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PFI2018-00003 CITY OF TIGARD PUBLIC FACILITIES IMPROVEMENT PERMIT COMMUNITY DEVELOPMENT Permit#: PF12018-00003 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Date Issued: 01/11/2018 Parcel: SEG2488 Jurisdiction: Tigard Site address: Subdivision: Lot: Project: Clean Water Services Project Description: Storm pipe and water quality facility improvement Owner: FEES Description Date Amount PHONE: Contractor: PHONE: FAX: Applicant: JADENE STENSLAND PHONE: 503-681-3662 Total $0.00 Please sign below to indicate acceptance of conditions and return a copy with the proposed work schedule along with names and contact information of responsible parties before beginning work. Permittee/Applicant Signature: ,(, Issued By: Special Conditions(See Attached) Note:THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY Conditions for PF12018-00003 Type: Condition Name: Status: Severity: PFI_Utilities 01 -WORK SITE REQUIREMENTS Applied Notice Applicant must comply with all applicable provisions of federal and state law, the Tigard Municipal Code, and the terms of any agreement with the City of Tigard regarding work to be done pursuant to this permit. PFI_Utilities 02-WORK SITE AREA Applied Notice The work area and approach roads shall be maintained in a clean condition, free from obstructions and hazards. The spreading of mud or debris or storage of materials or equipment of any kind upon any public roadway is strictly prohibited and violation shall be cause for immediate cancellation of the permit. The City may at any time order immediate clean-up and suspension of work to accomplish clean-up. PFI_Utilities 03-WORK SITE EROSION CONTROL Applied Notice Prior to starting work, effective and approved erosion control devices must be installed and maintained meeting the Clean Water Services and DEQ requirements. The City may at any time order corrective action and suspension of work to accomplish effective erosion control. PFI_Utilities 04-WORK SITE REPAIRS Applied Notice Disturbed landscaped areas shall be restored or replaced. Existing signs, pavement markings, mailboxes, etc. shall be reinstalled or replaced,with like kind of material. Obtain City approval of restoration work. PFI_Utilities 05-TRAFFIC CONTROL SPECIFICATIONS Applied Notice Applicant shall provide traffic control according to the current edition of the"Manual on Uniform Traffic Control Devices [MUTCD]for Streets and Highways", U.S. Dept. of Transportation, FHWA, current edition, American Traffic Safety Services Association [ATSSA], and Oregon Temporary Traffic Control Handbook[OTTCH]. PFI_Utilities 06-TRAFFIC CONTROL PLAN Applied Notice Submit a job specific traffic control plan. A copy of the approved traffic control plan shall be readily available at the work area. Traffic control devices, flag persons, etc., shall be in place prior to initiation of construction work and shall be effectively maintained. PFI_Utilities 07-TRAFFIC CONTROL ROAD CLOSURE Applied Notice Public roadway shall not be closed to traffic, at any time,without obtaining written approval from the City Engineer. The applicant is responsible to provide 48 hour advance notice of traffic flow disruptions to affected businesses, residents and area wide Emergency Services: 503-629-0111 (Tigard Police Dept., Tualatin Fire& Rescue)and to 503-962-8140(Tri-Met) and 503-431-2345(Tigard School District)and other service providers impacted by such closure. PFI_Utilities 08-TRAFFIC CONTROL PROPERTY ACCESS Applied Notice Access to existing properties shall be maintained at all times, including normal delivery service and mail service. Obtain City approval of any access closures. PFI_Utilities 09-TRAFFIC CONTROL WORK HOURS Applied Notice Work is permitted in daylight between the hours of 7:00 a.m.to 7:00 p.m. Mon-Fri unless otherwise authorized by the City. PFI_Utilities 10-TRAFFIC CONTROL LIMITED WORK HOURS Applied Notice Hours of construction work on collector and arterial roads will be limited to 9:00 a.m.to 3:00 p.m. unless authorized by the City Engineer. Work will not be permitted on collector and arterial roads between 3:00 p.m. to 9:00 a.m. unless authorized by the City Engineer. PFI_Utilities 11 -TRAFFIC CONTROL MODIFICATION Applied Notice The City reserves the right to add to or modify traffic control requirements as necessary to effectively control traffic and to assure public safety. PFI_Utilities 12- UTILITY NOTIFICATION Applied Notice Oregon law requires following the rules adopted by the Oregon Utility Notification Center. Said rules are set forth in OAR 952-001-0100 through OAR 952-001-0080. Copies of said rules may be obtained from the Center by calling 503-246-1987. If you have any question about the rules, contact the Center. NOTE: Damage to utilities shall be corrected at the permit holder's expense. PFI_Utilities 13-UTILITY LOCATION CONFLICT Applied Notice Applicant must verify all existing utilities for both vertical elevation and horizontal location prior to start of work(pothole before digging if necessary). Should conflicts arise and redesign or relocation of facilities be necessary, it shall be done at the applicant's expense. Changes must be approved by the City in advance of work.Applicant shall coordinate the work with affected utility agencies. PFI_Utilities 14-TEMPORARY PATCH Applied Notice A temporary hard-surface patch shall be placed on trenches within roadways at the end of each work shift. Obtain advance approval of patching method. No trench shall be left at any time in an un-safe condition. Applicant is responsible for and is liable for hazards or damage resulting from the prosecution of the work. PFI_Utilities 15-REPAIR OF EXISTING FACILITIES Applied Notice Work under this permit shall include repair of existing facilities(roads, ditches, etc.)as may be necessary, as determined by the Inspector, to overcome deterioration or damage which occurred in conjunction with the work authorized by the permit. Corrective work shall be done at the applicant's expense. PFI_Utilities 16-PRECONSTRUCTION MEETING Applied Notice Before initiating any construction activity,the applicant shall coordinate with the City's inspector, <Insert Name>at<Insert Phone#>,to establish a preconstruction meeting. PFI_Utilities 17-NOTICE TO COMMENCE WORK Applied Notice The applicant shall notify the City's Inspector twenty-four(24)hours prior to commencing work, prior to any staged inspection, and after completing work covered by the permit. PFI—Utilities 18-PERMIT/PLAN ON SITE Applied Notice A copy of the permit including a Certificate of Insurance, and all attachments, and a copy of the approved construction plan and all amendments shall be readily available at the work area. All work shall conform to the permit terms, conditions and provisions and to the City approved permit plans, and approved plan amendments and to the City's standards and specifications and to these General Conditions. Changes to any of these must be approved by the City, in advance of work performance. PFI_Utilities 19-MONUMENT PROTECTION Applied Notice Existing monuments, property corners, and survey markers shall be protected. Replacement shall be at the permit holder's expense. PFI_Utilities 24-EMERGENCY CONTACTS Applied Notice Provide to the City inspector, in writing, the names and 24 hour emergency telephone number of two(2)persons who have authority to resolve problems,take corrective action and, in general,will be responsible in case of any emergency. The applicant shall notify the City Inspector, in writing, of any/all assignment changes. PFI_Utilities 21 -OTHER Applied Notice RECEIVED JAN 04 2018 City of Tigard CITY OF"HGARD PUBLIC WORDS —ENGINEERING PLANNING/ENGINEERING Public Facility Improvement (PFI) Permit TYPE OF WORK DESCRIPTI N OF WORK(in the right-of-way) TYPE 1-1~rru�lchise Utility Work Check one: Utilities ❑Sidewalk/driveway approach ❑Street performed by NWN, PGE improvements Detailed description: Storm pipe and water quality and/or utility agency. facih!y improvement ❑ TYPE 2—Sidewalk/Driveway/Sewer \York performed for the purpose of: • Sidewalk installation or repair. • Driveway approach installation Property address/location(s): �2Qj-,(] .�W with Tin�rd, QR 87224 and/or repair Durham WWTP ' • Sanitary sewer lateral installation and/or main line tap El TWE 3—Full scale Development Applicant: Jadene Stensland Work performed with Land use Address: 2550 SVV Hillsboro Hwy approval wluch includes any of CAVstate: Hollsbaro, OR Zip: 97123 the following: Phone: 503-681-3662 Email:stenslandj cleanwaterservices.org - Subdivisions or Partitions Contact naive: Jade_ne Stensland Phone: 503-6 - ainl 81-3662 - Street widening Mainline • ��Iine installation for Sanitary sewer, Storm sewer,Tigard water Contractor: Clean Water Serviee5 and/or Tigard Nater Service Urea CCB#: Expiration: Address: 16060 SW 85th SUBMITCOMPLETEDAPPLICATIONTO: City/state: Tigard, OR Zip: 97224 City of Tigard u r»g/Errgi�r eeri ug Phone: 503-681-3662_ Email:stensiandj� PIaucleanwaterservices.org 13125 SW Hall Blvd. Contact name: Gabe Sohler Phone: 503- Tigard,OR 97223 Applications for"initlor work in right-of-way" Engineer: Jadene Stensland; PE only rna}=be emailed to: rowpetmiis@tigard-or.goy Address: 2550 SW Hillsboro Hwy City/state: Hillchnro OR. Zip: 97123 _�y_._ � Phone: 5013-681-3662_ Email:stenslandjQcleanwaterservices.org case No.: T/—i�2D� —X493 Contact name: Jadene Stens-land Application submittal fee: $ E Additional fees:$ Estimated value of work is required(if over$5,000): 0.00 Application accepted: i (within the public right-of-way) By: Date: 114, 5 Application reviewed: Is work related to a LAND-USE DECISION? ❑ Yes 11No LA.--" f sj. lkDate: If so,please specify (MLP,SDR,SUB,etc.) case#: Applicant notified: Is work related to a BUILDING PERMIT? ❑ Yes `(No By: Date: If so,please specify(BUILDING PERM11)case#: f:\ENG\PermftApplkat{ons\pfl_appllcatfon Rev.12/16/2016 City of Tigard • 13125 SWIM Blvd. - Tigard,Oregon 97223 «x«utigard-or.gov • 503-718-2421 - Page 1 of 4 i i APPLICANTS NOTE: Person specified as"Applicant"shall be designated"Permittee"and shall provide financial assurance for work,if required by the city pursuant to TRIC 15.041.140. * With the exception of a utility operating pursuant to a valid franchise with tic City of Tigard,when the owner and the applicant are different people,the applicant must be the purchaser of record or a lessee in possession with written authorization from the mvner or an agent of the owner. The owner(s)must sign this application in tie space provided or submit a written authorization with this application. 1:ntncliised Utilities are not required to obtain the owners signature on the application BY SIGNING BELOW,THE APPLICANT(S) SHALL CERTIFY THAT: • The above request docs not violate any recorded deed restrictions that may attached to or imposed upon the subject ro er • If the application is granted,the applicant will exercise the rights granted in accordance with the terms and subject to all the conditions and limitations of the approval. • till of the above statements and the statements in any plot plan,attachments,and exhibits transmitted herewith,are true;and the applicants so acknowledge that an),permit issued,based on this application,may be revoked if it is found that any such statements are false. • The applicant has read the entire contents of the application,including the policies and criteria,and understands the requirements for approving or denying the application. ' 1 2 ;. 1LC-CG� i ' c. ,�. � � �z= 2-0Z-U CXpplicant/Autlaorized Agent's signature Print name Date SIGNATURES of each owner of the subject property,if required. de ol-, I A-/tJ ad 6terl a Y\, IT C C--ki Owners signaturc Print name Date Owncr's signature Print name Date Owner's signature Print name Date PUBLIC FACILITY IMPROVEMENT PERMIT City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov 503-718-2421 • Page 2 of 4 DURHAM ROAD STORM WATER OUTFALL 'D' WATER QUALITY FACILITY CLEAN WATER SERVICES PROJECT NO. 6859 N � SHEET INDEX 4179„LA woes sT NORTH PLAINS NO TITLE BANKS1 COVER SHEET 4 CEDAR 2 COMPREHENSIVE,DEMOLITION,TREE REMOVALMILL l .1 AND TREE PROTECTION PLAN ' HILLSBORO 3 STORM-1 PLAN AND PROFILE PORTLY 4 SWALE AND STORM-1 PLAN AND PROFILE 5 EXISTING STORM-2 PLAN AND PROFILE ST - g FOREST 6 EXISTING STORM-2&SIDE SWALE PLAN AND PROFILE > - GROVE ° x WCST N7 SWALE AND STORM CROSS SECTIONS PROJECT SITE 415 .• . 8 FLOW SPLITTER MANHOLE,WATER QUALITY MANHOLE, e .f 2N AND MANHOLE CONNECTIONS DETAILS VFp-Y +o W 9 OUTFALL BEDDING,DISSIPATION PAD,FLOW CONTROL, o GASTON 3 DOUBLE INLET STRUCTURE AND PIPE CROSSING DETAILS 10 POLE CROSS VANE DETAILS TIGAR 11 EROSION AND SEDIMENT CONTROL PLAN 12 EROSION AND SEDIMENT CONTROL DETAILS PROJECT 3TTE 13 PLANTING PLAN AND PLANTING TABLES 14 PLANTING NOTES AND DETAILS TUALATIN 15 DETAILS p 16 DETAILS y Ile VICINITY MAP SITE MAP MS NTS SITE WOfMMTiON 8A3ED ON GM QUARTER SECTION MATER 4721.TUD 28113eAD0°00 L 2S113900°°Otl W UTILITY LOCATES(503)232-1987 GENERAL NOTES w 48 BUSINESS HOUR NOTICE PRIOR TO EXCAVATION = 1.CONTRACTOR SHALL NOTIFY CLEAN WATER SERVICES PROJECT MANAGER(503-681-3682) lo.ALL EXISTING UTILITY LOCATIONS AND DESCRIPTIONS SHOWN ON PLANS HAVE BEEN COMPILED N AND INSPECTION DEPARTMENT(503-881-3617)48 BUSINESS HOURS PRIOR TO START OF FROM AVAILABLE RECORDS AND/OR FIELD SURVEY,CLEAN WATER SERVICES CANNOT OREGON LAW REQUIRES CONTRACTOR TO COMPLY WITH RULES ADOPTED BY CONSTRUCTION AND COMPLY WITH ALL OTHER REQUIREMENTS OF ORS 757.541 TO GUARANTEE THE ACCURACY OR COMPLETENESS OF THIS INFORMATION.CONTRACTOR SHALL BE Ir OREGON UTILITY NOTIFICATION CENTER.THOSE RULES ARE SET FORTH IN OAR 757.571. RESPONSIBLE FOR VERIFICATION OF LOCATION AND DEPTH(POTHOLE)OF ALL EXISTING W 052001-0010 THROUGH 9S2.001.0m.COPIES OF RULES MAY BE OBTAINED BY UTILITIES WRHIN CONSTRUCTION ZONE PRIOR TO BEGINNING CONSTRUCTION.CONTRACTOR CONTACTING THE UTILITY LOCATE CENTER AT(503)232-1987. 2.CONTRACTOR SHALL PROVIDE 24 HOUR NOTICE OF WORK RESUMPTION AFTER ANY SHALL PROMPTLY NOTIFY CLEAN WATER SERVICES OF POTENTIAL CONFLICTS.UNDER THESE O SHUTDOWN EXCEEDING ONE DAY DURATION EXCEPT FOLLOWING WEEKENDS OR TERMS CLEAN WATER SERVICES SHALL BE RESPONSIBLE FOR COST OF REQUIRED (� ELECTRIC PORTLAND GENERAL ELECTRIC (600)544-1793 HOLIDAYS RELOCATIONS,IF CONTRACTOR FAILS TO LOCATE ANY KNOWN UTILITY WITHIN CONSTRUCTION GAS: NORTHWEST NATURAL GAS (503)2204211 ZONE THAT CONFLICTS WITH WORK,CONTRACTOR SHALL CORRECT CONFLICT AT OWN COST. TELEPHONE: VERIZON (503)4654000 3.ALL CONSTRUCTION AND TESTING OF COMPLETED STORM SEWER SYSTEMS SHALL BE IN ANY COSTS TO THE CONTRACTOR ARISING FROM COORDINATION WITH UTILITY COMPANY TO FRONTIER (800)485.4000 ACCORDANCE WITH THE LATEST EDITION OF CLEAN WATER SERVICES GENERAL CONDITIONS RELOCATE UTILITIES SHALL BE CONSIDERED INCIDENTAL TO COST OF PROJECT AND NO OWEST (800)8350625 AND STANDARD SPECIFICATIONS AS SET FORTH BY RESOLUTION&ORDER(R&D 17-05). ADDITIONAL COMPENSATION SHALL BE DUE CONTRACTOR. COMCAST (886)873-0735 4.ALL EROSION CONTROL INSTALLATION AND MAINTENANCE SHALL BE IN ACCORDANCE WITH 11.CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTS AND CONSTRUCTION LEVEL 3 COMMUNICATIONS len)386-7044 STAKING.CONTRACTOR SHALL NOTIFY CLEAN WATER SERVICES PRIOR TO DISTURBANCE OR � STREETS: WASHINGTON COUNTY (5031 846-7037 THE LATEST EDITION OF CLEAN WATER SERVICES EROSION PREVENTION d,SEDIMENT WATER. CRY OF TIGARD (503)715-2591CONTROL TECHNICAL GUIDANCE HANDBOOK. CI REMOVAL OF ANY PERMANENT MONUMENTS TO ALLOW REFERENCING FOR FUTURE � SANRARYSEWER. CLEAN WATER SERVICES (5031547-8100 REPLACEMENT. J CITY OF TIGARD (503)718-2591 S.ALL RESTORATIVE PAVING WITHIN STREET RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH J STORM SEWER. CLEAN WATER SERVICES (5031 547-8100 REQUIREMENTS OF WASHINGTON COLMTY UNIFORM STREET DESIGN STANDARDS. 12.CONTRACTOR SHALL RESTORE ALL STREET FEATURES IMPACTED BY CONSTRUCTION, a CITY OF TIGARD (503)716-2591 FEATURES SHALL INCLUDE.BUT NOT BE LIMITED TO,PAVEMENT,CURBS,GUTTERS. a 6.ALL TRAFFIC CONTROL SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION SIDEWALKS.DRIVEWAYS.STREET STRIPING,SIGNAGE,MAILBOXES,AND UTILITIES. O=Q OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES(MUTCDI AS MODIFIED BY THE OREGON SUPPLEMENTS.COST ASSOCIATED WITH IMPLEMENTATION OF TRAFFIC CONTROL, 13.CONTRACTOR SHALL RESTORE ALL PROJECT-RELATED EASEMENT AREAS AS STIPULATED IN 0 SIGNAGE,OR DEVICES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, EASEMENT AND CONTRACT DOCUMENTS.CLEAN WATER SERVICES SHALL PROVIDE CONTRACTOR cc WITH REFERENCE COPY OF ALL EASEMENT AGREEMENT CONDITIONS. uj 7.CLEAN WATER SERVICES SHALL PROVIDE CONTRACTOR WITH WASHINGTON COUNTY '2 STREET CUT PERMIT.CONTRACTOR SHALL HAVE A COPY OF PERMIT ONSITE AT ALL TIMES AND COMPLY WITH ALL CONDITIONS STIPULATED IN PERMIT. ELEVATION DATUM: S.CONTRACTOR SHALL SUBMIT AND RECEIVE APPROVAL OF TRAFFIC CONTROL PLAN FROM 1.THE COORDINATE SYSTEM AND BASIS OF BEARINGS IS NAD 83(91)STATE PLANE COORDINATES CLEAN WATER SERVICES WASHINGTON COUNTY PRIOR TO START OF CONSTRUCTION.FEES ASSOCIATED WITH ANY ZONE 3501,OREGON NORTH.HELD PUBLISHED VALUES FOR THE WEST ONE-QUARTER CORNER ROAD CLOSURE REOUEST SHALL BE THE RESPONSIBILITY OF CONTRACTOR. OF SECTION 14.T2S,R1 W.WM.KNOWN AS GC_022.005.WASHINGTON COUNTY SURVEY RECORDS. CONTACT INFORMATION FOUND BRASS DISK AS SHOWN ON SAID RECORD IN:636996.990,E:7e2O488.856).HELD FOUND BRASS 9.CONTRACTOR SHALL CONFINE CONSTRUCTION OPERATIONS WITHIN PERMANENT EASEMENTS, DISK KNOWN AS GC 022-080 FOR BEARING,ALL CORDINATES ARE GROUND VALUES. i S CAPITAL PROGRAM.MGR.: ANDREW J.BRAUN P.E. (503)681-3015 TEMPORARY CONSTRUCTION EASEMENTS,OR PUBLIC RIGHT-OF-WAY ONLY.IF AREAS OR N ; Y SENIOR ENGINEER. JADENE STENSLAND,P.E. (503)08t-3062 FEATURES OUTSIDE DESIGNATED CONSTRUCTION ZONES SUSTAIN IMPACT FROM CONTRACTORS 2.ELEVATIONS BASED ON A FOUND BRASS DISK IN THE TOP OF CURB PER DURHAM FACILITY PHASE 4 V WATER RESOURCES PROJ.MGR.: BRIAN COOK,PWS (503)681-3673 ACTIVITIES,CONTRACTOR SHALL RESTORE TO PRE-CONSTRUCTION CONDITION AT NO COST TO EXPANSION PLANS BY MWH IN ASSOCIATION WITH SQUIRE ASSOCIATES-ENSR INTERNATIONAL ENG.DESIGNER.: JAFAR HAMBOUTH (503)eel-3821 CLEAN WATER SERVICES. ARCHITECTS ASSOCIATES INC.,DATED 2-23-05 AND SUBMITTED ON 4-15-05.ELEVATION OF SMD BRASS DISK IS 156.24 FT,NGVD 29. 3.FIELD SURVEYED JANUARY,2010. N =r EX.BUILDING I. EX,s•srKXM I •. EX.BUILDING - —' - — ' EOP - --_ L^Y @J PIPE To (.,y�5 EX.PAVEMENT----- 1' EIL 9V STORM E.O.P. ..._._ DIFF TO IEMAIN, PROTECT EX SURVEY MONUMENT DURING � L..^-. CONSTRUCTION, LEGEND .......- .$IDE'VWtLK.j - -__ �.._.._..�sa�E_T_c�--•-..------- —-.—.._.__ -' -- yl LE :. 3 \ '-- ` •`� ISANITARY SEWER MANHOLE Aa J 99 3 rP �\ \ Q:`�'.' \..1,Y 4-i r ✓ 1 ` �-i. •..s_-. in STORM SENOR MANHOLELu .. _ "—�••--+—• K r—..�.K�.—yam, flW STORM SEER ENE —SD— m ...... --t���r= SANITARY SEVER UNE SAN SD 3'---.��SD -�----m--- __�� 1 W FENCE AS NOTED —•—•—•—•— REMOVE EX STORM MH ANDOSPOSSEE SHEET 10FFSffE. REMOVE EX WATER OUAIIIY EX 3D'DIA CW STORM PIPE :s^ m m _ 'm�_ .Z_.I TOE(li SLOPE OR BANK _--———_ STORM MANHOLE MID TO REMAN.SEE SHEETS S A 8 ---'- - m EDGE OF PAVEMENT DISPOSED OFFSITE. EJC$TORN-E '• —1. _•'_-... X E1L SAN MH = O -_-..- RM.,BB.bI STORM DITCH FLONUNE REMOVE EK.•NKN CHAN INV C N.tAJAD INK FEVCE A&1 REPLACE E OUT W E.,ISm Q TOP OF SLOPE OR BAW — REMOVE ES.IS LF.J? WITH NEW 6 HIGH CFM EDGE: CMP STORM POPE RNID E7L SAN ILNI WKFEVCE _ DISPOSED OFFSRE M R =Wm38 E�]a. -- - NOSE BEI • I 1 E N N.T LX.UTILITY AND UTILITY V IE OUT R E.t p5, CONCRETE SLAB SIGN -� r[ ' / -- CANE POST • y CONTOUR MAJOR laa a � n = CONTOUR MOOR tat CONCRETE M 30§ I I GENERAL NOTES: 1.ALL TREES 94NCHES IN DIAMETER AND LARGER NOT DESIGNATED FOR REMOVAL SHALL BE PROTECTED FROM I TREE NCIDENTAL ACTIVInES OR IMPACTS BY CONSTRUCTION EQUIPMENT. EES TO BE SAVED. 3.2.(EXTRNSTACT TREES ETREE S GNATED CTION N LAN AROUNDNO 'X',HAUL DSTING TDEPO E OFFSITE. I EVERGREEN TREE O I 1 A.CONTRACTOR TO REMOUIVE VE LARGE INVASSHRUBS IN WORKING AREA. I W f REMOVE WATER QUALITY STORM MANHOLE AS SHOWN ON PLAN,AND DISPOSE OFFSITE. 7.REMOVE AC PAVEMENT AS INDICATED ON PLANS D DISPOSE OFFSITE. I TREES TO BE PROTECTED r-1 &REMOVE E)L CHAIN LINK FENCE AS SHOWN ON THE PLANS WITH'X-SIGN,DISPOSE OFFSITE,AND REPLACE. I REMOVE EX B HIGH CMLIN( 1REE5 TO BE RoomN FENCE,AND REPLACE WITH NEW I �jJ W W ZQ lMCiR CHAIN INK FENCE. KE EP AND PROTECT EX I > R J 1 Q HIGH CHAIN MNL FENCE I J DIRBNO CONSTRUCTION. - 7 K Q (T'/PI LOCATION W If, 1 _ i W _ y_. o T y - RJ - �+ r / /BORE(ACA C O O O ' I M^ rrKr, Utz,'<?� j `'t N" i h`-r i Z .� �w j �� g �/ \ ,1W I i� 220 m W a W ��r^; +�--+-0ysa,.�rt=r'.j�-.. �, j'Sti. r- �, � 9- _. - '�1 ��•r•,. l /'Eavr.tr.Mt.�t\\\�'�T t� I m�—`� — --------- aIOE_ —m_— SD -- -----:^ X``\ ' f C m .A m m Z k REMOVE E)L.6 HIGH CHAIN - __ _ • •�-J U `� yAND Q LINK FEWCE.AND REPLACE . \ '•�, , a D W LL Q HIGH C�LRA�FENCCE B _.__._-— \� '\ `N \V Q Q ORBLRK EX AN tOE h \ Lu -• 8•XA•RR SAN W `K'° �- TE STAIRS RM-181A1 ,+ '1� H Q Eplf IF 8•11B.M \ \ -.—.._..—..—.._..—..—._—..—.._..--.—TOP OF BASIN BANK .�—SIBN . \ UTILITY CONIC. AC PAVED BASIN HOSE RII1�irA SLAB ESESt r tn � S M \ � N o r 1 + 11 r I II I� Fx EVADING KAM AMPRRIE OK!7 MOTH: ? o Q i 1 1to 8/ nn.- 'i IIL./�///f LC��...�L/L ll11C/.(��� �i/l/•!" N 1 1 $ •I 12 1.PEMOVE EIOSTING STORM MAOLE.AND CONSTRUCT Y1'04.FLOW SPUTTER MANHOLE MJ PLACE. SEE PgNH OF1RF ON THIS SHEET.AND DETAILS ON SHEET NIMBER 0. y Ig ! T ON THIS SHEETA NUMBER S. m CONSTRUCT•o'DIA.11111.1 MANHOLE.111 1111 .ND DETAINS ON SHEET IL LU 3,CONSTRUCT SC DK STANDARD STORM MANHOLE.SEE PROFILE ON THIS SHEET.AND DETAILS ON �- ''' I ••I (n SHEET N LIMBER S. AND dSPOSE OFFSITE EX STORM MANIgLE. / _ --_- --isr---- --- �— Z S.PROPOSED 15'CVl Gino STORM PPE.SEE PPgFILE ON THIS SHEET. ly ' 132 It Ir` - n IX 3C GA STORM PPE TO FEM04N ACTIVE.SEE PLANS AND PROFILES ON SHEETS 5 AND e. 3 a I $TORM-1 __ _ V 8 T FENCEIN PLACE CHAMIINI(FENCE.DISPOSE OFFSITE.AND INSTALL ANEW e'HIGH CHIAN-UNR - -_.:_.�.- REMOVE EIC a'NOH sAN-- - - �� F I r a S.ETBSIRKR SANITARY SEVIER MAN1 ISTOF",STA J a 1 O.W.OFFSET-e'RT). 2 __ __._1 I B.t S FWAEL-ISO.M.lECN.,/J.G.EOUT C E.,4T.eo REPLACE 10 LF OF E]OSTING 0'DV.SAN SEWER CROSSING UNDER IV DIA STORM PIPE WITH C DIA �Ilw IX.UT{lTY AND UTAIiY CUCTILE IRON PIPE.SEE DETAIL(-)ON SHEET 0. RIN MN CONCRETE SLAB V ERaRVE.tp3T OUTING rSAITARYSERVICE LINE(STON STA 3. E)OSTM6 r SANITARY SERVICE UNE(STOI>A41 STA 3♦t S.SCI. ----- ---- �� -- SADIISTIMOCSTORAI LATERAL(STOW.NSTA3,ft".5.P•RTIS(E)OSTNGSTOitlA23t1T.54). y STON&1 PLAN VM 0. $ o.CONSTRUCT r LONG It r WIDE K 1.9 DEEP DISSIPATION RIP PAD AT ORJTFALL WITH CLASS P RAP. NOLLIME.25 CYN.SEE PROFILE ON IIAS SHEET,AND DETAIL(1/0 ON SHEET P. Y 11.Im CLASS 100 NP RA'AT SWALE BAN(FOR SLOPE PROTECTION AS SHOA'N V 1yr 3 C ON PUNA AEA.W SF AND DEPTH.7.TOP CFRIP RAP IA IST MATCH FINISHED GRADE.VOLLIME.6.5 CY. El„$�s 12 SIDESWAIE.SEE PLAN AND PROFUCNSHEET NUMBERn 111��� a R LENGTH.aa.BOTTOM WIDTH.R.SIDE SLOPES VANES. O« 0 F id v _ - I W g $ J w< waw _ Iso LEGEND FHSGHED ONOlR1U Q*f4E(X 3 a TTE E>OSTpO PROPOSED a E)l ORIXIND fA PPE CL a 0 6A W SANITARY SEVER MANHOLE ® O 0 Q S = STORM SEWER MANHOLE 0 N Q f \ N STORM SEWER LINE SO Z _r - AFI:IV J SANITARY SEWER LINE SAN J 150 IL - LL FENCE AS NOTED ......-- - O a II O TOE OF ROPE OR BANK ----__ EDGE OF PAVEMENT ---- LU STORM DITCH FLOwLINE ---- c B TrwC0 ____- ___ N TOP OF SLOPE OR BANK -..-..---- Q ®D.D10 17 --- --_ I�u 1 0 - _ --- I i' I WATER 1. _............._. J _ `_ _ L _ 2 Z HOSE BIB "� N Q 7&,.So -� �'� �_ J SIGN T 0 IL TO"IE LL 140 �$8 SsLL -:.-- -.. OHO. '---_-__ ............. °___-_ _�__ GATEPOST • '� BELaeamnhwE UES V 0 oo Z "ef I -� ' CONTOUR MAJOR --110--- 140 0 « __ C CONTOUR MINOR 141 Q W m g N W W e N � d ei EX 3S8 � 3ZS ti�iW W ' TO CONCRETE e - F 32K �.' Stty SSI DECIDUOUS TREE g�ii¢WW d WWr d 7'$ �W�iC C ` �6 `d y 6MI EVERGREEN TREE � `-�- 130 STORNFi PROFILE VIEW N; g p w�� TREES TO BE PROTECTED W TREES TO BE REMOVED 0+00 0+90 1+00 1+50 2+00 2+50 3+00 3+50 o� 0 If� I I I I D t0 20 40 13 14 Jw AND PROMKer NOTES: W I< n,�`!. r'.z. �` 190 + t - �n ~lE M' '.IS •1 FOR NOTES a THROUGH 12 SEE PIAN AND PROFILE ON SHEET NUMBER 0. = ISn I ...I d?r`�i !\_Dei¢�. �� � 'E iii �i / •\ "'' 1�1� b. I v1 ,'� %J a �" 13.WATER OL4WTY SWALE:STA 3+mw TO STA 5+74.oa ti o LENGTH.711'.BOTTOM WIDTH.0 1:. LOWER BANK SLOPE.9H VV.UPPER 64NK SLOPE.VARIES. ♦1 Sa --_ - _ \ 0190 e.m t4.CLASSIM PIPDPAEDSIONS:t7%7CONTROL VOONTRC)LXTM MIN.TOTOSMv00SPLASH ADS.TYPICAL Ml LOCATIONS _ - 1 n' . SPLASH PADS DIMENSIONS:17%7%1'. W - -- _ _. ' SEE PLAN AND PROFILE ON THIS SHEET,AND DETAIL WO)ON SHEET NUMBER P. ' \ � \ 14.INSTALL7 Dl4 ti LONG POLE CROSS VANE AT SWALE BOTTOM AND LONER BANKS.MIDWAYELbp _ '•+ `� \\'I -'C4BETWEEN FLOW CONTROL STRUCTURES.INSERTT1£5 POLE CROSS VANE INSOI WfTMt' ¢ W e.1 0 I g gTOFiM 2 Is \.. 641 USED HEi ABOVE GROUND.TYPICAL ALL LOCATIONS. Z SEE DETAIL(1(10)ON SHEET NUMBER to. r 1&E1a3TAIG 30'DIA STORM PIPE TO REMAIN ACTIVE.SEE PUNS AND PROFLES ON SHEETS 5 MID e, y - 20 ORDINARY HIGH d6 . ` WATER EL t�\ 17.REMOVE EXISTING CHAIN LINK FENCE,DISPOSE OFFSITE AND INSTALL NEW d FOHIGHCHAIN-LMCHAIN-LMFENCE � 1 CLASS SO RIPiLAP AS SHIONN ON THS SHEET PLAN AND PROFILE. ____ •,V� xt , AREA-27s 0.F,z DEEP,(VauM1E-10cr). )r 1 \ to DOUBLE DITCH INLET.SEE PLAN AND PROFILE ON TMS SHEET.DETAIL, ON SHEET NUMBER 0.AND (Q�] .` 22 \ I ,,11 DETAIL 3200N SHEET is U SWALE AND STORM-1 PLAN VIEW ° "` ' p\ p'° ��. _ ` \. 20.EXSTING SANITARY SEWER MANHOLE.(i STA 5+78,".OFFSET 13.07 RT). �• \ \ RIM 3&30,IE IN e'W.120.0.1E OUT W S.t2e.ee \ Y 21.PROTECT E)nT1NG a'%e'RR TIE STAIRS DUPING CONSTRUCTION a . 160 22,TEMPORARY GRAVEL COMTRM11ON ENTRANCE SEE EROSION CONTROL b L TOP OF FINISHED GRADE PLAN ON SHEETS 11 AND t 2 Y Ey <� �IXGROUND /RNISGHEDGROUNDQPIPECL m C C S i iii EY,GROUND HPE CL BOTTOM OF FINISHED GRADE w 0 GRADING DETAIL 0 W — `-—� � 4H:IV V W 150 \ FINSIIED GRADE Q SWALE CL I *� I \ �GROUND®$WALE CL i � � m .W.l --- V 15 81 p aI r,_ � 1 os `d ` mss_ 89 FT Boos 20.rr ` g� � a W - _ '' 25 AT 1• Fn yS tau LEGEND Z Z -__ -~'_�_-_ ---',... -- ---- - '--_ 41ES.. 140 TYPE EXISTING W Q r PROPOSED W 1 _ `Y��� 2s Fr / 1 21 SAMTARY SEWER MANHOLE © J z _ _ �'.;__.___ 20.FT �¢ ®0.006 SFT x � s STORM SEVER MANHOLE --' 0 3 d D.�6 03' STORM SEWER UNE —SD -..... - ♦ - ..$8 Tp REMANN A,CI.ryE.®0.Rb0 __ �=y _........ - _.... -.�. - 1 1\. ........__-.. _.......... ......... _. -.. - - SANITARY SEWER LINE SAN Q O h O I S - ... GI �' �' IE-133.03 �'-I-1_ FENCE AS NOTED �—�— o id �! �. Y___ I TOE OF SLOPE OR BAN( __ ___ d _ o 3 ''�'�8 $6� -lJ_ eaavR -1axz: O C SQ J EDGE OF PAVEMENT $ 3 g o c 8 g f 8 �18 9 M1 8 u'-8 -4 99 { _ STORM TITCH FLOE F-J A' '- g_ �R _{ 1 1. 130 N J 0 m+M �1 m + � ✓ TOP OF SLOPE OR BANK —..-..-..— Z m <d- 11 �� < e �I I' WATER EDGE its m a ✓n � sn '�i + Q LL. EILflROIMJD(CREEL BANK) Q SIGN It 0 _ _ GROUNDWATER LEVEL CATS POST FON STATIC AND SE6MKC Sty OHWF-t23-s+ / W BORE SPOT CONTOUR MAJOR -140 140 =r \ CONTOUR MINOR -141-- 141 q 0 \ I CONCRETE Q . 7$ k \ ' 120 WW .11 DECIDUOUS TREE E`ER(.YtEET7 TREE SWALE AND STORM-1 PROFILE VIEW h j Ei TREES TO BE PROTECTED a �t rr;y �A TREES TO BE REMOVED F y i it W 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 •T_ a�I" �� -co ..__ ---- ��< ✓ �/!l._!/.L;�/lL.!!!-_✓ll���lr .. Wul tip -TT _ Z LEGEND TYPE PROPOSED C !• �\ - LL SANITARY SEWER MANHOLE © O 111 u o WSTORM SEWER MANHOLE Q j 157 — a.oP 1 STORM SEWER LINE —SD- ��- W SANITARY SEWER UNE --sm--._ FENCE AS NOTED -•—•--- .r o TOE OF SLOPE OR BANK ------- V EDGE OF PAVEMENT -- STORM DITCH FLOWLME Q EX.STORM-2 PLAN VIEW TOP OF SLOPE OR BANK —------- WATER EDGE -- HOSE BIB ..4 UFTM , SIGN - GATE POST U CONTOUR MAJOR 140 140 CONTOUR MINOR 141 141 u a CONCRETE 8� DECIDUOUS TREE EVERGREEN TREE o r u TREES TO BE PROTECTED Ary TREES TO BE REMOVED J W J 100- N LL �a on EKL GROUND 4 PIPE Cl RYISfNEO GROUND&0 NPP CI. � N Z W X Z W W 150- - LL! - LL Q 1190 LF PV 8 900.0179 —-- Lu O lL ~ J agg g d� TOREµyNACi °0zM- --- _ Z LL 140-89 9 $., - -_ __ 0 O 3 i« Z € ;< w — _ ac GyNgR tiR Gtnsz LU H LL rs LL °C 3 �g 130- EX.STORM-2 PROFILE VIEW WW W 125 -01 0+oo 0+50 1+00 1+50 2+00 2+50 3+00 1 N os = r I ^O u 10 20 40 � / I I YI `� ��� � : ■ x aJJy./ \ jam` � - I /. W LEGEND a o / TYPE EJOSTING PROPOSED Q. x•00 I ——� SANITARY SEWER MANHOLE Q O __ ..m w STORM SEWER MANHOLE O -� -- — \ STORM SEWER UNE SD SANITARY SEWER LINE SAN V\. LU K�W`'• \\ FENCE AS NOTED - Z EX STORY2 1jU \ LZT .' �` \ I TOE OF SLOPE OR BANK EDOE 0<PAVEMENT STORM DITCH ELOWUNE TOP OR BANK 0<SLOPE � g WATER EDCE (��{ ` ,�..I �•�T'�` '\ \ \ HOSE EX.STORM-2 PLAN VIEW ,{ j r• �\ "ON C� \ \ GATE POST . . Y CONTOUR MAJOR 140 140 Y r CONT"MINOR 141 141 £ CONCRETE pp 10 E D��g5� DEODUDUS TREE 8 $x V -4 e _i 0 EVERGREEN TREE � Y W O TREES TO BE PROTECTED TREES TO BE REMOVED - AAAA\\\\ y W 160 J N Iy �0 a w oc w U)Z X a W F"SOYWD GRGUND P RPE CL W O 1150 — g Q EK GROUND 1.PRE CL 8 CL. LU W' co „�#$ �C 150. __m y 6 a D IL _ - _-_-_ sk TT o a LL cc 0 2 E -------------- -14 a FW- __ -----�--__ ---- o 3 �o ---- --�--- 8 o J 140 .i I xaoo ;s Fro130— EX.STORM-2 PROFlL E VIEW � I SIDE SWm ALE PROFILEe d d W 0+50Z YIYy O O+vO d U 125 3+00 J50 4+00 4+50 5+00 5+50 6+00 Q CSD z to r 185 laa 165 I i 1 tae in 83 les ae IN � - 8� - '--�--"- \ -8� 150 et eo \ _�W —__.•_ Iso 1 _ __ \\\ _1',w'_ .. o J, \$ rot n e eu dd !, _ + —"—�- \\O 0a 1 - � a y 155 155 �,U O " l-- 7a 7 —_ \� _---�_.-- ----- ',---"---Y \ — 150 fm in goo + -- ------- s0 1 ! -- 1 ,so ,So - I aa —�_K-14 ®1lTaR/.11-._- R - reo oaao - ae.1 - PROPOSED STORM _ E-1,5.73 - 1.._-" 1l—+— 1 —_—_ ._. -.."-_._ PROPOSED STORM I i I t3 y _ I A A �__--- 75 n falarayT IE-t.g,a5 1�y I v'—I E-11614 ' aFP ,w 1u 10 STA 1+50 EX STORM EX STORM + -JSTA 1+00 I Iv�—E-, - -- uo STA 2+00 v�— — 10 1 -STA 2+50 y—IEnwm 1% JO 1D ,40 •10 I 10 m W 40 40 '� .o -30 -m -10 0 10 m 30 w 5C°" •'Yo .0 JO -m -10 0 1 0 m 70 w 5d'" 1340 40 JO .20 -10 0 10 m 30 w � + .0 -x -20 -,0 0 10 m 30 40 51130 U —.. g ...-- ---•--------- leo 15o IN IN 1 155ru u IGO . C 0POS X W 15} 155 B „ + ___— - M __. - w 1 W SO d Z `u9 � d �J LLI d + — Ed ddW y c' sa Iso �\ ` d d / a + a d i' so + -�, m 8 45 �+o _ . \ i 1 —.-. `� ter.� -- - .. - - � -`-- ..-•---.-. ..._._ i .__--�- r- - -- �---�-- EGu_,u.0 115 1u s t - - I40 -- - - -- - ,o PROPOSED STORK i VF—E TOR (f~E STORM I - .3 .. -_. 141 -+ V 1 STA 3+00. - -F—E-138.95 m STA 3+20L -- - STA 4+00 1�E-3e,r y U Iz sr0r0.1 ,w A in a-STORM STA 3+50 ` `/ STORM A ee V �5 f I o i3.i0 -0(1 -30 -20 -10 0 10 m 30 m �38 'a0 JO JO .90 •lo a 10 m 30 /0 5l)J5 ' •o -m -,o o w 30 w 58~' 1 0 .0 �0 20 -10 0 to m 3o 40 t JO m .o •10 1 to zo 3o w 56- Z N Q N W N 155 155 Im ISO 150 145 118 1 ,w J O CC n ¢ S I a 1 - q�---. ..-..!-.. ..---b 1 - - I �. 150 1 R m 45 --$ p _. - 35 14 9 141-- 1 d d -----' --- 1 t,s I .S d - _- 1 __'. _ - t ---�--T-- 1---1 - --- - I 130 Q _ ^F, EX STORMN \ J II���I - / - - 11F-E=I31.er \\� - I LQL 1 cd ^ LL —__. \\ I_.-__- r +—_ t -_--. \ d ' 110 1 - ' I/ 135 1 - \30 125 1,1 �\I 25 n Q O I - � EX STORM 135 I I I V. •r O A v E-134.10 --�-- ---- 1 - t ----.- \ --A - --- 139 1 130 125 -- 1m ,m m Q V 1 - I I FOOL 51011N = - STA 5+00 _ i STA 5L+50 V �1W _-� STA 5+75 STA 5+85._ STA 6+04 a - � 3 p 0 3$0 .a ao xo .10 0 10 m w w sd30 '330 •10 a0 -m -10 0 10 m ao 40 b / .o a0 -m -•0 0 10 20 30 w Sam 't-40 ao -m -,0 D 10 m 30 -0 sd20 "iso .0 ao -20 -10 0 to m m w 50 4 z LEGEND W e 8 a a �yy PROPOSED GRADE x Y E%ISTING GROUND A �ti r. 6��72 �gF�BD�.{�8 6-a{�72�.{�6 6�.{�80�.{�6 ^o I I I I I x> PROPOSED 72,DIA. PROPOSED 72'DIA. PROPOSED 60'DIA. PROPOSED 12' IX.15'DIA FLOW SPLITTER PROPOSED 60'DIA. FLOW SPLITTER WATER QUALITY CONC.MANHOLE#1 M.OUTFLOW EX.30'DIA, CONC.MANHOLE#1 INFLOW CONC.MANHOLE#2 OUTFLOW STANDARD CONC. EX.15'DIA MANHOLE#3 1 INFLOW % PROPOSED -------- EX.30'DIA. PROPOSED PROPOSED�. / �`� 12'DIA. 15'DIA. IX.30'DIA 1 30,DIA. OUTFLOW INFLOW I INFLOW j� OUTFLOW OUTFLOW 0 WEDGE WEIR SHALL BE MADE OF CMV WEDGE WEIR SHALL BE MADE OF CMU o g BLOCKS REINFORCED WITH#5 BARS BLOCKS REINFORCED WITH#5 BARS @ 6'EACH WAY.SET IN EPDXY OR @ 6'EACH WAY.SET IN EPDXY OR APPROVED EQUAL APPROVED EQUAL (WEIR DIM.=12'HX6'W X72'L) (WEIR DIM.=12'H X 6'W X72'U U SECTION A-A(72"DIA FSMH#1&60'DIA STANDARD MH#3) SECTION B-13(72"DIA FSMH#1&60"DIA WOMH#2) NTS _ NTS a =r f o N NOTE SEE CWS DETAILS 250&260 ON SHEET 14 12'-6.w 1r PROPOSED 72'DIA.FLOW 1 SPLITTER CONC.MANHOLE#2 �'d.1 J J 17.4' � Q=F ©� W =ate :.© UD 0 + + adz O © 17' 3QU Lu PROPOSED 30,DIA. PROPOSED 30'DIA z z INFLOW OUTFLOW Q z WEIR SHALL BE MADE OF CMU BLOCKS p�O/'Og LL y U REINFORCED WITH#5 BARS @ 6'EACH 15,5• O FO, 60"DIA.MH#3 CONNECTION EXPANDED VIEW DETAIL WAY.SET IN EPDXY OR APPROVED EQUAL aCO 2 p/p PROPOSED 60'DUI,WATER NTS a 3O K' R QUALITY CONC.MANHOLE#2 �5 w 0 O 0 6PROPOSED 15'PIPE �O 1.- J R B a OUTFLOW--� � J 1e uD 0 LL LL 16'-10.44' - Q :)Q LID MANHOLE UDS(TYP) m Q 3 EXIST.30'PIPE . cc OUTFLOW � _ .: a W PROPOSED 60'DIA.STAND. I + + L Q CONC.MANHOLE#3 O IX.30'DIA. PROPOSED 90'DIA INFLOW OUTFLOW x x Ex 1 s•Dw. x PLAN VIEW® INFLOWW W W PROPOSED 12'DUI. NTS OUTFLOW x 0 o u a 72'FSMH#1,60"WQMH#2,&60'STAND.MH#3 CONNECTION DETAILS(1/8) 72"DIA.FSMH#2 CONNECTION EXPANDED VIEW DETAIL NTS NTS co �D 4 24' EXSTING 49'DIA.SANITARY MANHOLE 2P FLOW PROPOSED iS DLA.STORM PIPE VAKES VAPoES FLS 12'� H I.�t2' A o I I >> - FLOW�1 � FLOW] CLASS 100 RIP RAP 1!r -••T.r' --- CLASS 100 RIP RAP SPLASH PAD EXISTING B'DIA SAN PIPE CONCRETE CAP SECTION B-B NTS SANITARY PIPE CONNECTION&ENCASEMENT DETAIL(4/9) O ag VARIES NTS 0, FRAME&GRATE AC V IFDIA. OUTFALL MULCH z H:r v NOTE:SEE DETAIL VI DIA PIPE y t7TYP7H:VV a /\ (/Z #390 ON SHEET 16 TTYP YTVP MULCH = n = a w r w WS SEC B-B(DOUBLE DITCH INLETS SIDE VIEg yA O FRAME$GRATE y�Lry(, 8 EARTH _��—__.-1' EARTH- CLASS 100 RW RAP 12 1Y DIA PIPE o e SECTION B-B NTS CLASS t ao Ri"I,I y ��W rw� IPRAPM OF SWALE '• .. Qj SEC A-A{DOUBLE DITCH INLETS FRONT VIEW) rUl SECTION A-A NTS NTS FRAME d GRATE IL 16'DIA OUTFALL O� IC DUPIPEO rx W 2:J F"W q1 —� B CZaQ rJiHmlt��T1'iW r�' t.S r a dl W N F1I a Fl-7) rIr 1�n1 sou a l; VARIES 1VTYP VAaES ...... Z mLu _ EARTH CLA98100PoPRAP TTYP CTYP rTw DOUBLE DITCH INLETS TOP VIEW(3/9) Z BOTTOM OF$WALE NTS Q Q SECTION A-A 3 I 3:1 a N NTS TH:TV �; � TH:1'V W d O ----- --- - N U VARIES /// MULCH cc VH H:1'V G _ Q tY TYP 7H:1'V O Q CLASS bo RIP RAP p T T / VARIES rTVp 7TYP J A� 1S'DIA OUTFALL FLOW t IA ALB A V�V $pV J Del, d 24• / /%// 1 EARTH O�Q MULCH O 6 CLASS 100 PoP RAP LM,OF SWALE PLAN VIEW e NTS PLAN VIEW SECTION C-C NTS Nrs 15'DIA OUTFALL DISSIPATION PAD DETAILS(1/9) sFLOW CONTROL DETAILS(2/9) Ars x a !qLoX01 7 TYP 3'TYP 6 TYP 3'TYP a a BOTTOM OFSWALE A =m r- 2'DIA.V LONG POLE 1 /`` 9'H:1'V LLi V �Y 3'H:1'V CROSSVANE AL 15' 23' / 23' I1V LLV � w 2'MULCH A ° SP7e PLAN VIEW x _ NTS W O VARIES 201 TYP W 12'TYP Z FINISHED Q GRADE >N 4' 3'TYP 5 TYP V TYP 4' (� 7 H:VV 7 H;1'V 3'H:1'V BOTTOM OF SWALE 3'H:1'V 7 H:VV 7 H:1'V N J 4 4 ¢< U p w J EARTH a 1' c Q NOTES: Q J 2'DIA.B NG POLE 1.ALL POLES SHALL BE DRIVEN INTO THE GROUND WITHOUT EXCAVATION f/) LOJ Q CROSS VANE IF POSSIBLE.SHARPEN ENDS OF POLES WITH A CHAINSAW AND DRIVE 0 LL SHARPENED END INTO GROUND AS DIRECTED BY DISTRICT STAFF. Q LCL S 2.POLES TO BE EMBEDDED BEGINNING AT CENTER AND WORKING 0 O O OUTWARD.CENTER DEPTH WILL BE AS NEEDED TO ESTABLISH 7 DESIRED PLAN HEIGHT OR PER DISTRICT STAFF. w Q 3.THE STRUCTURE SHOULD ONLY EXTEND TO BANK FULL STAGE = Q ELEVATION.IF THE BANK IS HIGHER.A BANK FULL BENCH IS ` CONSTRUCTED ADJACENT TO THE HIGHER BANK AND THE STRUCTURE SECTION A-A IS INTEGRATED INTO THE BENCH. 0 NTS 4.POLES VANE SHALL BE INSTALLED CLOSELY TO PREVENT WATER FROM MOVING BETWEEN THEM. POLE CROSS VANE DETAILS(1/10) s N o NTS K W In _1! II EX.6UILDING ^ _ EX.BUILDING -_E.OP -EX.PAVEMENT - w ,. EX E010.sIDEvYAMI .._------ -. Lu uj LEGEND 11 Lulam,M.�+ --�sr----- N u.r.n..r.rsr..w 1 - --- 152 J tiYw.trr.-. �,r,� _ WWw,WwWlr EX.UTILITY AND UTILITY . AfW wwwW* CONCRETE SLAB - ---' w -- Y O. C &� 's Ad1.n1 W.w � O 111+ ww.q.rnar. F- ` I Z i i I i I W Z g` 0'O, - s -------------- TYPE PF40POSM I= - E _. SANITARY SEWER YAMgLE0 O O W O ; i F�, 0 `v\ ESTDRY SEWER MANHOLE O U J// O \ \1l� I STORY SER UNE -SD CC QIt, ---- -- \, i \\\` SANITARY SEVER UNE SAN W ��*rq Q�(L FENCE As NOTED H/ -- --- -- - - j -- - - •� ;, \\\ \ T71 TOE OF SLOPE DR BAM( — — - - _ _ - 9E5rESp�— _ _ _ _ _ r /` -r EDGE Of PAVEMENT ___ _ = m _ �' \ STORE DITCH FLOWE/E O J TOP OF SLOPE OR BANK --------- y -J V \Q ®\ ♦\ �\ \ MATER EDGE f' W 51 oPE'mp -� - _ _ NOSE BIB Q Q SIGN O 0 3 GATE POST 1\ QLU CONTOUR!MAJOR ,10 mom , 40 = i CONTOUR YN ., ,4, cc3 t CONCRETE roPOPaAsw .._.._.__.._ DECIDUOUS TREE _ \ S ' EVERGREEN TREE { TREES 10 BE PROTECTED \ TREES TO BE REMOVED xy b icy -�J�� �fff��` ��iIwr�an`,rr, aia�aiw�k .w,.,,..r,.,�n...,w.r»�..r.on,...wow..w.•.rw.n1 .aL4. 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[.y rr..oqyr�[v.y —.IV rwyy0 y[yyn Ae nrt v wa wM.R a an farab[.caw .tn•w .._ __._ NMAW K of[uM o-y['�1°K n�i+ �w.my o:v.a,a[a .rve yas sw K mmr.r.�w w aKr.[e sL... y yA.ra[AKr[fLLra+o.•o.z [rw.ew rm ynn..,s,as•wn e.per[,.rrm n SE^TION MEW Agiwy..w Dyyrr�.ar A.MwKy yi 0 Diw°eww[�ev l�M FF�•,a K NwurD.b M!oerelrt!rrn FSOLAii,MDL, Ar'.T.Du Ybry "ora N T SECIONEW •"f '0L yr�TM!�y+l+K,°1b�'y"���„y .amr wm axN o-.r •uu rws�W Law.. v v°�i rn rnoYoo+i4mD;wir. wrr nK� M w�`rn"�°n ra wr+wen.s s.r:K,u.o[D.r ryw.syrnt Lriw.s�r r.w n.•n w. •m� „a.wir5r w:za[ fRn.rM r ° , [syr.rin.nr:� •w' tMlr awlAW`NrKWO`T'a'.yf K.1y..G A�MDI.a 14D�0�f I[M�[yl.A K • •�••y04L..�,t 1,K YYK a[.Lyat...au.rp.l �a iifl[Yil pl.w'+n•~'.rlN+.yy.w y.... T 2 SEE DE-AIL 0110 FOR MANHCLE"RAME SPECiFICATICm:. M. ''°•r ”"''w`" a W W SUBURBAN AND STANDARD qa Y MANHOLE FRAME AND COVER STORM WATER MANHOLE LID WATER QUALITY WATER QUALITY _ € CkanN4lcr Swim (]emlVlstc Se I", MANHOLE (SNOUT) A ❑tbnNirin Sc L cL MANHOLE (SNOUT) B QeanV4f� Scrvica �aAwN-.NC t•n SANITARY MryeO m.,, ;,nr.rc t aYa2 v-K rKAw.;:No ry, +rv�e•T-,� LrrAWv' aIO w Y/ W 0 11p00 =T - r r•�"irg'Sr���° 8� „'� ..� R�..y�>orar Mrr er.o r rwa Nw wR•> rrws�w�a�nn, A SEE SSD DRn'NNG NO.100 A A Tr _ FOR VRANF AYI)GRAZE t � J ��.. a.o.oar a VJ' -.-.:p a rtrwer arta wa xusa u.o w s wwa..at n.c n..i le'•a k•.,.'ti'..'e o,sw.+«c.+.,. SECTION A—A �.,+.o�.r '�'' Nn..u.a N¢u.e•aam.aul,wl.vs II. PLAN I PLAN 1 � nWNM 1M W R r.eArrke ke rM •nr fI RArKR i 1000000= �3 •Nr•�ir �>Y�.I �I �I nw, aJR7YMIJYL11fIweR_PIiSItLs �+'� ` SECTION B—B g 4.' 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