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EEE 443 i 411 CommunicationORLighting ns eerLrElectricali neFFloor DiagramDoloei oat rgaPri Planl Diagram amn a n 0 • . ' ''' .,.. . ••_,......,... •••,...........,..,-;-.',.--..„,:•':--.---,,:,-.,-•....;•:.•::. ---- .. . . ... .. . EPmlIEEPeuE221cm51.t11.'1 rlhi cal n:P Specificationso wei ab .Plumbing FIoo r PSlacnhedules View from Southeast . .. . • ENERGY ANALYSIS CODE ANALYSIS COPYRIGHT 2017 This document Is an instrument of service,and as such,remains the property of the Architect. APPLICABLE CODES; Permission for use of this document is limited 2014 OEESC I CHAPTER 5!COMMERCIAL ENERGY EFFICIENCY REQUIREMENTS . and can be extended only by written agreement CLIMATE ZONE 40 2014 OSSC-OREGON STRUCTURAL SPECIALTY CODE(BASED ON 2012 IBC) with vega architecture!lc BUILDING ENVELOPE REQUIREMENTS--OPAQUE ASSEMBLIES(OEESC TABLE 502,1.1) 2014 OPSC OREGON PLUMBING SPECIALTY CODE 2014 GMSC-OREGON MECHANICAL SPECIALTY CODE REQUIRED: PROVIDED: 2014 OEESC-OREGON ENERGY EFFICIENCY SPECIALTY CODE ROOFS R-20 ci R-30 ci 2014 OESC-OREGON ELECTRICAL SPECIALTY CODE WALLS R-13+7.5 ci R-25+7.5 ci 2014 OFC-OREGON FIRE CODE FLOORS R-10 ci NR ACCESSIBILITY REFERENCE:ICC A1117.1-2009 SLAB-ON-GRADE (UNHEATED) NR NR GOVERNING AUTHORITY; SWINGING DOORS U-0.7 U-0.37 MAX. - NON-SWINGING DOORS U-0.5 U-0.067 TIGARD,COUNTY OF WASHINGTON,STATE OF OREGON BUILDING ENVELOPE REQUIREMENTS.-FENESTRATION(OEESC TABLE 0502.3) SCOPE OF WORK: REQUIRED: FIXED FENESTRATION U-0.45 NEW SINGLE STORY SPECIALTY RETAIL STORE; ASSOCIATED SITE WORK INCLUDING PARKING LOT, • ENTRANCE DOOR U-0.80 SITE FURNISHINGS AND LANDSCAPING. SHGC U-0.40 OCCUPANCY GROUP: M I MERCANTILE 1. ALL WORK SHALL COMPLY WITH THE MINIMUM R-VALUES AND MAXIMUM U-FACTORS LISTED NON-SEPARATED MIXED USE: M,S-2, B 6/21/17 ABOVE, (WITH A-3,ASSEMBLY AS ACCESSORY OCCUPANCY) M IS THE MOST RESTRICTIVE OCCUPANCY 2. THE THERMAL BUILDING ENVELOPE SHALL PROVIDE A CONTINUOUS AIR BARRIER WITHIN THE ENVELOPE ASSEMBLY, AIR BARRIER JOINTS,SEAMS AND PENETRATIONS SHALL BE APPROPRIATELY SEALED. TYPE OF CONSTRUCTION: TYPE V B,BUILDING IS SPRINKLERED THROUGHOUT ..„.. vega 3. WINDOW AND DOOR ASSEMBLIES SHALL BE LABELED CERTIFYING THAT THEY HAVE BEEN ALLOWABLE AREA: 9,000 SF PER FLOOR+300%OF 9,000=36,000 SF TESTED IN ACCORDANCE WITH APPLICABLE TEST STANDARDS BY AN ACCREDITED, (OSSE 506.3 AND AUTOMATIC SPRINKLER SYSTEM INCREASE) INDEPENDENT LAB. WINDOWS,SLIDING GLASS DOORS,AND SWINGING DOORS SHALL HAVE AN AIR INFILTRATION RATE OF NO MORE THAN 0.20 CFM/SF. CURTAIN WALLS AND STOREFRONT .. . .. .... ....... ...:.::: GLAZING SHALL HAVE AN AIR INFILTRATION RATE OF NO MORE THAN 0.06 CEM/SF. GARAGE PROPOSED BUILDING AREA: 13,337 SF GROUND FLOOR+452 SF MEZZANINE architecture DOORS SHALL HAVE AN AIR INFILTRATION RATE OF NO MORE THAN 0.40 CFMISF - 4, AIR INTAKES AND EXHAUST OPENINGS INTEGRAL TO THE BUILDING ENVELOPE SHALL BE ALLOWABLE BLDG HEIGHT: 45'-0"(1 STORY) 25107 genesee trail road EQUIPPED WITH NOT LESS THAN A CLASS I MOTORIZED,LEAKAGE:RATE=D DAMPERS. a. golden, co �� PROPOSED BLDG HEIGHT: 24'-4'"(1 STORY) 1 5. TRUCKS WILL NOT BE PARKED IN THE LOADING DOCK DOORWAY;THEREFORE,THE OVERHEAD DOOR NEED NOT BE EQUIPPED WITH WEATHERSEALS. FIRE-RESISTIVE REQUIREMENTS(OSSC TABLE 601 AND 602): 303.872.0487 6. THE BUILDING ENTRANCE IS EQUIPPED WITH AN AIR CURTAIN;THEREFORE,A VESTIBULE IS NOT STRUCTURAL FRAME: NO REQUIREMENTS vEB a2i1'fll iieGEI'e.Com REQUIRED PER C402.5.7 EXCEPTION 6. BEARING WALLS I EXTERIOR: 2 HOUR LESS THAN 5 FEET 7. RECESSED LIGHTING INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO 1 HOUR GREATER THAN 5 FEET BUT LESS THAN 10 FEET LIMIT AIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES(0402,5.8). NO REQUIREMENTS GREATER THAN OR EQUAL TO 10 FEET 8, SITE-ASSEMBLED OR SITE-CONSTRUCTED WALK-IN COOLERS AND WALK-IN FREEZERS SHALL BEARING WALLS I INTERIOR: NO REQUIREMENTS COMPLY WITH 0403,2.16. NONBEARING WALLS I EXTERIOR: 2 HOUR LESS THAN 5 FEET 1 HOUR GREATER THAN 5 FEET BUT LESS THAN 10 FEET 9. BELOW-GRADE WALLS ARE THOSE ASSOCIATED WITH THE EXTERIOR OF THE BUILDING THAT ARE NO REQUIREMENTS GREATER THAN OR EQUAL TO 10 FEET AT LEAST 85 PERCENT BELOW GRADE. NO WALLS IN THIS PROJECT MEET THAT CRITERIA: HOWEVER,WE ARE PROVIDING R7.5 el ON ALL WALLS BELOW GRADE. NONBEARING WALLS 1 INTERIOR: NO REQUIREMENTS FLOOR CONSTRUCTION: NO REQUIREMENTS ROOF CONSTRUCTION: NO REQUIREMENTS FIRE-RESISTANCE RATED CONSTRUCTION: DOORS AND FIRE SHUTTERS: Lt 1 1/2 HOUR WHERE EXTERIOR WALLS ARE REQUIRED TO BE 2 HOUR 3/4 HOUR WHERE EXTERIOR WALLS ARE REQUIRED TO BE 1 HOUR11111111111 WINDOW ASSEMBLIES: ISJ NOT PERMITTED IN PARTY WALLS 1-1/2 HOUR WHERE EXTERIOR WALLS ARE REQUIRED TO BE GREATER THAN 1 HOUR IIININUM 3/4 HOUR WHERE EXTERIOR WALLS ARE REQUIRED TO BE 1 HOUR SHAFT ENCLOSURES; IL ......1411t 1 HOUR WHERE CONNECTING LESS THAN FOUR STORIES 2 HOUR WHERE CONNECTING FOUR STORIES OR MORE CORRIDOR WALLS: ILI NOT RATED PER TABLE 1018.1. >"°' AN AUTOMATIC FIRE SPRINKLER SYSTEM SHALL BE PROVIDED THROUGHOUT BUILDINGS CONTAINING A GROUP M OCCUPANCY WHERE A GROUP M FIRE AREA EXCEEDS 12,000 SQUARE FEET PER OSSC 903.2.7. >MI Or) ,..,:::: lawn 01 FIRE SPRINKLER SYSTEM: FIRE SPRINKLER SYSTEM SHALL BE DESIGNED AND INSTALLED PER l ! OSSC SECTION 903(NEPA 13);SYSTEM WILL BE PERMITTED ..,,i 2 . < C:7) :,,.E SEPARATELY, L 66- SPRINKLERS ARE NOT REQUIRED BELOW THE WOOD SLAT CEILING Cl. Ck ,l\ BUSINESS AS THE A5 aEMBLY MEETS NEPA&.15.14 OPEN SPACE 179.89 sf 1100 gross REQUIREMENTS. MOM 0 : =2 occupants•..... l o FI (...) III I '- RE ALARM SYSTEM: FIRE MONITORING AND ALARM SYSTEM SE-TALE,BE PROVIDED PER "" 1-ii -. a ,, OSSC SECTION 903.4 AND NEPA 13;SYSTEM WILL BE PERMITTEE? ME iCAt�dLE STORAGE $ - 1O1 B sURI Ir"p Lr) Clf # SEPARATELY, 11113 1,963 4 ,3JJ 9 •• #. -i # :occi1 lits # t ,-- � � � _ BUSINESS (-1 ,...,.......,,. ...,....,.,. -.r-.b,,.:..-«-,. 0..,i ` ^ n� 320.77 sf 1 100 gross SEPARATE MANUAL ALARM SYSTEM IS NOT REQUIRED IN GROUP M M, 0 AI OTAL oc up n s = J„ '..:.:.:,.`:..;.I.:.-, : _ =4 occupants OCCUPA P OS C 907 7 (MEZZANINE AE30VEr} f t i SNCY ER 5 .2- MECHAMCAL 'M 1 1-- --•,iCo r°40. cr) .... 452.4(1 sf 130[1 gross i' x i i _ GC SHALL VERIFY ASAP WITH FIRE MARSHALL THAT A SOLE PATH °�° p at{ �t� .RO ' ' , . . BUSINESS CELLULAR ALARM COMMUNICATOR IS PERMITTED AND INFORM 2 occupants '., ,x '' ' � i �'�r.*rrawe� ea: ww+nwr � 1 - �- - L r E �a W.:, � # ARCHITECT WITHIN 2 WEEKS OF BID AWARD, I I NIIIIIM O �. �Ia ' ", - occupants 304 gross .� �. OCCUPANT LOAD y ws« gine �. k ; a 1 � '.,• 11 �- i #- 6/20/17 PERMIT+ ' t SALES: 9,560 SF aG?30 SF/OCC = 319 OCC CONSTRUCTION :�►, = BU I:NES STOCK/STORAGE: 1,964 SF @ 300 SF/OCC = 7 OCC k �� _ 8915 sf/ -. gto BUSINESS: 895 SF©100 SF/OCC = 9 OCC ASSEMBLY,UNt1t�NCENTRATER up f ASSEMBLY 462.80sf/15 net # .,.. .®..,.,:*a .. �-,.�..:.» «.,,. ..,..--.. «..»,7. ..,....-- .,. !E,,. .. ..,..* ......#, (UNCONCENTRATED): 463 SF @ 15 SF/OCC = 31 OCC r.31 occupants CODE ---.-...---------.__.-... _- , MECHANICAL: 453 SF[a�300 SF/OCC -- 2 OCC COMMON PATH OF TRAVEL p . EXIT ACCESS iE,....:•.'::':,';:::!'.'.••::.•,::•0".. ''''''''''''''''"--7.771: 1 ''.':::.•:::,i::2:.::•':!:,:'....:.............,•-•_- _ _.'-:.:'•'....:::::',:•.••:.!..i'•::::•••:t•i'i:i•::;!••':'.:.•:;:i.::::.!•,.'::.:.:.:•::!...!;'.i:'::i•••;•'.:':'•••;,-: , . _ .L.,Y••••:)•'.:.'•::::••.•!... .'.:::'::•;:i'.::,i:•:•:':!•;::::::'•';••,':::i:•::'•:::••;,:•:....'...'•.•' -.,-•'.......:'•:,•:!:'...!:.•:::••••!.i'•:•:::.::::::i'•': :.!:':i)::•••;?.::.';.I.:::..i.••....:,'••:: . !.. 5.0 ) -- , NOTE: OCCUPANT LOAD BASED ON AGGREGATE OCCUPANCIES. #: EXIT ACCESS REFER TO CODE PLAN FOR OCCUPANCY LOADS OF ...... .. ,....,_.,.....«...._..�........._,....... EXIT DISCHARGE INDIVIDUALPA SPACES.! j ; ) 50 . � r fR�i 9; 9 1 roe Z I REQUIRED EGRESS WIDTH: RETAIL FLOOR: �'.. Q 1-HOUR FIRE-RATED WALL to ! E6jr�� °�g QGG'1.€).17r.S A � 369 UCG X 0.2"1000(PER IBC 1005.3)�72.2" 0 i `7 - TWO EXITS REQUIRED ti 1 : ` 1.TOTALo €pants r I 2-HOUR FIRE-RATED WALL .s 2 EXITS REQUIRED '�. 1. • • • . t 3-HOUR FIRE RATED WALL PROVIDED EGRESS WIDTH: RETAIL FLOOR: T 10- li # = DOOR 101A � 68"CLEAR WIDTH \ I I = - #r INCIDENTAL USE DOOR 01B38"CLEAR WIDTH • s TOTAL a 109.0"E #- 1ll PLUMBING COUNT: REQUIRED: PROVIDED: ik -1: _'; ACCESSORY USE e ^ - WATER CLOSETS: 1M/1F 1M/1F/2UNISEX # LAVATORIES. 1M/1F 1M/1F/2UNISEX ';;- `''`1 r: la :,'.;.' y. - �r.r,wrr �� 181 S,cr;, I. $ 101A DRINKING FOUNTAIN: 1 2 4yi.r�.e,a"nara+.:a.,r«,�frv,.+►rr�.,rw.wswraw.. i «. wwwa�wrwswaw..rnaaw...aa-.e.wawraR'nM f. oeIT,,'wa0: .,t DE PLAN KEYNOTES ' DEFERRED SUBMITTALS: PROVIDED BY: ' FIRE SPRINKLER SYSTEM FIRE SPRINKLER CONTRACTOR Code ( ) INCIDENTAL USE REFRIGERANT MACHINERY ROOM PER OSSC TABLE 509 - - \ ! - FIRE ALARM SYSTEM FIRE SPRINKLER CONTRACTOR � EXTERIOR SIGNAGE TENANT'S SIGNAGE CONTRACTOR v MAXIMUM TRAVEL DISTANCE 161'-2"TO CLOSEST EXIT<250`-0"PER OSSC TABLE 1016,2< • -3) MAXIMUM C P/ MAXIMUM TRAVEL DISTANCE= 138'-10"TO CLOSEST EXIT<250'-0"PER OSSC TABLE 1016.2 MAXIMUM TRAVEL DISTANCE=97'-2". S OCCUPANCIES MAY HAVE ONE EXIT WHEN THE NUMBER OF OCCUPANTS DOES NOT EXCEED 29 AND THE MAXIMUM TRAVEL DISTANCE �, DOES NOT EXCEED 100'-0"PER OSSC TABLE 1021.2(2)- e ly LEVEL PLANcu CE �,� SCALE: 1/16 1, 0" 0 6' 16' 32 �... e�. e1°r mow )O T`�" OVED L ITH THIS P M TG2 2 lit-i -_ of _ ...... COPYRIGHT 2017 This document is an instrument of service,and ; DOW !. , as such,remains the property of the Architect. Permission for use of this document is limited and can be extended only by written SPECIALTY RETAIL agreement with vega architecture Itc 720 SW Washington Street, x#750 Portland, Oregon 97205 - o 'RAF . . ... .. PREPARED FOR: ... 971-2;30-13041 �'��' �'��, GINS€ f1, , ,..., 05433PE LEADERSHIP CIRCLE LLC D CIONvo �./ / -NN. 11 TIGARD OREGON 97223 . , , s R‘3% EXPIRES:12/31/18 '''`J ;.-." ' \ t t.PC' - vega 1 ,,,_ � �& CHARLES TIGARD CHARLESF. TIGARD SATE '� ,h ELEMENTARY OL ELEMENTARY SCHOOL , i,�, �, � .ZONIN R��J (R DENTIAL a rch itecta re I Vc 6> �, � ZONI dG-R 2J 25107 geneses trail road -7 w. .. w. - — r ,.� �.� .. . .,,, ... . „ .. �.�� . . .�.�.. �...�.�= _ .._. golden, co� .� Id c 80401 13 303.872.0487 ..� I Vegaa.rchitecture.c©In cls C7 I I .''� III F1 F : O 3 Ltit -43-- to N - p 4 SHEET INDEX '.� t.. • CO.0 COVER SHEET I _-- "%� C0.1 GENERAL NOTES fEl �• — C1.0 EX.CONDITIONS AND DEMO PLAN O 8 '• a 1 ' n I j C2.0 SITE PLAN ,, oc, = C2.1 DIMENSION PLAN '� II) ' PARCEL 1. 4: - ' i . C3.0 GRADING PLAN >'S 1. -( .: C4.0 STORM DRAINAGE PLAN �E . " �' C5.0 UTILITY PLANUzi , CINITY O ....1 N:c --] �. - PROPOSED SPECIALTY RETAIL y °�- - �r,<i««iE C6.0 DETAILS cCALE:NTS 14 41 F> :210.90 '. f� C6.1 DETAILS 4111.444'a Jccccr 4, I _ [ : C6.2 DETAILScommi # COMMERCIAL L C6.3 DETAILS _• . GENERAL • (GENERAL < C6.4 DETAILS - COMMERCIAL . . ` s COMMERCIAL L1.0 TREE REMOVAL PLAN I ZONING s l ZONING) Famm L1.1 PLANTING PLAN I ,I j ] I L1.2 TREE CANOPY SITE PLAN =' I .,� % �;, L1.3 PLANTING PLAN DETAILS AND NOTESi, .: - =- �„ L2.0 LANDSCAPE IRRIGATION PLANUmml k �•• ""'" L2,1 IRRIGATION DETAILS --I'LL- . : COPYRIGHT 2017 1 This document is an instrument of service,and sI DOW !. as such,remains the property of the Architect Permission for use of this document is limited and can be extended only by written t agreement with vega architecture Hc e i�'a'Pi"rl iienr1 s7i'ri -. 720 SW Washington Street, #750 Portland, Oregon 97205 'HOD I 971-280-8641 c:-\, ; es. 0:;, GON X41" 09,2 \. :.. GENERAL SITE GRADING NOTES GENERAL DEMOLITION NOTES WATER CONSTRUCTION NOTES PRIVATE UTILITY CONSTRUCTION NOTES EXPIRES:12/31/18 1: CONTRACTOR TO TIE PROPOSED GRADES INTO EXISTING GRADES. NOTIFY ENGINEER IMMEDIATELY 1. NOTIFY ENGINEER FIVE (5) BUSINESS DAYS BEFORE COMMENCEMENT OF WORK. 1. CUSTOMER IS RESPONSIBLE FOR ALL TRENCH, CONDUIT, VAULTS, PADS, AND : 1. ALL WATER LINES AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE IF EXISTING GRADES DON'T MATCH FIELD CONDITIONS. 2. LOCATION OF EXISTING UTILITIES ARE BASED UPON AVAILABLE INFORMATION. IT IS WITH THE CITY OF TIGARD STANDARD CONSTRUCTION SPECIFICATIONS& ROAD CROSSINGS, UNLESS OTHERWISE NOTED. THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY DEPTH AND LOCATION OF DRAWINGS AND THE UNIFORM PLUMBING CODE. s v e g a 2. ALL ADA ROUTES TO BE MAXIMUM 2% CROSS SLOPE AND MAXIMUM 5% INLINE SLOPE. EXISTING UTILITIES PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER OF ANY 2. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 36" COVER OVER CONDUITS. DISCREPANCIES IN THE PLANS. CALL FOR LOCATES AT LEAST 24 HOURS PRIOR TO 2. MECHANICAL JOINT FITTINGS SHALL CONFORM TO AWWA 0110 AND SHALL BE OF 3. ALL ADA RAMPS TO BE MAXIMUM 2%CROSS SLOPE AND MAXIMUM 8.3% INLINE SLOPE. COMMENCEMENT OF GRADING(1-800-332-2344). A CLASS AT LEAST EQUAL TO THAT OF THE ADJACENT PIPE. 3. LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILABLE INFORMATION. IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY DEPTH AND LOCATION OF 3. THE CONTRACTOR SHALL AT ALL TIMES ABIDE BY APPLICABLE SAFETY RULES OF %sr, ;r SHALLPERFORM ALL NECESSARY PRESSURE GE 4. MAINTAIN POSITIVE DRAINAGE THROUGHOUT CONSTRUCTION. NOTIFY ENGINEER IMMEDIATELY OF 3. CONTRACTOR ANDLEAKAGE EXISTING UTILITIES PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER OF ANY DISCREPANCIES. OSHA. TESTS ON ALL WATER LINES PER CITY OF TIGARD STANDARDS. ANY DISCREPANCIES IN THE PLANS. CALL FOR LOCATES AT LEAST 48 HOURS architecture I l c 4. THE CONTRACTOR SHALL AT ALL TIMES ABIDE BY ALL APPROPRIATE CODES, LAWS PRIOR TO CONSTRUCTION. 25107 genesee trail road 5. PROTECT EXISTING ADA RAMP IN PLACE THROUGHOUT CONSTRUCTION. CONTRACTOR TO VERIFY AND REGULATIONS THAT GOVERN CONSTRUCTION WITHIN THE CITY OF TIGARD. 4. ALL FITTINGS SHALL BE MECHANICALLY RESTRAINED PER CITY OF TIGARD EXISTING RAMP MEETS ADA REQUIREMENTS. MAXIMUM OF 8.33% INLINE AND 2% CROSS SLOPE. STANDARDS. 4. CONTRACTOR SHALL COORDINATE WITH ALL PRIVATE UTILITIES PRIOR TO golden, cc 80401 5. THE CONTRACTOR IS RESPONSIBLE TO REPLACE ANY SURVEY MONUMENTS THAT CONSTRUCTION OR EXCAVATION. 6. ADA WALKWAYS TO BE STRIPED OUT. PROVIDE MINIMUM TWO(2)COATS WHITE PAINT. ARE DISTURBED DUE TO CONSTRUCTION. 5. PRIOR TO BEING PLACED IN SERVICE, THE WATER LINES AND SERVICES SHALL 303.872.0487 CONTRACTOR TO VERIFY ADA WALKWAY MEETS SLOPE REQUIREMENTS. 2°!a MAXIMUM CROSS 6, ALL CONSTRUCTION SHALL CONFORM TO CONSTRUCTION DOCUMENTS AND BE FLUSHED, STERILIZED, AND TESTED, ALL IN ACCORDANCE WITH CITY OF 5. ALL CONDUIT MUST BE INSPECTED BY THE RESPECTIVE UTILITY COMPANY vegaarohitecture.com SLOPE AND 5% MAXIMUM INLINESLOPE. PROJECT SPECIFICATIONS. TIGARD STANDARDS AND THE UNIFORM PLUMBING CODE BY THE CONTRACTOR. PRIOR TO BACKFILL. 7. INSTALL WOVEN INLET PROTECTION TO AREA DRAINS AND CATCH BASINS ACCORDING TO 7. THE CONTRACTOR IS RESPONSIBLE FOR MAKING ARRANGEMENTS FOR 6. CITY OF TIGARD SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WATER 6. ALL CONDUIT SHALL BE PVC SCHEDULE 40. APPROVED 1200-C PERMIT. INSPECT, CLEAN AND MAINTAIN THROUGHOUT CONSTRUCTION TO INSPECTION AND TESTING. LINE CONSTRUCTION. PREVENT SEDIMENT LADEN WATER FROM ENTERING THE STORM SYSTEM. REFER TO APPROVED 8. THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTION DEPARTMENT 24 HOURS 7. ALL CONDUIT SWEEPS SHALL BE A MIN OF 48" RADIUS. 1200-C PERMIT PLANS FOR CATCH BASIN INLET BAG DETAIL. PRIOR TO CONSTRUCTION. CONCEALED CONSTRUCTION WITHOUT THE REQUIRED 7. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 30" COVER OVER THE WATER LINE. EXPOSURE SHALL BE SUBJECT TO INSPECTION AT THE CONTRACTOR'S EXPENSE. 8, 3' OF HORIZONTAL CLEARANCE IS REQUIRED FROM ALL WATER, SEWER, GAS, 8. ALL BOTTOM-OF-CURB ELEVATIONS NOT ACCOMPANIED BY A TOP-OF-CURB ELEVATION ARE TO BE 8. LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILABLE INFORMATION. IT IS AND IRRIGATION LINES. STANDARD 6" EXPOSURE CURB. REFER TO SHEET C380 FOR CURB DETAILS. 9. SIGNIFICANT VARIATION AND DEGREE OF EROSION CONTROL EFFORT WILL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY DEPTH AND LOCATION OF DICTATED BY WEATHER CONDITIONS. THE DEVELOPER AND CONTRACTOR EXISTING UTILITIES PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER OF 9. A 1/4" PULL ROPE RATED FOR 500 LBS. SHALL BE INSTALLED IN EACH CONDUIT SHOULD BE PREPARED TO PROVIDE EXTRA EROSION CONTROL PROVISIONS AND ANY DISCREPANCIES IN THE PLANS. CALL FOR LOCATES AT LEAST 48 HOURS BY CONTRACTOR. Er EFFORT DURING WINTER AND WET WEATHER CONDITIONS BEYOND WHAT IS PRIOR TO CONSTRUCTION. 10. ALL RUNS EXCEEDING 1aD' IN LENGTH REQUIRE FIBER SWEEPS. REQUIRED DURING SUMMER AND DRY WEATHER CONDITIONS. FINE GRAINED ANDLIU UNCONSOLIDATED SOILS ON GRADED SLOPES MAY BECOME UNSTABLE WHEN 9. WATERLINE SHALL MAINTAIN A MINIMUM OF 18"VERTICAL CLEARANCE FROM SUBJECT TO EXCESSIVE MOISTURE. SEWER LINE AT ALL TIMES. menJ 10. DEMOLISH/REMOVAL NOT SPECIFICALLY LISTED, BUT REQUIRED TO COMPLETE ilitintittalil SITE/UTILITY AND GRADING PLANS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 11. ALL CONSTRUCTION DEBRIS TO BE REMOVED FROM SITE AND RECYCLED/DISPOSED OF ACCORDING TO LOCAL REGULATIONS. Elm ill _,. T STORM DRAINAGE CONSTRUCTIONNOTES ANITARY SERVER CONSTRUCTION NOTES GEOTECHNICAL NOTES SCr 1. SANITARY SYSTEMSEWER SANITARY (F' SECTION) INCLUDE 1. ALL STORM SEWER CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY ASSUMPTIONSOR THE RECOMMENDED PLANS AND THE APPLICABLE REQUIREMENTS OF THE UNIFORM PLUMBING CODE, OF TIGARD, ODOT AND THE UNIFORM PLUMBING CODE. ALL S Y SEWER AND THE APPLICABLE REQUIREMENTS OF THE CITY OF TIGARD. SERVICE LATERALS SHALL BE 4" PVC PIPE CONFORMING TO ASTM SPECIFICATION 1. THE TRASH ENCLOSURE AND UNLOADING AREA ARE IN THE WESTERN CORNER OF THE SITE (OFF D3034 (SDR-35), UNLESS NOTED OTHERWISE, SCHOOL STREET). SEE FIGURE 2 IN GEOTECHNICAL REPORT, 2. NO DRAINAGE PIPING OR PART THEREOF, WHICH !S CONSTRUCTED OF MATERIALS 2, NO DRAINAGE PIPING OR PART THEREOF, WHICH IS CONSTRUCTED OF MATERIALS 2. THE NATIVE SUBGRADES CONSIST OF LEAN CLAY OR SILT SOILS AS ENCOUNTERED IN SOIL OTHER THAN THOSE APPROVED FOR USE UNDER OR WITHIN A BUILDING, SHALL BE OTHER THAN THOSE APPROVED FOR USE UNDER OR WITHIN A BUILDING, SHALL BORINGS B-1 AND 13-3. SEE GEOTECHNICAL REPORT FOR MORE INFORMATION. ""�" INSTALLED UNDER OR WITHIN FIVE (5) FEET OF ANY BUILDING OR STRUCTURE, OR BE INSTALLED UNDER OR WITHIN FIVE (5) FEET OF ANY BUILDING OR STRUCTURE, =awl CNI PART THEREOF, NO LESS THAN ONE(1) FOOT BELOW THE SURFACE OF THE OR PART THEREOF, NO LESS THAN ONE (1) FOOT BELOW THE SURFACE OF THE 3. ONE TO TWO TRASH PICKUPS PER WEEK. Mil= GROUND. (EXCEPT IN AREAS WHERE DIP IS SPECIFIED), THIS INCLUDES GROUND. THIS INCLUDES STRUCTURES SUCH AS PORCHES AND STEPS, STRUCTURES SUCH AS PORCHES AND STEPS, WHETHER COVERED OR WHETHER COVERED OR UNCOVERED, BREEZEWAYS, ROOFED 4. LESS THAN FIFTEEN FULL-SIZED, LOADED SEMI-TRACTOR TRAILER UNITS PER WEEK. < 1"'" UNCOVERED, BREEZEWAYS, ROOFED PORTE-COACHERES, ROOFED PATIOS, PORTE-COACHERES, ROOFED PATIOS, CARPORTS, COVERED WALKS AND CARPORTS, COVERED WALKS, COVERED DRIVEWAYS, AND SIMILAR STRUCTURES DRIVEWAYS AND SIMILAR STRUCTURES OR APPURTENANCES. LATERALS SHALL 5. EARTHWORK IS PERFORMED DURING DRY WEATHER CONDITIONS. OR APPURTENANCES. BE INSTALLED AT A MIN, 2% SLOPE UNLESS NOTED ON THE PLANS0 6. THE SUBGRADE IS PROOFROLLED AND OBSERVED BY THE GEOTECHNICAL ENGINEER PRIOR TO > - s. 3. LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILABLE INFORMATION. IT IS 3. HYDROSTATIC AND AIR TESTING OF SANITARY LINES AND MANHOLES SHALL BE PLACEMENT OF SEPARATION FABRIC AND BASE ROCK SECTION_ " THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY DEPTH AND LOCATION OF CONDUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE UNIFORM llotal EXISTING UTILITIES PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER OF ANY PLUMBING CODE AND CITY OF TIGARD STANDARDS. ALL NECESSARY TESTS SHALL 7. POOR SOILS IF ENCOUNTERED DURING EXCAVATION OR PROOFROLL ARE REMOVED AND in Et DISCREPANCIES IN THE PLANS, CALL FOR LOCATES AT LEAST 48 HOURS PRIOR TO BE PERFORMED BY THE CONTRACTOR AND WITNESSED BY THE ENGINEER. REPLACED WITH SUITABLE, GRANULAR STRUCTURAL FILL Olimm " CONSTRUCTION. 04 4. LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILABLE INFORMATION. IT IS 8. LOAD TRANSFER DEVICES, E.G. DOWELS, KEYS, ETC, ARE RECOMMENDED AND ASSUMED IN THE s, 4. THE CONTRACTOR SHALL AT ALL TIMES A131DE BY APPLICABLE SAFETY RULES OF THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY DEPTH AND LOCATION OF DESIGN. IF A LOAD TRANSFER DEVICE IS NOT USED, ADD 1/2-INCH TO THE CONCRETE SECTION CI) i O.S,H.A. AND IN PARTICULAR THOSE PERTAINING TO ADEQUATE SHORING AND EXISTING UTILITIES PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER OF THICKNESS. �"" - "[""' TRENCH PROTECTION OF WORKMEN, ANY DISCREPANCIES IN THE PLANS. CALL FOR LOCATES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 9. THE EDGES OF THE RIGID PAVEMENT ARE SUPPORTED, E.G. ADJACENT FLEXIBLE PAVEMENT, 5. RIM ELEVATIONS OF MANHOLES AND CLEANOUTS WITHIN PAVEMENT ARE CURBS, FOUNDATION WALLS, ETC. IF EDGE SUPPORT IS NOT PROVIDED,ADD 1/2-INCH TO THE APPROXIMATE, FINAL FINISHED RIM ELEVATIONS SHALL MATCH FINISHED 5, FINISHED RIM ELEVATIONS OF CLEANOUTS WITHIN PAVEMENT ARE APPROXIMATE, CONCRETE SECTION THICKNESS SHOWN BELOW. PAVEMENT GRADES. FINAL FINISHED RIM ELEVATIONS SHALL MATCH FINISHED PAVEMENT GRADES. 06.20.2017 10. THE MINIMUM MODULUS OF RUPTURE (S'C) FOR THE CONCRETE IS 650 PSI. PERMIT+ CONSTRUCTION 6. ALL TRENCHES PARALLEL TO THE BUILDING SHALL BE KEPT OUT OF THE ANGLE OF 6. PIPE BEDDING AND BACKFILL SHALL CONFORM TO UNIFORM PLUMBING CODE AND REPOSE FOR THE BUILDING FOOTING. CITY OF TIGARD STANDARDS. RECOMMENDED RIGID PAVEMENT SECTION FOR TRASH ENCLOSURE AND TRUCK UNLOADING AREA 7. CHANGES IN DIRECTION OF DRAINAGE PIPING SHALL BE MADE BY THE 7. SANITARY SEWER CLEANOUT CONSTRUCTION SHALL CONFORM TO UNIFORM 1. THE SUBGRADE SHOULD BE GRADED TO PROVIDE DRAINAGE BELOW THE PAVEMENT AND AVOID APPROPRIATE USE OF APPROVED FITTINGS AND SHALL BE OF THE ANGLES PLUMBING CODE AND CITY OF TIGARD STANDARDS. PONDING OF WATER AT THE SUBGRADE SURFACE. PRESENTED BY ONE-SIXTEENTH BEND, ONE-EIGHTH BEND, ONE-SIXTH BEND OR OTHER APPROVED FITTINGS OF EQUIVALENT SWEEP. 8. A MINIMUM OF TWO FEET(2') HORIZONTAL SEPARATION IS REQUIRED BETWEEN 2. THE SUBGRADE SHOULD BE PROOFROLLED PRIOR TO PLACEMENT OF SEPARATION OF FABRIC 8, INLET AND OUTLET CONNECTIONS SHALL BE MADE BY THE USE OF A FLEXIBLE WATERLINES AND SANITARY AND STORM MANHOLES. ALL CONSTRUCTION MUST AND PAVEMENT MATERIALS. ra COMPRESSION JOINT NO CLOSER THAN 12"AND NO FARTHER THAN 36" FROM THE MEET DEQ AND STATE WATER RESOURCES BOARD REQUIREMENTS FOR SEPARATION. 3. A SEPARATION FABRIC (SEE SECTION 7.3.2 OF GEOTECHNICAL REPORT) SHOULD BE PLACED -o MANHOLE. NO FLEXIBLE COMPRESSION JOINT SHALL BE EMBEDDED IN THE ABOVE THE APPROVED, FINE-GRAINED NATIVE SUBGRADE. a) MANHOLE BASE. MANHOLES SHALL HAVE A SMOOTH, UNIFORM WATERWAY WITH 9. ALL TRENCHES PARALLEL TO THE BUILDING SHALL BE KEPT OUT OF THE ANGLE OF 0 CHANGES OF DIRECTION MADE WITH THE APPROPRIATE SWEEP OFFSET AS PER REPOSE FOR THE BUILDING FOOTING. 4. A MINIMUM 6-INCH THICK BASE ROCK SECTION SHOULD BE PLACED AND COMPACTEDABOVE THE THE OREGON PLUMBING SPECIALTY CODE. OPEN-GRATE LIDS WILL NOT BE SEPARATION FABRIC. BASE ROCK SHOULD CONFORM TO THE LATEST EDITION OF SECTION 02630 , l ALLOWED ON ANY MANHOLE. OF THE STATE OF OREGON, STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION Cly (ODOT-OSSC) DENSE-GRADED AGGREGATE. A MAXIMUM 3/4-INCH OR 1-INCH AGGREGATE SIZED W BASE ROCK(TABLE 02630-01) SHOULD BE USED. I- 5. A MINIMUM 6-INCH THICK RIGID(PORTLAND CEMENT BASED)CONCRETE SECTION OVER THE BASE ROCK. E 6. PAVEMENT JOINTS SHOULD BE CONFIGURED TO PROVIDE NEAR-SQUARE PANELS TO THE EXTENT IX POSSIBLE. A LENGTH TO WIDTH RATIO OF INDIVIDUAL PANELS OF 1L:1W IS RECOMMENDED AND IN 0 NO CASE SHOULD THE RATIO EXCEED 1.5L:1 W. A MAXIMUM PANEL DIMENSION OF ABOUT 12 FEET IS RECOMMENDED AND IN NO CASE SHOULD IT EXCEED 15 FEET. C7 t1i a) GENERAL u) c NATES xa cssI 0. !"3":.) 0. co 0 Ern COlI qC W � W to r - COPYRIGHT 2017 4' This document is an instrument of service,and Dow /. as such,remains the property of the Architect, i . 1 . Permission for use of this document is limited 1,. and can be extended only by written s 11 1\ 35.0CV agreement with vega architecture Ilc :.. ' \ 1410.11V.0 DiligtrilKODOITri 1 i "NORTH TIGARDVILLE ADDITION" .: 42 3/4 LOT 720 SW Washington Street, #750 i - \ _ . Portland, Oregon 97205 I 1 .. .3,9 P ROFfss \*N" ,, - 0 CHARLES F. TIGARD \ CHARLES F. TIGARD ; 971280-8641 ELEMENTARY SCHOOL ELEMEIVTARY SCHOOL /9 -7 • ' ( ''''',11, , \ 8'CLF -44n _ ...• , (RESIDENTIAL ZONING-R12) ON LINE (RESIDENTIAL ZONING-R.12) <3>8'CLF 6'CLF .1 _„otiou4065433PE r- ?114'01114IL . , . 8'CLF \ • ......41/ ...-__ • I t'D- GOçNN .......„/"""%tir ,v 20.57'---°"" Ill ,i i 1-- 6'4 Y 0 9. '1) ‘,.• - i L I ek . 1 10.04' -f t 21 *I t,. . .. . . . . , . , . , . . • • • . t WIRES:12/31/18 . • '. 6'CLF i 8 In 70 1 ' -',, , i . . . ,...„, .,„, LEGEND: 1 , , ' t.,4n I 8'RHODODENDRONS . , „, .... . .. .. ,... ., , . ............,.... .. .-,„.... ..,.. ................ ... . .. ........... ... ..„....... ... .. • r • ,H--- 1 . 6'CONSTRUCTION CLF . • . • .. i _ . i 10.00ROAD,STREET,& • •-•:. -i :.... - PROPOSED TREE PROTECTION FENCE . . • ' • , . , • 4z -I UTILITY EASEMENT --- . - - • 0-..-. - -. - . ... - EXISTING PROPERTY LINE E-1 1_, - EXISTING CURB LINE 0 ///////////,/ ; . : . . . • i , . . , . . . „ • . . . • . 4 ' IL - - EXISTING EASEMENT LINE ST :".:T - EXISTING STORM DRAIN architecture lic . . SS SS - EXISTING SANITARY SEWER LINE 10.00'WATER PIPELINE . . . < ....... // ' . • , . . • . 25107 genesee trail road -- Ci • EASEMENT TO BE VACATED ' • • • • ,. . 1r -,-. - EXISTING WATER LINE • golden, co 80401 . . • •. 3 0 - EXISTING GAS LINE i' PAVED PARKING LOT I-• - EXISTING POWER LINE M r4414 / - 2 i . . . . . , „ ro Tri .. I - , , - , EXISTING TREES TO REMAIN 303.872.0487 ,2 N ,/i 0 ' / NI . • . - If K $1 - EXISTING CONSTRUCTION FENCE ' vegaarchitecturescorn .. I .. - -. ' , , .. . , . rj411 © - EXISTING STORM MANHOLE 6 ti) f , CD 44 I CB[-J - EXISTING STORM CATCH BASIN . • SCHOOLHOUSE TRACT 8 • . t 10 - EXISTING SANITARY MANHOLE • -i %*4 tri 1 • , .,.,. El 0 "NORTHTIGARDVILLE ADDITION" . - - , LCD .f.cto •1:. tri I . e‘ ,,,Itli L -,.4 "I I/ _ TAX LOT 200 - EXISTING FIRE HYDRANT 0 -• 0 / 0 . • / 1E - EXISTING WATER METER Z Itti**% %11 / : . • • 1 .37 ACRES ' . - • . . kt ,.. ri.. ...i / ,., • . / -'i = ' N tt / r . _ - _ . x.- _ EXISTING WATER VALVE Cr , , , .,- 1 - I II - EXISTING GAS VALVE • ' .i, /' 0 1 ' . . , Ve. ' CI - EXISTING TELEPHONE VAULT UJ . rii 1 , , ,, • . . • .. . ,..... / . . • * - EXISTING LIGHT POLE ....1 . ,., . B : 1_ 4.6' / 10.00'ROAD,STREET,& . . . . . - EXISTING UTILITY POLE // UTILITY EASEMENT . . ' , . / . / - ,,,t, / -a) - EXISTING GUY WIRE / I - < > .,.... 1 EXISTING TRAVELED WAY - • . ...-: 7 1 i ENCROACHES ONTO SUBJECT „, . . . . -„, ,/; SIGN 9 - EXISTING SIGN PROPERTY BEYOND EASEMENT . , • , .1 ,./.-:'''4 rum- 6 Al - EXISTING MAILBOX ,,' - TO BE VACATED , , . . . . . ....., , ,_____....• • -. - EXISTING BUILDING TO BE DEMOLISHED I 1 . , -, 0 Ell 7---, UJ . I k .. ,,,, At=4"13'05" , ,,, wy R=2914.79' 19 , .. / COMMERCIAL USE - EXISTING ASPHALT SURFACE / J . L=214.58' / . __ 8 9 TYP.CI 8 fl 4 El TYP. 1 ;.; (GENERAL COMMERCIAL . . ... . . 2 = Cf3=S41°2044"W, •Ti ..• ,•-•- .1 i . ,..,,. .., - - EXISTING CONCRETE SURFACE >"' V ZONING) . i 1 - 6'CONSTRUCTION CLF . ••?,-, ,, / ' 401"V4141 r + .......„. - • 21453' mill (ern as cj 44x. 4; 1 - EXISTING GRAVEL SURFACE , ,- vir-A 6'CLF 1 . i I . .• 9 13 0 ' 14 8 ir%\ ,1 , ...._ ,, .. . ,., 11 OW CD , , _ If . . - EXISTING HEDGES 0 0 f,„.•,..-'-''"`",•"--,, i- 1----- - EXISTING 8' RHODODENDRON , .,i' ti ' • / 1 , ...L, ..., ..... .•7°8 0 I _.,--• • • 1 . ' , . TZ * ---- --- -.. ..-,.-- ••---- '--- • <(,...) C:5) . „,„ 1...._ __ 200. • - ,L . .. . - .."1"g"""""....- "" In *I al - ..1.....,dit____--,1.1.11k - .. -::,, • , - - r 4:t F.' p ^ ,:-;,::-.:-....,-,. 0 • ,... - , V `tc '4' ""----111114'T • i Y..-: ,*:-::-.`'F'r-,, :41, ,,,,., 1.•,,,...1!^' . ' 1).„,,,...,.,, ..,-.: F_.',:r,' INCISMINIII CC IN 0 - EXISTING PEDESTRIAN SIGNAL Cl. rt :,:•• \,,,______,„ • .- "'''' 1111 0 a . .. ...„ 1. br.....\ g-Sr F ST ST a- :!'-',- IV VI s s S9 1 2- / '‘.1 1 .^ S 8 .. . • •,,,•4• - - t 'h 'NN, (,.....) g u j 6 1 SPIRAL CURVE 40 1-- *C°."S • 'P.-- --- P- - "-"--'' .. . ' -' - He ' ' • I zgFt RLV . N' NN . - . - • CHORD=98,76' am al- .„ ••-- . •or• • 6.2. i CH BRG=S 44°1350 "W ... ' ,.. N. , • •/ 1 . .:•0;,:, .. - - _ . - - NV _ - GENIERAL NOTES Cl) 1-- N---- .......... . _.. ___ ___. - . a.m.% ..PliNYW en IV NOISE SOURCES: .........--- 4. ___,____---- - , EAST OF PROPERTY-SW PACIFIC HWY , • - e , SOUTH OF PROPERTY-O'REILLY AUTO PARTS STORE 06.20.2017 ______--- - SW PACIFIC HIGHWAY-(HWY 99W) - .5). , . WEST OF PROPERTY-SCHOOULAWN TRACK AND FIELD AREA _ ._ ...- - •Ns„,,,,,sN- PERMIT+CONSTRUCTION ---------- , • - - ''N. - . ss,. NO 100-YR FLOOD PLAIN EXISTS ON SITE. THE SUBJECT PROPERY LIES - - WITHIN AN AREA DESIGNATED TO BE OUTSIDE THE 0.2% ANNUAL ' 0 N'-' 4111 . .. ..... . - ........„7,-.....„-------,...„-- CHANCE (500-YEAR) FLOOD PLAIN PER FLOOD INSURANCE RATE MAP , 4 . _•-•• 9.,-"„ ., •---> NO 4102760517C DATED FEBRUARY 18, 2005. - „ ,.... S .,. .--- , 7,-4.:0-'77-17:77---;.. .(' -;: ;.' ,',;;. ,,- ,-..;,•:` ,.,• ..,'-:•,.•:-•;•.••",:•,,',:;'.;„„•.,1':.--'"...,, ...,.?!,;:7:•--", .`,-':-; ..'%.:,H„,•,..„Zio".:f.-;,,I ,.;..-:.,.;••••:7..' ::',f,:.:,..: :,\.fit,'• ,,,,..,.••,..•• . .. , .. , ------------------ . . . -;:'-' ";r,.'1:,-o;:;:::. i::$;-l'''-';:l ,,,L;'''t'.,,:r''',',.',.'''•,1`"':.,, ; ';':,'-,,;-':'' „,,, . ',,10?#,I,';`,,,,",,,:'!:';447:rt'.'r,'',.';',.':':",,r7....,,.7:,,,..A.. ,,,,-' ,, .,- - .., r . .. . tai. ---777." .... ' . (11 4:7..,. .,,*. 74,'"..•i:,:-;-•`..- '•:--.'./. ,,,,.?.:1- ','"•: ':. ,•:..;:rfL-`-i'i-,.;:--q.'2,':,,'.'" -- ' ;.,•,,.,,-,, ",s .t• - .7•-„..•154,,„,..;A._.. .r.......__ ,j 7 - . . .. .11.t-1417:4?,:,5!-,: '.:.';,;-.:, ';' ;::'''-'. :VA\ ....:,:-, --- .„..,,,4...f,......4: L....„L„,,,,,, r r r . . ., . ,(1.---,' :',-.4.1,'7:-:',i'l:•1-7.'4'5,-.7 ::: ; •, ,-..4 • •, -,-.p.,::-.:71v7,-,77.2= =,-,.. ':;41,-:-,.. -=.--.. ::==,,,•=,• -- ,- .'-". , ....,,,,,,..g.---_,..-;--7--.--..,...,.•,,,...p , ., , ; ..:,..;,:.,,::::•,:-•i-----.:,...:-.L_ ' -.....' -. .-. ',..',: lb TOPOGRAPHIC SURVEY -,sa l',..•,. z ? ,...z.,:!. , . . ,,,,,,,,,,,,,.•0$,7r.,..,....,..,;..„.„,,..,,:i.„,:-..... .-..7„,..i..:.,......r.7 .... .. • • r., -77:,,,,..--ic.-,c.,i1.`.1''. :-.,..--,,,,:,:,7,; ;!!..i.-..r.::.,:fr. •-•,- .. _._ . C V.- ,---A- " '-''-: i LOCATED IN SOUTHWEST ONE-QUARTER SECTION2TOWNSHIP 2 :-- ;.•,.- .p , SOUTH, RANGE 1 WEST,WILLAN0IVITETTAIE3PMREORIEEA:3N,i,,vi • -•-:.-:•:"?..!-:-';':_;•-. .::•-•' ' • r r _ p_____ ;,.' p . 4.0.1.1.5 .------ :I •;•-_":- 4, ° CV ':-.i '-':-'''-'1;7 4°';',.''''',,•±..-..,-i,.P' ;• ,,. - - ,,!,-',.iV., ..--..,:`...;' ,r,.;,• • '. 0, CITY OF TIGARD, WASHINGTON COUNTY, OREGON THIS pEamIT 0 ..... .,, . ... _.. <I '. ......00,00 COMMERCIAL USE COMMERCIAL USE to .... Et .. \ (GENERAL COMMERCML ZONING) (GENERAL COMMERCIAL ZONIISIG) 1 . ; - . Ill rril rn 1 S U R V E Y 0 R NOTE DATUM- SURVEY WAS COMPLETED BY CMT SURVEYING AND CONSULTING, INC. b DEMOLITION NOTES • STORM DRAINAGE TABLE- ON APRIL 16, 2015. 1-- ,. . .................... .„ ....., .. . ... , .,,, ,„........... .... .,., . ....... . . ,......... .... . ....., , .„ .,„,...„.. ...... ..,. .. ..... ,,„. .............,.. ......... .. ..... . ...... .. ..,. ............. . .. .... . ... . .. ..,. 1 REMOVE AND HAUL OFF EXISTING GRAVEL. 10 REMOVE EXISTING WATER VALVE. CONTRACTOR TO LOCATE WATER LINE WASHINGTON COUNTY BENCHMARK NO.949 ' 0 REMOVE WATER LINE TO PROPERTY LINE PER CITY OF TIGARD STANDARDS, A 1-3/8" BRASS DISK IN FIRST CONCRETE STEP ON THE SW SIDE OF THE 0 STORM MANHOLE IC) STORM MANHOLE STEPS OF THE TIGARD GRANGE HALL NW ENTRANCE.APPROXIMATELY ! , • 0 2 REMOVE AND HAUL OFF EXISTING CONCRETE. RIM -=206.26 RIM=210.28 11 REMOVE EXISTING WATER METER. CAP SERVICE PER CITY OF TIGARD • (NI 2,045 FEET SW OF SW CORNER OF PROPERTY, OPPOSITE SIDE OF STANDARDS. VIE IN (S)=200.46 12" IE IN/OUT=206.73 Zt5 HIGHWAY. 12" IE IN (SW)= 199.66 a EX. CONDITIONS 7 3 REMOVE EXISTING ASPHALT. 12 REMOVE EXISTING TREE, SEE LANDSCAPE PLANS. ELEVATION: 269.592' 12" 1E IN (N)= 199,65 0 CATCH BASIN 0 GRATE= 209.29 SANITARY SEWER TABLE: 1 AND DEMO PLAN W 4 REMOVE AND HAUL OFF EXISTING HEDGES. 18" IE IN (5)= 198.86 • I fo • •• 13 REMOVE EXISTING STORM CATCH BASIN. BASIS OF BEARINGS: 18" IE OUT(E)= 198.82 IE OUT(S)=206.60 ip SANITARY SEWER MANHOLE -4011111%.„,, C-r 5 REMOVE EXISTING UTILITY POLE. COORDINATE - - . ..,. , , „ ..,......... . ....... ... ..,......,. ............. ....., „.,. .............„.. . .. ....... .......... ......„.,.. .... .. . ._ . .... 0 CATCH BASIN RIM = 206.38 SURVEY RECORDS S 0 ATE=20 CATCH BASIN BASIS OF BEARING IS PER FOUND AND HELD MONUMENTS ALONG THE GRATE =206.64 I 14 REMOVE EXISTING STORM DRAIN. 8" 1E IN (SW) = 19257. STUB - SURVEY NO 29424 WASHINGTON COUNTY WITH PGE FOR POLE REMOVAL GR8.74 E OUT(NE)= 203.93 a CENTERLINE OF SW SCHOOL STREET, TAKEN AS N 45°01'40"W PER 12" I8" 1E OUT(NE)= 197.23 MJZ ›, (NI , TY . 17 IE IN (NE)=205.86 ..d E 6 REMOVE EXISTING POWER LINE. COORDINATE 15 REMOVE EXISTING LANDSCAPE. 12" IE OUT(S)=205.11 -, WITH PGE FOR POLE REMOVAL. L_ 16 PROTECT EXISTING SIGNAL CABINET THROUGHOUT 0 CATCH BASIN fa) 7 REMOVE EXISTING GUY WIRE, COORDINATE SCALE' 1"=201 0,171 GRATE = 206.39 - WITH PGE FOR GUY WIRE REMOVAL CONSTRUCTION. 12" IE OUT(S)=204.73 11"2"114116MensumEtatimmtvall cu - 0 _ 0) 8 REMOVE EXISTING FENCE, 17 REMOVE EXISTING CURB. 20 10 0 20 ETD L18 EXISTING CURB TO BE REMOVED UNDER A SEPARATE PERMIT. d I. 9 i REMOVE EXISTING SIGN AND FOUNDATION. Cl.0 15 19 COORDINATE WITH PGE ON GUY WIRE RELOCATION. _c co' ' ... - -.---.--: -::::! ::: :::-.,..- -::-.'-. .:H.T.----:-:-:: .'-.: : - --:--:: :...:-. .- - .---: :: : ::. -.:- -. -,. :.::::E :.-: -:-- :::::::::.: : -- '' •::: H.::.. :- - L.:::.:::.-:: -:: r.. ..HH ----- ---:..:.., :.. : --: - . .. .i: . .:. :.:. : ': - :.::...::: ::. : : . . . :. - - :.. . :. ::: : . :.: . . :. : ..:.: :. :: : .. .: .E . ..: . .:::.:.:. :: .:: . .:.:: .:::: : :..:::::: ..:..::. :.:.:.. ::::.:. .' . . : .:.: I :::. COPYRIGHT 2017 -] .::::i! This document is an instru.L.Lment of service,and ria"ni :, such,remains the property ofthe Architect. Permission for use of this document is limited . . D 11,11j1 WL and can be extended only by written agreement with vega architecture Ile wiriyorawipgirequ 11 1 \ \ ::‘.:S P, RRE°:F:111(C .,, .,frk \ 720 SW Washington Street, #750 1 .,,c:) \ ; Portland, Oregon 97205 I ,„ .. 1 14.1 ,.'A \ i 971-280-8641 , GIN -t, N ' .-4*Q IQ N, a;,..04 - -------..i. fi-',•fi,•; . 65433PE .r... I 6, 1 tiiii '.,\ \ ti) m,; - - LEGEND: CHARLES F. TIGARD \ CHARLES F. TIGARD ,,,, ......., ,,„,„„,„ - BOUNDARY LINE .. I GUN 4 Y ?..'") N„ ELEMENTARY SCHOOL \ ELEMENTARY SCHOOL ,--,--.,_-__- --.-_____-=, - - EXISTING CURB LINE "fi, 09, ...,., ... ‘ *gh- (RESIDENTIAL ZONING-R12) (RESIDENTIAL ZONING-R12) \ , \ , \ \ \ \ \ \ , " PROPOSED BUILDING ,, „,,,,,,,1„ \ 1.1 (10(L) - - PROPOSED CONCRETE CURB EXPIRES:12/31/18 1 1 ;-`,.. 1-I WO - PROPOSED STRIPING i „ .„ __ _., ,, _ ., _ I ..,, ___II - EXISTING CONCRETE SURFACE .::,i.,:,:. :::: ::: .::':!•:;:.;.• ::,;::!::::. 1 f , 152-- 15.2' 15'LANDSCAPE BUFFER 4, . , , . , ., 3.0'OVERHANG 3.0'OVERHANG - PROPOSED PLAIN CONCRETE WALK - F20'BUILDING SETBACK 1 . . -4 -..c A-1 1-..----, . ,----,-, - .. • . r 108.0' 21 3 4 ..„ . - PROPOSED REINFORCED DRIVEWAY CONCRETE ..f. , k. ----- -- T--------1-r " - 0,7' i SURFACE - --- - -- -TEE- ---- ---- - i -2-11- - - , -- i , . : .. .. .. : . . ... . . . : , 1 15.5' 12 15.5' 12 li '±1ir. 1,0t2', -i',,° - PROPOSED DIRECTIONAL PAVEMENT MARKINGS Iarchitecture IIc -0 1 6,0' N 14-. ,. 108.0' ly •,....-.:-; / ///////// if 1 , I 1 --cr- - PROPOSED SIGN i , 25107 genesee trail road , j\----R3.0' R3,01--r , R3.0 i - i...,,_ _ 1 ,.t . / 1 ! PROPOSED RIGHT-OF-WAY --\/;' I , a. golden, co 80401 73,5' R1.81 , , - PROPOSED PARKING STALL COUNT PER ROW TO BE DEDICATED X i 1 0 7 , I... :io,oi , R3.0 ' 1 ! so 24.0' ,_ - '1 5.0, 24.0' _ 7 303.872.0487 zio Ii _ PROPOSED TRANSFORMER CD / /1/- . is...*.,. R5.0' vegaarchitecture.coni w 9.0'- 1--.--------25.1' "'I R5.0'-\\ R10.0' , -*!' 0 - PROPOSED BOLLARD -- / :_I 3 7.0' ,,,,/ 22.3' :-i -z-__.. _- ' - ' ' '.._ L.0\,\,./..r...\2E \\s.,,,' " \ '8\:61 - -7 - '' ''T.° 024•Nummv,.4,, 1 .0 1 1 _ PROPOSED FIRE LINE DOUBLE CHECK ASSEMBLY\ 1 R3.0' R2.0' 1 11, iithi, .,:."-- '...':"="----,,,- ri'6:0-- .___ 24.0'--0-1 \ 24.4' i 1Arc, - PROPOSED FIRE DEPARTMENT CONNECTION r - ' \ ' r/ '. LL1 1 1 ' '-• , 21.8'------.--1' I , \ \ i ., 1 ,_-- ---:-5. ' L---4 11-0,--16,0,--.. :• . \ o , - l ( ) I - PROPOSED MONUMENT SIGN - t 1 , : , = H \ . -_7 --n* - .-....... -- - -PROPOSED SAWCUT LINE 9.0' 1 1 se) ' ,77.: 54.0'- - ___-); -"\\__. 1 , Umal 1 I ! R5,01 t -.0-14,2'-0,-1 .,,4 ,,,: . V 0 0 - EXISTING PEDESTRIAN SIGNAL 1 , I PROPOSED RIGHT-OF-WAY 1 „ / I I TO BE DEDICATED -126.0'- LL1 LAI / I I , ' - 1 il t NBEJ 1 1 ' 9.V 1 9.0' 1 e 1 :-. CI) 1 , ommiss ---= . ! i. i 0 - PROPOSED SANITARY SEWER CLEAN OUT / ! I 0 0 1 I 0 - 0 - PROPOSED SITE LIGHTING / 1 i PROPOSED SPECIALTY RETAIL ) • / ! F1814". / 1 . ':.,, . : 7.(;1' /: 4' 1 i , 2 1 1 - PROPOSED BICYCLE PARKING ).-,, ' lini . ///////////i !• I R5.0'--1C--[...._25.8' 8.0' J 1 14 I - - 9.0" 1 / i -Ns_ 4 ••••••••.. 23,0' r 6.7 --:-- R4,0' li . .40) -9.01 '4*Asum146.5' -74.o, v.30,0 I Cr , ! 5.00'SIDEWALK 1 / , >"' 11 - / II 6.0' --- .... -a-4 „.,„/ ° 1 J / al 1( 6,,,7 r- ---"-'-'-g.°'9101-R31111: j 77 4P n....7/7 1 7 1 / COMMERCIAL USE I ll 1 PROPOSED RIGHT-OF-WAY - '.; 1 1 1 1 SEE DIMENSION BLOWUP - . TO BE DEDICATED 3 / .,..,, j),,;; 1 2' (GENERAL COMMERCIAL 1 ii• ON THIS SHEET II , . / . 7 I 21.6------ --!1 ,. g .....ii< 0 , 1! 6'1A .1 2/ / I I ,-;- I L t 118' 1 4 1'14: I-' ! ; I - , , ciOIS , -, ./././///..//7/./.. . .,_ __.. _ , 1 _ _ .. ,,,_ .. 711 IIMINISIIMINS Cr 0. W ...... I 1 1 w 4)1- . -411147- . -4:i5.41. , . _ ------ 1 . , _ -\7' 0 2 o ...., .:• 12,9' , . .., ______ '___ .,...,___,.. _______ i _ ,--....:,2!';,;,-q--,...•;,::. ,,,,,•:7.--;,"..:.- ....6006.4....,:“.-,-,r 2.;,c,„,,i.„...,:l!L',4.,:,',,,.,.i.;',,-..,;,' oN ,, , Ua] f-xl ---„, / 0 i V ' ., . '. •.-T.- .,. ,..,,. ' . - EXISTING TRI-MET BUS STOP i /4- / SA Lo ct (APPROXIMATELY 115'FROM PROPERTY LIN ff....AL.. : , - ''Y'-----ss---- 3soc .."- "... . " - 30.0' Ela 5..t. .5' , :'•;- i+ _----• -. --- _---- --- 1 .0' -- - ' 52.00' ......- .i., •,',; --- 7.0' co , _____ EXISTING RIGHT-OF-WAY'.- PROP,ROW ;. -,!; nom ramomi Noire wow ,NNW ::: OM= MEM MI= MOM MOM . ------- TO BE VACATED -_- • . , -•.' t I, I .....--__ . 1 , I 1 4 ' ,, .'. ',i... JJ -----5 __,......-- - - _ A- Aillib. 1 06.20.20117 C:ilo„ j • _ .,.,..._ _ _ , PERMIT+CONSTRUCTION --_-_- ---7,,, ,air -- .. .- • Li 9.5' c\---- - , - m ••,... „ __ SCALE: 1'1=20' I _ “ „ _ . „ . ...„., „ , _._,... ._. . . ,,, .,„ .1. ..... . . - _ , ____4**--- , - . 20 10 0 20 - ---------------------- ' ._-c--A'----"j'`----s2--- • ,.. ,i ,......., -. ..,. I A 21.0' _.-- - ---,----- .,, ,... CA 1 (1.) ...›- ---,--„T,..,,,-.:,--,7-.1-7:-?-7.-7-.7-77.r.,,7,--.Y.,-.7,7.=,.•.' ,, :. ,e y,!,,,-i.:,.. , .,. ':', " '. , ,.;4!•:.',,4.., :;;;: :t 7.. L ; ,-A,•:, ,,,„:•,:;,.,,,:: ,..: ,.,,,!t: ,,,;.,,,,,, ,,,,;.;,., :, .,:t 2,,..,, . 03 - ..... 73 V , , 72' ' ''''::.4 '' ' ' ''' '' .' ' ' ' ' '' t ' '''' :"'''' ' ' -•' .. ..:11:::• .,:•...••.. ,_..; ...,,i::•a-_,..;,;,=..--. ...:-,-.., ------------- 1 rT.,i, [:.:;.70rzs /''' ':"" '''''"---,,-,-,,',, --,1-,-, ,_L..,...__. ..:„..„...,____ ._,... cf) 0 . t, i .; , n:-- -.1, ,,( ',.4-;,-, .. :: \ (:',, .::: ::2.-,:;•••:.,:':,-.. -......-..„..., 1 07 20.0' _ v..1 :r.:-i•-F.-7.;-.. .!:1(217 ' 42.,iiiini .. -10:: -;',-.',,. • I- , • 0 .b.r.: '---'-'-'77,7;!7:7nr'i::'' ''5:'-:1 J.1•:;;;;i.:7,,:::-;‘.7':.:1S,' :',:-!' -''•'--''':*;pii-„:•;--..i...0"-"th" l'':; T,„r somentweem i.46...i, \ -.C.-2,...:0 ;7-'7.: '' ''-,-:' '.:;; " *'""*""""*‘". ...-,-,-,-IVT:i."7",,,";:, ''::,;.:',.,-.;'.:'•••.';71',.:•;',;,4,i4e.rtavoomrio - /._'•1 :.` Jr ---1":1 1 1 1 ' , _ 6.0' :NTC); . / p/-:- ''-•00., i- ();\ T , , ) ' '''.1- COMMERCIAL USE 1 COMMERCIAL USE I M 0*°P i (GIENERAL COMMERCIAL ZONING) . _._:.:. d ....----F.---. (GENEIML COMMERCIAL ZONING) i CI , 1 ,_ 60'------ A ,i , -1 ... 0 i 1 i c\I I cf) i , ..,- DIMENSION 0 tri 12104.5' Ti') tf) rrt vp I to PLAN I 1 . En- 1 1 I - NAJZ 2,- • 1 0, :i-.1 -22.....4...............ONIMINNW/IONNba PNIPMENWRIPIPMMOft 1 0. 0 - MN= maim gam sum magmer-summor-41010-1116617 Tinos mon ;mon v= aim =n lam CS (1) DIMENSION BLOWUP 1"=5! Eli C2. 1 c 13-.) a> 0 ::•:Is•:, : ... :,. COPYRIGHT 2017 .. 1 This document is an instrument of service,and ' os such,remains the property of the Architect. Permission for use of this document is limited CHARLES F. TIGARD D 0 • . , •. tj i 1 IF\ \\Nti . • I W ision i -! ' . and can be extended only by written 1 _ . i ,-.:: agreement with vega architecture tic ,• .:.r.l....::.....y..........'........... ELEMENTARY livititTailiffeiviTINKITM 1:: ,:::. -..; - :. -,• . . . : .. • „ .: 7--: (PARKS AND RECREATION) :::,:-: .-. es• vi \-----_ 720 SW Washington Street, #750 :::::::., k'\ ••,.*,.% ; niro .•. 7',,--:•i_i-,.,, // • - ::•:-,.:, -,.irZr,-7,-:.,?;!.1 5(208.42) \ 8(208.19) 8(207.31) 5(206.72) 5(205.88) I Portland, Oregon 97205 cc0 P R Ores I :... .zt ,i:1 1.4., / S(209.61) S(208,58) 971-280-8641 i • t St.3.,„ 1 co ,AG: NE 6- . 1 ..._ __ ii________ "•• 65,433PE ,„,, . _ .. .. . . . . ... . • . • • • --"• .: : I • i I'.. -I. • . TC:209.76 TC:209.70 . •.. _, ._.;i:-.:: ::•-:::;!- . .. :, , 1 ; v : . R/BC209.26 BC 20920 . S208..29 S208.08 LEGEND: • .. ... . ... „. ,.. „.„ o ' GON - .200 \ •":':•"1 - i i ':;' ' - • : „. ..... .. .,..., I --------4,---- ";\.\4 / : _ __ 9 • • '''7.---\C: . \-i:N ......,,„.., - BOUNDARY LINE 1 ( . .°-•Z-'"-----.."-°m^^=•-'''..• ---'"...'"-.-'-'.'..."--. ". EXISTING CURB LINE /./V S. ill,\% . . : .1 . TC:208,58 - - . ... SEE TIGARD PFI PLANS 1 j :.. ,..:,, C:211.0 ; =: BC:211.0331N. IC210.84 „ 1 TC210.02 •• R/BC:208.08 • 1, \11 FA ' ' TC:208.48 . ... . . BC:210.34 ,,,,,, ;77]• BC:209.51 EXPIRES:12/31/18 ,.:.: . \ 7'.' f I TC:208.72 • ' : • - i" BC:207.98 ...4- - PROPOSED CONCRETE CURB -- FOR SCHOOL STREET I . ., ,‘. I ' cl , i .-.: _ -; : ././// / - 11 , -- I i..,;------. -. /-• TC:210.01 ,e)'\''' 717, .... . TC:211.00 . . -• : ---,- HIIII::: . - - EXISTING CONCRETE SURFACE ..i.:: INFORMATION ->e •i . .. •, i .i. . . ,. .. BC:210.50 BC:209,51 : 9/ i - . - 4•• - „0-,S(206.85) TC:208.66 : • - : ' ., 1 „-,,(- •''. - _.. -/ • . . _ . •/ :: I TC:210.11 TC210.57 BC:208.16 . . 0 :w -- • 2 - : i TC:211.12 8210.59 It TC:208.40 / : k"--.Z.\"-S206.88 - PROPOSED CONCRETE SURFACE .-................................"..1.•"..."..'l.'•::.".j.....'......... / : .-: 1 l''" 7. • '''' BC:210.98 Bc:210.62 of N -,,,, ao BC:207.90 : = TC:208.24 : vega .. , , .. . f \'' 8210.77 BC:209.78 \ ,,\\• TC:209.55 TC:209.38 TC:208.35 1 ; , BC:207.74 -17- - PROPOSED SIGN 21 11 I , .. I S210.77 . 8210.66• r.. • '- .--,_ w , 5210.76 BTCC::221100..2631' '' ,.,,. . 1 ' J. ; 8210,76 , o to . o - ' - IT - PROPOSED TRANSFORMER / . \BC:209,05 BC:208.88 BC207.85 \ ' :1 \ •i-;' • - - ; 0( .w . . \ .: -.„. ... . ....... TC:209.43 :::::" - -------...„ • / • - 7 : 1 7- '7. . • 1 , ' . E S210.92 S21.,1.03• '' • • 77 • , . - • .. -,. • ..,: • . • g .- .,,i . _ S..?19.9cr .. s•210.35 • .7,./..': ,. . . ,.7 4 -4".1... BC:208.93 ' , • (; (,„, architecture Ilc I _ PROPOSED MONUMENT SIGN TC209.28 , .....".. 1 I \' I • •/;;.: 11 I I / . ::: .,:: 1 - ._„4.:,----..., 1 ,,. .w TC210.17 ' : ::.‘ 5C208.78 2,5%. 25107 genesee trail road , •• , 8210.90 41 5210A8 - - TC:210.42 BC:209.67 , . R206.64 1 1 - PROPOSED FIRE LINE DOUBLE CHECK ASSEMBLY• 1 3210.90 golden, co 80401 \. ir ! / . -.. -.' - BC:209.92 TC:210.17 -- TC209.12 ; i: = . 0 i• 1 •• TC:210.65 , 1 ‘-- - - BC:209.67 RiBC:208.62 \ .,, ' : o _ 1, , :-/ 5(206.94) xt - PROPOSED FIRE DEPARTMENT CONNECTION 4 / 1 7 \ . BC:210.40 303.872.0487 sroRE • i. i. . •• : :.. 1 , ,,,„,tqa...,„?_,,..,.....„ I ; I e , ..- 1 ' . • 3210.65 ; TC:209.04 1,111,,,,..„‘,7. :--, 1.5% vegaarchitecture.corn ... .,, .:. (GENERAL '3 11 . I , * • 11 '- 1 PARCEL 1.. . S210.65 is, -.: Z,' BC:208.53 --t ,_.p.„,..,-- ,-0,- -PROPOSED SLOPE ARROW „...: • • •. • - /617) r1, •'_I ''' TC:207.79 . .. COMMERCIAL ';;, -• • 11 . . - - • .-, . 1.5%,o. 5(206.96)".29 g -PROPOSED CATCH BASIN / .e.......1=4 .. 1 * I ,, . ..,•--] • TC:209.39 - I , , ZONING) ',/ • .'•1 f ' V' •• - 1: I . BC:208.89 - 1 - 0 -PROPOSED STORM CLEANOUT ::::,•,-, ,... / rf/1 1*. : i •- 1 . ! .' ' ... .1•. •• - • I TC:209.11 1 : 1" 0 -PROPOSED STORM MANHOLE •';'' - ; 1 .&,', • 1 1 Imml .• :7 1 BC:208.61. ..; !i'-‘•' loo- - - - - - -EXISTING MAJOR CONTOUR ::. • /' ..,I / , c• , . . ,,. I • ,- - • .. . N. .:. 2.0% d 5(207.01) 1\ I TC:209.11 • S207.74 1'1 -al - EXISTING MINOR CONTOUR ... ... ..: :. /,,,,; • 1411 • . I I: P ;; •;.. r''''' ' • • I BC:208.61 .. TC208.99 , i." , . 1.0f -PROPOSED MAJOR CONTOUR . •• 1 . ..1 • S210.65 PROPOSED SPECIALTY RETAIL t I •-.. . : to- I TC:209.57 BC:208.49 I ' . 72777.77,77/2 i • - / ioi -PROPOSED IVIINOR CONTOUR Cr :.. • ' :w FFE: .210.90 , 11 " >41 TC:209.62 i BC:209.07 1 : . , : , ,,,- • _ _ _ _ ____ - PROPOSED SAWCUT LINE :•:;.' :.. ..: ... -: , >••' : 4.-1 •c, BC:209.12 I : --TCy209-2-0- - - - 71 ''' - PROPOSED VALLEY LINE i ‘7.1 ." " • :"""/ ">/// / - // /////////// - • li " - - • - I ,„ B6.20870 ' • '' -11 1 i; .. - ! .. / . / / 1 x • x x - PROPOSED SEDIMENT FENCE •• TC:208.24 1 1 ; 5(207.94) ... ... 1 1 .. . . . .. ... , . . ._ ,1 . . . •ri-- .. . ... g ------- - 001 '.... .M207.74 .0:.' I //,', . SW - PROPOSED STRAW WATTLES :••: .... .• •. ....: • .•••• ... r - .1 i 1 -Ii • I • • . i :\ I\J•I.., 1 : wi, . ^ Elb /anotessinn I . , 1 - . .,. , . 1 1 TC:209.50 • . BC:209,00 Te207,86 - PROPOSED INLET PROTECTION \ 1 . w . • , ' 17 . '' ''' •r///. .• < • : 1 - . : .' BC:207.36 ' SEE GRADING BLOWUP . 1 • •,/, (COMMERCIAL ZONliVO) ' TC:208.39 R:207.61 • • •. \I'4Th -...- - • _ BP;207.89 • 41 1 VBC:207.11 ,...?:- ON THIS SHEET .. •• .-' MIII---jill"4261"2211"161 < . - • il 7. v • \ ... .,_ ; h • • 1 . .. i:t . '' . ' .. . • TC:208.5•5 - fr,:---• --- <3- --/ 8(208.37) ____ ,‘ . , . TC:207.51 [ . ' : 1'; :1 .. .. • . . . w . BC:208.05 . ::, •• • • cv : / 1 . . . . .. . ,. R./BC:207_01 -------------ak twi----- -- www I" " 1 W . • I I • 1,, . . I 11 TC:208.87 1 - lk"":-...... TC21d8.07 •(: / , . , . : .. --11:•:I,.:- 1 (I . . r i r , S210.65 . MEM Millliiiai . ., ;• . I v ' \ ' (ct) - 'c:,.-- ''7 -7 L -"' „- • .-. BC:208.37 : \ : 777"-----7. ' . ... .. . ,4 '''..... 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II:, . - _ .. . ,.....: .:.;.:-.:. v .. v 1:k •I 06.20.2017 -. ,• .• (?+,- -0- , . .. t I PERMIT+ CONSTRUCTION ..._.,:... •. . r 1:„ ::: , ,,-1.-•.. ,-•;,:...-. -:;-7"•„k":., .;,-._:',I., . . . ,:.:.".., ---::- . S210.85 S210.69 - I .. TC210.21 S209.94 . •• :I:I• .. . . •• . . • ''"g-..-;: • '•I' ':*••• 7..:••‘g I. '.i"•••": '''.••,,;' '..?.,•,,..; "..!..'! '''''•r•'''• " ..:,:'..,, -.;:'.;'. ;•,?;•-•;°":;:,;,:...-: '.,-;•.4...,•ii-:•1 .. • .- i - '- ''. BC 210 21 I/• ; •• - •_,•:____,..„, i„,-,---- -:;-;•:;7_;•II :.`,::•„:::', I_I.,;••,:t„.,-.!:„ -• - '1.: ....--,..'•--;i'.4:-,!-,...,z:, ;•,:. •:.'-ii•!.,'-';';;iz-4L-,,,....s.L.::..a..2:,L.,.._-,..,_, _- • - ''' ''' . . . .,. .... ........!.'.?:..'.?..;.!. ..i'll:..'...7f.11"?''': '.1:.:,•'4 i r.-;::...',?: ':';'. 1.:..:.'i' ''1,'..!-:.•::. . 7.'''..'''t.:1,,,,i..q):'1)..1..'af..Y1'. '•;•;V T...'r,Ak. .;..4,...,,. ... . .- .. • . . . '.,6 '.N °, ,''' :. ... '..• .5''..,.' 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EITR.MTT ... .: .'".'...'......'.:.. - ,,-,,,::,,,,,,,,,!:,„„:-.4..,-: ,,,.:,;•,• :-.•••••,`g:,..•,..."•e -ir. 0,f=;---,:-.....:- -;,t:.^..-..4:•','--:'•_A"•:,;7, ''7 ''°.°-°","'`.° .„44'.... 4%-,4='.''''''.;. [ 1.7%- 7,8% ';"- .:l•:,!''.;L:,-:,-,...?•;::.., .,.t-,,,I: ;,,:: :.,.;i-.-,-- ,,,, .__ :. :.• ..1,I'''..a4:----"t--- „.....---• i Cil . . ... ... , ,...,---•' COMMERCIAL USE I • ..-- 1 COMMERCIAL USE (COMMERCIAL ZONING) Mi .... r• )r:1, (COMINERCIAL ZONING) i•II , . • ... opa) , , ... 0 ---- Xi \ '}.2 TI6:2107217 . . (NI ..-......,, :::::. ikl „- „ S209.97 111: \ S210.85 '::'. °.4.ru..." - ' I BC210.21 ... !;::::•:: t / ::•II..I I I 1 v . : . • . i . CC i 1, '''\‘`• "c> • w,. • cn 1 : TC:210.48 - LU i , I ... .: I- "4 ' •t„ I TC:210,71 BC:209,98 Xi i ,, IF CD 1, I d - ' ' BC210 21 tri \ 521(190 .Ji S210.76 .4 . I] . • • .,,.. ) . < MI '\ . ... ... NI . 1 • V .. ; *4 TC210.48 O I BC 20998 0 1 ‘ ::. .. 1.- \ I, . n . ... •..,il,8210,76 ,,, . b210.68 S209.56 ., CC ..:. [Li... • - $209.63 REPEp :r.;-.Ncr 7, • 0 di! , ::. . : D ,i)., „ :. . . _ ..:. S210.31 . TC:210.60 • • - iii ff° II:5210,75 • • 7761j. • . ..,\,0\ 14, BC:210.10 (i.) GRADING .••• • ,. • .\ • •,:,::,,i,,.. : .: L I i: . _. PLAN,1 71>• v c471.11.".7-7.%, ... / .... . S210 68 / - I 8210.65 5210.75 S210.90 1H oN ..N. . .1,,.g . • S27.57 \ ,„ _X i , Tc .., •I' 5209.50 .210.76 . . 0 " FG:210.76 -2Q9-. 5208.70 MJZ . c‘i "TC:210,58" • .- z,. . - v • t, • E I-FG:210.58"N • V.... TC:216.68 . TC:210.85 • . . .. . . • . . .. . . .... ._ . ., . - - • •• - • •••: •• - :: . ..• - .,„ - ..., ... : :. - .,. ....: --....--- ,... :- -:..---: . • S208.76 ::„, - I '••• - - •••• - - - - '••• •I' - ........./ . - - - -----. - - • -""----. "rn t" IC 21076 5208.73 S208.66 t:, ' • 1 ta •:::.:. cri .. L -- •.• 0 • V FG:208.95 • • • :: •,.:::,.'::::::.:•;:.:::. :::::::::::::::.:: ::::::•:::: ::::::::::::I ::::::::.:::': .. 0) mom -41Iiialier'iliiiftill4 liggiliell . :...:... " . J ;...:, . n GRADING BLOWUP .'.!;::E 6 :.••• , cla .:.:: . C3, 0 • .:. .• .. . . .. . .. . .. . . .. . . . . . . . . . . . ... ...... . .. .... .. . . ...... ... ..._ . .... . ...... ...... ....... .. ... .. ., ...,........,. ..,.....,.,..,............„.......,......,„„.„:„.„:,.,.... ..:.„„..„.„„„.„..........„..,....„.„.„.....„. .....,......_,.......... .......:- This COPYRIGHT 2017 , Thidocument is an instrument of service,and I . rsaCal ,- 15I k DW !. , as such,remains the property a the Architect, Permission for use of this document is limited - and can be extended only by written ief51,1. t \ agreement with vega architecture lIc t Ca li tfil , '' r11.#i CHARLES F. TIGARD 1 1.1 t I z,3 tn U-,.:1. : S .. ELEMENTARY 720 SW Washington Street, #750 4\,,,, \ Portland, Oregon 97205 c,9PROFE (PARKS AND RECREATION) 971-280-8641 --F, N /0 1 ',114 '' `. 65433PE E- . . , . LEGEND :-:-s- 0- GON , - EXISTING BOUNDARY LINE ,,,,„________® SDCB-01 , • k cc- EXISTING EASEMENT LINE 4 S. .:,.: ,, 1 ;-, - - EXISTING CURB LINE .... EXPIRES:12/31/18 . , 7-: SDCB-02 8 1 (1/\,,) r ] , , , , , ,, , , , , , _ PROPOSED BUILDING FACE . .. - PROPOSED CURB LINE „- \:- 11 ,,) ' JE; an 36.3LF 49.8LF M @ 0.74% Nil. ;,, . - - PROPOSED STRIPING ..:: i. - . " ' , NW @ 1.00% 61.9LF 6 SDCO-1 ,,------1 v ,, 7cr ] i / \! ' ., m Nilif @ 1,00% : , 14 89.6LF 0 SDCO-2 44.8LF - EXISTING CONCRETE SURFACE ..,. . / " 1 : -., - / I , . .q 7'.'J @ 1.00°k @ 1.00% , 6.0LF /`°,3" . .• - PROPOSED CONCRETE SURFACE / / ' 1 @ 4 007 \."..i° - ' 7- 1 5$- 0 5.8 SCI ri. ., . :0 / i : `- - ° / \ ::_- ..-:;..:,.,.!;...:,::::::::,-:.:...::::„...:.:.:.....,- ...-:.:,:::;.::.:::::::.,:::::::.?:::.:,:::.::,:..-:„.: .: :::: --- 1 - PROPOSED DOUBLE CHECK ASSEMBLY AND VAULT , . ...._® 030.00.1-7F0% architecture tic ,, ,,,,„, ,,(- N. 35,8LF 1 , ,. ,./ , .,, 1 ) r__D.._. @ 0.61% \... Li - PROPOSED DOMESTIC WATER METER 25107 genesee trail road \ • \ r .5' ' 9= -f.' . ....,...* _____;., ...-1' , ' -_''' ''' , ./.. .. .. . '-. - . 1 vil - 1 ii :' - I - . • \ -,,.. ,, Ip 0 01 - PROPOSED 1500 GAL GREASE INTERCEPTOR , . -...... golden, co 80401 / 1 6.1LF irk 6.3LF giA I , [-- ,,- 1 @ 21.20% ‘N7 @ 27.97% N17 SDCB-04 67/ \ / 1 I ., = 8 ,.,,,,.____,07 12.7LF 303.872.0487 O'REILLY'S AUTO il -i, \ 1\1 cs,. © 1.00% 0 - PROPOSED SANITARY CLEANOUT 'A -/ ---17..._• -0 : IE:20740 IE 20740 0 vegaarchitecturecorn PART STORE / 1'1-4-- --. M ii. --.--- f-----7--- :- ----' I 3 19ALF det 1 C ), ii \ _ @ 1<00% Ni, \„, SDAD-01 - PROPOSED FIRE HYDRANT (GENERAL / i i / • ,-;. • I-- 0 01E:207.40 ,, : - . .. . \\. N -",,,,,____,® SDCB-03 * - PROPOSED REMOTE FIRE DEPARTMENT CONNECTION COMMERCIAL 21 ---Ii, ...., , . ,_ ) , 4 rn 1 / Ss, ':I !, ZONING) / SDCO-3 . : M - PROPOSED STORM CATCH BASIN 6 614LF , 04, 1 o - PROPOSED STORM CLEAN OUT / ( j PARCEL I @ 0.507 ° i i 1.- .,:, alk @ 14.20%12I' 0 1 .9LF 0) 0 - PROPOSED BACKWATER CHECK VALVE M:4= „ 1 i - ' A. - , AI 13 96.5LF : SDMH-02 i - PROPOSED STORM MANHOLE 1E:207.40 0 SDCO-5 Ni7 , 9 .- PROPOSED SPECIALTY RETAIL . ,. :lo : 7,-,..://77/7/, 0-71 - PROPOSED SITE LIGHTING 0 1 - - '1 .. FFE: 210.90 ' • ,. ' ' 1 1 13.9LF ',:. Liall / .. @ 0.50% I Ti .. PROPOSED TRANSFORMER . 0,4 17.5LF 7//1 ,c SDIMH-WQ#1 0 ) , - PROPOSED STORM LINE I : 7 CO / musimisi ,„ ....,,) , 1 FACILITY \ ss - PROPOSED SANITARY SEWER LINE I E g ''' PROMESSIE 4 1 ..-- 04 '''.:. h 1 . '7 I ,, 0 0%1@2.00!..6F28.1LF 0 0 / w - PROPOSED WATER LINE I .,.. t @ 1 00% w . : / COMMERCIAL USE G - PROPOSED NATURAL GAS SERVICE 0 I; I 55 ( /// (COMMERCIAL - PROPOSED ELECTRIC SERVICE 74 / •. , T - PROPOSED TELEPHONE SERVICE 54.9LF - / - ---- Fo ----------- - PROPOSED RELOCATED FIBER OPTIC SERVICE 1.00% r____._ IN @ 1.00% ...4 1 ,, , I, . ii,. ( 1 I.. - 1 / L r 7/ 23.0LF - - EXISTING STORM DRAIN LIU 7„ SDCO-4 ST--------ST 1E:207.40 Ai I /..}-' --, , . (1 sE-----ss'------- - EXISTING SANITARY SEWER LINE / ..., m 1 i 2,1LF gek . / - - EXISTING WATER LINE >." / 1 I 1 P4) ' R G) 1 II ' ) v .n.AC..... ..- 7 , MI \ I 1 : , ---, (. --G - EXISTING GAS LINE 1• . '7-7 1; i - 1 . , , . -...._.,„ . SDCB-05 Ai. N. N 1 -14k 1 1 ,.. 4, SEE CITY OF TIGARD ii ,.';? - 1, k __.11 I ,s' ' 16 5.3LF r --P----- - EXISTING POWER LINE _ ...„.„„ . . _ PROPOSED MONUMENT SIGN CY)' ':.‘ dr 47.1 LF , ° '',„ , ' =, ' ------4"""•""-"1--war,r- -- ---- 7. .:, , . - ;V , '' W,©0.00% ' ' ° -7 % ' V; ''' ,`' V' ' 0 Os! FOR MORE ii 7 \ i _ ....j ,..., .. ,....,..,----_::_ __:"7„----,-____„--,__,..., - .._ ,„. ;., ., v ., ,7 is, ,v, .<, v , . „ somF1_01 >, 41111161110 C\I , ' V-',..,.,-, z. ......JI csi INFORMATION ON ., .., ,_ SCALE: IWO' "1/4..I----4.-- -14."-V-411171-.'"'-' 7 ''' • % ' ''' ' !' ' ' _.----,-:";_ -- ,44. --w------ 7 - t-:Ci----77-t---7-77:---IN" .------'''---1'7--._:_,_--,_,._-_•:...::-___-___-__ 1::'''\'''': --....„..,. .. __,.._-rols,1777,75.,,,,V-.7,?,,,,,,j:,:h.i`,:2,;-;i7sr:,'.:,-.',:, ,, ,1:1;i:;,1.,i•Vi:: :'..i1:!:::,:':,;',,',,,?.,i.4;,:.•: : ! ALL PRIVATE STORM CONNECTIONS NOT STREET STORM sT- AR.,„,s - %.,L,. .,,_ ...,-w *',..:_44:.......--_,_ .---jit!gc:Tti_____ ..,-- --------- .,. . , E-C,"---ss--..- - , __,0__ _-vp--*-4.--..... ''' . ----------,--1147-- ' • ... ,--.., -: MADE AT A STRUCTURE TO BE'WYE' ,,-- .A9 1:9 0 20 CONNECTIONS =sm Ct IMPROVEMENTS ______ ,,,...„ .... -,,, / . . ,.. ,. - %. 'N N - /0° . •. ..... (3111) > •Nho t',„ , ",,, _!, 4 ii SEE ODOT PLANS FOR STORM UTILITY CONSTRUCTION NOTES ay LLJ 0 w 0 i....: _____------- 7. At . coNTINUATION .. m 0 INSTALL 10" PVC 03034 SDR 35 STORM PIPE,SEE PLAN FOR LENGTH AND SLOPE. ,., ' ,..,, ...... 0 INSTALL 6" PVC D3034 SDR 35 STORM PIPE, SEE PLAN FOR LENGTH AND SLOPE. - . - `"-----. • - CJ STUB STORM LINE 5.0' FROM BUILDING FACE FOR ROOF DRAIN CONNECTION. .1 a SWPACIFIC HIGHWAY .. SEE PLAN FOR LENGTH AND SLOPE. _-...am4INE- ..-.;e''V in a ri, ,.s, '4 : 0 INSTALL 40 CHAMBER STORMTECH SC-310 DETENTION SYSTEM. ONE ROW . . ,----- - _ Es. SHALL BE AN ISOLATOR ROW. SEE DETAIL ON SHEET C6.4. CONTRACTOR - .,. . •.:,,,,,, ,t. i.,- ,,,, qr. ''' ' AI' TO OVEREXCAVATE AN ADDITIONAL 6" FOR STABILIZATION. . . 06.20.2017 TOP OF CHAMBER: 202.82' ''', . BOTTOM OF CHAMBER: 201.49' PERMIT+CONSTRUCTION BOTTOM OF DETENTION ROCK SECTION; 200.99 s ; _____sT.1-, ti%1 .i. -r'''',,.',,;',''':::.---:1---„,,,,:,. . 1.:,: .,1.. :.5, ...:,.::,. ,.;;..,:f :;:!,...T;:'- ;:,- ",','..: •.;,/,,7T:::,.:'.,.:, ,,,::fi:.;'};i.‘;z;.;,,:"j,....".;:.::::;:.:,,,5:- ,:r;',',r,f,g'`.;4',.".:L._..........:„.,:c;,;'44,cf::? 7:;: k.T;;;:i,',::.i 7":'4,1;;:L:p;-,1;;;;:;4•4i;A': :: :I:' '::',4::' .,.r,,.':''''''r'-.1,:. :;:" ':''::: „,',i„' :',.„'":';:''''1.'''' BOTTOM OF OVER EXCAVATED ROCK SECTION: 200.49' ,..,____,,,---CE.-2,-;-,--57--- f.,i) 7 1.:1,::•":,',._1: r':".::,,: 1, :,'..',,,','.:i?•,,;-,:';,":.4:';',`-:',:.,:,,,`f1::--, .1".1'::;"r-,:f: :., ,-...._`',',.,,ZZ'7..,,:,:.,it;In,ii!..",i..,,,,c;.,',t,,::1!""1,77,777,,;7?,'';.: ::'^'A'';k'' ;LI.--1:-2^^ "'"''''''-‘'--- 1 . . - i 0 INSTALL 4 CARTRIDGE LOW DROP CONTECH STORMFILTER 72"MANHOLE. .. A'--------rktistiK4'. :!•a?s,-..-E,:,:-, ,,:,„3 g..;...,-:. ..,!:,...,E-,••:..,.. .....;:,-J.,....E.--ilow - . ._ ' ,-,...-....,,, ,i„Vr747 ';''''' ''':',7-'--'''-;-'EE-!': ',;---• -,`,.;,;z:,-..,7.,:::---40'A°''. . '44* riP1 CI, v-.7-:-'.7,:l., :' 'C-5' COMMERCIAL USE SEE DATA TABLE THIS SHEET FOR IE'S. SEE DETAIL ON SHEET C6.3. Y: ' :1 .4'1'„, (COMMERCIAL ZONING) '''-'= 4. ,,.i '''''Aiii;C'L --''.';''.'''Z.,t'..2' ,',.4'.!::' ,° 't,'''i';'1 10%,'.:,0";0;;A;igoki10001000, PRIVATE ON-SITE STORM STRUCTURE DATA 0 INSTALL STA.NDARD STORM DRAIN CLEANOUT. REFER TO STORM DATA k . . i TABLE ON THIS SHEET FOR RIM AND INVERT ELEVATION INFORMATION. SEE Ti: rri ".1 .....„...„.... ..„.,.. .,. . ., ,. .. . . . ... , . . . . „.„.. . ..., ..„ ..,..... . ,. .. ....„.....,..... .,...„...„..„ , (COMMERCIAL ZONING) -irn \ - Ed i CATCH BASIN DATA MANHOLE DATA CLEANOUT DATA DETAIL ON SHEET C6.3. SDAD-01 SDMH-01 0 INSTALL 48"STORM DRAIN MANHOLE WITH FLOW CONTROL ORIFICE RISER. OrE; kiN RIM: 206,68 RITS --. REFER TO STORM DATA TABLE ON THIS SHEET FOR RIM AND INVERT M:209.91 SOGO-1 RIM=210.69' ELEVATION INFORMATION, SEE SHEET C6.3 FOR DETIALS. to 0 IE OUT(6"SW)=205 24 IE IN(12"NE)=201 49 IE(8")=206,54' co -IE IN(6"E)=200 -.„.").99 0 INSTALL STANDARD LYNCH STYLE TRAPPED CATCH BASIN. REFER TO STORM t ),„, (...) ii„ <I SDCB-02 IE IN(12"NVV)=201,49 SDCO-2 DATA TABLE ON THIS SHEET FOR RIM AND INVERT ELEVATION INFORMATION. / ./y-. --. RIM:208.07 IE OUT(12"S)=200.99 RIM---.209.551 SEE SHEET C6.3 - /.1- ----1-i , Et IE OUT(6"SE)=205.47 IE(8")=206.64' INSTALL 8" PVC C900 STORM PIPE. SEE PLAN FOR LENGTH AND SLOPE. . . U.1 1- SDMH-02 ., , Ci) SOCB-03 RIM 207,98 S000-3 .:., e< RIM:207.29 IE IN(1011W) 204.66 RIM 208.16' INSTALL FOOTING DRAIN. SEE SHEET C6.4 FOR DETAILS.= = M IE OUT(13'SW)=205.15 IE IN(811NE)=204.66 IE(10")=204,97' Cj IE OUT(10"SE)=204.46 0 CONNECT FOOTING DRAIN TO STORM LINE AND INSTALL BACKWATER CHECK • I- SDGB-04 SUMP=201.52 SDCO-4 VALVE. SEE SHEET C6.3 FOR DETAILS, Ct RIM: 208.63 SIDMH-VVQ#1 RIM=210.44' 0 OUT(6205.34 0 INSTALL 12" NYLOPLAST DRAIN BASIN WITH LIGHT DUTY DOME GRATE. SEE ...:. IE 'NE)= RIM:207,66 IE(6")=206.1Z DATA TABLE ON THIS SHEET FOR MORE INFORMATION. C> IE IN(10"NW)=2o4.39 • c\i SDCB-05 IE OUT(10"SW)=202.59 0 INSTALL 60" FLAT TOP SUMPED MANHOLE WITH SNOUT PER CWS STANDARDS. STORM fa) RIM: 207,03 SEE DETAIL SHEET C6.3 AND DATA TABLE ON THIS SHEET AND DETAIL SHEET XXX L IE OUT(8"NW)=204.86 FOR MORE INFORMATION. 46 DRAINAGE (1) a) 0) C) INSTALL 8" PVC 03034 SDR 35 STORM PIPE. SEE PLAN FOR LENGTH AND .c 2 SLOPE. 0PLAN E Ei 0 INSTALL 6" HOPE N-12 STORM PIPE, SEE PLAN FOR LENGTH AND SLOPE. : 0 REFERENCE ONLY .: NAJZ . .:. „z::) cq E NOT APPROVED \\ 11 THIS PERMIT 0 INSTALL 12"HDPE N-12 STORM PIPE. SEE PLAN FOR LENGTH AND SLOPE. L.: 0 INSTALL 6"PVC C900 STORM PIPE.SEE PLAN FOR LENGTH AND SLOPE, a. a) a .: co 18 INSTALL 6" PLUMBING CODE APPROVED SCHEDULE 40 STORM PIPE. SEE PLAN " a) w FOR LENGTH AND SLOPE. d Et) c C4. 0 4,-6 . :.. . ; --meq_' ; ';""r"" '" ' �.;wx.w.�,•,• .•...,. •uurw;xxxe,wwwaw.wwxw,:.+wu::wuw.........._______I j� e v; LEGEND COPYRIGHT 17 t � �d .-�_. .�... _ .. This document is an instrument of service,and I - EXISTING BOUNDARY LINE D 1::l W L1 as such,remains the property of the Architect. : i I Permission for use of this document is limited -- - EXISTING EASEMENT LINE and can be extended only by written ri 1 A are- ' agreement with vega architecture Ilc -.--- — -'- - EXISTING CURB LINE 9 I I _._ _ __ - _...._.... ... .__.. .: - PROPOSED BUILDING FACE 1ilt'�'4�� e. �' AI S svll r Y . 1 [ ] PROPOSED CURB LINE 720 SW Washington Street, #750 - PROPOSED STRIPING Portland, Oregon 97205 pPROFe,s ./.r, ,/,1:,//7 I ; – . ° r° •',� w.-w �wx.x .,'' \ 971-280-8641 CatN� �p A I , ; ,� ° �µ M_� - EXISTING CONCRETE SURFACE fi5433PE �,� �! � SO.OQLF SSCO#1 85,38LF SSCO#2 �� AalMiM� 1.Op`�/a 1.16% f; ! 2+00 - PROPOSED CONCRETE SURFACE Q ' GQN Ili I it ., _ I s 1 SS 5s I I ED - PROPOSED DOUBLE CHECK ASSEMBLY AND VAULT -1e, ) o 9, 2 \`, s # :... .... . . y .// 1 1 I : I _ __. - PROPOSED DOMESTIC WATER METER A g — _— V EXPIRES: 12/31f18 r v 9 6 L c? y 0 PROPOSED SANITARY CLEANOUT 0s. o i. 4.___ I� ::::. : — t ° -v. r - PROPOSED FIRE HYDRANT IE: 204.35 I y, �" / ` n °o ^ PROPOSED REMOTE FIRE DEPARTMENT CONNECTION �' ! \i,,., i ° PROPOSED STORM CATCH BASIN vega �) e ? _ SEE UTILITY BLOWUP ON THIS SHEET ;;- , Q 2 tr " 0 - PROPOSED STORM CLEAN OUT I I = ,,, - (C: ^ PROPOSED STORM MANHOLE PART sroRE 7;,,(GENERAL 1 f ! R G I 1°.- . - PROPOSED SITE LIGHTING architecture lic COMMERCIAL I ! I PARCEL II ' _ IA - PROPOSED TRANSFORMER 25107 genesee trail road 85.49!" �..:..: x.�._ _ .._- - PROPOSED STORM LINgolden, co 80401 E iV 2 !` I R -f . I I 1.00' f I V SS - PROPOSED SANITARY SEWER LINE r�, e ; S VII - EXISTING STORM DRAIN LINE 303 872.0487 .wow agerigi '"6 f' s_ l I72777777:77; V� arChiteCt�€re. �m ilminI ,. �. � C7�'CC� F'E�[ LT�I � [� �_ _. �.._ �... w �_�. ;: .�. . - PROPOSED STORM DRAIN LINE 9 , -_ _:��_:_�� .... SSCo. ,. r^ 7 °CY , FFE 210.90 , : G ' : :: - PROPOSED NATURAL GAS SERVICE I �.:._.......... . - � EPROPOSED ELECTRIC SERVICE yy/ // 68:91 3 T - PROPOSED TELEPHONE SERVICE �I � - `� ..__'__._.__.._..._....._._.____..._..._.._....._.._.._., @ 1.04) ,./ ------srr ------sr----/ si----'--'�'•sr _---- - EXISTING STORM DRAIN I ! COMMERCIAL _ _5, _ w_'w__ - 1 I I [45 ssEXISTING SANITARY SEWER LINE a R / U$ 1 ) 1 4,1 % __ --•- -w--•--w ---- - EXISTING WATER LINE It .:10 I II , ` �w� / ZONING) --------o-----0---.. - EXISTING GAS LINEEt rri I - „_ ( - _ .-_:__::... ._i_.___ __. _ EXISTING POWER LINE EXISTING 6"WATER MAIN ' ',/ UJ I ;� _ / Hm I �, .. �rsauxa pax exu xb j ._. 49. .. — l CINIMINISOIJ ---AIMIVelv-vav'' ' ' I ''''''' 4) i V i , II 11,1 I I 5 — a ® __. _- =_ w CLEANOUT DATA MANHOLE D 9 _ - � � � HOE ATA t IAr T ", .« '= ." . .., _ _ _. ^. - ° 4`, SSC0#1 STA 1+67.08 EXMH#2 STA 1+99.50(SS LINE A)rte. , I i ( ..r�..' �� w„ .T _ .._ - - :p � : Q ��w ° ` ti: sry RIM:249,89' RIM. .38lumwm lI \ „ .exp axxx - .r_ �a_ o �3w C n v p ^,' xms ,�:4;4 ;� . +Y �v�r x x ft - : - ;} w__-._,.-- ._ "-. ,, E(6 IE IN(fi NW} 199 9 r -, l' ' _ _ , '�••• ''''"'''..,. - ,,. '< „ e w M !E IN(8 SW)=197.25(EXIST,) LLI ' tr Pill.. a �xjz - =-- IE OUT($ ISE)=197,23(EXIS7,) isir. ST- _� '''--__ r . _..w,. ._.._- -W- v" -_.__-.__ _ 24.87LF � RIM-208.5$' 5�. �— - T w _G,_ _ _—.__..__ 5.00% IE(6') 202.74' Cr x'l---------mow_ _ '_T` -- EXMH#2SSCO#3- - _�_ _- R RIM=20 7,71' ' I (6"}=241,8 5` SANITARY UTILITYCONSTRUCTION NOTES Y . ti ^ �' .43 R EXISTING 12"WATERMAIN 'S ��T CONTRACTOR TO FIELD VERIFY EXISTING 8" STUB PRIOR TO CONSTRUCTION. CO INC FIRE HYDRANT - - .� REMOVEEXISTINGSANITARY SEWER STUB.CONNECT PROPOSED 6" 04 ' _ 2,`\ - —_ ~ —^_ _ - .__. ._.— _.^.,._- __ _ ___ti_. � SANITARY SEWER LINE AT PROPOSED IE TO MANHOLE, REFER TO SANITARY "" "" w .....--_.— _-_._. __. .--- — — SEWER STRUCTURE DATA ON THIS SHEET, r - -�� .«.-_ .........._.......—..- 2."'_ L ..._ ^.�Ax.wT�»�^�w�x...-xm_-uvoici�iares.:�r.,�� m:`,cx��'':n�`��\M ':!N�a�..�. 5 —~~ ~~~~~~.�—. 034 PVC SANITARY SEWER LINE REFER TO PLAN FOR LENGTH _ �' ._�' `� '� II - -_-_,..._.� ..M� _�-.". _... -�-:��_r--- INSTALL 6'r D3 _ ► ^ AND SLOPE . s < 14"-"" 1. INSTALL SANITARY SEWER CLEANOUT. REFER TO SANITARY SEWERmagmlion CC STRUCTURE DATA ON THIS SHEET FOR RIM AND INVERT ELEVATION 0.. 55: swpA % /; INFORMATION, SEE DETAIL ON SHEET C6.3. 1/4.01 - -- (;) ,,.�.---' `, VSCALE' 1'=-20 411100 STUB 6"SANITARY SEWER LATERAL 5.0' FROM THE FACE OF BUILDING. , /.. -,,, ..___________ ,s., Q JA 0 � REFER TO PLAN FOR PROPOSED INVERT ELEVATION. umai ci co 0 LO Ct PRIVATE-SUBJECT PROPERTY PUBLIC-SW PACIFIC HWY WATER UTILITY CONSTRUCTION NOTES CI, 71 cssi < -- - '-- ROW °- INSTALL 6"X6"WETWATER LINECf) _ APPROVED CONTRACTOR TO T / 4 1 I °' ! ' FM, 210 EXM #2(48 0 I 214 UNDER DIRECTION OF TIGARD WATER DISTRICT REPRESENTATIVE. Cr) N... STA:4+44.65 . I RIM=206.38 a CL52 DUCTILE IRON 6" FIRE WATER LINE TO BE INSTALLED UNDER PFI PLANS EXISTING GRADE I 1 1 - IE 1N(6'NW) 199,92 r I rn INSTALL 6"DCDA IN 687-WA UTILITY VAULT WITH FDC . SEE SHEET C6.2 FOR DETAILS, I I v s�• � FULLY RESTRAIN ALL JOINTS. CONTRACTOR TO SUPPLY POWER AND COMMUNICATIONS 06.20,2017 I FINSHED GRADE ` D TOVAULT t .__ SUMP PUMP AND TAMPER SWITCH. DAYLIGHT SUMP PUMP LINE PERMIT+CONSTRUCTION CONDUIT V U T FOR TO WEEP HOLE IN CURES. 1 I I ' _ ° - ...... . . L.,i., . INSTALL FREESTANDING FDC WITH 3,5 LF OF 6"CL52 DIP FIRE WATER LINE. REFER TO FDC I _._. DETAIL ON SHEET C62. / i - l - rn m 1 I - STUB WATER LINE 5' FROM BUILDING FACE. SEE MEP PLANS FOR CONTINUATION. I 131'F 1 I 9 — - 1 I 0 CONNECT TO EXISTING 6"WATER LINE WITH 2"SADDLE AND CORP STOP. SEE DETAIL ON ! 1 1 1 SHEET C6.2, 9 F Yti 205 205 / 0 1 l 1 I " E INSTALL 1-1/2"TYPE K COPPER DOMESTIC WATER LINE. I-1 0 r.. . 28 LE l : , ____..--_._--_-__-�_..__.- _-_._.. ...._...._.__..__..___.._.._ -__ I l ' 0 INSTALL 1-112"WATER METER. SEE DETAIL ON SHEET C6.2, c'sJ / . , 1 t 7.k IF-6"PVC 0.0100 r : ! :: . a —f . INSTALL 1 1/2" [ I DOMESTIC DOUBLE CHECK ASSEMBLY, SEE DETAIL ON SHEET C6.2. E ! mI I-- I.. #, • __. .._ »_..,_...._.__ 51.5F,........._-.___.-__. _.._. INSTALL IRRIGATION DCVA, SEE IRRIGATION PLANS FOR MORE INFORMATION. CD I it 64PVC ' e 1 1 I I rn 0 I 0 11 LE 26.3 IF-6"PVC©0,)100 _ I / _ I I i __. 1 ' _........... _ INSTALL PVC C900 6" FIRE WATER LINE. 29 LF 0 ri 1 I (" iA 24,9 IF-6°PVC @ 0,0500— r ' 200 FIRE HYDRANT ASSEMBLY AND 6" DUCTILE IRON PIPE.TO BE INSTALLED UNDER PFI 0 / 1 = `I 200 PLANS. o T • ° :-: 7 J ] Cr4 I arJS�iQ 3{10"Q ................_....._ _..T.... .._S 7 1 UTILITY � � I -, � ; s–�:3��O.a7 SANITARY � FRANCHISEU7-f JTY CONSTRUCTION NOTES ::��.�. � :� �..�:� . � :::: �� ::::: �' " I ! RIM=207.71 i 3 as --IE IN 8"NW)=201,85 ___....... ...__.___...._._._ ._ .__......__.._._____..________ _ _...._..... .__....._.; { rt__ � l I IE OUT(6"SE)-201,$5 A CONTRACTOR TO COORDINATE WITH GAS COMPANY TO PROVIDE AND INSTALL _ t. I I I GAS PIPE AND METER. xx ® I 4 , i A CONTRACTOR TO COORDINATE INSTALLATION OF(3}-4 CONDUITS FOR o - V I TELEPHONE CONNECTION WITH TELECOM PROVIDER- MJZ z .26 I APPROXIMATE ELECTRIC SERVICE LOCATION. CONTRACTOR TO COORDINATE I 0 WITH PGE FOR INSTALLATION OF CABLE AND TRANSFORMER. W If ( _ I Q a 195 1 • I 195 A CONTRACTOR TO COORDINATE ELECTRICAL CONNECTION WITH PGE. W ', _ 3+25 3+50 3+75 4+00 4+25 •_ --4+50z ; l 2 A CONNECT TO EXISTING GAS LINE, CONTRACTOR TO COORDINATE WITH GAS Ea UTILITY BLOWUP DETAIL SANITARY PROFILE (SSL INE A) COMPANY. j 6 ��,-: HORIZ. SCALE; 1"=20' rD m VERT. SCALE; 1"=2' co w.mrnaonmree emuwxe: oi euuuemmmuimonw.rrmnm, Ai urr,,,,urrrnnn..a.,.. r rwrniu..eie nu m. mnouinnnnmienun'AW COPYRIGHT 2017 This document is an instrument of service,and I DOWL .. as such,remains the property of the Architect. Permission for use of this document is limited and can be extended only by written architecture Ile x. SEE PLAN FOR TACTILE WAR@IING A, NC` kg' agreement with vega SEE DETAIL THIS SHEET 318" 1'--- ALUMINUM SIGN -d r�r r$::i „ TT ADA SLOPES t 318 PLATE WHITE I ' BACKGROUND. 1'" WHITE - ILLUMINATING 720W Washington Street, #750 '_ Er-- ' '' HIGH BLUE TAPE (SYMBOL BLOCK) 'A6,74 �� = Portland, Oregon 97205 ' p PROF ,� L,, LETTERS AND 'cf` �S� BORDER, BAKED BLUE-ILLUMINATING 971-280-$641 (E‘-‘ ii. X10 RgRKlNowii1,,,,u 1,5' ENAMEL. -''` TAPE (BACKGROUND) .. .. , ` ' 65433PE �' Y OISASI.EDP fAlT ONLY ,� VIOLATORS RU6efEGT TO LIL/N. Q 411 0 Q Q ` TOWfNOUNOER __.. WHITE- ILLUMINATING ('+[� q�+N l g QQQQQQQ ® fi OAS TO$4=AMU DER 0 GON 474 J�-�\ //'^-'�� //''''�� UPT06174I7NG>&R ^�/� (BORDER) vE Q go go • 04• PLACE VANCSE „Q o Q 0 i O Q ' SIGN 1" BELOW STANDARD ° 13, 1'--6" PARKING WITH DMV ` /N c��, '" s i SIGN WHERE SHOWN ON 1 VAN DISABLED PERMIT ONLY ACCESSIBLE THE PLANS. iVIOLATORS SUBJECT TO EXPIRES:721 /Is //F----.- _ I. WHITE- ILLUMINATING TOWING UNDER TAPE (LETTERS) FLARE SLOPES 10% 0 ORS 811.820 AND FINE UP TO $470 UNDER vega 5.0'NORM DETECTABLE WARNINGORS 811.615 4.0'MIN. 6" SEE DETAIL THIS SHEET 2°'GALVANIZED STEEL, POST ACCESSIBLE SIDEWALK RAMP TYPE A ROUND OR SQUARE, SET .::,/ 1-1/2" RADIUS IN CONCRETE 6'8" MOUNT HEIGHT MIN. BLUE-ILLUMINATING architecture l i c 6"0 STEEL PIPE- FILL W/NON-SH K TAPE (BACKGROUND) NOTES: GROUT, ROUND 25107 genesee trail road 1. SEE DETECTABLE WARNING DETAIL ON THIS SHEET. TOP- PAINT EPS-7, C-9 (RED) 61, WHITE - ILLUMINATING golden, co 80401 2. TOOLED JOINTS ARE REQUIRED AT ALL SIDEWALK RAMP SLOPE BREAK LINES. DOME TOP OF CONC. FTG. x I"l: �C ESSIBL TAPE (BORDER) 3. TACTILE WARNING STRIP TO BE A MINIMUM OF 2' IN DEPTH AND SPANS THE FULL WIDTH OF THE RAMP. 'i"MAX. "� ' '� 303.872.0487 2'-6" � --�-WHITE-ILLUMINATING4. RAMP TO BE CENTERED IN CROSSWALK. AC 1: TAPE (LETTERS) uegaarohitecture.com 5. RAMP TO BE CONSTRUCTED SEPARATELY FROM SIDEWALK AND ISOLATED BY EXPANSION JOINT MATERIAL. SEALANT BACKER ROD 11 , OVER 1"JOINT FILLER /I i ACCESSIBLEDETAIL :I- i - ?TES 0. .:....-W4,447.0 NOT TO,SCAL�, ,.., ,.: : , :. , , ,„. � EE,,,: _. °I.�' ;. � - j 1. A.D.A. SIGN TO 13E C}R28-6B 1"z= 1' _'. I.l;-.'. 3'.6"CONCRETE BASE 2. VAN-ACCESSIBLE SIGN TO BE R7-8B 3,000 PSI MIN. (26 DAY) k TE�_I CONCRETE BASE =1 ', 6" ,ti.- --7.iti: 1. TYPICAL A.D.A. PARKING SIGNAGE DETAIL Cr 18" -- NOT TO SCAL TYPICAL A.D.A. PARKING SIGN DETAIL Liall NOT TO SCALE., sawanal IMENCIONI VARIES CURB JOINT ----\\ (SEE NOTE 4) 2A"ROOFCK 314"-0 I TYPICAL A.D.A. PARKING Elm 1 UJ ' -2%SLOPE �--- SIGN_ SEE DETAIL ON THIS PAVEMENT# . . 4 ,. ,�, ,.. SHEET. 6 SEE NOTE 5 ° I 1 COMPACTED SUBGRADE 2,3' fr >""' NOTES: . / 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH PER OF 4000 P.S.I.AT 28 DAYS, SLUMP RANGE OF 1-11271 TO 3"'. PLAN 4" WIDE WHITE STRIPES t 2' 0C 2. PANELS TO BE 5 FEET LONG, - . AT 36 DEGREES 3, EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY SPACING NOT TO EXCEED 45 FEET. 2-__. -... APPROACHES, UTILITY VAULTS, WHEELCHAIR RAMPS, AND AT : 6, .1 (N 14111•111141 c,s4 NOTES; _.. _._. C(STROKE WIDTH) 1. PLACE ARROWS IN 4. FOR SIDEWALKS ADJACENT TO THE CURB AND POURED AT THE CENTER OF TRAFFIC 2'-2" 4E. SAME TIME AS THE CURB,THE JOINT BETWEEN THEM SHALL 12" �, I TYPICAL A.O.A. PARKINGir .":7) -_ F Cr BE A TROWELED JOINT WITH A MIN. 1I2 INCH RADIUS. LANES. SEE SITE .� \:\ SYMBOL. SEE DETAIL ON PLAN. THIS SHEET. Q 5. SIDEWALK SHALL HAVE A MIN, THICKNESS OF 6 INCHES IF IT 2, PAINT ARROWS AND �,�i , PER PLAN **�� IS INTENDED ASA PORTION OFA DRIVEWAY. OTHERWISE0 > A SIDEWALK SHALL HAVE A MIN.THICKNESS OF 4 INCHES. STOP SIGN WITH (6 MIN STANDARD, S WHITE BEADED v" 8'MIN FOR WHEELCHAIR LIU c5 cat) a 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF REFLECTIVE PAINT. OR VAN ACCESSIBLE) LO rt SIDEWALK WITH 3" DIA, PLASTIC PIPE AT 2 % SLOPE. CONTRACTHIP4E E PLACED OVER PIPE. 3. PAINT TWO (2) COATS 12" 7. FINISH WITH BROOM AND EDGE ALL JOINTS. MINIMUM, NOTE: CONSTRUCT/INSTALL FACILITIES INCACf" .c.- 0 `t-`k-/.,,,,::,„,. ,.,..... ,,,„ ,,, ACCORDANCE WITH ANSI 117.1-03 SECTION 502t (I) „ F STANDARD SIDEWALK DETAIL TYPICAL DIRECTIONAL TRAFFIC ARROW DETAIL TYPICAL A.D.A. PARKING STALL � NOT TO SCALE �� NOT TO SCALE �� NOTES I B 1. 06.20.2017 PAVEMENT MARKING STENCIL; WHITE, RETRO-REFLECTIVE PERMIT+ CONSTRUCTION 2. THE PAVEMENT MARKING STENCIL SHALL BE USED TO DESIGNATE AN ACCESSIBLE PARKING AREA RESERVED FOR VEHICLES WITH DMV PERMITS. ROUND CONCRETE TOP TO 6" DIA SCH. 40 STEEL PIPE, SHED WATER FILLED WITH CONCRETE. PRIME AND FINISH WITH DIMENSIONS(INCHES) YELLOW PAINT LEGEND A ,1 ,., r; A BCDEF G MINIMUM 28 24 3 I Z 0 ROUND TOP OF FOOTING ' ' ' " 0 o STATE HIGHWAY 41 36 4 TO SHED WATER 4.0' " FINISH SURFACE1 � � crI TYPICAL A.C.A. PARKING SYMBOL L!I NOT TO AGGREGATE BAS ---\E .- SCALE ,.... a (:" APPROVED Z`I°I .TI- SPERMIT V3 0.08' 7.0' < , Z NOTES- ..-,,,,,,,,,,,,,p , wJ F 1. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 PSI AFTER 28 DAYS. = �` 2. EXPANSION JOINTS. 4000PSI CONCRETE . "` t ., A. TO BE PROVIDED; " WHEEL STOP C0V 1) AT EACH POINT OFTANGENCYOFTHECURB. :. 3.25' - 2) AT EACH COLD JOINT. • 4 ,� W 3) AT EACH SIDE OF INLET STRUCTURES. 0.25' 6 A CURB e�~`""� I ,� 2 4) AT EACH END OF DRIVEWAYS. v 4 -.L4141 11-5 DETAILS CO 4) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. ir 2 B. MATERIAL TO BE PRE-MOLDED,ASPHALT IMPREGNATED, NON Fri EXTRUDING,WITH A THICKNESS OF 1/2 INCH. I H t 2' PLACEMENT t 5.5" ' 3. CONTRACTION JOINTS. J A. SPACING TO BE NOT MORE THAN 15 FEET. NOTES: 1- 4 Ild I M E B. THE DEPTH OF THE JOINT SHALL BEAT LEAST 1-1/2 INCHES, 1.5° DIAMETER 1. WHEEL STOP SHALL LL BE MADE OF 3500P5k MINIMUM CONCRETE.Ea- " CONCRETE FOOTING 2. DOWEL INTO PAVEMENT WITH 24" #4 REBAR. 8.25 idi 4. BASE ROCK TO BE 314"-0"COMPACTED TO 95%OF AASHTO T-99 3. PLACE WHEEL STOP CONSISTENTLY ON CENTER OF STALL. Q. cu AND SHALL BE TO SUBGRADE, STREET STRUCTURE, OR 2" IN SECTION A-A co DEPTH MIN., WHICHEVER IS GREATER. STANDARD PROTECTIVE BOLLARD DETAIL CONCRETE WHEEL STOP v� 2 NOT TO SCALE:., NOT,.TO SCALE iii. ��iuu .�.i...�. � ..i i.� .�.�.�� iiniin iiu�i.ii �.�. � 0 E C6. 01.5 U) COPYRIGHT 2017 This document is an instrument of service,and D c:IwL as such,remains the property of the Architect, ii Permission for use of this document is limited and can be extended only by written / \ ,.. agreement with vega architecture lic scirai--) 720 SW Washington �tr�et, #7 50 3 Portland, Oregon 97205 1 %�.D PROF - 8.0 971-280-8641 \ / . tiC��' �C�iI � R Q fi5433P vega A o GON DOUBLE ASPHALTIC , ��y 09 2° ��",. CONCRETE DEPTH �/4/S. ft‘.1% ' ASPHALTIC CONCRETE _ 6'--.,... EXPIRES:12J31/18 7'-0"TO BOTTOM OF SIGN —3' _ _ 3. _.! EXISTING CONCRETE SURFACE (VERIFY W/ LOCAL AUTHORITIES) �1 „ . 112" RADIUS TOOLED JOINT '' " q ♦ d „- - — :±%fir. �Y 3” tea 4 4 4 • :. IMPS .:w: ire w. _ • 4 .4 ♦ e- �. ! i4► f ly •it f �* a ti►• " `+►, 4,04"," itidlikalolltiAritio a. o. . 2" ii 14•P' i Al' fig a 41.wi ii,. 4111 41 VARIES 0-24" A 4 e STEEL, ROUND OR AGGREGATE BASE ROCK e\!. V -''4 rer; ,eri41," .ri. � '' — AGGREGATE BASE ROCK d , � �Wr ' v SQUARE SET IN �%? .. /r / 1/, LANDSCAPE AREA t,Pr a.a1...,i:.. il-illir CONCRETE s\,,,,,A.:.,...,„<:•„./ �'•�°,.,`� °,/ , -4mi architecture tic a 40. EXISTING ROW COMPACTED SUBGRADE 25107 genesee trail road 9 01, ♦ THICKENED ASPHALT EDGEDETAIL golden, co 80401 12"NEIN. BELOW � � :• 2" MIN, COMPACTED LANDSCAPE AREA d V AGGREGATE BASE ROCK NOT TO CflE. :. .. .:. E 343,872.0487 1 . . '`� veg aarch hecto re.com t (e+11 . NOTES- �7 ! 1 r , 3 000 PSI MIN . (28 DAY) •. 3'-8„ 1. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 PSI AFTER 28 DAYS. CONCRETE BASE I1 e . 2. EXPANSION JOINTS. I A. TO BE PROVIDED: L. f 1) AT EACH POINT OF TANGENCY OF THE CURB. Y Er 2) AT EACH COLD JOINT. . 3) AT EACH SIDE OF INLET STRUCTURES. I PI 10" ,,a 4) AT EACH END OF DRIVEWAYS, NOTES: UJ 4) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. ASPHALTIC CONCRETE _ I INSTALL WIRE MESH B. MATERIAL TO BE PRE-MOLDED,ASPHALT IMPREGNATED, NON 1 . THE POST SHALL BE 2' ROUND OR 2"X2" OD SQUARE 3' !! CONCRETE EXTRUDING,WITH A THICKNESS OF 112 INCH. POST, 0,105" WALL THICKNESS, ROLLED CARBON I 2-112namesal SHEET STEEL, ASTM A570 GRADE 50. M!NINIVIIMINV 3. CONTRACTION JOINTS. 1 e <11 A. SPACING TO BE NOT MORE THAN 15 FEET. r, ♦ a - 2. FINISH SHAM. BE HOT DIPPED GALVANIZED AASHTO 1 , . , 6 �. ', e • ,.. :4 t B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-112 INCHES. !' M-120 WITH CONVERSION COATING AND CLEAR e .wer.r .. , fir .r, r. �r, r .� rj 4. BASE ROCK TO BE 3/4"-0"COMPACTED TO 95%OF AASHTO T-99 torwrjr- ORGANIC TOPCOAT. � '�-�►s.:.: : • ` �. rim AND SHALL BE TO SUBGRADE, STREET STRUCTURE, OR 2" 1N 3. THE ANCHOR SHALL BE SET SO THAT THE EDGE OF4�. AGGREGATE BASE ROCK DEPTH MIN„ WHICHEVER IS GREATER, SIGN IS A MINIMUM OF 24" FROM THE BACK OF' CURB, COMPACTED SUBGRADE _- TURNDOWN CURB � I DETAIL NOT TO SCALE NOT TOSCALEIMPACT SLAB DETAIL RIOT TO SCALE NOTES: 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH >gaiz OF 4000 P.S.I.AT 28 DAYS Elm Or) _ U uggstai C\I L ,. 04 10" .. ! 10"- a'- 1"*"' (4400) C;), ai. C - UJ ■ 518" c) A!S A. .,..., co 0 \.\, 1 1 D. 8 LO W POST PER MANUFACTURERS REQUIREMENTS, ......_s' 24" ,,! 1!'RADIUS 118"SLOPE TO FRONT '"' .- too' I---z LENGTH VARIES 1.00' 1,-0 ''\''S.J6" CURB E XPOSURE M - 112" RADIUS s __.,) _ CURB EXPOSURE p // - --------`l < '*-_ f]r1\rt.!['' CxPiJ21�[\I , '�10" _ - --- I 3" I.D. PVC DRAINAGE BLOCKOUT V 1-1/4"S ANbARD WEIGHT STEL PIPE (SCH.40), WITH COUPLING a 06.20.2017 //— ASTM!A501, Fy=36ks1, FINISH W H BLACK POWDER COAT. 1,33' £In �' - ' ' -� �' - Q � "a PERMIT CONSTRUG7'!ON -'r " " if ji p�i.. PAVEMENT +as�[ �titti' ` r� a �• l rN►�i► 34"' MIN-38" MAX 1 1 4" AC PAVEMENT �!'il( wr►�: � � �� r A- � c Y .i-A _� � 7:::,4;4474, . s BASEL COURSE �,w �rr ��# }��s ,ri 241f r O > i tee, i+ ► �A w bet 4•_ . 0,50 � r � . . � , � a � BA.S.E G''QUR SE �.,�y�� ii��i1/ yy ,r'r�q�� A. •- - .. _ f e : ` Y - _. ••R ♦- 4: - - - . ♦ 1I�1 t..I NO +10 4 EMBEDMENT .-1 ' .-. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICE#R1-1 $314" 8 314" --- ' ' ' HANDRAIL TO BE INSTALLED DURING ' POURING OF CONCRETE, LEGEND: WHITE (REFLECTIVE) NOTE: FLUSH CURB WITH 0" EXPOSURE p BACKGROUND: RED(REFLECTIVE) '- 1. FOR DESIGN SPEEDS GREATER THAN 40 MPH THE EMERGENCY MOUNTABLE HANDRAIL DETAIL CURB CS-300 SHAL L BE USED. m SCALE: NOT TO.SCALE, co TYPICALDETAIL U E _.. 2. CONCRE I I=TO HAVE A BREAKING STRENGTH OF 3,000 PSI AFTER 28 DAYS. NOT � TO SCALE I 3. EXPANSION JOINTS. A, TO BE PROVIDED: LU 1) AT EACH POINT OF TANGENCY OF THE CURB. CO 2) AT EACH COLD JOINT. 3) AT EACH SIDE OF INLET STRUCTURES. 4) AT EACH END OF DRIVEWAYS, 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. 1�,- B. MATERIAL TO BE PRE-MOLDED,ASPHALT IMPREGNATED, NON EXTRUDING, RF7m •r, I.:. �, d._. i 4.:..:. .1 CL' �p WITH A THICKNESS OF 1/2 INCH. No. 7 i =�€ � 1 ! x €1 PLR �a . �x �€ ,, O N% f.A,1 ..'Y.OVE.�;D .'fit°,1 '.'a1IS . I. R_ ;; 4. CONTRACTION JOINTS. A. SPACING TO BE NOT MORE THAN 15 FEET. �'..,:,.. ` c\I WHITE PAINTED LETTERING B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INCHES. 43 TWO(2)COATS ' 1'-0" 5, BASE ROCK TO BE 2"-0"OR 314"-0"COMPACTED TO 95%OF AASHTO w. 26!Q c T-99 AND SHALL BE TO SUBGRADE, STREET STRUCTURE,OR 4"IN DEPTH, 6 DETAILS CO A WHICHEVER IS GREATER. co 2 NOT : fit . 6, DRAINAGE BLOCKOUT-3"DIAMETER PLASTIC PIPE EB 1. PAINT CURBING BRIGHT RED A. I.D, PLASTIC PIPE:WITH COUPLING ' ANDSSTENCIL WIT1 " WIDE BY A' ?o 7"�'SP B. DRAINAGEACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB MJZ, cel 6 HIGH LETTERS 'NO PARKING 7/VT40 L)OF SAW CUT VERTICALLY 18"EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH ._E STOP BAIL DETAIL FIRE LANE' IN WHITE WHERE Curd$E TO FULL DEPTH OF CURE . � NOT 1O SCALE . . i-E SE-IQWN ON PLAN. CL NO PARKING FIRE LANE PAINTED CURB DETAIL STANDARD AND FLUSH CURB DETAIL 03 CD NOT TO SCALE NOT TO SCALE 2 CO c C6. 1 r.... ... .. . ..... .,. A1., ... .. . ...,* « PYRIGHT 2017 This document is an instrument of service,and Ias such,remains the property of the Architect. D CJWL Permission for use of this document is limited and can be extended only by written agreement with vega architecture ilc 720 SW Washington Street, #750 Portland, Oregon 97205 �:Civ:(.::, pl �FFS 97'1-280-584'1 4\ IIVE SEN t -, 9�,,,.., . ,......,,,...µ..,,,,. ...w.,,0<<,.„ ��w. µ Q 433PE r12" BEHIND SIDEWALK I'dOaa�N aUTSII�E OF WITHIN ',, � �s. °� wjPAVEMENT PAVEMENT OR BEHIND CURB I, WHEN NO SIDEWALK 1 _. �• 11k5' r 'r '■hit,€tIM €•; i 4r 1F � IliEji i AR1.-. •4/� iE'r y�ttl �; i" .•. •tNi' .�""W' EXPIRES;12/31/18 2" OR 1 1/2" 17"X30 "X12" ROTOCAST METER BOX ' 18" CAST IRON 910 BOX METER W/17"X3O" ROTOCAST LID W/TOUCHREAD HOLE - ,. :;Y „ �, PROVIDE 24" BY WATER METER 4" If�ICK CONCRETE ....l,R't awn.•" a ,��i ;.:$ • ", ,,•/..' -i ts-. %�r'��j,,:• ,. •.r T'uS:.r•+l* PAD (SEE NOTE 4) t. I . r «. ss- # - vega HAND TAMP BACKFILL „ MOIL .. `° • '"i "--T.1i" METER BOX AROUND TOP SECTION I-- 2" MAX. Fi ll��ii j.' DOUBLEEN CHECK ` E' ! " ' `i 2" FIG X COMPRESSION ANGLE 1" UNION EACH SIDE [ VALVE ASSEMBLY • architecture I lc STOP (FITS 1 1/2 APPIUCATIONS) � l i11 25107 genesee trail road rrII1i v • 6" ASTM 3034 PVC f MJ X TAPPED Ul !' Sm.", „ tri golden, co 80401 2" TEE tl y , ;iii OPERATING NUT EXTENSION COPPER PIPE .. . .:" .,- 24" 303.872.0487 (SEE DETAIL Nomow - . 505) t....''''77 l.,1 1er'"� -, , r~'"E. t1 •�4 `sewww.a +.� � s.w�wwr l/ a r hlteCtt�re.com - !E . . WATER y METER MAIN LINE ,� `,�+''� '"� ' `��,��+�, .;11C-,.%pliiilkielli COPPER BENDS '` «.► ri' ''+ • L AS NEEDED 11• • ., CRUSHED ROCK BASE ...._ 2"Z/1 MPT X COMPRESSION CORP ELEVATION . C. ft :'. BOX SPECIFICATIONS UJNOT : '" DEME SIZES TYPE `' 3/4" -- 1" BROOKS #1419 SERIES OR EQUAL moms' 1) VALVE BOX NOT TO REST NO ON OPERATING ASSEMBLY. CONTRACTOR TO INSTALL MJ X TAPPED 2" TEES AT 907" ANGLES TO I 1 1/2'! - CARSON 17300 P15L OR EQUAL 3 2) OPERATOR EXTENSION METER LOCATIONS. HORIZONTAL & LEVEL, REQUIRED WHEN VALVE NUT " 2. BANKED 2" METERS SHALL HAVE 24" MINIMUM DISTANCE BETWEEN INSTALLATION SHOWN IS ONLY A SUGGESTION. IS DEEPER THAN 3 FEET 24SERVICE TAP INSTALLATIONS - FROM FINISHED GRADE. 3. IF 2" METER IS LOCATED IN SIDEWALK AREA THE METER BOX NEEDS TO 1. DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER. 3) CENTER VALVE BOX ON BE 28"X27"X12" ROTOCAST. IF TWO ARE BANKED THEN THE ANGLE STOPS AXIS OF OPER. NUT. NEED TO BE AT A MINIMUM OF 3Q" APART. 2. BRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED IN TEST 4) PROVIDE24" SQUARE BY 4" THICK "'"""' LIJ COCKS IF BELOW GROUND INSTALLATION. CONCRETE PAD AROUND VALVE I 24"----H 3. DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, FREEZE PROTECTION, BOX OUTSIDE OF PAVED AREAS AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS AS SHOWN IN CONCRETE PAD DETAIL CONCRETE PAD FOR INSTALLATION. " A aRD APPROVED et NL? SCALE I OREGON LORI Fi4KR, P.E. �° ..,,,• ITGI ► �FII 8Y! NO SCALE arm'OF7TGARD No , CM'pl TICS r OREGON THEODORE S. KYLE P.E. oRFC;ON THEflB4ttE S. KYt E F.E. �" ENGINEERING SRS nFvts} DIY Eli t1k> . HA Oho DWG, H �& 4 DWG. NO, [ DOUBLE EN DIVISION �T 1[+I8IE1N 0 04 ,.eAt P£IBidCO$SSART �1JANUARY 2i11i YIC,94&1>;oI E2I«I # JANUARY > It.W.AAL 7 BUM fit'E31t;F1 7t u 'TIG S.W.s HALL REG 2LL T_ +�t� arras®ay.Tu ;i7 ARY 201 t a. = = �* 530 - 3� fi1L;ARn,OREGON 9'?2'L3 A�#,IAR ��L �� YOICB;($63j d�17I = , 503 �-.(�3 fi'19-i171 JANUARY ��t 1 _ �� - �, � tr43ICE;(54�j 639-1172 PAX; a+f-724T RFf�IAYAt WE y FA�s{8m7 X97 H.RA'12 FAX (8637 -72"97 APpRovm.DATE .....1 (NJ .,.i.:i.��.. �i��.�i� �:�i.....�i� ��.ii .: �i .. .� �.��.��.�.. �:.��.� �:�� .� .. :� .: .:��.:: �.. .::�� :. :n. ....nu.in.n i..i..i..i. .i.ilii��ii�iii ii iii .. .� �.�,.nnii.n inn ini�i i�iii.iii�i�i i�ui..i ani ilia l i �� .. .i � ..i. uiiiiii. .�"M i..�i..i n i..ii.i i�.:.�i..��i.��i.. �.�i..� .n.�.�ni�n.��...i.�. 'a.i:i:i��i�i��i�:��.i�.�i� ...�. � �.�...�...�...��.. �...�.��..��..� .�� .� �.� . � . .��. � � � �}�)�y� < 1""ma POTTER-ROEMER NO. 5715 1 1 CITY WATER DEPT STANDARDS PLUMBING CODE "�.......; ,r � F i A I 0 90° FDC SINGLE CLAPPERI 47 ;. w -,�� -�_ EL WITH (2)ALUMINUM CAPS CITY' APPROVED �: �; 1;k. THRUST BLOCK 11 �- �� . BACKFLOW DEVICE rb >LIJ 0 cf) (21� Of wFLANGE COUPLING _ _ RETAINER GLAND. �.n '-1"I .:�i _,;, .. FIRE DEPARTMENT CONNECTIONS SHALL ON .ADAPTOR e �;.. .;. i BE DESIGNATED BY A SIGN HAVING = �° " " 1Ct RAISED LETTERS AT LEAST 1 INCH IN tg •z- ' PLIIO GED TEE PLUGGED CROSSaus SIZE CAST ON A P>_ATE OR FITTING, FLOW I:�� 1in 7IN BEND PLUG OR CAP L - '" l READING FOR �SERVICE {��DE�SIIGNA/^TED: I.E, p�1� /� l�{��•EI . , �� E + y !."4.11,,,�� ' �� ci) N-• "AUTO SPI<R." OR 14A/PI=1Yf f\R.R OR «� fV�GGAL7 Liar *!s �, l k i r�+- ')% ��q7 PLC OR EQUAL „ . CONNECTION �' 1 I j "STANDPIPE" ETC. FIRE DEPARTMENT on. q,� fi � OPTIONAL AT THIS W . .. t FIRE DEPARTMENT CONNECTION TO BE I `fir OSHA APPROVED LADDER 24" MIN LOCATION qe`„ •.,,x.96. -� ,1 1r! 4" SIAMESE TWIN WITH THREADED ,'1;. ," �- x, I WITH ALUMINUM LADDER � '�--�1k-- �-,,� I- - _ N T� IRRIGATION ..... -. -:. - - GALVANIZED STEEL PIPE, ONE WAY . VAULT - l QI�.2 ?.201 Iltf; �It ,ataw tl�t EXTENSION BY 9JTIL ITY VALVE SHALL BE LOCATED INSIDE LATERAL PLUGGED CROSS TEE PERMIT+ CONSTRUCTION BUILDING ;` CONTRACTOR TO SEAL ALL I PLA OPENINGS IN VAULT WITH FINISH GRADE SURFACE NON SHRINK GROUT PRIOR CONCRM TO BACKF ILL11G US' � � �. \ �.X/)>X/e‘ TO RESIDENCE 3" MIN. " MAX. (BEARING AREA OF THRUST BLOCKS IN SQUARE FEET) � , °•/ /' I DRAIN TO CURB OR FITTING 903 BEI I , TEE, OR 45` 22 1/24 11 1/4' \ �, E N PLAN ROUND LINE --N E .. DA` UGHT sizE (INCHES PLUGGED CROSS BEND BEND BEND ; 1 \E��`// 4K + SE . 21 2!4"THlc c c®NcRETE 4 ) \°��ri'`'�,�"�\�' %�`/'\�"`NCOLLAR BURIED 4" I�J�7uBL.E CI-�Eci� � , --�; H C4�.Q 02.1 01.3 --- _ i� \�. ''ENS /�,:\/�• UNDERGROUND METER BOX , //,/,� �/// •� 3" MIN CLEARANCE 1� 4'° ROCK BASE VALVE ASSEMBLY ON OPENED 8 07x1 03.9 02.0 01.3 -0 i , C SO &Y VALVE `` "44110.01k 1 . ► w, . `� t i I MEGA FLG OR EQUAL ; i I 12 16.0 08.8 04.5 02.3 a' '�� '� ""y''r ' V��+'' I in 16 25.4 15.5 05.03 04.0• INLINE CHECK VALVE 4"THREADED `� % - .11 24 64.0 34.9 18.1 039.1 CN l 1 PIPE NIPPLE CONTRACTOR TO INSTALL #il��1tiii�n+�.r■li't :..1.v�1t1 Ad 1 RODENT 0 viii: i t�k� 1I:Ew.. ! � �:",�I.ia}�,..,r,��.1�,��,�1�rrY=l►,. " � CC�NCRL I E BALLAST3 CU. YD. � - SCREEN ABOVEBEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I. AND AN ,, 6 MIDI. WHERE FLOODING OR y,, ""STAND�?1+i" I ALLOWABLE SOIL BEARING STRENGTH OF 1800 POUND PER SQUARE FOOT. TO 013 '.,:ifri S"""s.. • • -ter "' NEN C0[ Pl3Ti: BEARING Ii�IG AREAS FOR DIFFERENT TEST PRESSURES AND SO}Il. BEARING / = �,�. . °nli►. ;. 3 HIGH GROUNDWATER EXIST-�-•-_. �, r .r1, „#,. "„ '�4�r,► +rr� �� ' �" ( .) DRAIN TO DAYLIGHT OR STF.SSES, USE THE FOLLOWING EQUATION < i 1 UNION EACH SIDE f . `o r+ `5£. 1 '00° �- ,t'•!0 z * NOT TO EXCEED INSTALL SUMP PUMP BEARING AREAS = (TEST PI ESSURE/150) X (1500/Still, BEARING STRESS) X (TABLE VALUE) •`•. 24" DEPTH ELEVATION CONTACT CITY FOR t'� PUMP SPECIFICATIONS EN:ice_: MJ x Mi 90° BEND CRUSHED ROCK BASE ELEVATION 1. CONCRETE THRUST BLOCKS NOT PERMITTED UNLESS APPROVED BY CITY ENGINEER O BALL DRIP VALVE AT LOW 2. STRADDLE BLOCKS REQUIRED WHERE LINES MAY BE EXTENDED IN FUTURE SEE DETAIL NO. 581 POINT OF PIPING INSTALLATION SHOWN IS ONLY A SUGGESTION. 12" MIN 3. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH, " 4. KEEP CONCRETE CLEAR OP JOINT AND ACCESSORIES. CLASS 52 DUCTILE IRON PIPE 1. DOUBLE H T 07 FIRE DOUBLE CHECK VALVE ASSEMBLY FLOOR TOS BOTTOM 5. THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN ENCIRCLE ON Ql RESTRAIN ALL JOINTS C ECK O BE LOCATED DIRECTLY BEHIND WATER METER. THE PLANS: e.g. 15 INDICATES 15 SQUARE FEET BEARING AREA REQUIRED. '-' -• lITIt3TY VAULT CR IAL BILOO DOOR OF DEVICE 6. IF NOT SHOWN ON PLANS, REQUIRED BEARING AREAS AT FITTING SHALL SE AS INDICATED ABOVE, - - �+ 2. BRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED IN TEST - SIZE WITH FAO. WITHOUT F.A.O. OR EQUAL ADJUST IF NECESSARY, TO CONFORM TO THE TEST PRESSURE(S) AND ALLOWABLE SOIL BEARING DETAILS U) d i COCKS IF BELOW GROUND INSTALLATION. 1 4 676-WA 677-WA J-5AL STRESS(IAS) STATED IN THE SPECIAL PROVISIONS. 2 IIIl-� ' •r%"111: 6 687-WA 876-WA J-•5AL 7. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRESIDENCE OVER 71 " ." «" 3. DISTANCE FROM BOTTOM F DEVICE 8 5108-LA 657-WA - BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS STANDARD DETAIL. BEARING AREA O El . 03 E CE TQ FINISH GRADE, FREEZE PROTECTION, �rlit. �r ..�.rte is 11 Std-LA2106-LA J0-3AL THRUST BLOCKS ARE IN SQUARE FEET. E O� AR 2 1�wrl yw w� Ziwl lvrY y."l AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS SIDERATIOTNS 0 ,`" +n, "� r .n �!r "` * OTY ENGINEER APPROVED EQUAL MJZ .0 faitado,�l1�zoz \- FO)R INSTALLATION, cN1 � rt rt '� ♦ tr tr MINIMUM 12"THICK NO Sri '` k"`x�`+r`z�O"�`��` 'r DRAIN ROCK oF"z'IG�n � ] .. . . .. SCALE CITY S �.��G � IVO � �� NO o�r� THEODORE S. �, F.E. ., , ��.. .� ..�� OREGON TH S. KYLE, P.E, :� :.:. . OREGON THEODORE S. KYLE" P.C. , �� .., O. as ENGINEERING DIVISION STANDARD THRUST F1��' D�f�,��"1i11��1�" �t��1�9��T9��! RISER �'D� �]� �/11�. MI EriGuiltsium porratice.T Ow UfitiNIZR IRRIGATION DOUBLE DM NO. Lri. 03 :,�,�: .r,: ,��....�:��...,:��:��:.��.�.:��.��. . ......�.�.�.�:: ::,� ::::,��:: ::: �, � ". � .��: :::::: :.:.:::..�...�....:...:��.��.��.. ........��...�...��.: f31?�6:P.�IAAii. 23'1��SP.IIAIS.i$1.�1], vicamio> f3121I9.�.�A7l..�Ll� a) NO TO SCALE �xzaaJANUARYi 533JANUARY 2011 VALVE ASSEMBLY . JANUARY 2011 BLOCK - 5 60 a u u i : :.i i.i, i ii... i uo.i.i. : u:ii.::n•i::..:innuuiini . n. ninniu::ni i,nuu:,iiia .: .iii.i:inY.ii: i i ..nu::i..:.:nn:n•in.i•i:.i ..ii i.::ii...ii..nii.ii, 1 ii. i i ii n..i._yi! b .iiiii : n,....ii iini.iuu.i:.i:i:::ii.i:::: iniinini :iii i.i Tial ui :iuini,iuia:iiu.::.niui.. ..i.ii....i i........i:iiu q V Cli C6.2 A. ( a ; COPYRIGHT 2017 DOWL , . This document is an instrument of service,and :; as Such,remains the property of the Architect. f` Permission for use of this document is limited 1 :.. onlyby and can be extended written y, agreement with vega architecture tic ri d itierii icri licoreTirli - tip 1 1/8" 3/4" -•---11 1/2" --•.o„ TOP OF ROCK ELEVATION AC OR CONCRETE PAVING EL:202.82 720 SW Washington Street, #750 ' 10 1/2" Ng 1 OR OTHER SURFACING 12 INLET Portland, Oregon 97205 3 D PROF 971-280-8641 i� 10 �1Sir /4. ////////4 zo � ......... . , ,� - � ... -yam, r! ua r� _ _ ... _ _ 6543�PE - 9 (- 12 PIPE OUTLET _.._..m,_.._""_.__.___._ __._..----_"____.. _ .._•. ._::-...____.._.___ _. .._.__.... .::" r N STORMFILTER DESIGN NOTES #r1=11#11011 r1"'�I`*• _- ; zeit »>� > > ti ri it p»��- - �j v GO % 11»r1=r1--1r-art-11r" : . ,o _ Ir=ri Ir--��-� �t� ^-"�-- Ems:200 g� i STORMFILTER TREATMENTCAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD MANHOLE 1 ` 0 9, 'L \r "Al!-=11.#.1b=11-...0 _ t..: *•,• ;._ 11=11=1r=r1= �. 4,rer (t. -E -1i=: . .. . 1�J1:; iJ»�i" -: .- T- -=11#11= # STYLE IS SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES(7). VOLUME SYSTEM IS ALSO AVAILABLE WITH MAXIMUM7 CARTRIDGES. I/J 5S = x'",11-r1-.. :, •�, • •' - -- -II I1- MIN TYPICAL MANHOLE STEPS EL:19a99 072'MANHOLE STORMFILTER PEAK HYDRAULIC CAPACITY IS 1.5 CFS. IF THE SITE CONDITIONS EXCEED 1,5 CFS AN UPSTREAM BYPASS STRUCTURE IS S. 9 1=10 . _ " e: "'"•- `I '`-"11= REQUIRED. 11=iI �, �; -II1F AMI (41111 OUTLET FLOW CONTROL EXPIRES_ rr Ir fir.-1I .rr�=1i ir: i I r=�r~ lr 12/31/18 N T. . CARTRIDGE SELECTIONCLASS 3000 AS CONCRETEPAD REQUIRED GAP BOTTOM OF PVC"CROSS" AND DRILL 32.7 DIAMETER E OUTLET SPEC FIE 4" IN PAVED AREAS ONLY HOLE "� ;'< ; SUMP CARTRIDGE HEIGHT... "_...... ..... - "--._ 27" -� 18" LQW nROP ��r� �<<�,,,,, CONCRETE ��'" RECOMMENDED_. HYDRAULIC_ ._.. ._' -_ _.. ....... ----� -� CAP,QRI�IGET08E SET ,f{ DROP(H) 3.05' 2.3' 1.8' _ 3, *Ng MIN 9z" EASNRTEDON OUTLET ftsim:E,• �� CARTRIEC FLAW RATE m _..___._i ��,�_.._ ....•....... .. ------ __�..�....�..., - . .... ..-PLANS 12°'INLET / "'_ (gP ) 22.5 I 11.25 • 15 1 7.5 10 ....":._.......•...........5 '.',�•; MECHANICAL PLUG 17 1/8" SPECIFIC FLOW RATE(gprrVsi} 2 gpmlft' gpmrft' �p 1 gpmrlt' z gprn/ft1 {�r�rtt= CAST IRON FRAME NOTE: • 1 sgs Jul `; _ t ` _q� 314" INSTALL 2'zc2"x4"CONCRETE �. INLET .- .__.1 4,i -�I PAD IN UNPAVED AREA. 160 . MI�Ii s �� 'ill OUTLET v sf!!r/.rr/ MIN � ". ill 12"OUTLET SITE IC "�,,,_._._,...__72°'I.D.MANHOLE DATA REQUIREMENTS�� STRUCTURE -__ 25107 genesee trail road I architecture tic °' { -� STRUCTURE ID !SDMH-WQ#1 5/8" 2 18" �:. MIN , , ,: .. WATER QUALITY 1.- golden co 80401 1 . 0.. "" � M., .., PLAN I TOP SLAB ACCESS / • PEAK FLOW RATE(ra) RATE0.596 (cfs) 1/2" • •' ' 1 NOTES: - 6"INLET I SEE FRAME AND- r.`' t�"w:�"- RETURN PERIOD OF PEAK FLOW(yrs)ry- 25 111 ';- `rt� ti .4611-9 7/8" --v... •,+-a 1. ALL MANHOLESECTIONS SHALL I COVER DETAIL x � '" �. #OF CARTRIDGES REQUIRED I 4 . CONFORM TO THE REQUIREMENTS ,x =.��w=�; �� _ (GPM) _ ! 303<872.Q487 awsorang< Cr R 4 \, t ... w". �i CARTRIDGE FLOW RATE GPM 10 }. r NOTE: OF ASTM C 476 AND APPLICABLE I PLAN VIEWMEDIA TYPE(CSF,PERLITE,ZPG,GAG,PHS)_-! PEARLITE - I vegaarehitecture,Corn CAST I R,j COVE ' ' PROVISIONS OF STANDARD MANHOLE DETAIL qq ALL CLEANOUT MATERIAL T(� ►.• STANDARD OUTLET RISER +V ` s; , ON PLANS. 6 PIPE DATA: ._.._ I.E. MATERIAL DIAMETER BE SAME AS CARRIER PIPE. 2, INLET AND OUTLET PIPE DIAMETER AS NOTED ON PLANS FLOWKIT:42A ��, -, , �u "`�• � .>�;��? _INLET PIPE#1 SEE ALAN SEE PLAN •. ... SEE PLAN 4- INLET PIPIT#2 SEE PLAN SEE PLAN J SEE PLAN � ��`� ♦k�� '717 4" CONCRETE DEVICE. SHALL HAVE FLOW CONTROL OUTLET PIPE ISEE PLAN SEE PLAN SEE PLAN.-."., w' RIM ELEVATION I SEE PLAN � -e{a• ‘ •• ` ANCHOR TO WALL WITH STAINLESS STEEL RISER • ''' - P"SELF TAPPING C4NCRhItANCHOR ANTI FLOTATION BALLAST WIDTH HEIGHT CLAMP OR STAINLESS STEEL BAND AND STAINLESS :s'• 5-12 _ PLACES. PHILLIPS pR EQUAL FRAME NO7ESJSPEGIAL RE{l{((DEMENT$: _y+ � RAT TOP RUBBER GASKET uD STEEE STEEL BAND TO PANSION BE MIN.OF WIDE • , CONTRACTOR TO GROUT TO Y "\�`\` ai ii it Ni♦* " IrH 5UBURBAN FRAME t;9 Y q• 3fi Xt J�"STAINLESS STEEL HOLT. 1 ir------,,tir AND COVER +.IAP • ' '� ,:•'";• FINISHED GRADE- .._,.__.......-.. _ EL:209.91 •'. ','°' -.IAN'.' a (DIAMETER VARIES) P. " N.T.S. 'PER ENGINEER OF RECORD / i `` �.'e ".' '• I GRADE Cr I' ,.,"(air' it fi i,ir�i �ir�(�„eC��"/,,v�/4/7 i��r R � •%� %.'" RING/RISERS \ \r .--',' . - •Rr .•�° ., •. -,• • ��'_ b", ' •; '- '7) 4" '' . STEP,..,,,, 4 EL:208.91 CLAMP DETAIL \ `-" v"f�//'\•7/;:77, "- ' i.A. . �;4 ,', (SECTION A-A) 1 l ,- :N.:41.440•04016,0•0♦ �`. s _PA , , ..� r ' w ii' yrs ' •411:1.G 01liri 6„ .: ;•r: N.T.S. ti � fie .'..'. .'•• , SHEAR GATE -,• ., 10"ORIFICE ELEV:204.10 " .-. - GENERAL NOTES 611TH CONTROL • r 4 r cm s:v OUTLET FLOW CONTROL !. CONTECH TO PROVIDEALL MATERIALS UNLESS NOTED OTHERWISE. ROD ATTACHE(( FLOATABLES TO TOP STEP PLASTIC PIPE CROSS"OR APPROVED EQUAL. 2. DIMENSIONS MARKED WITH{)ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. CLEANOUT L 3 % STORMFILTER ' BAFFLE 3. FOR SITE SPECIFIC DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS,PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS 3/4"-0 COMPACTED '`�: +•'' SIZE OF"CROSS"TO MATCH OUTLET DIAMETER CARTRIDGE '-; LLC REPRESENTATIVE. wvJw.CorltsahES.cam INLET ': AS SHOWN ON PLANS AGGREGATE BASE ROCK I _ _ 6"IN(E)200,99 '""""'"� � A' � °} 4, STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS I 12"IN(NW)2001,49 FL)WFLOW OUT{AET o r.. - / I DRAWING. 12"IN(NE)201.49 INSIDE HEIGHT 5, STRUCTURE SHALL MEET AASHTO H520 LOAD RATING,ASSUMING EARTH COVER OF 0°-5'AND GROUNDWATER ELEVATION AT,OR BELOW,THEF231114 EL 200.99 iPla _ 6' TYPICAL OUTLET PIPE INVERT ELEVATION, ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION" CASTINGS SHALL MEET AASHTO - .. ,yd wM306 AND BE CAST WITH THE CONTECH LOGO. TYPICAL SEWER CLEANOUT HJT (DET-. IL : ; L 'A. :'; . ----=� 0,R SECTION B-13 6. FILTER CARTRIDGES SHALL BE MEDIA-FILLED,PASSIVE,SIPHON ACTUATED,RADIAL FLOW,AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL .. "u" , "" ' ... . "" '."u ." �i INLET PIPE--/ HYDRAULIC DROP BE 7-INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 39 SECONDS. JV'T TOill SCALE EL 199.99 '•'r _ y-- 4a ." (H)INLET INV. 7. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY(gpm)DIVIDED BY THE FILTER CONTACT SURFACE AREA(sq ft). THREADED GASKETED TOP ;a' f i B .;f4 B TO OUTLET INV. :: .- I I INSTALLATION NOTES fr , ;i`: 4- . I . k-.-';',t-' r' : ' I 1 } 1. ANY SUB-BASE,BACKFILL DEPTH,AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE cL 5"MINIMUM ��°NF^ �, " ... x' -j >' '.' �' • `. SPECIFIED BY ENGINEER OF RECORD. A a n' CAP BOTTOM OF PVC"T AND DRILL 3.25"DIAMETER .A.1-:.-: • 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT ANIS SET THE.STORMFILTER STRUCTURE ;;' _ HOLE THROUGH CENTER OF CAP.ORIFICE TO BE SET J (LIFTING CLUTCHES PROVIDED). ' GA„ "`i. 12"BELOW INVERT OF OUTLET PIPE AS NOTED ON PLANS FLOW KIT--/,, j 3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. p:' t ''�'e OUTLET SUMP I 4, CONTRACTOR TO PROVIDE,INSTALL,AND GROUT INLET PIPE(S). --,...�\a:e.•,...;+,'-•;::",1,•'"'im} ..'4'.•::r';'';,�:' ;A NI.'4;,':'" 5, CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB. STORMFILTER EQUIPPED WITH A DUAL DIAMETER HOPE _ 1/4 ,k " ' :` ; HOPE OUTLET RISER OUTLET STUB AND SAND COLLAR. IF OUTLET PIPE IS LARGER THAN 8 INCHES,CONTRACTOR TO REMOVE THE 8 INCH OUTLET STUB AT MOLDED it �„� .�::'•• `','°':, '••. '',...tioi,t •, •r.'::•.. � •. „, ., !I •,i...w ".. ':�i�k',' ki...a'l•'.".•:iY: ,,.u:_!;i.;. .?..}ry, IN CUT LINE. COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR. SECTION A-A 6. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF, r. rw n a,,, , n n- f1 EN r+�,1 ri- r•-., - n1 www.i coTEt ' '{' I WQ#1 rU. - - - _ ._ - - - - I 7t,� rMANHOLE ,...,., 1 I . 8"OUTLET PIPE " ° ENGINEERED SOLUTIONS LLC < F- USE ENLARGER TO FLOW CONTROL MANHOLE StourFilterthES.. a 3E+ GrnEraPzirt� Gr., ut�;PNus2h cr, )144 � STANDARD L � T IL! I CONNECT TO STORM NOT TO SCALE ! wo•3.54I•1t.i2 - r,it. carta1 51 645-7003 FAN 1 6 MAIN LARGER THAN 8". /- ) g N...., 2'-51/4" -= :. . . : .. T •-a-.-._..... _ NON-SHRINK GROUT . 1 I I -- I ( STANDARD CAST IRON STANDARD MANHOLE ( = I FRAME AND COVER GRADE RING I 1 LYNCH STANDARD CAST IRON GRATE ,. o' ""' ,. - -- -- - _ (2"THICK-RATED 15,000 LBS.) a ,�s$�'s L1 a 9 .;a 4 I ," OR LYNCH EXTRA HEAVY DUTY CAST A ' a. a , p s M i ,¢ A 4" MIN. �"" \ 14,10- /./ 1� IRON THICK- RATEDr � f / GRATE 2-3f4 • PLAN VIEW 50,000 LBS,)ROTH OR APPROVED EQUAL FINISH GRADE ." , ; _ r , 7° ♦`/ f (1)1(±168: ,.. NON ADHESIVE ✓.i 0..� I �,�. l 1 a ;'•• / WATERTIGHT PIPE PLUG Q�.20.2017 MEMBRANE ,..,,6" 1 I .) N\\: WITH STOPS PERMIT+ CONSTRUCTION PROVIDE 1" DIA. WEEPHOLES ON ALL SIDES EXCEPT ' ,„\,...-. 'MIN.' 1 I �` Lu / , �:.. OUTLET. (FROM MANUFACTORER) NO FLAME CUTTING , 0 COLLAR A`. - � 1 I ).--,,y, `v.-e'N,/,� OR DRILLING IN FIELD \ �y 6 1/2 or �` \ s ?&, ... °, a `�:`,,' Pr"S®VIDES /4"-Q FOR A { di -. ,,.- „ /;,\\. - '- ••VA- `\,� f MINIMUM OF 6"AROUND DEPTH TO MATCH 3 1/22 -\ \ ` `� 0 �. "`\ ,,.. GRATE DEPTH GRATE FRAME ' ' HINGE- 12 GA. CLEANOUT -� STAINLESS STEEL, 2 1/2 _. . - OPEN WITH 1/2" -_ KNUCKLE, 10 LONG \ ;�! . •' •► -'7'.-)1/4-::,''/\,/// �y �'//,y " 73 al I I WITH 1/4" PIN (FASTEN w \, I �. rr,: l _ ivy ! ` '\ PVC RISER PIPE ,;; / 1°-0 WITH 6 114" STN. BTL. CLEAN CHECK v . ,i' r u' Q 3" BOLTS) EXTENDABLE BACKWATER v\�.,,,` �''`` vr�o �': N C I 1/4"ANGLE " CENT. -- \,' \, ' t;: 0 eTHICKNESS MIN. ' 3/16" PVC INSERT PIPE "r VALVE �''•.� F� � ��:: �1 1 1 " OUTLET - 7 \ '� •` ,f LU v " I DIAM. SECTION -C ''f/ \,/-- 7 .. ,\./', '\''`- ✓"T'-.' r 5 -.„.„,/,:, 'w, \c/c.\\ 3116 x-111/4 - co (TYP,) I , " rl � / \! \\,,„,,,,, ,%f k1 s'// ti .✓r �/ /.\\, n i� � / / '„ 7 /\4 N//\ 7--... ,, fit 1 L.„,,,,,L'� II - _ ,44trql ;'ac W,.u :r , t, 4A'''i7 ti�96/0- +i_fp. X it l'7"?Q I; E SEE DETAIL 'B'" V 3/16" �F 10 GA. SHT. 10 GAUGE MATERIAL r _ /" - METAL(TYP,) . s w ( _ r tai `� ---^- .!� ....4 IIS ,� a v .ib rr �s ittr {„� �� . %�T�� a ,. ,, A 'y-(,6 ' I., ., , ,'1/4,, ,',o 110 1. . ' ...' :" . .1a, .5" 1 P oe''.• 4,,,L,‘" `c-, CB 1-...N.N..Th\ S PER VI* \ i CALCULATED I.E. OUT -�-- • 1 'I 0 DETAILS I TYP G C 314"-O FLAPPER VALVE '^ 1 ( / 3/16" I'` ASSEMBLY BODY a 2'-0 1/2"SQ. 4 1 PIPE MATERIAL AS NA JZ cv SHOWN IN PLANS DETAIL "B" CLEANOUT :6:. .0 STATE APPROVED-ASPHALT DIPPED OR IN SPECIFICATIONS. FOUNDATIONBACKWATER CHECKVALVE . ELEVATION VIEW O SCALE STANDARD "TRAPPED" STYLE CATCH BASIN M a 03 C6.3 a) r CO COPYRIGHT 2017 This document is an instrument of service,and DOWL. as such,remains the property of the Architect. Permission for use of this document is limited and can be extended only by written agreement with vega architecture Ilc D+WL- •M (1 / n NON-WOVEN FILTER FABRIC 720 SW Washington Street, #750 LLLLLPE ® / // NON- V N OR EQUAL Portland, Oregon 97205 ��rJ- PROF-8 ADVANCED DRAINAGE SYSTEMS, INC. / / OVERLAP EDGES 4" MINIMUM 971-280-8641 ��5� ANG I NEFR Lr�O� / / Q 65433PE t--- / / / 4" RIGID PERFORATED PIPE Specialty Retail % ENCASED WITH FILTER SOCK CON 6" MIN / / Tigard Oregon / / SEE SPECIFICATIONS FOR .1-- `1 o Y 9. 2SS3N,N, • a BACKFILL REQUIREMENTS S. B\ / EXPIRES:12/31/18 STORMTECH CHAMBER SPECIFICATIONS IMPORTANT-NOTES FOR THE BIDDING AND INSTALLATION OF THUSC3101SC-740 SYSTEM v ' / , <„- 1 CRUSHED CLEAN , 1, CHAMBERS SHALL BE SrORMTECH SC-740,SC-310,OR APPROVED EQUAL 1. 6TORIATECN 90310 SSC-740 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURERS REPRESENTATIVE HAS COIAPLErEDA A f�j\ SEE NOTE AT TOP OF PRE-CONSTRUCTION MEETING MTH THE INSTALLERS. DRAIN ROCK e .. , / / �� a CHAMBERS SHALL BE MANUFACTURED FROM VIRGIN POLYPROPYLENE OR POLYETHYLENE RESINS- 4 *lob Orbi.4 liA \/\ FORSTALARGERD DETAIL DIAMETER 020. a STORMTECH BC-.310 a SC-740 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE carni THE T6TORMTECH SC31GBG740BG7B0 CONSTRUCTION ��yi/ /\/\/ FOR a, CHAMBER ROMSSHALLPROVIDE COHmNUOUS,UNOBSTRUCTED?4TERNAL SPACE WITH NOINTERNAL SUPPORT PANELS THAT GUIDE'. a ' - `' C A,�ON' • r% 6" \//\//� WOULD IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION. { `r� ,, \\ \\ MANHOLES SEEkil vega 3. CHAMBERS ARE NOT TOBESACMFILL.EDINRADOVZERGRAN EKCAVATORSITUATED OVER THE CHAMBER3. BUILDING FOOTING d d" �,,* '� S-'5'� //////\/� f STANDARD DETAIL#160 4< THE 3'TRUCTLFIALDESN4UOFTHE CHAMBERS,THE STRUCTURAL SACKFU ,ANDTHEINSTALLATIONREQUIREMINTSSHALL.ENSLIRE SEE STRUCTURAL - . v _ - .; , / _ TO STORM DRAIN•IL ' ��_ 0 _ MAMtJMB"-SEE NOTE 6 .STONESNOOTER LOCATE ^( j_ '" ` SET INNON-SHRINK GROUT LONG4]URATION DEAD LOADSAND 7)8HDFtT•WRATION L1YE LOADS,BA.9ED ON1'}1EAABH70 DESIGN TRUCK HATH CONSIDIN •BACI¢LL1A8 ROWSARE BUL7 USN°AN ExC,AVATOR ON 1HE FGUNDATION STUNE OR BUBGRAL7E PLANS mile1 � ,,/I . \ FOR IMPACT MULTIPLE VEHICLE PRESENCES. t •BACKFILL FROM OLMNDE THE EXCAVATION USN°ALONG BOOM HOE OR EXCAVATOR- - \�' \� \,, �'` \� \�' \� ` •SA Mir fil - ,, 4 6. GNARLSERSSWLLlMEET AST'Mf'2972{POLYETT(YLENE)ORASTM F2415(PGLYPROPYLENE).'STANDARD SPECIFICATION FOR / / // . `a` �'�� f,�.�l-�I�� 2 - L) PAVINGRING3NOTALLOWED THERMOPLASTIC CORRUGATED WALL$TORRMWATFR COLLECTION CHAMBERS. 4. THE FOUNDAT ON STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PUACNO CHAMBERS. — — — \'�\' ,K.. .„..4,„ ' ..4.,/,, , \' � & CHAMBERS SHALL BE DESIGNED AND ALLOWABLE LOADS DETERMINED IN ACCORDANCE WITHASTM F2787,`STANDARD PRACTICE & JOINTS BETWEEN CHAMBERS SHALL SE PROPERLY SEATED PRIOR TO PLACING STONE. ... \\//l./ /'-. NOTES: FOR STRUCTUPAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS'. 1. ALL MANHOLE SECTIONS SHALLarchitecture Ilc & MAINTAIN MINIMUM•W(160171m)SPACING BETWEEN THE CHAMBER ROWS. • -�� 7. ONLY CHAMBERS THAT ARE APPROVED SY THE SITE DESIGN ENGINEER WILL BE ALLOWED.THE CHAMBER MANUFACTURER SHALL CONFORM TO THE REQUI SUBMIT THE FOLLOWING UPON REQUEST TO THESITE DESIGN EJNGINEER FOR APFROV/LL BEFORE DELIVERING CNIAMBERS TO THE • EMBEDMENT STONE SURRDIIN(HNT•CHAL�ERB MUST BEACI£AN,CRUSHED. STONE L47 pose mm). 6" 6" OF ASTM C-478 AND APPLICABLE PROJECT SITE V U PROVISIONS OF STD.MANHOLE & THE CON NACTOR MUST REPORTANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE SITE DESIGN a. ASTRUCTLJRALEVALUATION SEALED OVA RECISTEREDPROFE851014 .ENGINEERTHATDEMONSTRATESTHATTIESAFETY ENGINEER. DRAWING NO.010 25107 genesee trailroad BACKWATER CHECK VALVE FACTORS AREGREATERASHFOR THERMOPLASTIC OR EQUALLTI 1.93 FGR DEAD LOAD AND 1-75 FOR LIVE LWAO,THE MNDMUM REQUIRED BY AVM 9 ADS RECOMMENDS THE USE OF'FLEXSTORM CATCH N"INSERTS DURING CONSTRUCTN)t FOR ALL INLETS TO PROTECT THE SUBSURFACE golden, Co 80401 F27B7MID BYAASNTG FOR THERLpPLASTIC PIPE. STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF SEE THIS SHEET FOR DETAILS 2. INLET AND OUTLET PIPE NOT TO EXCEED !N../ b. A STRUCTURAL EVALUATION SEALED BY A REGISTEFtED PROFESSIONAL ENGINEER THAT DEMONSTRATES THAT TVIE LOAD 18"DIA. • FACTORS SPECIFIED IN THIEAASHTO LRPD BRIDGE DESIGN SPECIFICATIONS,SECTION 12.12,ARE MET-THE SOYPAR CREEP NOTES FOR CONSTRUC710N EQUIPMENT FOOTING DRAIN DETAIL MODULUS DATA SPECIFIED MASTS'F24111 OR ASTM F2922 MUST BE USED AS PART OF THE AASHTO STRUCTURAL EVALUATION TO VERIFY LONG-TERM DRMNl 1. STORMTECH SC310 5 SC-740 CHAMBERS SHALL BE INSTALLED INACCORDANCE WITH THE STORMTECH SC310.9G74010C 1S0 CONSTRUCTION 3. PROVIDE SPECIAL DETAIL FOR OUTLET 303.$72.0487 DUDE•• FLOW CONTROL EXCEEDING 18"DIA. 60"MINIMUM ' --� gTRL,GTAIwALL tDBBBEGT,DNDETA,LOHWHIGHITH BTRucTt,RALEVALUATION IBBASED. NOT TO SCALE vegaarchitecture.com B. CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 0001 CERTIFIED MANUFACTURING FACILITY a THE USE OF CONSTRUCTION EQUIPMENT OVER SC-310 5SG740 CHAMBERS IS UNITED: •I NO EQUIPMENT IS ALLOWED ON BARE CHAMBER6- 4. ALL OUTLETS SHALL HAVE FLOW CONTROL •NO RUBBER TIRED LOADERS.DUMP TRUCKS.OR EXCAVATORSARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED DJ ACCORDANCE WITH DEVICE. - . WATERTIGHT SEAL THE`STORMTEDNSCaIsrso-74GDF7S000NSTRUCTIONGUIDE`. .1- ANTI-SIPHON DEVICE •WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THEE STORMTECH SC31G78C 74GIDG780 CONSTRUCTION GUIDE'. 3. FULL 36.1900 mm)OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING. - PIPE TYPE USE OFA DOZER TO PUSH EMBEDMENT STONE SETWEEN THRS E ROWS OF CHAMBEMAY CAUSE DAMAGE TO THE CHANSON AND Ls NOT AN - SIZE,AND ACCEPTABLE BAOKFlLL METHOD,ANY CHAMBERS DAMAGED BY THE-DUMP AND PUS["METHOD ARE NOT COVERED UNDER THE BwRM7BBCRL S TANDARD WARRANTY. '' "SNOUT"OIL&DEBRIS STOP Sa •. CONNECTION CONTACTSTORMTECHATI-08IS92.28 4WmIANYQUESTIONSONINSTALLATIONREQUIREMENTSORWEIGHTUNITSFORCONSTRUCTIONEQUIPMENT. ALL HOODS AND TRAPS FOR CATCH BASINS ---=1] PLAN,AS WW.A"•.NC AND WATER QUALITY STRUCTURES SHALL APPROVED BE AS MANUFACTURED BY: . BEST MANAGEMENT PRODUCTS,INC. ii::::/=° . • 53 MT.ARCHER RD. CC LYME,CT 06371i! (860)434-0277,(860)434-3195 '' `•'• ' ' • ' • " 6 FAX TOLL FREE:(800)504-8008a OR(888)354-7585 113" UM! WEB SITE: WUWl.BMPINC.COM • OR PRE-APPROVED EQUAL CONCEPTUAL LAYOUT COMPUTER GENERATED CONCEPTUAL LAYOUT-NOT FOR CONSTRUCTION W SOIL& BLE DEBRIS • } (40)570RMTECH 50-310 CHAMBERSIIMISSIMI ACCEPTABLE FILL MATERIALS: STORMTECH SC-310 CHAMBER SYSTEMS ON SURFACE CANNOT EXIT PIPE • (16)STORMTECH EC.310 END CAPS I k 1 INSTALLED W01H 8"COVER STONE,B'BASE BTOIiE,40%STONEY= — L} - III NII7ALLFD SYSTEM VOLUME:1707 CF AASHTO MATERIAL COMPACTION(DENSITY •� C b 92 MATERIAL LOCATION DESCRIPTION p x SUMP VOLUME AVAILABLE AREA OF SYSTEM: 1235 FT' m W CLASSIFICATIONS REQUIREMENT w OI 3 a PERIMETER OF SYSTEM:149FT 1 0: a m < w MINIMUM MAXIMUM , 4Bffi , ' - FINAL FILL:FILL MATERIAL FOR LAYER T7 STARTS 60'M.H! 58.9 CF 96.1 CF111:::( FROM THE TOP OF THE'C'LAYER TO THEBOTTOM ANY SOIUROCK MATERIALS.NATIVE SOILS,OR PER ' PREPARE PER SITE DESIGN ENGINEER'S PLANS_ �'0 78,75 -E t Q D OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED ENGINEERS PLANS,CHECK PLANS FOR PAVEMENT NA PAVED INSTALLATIONS MAY HAVE STRINGENT Ill V 1 72•M.H! 84.8 CF 141.3 CF E. I GRADE ABOVE-NOTE THAT PAVEMENT SUBBASE SUBGRADE REQUIREMENTS. MAILRIAL AND PREPARATION REQUIREMENTS. 2 El, .g ° 64"M.H. 115.4 CF 192.3 CF ��11 MAY Of PART OF THE T1 LAYER CL.a-1 5 ' N yE BEGIN COMPACTIONS AFTER 12'(300 mm)OF CO i' � = PROVIDE SPECIAL DETAIL FOR VOLUME1111 S AASHTO M145' MATERIAL OVER THE CHAMBERS IS REACHED- . - e"• ISOLATOR ROW INSPECTION PORT- 1 INITIAL FILL:FILL MATERIPL FOR LAYER'C GRANULAR WELL-GRADED SOIIJAGGREGATE MIXTURES,s35b A-1.A-2-!A-3 COMPACT AD{]ITIONAL.LAYERS IN fi'(150 mm)MAX M REQUIREMENTS EXCEEDING 192.3 CF •` �•�I '1, € STARTS FROM THE TOP OF THE EMBEDMENT FINES OR PROCESSED AGGREGATE. LIFTS TO A MIN.956 PROCTOR DENSITY FOR ,� 6 F C STONE('W LAYER)TO 1B'(450 mm)ABOVE THE OR WF.IL GRADED MATERIAL ANOW�RELATIVE I o F 111'e - 1SPRFFAJ3RICATEDENOCAPF7JiTB Lr TOP OF THE CHAMBER-NOTE THAT PAVEMENT MOST PAVEMENT SUBBASE MATERIALS GAN DE U9 ED IN LIEU DENSITY FOR PROCESSED AGGREGATE • NIGEPEI2STVPOFALLBC31O ROWS - PASHTO3657M43' , . CONNECTIONSE1213TND ISOLATOR SUOBASE MAY BE A PART OF THE'C'LAYF13. OF THIS LAYER MATERIALS ROLLER GROSS VEHK:L£WEIGHTIC 3,357,4,457,5,55,IST,8,67,68,7,78,B,8S, NOT TO EXCEED 12.000165(53 kN).DYNAMIC \ 4,10 FORCE NOT 7D EXCEED 20,0001W(69 LN). 11 • -11' EMBEDMENT STONE:FILL SURROUNDING THE CLEAN.CRUSHED ANGULAR STONE,NOMINAL SIZE AASHTD M43' . Al / - - / - - • B CHAMBERS FROM THE FOUNDATION STONE(A' DISTRIBLITION BETWEEN 3'4.21NCH(20.50 mm} 3.357.49.1441607.1.154536'. ,467.5.56.57 NO COMPACTION REQUIRED O S SUMP VOLUME REQUIREMENTSCE / / / / LAYER)TO THE'c'LAYER ABOVE- Aa 20 CF11-D CFS OF 3NFLCw `�� / //,///////` � r ,1 FOUHOATIONBTDNE:HLLBELOW CHAMBERS i5 �3 58.9 CF MINIMUM REQiJIRED r // ////// CLEAN.CRUSHED,ANGULAR STONE,NOMINAL SIZE AASHTO M43' PLATECOMPAGT OR ROLL TOACHIEVEAFLAT m A FROM THE SUBGRADE UP TO THE FOOT(BOTTOM) DISTRIBUTION BETWEEN Y4-Z INCH(20.50 mm) 3,357,4,467,5,56,57 SURFACE' '� a 5 J OF THE CHAMBER. �_i(X?(K;!XY.:(XY_Y.:%i!iC� -:lY-:{'•(v, ii 4 E - �1 PLEASE NOTE: 6 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY,THF STONE MUST ALSO BE CLEAN,CRUSHED,ANGULAR.FOR EXAMPLE,A SPECIFICATION FOR N4 STONE WOULD STATE-'CLEAN.CRUSHED. ANGULAR NO.4(AASHTO M43)STONE'. i73 qS __ - - FOR STANDARD DESIGN LOAD CONDITIONS,AFFLAT URMAX)LIFTStACHI WO FULLKING01)DRAG DRAGGING WITHOUT COMPACTIONOA, V WATERQUALITY N I - 1) 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR LOCATION MATERIALS WHEN PLACED AND COMPACTED IN `w " / 0-41 L .J4'4'�trl•Z�l�-'✓I+IV�/Yv4`✓/'J1 3. WHERE!NFL TRATION SURFACES MAY BE COMPROMISED BY COMPACTION, A FLT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT EQUIPMENT,FOR SPECIAL LOAD DESIGNS,CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. 3 M o g5 `-, PFY3POSE0SINEER/PE PROVIDED (DESIGN BY3} 1) 1 AIAGEOSYNTHETICS6D1TNON-WOVENGEOTEXTILFALLAROUND = o MANHOLE (SNOUT) A C1eanWatee� Services 0 N ENgMEERlPRWID®BY GTHERB} • , A. �� X �� as _ --- PAVEMENT LAYER(DESIGNED -_- /\ F CLEAN CRUSHED,ANGl1LARSTONE IN AS['LAYERS l`•o BY 517E DESIGN ENGINEER) } g 1� DRAWING NO. 250 REVISED 12-06 Our commitment i6 OGRE CJ L ` \\9 1ff ADSN-12 BOTTOM 3 11 \.( J /,(1 C\{ "< t` .. RC2 7 .l' 1 / a I 1 a 34 ♦ CONNECTION,INV OM' G PERIMETER STONE \i) :)f�):�?�r: `��:� ::��:��\��y�t�\}� , �� (4C1g".•••• :Liti"_.:77".1.':„:;..... "L� s � a� 8aa'�� I {SEE NOTE 61 ..erian.I �.i ru�rril A � .�notyrr ty r.?Ori tri � 6x�ar 6•(MN ml 1S, (2.4 m) S6 - n x r n,rr xrn r O r o1r L4VY`,,,, ,'1VtihlVv."vv, ABOVE CHAMBER BABE + Y 450mm MIN' MA% Co1SEmAN(SotETEC S EET 97FR! n IN a"�• 4. ar R7<iA+nr .grins ) I $X 11 sTBEE TECH SHEET&7 FOR d 3 yi ' 's> �Y4,i •,15" � b -ti-(t. 3 �i 71 ra. • I t 10`It 10-A03 N-17 BOTTOM IMMVlFOLO,INV 0.711' t BRING 11..:". _,S" r,l i r� >t, 6 a=_r `. O' • . � A`A A... se- /405 6• A 9 ABOVE CHAMBER BASE(SUE 7130 BY ENGINEER! r EXCAVATION WALL <'+ /p 6 ///e • rr \\\ < I— 'xY ►` �S..JG x- _ - - (GAN BE SLOPED 4R VERTICAL) -I il- p I ({ . �l•� (405,mm1 5" '' CC BEETECH 9HEETIF7FOR FMNIFOLD817JNQ - • Qg II Jhv� " '�� \\\ a• pi GUIDANCE) {N 8 ; I-Ti J ,�-L� • • aF . ■ • .4 di 1 1 ., gi (r =Tr .OOA 4 4 A!1F PLACE MINIMUM12.90F ADSGEOSYNTBTICB f; .. ��- ^L- - �- �� 1 1-.. L, —iT ,iy � 61 g O Q rli.. T>-79_41-1 I1 -.T .e .ell I t -II 1-14-13-4C:741,' i l '� - L DEPTH OF STONE TORE DETERMINED 5 �' O 315WTK WOVEN GEOTEXTLE OVER BEDDING R 11 9Y DESIGN ENGINEER 6'(150 mm)MIN STONE AND UNDERNEATH CHAMBER FEET FOR vvevux�l..""se u`.tY uvv'setir v', R �SC-310 6' /' 0 In SCOUR PROTECTION AT ALL CHAMBER INLET 12'(300 mm)M IN END CAP SUBGRADE SOILS {150 mm)MIN 34'{S&5 Mrn) 1 Y(300 mm)TYPIR 9 ROWS (SEE NOTE 5) O co ❑ . ...a. "............."."..........4,-...... A..1 16-5 LU il I.J._.I g g NOTES: F>5' 5- 6 1. FC- CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM P2419 STANDARD SPECIFICATION FOR POLYPROPYLENE(PP)CORRUGATED WALL STORMWATER COLLECTION CHAMBERS',OR ASTM i D •i i IC O ilif /g! U 'STANDARD SPECIFICATION FOR POLYETHYLENE(PEI CORRUGATED WALL STORM WATER COLLECTION CHAMBERS'. `.-s d sCL -• - _x _ - - • ♦ • - gg� 2. 9G-310 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM 12787'STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION 3 5, 1! O CD n MP BBB[ BBB[ �. - s lig Q E1 CHAMBERS`. - a'A CONE IGURA TION DETAIL, 14 ` ■VI I3 'ACCEPTABLE FILL MATERIAL S'TAB[F ABOVE PROVIDES MATERIAL LOCATIONS,DESCRIPTIONS,GRADATIONS,AND COMPACTION REQUIREMENTS FOR FOUNDATION,EMBEDMENT,ANO FLL MATERIALS i INSTALLATION DETAIL I M a 4. THE'SITE DESIG H ENGINEER'REFERS TO THE ENGINEER RESPONSIBLE FOR THE DESIGN AND LAYOUT 0I THE STORM TECH CHAMB ERS FOR THIS PROJECT- • SF t' PVC ANTI-SIPHON err• �� PIPE ADAPTER T ` 5. • Cir) THE SITE DESIGN ENGINEER*CONSIDERATION FOR THE RANCESPONSIOF BLE FORCTED ASSESSING THEE CONDITIONS RESISTANCE(ALLOWABLE BEARING CAPACITY)OF THE SUBGRADE SOILS AND TAO DEPTH OF FOUNDATION STONE WITH / C AAB N-12 DUAL WALL PERFORATED HOPE UNQERDRAIN CUTLLT COt4T1i0L STIZl3CT11RE 6. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THEEXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS- F REMOVABLE IlATERTIGN ' /N MALL IL (SIZE TBD SY ENGINEER) (DESIGN BY ENGINEER I PROVIDED BY SHEET -- • ACCESS PORT.6'-IO'OP\1�. OTHERS) 7. ONCE LAYER'C'IS PLACED,ANY SOIUMATERIAL CAN BE PLACED INLAYER'0'UP TO THE FINISHED GRADE.MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF SHEET FOAM GASKET W! 2 OF 5 LAYER'C OR TY AT THE SITE DESIGN ENGINEER'S DISCRETION_ 3 OF 5 , PSA BACKING-- d �O (TRIM TO LENGTH) '•. MOUNT 06.20.2017 ANCHOR W.,BOLT FLANGE SEE DETAIL A) PERMIT+CONSTRUCTION 0 • INSTALLATION NOTE, N I PasmONHOODSUCHTHAT —L—. BOTTOM FLANGE IS BELOW 16• THE PIPE INVERT, /MOUNTING FLANSy '•J\ GASKET / • • compRE63E0 ' • BETWEEN HCOG - - - - - (.-- _ AND STRUCTURE OETAILA [SEE DETAIL B) ts UNDERDRAIN DETAILSC-310 TECHNICAL SPECIFICATION F CUTLET PIPE (HIDDEN) �' �' � '�� NTS 1 ANCHOR S STORMTECH NTS N DRILLED SHIELD STAINLESS STORMTECH ' ' FRONT VIEW SIDE VIEW HOLEBOLT COVER ENTIRE ISOLATOR ROW WITH ADS - CHAMBERS r STORMTECH CHAMBER 4.4411A4.1:,,•,,,,,,,..: GEOSYNTHETICS 6817 NON-WOVEN GEOTEXTILE c . P `- 1 ENO CAP � � a 4 EXPANSION CONE CD ) �i �. $ SNOUT OIL-WATER-DEBRIS SEPARATOR (NARROW skip our 5' 1.5m MIN WIDE 'Tr)• 97 w 3 OUTLET MANIFOLD 'N�. ,ls h 3 LY$ a (13 0 5 i' I I,^I 1 I ()fit l',, '1G 90.7'(2304 mm)ACTUAL LENGTH �.I ---05.4•(2169mm)INSTALLED LENGTH -.--� �q{ w "C3 _ . ''il I1 ' 11 ` ..4.6►��...`��rsss v+ ea a a STORMTECR HIGHLY RECOMMENDS SC-310 CH.AMBEA OPTIONAL INSPECTION PORT U ° 1= "'v,, , BMW ROW IN THIS DIRECTION (O o NOT $: a,�, _ - 1i � ! I E IIIIIIIIIIIHE i _�_ 4-:: :alei 0 Ol FLEXSTORM PURE INSERTS!N ANY UPSTREAM II rn I- S' .- g I i FGUNY)ATION STONE K, .R�' • v�I L 1 S -T 1} u y 1 :'.k ` a,_ g STRUCTURES WITH OPEN GRATES 1 II a t ''� I,' 1, I �, •t� .w4.4'•��•:F� �� .� _A_ .- !�'. -!,;_ co I- 9' $ = 1. ALL HOODS AND TRAPS FOR CATCH BASINS AND WATER QUALITY STRUCTURES SHALL BE -'1-41 .+' a r�r�r�"`"'i��/,,,,1//f,7�'.�'".r • A , rr riir�r,".,II!!6 M ! .I :r a I': f BENEATH CHAMBERS +t= e�a'L,-. wP L� ^ ¢ ii A$ MANUF ACTL.IRED BY: (/) CV ={�^ r' 1 31dY1/L'+�3 ,57." t + t `.. w 8 �T N.t! jI. i v S BEST MANAGEMENT PRODUCTS, INC. o } \ 53 MT, ARCHER RD. s y. SC-37p END CAP I I I ,�� y r e a M S a 4,11 +. . �I \ — { �i`�i !I.,1! +r, .,, s'�o d'l�R rL_'4'sjd r._�° � 1''�' �, .�� START END 3 LYME, CT 06372 . � 1 a _ I A05 GEOSYNTHETICS 691T f = .0-40 y D �Il�llllillll ON III�IIIII NON-WOVENCEOTCXT LE SECTIONA•a DUAL WALL —"TR-1-- x w (860) 434-0277, (86C) 434-3195 FAX >bne7; !A. ' .c� J7I;i.ty PERFORATED ACCEPTS 4`(100mm)SGH40PVC OVERLAP NEXT CHAMBER HERE 1 TOLL FREE. (800) 504-0008 OR (889) 354-7595 1�•IG s, III 1 I, I1, 1 / - HDPE PIPE FOR INSPECTION POST,FOR (OVER 5MAIL CORRUGATION) WEB SITE. ww w.b25tTL COr1 _ STORMTECH - h .1" - • _ - - - t;g - - �1 - - ,•* z <F - 1(`_-�. 4!!!:!:!!::;4 �i 7 • PIPE SIZES LARGER THAN 4'(100 mm) _ CATCH BASIN _36%i - Sty ' I + 1 W UNDEROR41N W P' W OR HI y'a $0$<�`t t4 '43 U41;44167,1 g�4 41, - t�E;}' aE FIND CAP " E ' " UP TO 10'1250 mm)USE INSERTS TEE a= MANHOLE pp��Bpp�ppq�Il 111 � � I I � I��f l 1 � 1 � ' .':4 2.:� �'.'s� H.:�.'F, II. ■[1G{]IC i{ {]I 1 p a r .��7#.� (1 -y OR PRE-APPROVED EQUAL NBI pI•ly: -a. at $.b .,':Z!r� ]11 i��jLi �i� � !Ili!!! ✓ ll� Z.L4 s 1 �': 4 rytrs.tf► tosfu CONNECTION CENTERED ON "s:70,4.I'V.4 „ ....'ea'0 M II I'' .I I,' 1i I: ' ��:yq ;li,** CHAMBER CREST CORRUGATION a 2. ALL HOODS SHALL BE CONSTRUCTED OF A GLASS REINFORCED RESIN COMPOSITE WITH �EtF r SUMP DEPTH TODAY - s'° , B B si",-iyS.r, �':�3 rn :S ISO GEL COAT EXTERIOR FINISH WITH A MINIMUM 0.125` LAMINATE THICKNESS. SITE DESIGN ENGINEER / arll Al'F}�� !r 'd` C (24'[600 mm)MIN RECOMMENDED) - � <4...- 7....4,4,70-z.-,..?"0...10.-.1�lNST APPROVE, N�G o Y C E I.�' FO UN DAT10N STONE . 'R. '11VAI ATILT I 1 �= 3, ALL HOODS SHALL BE EQUIPPED WITH A WATERTIGHT ACCESS PORT, A MOUNTING FLANGE, Wl T 12'(300 mm)HOPE ACCESS PIPE REQUIRED `TWO LAYERS Of ADS GEOSYNTHETICS 315W1X WOVEN Y E I ``•��// /T'� I USE FACTORY PRE-FABRICATED END CAP GEOTEXTaEBETWEEN FOUNDATION STONE ANO CHAMBERS <g 1 A. III .� BENEATH CHAMBERS �if;%tis i. �Aiy ft -. AND AN ANTI-SIPHON VENT AS DRAWN. (SEE CONFIGURATION DETAIL) HES PERMET V ,.. "4<�RUR91.. s►<¢4!. /fl 15.0' 16.0' <i PART*.SC310EPE129 4'(f2m)MIN WIDE CONTINUOUS FABRECWITHOUT SEAMS Y mb / � i / 4' it ti (396 mm)VS\ (406 mm) 1 _ '15 ' " " E. �F 4. THE SIZE AND POSITION OF THE HOOD SHALL BE DETERMINED BY OUTLET PIPE SIZE AS r O a� ADS GEOSYNTHETICS 6017 / iJ S W/ SC310ISOLATOR ROW DETAIL Pc 6 A NON-WOVENDE01ExnLE ►t/-i / �� ;� PER MANUFACTURER'S RECOMMENDATION. O NTS o 01 •\\ �. 9.9' 45.3' 34.0' "5 NUMBER ANL)SIZE OFUND£RURAINSPERSITEDESIGNENGINEER (251 mm) (1166mm) (B64mar) gs 5, THE BOTTOM OF THE HOOD SHALL EXTEND DOWNWARD A DISTANCE OF 18" FROM I.E. OUT, 1 4'000 mm)TYP FOR SC310SYSTEMS SECTION B-B =W w 6'(150 mm)TYP FOR 50-740,a-760,MC-3500 8 MC-4500 SYSTEMS n R ? 6 THE ANTI-SIPHON VENT SHALL EXTEND ABOVE HOOD BY MINIMUM OF 3" AND A MAXIMUM OF 0 p 24" ACCORDING TO STRUCTURE CONFIGURATION. N INSPECTION 8 MAINTENANCE s k E INSERTS TEE DETAIL SI2TfAN N% J TAL�Eb EliOTH) S 340'%16.7X65.4' {864 mmX406 mmX2169 mm) a _- CHAMBER STORAGE 14.7 CUBIC FEET (0.42m'( 1° w?N 7. THE SURFACE OF THE STRUCTURE WHERE THE HOOD IS MOUNTED SHALL BE FINISHED Q) STEP I) INSPECT ISOLATOR ROW FOR SEDINENT A CS g; NTS / DONOTINSTALL SSI MINSTALLED STORAGE* 3310HT 0 BIC FEET (0105 88 e1 #� � 13 SMOOTH AND FREE OF LOOSE MATERIAL. a) A. INSPECTION PORTS(LF PRESENT) S -- ., I................� "„Y'""""""""' INSERTS-IEE AT * S ;Y A.I. RQMOVF7OPENLID ONNYLOPL.AST!NLONE DRAIN i 'S llng7= CHAMBER 'ASSUMES 6•(152mm)ABOVE,BELOW,ANDBETWEENCHAMBERS B. THE HOOD SHALL BE SECURELY ATTACHED TO STRUCTURE WALL WITH 3/B' STAINLESS r DETAILS A2- REMOVE AND OLEAN FLEXSTORM FILTER IF INSTALLED $ 31 I- - ` /� Al USING AFLASHLIGHT AND STADIA ROD,MEASURE DEPTH OFSEDMENTAND RECORD ONMAINTENANCE LOG 1 -- 0S IIt1p.I.' ' A— l N3 STEEL BOLTS AND OIL-RESISTANT GASKET AS SUPPLIED BY MANUFACTURER. (SEE Q) VJ A-4. LOWER ACAMERA INTO ISOLATORROW FOR VISUAL INSPECTION OFSEDIMENT LEVELS(OPTIONAL) d $; 6j Sr¢T;T;;1 „T2y(; 4` INSTALLATION DETAIL) A5 IFSEDMENT is AT.OR ABOVE,3'(ODmm}PROCEED TO STEP2.IF NOT,PROCEED TOSTFP 3 1a g ISR :�':'S! `''"i•'e 1,1 NM • ry a N C B. ALL ISOLATOR ROWS y ao CONVEYANCE PIPE I :,A.a,.a • 1,;,� �,;; $0 4, INSTALLATION INSTRUCTIONS SHALL BE FURNISHED WITH MANUFACTURER SUPPLIED C P 11_ r,,,� a, 1 1 _ 8.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END ISOLATOR ROW MATE VEL MAY VARY „_T--TiA5AV.1T..t: I.A ,. i �1'J I A (.._ A�J 1_ ''U 82- USING A FLASHLIGHT,INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPE R (PVC.HDPE.ETC.) j -"�12N,•','1'- �.�1 1 1 %:':f .lil{1!• I.� 1 i•(��' II I I INSTALLATION KIT. CO i) MIRRORS ON POLES OR CAMERAS MAY BE()RED TO AVOID A CONFINED SPACE ENTRY �9( A.,.;. 1,ili IIII 06 INSTALLATION KIT $)-)ALL INCLUDE• CONCRETE COI.!AR B & `1<�I ! .� 1 S- 4SN) FOLLOW OSHA REGULATIONS FOR CONFNEDSPACE EN7RYIFENTERING MANHOLE -« 18'(456 mm)MINWIDTH R - A�.r,' I � i;1, A� INSTALLATION INSTRUCTIONS B.3. IF SEDIMENT IS AT,OR ABOVE,3"MOmm}PROCEED Tp STEP 2.IF NOT,PROCEED TO STEP 3. PAVEMENT P§ rllf I �1�� I I II�d 7/•. ! j 1 1 III�IIh�`. 8E B, PVC ANTI-SIPHON VENT PIPE AND ADAPTER �•, 1 x .8OCONCRETE COLLAR NOT REQUIRED E �N 1 0.: rAl LI i 1 '�1 !� llitildi g M J Z SLEP2) CLEAN OUTISOLAIONHOWUSINGTHEJETVACPROCESS FOR UNPAVED APPLICATION o gg ,0 2 C. OIL-RESISTANT CRUSHED CELL FOAM GASKET WITH PSA BACKING 1a N A. A FIXED CLLVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45'(1-1 m)OR MORE IS PREFERRED II y 7I -• I �g A B C Cy•n g D. 3/8" STAINLESS STEEL BOLTS E R r - 12'(300 mm)NYLOPLAST INLINE yy�� T` II-I[ INa9 L lll�l.,l_ �'I' 17 B. 0.PPLYMDLRIPLEPASSESOFJETVACUNTIL6ACRHL(lSHWATENlSCLEAN - !LORI' 7S d€ INSERTATEE -RR-0••2_ II-f-Il Ill=u=n=tl=lr�l=ll ll-n-11• W E E. ANCHOR SHIELDS C. VACUUM STRUCTURE SUMP AS REQUIRED f,' •;•:•!,.-- "-1 DRAIN BODY WBOLID HINGED x M S CONNECTION -II=3�9 1 STUBS AT BOTTOM OF END CAP FOR PRAT NUMBERS ENDING WITH S' b I o. -_•1 COVER OR GRATE x- INSTAINSERLLED. A TEE TO BE STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH 9- -0 q x i <S -0 ,,t\i•' COVER 7VER:I N ! O n g�3 OU INSTALLED.CENTERED 1 O. 11 STEP 3) REPLACE ALL COVER5,GRATES,FILTERS.AND LIDS:RECORD OBSERVATIONS AND ACTIONS. -r,;, gyp,+, >? OVER CORRUGATION I PART# STUB A C L.CONCRETE SLAB 50,0 COVER-1299CGC r g w 7 p, a 8 i. STEP4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. 8•(200mm)MINTHICKNESS GRATE:1299CGS So €,, SC310EPEONT7SC3 6TPC 57(147 mm) - Rz,.. (0 PLACE ADS GEOSYNTHETICS 315 WOVEN 6'(150 mm) 9.6'(244 mm) -- S d 0. 4 i CCI - $ ;f MET) EET OVER(CENTEREDONFOR INSERTA-TEE SC3IOEPE06BISd TE PC OS'i--mm) $ - $ WATER QUALITY _ _ SECTION A•A SIDE VIEW QaSCYA )Uy,BEr(DP7E, 1�■L►rI;� FLEXSTORM CATCH IT ^ A IHLET)OVERBED6ING STONE FOR SCOUR 9C310EPE08T! l;BT 3S'{09 mm) S� �w 03 6•(200 mm) 719'(302 mm) NOTES PART* ear' 1ee.01.41 Zi g: 6'{150 mm)ADS N-12 y 1 PROTECTION AT SIDE INLET CONNECTIONS. 3C310EPED80! 80 C O6' IS mm Iia `\ C �r p�+ A♦ ;+I- I�;P GEOTEXTLE MUST EATEND W 050 mm) CHAMBER PE�Ofl�C .-. y .A' MANHOLE (SNOUT) B C1eanWatier Ser vicesW WITH USE OF OPEN GRATE u� I,/I IIr HDPE PIPC PA57 CHAMBER FOOT MAIC DIAMETER OF HEIGHT FROM BASE OPSC310EPE10T 1 E tff(250 mm) 12.7"{323 mm) 1.4'{36 mm) fi tiCO1. INSPECT EVERY 5 MONTHS DUR#NG THE FIRST YEAR OF OPERATION.ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS 1 �f t �{(I OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS l } , f ,**fit► sE INSERTS TEE CHAMBER(XI SC310EPEIOBf {l� 0.7^(10 mm) 6•{750 mm}INSERTS TEF .M�r itit t�.� � �-° ' i'� SC-310 CHAMBER Z Mi SC-310 6'(150 mm) 4'(100 mm SG31 12'(300 mm) 13.5'(343 mm) -- 0.7(23 mm) € OUT commitment 16 den. C PART#DON72ST31IP ��•'�"a"�'a• oC � REVISED 12-05 C 2. CONDUCT JETTING AND VACTORINOANNUALLY pftWHEN INSPC-0710NSHOWS THAT MAMTENANCEISNECESSARY, .'af.Gr,+t.4h ri - . SC-740 1W(250mm) 4•(100 mm) ALL STUBS,EXCEPT FOR THESOTTOMEI2BAREPLACEDAT FORADOMOfENDCAP ORMATIHTHATTHEOUTSIDEDIAMETEROF T DRAWING NO. 260 Q INSERTA TEE TO BE CENTERED s THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP.FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT M1 CO ON CORRUGATION CREST I at DC-760 17 RSO mm) 4'(100 mm 1$08-892-2654 $tI t." C n' / T 'iv I MC-3500 • 12"(300 mm) - 6'(150 mm) • o i/!i/ Q) 5C3106"INS PEc/ N PORT DETAIL •FOR THE SG310EPE12BTHE 12'(300mm)STUB LIES BELOW THEBOTTOM OFTHE END CAP APPROXIMATELY925'(6mm) N g SHEER NOTE: I MC-4500 ♦ 12'(300 mm) I e'(200 mm) E a T 4 5 PART NUMBERS WILL VARY BASED ON NL ET PIPE MATERIALS. INSERTA TEE FITTINGS AVAILABLE FOR SDR 26,SOR 35,SCH 40 IPS BACKFLL MATERIAL SHOULD BE REMOVED FROM BELOW THE N.12 STUB SO THAT THE FITTING SITS LEVEL SHEET OF CONTACT STORMTECH FOR MORE INFORMATIO N. I GASKETED A.SOLVENT WELD,N-12,HP STORM,C-900 OR DUCTILE IRON NOTE'ALL DIMENSIONS ARE NOMINAL 5 OF 6 N