.1o') NOT TO SCALE U J 5' 1 MAX 2•� I M� CURB & GUTTER PER GOT DETAIL (TYP) 3 1/2' DENSE GRADED HMAC (2 LIFTS, 1-1/2' WEAR COURSE OVER 2' BASE COURSE) OVER, 2' OF 3/4'-0 CRUSHED ROCK OVER, 8' OF 1-1/2'-0 CRUSHED RDCK OVER, COMPACTED SUBGRADE FULL TIME INSPECTION OR SPOT CHECKING OF COMPACTION SPOT CHECKING BY DENSITY TESTING -MUST USE A NUCLEAR GAUGE, TWO READINGS SHALL BE RECORDED AT EACH SITE, THE SECOND AT RIGHT ANGLES TO THE FIRST. THE TWO READINGS WILL BE AVERAGED TO OBTAIN TEST DENSITY. 1) WHERE CONFUCTS OCCUR BETWEEN VALUES, THE HIGHER PERCENTAGE SHALL GOVERN. 2) IMPORTED GRANULAR BACKFILL SHOULD BE APPROVED BY GEOTECHNICAL ENGINEER PRIOR TO DELIVERY. 3) USE LIGHTWEIGHT, MANUALLY GUIDED COMPACTORS NITHIN 3 FEET OF EMBEDDED WALLS. NOTE: CONTRACTOR RESPONSIBLE FOR COORDINATING INSTALLATION OF DRY UTILITIES WITH PROVIDERS. V 0 cc UW w0 '=VZ /fN / cc �/� WZ 0 U W W F_ '^ V / o N JOB NUMBER 4294 SHEET C100 AS -BUILT DISCLAIMER: SW LOCUST STREET - SW 69TH AVENUE CURVE/TANGENT STATION RADIUS LENGTH AS -BUILT INFORMATION IS BASED ON A COMBINATION OF CHORD TANGENT/CHORD BEARING Cl FIELD SURVEY INFORMATION, SPOT INSPECTION I I ?*F 5282 INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. C2 IW 54.20' THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD `, Q LU I '; BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. 217.16' _IIF SEE S00'2847"W C3 N 58.47 19'56'23" i i y C4 24+1831 166.00' 48.26' 16'39'26" 48.09 S12W27.46"W 1 i i iL CENTERLINE CURVE/TANGENT TABLE 360- 350 340- 330- 320- 310- 300- 290- 280- 270 40.330-320-310-300-290- 280- 270 25+00 Q-� INTERSECT ' -: SW LOCUST STREET - SW 69TH AVENUE CURVE/TANGENT STATION RADIUS LENGTH DELTA CHORD TANGENT/CHORD BEARING Cl 20+34.30 69.00' 54.20' 457X1'16" 5282 $6759'11.50"W C2 20+88.49 69.DD' 54.20' 457X0'16" 52.82 $225855.18"W L1 21+42.69 217.16' so o tz to 24 ao SEE S00'2847"W C3 23+59.84 168.00' 58.47 19'56'23" 58.17 S10'265B.70"W C4 24+1831 166.00' 48.26' 16'39'26" 48.09 S12W27.46"W 360- 350 340- 330- 320- 310- 300- 290- 280- 270 40.330-320-310-300-290- 280- 270 25+00 Q-� INTERSECT ' -: I I 0 I I I ' 1 i � I � i I I ® 7 MPROVEMENTS-- BEGIN QUARTER STREET IMPROVEMENTS---, 21+42.69 SW 69TH AVENUE � oI I + I TSTA BEGIN EYEBROW 7RANSIRON 6 END SIDEWALK IMPROVEMENTS THIS SHEET STA 21+01.66 APPROVED "OAK STREET ESTATES" SW 69TH AVENUE\`: � STA 23+52.63 (19.50'R) SW 69TH AVENUEDRIVEWAY ___ CHAMFER CURB AT 45,'3 FOR LO15 6& 7 O END QUARTER STREET IMPROVEMENTS AND 2INFORMATION, -280 so o tz to 24 ao SEE PA VEMEETSPN MPH WI BEGIN 15:1 NARROWING TAPER (25' MADE) iWTH AC BERM SHEET C1D3 STA 23+54.45 (14.0072) SW 69TH AVENUE4 PN A:22+88.22 AG CURVE M PASSENGER TC: TOP OF CURB ELEVATION _END 15:1 NARROWING TAPER (25' WIDE) WITH AC BER STA 23+97.28 (11.33'1) SW69THAVENU5 J3111' STANDARDS i N '13.44 STREET IMPROVEMENTS----.---_ II \ - - - - -END 0+90.38 STA 23+97.28 SW 69TH AVENUE N I 25+00 - XX.X9. DOWNWARD GRADE -------------- \_ "'' _-______ _ 22+ 0 ��AC _ ---- BEGIN SIDEWALK IMPROVEMENTS 24+p0 Q -�_ __ _ _ _ _ �- _ _ _ _ SMUT `-MATCH EXISTING _ w ® 23+00 L SW 69TH AVENUE 10+00 \ STA 20+87.52 (31.0911) SW LOCUST STREET 360- 350 340- 330- 320- 310- 300- 290- 280- 270 40.330-320-310-300-290- 280- 270 25+00 Q-� INTERSECT ' -: \i STA 21+96.95 SW 69TH AVENUE ::.:.. • • %.::' =STA 10+00.00 SW LOCUST STREET END EYEBROW TRANSITION aw\, .... (V^@ CH EXISTNG MPROVEMENTS-- BEGIN QUARTER STREET IMPROVEMENTS---, 21+42.69 SW 69TH AVENUE \ SEE NORTH EYEBROW TRANSITION AC BE : AC BERM:327.44 TSTA BEGIN EYEBROW 7RANSIRON _`� DETAIL ON THIS SHEET STA 21+01.66 APPROVED "OAK STREET ESTATES" SW 69TH AVENUE\`: � ___ DRIVEWAY CENTERLINE STATION LOT / STATION AUGNIMENT WIDTH 2 23+36.62 SW 69TH AVENUE 20.00' 3 22+7249 SW 69TH AVENUE 20.00' 5 21+0846 SW 69TH AVENUE 1200' SCALE 1" = 30 FEET TRACT B TRACT A LEGEND _ CONCRETE SIDEWALK AND ADA RAMPS CONSTRUCTED BY CONTRACTOR DCONCRETE SIDEWALK CONSTRUCTED BY HOME BUILDER a+. NEW AC PAVEMENT RESIDENTIAL DRIVEWAY CONSTRUCTED BY HOME BUILDER RESIDENTIAL DRIVEWAY CONSTRUCTED BY CONTRACTOR �- - ADA RAMP CONSTRUCTED BY CONTRACTOR, SEE DETAILS A, - SEE SHEET CI04 FOR ADA RAMP AND CURB RETURN DETAILS 11.. CONTRACTOR SHALL INSTALL ALL ADA RAMPS ADA RAMPS SHALL BE CENTERED ON 1/2 DELTA AS SHOWN UNLESS OTHERWISE SPECIFIED. ALL ADA RAMPS AND SIDEWALKS ALONG ENURE CURB RETURNS SHALL BE CONSTRUCTED AS PART OF THIS PROJECT. 2 DRY UTIUTY CROSSINGS SHALL BE PLACED PRIOR TO PROOF ROLL TEST FOR CURB INSTALLATION. THE NUMBER OF CROSSINGS, EXACT LOCATION, DEPTH, CONDUIT, ETC., SHALL BE SPECIFIED BY THE PRIVATE UTILITY CARRIERS. CONTRACTOR SHALL COORDINATE. 3. DRIVEWAY DROPS SHALL BE INSTALLED AT THE LOCATION AND WIDTH SPECIFIED BY THE DEVELOPER 4. CONTRACTOR SHALL INSTALL CENTFRUNE SURVEY MONUMENT BOXES AT ALL INTERSECTIONS, PCS, AND PTS 5. SURVEY CREW TO SHOOT C{ AND SAWCUT LINE AND PROVIDE INFORMATION TO PROJECT ENGINEER FOR VERIFICATION PRIOR TO STAKING CURB ALONG SW 69TH AVE SUBDIVISION (SUB 2014-001) SW:327. CH EXISTNG BC: BOTTOM BOTTOM OF CURB ELEVATION 290 .-�L/-A AC BE : AC BERM:327.44 (� I B BC: BOTTOM OF CURB ELEVATION �AC BERM:329.46 ___ CHAMFER CURB AT 45,'3 O IW -280 so o tz to 24 ao EX TC: EXISTING TOP OF CURB ELEVATION PA VEMEETSPN MPH WI `SENGERF_ LIGHTING �_---+-----A PN A:22+88.22 AG CURVE M PASSENGER TC: TOP OF CURB ELEVATION %*. 14. 8 PER PSHTO DESIG STANDARDS i N '13.44 EX SW: EXISTING SIDEWALK ELEVATION LO PNT STA: 0+90.38 N I SW: SIDEWALK ELEVATION - XX.X9. DOWNWARD GRADE 24+50 24+00 23+50 23+00 22+50 22+00 21+50 21+00 20+50 360e tea. - __ - - ® e a I °�O 31246 W 350 TC 313. TQ 313. TC.: 312. BL`312.94 .-BC 31254 BC. 312.18 TC312.4 SW 312.3 \ _------------------------------ ---`-BC311.93 340MATCH EXISTING n \ ATCH CISING - (! EX TC:31227 EX SW:31240 EX BC:311.77 330 \ ATM COSTING ER SW:312.30 SW 69TH AVENUE \ �\ 320 310 NOTE: TOP OF CURB ELEVATIONS DO NOT REFLECT CURB DROPS NORTH EYEBROW TRANSITION DETAIL 1"_10 300 -r - - ® - - SiZs3 0HIfi4 - ..� SV. 327. SW:327. CH EXISTNG i 290 .-�L/-A AC BE : AC BERM:327.44 D �AC BERM:329.46 ___ CHAMFER CURB AT 45,'3 --------------------LENGTH = 0.17' '+ -280 FYI b,A:2, ELEV: -04.66 -SAJ VER""L .11 11.19 COM ORT LEVEL Al25 PA VEMEETSPN MPH WI `SENGERF_ LIGHTING �_---+-----A PN A:22+88.22 AG CURVE M PASSENGER %*. 14. 8 PER PSHTO DESIG STANDARDS '13.44 RIL PER AASHTO I ESIGN STANDA RDS LO PNT STA: 0+90.38 - VC; 5200 - LO PNT ELE 31238 LOOSII CRdU fD AT CE NlEIME ELI- � a � 5.2 DEIGN GRADE . ^ € AT CENTERLINE w 2n in il <sn a a� 0 i~II� mNii m o•J . IN tcr !Z SW 69TH AVENUE STREET 1" = 3C HORZ: 1" = 30' SW LOCUST HORZ: ALL PROFILE VERT: i" = 10' ELEVATIONS ARE BASED ON VERT: ALL PROFILE ELEVATIONS 1" = 10' ARE BASED ON - w .CENTERLINE UNLESS OTHERYASE NOTED CENTERLINE UNLESS OTHERWISE NOTED n � M n; 24+50 24+00 23+50 23+00 22+50 22+00 21+50 21+00 20+50 360e tea. - __ - - ® e a I °�O 31246 W 350 TC 313. TQ 313. TC.: 312. BL`312.94 .-BC 31254 BC. 312.18 TC312.4 SW 312.3 \ _------------------------------ ---`-BC311.93 340MATCH EXISTING n \ ATCH CISING - (! EX TC:31227 EX SW:31240 EX BC:311.77 330 \ ATM COSTING ER SW:312.30 SW 69TH AVENUE \ �\ 320 310 NOTE: TOP OF CURB ELEVATIONS DO NOT REFLECT CURB DROPS NORTH EYEBROW TRANSITION DETAIL 1"_10 300 -r - - ® - - SiZs3 0HIfi4 - ..� SV. 327. 270 SW 69TH AVENUE NOTE FOR AC BERM INFORMATION SEE DETAIL THIS SHEET SOUTH NARROWING TAPER DETAIL 20+DO i" = 10' JOB NUMBER 4294 SHEET C101 SW:327. CH EXISTNG i 290 .-�L/-A AC BE : AC BERM:327.44 D �AC BERM:329.46 ___ CHAMFER CURB AT 45,'3 --------------------LENGTH = 0.17' '+ -280 TC: 327.61 �_---+-----A 270 SW 69TH AVENUE NOTE FOR AC BERM INFORMATION SEE DETAIL THIS SHEET SOUTH NARROWING TAPER DETAIL 20+DO i" = 10' JOB NUMBER 4294 SHEET C101 AS -BUILT DISCLAIMER: AS -BUILT INFORMATION IS BASED ON A COMBINATION OF FIELD SURVEY INFORMATION, SPOT INSPECTION INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. I END 121 WIDENENING TAPER (1.75' WIDE) BEGIN ATTACHED SIDEWALK 1 - - MATCH EXISTING ' STA 11+78.79 (15.78'R) SW LOCUST STREET I --- ---- -' END AC STREET RESTORATION ----- - i I STA 11+85.00 SW LOCUST STREET% . SW LOCUST STREET - / - 13+00 12+00 - 14+00 _ " END FULL STREET IMPROVEMENTS BEGIN AC STREET RESTORATION _ --------- STA 11+78.79 SW LOCUST STREET_' END 10A WIDENING TAPER (2' MADE) BEGIN ATTACHED SIDEWALK". ____--- MATCH EXISTING STA 11+78.86 (16.071) SW LOCUST STREET I I X 350 - 7 I 6 1 5 i i I I I 1 1 I I II 1 II II I l SW LOCUST /-4 STREET 200 I _ s �ry O FOR LOTS 6 @ 7 r /' DRIVEWAY INFORMATION, SEE SIiEET C1 03 I I r END DETACHED SIDEWALK, BEGIN TRANS1'. 4 STA 11+67.39 (19.50'R) SW LOCUST STREET V BEGIN 121 WIDENING TAPER (1.75' WIDE) STA 11+57.92 (14.00'R) SW LOCUST STREET_ I I - I 1 •. I �¢_tL lu�rocrrnrw - - 11+00 STA 11+57.92 (14.00'1.) SW LOCUST STREET- _ \ BEGIN 10:1 WIDENING TAPER (2' WIDE) END DETACHED SIDEWALK, BEGIN TRANSITION Q \ STA 11+67.14 (19.50'1.) SW LOCUST STREET 3 /'6 WIDE CONCRETE BEGIN FULL STREET IMPROVEMENTS- / PEDESTRIAN PATH STA 10+14.00 SW LOCUST STREET SEE SHEET C103 I O I I I 2 I 13+75 13+50 13+00 12+50 12+00 11+50 11+00 W LOCUST STREET SW 69TH AVENUE APPROVED "OAK STREET ESTATES" SUBDIVISION (SUB _ 2014-001) .m 330 320 310 300 290 280' 270 10+50 10+00 9+75 O U CL U a< ~ a Q U U Z N � O = Q T � Z Z Eggm Z 6 20�� E Q F2- Z W SCALE 1" = 30 FEET Z g 30 0 12 10 24 00 O Wcr qui °Q r LEGEND W o CD — .- CONCRETE SIDEWALK AND ADA RAMPS CONSTRUCTED BY CONTRACTOR W I 3 — CONCRETE SIDEWALK CONSTRUCTED BY HOME BUILDER '^ W N - P 4 STA:13+37. 4 — RESIDENTIAL DRIVEWAY CONSTRUCTED BY HOME BUILDER - - PN A:10+68.41 K:18.43 O (48.43 — RESIDENTIAL DRIVEWAY CONSTRUCTED BY CONTRACTOR o LVL.62.14 a L IQ50.00 m "N 99 m� JAM - so EXISTNG GROUND AT CENTERUNE -�, _ FINISHED gIADE AT CENTERLINE'^ i^ BEST -FIT DESIGN CENTERLINE s -- F - - ±v J H -__-. 8+n tzFm SW LOCUST STREET = N ¢ HORZ 1° - VERT: 1° ALL PROFILE ELEVATIONS = 10' ARE BASED ON F -- CENIERUNE UNLESS OTHERWISE NOTED - - wr` g �c4 13+75 13+50 13+00 12+50 12+00 11+50 11+00 W LOCUST STREET SW 69TH AVENUE APPROVED "OAK STREET ESTATES" SUBDIVISION (SUB _ 2014-001) .m 330 320 310 300 290 280' 270 10+50 10+00 9+75 O U CL U a< ~ a Q U U Z N � O = Q T � Z Z Eggm Z 6 20�� E Q F2- Z W SCALE 1" = 30 FEET Z g 30 0 12 10 24 00 O Wcr qui °Q r LEGEND W o CD — .- CONCRETE SIDEWALK AND ADA RAMPS CONSTRUCTED BY CONTRACTOR W I 3 — CONCRETE SIDEWALK CONSTRUCTED BY HOME BUILDER '^ W N — NEW AC PAVEMENT �N — RESIDENTIAL DRIVEWAY CONSTRUCTED BY HOME BUILDER m ■ co O O — RESIDENTIAL DRIVEWAY CONSTRUCTED BY CONTRACTOR o a �% — ADA RAMP CONSTRUCTED BY CONTRACTOR, SEE DETAILS A —SEE SHEET C104 FOR ADA RAMP AND CURB RETURN DETAILS NOTES: 1. CONTRACTOR SHALL INSTALL ALL ADA RAMPS. ADA RAMPS SHALL BE CENTERED ON 1/2 DELTA AS SHOWN UNLESS OTHERWISE SPECIFIED. ALL ADA RAMPS AND SIDEWALKS ALONG ENTIRE CURB RETURNS SHALL BE CONSTRUCTED AS PART OF THIS PROJECT. 2 DRY UTIUTY CROSSINGS SHALL BE PLACED PRIOR TO PROOF ROLL TEST FOR CURB INSTALLATION. THE NUMBER OF CROSSINGS, EXACT LOCATION, DEPTH, CONDUIT, ETC., SHALL BE SPECIFIED BY THE PRIVATE UTILITY CARRIERS CONTRACTOR SHALL COORDINATE. 3. DRIVEWAY DROPS SHALL BE INSTALLED AT THE LOCATION AND WIDTH SPECIFIED BY THE DEVELOPER. 4. CONTRACTOR SHALL INSTALL CENTERLINE SURVEY MONUMENT BOXES AT ALL INTERSECTIONS, PCS, AND PTS. 5. SURVEY CREW TO SHOOT r{ AND SAWCUT LINE AND PROVIDE INFORMATION TO PROJECT ENGINEER FOR VERIFICATION PRIOR TO STAKING CURB ALONG SW 69TH AVE. DRIVEWAY CENTERLINE STATION LOT III STATION AUG LAMENT WIDTH 1 11+33.11 SW LOCUST STREET 20.00' 4 10+71.25 SW LOCUST STREET 20.00' 6 & 7 11+0235 SW LOCUST STREET 24.00' 8 11+33.43 1 SW LOCUST STREET 20.00' F- W W W E—L V+ �a cf)o D Z U Q 0Z J Q 2� J cl)a JOB NUMBER 4294 SHEET C102 2 AS -BUILT DISCLAIMER: AS -BUILT INFORMATION IS BASED ON A COMBINATION OF FIELD SURVEY INFORMATION, SPOT INSPECTION * I INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. \+ I SCALE 1" = 30 FEET THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. j so o 12 18 u W r I I D AC TURNAROUND IMPROVEMENTS( BEGIN CONCRETE PEDESTRIAN PATH IMPROVEMENTS 1. S I 8' WIDE AC STA 0+24.06 PEDESIPoAN PATH - N I TURNAROUND - AC SAWOUT J 6' WIDE CONCRETE -- I`20 SIDEWALK `I L__ ___________ , d -F L3 - 4 - L5 - - 50 1 _ _ i - �- -17 k BEGIN AC TURNAROUND IMPROVEMENTS \ `-INSTALL REMOVABLE ' - I MATCH EXISTING \` BOLLARDS PER DETAIL INSTALL REMOVABLE STA 0+10.50 PEDESTRIAN PATH AC SAWC7T BOLLARDS PER DETAIL I (TYP) O ' END CONCRETE PEDESTRIAN PA LEGEND PEDESTRIAN PATH MATCH BACK OF SIDEWALK I STATIONRADIUS I BEGIN TRANSITION TO SHARED ACCESS DRIVEWAY STA 1+36.92 PEDESTRIAN PATH I I MATCH BACK OF SIDEWALK L4 0+34.36 STA 0+24.50 SHARED ACCESS DRIVEWAY I 0 00 0 24' L2 1+00 0{-E INTERSECTION '- 15.00 STA 11+02.36 SW LOCUST STREET =STA 0+00.00 SOARED ACCESS DRIVEWAYI y ( END TRANSITION I 2 3 I = W V I BEGIN SHARED ACCESS DRIVEWAY PER CROSS SECTION STA 0+34.50 SHARED ACCESS DRIVEWAY I W 0'� I 8 ,.H E I 4 < BVCE 316.14 ��N ( 4. CONTRACTOR SHALL INSTALL CENTERLINE SURVEY MONUMENT BOXES AT ALL EV ` .-____--________ ____ ______ __________�___ 5. SURVEY CREW TO SHOOT q AND SAWCUT UNE AND PROVIDE INFORMATION TO ---------- _ --_-__z3+oo PROJECT ENGINEER FOR VERIFICATION PRIOR TO STAKING CURB ALONG SW 69TH SHARED ACCESS DRIVEWAY o 21+11SW 69TH AVENUE10+oo - z, -1 L00% CENTERLINE UNLESS OTHERWISE NOTED R won z o 35U LEGEND PEDESTRIAN PATH CURVE/TANGENT STATIONRADIUS LENGTH DELTA CHORD TANGENT/CHORD BEARING PVL STA:0+40.03 34.36' N00'26'59'E L4 0+34.36 PVI K:371 ELEV:321.01 • PV E .315.59 105.45' NOO'26'59'E ON 1/2 DELTA AS SHOWN UNLESS OTHERWISE SPECIFIED. ALL ADA RAMPS AND L 15.00 K:2.03 THIS PROJECT. 340 2. DRY UTILITY CROSSINGS SHALL BE PLACED PRIOR TO PROOF ROLL TEST FOR BV BV(E. • 0+32.53€ 321.94 i BWS: 1+00.37 340 0 ED 8 ,.H E : 0+47.53 < BVCE 316.14 BY THE DEVELOPER. 90 4. CONTRACTOR SHALL INSTALL CENTERLINE SURVEY MONUMENT BOXES AT ALL EV 3 38 a q S EVCE 314.49 5. SURVEY CREW TO SHOOT q AND SAWCUT UNE AND PROVIDE INFORMATION TO 330 PROJECT ENGINEER FOR VERIFICATION PRIOR TO STAKING CURB ALONG SW 69TH SHARED ACCESS DRIVEWAY o a 330 -1 L00% CENTERLINE UNLESS OTHERWISE NOTED R won z o ?43,11 mho„ w± azo 'J.93g �f-n 320 € EAS GRO --7.31%---,CEN � a 310-<omi2 1 310 FINISHED GRADE R o AT CENTER x 300w ~ 300 w$ � o a3F� a8 290 - z - 216 A 29C �Z •'t'm� AC TURNAROUND & a „ zea CONCRETE PEDESTRIAN PATH 28C HORZ: 1' -_ 30' VERT: 1' = 10' -15 _-G ALL PROFILE ELEVATIONS ARE BASED ON F CENTERUNE UNLESS OTHERWISE NOTED - w2 - 270 7C ��;'6 N m� 0+00 0+50 1+00 1+50 CENTERLINE CURVE/TANGENT TABLE ROW 10' PL I I 6' VARIES I VARIES 2'-4' 0'-2, TNG IND AT ERUNE *4A' 6' WIDE CONCRETE PATH PER CITY OF TWO DETAIL 166 (SEE SHEET C05) CONCRETE PEDESTRIAN PATH STA D+24.D6 - STA 1+38,92 NOT TO SCALE PL Ok PL END 24' 'WIDE SHARED ACCESS DRIVEWAY STAT+33.77 SHARED ACCESS DRIVEWAY I `3' DENSE GRADED HMAC (1 LIFT) OVER, 2' OF 3/4'-0 CRUSHED ROCK OVER, 8' OF 1-1/2'-0 CRUSHED ROC( BASE COURSE OVER, COMPACTED SUBGRADE TYPICAL 8' WIDE TURNAROUND SEC11ON STA 0+10.50 - STA 0+24.04 NOT TO SCALE LEGEND PEDESTRIAN PATH CURVE/TANGENT STATIONRADIUS LENGTH DELTA CHORD TANGENT/CHORD BEARING L3 0+00.00 34.36' N00'26'59'E L4 0+34.36 10.20' N11'45'35"E L5 0+44.55 105.45' NOO'26'59'E END 24' 'WIDE SHARED ACCESS DRIVEWAY STAT+33.77 SHARED ACCESS DRIVEWAY I `3' DENSE GRADED HMAC (1 LIFT) OVER, 2' OF 3/4'-0 CRUSHED ROCK OVER, 8' OF 1-1/2'-0 CRUSHED ROC( BASE COURSE OVER, COMPACTED SUBGRADE TYPICAL 8' WIDE TURNAROUND SEC11ON STA 0+10.50 - STA 0+24.04 NOT TO SCALE LEGEND - - CONCRETE SIDEWALK AND ADA RAMPS CONSTRUCTED BY N00'49'05'E CONTRACTOR 0 CONCRETE SIDEWALK CONSTRUCTED BY HOME BUILDER - - NEW AC PAVEMENT TRACT B - RESIDENTIAL DRIVEWAY CONSTRUCTED BY HOME BUILDER END 24' 'WIDE SHARED ACCESS DRIVEWAY STAT+33.77 SHARED ACCESS DRIVEWAY I `3' DENSE GRADED HMAC (1 LIFT) OVER, 2' OF 3/4'-0 CRUSHED ROCK OVER, 8' OF 1-1/2'-0 CRUSHED ROC( BASE COURSE OVER, COMPACTED SUBGRADE TYPICAL 8' WIDE TURNAROUND SEC11ON STA 0+10.50 - STA 0+24.04 NOT TO SCALE PVI STA:0+35.33 PVI STA:1+01.20 PW ELEV:305.53 330 K:1.40 K: 29 L�:25.16 - RESIDENTIAL DRIVEWAY CONSTRUCTED BY CONTRACTOR s -- L2 D+00.00 150.00' N00'49'05'E - ADA RAMP CONSTRUCTED BY CONTRACTOR, SEE DETAILS mg ro m 9ex A -SEE SHEET C104 FOR ADA RAMP AND CURB RETURN DETAILS 5 TRACT A >_aLL m ys DIM 1. OCINTRACTOR SHALL INSTALL ALL ADA RAMPS. ADA RAMPS SHALL BE CENTERED 0 _ ON 1/2 DELTA AS SHOWN UNLESS OTHERWISE SPECIFIED. ALL ADA RAMPS AND < SIDEWALKS ALONG ENTIRE CURB RETURNS SHALL BE CONSTRUCTED AS PART OF EXISTING GRADE THIS PROJECT. ------------------------------ -------------------------- 2. DRY UTILITY CROSSINGS SHALL BE PLACED PRIOR TO PROOF ROLL TEST FOR N CURB INSTALLATION. THE NUMBER OF CROSSINGS EXACT LOCATION, DEPTH, LOT 42 CONDUIT, EEC., SHALL BE SPECIFIED BY THE PRIVATE UTILITY CARRIERS 0 ED CONTRACTOR SHALL COORDINATE. 3. DRIVEWAY DROPS SHALL BE INSTALLED AT THE LOCATION AND WIDTH SPECIFIED BY THE DEVELOPER. 90 4. CONTRACTOR SHALL INSTALL CENTERLINE SURVEY MONUMENT BOXES AT ALL ; INTERSECTIONS, PC'S AND PTS 5. SURVEY CREW TO SHOOT q AND SAWCUT UNE AND PROVIDE INFORMATION TO Q PROJECT ENGINEER FOR VERIFICATION PRIOR TO STAKING CURB ALONG SW 69TH SHARED ACCESS DRIVEWAY AVE PVI STA:0+35.33 PVI STA:1+01.20 PW ELEV:305.53 330 K:1.40 K: 29 L�:25.16 CURVE/TANGENT STATION RADIUS LENGTH DELTA LVC:20.00 L2 D+00.00 150.00' N00'49'05'E Wa_j mg ro m 9ex >_aLL m ys 0 _ FINISH OR < AT CEN LI EXISTING GRADE = kd } AT CENT RUNE W N D LOT 42 U a 0 ED 4 Z oaQ 90 LLI CC ; J a Q SHARED ACCESS DRIVEWAY N HORZ. 1' = 30' -8 VERT: 1' = TV - ALL PROFILE ELEVATIONS ARE BASED ON X F 2 w cI CENTERLINE UNLESS OTHERWISE NOTED R 70 0+00 0+50 1+00 1+50 20 10 E DO 90 80 .70 LOT 46 TYPE C CURB PER DETAIL (TYP) 0.5' (TYPICAL) 0.5' (TYPICAL) LOT 45 ! LOT 44 TYPICAL SHARED ACCESS \-3' DENSE GRADED HMAC (1 UFT) OVE eOii ODRIVEWAY SECTION ' F i/CRUSHED En CKOVE STA 0+24.50 - STA 1+33.77 COMPACTED SUBGRADE NOT TO SCALE CENTERLINE CURVE/TANGENT TABLE LOT 44 & 45 SHARED DRWY CURVE/TANGENT STATION RADIUS LENGTH DELTA CHORD TANGENT/CHORD BEARING L2 D+00.00 150.00' N00'49'05'E oB N JOB NUMBER 4294 SHEET C103 Q Wa_j >_aLL Noca W N D LOT 42 U a 0 ED 4 Z oaQ LLI CC o Z J a Q N oB N JOB NUMBER 4294 SHEET C103 ------------------ 22+50 i 330 PN STA:1 325 PN ST :1+24.75 PNS 00 PN F 320 O C. U h W uc � < O U PN ELEV. 7.93 PN EU 0 r= 315 PV ELEV:315.21 G Z z OO O OO W d ANON w Z 310 I 0 "'CF F N G Z W p �F-V>¢ M N !_ 3LEGEND �? ¢ C) LLI p. a (l1 O ziEZ W r �EZ c,wy I V+ Q SCALE 1' = 5 FEET Q LVC:&00 - ' LVC:6.00 t°vozc pl TO. TOP OF CURB ELEVATION I IQ BC: BOTTOM OF CURB ELEVATION I p 5 o z 5 a 5 i SW: SIDEWALK ELEVATION p ca z XXX DOWNWARD GRADE I j 4 g 50R 00% z o 4, p I CONCRETE SIDEWALK CONSTRUCTED BY CONTRACTOR. / / I q w o N Z - CONSTRUCT PER C.O.T. DWG NO. 120. / p 4.3 W Z71 IX 2 m '6* 31507 p 4 SW: 314.97 TC 314.87 LLIo I \ffin i \ I E ¢ gY a y "H U = p. CONCRETE SIDEWALK CONSTRUCTED BY HOME BUILDER. / 20X 20% o BC3M.37 o 4F4 i O � / 2. X ;t -, 80 +M / +x ;t 4 RESIDENTIAL DRIVEWAY CONSTRUCTED BY HOME BUILDER. / I \ 0 ;9 ou�i zt a I NNa W Q7 TO ELEV '' NOTE: J IT Q2 STA 21+57.72 (14.00'R) SW 69TH AVENUE IN PROFILE REM ESENTS TDP W m STA 10+38.77 (14.00'L) SW LOCUST STREET BCR PER PROFILE / C1RB REIUR PROFILE PROFILE REPRE TOP - SW:315.21 \ BCR PER PROFILE - DELTA: 89'3947' 1/4 PER PROFILE / / SW:3I&93 p 51015.83 HORZ 1' = 5' N g SO.315.31 \ DELTA: 9020'18' RADIUS 25.00' 1/4 1/2 PER PROFILE PER PROFILE O RADIUS: 25.00'1/2 PER PROFILE I VERT-. I' 1' = 5' + ± - - I \ V / ARC LENGTH: 39.12' 3/4 PER PROFILE / / � BOB\STA ECRARC LENGTH: 39.42' `. 10+39.23 3/4 PER PROFILE STA 22+35.72 (14.00'R) SW 69TH AVENUE ECR PER PROFILE � 1 (14.W'R) SW LOCUST STREET ECR PER PROFILE ` ■ r SVt31&48 CD / I $W:315.08 \ \ \ O --- ------ --- i ---- -- /-� ------ W� / CHAIR RAMP STRUCTURAL CONSTRUCT WHEEL SW:316.36 St. 315.08 3 - - - - - - - _ - - - - - - - - - - . //yy�� 3 D SW:316.89 / 0; I `` W SECTION PER C.O.T. DWG RAMP TO / TL. 316.12 i - { ONSTRUCT WHEELCHAIR RAMP STRUCTURAL St. 314.87 Lf-)/ BE CENTERED ON THE 1/2A AS SHOWN. p �t M315.62 TC:315.W BR314.58 a, SECTION PER C.O.T. DWG. RAMP TO \ BE CENTERED ON THE 1/2d AS SHOWN. \ 1 W /A lid V � / SW. 316.96 / '�• 1/4 d I 3/4 d :r \ �' '�' O W Q N SW.317.36 / 31&84 SV. 317.95 { , I 14. s1M.314.83 ` \ �� SW:314.66 Ifir A' cn p &9X 10.6 � O O I 814. 6• - - D ■ � �O c4 1 OO 0 0 0 TC/B C316.44 i - TC%BQ314.42 o0 0 C 24 a p L, p p �J�� 11 Q p 10 1/2 e I /x O .3 ". St. 317.X p �x i 1/2 0 SYI314.81 p Q o 57.31&74 TC/M.316.52 TC/BC;314.34 p 5.00' SW:317.95 �� I St. 314.17 O 3/4 d I V o O:31.5 1/4 d _- - 1+40 C:316.95 SO: TG 314.56 BC:314.OB 1+00 0+90 " BC 31&14 BCR I ------------------ 22+50 i 330 PN STA:1 325 PN ST :1+24.75 PNS 00 PN F 320 O C. U tL < O U PN ELEV. 7.93 PN EU 0 r= 315 PV ELEV:315.21 G Z z OO O OO W d ANON w Z 310 m U 0 "'CF F N G Z W ZQ� U�J �F-V>¢ M 3D5 +35.41 �? ¢ C) LLI 6.00 LV (l1 O ziEZ W r �EZ c,wy LVC:6.D0 V+ Q ------------------ 22+50 i - 325 PN STA:1 J PN ST :1+24.75 PNS •1+14.52 PN STA:1+03:56 305 m tL PN ELEV. 7.93 PN EU V.*317.08 PN �Ua PV ELEV:315.21 SW 69TH AVENUE W ------------- 22+OD -- � K:.05 0 --- - -�- - _--_ ___-_I_ __ __-__-_- 22+25 -- 10+00 21+75 21+50 Z W Z W M Q +35.41 Q 6.00 LV 6.00 KA.76 LVC:6.D0 V+ Q HI PNT ELE 31517 LVC:&00 - ' LVC:6.00 t°vozc pl + m 2nW ^ ^ N (n W L- W W ¢ Q m 9 _ m 325 - 325 PN STA:1 35.78 PN ST :1+24.75 PNS •1+14.52 PN STA:1+03:56 305 300 300 PN ELEV. 7.93 PN EU V.*317.08 PN .316.88 PV ELEV:315.21 K:2. K:.05 K 0.45 Pl I EIEN314.75 PM K:0.47 LVC:6. +35.41 L 6.00 LV 6.00 KA.76 LVC:6.D0 HI PNT ELE 31517 LVC:&00 - ' LVC:6.00 pl IQ 50R 00% w 4.3 Z71 IX 2 m 15.20% ^M � 2. X ;t -, 80 +M +x ;t 4 ou�i zt NOTE: NOTE: CURB RETU IN PROFILE REM ESENTS TDP NORTH CURB RETURN.. C1RB REIUR PROFILE PROFILE REPRE TOP - SOUTH CURB RETURN HORZ 1' = 5' - - OF CURB AU WITH NO CURB DROPS HORZ 1' = 5' VERT-. I' 1' = 5' - - - + m 2nW ^ ^ N (n W L- W W ¢ Q m 9 _ m 325 - 325 320 320 315 315 310 310. 305 305 300 300 330 FV bIA:li PN ELEV. 115.20 O 'VVVV/��+ K:1. 325 PN STA:1+13.29 PN STA:1+03.57 LVG 6.110 Pl I EIEN314.75 PM ELEV:314.23 HI PNT STA: +35.41 KA.76 K:5.81 HI PNT ELE 31517 LVC:&00 - ' LVC:6.00 pl 50R 00% 4.3 �e ^M ;t -, 80 ;t 4 zt NOTE: 2 2� CURB RETU IN PROFILE REM ESENTS TDP NORTH CURB RETURN.. OF CURB A JGNMENT WITH NO CURB DROPS HORZ 1' = 5' VERT: 1' = 5' 330 O 'VVVV/��+ 325 ILu r 320 315 310 305 ^ X300 JOB NUMBER 4294 SHEET C104 r I ZZO�L��J Z F C J Q S CD Z O U U CO Z (n Z U L+FJ LLJ F Z O Z Z O ( F .O -?I� c N H-W Z m Z Q O TnFf�� Z ¢ 0 U EL, F=w Q �w O Z Z O J J L0 Q Ci M WLZUw ItI �Ow W Q<LA_Z_m 10' MIN. 6" CLASS "C AC -OR - 3" CLASS "C AC ON 8" OF 3/4"-0 ..�----'2% SLOPE TO STREAM COMPACT & STERLIZE SUBGRADE _ FABRIC - MAINTENANCE ACCESS FABRIC PEDESTRIAN PATH OR BIKEWAY NOTES: -- - 1. CONCRETE SHALL BE 3000 P.S.I. AT 28 DAYS, 6 SACK MIX, SLUMP RANGE OF 1 1/2"-3" 2. -CONCRETE PANELS SHALL BE SQUARE, 3/4" DEEP SCRIBES AT JOINTS 6 FEET APART, FDGFD ON 4 SIDES AND HAVE A LIGHT BROOM FINISH. 3. FABRIC TO BE A WOVEN GEOTEXTILE (AMOCO 2006) OR APPROVED EQUAL.. 4. COMPACT AND STERILIZE SUBGRADE. - - CY,YO-GARn 4PPR0�° NO SCALE MICHAEL A. WoNE. P.E. MAINTENANCE ACCESS OR On. NO. ■ 'Alt O ONNLO m.Hw a`w JANUARY 2013 PEDESTRIANI PATH 166 1wN es�ra� �- 1/2" R FINISHED GRADE 2:1 MAX AC SECTION 3" MIN. THICKNESS ,:'�.,'.> COMPACTED GRANULAR BASEROCK 10" 9' SECTION CURB END (45' TAPER) TYP CONTRACTION JOINT ® 15" MAX INTERVALS TOP OF CURB=FINISH GRADE (TC=FG) A i PAVEMENT ELEVATION NOTES 1. A CONTRACTION JOINT SHALL BE PLACED ALONG AND OVER WEEP HOLE THROUGH THE SIDEWALK. 2. ALL CONCRETE SHALL BE 3300 PSI 0 28 DAYS. TYPE C CURB DETAIL NTS POST WITH DOME METAL BOLLARD POST FOOTING SLEEVE . BOLLARD 4J§" O.D. 2% SLOPE AWAY I j�44' O.D. FROM BOLLARD 3300 PSI CONCRETE REMOVABLE BOLLARD INSERT POST FOOTING SLEEVE COMPACTED W EXISTING DRIVEWAY - MATCH WIDTH & GRADE A R/W LINE VARIES SEE NOTE 3 5MIN 12% SIDEWALK SEE NOTE 3 LANDSCAPE STRIP A X 3 10' MIN3 -H►-- _ PLAN R/W 3/4" PROJECTED TOP Q OF CURB 2% MAX STREET J v J-,=1 "1 Iril Eil l l I I1=1 4 TI I I� 2" OF AGGREGATE SECTION A -A (3/4"-0") COMPACTED NOTES: 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. tinnr�.OGAAD 'VP^0� ar NO SCALE WRI FAHA. P.E. STANDARD DRIVEWAY DM. N. ■ maopev4aAu.NT JANUARY2016w/LANDSCAPE STRIPS 141 ' LANDSCAPE SEE NOTE 2 STRIP i--4Jf" OD .a ,A4" "x ,L•X..,, NOTES: 1. CONCRETE SHALL BE MIN. 3300 PSI ®28 DAYS. 2. VERIFY LOCATION OF UNDERGROUND UTILITIES BEFORE INSTALLING. REMOVABLE BOLL -0" CRUSHED AGGREGATE ARD NTS N W V 7 � MWS 012 F 2 U a a Z y � z z �zm N Z F�n d = W W LL U) LLII � W � J � O Who W �V�/�j `n ; WQ o cn = onNx JOB NUMBER 4294 SHEET C105 STOP SIGN LOCATION - - - (INSTALL 4" PVC SLEEVE UNTIL CROSSWALK CURB JOINT SEE STDI DRAINAGE BLOCKOUT 3 SCHEDULE 40 "LD. - PERMANENT SIGN INSTALLATION) STRIPING DETAIL NO. 146 5' MIN. SEE NOTE 5 ROW 1• I-6'" .. 0� PC /PT � \8 1 PIPE WABSIPL NGC) 1" BATTER SIDEWALffm K 2% -. T ROAD I- j ROAD 1" 6,. 1" R ° - '1 12" CURBSIDE p O .. 3 T rrrl 6" 1/2a I ° MAX. R' f °• 2" OF 3/4"-0" BASEROCK A, a °°" ° TRUNCATED DOME B COMPACTED SUBGRADE BASE ICOURSE `� DETAIL F 24„ �, k SIDEWALK ADJACENT TO CURB COMPACTED SUBGRADE o 0 o \, JP�\�� G �f EXPANSION PLANTERS' MIN. ROW - STRIP 6" J @ @ 0 JOINT (TYP) � a Q -P 5 Y w 1. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS. @ po po �I� .. .. ¢ a ROAD .L - 2. EXPANSION JOINTS: /PT ' - A. TO BE PROVIDED: 3 IT iti 1) AT EACH POINT OF TANGENCY OF THE CURB. - - 2" OF 3/4"-0" 2) AT EACH COLD JOINT. RAMP TEXTURE COMPACTED SUBGRADE BASEROCK 3) AT EACH SIDE OF INLET STRUCTURES. PATTERN DETAIL VIEW 4)AT EACH END OF DRIVEWAYS. ..PLAN SIDEWALK AWAY FROM CURB 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. B. MATERIAL TO BE PRE -MOLDED, ASPHALT IMPREGNATED NON EXTRUDING 1. CONCRETE SHALL BE 3000 P.S.I.. AFTER 28 DAYS. WITH A THICKNESS OF 1/2 INCH AND SHALL COVER ENTIRE CROSS SECTION OF CONCRETE. 4' 4' - 6" 2. PANELS TO BE 5 FEET LONG UNLESS OTHERWISE SPECIFIED - 3. CONTRACTION JOINTS FLUSH 3. EXPANSION JOINTS & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED :ASPHALT - A. SPACING TO BE NOT MORE THAN 15 FEET. BTHE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INCHES .y 121-+ I- •m • -., IMPREGNATED MATERIAL OR EQUAL EXTENDING FROM SUBRADE TO FINISH GRADE AND .. PLACED AT SIDES OF DRIVEWAY APPROACHES, UTILITY VAULTS, WHEELCHAIR RAMPS AND AT 4. BASE ROCK 2"-0" OR 3/4"-0", 95% COMPACTION. BASE ROCK SHALL BE TO SPACING NOT TO EXCEED 45 FEET. SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH, WHICHEVER IS GREATER. 4" P.C.CONCRETE 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE CURB," 5. DRAINAGE BLOCKOUT - 3" DIAMETER PIPE: JII�1"� o °o oo°off°oo THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. 2" 3/4"-0" AGG. BASEROCK . A. 3" I.D. PIPE WITH COUPLING. 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURB IS USED S. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB ,SECTION A -A OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. OTHERWISE SIDEWALK SHALL HAVE SAW CUT VERTICALLY 18" EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB. NOT ES: A MINIMUM THICKNESS OF 4 INCHES. C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MINIMUM OF 2.0' 1. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. IN 28 DAYS. 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER AND A MAXIMUM OF 3.0' FROM PROPERTY LINES. 2. CONTRACTION JOINTS SHALL BE SCRIBED 3/4" DEEP AND RAMP PANELS SHALL BE BE SCHEDULE 40 DWV (ABS OR PVC) PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED "S" "D" EDGED ON 4 SIDES. 3. EXPANSION JOINTS SHALL BE 1/2" ASPHALT IMPREGNATED MATERIAL OR EQUAL. OVER PIPE. 6. FOR SUBDIVISIONS AN FOR .SANITARY AND A FOR STORM DRAIN SHALL 4. SURFACE SHALL HAVE A MEDIUM BROOM FINISH WITH TROWLED EDGES ON ALL SIDES.- 7. CONCRETE SHALL HAVE A MEDIUM BROOM FINISH AND TROWELED ON ALL FOUR SIDES BE STAMPED ON THE TOP OF THE CURB ABOVE THE LATERAL . 5. COLOR OF DOME AREA SHALL BE COLONIAL RED OR AS APPROVED BY ENGINEER. 6. SEE STD DETAIL NO. 146 CI'IT ()I-'11GNtn N n �' MICHAEL A. STONE. P.E. CONCRETE NO SCALE CTh OF TIGM nIoON 0wseawc0ms ' MICHAEL A. STONE, P.E. NO SCALE CT[YOP]'IGARP xP.GON H�R1No0�NON ��` MICHAEL A. STONE, P.E. WHEELCHAIR RAMP NO SCALE Dwc NO. a aRm DNG:N; a„ „� DSO. NO. »" JANUARY 2013 SIDEWALK 120 ■ ,� _°.�"�"a =° � JANUARY 2013 CURB & GUTTER 1 �H �� °Be�H, L«�1 JANUARY 2013 STANDARD CORNER 128 ZZO�L��J Z F C J Q S CD Z O U U CO Z (n Z U L+FJ LLJ F Z O Z Z O ( F .O -?I� c N H-W Z m Z Q O TnFf�� Z ¢ 0 U EL, F=w Q �w O Z Z O J J L0 Q Ci M WLZUw ItI �Ow W Q<LA_Z_m 10' MIN. 6" CLASS "C AC -OR - 3" CLASS "C AC ON 8" OF 3/4"-0 ..�----'2% SLOPE TO STREAM COMPACT & STERLIZE SUBGRADE _ FABRIC - MAINTENANCE ACCESS FABRIC PEDESTRIAN PATH OR BIKEWAY NOTES: -- - 1. CONCRETE SHALL BE 3000 P.S.I. AT 28 DAYS, 6 SACK MIX, SLUMP RANGE OF 1 1/2"-3" 2. -CONCRETE PANELS SHALL BE SQUARE, 3/4" DEEP SCRIBES AT JOINTS 6 FEET APART, FDGFD ON 4 SIDES AND HAVE A LIGHT BROOM FINISH. 3. FABRIC TO BE A WOVEN GEOTEXTILE (AMOCO 2006) OR APPROVED EQUAL.. 4. COMPACT AND STERILIZE SUBGRADE. - - CY,YO-GARn 4PPR0�° NO SCALE MICHAEL A. WoNE. P.E. MAINTENANCE ACCESS OR On. NO. ■ 'Alt O ONNLO m.Hw a`w JANUARY 2013 PEDESTRIANI PATH 166 1wN es�ra� �- 1/2" R FINISHED GRADE 2:1 MAX AC SECTION 3" MIN. THICKNESS ,:'�.,'.> COMPACTED GRANULAR BASEROCK 10" 9' SECTION CURB END (45' TAPER) TYP CONTRACTION JOINT ® 15" MAX INTERVALS TOP OF CURB=FINISH GRADE (TC=FG) A i PAVEMENT ELEVATION NOTES 1. A CONTRACTION JOINT SHALL BE PLACED ALONG AND OVER WEEP HOLE THROUGH THE SIDEWALK. 2. ALL CONCRETE SHALL BE 3300 PSI 0 28 DAYS. TYPE C CURB DETAIL NTS POST WITH DOME METAL BOLLARD POST FOOTING SLEEVE . BOLLARD 4J§" O.D. 2% SLOPE AWAY I j�44' O.D. FROM BOLLARD 3300 PSI CONCRETE REMOVABLE BOLLARD INSERT POST FOOTING SLEEVE COMPACTED W EXISTING DRIVEWAY - MATCH WIDTH & GRADE A R/W LINE VARIES SEE NOTE 3 5MIN 12% SIDEWALK SEE NOTE 3 LANDSCAPE STRIP A X 3 10' MIN3 -H►-- _ PLAN R/W 3/4" PROJECTED TOP Q OF CURB 2% MAX STREET J v J-,=1 "1 Iril Eil l l I I1=1 4 TI I I� 2" OF AGGREGATE SECTION A -A (3/4"-0") COMPACTED NOTES: 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. tinnr�.OGAAD 'VP^0� ar NO SCALE WRI FAHA. P.E. STANDARD DRIVEWAY DM. N. ■ maopev4aAu.NT JANUARY2016w/LANDSCAPE STRIPS 141 ' LANDSCAPE SEE NOTE 2 STRIP i--4Jf" OD .a ,A4" "x ,L•X..,, NOTES: 1. CONCRETE SHALL BE MIN. 3300 PSI ®28 DAYS. 2. VERIFY LOCATION OF UNDERGROUND UTILITIES BEFORE INSTALLING. REMOVABLE BOLL -0" CRUSHED AGGREGATE ARD NTS N W V 7 � MWS 012 F 2 U a a Z y � z z �zm N Z F�n d = W W LL U) LLII � W � J � O Who W �V�/�j `n ; WQ o cn = onNx JOB NUMBER 4294 SHEET C105 .a ,A4" "x ,L•X..,, NOTES: 1. CONCRETE SHALL BE MIN. 3300 PSI ®28 DAYS. 2. VERIFY LOCATION OF UNDERGROUND UTILITIES BEFORE INSTALLING. REMOVABLE BOLL -0" CRUSHED AGGREGATE ARD NTS N W V 7 � MWS 012 F 2 U a a Z y � z z �zm N Z F�n d = W W LL U) LLII � W � J � O Who W �V�/�j `n ; WQ o cn = onNx JOB NUMBER 4294 SHEET C105 AS -BUILT DISCLAIMER: AS -BUILT INFORMATION IS BASED ON A COMBINATION OF FIELD SURVEY INFORMATION, SPOT INSPECTION INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. TAX LOT 9700 TAX MAP 1s 1 36M- j TAX LOT 9300 LOT 19 TAX LOT 10200 ( rax MAP is 1 36AA LOT 15 TAX MAP 1S 1 36AA TRACT B ' v i w I OILU J TAX LOT 9600 N TAX MAP 1S 1 36M TAX LOT 9500 LOT 18 I . - TAX MAP 1S 1 36AA �• LOT 17 I . ! TAX LOT 9400 TAX MAP 1S 1 36AA LOT 16 I --------------- - I I I 4 i ;TAX LOT 8800 TAX NAP 1S 1 36AA LOT 10 TAX LOT 8700 TAX MAP 1S 1 36AA LOT 9 i I I 6 5 7 TAX LOT 8600 :TAX MAP IS 1 36AA LOT 8 APPROVED "OAK STREET ESTATES" SUBDIVISION (SUB 2014-001) U) SIGNING LEGEND UILU STOP N' ' sw Locust st R1-1 R7 -1B D3-1 ID L �o RFT w 3rd s 6 SCALE 1" C�416A! $W 69th AVe = 30 FEET E R7-18 D3-1 GENTER h—J�tWR"�-'K—*—'VPAIES'1'—K��I�� CENTER 0 12 18 24 90 Jim r n JUSTIFY NOTE LEGEND: 1. ALL SIGNS SHALL CONFORM TO THE 2009 S - STREET SIGN ON - - a MANUAL ON UNIFORM RRA CONTROL DEVICES STEEL POST N wy n g a t e v GN AND THE COUNTYS PERMANENT SIGNING LEGEND R P 2 DEVELOPER TO PAY CITY TO INSTALL SL -STREET SIGN ON SIGNAGE LIGHT POLE 3. SL MOUNT SIGNS ON STREETLIGHT POLE CENTER JUS71Fl, D31-PRINCIPALLE0END W TH DESCENCING STROKES NOTES: (ALTERNATE COLON ARRANGEMENT) 1. CITY To INSTALL ALL SIMS, BARRICADES, BOLLARDS AND A N D E B F J K � L � M � N � P STRIPING AT THE DEVELOPERS' EXPENSE AS STATED IN THE SUBDIVISION CUPUANCE AGREEMENT. VAR 7 025 0.375 2 4 D 3 D 3 3 (MIN) 13 I 1 1.5 I 25 25 2. STREET SIGN SLEEVES TO BE INSTALLED BY CONTRACTOR. D3-1 STREET NAME SIGN DIMENSIONS NOT TO SCALE INSTALL CENTERLINE SURVEY MONUMENT ® BOX PER C.O.T. DWG. NO. 170 TRACT B TAX LOT 2400 TAX MAP IS 1 25DD LOT 15 TAX LOT 2500 TAX MAP 1S 1 25DD LOT 16 'I r- ----------- ---- ----- -- I � I TAX LOT 2600 .TAX MAP 1S 1 25DD LOT 17 I TAX LOT 2700 TAX MAP 1S 1 25M LOT 18 ° I I TAX LOT 2800 TAX MAP IS 1 25DD LOT 19 I I I TAX LOT 2900 TAX MLPTI20 250D IJ Lu as Z Q Z USCI LU F_ LU F_ Nm N D N Q ONNGON JOB NUMBER 4294 SHEET C106 y. I � I I TAX LOT 300 TAX MAP 1S 1 36AA I 2 3 3 I INSTALL TYPE III SIDEWALK / BARRICADE PER DETAIL -_ _------------------ SW 69TH AVENUE ! TAX LOT 9400 TAX MAP 1S 1 36AA LOT 16 I --------------- - I I I 4 i ;TAX LOT 8800 TAX NAP 1S 1 36AA LOT 10 TAX LOT 8700 TAX MAP 1S 1 36AA LOT 9 i I I 6 5 7 TAX LOT 8600 :TAX MAP IS 1 36AA LOT 8 APPROVED "OAK STREET ESTATES" SUBDIVISION (SUB 2014-001) U) SIGNING LEGEND UILU STOP N' ' sw Locust st R1-1 R7 -1B D3-1 ID L �o RFT w 3rd s 6 SCALE 1" C�416A! $W 69th AVe = 30 FEET E R7-18 D3-1 GENTER h—J�tWR"�-'K—*—'VPAIES'1'—K��I�� CENTER 0 12 18 24 90 Jim r n JUSTIFY NOTE LEGEND: 1. ALL SIGNS SHALL CONFORM TO THE 2009 S - STREET SIGN ON - - a MANUAL ON UNIFORM RRA CONTROL DEVICES STEEL POST N wy n g a t e v GN AND THE COUNTYS PERMANENT SIGNING LEGEND R P 2 DEVELOPER TO PAY CITY TO INSTALL SL -STREET SIGN ON SIGNAGE LIGHT POLE 3. SL MOUNT SIGNS ON STREETLIGHT POLE CENTER JUS71Fl, D31-PRINCIPALLE0END W TH DESCENCING STROKES NOTES: (ALTERNATE COLON ARRANGEMENT) 1. CITY To INSTALL ALL SIMS, BARRICADES, BOLLARDS AND A N D E B F J K � L � M � N � P STRIPING AT THE DEVELOPERS' EXPENSE AS STATED IN THE SUBDIVISION CUPUANCE AGREEMENT. VAR 7 025 0.375 2 4 D 3 D 3 3 (MIN) 13 I 1 1.5 I 25 25 2. STREET SIGN SLEEVES TO BE INSTALLED BY CONTRACTOR. D3-1 STREET NAME SIGN DIMENSIONS NOT TO SCALE INSTALL CENTERLINE SURVEY MONUMENT ® BOX PER C.O.T. DWG. NO. 170 TRACT B TAX LOT 2400 TAX MAP IS 1 25DD LOT 15 TAX LOT 2500 TAX MAP 1S 1 25DD LOT 16 'I r- ----------- ---- ----- -- I � I TAX LOT 2600 .TAX MAP 1S 1 25DD LOT 17 I TAX LOT 2700 TAX MAP 1S 1 25M LOT 18 ° I I TAX LOT 2800 TAX MAP IS 1 25DD LOT 19 I I I TAX LOT 2900 TAX MLPTI20 250D IJ Lu as Z Q Z USCI LU F_ LU F_ Nm N D N Q ONNGON JOB NUMBER 4294 SHEET C106 AS—BUILT DISCLAIMER: AS—BUILT INFORMATION IS BASED ON A COMBINATION OF FIELD SURVEY INFORMATION, SPOT INSPECTION INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED.z IS a a o a o°� o moo MONUMENT CASE & COVER 1. MONUMENT BOXES TO BE CAST IRON OR ALLOY SUITABLE FOR HEAVEY TRAFFIC LOADING 41036 OR 1033 SUPPLIED BY: EAST JORDAN IRON WORKS, INC. (PART NUMBER 3680) 13127 STATE .AVE MARYSVILLE WA 98271 (360)651-6144 ,. SALES REP: (503)367-7925 2 ALTERNATIVE TYPES MUST BE APPROVED BY THE CITY ENGINEERING DEPARTMENT. 3 APPROVED FOR ALL STREET CLASSIFICATIONS. 4.— MONUMENT TO BE NO DEEPER THAN 6" BELOW FINISH GRADE. Cl]Y OnFG<n'1R0 ,sPxoxn eY: NO SCALE MICHAEL A. STONE. P.E. MONUMENT nuESwNcnrv,NON Lid � : wows cEP.u<n.,BN,r an omsrn owc. No. cA� OPECounss, JANUARY 2013 Box 170 vnx (wJ)�129�in N W W K U � � U o� S U as Qa = N ,Z W N � yd`—"�2LL o w y v W � O Jm O LLLn Wao �N m � z� o ae r � Z CL ui mrxErawPuanc Paysrns,rrane ° ,xexmoausnc Pavanexr uumwc v�QnOH°i I"I x Tf 5r.le5rwN.17 v ��.P� 0 0 J a e Wk 2 U w U]z� otoj z�yw iU 0 ° j—rs• NOTES N��:—� ��a�E EooES PAa�s5�a°� 'S1■N EwwasP� aN w�oR E Nx rvrE LL� Ew �` E Er�oW,xroa L u' L' u� BxwESERE�E°s°�° �ga��war wPn ENn� E� a�.rw°PowrwxExTMEr°w N�ErE ©�'" Osn s1NcuAe�r —I �JI—,z e wuws�xwm'so�ra, NG uw,uws o�� awxT O E� k� m unrEnniao r+,:sEracx I �� -._.'_T=. 7e_an naswaavert�xr mem¢ uEncavmvaa,u�� 1 , , E wcwsfP,E,'1'A wt ri°Soaro F—ESN -2n I- LINEI 111 9 En°PoxrwxsxrxEnnxurEwav>:RmoPrPflR0N1 ,YPwN� �ra<a.wN —R--1.1—�� www,PVEE. °waExxm°N�nry �wn OJ O w,E rxe%wv�ns*rnaENceoE © acxaaa x 1 �-1 • —rxau masPc E rz��*^� y \ r' \ e� m m m L xEEwNc wrcu eo rxau muEc slur— a srnce-1 Erxwmovwsnc TrHPUrNarPIC51nE—$S.N�N„w,°n°,N�..°NE�,��a<Exr. ERun, uNL,w,x��wx,� „aax�fi.�YE��w° ��— n,PE.°sEEL«wa,�aNAorw aoixE xu i rwEEN uwEsnEs. , rxwx A A O Oss ZDUNE OXae OIEFT x m1� oxaNP rvlm � � m m m �- T ,xPNr „«°rxaPPwE�SE �4, ,5' sPACiNG TT. inEcnaur,vveirEsu:croNs. •� vEuow vEuowoxwr.re ns au�awvmc«P�aNs. �Gs,'�F�c sEcnoxurvsEinEry=cr«u. ��swrma vsuan O rPasw FLOW R O O O rVARIES _ s —. s' 1RN51C rLOn WNrtE nNE. Bw: VNEDOr1E wwm:mu. .—L.E. JOB NUMBER 4294 SHEET C107 AS -BUILT DISCLAIMER: LOT 21 AS -BUILT INFORMATION IS BASED ON A COMBINATION OF FIELD SURVEY INFORMATION, SPOT INSPECTION INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. - TAX LOT 10200 TAX MAP IS 1 36AA �. TRACT B ,r TAX LOT 9600 TAX MAP 1S 1 36AA TAX LOT 9500 LOT 18 TAX MAP 15 1 36AA •) LOT 17 1 PRARIEFIRE CRABAPPLE (TYP) I i -i- I H , z sF i CLOSED SOIL VO- 3' VIBE X 3' BEEP - (TTP) I TAX LOT 302 TAX LOT 300 I TAX MAP 1S 1 36AA TAX MAP 1S 1 36AA r--------� r-------� •-I•- I I I I s I I I 1 1 2 J 3 J ±6,077 SF + ; 16,077 SF 1 I I I I _ _ 1 __ --------------- - - - - 4 - - ASN (TYR) -- ----_ -- SW 69TH AV8N,IfE--� TAX LOT '-'I ----i W w TAX LOT 8500 E TAX MAP 1S 1 36AA r LOT 7 I TAX LOT 9300 1 ' ` 'L_ TAX LOT 2400 Z y i TAX MAP 1S 1 36AA r ; .`., �;• I LOT 15 r I TAX MAP OT 15 25DD N 8 ¢ a t i ;TAX LOT 8800 >a ( ' ' TAX MAP IS 1 36AA TAX LOT 8600 LOT 10 TAX MAP iS136AA LOT 8 LOT B TAX LOT 8700 AX LOT 250 s TAX MAP IS 136AA I' Z T 0 a" �' � i< `;• "x LL Ii TAX LOT 9400 I Lor 9 uJ TAX MAP 1s 125DD H -TAX MAP IS 1 36AA I I (1 . LOT 16 �.. `= rx I ) LOT 16 .: 'Q�rtW� 1' ��yi Wli 1 i ---- -- r--------- BUILD NG SETBACK KR ------j, r ---y ------------------- BUILDING - -- - --- Q ----------- (I) , ■ I PRARIEFlRE CRABAPPLE (TRP) `'��( TAMC"! Q---_ 1c ---'��'y_-�--=-=SDI- ---- �' Q I GEOTECHNICAL REPORT � O I I Pa""`\�7 � \�- FLOVAJNE •/� i I $ I 7 I V/- O I ±6�SF I ±11,997 SF I I , , W� 0 - I ----- - - - I L - - - - - _— -I TAX LOT 2600 m I ¢ r —an s. as I TAX MAP 1S 1 25DD ,�, /-- -- -- 7=7 LOT 17 Wch O EXIST. CONIFER TREE I_ TO REMAIN (TYP) I - I W Q CSI ■ — „, , 6 / I -- — —• # r — - 4 "1 1 I ffl,055 SF - cc N � OREGON WHITE OAK (TYP) I "x . =D RAYMro6DASM(TYP) J L---- ----------- I VICn 1 1 i o 0 4 00 y ±6x79 SF TAX LOT W Q Z i --- <'� 5 iA A I' 2700 0� SE 0 cr. § - ±»,231 SF 34,9 I de o I I TAX MAP 1S 1 25DD '--I �1. , 1I I I LOT 18 x - - - - a -- - -- -- ------------ --- -- -- --- - I ----5+-C ---=------- ------- EXISTING DECIDUOUS TREE TO REMAIN (TYR) � a� J I I_ l ..;o•, a .._-- �• ( ', I� I (� "I 303 ; ! APPROVED "OAK STREET ESTATES" TAX MAP 1S 136AA SUBDIVISION (SUB 2014-001) STREET ANQD STY ITE TREES PLANT SCHEDUICAL NAME COMMON NAME LE TAINER � `� SCALE 1" = SO FEET A ( ) 2 MALUS X'PRAIRERE' PRAIRIFIRE CRABAPPLE 1 1/2' CAL, B&B 0 2" 1 QUERCUS GARRYANA OREGON WHITE OAK 1 1/2' CAL BM8 GENERAL NOTES: " 1. ALL TREES AND PLANTINGS TO CONFORM TO THE CITY OF TIGARD DESIGN STANDARDS IN ALL WAYS CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES NTH THE CONTENTS OF TIGAFVS URBAN CANOPY OF THE TREE OR IN A WAY THAT CAUSES THEM TO BECOME HAZARD TREES AS "ED N CHAPTER 8.02 OF THE TIGARD MUNICIPAL CODE STREET TREES SHALL BE MAINTAINED IN A MANNER THAT DOES FORESTRY MANUAL AND LANDSCAPE CODE. PLANT IN ACCORDANCE WITH BEST PRACTICE INDUSTRY STANDARDS ADOPTED BY 'DIE OREGON LANDSCAPE CONTRACTORS BOARD (O.CB). PLANT MATERIAL MALL STREET TREES OTi BOTANICAL NAME COMMON NAME SIZEICONUAINER CONFORM 10 AMERICAN NURSERY STANDARDS ASN 12601. 2x2 PRESSURE TREATED STAKES (2) PER TREE: STREET FRONTAGE: 566 LF ±; REQUIRED STREET TREES 14 SET PARALLEL TO SIDEWALK AND STREET — 3" DEEP X 3' DIA. MULCH RING 18' DEEP X TGF (DO NOT COVER ROOT FLAIR) 11 FRAXINUS OXYCARPA 'RAYWOOD' RAYWOOT ASH 2'.. CAL B&S LONG ROOT BARRIER (BOSIDES) 10' LONG X 18' DEEP ROOT BARRIER INSTALLED ADJACENT TO BOTH THE CURB AND THE SIDEWALKS, CENTER ROOT BARRIERS ON TREE TRUNK. ROOT BARRIER SMALL BE DFEPROOT US 18-2 OR OTHER SIMILAR O HARDSCAPING (CURBS, SIDEWALKS DRIVES, ETR). CENTER BARRIER ON TREE TRUNK. ROOT BARRIER SHALL BE DEEP ROOT US 18-2 ROOT SI0DEWALKTH CURB AND STREET NOTE 11 STREET TREES ARE PROPOSED FOR THE SITE AN ADDITIONAL IN LIEU OF" FEE FOR 3 TREES WLL 5. SUBSTITUTION TO STREET TREE VARIETY OR SIZE MAY ONLY BE ALLOWED IN CASES OF UNAVAILABILITY AND MUST BE APPROVED IN WRITING BY THE CITY OF TIGARD PRIOR TO PURCHASE OF PLANT MATERIAL IF BE PAID TO MEET THE 14 STREET TREE REQUIREMENT FOR THE SITE. L 18' DEEP X 10 LONG ROOT BARRIER (BOTH SIDES) APPROXIMATE CLOSED SOIL VOLUME AREA MHMMUM 7 WIDE BY T DEEP (REFERTO NOTES 9AND 10THS SHEET THE PROPORTIONS OF COVERED SOL MATERIALS SHALL BE AS FOLLOWS OR AS RECOMMENDED IN APPENDIX 17 OF TIGARD'S URBAN FORESTRY MANUAL, WHERE DISCREPANCIES OCCUR, THE URBAN FORESTRY MANUAL OR OTHER TGARD STANDARDS SHALL PREVAIL MATERIAL AMT FOR I CY AMT FOR 4.6 CY CRUSHED ROCK 23.2 CF 4 CY TOPSOIL 5.9 CF 1 CY SOIL BINDER 13.7 OZ 4 UBS WATER • 1.6 GAL 46 GAL . THE TARGET MOISTURE CONTENT IS 209. BY WEIGHT OF THE TOPSOIL WEIGHT. THE ABOVE WATER CONTENT ASSUME THE TOP IS DRY. THE AMOUNT OF WATER THAT WILL NEED TO BE ADDED WILL BE DEPENDENT ON THE MOISTURE CONTENT OF THE RAW MATERIALS AND SHALL BE DETERMINED DURING MIXING. CLOSED SOL VOLUME 'ROOT PA7W UNDER SIDEWALK IF REGXIIRED (REFER S FROM BACKO.C�FROM BAGG��ff'' TO IGARD'S URBAN FORESTRY OF D.C.D.CWFRO MINIMUM MANUAL APPENDICES 11 AND 17 %1� TYPICAL STREET TREE PLANTING DETAIL TAX LOT 2800 TAX MAP 1ST 25DD LOT 19 I r NAN NTS GENERAL NOTES: " 1. ALL TREES AND PLANTINGS TO CONFORM TO THE CITY OF TIGARD DESIGN STANDARDS IN ALL WAYS CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES NTH THE CONTENTS OF TIGAFVS URBAN CANOPY OF THE TREE OR IN A WAY THAT CAUSES THEM TO BECOME HAZARD TREES AS "ED N CHAPTER 8.02 OF THE TIGARD MUNICIPAL CODE STREET TREES SHALL BE MAINTAINED IN A MANNER THAT DOES FORESTRY MANUAL AND LANDSCAPE CODE. PLANT IN ACCORDANCE WITH BEST PRACTICE INDUSTRY STANDARDS ADOPTED BY 'DIE OREGON LANDSCAPE CONTRACTORS BOARD (O.CB). PLANT MATERIAL MALL CIANLOCK TIE O2 OTHER APPROVED THE CONFORM 10 AMERICAN NURSERY STANDARDS ASN 12601. 2x2 PRESSURE TREATED STAKES (2) PER TREE: 2. CONTRACTOR IS RESPONSIBLE FOR VERIFYING PLANT QUANTITIES IF DISCREPANCIES OCCUR, DESIGN INTENT PREVAILS OVER QUANTITIES LISTED SET PARALLEL TO SIDEWALK AND STREET 3. TREES TO BE PLANTED SHALL MEET THE REQUIREMENTS OF THE AMERICAN ASSOOATRN OF NURSERYMEN (AAN) FOR NURSERY STOCK (ANSI 760.1) FOR GRADE NO. 1 OR BETTER. 3" DEEP X 3' DIA. MULCH RING . 13' OF CLEARANCE ABOVE PUBLIC LOCAL AND NEIGHBORHOOD STREETS LOCAL ANDTOR NTIGHTS (DO NOT COVER ROOT FLAIR) 4. ROOT BARRIERS SHALL BE INSTALLED ACCORDING TO THE MANUFACTURMS SPECIFICATIONS WHEN A TREE IS PLANTED WITHIN 5' OF ANY HARD SURFACE PAVING OR UTIUTY BOX. ALL STREET TREES SHALL HAVE A LAWN WHERE APPLICABLE 10' LONG X 18' DEEP ROOT BARRIER INSTALLED ADJACENT TO BOTH THE CURB AND THE SIDEWALKS, CENTER ROOT BARRIERS ON TREE TRUNK. ROOT BARRIER SMALL BE DFEPROOT US 18-2 OR OTHER SIMILAR O HARDSCAPING (CURBS, SIDEWALKS DRIVES, ETR). CENTER BARRIER ON TREE TRUNK. ROOT BARRIER SHALL BE DEEP ROOT US 18-2 ROOT PRODUCT. CENTER STREET TREES IN PLANTING STRIP. DOUBLE STAKE ALL STREET TREES MTU STAKES SET PARALLEL TO STREET. REFER TO CITY OF TIGARD STREET TREE STANDARDS AND URBAN FORESTRY CURB AND STREET MANUAL CURRENT EDITION. 5. SUBSTITUTION TO STREET TREE VARIETY OR SIZE MAY ONLY BE ALLOWED IN CASES OF UNAVAILABILITY AND MUST BE APPROVED IN WRITING BY THE CITY OF TIGARD PRIOR TO PURCHASE OF PLANT MATERIAL IF 4. SOL MIX FOR TREE PLANTING TO BE 1/3 ORGANIC MATERIALS, 1/3 TOPSO4 AND 1/3 SANDY LOAM OR AS APPROVED BY THE CITY OF TIGARD, TREES ARE UNAVAILABLE AT TIME OF INSTALLATION, CONTACT PROJECT LANDSCAPE ARCHITECT IMMEDIATELY WITH RECOMMENDED TREE SUBSTITUTION REQUESTS. 18' DEEP X 10 LONG ROOT BARRIER (BOTH SIDES) 6. STREET TREES SHALL BE PLANTED NO CLOSER THAN 20 O.C. FROM ANY OTHER NEWLY PLANTED OR EXISTING TREE, 2 1/2' FROM ANY HARD SURFACE PAVING, 4' D.C. FROM ANY FIRE HYDRANT, U11UTY BOX, OR .� PEEL BACK TOP 1/3 UTILITY POE, 2- RC. FROM ANY UNDERGROUND UTILITY, 10' O.C. FROM A STREET LIGHT STANDARD, AND 20' FROM A STREET RIGHT-OF-WAY CORNER. FIELD ADJUST AS NECESSARY TO MAINTAIN MUNIUM DISTANCES. OF BURLAP (MINIMUM) O V 7. REFER ALSO TO SUPPLEMENTAL ARBORIST REPORT. ANGLE SIDES OF PUNTING HOLE TO MAINTAIN STABILITY B. INDIMWAL HOMEOWNERS ARE RESPONSIBLE FOR IRRIGATING TREES AND GROUNDCOVER FRONTING LOTS LAWN OR OTHER VEGETATIVE GROUNDCOVUR SHALL BE INSTALLED AND MAINTAINED BY TME HOMEOWNER AT TIME OF INDIVIDUAL LOT BUILD OUT. OPEN SOIL VOLUME 9. STREET TREES ARE REQUIRED TO HAVE A MINIMUM OF 500 CUBIC FEET OF AVAILABLE SOL VOLUME, ASSUMING S MINIMUM DEPTH AND 5- NDE PLANTING STRIP. WHERE PLANING AREA IS LESS THAN 500 CUBIC FEET (I.E. PLANTING BED IS LESS THAN 34' BY 5' NDE BY 3' DEEP) A COVERED 'CLOSED SOL ROOT PATH' SHALL BE USED UNDER THE SIDEWALK TO OPEN UP AVAILABLE SOL VOLUME. MINIMUM WIDTH OF CLOSED COMPACTED TOP SOIL SOL AREAS TO BE 3 FEET WOE BY Y DEEP. REFER TO APPENDIX 11 EXAMPLE SOL VOLUME CALCULATION - STREET TREE MIH ROOT PAM IN IGARD'S URBAN FORESTRY MANUAL CONTRACTOR SHALL BE RCDIXRED TO 1ERPY AVAILnBL SOIL VOLUME IN THE FIELD AND MAKE FIELD AD USTLIENTS AS NECESSARY TO MER MINIMUM REOUIRIDMENTS 10. PLANTING SOLS AND PLACEMENT FOR STREET TREES: REFER TO SECTION 12 AND APPENDIXES (I.E APPENDIX 17) OF TIGARD'S URBAN FORESTRY MANUAL• REMOVAL, STORING, AND AMENDED SOLS FOR PUNTER AREAS; BLENDED SOIL PLACEMENT AND COMPACTION; COVERED SOL MATERIALS; COVERED SOIL MIXING PROCEDURES; AND COVERED SOL PLACEMENT SHALL CONFORM TO CITY OF TIGARD STANDARDS FINISH GRADE OF PLANTING BEDS SHALL CONFORM TO THE APPROVED GRADING PLANS AND ACCOMMODATE MULCH APPLICATION. SEEDED AREAS SHALL BE SMOOTHED, THOROUGHLY WATER SETTLED, AND AT OPTIMUM MOISTURE LEVELS PRIOR TO SEEDING APPLICATION. - NAN NTS 11. STREET TREES SHAD. BE MAINTAINED IN A MANNER CONSISTENT WITH TREE CARE INDUSTRY STANDARDS (ANS ASO1). TREES SHALL NOT BE PRUNED N SUCH A WAY AS TO CAUSE DAMAGE TO THE STRUCTURAL NOTES: CANOPY OF THE TREE OR IN A WAY THAT CAUSES THEM TO BECOME HAZARD TREES AS "ED N CHAPTER 8.02 OF THE TIGARD MUNICIPAL CODE STREET TREES SHALL BE MAINTAINED IN A MANNER THAT DOES 1. DRIVE STAKES OUTSIDE OF ROOTBALL PARALLEL TO STREET AND SIDEWALK. NOT IMPEDE PUBUC STREET OR SIDEWALK TRAFFIC CONSISTENT WITH THE URBAN FORESTRY MANUAL INCLUDING: 2. SET TREE 3' ABOVE FINISH GRADE TO ALLOW FOR SETTLNG OF SOIL AND BARK MULCH APPLICATION. FINISH GRADE OF SOL/BARK MULCH 8' OF CLEARANCE ABOVE PUBLIC SIDEWALKSSHALL JOB NUMBER NOT COVER NATURAL ROOT WIRE KEEP MULCH A MINIMUM O 2' FROM BARK O TREE. . 13' OF CLEARANCE ABOVE PUBLIC LOCAL AND NEIGHBORHOOD STREETS LOCAL ANDTOR NTIGHTS 3. PROMDE AN 18' DEEP BY IV LONG ROOT BARRIER DIRECTLY NEXT TO AND SLIGHTLY BELOW LEVEL OF SIDEWALK WHERE TREES ARE WITHIN 5' 15' OF CLEARANCE ABOVE PUBLIC 1 4294 O HARDSCAPING (CURBS, SIDEWALKS DRIVES, ETR). CENTER BARRIER ON TREE TRUNK. ROOT BARRIER SHALL BE DEEP ROOT US 18-2 ROOT 18' OF CLEARANCE ABOVE PUBLIC ARTERIAL STREETS BARRIER PANELS OR OTHER APPROVED EQUAL INSTALL PER MANUFACTURES RECOMMENDATIONS SHEET 4. SOL MIX FOR TREE PLANTING TO BE 1/3 ORGANIC MATERIALS, 1/3 TOPSO4 AND 1/3 SANDY LOAM OR AS APPROVED BY THE CITY OF TIGARD, S. REMOVE ALL WIRES, METAL BASKETS TWINE, AND OTHER NON -BIODEGRADABLE MATERIALS FROM TREE ROOTBALL PRIOR TO PLANTING. 6. CONTRACTOR SHALL WATER -SETTEE PUNTING HOLES TO REMOVE AIR POCKETS PRIOR TO SPREADING MULCH.Cl O V - TAX LOT 9700 I II 1. PROPOSED LIGHT POLES SHALL BE PGE APPROVED BRONZE 2 -PIECE SMOOTH �� ; TAX LOT 9300 SYMBOL I QUANTITY I LABEL TOTAL LAMP LUMENS LUMINAIRE WATTS - TAX MAP 1S 1 36AA LOT 19 I TAX LOT 10200 # 1 LP -1 TAX LOT I 1 36AA "TA% MAOT LP 2 SW LP z �___-__ EXISTING BETA CREE LED, 25' M.H., 8" MAST ARM iF 2 LP -3 1 ..II ' LOT 15 i ! (DOsnr,G) 69TH AVENUE TAX MAP 1S 1 36AA \� " 3 5.5 SW 69TH AVENUE - SW LOWST TAX MAP 1S 1 36AA ILLUMINANCE Fc 0.8 1.1 03 TRACT B AVENUE INTERSECTION POLE N0. STATION AND OFFSET* STREET POLE TYPE POWER SOURCE LOCATIONS TO BE DETERMINED BY PG:. ALL LIGHT POLE 5 10+38.77 16.75'L SW LOCUST STREET LP -3 POWER SOURCES MUST BE VERIFIED WITH PGE PLANS. CHANGES IN POWER 6 11+67.36 17.33'R SW LOCUST STREET E" SOURCE LOCATIONS WILL REQUIRE AS -BUILT DRAWINGS *OFFSET MEASURED FROM ROADWAY CENTERUNE TO CENTER OF POLE TAX LOT j UP I TAX LOT TAX LOT TAX LOT TAX LOT 5. PROPOSED LUMINAIRES SHALLHAVE HOUSE SIDE SHIELDS ON THE W SCALE 1" = 30 FEET "[�PO ING 10800 10900 (EXE 11100 V IL O TAX MAP 1S 1 36AA i i i TAX MAP IS 1 36AA TAX MAP 1S 1 36AA TAX MAP 1S 1 36AA TAX MAP 1S 1 36AA TAX MAP 1S 1 36AA 1111 I I TAX LOT 9600 !II ! TAX LOT 9400 TAX MAP 1S 1 36AA TAX LOT 9500 I 8� I TAX MAP IS 1 36AA LOT 18 TAX MAP IS 1 36AA : LOT 16 : LOT 17 - -PxR J 7 i.l 10 71.�10 I I 1 s ro ro.a f� 6 Q i.4 b. b 9 i (PROPLL OSED) 2 ro5 7 .2 by 'os I TAX LOT 302 TAX LOT 300 2 b`� •0.4 TAX MAP 1S 1 36AA TAX MAP IS 1 36AA I z.' I '0.3 I 3 •0 b 3 - 2. 3 3 I .6 roti '0.4 ! -. LP3 '0 '0 I 4 _ _ - - - POLE 5 '• •I 10 WB 09 . y ---------------------------/ 1 1 --- ; 00_-_��i�__ 7.18 ---------- \ : b.2 b.3 b.5 •0.8 •0.9 '0 8 •Q6 '0.4 'o.z b.2 '0.2 ro. b.4 •0.5 11 'I C b 8 b.8 b.8 ; '0.3 •OR Y'la-4.4� -�"6- i2n.a-{ro^3-.-0�i11.4 2lo _TLL991D_ �"b IC';4 :99 L .9 bfi b.4 _-_- - - UP 2 POLE 2 '0.5•C 8 1.0 '0.8 '117 23+W b.9 b.9 b.5 b.4 b.3 •0 b.3 b.5 b tC 9 'I 1 1.0 *0S \ ' ..... 8 0.8 b 9 V.8 '0.� x•040 /8800 TAX LOT 8600TAX MAP 1S 1 36AA LOT 8 8700 1 36AA I 7 LUMINAIRE SCHEDULE II 1. PROPOSED LIGHT POLES SHALL BE PGE APPROVED BRONZE 2 -PIECE SMOOTH ROADWAY CLASSIFICATION SYMBOL I QUANTITY I LABEL TOTAL LAMP LUMENS LUMINAIRE WATTS LF I DESCRIPTION # 1 LP -1 TAX LOT --+ -- I LP 2 SW LP z 0.900 EXISTING BETA CREE LED, 25' M.H., 8" MAST ARM iF 2 LP -3 303 i ! (DOsnr,G) 69TH AVENUE (EXISTING) \� " 3 5.5 SW 69TH AVENUE - SW LOWST TAX MAP 1S 1 36AA ILLUMINANCE Fc 0.8 1.1 03 3 4.0 AVENUE INTERSECTION POLE N0. STATION AND OFFSET* STREET POLE TYPE POWER SOURCE LOCATIONS TO BE DETERMINED BY PG:. ALL LIGHT POLE 5 10+38.77 16.75'L SW LOCUST STREET LP -3 POWER SOURCES MUST BE VERIFIED WITH PGE PLANS. CHANGES IN POWER 6 11+67.36 17.33'R SW LOCUST STREET E" SOURCE LOCATIONS WILL REQUIRE AS -BUILT DRAWINGS *OFFSET MEASURED FROM ROADWAY CENTERUNE TO CENTER OF POLE TAX LOT j TAX LOT TAX LOT TAX LOT TAX LOT TAX LOT 5. PROPOSED LUMINAIRES SHALLHAVE HOUSE SIDE SHIELDS ON THE W SCALE 1" = 30 FEET 10600 ' 1 1 10700 10800 10900 11000 -: 11100 V IL O TAX MAP 1S 1 36AA i i i TAX MAP IS 1 36AA TAX MAP 1S 1 36AA TAX MAP 1S 1 36AA TAX MAP 1S 1 36AA TAX MAP 1S 1 36AA SO o >2 to za so u) S LUMINAIRE SCHEDULE II 1. PROPOSED LIGHT POLES SHALL BE PGE APPROVED BRONZE 2 -PIECE SMOOTH ROADWAY CLASSIFICATION SYMBOL I QUANTITY I LABEL TOTAL LAMP LUMENS LUMINAIRE WATTS LF I DESCRIPTION # 1 LP -1 9,550 100W 0.720 E%ISTING TOWN AND COUNTRY LUMINAIRE, 16' M.H. # ILP -2 4,550 53W 0.900 EXISTING BETA CREE LED, 25' M.H., 8" MAST ARM iF 2 LP -3 4,550 53W 0.900 BETA CREE) LED WITH HOUSE SIDE SHIELD (BRONZE, 30 DIRECT -BURIED BRONZE FIBERGLASS POLE, 25' N.H., 8' MAST ARM CALCULATION SUMMARY II 1. PROPOSED LIGHT POLES SHALL BE PGE APPROVED BRONZE 2 -PIECE SMOOTH ROADWAY CLASSIFICATION FINISH COMPOSITE DIRECT -BURIED POLES WITH 25 -FOOT MOUNTING HEIGHT. UGHT LEVEL UNIFORMITY LABEL DESCRIPTION CALCTYPE UNITS AVD MAX MIN AVG IN MAX IN SW 69TH AVENUE LOCAL ILLUMINANCE Fc 0.6 1.1 01 B 11 SW LOCUST STREET LOCAL ILLUMINANCE Fc 0.7 1.1 02 3 5.5 SW 69TH AVENUE - SW LOWST LOCAL/LOCAL INTERSECTION ILLUMINANCE Fc 0.8 1.1 03 3 4.0 AVENUE INTERSECTION POLE N0. STATION AND OFFSET* STREET POLE TYPE POWER SOURCE LOCATIONS TO BE DETERMINED BY PG:. ALL LIGHT POLE 5 10+38.77 16.75'L SW LOCUST STREET LP -3 UGHT LEVEL SUMMARY II 1. PROPOSED LIGHT POLES SHALL BE PGE APPROVED BRONZE 2 -PIECE SMOOTH ROADWAY CLASSIFICATION FINISH COMPOSITE DIRECT -BURIED POLES WITH 25 -FOOT MOUNTING HEIGHT. UGHT LEVEL UNIFORMITY TARGET 2 0.4 FC AVE S 6:1 AVE IN SW 69M AVENUE LOCAL ACHIEVED 0.6 FC 6:1 2700 TARGET 2 0.4 FC AVE S6:1 AVE 6N SW LOCUST STREET LOCAL ACHIEVED 0.7 FC 3:1 SW 69TH AVENUE - SW LOCUST LOCAL/LOCAL INTERSECTION TARGET 2 0.8 FC AVE S 4:1 AVE IN STREET INTERSECTION ACHIEVED 0.8 FC 3:1 NOTE TARGET = AASHTO ROADWAY LIGHTING DESIGN GUIDE TABLE 3-59 (2005) 2. MAST ARMS SHALL BE PGE APPROVED 8' BRONZE TENON -MOUNT STYLE ACHIEVED = DESIGN VALUE STANDARDS INSTTUTE (ANSI), AND ANY LOCAL ORDINANCES WHICH MAY LICIT PGE LOCATION TABLE it .NOTE: POLE N0. STATION AND OFFSET* STREET POLE TYPE POWER SOURCE LOCATIONS TO BE DETERMINED BY PG:. ALL LIGHT POLE 5 10+38.77 16.75'L SW LOCUST STREET LP -3 POWER SOURCES MUST BE VERIFIED WITH PGE PLANS. CHANGES IN POWER 6 11+67.36 17.33'R SW LOCUST STREET LP -3 SOURCE LOCATIONS WILL REQUIRE AS -BUILT DRAWINGS *OFFSET MEASURED FROM ROADWAY CENTERUNE TO CENTER OF POLE AS -BUILT DISCLAIMER: AS -BUILT INFORMATION IS BASED ON A COMBINATION OF FIELD SURVEY INFORMATION, SPOT INSPECTION INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. I� LOTX I LOTY LOTV I LOT2 I PGE HOUSE I I SERVICE PEDESTAL RN LIGHT FIXTURE- TYPICAL 1'SCHEDULE 40 PVC IF flUN UNDER 100' 2" SCHEDULE 40 PVC IF RUN OVER 100' i3 TYPICAL LIGHT POLE CONNECTION SL2 TO HOUSE PEDESTAL ON DIFFERENT N.T.S. LOT LINE : IATXI LOT 1"SCHEDULE 40 PVC PGE FNNISE - - -R(W SERVICE PEDESTAL LIGHT FIXTURE - TYPICAL C TYPICAL LIGHT POLE CONNECTION SL2 TO HOUSE PEDESTAL ON SAME N.T.S. LOT LINE --------------------------- TAX LOT 11200 TAX MAP 1S 1 36AA TAX LOT 11300 TAX MAP 1S 1 36AA 6 5 TRACT B TRACT A j I III TAX LOT 2400 111 TAX MAP 1S 1 25DD LOT 15 p I I I I I TAX LOS,25500 TAX MAP I I LOT 16 it I I r--- --------- --------- ------- ---- I TAX LOT 2600 TAX MAP 1S 1 25DD LOT 17 I I i II TAX LOT 2900 nI TAX MAP 1S 1 25DD STREET LIGHTING NOTES: II 1. PROPOSED LIGHT POLES SHALL BE PGE APPROVED BRONZE 2 -PIECE SMOOTH 1. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM NTH P.G.E. OPTION FINISH COMPOSITE DIRECT -BURIED POLES WITH 25 -FOOT MOUNTING HEIGHT. III TAX LOT PGEAPPROVED 25 -FOOT M.H. STUB PIECES I III 2. ALL ELECTRICAL EQUIPMENT SHALL CONFORM TO THE CURRENT 2700 STANDARDS OF THE NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION Lu I III PGE APPROVED 25 -FOOT M.H. TOP PIECES TAX MAP 1S 1 25DD LOT 18 SHAKESPEARE BHT3099S5BL9901 (39358) (W 1111) STANDARD SPECIFICATIONS, AND THE SPECIAL PROVISIONS, ALL CMT MDS30-F-100-S2-HS-PC-NP-lB-22 (39372) (CU 1112) MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CURRENT a 2. MAST ARMS SHALL BE PGE APPROVED 8' BRONZE TENON -MOUNT STYLE ELECTRICAL SAFETY CODE, STANDARDS OF THE AMERICAN NATIONAL STANDARDS INSTTUTE (ANSI), AND ANY LOCAL ORDINANCES WHICH MAY PGE APPROVED MAST ARMS PIECES it SHAKESPEARE OPAR-3T-0.7-BZ VALMONT 1HT9GH30B (PWD DARK BRONZE) � p SURVEY MONUMENT LOCATION SHOWN ON THE SUBDIVISION PLAT PER 3. JUNCTION BOXES SHALL BE PCE APPROVED SPLICE BOXES - ORS 92.044 (7) Z 4. COORDINATE WORK WITH LORRAINE KATZ WIN POE AT (503) 570-4407 NEWBASIS FGA 32418T-00043 TO DETERMINE POWER SOURCE FOR THE STREET LIGHTS. UJI > I I ARMORCAST A6001946TAX18-PGE 5. PROPOSED LUMINAIRES SHALLHAVE HOUSE SIDE SHIELDS ON THE HIGHLINE CHA132418HE1 p TAX LOT 2800 m I p ! TAX MAP IS 1 25DD LOT 19 I I i II TAX LOT 2900 nI TAX MAP 1S 1 25DD STREET LIGHTING NOTES: GENERAL NOTES: 1. PROPOSED LIGHT POLES SHALL BE PGE APPROVED BRONZE 2 -PIECE SMOOTH 1. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM NTH P.G.E. OPTION FINISH COMPOSITE DIRECT -BURIED POLES WITH 25 -FOOT MOUNTING HEIGHT. "A' SPECIFICATIONS. ALL MATERIALS AND INSTALLATION SHALL BE APPROVED BY P.G.E. PGEAPPROVED 25 -FOOT M.H. STUB PIECES SHAKESPEARE BHS3099N3BL9901 (39357) 2. ALL ELECTRICAL EQUIPMENT SHALL CONFORM TO THE CURRENT CMT 25 -SNB -UP (39371) STANDARDS OF THE NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA) AND THE UNDERWRITERS LABORATORIES, INC. (U.L.). WHEREVER PGE APPROVED 25 -FOOT M.H. TOP PIECES APPUCABLE. IN ADDITION TO THE REQUIREMENTS OF THE PLANS, SHAKESPEARE BHT3099S5BL9901 (39358) (W 1111) STANDARD SPECIFICATIONS, AND THE SPECIAL PROVISIONS, ALL CMT MDS30-F-100-S2-HS-PC-NP-lB-22 (39372) (CU 1112) MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CURRENT REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE (NEC) THE NATIONAL 2. MAST ARMS SHALL BE PGE APPROVED 8' BRONZE TENON -MOUNT STYLE ELECTRICAL SAFETY CODE, STANDARDS OF THE AMERICAN NATIONAL STANDARDS INSTTUTE (ANSI), AND ANY LOCAL ORDINANCES WHICH MAY PGE APPROVED MAST ARMS PIECES APPLY. SHAKESPEARE OPAR-3T-0.7-BZ VALMONT 1HT9GH30B (PWD DARK BRONZE) 3. NO UTILITY INFRASTRUCTURE IS TO BE LOCATED WNHIN ONE FOOT OF A SURVEY MONUMENT LOCATION SHOWN ON THE SUBDIVISION PLAT PER 3. JUNCTION BOXES SHALL BE PCE APPROVED SPLICE BOXES - ORS 92.044 (7) PGE APPROVED ,XINCTION BOXES ARE: 4. COORDINATE WORK WITH LORRAINE KATZ WIN POE AT (503) 570-4407 NEWBASIS FGA 32418T-00043 TO DETERMINE POWER SOURCE FOR THE STREET LIGHTS. QUAZITE A4%2418A017 ARMORCAST A6001946TAX18-PGE 5. PROPOSED LUMINAIRES SHALLHAVE HOUSE SIDE SHIELDS ON THE HIGHLINE CHA132418HE1 PROPERTY SIDE TO DEFLECT LIGHT FROM ADJACENT HOMES. 4. LUMINAIRES SHALL BE PGE APPROVED BETA (CREE) FIXTURES WITH HOUSE SIDE SHIELDS. PGE APPROVED LUMINAIRES ARE 53W BETA (CREE) LED STR-LWY-2M-HT-03-E-UL-BZ-525-40K-R-URL-SPX (HOUSE SIDE SHIELD) 90004019 5. THE PHOTO CONTROL SHALL BE PGE APPROVED STANDARD TWSTLOCK, ELECTRONIC, 105 TO 300 VOLT CONTROL. PGE APPROVED PHOTDELECTRONIC CONTROL (90002719} ACUITY BRANDS (DR) D124-1.5-1704 6. THE WRING FROM THE SPLICE BOX TO THE LUMINAIRE SHALL BE PGE APPROVED #IOAWG, 600 -VOLT, TYPE THHN. FOR 240 -VOLT. APPUCATIONS THE PGE WRING CONFIGURATION IS. BLACK AND RED (HOT) GREEN (GROUND) Q VSJR N Z J T Q i W 0 o J p Lu 44 Lu cc V/ ON N I RMML DAIL: 12/31/17 1 JOB NUMBER 4294 SHEET C109 AS -BUILT DISCLAIMER: AS -BUILT INFORMATION IS BASED ON A COMBINATION OF 'o W FIELD SURVEY INFORMATION, SPOT INSPECTION INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. a a THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD = a BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. = o �_ SCALE 1" = 30 FEET w H m = I � • -- - 3 - LOT �o • — � — — - - TAX 8300 BB D IZ lB Z< 6D e � _ ---- TAX MAP 1S 1 36AA z """' n __L_ _ L_______ . _ ' LOT byFM Z W mgn�i � z I (� TAX LOT 9100 Z M TAX MAPS 1 36M ' TAX LOT 2200 0 7 11 LOT 13 TAX LOT 8400 I TAX MAP 1S 1 25DD V 1 \ LOT 13 \/ / TAX MAP S61 36AA I /A W I --- W OC , 0w TAX LOT 9200 I{ I ( TAX LOT 2300 H _ A 1 I I TAX MAP 1S 1 25DD Q it .TAX MAP IS 1 36AA 1 I LOT 14 N a i I I g I 1 I' 11 Lor t4 W = O i \ TAX LOT 8500 I �mi� 3 I. I I \ rax MAP LTs71 36AA v I II `.dl Q oN TAX LOT 9700 ! ( I II W TAX MAP 1S 1 36A ; ! TAX LOT 9300 TAX LOT 2400 N LOT 19 TAX LOT 10200 1 I. TAX M orris 36M I I m TAX MAP 15 1 25DD � TAX MAP 1S 1 36M ' 1 I I ,TAX LOT 8800 ., I I I ` LOT 15 //) O m V� i TRACT B - { i-}, F„ TAX MAP IS 1 36M TAX LOT 8600 - LOT 10 TAX MAP 1S 1 36AA I CONNECT TO EXISTING i LOT 8 I € WW`I IiSANITARY SEWER MANHOLE Q I / ; I iH I TAX LOT 8700 a� TAX MAP 1S 1 36M I I Q TAX LOT 2500 (3 0 TAX LOT 9600 L� 11 j I i�TAX LOT 9400 i Lor s I _ I ' TAX MAP rIS 125DD x TAX MAP 1s 1 36AA TAX LOT 9500 ) ; II I. V TAX MAP 1S 1 36AA ( H LOT 18 TAX MM 1S 1 36M ' l 1 I - 1 O LOT 16 I I I LOT 17Z IJ ) f� v. I I > i LITSUJI _ ____________ I 1 AREA DRAW I CONNECT TO EXISTING 1 ) 18' WATER MAIN PRIVATE LIDA STORMWATER QUALITY TRACT B r--------------------------------------- - J • PLANTER BOX TO BE INSTALLED BY CATCH BASIN ( SANITARY 1 O 1 [ STORM MANHOLE (TYP) HOME BUILDER (TYP). I I ® LATERAL (TYP) % I STORM LATERAL 1 I I PRIVATE STORM I PRIVATE STORM LATERAL (TYP) STORM CLEANOUT (TYP) O 1 PRIVATE CATCH BASIN (TYP) (LOT 45),,,, / ( i TAX LOT 2600 .I { CONNECT STORM LATERAL TO TAX MAP 1S 125DD TAX LOT 302 TAX LOT 300 I g I rr n. rn rn SANITARY EXISTING STORMWATER MAIN LOT 17 r TAX MAP 1S 1 36M .TAX MAP IS 1 36M PRIVATE SANITARY CLEANOUT (TYP) II 1 1 PRIVATE STORM LATERAL (TYP)SANITARY SEWER I nr "T •"T (LOT 44) 6 CONNECT STORM LATERAL TO AREA DRAIN I I II MANHOLE (TYP) SEAL WATER J ---m rn Lu SERVI 2 I ; I p I� O CONNECT STORM LATERAL TO I I S I EXISTING STORMWATER MAIN in CONNECT TO EXISTING I I PRIVATE LIDA STORMWATER I I I 1 O SANITARY LATERAL 12' STORM MAIN STUB 4 QUALITY PLANTER BOX. TO BE - PRIVATE STORM ^ - - - - - - (�) CONNECT TO ENISTING f' I INSTALLED BY HOME BUILDER ` LATERAL (TYP) ; , ; I li ENECTRM TO EXISTING 8' (TTP). d' TAX LOT CONNECT TO EXISTING CATCH BASH LEAD S TRACT A ' I 2700 ""-�--- 4' STORM SEWER - - �• I I t (WATER MAIN SNB CONNECT NEW METER - -_- _ LATERAL SNB - - - - - 1 ` - TO EXISTING WATER SANITARY TAX MAP IS 1 25DD O — wry NE LATER ; I _ LOT 18 ---------------------'c--T--- - ----- --- - -- - - -- - I . .. 'SERVICE U AL (TYP) - - - - -- - - — - — - --------------------------------------------------------- ----------- ---� I-�J DEMNED BY. JRA DRAWN BY-. JRA -4�... I I i .- .. :... �\ I e- ,. ( CHECKED BY PAS TAX LOT I --� \I I TAX LOT 2800 5�: As NOTED W 69T AV NUE CONNECT NEW METERS \ ; I DATE: 2/14/2017 303 S TAX MAP 1S 1 25DD TO EXISTING WATER TAX MAP 1S 1 36M i i i SERVICE LINE - I � LOT 19 1 1 _ W I I I 1 9P II APPROVED "OAK STREET ESTATES" i SUBDIVISION (SUB 2014-001)LLI II..I N I iI I � RENEWAL DATE: 6/30/17 NEN50NS JOB NUMBER 4294 SHEET C150 AS -BUILT DISCLAIMER: AS -BUILT INFORMATION IS BASED ON A COMBINATION OF FIELD SURVEY INFORMATION, SPOT INSPECTION INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. N W W Q OAKSTREET ESTATES N ¢a a STORM CONSTRUCTION PLANS=a' 79. n to N 1H. V. o jZ =g g_ 7Z 1 0;22 w xs � <�2 �2a o w / rAx IDT 9I I I I iAx LOi 9ID0 iA% MAP 15 I %AA TAX LOi 9900 iAx VAP 15 1 BBAA TAX LOT 1%0 L. -- m 20 TAX MAP 15 1 %AA Lm 14 iAx LOT %00 TAX MRP IS 1 1500 /T. -WIT, 7 %M W LOT 11 Loin Lor r TAX MAPTm LOT 1S 1 __9_ M Lm 8800 / m L To w is IT9 LOT 2400 TPX N �T55 ,>BM rAY N LLOT� 10 %M Q � TAX MAP 51 1.509 F OT is To LOT 9500 IDT vOO TAX Illi 8600 2 TU IAT 9800 TAX u/P 19 $ %M TRX Lm 9X00 TAX MAP is 1 ]BAA iA% MAP 15 1 SBAR > - TAX NAP Is 1 %AA Lm 1] TAx NAP 11 Lm 9 IDT a iA% Lm 350D 18 Lor 18 %I To MIP 15 1 2910 LOT 16 1 TRACT B _-� W ® 7 TA% LOT 3800 TAX NIP 19 1 350D TAIL LOT %D F I OT 17 TA%NAP 15i IF 6 mm 2 3 TM A 4 EX STM B TRACT A r tj M' n wr 1e SW 6 TH AV NU_E--�- TAX LOT 1800 AP ROVE "OAK TRE ESTA ES" U � � TAX N 1151 zSODzsoD \ SUBDI ISION kSUB 2T4-001) 3i SITE MAP 1"=100° SHEET INDEX C200 - STORM DRAIN CONSTRUCTION COVER SHEET C201 - PUBLIC STORM DRAIN 'A' PLAN AND PROFILE C202 - PUBLIC STORM DRAIN DETAILS C203 - PUBLIC STORM DRAIN DETAILS C204 - PRIVATE STORM DRAIN PLAN (1 OF 2) C205 - PRIVATE STORM DRAIN PLAN (2 OF 2) C206 - PRIVATE STORM DRAIN DETAILS JOB NUMBER 4294 SHEET C200 Za a STORM DRAIN CONSTRUCTION NOTES 1. ALL CONSTRUCTION AND MATERIALS SHALL COMPLY WITH THESE PLANS AND THE APPLICABLE REQUIREMENTS OF CLEAN WATER cn W SERVICES DESIGN AND CONSTRUCTION STANDARDS R&0 07-20. M Lu 2. STORM DRAIN PIPE SHALL BE AS SHOWN ON THE PLANS, OR EQUAL IF APPROVED IN ADVANCE, IN WRITING BY CWS. 3. POLYVINYL CHLORIDE (PVC) PIPE SHALL CONFORM TO THE REQUIREMENTS OF ASTM D-3034, SDR 35 (4"-15"), ASTM F-679 SDR 35 (18"-24°), ASTM C-900 D -1740R18 (4"-12"), ASTM C905 D -1784D, (16"-24°). GASKETS STALL CONFORM TO THE REQUIREMENTS a �1 OF ASTM C-477 AND ASTM D-3212. POLYPROPYLENE PIPE 12"-30") SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2736. PIPE r SHALL BE JOINED WITH A GASKETED INTEGRAL BELL AND DT JOINT MEETING THE REQUIREMENTS OF ASTM F2736.1�/-� 4. DUCTILE IRON (DI) RPE SHALL CONFORM TO THE REQUIREMENTS OF ANSI A21.50-1 OR AWWA C150-1, CEMENT LINED PUSH ON c J 5 C o JOINT. THE MINIMUM THICKNESS CLASS SHALL BE CLASS 50 (UP THROUGH 12" DIA. PIPE) AND CLASS 51 (14" DIA. AND LARGER PIPE).Lu = 5. CONCRETE PIR: SHALL CONFORM TO THE REQUIREMENTS OF ASTM C14 CLASS 3 (NON -REINFORCED CONCRETE PIPE), ASTM C76 OR O 3 C655 WALLB (REINFORCED CONCRETE NON -PRESSURE PIPE), ASTM 0361 (REINFORCED CONCRETE LOW HEAD PRESSURE PIE). GASKETS SHALL CONFORiA TO THE REQUIREMENTS OF ASTM C443. , Ln 6. THE CONTRACTOR STALL AT ALL TIMES ABIDE BY APPLICABLE SAFETY RULES OF O.S.H.A AND IN PARTICULAR THOU PERTAINING TO ADEQUATE SHORING AND TENCH PROTECTION. L.� ui 7. THE CONTRACTOR SHALL FLUSH THE ENTIRE STORM DRAIN SYSTEM AND VIDEO INSPECT ALL STORM SEWER PIPE. A COPY OF THE REPORT AND VIDEO TAPE SHALL BE SUBMITTED TO CWS FLEXIBLE PIPE MATERIALS SHALL BE DEFLECTION -TESTED BY PULLING AN APPROVED MANDREL THROUGH THE COMPLETED PIPE UNE. lz A, m 8. IF DURING THE COURSE OF INSTALLING UNDERGROUND UTILITIES DRAIN TILES ARE ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER AND CWS TO DETERMINE HOW THE TILES WILL BE ROUTED. ■ O 9. ALL STORM DRAIN PIPE CONNECTIONS TO CATCH BASINS, MANHOLES, AND OTHER RELATED STRUCTURES SHALL BE WATER TIGHT AS PER CWS REQUIREMENTS. THE CONNECTIONS SHALL BE FINISHED WITH PORTLAND CEMENT GROUT. V Z 10, THE OF ALL S THAT DIFFERS FROM THE S AND SHALL TNTAIN SHALL PCONSTRUCTION DRAWINGS" �Ne DURING THETRACTOR RECORD PERIOD. ECORDND AWINGS' SHALL E UBMITTED TOO THEEEENGINEER AT THE END OF Q 0 THE PROJECT. 11. THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER 48 HOURS PRIOR TO THE START OF CONSTRUCTION AND ANY STAGED O Q F INSPECTION. �R o �/ 12. MANHOLES SHALL BE PRECAST CONCRETE SECTIONS PATH MINIMUM INSIDE DIAMETER OF 48 INCHES CONFORMING TO THE REQUIREMENTS OF ASTM C-478, EXCEPT AS NOTED ON THE PLANS, PRECAST MANHOLE RISERS, TOPS, AND BASE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI. FLAT TOPS SHALL BE ECCENTRIC CONES EXCEPT WHERE FLAT TOPS ARE REQUIRED PER STANDARD DETAILS. ALL FLAT TOP MANHOLES SHALL HAVE CENTER OPENING UNLESS OTHERWISE SPECIFIED BY CITYS PROJECT INSPECTOR. POURED IN PLACE MANHOLES WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PS MAY BE SUBSTITUTED. z L 13. AFTER THE CONTRACTOR HAS BACKFILLED THE PIPE ZONE OF THE TENCH AS REQUIRED, THE CONTRACTOR SHALL THEN BACKFILL "B" THE BALANCE OF THE TRENCH, PATH CLASS CRUSHED ROCK, IN ONE FOOT (1') LAYERS, MECHANICALLY COMPACTING EACH LAYER O TO 95% FOR TOP 4' AND 90% BELOW 4' WHERE CLASS "B" BACKFILL IS REQUIRED AND 90% THROUGHOUT FOR CLASS "A" BACKFILL AREAS PER AASHTO T-99. ANY SUBSEQUENT SETTLEMENT OF THE TRENCH OR DITCH DURING THE GUARANTEE PERIOD SHALL BE CONSIDERED TO BE THE RESULT OF IMPROPER COMPACTION AND SHALL BE PROMPTLY CORRECTED BY THE CONTRACTOR AT NO EXPENSE TO THE DISTRICT OR THE OWNER. 14. UNLESS OTHERWISE SPECIFIED ON THE PLANS OR DIRECTED BY THE PROJECT ENGINEER, EACH SERVICE CONNECTION SHALL BE LAID IN A SEPARATE TENCH ON A STRAIGHT UNE AND GRADIENT FROM THE TEE TO THE END OF THE SERVICE CONNECTION. THE SERVICE CONNECTION SHALL BE INSTALLED WITH THE SAME ACCURACY AS THE MAIN SEWER. 15. EACH SERVICE CONNECTION SHALL BE PLUGGED WTH A RUBBER RING PLUG. A 50X4" MARKER PAINTED WHITE SHALL BE PLACED AT IX.'� W THEEND OF THE PIPE TO A POINT ONE FOOT (f) ABOVE THE SURFACE OF THE GROUND. A DETECTABLE WHITE MAGNETIC TAPE E"THORDURATEC WHITE STORM DRAIN RIBBON OR EQUAL 1 WITH THE "STORM" V WORD AT REGULAR INTERVALS SHALL BE PLACED ALONG TETTE SERVICE CONNECTION FROM THE MAINLINE TEE TO THE GROUND SURFACE W r_ Z 16. IN EASEMENT AREAS, ALL MANHOLES SHALL HAVE TAMPER -PROOF UDS PER CWS SPECIFICATIONS OR APPROVED EQUAL THE RIM SHALL BE SIX INCHES (6") ABOVE FINISH GRADE. 'O 17. THE CONTACTOR SHALL AT ALL TIMES PROVIDE AND MAINTAIN AMPLE MEANS AND DEVICES TO REMOVE AND DISPOSE OF ALL U WATER ENTERING THE TRENCH EXCAVATION DURING THE PROCESS OF LAYING THE PIPE. WATER AND DEBRIS SHALL NOT ENTER INTO THE DISTRICTS DRAIN SYSTEM. WATER AND DEBRIS SHALL BE DISPOSED OF IN AN APPROVED MANNER. u 1 I& ALL NEW CURBS SHALL BE STAMPED TO INDICATE WHERE EACH STORM DRAIN LATERAL GROSSES BENEATH THE CURB LINE. THE "D". > STAMP IMPRESSION FOR STORM LATERALS SHALL BE LETTER IMPRESSIONS SHALL BE 2 INCHES HIGH, ON TOP OF THE CURB AND SHOULD ACCURATELY LOCATE THE SERVICE BELOW THE STAMP. O 19. STORM LATERALS SHALL E WHITE. V 20. ALL STORM DRAIN PIPES PIPE WITH A MINIMUM OF FOUR FEET OF COVER FROM FINISH GRADE SHALL BE PVC, SEAMLESS COMFORMING TO ASTM 3034, SDR 35, POLYPROPYLENE PIPE CONFORMING TO ASTM F2736 OR PVC RIBBED CONFORMING TO ASTM D1784. 21. ALL STORM DRAIN PIPE WITH A MINIMUM OF TWO FEET OF COVER FROM FINISHED GRADE SHALL E PVC 0900 OR C905. 22. ALL STORM DRAIN PIPE WITH A MINIMUM OF 1.5 FEET OF COVER FROM FINISH GRADE SHALL BE DUCTILE IRON (DI) CLASS 50 WALL O THICKNESS, UNLESS OTHERWISE SPECIFIED. H N ATTENTION EXCAVATORS BESIM BY: JRA OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE DRANN Br. JRA Y. OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET CHECKED PAS FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU AS NOTED MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER BY DAIS DATE: 2/14/2017 CALLING 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT LEAST TWO BUSINESS DAYS BUT NOT MORE IRAN TENBUSINESS F--177 DAYS, BEFORE COMMENCING AN EXCAVATION. CALL503-246-6699. JOB NUMBER 4294 SHEET C200 INSTALL LATERA' TO EXISTING MAIN 'NTH INSERTA-TEE PER - v - -nm nrTA,i- EX STM MH C1 P'. 1.5" AC GRIND AND INLAY 5' FROM LEND OF PUBLIC 1 EDGE OF SAW'CUTLATERAL FOR © LOT 7 TRACT O O a 00 M O a9 O o� 00M CD J I. I AS -BUILT DISCLAIMER: _ AS -BUILT INFORMATION IS BASED ON A COMBINATION OF FIELD SURVEY INFORMATION, SPOT INSPECTION INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. 1 Tm V VENTURA D IVE _ _ SCALE 1" = 30 FEET 30 0 12 IB 24 30 B7 (36A126) 04 � N � N W Z Wtl��c >WtAb Lu s IL CL Fin N < clo NOTES: 1. TRENCH BACKFILL SHALL BE CLASS 'B' 3/4"-0 GRANULAR WITHIN STREETS OR PATHWAYS PER CLEAN WATER SERVICES DETAIL 2. CATCH BASINS ARE TO BE STAKED CENTER AT FACE OF CURB. 3. CATCH BASINS (CG -2) SHALL BE PER CWS DETAIL NO. 300. 4. STORM LATERALS MARKERS MUST BE WHITE 5. ALL NEW CURBS SHALL BE STAMPED PATH THE LETTER "D" TO INDICATE WERE EACH STORM SEWER LATERAL CROSSES BENEATH THE CURB UNE. 6. ALL FLAT TOP MANHOLES SHALL HAVE CENTER OPENINGS. CONTRACTOR TO COORDINATE WITH CITYS PROJECT INSPECTOR PRIOR TO ORDERING MATERIALS. © CONTRACTOR TO POTHOLE EXISTING UTILITY TO DETERMINE IF CONFLICT EXISTS PRIOR TO STARING CONSTRUCTION AND ORDERING MATERIALS. CONTACT PROJECT ENGINEER IF CONFLICT EXISTS NE AT STORM LATERAL CONNECTION TO EXSTING STORM LAILNAL STUB a 0 STORM SEWER LATERAL TABLE CATCH BASIN TABLE 2 li LOT / AREA DRAIN DISTANCE FROM DOWNSTREAM MH LENGTH SLOPE COVER 0 END IE IN ® END IE 0 MAINUNE/MH 1 29' SIM MH Al 39.0' 0.0200 5.3 308.22 307.44 2 112' EX STM MH B7 (36A126)20.1' r4ep 0.0200 4.2 318.841 318.44 3 9' STM MH Al 38.9' O.D600 5.4 309.67 307.34 4 45 EX STN MH B7 (36A126)33.1' - - - - - - - - - - STM MH Al (36A13B) - - - - ITARY I 0.0800 5.5 309.33 306.68 5 70' EX STM MH C1 4PVC 34.2' 0.0200 4.1 248.23 247.54 7 36' EX STM MH CI 4" PVC C900 34.3' 0.0200 3.8 245.55 244.87 8 34' STM MH Al 4; PVC C900 33.0' 0.0200 3.8 308.12 307.46 NE AT STORM LATERAL CONNECTION TO EXSTING STORM LAILNAL STUB CATCH BASIN RIM ELEVATIONS ARE BASED ON TOP FACE OF CURB PRIVATE AREA DRAIN TABLE CB RIM IE OUT SUMP PIPE PIPE TYPE I SLOPE I LENGTH I DS MH STATION & OFFSET ALIGNMENT STM AD A2.3 (36A139C) 311.47 308.26 1 1.80' 8' PVC C900 0.0204 1 21.10 LF I STM CB A2.2 (36AI35C) 11+75.10 (25.051) 1 SW LOCUST STREET STM MH A2 (36A137) - FLAT -TOP 48" MH STA 11+51.82 (3.W R) SW LOCUST STREET STA 1+53.80 STM A RIM: 311.30 IE IN: 307.42 (10"S) S1 IE IN: 307.45 (10"N) S1 IF OUT. 307.32 (12"E) m � ; Lu aN �Nm �Ocn YZ a o O Ir 4�R V o a J CL a ZW a 0 LL O X CATCH BASIN TABLE 2 li CB RWM IE OUT SUMP PIPE PIPE TYPE SLOPE LENGTH DS MH STATION & OFFSET ALIGNMENT STM CB A2.1 (36A136C) 310.82 307.56 1.30' 10" PVC C900 0.0092 12.02 LF STM MH A2 (36A137) 11+55.33 (14.50'R) SW LOCUST STREET STM CB A2.2 (36A135C) 310.82 307.70 1.48' 10" PVC C900 0.0157 17.85 LF STM MH A2 (36A137) 11+55.32 (14.501) $W LOCUST STREET STM CB B7.1 (36A127C) 317.71 314.42 1.80' 10" PVC C900 0.0800 9.48 LF EX STM MH B7 (36A126) 22+39.00 (14.50'R) SW 69TH AVENUE CATCH BASIN RIM ELEVATIONS ARE BASED ON TOP FACE OF CURB PRIVATE AREA DRAIN TABLE CB RIM IE OUT SUMP PIPE PIPE TYPE I SLOPE I LENGTH I DS MH STATION & OFFSET ALIGNMENT STM AD A2.3 (36A139C) 311.47 308.26 1 1.80' 8' PVC C900 0.0204 1 21.10 LF I STM CB A2.2 (36AI35C) 11+75.10 (25.051) 1 SW LOCUST STREET STM MH A2 (36A137) - FLAT -TOP 48" MH STA 11+51.82 (3.W R) SW LOCUST STREET STA 1+53.80 STM A RIM: 311.30 IE IN: 307.42 (10"S) S1 IE IN: 307.45 (10"N) S1 IF OUT. 307.32 (12"E) m � ; Lu aN �Nm �Ocn YZ a o O Ir 4�R V o a J CL a ZW QASS 'H IKLNGH MAWILL a 0 LL O X 2 li QASS 'H IKLNGH MAWILL CC PER CWS On NO. 590 O Z 20 320 �a E%IS NG GROUND T IM GRADE AT QASS 'H IKLNGH MAWILL PER CWS On NO. 590 30- 330 20 320 E%IS NG GROUND T IM GRADE AT PIPE CENTERLINE Pill CENIERLINE 1-1 I- STORM 8" WAT I- r 310 AD- LATER TYP ° B 12' RIBBED PVC L=81.30'0.'85 12" C900 EX 12" PoBBEO PVC 100 L=59b0 L=13.00 5=0.0050 SANITARY LATERAL S=0X)00( 300 OSSNGI 1� -J I - - - - - - - - - - STM MH Al (36A13B) - - - - ITARY I AN 190- 13" EX SAN STANDARD 48" MANHOLE MOSSING 290 A CB A2.2 STA 10+92.32 (2.94' R) SW LOCUST STREET J CB A2.1 STA D+94.30 STM A RIM: 313.30 IE IN: 307.02 (10W) IE OUT. 306.74 (12"E) 280 FOUL; JIM A HOR2: 1" = 30' VERT: 1" = 10' ALL PROFILE ELEVATIONS BASED ON PIPE CENTERLINE UNLESS OTHERWISE NOTED EX STM MH B7 (36A126) STANDARD 48" MANHOLE STA 21+94.12 (2.00L) SW 69TH AVENUE STA D+OO.W STM A RIM: 315.79 IE IN: 305.96 (12"W) IE IN: 309.05 (12"S) IE IN: 311.28 (10"S) STM CB B7.1 IE WT: 305.86 (12"N) J m a JOB NUMBER 4294 SHEET C201 LOCATE FRAME AND OVER HEDGE OF AT 12' IN WIDTH MAXIMUM 2T FROM TOP OF FlRST STEP TO TOP OF CASTING NOTES: 1. ALL PRE -CAST MANHOLE SECTONS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C -47B. 2. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 30M P.S.I. AND SLUMP OF 2' M 4'. 3. ALL JOINTS SHALL BE SEALED WAN PRE FORMED GASKETS SUCH AS KENT -SEN. NO. 2, RAM -NECK, OR AN APPROVED EQUN. CONFORMING M FEDERAL SPECIFICATION SS -500210. C ALL PIPE CONNECTIONS TO MANHOLE SHALL BE WATERTIGHT. 5. RPE CONNECTIONS OF 24' OR GREATER SHALL REQUIRE A MANHOLE AND CHANNEL DETAIL. S. PIPE CONNECTONS OF FOUR OR MORE MAINUNES SHALL REWIRE A MANHOLE CONNECTION AND CHANNEL DETAIL 7. PROVIDE A MINIMUM OF S. OF INTACT (UNOIMRSED) MANHOLE WALL BETWEEN PIPE BREAKOUTS AS MEASURED ON THE INSIDE FACE OF THE MANHOLE S. BREAKOUT OF WALL FOR PIPE SHALL BE 2- MINIMUM AND 4' MAXIMUM CLEAR OF PIPE WNL _ G. THIS DETAIL UMITED M MAXIMUM INTERIOR DROP OF 24' FOR SANITARY CONNECTION AND 48' FOR STORM o WNMECTON. 10. WATERTIGHT/TAMPER PROOF MANHOLE FRAME AND COMER SHALL BE USED IN ALL EASEMENT AND OFF STREET AREAS. n- r MIN. K BETWEEN IN. TS 'A I NO RD FRAME AND COVER OR WATERTIGHT FRAME AND COVER STD. DRAWING NO. 110-SA/ST OR NO. 120 SET FRAME IN NON -SHRINK GROUT ZGRADE RINGS (2',4'.OR 6') MAXIMUM 12" SET IN NON -SHRINK GROUT STANDARD ECCENTRIC 35' CONE A MANHOLE SECTION (VARIABLE 1'-4') 5 MINIMUM 4WMIN. NIMUM 12" LEDGE INE REQUIRE., SLOPE P LED) /FT. SR" MINS FROM TO OF TtP� �� SMOOTH FINISH CHANNEL TO �:� r..' 8" MINIMUM CONCRETE 3/4 VERTICAL HEIGHT OF PIPEY„ , 12' MINIMUM OF RQ' -0' CMPACTW BASE MATERIAL STANDARD MANHOLE'rVi= DRAWING NO. 010 REVISED 02-03 oar.Pmmim.m i•.l.m. NOTES 1. ALL JOINTS AND RUBBER GASKETS SHALL RUBBER GASKET CONFORM M THE REQUIREMENTS OF L- 2. ALL MANHOLE SECTIONS SHALL CONFORM LAT TOP TO THE REQUIREMENTS OF ASM C-478 n AND APPUCABLE PROVISIONS OF STANDARD (OPTIONAL) MANHOLE, DRAWING NO. 010. 3. STEPS REWIRED ON FLAT TOP MANHOLES DEEPER THAN 48'. 64' DIA. RUBBER GASKET RUBBER GASKET FLAT TOP REINFORCEMENT OR STANDARD MANHOLE FLAT TOP REINFORCEMENT #6 BAR AROUND OUTSIDE OF OPENING #6 DIAGONALS BOTH SIDES OF OPENING #5 6. O.C. BOTH WAYS FLAT TOP MANHOLE C1ean1V%ber�Savim DRAWING NO. 050 REVISED 02-03 0.,.emmllmmt L..1... AS -BUILT DISCLAIMER: AS -BUILT INFORMATION IS BASED ON A COMBINATION OF FIELD SURVEY INFORMATION, SPOT INSPECTION INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. SEE STANDARD DRAWING NO. 320 FOR FRAME AND COVER. PLAN VIEW RECESSED CURS INLETS SE tl1Re TWE TO REINFORCED ED CONCRETE INSTALLED IN ACCORDANCE WITH B CURB TOP OF DRAWING NO. 310 NORMAL MOPE K PAVEMENT 11R PAVEMENT B A ; a/e' X 2 1/2' RAT BARS T 1 7/8- DN ceNTER z Y ta- r S+CHANNEL REQUIRED IN FLOW THROUGH APPUCAMONS, AS APPROVED. ALL OTHER APPUCATONS REQUIRE AN 18" SUMP BELOW LOWEST PIPE INVERT. HOLES EP O ON: CONST. I- NO. 3 /3 OF SURFACE AREA MAX N q _p.. �• CRO33 BARS 3/B" ROUND I MAX SECTION A -A .4. ,.. ' BAR DETAIL �--MIN. m 8' FOR POURED INso HOOK BAR DETAIL GUTTER & CURB s'vnTH m� 'i7+ BASIN (CG -2) REINFORCEMENT aea-wA- DRAWING NO 310 REINFORCEMENT '.4 0., ..mmicm.nc 1.0.". . FOR PRECAST 2 encs FAIN EUDT PLAN 4• �YB6 -DVIU SECTION B -B NOTE: FRAME AND GRATE TO BE NEW STRUCTURAL ASTM A-36 FLAT BAR STEEL OR APPROVED EQUAL 1 SHALL BE REWIRED FOR STATE HIGHWAY APPLICATIONS CATCH BASIN SECTION A -A SECTION B -B NOTES: Cleanw.O?'s ,im 1. CATCH BASIN SHALL BE CONSTRUCTED IN ACCORDANCE VIM ASM C-478. 2 INSTALL STEPS WHEN DISTANCE FROM TOP OF GRATE M FLOW UNE OF PIPE IS GREATER THAN 48'. SEE STANDARD DRAWING NO. 100. SET FIRST STEP 12' FROM TOP OF GRATE 3. INSTALL STRUCTURE ON MINIMUM OF 8' OF #1"-0' COMPACTED BASE MATERIAL C REINFORCEMENT FOR PRE CAST CATCH BASIN SHALL BE REBAR MEETING ASM A-615 GRADE 6O OR WELDED WIRE MEETING ASM A-497. S+ ALL POURED INPLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 30M P.S.I. AND A SLUMP OF 2" M 4". 8. CHANNEL REQUIRED IN FLOW THROUGH APPUCATONS. AS APPROVED. ALL OTHER APPLICATIONS REQUIRE AN 18" SUMP BELOW LOWEST PIPE INVERT. ]. FULL WRB EXPOSEURE REQUIRED CANNOT BE LOCATED IN SIDEWALK RAMPS OR RAMP WINGS. GUTTER & CURB INLET CATCH BASIN ©eanWakerServices DRAWING NO. 300 (CG -2) REVISED I2-06 0". mi ,t i, d".. ONE TWO RECESSED SEVEN NO. 3 BARS NO, 5 N0. 3 A� AREA r AT 5 O.C. AJ WAR6 A THATCH SEE STD PLAN DRAWING NO. 320 tl1Re TWE FOR FRAME AND COVER. 6't NO 5 BAR NORMAL MOPE K PAVEMENT 11R t; B r a/e' X 2 1/2' RAT BARS T 1 7/8- DN ceNTER z Y ta- OF 2" M 4- S+CHANNEL REQUIRED IN FLOW THROUGH APPUCAMONS, AS APPROVED. ALL OTHER APPUCATONS REQUIRE AN 18" SUMP BELOW LOWEST PIPE INVERT. NO. 3 BARS ]. PRE -CAST STRUCTURE'S CONFORMING TO O.D.O.T. TWE G-2 CATCH BASIN INLET ARE AN ON: CONST. I- NO. 3 /3 OF SURFACE AREA BAR N q _p.. MIN.1 1/2 - SEE HOOK CRO33 BARS 3/B" ROUND SECTION A -A .4. ,.. ' BAR DETAIL �--MIN. m 1 1/2' HOOK BAR DETAIL GUTTER & CURB INLET CATCH BASIN (CG -2) REINFORCEMENT aea-wA- DRAWING NO 310 REVISED 12-06 0., ..mmicm.nc 1.0.". v PRE CAST W CONICAL HOLES (2) SANITARY COVER ONLY S O SANITARY 29-1 4' �22� NOTES: 1. SUBURBAN TYPE NOT FOR USE IN TRAFFIC AREAS OF COLLECTOR AND ARTERIAL STREETS 2. COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-48 CLASS 30. 3. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. 4. NOTCH DD FOR LIFTING HOOK. SUBURBAN AND STANDARD MANHOLE FRAME AND COVER a mvv.6er smicm DRAWING NO. 110 SANITARY REVISED I2-06 OWr eommitmrot 1. e1... N 1/4 ZE-AlH ENO SECTION A -A T" FLAT FACE LETTERING (RFrr..n. n u.ut (1) OPEN PICIOIOLE HOLES AS SHOWN PLAN VIEW COVER BACK 24 3/4' DIA /4 7/8' TT 2 7/8' L r 8' $Q. 1/2' T- 7 1/2' SQ. PICKHOLE DETAIL 22 1/2" DIA. SECTION VIEW SEE DETAIL#110 FOR MANHOLE FRAME SPECIFICATIONS STORM WATER MANHOLE LIDCaeanWater REVISED ,2-D6 SaViCeS DRAWING NO. 120 Ovr. PX,m.uli..l.... 1 PLAN B 24" SECTION A -A SECTION B -B a/e' X 2 1/2' RAT BARS T 1 7/8- DN ceNTER 1. ALL PRE CAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASM C-478. Y WIRE MEETING ASM A487. 4. ALL POURED INPI-E CONCRETE SHALL HAVE A 28 DAY STRENGTH OF MOD P.S.I. AND A SLUMP OF 2" M 4- S+CHANNEL REQUIRED IN FLOW THROUGH APPUCAMONS, AS APPROVED. ALL OTHER APPUCATONS REQUIRE AN 18" SUMP BELOW LOWEST PIPE INVERT. 6. INSTALL STEPS WHEN DISTANCE MOA TOP OF GRATE TO FLOW UNE OF PIPE IS GREATER THAN 48". SEE STANDARD DRAWING NO, 100. SET FIRST STEP 12' FROM TOP OF GRATE. ]. PRE -CAST STRUCTURE'S CONFORMING TO O.D.O.T. TWE G-2 CATCH BASIN INLET ARE AN ACCEPTABLE ALTERNATE. (ALL CRATE MATERIALS SHALL MEET GW.S. STANDARDS AS SHOWN ON DETAIL #320) q _p.. CRO33 BARS 3/B" ROUND m L 2 encs FAIN EUDT PLAN COTE e:RSTHANo 05 �YB6 -DVIU SECTION B -B NOTE: FRAME AND GRATE TO BE NEW STRUCTURAL ASTM A-36 FLAT BAR STEEL OR APPROVED EQUAL ADDITIONAL THICKNESS AND REINFORCEMENT SHALL BE REWIRED FOR STATE HIGHWAY APPLICATIONS CATCH BASIN FRAME AND GRATE (CG -2) Cleanw.O?'s ,im DRAWING NO. 320 REVISED 12-06 Our wmmi�. i..tam. T" FLAT FACE LETTERING (RFrr..n. n u.ut (1) OPEN PICIOIOLE HOLES AS SHOWN PLAN VIEW COVER BACK 24 3/4' DIA /4 7/8' TT 2 7/8' L r 8' $Q. 1/2' T- 7 1/2' SQ. PICKHOLE DETAIL 22 1/2" DIA. SECTION VIEW SEE DETAIL#110 FOR MANHOLE FRAME SPECIFICATIONS STORM WATER MANHOLE LIDCaeanWater REVISED ,2-D6 SaViCeS DRAWING NO. 120 Ovr. PX,m.uli..l.... AREA DRAING1e nW t;;;� er DRAWING NO. 380 TYPE II REVISED 12-06 Oor..mmitm.Rti..leX JOB NUMBER 4294 SHEET C202 -T ,Rr sAP 24" SECTION A -A SECTION B -B NOTES: 1. ALL PRE CAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASM C-478. 2 INSTALL STRUCTURE ON MIN. OF 8' OF %"-0" CONPACTED BASE MATERIAL 3 PRE CAST REINFORCEMENT SHALL BE ROAR MEETING ASM A615 GRADE OR WELDED WIRE MEETING ASM A487. 4. ALL POURED INPI-E CONCRETE SHALL HAVE A 28 DAY STRENGTH OF MOD P.S.I. AND A SLUMP OF 2" M 4- S+CHANNEL REQUIRED IN FLOW THROUGH APPUCAMONS, AS APPROVED. ALL OTHER APPUCATONS REQUIRE AN 18" SUMP BELOW LOWEST PIPE INVERT. 6. INSTALL STEPS WHEN DISTANCE MOA TOP OF GRATE TO FLOW UNE OF PIPE IS GREATER THAN 48". SEE STANDARD DRAWING NO, 100. SET FIRST STEP 12' FROM TOP OF GRATE. ]. PRE -CAST STRUCTURE'S CONFORMING TO O.D.O.T. TWE G-2 CATCH BASIN INLET ARE AN ACCEPTABLE ALTERNATE. (ALL CRATE MATERIALS SHALL MEET GW.S. STANDARDS AS SHOWN ON DETAIL #320) AREA DRAING1e nW t;;;� er DRAWING NO. 380 TYPE II REVISED 12-06 Oor..mmitm.Rti..leX JOB NUMBER 4294 SHEET C202 PLAN 8'MIN EXISTING AC M O PROPEREYR UTILITY EASEMENT NDXCESS NATIVE MATERIAL PIPE SIZE AS SPEOPED SECURE 2X4 M PLACE o 00 o p 0 O O AGAINST PLUG W/ BACKFILL /1 p0 0'0.01 TO PREVENT PLUG BLOWOFF `STORM OR SANITARY FOR SETTLEMENT SEWER MAIN EXISTING O O 0 O 00 0 0 NOTES: BASE ROC( Q o � 00 ° O °- 1. FOR NEW CONSTRUCTION ALL SIDE SEWER AND SIDE STORM PIPELINE °0°poo000 0 Oo oo 00000°0 CONNECTIONS TO 8' AND 10' MAINS SHALL BE WN FACTORY FABRICATED "IEE' 9TINGS UNLESS OTINERWSE APPROVED. 0 oo° 00p00° 2. PIPE MATERIAL SHALL BE ONE OF THE FOLLOWING A. PVC ASTM -3034. ASRl-C-900 \ B. CONCRETE ASTM C-14. Cl2 I 2. C. DUCTLE IRON CLASS -50 STORM ONLY D. A-2000 PVC ASTM 849 NOTE 1. TEE CUT TO BE DONE AFTER EXCAVATION AND SACKHLL OF TRENCH. 2. SEE STD. DRAWING N0. 590 MR BEDDING, PIPE ZONE, AND TRENCH SACKFUL. • WITHIN 4B' OF SURFACE E. PVC RIB MEETING ASTM D 1784 12' 290% ,CONPACTON " OPP MEETING AASHTO M252 3. ALL PIPE SHALL BE COLOR CODED: 1 1 UNDISTURBED -GREEN FOR SANITARY SIDE SEWERS -COMAE FOR STORM SIDE PIPELINES MATERIAL-� MN EARTH SURFACE 38" m TOTAL LENGTH OF 2%4 GROUND DEPTH VIII t—.1: T, AS SHOWN ON APPROVED SET OF PIANS SURFACE MAGNETIC VARIES ARNINGS TO FACE STREET TAPE a - OLOR CODE SURFACE '6 FGREEN-SANITARY) (WHILE -STORM) LABEL MAGNETIC TAPE WITH BLACK LETTERING SANITARY: CAUTION SEWER BURIED BELOW' •» , STORM: CAUTION STORM DRAIN BURIED BELOJ-4. PLACE 18' ABOVE TOP OF PIPE AND ACANST 3/4--0 CRUSHED t�• 1/2 PIPE MEI iMUM2'W MINIMUM SLOPE FOR L3/4--0 PIPE ZONE W�!MIN 6" PIPE = 0.010 MATERIAL AS SPECIFIED 4' PIPE = 0.020 WTINL DE ELEVATION SIDE SEWER / SIDE STORM PIPELINE REVISED 12-06 Clea0.. Se[ DRAWING N0. 520. o°. °.mmlem..e u.lur.r. CLASS "B" CLASS "A" 8'MIN EXISTING AC SURFACE RESTORATION*OZ NDXCESS NATIVE MATERIAL AS SPECIFIED o 00 o p 0 O O TRENCH TO ALLOW /1 p0 0'0.01 THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD FOR SETTLEMENT BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. EXISTING O O 0 O 00 0 0 3/4" - 0 BASE ROC( Q o � 00 ° O °- CRUSHED ROC( °0°poo000 0 Oo oo 00000°0 fY 0 oo° 00p00° NATIVE TOP SOIL \ ,•sih 95% COMPACTION IF TOP SOIL EXISTED PRIOR TO EXCAVATION. NOTE 1. TEE CUT TO BE DONE AFTER EXCAVATION AND SACKHLL OF TRENCH. 2. SEE STD. DRAWING N0. 590 MR BEDDING, PIPE ZONE, AND TRENCH SACKFUL. • WITHIN 4B' OF SURFACE �UNDISNRBEO 290% ,CONPACTON __�—NAT1VE EARTH UNDISTURBED BELOW 48"OF MATERIAL-� EARTH SURFACE DEPTH VARIES •» , ° • 3/4--0 CRUSHED t�• 1/2 PIPE ROD( PIPE ZONE O.D. PLUS 6" yg'°pB°gUoeg' PIPE BEDDING \y o ° 0 0 ° 0°°°88 TRENCH STABIUZATON: 1/2 PIPE O.D. PLUS a MIN. FOR PIPE SMALLER THAN 18" IF REQUIRED, TRENCH STABILIZATION STALL BE PERAMLY 1/2 PIPE O.D. PLUS B' MIN. FOR PIPE 18' AND LARGER D PRIOR O PLACEMENT AND PLACED PRIOR TO PLACEMENT OF BEDDING MATERIAL NOTE: ALL COMPACTTION REQUIREMENTS PER AASHTO T-99 AND ODOT/APWA SPEC 00906. TRENCH BACKFILL DETAILS CleanWaber�Services DRAWING NO. 590 REVISED 12-06 Ow—mi—t f..I..T. 1. PVC HUB SHALL CONFOR. TO ASTM 3034, SOR 35 DRIVE INTO CENTER OF RUBBER SLEEVE AFTER SLEEVE IS PLACED IN HOLE. 2. STAINLESS STEEL BAND SECURES VPPER HALF OF RUBBER SLEEVE TO THE PVC HUB. STAINLESS STEEL BAND SHALL BE 300 SERIES, We BAND MOTH, UM CADMIPLATED CARBON STEEL. AND ATTACHED WHEX HEAD SLOTTED SCREW. 3 COMPLETE RUBBER SLEEVE INCLUDES A MOLDED SEGMENT THAT HOLDS IT IN PLACE. NOTE: 1. ALL INSERTA-TEE HOLES SHALL BE MACHINE DRILLED AND CORED. 2. INSERTA-TEE ARE ALLOWED IN NEWLY CONSTRUCTED SEWER MAINS 12" AND LARGER INSIDE DIAMETER (I.D.). 3. SEWER MAIN. SHALL BE TWO SIZES (NOMINAL I.D.) LARGER THAN THE INSERTA -TEE. 4. HOST PIPE SHALL BE MINIMUM .35" WALL THICKNESS. INSERTA-TEE CleanWaller Services DRAWING N0: 530 REVISED 12-06 OMrroo,mtm.°t".'—. TAO( ALL EXPOSED MATERIAL PATCH AC TO GREATER OF 3' THICKNESS OR EXISTING W 4 12" MIN. e' MIN. SWWCIT 8'MIN EXISTING AC o 0000 0 0�TyOWW, O �O ° 00 0�' Q O°° 0 0 O° O 0 (0T 0 O 0 O0 O 0000 0 _ 000°0 0 08°00 o.,OOp°o°o 8 Oo o po Op o °0 oso o°°� �° pO 0 0 o 00 o p 0 O O INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. /1 p0 0'0.01 THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD SHEET BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. EXISTING O O 0 O 00 0 0 3/4" - 0 BASE ROC( Q o � 00 ° O °- CRUSHED ROC( °0°poo000 0 Oo oo 00000°0 0 oo° 00p00° O[boo. O D p O PIPE ZONE BEDDING NOTE 1. TEE CUT TO BE DONE AFTER EXCAVATION AND SACKHLL OF TRENCH. 2. SEE STD. DRAWING N0. 590 MR BEDDING, PIPE ZONE, AND TRENCH SACKFUL. T—CUT ASPHALT DETAILS (3mnWater Services DRAWING NO. 600 REVISED 12-06 0.,..w9 _t I. l.u. AS -BUILT DISCLAIMER: AS -BUILT INFORMATION IS BASED ON A COMBINATION OF JOB NUMBER FIELD SURVEY INFORMATION, SPOT INSPECTION 4294 INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD SHEET BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. 0203 S A2 PRIVATE STORM SEWER NOTES: 1. THE FOLLOWING STANDARD SPECIFICATIONS ARE INCORPORATED BY REFERENCE ALL MATERIALS AND WORK SHALL CONFORM TO APPLICABLE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE (IBC), UNIFORM PLUMBING CODE (UPC), WASHINGTON COUNTY DEVELOPMENT CODE AND DESIGN STANDARDS AND THE AMERICAN PUBLIC WORKS ASSOCIATION. 2. ALL STORM SYSTEMS SHALL BE CLEANED AND FLUSHED. SEDIMENT, ROCK, AND OTHER DEBRIS SHALL BE COLLECTED AND DISPOSED OF IN A PROPER MANNER. IN NO CASE SHALL DEBRIS BE FLUSHED DOWN A STORM OR SANfTARY SEWER FOR DISPOSAL ALL DAMAGED IRRIGATION AND DRAINAGE PIPE, DRAIN TILES, SEWER LATERALS AND CULVERTS SHALL BE REPAIRED EXPEDITIOUSLY DEBRIS COLLECTED SHALL BE DISPOSED OF IN A COMMERCIAL LANDFILL OR OTHER APPROVED LOCATION, 3. INSTALLATION OF THE STORM SEWER SHALL BE PERFORMED ACCORDING TO THE STANDARD PRACTICE ALL BACKFILL WITHIN TRAFFIC MEAS SHALL BE 3/4'-0' COMPACTED CRUSHED ROCK, COMPACTED TO 95% ASTM D-698 PER DETAIL 4. STORM SEWER PIPE SHALL BE OF THE SIZE AND TYPE LISTED UNLESS SPECIFICALLY SHOWN ON THE PLANS STORM STRUCTURES SHALL BE THE TYPE SHOWN ON THE DETAIL SHEET. INSTALLATION SHALL BE PER MANUFACTURES RECOMMENDATIONS. & POLYVINYL CHLORIDE (PVC) PIPE SHALL CONFORM TO THE REQUIREMENTS OF ASTM D-3034, SDR 35 (4'-15', ASTM F-697 SDR 35 (181 ASTM C-900 D-174DR18 (4°-12'), AND/OR ASTM C-905 D-1784DRIB (16°-24'). GASKETS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-477 AND ASTM D-3212. 6. DUCTILE IRON (0) PIPE SHALL CONFORM TO THE REQUIREMENTS OF ANSI A21.50-1 OR AWWA C15D-1, TIENT LINED PUSH ON JOINT WITH WATERTIGHT GASKETS. THE MINIMUM THICKNESS CLASS SHALL BE CLASS 50 (12' AND LESS) AND CLASS 51 (14" AND GREATER). 7. ALL STORM PIPES SHALL BE INSTALLED WWTH TRACER WIRE (18 GAUGE, INSULATED COPPER, OR HEAVIER, GREEN IN COLOR OR OTHER APPROVED MATERIALS). THE TRACER WARE SHALL RUN THE FULL LENGTH OF PIPE AND TO THE TOP OF STRUCTURES AT THE END OF THE PIPE RUN. 8. THE RESPONSIBILITY FOR CONSTRUCTION OF SITE UTILITIES SHALL BEGIN AT A POINT 5' OUTSIDE THE BUILDING SLAB. ALL STORM SEWER PIPING WITHIN 5 FEET OF BUILDINGS SHALL BE IN ACCORDANCE WITH BUILDING PLUMBING PLANS. 9. STORM SEWER PIPES SHALL BE PROVIDED WITH A CLEANOUT AT ITS UPPER TERMINAL AND EACH RUN D PIPING, MICH IS MORE THAN ONE HUNDRED (1DO) FEET IN TOTAL DEVELOPED LENGTH, SHALL BE PROVIDED WITH A CLEANOUT FOR EACH ONE HUNDRED (100) FEET, OR FRACTION THEREOF, IN LENGTH OF SUCH PIPING. ADDIT10NAL CLEANOUTS SHALL BE PROVIDED FOR EACH AGGREGATE CHANGE IN HORIZONTAL DIRECTION EXCEEDING 135 DEGREES ALL REQUIRED CLEANOUTS MAY NOT BE SHOWN ON THE PLANS. 10. ALL PRIVATE STORM SEWER PIPES SHALL BE TESTED AND INSPECTED PER JURISDICTIONAL AND IBC/UPC REQUIREMENTS. CONTRACTOR IS RESPONSIBLE FOR COORDINATING INSPECTIONS WITH THE APPROPRIATE JURISDICTION'S INSPECTOR(S). 11. UTILITIES SHOWN ARE DRAWN SCHEMATICALLY. UTILITY PLANS MAY NOT REFLECT THE ACTUAL SPACING AND HORIZONTAL / VERTICAL LOCATION OF NEW OR EXISTING UTILITIES PLANS DO NOT SHOW ALL BENDS, REDUCERS WYES GASKETS, CLEANOUTS, FITTINGS, AND STRUCTURES. CONTRACTOR IS RESPONSIBLE FOR MATERIALS AND LABOR NECESSARY TO CONSTRUCT UTIUTIES SHOWN AS INTENDED IN ACCORDANCE WITH APPLICABLE MANUFACTURER, LOCAL STATE, AND FEDERAL REQUIREMENTS. 14. A LICENSED PLUMBING CONTRACTOR IS REQUIRED TO INSTALL THE STORM DRAINS 15. CONTRACTOR IS RESPONSIBLE FOR SUPPLYING THE PROJECT ENGINEER WITH COPIES OF VIDEO LINE INSPECTION AND PROD OF COMPACTION TESTING OF BACKFILL LIDA FACILITY NOTES: 1. CONSTRUCTION D LIDA FLOW THROUGH PLANTER AND INSTALLATION OF GROWING MEDIUM AND VEGETATION WITHIN THE FLOW THROUGH PLANTER TO BE ACCOMPLISHED BY HOME BUILDER. HOME BUILDER SHALL CONSTRUCT FLOW THROUGH PLANTERS (DESIGNED ACCORDING TO CWS STANDARDS) PER PROPOSED STORM DRAIN PLANS 2. LIDA FACILITY MINIMUM SIZE (SQUARE FEET) TO BE 6% OF TOTAL STORMWATER RUNOFF SHEET FLOWING FROM IMPERVIOUS SURFACES TO PROPOSED FACILITY, LIDA FACILITY MAINTENANCE PLAN: 1. WATER EFFICENT IRRIGATION SHOULD BE APPLIED THE FIRST TWO YEARS AFTER CONSTRUCTION D THE FACILITY, PARTICULARLY DURING DRY SUMMER MONTHS, WHILE PLANTINGS BECOME ESTABLISHED. AFTER THAT, IRRIGATION IS AT THE OWNER'S DISCRETION. 2. THE PROPERTY OWNER WILL BE RESPONSIBLE FOR ONGOING MAINTENANCE PER A RECORDED MAINTENANCE AGREE. 3. WATER SHOULD DRAIN THROUGH THE PLANTER WITHIN 24 HOURS AFTER A MAJOR STORM EVENT. 4. ALL PLANTER COMPONENTS SHOULD BE INSPECTED FOR PROPER OPERATION DURING MAJOR STORM EVENTS. 5. REMOVE NUISANCE OR INVASIVE PLANTS SUCH AS WEEDS OR BLACKBERRY AND IVY WHEN DISCOVERED. 6. REMOVE AND REPLACE DAMAGED OR DEAD PLANTS. 7. PROVIDE INSECT AND RODENT CONTROL AS NECESSARY AS -BUILT DISCLAIMER: AS -BUILT INFORMATION IS BASED ON A COMBINATION OF FIELD SURVEY INFORMATION, SPOT INSPECTION INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. u- O p4 a RACT TAX LOT 8600 PRIVATE LOT 7 STORM TAX MM 1S 1 36AA LATERAL INFORMATION LOT 8 (SEE SHEET C205) TAX LOT 8700 �Y TAX MM 1S 1 36AA IE 286.91 LOT 9 G I PRIVATE STORM (LOT 45) IE: 288,19 TAX LOT 8800 TAX MAP IS 1 36M LOT 10 a I C - - _._r ----- Sul - - ------- r-- -----------� TAX LOT 9400 TAX MAP IS 136AA LOT 16 i I SCALE 1" = 30 FEET 1 66%19 80 0 12 18 24 W FOR WORK WITHIN PUBLIC ROW SEE SHEET C201 I PRIVATE STORM (LOT 44) IE 288.46 / / / I 4 L NOTE: 1. CONSTRUCT LATERALS WITHIN PUBLIC ROW PER CITY/CWS STANDARDS AND DETAILS. LOT 5 PRIVATE STORM SEWER KEYED NOTES: Al INSTALL 4" PVC 30,14 PIPE: L=5.00 FT S=0.0200 FT/FT ® INSTALL PRIVATE 10'X16' LIDA FLOW-THROUGH PLANTER PER CWS DETAIL NO. 794 (SEE DETAIL THIS SHEET) IE IN: 291.50 (4"S) HE OUT: 289.00 (4'11) LOT 6 PRIVATE STORM SEWER KEYED NOTES: INSTALL PRIVATE LYNCH STYLE CATCH BASIN (STM CB L6) PER DETAIL RIM: 301.80 (NOTE: RIM ELEVATION IS BASED ON TC ELEVATION) IE OUT: 296.07 (4'N) B© INSTALL 4' PVC 0900 PIPE: L=21.4 FT 5=0.0900 FT/FT © INSTALL 4' PVC C900 PIPE: L=35.5 FT S=0.1600 FT/FT B4 INSTALL 4' PVC C900 PIPE L=56.7 FT S=0.0200 FT/FT B5 INSTALL STORM CLEANOUT: RIM: 289.50 IE: 287.33 B6 INSTALL 4° PVC C900 PIPE: L=6.47 FT S=0.0200 FT/FT B7 INSTALL 4" PVC C900 PIPE: L=500 FT S=0.0200 Fr/FT BB INSTALL a PVC C900 PIPE: L=2.00 FT S=0.0200 FT/FT 69 INSTALL PRIVATE 10'X24' LIDA FLOW-THROUGH PLANTER PER CWS DETAIL NO. 794 (SEE DETAIL THIS SHEET) IE IN: 287.17 (4'S) IE OUT: 284.67 (4'N) LOT 7 PRIVATE STORM SEWER KEYED NOTES: O INSTALL PRIVATE LYNCH STYLE CATCH BASIN (STM CB L7) PER DETAIL RIM: 301.71 (NOTE: RIM ELEVATION IS BASED ON TC ELEVATION) IE OUT: 296,65 (4'N) C2 INSTALL 4" PVC C900 PIPE L=423 FT S=0.2000 FT/FT C3 INSTALL a PVC C9DO PIPE: L=59.3 FT S=0.02DO FT/FT C4 INSTALL STORM CLEANOUT: RIM: 289.55 IE 287.00 CS INSTALL 4" PVC C900 PIPE L=9.65 FT S=0.0200 FT/FT C6 INSTALL 4' PVC C900 PIPE L=5 FT S=0.0200 FT/FT C7 INSTALL a PVC C900 PIPE: L=200 FT S=0.0200 FT/FT CB INSTALL PRIVATE 10'X24' LIDA FLOW-THROUGH PLANTER PER CWS DETAIL NO. 794 (SEE DETAIL THIS SHEET) IE IN: 286.77 (eS) IE OUT: 284.27 (4"N) BUILDING OFFSET AS APPROVED BY BUILDING JURISDICTION .RAIN DRAIN & OUTFALL PROTECTION OVERFLOW TO CONVEYANCE - 2" FREEBOARD 6" MAX POND DEPTH SEE NOTE 8. GR M UCTURAL WALL 18' FILTER FABRIC, 6" MIN OVERLAP UP FACILITY SIDES 12' LIFT OF 11'r DRAIN FOUNDATION ROOKOVERFLOWTO DRAIN PER CONVEYANCE COUNTY SYSTEM 30 MINIMUM 4' MINIMUM DEPTH FACILITY WDTH OF LATERAL TO SERVE PROPERTY PERFORATED PIPE UNDERDRAIN (OR MATCH MANIFOLD RUN$ LENGTH OF DESIGN) FACILITY, AND VERTICALLY POSITIONED IN DRAIN ROCK LAYER WATER PROOF PER DETENTION DESIGN. SEE VC BOOT & CLAMP PERFORATED PIPE DETAILS. NOTES: 1. PRIVATE WATER QUALITY TREATMENT 2. 30' MIN WIDTH - FACILITY LENGTH TO BE CALCULATED BASED ON INCOMING FLOWS. LOT# 3. VEGETATION: SMALL SHRUBS, TREATMENT PLANTINGS; RUSH GRASSES, SEE _ IN LIDA HANDBOOK. BOX SIZE (SF.) ___ 4. NO TREES OR DEEP ROOTED VEGETATION OVER PIPING. OF PLANTS ---- 5. RAIN DRAINS AND OVERFLOWMAINTAIN MAXIMUM LINEAR SEPARATION.. TYPE OF PLANTS -- 8 NO BARK DUST TO BE USED WITHIN FACILITY. --- 7. OUTFALL PROTECTION SIZED PER FLOWLATIONS. CALCU -__-------- 8'P HEIGHT ABOVE GROUND AND DEPTH BELOW GROUND PER OTHERS. -2" MINIMUM ABOVE SIZE. OF PLANTS --- OVERFLOW OR BY DESIGN. 9, BUILDING JURISDICTION APPROVAL REWIRED WHEN (MIN. 1" X 6- PLUGS) DEPTH OF FACILITY IS BELOW BUILDING FOOTING. HIDA FLow�THRou, C2eaDTASMZSavicee DRAWING 1iANDBOOK pLpryTERWI NUMBERM BTANDARO DEiuln BLDG. OFFSET •- ®„ 98 Flow -Through Planter Checklist Annual in peal s regal ed h, u" ^kX td 'b eM H",d__ aru;o;ea Jd r.a... a n..F...,, _ La„ tt.v,:c_p, yneer Ceara Vea r�oces o-�he aant,Gva torn mFormahun. -'al impedin, F'i Pottle, Coni to Ci for nrommamm�nm.mbw ceamel sea Ao semen eau Maintenance Practices s vpw anri- � I I MnuaINW I T7 A I I I plankrbpbanauebADw eM1an- Repo bre seas byfi m9 pw awm9tlry Xrvnugn ryg ©i netiuvon wlgnu Awvs gm�am rep4�lag real PRIVATE LOT 5 STORM aaabonl mkaa�e.Rda' msa'menmeopes meaggarnenl9ub _ LATERAL INFORMATION 101 sWmm�9walae Na PknkrbelweensNlR Remmresemmwapr lrzsn bbclagas:Rnproree- (SEE SHEET C205) Rpaenb. sn aram Reels gmtl tlrereurmabnCngwa�ar 2a M1Dwsalmranymapr ruaYVRaquretl 0 O 1 I PRIVATE LOT 6 STORM LATERAL INFORMATION © I l rr�O� (SEE SHEET C205) ' [� 88 A2 I l l i �- E: 287.21 Al emmemn dn9seamwwmaber a, aaDtlmawan IE 291.80 6 IE 287.31 5 Onnwll Reguma [Aoerel PRIVATE STORM (LOT 44) IE 288.46 / / / I 4 L NOTE: 1. CONSTRUCT LATERALS WITHIN PUBLIC ROW PER CITY/CWS STANDARDS AND DETAILS. LOT 5 PRIVATE STORM SEWER KEYED NOTES: Al INSTALL 4" PVC 30,14 PIPE: L=5.00 FT S=0.0200 FT/FT ® INSTALL PRIVATE 10'X16' LIDA FLOW-THROUGH PLANTER PER CWS DETAIL NO. 794 (SEE DETAIL THIS SHEET) IE IN: 291.50 (4"S) HE OUT: 289.00 (4'11) LOT 6 PRIVATE STORM SEWER KEYED NOTES: INSTALL PRIVATE LYNCH STYLE CATCH BASIN (STM CB L6) PER DETAIL RIM: 301.80 (NOTE: RIM ELEVATION IS BASED ON TC ELEVATION) IE OUT: 296.07 (4'N) B© INSTALL 4' PVC 0900 PIPE: L=21.4 FT 5=0.0900 FT/FT © INSTALL 4' PVC C900 PIPE: L=35.5 FT S=0.1600 FT/FT B4 INSTALL 4' PVC C900 PIPE L=56.7 FT S=0.0200 FT/FT B5 INSTALL STORM CLEANOUT: RIM: 289.50 IE: 287.33 B6 INSTALL 4° PVC C900 PIPE: L=6.47 FT S=0.0200 FT/FT B7 INSTALL 4" PVC C900 PIPE: L=500 FT S=0.0200 Fr/FT BB INSTALL a PVC C900 PIPE: L=2.00 FT S=0.0200 FT/FT 69 INSTALL PRIVATE 10'X24' LIDA FLOW-THROUGH PLANTER PER CWS DETAIL NO. 794 (SEE DETAIL THIS SHEET) IE IN: 287.17 (4'S) IE OUT: 284.67 (4'N) LOT 7 PRIVATE STORM SEWER KEYED NOTES: O INSTALL PRIVATE LYNCH STYLE CATCH BASIN (STM CB L7) PER DETAIL RIM: 301.71 (NOTE: RIM ELEVATION IS BASED ON TC ELEVATION) IE OUT: 296,65 (4'N) C2 INSTALL 4" PVC C900 PIPE L=423 FT S=0.2000 FT/FT C3 INSTALL a PVC C9DO PIPE: L=59.3 FT S=0.02DO FT/FT C4 INSTALL STORM CLEANOUT: RIM: 289.55 IE 287.00 CS INSTALL 4" PVC C900 PIPE L=9.65 FT S=0.0200 FT/FT C6 INSTALL 4' PVC C900 PIPE L=5 FT S=0.0200 FT/FT C7 INSTALL a PVC C900 PIPE: L=200 FT S=0.0200 FT/FT CB INSTALL PRIVATE 10'X24' LIDA FLOW-THROUGH PLANTER PER CWS DETAIL NO. 794 (SEE DETAIL THIS SHEET) IE IN: 286.77 (eS) IE OUT: 284.27 (4"N) BUILDING OFFSET AS APPROVED BY BUILDING JURISDICTION .RAIN DRAIN & OUTFALL PROTECTION OVERFLOW TO CONVEYANCE - 2" FREEBOARD 6" MAX POND DEPTH SEE NOTE 8. GR M UCTURAL WALL 18' FILTER FABRIC, 6" MIN OVERLAP UP FACILITY SIDES 12' LIFT OF 11'r DRAIN FOUNDATION ROOKOVERFLOWTO DRAIN PER CONVEYANCE COUNTY SYSTEM 30 MINIMUM 4' MINIMUM DEPTH FACILITY WDTH OF LATERAL TO SERVE PROPERTY PERFORATED PIPE UNDERDRAIN (OR MATCH MANIFOLD RUN$ LENGTH OF DESIGN) FACILITY, AND VERTICALLY POSITIONED IN DRAIN ROCK LAYER WATER PROOF PER DETENTION DESIGN. SEE VC BOOT & CLAMP PERFORATED PIPE DETAILS. NOTES: 1. PRIVATE WATER QUALITY TREATMENT 2. 30' MIN WIDTH - FACILITY LENGTH TO BE CALCULATED BASED ON INCOMING FLOWS. LOT# 3. VEGETATION: SMALL SHRUBS, TREATMENT PLANTINGS; RUSH GRASSES, SEE _ IN LIDA HANDBOOK. BOX SIZE (SF.) ___ 4. NO TREES OR DEEP ROOTED VEGETATION OVER PIPING. OF PLANTS ---- 5. RAIN DRAINS AND OVERFLOWMAINTAIN MAXIMUM LINEAR SEPARATION.. TYPE OF PLANTS -- 8 NO BARK DUST TO BE USED WITHIN FACILITY. --- 7. OUTFALL PROTECTION SIZED PER FLOWLATIONS. CALCU -__-------- 8'P HEIGHT ABOVE GROUND AND DEPTH BELOW GROUND PER OTHERS. -2" MINIMUM ABOVE SIZE. OF PLANTS --- OVERFLOW OR BY DESIGN. 9, BUILDING JURISDICTION APPROVAL REWIRED WHEN (MIN. 1" X 6- PLUGS) DEPTH OF FACILITY IS BELOW BUILDING FOOTING. HIDA FLow�THRou, C2eaDTASMZSavicee DRAWING 1iANDBOOK pLpryTERWI NUMBERM BTANDARO DEiuln BLDG. OFFSET •- ®„ 98 Flow -Through Planter Checklist Annual in peal s regal ed h, u" ^kX td 'b eM H",d__ aru;o;ea Jd r.a... a n..F...,, _ La„ tt.v,:c_p, yneer Ceara Vea r�oces o-�he aant,Gva torn mFormahun. -'al impedin, F'i Pottle, Coni to Ci for nrommamm�nm.mbw ceamel sea Ao semen eau Maintenance Practices s vpw anri- M.magn W Tamen n mstme+tNea I dinn sa as wa a mwamop I -tlRg Nrwa ' z Iwu aRw rN i rortnj1,,(1dncM1 MnuaINW I lnmMl M1p M1b hw Geireml Ems plankrbpbanauebADw eM1an- Repo bre seas byfi m9 pw awm9tlry Xrvnugn ryg Saunig netiuvon wlgnu Awvs gm�am rep4�lag real -4awnma aaabonl mkaa�e.Rda' msa'menmeopes meaggarnenl9ub xrtelnabpmHprenbw Ceneial Slanaia9Vlalei sWmm�9walae Na PknkrbelweensNlR Remmresemmwapr lrzsn bbclagas:Rnproree- .*A eflermry -; �wr Rpaenb. sn aram Reels gmtl tlrereurmabnCngwa�ar 2a M1Dwsalmranymapr ruaYVRaquretl verotlwa hMea MrdWYReVwiee I AnmsaalNRegwea Germs bnePK wmnrrmmAmerrom ce eml xpwu Gm a ems a snpamwwam lea ap ad ueenm MalnwraeD�a wemY mroughApu eroaeru,r emmemn dn9seamwwmaber a, aaDtlmawan .. Onnwll Reguma [Aoerel SeNemaa/ _ _oo dP deYt cMon,m P2nrwrgieaaorrepareebaes5n sknaaMs I -D-1- owy Pov C- lora ala MD NovenrEer Genere GMSkIRBa.4Aa'1 Sma4 Ifm d ,gra Meplenkr Atltla wrrlbwceagrmme�-a,rna@asmdmaplan�-re, Aom fMcugnAwe NWkn5 even ® thoulrzin:panrc hdtmnas byp M1abasdkwaro nepenkr ArnwN uaai eneroaetl uatly renal Mm Mar Abnrrub General Ve9 lawn VegePo' Yxk' g aeNan o%dNemkt Fpe Npveg mYanboq ng 9pecPo^leg mma9naprs aWm(iswhinNlaural ApnvzlVRegIIetl apeam9 t NmwlNReguam RFxNty aurirpgmwirp Ganerd tnw Impar; DelretopmentApp:<'anhes HaM600k Flow -Through Planter Checklist (ccitiue t) Annualinspeellorl3 are feMlree. 's chaeki:i aemdbae mspecgon acfiv;_s,and nous aCJltlonzl racoma .lmetl osLce, �C ,r .: a_yne ai y Genes. rVe9eution ms ,wbaeinnm ��+axmmapa�mumn cwudpoorgrowM aeaxvdNeamtlalw; bra,xmpRnaero.,wlna�.ewanmxnemmnm�w. aaa,al Rmeretl N aamyslamlmauMgnauRmmakmpemre Ana.. Me rDY -.1 Ma-iiclatlm .. Noirraave uegelesonhp'arnctlarpemrkeato weeaa:Nkwgl. mmp�a� Mua']VRepuretlnaC3 aammmeamcn.a nBNs .a,:,wmremawarmaka Idlw Tag: NactEury:aaaf Lmmy G. ss; easel aaabonl mkaa�e.Rda' msa'menmeopes meaggarnenl9ub E,gW, My, Ngb.ale, ClemalicCeNstl E'. msue;swmarmn k. _ I.bnNa __ Gersrzl Rpaenb. ned-a. xakrONNDam9bfe tiN. NomtlentoaciENaePebea. Re'a.0 nWabewvices ruaYVRaquretl verotlwa hMea inRgrztltlpestn�epemml9kaarzatlmmma. AnmsaalNRegwea Germs bnePK emmm ma sanies a HmmNllrawMremwea WaMyatlMeraiY Crelcerel imsbatl Uabas Yaalmiknrodean,tleWewtlmngn9. iraNanaaebhremwetllm 1V _#omlil+r�as1T, 14navaj .. AnnuasrRegleretl MVAMy&nm Abaemner Canard C- lora ala AnYevtl .d.f,9aadbe,-innann,mdlmr 14aadzrrtnrikorDmlmanK D,asenl:romainak mmarep .-tr pN b NWkn5 cMaup WMloplwgkryu JN•reapmseaganq MnuaMPel.nm MaInN mMAaaeY F' Geneal O..croYlNet/ Ime4bmkter®acbg9atl dln 'mem, uegmagon Remwenefuelrodear Ne aMwaelarea aWm(iswhinNlaural ApnvzlVRegIIetl t aaeMs RFxNty aurirpgmwirp Ganerd &cesaire Stadng lsDanrheceusevmlrymaxs rml Vegmsf ca'.' a. w s� gllmhx tlpxsbk: Tamm Mush 'aa M etlYRe9urea Mmahamrvm9rmNy Genmel Vet-. Gpeafieawepmwxagesagmansplalll'em9wme 3ia90Rn pa 1. 1. t" remove dlppa9a, lake care pekswaAaMUM mbetdrosa fimaarOm. ndlo9.ale Uebarkdbees sbmbs. ,M@. e+ceW btM Vea Mareeolkwmaim RmuAlYRe9ulreo' emegenfxretlantlgnsu ilce4c8Nw) Low Impat2Davelri,., of App -01. Ha1.J-1 06ECON JOB NUMBER 4294 SHEET C204 8 It I - - ©- a d a - -,- a -4- ad d a I I FOR WORK WATHPH PUBLIC ROW SEE SHEET C201 SW VENTURA DRIVE T / I vx.L \ / j '// / t I / 1 ✓ I /ll PUBLIC STORM LATERALS, '�. SEE SLEET C201 --- �- --s, - -- - - -- -- - --------- - - ---- - ----_.------- --1 -- -- - -- -- -- -- -- -- - )0 0 0 C CO 0 C15 E249.030 - TRACT B(D 6 i 8 C14 A B15 I A4 , C13 IE281.50 , C. IE 28203 \ C11 "4 B13 IE283.97 CIO BI i IE:284.63 &:28&60 810 IE 289.00 A3 E 28427 IE 284.67 LOT 7 UDA FLOW-THROUGHJ PLANTER (SEE SHEET 0204) 7 PRIVATE STORM (LOT (SEE SHEET 0204) � LOT 6 LOA FLOW - PLANTER (SLE SHEET C204) PRIVATE STORM (LOT 6) (SEE SHEET C204) 6 PLANTER (SEE SHEET C204) LOT 5 PRIVATE STORM SEWER LOT 6 PRIVATE STORM SEWER LOT 7 PRIVATE STORM SEWER KEYED NOTES: KEYED NOTES: KEYED NOTES: ® INSTALL 4' PVC PIPE ®1 INSTALL 4' PVC PIPE C9 INSTALL 4' PVC PIPE: L=2.50 FT L=2.00 FT L=200 FT 5=0.1600 FT/FT 5=0.0200 FT/FT 5=0.1500 FT/FT A4 INSTAL. 4' HDPE PIPE: 811 INSTALL 4' PVC PIPE C10 INSTALL 4' PVC PIPE L 77.38 FT L=10.4 FT L=6.89 FT 00 FT/FT 5=0.0700 FT/FT 5=0.0900 FT/FT ® INSTAL. STORM CLEANOUT Bt INSTALL STORM CLEANOUT: Cii INSTALL STORM CLEANOUT: 273.43 RIM: 286.39 RIM: 285.87 I 25&42 IE: 283.90 IF, 283.35 O INSTALL 4' HDPE PIPE: 1® INSTALL 4' HDPE PIPE 1® INSTALL 4' HDPE PIPE L=70.95 FT L=13.4 FT L=18.54 FT 5=0.1436 FT/FT 5=0.1400 FT/FT 5=0.1000 FT/FT A7 CONNECT 4' PVC PRIVATE STORM TO 1® INSTALL 4' HDPE PIPE INSTALL 4' HDPE PIPE: NEW 4' PUBLIC LATERAL SEE SHEET L=66.4 FT L=64.64 FT C201 FOR LATERAL IE 5=0.3300 FT/FT 5=0.3100 FT/FT INSTALL STORM CLEANOUT: RIM: 254.07 15 INSTALL STORM CLEANOUT: Ct INSTALL 4' PVC PIPE RIM: 280.32 RIM: 280.53 IE: 260.11 IE: 261.46 i6 INSTALL 4' HDPE PIPE Ct INSTALL 4' HDPE PIPE: L=33.6 FT L=49.92 FT 5=0.3300 FT/FT 5=0.3185 FT/TT 1® INSTALL 4' HDPE PIPE C16 CONNECT 4' PVC PRIVATE STORM TO L=20.3 FT NEW 4' PUBLIC LATERAL SEE SHEET C201 5=0.2558 FT/FT FOR LATERAL IE INSTALL STORM CLEANDUT: 1® CONNECT 4' PVC STORM LATERAL TO RIM: 251.69 EXISTING STORM AREA DRAIN RIM: 247.42 IE 243.83 (4'SW) IE OUT: 243.62 (18 -NW) EXISTING SCALE 1" = 10 FEET 10 0 4 8 9 1 AS -BUILT DISCLAIMER: AS -BUILT INFORMATION IS BASED ON A COMBINATION OF FIELD SURVEY INFORMATION, SPOT INSPECTION INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. 5 THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. NOTE: 1. CONSTRUCT LATERALS WITHIN PUBLIC ROW PER CIN/CWS STANDARDS AND DETAILS. SEE SHEET C201 FOR ALL PUBLIC STORM DRAIN INFORMATION. O® N JOB NUMBER 4294 SHEET C205 AS -BUILT DISCLAIMER: AS -BUILT INFORMATION IS BASED ON A COMBINATION OF FIELD SURVEY INFORMATION, SPOT INSPECTION INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. GRANULAR BACKFILL NATIVE BACKFILL SURFACEMOUND EXCESS NATIVE MATERIAL RESTORATION AS-\ - OVER TRENCH TO ALLOW FOR REQUIRED - SETREMENT (4' MAX.). GRADE FLUSH S WHEN TRENCH BACKFILL STABILIZES. ✓//, 2° NATIVE TOP SOIL IF COMPACT TO 92% COMPACT TO 85% J TOP SOIL EXISTED PRIOR OF MAX DRY OF MAX DRY DENSITY TO EXCAVATION. —aUNDISTURBED DENSITY PER PER AASHTO T-180 EARTH �— - AASHTO T-180 XCAVATED UNDISTURBED NATIVE EARTH COMPACTED MATERIALZ BACKFILL DEPTH VARIES 3/4 - 0 \`. CRUSHED ROCK '4"'TRACER TWRE AS REWIRED 3/4'-0 CRUSHED ROCK /2 PIPE O.D. PIPE ZONE PLUS 12' MIN a ABOVE BELL 1/2 PIPE OLD.,3/;4-0 PWS 6' MIN / . tPIRE DDING SEE CLEARANCE TABLE BELOW BELL�< (TYPICAL BOTH SIDES) STABLE SUBGRADE OR TRENCH STABILIZATION AS REQUIRED INUM (TYPICAL BOTH SIDES) MIM CLEARANCE TABLE MULTIPLE HPE INSIALLAPONS NOM. PIPE MIN/MAX 127-1DIAMEFR CLEARANCE 48' 1 8' 12'-16'1 18'-21' 16 4 24'-3i 1111w MAMEIER SPACE BEIYEQ: PIPES .30' 24 UP TO 211 IT MAX NOTES: 1. GRANULAR BACKFILL REWIRED UNDER ALL EXISTING OR FUTURE IMPROVED AREAS INCLUDING SIDEWALKS. 2. WHERE NEW PIPING IS IN SAME ALIGNMENT AS EXISTING PIPING, THE PIPE EMBEDMENT SHALL EXTEND TO A MINIMUM OF 6' BELOW THE NEW PIPING OR 6' BELOW EXISTING PIPING, WHICHEVER IS DEEPER. 3. FOR FLEXIBLE PIPE, BOTTOM OF TRENCH SHORING SHALL BE ABOVE SPRINGUNE AND UNDER THE PIPE HAUNCHES TRENCH BACKFILL NTS SEE BOX AND COVER WATERTIGHT THREADED PIPE NOTES BELOW PLUG WITH SQUARE NUT FINISH GRADE 2' (TYPICAL) SOCKET AND THREAD ADAPTOR ;PROVIDE 3/$-0 CRUSHED rAOCK FOR A MINIMUM OF .;6° AROUND CLEANOUT 22 1/2' BEND PLAIN END PIPE, 8' MIN. LENGTH 22 1/2' BEND COMPACTED CRUSHED ROCK FLOW WYE PIPE BEDDING 1 1.. CLEANOUT LEANOUT RISER SHALL BE SAME SIZE (6° MAX RISER DIAMETER) AND MATERIAL AS LATERAL PIPE 2 CLEANOUT PIPE SHALL BE LEFT 18° ABOVE EXISTING GRADE UNTIL ALL CURBS ARE INSTALLED AND PRIVATE UTILITY TRENCHES ARE BACKFILLED. CLEANOUTS SHALL THEN BE SET FLUSH WITH FINISH GRADE. 3. TRAFFIC AREA CLEANOUT SHALL BE 6"X4° CAST IRON FRAME AND COVER, OLYMPIC M1007 OR APPROVED EQUAL 5. NON -TRAFFIC AREA CLEANOUT: CARSON MODEL 910 T -COVER OR APPROVED EQUAL (GREEN FOR SEWER, GRAY FOR STORM) 6. ALL STORM SEWER LIDS TO READ 'STORM' OR 'C/0'. 7. ALL SANITARY SEWER UDS TO READ "SEWER" CLEANOUT NTS CAST -IN-PLACE r- — — — -- --- - - - - REINFORCED CONCRETE SUPPORT COLLAR �I I I I I I WELDED METAL °J I1RAP WHINGED I CLEANOUT LID — c 2'-0' SQ. I7--------J L— 2'-4° SO. GRATE: WELDED STEEL DROP-IN I° I BAR GRATE (ASTM A36). END BARS: 1/2° X 2' CROSS BARS: 1/Y X Y 0 2' O.C. PLAN MEW REBAR BIKE STRAPS: 1/8' X 1' (2 REO'D) 1'"-='I� CONTINUOUS 16,000 LB. UNIFORM LOAD CAPACITY GRATE DETAIL RIM ELEV. PVMT. WELDED METAL 1 COUPLER TRAP WHINGED 1 W/GASKET m CIFANQUT UD / AS REQb. 1/4° UP f- 6' TYP. I 1/2 TYP. _i. 3' CLEAR �c INVERT ELEV. TYR. 12' 2'-0' SQ.... CONCRETE COLLAR \L 4" COMPACTED GRANULAR BACKFILL NOTES: 1. SEE CONSTRUCTION DRAWINGS FOR PIPE SIZE, LOCATION AND INVERT ELEVATION. 2. OUTLET: SIZE AS REO'D. FOR INDICATED PIPE SIZE. 3. CONCRETE SHALL BE 4,000 PSI AT 28 DAYS. 4. CONSTRUCT BASIN OF WELDED 1/4' STEEL COAT ALL SURFACES WITH ASPHALTIC PAINT STANDARD CATCH BASIN (LYNCH STYLE) NTS JOB NUMBER 4294 SHEET C206 OAK STREET ESTATES NO. 2 SANITARY SEWER CONSTRUCTION PLANS SITE MAP 1"=100' SHEET INDEX C300 - SANITARY SEWER COVER SHEET C301 - PUBLIC EXISTING SANITARY SEWER 'A' AND SANITARY SEWER 'B' PLAN AND PROFILE C302 - PUBLIC SANITARY SEWER DETAILS C303 - PRIVATE SANITARY SEWER PLAN C304 - PRIVATE SANITARY SEWER DETAILS AS -BUILT DISCLAIMER: AS -BUILT INFORMATION IS BASED ON A COMBINATION OF FIELD SURVEY INFORMATION, SPOT INSPECTION INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. SANITARY SEWER CONSTRUCTION NOTES 1. ALL CONSTRUCTION AND MATERIALS SHALL COMPLY WITH THESE PLANS AND THE APPLICABLE REQUIREMENTS OF CLEAN WATER SERVICES DESIGN AND CONSTRUCTION STANDARDS R&D 07-20. 3. THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER 48 HOURS PRIOR TO THE START OF SAMTARY EWER CONSTRUCTION AND ANY STAGED INSPECTION. 4. P(OLYVINYL CHLORIDE (PVC) PIPE SHA (LL( CONFORM TO THE REQUIREMENTS OF ASTM D-3034, CUR 35 (4'-15'), ASTM f-679 SDR REQUIEMEN� OF ASTMBC--47717 S1TA•D� 3212. AS C905 D-1784DR18 (16'-24'). GASKETS SHALL CONFORM TO THE 5. MANHOLES SHALL BE PRECAST CONCRETE SECTIONS WITH MINIMUM INSIDE DIAMETER OF 48 INCHES, CONFORMING TO THE REQUIREMENTS OF ASTM C-478, EXCEPT AS NOTED ON THE PLANS, PRECAST MANHOLE RISERS, TOPS, AND BASE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI. TOPS SHALL BE ECCENTRIC CONES EXCEPT WHERE FLAT TOPS ARE REQUIRED PER STANDARD DETAILS POURED IN PLACE MANHOLES NTH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI MAY BE SUBSTITUTED. 6. PVC PIPE SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS' RECOMMENDATIONS PVC SEWER PIPE SHALL BE CONNECTED TO CONCRETE MANHOLES BY MEANS OF AN APPROVED COUPLING WTH AN ELASTOMERIC GASKET, AN APPROVED WATERSTOP, OR FLEXIBLE SLEEVE, THE CONNECTIONS SHALL BE FINISHED PORTLAND CEMENT GROUT. 7. AFTER THE CONTRACTOR HAS BACKFILLED THE PIPE ZONE OF THE TRENCH AS REQUIRED, THE CONTRACTOR SHALL THEN BACKFILL ENTHE WITH8BIN ONE ORMECHANICALLY COMPACTING EACH ER TO 95% NPUBLIC RGHTTEOFHWYS NTD5%N OTHERA AS ROCK, R AASHTT(. PIPE ZONE MATRIALA D PPE BASE SHALL B 34'-0 CRUSHED GRAVEL. TRENCH BACKFILL SHALL BE 30-0 –0 CRUSHED ROCK WITHIN STREETS AND NATIVE MATERIAL IN OTHER AREAS. ANY SUBSEQUENT SETTLEMENT OF THE TRENCH 0 DITCH DURING THE GUARANTEE PERIOD SHALL BE CONSIDERED TO BE THE RESULT OF IMPROPER COMPACTION AND SHALL BE PROMPTLY CORRECTED BY THE CONTRACTOR AT NO EXPENSE TO THE DISTRICT OR THE OWNER. & SANITARY SEWER PIPE AND APPURTENANCES SHALL BE TESTED FOR LEAKAGE IN ACCORDANCE WITH CWS STANDARDS LEAKAGE TESTS INCLUDE AN AIR TEST OF THE SEWER MAINS AND SERVICE CONNECTIONS AND A WATER EXFILTRATION TEST OR VACUUM TEST OF THE MANHOLES. ANY PORTION OF THE SEWER WHICH FAILS TO PASS THESE TESTS SHALL BE EXCAVATED, REPAIRED OR LIGN REAED, AND RETESTED. IN ADDITION TO HYDROSTATIC OR AIR TESTING, SANITARY SEWERS CONSTRUCTED OF PVC SEWER PIPE STALL BE DEFLECTION TESTED AFTER THE TRENCH BACKFILL AND COMPACTION HAS BEEN COMPLETED. THE TEST SHALL BE CONDUCTED BY PULLING AN APPROVED SOUD POINTED MANDREL 95% OF THE INSIDE DIAMETER THROUGH THE PIPELINE ON A MANHOLE TO MANHOLE BASIS. 9. UNLESS OTHERWISE SPECIFIED ON THE PLANS OR DIRECTED BY THE ENGINEER, EACH SERVICE CONNECTION SHALL BE LAID IN A SEPARATE TRENCH ON A STRAIGHT LINE AND GRADIENT FROM THE TEE TO THE RD OF THE SERVICE CONNECTION. THE SERVICE CONNECTION SHALL BE INSTALLED WITH THE SAME ACCURACY AS THE MAIN SEWER. 10. EACH SERVICE CONNECTION SHALL BE PLUGGED WITH A RUBBER RING PLUG. A 2'X4' MARKER PAINTED GREEN SHALL BE PLACED AT THE END OF THE PIPE TO A POINT ONE FOOT (1') ABOVE THE SURFACE OF THE GROUND. A DETECTABLE WHITE MAGNETIC TAPE P( THORDURATEC WHITE SANITARY SEWER RIBBON OR EQUAL') WITH THE WORD 'SEWER' AT REGULAR INTERVALS SHALL BE PLACED ALONG THE SERVICE CONNECTION FROM THE MAINUNE TEE TO THE GROUND SURFACE. THE DEPTH AT THE END OF THE LATERAL SHALL BE WRITTEN ON THE 2'X4'. 11. IN EASEMENT AREAS, ALL MANHOLES SHALL HAVE TAMPER–PROOF UDS PER CWS SPECIFICATIONS, OR APPROVED EQUAL THE RIM SHALL E SX INCHES (6') ABOVE FINISH GRADE. 12 THE CONTRACTOR SHALL AT ALL TIMES PROVIDE AND MAINTAIN AMPLE MEANS AND DEVICES TO REMOVE AND DISPOSE OF ALL WATER ENTERING THE TRENCH EXCAVATGN DURING THE PROCESS OF LAYING THE PIPE WATER AND DEBRIS SHALL NOT ENTER INTO THE DISTRICTS SEWER SYSTEM. WATER AND ORRIS SHALL BE DISPOSED OF IN AN APPROVED MANNER. 13. THE CONTRACTOR SHALL AT ALL TIMES ABIDE BY APPUCABLE SAFETY RULES OF O.S.H.A. AND IN PARTICULAR, THOSE PERTAINING TO ADEQUATE SHORING AND TRENCH PROTECTION. 14. THE CONTRACTOR SHALL KEEP RECORDS OF ALL CONSTRUCTION THAT DIFFERS RCA THE APPROVED PLANS AND SHALL MAINTAIN RECORD DRAWINGS" DURING THE CONSTRUCTION PERIOD. 'RECORD DRAWINGS" SHALL BE SUBMITTED TO THE ENGINEER AT THE RD OF THE PROJECT. 15. ALL SANITARY SEWER PIPE WITH A MINIMUM OF FOUR FEET OF COVER FROM FINISHED GRADE SHALL BE PVC, SEAMLESS, CONFORMING TO ASTM 3034 SDR 35 OR APPROVED EQUAL 16. ALL SANITARY SLYER PIPE WITH A MINIMUM OF TWO FEET OF COVER FROM FINISHED GRADE SHALL E C900 DR -18. OR APPROVED EQUAL 17. ALL SANITARY SEWER PIPE WITH A MINIMUM OF 18–INCHES OF COVER FROM FINISHED GRADE SHALL BE DUCTILE IRON (DI) CLASS 50 WALL THICKNESS OR APPROVED EQUAL 18. ALL NEW CURBS SHALL BE STAMPED TO INDICATE WHERE EACH SANITARY SEWER LATERAL CROSSES BENEATH THE CURB UNE. THE STAMP IMPRESSION FOR SANITARY LATERALS SHALL BE LETTER Y. IMPRESSIONS SHALL BE 2 INCHES HIGH, ON TOP OF THE CURB AND SHOULD ACCURATELY LOCATE THE SERVICE BELOW THE STAMP. ATTefWN EXCAVATOR 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 OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CALLING 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT LEAST TWO BUSINESS DAYS BUT NOT MORE THAN TEN BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 503-246-6699. uaeco■ JOB NUMBER 4294 SHEET C300 TAY Lm x100 TAX Lm 9x00 1I H Tp% Lm 9®10 TAx NAP IS I S6RA M TAx Lor 9900 TM MAP 1s I S6M Lm 14 i"W"ITS Lor 8500 /TAY MRP 151 SBM ipx MRP 1s 12500 ia% Lm 9700 To MAP 1S 1 36M Lm RI\ LOT) I LOT f4 I. MAP is I lfiM LOT 19 AN T MAP 15I l6AA 1RAC1 B I TM LOT 9500 ITA%N-15 SMI TA% Lor 6800 . T. Me is I l6 LOi to t \i TM Lm x400 Tom.OL Is x500 y LOT 8I rax Lor 9600 rax Lm 9500 iPX MM Is I SBM I TAX LOT 9100 TA% Lor 8I TA% MIP 1s I S6M t u m TAX MAP 15 1 SBM LOT 8 iA% Lor 2500 TRX MM is i 3BM Lm 11 T.1SIS6A Lor 16 e f Lm 9 TAX MAP 15 1 x50D .1 IB - - Lm 16 TRACT B - SAN® 7 I T M W Me is 122wo I TM LOi 300 9y ' H. i� TAX MAP is t 2 IF T 6 TTI( LOT xr00 —M � 4 5 TRACT A i rAx �O1s I –�o�i—{– 3 N ¢ OT Ia SW 69TH ENUE AP ROVE SURD "OAK ISION TREE SUB ESTA 14-001) ES" W EX SAN, w' > N', Tu IN xmo rax MAP ss I xwo OT 19 EX SITE MAP 1"=100' SHEET INDEX C300 - SANITARY SEWER COVER SHEET C301 - PUBLIC EXISTING SANITARY SEWER 'A' AND SANITARY SEWER 'B' PLAN AND PROFILE C302 - PUBLIC SANITARY SEWER DETAILS C303 - PRIVATE SANITARY SEWER PLAN C304 - PRIVATE SANITARY SEWER DETAILS AS -BUILT DISCLAIMER: AS -BUILT INFORMATION IS BASED ON A COMBINATION OF FIELD SURVEY INFORMATION, SPOT INSPECTION INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. SANITARY SEWER CONSTRUCTION NOTES 1. ALL CONSTRUCTION AND MATERIALS SHALL COMPLY WITH THESE PLANS AND THE APPLICABLE REQUIREMENTS OF CLEAN WATER SERVICES DESIGN AND CONSTRUCTION STANDARDS R&D 07-20. 3. THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER 48 HOURS PRIOR TO THE START OF SAMTARY EWER CONSTRUCTION AND ANY STAGED INSPECTION. 4. P(OLYVINYL CHLORIDE (PVC) PIPE SHA (LL( CONFORM TO THE REQUIREMENTS OF ASTM D-3034, CUR 35 (4'-15'), ASTM f-679 SDR REQUIEMEN� OF ASTMBC--47717 S1TA•D� 3212. AS C905 D-1784DR18 (16'-24'). GASKETS SHALL CONFORM TO THE 5. MANHOLES SHALL BE PRECAST CONCRETE SECTIONS WITH MINIMUM INSIDE DIAMETER OF 48 INCHES, CONFORMING TO THE REQUIREMENTS OF ASTM C-478, EXCEPT AS NOTED ON THE PLANS, PRECAST MANHOLE RISERS, TOPS, AND BASE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI. TOPS SHALL BE ECCENTRIC CONES EXCEPT WHERE FLAT TOPS ARE REQUIRED PER STANDARD DETAILS POURED IN PLACE MANHOLES NTH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI MAY BE SUBSTITUTED. 6. PVC PIPE SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS' RECOMMENDATIONS PVC SEWER PIPE SHALL BE CONNECTED TO CONCRETE MANHOLES BY MEANS OF AN APPROVED COUPLING WTH AN ELASTOMERIC GASKET, AN APPROVED WATERSTOP, OR FLEXIBLE SLEEVE, THE CONNECTIONS SHALL BE FINISHED PORTLAND CEMENT GROUT. 7. AFTER THE CONTRACTOR HAS BACKFILLED THE PIPE ZONE OF THE TRENCH AS REQUIRED, THE CONTRACTOR SHALL THEN BACKFILL ENTHE WITH8BIN ONE ORMECHANICALLY COMPACTING EACH ER TO 95% NPUBLIC RGHTTEOFHWYS NTD5%N OTHERA AS ROCK, R AASHTT(. PIPE ZONE MATRIALA D PPE BASE SHALL B 34'-0 CRUSHED GRAVEL. TRENCH BACKFILL SHALL BE 30-0 –0 CRUSHED ROCK WITHIN STREETS AND NATIVE MATERIAL IN OTHER AREAS. ANY SUBSEQUENT SETTLEMENT OF THE TRENCH 0 DITCH DURING THE GUARANTEE PERIOD SHALL BE CONSIDERED TO BE THE RESULT OF IMPROPER COMPACTION AND SHALL BE PROMPTLY CORRECTED BY THE CONTRACTOR AT NO EXPENSE TO THE DISTRICT OR THE OWNER. & SANITARY SEWER PIPE AND APPURTENANCES SHALL BE TESTED FOR LEAKAGE IN ACCORDANCE WITH CWS STANDARDS LEAKAGE TESTS INCLUDE AN AIR TEST OF THE SEWER MAINS AND SERVICE CONNECTIONS AND A WATER EXFILTRATION TEST OR VACUUM TEST OF THE MANHOLES. ANY PORTION OF THE SEWER WHICH FAILS TO PASS THESE TESTS SHALL BE EXCAVATED, REPAIRED OR LIGN REAED, AND RETESTED. IN ADDITION TO HYDROSTATIC OR AIR TESTING, SANITARY SEWERS CONSTRUCTED OF PVC SEWER PIPE STALL BE DEFLECTION TESTED AFTER THE TRENCH BACKFILL AND COMPACTION HAS BEEN COMPLETED. THE TEST SHALL BE CONDUCTED BY PULLING AN APPROVED SOUD POINTED MANDREL 95% OF THE INSIDE DIAMETER THROUGH THE PIPELINE ON A MANHOLE TO MANHOLE BASIS. 9. UNLESS OTHERWISE SPECIFIED ON THE PLANS OR DIRECTED BY THE ENGINEER, EACH SERVICE CONNECTION SHALL BE LAID IN A SEPARATE TRENCH ON A STRAIGHT LINE AND GRADIENT FROM THE TEE TO THE RD OF THE SERVICE CONNECTION. THE SERVICE CONNECTION SHALL BE INSTALLED WITH THE SAME ACCURACY AS THE MAIN SEWER. 10. EACH SERVICE CONNECTION SHALL BE PLUGGED WITH A RUBBER RING PLUG. A 2'X4' MARKER PAINTED GREEN SHALL BE PLACED AT THE END OF THE PIPE TO A POINT ONE FOOT (1') ABOVE THE SURFACE OF THE GROUND. A DETECTABLE WHITE MAGNETIC TAPE P( THORDURATEC WHITE SANITARY SEWER RIBBON OR EQUAL') WITH THE WORD 'SEWER' AT REGULAR INTERVALS SHALL BE PLACED ALONG THE SERVICE CONNECTION FROM THE MAINUNE TEE TO THE GROUND SURFACE. THE DEPTH AT THE END OF THE LATERAL SHALL BE WRITTEN ON THE 2'X4'. 11. IN EASEMENT AREAS, ALL MANHOLES SHALL HAVE TAMPER–PROOF UDS PER CWS SPECIFICATIONS, OR APPROVED EQUAL THE RIM SHALL E SX INCHES (6') ABOVE FINISH GRADE. 12 THE CONTRACTOR SHALL AT ALL TIMES PROVIDE AND MAINTAIN AMPLE MEANS AND DEVICES TO REMOVE AND DISPOSE OF ALL WATER ENTERING THE TRENCH EXCAVATGN DURING THE PROCESS OF LAYING THE PIPE WATER AND DEBRIS SHALL NOT ENTER INTO THE DISTRICTS SEWER SYSTEM. WATER AND ORRIS SHALL BE DISPOSED OF IN AN APPROVED MANNER. 13. THE CONTRACTOR SHALL AT ALL TIMES ABIDE BY APPUCABLE SAFETY RULES OF O.S.H.A. AND IN PARTICULAR, THOSE PERTAINING TO ADEQUATE SHORING AND TRENCH PROTECTION. 14. THE CONTRACTOR SHALL KEEP RECORDS OF ALL CONSTRUCTION THAT DIFFERS RCA THE APPROVED PLANS AND SHALL MAINTAIN RECORD DRAWINGS" DURING THE CONSTRUCTION PERIOD. 'RECORD DRAWINGS" SHALL BE SUBMITTED TO THE ENGINEER AT THE RD OF THE PROJECT. 15. ALL SANITARY SEWER PIPE WITH A MINIMUM OF FOUR FEET OF COVER FROM FINISHED GRADE SHALL BE PVC, SEAMLESS, CONFORMING TO ASTM 3034 SDR 35 OR APPROVED EQUAL 16. ALL SANITARY SLYER PIPE WITH A MINIMUM OF TWO FEET OF COVER FROM FINISHED GRADE SHALL E C900 DR -18. OR APPROVED EQUAL 17. ALL SANITARY SEWER PIPE WITH A MINIMUM OF 18–INCHES OF COVER FROM FINISHED GRADE SHALL BE DUCTILE IRON (DI) CLASS 50 WALL THICKNESS OR APPROVED EQUAL 18. ALL NEW CURBS SHALL BE STAMPED TO INDICATE WHERE EACH SANITARY SEWER LATERAL CROSSES BENEATH THE CURB UNE. THE STAMP IMPRESSION FOR SANITARY LATERALS SHALL BE LETTER Y. IMPRESSIONS SHALL BE 2 INCHES HIGH, ON TOP OF THE CURB AND SHOULD ACCURATELY LOCATE THE SERVICE BELOW THE STAMP. ATTefWN EXCAVATOR 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 OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CALLING 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT LEAST TWO BUSINESS DAYS BUT NOT MORE THAN TEN BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 503-246-6699. uaeco■ JOB NUMBER 4294 SHEET C300 F i� T -WT AND PATCH EXISTING ROADWAY PER GTY OF TIGARD DWG 182 -- - SW VENTURIDRIVE - -D C P M p, SAN H F2 •• - - - - IX SAN MH F1 (CWS 16OB51) -P , P • -(SS25D186) _ - - -------- ;-� - - - - - - - --1�-_ -- _T_ 1.5" AC GRIND AND INLAY 5' FROM © I END OF PUBLIC END OF PUBLIC EDGE OF SAWCUT © U`�a' FOR LATERAL FOR LOT 7 LOT 6 RACTo w o T A ## 0 00 Oa y� I J �o >< Al 0 Q LOT 7 PRIVATE SANITARY SEWER LATERAL INFGRMATON � \ I (SEE SHEET C303) LOT 6 PRIVATE SANITARY o I SCATS 1" = 30 FEET SEWER LATERAL INFORMATION (SEE SHEET C303) 3 o Iz Re za so 1 i 61,.El SAN MH B1 (CWS #10304) 7 6 5 O ILA 7M 00I 00- F 0 -F N� I <D I V 1 Q� x ------ \ ----- Q � i EX SAN MH E1 (CWS X9583 EX SAN MH C2 (CWS {11901) +01 .-__------------ __ _ _ __ EX SAN MH C2 (\A107) 2/ xrs (CWS X11901) TO HAVE ECCENTRIC CONE TOP RAISED TO MATCH FINISHED/ CD GRADE OF SIDEWALK I O�c cm) 8 RIM: 312 / CD N SAN _j ops I I 4 .< >< I I I I i---------------- - ------- ----------- -- -- - /j - EX(CWS #811900) TO HAVE ECCENTRIC � 1 �PY•♦• - - -- ; V°-0OAYIll 4 � - -SW LOCOT STRE�TSAN MH X11904) n+00 - -- - IX SAN MH CI (CWS X11900) Xse le 1 SANITARY SEWER LATERAL TABLE USING INSERTA-TEES PER CWS PER CWS DWG. NO. 590 DETAIL NO. 530. DOWNSTREAM MH O ' X SAN 1 o 260 NOTES: 30.5' o� IqI TRENCH BACKFILL SHALL BE CLASS T3' 3/4"-0 GRANULAR WITHIN 3 I 8" PVC 03034 L=128.97 S=0.0048 J�o II 250- I SAMTARY LATERAL MARKERS MUST BE GREEN. ¢� II O INSTALL LATERALS PER CWS DETAIL NO. 520. ;ZI O�� ALL NEW CURBS SHALL BE STAMPED WITH THE LETTER "S" TO 240 I� 84 INDICATE WHERE EACH SANITARY SEWER LATERAL CROSSES 26.0' 0.0200 �I ~ 312.70 4 1 IX SAN MH Al (CWS #811904) 4" PVC 2 I (� 11.9 STA 2+01.46 (3.06' L) SW VENTURA DR © ;t =STA 0+00.00 SAN B 230 EX SAN MH B1 (CWS #10304) I iii I a I O O g � AND ORDERING MATERIALS CONTACT PROJECT ENGINEER I I" I IE OUT: 243.35 (8•W) EXISTING 220 SAN MH F2 4" PVC C900 OJ # 0.0200 IX SAN MH DI (SS36AO20) (CWS 244.74 X I 7 #10303) TO HAVE ECCENTRIC CONE TOP LOWERED TO MATCH FINISHED 1 I I I 27.2' GRADE OF ROAD RIM: 327.27 ' I/ 244.69 244.14 8 0' FINISHED GRADE OF ROAD RIM: 316.03 lot Q co) Z > 05 4 T W G N KEYED NOTES: O CONNECT SANITARY LATERALS TO EXISTING SANITARY MAIN PER 270 SANITARY SEWER LATERAL TABLE USING INSERTA-TEES PER CWS PER CWS DWG. NO. 590 DETAIL NO. 530. DOWNSTREAM MH O CONNECT SANITARY LATERALS TO EXISTING SANITARY MANHOLES SLOPE COVER *END IE IN ® END IE 0 MAINUNE/MH 1 PER SANITARY SEWER LATERAL TABLE. 260 NOTES: 30.5' 3. TRENCH BACKFILL SHALL BE CLASS T3' 3/4"-0 GRANULAR WITHIN 299.59 I 8" PVC 03034 L=128.97 S=0.0048 STREETS OR PATHWAYS PER CLEAN WATER SERVICES DETAIL 250- 4. SAMTARY LATERAL MARKERS MUST BE GREEN. EXISTING 6" 5. INSTALL LATERALS PER CWS DETAIL NO. 520. SANITARY MAIN 6. ALL NEW CURBS SHALL BE STAMPED WITH THE LETTER "S" TO 240 IX SAN MH Cl (CWS #811900) INDICATE WHERE EACH SANITARY SEWER LATERAL CROSSES 26.0' 0.0200 BENEATH THE CURB LINE. 313.22 312.70 4 EX SAN MH F1 (CWS #60851) IX SAN MH Al (CWS #811904) 4" PVC STANDARD 48" MH 0.2000 11.9 STA 2+01.46 (3.06' L) SW VENTURA DR © CONTRACTOR TO POTHOLE EXISTING UTILITY TO DETERMINE =STA 0+00.00 SAN B 230 EX SAN MH B1 (CWS #10304) IF CONFLICT EXISTS PRIOR TO STARTING CONSTRUCTION RIM: 250.61 0.0200 AND ORDERING MATERIALS CONTACT PROJECT ENGINEER IE IN: 243.57 (8"E) 291.19 IF CONFLICT EXISTS IE OUT: 243.35 (8•W) EXISTING 220 270 260 250 SAN MH F2 (SS25D168) 240 STANDARD 48" MH STA 3+30.34 (1.85' R) SW VENTURA, DR =STA 1+28.97 SAN B RIM: 250.32 IE IN: 244.38 (4"N) LATERAL 230 IE OUT: 243.92 (8'W) 220 CLAM '8' TRENCH BACKFILL SANITARY SEWER LATERAL TABLE PER CWS DWG. NO. 590 DISTANCE FROM DOWNSTREAM MH PIPE DIA/TYPE LENGTH SLOPE COVER *END IE IN ® END IE 0 MAINUNE/MH 1 120' EX SAN MH Al (CWS #611904) EXISTING GROUND 4" SANITARY SEWER 30.5' 0.2000 AT PIPE CENTERLINE LATERAL (1YP) 299.59 I 8" PVC 03034 L=128.97 S=0.0048 - 15' STORM SEWER 18" STORM SEWER CB LEAD CROSSING CB LEAD CROSSING PUBLIC SAN F HORZ: 1" = 30' VERT: 1' = 10' ALL PROFILE ELEVATIONS BASED ON PIPE CETUNE UNLE S OTHERWISE NOTED 270 260 250 SAN MH F2 (SS25D168) 240 STANDARD 48" MH STA 3+30.34 (1.85' R) SW VENTURA, DR =STA 1+28.97 SAN B RIM: 250.32 IE IN: 244.38 (4"N) LATERAL 230 IE OUT: 243.92 (8'W) 220 f30 SANITARY SEWER LATERAL TABLE LOT DISTANCE FROM DOWNSTREAM MH PIPE DIA/TYPE LENGTH SLOPE COVER *END IE IN ® END IE 0 MAINUNE/MH 1 120' EX SAN MH Al (CWS #611904) 4" PVC 30.5' 0.2000 129 299.59 293.50 2 91' EX SAN MH Cl (CWS 4611900) 4" PVC 25.8' 0.0200 5.9 316.02 315.51 3 56' IX SAN MH Cl (CWS #811900) 4" PVC 26.0' 0.0200 6.0 313.22 312.70 4 219' IX SAN MH Al (CWS #811904) 4" PVC 41.5' 0.2000 11.9 302.67 294.36 5 10' EX SAN MH B1 (CWS #10304) $ PVC C900 11.1' 0.0200 3.6 291.41 291.19 6 0' SAN MH F2 4" PVC C900 27.1' 0.0200 4.1 244.74 244.20 7 125' EX SAN MH F1 (CWS #60851) 4• PVC 27.2' 0.0200 4.5 244.69 244.14 8 0' EX SAN MH El (CWS #59583) 1 4" PVC 10.1' 0.2000 6.3 294.37 29235 f30 CLASS'S' TRENCH BACkfll PER CWS DWG. NO. 590 CEXISTING GROUND AT PIPE CENTERLINE 320 S20 FINISHED GRADE AT PIPE CENIERUNE 310 - - I- I- - - 8" WA 310 LEAD LATERAL - I I I I CROSSING (TYP) I I 3DO I I Ii11 18" DIETING L=26282 5=0.0087 - - - - - -. -JAI --- --- --- --- 290) 290 IX SAN MH Al (CWS #811904) STANDARD 49' MH STA 12+72.49 (5.56' L) SW LOCUST STREET =STA 0+00.OD EX SAN A 280 RIM: 307.10 IE IN: 291.87 (18"E) EXISTING 280 IE IN: 297.49 (6"S) EXISTING HORZ: 1" = 30' IE OUT: 291.69 (18N EXISTING VERT: 1" = 10' ALL PROFILE ELEVATIONS BASED ON PIPE _ ax ERLINE UNLESS OTHERWISE NOTED 270 - 270 + $ + 8 o ± -EX SAN MH C1 (CWS #811900) STANDARD 48" MH STA 22+0243 (9.70 R) SW 69TH STA 2+6282 FX SAN A RIM: 316.03 IE IN: 294.65 (18"N) EXISTING IE IN: 308.05 (8"S) EXISTING IE IN: 308.03 (4"E) EXISTING IE OUT: 294.16 (18•W) EXISTING AS -BUILT DISCLAIMER: AS -BUILT INFORMATION IS BASED ON A COMBINATION OF FIELD SURVEY INFORMATION, SPOT INSPECTION INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. W 2 R H 0. ¢ �Q = N z z� �a w H � z ¢ z �gon� Z L=iIN6�M = W $g" cs¢ C'3 q W c� Hcl) ON U) J � � = O s O W(j) Li7 LU C-4 m F � NOS YZ� a 0 0 Qo a Q Q Z Lu Q N J IL in ZWJ U)W0 (5N M Z >. IL p N w < V co) �a a tl,ortmoe � �C1�. "W4YA T�JQ= 4NpER Vl tV JOB NUMBER 4294 SHEET C301 LOCATE FRAME AND DOVER OVER (EDGE OF AT UEAST- 12" N WIDTH MAXIMUM 27" FROM TOP OFFIRST STEP TO TOP OF CASTING NOTES: 1. ALL PRE -CAST MANHOLE SECTIONS SHALL CONFORM TO THE RECUREMENTS OF ASTM C-478. 2. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3D00 P.S.I. AND SLUMP OF 2" TO 4". 3. ALL JOINTS SHALL BE SEALED WITH PRE FORMED GASKETS SUCH AS KENT -SEAL NO. 2, RAM -NECK, OR AN APPROVED EQUAL CONFORMING TO FEDERAL SPECIFICATION SS-SD0210. 4. ALL PIPE CONNECTIONS TO MANHOLE SHALL BE WATERTIGHT. 5. PIPE CONNECTIONS OF 24. OR GREATER SHALL REWIRE A MANHOLE AND CHANNEL DETAIL 6. PIPE CONNECTIONS OF FWR OR MORE MAINUNES STALL REWIRE A MANHOLE CONNECTION AND CHANNEL DETAIL. 7. PROVIDE A MINIMUM OF 8" OF INTACT (UNDISTURBED) MANHOLE WALL BETWEEN PIPE BREAKOUTS AS MEASURED ON THE INSIDE FACE OF THE MANHOLE. 8. BREAKOUT OF WALL FOR PIPE SHALL BE 2" MINIMUM AND 4" MAXIMUM CLEAR OF PIPE WALL. 9. THM DETAIL UNITED TO MAXIMUM INTERIOR DROP OF 24" FOR SANITARY CONNECTION AND 48" FOR STORM o CONNECTION. I e 10. WAXT,TI T/TAMPER PROOF MANHOLE FRAME AND COVER SHALL BE USED IN ALL EASEMENT AND OFF STREET AREAS r, W - BETWEEN KNOp(m115 STD. DRAWING NO. 110-SA/ST NO. 120 f FRAME IN NON -SHRINK wr GRADE RINGS (2",4",OR 6") MAXIMUM 12^ SET N NON -SHRINK GROUT f ANDARD ECCENTRIC " CONE MANHOLE (VARIABLE SECTION (VARIABLE i'-4') 5" MINIMUM MINIMUM 12" LEDGE (ONE REWIRED)2" MIN. FROM TOP OF i"/FF. SLOPE TW\ .! RPE TO MANHOLE J SECTICNI SMOOTH FINISH CHANNEL TO ..Tr' W MINIMUM CONCRETE 3/4 VERTICAL HEIGHT OF PIPE 12" MINIMUM OF N4I COMPACTED - A,� 72 MINIMUM BASE MATERIAL ' STANDARD MANHOLE CL-.wo?sllim DRAWING NO. 010 REVISED 02-03 Om eommRma°L M d PLAN PROPERTY LINE OR UMUTY EASEMENT. PIPE SM AS SPECIFIED -J SECURE 2X4 IN PLACE NOTES: PATCH AC TO GREATER OF 3" AGAINST PLUG W/ BACKFILL TO PREVENT PLUG BLOWOFF 1. ALL STEPS SHALL CONFORM TO THE STORM OR SANITARY FOR SETTLEMENT o OooO o�oo� 000 0 oDO o0 0 0 o 0 (Y° O D Qo 0 000° O o(] 0 0 DO O °O 00 00 O O�0 O O O00 00 b o 00 o OOo SEWER MAIN OO 000 00 O •4r;Si�'a •• NOTES: FIRMLY EMBEDDED. 3 ALL STEPS WITHIN A MANHOLE SHALL 1. FOR NEW CONSTRUCTION ALL SIDE SEWER AND SIDE STORM PIPEUNE i 95%COMPACTION CONNECTIONS TO 8" AND 10" MANS SHALL BE WITH FACTORY IF TOP SOL EXISTED PRIOR TO EXCAVATION. FABRICATED "TEE" FITTINGS UNLESS OTHERWISE APPROVED 2. PIPE MATERIAL SHALL BE ONE OF THE FOLLOWING 0 V00°OO QO° 0 A. PVC ASTM -30.74, ASTM -C-900 B. CONCRETE ASTM C-14, CUC. 2%4 -aUNDISTURBED DUCTILE IRON CLASS -50 UNDISTURBED -29GX COMPACTION STORM ONLY D. A-200 0 PVC ASTM 949 EARTH EARTH BELOW /B"OF MATERIAL E. PVC RIB MEETING ASTM D 1784 12" SURFACE \ F. CPP MEETING AASHTO 8252 I 3. ALL RPE BULL BE COLOR CODED. 1 •3/4- •19&RI(SHEP-� 1 1 -GREEN FOR SANITARY SIDE SEWERS -WHILE FOR STORM SDE PIPELINES MN s 3/4"-0 CRUSHED v. yt• L•ia a4~ 1/2 PIPE ROCK PIPE ZONE HEIGHT HEIGHT: TOTAL LENGTH OF 2X4 GROUND 0.D. PLUS B" 8a 2X4 IAT{t AS SHOWN ON APPROVED SET OF PLANS SURFACE MAGNETO MARKINGS TO FACE STREET TAPE 0-3/4- - OT# g Y � t2' e°°oO ° COLOR CODE SURFACE �\ PIPE BEDDING ° meq_ ° o so o ° Y (GREEN -SANITARY) o (WHITE -STORM) LIBEL MAGNETO TAPE WITH BLACK lET1ERNG "CAUTION 12" 1/2 PIPE O.D. PLUS a MIN. FOR PIPE WMA ,ER / THAN 18" SANITARY: SEWER BURIED BELOW." STORM: "CAUTION STORM DRAIN BURIED BELOW." PLACE 18" ABOVE TOP OF PIPE AND AGAINST 2X4. 1/2 PIPE O.D. PLUS 6^ MIN. FOR PIPE 18" AND LARGER SHALL BE SPECIFIED SEPERATELY AN PLACED PRIOR TO PLACEMENT OF BEDDING MATERIAL o°I), J,( 0 MINIMUM MOPE EOR L3/4"-0 PIPE ZONE R. 8 C PIPE = 0.010 MATERIAL AS SPECIFIED°° re9 4" PIPE .0.020 SUPPORT TEE WITH ED BDING GRAVEL, MINIMUM 2'0" WIDE ELEVATION SIDE SEWER / SIDE STORM PIPELINE REVISED 12-06 C., a -Sernc�s DRAWING N0. 520 ovT commalmovT i.d... NOTES: 1. ALL JOINTS AND RUBBER GASKETS SHALL RUBBER GASKET CONFORM M THE REQUIREMENTS OF " 0-433' LL 2. M FLAT TOP M MA HOLE SECTIONS SHALL CONFORM TO TIHEEMENTS OF ASTM C-478 Alm APPLICABLUCABLE PROVISIONS OF STANDARD (OPTIONAL) MANHOLE, DRAWING N0. 010. 3. STEPS REDREDE0 ON FLAT TO T P MANHOLES DEEPER THAN 48^. 64" DIA 4B" RUDER GASKET RUBBER GASKET FLAT TOP REINFORCEMENT OR STANDARD MANHOLE FLAT TOP REINFORCEMENT #6 BAR AROUND OUTSIDE OF OPENING #6 DIAGONALS BOTH SIDES OF OPENING /6 6. O.C. BOTH WAYS FLAT TOP MANHOLE C1eanWa�4ServiceS DRAWING NO. _ 050 REVISED 02-03 ovr eomm:mme:. deu. 1. PVC HUB SHALL CONFORM TO ASTM 3034, SDR 35 DRNE INTO CENTER OF RUBBER SLEEVE AFTER SLEEVE IS PLACED N HOLE. 2, STAINLESS STEEL BAND SECURES UPPER HALF OF RUBBER SLEEVE TO THE PVC HUB. STAINLESS STEEL BAND SHALL BE 300 SERIES, 9W BAND WIDTH, CADMIUM PLATED CARBON STEEL AND ATTACHED WTH HEX HEAD SLOTTED SCREW. 3. COMPLEIE RUBBER SLEEVE INCLUDES A MOLDED SEGMENT THAT HOLDS IT IN PLACE NOTE: 1. ALL INSERTA-TEE HOLES SHALL BE MACHINE DRILLED AND CORED. 2. INSERTA-TEE ARE ALLOWED IN NEWLY CONSTRUCTED SEWER MAINS 12" AND LARGER INSIDE DIAMETER (I.D.). 3. SEWER MAN SHALL BE TWO SIZES (NOMINAL I.D.) LARGER THAN THE INSERTA -TEE. 4. HOST PIPE SHALL BE MINIMUM .35" WALL THICKNESS. INSERTA-TEE geanWater Services DRAWNG NO. 530 _ REVISED t2 -as w*eommitmevT ::char. AS -BUILT DISCLAIMER: AS -BUILT INFORMATION IS BASED ON A COMBINATION OF FIELD SURVEY INFORMATION, SPOT INSPECTION INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. 3-3/8" FOR PLASTIC SAFETY STEP PLASTIC: MUST CONFORM WITH ASTM C-478. STEEL REINFORCING BAR MINIMUM 1/2" GRADE 60. MEETING REQUIREMENTS OF ASTM A615 ENCAPSULATED WITH INJECTION MOLDED COPOLYMER POLYPROPYLENE WITH SERRATED SURFACES MANHOLE STEP ©eanWater?Services DRAWING NO. 100 REVISED 02-03 o°T eommamev<i,P`,, CLASS "B" NOTES: PATCH AC TO GREATER OF 3" 'A SURFACE REBTORATION MOUND EXCESS NATIVE MATERIAL OVER TRENCH TO ALLOW 1. ALL STEPS SHALL CONFORM TO THE 8' MN. SAWCUT FOR SETTLEMENT o OooO o�oo� 000 0 oDO o0 0 0 o 0 (Y° O D Qo 0 000° O o(] 0 0 DO O °O 00 00 O O�0 O O O00 00 b o 00 o OOo REQUIREMENTS OF ASTM C-476. 2. MANHOLE STEPS MUST BE TIGHT AND OO 000 00 O •4r;Si�'a •• O FIRMLY EMBEDDED. 3 ALL STEPS WITHIN A MANHOLE SHALL 12' NATIVE TOP SOIL i 95%COMPACTION 90%COWACTION IF TOP SOL EXISTED PRIOR TO EXCAVATION. BE OF THE SAME DESIGN, TWE. AND 0 V00°OO QO° 0 - -- - - SURFACE -aUNDISTURBED NO E: 1. TEE CUT TO BE DONE AFTER EXCAVATION AND BACKFILL OF TRENCH. 2. SEE SM DRAWING NO. 590 FOR BEDDING. PIPE ZONE, AND TRENCH BACKFILL. UNDISTURBED -29GX COMPACTION SIZE. (MIXING OF UNMATCHED STEPS IS NOT PERMITTED). EARTH EARTH BELOW /B"OF MATERIAL SURFACE \ DEPTH •3/4- •19&RI(SHEP-� VARIES s 3/4"-0 CRUSHED v. yt• L•ia a4~ 1/2 PIPE ROCK PIPE ZONE 0.D. PLUS B" 0-3/4- tl 'e g Y � t2' e°°oO ° :1 e• �\ PIPE BEDDING ° meq_ ° o so o ° Y - b�.lLa�•'� f O 12" 1/2 PIPE O.D. PLUS a MIN. FOR PIPE WMA ,ER / THAN 18" TRENCH STABILIZATION: IF REWIRED, TRENCH STABIUZATION 1/2 PIPE O.D. PLUS 6^ MIN. FOR PIPE 18" AND LARGER SHALL BE SPECIFIED SEPERATELY AN PLACED PRIOR TO PLACEMENT OF BEDDING MATERIAL COPOLYMER POLYPROPYLENE PLASTIC 1/2" GRADE 60 REINFORCEMENT ° . A. 3-3/8" FOR PLASTIC SAFETY STEP PLASTIC: MUST CONFORM WITH ASTM C-478. STEEL REINFORCING BAR MINIMUM 1/2" GRADE 60. MEETING REQUIREMENTS OF ASTM A615 ENCAPSULATED WITH INJECTION MOLDED COPOLYMER POLYPROPYLENE WITH SERRATED SURFACES MANHOLE STEP ©eanWater?Services DRAWING NO. 100 REVISED 02-03 o°T eommamev<i,P`,, CLASS "B" CLASS "A" PATCH AC TO GREATER OF 3" 'A SURFACE REBTORATION MOUND EXCESS NATIVE MATERIAL OVER TRENCH TO ALLOW SPECIFIED 8' MN. SAWCUT FOR SETTLEMENT o OooO o�oo� 000 0 oDO o0 0 0 o 0 (Y° O D Qo 0 000° O o(] 0 0 DO O °O 00 00 O O�0 O O O00 00 b o 00 o OOo O O p°O0'b 0 °00 O° OO ANO 80 O o00°00 O OH OO 000 00 O •4r;Si�'a •• O ��' w '• 12' NATIVE TOP SOIL i 95%COMPACTION 90%COWACTION IF TOP SOL EXISTED PRIOR TO EXCAVATION. WITHIN 4W OF 0 V00°OO QO° 0 - -- - - SURFACE -aUNDISTURBED NO E: 1. TEE CUT TO BE DONE AFTER EXCAVATION AND BACKFILL OF TRENCH. 2. SEE SM DRAWING NO. 590 FOR BEDDING. PIPE ZONE, AND TRENCH BACKFILL. UNDISTURBED -29GX COMPACTION NATIVE EARTH EARTH BELOW /B"OF MATERIAL SURFACE \ DEPTH •3/4- •19&RI(SHEP-� VARIES s 3/4"-0 CRUSHED v. yt• L•ia a4~ 1/2 PIPE ROCK PIPE ZONE 0.D. PLUS B" g 3/4"-0 e°°oO ° °°'e 4Oo 0u° �\ PIPE BEDDING ° meq_ ° o so o ° Y 0 PC... f O 1/2 PIPE O.D. PLUS a MIN. FOR PIPE WMA ,ER / THAN 18" TRENCH STABILIZATION: IF REWIRED, TRENCH STABIUZATION 1/2 PIPE O.D. PLUS 6^ MIN. FOR PIPE 18" AND LARGER SHALL BE SPECIFIED SEPERATELY AN PLACED PRIOR TO PLACEMENT OF BEDDING MATERIAL NOTE: ALL COMPACTTION REQUIREMENTS PER AASHTO T-99 AND ODOT/APWA SPEC 00405. TRENCH BACKFILL DETAILS ©eanWa�r Services DRAWING NO. 590 REVISED 12-05 ovr commitmcvR N. clear. `J 0 SANITARY 24-3 4" NOTES: 1. SUBURBAN TWE NOT FOR USE IN TRAFFIC AREAS OF COLLECTOR AND ARTERIAL STREETS 2. COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-48 CLASS 30. 3. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. 4. NOTCH LID FOR LIFTING HOOK. SUBURBAN AND STANDARD MANHOLE FRAME AND COVER a I, Services DRAWING. NO. 110 SANITARY REVISED 12-06 °aT°°mm;lma°R 1..1 - TAO( ALL UP ED MATERIAL PATCH AC TO GREATER OF 3" THICKNESS OR EXISTING W + 12" MIN. 8' MN. SAWCUT 8"MIN EXISTING AC o OooO o�oo� 000 0 oDO o0 0 0 o 0 (Y° O D Qo 0 000° O o(] 0 0 DO O °O 00 00 O O�0 O O O00 00 b o 00 o OOo O O p°O0'b 0 °00 O° OO ANO 80 O o00°00 O OH OO 000 00 O O° ° O OO'T0 O O 000O ° X00" C 00000 00 O EXISTING O 0 00 BASE ROCK OOO 0 0000 o O 0 CRUSHED ROCK 0 O D00 O 000000000 0 00 0O 0 V00°OO QO° 0 1 ' T RPE ZONE BEDDING NO E: 1. TEE CUT TO BE DONE AFTER EXCAVATION AND BACKFILL OF TRENCH. 2. SEE SM DRAWING NO. 590 FOR BEDDING. PIPE ZONE, AND TRENCH BACKFILL. T -CUT ASPHALT DETAILS C9eanwt�servioes DRAWING NO. 600 REVISED 12-06 0.T a ilmmL I. l u. OBI JOB NUMBER 4294 SHEET C302 d, a ILI �-ewe--- a d. i II d I � SHEET C301 TMIN PUBLIC ROW SEE z p, r I I I I I 1 I I I I 000 0 L iv TRACT B I / ( SW VENTURA DRIVE SAN MH F2 (SS25D168) - - PUBLIC STORM LATERALS, SEE SLEET 0301 - - - - - V/nco 0 c 4@ IN 6 I 5 LOT 7 PRIVATE SANITARY SEWER KEYED NOTES: C1 INSTALL 4' PVC PIPE: L=5.00 FT S=0.2140 FT/FT C2 INSTALL SANITARY SEWER CLEANOUT: RIM: 287.26 IE: 262.27 C3 INSTALL 4' HDPE RPE: L=78.24 FT S=0.2878 FT/FT ® INSTALL SANITARY SEWER CLEANOUT: RIM: 268.89 IE: 259.75 C5 INSTALL 4' HDPE PIPE: L=49.92 FT S --0.3D17 FT/FT ® CONNECT 4- PRIVATE SANITARY TO NEW 4' PUBUC LATERAL SEE SHEET C301 FOR LATERAL IE. SCALE 1" = 10 FEET 10 0 4 6 8 10 LOT 6 PRIVATE SANITARY SEWER KEYED NOTES: B1 INSTALL 4' PVC PIPE: L=5.00 FT S --0.2D00 FT/TT B2 INSTALL SANITARY SEWER CLEANOUT: RIM: 287.36 IE: 282.42 83 INSTALL 4' HOPE PIPE: L=76.23 FT S=0.3017 FT/FT 64 INSTALL SANITARY SEWER CLEANOUT: RIM: 268.97 E 259.42 BS INSTALL 4' HOPE PIPE L=51.93 FT S=0.2827 FT/FT ® CONNECT 4' PRIVATE SANITARY TO NEW 4' PUBUC LATERAL SEE SHEET C3D1 FOR LATERAL IF AS -BUILT DISCLAIMER: AS -BUILT INFORMATION IS BASED ON A COMBINATION OF FIELD SURVEY INFORMATION, SPOT INSPECTION INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. PRIVATE SANITARY SEWER SYSTEM NOTES 1. THE FOLLOWING STANDARD SPECIFICATIONS ARE INCORPORATED FOR REFERENCE ALL MATERIALS AND WORK SHALL CONFORM TO APPLICABLE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE TIBCI. UNIFORM PLUMBING CODE (UPC), CLEAN WATER SERVICES DESIGN AND CCAISTRUC11ON STANDARDS, WASHINGTON COUNTY CODE AND SPECIFICATIONS, AND THE AMERICAN PUBU WORKS ASSOCIATION. 2. All SANITARY SEWER SYSTEMS SHALL BE CLEANED AND FLUSHED. SEDIMENT, ROCK, AND OTHER DEBRIS SWILL BE COLLECTED AND DISPOSED OF IN A PROPER MANNER. IN NO CASE SHALL DEBRIS BE FLUSHED DOWN A STORM OR SANITARY SEWER FOR DISPOSAL 3. SANITARY SEWER PIPE SHALL BE OF THE SIZE AND TYPE NOTED ON THE PIANS. 4. INSTALLATION OF THE SANITARY SEWER SHI BE PERFORMED ACCORDING TO THE STANDARD PRACTICE. ALL BACKFILL IN TRAFFIC OR HARD SURFACE AREAS SHALL BE 3/4"-0" COMPACTED CRUSHED ROCK, COMPACTED TO 95% ASTM D-698 PER DETAIL 5. CONTRACTOR TO COORDINATE THE RELOCATION OF DRY UTILITIES (CABLE, PHONE, GAS, POWER, ETC.) AS NECESSARY. 6. POLYVINYL CHLORIDE (PVC PIPE (MINIMUM 2 -FT COVER) SHAT CONFORM TO THE REQUIREMENTS OF ASTM D-3034, SDR 35 (4--15"), ASTM F-697 SDR 35 (18"-241, AND/OR ASTM C-900 D-174DRIB �4"-12', ASTM C-905 D-1784DR18 (i6--24'). GASKETS STALL CONFORM TO THE REQUIREMENTS OF ASTM C-477 AND ASTM D-3212. 7. DUCTILE IRON (DI) (MINIMUM 0.5 -FT C04ERI PIPE SHALL CONFORM TO THE REQUIREMENTS OF ANS A21.50-1 OR AWWA C150-1, CEMENT UNED PUSH ON JOINT. THE MINIMUM THICKNESS CLASS SHALL BE CLASS 50 (12 AND LESS) AND CLASS 51 (14' AND GREATER). 8. ALL SANITARY SEWER PIPES SHALL BE INSTALLED WITH TRACER WIRE. 0 GAUGE, INSULATED COPPER, OR HEAVER, GREEN N COLOR OR APPROVED MATERIALS). THE TRACER WIRE SHALL RUN THE FULL LENGTH OF PIPE AND TO THE TOP OF STRUCTUR AT THE END OF THE PIPE RUN. 9. ALL SANITARY SEWER PIPING WITHIN 5 FEET OF BUILDINGS SHALL BE IN ACCORDANCE WITH BUILDING AND PLUMBING PLANS. 10. SANITARY SEWER PIPES SHALL BE PROVIDED WITH A CLEANOUT AT ITS UPPER TERMINAL AND EACH RUN OF PIPING, WHICH IS MORE THAN ONE HUNDRED (100) FEET IN TOTAL DEVELOPED LENGTH, SHALL BE PROVIDED WITH A CLEANOUT FOR EACH ONE HUNDRED 100 FEET, OR FRACTION THEREOF, IN LENGTH OF SUCH PIPING. ADDITIONAL CLEANOUTS STALL BE PROVIDED FOR EACH AGGREGATE CHANGE IN HORIZONTAL DIRECTION EXCEEDI G 35 DEGREES ALL REQUIRED CLEANOUTS MAY NOT BE SHOWN ON PLANS. 11. ALL PRIVATE SANITARY SEWER PIPES SHALL BE TESTED AND INSPECTED PER IBC/UPC REQUIREMENTS. CONTRACTOR IS RESPONSIBLE FOR COORDINATING INSPECTIONS WITH THE APPROPRIATE JURISDICTION'S INSPECTOR. 12. THE RESPONSIBILITY FOR CONSTRUCTION OF SITE UTILITIES SHALL BEGIN AT A POINT 5' OUTSIDE THE BUILDING SLAB. 13. UTIUTIES SHOWN ARE DRAWN SCHEMATICALLY. UTILITY PLANS MAY NOT REFLECT THE ACTUAL SPACING AND HORIZONTALVERTICAL LOCATION OF NEW OR EXISTING UTILITIES PLANS DO NOT SHOW ALL BENDS, REDUCERS, WYES, GASKETS, CLEANOUTS, FITTINGS, AND STRUCTURES CONTRACTOR IS ESPONSBLE FOR MATERIALS AND LABOR NECESSARY TO CONSTRUCT UTILITIES SHOWN AS INTENDED IN ACCORDANCE WITH APPLICABLE MANUFACTURER, LOCA_, STATE, AND FEDERAL REQUIREMENTS. 14. CONTRACTOR STALL COORDINATE CONSTRUCTION TO PREVENT ELEVATION CONFLICTS. 15. WATER TESTING OF THE SANITARY SEWER IS ONLY ALLOWED IF THE ENTIRE PIPING SYSTEM IS EXPOSED TO VIEW AND NOT COVERED IN ANY WAY. 16. CONTRACTOR IS RESPONSIBLE FOR SUPPLYING THE PROJECT ENGINEER WITH COPIES OF VIDEO UNE INSPECTION AND PROOF OF COMPACTION TESTING OF BACKFILL 17. ABANDONED SANITARY SEWER LINES SHALL BE REMOVED IN THEIR ENTIRETY OR FULLY GROUTED. INSPECTION IS REQUIRED. 18. INSTALL 2X4 LATERAL STUBS AT THE END OF PRIVATE LATERALS COLOR CODE SURFACE IS TO BE GREEN AND STUB MUST BE A MINIMUM OF 36' ABOVE GROUND SURFACE c U U N w U r a Q V Z y i98 Z J N Z W Yd��a o ////�� Z Vi W s Lu ac H /A 0 m ri J � _ �- o wmo wCh o Lu Q N Ft N ' m Y / • O YZ� Q G o a� pgj Q� r Z Z -= a cncc LU LU aw > cn ix a JOB NUMBER 4294 SHEET C303 AS -BUILT DISCLAIMER: AS -BUILT INFORMATION IS BASED ON A COMBINATION OF FIELD SURVEY INFORMATION, SPOT INSPECTION INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. GRANULAR BACKFILL NATIVE BACKFILL SURFACE MOUND -I- NATIVE MATERIAL RESTORATION AS OVER TRENCH TO ALLOW FOR REQUIRED SETTLEMENT (4' MAX.). GRADE FLUSH WHEN TRENCH BACKFl STABIU7ES. 8"t ^ 127 NATIVE TOP SOL IF COMPACT TO 92$ VPERAASHTO O 85% TOP SOIL EXISTED PRIOR F MAX DRY DENSITY TO EXCAVATION. UNDISTURBED DENSITY PER T-180STH AASHTD T-780ED _UND�RTMBED VE COMPACTED MATERIPLZ -� BACKFILL DEPTH VARIES SIC --0 CRUSHED ROCK TRACER WIRE AS REQUIRED 3/4°-0 CRUSHED ROCK /2 PIPE O.D. PIPE ZONE PLUS 12' MIN 0 ABOVE BELL 1/2 PIPE O.D. - 3/4 O 'c• — PLUS 6" MIN PIPE BEDDING SEE CLEARANCE TABLE BELOW BELL (TYPICAL BOTH SIDES) - STABLE SUBGRADE OR TRENCH STABILIZATION AS REQUIRED 24' MINIMUM (TICAL BOTH SIDES) CLEARANCE TABLE MULVPIE PIPE INSTABA➢ONS NOM. PIPE MINI DIAMETER CLEARANCE SO' 1 1Y-16' tY/78' 18'-21' 18'/24 24'-30' 1 DIAMETER SPACE BEI- PIPES TS(I' 24 UP TO 21 NOTES 1. GRANULAR BACKFILL REQUIRED UNDER ALL EXISTING OR FUTURE IMPROVED AREAS INCLUDING SIDEWALKS 2. WHERE NEW PIPING IS IN SAME ALIGNMENT AS EXISTING PIPING, THE PIPE EMBEDMENT SHALL EXTEND TO A MINIMUM OF 6" BELOW THE NEW PIPING OR 6' BELOW EXISTING PIPING, WHICHEVER IS DEEPER. 3. FOR FLEXIBLE PIPE, BOTTOM OF TRENCH SHORING SHALL BE ABOVE SPRINGLINE AND UNDER THE PIPE HAUNCHES TRENCH BACKFILL NTS SEE BOX AND COVER WATERTIGHT THREADED PIPE NOTES BELOW PLUG PATH SQUARE NUT FINISH GRADE IF 2' (TYPICAL) SOCKET AND THREAD ADAPTOR PROVIDE 3/4"-0 CRUSHED ROCK FOR A MINIMUM OF - 6" AROUND CLEANOUT l 22 1/2' BEND PLAIN END PIPE, 8' MIN. LENGTH i 22 1/2' BEND � ^_�COMPACTEO CRUSHED ROCK FLOW WYE PIPE BEDDING 1. CLEANOUT RISER SHALL BE SAME SIZE (6" MAX RISER DIAMETER) AND MATERIAL AS LATERAL PIPE. 2. CLEANOUT PIPE SHALL BE LEFT 18" ABOVE EXISTING GRADE UNTIL ALL CURBS ARE INSTALLED AND PRIVATE UTILITY TRENCHES ARE BACKHLLED. CLEANOUTS SHALL THEN BE SET FLUSH PATH FINISH GRADE. 3. TRAFFIC AREA CLEANOUT SHALL BE 8'X$' CAST IRON FRAME AND COVER, OLYMPIC M1007 OR APPROVED EQUAL 5. NON -TRAFFIC AREA CLEANOUT: CARSON MODEL 910 T -COVER OR APPROVED EQUAL (GREEN FOR SEWER, GRAY FOR STORM) 6. ALL STORM SEWER LIDS TO READ 'STORM" OR "C/0". 7. ALL SANITARY SEWER UDS TO READ 'SEWER" CLEANOUT NTS m Ill W ¢ W ~ a a� z� Ey > z 4 _ o s dal ,nF��✓� � ? W ,osug LTi I C7 ¢ ego: Imo W 4 Z9 Vi W �N of a ^� y.j O Who W U)LA 3 Lu Q N �N m Q O L/ o r W LLI V LV V / r Q Z r W cno LW r Q Mme_ I.L. a DRAIN BY: ,ARA JOB NUMBER 4294 SHEET C304 w U � OAK STREET ESTATES NO. 2 as n WATER CONSTRUCTION PLANS��e qsq� zN wN �� Z ¢z it z N Q C oz`s E $ mg�,�n m C7 Q SITE MAP 1"=100' SHEET INDEX C400 - WATER COVER SHEET C401 - WATER PLAN C402 - WATER DETAILS AS -BUILT DISCLAIMER: AS -BUILT INFORMATION IS BASED ON A COMBINATION OF FIELD SURVEY INFORMATION, SPOT INSPECTION INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. WATER SYSTEM NOTES 1. ALL WORK AND MATERIALS SHALL COMPLY NTH ALL APPLICABLE COUNTY CODES AND STANDARDS, THE OREGON STATE HEALTH DIVISION ADMINISTRATION RULES, A.W.W.A. STANDARDS, AP.W.A. STANDARDS, AND TUALATIN VALLEY WATER DISTRICT STANDARDS 2 WATER MAINS SHALL BE PUSH -ON DUCTILE IRON PIPE THAT IS CEMENT -MORTAR LINED, SHALL CONFORM WITH ANSI A21.6 AND ANSI A21.11, AND SHALL BE U.S. MON JOINT PIPE, AS MANUFACTURED BY UNITED STATES PIPE AND FOUNDRY COMPANY AND PACIFIC STATES CAST IRON COMPANY, OR AS APPROVED. THE TYPE AND THICKNESS CLASS SHALL BE PIPE CLASS 52 FOR PIPE DIAMETERS OF 10' AND SMAUER PIPE CLASS 51 FOR PIPE DIAMETERS BETWEEN 12' AND 16', AND PIPE CLASS 50 FOR DIAMETERS OF 18' AND LARGER. THE RUBBER RING GASKETS SHALL CONFORM TO ANSI A21.11, AND SHALL BE FURNISHED VATH THE PIPE. A NON-TOXIC VEGETABLE SOAP LUBRICANT SHALL BE SUPPLIED FROM THE PIPE MANUFACTURER IN SUFFICIENT QUANTITIES FOR INSTALLING THE PIPE FURNISHED. 3. ALL PIPE SHALL HAVE MINIMUM COVER OF THREE -FEET BELOW THE FUTURE FINISH GRADES IN EASEMENTS AND STREET RIGHT-OF-WAYS 4. ALL VALVES SHALL BE PER TVWD WATER SYSTEM STANDARDS AND COUNTY CODES, STANDARD DETAILS, AND DRAWINGS. 5. ALL WATER SERVICES AND METERS ARE TO BE SET BY THE TUALATIN VALLEY WATER DISTRICT 6. ALL FIRE HYDRANTS SHALL BE PER TVWD WATER SYSTEM STANDARDS AND COUNTY CODES, STANDARD DETAILS, AND DRAWINGS. 7. ALL TEES, ELBOWS, BENDS, AND BLOW -OFF LOCATIONS SHALL BE MECHANICALLY RESTRAINED, UNLESS OTHERWISE SHOWN IN TUALATIN VALLEY WATER DISTRICT STANDARDS. 8. ALL SANITARY SEWER LINES WTIHIN 10 FEET LATERALLY OR 18 INCHES VERTICALLY OF A WATER MAIN SHALL BE ENCASED M CONCRETE, OR CONSTRUCTED OF DUCTILE IRON PIPE WITH WATERTIGHT JOINTS 9. ANY CROSSING OF WATER MAIN BY SANITARY SEWER SHALL BE MADE AT APPROXIMATELY 90 DEGREES AND HAVE 18 INCHES OF VERTICAL CLEARANCE OR SANITARY SEWER SHALL BE CONSTRUCTED OF DUCTILE IRON WATER PIPE NTH WATERTIGHT JOINTS FOR A DISTANCE OF 9 FEET FROM BOTH SIDES OF THE WATER LINE AND ENCASED IN CONCRETE. 10. JOINT DEFLECTION ALLOWED ONLY WITH THE APPROVAL OF THE PROJECT ENGINEER AND INSPECTOR AND BE PER TUALATIN VALLEY WATER DISTRICT STANDARDS 11. IF REQUIRED, OREGON STATE HEALTH DIVISION BACTERIOLOGICAL TESTS STALL BE TAKEN BY THE TUALATIN VALLEY WATER DISTRICT. 12. HYDROSTATIC TESTS SHALL CONFORM WITH ALL APPUCABLE CODES AND BE MONITORED BY THE INSPECTOR OR PROJECT ENGINEER. 13. DISINFECTION: PIPEUNES SHALL BE FLUSHED AND DISINFECTED BEFORE PLACING INTO SERVICE, AFTER PERFORMING HYDROSTATIC TESTING. DISINFECTION SHALL CONFORM WITH ALL APPLICABLE CODES. DISCHARGING OF THE HIGHLY CHLORINATED WATER USED FOR DISINFECTICN SHALL NOT BE DISCHARGED INTO SURFACE WATERS. APPUCABLE FEDERAL, STATE, AND LOCAL REGULATIONS CONCERNING DISCHARGE SHALL BE FOLLOWED. TESTING AND INSPECTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES. 14. PRIOR TO TAPPING INTO EXISTING WATER MAINS, THE CONTRACTOR WILL CONTACT THE TUALATIN VALLEY WATER DISTRICT INSPECTOR. 15. ALL WATER MAIN PIPES AND APPURTENANCES SHALL BE ENCASED IN POLYETHYLENE WRAP CONFORMING TO THE REQUIREMENTS OF ANSI/AWWA C105/A21.5, THE STANDARD FOR POLYETHYLENE ENCASEMENT FOR DUCTILE IRON PIE SYSTEMS. 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 OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CALLING 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT LEAST TWO BUSINESS DAYS BUT NOT MORE THAN TEN BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 503-246-6699. a Ill II Hcn ON NiJ o WmoLl 3 Lu Ch o W a nl CV m cf) O �Z�i a o O �aR o V - r W TW i N cc `W O U cc W` r a JOB NUMBER 4294 SHEET C400 TAX LOT 9700 TAX MAPS 1 36M II , I . -, I I -(- TAX LOT 9300 H I LOT 19_TAX_ LOT 10200 I ' TAX MAP 1S 1 36AA 1 I) ; LOT 15 TAX MAP 1S 1 36AA TRACT B 10. CONTRACTOR TO COORDINATE WITH LICENSED PLUMBER TO INSTALL III STA 10+11.05 (8.0872) SW LOCUST STREET PRIVATE 1 1/4" DIAMETER PIX WATER UNE PER PLUMBING CODE I 1i TAX LOT 9600 E I II j TAX LOT 9400 TAX MAP 15 1 36AA TAX LOT 9500 LOT 18 1..-'• �• I' I I • TAX MAP 1S 1 36AA " TAX MAP IS 1 36Aa) LOT 17 T / — LOT 16 51 ® r I, P 11. EXTEND PRIVATE WATER UNE SNB TO 5 OUTSIDE PROPOSED AC I I ■ I I I' 3 6 11 10 TAX LOT 300 TAX MAP 1S 1 36AA 2 2 3 I 10 IWATA 1 •�• O 4 VERTICALLY DEFLECT WATER MAIN TO 4.8' OF COVER N CROSS JRA \�wSW 69TH AV NUE —-22�_ P APPROVED "OAK STREET ESTATES" j SUBDIVISION (SUB 2014-001) 330 325 320 315 310 305 300 295 290 295 zeo TAX LOT 2400 TAX MAP LOT 15 250D Lu ;�I 0518800 TAX LOT 8600 I LOT 10 TAX MAP LOTSai 36AA \y;Ia� rII TAX LOT 8700 (yT} TAX MAP 1S 1 36AA ~ TAX LOT 2500 LOT 9 (j W - TAX MAP 1S 1 25DD > I LOT 16 I ,I I' O o s 7 I / I ++ TAX LOT 2600 TAX MAP 1S 1 25M srx s*w sm -i LOT 17 6 ii �snt sm I I � . I TAX LOT 5 �"A A _No 2700 • I TAX MAP 1S 0 00 1 25DD I LOT 18 �. I I °SII — — — — — —0— — -0 0 I .I TAX LOT 2800 TAX MAP 0T 19 25DD DUSTIN' GROUND AT PIPE 0 NTERUNE FlNISHE GRADE AT PIPE TERUNE CONNECT TO EXISTING WA , :AL DEF A.STA OH24.0 WAT A STORM NG STORM N CRO SING CR NG CROSSI G -- CONNECT 704 NG WATER M N —�SANII�1'ARY-tAiER CACD MAICROSSING ST 1+85.00 WA A MOSSING PUBLIC WATER A HORZ: 1" = 30' ____...-... VERT: 1" = 10' ALL PROFILE ELEVATIONS BASED ON PIPE CENTERLINE UNLESS OTHERWISE NOTED AS—BUILT DISCLAIMER: AS—BUILT INFORMATION IS BASED ON A COMBINATION OF FIELD SURVEY INFORMATION, SPOT INSPECTION INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. 330 325 320 315 310 305 300 295 290 285 + + + �+� Q SCALE 1" = 30 FEET KEYED II I I ;0 ISI° 10 I ' 10. CONTRACTOR TO COORDINATE WITH LICENSED PLUMBER TO INSTALL DUSTIN' GROUND AT PIPE 0 NTERUNE FlNISHE GRADE AT PIPE TERUNE CONNECT TO EXISTING WA , :AL DEF A.STA OH24.0 WAT A STORM NG STORM N CRO SING CR NG CROSSI G -- CONNECT 704 NG WATER M N —�SANII�1'ARY-tAiER CACD MAICROSSING ST 1+85.00 WA A MOSSING PUBLIC WATER A HORZ: 1" = 30' ____...-... VERT: 1" = 10' ALL PROFILE ELEVATIONS BASED ON PIPE CENTERLINE UNLESS OTHERWISE NOTED AS—BUILT DISCLAIMER: AS—BUILT INFORMATION IS BASED ON A COMBINATION OF FIELD SURVEY INFORMATION, SPOT INSPECTION INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. 330 325 320 315 310 305 300 295 290 285 + + + �+� Q SCALE 1" = 30 FEET KEYED PUBLIC WATER NOTES: QQ KEYED PRIVATE WATER NOTES: 30 0 12 to u 6D 1. STA 21+88.81 (110R) SW 69TH AVENUE 10. CONTRACTOR TO COORDINATE WITH LICENSED PLUMBER TO INSTALL STA 10+11.05 (8.0872) SW LOCUST STREET PRIVATE 1 1/4" DIAMETER PIX WATER UNE PER PLUMBING CODE REMOVE EXISING BLOW–OFF VALVE ASSEMBLY FOR FUTURE CONNCECTION TO WATER METER. BACKFILL PRIVATE AND CONNECT TO EXISTING WATER UNE NTN CLASS B BACKFILL 2. INSTALL 161 LF 8" WATER MAIN 11. EXTEND PRIVATE WATER UNE SNB TO 5 OUTSIDE PROPOSED AC AND CAP FOR FUTURE CONNECTIONS. 3. VERTICALLY DEFLECT WATER MAIN TO 5.6' OF COVER TO CROSS UNDERNEATH STORM LATERAL DESQU BY: JRA 4. VERTICALLY DEFLECT WATER MAIN TO 4.8' OF COVER N CROSS JRA UNDERNEATH STORM LEAD DRANK �' amcm eY: PAS 5. STA 11+77.28 (7.96'R) SW LOCUST STREET REMOVE EXISTING BLOW AS NOTED OFF VALVE AND CONNECT INTO EXISTING a" WATER MAIN DATE: 211412017 6. CONNECT EXISTING WATER SERVICE UNE N NEW DUAL WATER SERVICE METER BOX \5 1N 7. CONNECT EXISTING WATER SERVICE UNE TO NEW SINGLE WATER PES SERVICE METER BOX B. INSTALL 1" SINGLE WATER SERVICE METER (TYP) +4N�•R H• 9. INSTALL 1" DUAL WATER SERVICE METER (TYP) RENEMAI DATE: 6/30/17 NOTES: Esau P CONTRACTOR TO POTHOLE EXISTING UTILITY TO DETERMINE PIPE INVERT ELEVATION PRIOR N STARTING CONSTRUCTION AND ORDERING MATERIALS. CONTACT PROJECT ENGINEER IF CONFLICT OR JOB NUMBER DISCREPANCY WITH PLANS EXISTS. 4294 1. MAINTAIN 6' SEPARATION FROM WATER MAIN AND CURB UNLESS OTHERWISE SPECIFIED. SHEET C401 STRAP/SLING ::f�PIPE WRAP OO PE ENCASE/MENT OO 6" CLASS "B" BACKFILL V 2' TWO LAYERS OF TAPE WRAPPED ALL THE WAY AROUND 1. CUT THE POLYETHYLENE TUBE TWO FEET LONGER THAN PIPE AND SLIP OVER PIPE AS SHOWN. 1. SPREAD THE POLYETHYLENE TUBE AS SHOWN SO THAT ENOUGH IS LEFT TO PROVIDE A ONE FOOT OVERLAP AT EACH END OF PIPE 2. TAKE UP SLACK IN THE TUBE ALONG THE PIPE BARREL, MAKING A SNUG BUT NOT TIGHT FIT. FOLD OVER ON TOP OF PIPE AND SECURE IN PLACE WITH 2—LAYERS OF CIRCUMFERENTIALLY WRAPPED TAPE ABOUT TWO FEET ON CENTER. (PE SHOWN LOOSE FOR CLARITY) 3. LOWER PIPE INTO TRENCH, BEING SURE THAT THE POLYWRAP IS NOT DAMAGED, AND MAKE UP JOINT. 4. PULL POLYETHYLENE FORWARD FROM PREVIOUS JOINT OVER THE BELL AND SECURE IN PLACE AS SHOWN. 5. PULL POLYETHYLENE FROM NEW PIPE OVER THIS SAME BELL, PROVIDING A DOUBLE LAYER OF POLYETHYLENE AND SECURE IN PLACE AS SHOWN. Tualatin Valley Water District 61GNED:SEA PE BAG INSTALL DATE: 91152015 APPR-ED3ID MODIFIED DIPRA WET DETAIL 1850 SW 170th Ave. Beaverton, OR 97003 TRENCH METHOD 2 (503)846-3000 www SCALE'. NONE I PLANTER ;'LATH ON PROPERTY LINE AT PUE. 1g' o, SEE NOTE 1. z LSI I < ¢ PROPERTY LINE _ _ w � SIDEWALK PROPERTY CORNER. I SEE NOTES 2 AND 31 PUBLIC UTILITY �— PROPERTY UNE AND PLAN EASEMENT LOT NUMBERS MARKED ON FACE OF CURB. SEE NOTE 1. ELEVATION PER CURRENT PER CURRENT PLUMBING CODE METER BOX AND SERVICE'PLUM -�I� INSTALLATION BY TVWD —I w I* TYPE "K" SOFT COPPER TUBING— I1 —CURB STOP UUU U—BRANCH NOS: 1. DEVELOPER'S SURVEYOR SHALL SET A LATH AT THE INTERSECTION OF THE PROPERTY LINE AND THE PUBLIC UTILITY EASEMENT. DEVELOPER'S SURVEYOR SHALL ALSO MARK THE PROPERTY LINE AND LOT NUMBERS ON THE FACE OF CURB NTH WHITE PAINT. 2. IF PROPERTY CORNER MONUMENTS HAVE NOT BEEN SET AT THE TIME OF WATER SERVICE INSTALLATION, THE DEVELOPER'S SURVEYOR SHALL SET A LATH AT THE PROPERTY CORNER LOCATION ON THE RIGHT—OF—WAY LINE. 3. ORS 92.044(7) PROHIBITS LOCATING ANY UTILITY INFRASTRUCTURE 1WTHIN 1 FOOT OF A SURVEY MONUMENT. DEVELOPER SHALL PAY FOR ANY RELOCATION OF SERVICES AND/OR METER BOXES FOUND TO FALL WITHIN 1 FOOT OF A SURVEY MONUMENT LOCATION. Tualatin Valley Water DistdCt DESIDelm: PW DUAL WATER SERVICE DATE: 6/1/2012 f\ a„ 7 APPRD9ED n1PX TYPICAL INSTALLATION DETA L 19 so sw 170thA . Bea to%OR 97006 WITH PLANTER STRIP I 7PD (503) 642-1511 www.awd. s SCALE: NONE AS -BUILT DISCLAIMER: AS -BUILT INFORMATION IS BASED ON A COMBINATION OF FIELD SURVEY INFORMATION, SPOT INSPECTION INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. Y 18" z 24" U• PLANTER ¢ PROPERTY UNE _ w LATH ON PROP. SIDEWALK �!:IPROPERTY UNE AT PUE. SEE NOTE 1. CORNER. I PROPERTY UNE AND I SEE NOTES 2 AND 3{ LOT NUMBERS MARKED PUBLIC UTILITY ON FACE OF CURB. EASEMENT SEE NOTE 1. PLAN s ELEVATION \ METER BOX AND SERVICE 1 PER CURRENT INSTALLATION BY TVWD ` PLUMBING CODE 7' 2" CURB STOP 1' TYPE "K" SOFT METER COPPER TUBING I1Q7E% 1. DEVELOPER'S SURVEYOR SHALL SET A LATH AT THE INTERSECTION OF THE PROPERTY UNE AND THE PUBLIC UTILITY EASEMENT. DEVELOPER'S SURVEYOR SHALL ALSO MARK THE PROPERTY LINE AND LOT NUMBERS ON THE FACE OF CURB WITH WHITE PAINT. 2. IF PROPERTY CORNER MONUMENTS HAVE NOT BEEN SET AT THE TIME OF WATER SERVICE INSTALLATION, THE DEVELOPER'S SURVEYOR SHALL SET A LATH AT THE PROPERTY CORNER LOCATION ON THE RIGHT—OF—WAY LINE. 3. CRS 92.044(7) PROHIBITS LOCATING ANY UTILITY INFRASTRUCTURE WITHIN 1 FOOT OF A SURVEY MONUMENT. DEVELOPER SHALL PAY FOR ANY RELOCATION OF SERVICES AND/OR METER BOXES FOUND TO FALL WITHIN 1 FOOT OF A SURVEY MONUMENT LOCATION. Tualatin Valley Water District DE810NED: PDB S LE WA R DATE: 6/1/2012 SERVICE TYPICAL DETAIL 4_4111!�^ APPROWO*MFK INSTALLATION WITH 1850 SW 170th Ave. Beaverton, OR 97006 SCAB. NONE 7P (503)642-1511 _Avwdorg PLANTER STRIP CLASS "A" NATIVE BACKFILL I CLASS "B" GRANULAR BACKFILL AC PAVEMENT REPLACEMENT. SEE NOTE 4. MOUND EXCESS MATERIAL TO ALLOW 6" MIN. SEE NOTE 4. FOR SETTLEMENT. CONTRACTOR I SAWCUT CLEAN EDGE FOR SHALL RESTORE ALL LANDSCAPING AC PAVEMENT REPLACEMENT. TO PRE—EXISTING CONDITIONS. i SAND SEAL JOINT. EXISTINGz XISTING GROUND afill C PAVEMENT N ROADWAY I I1 BASE CLASS "A" NATIVE % CLASS "B' 3/4--0- BACKFILL CRUSHED ROCK J\ GRANULAR BACKFILL PIPE ZONE /\PIPE OD 6" PIPE BASE TYP. TYP. 24" MIN. Ii41F.S 1. PIPE ZONE MATERIAL SHALL BE 3/4"-0" CRUSHED ROCK GRANULAR BACKFILL COMPACTED TO 95% OF AASHTO T-99. 2. CLASS "A" NATIVE BACKFILL MAY ONLY BE USED OUTSIDE OF PAVED AREAS AND REQUIRES DISTRICT APPROVAL. BACKFILL SHALL BE COMPACTED TO 90% OF AASHTO T-99 IN LIFTS NOT EXCEEDING 18" (LOOSE MEASURE). 3. CLASS "B" 3/4"-0" CRUSHED ROCK GRANULAR BACKFILL SHALL BE USED WITHIN PAVED AREAS. BACKFILL SHALL BE COMPACTED TO 95% OF AASHTO T-99. 4. SAWCUT WIDTH AND AC PAVEMENT REPLACEMENT SHALL BE PER APPLICABLE JURISDICTIONAL REQUIREMENTS. 5. IF THESE SPECIFICATIONS CONFLICT WITH THE SPECIFICATIONS OF ANOTHER APPLICABLE JURISDICTION, THE MORE STRINGENT SPECIFICATION SHALL GOVERN. Tualatin Valley Water District DESIGNED: P DATE: &112012 TYPICAL TRENCH DETAIL APPRI')VED: MFX 1850 SW 170th Ave. Beaverton. OR 97006 :N«� BACKFILL 10 (503)642-1511 www.tvwd.org $ JOB NUMBER 4294 SHEET C402