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Derry Dell Public Improvements DERRY DELL SANITARY SEWER, CULVERT, ROAD, �v. AND STREAM IMPROVEMENTS SHEET INDEX: PROJECT OWNERS 1 COVER SHEET 2 GENERALNOTES KOLLSFER 3 TREE PROTECTION PLAN CREEK RELOCATION AND SANFfARY SEWER MAIN CULVERT REPLACEMENT 1 6Sy' 4 EROSION AND SEDIMENT CONTROL COVER SHEET PROJECT k_' " ' 5 EROSION AND SEDIMENT CONTROL PLAN 1 LOCATION- CLEAN WATER SERVICES CITY OF TIGARD B ERASION AND SEDIMENT CONTROL PLAN 2 WATER AND SEWER SERVICE 7 EROSION AND SEDIMENT CONTROL DETAILS 1 C1eanWaer SeiV1Ce5 1� 2550 Southwest Hillsboro Highway 13125 SW Hall Blvd l 8 EROSION AND SEDIMENT CONTROL DETAILS 2 Otc commitment is clear. Hillsboro,OR 97123 . Tigard,OR 97223 SW W�yt]T ST 9 CULVERT PLAN [503]681-3600 503-639-4171 -i r I CULVERT PROFILE AND ROAD SECTION 11 UTILITY PROFILES ■ r 12 JOHNSON ST WATER MAIN 13 CULVERT DETAILS 14 STANDARD DETAILS 1 15 STANDARD DETAILS 2 SR.ENGINEER: JADENE STENSLAND,PE (503)681-0662 PROJECT MGR.: KIM McMILLAN,PE (503)718-2642 SW GAARI]E ST 16 STANDARD DETAILS 3 PROJECT MGR.: DUKE TRAN (503]681-0636 1 1 17 STANDARD DETAILS 4 ENG.TECH.: JAFAR HAMBOUTH [503]681-3621 18 STANDARD DETAILS 5 ENVIRONMENTAL; TRACEY DULIN [503]681-3658 20 TRAIL LAYOUT&MATERIALS PLAN I 19 STREAM$,FLOODPLAIN LAYOUT PLAN CAPITAL PROJ.MGR.: ANDY BRAUN,PE [503]681-3615 � / ! 21 DERRY DELL CREEK PROFILE S 22 TRAIL PROFILE PROJECT DESIGNERS STREAM,FLOODPLAIN&TRAIL GRADING PLAN 1 y f V I , .�. 24 STREAM,FLOODPLAIN&TRNiL GRADING PLAN 2 25 TYPICAL GRADING CROSS SECTIONS AREA MAP 26 GRADE CONTROL STRUCTURE DETAILS SCALE:1'=3,000' (FOR 22X34"SHEETS) 27 BANK TREATMENT DETAILS CREEK RELOCATION,CULVERT REPLACEMENT,AND TRAILS SANITARY SEWER MAIN AND PLANTING 28 WHS DETAILS 1 29 WHS DETAILS 2 30 TRAIL DETAILS 1 31 BOARDWALK PLAN 32 BOARDWALK DETAILS 1 VIGIL-AGRI M 15 ESA VIGIL AGRIMIS eanWater Sen6ce5 CLEAN WATER SERVICES f' FANNO 33 GUARDRAIL DETAILS 1 J EIRIK SCHULZ,P.E. DUKE TRAN r CREEK J 619 SE MorAson St Our commitment is cleat. 2550 SW Hlllsboro Highway 34 SANITARY SEWER PLAN&PROFILE Hillsboro,OR 97123 Portland,OR 97214 / --1-•C _ (503)274-2010 (503)681-k600 w1 35 STRUCTURAL PLAN 7 /I• j 36 STRUCTURE DETAILS Z I V f? LU f ' _ UTILITY LOCATES (503)232-1987 o SW JOHNSON ST 1? PROJECT 48 BUSINESS HOUR NOTICE PRIOR TO EXCAVATION w � ' CONTRACTOR SHALL NOTIFY CLEAN WATER SERVICES AND ALL OTHER UTILITY , DERRY DELL COMPANIES 48 BUSINESS HOURS PRIOR TO START OF CONSTRUCTION ANDIOR CREEK EXCAVATION. PROJECT SU FNEYDR: PRO 1�CCT INSFECTO-R: OREGON LAW REQUIRES CONTRACTOR TO COMPLY WITH RULES ADOPTED BY 5 A EESCOGNNt P.L.S..P.E.-SURVEYOR CLEAN WATER SERVICES Logus Rd j' Miwaukie,OR 97222 tipyFi OREGON UTILITY NOTIFICATION CENTER.THOSE RULES ARE SET FORTH IN OAR MIKE OHLER 952-001-0010 THROUGH 952-001-0090,COPIES OF RULES MAY BE OBTAINED BY 503 654-1727 [503]68"116 [ ] CONTACTING THE UTILITY LOCATE CENTER AT(503)232-1987. OHLERM@CLEANWATER SERVICES.ORG 14p Ak ELECTRIC: PORTLAND GENERAL ELECTRIC (800)544-1793 w CULVERT ' ` �yU 5 GAS- NORTHWEST NATURAL GAS (503)2264211 TELEPHONE: FRONTIER COMMUNICATIONS (8T7)462-8188 s y� TELEVISION: COMCAST (800)934.6489 TELEVISION: CENTURY LINK (877)348-9007 J �2� STREETS: CITY OF TIGARD (503)6394171 �' QP WATER: CITY OF TIGARD (503)639.4171 SANITARY SEWER: CLEAN WATER SERVICES (503)547-8100 STORM SEWER: CLEAN WATER SERVICES (503)547-8100 VIN ITY MAP PROJECT LOCATION w SCALE:1 200' (FOR 22X34"SHEETS) TAX LOTS 28102BB00700,2S102BC06700,2S103AA01900,26103AA01913 (WASHINGTON COUNTY TAX MAPS 2S102BB,2S102BC,2SI03AA)LOCATED IN THE NW 114 OF SECTION 2,TOWNSHIP 2S,RANGE 1W,WILLAMETTE MERIDIAN, WASHINGTON COUNTY,OREGON E2N PERMIT NUMBERS AS-CONSTRUCTED $9 1. CLEAN WATER SERVICES,SERVICE PROVIDER LETTER- 13-002687 RW $ 2. US ARMY CORPS WETLAND REMOVAL FILL PERMIT: NR-2013-10219 ii F 3. DSL WETLAND REMOVALIFILL PERMIT; 54047-RF SHEET 1 OF 36 GENERAL NOTES LEGEND: 1. FANNO CREEK AND DERRY DELL CREEK IN-WATER WORK WINDOW: JULY 15-SEPTEMBER 30. D� EXISTING NEW G 2. CONTRACTOR SHALL NOTIFY CLEAN WATER SERVICES AND CITY OF TIGARD PROJECT MANAGERS AND INSPECTION DEPARTMENT(BOTH LISTED UNDER PROJECT CONTACTS)48 BUSINESS HOURS PRIOR TO START OF CONSTRUCTION AND COMPLY WITH ALL OTHER REQUIREMENTS OF ORS 757.541 TO 757.571, GAS LINE 3. CONTRACTOR SHALL PROVIDE 24 HOUR NOTICE OF WORK RESUMPTION TO CLEAN WATER SERVICES AND CITY OF TIGARD AFTER ANY SHUTDOWN EXCEEDING ONE DAY DURATION EXCEPT FOLLOWING - WEEKENDS OR HOLIDAYS. PHONE I F.O. —T- 4. ALL CONSTRUCTION AND TESTING OF COMPLETED SANITARY SYSTEMS SHALL BE IN ACCORDANCE NpTH THE LATEST EDITION OF CLEAN WATER SERVICES GENERAL CONDITIONS AND STANDARD SPECIFICATIONS AS SET FORTH BY RESOLUTION&ORDER(R&D 04-09). SANITARY SEWER ss ss 4. ALL EROSION CONTROL INSTALLATION AND MAINTENANCE SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF CLEAN WATER SERVICES EROSION PREVENTION&SEDIMENT CONTROL TECHNICAL GUIDANCE HANDBOOK. STORM SEWER so —W- 6. ALL TRAFFIC CONTROL SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES(MUTCD)AS MODIFIED BY THE OREGON SUPPLEMENTS, a COST ASSOCIATED WITH IMPLEMENTATION OF TRAFFIC CONTROL,SIGNAGE,OR DEVICES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. WATER LINE a•w rw B. ALL RESTORATIVE PAVING IAVTHIN STREET RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH REQUIREMENTS OF CITY OF TIGARD STREET AND UTILITY IMPROVEMENT STANDARDS,AND THE PROJECT ABANDON 1 DEMO SPECIFIC RIGHT-OF-WAY PERMIT. 7. CLEAN WATER SERVICES SHALL PROVIDE CONTRACTOR WITH CITY OF TIGARD RIGHT-OF-WAY PERMIT. GRADING LIMIT ---------- 8. CONTRACTOR SHALL HAVE A COPY OF ALL PERMITS ONSITE AT ALL TIMES AND COMPLY WITH ALL CONDITIONS STIPULATED IN THE PERMITS. 9. CONTRACTOR SHALL SUBMIT AND RECEIVE APPROVAL OF TRAFFIC CONTROL PLAN FROM CITY OF TIGARD PRIOR TO START OF CONSTRUCTION. Wr-TLAND BOUNDARY _yyET z 10. CONTRACTOR SHALL CONFINE CONSTRUCTION OPERATIONS WITHIN PERMANENT EASEMENTS, TEMPORARY CONSTRUCTION EASEMENTS,OR PUBLIC RIGHT-OF-WAY ONLY. IF AREAS OR FEATURES VEGETATED CORRIDOR OUTSIDE DPSIGNATED CONSTRUCTION ZONES SUSTAIN IMPACT FROM CONTRACTORS ACTIVITIES,CONTRACTOR SHALL RESTORE TO PRP-CONSTRUCTION CONDITION AT NO COST TO CLEAN WATER SERVICES OR CITY OF TIGARD. C� ORDINARY HIGH WATER OHW •+� 11, ALL EXISTING UTILITY LOCATIONS AND DESCRIPTIONS SHOWN ON PLANS HAVE BEEN COMPILED FROM AVAILABLE RECORDS ANDIOR FIELD SURVEY. CLEAN WATER SERVICES AND CITY OF TIGARD CANNOT GUARANTEE THE ACCURACY OR COMPLETENESS OF THIS INFORMATION. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATION AND DEPTH(POTHOLE)OF ALL EXISTING UTILITIES WITHIN �•• y CONSTRUCTION ZONE PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR SHALL PROMPTLY NOTIFY CLEAN WATER SERVICES AND CITY OF TIGARD OF POTENTIAL CONFLICTS. UNDER THESE TERMS 100-YEAR FLOOD BOUNDARY 1�yR B CLEAN WATER SERVICES OR CITY OF TIGARD SHALL BE RESPONSIBLE FOR COST OF REQUIRED RELOCATIONS. IF CONTRACTOR FAILS TO LOCATE ANY KNOWN UTILITY WITHIN CONSTRUCTION ZONE THAT _ CONFLICTS WITH WORK,CONTRACTOR SHALL CORRECT CONFLICT AT OWN COST. ANY COSTS TO THE CONTRACTOR ARISING FROM COORDINATION WITH UTILITY COMPANY TO RELOCATE UTILITIES SHALL MINOR CONTOURS(1') __._.__.__.___ � o�S•� BE CONSIDERED INCIDENTAL TO COST OF PROJECT AND NO ADDITIONAL COMPENSATION SHALL BE DUE CONTRACTOR. $o j 12. CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTS AND CONSTRUCTION STAKING. CONTRACTOR SHALL NOTIFY CLEAN WATER SERVICES AND CITY OF TIGARD PRIOR TO DISTURBANCE OR MAJOR CONTOURS[5'] __________ I.y =o m REMOVAL OF ANY PERMANENT MONUMENTS TO ALLOW REFERENCING FOR FUTURE REPLACEMENT. ONE MONUMENT ON SW WALNUT ST IS WITHIN THE FOOTPRINT OF THE PROPOSED CULVERT AND WILL h REQUIRE REPLACEMENT. PROPERTY LINE — — — — _ 13. CONTRACTOR SHALL RESTORE ALL STREET FEATURES IMPACTED BY CONSTRUCTION. FEATURES SHALL INCLUDE,BUT NOT BE LIMITED TO,PAVEMENT,CURBS,GUTTERS,SIDEWALKS,DRIVEWAYS,STREET STRIPING,SIGNAGE,MAILBOXES,UTILITIES,DITCHES,AND SWALES. TREE 14, CONTRACTOR SHALL RESTORE ALL PROJECT-RELATED EASEMENT AREAS AS STIPULATED IN EASEMENT AND CONTRACT DOCUMENTS, CLEAN WATER SERVICES AND CITY OF TIGARD SHALL PROVIDE [>+f 0 CONTRACTOR WITH REFERENCE COPY OF ALL EASEMENT AGREEMENT CONDITIONS. Q] 15, SURVEY INFORMATION PROVIDED BY NLV SERVICES,INC.(503-329.5703)DATED JANUARY 15,2013, HORIZONTAL DATUM NAD 83,OREGON STATE PLANE,NORTH ZONE.VERTICAL DATUM NGVD 29. ABBREVIATIONS AC ASPHALT CONCRETE MAX MAXIMUM J APPROX APPROXIMATE MH MANHOLE Q N BMP BEST MANAGEMENT PRACTICE MIN MINIMUM 0/ W CARV COMBINATION AIR RELEASE VALVE N NORTHING CB CATCH BASIN NE NORTHEAST W CL CLASS NTS NOT TO SCALE Z ❑ CLSM CONTROLLED LOW STRENGTH MATERIAL NO NUMBER W Z NOM NOMINAL CMP CORRUGATED METAL PIPE ❑ NW NORTHWEST CO COUNTY DC ON CENTER CONC CONCRETE OHWCONSTR CONSTRUCTION PERM PERMANENT ORDINARY HIGH WATER COT CITY OF TIGARD PER p' PSI POUNDS PER SQUARE INCH CR CRUSHED ROCK PT POINT CRK CREEK RDCR REDUCER > CSP CONCRETE SEWER PIPE REINF REINFORCED 8 N1 CWS CLEAN WATER SERVICES RBQ'D REQUIRED DET DETAIL RESTR RESTRAINED LU 0 N N DI DUCTILE IRON ROW RIGHT-OF-WAY J Q h DIA DIAMETER S SLOPE ...I ❑ Q 2 j DWG DRAVk9NGW W BE SOUTHEAST W ESC EROSION AND SEDIMENT CONTROL SS SANITARY SEWER `Q V)SHT �_ uJ ESCP EROSION AND SEDIMENT CONTROL PLAN SPEC SPECIFICATION r ~ ~ W EL ELEVATION SO SQUARE CL N > EXIST EXISTING STD STANDARD Q W ,❑y W FT FOOT,FEET SD STORM DRAIN W t= > 2 LL C) GALV GALVANIZED SW SOUTHWEST s GCS GRADE CONTROL STRUCTURE MTEL TELEPHONE Z Q a GV GATE VALVE Q HDPE HIGH DENSITY POLYETHYLENE TEMP TEMPORARY p (] v& IE INVERT ELEVATION W P ATIERL V3 w IN INCH,INCHES WHS WOOD HABITAT STRUCTURE LBS POUNDS WSE WATER SURFACE ELEVATION rri LF LINEAL FOOT w MATL MATERIAL WET WETLAND BOUNDARY x f w WX ESA VIGIL-AGRIMIS W b r z 879 SE Morrison St.Suite 310 oW0 co _ N 19 P ,OR 97214 .4 P::(503,[503]274-201D o w v a F:(503)274-2024 �qq CV ° co M �� rc w A d� - ---- SANITARY SEWER t 1 m TRAIL AND BOARDWALK O\�� g11 X GRADING LIMITS,TYP 24 i 4 1 i SCALE 6 I� ' - _-�"" -�� 40 0 20 40 80 LL $ $ g I 1 :�. ''1'.ti 1•y. ._a',1 -�� ,� FT \i=, a 1INCH-40 FEET w I i WATERLINE ® -_ '�, �Ypo.-'`` - -----� - � _ �� _ f r•(7 x 11 1 r u 1R -y Kv 1 i 11111111''., 1 R 5 1 '� ---------- - _ 11 � NO cc o*-' r�i filirr/i r - m l 8 N RFEh .r II i1 r $ NEW DERRY DELL YR g �` 3a g 1 ffi CREEK ALIGNMENT y X 1 4s ❑ _ - ---- o ROADWAY FILL SLOPE1 i 31 ? 4 STORMWATER ------ - - - ---- °�{ : 9 r� +� 11 `,y cWvi OUTFALLGHANNEL SANITARY SEWER _ any. .. ._'�yg + IL. I "r 729 2 _^ 2 ----------- "". 1 G yp m m TREE REMOVAL TABLE" - a Tree# DBH Species 8 N } ——— �� 17 coi 1 76" POBA r r,r�� 2 2 18" POBAX4'27 O 3 12" POBA a Fw ... .1... --__ 1.. ,\2 - H 4 16" POBA U = 1 TREE PROTECTION A �i-1 CULVERT fi 10" POBA S 0� 8 FENCE,TYP $ REPLACEMENT 0 7 16" POBAs 113 I �N -- 3 z 6 48" POBA 10 POBA W 2 11 6" POBA �T '" \• ! LU 'y W J 12 15" POBA SANITARY SEWERa ov D 13 15" POBA 14 12" POBA N - g m R. d 15 Multi-Stam SASP \r m 16 10" POBA + TREE TO BE REMOVED,TYP 17 12' POBA f+ SEE NOTE 1 ' R y I g} 18 30' SASP 1 ss 19 16" ACSP ( JD ' FT ODl 20 12" ACSP 0 21 24' SASP g x LU LI] z rn 22 10" ALRU IL 23 a" PORA LU LU LU Uj W FR � 24 15" POBA � - - � . � � "= n� ❑ V/ _ aIe'� �I 25 10" POBA ss - - ....- -------p �t '� 1�/ LL 6r. 7 9 26 8" SASP SW 106TH DR rq �� Q w a W8 27 8" SASP !� - `� 7 LL ~13S 28 8" $ASP - - - - - - - ———— ■ Q Z i a 31 29 24" ROPE -_ ' Q L) F,~„1 30 24" ROPS N 22 31 1 36' RAPS KEY: 32 48" PSME ALMA:bigdeafmaple(Acar-Macrophyllum) LEGEND- NOTE: 33 1 14" PYSP ACSP:maple species(Acer sp.) 1. ALL TREES IDENTIFIED FOR REMOVAL SHALL REMAIN ONSITE AND w ALRU:red alder(Alnus rubra) i6210 EXISTING TREES,DIAMETER SHALL BE USED AS DOWNED WOOD HABITAT FEATURES. c z POBA:black cottonwood(Populus balsamifera) CONTRACTOR SHALL FELL TREES WITH ROOTWADS INTACT. PRSP:cherry(Prunus sp.) REMOVED TREES SALVAGED WOOD SHALL BE PLACED AS DIRECTED BY DISTRICT. r E VIGIL-AGR 1 M N 5 b ' PSME:Douglas fir(Pseudotsuga menzesii W t9 z 819 SE Morrison St.Suite 310 PYSP: apple(Pyres sp.) REMOVED INVASIVE SHRUBS 2, CONTRACTOR SHALL REMOVE LARGE INVASIVE SHRUBS AS Ponland,OR 97214 w a ROPS:black locust(RoWma pseudoacacia) INDICATED ON PLAN. LARGE INVASIVE SHRUBS INCLUDE ENGLISH P:(503)274-2010 a 8 SASP:willow(Salix sp.) � TREE PROTECTION FENCE CHERRY LAUREL AND BAMBOO. F:(503)274-2024 N DBH:Diameter at Breast Height GRADING LIMITS W CID LL go d� ESC PLAN FOR SITES 1 TO 5 ACRES PROJECT OWNERS STANDARD EROSION AND SEDIMENT THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 120OCN PERMIT. THIS SSCP AND CLEAN WATER SERVICES CITY OF TIGARD CONTROL PLAN DRAWING NOTES: GENERAL CONDITIONS HAVE BEEN DEVELOPER TO FACILITATE COMPLIANCE WITH THE 12DOCN PERMIT PROJECT MANAGER:DUKE TRAM PROJECT MANAGER: KIM McMILAN, P"E. REQUIREMENTS. IN CASES OF DISCREPANCIES OR OMISSIONS,THE 120OCN PERMIT REQUIREMENTS SUPERCEDE L ! 2550 SW HILLSBORO HIGHWAY 13125 SW HALL BLVD REQUIREMENTS OF THIS PLAN. HILLSBORO,OR 97123 HIUSBORO,OR 97233 1. All permit r a vionrs must implement the ESCP.Failure[o implement any of the control measures ur practices described in the ESOP is a violation of the permit. [503] 681-3mo (503)639-4171 2 The ESCP measures shown on this plan are minimum requirements for anticipated site conditions. During the construction F j period,upgrade these measures os needed to comply with all applicable local,state,and federal erosion and sediment — F ; f contml regulations. BMP MATRIX FOR CONSTRUCTION PHASES >u Sw SO 1 Submission of all ESCP revisions is not required.Submittal of the ESCP revisions is only under specific conditions. Submit all necessary revision to DEO or Agent. ,..1 1 r • ENGINEERING FIRM SURVEYING RRM 4" Phase clearing and grading to the maximum extent practical to prevent exposed inactive areas from becoming a source of PROJECT ? ' °" ? ESA VIGIL—AGRIMS NLY SERVICES,INC. eran" LOCATION. Tj r E EIRIK SCHULZ P.E. NEAL VESCOGNI,RLS., P.E. 5" Identify,mark,and protect(by fencing off or other means]critical riparian areas and vegetation including important trees REFER TO DED GUIDANCE MANUAL FOR A COMPREHENSIVE LIST OF "�. r 819 SE MORRISON ST 5108 SE LOGUS RD and associated rooting zones,and vegetation areas to be preserved" Identify vegetative buffer zones between the site and PORTLAND,OR 97214 MILWAUKIE,OR 97272 sensitive areas(e.g.,wetlands),and other areas to be preserved,especially in perimeter areas. AVAILABLE BMP'S. [503}274-2910 {503}654-1727 6. Preserve existing vegetation when procticul and re—vegetate open areas.Re—vegetate open areas when practicable before and w after grading or construction. Identify the type of vegetative seed mix used. MASS "LIFTY STr1EE1' FM1AL WUWUTHEA r; Sw wpLPS1JT ST �: -- C 7" Erosion and sediment cantml measures including perimeter sediment control must be in place before vegetation is disturbed CLEARING GRADING NISTALLATNDN CONSTRUCADw .311"IZATIOM PCT,1.MAY 31sT] NARRATIVEDESCRIPTIONS and must remain in place and be maintained,repaired,and promptly implemented following procedures established for The j _ du uration of construction,including protection for active storm drain inlets and catch basins and appropriate non—stormwatn y r,iEseavE rxrunu>Evzemmn *rx z x _ W EXISTING SITE CONDITIONS pollution controls- EXISTING x x j F B" Establish concrete track and other concrete equipment washout areas before beginning concrete work. DERRY DELL CREEK CROSSES SW WALNUT ST THROUGH TWO UNDERSIZED CULVERTS 9" Apply temporary and/or permanent sail stabilization measures immediately on all disturbed areas as grading progresses and rusnc� 3 j { AND TRAVELS TOWARDS FANNO CREEK IN A STRAIGHTENED AND INCISED STREAM for all roadways including gravel roadways. MAMN x x a CHANNEL A SEWER PIPE HAS BEEN EXPOSED AND EROSION IS OCCURRING ALONG0" Establish material and waste storage areas,and other non—stormwater controls. cue wr�x SW GAARDE ST SEVERAL PROPERTIES ADJACENT TO THE MAIN PROJECT PARCEL ADDITIONAL11, Prevent trucking of sediment onto public or private roads using BMN such as:graveled(or paved)exits and parking ureas, J grovel all unpaved roods located onsite,a use an exit tire rash.These BMPs must be in place prior to land—disturbing SANITARY SEWER CAPACITY ISSUES REQUIRE SYSTEM UPGRADES. activities. $�AEYr COEnIWL 1 12. When trucking saturated soils from the site,either use water—tight trucks or drain loads on site. smrexr�lvaye�w, x x x DEVELOPED CDNDmONS 13" Use BMPs to prevent or minimize stormwater exposure to pollutants from spills;vehicle and equipment fueling,maintenance, �sAT ex�iNrsa THE EXISTING CULVERTS AT SW WALNUT WILL BE REPLACED WITH A CONCRETE BOX and storage;other cleaning and maintenance activities;and waste handling activities. These pollutants include fuel,hydraulic yMy x e fluid,and other ails from vehicles and machinery,as.ell as debris,leftover points,solvents,and glues From construction cx,Ex eaaa CULVERT. DERRY DELL CREEK WILL BE RELOCATED AND REMEANDERED THROUGH operations" xE aE VICINITY MAP THE CENTER OF THE TIGARD OWNED PROPERTY TO NATURALIZE THE STREAM AND 14- Implement the following BMN when applicable:written spill prevention and response procedures,employee training on spill oewnTS" ALLEVIATE EROSION ISSUES. SEVERAL SANITARY SEWER LINES WILL BE CONSTRUCTED prevention and proper disposal procedures,spill kits in all vehicles,regular maintenance Schedule for vehicles and machinery, sEweT+rT x SCALE'1'=3.000' (FCR 22X34"SHEETS) OR RECONFIGURED. A WATERLINE RUNNING ALONG 5W JOHNSON 5T WILL BE material delivery and storage controls,training and signage,and covered storage areas For waste and supplies, es +wemcum+lr 15. Use water,soil—binding agent or other dust control technique as needed to ovoid wind—blown soil. sunwrcMTrwai REPLACED AND SEVERAL OTHER WATER AND SEWER UPGRADES WILL BE CONSTRUCTED 16" The application rate of fertilizers used to reestablish vegetation must follow manufacturer's recommendations to minimize yy~ NEAR THE SW WALNUT CULVERT. nutrient releases to surface waters. Exercise caution when using timerelease fertilizers within any waterway riparian zone. �0PC4v" — aunFrworscmT U.I C I 17" H a stwmwoter treatment system(for example,electro—coagulation,flocculation,filtration,etc")for sediment or other yusra aavc�vrc I' ! NATURE OF CONSTRUCTION ACTIVITY AND ESTIMATED TIME TABLE pollutant removal is employed,submit on operation and maintenance plan(including system schematic,location of system. Glmx s Z -- I ? + location of inlet,location of discharge,discharge dispersion device design,and a sampling plan and frequency)before operating the treatment system.Obtain plan approval before operating the treatment system" Operate and maintain the •CLEARING [JUNE 2014 TO AUGUST 2014] �uveT xv x x x x x x W T w MASS GRADING JULY 2014 TO SEPTEMBER 2014 treatment system h workdardingy to manufacturers st be specifications. �,�,� x x x x x x O — [ ] 18" At the end of each workday soil stockpiles must be stabilized or covered,or other BMPs must be implemented to prevent �0�„s x x x x x x W I j w UTILITY INSTALLATION (JULY 2014 TO SEPTEMBER 2014) discharges to surface waters or canveyvnce systems leading to surface waters. er n •STREET CONSTRUCTION[JULY 2014 TO SEPTEMBER 2014] 19" Construct-on activities must avoid or minimize excavation and creation of bare ground during wet weother October 01 —May ER N I 'FINAL GRACING AND STABILIZATION (SEPTEMBER 2014 TO NOVEMBER 2014) 31" C3 + PROJECT `REVEG17TATION WITH NATIVE PLANTS(OCTOBER 2014 TO FEBRUARY 2015] 20. Sediment fence: remove trapped sediment before it reaches one third of the above ground fence height and before fence SW JOHNSON 3T SITE removal. TOTAL SITE AREA = 393,700 SF = 9.0 ACRES 21. Other sediment barriers(such as biobags):remove sediment before d reaches two inches depth above ground height"and before BMP removal. ' j I 22. Catch basins,clean before retention capacity has been reduced by fifty percent-Sediment basins and sediment traps!remove TOTAL DISTURBED AREA = 202.862 SF = 4.7 ACRES trapped sediments before design capacity has been reduced by fifty percent and at completion of project" t SIGNIFIES BLP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY, I N 23. Within 24 hours,significant sediment that has left the construction site,must be remediated. Inves+igate the"use of the DERRY DELL sediment release and implement steps to prevent a recurrence of the discharge within the same 24 hours. Any in—stream CREEK SITE SOIL CLASSIFICATION: clean up of sediment shall be performed according to the Oregon Division of State Lands required timeframe. RATIONALE STATEMENT ALOHA SILT LOAM (1), COVE SILTY CLAY LOAM (13), WOODBURN SILT LOAM, 7 TO 12 24. The intentional washing of sediment into storm sewers or drainage ways must not occur. Vacuuming or dry sweeping and 2 f 45C PERCENT SLOPES material pickup must be used to cleanup released sediments. r l ) 25. Provide permanent erosion control measures on all ex used areas"Co not remove temporary sediment control ractroes until P P P ry P A COMPREHENSIVE UST OF AVAILABLE BEST MANAGEMENT PRACTICES(BMP) OPTIONS BASET]ON DEtJ's P SOIL EROSION POTENTIAL IS SLIGHT TO MODERATE permanent vegetation or other cover of exposed areas is established.However,do remove all temporary erasion control I c P g ze P° ry GUIDANCE MANUAL HAS BEEN RENEWED TO COMPLETE THIS EROSION AND SEDIMENT COHDROL PLAN" measures as exposed areas become stabilized,unless doing so conflicts with local requirements"Property dispose of SOME OF THE ABOVE LISTED BMP s WERE NOT CHOSEN BECAUSE THEY WERE DETERMINED TO NOT 5 RECEIVING WATER BODIES: DERRY DELL CREEK AND FANNO CREEK construction materials and waste,including sediment take place by temporary t Se. EFFECTIVELY MANAGE EROSION PREVENTION AND SEDIMENT CONTROL FOR THIS PROJECT BASED ON dY 26. ihemivegetative seed mixes are specified,sending must take place no later that September 1;the type and percentages of seed AL � SPECIFIC SITE CONDITIONS,INCLUDING SOIL CONDITIONS TOPOGRAPHIC CONSTRAINTS,ACCESSRILTTY TO in the mix must be identified on the plans. CULVERT r G� 27. All pumping of sediment laden water shall be dischur*over on undisturbed,preferably vegetated area,and through a THE SITE,AND OTHER RELATED CONDTTIONS,AS THE PROJECT PROGRESSES AND THERE IS A NEEM TO I ST sediment control BMP i.e"(filter bag). REVISE THE ESC PIAN,AN ACTION PLAN WILL BE SUBMITTED" PERMITTEE'S SITE INSPECTOR. MIKE OHLER 28. All exposed soils must be covered during the wet weather period,October 01 —May 31" i 29. All pumping of sediment laden water shall be discharged over an uncristurbed,preferably vegetated area,and through a IN COMPAN%G)ENCY: CLEAN WATER SERVICES sediment control BMP(i.e"filter bag). 5� PHONE; (503) 6B1-5116 E—MAIL:OHLERM OCLEAJWATERSEWCES"ORG INSPECTION FRFOUENCYi SITE MAP DESCRIPTION OF EXPERIENCE: 20 YEARS OF EROSION CONTROL INSPECTION AND SITE CONDITION MINIMUM FREQUENCY ENFORCEMENT. BCC 3 EROSION AND SEDIMENT CONTROL LEAD CARD. DALY WHEN STDRMWATER RUNOFF,INCLUDING RUNOFF $ SCALE.1'=200' [FgR227(34"SHEETS] FROM SNOWMELT,IS DCCURRING. 1.,ACTIVE PERIOD AT LEAST ONCE EVERY TWO[2]WEEKS REGARDLESS OF WETHER STORMWATER RUNOFF IS OCCURRING" 2,PRIOR TO THE SITE BECOMING INACTIVE OR IN ONCE TO ENSURE THAT EROSION AND SEDIMENT CONTROL SHEET INDEX ANTICIPATION OF SITE INACCESSIBILITY. MEASURES ARE IN WORKING ORDER. ANY NECESSARY MAINTENANCE AND REPAIR MUST BE MADE PRIOR TO PROJECT LOCATim* PROPERTY DESCRIPTION-. LEAVING THE SITE NEAR THE INTERSECTION OF SW WALNUT ST AND SW TAX LOTS 2S102BBOO700, 2S102BC06700, 2SWYM1900, 3. INACTIVE PERIODS GREATER THAN SEVEN (7) ONCE EVERY WEEK- EROSION AND SEDIMENT CONTROL PLANS w PATHFINDER COURT IN TIGARD.WASHINGTON 2S103AAO1913,2501213C5200,25102BC5300, CONSECURVE CALENDAR DAYS. COUNTY,OREGON 25103FA1912,23103AA3300,2S103AA3200,2S103RA31D0, 4 EROSION AND SEDIMENT CONTROL COVER SHEET LATITUDE=45.4305 N.LONGITUDE= 122,783617 W 2S103AA2900 4.PERIODS DURING WHICH THE SITE IS IF PRACTICAL INSPECTIONS MUST OCCUR DAILY AT A w,W' LOGA10 IN THE NW 1/4 OF SECTION 2,TOWNSHIP 25, INACCESSIBLE DUE TO INCLEMENT WEATHER" 10-EVANT AND ACCESSIBLE DISCHARGE POINT OR 5 EROSION AND SEDIMENT CONTROL PLAN 1 0 RANGE 1W,WILLAMETTE MERIDIAN,WASHINGTON COUfM, pp14N L0�' 6 EROSION AND SEDIMENT CONTROL PLAN 2 ' ATTENTION EXCAVATORS ON ' HOLD A PRE—CONSTRUCTION MEEBNG OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES THE INSPECTOR TO 7 EROSION AND SEDIMENT CONTROL DETAILS 1 " DISCUSS EROSION AND SEDIMENT CONTROL MEASURES AND CONSTRUCTION UMTS. $ EROSION AND SEDIMENT CONTROL DETAILS 7 OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NDTFMATT 1CATION CENTER.THOSE RULES ARE ' ALL INSPECTIONS MUST BE E IN ACCORDANCE WITH DEQ 1200—CN PERMIT REOIJREAENIS. SET FORTH IN OAR 952-001-0010 THROUGH GAR 952-001-0090.YOU MAY OBTAIN COPIES OF THESE RULES FROM THE INSPEC IDN LOGS MUST BE KEPT IN ACCORDANCE'MTH DEUS 1200--CN PERMIT REQUIREMENTS. CENTER BY CALLING 503-232-1987.IF YOU HAVE ANY QUESTIONS ABOUT THE RULES,YOU MAY CONTACT THE CENTER.YOU RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE R AVAILABLE ON REQUEST TO DEO,AGENT, " wait MUST NOTIFY THE CENTER AT LEAST TWO BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 503-246-6699. OR THE LOCAL MUNICIPALITY,DURING INACTIVE PERIODS OF GREATER THAN SEVEN{7}CONSECUTIVE CALENDAR DAYS,RETAIN THE ESCP AT THE CONSTRUCTION SITE OR AT ANOTHER LOCATION" DAM 02-11a15 REvlsioNs: EROSION AND SEDIMENT H + of wrF� muj� DERRY DELL SANITARY SEWER CULVERT, �� tauvyev.Nm save ASHOTFf} JOB NUMBER ESA VIGUAGRIMIS ��$ � CONTROL 819 SE Mo isonSt,Suile310 ROAD, AND STREAM IMPROVEMENTS l�� 6496 Porgand,OR 97214 PREPARED FOR: CLEAN WATER SEANCES \� $ --.A PCOVER SHEET :[503]274-2010 2550 SW HLL560R0 HIGHNlAY GO SHEET �LLl�useDRo,OR x7123 �FF:(503 PHONE:SD9�1.3BW WASHINGTON COUNTY OREGON F� 4 C¢ FAY;M3481-'M TAX LOTS_ WASHINGTON COUNTY TAX MAP MATCHLINE-SEE SHT 5 wro 0 17 M:MMEll El El M M Ell El El El M M M M M M � � � � � � � � � � � � � ■ � + r � GRADE THESE AREAS LAST TO GRAVEL 855 g KEEP WORK AREA ISOLATED TREE PROTECTION 1 i r-=-.-><-x-x-•- ---FROM FANNO CREEK g ,, y CONSTRUCTION 7 81 owFENCE.TYP 8 ENTRANCE EXISTING FLOW NEW FLOW VEGETATED CORRIDOR STOCKPILE, _-_ - - -_ ---- - - DIRECTION DIRECTION BOUNDARY FUELING,AND ay ' o R _ STAGING AREA r �'■CCC -4k ��vyE�wEr � � . . �, - � �� - • -�.�-.. -- ---••- - -- - ,._.�. .�.-...—.-�-�.�,_,-. --- --• - �._._,�......_ - lip1�w ' 44LLTT jw - - 4 TURBIDITY - - 8 CURTAIN \ . $ 1F� SEDIMENT MA 2 - . 70vR�. - -- i, . . �SEE NOTE 8 ; I--r- -_B s�' ... gj5.'��T-:5'f -6s�i---�`-1—I ss-r `lam, y ` f �e � C87 yR .• � \ ' GRAVEL 855 CONSTRUCTION 7 ENTRANCE • �_ _ � �'• - - - _ fix. . � .-. � � � � � � . � �• � r� v ' .• Z / --- .. ` - - ' a 875 SEDIMEONT o )� � � ,� � • + +* "--��----' __ --- I � � � r, � � 7 FENCE,TYP . IV •'� �� tlk00i - -' °°rte - _`sr . r EROSION CONTRQL o EWNG,SEE MOTE 7 , rl 880 STRAW T WATTLES,TYP g H j 11 , If i! I t � 7' \ c'T 1 t 855 GRAVEL A C NSTRUCTION = t1�00� 3 STREAM DIVERSION 1 �� _ ~ - INLET PROTECTION 925 ,® ENTRANCE I + 8 DAM.TYP STREAM DIVERSION EXISTING 8 PIPE,TYP \ / WETLANDS,TYP PRE-CONSTRUCTION ESC NOTES: DURING CONSTRUCTION ESC NOTES: + TREE REMOVAL,TYP f GRAVEL 855 w _ / CONSTRUCTION 7 1,ALL BASE ESC MEASURES(INLET PROTECTION,PERIMETER SEDIMENT CONTROL, 7,AFTER GRADING HAS BEEN COMPLETED,SEED AREAS SHOWN WITH PERMANENT ' ENTRANCE,TYP GRAVEL CONSTRUCTION ENTRANCES,ETC.)MUST BE IN PLACE,FUNCTIONAL,AND EROSION CONTROL SEEDING AND APPLY STRAW MULCH. SSCP LEGEND: APPROVED IN AN INfiIAL INSPECTION,PRIOR TO COMMENCEMENT OF CONSTRUCTION / FLOW DIRECTION[EXISTING] � ACTIVITIES. 8.DEWATERING THAT REQUIRES THE USE OF PUMPS{I.E.TRENCHES AND PON DED \� � AREAS]SHALL BE DISCHARGED OVER AN UNDISTURBED,PREFERABLY VEGETATED �� FLOW DIRECTION[PROPOSED] \ 2.SENSITIVE RESOURCES INCLUDING,BUT NOT LIMITED TO,TREES,WETLANDS,AND AREA,AND THROUGH A SEDIMENT CONTROL BMP(I.E.FILTER BAG). RIPARIAN PROTECTION AREAS SHALL BE CLEARLY DELINEATED WITH ORANGE X TREE REMOVAL ' CONSTRUCTION FENCING IN A MANNER THAT IS CLEARLY VISIBLE TO ANYONE IN THE 9. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE:COVERING AREA. NO ACTIVITIES ARE PERMITTED TO OCCUR BEYOND THE CONSTRUCTION EXPOSED SOIL WITH PLASTIC SHEETING,STRAW MULCHING,WOOD CHIPS,OR OTHER BARRIER. APPROVED MEASURES. CD TREE PROTECTION FENCE - j.r STREAM DIVERSION 3 w w y .-..,. DAM.TYP 8 W 3.CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF 10. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE STRAW WATTLE CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT.ADDITIONAL SURFACE ROUGHENED BY MEANS OF TRACK-WALKING OR THE USE OF OTHER l y MEASURES INCLUDING,BUT NOT LIMITED TO,STREET SWEEPING,AND VACUUMING, APPROVED IMPLEMENTS. SURFACE ROUGHENING IMPROVES SEED BEDDING AND SEDIMENT FENCE + 3 I MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE REDUCES RUN-OFF VELOCITY. 3 a,. ' �GTURBIDITY CURTAIN DURATION OF THE PROJECT. ^^ / +w 11, AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL ' r x 4.RUN-ON AND RUN-OFF CONTROLS SHALL BE IN PLACE AND FUNCTIONING PRIOR TO MEASURES INCLUDING THE APPLICATION OF A FINE SPRAY OF WATER,PLASTIC -------- GRADING LIMIT o 3^ BEGINNING SUBSTANTIAL CONSTRUCTION ACTIVITIES. RUN-ON AND RUN-OFF SHEETING,STRAW MULCHING,OR OTHER APPROVED MEASURES. r a CONTROL MEASURES INCLUDE;SLOPE DRAINS(WITH OUTLET PROTECTION),CHECK m=m SEDIMENT MAT 1 10 � W DAMS,SURFACE ROUGHENING,AND BANK STABILIZATION. 12. SATURATED MATERIALS THAT ARE HAULED OFFSITE MUST BE TRANSPORTED IN 1 + WATER-TIGHT TRUCKS TO ELIMINATE SPILLAGE OF SEDIMENT AND SEDIMENT-LADEN GRAVEL CONSTRUCTION z N 5. CONTRACTOR SHALL PREPARE A DIVERSION PLAN AND SUBMIT TO DISTRICT PRIOR WATER. ENTRANCE TO BEGINNING CONSTRUCTION, DIVERSION PIPING SHALL HAVE A MINIMUM DIAMETER ` 13. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT pF CONCRETE TRUCKS INA �I� OF 24". ❑IVERSION DAM AND PIPE rOS7� LOCATION THAT DOES NOT PROVIDE RUN-OFF THAT CAN ENTER THE STORM WATER Syy OR n m 6. THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME"DRY WEATHER" SYSTEM. IF THE CONCRETE WASH-OUT AREA CAN NOT BE CONSTRUCTED GREATER EROSION CONTROL SEEDING SCALE 6 w CONSTRUCTION. "WET WEATHER`CONSTRUCTION MEASURES NEED TO BE APPLIED THAN 60'FROM ANY DISCHARGE POINT,SECONDARY MEASURES SUCH AS BERMS OR "...•... _ ! 40 o 20 40 80 BETWEEN OCTOBER 1ST AND MAY 31ST. TEMPORARY SETTING PITS MAY BE REQUIRED. THE WASH-OUT SHALL BE LOCATED 'I INLET PROTECTION M WITHIN 6'OF TRUCK ACCESS AND BE CLEANED WHEN IT REACHED 50%OF THE a& CAPACITY. DEWATERING PUMP AND PIPE 1 INCH-40 FEET SN c� ❑ 14. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTO NFILTER BAG LL ') THE STORM WATER SYSTEM. c wow W X QATB O?•11.2M5 v REVISIONS; ASHoTEO DERRY DELL SANITARY SEINER CULVERT, tJOB NUMBER 05-30-2014 REORGANIZEDESCNOTES EROSION AND SEDIMENT ESA VIGIL-AGRIMIS � G 819 SEMorrisonSt.Suile310 PREPAFM FOR- CLEAN WATER SERVICES ROAD, AND STREAM IMPROVEMENTS �.�C'`� 6496 m_ Portland,OR 97214 W_n 2550 SW HILLSBORO HIC�hVAY LL CONTROL PLAN 1 «3)27¢2010 IALLSOORO,OR V123 Go SHEET F:(503)2742024 PHONE:5*01-M WASHINGTON COUNTY OREGON 5 '$ FNS:5U1661,'fBIXi TAX LOTS WASHINGTON GOl1NTY TAX MW �` PRE-CONSTRUCTION ESC NOTES: 1.ALL BASE ESC MEASURES(INLET PROTECTION,PERIMETER SEDIMENT CONTROL,GRAVEL CONSTRUCTION ENTRANCES,ETC.) MUST BE IN PLACE,FUNCTIONAL,AND APPROVED IN AN INITIAL INSPECTION,PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. eQ 2,SENSITIVE RESOURCES INCLUDING,BUT NOT LIMITED TO,TREES,WETLANDS,AND RIPARIAN PROTECTION AREAS SHALL BE CLEARLY DELINEATED WITH ORANGE CONSTRUCTION FENCING IN A MANNER THAT IS CLEARLY VISIBLE TO ANYONE IN THE AREA ''� ii * ' -- NO ACTIVITIES ARE PERMITTED TO OCCUR BEYOND THE CONSTRUCTION BARRIER. 3.CONSTRUCTION ENTRANCES SHALL SE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING,BUT NOT LIMITED TO,STREET SWEEPING,AND VACUUMING,MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. tzao ` 4.RUN-ON AND RUN-OF F CONTROLS SHALL BE IN PLACE AND FUNCTIONING PRIOR TO BEGINNING SUBSTANTIAL CONSTRUCTION ACTIVITIES. RUN-0N AND RUN-OFF CONTROL MEASURES INCLUDE:SLOPE DRAINS(WITH OUTLET PROTECTION),CHECK DAMS, SURFACE ROUGHENING,AND BANK STABILIZATION. 4F.- 71mp 5. CONTRACTOR SHALL PREPARE A DIVERSICN PLAN AND SUBMIT TO DISTRICT PRIOR TO BEGINNING CONSTRUCTION. DIVERSION PIPING SHALL HAVE A MINIMUM DIAMETER OF 241'. 6. THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME'DRY WEATHER"CONSTRUCTION. "WET WEATHER"CONSTRUCTION —� $ MEASURES NEED TO BE APPLIED BETWEEN OCTOBER 1ST AND MAY 31ST. LL, 1 CC) DURING CONSTRUCTION ESC NOTES: 7.AFTER GRADING HAS BEEN COMPLETED,SEED AREAS SHOWN WITH PERMANENT EROSION CONTROL SEEDING AND APPLY STRAW ' 14- WALL(c.m.y / MULCH. +sao s 8.DEWATERING THAT REQUIRES THE USE OF PUMPS(I.E.TRENCHES AND PONDER AREAS)SHALL BE DISCHARGED OVER AN 'y ' • UNDISTURBED,PREFERABLY VEGETATED AREA,AND THROUGH A SEDIMENT CONTROL BMP(LE.FILTER BAG). O-+ r in 9. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE:COVERING EXPOSED SOIL WITH PLASTIC SHEETING,STRAW ' 3r SEDIMENT 875 wMULCHING,WOOD CHIPS,OR OTHER APPROVED MEASURES. ' - -__ - FENCE 7 � _ r ,L 10. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE SURFACE ROUGHENED BY MEANS OF TRACK-WALKING OR THE USE OF OTHER APPROVED IMPLEMENTS. SURFACE ROUGHENING IMPROVES SEED BEDDING AND aAOO� REDUCES RUN-OFF VELOCITY. ' -� ' ati00635 a d 00 11. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING THE APPLICATION OFA ' S� —�. Lao CURB. FINE SPRAY OF WATER,PLASTIC SHEETING,STRAW MULCHING,OR OTHER APPROVED MEASURES. O gO��y & ' l s 001 — — — — N 12. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN WATER-TIGHT TRUCKS TO ELIMINATE SPILLAGE $11,�- OF SEDIMENT AND SEDIMENT-LADEN WATER. aA ooi� kIA 006 � 13. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION THAT DOES NOT PROVIDE RUN-0FF THAT CAN ENTER THE STORM WATER SYSTEM. IF THE CONCRETE WASH-OUT AREA CAN NOT BE CONSTRUCTED GREATER I �� THAN 50'FROM ANY DISCHARGE POINT,SECONDARY MEASURES SUCH AS BERMS OR TEMPORARY SETTING PITS MAY BE REQUIRED. s'- _ v r 825 INLET PROTECTION o THE WASH-OUT SHALL BE LOCATED WITHIN 6'OF TRUCK ACCESS AND BE CLEANED WHEN IT REACHED 50%OF THE CAPACITY. ' �- a}� 7 TYP T WEATHER WHEN PAVING CHEMICALS CAN RUN OFF INTO THE STORM WATER SYSTEM. 14. AVOID PAVING IN WELI] �lou0 ESOP LEGENQ: w vuo e _ FLOW DIRECTION(EXISTING) � FLOW DIRECTION(PROPOSED) L1J' X TREE REMOVAL _ N `TREE PROTECTION FENCE (] H `STRAW WATTLE r -- SEDIMENT FENCEIs ' p TURBIDITY CURTAIN a ------- GRADING LIMIT ' ` a z w SEDIMENT MAT ' ' GRAVEL CONSTRUCTION 0 ENTRANCE ' mw a� J 3 )— \ DIVERSION DAM AND PIPE ' O SCALE rh w ` EROSION CONTROL SEEDING ' 40 ❑ 20 40 80 o& INLET PROTECTION ' 1 INCH 40 FEET aW ow DEWATERING PUMP AND PIPE ' C6 N G LL FILTER BAG W . pop X DATE:O2•11,2M5 �c REVISIONS; „�,,, ,�� Kola x10. ASNDTEO Gtv� JOB NUMBER EROSION AND SEDIMENT ESA VIGIL-AG R I M IS �� DERRY DELL SANITARY SEWER, CULVERT, $n 05-30-2014 REORGANIZEDESCNOTES RGAD AND STREAM IMPROVEMENTS r.�C'`� 6496 a m 819 SE Harrison SI,SuiIB 310 PREPAR®�RS CLEAN WATER SERVICES I J w- Portland,OR 97214 w n 2550 SW HILLSBORO HICfhVAY LL CONTROL PLAN 2 P:(503)274-2010 HLLSOORO,0e V123 Go SHEET F:(503)274-2024 PHONE:5D 01-M WASHINGTON COUNTY OREGON 5 6 FNS:501661,38IXi TAX LOTS WASHINGTON GOUNTY TAX RW �` 4' ...... . �--TDCU- WOOD STAKE LDNCFTUDINA-L ANCHOR TRENCH TERMINAL SLOPE AND CHANNEL ANCHOR TRENCH PROFILE IUS 2$'MIN, 5 p La CLEAN PIT RUN OR 3 ROCK -v CATCH BASIN 4 �07 .. " - 0ME,�r"— NFO SUBQQ RE RCEWENT INTERVA GEOTEXTILE.AS REQUIRED RIGE,COCONUT OR EXCELSIOR MIN' WATTLES e, EM -D'PAN.FOR SINGLE FAmiLOy AND mPLEx RESIDENTIAL FRONT LOBI _ STAGGER GRAVEL CONSTRUCTION JOINTS GAOMMET)L412I)FOR ENTRANCE CURB RAMP ATTACHMENTTOGRATE PAVEMENT CHECK SLUT Ar 25'INTERVALS SEAKINGSPACINGRO-a ISOMETRIC VIEW Li PLOW FLOW FLOW evI NOTES- g• 1. THE ENTRANCE SHAUL BE MAINTAINED IN A COHDfflDH THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC FIGHT-OF-INKYS.THIS MAY REQUIRE TOP DRESSING, REPAIR AND/Oft CLEAN OUT OF My MIEISU�USED TO TRAIP SMIMENT, 1101ri'll'ABUIADIACINIWATTIES, 2- M*N NECESSARY.WHEELS SHALL 13E CLEANED PRIOR To ENTRANCE ONTO PUBLIC RIGHT-CF-WAY- a WHEN!WASHING IS REOUIRED,ff SHALL BE DONE ON AN AREA STABILIZED WITH CRUS ED STONE o TOP THAT DRAINS INTO AN APPROVED 5EDIMEN-rTRkP OR SEDIMENT BAS 4, WHERE RUNOFF OOVTAIIANG smmENT LADEN WATER IS LEAMNG THEIN SITE M THE CONSTRUCTION 6 ENTRANCE.01HER MEASURES.SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVET? FLWRING SYS7D, INITIALL ANCHOR T NCH INTERMITTENT CHECK SLOT S. LmEmm= PLAN VIEWSTALLA-RON NOTES,' SINGLE FAMILY lNSTA-LS0UlDFABIRCSl)EDOWNMESHSIDEUP. N'LONG BY 24Y WIDE 6'DEEP OF-4•MINUS MEAN ROCK. 2. ATTACH M CATCH SASH GRATE AT A MINIMUM OF Ai ND= COMMERCU NOTES- FOR FURTHER INFORMATION I LOCATIONS TIGHT TO CURB WITH 14'ZIPTIES. 50 LONG BY 20'YkIDE 3-6'CLEAN ROCK 91AIGING spmGFmn*&L I- CHECK SLOTS TO BE CONSTFUCITSD ';.- JRTHERINFORMATION OMDESIGNICRITEIRIASEE FOR FURTHER.INFORMATION cRS SPECbrKA TIONS. GOVERNING AUTHORITY MAY REQUIRE GEDIE'a .1,(2!'WOODEN n'MM Pf,9 MVVUFACTUA't LE FABRIC 70 UN CHAPTER 4 OF CLEAN WATER MAINTENANCE NO7ES'. ON DESIGN CRITERIA SEE PRE TNT SUB-SI)IL PUMPING. CHAPTER 4 OF CLEAN WATER b ADDMCNAL$IN=MAY 99 P47ALLM ON SERVICES EROSION PREVENTION I ANY VISIBLE SIGN OF SEDIMENT ACCUMULATION TO 13E CLEANEDUP CKWTER 4 OF CLEAN WATER AtarWFACTURER$SPECIFICATIONS.2 STAKING OR STAPLING LAYUUT PER DOWNHILL SIDE OF WXTTIES�ON ISMEP SLOPE OR AND SEDIMENT CONTROL AT THE END OF EACH WORKDAY. SERVICES EROSION PREVENTION SERVKZS EROSION PREVENTION AMDSEDIMENTCONTROL HOLY SNF SOILS. PLANNING AND DESIGN MANUAL 2, REPLACE U-SHAPED FILTER RW AS NECESSARY TO PREVENT AND SEDIMENT CONTROL @ MUD RJ-CN PLANNING AND DESIGN MANUAL- 2, SPACING IN ACOOFISAJOCE WITH DEAL SM WOOD CHIPS FROM ENTEM40 THE STORM SYSTEM- PLANNING AND DESIGN MANUAL. MATTING CHANNEL INSTALLATION CONSTRUCTION ENTRANCE 7 F— WATTLES INLET PROTECTION Ck,nXk�Sm� Ck-anVvbkr Senices (3mnWj,,,-?'5kvA= TYPE 6 cacanwater?'smims DRAWING NO. 800 REMSSD 12-06 4— Doing Drawing B55 REVISED 12-06 (DRAWING NO.8BO REVISED 12-DB 0-—inwa i.d— DRAWING NO.928 REUSED 12-L06 our wrAoim.ats..le.r- A94 5�KE 75 SHOULD MR FURTHER INFORMATION M PERT1�4tLY UNDEWNCRITERIASEE 60W'5LVl'E CHAPTER4OFCUBANWATER ANGLE FILTER FABRIC SERVICES EROSION PREVENTION FENCE TO ASSURE SOL 1$TRAPPED AND SF DIMENT CONTROL PLANNING AND DESIGN MANUAL, 1'RESAR FOR SAG RE'*V'AL-"'ll, lk CATCH BASIN GRATE ti INTERLOCKED 2'y. 2" POST'S PLAN AND ATTACH PLAN VIEW CATCH SAM NIS Ok PANIMUMlrOVERLAP or SEAMS.. ExPANsiom RESTRAINT USE ED LOOPS . ..... 2*x 2' POSTS NOTES: tm we 97>7 :X 4- 1- BURY 90TIOU OF FLIER FABRIC 6' 0 VERWALY BELOW FINISHED GRADE 2".2"FIR,PINE OR STEEL. • ...... .. r FENCE POSTS� STORM U-1 POSTS TO BE INSTALLED ON UPHILL SIDE or sLopr- r e, 4 COMPACT WIN SIDES OF FLIER FABRIC + TRENCH. 9: 1 A P 51 PANELS MUST BE.PLACED 4 STAPLES ACCORDING TO SPACING ON PROFILE DEIAL NO-W Z'X2')(Y4-RUBBER BLOCKS ....... ............. ISOMETRIC VIEW • 4 NIS 0 BAPAER REGUNED®HUE OF SLOPE. POLYPROPLENIEL TYPICAL SLOPE FILTER SACK(WOVEN) SOIL STABILIZATION 1. FILTER FABRIC MATERIAL BER16 .36' WIDE ROLLS PLASTIC SHEETING M I I . .1 NOTES: 12 WOVEN POLYPROPLENE SACK 1- SLOPE SURFACE SHALL BE FREE OF ROCKS, NOTES: CLOD5. STICKS AND GRASS. MATS/BLANKET'S LL HAVE GOOD SOL CONTACT- NOT TO SCALE 1. MINIMUM 12-OVERLAP OF ALL SEAMS REQUIRED. in SHA 0 WIC 2. APPLY PERMANENT SEEDING BEFORE PLACING 2. BARRIER REQUIRED 0 TOE OF STOCK FILE. NOTE, 3. COVERING MAINTAINED TIGHTLY IN PLACE EILANKETS. FOR FURTHER INFORMATION 3. LAY BLAP414ETS LOOSELY AND STAKE OR STAPLE WMAXIMUM SPACING FOR FURTHER INFORMATION BY USING SANDBAGS OR TIRES ON ROPES WITH A TO MAINTAIN DIRECT CONTACT WITH THE SOIL. ONDESIGNCRITERIASEE L RECESSED CURB INLET CATCH BASINS DO NOT STRETCH. ON DESMONfes'V MAXIMUM 10' GRID SPACING IN ALL DIRECTIONS. I CHAPTER'OFCUEANWATER N MUST BE BLOCKED WHEN USING FILTER CHAPTER 4 CFCI-EANWATER 4 STAKNG OR STAPLING LAYOUT PER FRONT VIEW SERVICES EROSION PREVENTIO MANUFACTURERS SPECIFICATIONS- FABRIC INLET SACKS. SIZE OF FILTER SERVICES EROSION PREVENTION ❑ HFSUAL FABRIC INLET SACKS TO 13E DETERMINED ANDISEDIMENTCONTRCIL PLANNNGAAD OESIGNMAN PLANNNO AND DESIGN MANUAL BY MAMUFACTUIRER. INLET PROTECTION LL MATTING SLOPE INSTALLATION Services TYPE 5 Clea'w'��' s SEDIMENT FENCE CkanWhble-ll?� PLASTIC SHEETING a 1-1— Oor cmmndt 11 c1mr. Our"MmImml h C140r, DRAWING NO. 805 REWSED 12--ce 1DRAWING NO,875 311.1 12-06 11 DRAWING NO. 920 REVISED 12-05 12-,06 I DRAWING NO.810 -TE OZ•11.2M5 REVISIONS: am at. mme AS NOTED DERRY DELL SANITARY SEWER, CULVERT, JOB"BER ESAVIGIL-AGRIMIS S§l EROSION AND SEDIMENT ROAD AND STREAM IMPROVEMENTS 6496 819 SE Morrison St.Stillo 310 FTEPAFM F;0fi- CLEAN WATER SERVICES e-O Portland,OR 97214 2SM SW HILLSODRO HIGNMIAY N-1. NTROL DETAILS 1 P:[503]2742010 SHEET 274-2024 HILLSOORO.Oft V123 F:[503}274-2024 PHONE:S*QILM WASHINGTON COUNTY OREGON 5G 7 FAX,50WI-MM TAXLOTS WASHINGTONCUUNa TAX AW HIGH STRENGTH BAG PLACED ON DOUBLE STITCHED AGGREGATE OR �^TYPE SEAMS STRAW D 5t NOPENING SPOUT SAND BAGS GH STRENGTH RAPPING FOR ORIPLINE OF TREE OR TREE AS SHOWN ON PLAN BYPASS PIPE �:: LDING HOSE IN _ oACE POST MPERVIOUS p `I� � .I'I'I'I SYNTHETIC Qk ARPRCIVED EQUAL ZIP TIES SANDBAGS .......................................... .. TER FLOW (HDPE) CREEK BED _ ORANGE POLYETHYLENE HDPE .. FROM PUMP MESH FENCING FABRIC .... 3t 48"WIDE ROLLS 48" PUMP DISCHARGE HOSE,SEE NOTE 5 FIN}SH GRADELENGTH --------------------------------- NOTE: 1. CONTRACTOR SHALL ROUTE CREEK FLOWS AROUND THE IN-WATER WORK ZONE. TOP VIEW CONTRACTOR MAY USE SAND BAG DAM AS SHOWN. NG 2. FLOWS MAY BE ROUTED THROUGH A BYPASS PIPE(AS SHOWN). ACCOMODATES O.C.TYP, 3. THE HEIGHT OF THE DOWNSTREAM CHECK DAM SHALL BE HIGH ENOUGH TO PREVENT UP TO A 4" THE CHANNEL FROM OVERTOPPING. CHECK DAM HEIGHTS AND MATERIALS SHALL BE DISCHARGE NOTES: INCLUDED IN THE CONTRACTOR'S WORK CONTAINMENTAND DEWATERING PLAN. = — = = — — —I — — I— — — HOSE 1, 2'x 2"x B'STEEL FENCE POSTS.INSTALL AROUND TREE DRIP LINE WHERE APPLICABLE 4. DO NOT ALLOW WATER TO BUILD UP BEHIND DAM SUCH THAT ADJACENT PRIVATE -III—III—III—III-I —III—III—III—III—III—III-I (- PROPERTY IS AFFECTED. -III—III—III—III—I III—III—III—III—III—III—III—I 2. FASTEN FABRIC TO FENCE PER MANUFACTURERS RECOMMENDATION. BAG PLACED ON AGGREGATE OR SIDE VIEW 3. INSURE ALL POST ARE SET FIRM AND STABLE INTO GROUND MIN.2'-0'DEPTH STRAW TREE PROTECTION FENCING DIVERSION DAM I 3 NOTES NTS NTS 1. THE GEOTEXTILE BAG SHALL BE ATTACHED TO THE EFFLUENT PIPE FROM THE DEWATERING PUMP. THE PLACEMENT OF THE GEOTEXTILE BAG SHALL BE INCLUDED IN THE CONTRACTOR'S STREAM FLOW DEWATERING PLAN. STAKE 10 ANCHOR, 2_ AVOID PLACEMENT OF THE GEOTEXTILE BAG ABOVE STEEP SLOPES OR WHERE SATURATED SOIL ANCHOR PT. EVERY 100'(TYPICAL) CONDITIONS MAY CAUSE SOIL INSTABILITY. 3. INSTALL THE GEOTEXTILE BAG GN A MILD SLOPE SO INCOMING WATER FLOWS DOWNHILL FILL AREA THROUGH THE BAG.DISPOSE OF CAPTURED SEDIMENT IN FILL MOUNDS. STAKE UPSTREAM CORNERS OF 4, THE GEOTEXTILE BAG IS FULL WHEN IT NO LONGER CAN EFFICIENTLY FILTER SEDIMENT OR PASS EACH SEDIMAT(TYR.) WATER AT A REASONABLE RATE. DISPOSE OF THE GEOTEXTILE BAG AS DIRECTED BY THE 'THIS DISTANCE IS VARIABLE DISTRICT. 5. THE GEOTEXTILE BAG AND OUTLET SHALL NOT BE LOCATED IN THE EXCLUSION ZONE,HOWEVER SHORELINE THE CONTRACTOR MAY ENTER THE EXCLUSION ZONE ON FOOT IN ORDER TO ROUTE THE SECTION NOTE: INSTALL MEDIUM DUTY DEWATERING DISCHARGE HOSE THROUGH THE EXCLUDED AREA. THE FINAL DISCHARGE STAKE UPSTREAM CORNERS LIMITS OFA TURBIDTY CURTAIN PER LOCATION MUST BE SUBMITTED FOR REVIEW BY THE DISTRICT AS PART OF THE WORK 6"MIN.OVERLAP OF EACH SEDIMAT CONSTR. Type l SPECIFICATIONS AND MANUFACTURER CONTAINMENT AND DEWATERING PLAN. f INSTRUCTIONS. SHORELINE FILTER BAG r TURBIDITY :7 ANCHOR PT. CURTAIN NTS ALUMINUM EXTRUDED CONNECTORS 1!4 IN.TIE ROPE WITH ANCHOR EYEBOLT FLOATATION 8 w w a o 7 p o 10' PLAN FLOW FOLD FOR COMPACT STORAGE w z do INSTALLATION NOTES- Fw 1.COVERAGE SHOULD BE ROUGHLY EQUIVALENT TO 4'OF z i DOWNSTREAM COVERAGE FOR EACH CUBIC FOOTISECOND OF in P� WATER FLOW. ALL SEAMS 0- HEAT SEALED .I� 2.UPSTREAM MATS SHOULD OVERLAP DOWNSTREAM MATS BY A REINFORCED 1!4"CHAIN MINIMUM OF 8"AND BE INSTALLED FLAT ON STREAM BOTTOM. VINYL v STAKE UPSTREAM CORNERS AS SHOWN. ef {BLOW-UP OF o 3.SEDIMAT SHALL BE REMOVED IMMEDIATELY AFTER WORK IS SHACKLE CONNECTION} o a� COMPLETE,PLACED ON ADJACENT BANKS,AND SEEDED. EDIMENT MAT (�YN URBIDITY CURTAIN �LLw NTS TS W� �x DAM 02•11.2B1s Q REVISIONS; AgIgT� Gtv� JOB"BER EROSION AND SEDIMENT ESA VIGIL-AG R I M IS �� DERRY DELL SANITARY SEWER, CULVERT, ROAD, AND STREAM IMPROVEMENTS .�C' 6496 C g B18 SE Marrfson SI,SuiIB 310 F2MPAFM�R- CLEAN WATER SERVICES CJ Portland,OR 97214 w n 2550 SW HILLSBORO HIGIhVAY CONTROL DETAILS 2 P:(503)274-2010HLLSB0R0,0R97123 Go SHEET F:(503)274-2024 PHONE:5*01-M WASHINGTON COUNTY OREGON 5 8 FAX M3.6Bl- M TAXLOTS WASHINGTON CUUNTY TAX RW �` o GRADE CONTROL 1 STRUCTURE,TYPE 2 r l� it I! WING WALL TYPE A ('1,�+ ��1_ \\\ NOTES' /j O�5 ' G 12"STORM OUTFA�L PENETRATION r � / /Ir I Y 7. CONTRACTbR SHALL CONTACT ALL UTILITY OWNERS A Q� 1 THROUGH CDNC ETE WING WALL r' rf!IJ / MINIMUM OF 2 WEEKS PRIOR TO CONSTRUCTION TO COORDINATE UTILITY RELOCATIONS, 2. NEW 24"STORM OUTFALL SHALL EXTEND 4 FEET PAST END X50 LF 8"PVC C900, r r I / J / GRADE CONTROL / rti�1 ri I ' S�E PROFILE 1 SHT 11 � � r � t! I 1 § OF WING WALL AS SHOWN. _ \ STRUCTURE,TYPE 2 / ❑ r r r I /I/t/r �� r/ 3. REFER TO SHEET 3 FOR TREE REMOVAL AND TREE 59 LF 12"CSP !� t� r fid/ r' 1 ' PROTECTION PLAN. / _ 1 t SEE(PROFILE 2 ON SHT 17 / IMPERVIOUS ZONE [ 1 // q, REPLACE THE SURVEY MONUMENT LOCATED NEAR THE 48"MANHOLE(#10) % /r I / r N [ 18 /r' PROPOSED CULVERT REPLACEMENT. r 7 r 1 STA 30+74.85 / II la ++ 1 a 1 N:65102Q.49 / /f r fl , 824026 // S. REPLACE THE DRAINAGE CURB ALONG THE NORTH SIDE OF p r I 9:7615667.52 r// t rJ + 48"MANHOLE SW WALNUT ST UPON COMPLETION OF CULVERT AND STA�0+23.5 r• ROADWAY WORK. 4 SE 9TE 5 /r /t '� 1 ' N:B51071,31 rrr 6. REPLACE EXISTING PAVEMENT STRIPING. [- - - ! I 1 E:7615781.98 r - M OUTFALL 7. ALL PIPE AND FITTINGS SHALL BE RESTRAINED JOINT, y I 24"STORrr SS LATERAL r� �� ' GRADE TO DRAIN TO/r Mr-GALUG,DR APPROVED EQUAL 824028 _ / IJ ff 1 r rr �.�Ef DERRY DELL CREIEK 8. CONCENTRATE LARGE BOULDERS AT STORMWATER z 48"DROP MANHOLE(#11) 1 I �� I SEE NOTE 8 r OUTFALL TO CREATE A SPLASH APRON AT OUTFALL. +� r STA 21+74.29 / .� t/] pt / I EXTEND APRON 15 FEET TOWARDS GREEK CHANNEL, (I,] CONCRETE FIBER DUCT BANK GROSSING 2'WIDE, ry;651019,11-' - er. 1 WING WALL TYPE B j 49'DOWNSTREAM FROM BOJ(CULVERT END. 2 � E'7615646.55� � � - r' � I V CROSSINGS,1 ON TDP OF CULVERT,1 IN CULVERT - - r 39 LF 24' CSP 1$ f - SEE PROULE 3 ON SHT 11 rWn e. 1 -- - - - ► - r yJ u 4 - - ~STRADDLE BLOCK �— 1 Lr r" � � GRADING LIMIT j c: w -RESTR GATE VALVE ..` ■t\,( i err-rrs _ i ► c,`-� - �`- 7 y`' '►� u NOTE:WATERLINE RUNS rt r / r _ `cam - s7 ■ r ii�l � STRAIGHT VALVE TO _� �__- ]S �■ -- • � VALVE /rill�- -` _ ==_ 8 _� rr 21079 CONCRETE BOX CULVERT [ ��- -�� - _ I �� z �� ■�■ rr rrr rr rrr ,`I r1J i 1 11 1 8'H X 9'W X 108'L ------- == - -- ♦ rr rr ' rrr�'/ / J ! i�� ' SEE PROFILE ON SHT 10 63 q 2 \\ I ` \\rrr i r rir r ,\.r/ -. 17 � (r ' \,Y\'♦� rr _ - -t l r I r' •r r�^/ 0_1 1 I N� WING WALL TYPE B �` 1 t , ��a+\ 1 11 f r �-=��; 'I� r�'rrJ if/ r/ r it fW 2 �\X r / -171 / CONSTRUCTED STREAMBED,SEE \ II GG-48 GATCH BASIN 300 r IN SHEET 13 AND DET 2 ON 26 �� 1 \ y \j\�\ t� f STA 40+60.81 15 p +w _ ,may; / •.�� 1 Wlhq WALL TYP� A r- \ f[k -� STRADDLE BLOCK Ir - +I f I W 0 U) {2)45°BEND MJ,RESTR ❑y a +�+ \\ rr i / // / T OFFSET F'_ / I /,: Q � Li W LU LU u, \+\ /Ir/ /I i RESTR GATE VALVE + rr r` \+' F+ 1' - If OFFSET 15"FROM 45' END \�` I;;`\ 1� �/ - ` ~ W Lo } W H 7 Z GC J a m r X ESA VIGIL-AGRIMIS a � _ W U r � � c $ SCALE 879 SE Morn son 9t Suile 310 2 u V Portland,OR 97214 20 0 10 20 40 P:(503]274-2010 _o si x 6 DERRY DELL CREEK CULVERT - PLAN F:(503)27"2°2d 1 INCH-20 FEET w 180 LU 180 v z o rz ¢ G LU 0 N � 175 - �1 �.a.- 175 m z z J z c� Zw z fL Z Uj J Z N Co Lf: n mm r~-n �w ad w x x } x x x0� x w LU w m w w wFm w �W 1 7Q MAINTAIN 6"CLEARANCE 176 BETWEEN CULVERT AND FINISH GROLDE WATERLINE ASPHALT 1'TALL HEADWALL,TYP 165 EXISTING GRADE PAVEMENT 165 p E 162.28' m STREAM REALIGNMENT , '� IE 158.53' 1 160 — — — !� 160 IE=1 .63' 5' f1 155 _-- ---_--- - _ - M1 155 m 150 s I 1504XIu STING CULVERTS T� v L CONSTRUCTED `I1 2 1455 STREAMBE CONCRETE 13OX CULVERT 145n i 0'7$ 106LXTHX9W i-- !o§# 5 ,0176 FTl N N m 140 140 ,. 10+00 11+00 12+00 13+00 14+00 [G a] DERRY DELL CREEK CULVERT- PROFILE HORIZONTAL SCALE:1"=20'VERTICAL SCALE:1"=5'{WHEN PRINTED 22"x34'} LV ILL � � z r 180 180 0 U a ❑ W 75'RIGHT OF WAY r w FINISH GRADE ~ Q N Ya-0 CRU SH ED ROCK- ❑ 8 5' LEVELING COURSE ROCK W EXISTING GRADE 92°I DENSITY d EXISTING 28'EXISTING ROADWAY PER PASHTO COMPACT TO 92% J ❑ 170 a SIDEWALK 170 = �y V TOPSOIL 6 NATPJR SEF-D U LL l r .8 I I 1 Y2'-0 BASE COURSE ROCK ---------- 4'-0 FOUNDATION STABILIZATION J W N ,- I I CRUSHED ROCK ►L 160 --� J-�------ PACT AND 160 ...I ❑ Q 2 N 3.0'TERRACE,TYP I PRIOR TO PLALU LU CING BASE W N (� I COURSE ROCK. D Uj v�.9 TRIAXIAL GEOGRID, OVEREXCAVATE AS DIRECTED W t= -1 Z a 9.2 TENSAR TRIAX,OR BY ENGINEER[2'MIN] Q Z = Q 31' 150 APPROVED EQUAL 150 Q U cn SIR &" S�dV WALNUT STREET - TYPICAL CROSS SECTION HORIZONTAL SCALE:1"=5'[WHEN PRINTED 22"X34"} � i oc W ESA VIGIL-AGRIN�IS x W VERTICAL SCALE:1"=5'(WI-SIJ PRINTED 22"X34") �� R 819 SE Morrlso St.Suite 310 oW0 M W E2Ponlend,OR 97214 Q = d . P:(503]274-2010 o w x a F:(503)274-201 a �LC NO 184 180 180 180 CO CRETE O� WINGWALL P�CJ 175 w 175 175 w w 175 �z F x CONSTRUCTED U STREAMBED ¢w i G S E N v 170 F a Nuj 170 170 170 CONCRETE N m❑ N m❑ WINGWALL x O r xw EX TING GRA)E EX TING x p 7 DERRY ELL w m _ GRADE w F m co CREEK FINISH GRADE ��_ --" 165 azaazs ----' 165 165 � 165 0 STANDARD MANHOLE#9 W STA 20+23.53 f� Q sg / w RIM=157,52' !! 1:y1ffT a,SS ��- ! IST 12"SID 160 IE IN=149.63 160 160160 IE IN 149.63' S=0.0052 IE GU ■149.61' L�1 �$ ---- — — 5 _fl09 d IMPERN IOUS x 155E PROV DE BLOCK OUT TO 155 155 I DAYLI. HT 12"50 155 SEE ET 1 ACCOMMODATE W SS THROUGH S T 16 RETAINING WALL U 'e IE=155.56' '~ 150 " �� 824028 DROP MANHOLE(#11) 150 150 STANDARD MANHOLE[#10) 150 d S=0.0103 ST 16" STA 21+74.29 STA 3 74.85 s-0,0057 RIM=hi5.40' RIM=1 5.11' CLASS A B CKFILL CLASS 8 BACKFILL IE IN=160.73' IE IN=1 1.40 145 =151.1a' 145 145 EOUT=16130 145So�W i 20+00 21+00 22+00 22+60 30+00 31+00 NN�g u V PROFILE 1 - WALNUT STREET SANITARY REALIGNMENT PROFILE 2 - WALNUT STREET STORM REALIGNMENT o HORIZONTAL SCALE:1"=20' HORIZONTAL SCALE:1"=20' 4u VERTICAL SCALE:1"=5'(WHEN PF;NNTED 22"X34") VERTICAL SCALE:1"=5'(WHEN PRINTED 22"X34") 6 c 180 180 W >- W Y H J_ 175 175Lu LLI J az 0 170 Lu 170 170 a FINISH GRADE �+m x0� � wpm z } 165 EXISTING GRADE 165 N N 0 160 ' 150 J � a4Z yg �W W W E� W W a 155 4s= 0700 s 2o.ozs2 155 > ~ ~ W & CLASS B CKFILL w � N �w y DAYLIG T 24"SD 41 �/ Q W ❑ I E=157 24' W Z is a .2 150 150 G Q -3 Q L) STA 40+60.81 ■ N SIR RIM=164.24- jr IE IN=157.74' 145 T17 145 &w 40+00 40+80 o ESA VIGIL-AGRIMIS x r = 0, .. s R PROFILE 3 - WALNUT STREET STORM REALIGNMENT 8195EMorrsmSt Sui[e3f0 � v I N Portland,OR 97214 4a z n HORIZONTAL SCALE:1"=20' P:[50.3]274-2010 F:[5Q3)274-2!]24 o w v a N o VERTICAL SCALE:1"=5'(WHEN PRINTED 22"X34") w L? o go r M X 1 � � r• �,� �'` G�4'4 200 goof HA 00 aA❑❑I x OAA 00� �A r JS8C *30D i STRADDLE BLOCK 561 GD x ; J 11 r. sl ou 1 OD 18 P x &18❑ 12, x I I I $ 503 $"GV,RESTR Iq I ! m ® I ^_ __� I _ x + I _ ted 6°X 8-REDUCER,RESTR _ 1 NOTES: 1. REMOVE EXISTING W WATER AND REPLACE WITH 8" L-----REMOVE EXISTING VALVE �1 e9 DI WATER PIPE AS SHOWN. 6"X 8"REDUCER,RESTR I 1 1 E Q T ' 2. INSTALL WATER PIPE WITH A MINIMUM OF Y OF 8 1 I j 4 1 COVER BETWEEN THE TOP OF PIPE AND FINISH 1 GRADE OF GROUND SURFACE. x r j _ j NE 1 DERRY DELL 1 ss 1 3, ALL BACTERIOLOGICAL TESTS TO BE COMPLETED AS g �F — — i—�� Cf EEK ALIGNMENT 1 2� e" REQUIRED BY OREGON STATE HEALTH DEPARTMENT 13 100 — I 612D� AND E.P.A. nI-45°BEND,RESTR go a" 4. ALL PIPE AND FITTINGS SHALL BE RESTRAINED JOINT, 561 STRADDLE BLOCK 45D 6 �� &150 MEGALUG OR APPROVED EQUAL. 18 + ■ 1 1-45°BEND,RESTR si 187 LF,21 PVC SAN a w ��_ 5. WATER MAIN CROSSING UNDER SANITARY SEWER 1 �-dl SHALL CONFORM TO OAR 333-061-0050, �rft x # 1 240 LF S"DI WATER AN aye STERILIZATION: grw "�� STERILIZATION: 23 1 ■ I 1 e x —, I c w I PIPE INTENDED TO CARRY POTABLE WATER SHALL BE 8-w e"w car a„H e.'rr 'w 8•yr rw e'w �� y DISINFECTED BEFORE PLACING IN SERVICE. (� I I 8”GV,RESTR 503 DISINFECTION PROCEDURES SHALL CONFORM TO AWWA > ^^~r i t 1 1 V FROM 16 C651 AS HEREAFTER MODIFIED OR EXPANDED AND THE "� 1-45°BEND,RESTR x REDUCER i* n I f I I S REQUIREMENTS OF ANY GOVERNING AGENCY HAVING U d B, REMOVE EXISTING VALVE f I j 1-45°BEND,RESTR 1 JURISDICTION. f 1`._ I I _ I�1 L,. r r 1"CARV 591 FLUSHING: aG+ $o 570 2"STANDARD BLOWOFF i eyl 1S (TEMP)-REMOVED -x— I i ` psF 18 BEFORE DISINFECTING,FLUSH ALL FOREIGN MATTER =o m 1 r r f I I FROM THE PIPELINE. PROVIDE HOSES,TEMPORARY a AFTER TESTING % 1 8 " PIPES,DITCHES,ETC.,AS REQUIRED TO DISPOSE OF FLUSHING WATER WITHOUT DAMAGE TO ADJACENT ❑ n II er T 1 PROPERTIES. FLUSHING VELOCITIES SHALL BE AT LEAST U GD I + 2,5 FPS. WHERE IT IS IMPRACTICAL OR IMPOSSIBLE TO ❑ FLUSH THE PIPE AT 2.5 FPS VELOCITY,CLEAN THE PIPE IN O PLACE FROM THE INSIDE BY BRUSHING AND SWEEPING, r r r y THEN FLUSH THE LINE AT LOWER VELOCITY. ►SCALE r Ty! 20 0 10 20 40 SW JOHNSON ST WATER MAIN PLAN - 1 INCH-20 FEET F_ Z z � 170 170 q w z F- LU 165 m ~ ~ f 165 LU U- S v rr o�F 00 w 4a 2 w 2 EXISTING DERRY DELL w O X a 3 N m ~ CREE CHANNEL ~d j no ❑ ❑ C 3 160 N „ � �°T 160 �4F Q io m FU RE DERRY DELL F T CREEK CHANNEL W_ 155 �� m 155 J w Q LI] I� --- ------- --- W W o Q W ' D N REMOVE �� 150 w aI 150 EXISTING VALVE 8"DI WA R,RESTR N x 3'MIN CLASS BACKFILL rc� 8"45° h BENDS RESTR,TYP 1.5 IN . �� W < J 2 0 3,a 145 - 14� LL REMOVE XISTING V VE Z _j Q �i 6„WAR J ■ ! ►NL V 140 140 1+00 2+00 3+00 4+00 4+20 �X ESA VIGIL-AGRIMIS x� p W SW JOHNSON ST WATER MAIN PROFILE HORIZONTAL SCALE:1°=20' g — VERTICAL SCALE:1"=5'(WIHkN PRINTED 22"X34") 819 SE Morrison St.Suite 310 z v Porllend.OR 97214„ = d� P:[503]274-2010 o w ❑ m F:(503)274-2024 �R w o �92 U) ❑ M ASPHALT CONCRETE PAVEMENT, CULVERT NOTES: �J SEE NOTE 3 REINFORCED CONCRETE 1. COMPACT GRANULAR STRUCTURE BACKFILL TO 90%MAX DENSITY PER AASHTO FINISH GRADE �� WING WALL T-99. Gp 8'X 9'REINFORCED SEE NOTE 6 BOULDER, 2. PLACE A MINIMUM OF V DEPTH OF COMPACTED GRANULAR STRUCTURE PG`j BACKFILL UNDER THE CULVERT AND WING WALLS. ADD STRUCTURAL BACKFILL T-CUT V MIN CONCRETE BOX CULVERT SEE NOTES 9 AND 10 SEE NOTE 7 AND 8 AND/OR SUBGRADE STABILIZATION FABRIC AS DIRECTED BY DISTRICT TO STABILIZ.IT.SUBGRApF.. 3. ASPHALT CONCRETE TO BE LEVEL 3 HOT MIXED ASPHALT CONCRETE PER SPEC BOULDER J 00744 OR 00745. MATCH EXISTING ASP HALT T HIC KN ESS(47M IN). j . PERFORM E.TO THE ELEVATIO NS,LIN ES AN 4\//\\ I GRADES,ASLSHOWNN D SHAPE,TRIM,ANDFINISH SLOPES OF CHANNELS O D RAY LIMIT / I CONSTRUCTED STREAMBED r CONFORM VATH THE SUBGRAUE LINES,GRADES,AND CROSS SECTIONS AS SHOWN. DIA!4, I ' 5. REFER TO SHEET 26 FOR CONSTRUCTED STREAMBED DETAIL,NOTES,AND I r ~f GRADATION. SEE NOTE 7 CLUSTER BOULDERS AT L 6. EXTEND CONSTRUCTED STREAMBED UPSTREAM AND DOWNSTREAM OF THE I \ \ STORM PIPE OUTFALL CULVERT AS SHOWN ON SHT 9 AND 10. USE CAUTION WHEN WORKING OVER THE SANITARY SEWER, J \ \ \j�� r CONSTRUCTED 7• BOULDERS SHALL BE PLACED IN CLUSTERS SPACED 5'-B'THROIJGHDUT CULVERT I \ SEE NOTES 9 AND 10 TO PROVIDE HYDRAULIC SHADOWS AND AS SHOWN IN PLAN. rrm I -3' I \/\ \\/\ _ I STREAMBED BOX CULVERT 8. PLACE BOULDERS WITH AN EXPOSURE APPROXIMATELY EQUAL TO 4 THE DIAMETER OF THE BOULDER MEASURED ON THE INTERMEDIATE AXIS. 12"STORM PIPE 9. WINGWALL TYPE A ANGLE-120°,WINGWALL TYPE B ANGLE-150°. •V UNDISTURBED I _� 10. ATTACH WING WALL TO CULVERT PER MANUFACTURER'S RECOMMENDATIONS. I---- ------------- / �/\ \\�f\ NATIVE SEWER ARY GROUT OUTSIDE FACE OF'Ag NG WALL TO CULVERT INTERFACE TO FORM A B CONTINUOUS SMOOTH FACE. SEE NOTE 2 \ GRANULAR STRUCTURE o z BACKFILL,SEE NOTE 1 u .2 9 2 f -5-s- ] x Fes-+ r =5i Rs 0 CULVERT DETAIL 1 NITS REINFORCED 18"X 15"BLOCKOUT TO REINFORCED CONCRETE WING WALL REINFORCED ACCOMMODATE 12"STORM OUTFALL CONCRETE WING WALL FINISH GRADE CONCRETE WING WALL WHERE SHOWN ON PLAN N EXISTING GRADE FINISH GRADE EXISTING GRADE W J 12"X 12"8LOCKOUT TO } BOULDER 7 Q ACCOMMODATE 8"SAN SEWER 12'TOPSOIL WITH J 1'H—F— WHERE SHOWN ON PLAN .. ALL EROSION CONTROL = W SEEDING FINISH GRADE CONSTRUCTED V STREAMBED GRANULAR STRUCTURE BACKFILL 10.5' - f BOULDER 10 5' ti BOULDER S ' i 7' I CONSTRUCTED \ \ EXISTING GRADE STRFAMBED \ W 0 N CONSTRUCTED I _ J Q STREAMBED I y I UNDISTURBED NATIVE J p Q Z ---------------------------r 1 SEP NOTE 2 I W �JJ 0 W Lu -- 7. 1 I i C) N SEE CULVERT NOTE 2 \ PAY LIMIT PAY LIMIT f`SEE CULVERT NOTE 2 I I \�/• a W C U' GRANULAR STRUCTURE 10 \ / /\ SEE NOTE 2 �1 W 1= J Z UNDISTURBED UNDISTURBED GRANULAR STRUCTURE NATIVE NATIVE BACKFILL PAY LIMIT . O ? BACKFILL 6' V Q �I TYPICAL WING WALL SECTION {n TYPICAL VIilNG WALL TYPE A TYPICAL WING WALL TYPE B WING WALL NOTES: �N 1. SEE SHEET 9 FOR PLACEMENT OF WING WALLS. x f E w 2. WING WALL FOOTING DIMENSIONS PER MANUFACTURER'S SPECIFICATIONS FOR WALL SIZE. R a W 8 3. ATTACH WING WALL TO CULVERT PER MANUFACTURER'S SPECIFICATIONS. ESA VIGIL-AG RI IIS I S Q N 819 SE Morrlson St,Suile 310 o w v .4 WING WALL DETAIL Pon%nd,OR 97214 N Wo P:(503)274-2010 W2 NTS R: 503}274-2024 v ca o ce w r 0 LCCATE FRAME AND COVER �Q OVER LEDGE CF AT LEAST,. kD7E5; \G ,r H WIDTH 1,ALL SM-5 SHALL CONFORM A IE V RMIFID1E14TS OF ASTM 0-47& 2,MANHDaV STEPS MUST BE TIGHT AND O lrJ N = FRILLY EMBEDE.- Z AIL SIEP"MIT IN A MANHOLE SNAIL 1'FLAT FACE LETTERING IE OF THE SAME DESIRL Tom'ARIL (RECESSED FLUSH) G y, SLIM[MN7NO OF UNMATCHED STEPS ` 9 c 1-1 K IS NOT PERMITTED). BHood MAXIMUM 27'FROM :b ANDMD FRAME AND COVER OR Q' • 4g �I � TCP OF FIRST STEP WATERTIGHT FRAME ANO COVER. T ,� 1 Y•' ', �A� TCN TOP OF CASTING OR STD.oRAMNG NO.110-SA/ST A.. Q' 0 c �0. SET FRAME IN MCN-SHRINk 1tt-3/K •Q •a ® �, A � �lr� .a�:•. 'PD NOTES: ./ '.. GRADE RINGS(r.4•.OR 6') - 7. _. 0 I. AIL PRE-CAST MANIHL'LE S"DNS SMALL CGNFORIA TO THE MAXIMUM 127 SET IN • 1E' S OPEN \`, REOUREMEHTS OF ASTM C-478. NON-BIRNR GROUT a.v.a�'.O' I) \ •.-. 70 `'TR 2 AT-POURED N PLACE CONCRETE SNAIL HALVE A 28 DAY PICKHOLE L�w 57REfHGI1 OF 5000 P.Sa-AM SLUMP OF 2"TO 4" ` .R•. d: {18}3V' a ALL MNTS BILL BE SEAIED M TN PRE FORMED CASKETS STANDARD ECCENTRIC COPOLYMER POLYPROPYLENE PLASTIC HOLES AS SHOWN SUCH A5 MT NO,2.RNA-HECK,OR AN APPROVED 38"DONE PLAN VIEW COVER BACK 10. 4. ALL�EDcomEEEMONis TO mAmHOLEE SMALL BE mlERnING 70 FEDERAL SPECIFICAMON S' oIFT. l/r GRADE Go RDNFCRPPIENT 'o L PIPE CONNECTIONS OF 24"OR GREATEN SMALL REQUIRE A -D MANHOLE AND CHANNEL DETAIL 6. PIPE CONNECTIONS OF FOUR DR UWE MAINLINES MALL AMgIL STEM SEE 24 314'M. REQUIRE A MANHOLE CONNECTION AND CHANNEL DETAIL STD ERAMHD MCL 100: YANHDIE SECTION' 13'OC 7, PROVIDE A MINIMUM OF 6'6 INTACT(UNd5TI1R�.0i MANNOM WAIL 6EPAM PIPE TIPEARLDU7S AS IEMSURED ,��(VARIABLE V-4') }3/B'FOR OX TINE INSIDE FACE OF T"E MANXCLE s IL BIREWOIT OF(MALL FOR PIPE SHALL BE 2'M14MM AHO _ PLASTIC SAFETT STEP � TI4" � 718' e M"MUM CLEM CF WE WALL . A TIS DETAIL UAIED TO MA%RMUM INTERIOR DROP CF 2, �� r ICN SANITARY CONNECTION AND 46'FOR STORM a. ❑' !' I- _- �/] pOuuECTICN. 5'MINI" +• jW' 10.WAmIGmT/ wIEFtUS PROOF L EASEMENT FRAME AND a...� 2 71B' �y STREET dRE �c 115m IN ALL EAgiliH7 AHD OFF A .�•. .4 ' 111JJJ STREET AREAS. �SO• (� 48'AIIH. FS 3/4'GALVAN®BAR f,fi• l •f� 7112"50. 7 w NMAium 1r LEDGE MATERIALS: '°. •`.'DY PTCKHOLE DETAIL u - T ¢ @ ' (CNE REQUIRED)) r MIN-FROM TOP of �•'p fY 22 1!2'UTA. T/1 H T� J 1"/FE-SLOPE TTP. GALVANIZED; V 1 w 3 RPE W MANHOLE elr SECTION /8(3/4-OLA.)GALVANIZED DEFORMED REINF0RgN0 BAR. ._Q SECTION VIEW .» Y REINFORCING BAR CONFORMING W17H AS7M A-615 GRADE 40. ' ? •4 a" X.m c m A PIPE GALVANIZED CONFORMING IAITHH ASTM A-123. a;" < �+ D.0. PLASTIC= a I'� =o ..} MUST CONFORM V97H ASTM 0-478. a' -.p ''a MNWIILI CONCRETE STEEL REINFORCING BAR MNRIVM i/2'(7LMDE 80- � m x ri SMOOTH FHLW CHANNEL TO •.- ' ---:. � = MEETING REQUIREMENTS OF A571•E A613 ENCAPSULATED ' 5 N 2 3/i VERTICAL LE]GNT OF PPE {{ MTN INJECTION MOLDED COPOLYMER POLYPROPYLENE R ❑ n z"MINIMUM OF#"-D I CpwACTm �' ^ ii MINIMUM `, V47H SERRATED SURFACES. L4.FOR GALVANIZED STEP SEE DETAIL#110 FOR MANHOLE VRAME SPECIFICATIONS. :•:: RASE MATERIAL O STORM TR STANDARD MANHOLE Q-_ `' � MANHOLE STEP C eanvi Mer seNim MANHD EA LED C�ae,Wa6er services DRAWING NO. 010 REvM 02-03 GMT—.Jft.m 1..1..I. DRAWING NO. 100 REVISED 02-03 °`0°�d�`u I`a"" DRAWING NO, 120 REMSED 12-06 we..m ml mw I..I.m. PIE CAST w CONICAL WATERTIGHT MANHOLE RING 3—BOLT DOWN COVER Xaa(2)SANITARY L°G1rl.RUl AIn •.'A•.•:f .r Down CNLY LDYlR OYd.LE°G! SEE Bar-00wH ❑ r DETAL A A LL B B Q J Z- /rrlr6r�� LQL INN°L°Rov.pm Q F- 0 O U) 0 NOTES: 1, DROP BOWL AS MANUFACTURED BY RELINER-DURAN INC.OR APPRO4FD EQUAL FOR MwHatE 9PECDc.11o115 FFTc SirMY..J PETrA pf0 3 2. DROP BOWL TO BE SIZED PER MANUFACTURER'S AVAILABLE OR CI+.COM)OR A5 REOIIIREO BY DISTRICT oRUERAr"slr,�.oRFI SANITARY OR CITY- PAwuM,r4e*wawa-ar+INX 3. PIPE AND FITTING FOR 411- 4'R DROP ASSEMBLY SHALL BE o o 7 W ❑ L DUCTILE IRON ANSI A21.5G-1,AWWA C150-1, r Gd AWWA C-900 OR PVC ASTM 3034 SDR 35, 3/4 1 J Q 2 �� r- SECTION B—B W N o a W 4. STAINLESS ADJUSTABLE PIPE BRACKETS AS SEE ❑ MANUFACTURED BY RDJNER-DURAN INC.OR .FYEaXUM 30 3/4• SCLT DO INH 0� W 1- NFORMokAPPROvETON EQUALDETAIL 0 REUNER.COM), r _ DERAIL Q BA LIQ `+ SECTION A—A NOTE >- � W TDI 5. WI MORE THAN ONE DROP BOTIL PER MANHOLE r p°E TMPE wARRTCH7/TAHPER PROOF MANHOLE STIR ETAIAE AND COVER SMALL BE WTTH(X1T WRITTEN APPRQVAL BY DISTRICT PS• UBEO IN N1 EASEIF.MT ANO OFF STREET AREAS- OR REAL$ N J•L/ E/1 ^ CR CITY. FDI w ErE� LIQ VI NxXrn r, PIAN." I.r 1 7AD7- rEyr ❑ 6. WRITTEN APPROVAL BY DISTRICT OR CITY I5 ° '� LL W REQUIRED FOR DROP BOWL INSTALA7ION ON 3' 7' Po' 7 2 !1I PIPELINES VA7H A SLOPE OF 59 OR GREATER. *� LL q Y va rY�.nAnu7a 1/2"-,3 S %1 SS 7 1/2' I. ❑ 2 A FEIi LEAD STAINLESS 51tf1 $ iENv�in Y 3• Y ROTO•PER 00VOL T P SCREW. 5.1/STEEL WARIER �/'� 5~I A4 REOupEO S�2•T♦IGk F ■ V j �=73 �� ,•� J = H RUBBER ER INBOLT—DOWNr LL X 1 NOTES;Go DETAIL r E A VIGIL-AGR111M�15 � a 1. SUBURBAN TYPE N07 FOR USE IN TRAFFIC AREAS OF COlECTOR AND ARTERIAL STREETS b 2. VER AND FRAME SHALL BE GRAY CAST IRON ASTM A-48 CLASS 30- 1/4"NEOPRENE GAEI�F M x 879 SrMprrlsOn St.Suite 310 to w CO ' 3. COVER AND FRAME 70 BE MACHINED TO A TRUE BEARING ALL AROUND. P c>=rmER nuNF Mru..cie 4. HD7CN ULD FOR LF7NG HOOT[. NOM COV@+AND SHALL BE OF CRAY CAST SROM LSLM.A-46 OLDS 3O. PS)AIBnd.OR 97214 a A a TAMPER PROOF(ROADIEU CASKETS) P:[503)274-2010 O j n F;{503)274-2024 INSIDE DROP MANHOLE W/BOWL SUBURBAN AND STANDARD WATERTIGHT MANHOLE 3LL C�eanW�cr MANHOLE FRAME AND COVER C3eanV�x s FRAME AND COVER aeaeiWa6cr s W co Our eomeiLm.u!ie Um. Out mmmnm .e.v. REVISED 02-03 Cue eeemiSe..S i.e,..r. a N I 0 M �F DRAWING NO. 090 REQ�O7 DRAWING NO. 110 SANITARY RL�isED 12-09 Gjbt IN DRAWING NO. 130 IE w t B SEE STANDARD DRAWN6 NO.320 FOR \GH Q FRAME AND COVER. V de e 1.PLC HUD SHALL CONFORM TO ASTM 3034,SCR 35 DRIVE INTO CENTER OF IN .f¢ °{ RUBBER SLEEVE AFTER SLEEVE IS PLACED HOLE A A G -- -a TTP=2 � s1 [. 2 STAINLESS STE'E'L BAND SECURES UPPER HALF OF RUBBER SUEEVE TO TIE. PUC MIR.STANIE+s STEEL BAND SHALL BE 3GG SDt(5. CADMIUM PLATED CAR80N STEEL.AH]ATTACHED VETH HE7XEiA0Q, s 1/E'.1,IY Lr SCREW' b' �"''°"` SECTION A—A Y x 2,%X] A COMPLEX RUBBED 51EE1E INCLUDE"A MCU]EX SEGMENT THAT IHClDS R N c T}T FLAKE. I• I a/i� PLAN VIEW RECESSED CURB INLETS —f To BE REINFORCED NCRETE INSTALLED IN PLAN ACCORDANCE CE MTN � CURB DRAWING N0.310 31O TCP PENT T 13 I 0/8-K 2 TAY'FLAT BARS I < ° e• AT 1 7/a'DN m1TN l ° r � 3 s WEEPo f 2 HOLES c 21' LIM1 Kea o A A I v >� V 6'FOR PWR.TI IN `+ m PLANE A. y MI1X ffi R�IFORCD&7r 'd FOR PFECAS'T r 211' 2r T v�g SECTION A—A SECTION B—B � p i G $��, a/a'x Y " PLAN GHHm 6AIES Alo°S .35 MINIMUM WALL THICKNESS m p 7 1 NOTES, CATCH BASIN SHALL BE COUFMU070 N ACCORDANCE VATH ASTM C-47a. ergs EACH END /+e- A e ° SECTION 8-8 IBBI =a M 2, INSTALL STEPS WHEN OISTAHCE FROM TOP CF GRATE TO FLOW UNE OF PEPE IS GREATER THAN 4e',SEE STANDARD DRAWING NO.100.SET FIRST STEP 1Y FROM TDP CF GRATE HOLE' 3. INSTALL STRUCTURE ON MINIMUM OF 8'OF il"-O"COMPACTED BASE MATERIAL 1.ALL INSERTA-TEE HOLES SHALL BE MACHINE DRILLED AND CORED. 4. REINFORCEMENT FOR PRE CAST CATCH BASH SHALL CE REBAR MEETING ASTM A-615 GRADE 60 OR MELDED MK 2.NSERTA-lEE ARE ALLOYED IN NEWLY CONSTRUCTED SEWER MANS 12'AND r aV V MEETING ASTM A-407- NOiE LARGER INSIDE DIAMETER(I.D.}. O n a ALL POURED INPLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 P.S.I.AND A SLUMP OF 0 70 4. U 6. CHIREOu1RED IN Flew THROUGH AP%JCAIMS.AS APPROVED-ALL OTTER APPLICATIONS REAuwE AN 18'SUMP FRAME AND[itAlE TO BE NEW STRUCTURAL ASTM A-36 FLAT BAR STEEL OR APPROVED EQUAL 3.SEWER MAIN SHALL BE Two SIZES(NOMINAL I-D.)LARGER THAN THE NSERTA BELOW LOWEST PPE INVERT. ADDITIONAL THICKNESS AND REINFORCEMENT SHALL BE REQUIRED FOR STATE NOWAY APPLICATIONS -TEE 7. FULL CURB E15OSEURE RECOILED CANNOT BE LOCATED IN SIDEWA$[RAMPS OR RAMP WINGS. 4-HOST PIPE SHALL BE MINIMUM-35"WALL THICKNESS z GUTTER & CURB CATCH BASIN INLET CATCH BASIN INSERTA-TEE /-. r7 CleanWa�er Services FRAME AND Q GRATE C G-2} C1eanWr Services CeanWater Services DRAWING NO. 300 (CG-2) REHSED 12-06 Gar—itn—t is eH— DRAWING NO. 320 REVISED 12-06 0or'O"R"IIt—tIll`I— DRAWING NO. 530 REMSED 12-06 Dur—Itmrnt lU clear. 1 ONE I HIM 6 � A RAREA ECESSED AT a S BARS PLAN PROPERTY FINE OR UTILITY EASENEW 9 ---.-------- J PIRESIZE AS SPECIFIED SECURE 2x4 N PLACE STRAP RETAINER PVC SADDLE[TEE) Z AGAINST PWC W7 R&OWLL Rom Z •4 STORM CR SANITARY TO PREVENT PLUG B1.01I a Hr SEINER MAIN RUBBFfi GASKET r •❑, NOTES N 1,FOR NEW CONSTRUCTION ALL SAE SEVER AND SIDE STORM PIPELINE = I = CONNECTIONS TO e AND 10'MFRS SHALL BE WITH FACTORY = 1 = FABRICATED'TES FITILNG5 UNLESS 01BE{RWISE APPROVED- 2_ PPE MATERIAL SHALL RE ONE OF THE FCLLOWING —_ A.PVC ASIM-30y4,ASU-C-900 B.CDNCRM ASIA 0-14,0Y 2X4 INSTALL l A G DUCTILE IRON CLASS-!A NOTE/7 STORM ONLY E.PVC R S MEEEETING ASIA D 1784 1 1 w PLAN F.CPP LaTINc AASKTO M252 'I a ALL PIPE SMALL BE COLOR CODED: -VARIES10 wAT171 S�STB DRAWING N0.340 GREEN FOR SAMTARY SAE SEVERS ION CURB Tra FOR FRAME AND COVIIR. -WHITE FOR STORM SIDE PFEH.NES V„ J Q '^ ± 76' JLU a Q 2 TY Boc4TT HDOHP. TOTAL LENGTH CF 2X4 GROUND F 1 ter „0.a NSAR OF WTR As SNOIIH ON APPROVED SET OF PLANS SURFACE MACf(11C a LU ❑ � YARKE/C,g ro FACE STREET TAPE Ln Q '^ _-, 3• HI LLJME,-J ❑ HHOIYL LLKpE ~ KF FAVIII ppCCLLIXIXtt �1 . -'±1 n C�� SANITARY € `rLU f 1e' (TWIT[-Sill) LABEL MAGNETIC TAPE WITH BLACK LErWNG 1j' �y H Ns • C °�'""° 5 IXtlA'CAAI�N STORM DDR N EUURm 60W.' HH�y '■ IH'yE� a W o a 2 5/g. 5. PLACE 10'ABOVE TOP OF PPE AND AGAINST 2114- STORM OR SANITARY BANONLESS STILET ■ LL tO q 9 W H J Z NO,3 LLF6 9 iVi AREA MIX S PPE DANn RNID F�I ■ ■ /A MIN.1 I/2" a Lrj 4 W • 16' NOTES: Q 4 XOOK ,o= 'AOS 1.INDEXED PVC GASKETED SADODE SHA'µCONFORM TO ASTM 3034 SOR35. L3 CI am DETILa�y 2-PVC COMPOUNDS SHALL CONFORM 7Q ASTL D1764 WITH CELL MASS OF 12454-OX °`° - MINIMUM SLOPE FOR 3I4'-0 PIPE ZONE DR 12764-C. LL 09°80° �� 8"PPE-MCI MATERIAL AS SPECIFIED �+ALL ELASNMERH:SEALS(RUBBER GASKETS)SHALL CONFORM TO ASTM III >: m X �T°a 4"PR r 0.040 INDEXED FOR THE SEVER ARAN WAIL CONFlGURA SHALL BE dJ WIPROFlLE OR S1AA0 W x E W SECTION A-A a SUPPORT EE W TH ( ESA VIGIL-AG R I IIS 15 �' w W In. Nn" 5DING GRAVEL, -STWHLESS SLEET BAHOS SHALL BE 30O SERIES,We'SAND WIDTH.CADMIUM PLATED, r 7g e HOOK BAR MINIMUM 0'NICE ELEVATION CARBON STEEL,AND ATrAOED WITH HEX HEAD,SLOTFED SCREWS. 819 SE MDrdsca St.Suite 310 w C7 w z Y 6-INSERTION HOLE SHALL BE CCE DRILLED. v L KO DETAIL 7-INDEXED SADDLE SHALL BE INSERTED A MINIMUM OF W FROM OUTSIDE WALL OF Porllend,OR 97214 a _ IL a,� Fp6T RPE AND SHALL NOT PROTRUDE BEYOND THE INSIDE WALL OF THE HOST PIPE P:(503)274-2010 O aw v 6 j R F:{503)274-2024 w9 GUTTER & CURB INLET CATCH SIDE SEWER SICNE STORM - INDEXED PVC GASKETED �LL BASIN (CG-2} REINFORCEMENT 5 PIPELINE �' S SADDLE C W r �ro LL co Our<onmihu t iF<lW- Our cammidnwl I.clear. oar-PN.jk"l I.CI. - M �F DRAWING NO 310 REVISED T2-DE DRAWING NO. 520 REVISED T2-� DRAWING N0. 540 RE175ED 12-D6 H o �o d� NOTE: IMPERVMS ZONE TO BE PLAEIIO CLASS "B" CLASS "A" IMP RVIVIODUD ASSZONE MILL EXTEND RECTEMIN FINISH GRADE ��V LVEEBOXTRTOPP / FROM UNDISTURBED SOILS TO A MIN.OF 1.5Fr-INTO COMPACTED NATIVE BACKFILL TIN. C� SURFACE RESTORATON MOUND EXCESS NATIVE MATERIAL " L AS SPECIFIED OM TRENCH TO AXJDW FOR SETTLEMENT PIPE BEDDING �;`��i •�.' 1'SCH.80 STEEL PPE SHAFT 12' p SOI TOP SOIL 2"SILL OPER NUT P TOP SOL E%I57E0 SIDE GR 1'SOLID STEEL RDD '.X�PA(,� no 00FA0" PRION TO EMCAVAIOM. \\\�/, VIEW 118"MINIMUM 9URFFLE �\��'a'\ PLACE ALL BA44 OF 114'MAXIMUM UNDISTURBED /` BENTONITE TIGHTLY qr�' CLEARANCE �9DX COFACTOR NATIVE EARTH �;��/ AGNNST UNDISTURBED1 11 VHpEM" BELOW 4.OF MATERIAL — �\ `.+OILS. SURFACE ROCK GUARD 1f4"STL,PLATE TO BE 5 3/4'DIAMETER VAEPTHRIES '3/4^.•& •. "� WIHOLE IN CENTER TO \ T8" /4. //<1/ // � O SOIAODATE MOVEMENT Tse r HAFT SUPPORT COLLAR WELDED 2 1125c 2 1 r2'x 318"LONGTO SHAFT -0 CRUSHED SLIT TLY BET O PLACE STEEL FLAT BAR ROCK _.. . 112 PPE TIGHTLY BETWEEN PPE TR CH PIPE ZONE S>s�PWS AND UNDISTURBED 5pL3, VyT T'H Ab'TM 3034 PVC PIPE "+ SIDES AND BOTTOM OF - e PIPE. r _ 3"x 3'x W.2'LONG qy9��+$ , •;..- -"i.. '; '' i i'' STEEL SQUARE TUBE 3�I'-.Gb O D�D a p"'�O ,••••••• • •. '. .e..: .�. ..i. •> eC PPE BmdNCox% �jEl \� PLAN Fo $z TFPNCX RED.IIRD401 B rc rf 1/2 PIPE O.O.PWS i•NIR.FOR PTE SMALIEIi THAN 18' IF PEDALL BE S CIFNW SFABLIEPERAT ATION B❑ $ "I HPE 0.0.PLUS 6"LEX.FOR PPE I8"AND LAR5V SNAIL BE SPEARED O PLACDeELT I—I y D Or BEDDILAMNG PRIOR TO PLACELlNT m J. m of REDLINE MRIETIFL NOTE: Q] � ��o M 1)EXTEND 2"NUE TO WITHIN 18' T ANI3FGRADE � _WHEN VALVE NUT IS DEEPER THAN S FEET FROM G � XOTEI FINISHED GRADE U ALL COMPACTION DGTIAPWAREQUIREMSPE PER AASHTO TA8 AND ODOTAAPWA SPEC 00/OS, TRENCH BACKFILL IMPERVIOUS ZONE rrvor•nu—u Ho scue '" O DETAILS C1eanWater Sel'V10e5 1 THF❑D❑R�F S-KYLE.P-F OPERATING NUT a,�,H❑ NITS JEXTENSION DRA1hING NO. 590 REVISED 12-OB cJ�rJ Our cem m;t—d it cle.r, vD1tR�iwel�n-n+i ANUARY 7A11 RA:w�eruxn OUTSIDE OF WITHIN PAVEMENT PAVEMENT 'M^^ TACK ALL EXPOSED MATERIAL —j PATCH AC TO OREAIER Of 3' THICKNESS OR EXISTING W+12'MEL 18"CAST IRON 910 BOX a'MIN. 6TAN EItlBTINO AC PROVIDE 24"BY Z � yT,�VT 4"THICK CONCRETE _ Q PAD[SEE NOTE 4] - LL- Uj HAND TAMP BACKFILL 'r AROUND TOP SECTION V MIN. V nn �2"MAX 0 0 000 D,Q o D°Oo %Do 0 % O❑O0 -V 0 °oo❑v0oO0 °On n 00 o O�0❑O i`6°Q S°b 0❑ $ O❑ o a pvn O❑ O$° a 00 0 0 o a QO „Oa 0l o o v O B'ASTM 3V37 PVC W v 0-0. ❑ X. O° OPERATING NUT EXTENSION 0 31r BASE ROC( 0 0 qqv��p 0 ORL9ED ROCK (SEE DETAIL IJO.505) ❑00 opoo�00 W F ❑O O v a00 aap 0D W pv❑GOp Drop°❑ W W =.00 00 o LU W �I PIPE ZONE EAi `N r ~ ~ W NATES: �' LLJ H J Z q = aa m 1)VALVE BOX NOT 1-0 REST ON OPERATING ASSEMBLY- T F Q U mom~nI L TEE CUT TO 09 DONE AFER EMAVATION AND BACI6LL OF WADIC6 2)OPERATOR EXTEIIISION vj 2.SEE sTD-pRmANG we 590 FOR BEDDING,PPE ZONE,AND TRID"BAc7FE.L REQUIRED WHEN VALVE NUT W W IS DEEPER THAN 3 FEET 2R ¢ FROM FINISHED GRADE. 3I CENTER VALVE BOX ON x w AXIS OF OPER.NUT, _ f w W X 4)PROVIDE 24'SQUARE BY 4"THICK Qy He Cc E� VIGIL-AGRIMIw b S CONCRETE PAD AROUND VALVE 24' W r C W W BOX OUTSIDE OF PAVED AREAS 819 SE Morrison St,Suite 310 07 w z Y ❑ w AS SHOWN IN CONCRETE PAD DETAIL CC N CR ETE PAD J P:(503 274-2010 c w C R T—CUT C TYOATGARDm P:{aos)z�4 zoza THEODORE 5.KYLE,P.E. TYPI^■' "TE fn � cm66Rc1c�Ovr 4N�L VA ..: .!. rLL ASPHALT DETAILS � �' c� ,� �� ncngp,oAecavrgNi� JANUARY 2011 VALVE ��r�► REVISED 12-DS O.r cDmmilmeRl it cle.r. •n,rn:u4n w.nn 543 w ❑ F pRAYANG NO. BOD .�u.n'eArm ¢st H CURB JOINT DRAINAGE BLOCKOUT s required in FSFF S . LAILTO 3" I.D. SCHEDULE 40 Off typlCp sectionNO. 146 1" B" DWV(ABS OR PVC) Street Df COn5tructlor �5'MIN. SEE NOTE 5 RDW T PIPE W/COUPLING Street plan1' BATTER ' Are❑ROAD 1" 8 1- R n T-cut seeROAD Surfacing note 1}' Ta soil or as 2" OF 3/4"-C"SASEROCK directed Base Material COMPACTED SUBGRADE J Y D- BASE COURSE - _ 24' v o a COMPACTED SUBGRADE Q " SIDEWALK ADJACENT TO CURB E b o a o CJ PLANTER 5'MIN — STRIP 6" !, CONCREX TO HAVE A BREAKING STRENGTH OF 3000 P,5.1. AFTER 28 DAYS, ID ROA!]�'L___T -- --�2�---- .- 2. EXPANSION JOINTS: ---- A. TO eE FRONDED: N > 1)AT EACH POINT#TANGENCY OF THE CURB. mi o y C o-o o C o 0 �2"#3/4"-D" 2} AT EACH COLD JClIT. _ a r j L cn - COMPACTED SUBGIiADE� BA'SEROCK 3) AT EACH SIDE OF INLET STRUCTURES. N w EL ~ 4) AT EACH END OF DRIVEWAYS. O 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. ¢ ° SIDEWALK AWAY rROM CURB 8, MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, NOTES WITH A THICKNESS OF 1/2 INCH AND SHALL COVER ENTIRE CROSS SECTION OF CONCRETE below bedding ,. CONCRETE SHALL BE 3000 P.S.I. AFTER 2B DAYS. bw outside of 6 � fi (/] 2. PANELS TO BE 5 FEET LONG UNLESS OTHERWISE SPECIFIED. CONTRACTION JOINTS: EQ. Alpe bell 3'4„ - ❑�� MIN MIN V A. SPACING TO BE NOT MORE THAN 15 FEET. crushed aggregate 3. EXPANSION JOINTS&CONTRACTION JOINTS SHALL BE 1/2-PREMCLDED ASPHALT B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INCHES. IMPREGNATED MATERIAL OR EQUAL EXTENDING FROM SUBRADE TO FINISH GRADE AND 7 PLACED AT SIDES OF DRIVEWAY APPROACHES, UTILITY VAULTS, WHEELCHAIR RAMPS AND AT 4. BASE ROCK 2"-G" OR 3/4"-0', 95%COMPACTION. BASE ROCK SHALL BE TO )--I m SPACING NOT TO EXCEED 45 FEET. SUBGRADE OF STREET STRUCTURE OR 4-IN DEPTH, WHICHEVER IS GREATER. 2' Min Trench 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE CURB, 5. DRAINAGE BLOCKOUT- 3' DIAMETER PIPE: foundation V THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. L A. 3"I.D. PIPE WITH COUPLING, stabili2ation +. E;m m 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES F MOUNTABLE CURB 15 USED D, DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB if required v 8 0 OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. OTHERWISE SIDEWALK SHALL HAVE SAW CUT VERTICALLY 18-EACH SIDE OF DRAIN AND REPWRED TO FULL DEPTH OF CURB. Iwwl o w A MINIMUM THICKNESS OF 4 INCHES. NOTES _ g DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MINIMUM OF 20 38 M° S. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEW&K WITH 3"DIAMETER y AND A MAXIMUM OF 3.0'FROM PROPERTY LINES, 1. 1' T-CUT FOR PIPE ONLY PROJECTS. e= SCHEDULE 40 DWV(ABS OR PVC) PIPE AT 2%SLOPE. CONTRACTION JOINT TO BE PLACED 2. JOINTS TO BE TACK AND SANDED. B OVER PIPE. 0. FOR SUBDIVISIONS AN "5" FOR SANITARY AND A'D"FOR STORM DRAIN SHALL 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. C U 7. CONCRETE SHALL HAVE A MEDIUM BROOM FINISH AND TROWELED ON ALL FOUR SIDES BE STAMPED ON THE TOP OF THE CURB ABOVE THE LATERAL 4- COMPACT' CL A RACKFILL, 90% T-99 CL B BACKFILL, 957 T-99 tm'orncnnn '"°"°"OE" rnacua dry orTlcnl�n `�"' ..--.F Cr1vaPTlonnn nRCC JN THEODORE 5.KYLE,P.E. OAPF,aN THEODORE 5-KYLE,P.E. DRDG0.ti THEDODRE S.KYLE,P.E- ' +Nc�RMWID� CONCRETE DwG.,O. K Po"GD °^ oa "o°n.: TRENCH ■ " � �. eL ° "'_ ■ " u �. a CURB & GUTTER ■ , __ N JANUARY 7011 SIDEWALK 120 m JANUAW 2011 126 Tn. � JANUARY 7011 BACKFILL 180 Y°Tce�n sla,R1 a,isw eTrnncmcx,cn Enx¢mn-- Ina:l w..sr enx: EXISTING DRIVEWAY- MATCH WIDTH & GRADE A R/W LINE _L4'MIrL N VARIES SEE NOTE 3 21r 2x 2x "PT � S MIDI ❑ Q 314"R EDGE 5' IN 12% NDE 3 ALK GROUNDT Is 12LU a B• ==e 3"LDSCHEDULE 40 DRAINAGE BLOCKOUT SEE POST E V+/A ClPDWV(ASS OR PVCG 6 SINOTE 2 D 4AAX A 6 ICY SUPPORT DETAIL MIN 16" 1.MATERIALS: PLAN O T X T X 65-,12 GkGALV•PERFORATED STEEL POST.3�1 LL ❑ N rr OFCEC,T:'D TDP �'+ p`A 3" O LU J o a Z II-�g. a• OF CURB B- VF-� GRQUND 2112'x 2112"x 18',12 GA.GALV.PERFORATE STEEL BTIFFNER POST. ° WLU � W W 3" 2 114'X 2 114-](36-,12 GA.GRLV.PERFORATED O COMPACTED SUBGFWDE j_� �Ax ° STEEL ANCHOR, Q N Lj ° NOTES: _ _ 318-X 3 112,GALVANIZED HEX HEAD BOLT WITH `�U 1- EXPANSION JOINTS: ,: . ;• _____ _�_. pRl 7�0 — I' ° LOCK WASHER,OR 5118"CORNER BOLT• ��.y/A. TD BE FRONDED: -- � 0L N 7 AT EACH POINT OF TANGENCY CF THE CURB. D LI.I O� r'''r{�`• = 7116-](5-,GALVANIZED CARRIAGE WITH FLAT AN ��yy 2) AT EACH COLD JOINT. a°°o o a LOCK WASHER,2 BOLTS PER RAIL PER POST, LL ❑ 3 AT EACH SIDE OF INLET STRUCTURES. v" 4) AT EACH END OF DRIVEWAYS, •' W ~ J 2-OF AGGREGATE D 2](8-CRDSSRAILS WITH REFLECTORIZm REO AND 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. SECTION A—A (3/4--0") COMPACTED WHITE CROSS RAILS. ❑ Z A ° QU AI 2.TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERIAL TEi 2.SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES ! N d WITH A MINUMUM THICKNESS OF 112"AHO SHALL COVER ENTIRE CROSS 1�• C 1p`NCRE3E COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AF-ER 28 GAYS. ❑ FOR STREETS AND HIGHWAYS AND THE OREGON gg& SECTION OF CONCRETE, SUPPLEMENT. A 3.TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 15 FEET APART 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. O 3F-1 BARRICADES U I vi WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL 6CH3 BARRCADE DESIGN AREA. 3. EXPANSION do CONTRACTION JOINTS SHALL BE 1/2- PREMOLDED ASPHALT IMPREGNATED 6C-9 BARRICADE APPLICATION x W 4,CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS. MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. POST SUPPORT DETAIL x f OWO x 3.ALL MATERIALS AND WORKMANSHIP SHALL BE IN E 1�A VIGIL-AG R I M 15 p a W b 6,DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN.OF 2 FEET -1 SEE STD DETAIL NO. 148 ACCORDANCE WITH THE CURRENT STATE OF OREGON A+ r C eANO MAX OF 3 FEET FROM PROPERTY LINES(SEE NOTE 5 STD DETAIL NO.126 STANDARD SPECIFICATIONS FOR HKiFN4AY CONSTRUCTION 819 5E MGrrlsm 51,Suite 310 w wi [x9 Y Poniand,OR 97214 w a Q 8. FOR SUBDIVISIONS AN "S" FOR SANITARY AND A"D-FOR STORM DRAIN SHALL 4,BARRICADE FOR SIDEWALK IS SIMILAR, J p;(5p3I 2742010 = d BE STAMPED ON THE TOP OF THE CURB ABOVE THE LATERAL o w U a E; F:(503)274-2024 Q m CITY OF Tir.,vn � Np fly" CM OF TIGA HO>�nLL =OPTK:ARD �� rvO SCrtL m oaJacon THEODORE S KYLE.P-E- caxcoN THEODORE S-KYU.P.E. orr=cml THEODORE S.KYLE ■ ■ru e..' E ,,,,� ST00ARD owo.No. •_D�o Y STANDARD DRIVEWAY STREET °�D.Na I•i to W ,oaP,cOn vrm JANUARY 2011 CURB us s.w.W.,...ee.Tv unf�c.wl.t,a.va 0 y� 1 '25 ■ aANUAm 7011 W/CURB-TIGHT SIDEWALK 1 42 ■ u �° ,,,,� JANUARY 2011 BMRICADE '� 2 a z �„°� wi(airy ung d ' r= J s 2"TANK VENT OPTIONAL VENTUNIIDNG GO�� ' 2 STREET ELL 2" PIPE A[.J PLLPGCE�DTEE PLUGaED CRvss BEND PLUG aRCAP CARSON 80X WITH EXTENSION L PART 1730D-P15L 2' AIR & VACUUM fi I �^- CARSON 80H ENT- MAH- PART 1730-1L VALVE (2" CARV) 12" MIN 18',MAX. —jl— LATERAL PLUGGEO CROSS TEE CONCRETE THRUST BLOCK SCHEDULE (BEARING AREA OF THRUST BLOCKS H SQUARE FEET) 2" TYPE FITTING 90-BEND,TEE,OR 45' 22112' 11174• w [9 COPPER PIPE SIZE IINCHES) PLUGGED CROSS BEND BEND BEND m]In 2 2" 90' ELL 4 01.9 01.3 - - _ z 2" W ELL BR- 2"TEE BR. a r S 00.0 02.1 01,3 – 3 Q } m a Z o w MJ X TAPPED 2" PLUG BR- 8 07.1 03.4 021) 01.3 O w + TEE OR 12 1610 08.8 04.5 02.3 a w 2°NIPPLE BR- APPOVED MALLABLE 16 26.4 15.6 06.0 00.0 z SP.DDLE 6' LONGLU 24 84.0 34.5 18.1 09.1 w o w ONCRETE PAD � w r 2" COUPLING BR. C^ Y m r 2" CORPORATION STOP VJC ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 151)P.S.I.AND AN U 0 { ALLOWABLE SOIL BEARING STRENGTH OF 1500 POUND PER SQUARE FOOT-TO o o r MUELLER MODEL 110 COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSU RES AND SOIL BEARING m mH-15023 MIPT x CTS STES3E3,USE THE FOLLOWING ELHIATK]N u�N w OR APPOVED Q 2" ADAPTOR MIPT x CTS EOIJAL ~' BEARING AREAS•(TEST PRESSURE1160)X(I MSOIL BEARING STRESS)X(TABLE VALUE) o p ooll ROTES. r J ¢� MUELLER MODEL 110Lm �/� 1,CONCRETE THRUST BLOCKS NOT PERMITTED UNLESS APPROVED BY CRY ENGINEER N¢ o O 2' CORPORATION STOP y 1 a 1 2.STRADDLE BLOCKS REQUIRED WHERE LINES MAY BE EXTENDED IN FUTURE SEE DETAIL NO.5151 Na m 2 c Alf'f7ti C. UIPT x MIFF y �I o it 3.CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. J]3!!S� 4.KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. S F R S IC r"'! S.THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN ENCIRCLED ON THE PLANS: °T ¢w o ',,ENT PIPING TO BE GALV. �' =o e.g. 15 INDICATES 15 SQUARE FEET BEARING AREA REQUIRED, D: �2- SLOPE COPPER TUBE FROM 6.IF NOT SHOWN ON PLANS,REQUIRED BEARING AREAS AT FITTING SHALL BE AS INDICATED ABOVE,ADJUST IF Z 9a e NECESSARY,TO CONFORM TO THE TEST PRESSURE(S)AND ALLOWABLE SOILBEARING STRESS(ES)STATED N MAIN LIP TO AIR VALVE 1% MIN. . m THE SPECIAL PROVISIONS. 1-0 3, CONTACT WATER DEPARTMENT FOR ACCEPPTABLE DEVICES. N 7.BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRESIDENCE OVER BEARING AREAS r¢N r AND BLOCKING DETAILS SHOWN ON THIS STANDARD DETAIL,BEARING AREA OF THRUST BLOCKS ARE IN m 0 4- PROVIDED & INSTALLED BY CONTRACTOR. C SQUARE FEET. r O —Z, RY OP'1TGABD N08GAE Cf[Y OP T[GAFJ] �� NO 80AW CIT1'OP TTGnen ten' O rp�F.Gnry THEODORE S.HTLE,I.E. r4�= THEODORE S.Kl E.P,E pR N THEODORE s.RILE,P.E. (� AOR T d x VERTICAL BEN❑ Dom,q . • 2" COMBINATION DwG.r,C r aPP. STANDARD THRUST �,N.No. ¢•,ora JAHu>'PY xo,, BLOCK f� rtiR��„�, aANV.Rr ao,, RESTRAINT 563 =osEao„Z- AIR & VkC.Ul;irl VALVE 591 P.�.0 Nw/WFT�'1 •x:Imyl sa�t2++ IWf:Ws1[aN!%r� 18"CAST IRON 910 BOXES FINISHED GRADE ❑ Lo 4"MAX. A/ N TRENCH WIDTH AS REQUIRED ° o�- 12' MIN TYP GATE VALVE 2j"BR 3AND SRGHp G (SEE DETAIL NO.M) 2 ADAPTER COPPER 3 SWEAT TO FIPT N ;• M W 7 COPPER TUBING 3900 PSI ° (TYPICAL) N ❑ COMPRESSIVE STRENGTH CONC.THRUST BLOCK - AGAINST UNDISTURBEDn EARTH-BEARING AREA ON BOTH SIDES OF PIPE 2"ELL COPPER (CONCRETE DIMENTIONS TIE RODS WHEN ' 1�. SLIP ARE MINIMUMS- SECTION REQUIRED,AS PER _l REFER TO DRAWING NO.580 MANUFACTURERS w FOR BEARING DATA) 17, RECOMMENDATIONS 2S""AADAFWEAT TEE RCOPPER FT MIN TYPICAL: MECHANICAL FIELD RESTRAINT CONCRIFIF ETE PIER BLOCK _ TAPPED 2" REQUIRED 2'TAPPED W ❑ PLUG,CAP TY JOINT PLUG OR Oi DR OTHER NOTE: MJ,CAP WITH MEGALUG J Q -- ----- FITTINGS AS RETAINER GLAND C REQUIRED THREADED BRASS P!PING rI ... .Z .. o MAYBE USED IN PLACE OF O CAPPER TUBING W � W I 0 PERMANENT D N . STREETPLUGOK w r !r^ W EDGE OF PAVEMENT � � � N `w 3�• PHASE BREAK W ❑ rc MJ GATE VALVE W ^ v s AND VALVE BOX 7'-0" •,- J IL RETAINER GLAND DITCH LINE COMPLETE ❑ 2 ❑ Q °� RE IUIRED �Lr 7-0" 18` 4--0- \�. Q U MIN. MIH. MAX. / (n d& / PLAN \N U RETAINER GLAND(S) UNDISTURBED EARTH QUANTITY BASED ON PIPE SIZE LL STRADDLE BLOCKS TO BE USED ONLY BY APPROVAL OF CITY ENGINEER. MECHANICAL FIELD w ir RESTRAINT REQUIRED Z C W x 1.END OF LINE BLOW OFFS E w. V I G I L-AG R I IIS 15 E l v E Uj a ybW 2.BLIND TEES TO BE DETERrri MINED W M i w O 3.BLIND CROSSES JJ 819 BE Moson St.Suite 310 0Y v 4.VERTICAL BENDS IN THE FIELD POAland,OR 97214 W d NOTE: MECHANICAL FIELD RESTRAINT IS REQUIRED FOR THRUST RESTRAINT TEMPORARY P:(503)274-2010 w .4 F:( 503)274-2024 �R Q o CM OFT,G.ARO ��+� clr oFnGn Nwex�en V! ey,p.�pir THEODORE S-ME.P-E. C4�QppR THEODORE S.KTLE,Y.E- r d " 2" +TANDARD .... LL ! reei+r-winoRPw�R+r SMDDLE BLOCK Pueurvul�oeiArEiE rr W cc LL FTmW. .nPrµ>• JARNARI'2f,I561 �i n „ JANUARY 2011 BLLyNOFF X70 r o 0 v'.u.n..erar wn arc««mac d 4�C� 11 yy11 tyt�I�lf� 65 E: 16899.$8� lkyy 111 qx- -x-x-x-r-x- `-rSr __ 1 ❑ % m E:78,8074.98 N:S51680R6 ''-`-- ---- _ EI -- - - _ -µ- :rr_+i--R-r--•w-..-- =�.-w-.-.: J cv I 71jjy, 111 E:761607. JVifp,72__15t�- l _ y \ • --�r-��r�e%--�: M f \0\ N! E:7818 1j11i ,��----- --�_ yy \ \ \' yy �' L y y �, _T-_-*�_,�_ ,-„�x_,,..r-.-+�-- -...:-•,� _ ,r--_.�-+r �11,'11j1 ♦11 ; ^- �``\ + + - - + N:651533.64 N:65p 798.00 E:761605!.,W nary E:7616039.74 4 4 / I4 4y y \ \ \ \ y 1 >~ m o 1 r • 1 _�.� I 1111111 1 11 1.1;1:1' 11:1 iM410 M �ry +^� I�Ei661529 x~ \ yy \ y 1 1le _ o11 ' ' . / -T-_30 SIV:651772,92 1 i 1 :I: 'I;I. :I: I:I: :I:I:i:I. :I:I TiJ- .I:f:V:1 i 1. _ _:I: .�_ CONFLUENCE X111 yy 1+ ONTROL= + 1 +y 1\\ =,� _ ___ M ,� 11j1 :I:I. .1:1:1:1:1;1: .IY1;1:1:1. '1' • '�: '1;1. :I:I;I;I:I:I:I:I' .I:I:I: I. I I C� \ \ S STA 1+92=STA 50+00 1 1110 [ :I.•;1;1:1:1:I:I;I:I:I:I:I; I� :I" .1;1:1. ;I. ;1:1:1:1:1;1;1" .1:1;1:1: •;I I"I� IOINT#2 N 1 `\\ t \ \��• '�� '� _-�gZ_- m yy Ill�l 1111 [.I I:I. :I:I:I:I: ''r. :I:I: :I:I:I:I•. :I:I:I:I: .I' I:4 :I:I: �'.: ,f}`G.9 Y ---- - ¢ 11111 111'1 ''1 :I' :1:1:1:1:1: :I:I:I:I:I� •I.I'.T.`F�L.'�-I:I: :1:1:1:1:1:1. I:I' .1:1:1:1:1:1: .I'� 'I: :1a, ! \ \ N:fi51784.11A I {IIIA' { :x,511 :I PRQf1�$~EC7�tIGN1yLEHT y'` E:781599,.7'1 1111 I WETLAND 11dL4l ARY 111 ;;1,1; I'I;I;11:F?G17pP1.fl61 11111!1 r .I"I"I. 1'1:1:1:1:1",7.. ;�ilNR' "I"1:1:1:L1:1:1: :1:1;1: "1; I"I"I. 'I:I"I:1:1;1: :1:1:1:1:1."I_ I"I. :1:11;1 .I"I" + ♦+ ��' `'rSp,,,�'� STORMWATER OUTFALL 1 1 III ,I;I I. ;I:I:I" I;I:I"IPZSINT I. :I:I:I I:I:I I:I:I' "�``"I: :I: I:I:I:I:I_ :1;1:1:1:1. 5 :I:I: I: ••:I:I I:I:I: :1:1:1:1:1 I:I - -_ CHANNEL I 1111 111 - ,I:I :I: 'I: I: .I:I:I:I'I:I. I:k I:I:I' :I' 'I:I'" .I:I:I. I' I;I:RI:I:I'I:I:I: T' I:I:I: I"1: n:1:1-1: I:I:I" �Fs,85'7.'Ip9.86 _ _ ISg + + •, '\ 14:651787.56 '� i/!ri/li�li }y ;1: '1; :1:1 :; _ a �� .1:1:1;1; .11:1• o y :1; 1:1:1: ;1' - :1; ;..i.l I:y: :I:I 1:1. y a �� -__r5g «�� 1��-��o moi Vl } ;';::1:1-I:i:_:_1:1: _ Wof' �Z �-^ ^^^ _ ! /atir!!!� •7 .I- _ 1 v + o"- -I. + .I 1;1:1�1 p:l;i,�l'1: :T: '1;1}I: + ~+1tiA' l }� 851588.70 534.43 �-�e 1 1! SWI \ Sy1 N:51682.79 E•76+597495 '1-3 '- `y'. T'"1: :I: .I y I:+. I.I: 1 11 E:76159 9.18 4 \ 11 \ + fie%I 1 d _ •r--I ^ e \ N:651727.99 I¢:7815964.82 \ \, ^ "� _ • I o E:78,5971.81 N:851447.08 ET• E:76759563, 1 _ - 1 Its., 14 +81.7Ti ^tl \ 1 w Lr� E 645D54 43 n+ ' ,� 2 :.I I+1:1:1 1 1 •1 .1. `\� \� # 1 ■ �` i••1 m �y,� `� a r •- I i x .1 1 I I-I I. 1:OG I I-I" '1 \ \ 1 I 1_ °1 LM _r - + I + .e.l 1:1:1:#:I: :1:1;11 1 1:1: ! •fP C� 1 \ 4 ! 1 4 1 1 !'� r/'1 w 4� � � `e �' N:85P462.32 1 1_� 1 � E•761AOQ`,35 �� 1 4 L 4 +t 1 �, - �,q,,�/r �.�+_ • � �� - - -� - n�//•�- C `1 i__ - _ - - - CERRY LSE C CY15T1 _ NCL _-__ r N:65,27x$5` "1- ,:1 1 1 1 1 1 1 1:_ \ 1 1 r - - �_�^ 1 a MIE76,5ppdS6 :I:i.l I:Y;I' :l y ~+\, 411 1 3�� 4 + .$"1179.2 I - -� - �r=~~` ! +c-�_� - `,:--:7' - ?- - -I!•-I�1-1-1� 05117 in E 76 4, N'y � � �� 3-' 1[?c~x-><- l !/ r� -� _ _ c _c N: At,18- 1 - 1MM1 a _ �' _ _-�x-x fix` 1(f- -! - mo-- _- I 'n {r .1�1;�.�f�:�:�;1 1:1:1: ♦ # 4 1 97 >F"78�59 1]�- vA I =E � � + _ �I r- �J /! x� ■ r _ Y- ,g +I:I:I 1:1!1111+i4A�I 0 } �� '�! tt �^ 11 • m � �Y- - - �iN n � 'I:I:I;;;1;1:1"� # �� 4 4 1 + x\ u-- Y :I:I:I:I I1 1 rH N,61002,99 Z DERRY DELL CREEK ALIGNMENT TABLE: - 7__ FEATURE STA NORTHING EASTING RADIUS LENGTH +; � 1� + + + � J a "1;1 START 1+00 651837.74 7616098.85 1II + - I T: I:I:I. o LIME SEGMENT - 84.07 II v PC 1+84.07 651779.53 7616038.19 = W I 0 DERRY DELL CREEK, - CURVE - - - 43.6 56.04 k �. • I:I: .\ - - I FILL EXISTING . �� + ti, - - PRC 2+40.11 651727.96 7616029.69 - - CHANNEL N::: 149 r +� E:76115794.19 \ ` \ V, CURVE - 35 6L44 _ LL - PRC 3+01.55 651678.33 7616008.81 {/j 1 ` , lb CURVE _ 48 1183.32 PT 4+19.87 651587.85 7616004.88 - EXISTING 11 ANN L \o 1 LINO SEGMENT - - - 9.15 SEGMENT TO�REMAIN t PC 4+29.02 651584.45 7616013.37 CURVE - - - 45 113.95 \y y ARC 5+42.97 651498.85 7616006.77 , J y Q CURVE - - - 53 70.48 • 5o 2 PT 6+13.45 651447,92 7615965.73 - - PROPOSED CONCRETE BOX CULVERT, n + / / W W W W LIME SEGMENT - - - 18.36 SEE SHrrETS 9 AND 10 PC 6+31.81 651429,56 7615965.49 - �ti ill � � � W CURVE - - - 28 8.03 CONTROLPOINT Q #3 , 1 � Q W � PT 6+39.85 651421.62 7615966.53 - - SURVEY CONTROL TABLE 11.1 W Z 0 LINESEGMENT - - - 62.77 J d PC 7+42.62 651361.18 7615983.49 - CP# DESCRIPTION NORTHING EASTING ELEVATION ❑ Z = Q CURVE I - 45 79.15 1 IR RPC NLV 651721.82 7615982.09 148.36' " N PRC 7+81,77 651304,19 7615944.01 - - 2 IR RPC NLV 651455.41 7615997.67 151.78' ^� r CURVE - - - 55 103.95 PT 8+85.72 651227.73 7615898.15 3 EIR SCREW 651011.89 7615611.99 166•)8' SCALE PC 9+00.02 651214.59 76159LINE SEGMENT - - - 14.29 m 03.77 E o ]s 30 co F x p a CURVE - 55 12119 S. VIGIL-AGR1CJIIS SRS 1 INCH-30 FEET �, 879 SE Morllson SL s Suile 310 w u PT 10+21.21 651139.36 7615840.79 - - Parllend,OR 97214 x P:{503]274,2010 0 © a LI11�SEGMENT - 11.87 F:(503)274-2024 PC 10+33.08 651142.04 7615829.22 - - CHANNEL & FLOODPLAIN LAYOUT PLAN CURVE - - 58 64.67 PT/END 10+97.75 651122.18 7615771.15 - r m LL PAVEMENT DIG-dl1T 182 G4�10 ss r�� &REPAIR 30 �,�Q� _0 SEE SHT 22 FOR CURB RELOCATION 1 AND PAVEMENT GRADING Q► iii 1 STREET BARRICADE 192 17 � 1 _{'-f -' x- 1 INTERSECTION -x- 115+61.67=1+55.00 , \\ \, \, \, �, \\ j --♦ �♦ i i�rr JI BOARDWALK \ 1-4 I Ike 1 32 J �r -��riCr* �\ `l\ til \�\ ♦-� `1 _ _ \ \ � I �.� � -�-- -�- PE&EURLAN PATH 166 0 m -arm 160 rYj + �� y [ 6� ` \ ♦ -%.k -�- _� .�165 ._• _ 'Y'��y- --�.�'`_� I �] V w 1+95.88 ♦ ♦ ♦ • �� 4 t - - ,i� �. `� ♦ ! ►1 1 I GUARDRAIL /1-7 ♦ -_ _ __ _ _��_r -_ - w� ��■ ♦♦ 3 a • �__ -- '------------- �_ �`� ♦� �.- '� `. ��_ �- 1 7 1 i r i �� - f \I �� - _- -_ E� _ _� ill 1�_-_y � `♦ ♦� � �� -- `• � ■�7+ 7 �e 9 11' i yy � j � fit\ � � ♦♦` � `--�� yR \ ��-�� -' -1`� t `�• ti. I�\ I rte! � Ili ' y BOARDWALK ALIGNMENT TRAIL ALIGNMENT K1 !n w Il y yy I y� FEATURE DESCRIPTION STA NaDRTHIN� EASTIIWG LENGTH FEATU4TE STA NORTFING EASTING RADCUS LENGTH , 1 �\ O J START ABUTMENT 1+00 651438.35 7616093.07 START 10+00.00 651837.74 7616098.85 \\\\�,�� r �` ' �� Q 1 X182 LINESEGMENT - 55' LINESEGMENT - - - - 15.75 \� \� �\ \� �� Q W J PAVEMENT DIG-OUT \ \ \ \ \ I J LU a 8 _ l3 REPAIR 311 BOARDWALK PC 10+21.09 551779.53 7616038.19 - - ss 1+55.00 651435.15 7616038.16 \ INTERSECTION CURVE - - - 975 161.07 �� )< LINE SEGMENT - - - 40.86' - PT 11+70.66 651727.96 7616029.69 - - A BEN D 1+95+86 651432+76 7615997.37 LINESEGMENT - - - - 14.72 �� \I + I+LZ LINE SEGMENT 4.71' �� °� '� � �� - +- ♦�� 111 BEND 2+00.57 651431.81 7615992.75 PC 11+90.64 651678.33 7616008.81 - - ►� � ��1 1? 1 ♦�`�~\i r _ 'I `n �- LINE SEGMENT - 54' CURVE - - - 105 57.8 Ix�-ak nog JI III.1 I BEN D 2+54.57 651413.12 7615942.08 PT 12+48.36 6515$7.$5 7615004.8$ - - 1 + ! i I I 1 l r LINE SEGMENT - 4.71' LINESEGMENT 65.65 Ifs "II 1 }g •,{ ��` J W Q a BEND 2+59,29 651412.16 7615937,47 PC 13+14.01 651584.45 7616013.37 - r i� '1r ll �, �}� .-t J ❑ Q Z = 1��' LINE SEGMENT - - - 58.15' CURVE - - - 140 100.75 W W W 5 `+ I•! STREET BARRICADE 192 PT END ABUTMENT 3+17.43 b51408.77 7615879.43 + a W a PT 14 14.77 651498.85 7fi16006.77 � H H & N ft 17 LI N E SEGMENT - - - = 16.62 I� a W Q ❑ r1 .6 001. 50' I � PC 14+31.38 651447.92 7615965.73 W1= > Z gg CURVE - - - 25 15.29 • 02 � Q 31 = PT 14+46.67 651429.56 1 7615965.49 - - y L) 5 22 i I __-- -- �� r' BOARDWALK LINE SEGMENT - I y +? PT/END 15+74.67 651122.18 7615771.15 - - &w SCALE af N X 20 0 10 20 40F' VIGIL-AGRIMIS � r 1 INCH 20 FEET 819 SE Morrison St,Suite 310 0 m Portland.OR 97214 a 2 s P:[50.3]2742010 o sa 0 a TRAIL LAYOUT & MATERIALS - PLAN F:[593)2742!]24 w$ o c M �G 165 165 ........ ...... ................ ................. ................ ..... .................. .... ..... ................ ..... ............... ..... ................. ......... ...... ...... .... ................ ........... PSG 100-YR FLOOD PROPOSED BOARDWALK. EL=156.00 CROSSING EL=157. 0 ........ ................. ... ................. ................ ................ ....-............. ............... .... ................ ................ .......... .. .. ........ ..... ...... ........ ... .............. ........ ..... ........ ... ao co S � 160 C. N + 160 ............... ...... ................ .... ................ ..... .................. .... ...... ..... ................ .... ............... .... CV ......... .. ......m ..... + F........ ............... .... ...... ... ................ ... .... .. ................ .. �.. ....... .............. ..... ...... .. ...... ...... .. ... .. ....... ... ...+ ......... .. ... ..F. ..... .......N .. ..... .. I� .. ... �.... .... . . .... IL] Q N ¢ n sc N $ o a m ¢ w� m� ......... ................. ................ ............... ........ T ...... _ ............... ..... ■............ ...... ...... +....... .. ... .....N .......... ... ..-.. ..... .......LU ............... ¢� ... ....... U1 if.... W ¢ v V Y m- X 0) ¢ 155 ¢ m J 155 N + ......+ ■ rn Y� �p ...... .. .... m Wj. ... qW ...... p= L7 W.. .....................................� ..... N ¢ d' .. In. ¢ .. + II N II W^ Y w ■ m W J ...�I W W ■ J 0 W - -� . ...........p. 4 ¢ r �.......... .. �.� ........C7 W.. ��_�. + ¢ .............N ......... F ........... .. ....-............. N ...... m^ .. w .... W.......}.- ........ r L+'+ w e0 z II ..... ................y . ....... ............0. m II r.. C7w- - ........ m c Ln r O W II -_� wYY¢ - --- wQ .......... ............ c?............. II ..-.......... .......... .. .. ........ ..... .... ........ ! -.. .............. ........ Qpg'r w ..W m v .. '..- fn W - ... -8,,- ' 150 v �~ m W S=o-oo9 s ox .. 5. r LLI � a, � --- --- ■' -- �II J � ' S_. Sx6623 150 U Z W 7 W `0-0}} LL J C7 W S ........................ .... ........... ...... .. ...-............ .. ....... ��.f.....- C7 W.. sro.oaa �. . :r .. i......... � —v 4 i7 .....�...-.. .. p3$..-... ..... ........ . . ......... i C]HW t o 5= -Z2M - J ... 0,009 N s� 145 g� WATERLIN REPLA EME 145 !�a ............... ....... ............. f GCS TYPE 2 GCS TYPE 1 'SEESHT 12,. ............ ....... {� y �- GCS TYPE 2 STA:5+43,EL=148.74 STA:6+46•EL=149.62 4 N:W21"SAN =1146 R E V - .... .....�. ... STA 4+2fl,EL�147.18 ................ ..... ........ ............... ................. ....... TSP OF PIPE=146.88' .... ..... ........ ......... U GCS TYPE 2..... STA:2+4D,EL=i45.97 AVG CHANNEL SLOPE-0.011 FTIFT � 0 140 ! 140 N 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 ............ ................. .... .. ..... .. ............... .. ........... ... . ...... .. ....... .. ... ........ . ... ..... ..... .. ... 165 FIN H GRADE I 1 P5 J M - ..-........ -.. W i............. W V J �.............. .... m ❑ S I r....... .. .. LJ.I o N 100-YR FLOOD ..... j . ....... .... >- L ....... ..... LL LL ...... m c ¢ EL=156.00 r ❑ .............. ..........--..... ---.....- --- --- -- ------. .............. ... ..... 160 "' II w a II 160 L..} a co r a + rn 1 H l ............. ¢ ......... ................. Q� ... ...........-...... W ....... 11 .............. .... ....... ............... ...... ........ ... .. ... .. ............. ........ ... Y m m m STING W°. SNE T 1 0 D .. l� . E w c W II ° ..... G....DE..... .. w gds P� 1LE I �7 w mI�q. ......... .-. O 7 C7 LJIA ....... .............. _ GULVER i 155 W ■ c�w 155 J �� / r g s-o............. S�o.p1 ... �. J W Q❑ Q Z ... ....... g pU23....-.. ... .......... ....... ..... ... ........ ... .- ....... .. ........ ................. ........ .. ...... .... .- 3:p.01 .... LU QV/ - ry 2 W �I LWL r ^ W 150 S A:10+44,EL=1152.96 �.... 150 Q W Q 0 GC-5 TYPE 2 _ > 2 S TYP-2 ExISTI G 16" SEWER STA:11 4,EL=1'54.28 ❑ Z � a 5 A:9+00,EL=151 84 _ .......TO OF PI E=150 67' NEW 8'SAN SEWER Q (� TOP OF PI E=150,78' ' {/] 145 - 145 ................ ...... ............... ............... . ...... . .. ......... . ........ F FSA VIGIL- GRIMIS b .... ... ..-. L A U T W W AVG CHAN EL SLD O. 10 FTIFT I�CULERT SLOPE=0.017$FTIFT I AVG C NEL 819 SE Mardsm St.Suite 31 w _ SLOPE=0.010 FTI Poniand•OR 97214 Q a 140 140 P:(503)274-2010 o o a F:(503)274-2024 8+00 9+00 10+00 11+00 12+00 13+00 DERRY DELL CREEK REALIGNMENT - PROFILE HORIZONTAL SCALE:1"=30'(WHEN PRINTED 22"x34") FR VERTICAL SCALE:1"=3'{WHEN PFi9NTED 22"x34"} 1 fi5 165 �¢�G .._....._.._._.._..J............_ ............._._.._.____________ ----__ ._._._.._._.._.____._._._.._._.._._.._._ .. P13+17A3=EtEV='1W.55- ...........Z. ..------...................------._....._...............- --....._..............-------...._................_ ......... PSG v o C, �_ Lo r cn ........._.._._._....._........+ ...._.......II...._.................¢..................................................................._.................._......_........._............ .._...._....._..W _W_W .. _... 4 P + ._......... ._.................................. ....... r ..........................-PI1+OO.OU-ELEd-154.fi5 H II N .......�.... _...... N ...... .. n Z F � II... ❑p... 8 160 N ]- II II II F Q a S 160 N Y ICD C,j ❑� W a� N G7 Wp ._._._.._._._._O_._.. N_ a` W II........_.._._.._............_.. 2.......... _ W fn W W W ¢p Q p m II "!+, .. [i ....................._._........................ r...... as W 00 m ' 100-YEAR BASE FLOOD ¢ mr W p W w0 n s i 7 mm mrD ¢ II N 3 w II p 7 m o Ln w ELEVATION=156.0' N .....................N..._..p ._._._...._.V'.. ._...._.._._........._....._... .......................... u7 .. ... ...._._....._._.._._.._._._._._._._.._._._._.._._._._._._._.._._.._._.._. ..._..{.p �' W II _ w JI._._.. eq 0 Ll (9 Lu ...5=._..:..0°50._ a a S�VAO a. a -- --- c7w c7 Lu Lu - -.--._._._.._. ._._.._ m-._.._._.._._. ..._..a....._ _.._._.._._._._._._._._ .=O_. W II mr 07 Lu II N - - ._......_............... ............ �s=0.029 caw 0 W 15.5 z �� 155 W v m ' U !. -------- �__ --------- ------- ---------- --------- -- - 41 �" _..__. 2F —lu Lm ._._._._._._._._._. .....__._._........_..... _._.._._...._.._.._......... .. . ............................ EXISTING ______- _ X CHANNEL�— —`— --`—___- -- NEW CHANNEL ¢ "" 150 �� 150 ------------------------__-------------------------- _ ._.-...-..._._.._._.._._.._._._.._._.._....._....._._.._.._._........._....._......._._._.._._.._....._ o 145 145 W 3+00 2+00 1+00 0+80 J M EAST-WEST BOARDWALK - PROFILE HORIZONTAL SCALE; 1^=10'{WHEN PRINTED 22"X34°7 0 VERTICAL SCALE:1"=2', 5X EXAGGERATION w J CL 200 F PRAP - 5'x5'x1 DEEP TC= 154.45 MATCH EXISTING � 1 G= 153.95_ TC= 154.60CUQB AND GUTTER 1 G= 154.10 TRUNCATE A UTMENT — j, J Q 2 WING WAL TO 3,0'IN TH LOCATION 1.2' �L% , ________ ❑ Q 50'RAMS ON CURB - ------------ � W LU 0� LU W 154.22 _ � 2 i ~ N HMPf,PAVEMENT �� W I 3.6% _- --------------- - DEMO EXTG CURB W Q 0 + AC SAWCUT �� W H > Z j 154.30(existing) 10.0' Q 154.42(existing) 154.65 m M 154.39(existing) ESA VIGIL-AGRIMIS LL W b f7 r W C 839 SE fnlorrlson St.Suile 310 w It Ponlend.OR 97214 = d - SCALE P:[503]274-2010 0 0 a -- 1M F:(503)274-2024 0 2.5 - 10 BOARDWALK EAST END - GRADING ENLARGEMENT �� 04 LL � Ilk WHS TYPE 3.TYP 1 ¢J p { _ 3 FILL BORROW AREA, NOTES: - �- - - - ii I,j\1, \111111\\li;r-x-x-x-x-x-x-x- 28 SEE NOTE 3 EXISTING WETLAND 1 l _11 \ _tel I BOUNDARY GOti 1, STOCKPILE EXCAVATED TOPSOIL ONSITE FOR REUSE, 0 1 j }\\\'1\ 2, 1; 1 ` GRADING LIMITS,TYP _ - - - - _ GJ• 2. IN GRADED AREAS OUTSIDE OF THE NEW CHANNEL, a \\\ - - ------ -- _- - d pr7 ,�1 \\\\ 11 d GCS TYPE 2 1 r _-'s2, -KEYED 1718 3 ET' GRADE Tp fi'BELOW FINISH GRADE AND PLACE 0"OF Q 1 1 \\ 1 1 ry STA 2+40 26 - s1 ------ _ uEr TOPSOIL. GRADE TO CREATE A HUMMOCKY SURFACE ilf' i 11,1 \��11, Ild rW-- - --------- 29 �u TO SLOW THE FLOW OF SURFACE WATER. 11F f 1 1 1 }1 I I �O r'-�wETWE - 3, THIS AREA IS IDENTIFIED AS A BORROW AREA FOR I 1111 lull yli - .115a - 1 HET__ - m ❑ 1 l _ �� - BANK TREATMENT 2 l NATIVE BACKFILL TO FILL EXISTING DERRY DELL CREEK �� i Q ! 111 lil '�.' r• CHANNEL. CONTRACTOR TO PROTECT AREA FROIJu_= 1 cV :, 11 ` \ o TYPE 2 27 OVERLAND RUNOFF TO MAINTAIN SUITABLE MOI§TUR ,�yt�.'�rwu r� E THIS PlRFr4 LAST TU I CONTENT. __ 4 1TYIp . I . .s WHS TYPE 2 2 _ �CEEP WORK AEA ISOLATED } I I fi T � 00 I 1 C d. CONSTRUCT 15'LONGR 10'WIDE BASIN AT STORM PIPE FROMIFANNO CREEK 1 28,/ OUTFALL. BASIN SHL BE 2'THICKNESS OF CLASS 200 I N , � RIP RAP. cD "} I 4 TURBIDITY t Q MI H O o a 8 CURTAIN �l &WE jN CITY OF TIOARD 1 a I�� 1� 10355 SW WALNUT ST ��` 1',1111, 1}Ill = 1 : I : I . I :}\ I TREATM NT� 2 TL 7002510296 I I l 1 �- _ - - � `��`�-�1� � �I \\ t Ii'i 1 I l i'}II ilii,i t � �1 I �• 1 =!J : 1 : : I : I'at: I: : I' 'I I :II: ;II: ;II: :If: I•; g�,I' ?I�':h`I_:II: :I : I : I I ;I : IIV . 1 : I1- I : I : I . I I . l rte,0 1 OUTFALL CHANNEL 1 1 1 } r .�„y;\ • 1 ,11 IL 1 I : I : I : I : I : I : I`i : I 1 }TLifl: I : I : " I : I : I : : I : I` : I : : I : I : I : I : I : I . f �` V I \EL=144.57' I 1 _ - r � •,-� - - u� Lm REMOVE SMP PIPE IS�A�* z 4 TURBIDITY - ��ti 8 a CURTAINP^g� 41 cp =_- - Uy \ o o m :.� ti°f r rrfi rr i ifit�11j1,I I . I I ' �`�� ry '`''; _ -y '1�" l �~~ �Lr��- 111 BAN E4iAENT r► y 0 x BANK TREATMENT ` GRADING LIMITS.TYP \ 27 T- 41 u •. I 27 TYPE 1 1d N -' — — — — ��— — - T�-___ - I ►r �.� Lp Z WHS TYPE 5 4 c \\ WHS T CG 29 '1 rr! ti; _14z rr_ rf iilr REMOVE ^� cn SAN SEWER PIPE TVTOVE - 1..SAN SAN SEWER PIPE E ■��e, -4- *fir L f�"7�Fr-�� = -f a7-- _ __ �RRY IDE` ------ - -- - _ ��== �l Q J Z tih� 111 /t _ �- � _ _ ___-- yx'x x�X x_-'��X' ��• L❑i rt1 J _.' ST �R OLITEALL 5�� . t - V C N�SEE-QTL 3bhY- .� r f�I _ `1~ --1 _ ------ rf rr ! 0 J a f S�iT 25� ��hT-�3 x 1 1St--~ 1` - - rr jrr () C — _ + _ V O P CHANNEL AHI BASIN _ 1 _ J IE-�$5 7�� 1 MAURIGIO VILULLggOS REM011�E F�gBRIDGES PRIOR--------�S�'� SCALE" MOTE . 1 1Q985 SW CLYDESDALE PLACE TO FILLINGZING CHANNEL 2 FILL EXISTING~` 20 P 16 20 40 l- + ��-� l � `~�- n TL 3200 2s 1 03AA SEE DTL"QN SHT 25 - 2$ CHANNEL 1 INCH20 PEEP' r�� - iVn MIGIfEL VALE54l1EZ rf i 10475 SW CLYDESDALE PLACE _ ❑ N F} f = TL31002S103AA x TIMOTHYWEEf(LEY -i- / 164.50 SW CLYDESDALE PLAC J ' //f/J TL 330023IQ AA ... UJ 4- -• PHILIP E AND RACHEL E I W5DALE PLACE rl W i I i TL 1912 25 1 03AA OLU r 0yy !^ W a o o zJza a =) a N L) - STREAM, FLOODPLAIN & TRAIL GRADING PLAN 1 r ESA VIGIL-AGRIMIS p a 819 SE Morrlsm SL Suite 310 w Pordand.OR 97214 s . P:(503]274-201D o © v a F:(503)274-2024 ' 1 Y SEE"BOARDWALK EAST END NOTES: i -GRADING ENLARGEMENT" ' ON SHEET 22 1. STOCKPILE EXCAVATED TOPSOIL ONSITE FOR REUSE. �G 154.3 2. IN GRADED AREAS OUTSIDE OF THE NEW CHANNEL,GRADE TO 6"BELOW C FINISH GRADE AND PLACE 6"OF TOPSOIL. GRADE TO CREATE A HUMMOCKY '_--- ■+ y-_ Ifs 1 __ ;�� - -x r _x- *_x- SURFACE 70 SLOW THE FLOW OF SURFACE WATER. GD� x-- j 1 - ■1 tt ,■■ ■ ■ ■ ■t ■■ \ ■ \ '+ max"��-x�x•�x-x-yY-.x�rte.._ 3. GRADING PLANS ARE PROVIDED FOR THE GENERAL DIRECTION OF THE CJS I ■ryy -1 ■t ■■ 1■ '1■ ■tl ■■ ■■ \■ ■■ ■rc $ -�_ 'E� �f' �I j r CONTRACTOR. THE CONTRACTOR WILL ENSURE THAT ALL TRAILS ARE P _ \ t ■ t ■ 1 t '� I �t ■ t c, I CONSTRUCTED TO ADA ACCESSIBILITY STAN DAROS FOR TRAILS; 1 - �� It ■ ■■ '■ t, : t� ; ,sit ' + +. ■ ti■ ■\ r'- _�' k ' 5%MAXIMUM SLOPE I BOAkp JC t ■ ■ + - _ �r o ,' ® 2%MAXIMUM CROSS SLOPE ' I 1 157,01 j ■` t■ Ca'{� tij I ` rases ■�gr, e} ` 4. SEE CLEARING AND GRUBBING SPECIAL SPECIFICATION(S-32)FON WETLAND I II 1 3 15 1■ n� �^r -1' ! {\�I\ �� t ■■ �� ❑� -_ --- - p SOD REMOVAL,SALVAGE,AND STOCKPILING AREAS WITHIN THE FLOODPLAIN TOD 'TOD 156.0 _ _�� 1■y;�__ ■` ■■ �\ `--iV -_, -�� D BENCH AREA FROM STA 6+30 TO STA 11+50. 156.0 ` ■ ' I 1 ■ ■ �� -- -y ' Y 3.75 ■ 1 ■ ■ ■■�. � ■� ` -_ � L4E#�P�ITH ,f 250% ■ ■ l '� '�_•� - \k `-. --_ Y 56.0 � _; �� _ - _^ ' --� TQC 156.0 �- ■ I ■ _ -- ��,� - _ 5°/a� = __� I ti- .- _�� _ _ ■ r TDO Y l GCS TY 1 1 It ■ �■ 4 '-` - -�-- 1 1 rr1 158,D y �° STA:6+48 - _ _ �► 1 �� r►r 1 S 157.0 157.0 10 1 #TREA ENT 2 �� :� -_ _ - ►�'� ---_ w / w TYPE CA 29 cq �■��p ; I --I :I : I : I I : I . I I : I : I �I : I 7.90 '.` ��,� �� ----___- --- - _ -- �-�� ___ � ` __ �`��■ _ �� - ''� _ - -___-�-� 1 r ,' 'WHg E2 2 -- ------ _ p-`_ ��`�� _►�� s.� ► j i-- n Lm LLJ L 7� : I 1 : I I :I : I : i : I : I . __ _ - - '----------- _-_'-- -_~_ .p-;�ti� _ ��.��. �.-re �.� 11 ► 7 II • � ° LJJ 1 1 iy_ 1 _1 -I - I - I I - IE- ~~ , SD�IIpA�tY. FYP r 11g' •. ■ I • 1 i a $ 111 �l ,e . I : I : I : IIR S ZON KEYED LOG.TY 3 - ' • �� . _ �'+ �� ■ ■w • 1y f 9 a Y, ,� -�,_�., �1• �� I. 16 29 -�� ■ • . �. �� _ a�i moi. ■ ■1 ■ ■� i ! t /.�✓ 'o M 1 I 1 I : I : I : P. I . . I ;I I : I kt : I : I ; I : I ; � '� \■ �. . �. ,_ nL� . � � � � � • n -H y-� tr, _ GCS TYPE 2 1 '* ♦ .�- �`i 4,1 ■■ \ ■ \ N STA 9400 > WHS TYPE 1 I � I . .F � ■ ' � II Y � � : I: I : I : - E$I ; I : I: : I: I : I :IiWi�g _ ''' �\ ` rs�___ -_ `�� ;\ by � �' `\ ■t \■ '1 \ � ` I � I I _ :I : _I: I I: :I : I =TEhC-l~ ^~, r� �- -• t t ♦ �■ \\ ' • t ' i7l 3 6V 07 I :I : I : I : I: I :I : 'I : I : I: I : I : I ; I : I I :i`r-_ ` •. - 1 \ ■ � ■ ■ ■ SEE NOTF.4 _ _ `;fm �'' - ` }I ❑ �� ! : I : I : I : : I : I : I : I 19'4 �; 'll 11 11 • yy ! f o■ ■� } I ° , l ,- z I ❑ I ; I : I ; I ; I : I ' Is: l : 1 ; 1 , - ss t 1 1 • V ��--�t i�� F � � �� ■1 0 � � .. _ "i I - �. �l : I : I ; I : I : I . 1` � � 1 11 '1 / ' I I I 1 1 1 1 0� 2 Q _ .'� �. rf, � �■ � �n : I : I : I . 1•: I : I : I ; I : I : I ' I ' � 1 I I I1 11 _ �. 1 • WHSTPE2 2 1 1 1 1 1 sl Y° T Q J ��I ■� I ■' �� Ln �,. "^,�Lsi I : I . I . I`.'Q. ! 1 2s ---- - - 1\ 11 I 11 I j II j F, Z I '�L�� 'h' '>> •� 1 I + I " Lu a- 4%6 Q r ►-_ -C ■;'�a _ �� - I] : I: :I :I :!`�f I : �1 ■■ 11 1' / 1 1 a ' RCr J ' !v - �.■ a 07 014, _ ■ r i!' 1 ` . x-x-,4._ '• d Q 1 tLn _ ---- I-�,�, ��■ �� rl GRADING LIMITS, z LL u]■■ k : 4 . I f ; + J 7 I ;1 j 11 _ _ f 1 I Q 1 BANK TREATMENT �-tss_ *r� rl�� r� �D 1B. � � � \� REFER TO SHEET 9 FOR j � 1 ' I `� r IbY I 27 TYPE 1 _� ��- - Y � �W � � ROADWAY CULVERT I 1 I 1 1 'r�, LL - c- ■ 1 rl _I _ 1 GRADING PLAN I + + 1 1 1 - 1 0 2 J +� f 1 ■�- - r yry . f _ : I : f GCS TYPE 2 1 ❑ I I 1�1 I I W d a W 1 10+44 26 �_ I 1 f I 1,11 1 1 1 I W W } I : I - " ;�1 _ ❑ 11 111 ��1�'ll _ :e$- O158W 1A < >_ >- > 1 rss 'r-`�_ I . I I I : ❑ 11 I `I 111 ti 1} �� >_ >- W N 2 FILL EXISTING BANKTREATMENT --ate a I 1 / 1 11 1 1 J 1 ms's Q 25 DERRY DELL 27 TYPE 1 ` �� I : I : ss 1�_ +; 1 11 r i 11 1 1 Q x Lu CREEK CHANNEL + A l 1 1� Z d 20 0 10 20 40 ti.{. I - I SCALE 1 INCH=20 FEET ' -,8,--_■\`-k�=. - ^.j-'+ '; '; -_ ;�'��91 _ -_ {1] ' -��I-��r.� •�' F, Y� 1 1 1 111 II '}65»- } 1 WHS TYPE 1 , ��ib IT}� \�` �\ �� 1 1 j 11111 1 k 28 , 4 h� ti ■\ ■�`�_ ' �I� I {I,1 LLJ ESA VIGIL-AGRIMIS ��*Q;1 ��_- ��r757- ` fir d 1�- - �� a 819 SE Mordson SI,Sdie 31 1 ' f!} \ • 1 1 1 I �( y PoMaod.OR 97214 BANK TREATMENT ti` ��` �� 1■�` 11 SII 1 1 Ir �� o L P;(503}272010 27 TYPE 1 1 GCS TYP�2 t RPI 1 1 1 1 1 4'r r�f. W d F:{503}274-2024 -Al h 1 1 I 1 lyi, J f; - ; 28 STA 11+ '' ti ❑ ' r III I1 I�I ,b •�� o o 0 a •_ 1 I + io ce' �rs�.��,� �i m STREAM, FLDGOPLAIN & TRAIL GRAINING PLAN 2 0 G W (�J Z-J r�C' �G0\ P NEW ACTIVE CHANNEL VIQDTH FLOODPLAIN BENCH,WIDTH VARIES T MIN TO 8'MAX SEE GRADING PLAN ON SHTS 23-24 - EXISTING GRACE� ---------------------- �xad�m _ _ - — OW FLOW CHANNEL117 SEE NOTE 1I I _—III—I 111 ACTIVE CHANNEL y I I=III I I I I- � FINISH GRADE � DEPTH 1.5' S0 W UNDISTURBED NATIVE NOTFZ: UNDISTURBED NATIVE —III 1 � SUBGRADE 1. CONSTRUCT LOW FLOW CHANNEL AS A SMALL SUBGRADE DEPRESSION USING HAND TOOLS. LOW FLOW i BOT.WIDTH CHANNEL SHALL BE APPROXIMATELY 2"DEEP d 5 UNDISTURBED NATIVE AND 1'-2'WIDE. x SUBGRADE OR CONSTRUCTED C4 STREAMBED,WHERE SPECIFIED V DERRY DELL CREEK TYPICAL CHANNEL AND FLOG-DPLAIN CROSS SECTION Lm NOT TD SCALE u 2 r� 0 v � U) Z so EXISTING GRADE CONDITION V VARIES,REFER TO GRADING PLAN ON SHTS 23-24 FOR GRADING LIMITS AND FINISH W - GRADE ELEVATIONS COMPLETE BACKFILL WITH EXISTING GRADE J N A MIN 8"OF TOPSOIL � ---- n �-T�rT ------ --------------- ------------------------ oto Tr+�EAST MIN 19 O a — — — — — — — — DEPTH VARIES V L REFER TO GRADING PLAN ��LOpES EXISTING GRADE,WIDTH I—I LAND DEPTH VARIES -1 I I i I 1 1 aj UNDISTURBED NATIVE III— _ 0 N PLACE SELECT NATIVE BACKFILL IN MAX SUBGRADE — — — 12"LIFTS AND MACHINE COMPACT {APPROXIMATELY 85%MAX DENSITY � ` — AASHTOT-99} BOT.WIDTH Q N IL W C no ■ W N Q W ~ J Z a 2 TYPICAL EXISTING CHANNEL FILL CROSS SECTION �3 STORMWATER OUTFALL CHANNEL CROSS SECTION N U NOT TO SCALP NOT TO SCALE F ESA VIGIL-AGRIMIS ¢' W Sig SE 3 St,Suile 310 w Y O Panlend.OROR 977 274 c � = d P:[503]274-2010 0 0 x a F:(503)274-2024 <$ N IT 0 m = o TRANSITION TO I TRANSITION TO NATIVE GRADE 30'MIN 10'MIN NATIVE GRADE JG SEE DETAIL 2 I SEE DETAIL 2 TRANSITION TO I TRANSITION TO lC NATIVE GMADE 10'MIN 10'MIN NATIVE GRADE SEE DETAIL 2 I SEE DETAIL 2 j MIN 30'DEEP CONSTRUCTED FINISH GRADE Q STREAMBED <..;77.;...,- . FLOW MIN 18"DEEP CONSTRUCTED / STREAMBED \ �,,\ :A � °r��` ��. •� /\�//� r1�j FLOW `T; � m 5'MIN 3'MIN CONSTRUCTED CONSTRUCTED S STREAMBED \ r 'i /\�\ STREAMBED EXCAVATION LIMITS EXCAVATION LIMITS 2'MIN '�i r. /,/i�//,f 5'MIN- SECTM B—B' — TYPE 1 SECTION B—B' — TYPE 2 ' d x con (u EXTEND CONSTRUCTED FINISH GRADE ci LOW FLOW CHANNEL STREAMBED UP TO TOP OF PER PLAN STREAMBED FINISH GRADE 1'MIN WIDTH BANK AND KEY INTO BANK CONSTRUCTION BY TYPE 2-4"NATIVE 4'MIN PER PLAN �� u qB FINE MATERIAL V 1 gS W$� \� 18"MIN ° ❑ ❑ r NATIVE m= m STREAMBED IMPORTED CC E N TRANSITION ZONE{5'MIN) STREAMBED BOULDERS u MIN DEPTH-5'FOR TYPE 1 /\z MIN DEPTH=3'FOR TYPE 2 NOTE:TRANSITION LINE EXTENDS FROM THE PROPOSED GRADE OF 0 STREAMBED CONSTRUCTION TO NATIVE GROUND OVER TRANSITION LENGTH PER PLAN.TRANSITIONS CAN ALSO OCCUR FROM CUT SECTIONS TO NATIVE. UNDISTURBED NATIVE MATERIALPROFILE - CONSTRUCTED STREAMBED TRANSITION TO NATIVE GRADE 2 0 SECTION A-A' NTS W ui Z M J CONSTRUCTED STREAMBED NOTES: A' � UQ t PERFORM ALL SHAPING OF THE SUBGRADE TO THE ELEVATIONS,LINES AND GRADES,AS SHOWN. W = W } SHAPE,TRIM,AND FINISH SLOPES OF CHANNELS TO CONFORM WITH THE SUBGRADE LINES, w KEY IN ROCK l i/ •r I GRADES,AND CROSS SECTIONS AS SHOWN. ❑ ❑ 30'MIN WIDTHj��j� KEY INTO BANK 2. EXTEND CONSTRUCTED STREAMBED AS SHOWN ON SHT 9. Q 4'MIN 3. FOR CONSTRUCTED STREAMBED CONSTRUCTION,SEE SPEC SECT S45. Ex 4. CONSTRUCTED STREAMBED SHALL BE CONSTRUCTED WITH THE MATERIALS DESCRIBED IN THE 70P \\�� SPECIFICATIONS AND TABLE ON THIS SHEET. STONE FOR CONSTRUCTED STREAMBED SHALL BE PLACED TO MATCH THE DESIGN GRADE SHOWN ON THE PLANS. \\ �\ �� •. �� 5. PLACE STONE FOR CONSTRUCTED STREAMBED IN A MANNER THAT PREVENTS SEGREGATION OF TOE OF SLOPE g STONE SIZES.STONE SHALL BE PLACED SUCH THAT THE CONSTRUCTED STREAMBED FORMS A tx s'•' .. CONSOLIDATED LAYER, w ❑ N 6. DO NOT ALLOW FINES TO BUILD UP SUCH THAT ANY OF THE SUBSEOUENT LIFTS OF STREAMBED J Q B ;; Ff STONh.WILL REST UPON FINES. J 0 Q z FLOW ❑ 7. WASH IN FINES TO SEAL STREAMBED AND PREVENT SUBSURFACE FLOW.CONTINUE TO WASH IN W W � LU C i.� FINES UNTIL WATER PONDS ON STREAMBED AND DOES NOT IMMEDIATELY INFILTRATE AND TO ❑ N G CONSTRUCTED STREAMBED THE SATISFACTION OF THE RESIDENT ENGINEER, LJJ 8. PLACEMENT WITH HAND TOOLS MAY BE REQUIRED TO FILL VOIDS WITH FINES AND REDUCE a/ CL V] > TOE OF LOP J SUBSURFACE FLOW. ■ a w ❑ Q / CONSTRUCTED STREAMBED MATERIAL: J TOP OF BANK d \� ❑ Z \ \ FILL MATERIAL SIZE RANGE(DIA`) PERCENT BY WEIGHT LARGE COBBLE 6-12" 33% SMALL COBBLE 1.6" 33% _ ; = W ESAVIGIL0)-AGRIMIS W a b A GRAVEL AND FINES 0.003-3' 33% � 819 SE Morrison St,Suite 310 Ponlend,OR 97214 _ PLAN P:[503]274-201D F:(503)274-2024 "DIAMETEK MEASURED ALONG INTERMEDIATE AXIS. GRADE CONTROL STRUCTURES — TYPE 'I & 2 LL NTS �G INSTALL LIVE STAKES T�� / RANDOMLY AT APPROX&D.C. SLOPE- / GO TOP PCJ 10'COIR LOG,TYP PLACE COIK LOGS ALONG OF PLACE DIAGONALLY FROM . INSTALL LIVE STAKES �� / \ \� TOE OF BANK,MAX 7D' SLOPE \ / RANDOMLY AT APPROX 3'O.C. TOE TO TDP OF BANK � i \ ,B'O.C. � / SECTIONS,OVERLAPPING IN � DOWNSTREAM DIRECTION OF UNDISTURBED SLOPE` , \ � y:' NATIVE SOIL I OF SLOPE , FINISH GRADE _i r SLOPE /� UNDISTURBED PLACE COIR BLOCK WITH / - MI _ � .� NATIVE SOIL � FABRIC ATTACHED ALONG I FINISH GRADE _ TOE OF BANK - SLOPE CONNECT 10'SECTIONS PER v MANUFACTURERS U INSTRUCTIONS � n COIR LOGu B ROLANKA BIOD-ROLL 30L INSTALL LIVE STAKES u i SECURE FABRIC IN COIR RANDOMLY AT APPROX 3'O.C. .0 W$ TERMINATION TRENCH COIR BLOCK WITH FABRIC ATTACHED, ROLANKA BIOD-BLOCK 12-300,OR EQUAL m# COIR LOG.ROLANKA BIOD-ROLL 30L + N VIII =1 I I' _ SECURE COIR BLOCK NRTH UNDISTURBED NATIVE _III 18"WOOD STAKES AND "w/ SUBGRADE LIVE STAKES � UNDISTURBED WRAP BOTH LAYERS OF FABRIC -I - �'�w NATIVE SOIL 0 AGAINST BANK SECURE WITH 44 EMBED HALF OF COIR LOG AND SECURE r WOODEN STAKES SEE DET 3 WITH 18"WOOD STAKES AS r � TRENCH AND EMBED RECOMMENDED BY MANUFACTURER �J HALF OF COIR BLOCK BANK TREATMENT ENT TYPE 1 2 BANK TREATMENT TYPE 2 z NTS NTS uJ N Z F- Q H mWLLI ❑ w DIAGONAL CUT 2X4 J w FINISH GRADE J . 0 Z LU LU LU LU Lu 3" ❑ N I I I wci� cn IIII II SEE NOTE 7 I I I WOOD STAKE NOTES: Lu 0 • ■ W H J Z a I I I I. LONGER STAKES MAY BE REQUIRED DUE TO SOIL ❑ Z = Q l I I TYPES AND MOISTURE LEVELS,STAKE LENGTHS TO ■ N U I I BE APPROVED BY DISTRICT PRIOR TO PLACEMENT. Ij J 2. ALL STAKES SHALL BE CONSTRUCTED FROM 2X4 LUMBER RIPPED DIAGONALLY. x r ESA VIGIL-AGRIMIS J W as W s 819 SE Morrlsm St,Suile 310 00 z Y O Ponlend,OR 97214 = d WOOD STAKE P:[503]274-204 c o 0 F:(543)274-24224 3 NTS N 0 � o A TOE OF BANKO THALWEG TOP OF BANK \x< \�f X� 30 DEG MIN y tl G",� / `�r �`, -� CHANNEL SPANNING LOG PIER LOG 5 WHS NOTES-. /��f KEYED LOG ' ALL EXCAOVA71ON GS IAF POSSIB LL BE DRIVEN E INTO DAM GING BLUTHOS R ED UTILITIES. SHARPEN ENDS OF LOGS WITH A CHAINSAW o OF GT I AND DRIVE SHARPENED END INTO THE GROUND AT THE 00 S eMaED 113 11 .��ANGLED PIER LOG ANGLES AND BURIAL DEPTHS SHOWN IN DETAILS. I �, l 2. ALTERNATIVELY,LOGS SHALL BE INSTALLED BY G ----- - ~------------------ 1 EXCAVATING A TRENCH,PLACING THE LOG,BACKFILLING, _ AND MACHINE COMPACTING BACKFILL PER i FOOTER LOG L PIER LOG l 1 SPECIFICATIONS. PIER LOG#2 PIER LOG#1 1 1 r c KEYED LOG#2 KEYED LOG#1 1 i 30 DEG MIN U A PLAN � � N � PLAN ANGLED PIER LOG o KEYED!OG $ is -' � p MACHINE COMPACTS PIER LOG PIER LOG PIER LOG $0 7$ NATIVE BACKFILL LIVE STAKES KEYED LOG CHANNEL SPANNING LOG o FINISHED GRADE E =V O — — — — — — — — — — — 4'MIN .-r < - 6" IN 1 PROFILE OF EXISTING --Y - - ` — — — — i ; ;vvd DITCH BOTTOM FOOTERLOG {TO BE FILLED} ��gEp Olt,A13 Op I Q SECTION A-A' ! p W .w' SECTION C-C' a U) LIVE STAKE,TYP WHS TYPE 2 (CHANNEL SPANNING) 3C KEYED LOG#2 KEYED LOG#1 NTS PIER LOG#1 D KEYED LOG FINISH GRADE 213 EMBEDDED 113 LOG LENGTH ��' ��ti MIN LENGTH OF 3' COMPACTED NATIVE FILL w ❑ >� I�/ + 3'MIN J Q 2 - --------— KEYED LOG ��!' �� Lu W � W LLI 2I3 EMBEDDED 4'MIN - _ -r/ M1 PIER LOG >. >- � W 213 BURIED w �/ N SHARPEN END OF LOGS WITH �J J 0 FOOTER LOG ti; CHAINSAW AND DRIVE INTO Lu 2'MIN— 1 j ' SOIL WITH EXCAVATOR ., W ~ J Z d 8 I 'j 1 EXISTING GRACIE ❑ Z a ai `PIER LOG#2 _ i WEDGED LOG SECTION D-D' {I] U 1 WITH ROOTWAD SHORT PIER LOG "WEDGED"BETWEEN 213 BURIED KEYED LOG AND PIER LOG PLAN p' SECTION 6-B F' ESA VIGIL-AGRIMIS p W a b 819 SE MaF lsm St.SuIL-310 w _ O WHS TYPE 1 (BANK) 3 WHS TYPE 3 (FLOODPLAIN) P:(503),O-2010 o U P:[503]274-207D ' F:(503)274-2024 �.-- NTS NTS c LL co a� ;N 0 �G PIER LOG EXISTING OR FINISHED GO�� GRADE,PER PLAN p� _ ----- �d KEYED LOG _ —— 213 EMBEDDED KEYED LOG 213 EMBEDDED ��`fDr BURIED MIN 213 LOG LENGTH � 3'MIN UNDISTURBED NATIVE SOIL w rc c 4'MIN - _ ; ` PIER LOG PIER LOG ,-' '`~ ~ ; ; 2!3 BURIED SHARPEN END OF PIER LOG 2!3 BURIED SHARPEN END OF LOGS WITH AND PUSH INTO PLACE IF POSSIBLE CHAINSAW AND DRIVE INTO SOIL WITH EXCAVATOR CIO PLAN U SECTION D-D' 7 �HS TYPE 4 (KEYED LOG `e I PIER LOG BRACING) TTS LONG v = Lm 2 C!� ci NTS o =o m# 04. d U " o Q) 04 RUNOFF DIVEMSION LOG, J WEDGED BETWEEN PIER LOG AND EXISTING TREE Q EXISTING OR EXISTING TREK LU ~ ---_-- -- FINISH GRADE OR LOG PER PDL PIER PER PLAN MIN ELEVATION=153.5' LOG ANGLE TO VARY SO THAT MINIMUM BURIAL PIER LOG z DEPTHS ARE MET 213 BURIED Uj a --- -- ----- fI 113DIAMETER MIN 1e ' + NOTE: BURIAL DEPTH ( 1 f 1, PLACE CUTOFF LOG BETWEEN w IED Maly EXIS-ANG TREES AND/OR PIER ala LOG UENOTH I LOGS AS SHOWN ON PLANS TO J o a Z g154t '/ RESTRICT LATERAL MOVEMENT LU LU � LU LU 1DURING HIGH WATER. 2. ANGLE PIER LOGS TO LIMIT VERTICAL MOVEMENT OF ~ ~ LV it DIVERSION LOGS DUE TO N > BUOYANCY. LU. ■ W t= J Z 0 QQ 3 KEYED LOG4 WHS TYPE 5 (CUTOFF LOG) cn v NTS NTS x F ESA VIGIL-AGRIMIS J W 819 SE Morrlson St,Suite 310 w z Y O Panlend,OR 97274 = d P:[503]274-2010 0 0 .4 F:(503)274-2024 IT 0 1 Q'MIN, J A3"CLASS"CAO —OR— 3'CLASS"C AC ONS"OF 314"-D J �— 295 I LOPE TO STREAM COMPACT&S7ERILI79 SU EG RACE FABRIC MAINTENANCE ACCESS S MIN. 2 V2",kc, - 4"DF P.C.C. ON 4"OF 314'-0 --- --- - �— 2%SLOPE TO STREET F � 4"A.C. y �- FADRIC �VV� PEDESTRIAN PATH OR BIKEWAY Lm NOTES: r/`� V o I.CONCRETE SHALL BE 3000 P.S.I.AT 28 DAYS,6 SACK MIX,SLUMP RANGE OF 7 112'.3" v B G r7�fY : 2,CONCRETE PANELS SHALL BE SQUARE,314'DEEP SCRIBES AT JOINTS 6 FEET APART, _o g EDGED ON 4 SIDES AND HAVE A LIGHT BROOM FINISH, 3.FABRIC 70 6E A WOVEN GEQTEXTILE(AMOCO 2006)OR APPROVED EQUAL. _ — 4. COMPACT AND STERILIZE SUBGRADE. n V v CITY OF Tiravn •� - � 0 -EG THEODORE S KYLE,P.E. + Rf6EHAHCE ACCESS DR o°m.Xn ru:Ariwi�a eiu°�"araxr ��,:� JANUARY 2011 PEDESTRIAN/BIKE PATH 166 r J EXISTING PAVEMENT DIG OUT REPAIR SAW CUT OR GRINDING Uj J pip aaao=po pip DD000po b Deee b ea D p0 BDo AS O p0 opfle AGGREGATE BASEROCK ve e0 o�po0 ge e8 aOo LL COMPACTED SUBGRADE r LOCAL STREETS: $ AC-B"CLASS"C'ASPHALTIC CONCRETE, AB-4'(1-11'1"-0")AGGREGATE BASEROCKW ❑ co OR J AC-S"CLASS"C ASPHALTIC CONCRETE -j 30. o a 2 Uj LU Uj UJ MAJOR COLLECTOR STREETS: ❑ LL ` L W AC-9"CLASS"C ASGREGA ' ;CONCRETE, [t ,� A _ AB-4' -117-d')AGGREGATE BASEROCK Q, LLLWLLL Y, 0 rI ozJQa. F�I v& NOTES: 1_ JUINIL, ': uE TACK AND SANDED try TH SITUMINUS ASPHALT EMUL510N.. af Ix ESA VIGIL-AGRIMIS x4 X 2. ASPHALT.'LACED IN MAX.3"LIFTS EACH COMPACTED TO 92%LAIN. 819 SE Morrlso St.Suite 310 oW0 z Y yoil Parllend.OR 97214 s d P:[503]274-2010 o w 0 .4 F:(503)274-2024 �R N CfI1nGAA➢ XO scnLe O Wo R6UJN TXEODORE S.4.KYLE,P.E. tt288 Dmm_ PAVEMENT DIG-GUT w P , cre �� ANu4RY 2011 AND REPAIR 182 x LL X $ c�7 o r7 JLL 1 `� % UL .11c Ix II I Ilk I 1 ► I I \X1 `� 11 Il I ■ i i `` i r\�Il l j ! 1 ■ �� I I 1 OUTSIDE FACE _ °r� ~ `~� `} III I p I ► ► `� I I OF ABUTMENT E Ila 1 L I slLl� -IL_ ti\ I+k--------- I .I STA 1+00.00 I ff I 1 I I BOARDWALK OVERLOOK 1 1 2 II BOARDWALK 1 `1 I15+75 m I 32 ` f l I I ! + 1 BEND32 ----------------I ---------- .... ..... ! ! f - I I 1 JYOrte .. .. I ! 1 G r' ti` Ab BOARDWALK 118 ►. •" - _ - _ _� \ `...... * _� + I I HN�ONg'C s5 OUTSIDE FACE / I I I j 11 ! BEND 32 + f 1 5d'I�O OFABUTNIE T R �`�� ` j► I ' 1 0 1 _ r I _ _ JJ ~,START:T00 OP �- _ > I 1 I I SII --- 1 _- ••-• `~ I --- T -- 1 I-T t✓` 1 r_f r�IL _JL ~~ ALv �11L_ s�4 ss f ss I ! 1 I I 1 f y^1 PN:2+OOS7 PI:1+95M ss ss m 37 ss m Y ii II I .r• ss + { 11 SW JOHNSON ST .. ss�� -F ' o o ... JL ' r�JL• u—�l�ss _W_ ~~~~~~-...... �Jlk j , ,`� - _^ 2 ix 1. J , � - �' 6 m So� CORNER CONNECTION � - g..w e��w � a.w + +�� J I— � �� a M 33 -TYPE - ! m 1 {00[ I , I I ! PI: 59.2B PI:2+5457 — -__----r--- J + �� .�•'a. •y�t m H 5� -n'-w - Ilk- 00.1 r g ■ j 1' I % I j�I ' - r.'n ---- ::w - g w y 3�- C.ORNER CONNECTION a ► jll I tlhlny/3+17.4y ' alLc �w e"" AL_ �J1L -.ally+------ I -TYPE 1 33 �E !! Illl I % ' %it -•e'w g,K i---- 1 I 1 r / `� 0 N -�`�`---- J � ► 1111 I I ' ',!�I � a..w _- �----1--� 1 �aT lr --_1--------------- 3'-104" �' OVERLOOK 2 J Ijll %j 'll` I AL �ilL �� ►1 - �� I B CORNER CONNECTION i 1 C010ER CONNECTIONYq Pk i 33 i J I �e 111 ' ! 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I DECKING OR9ENTATp'JN- ❑ Z J QIL 22 31 NOTE: OV`ERLOOK 2 Q U F�I IA SIR 1. PIN PILE SPACING 10'O.C.UNLESS OTHERWISE INDICATED ON PLAN. V� W 2. GUARDRAIL POST SPACING 5'O.C.UNLESS OTHERWISE INDICATED ON PLAN. 3. GRADING PLANS ARE PROVIDED FOR THE GENERAL DIRECTION OF THE LL CONTRACTOM. THE CONTRACTOR WILL ENSURE THAT ALL TRAILS ARE z CONSTRUCTED TO ADA ACCESSIBILITY STANDARDS FOR TRAILS: _ 5%MAXIMUM SLOPE E SA V I G I L-AG R I M I S M SCALE 2$6 MAXIMUM GROSS SLOPE , 819 SE Morrlso St.Suite 310 w 4, SEE SHEET 3fi FOR STRUCTURAL PLAN. Panlend.OR97214 s 20 0 5 10 20 . P:(503)274-2010 o w v a F:(503)274-2024 �$ 1INCH-IOFEET BOARDWALK PLAN 6i [K.-N r o CO go [+7 M 0 L 4 - �Go� P 4,�.. 3 32 4.. ----------------- 82° 82° U-104-4 Lm 2 3'-52" 7'-0" v 7'-82" � .. 98° 10'-0" 98" CG O w 2'-3" s PLAN PLAN y a W O� BOARDWALK BEND 2 BOARDWALK OVERLOOK 1 5l NTS NTS 0 Q M W m N V Z 8} 8x6 POST NOTE: UJ co � Wa � TOP RAIL AND 8'-0"L 4X12 DECKING 1. SEE SHEET 37 FOR STRUCTURAL DETAILS. J W Q a W W CAP CONNECTION 4x12 BEAM W W g 6x8 POST M 4X12 BEAM y W "541 � � WN ❑ a SW41NLESS STEEL 3& 4x12 DECKING �y CABLE RAILING,(TYP.) . W ~ J 2 d G)CONNECTIONIXBOTTOM POST CONNECTION 4](12 BEAM,(TYP.) 31 4x12 BEAM V SI& 1" 6'5" ---x PIN PILE FOOTING (2)BOLTS,(TYP.) s &z EXISTINGIFINISH GRADE ESVIGIL-AGRIMIS r 'm a b 819 SE Morrlso St.Suite 310 oW0 Ponlend.OR 97214 P:[503]274-2010 o w v .4 F:(503)274-2024 3 BOARDWALK SECTION 40 POST CONNECTION Na NTS NTS g o p H!Y7 M 3 2X10 CAP(ANGLED 20 DEG) C), 33 33 LAG SCREW TO POST Q' 2XV CAP(ANGLED) ° I I 01 3 2X6 TOP RAIL -- °I I o °1 2X6 TOP RAIL 33 v -- 1 , ci 6X6 POST ° CABLE RAILINGS 2X10 LUMBER CAP GUARDRAIL (ANGLED 20 DEGREES) cn 33 ELEVATION ° (2)LAG SCREWS �q (COUNTER SUNK) 6x6 LUMBER POST -- -------- 2X6 TOP RAIL 4 2X6 BOTTOM CARRIAGE BOLTS,TYP. 2X6 BOTTOM RAIL 33 RAIL a (COUNTER SUNK BACKSIDE) == V FINISHED GRADE OF DECKING FINSHED GRADE 6X6 POST w c ° ° °l OF DECKING == u u CABLE RAILING T p v Lm 2g 2 $� — 32 POST ATTACHMENT a g` 'a o GUARDRAIL ELEVATION2 GUARDRAIL SECTION3 TOP RAIL AND CAP SECTION cl ' NTS ANTS NTS J r PROVIDEY4'SPACE Q V� q BETWEEN BOARDS Q J 2X6 BOTTOM CABLE RAILING ? AND TOP RAIL FASTENED IN Q W ami 6X6 POST r 4X12 DECKING I17 Cl W CABLE RAILING 6x6 POST,(TYP.) V FASTENED IN 6X6 POST 3 6X6 POST 3"MAX, 2X6 BOTTOM AND TOP 33 i 6X6 POST CABLE RAILING JL = (TYP-) � �� RAIL FASTENED WITH{2] 3"MAX,(TYP.} 8 y FASTENED IN BXS POST CARRIAGE BOLTS,TYP. _� r-OUNTER SUNK u J CABLE RAILING nd CABLE RAILING BACKSIDE) FASTENED IN Q iiLU 6X6 POST,(TYP.) Bxs POST —i W d Q W CABLE RAILING FASTENED IN 6X6 POST a W �/ W o g0 2X6 BOTTOM RAIL N "5 2X6 BOTTOM AND TOP 2x6 BOTTOM AND TOP RAIL ` W a$ RAIL MITRED AT CORNER, r w of N z a (2)CARRIAGE BOLTS,TYP. TOENAILED ON Tf:MITRE DECKING FOR SYMMETRICAL MATCH AT BFNDS Q W a (COUNTER SUNK 4X12 DECKING, Wt= Z N OTCH ED TO BE 9 2„ r' BACKSIDE] /--\ --\ WITH 6X6 POSTS FLUSH GUARD RAJL AT BOARDWALK BEN D Z Q �31 FINISHED DECKING 7 Q U Ml 1�"MIN TYP SURFACE SIR 4 NTS N W PLAN PLAN LL 1% BOTTOMRAIL CONNECTIONCORNER CONNECTION - TYPE 1 CORNER CONNECTION - TYPE 2 ESA VIGIL-AGRIMISM a b G 819 SE Morrison St.Suite 310 wC4 � 0 Y J L7 Ponlend,OR 97214 = n NTS NTS NTS F:(503 274-2010 o A u .4 N$ 2024 NOTE:FASTEN CABLE RAILING TO POST AT EACH DIMECTION CHANGE AS INDICATED w w Ao , a� H• ■ O \'+ ----------- EX SAN LINE -rd BE REMOVED D SCALE 50 0 25 50 100 0 I INCH 50 FEET F ExSAN MH CONC. PLUG (TYPE.. IXIAN a'�.N., M"V. 141 #;MH•8240TO RIM 161 -- 2 T E.I E W IN NW..I.E 5,� IN N.W.,I.E.1 U.� BEGIN CONSTRUCTION TREE To BE-YP) 2c TSE.I.E. STA 01 75 EX SW.- REMOVED (T rXEOOE'XGQMH #14370 IN IVE CONC. R N E_W 11 PLUG C%NST sm 50 .1. 1 0ROL /DIA MH- IN N..1.E M EX�SAN,MI,11� END CONSTRUCTI 24-IN SW..I.E. C. 0 NW #6MH 8240 MM 1��0.5 ABOVE z L6 PIM 167 STA+E6�. 12+09.73 ST OUT N E I v-our 4 t,,c 95 WINWJE M.� REMOVE EX,MH �21081 CONC.WING CONST. STA. 46DIA MH S TVP.I EX. SAN MH & LINE %k_ EX SAN MANHOLES AND LINES TO BE TO BE ABANDONED 9 ABANDO ED IN PLACE e ........... /)_N-PLACE 0 CR EX sm."i e�6 CIA SIGN ------ 30' WIDE EX CITY MM 154 W, GREEK fiF 6 OFTIGARD ESMT. YkNNW It IWST 824011 1 1 1 zJ W OUTS.E.I E 1OW STA 1+58.16 MH f59511 S CONST. STD. 48' DIA MH EX.,SAN LINE TREES (rep) EX WDOD I Td BE REMOVED FOOT BRIDGES— W,c - - ------------ TPA all F 4 CD ff�IN 153 L _ '•' 7 r� �J - i.. 24 GONG. VB nim BE, PLUG (TYP) ff OUT 153.29 CAPPED INACTIVE T EXSM.MH wm� j PLUG (TYP) 'p- I 225 US OF MH2 ±tj§MH 824013 Mm 15�w I IT CAPPED INACT)OE j • I RIM 157 m I-E 1 STA 3+91-98 ACIVEE E::!N,9 E.I E 14D W W O�N W. E 4&49 TREE TOB d' MH B24-02 CONST. STD. 48' DIA MH I (��) 0 �VE INKS.I E 1413� • 0 REMOVED -84-9e-�"9+16.615 Pi-uG Y N.W..1.E.,413.59 Y Jj0r"""gCCT7)NST- STD- 4-8' DIA M MH 824015 ACTIVE a CUT ft W..140 1 a —JOHNSON ST. STA 6+00.72 I REMOVE EX MH #58923 N11 #SMH 824022'* CONST. STD. 48' DIA MH cu SANITARY SEWER LATERALS KEY NOTES: cu END CONSTRUCRON 2+34-1S W!,gR STA44=1W CONNECT EX,SEWER LATERAL TO NEW LINE WITH 1-5 LF OF IV'PVC STA 12188,91 1�+0933 W TREE TO BE VO. REMOVE EX MH #21051 DEN . 01JR8 ST. 2+4216 - DIA MH REMOVED (TYP) J 10 STA 044204 CONNECT EX,SEWER LATERAL TO NEW LINE WITH 114 LFOF4"PVC CON 48 STA 6+90.40 z ELIMINATED•LAT WAS HOT ACTIVE., MH 824 1 NM 166 4y WIN 0.1 E 10 Iw MH '524020 CONST. STD. 48' DIA MH LU ff Our F IE STA 8+77,48 ... ........ ...... STA41w�CONNECT EX-SEWER LATERAL TO NEW LINE WITH x19.5 LF CF c PVC REMOVE EX MH #57065 PLAN STA 12+08.34 4+4502 Fp,sP 55 CONST, STD, 48" DIA MH .. ... ..... TA 0+00 SCALE; 1"-50' H L TA�CONN ECT EYL SEWER LATERAL TO NEW LINE4+97.02 U- STA CONNECT EX,SEWER LATERAL TO NEW LINE WI[TH 6 LF OF V PVC LU C) N P '0- •n 5+9072 COMMON SERVICE LAT(108W&10365 SW JOHNSON ST) + + STA4+"46 CONNECT EX,SEWER LATERAL TO NEW LINE En 0 I-GGIAN&CZ ELIMINATED-LWAS VAS NOT THE FIE &XA + > a STA 9+77.98 W 1 1,17 4W-1xJa CONNECT EX-SEWER LATERAL TO NEW LINE N z w L, 06 z 2 STA 10+42.86 < z z STA'.-...-' 4=CONNECT EX.SEWER LATERAL TO NEW LINE + w LU LU z 0 C + F- z LU z z '61 D 'U, ------------- _j EX GROUND < WLp 0. V)z z - -------------------- z z lo C) -------- ----------------------- ------------ -------------r-- ---- 150- -------------- IMPERVIOUS ZONE i 50 Z -- SEE DET I SHT 16\ LL LU U) 293.07366-12 LF, 12' PVC C-905 0 0.0022 zi z LU LU LU 187,08 LF,-Lq=20- D.I.P. 9 0.0010 89-68 LF, 21' PVC 208,75 LF, 21' PVC 0 0.0010 zF 39.18 LF 00,0010 233,51 LF. 21' PVC O.OGIO ❑15BLIB LF� 24�' PVC @ G_0010 (n 0 12'.PVC C-905 LU LU 0 0024 - w > 14e 20 +40 W < 0 r v) r- Wt: W Y) M .0.9 0 (L LU -�Ifdl II w 11 3: In z > zd:1P < wc�v w D E W < —i < am 0 Q 2 v- II io En w 1-1 LZIJ 0.0 do_ 61A, In C2-t v z r z 0- NiNp c'4 --8 • Y + z W 0 4 �-6 LLP IN Wo 4 V) IN 0 co m'A N No m w F- eq fAF Im C4 ,M:p CID M N IN a WWW Uj 3: -H .0 130- www pzq z w d N Z 8 E 9� z M :E w Q 0 0,-- (8 r� ❑ -+30 z 0 4 D + 0 w + jk 1-1 =1 .�qw Uj WW +�2z www + z, 0 M W W t� - �!w t2 EC 0 U11 C) C) V7 z z RrA y z 13�3� Y w 11 11 Z mz z z z 2 z z 3�?r ff1 L9 w 0 F ow UJ Xx.A. W w D 0 00 0 ww w 0 Rcww i! 0 ww w D tw U 7 M rk! z Q*tn 0 0 22 to 0 2 Z Z CD x(i Z z U C4 ozz Ir 001 to X 0 z z txcjgww ozw z x 0 U) Ya, U, x IL CLASS 'A' BACKFILL CLASS '13' BACKIFILL CLASS 'A' BACKIFILL ❑ PROELE STA 0+00 STA 12+08.34 0 SCALE; 1'-50' H, 1"-5' V ,0 12& 13-00 12f5D 12100 JJ50 11 fIDID 10 50 10t00 J50J008+150 8t 7)50 7t J50 JOID J50 5+100 4t J00 3+150 3t 2)50 2+100 1 t 1 100 J50 0+,00 -0 a rQ P.T-Ax[7 DECKING & (Tyr.) 1 j a 8 A4 ac SG \r ❑ J P.T. 7n ................... ...... PAT 10 a ss P-T.4X17(TTP-) r PATH � S 776.1 6 4 AY 96 8G Z. 'P - . ;;;;;;::::::. i :.' ' ! t;,;,;,;,;;;;;;;; � . I I:: :. XB I AB !I] PLAN NOTES U .VIM % . INDICATES 3YO SCHD-40 PILE `I (5 KIP CAPACITY N; INDIC El LOGE REQUIREMENTS USE COVER CROS B CING a VERTICAL Ate' A PLAN f GRtl55 BRACING BETWEEN fi_ f lV �/ PILES (6)TOTAL V _ CONFORM TO THE INTERNATIONAL BUILDING CODE(l B.C.),2010 EDITItlIJ,A5 AMENDED BT THE G SCALE'..+4+_..•_®. •r �m�n STATE OF OREGON. FDOTING BARS }" 35 INDICATES CONCRETE z ABUTMENT-SEE DETAIL 5152 V D TEMPORARY CONDITIONS: CONCRETE AGGE$SORIE3 G THE CONTRACTOR SHALL BE R€SPONSIBLE FOR STRUCTURAL STABILITY DURING.CONSTRUCTION. PERMANENTLY EXPOSED EMMrDDED PLATES AND ANGLES SHALL BE✓♦dT'OPPED,GALVANIZED 9 1 INDICATES LjX}X}4 THE STRUCTURE SHOWN ON THE DRAWINGS HAS SEEN DESIGNED FDR$TAEN UTY UNDER THE ANAL AFTER FABRICATKNy UNLESS OTHERW9E NOTED. NO LOADS OR WELDS SHALL BE PURGED ON 7 HORIZONTAL 6FtAGf CTTP-7 ��LY�11 j]q of... CONFIGURATION ONLY. EMBEDDED PLATE$OR ANGLES FOR A MINIMUM OF T PAYS AFTER CASTING. r/l C}0)TOTAL tl DESIGN CRITERIA STRUCTURAL STEEL: 0 DESIGN WAS EA9EP ON THE STRENGTH AND DEFLECTION CRITERIA OF THE 2010 INTERNATIONAL STRUCTURAL STEEL SHALL BE ASTM A-b,AS NOTED. TUBES SHALL BE ASTM A500,GRADE B V BUILDING CODE IN ADDITION TO THE DEAD LOADS,THE FOLLOWING LOADS AND ALLOWABLES CFT•46K.51) PIPES SHALL BE ASTM A501 OR ASTM A57,GRADE B. DESIGN FABRICATION AND WERE USED FOR DESIGN. ERECTIO I4 SHALL BE IN ACCORDANCE WITH THE -AISC SPEOACATIO I FOR THE DESIGN, a FABRICATION AND ERECTION OF STRUCTURAL STEL FOR BULOINGS" BOLTS SHALL CONFORM TO —l� _ FLOORS: THE ASTM SPEGIFIGATiON FOR A30T BOLTS. WELDING SHALL CONFORM TO THE AWUJ} S CUES FOR T1 1r'f�II{]I BOARDWALK 60 PSF LL ARC AND GAS WELDING IN BUILDING CONSTRUCTIONi WELDS SHALL BE MADE USING Elaxx ELECTRODES AND SHALL BE 7116"MINIMUM UNLESS OTHERWISE NOTED. WELDING SHALL BE BY AWS — --A REFERENCED SOILS REPORT VATED:JUNE 17,701 3.BY FOSTER GAMBEE GEOTECHNICAL CERTIFIED WELDERS. PREQUALIFIED WELDING PROCEDURES ARE TO BE U5€G,UNLESS AW5 MIGROPiLE$CAPACITY 5 KIP(LOWER VALUE) O LAUFICAT4ON 19 SUBMITTED TO THE ARCHITECT PRIOR TO FAIBRICATICN. _ ALL STRUCTURAL STEEL SHALL BE HOT PIP GAILY ANZEP WITH G10 COATING�POWDER GOATE➢ _ ! BLACK a WIND 100 PSF - EXPOSURE B $G DRIVEN PIN PILES: SEISMIC DESIGN WAS BASED UPON THE FA.LOWING STRUCTURAL PILES SHALL BE 9GHEPULE 40 STEEL PIPE. DIAMETER SHELL BE 3"DIAMETER PIPE. — SITE CLASSIFICATION D,55 c Y14,SIF}54 OF G- PILES SHALL HAVE A CAPACITY OF 5 KIPS. AS REFERENCED IN THE GEOTECH REPORT DATED — — R=3.0 JUNE 12,2013. THE PILES SHALL BE DRIVEN THROUGH THE FILL WHERE ENCCUNTEREP AND I c I-0 EMBEDDED A MINIMUM 15 FEET INTO UHD€PLYING NATIVE SOLS OR REFUSAL ON!aEDROCK — MATERIAL GEOTECHNICAL ENGINEER TO PROVIDE SPECIAL INSPECTION DURING PILE INSTALLATION. — Q SUBMITTALS" IF DRIVEN PIN PILES CANNOT BE PROPERLY INSTALLED IN LOCATION$NOUN ON PLANS, `I_ SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FAESRIGATICN AND CONTRACTOR SHALL MOVE PIE INSTALLATION LOCATION HORIZGWTALLY FOR A SECOND CONSTRUCTION REGARDING ALL STRUCTURAL ITEMS,INCLUDING THE FOL I OwFN.: INSTALLATION ATTEMPT AS INDICATED BT OWNER'S REPRESENTATIVE. U n A)CGNICRETE MIX DESIGNS 5)CONCRETE REINFORCING SAWN LumuER: C)STRUCTURAL STEEL SAWN LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU OR WESTERN WOOD PRODUCTS ASSOGATOON GRADING RULES. ALL STRUCTURAL LIMBER TO BE PRESSURE TREATED. r INSPECTION LUMBER SHALL ESE THE SPECIES AND GRAPE NOTED ESELOW: /� SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR SHALL aE PERFORMED FOR THE .0 [I} FOLLOWING. FS(P91) I. CONCRETE CONSTRUCTION USE GRAPE (BASE VALUE) /fes 2NS . STEEL CONSTRUCTION i WELDS !•-I� }. ANCHORS-ADHESIVE DIMENSIONAL LUMBER 6. PILE$BY FOSTER GAMDEE GEOTECHNICAL C2"TO A"THICK) DOUGLAS FIR-LARCH NO..2 al5 1 BEAMa15TRIN5ERS DOUGLAS FIR-LARCH NO..I I}50 `I P.T.4X12 PECKING CONCRETE: (TTP.) CONCRETE WORK SHALL CONFIRM TO CHAPTER 26 OF THE UNIFORM BUILDING COPE. CONCRETE POSTS DOUGLAS FIR-LARCH NO.1 1700 STRENGTHS SHALL BE VERIFIED BY STANDARD 2a-DAY CYLINDER TESTS PER ASTM C}s,AND I` U SHALL BE AS FOLLOWS: J a �J ABSOLUTE mATER-CEMENT RATIO BY WEIGHT Z O ALL LUMBER IN CONTACT WITH CONCRETE DR CMU SHALL ESE PRESSURE TREATED UNLESS AN _ _ F'C(psi) NOW AIR-ENTRAINED ABR-ENTRAINED USE APPROVED BARRIER 15 PROVIDED. FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL _ f 5 3,000 .Sa .A6 AL USES UNLESS O Q BE MANUFACTURED BT SI11P60N COMPANY COR APPROVED€QUAL)AND OF THE SIZE AND TYPE SS W z d . SHOWN ON THE❑RAWNGS. HANGERS NOT SHAUN SHALL ESE SiMPSON HU OF SIZE RECOMMENDED OTHERWISE NOTED FOR MEMBER. ALL FRAMNG NAILS SHALL BE COMM[k•NAILS AND SHALL BE OF THE LIZ€AND 6 A Z NUMBER INDICATED ON THE DRAWINGS HAILING NOT SHOWN SHALL EE AS INDICATED CN CIBC 36 >- W a o HIGHER WATT EM€NT RATIOS THAN SHOWN ABOVE MAY BE USED IF SUBSTANTIATED IN TABLE 7}-1-0. BOLTS AND LAG SCREWS SHALL CONFORM TO ANSUASME STANDARD 815.2.1- — — — ACCORDANCE WITH AGI 3Ia-55,CHAPTER D. MINIMUM CEMENT CONTENT PER CUBIC YARD SHALL 1791. ALL BOLTS AND LAG SCREWS SHALL HE INSTALLED WITH STANDARD CUT WASHERS. GUTTING L) BE A9 FOLLOWS, AND NOTCHING OF JOISTS AND STUDS SHALL CONFORM TO UBC 7376.9 AND 2326 ANP 2326.11.2,1i Fo C(PSI) MINIMUM CEMENT PW PER CUBIC YARD ANP 10. Q ❑ J � 3.000 410 Les. `:':--- W o REINFORCING STEEL' ---------------- ----------------- REINFORCING STEEL SHALL CONFORM TO ASTM A615,INCLUDING SI,GRADE 60,FOR DEFORMED PATH BARS AND ASTM Aia5 FOR SMOOTH WELDED WIRE FABRIC(WWF),UNLE59 OTHERWSE NOTED. REINFORCING STEEL TO ESE WELDED SHALL CONFORM TO ASTM A106. Q N BARS IN BEAMS AND SLABS SHALL BE SUPPORTED tlN WELL-CURED CONCRETE BLOCKS OR Z m APPROVED METAL CHAIRS,A9 SPECIFIED EY THE CRSI MANUAL CF THE STAND PRACTICE,MSP-1. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH TINE "ACI MANUAL OF STANDARD v p M W G W PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES,"ACI 515- SHOP DRAWN56 SHALL H 0 W CZ7 Y 7 INCLUDE ELEVATIONS OF ALL BEAMS AND COLUYINS SHOWING 5AR LOCATIONS. LAP ALL ® ry+ ITj W a REINFORCING BARS AT SPLICES 36 DIAMETERS,WITH A MINIMUM LAP OF 1a",EXCEPT AS NOTED. O O O U Q MECHANICAL$PUCE$NOTED ON THE PLANS SHALL BE DAYTON BAR-GRIP SPLICES OR APPROVED¢tlTH A CURRENT ICSO APPROVAL REPORT. REINFORCING STEEL SHALL HAVE PROTECTION AS FOLLOWS: RS]]CQ7,'UH ENGINEERING,LLC LO CD s[rcnT>3t et_w W a) W TIGARD Qa _073)_. x M ° M a 4x17 DECKING 41112 PECKING WALKING SURFACE-� .{V� \\f' ` P.T.4x12 BEAM P.T.6x17 BEAM 2�,7 OR 4X17 P 9111. rA - P.T.BEAM BEYOND L}xj]¢:HOR17 NIJCR-617 OR ❑l CROSS BRACE 1 HJCG7-417 a SIM. 9G C4)WO THR1 BOLT5 SKEWED WHERE REQ'D r _ PJ P.T.4x12 BEAM 1 - 174 6� HUCO-417-SKEWED 1 , #4 vERTICAL AIS" 114 NHERE REQ"D 1-3xgx114 . _ �`. III O.G. UN 3'HOOK H 4 Cal =1 4 � m I I7M12>14'THK.BASEPLATE O GAILY.THRLL-50LT q HELD DRILL III I=- ea III=111=III=111 Lgx}x114 —1;• 5"0 SCHED.40 NLP - s w (4)94 EARS 7 y°0 x 6"STD.PIPE HgBlz SLEEVE Cz.ae"CATER 0] ®x u 1 PILE GAP DETAIL W0 GAILY.THRU-BCLT 1 TTP. 36 'SCALE:I`=1'-0' t►] & f3F2lDGE WING WALL SECTION U (7)%°0 THRJ BOLTS 36 5CA-:I^_ -e" .+••I 04 BAR 6" S'PIPE SPACER allH AG PAHNG41 -1 1— III—III—III—III—III—III—III—III—III—III—III—III —I P.T.6x12$EAM � %70 x 6°LAG SCREW $ n HORIL BRACE r.i-7x12 YCOPE TO fITAROINIP 6X 7 BEAM y n m (2)%'0 A.B.[OPTIONAL f 4 Y U POST INSTALL MECH.ANCHOR] • ■ — EACH SIDE a '6' P.T.2X6 PLATE Hyl -I -I W1'"0 A.U.0 17"O.C. IL}Q 4 BOARDWALK SECTION El Y 1 a 'a ■4 9TIRRlJPS 012,OC . . \� x 4 3'fRCM EACH EWE I'-6'WIDE x I'-0"PEEP = — (2)■S BARS RIP RAP FOR SCC1}R TOP I BTM. PROTECTION _ — _ \—L5X5XY4 CROSS BRACE VIII IIII = J z S4 0 X 6"STD-PIPE 4441 5 KIP PN PILE {n SLEEVE(2-66"OUTER 0) 3"0 SCHEDULE 40 PIPE CR09S BRACE BEAM DETAIL J W1PL V4'X 6 M 6—'1 (3.01"INNER 0) 3P SCALE: TTP-(7)PLACE5 G ` M LU NATIVE 9C1L � � � w F— ❑ 2 ABUTMENT SECTION 6"WING WALL 11]1 •4 BARS C.vERT- •4 BARS B 12'O -HORIL 5 KIP NN PR-P BELOW 3'0 SCHEDULE 40 PIPE C7]%'0 THRu BOLTS (2)'li"®A.B.[OPTIONAL (3.01'INNER 0' L3x3XY4 40RIL POST INSTALL ME".An CARR) TYP.(2)PLACES CROSS BRACE P.T.4x12 BEAM[TTP.) P-T.7MI0 RAIL ATTACHED Wl .(12)TOTAL (NO BRACE Y SIM.) ` (2)Wo 8.9.LAG SCREWS P.T.2X12. 16M4M�'•X B'-8" �] d 'EACH SIDE.(a]TOTAL ... .. .. r.., �CZ] °0 O.S.CARRIAGE BOLTS J ❑ 5o L rLarE Q Y"5-s.CABLE 1.4"O.G. BI Wl O 0 AB./I lZ°Or a TYP. -a - Y'PL,EACH 51DE 114 W [] z P.T.2x6 4.x6 POST P � 4 e I'�'Ml'�'xh"BABEPLATE::�Z P.T-4x12 DECKING SEE LANDSCAPE DESIGN n V J 51MPSON PTT2Z.S.S. • W 0 TO PLANK BOARD (2)Y.'0 5.5.CARRIAGE BOLTS UX3xY 2 W CROSS BRACE S(. g g 8 r-OUR WAY CONNECTION DETAIL P.T-4x17 BEAM 4x12 BEAM .7G P-T.4X17 SEAM C CZ]}z"6 5-5.THRU-BOLTS x � yc� 7 W 0 CD1F�y WW S 0W 6 0 O O 0 Q 3 GUARDRAIL DETAIL 5 ABUTMENT DETAIL RUnrn�r ENGINEERING,LLC 5CAiE I"='.'-n" 5CAiE I"_''-©' rul se mwatetva d Q! I LLO 36 3E PTIGARD a� -�a sµ�. ,� M M a