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InitiallyGood t T r" c N c 3 0 O M �C c 12155 SW Bull Mountain Road CITYOF TIGARD _ PLUMBING PERMIT DEVELOPMENT SERVICES PERMIT#: PLM2002-00275 13125 SW Hall Blvd., Tigar', OR 97223 (503) 639-4171 DATE ISSUED: 8/7/02 SITE ADDRESS: 12155 SW BULL MOUNTAIN RD PARCEL: 2S110BC-00100 SUBDIVISION: ZONING: R-7 BLOCK. LOT: JURISDICTION: 1 I(3 CLASS CIF WORK: NEW GARBAGE DISPOSALS: MOBILE HOME SPACES: TYPE OF USE: SF WASHING MA,;H: BACKFLOW PREVNTRS: OCCUPANCY GRP: R3 FLOOR DRAINS; TRAPS: STORIES: WATER HEATERS: CATCH BASINS: 2 FIXTURES _ _ LAUNDRY TRAYS: SF RAIN DRAINS: 5 SINKS URINALS: GREASE TRAPS: LAVATORIES: OTHER FIXTURES: TUB/SHOWERS: SEWER LINE: 100 ft WATER CLOSETS: WATER LINE: 1,000 ft DISHWASHERS: RAIN DRAIN: 320 ft Remarks: Site utilities for 3 lot minor land partition plus (2) future lots .-_ Owner: FEFS-- — -- Type By Date Amount Receipt PRMT CTR F/7/02 $608.86 27200200000 PLCK CTR 8/7/02 $152.21 2.72.00200000 5PCT CTR 8/7/02 $413.70 27200200000 Phony 1: __ -- Total _ $809.77 Contractor: REQUIRED INS ECTIONS Phone 1: Sewer !nspection Reg #: Water Service Insp Storm Drain Insp Final Inspection Rain Drain Insp This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable laws. All work will be done in accordance with approved plans. This permit will expire it work is not started within 180 days of issuance, or if work is suspended for more than 180 (lays. ATTENTION. Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-0001-00 10 through OAR 952-0001-0080. You may obtain copies of these rules or direct questions to OUNC by calling (503) 246-1987. Issued By: Permittee Signature: Cali (503) 639-4175 by 7:00 P.M. for a i nspection needed the nsxt bu§iness day Plumbing Permit Application �- ,a Date received:7_�j -1 % Permit no.; City or f Tigard igaru Sewer permit no.: Building permit no.: Address: 13125 SW Hall Blvd.tignrd,OR 97213 Cinat(I'i�rrrrl Phone: (503) 639-4171 ProjecUappl.no.: Expire date: Fax: (503) 599-1960 Date issued: By:*)Vlj Receipt no.: Land use approval: Payment type: v1 C ;J_ 2 family dwelling or accessory ❑Commercial/industrial U Multi-family U Tenant improvement ew construction U Addition/alteration/replaccment l]Food service U Other:ddress: �h �C" j �,i i,,L n'1/✓ -tit Oestri tion Qty. Fee(ea.) I'otHl Bldg.no.: Suite no.: Nen I-and 2-family dw6lings only (includes 10011.foreach utility connection) Tax map/tax lot/account no.: 10 61 C 2 0 SI•It t I j hath Lot: Rlj:k: I Subdivision: — — - SFR(2)bath Project name: I, ,—'A/4 _ SFR(3)hath City/county: 6: ZIP: L"— Each additional bath kitchen _ Des ripVon and Aocation of work on premises: Slteutilitlee: 16-t eq-4 L i &A 5� � 4—a) S Catch basin/area drain � Lst.date of completion/inspection: Drywells/leach line/trench drain Footing drain(no.Im.ft.) Manufactured home utilitic:; Business name: /ju 1i , L a.r,'j F Manholes .ad Address: Rain drain connector D .o City; P c _State:_ ZIP: 2 % Sanitary sewer(no.lin.ft.) Phone: �� e, FLx: E-mail: Storm sewer(no.lin.ft.) 4 CCB no.: /�' Plumb.bus.reg,no: C� ter service(no. lin.ft.) A City/metro lie.ria.: d,�?��.--7 , .' FIxture or Item: .tion valve Contractor's representative sigAwrt Back; T v _ _ Back flow preventer Print uMame:4 at UZ Backwater valve Basins/lavato Name: Clothes washer Dishwmher _ Address: Drinkine fountain(s) _ City: _ State: QIP Ejectors/sum Phone: 1'ax. E-mail: Expansion tank ixture/sewer ca _ Name(print): 67t4- 4 LFloor drains/iloor sinks/hub �1ui;ln address: Garbage disposal _ r 8 //C. Ue� •: r �c 17` �� — Hose bibb City: • , ,4 5tate:(� ZIP:( LL Ice maker Phone: 'r ,� ') Fax: ,Z.f -G ., -rail: _ Interceptor/grease for/grease tea _ Owner instal lation/residential maintenance only: The actual ins.allation will be made by me or the ntenance and repair made by my mvulai Roof drain(commercial) _ employee on the pro pe n as per URS C pier 447. Sin (s),basin(s), ays(s) Owner's signatu: u s/shower/shower pan Urinal —-- Name: ) '^ " A.Z Water closet Address: -1- t,✓ C( r Water heater City: • 'f t, State-,-W ZIP: f'4_1 '-I Other: Phone:' 1 Fax: E-mail: Total urirdktia.0 accept-redil cads,please call juricdicaon fo-.more information Notice: fee...�.j.�........... Not all j Notitx:llris pertnit application Plan rc%icw(at/1"J %) $ _y ❑"in J MnsleK7ard expires if a permit is not obtained7j credit card number aa_ I �_ State surcharge(996).... _— within 190 drays ntler it has been EApimr accepted as complete TO'Ii AL ....................... Name o(cardholder u ihown on credit cad Cardholder ai6nattue Amotml 410x616(6AxYCOM) PLUMBING PERMIT FEES: PRICE TOTAL Nem 1 and 2-famlly dwellings only: FIXTURES (individual) QTY ea AMOUNT_ (Includes all plumbing fixtures In PRICE TOTAL Sink 1660 the dwelling arid the first100 ft. QTY .(ea) AMOUNT L:vatory 16.60 :or each utility connection) _ _-- One 1 bath _T _ _ Tub or Tub/Shower Comb 16.6p Two 2 bath $249.20 $350.00 Shower Only 16.60 Three 3 bath $399.00 Water Closet ---_.- -- 16.60 — ___ SUBTOTAL Urinal 16.60 8°/.STATE SURCHARGE Dishwasher 16.60 PLAN REVIEW 25%OF SUBTOTAL Garhage Disposal 16.60 _. i TOTAL Laundry Tray _ 16.60 Washing Machine - 16.60 Floor Drain/Floor Sink 2" 16.60 71, --- 1660 PLEASE COMPLETE: 4" 16.60 --- _ Water heater O conversion O like kind 16.60 _ Quantic b Work Performed Gas piping requires a separate mechanical Fixturo Type: New Moved Replaced Removed/ permit. — ---- - ----^..- Capped MFG Home New Water Service 46.40 MFG Home New San/Storm Sower 46.40 Lavatory Tub or Tub/Shower Hose Bibs 16.60 Combination Roof Drains 16.60 Shower Only Drinking Fountain 16.60 Water Closet Other Fixtures(Specify) 16.60 Urinal _ Dishwasher Garbage Disposal Laundry Room Tray -- I Washing Machine Sewer- 1st 100' 55.00 Floor Drain/Sink: 2" Sewer-each additional 100' 46.40 4" Water Service-1st 100' 55.00 s Water Heater Water Service-each additional 200' 4640 /£, �i(1 Other Fixtures _ S eG Storm&Rain Drain-1st 100' 55,00 _ Storm&Rain Drain-each additional 100' 46.40 -- Commercial Back Flow Prevention Device 46.40 f Residential Backflow Prevention Device' 27.55 Catch Basin 16.60 Inspection of Existing Plumbing or Specially 6250 _ Requested Inspectionsper/hr COMMENTS REGARDING ABOVE: Rain Drain,single family dwelling 6525 Grease Traps 1660 - — QUANTITY TOTAL ---- — — Isometric or riser diagram Is required if Quantity Total is >9 -- "SUBTOTAL - — 8%STATE SURCHARGE ----------- -- •'PLAN REVIEW 25%OF SUBTOTAL Reywrnd only d future�tY total is>9 — — TOTAL — S --- - "Minimum permit fee is$72.50 P 8%stale surcharge,except Residential Backfl rw Prevention Device,which Is$36 25+e%slate surcha ge ""All New Commercial Buildings require 2 sets of plans with Isometric or riser diagram for plan review. L\dsts\forms\plm-fees.doc 12/26/151 CITY OF TIGARD 24-Hour BUILDING Inspection Line: (503)639-4175 INSPECTION DIVISION Business L ine: (503)639-4171 MST _ BLIP Received ..---- Date Requested- ,�1�� _ AM `' PM BUP Location _ l aS� 1%_ � _ //L� P'�(-.Suite MEC Contact Person _ 1/111 . _(LJ, Ph( ) _(0�7�G1 � PLM - , Contractor - L.��i--- Ph( ) Z SWR BUILDING Tenant/Owner -_ _ ELC Footing Foundation EI_C _ Access: Ftg Drain ELR Crawl Drain _ ------ ---- Slab Inspection Notes — SIT _ Post&Beam — Shear Anchors Ext Sheath/Shear Int Sheat!UShew - Framing Insulation Drywall Nailing Firewall Fire Sprmklrr - - -- Fire Alarm Susp'd Ceiling - Rcof .i Other: _ _ -- Final V _PASS PART _ FAIL - ---� - — PLUMBING Post&Beam -----^ Under Slab ___.__. —_ _ _ — -__ Rough-In 'Nater Service - - a y�eweJ •2� — Rain Drains Catch Basin/Manhole Shower Pan ! 'I T Other: ------- -- -- - - - - - Fi S PART FAIL — CHANICAL — Post& Beam — — - Rough-In Gas Lin© -------- --- — Smoke Dampers r=inal PASS PART FAiL -- — ELECTRICAL Service Rough-In UG/Slab -- Low Voltage Fire Alarm Final Reinspection fee of$ uired before next ins PASS _PART FAIL --- pection. Pay at City Hall, 13125 SW Hall Blvd. SITE Please call for reinspection RE: U Unable to inspect-no access Fire Supply Line ADA ' Approach/Sidewalk Date . �. Inspector Ext Othir: Final DO NOT REMOVE this Inspection record from the job site. PASS PART FAIL CITU OF TIGARD 24-Hour BUILDING Inspection Line: (503)639-4175 MST INSPECTION DIVISION Business Line: (503)639-4171 BLIP Received _____- Date Requested_ �� AM ) PM BLIP - Location -_ - — uite-___ . _ MEC Contact Person -- k/4,oe� Ph ll--) _-- PLM Contractor _ __ Ph( ) —_ SWR BUILD_iNG _ Tenant/Owner ELC _. Footing ELC _ Foundation Access: Ftg Drain --- -- — _` ELR ---- - Crawl Drain Slab Inspection Notes: SIT Post&Beam Shear Anchors Ext Shealh/Shaar 1. Int Sheath/Shear Framing - ---- - -- -- Insulation - - Drywall Nailing Firewall Fire Sprinkler -- - - Fire Alarm Susp'd Ceiling _/ T Roof (/ Other: - Final PASS PART FAIL PLUMBING _ Post&Beam Under Slab - -- Rough-In Water Service Sanitary Sewer Rain Drains -- - Catch Basin/Manhole Storm Drain Shower Pan Oth - --- - - - PART FAIL ---- --- ---- - H_ANIC_AL _ Post&Beam Rough-in - - --- ----- Gas Line Smoke Dampers - -- - ---- ------ Final PASS PART FAIL ELECTRICAL ..Service - -- - --- ----- - --- ---- Rough-In - UG/Slab Low Voltage Fire Alarm Final u Reirspection fee of$ required before next inspection. Pay at City Hall. 13125 SW Hail Blvd. PASS PART FAIL SITE Please call for reinspection RE: Unable to inspect-no access Fire Supply Line ADA _ n Approach/Sidewalk Onto ~_ _ Inspector -. - Ext-- Other: ` Final I DO NOT REMOVE this Inspectloll record from the Job site. PASS PARI FAIL •• •• •• • • • • •• N N i Vill LJ � � Z 7 h C'i S • • • • • • • • • • a. • • • • • • • ••• ' < 7 m ... ... .. ` U U Su W S r -- -- SW 1 i l' A •.. . . . . .. s I ST'_ SN N_ _ 1 GA t -- -- Z ' E 1Z 6u ` l i I c� I N o .--. Q L A.10 0 0 0 .• ,� z z z w ---� SW W!! ig V), _ o� I \IPROVEMEN "i PLANS Q , t1Wk;1i o p Z 11N'T_L a. � p PROJECT mY1 Ld�QE. �1 • • o o SI w �1 °�, �- -- U U U o /'` 1 Sty CPM CT v v v � -� 1 t a a a � o-ERT � V V Li rY WASHINGTON COUNTY BENCHMARK #754 -LEV. = 472.74 FEET 4 BRASS DISC SET IN CONCRETE AT THE INTERSECTION OF SW ��`.�. �` � 125TH AVENUE AND SW BUIL MTN. ROAD. - �r 36 FEET NORTH OF THE C/L OF BULL MTN. RD. � , k -- K` F� 19 FEET EAST OF THE CENTER OF SW 125TH AVE. �O `�!� �; i 6 FEET SW OF THE SW CORNER OF A FENCE 4 �� '�+- � ��• , ; 1 FOOT WEST OF A METAL FENCE POST Attach............................. .I, j: Job Address: BY:B VICINITY MAP NO SCALE o w ONSITE BENCH MARK (T.B.M.) ,'�� / _ �s o THE ONSITE BENCH MARK IS A 1/2" IRON I ,'JJ , ��' ��` y6>,� � ��?� a PIPE LOCATED AT THE SE PROPERTY CORNER �� , , _ 1 x OF THE SITE HAVING AN ELEVATION OF 477.32'. (SEE SITE PLAN bELOW.) ,' ' ✓J \ L---- -- --- - I- = TI R l� ENGINEER—SURVEYOR: _' s - - - -- -- N T 20' UTILITY EASEMEN / Approved. .. TY r ]: �� Z z s _j 124.00' Or _„ � Conditionally Approved' ( j: \ �� ;,� HARRIS—McMONAGLE � < w 0fi E , 0 0 1r 86 35 / �• For only the work as described in: - ASSOC., TNTC. PERMITNO. �-�� ` ��' � � � I �- . / 12555 S.W. HALL BLVD. SITE INFORMATION — _ -- — — — — I k a See Letter to: Follow. .............................( ,: TIGARD, OREGON 97223-6237 I �!,' Attach... r r } PHONE: (503) 030 `1453 12175 SW BULL MOUNTAIN ROAD I � r' I i .Job Address: - 7 Date: FAX: (503) 639-1232 TIGARD, OREGON 97224 I ay. -'` -- DEVELOPER:, A 1 W S I ' r5o 66�G ,y Z TAX MAP #2S 10s`3C I rn�-� z 10-4 TAX LOT # 100 PAR EL 1 P'0`��, GEORGE WALL C �I(Q 11600 SW BUg1 MTN. ROAD FUTURE LOT I FUTURE LOT I TIGARD, OREGON 97224 H FH P == PHONE: (503) 670-7814 � � E- 30 60 FAX. (503) 624-0882 N n M n SC^,�E ti z � � omttton MADE FUBUC SANITARY SEWER 0 Z (3 J CJ _ 0 cD > Q ^cp AND STORM DRAINAGE ESMT i t /� a 13-PUE CZ IL _ - - - -- - - - - - --- - - - -- - - r --- - --- - ---- o _ - - � � (� w vi p 15' MADE PUBLIC SANITARY SEWER EASEMENT. LU Ln - j f-'�i� (" 1 i l.� !�! 1- �'. :� t' r.1 �,I {, i i+. 1 3: p W f• V - Q Z in 00 r - - - ----- -- - - -- ---- --------- ------- ( T� COD r C4 -- —_e.0—PUE — I— 4 f I V 20.0' 1 _ w I j ( Ix I C4 - 20' TEMP. CONS t. ESM-. o PARCEL 1 h FUTURE LOT I t to o NOTE: cc H I Z F--� '� THE CONTRACTOR SHALL CONTACT ONE CALL Q10 oo U11LI 'l*'Y LOCATING 48 HOURS BEFORE COMMENCING (L I PARCEL 2 N CONSTRUCTION AT: 503-246-6699.. - 20' NAOE PUBUC SANITARY SEN'E T I AND STORM DRAINAGE EASEMENT - - -- aQ WALL PARTI19 i �- cc Ila— Z W PARCEL 3 IMPROVEMENT PLANS �c W MARCH 18, 2002 � D C/)Sheet Index 0 I I D r I�NACCESS $TRIP •94' -T.B.M. Title Sheet 1 of 7 -J S 86.59 27 W DEa2 ON I �/ 112" IRON PIPE HAVING '� J ,5' RJY1 - AN ELEVATION OF 477.32 Gradin and Erosion Control Pian 2 off 7 -" EXIST R.O.W. — — �- — — — --- ,..J � Il— _ — -- — Street and Storm Drainage Plan 3 of 7 �J AD 9 Street and Stora Drainage Profiles 4 of 7 co - -- Sanitary Sewer and Waterworks Plan 5 of 7 --- - -- -- 1 • Bull Mtn Rd. 12155 ROAD � r PLM2002-00275 D ai 6 of 7U l�L �tanda� c� Notes and et is , of 7 /AAA{ . BMOUNTAIN .I ,.... -� � r iM..iW�11�SDATE-- c.' arE sNEET Standard Notes and Details 7 of 7 03,08/2002 i�_IL I SCALE. I up 11 AS SHOWN -F DWG NAME. WALL-CVR ;`P'�4,rm�.ramn: , — i,,.—...,,.-........,..........�..,,,.w�dr:+�+.nl -:At�ii a Y .='.Y.7I�ANA• �.' ';,'�'t- .... . . , ....... .. ,C6i�FX3l.Yf.IDe�iC7AlYV "^fL::^" . -,... Wtl61Mk -�'. - NOTICE: IF THE PRINT OR TYPE ON ANY l u l l.l l ..l l l i l l l 1-1 1-1.11_1-I I-I_l l l- 1II Jill l-1--I-I--I-I--I_I-1.II_II_IIII_IIIII-I IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 4 1I-I--I-IIII -I-II-I--I5-I_L I6I_I. $.I�I I III-IIII(! 1_l l_0l l l —1l 1i_)._2I__Il1 � OL�� ITIS DUE TO THE QUALITY OF THE No 3B ORIGINAL DOCUMENT s Rz 8�Z I GL 9 9L fiZ sz S T7 try ei pit �� st si 'bt si tit it i 8 e L a 9 ib uiz LDtl11N 11 � � i � I � l I � I �� IIIIIII !IIIIIIII !LIIIIII�IIIIIIlllllllllll 1111 IIII Ililllll IIIIIIII IIIIiLllllllI114111 ff �� I IIIIIIIII IIIIII III II III IIIIII IIIIIII , • •• s • • ♦e • • •• •• • • • • CN CN ••• • • •• • • • • O O O • • GRADING NOTES: J : ' : : '•' /' `� ' o I T LL AREAS AS SHOWN ARE TO •1 / / \ - ~) M 1. THE CU AND FI BE BLENDED TO THE ADJACENT LAND TREE PROTEC710N NOTES: TO FORM A GENTLE SLOPE OF 3:1 OR FLATTER. w` 0 �� •' • ', 0 ; ,' l �' N o o _C. 2. ALL AREAS 'f0 RECEIVE STRUCTURAL FILL SHALL BE STRIPPED OF ALL VEGETATION, J �' THE FILL PLACED AND COMPACTED TO 95% DENSITY OF T--180. BEFORE CONSTRUCTION: EX. HOUSE ` ( ,, / U � � � U U r 1. ALL TREES TO RE RETAINED SHALL_ HAVE 4' HIGH ORANGE CONSTRUCTION �> ••• • ' ! " " m 3. THE BUILDING ROOF' AND FOOTING DRAINS SHALL DISCHARGE THROUGH THE � � I ' '/ ry � / 51 ` k � FENCING INSTALLED AROUND THEIR DRIPLINES. THE CONTRACTOR SHALL ••• ••• •• • • ' CUPB OR, INTO A PIPING SYSTEM WHICH DISCHARGES INTO The STORM SEWER SYSTEM. NOT DISTURB THE SOIL OR STORE,MATERIALS IN THE DRIPLINE AREAS. _ r\ - ' • ' • ' 50 4. THE b4USH AND TREES FROM THE CUT AND FILL AREAS SHALL BE REMOVED FROM THE SITE. THE URBAN FORESTER SHALL BE CONTACTED IF THE CONTRACTOR NEEDS r �` - - - �� nr , H I L L J N O STRIPPINGS SHALL BE COVERED/STOCKPILED ONSITE, AND PLACED OVER UPON THE FINISHED TO WORK IN THE ROOT ZONE AREAS OF THE TREES TO REMAIN. 0 V V ,' I 1 J cit CUT/FILL 1,REAS TO A MAXIMUM DEPTH OF 6-INCHES. THE EXCE`.S STRIPPINGS AND EXCAVATED SPOILS SHALL BE I;AULED FROM THE SITE alas �� / // - -' -` \ ��' C•� TO AN '.PPROVED DUMP SITE. 2. THE TREES TO BE REMOVED SHALL 8E CLEARLY MARKED WITH --- -fi �� N cc 5. ALL DEMOLITION MATERIALS SMALL. BE REMOVED FROM THE SITE. CONSTRUCTION FLAGGING. ° ° ~ 6. ALL INTENDED STRUCTURAL_ FILL SHALL BE PLACED AND COMPACTED TO 3• THE URBAN FORESTER SHALL BE ONSITE TO 20' UTILITY EASEMENT / I \ c c c 19 I g 95% RELATIVE DENSITY OF T-180, AND WILL BE TESTED. TEST RESULTS SHALL BE DI;CUSS THE METHODS OF TREE REMOVAL AND THE pROit=CYTON 4' HIGH ORANGE ,,((ONS'I. 0 20 40 V SUBMITTED TO THE CITY BUILDING AND ENGINEERING OFFICES PRIOR 1'0 OF THE TREES TO REMAIN BEFORE CONSTRUCTION COMMENCES. I I`' \ METHODS USED TO PROTECT THE TREES TO REMAIN SHALL INCLUDE SC FENCING AROUND DRIPLINE I \ ALE: 1"_ cc a o -P ' z w APPLICATION FOR BUILDING PERMITS AND PRIOR TO PAVING THE WEDGESROPES ROADWAYS. , , AND REMOVING TREES IN PIECES. U. at c' a z 7. PUBLIC ROADWAYS SHALL BE KEPT CLEAN OF GRAVEL, DIRT, ETC. AT ALL TIMES. Or ° 0 ° W DURING CONSTRUCTION: - -- -- - SEDIMENT FENCE � a 8. ALL CONSTRUCTION EQUIT'MEIvT SHALL BE STORED `PARKED ONL'ITE. NO 4. THE CONTRACTOR SHALL NOT STORE MATERIALS OR EQUIPMENT OUTSIDE �36* WALNUT --"'" �\ `• O EQUIPMENT SHALL BE STORED/PARKED WITHIN THE EXISTING RIGHT-OF-WAY. THE ROOT ZONE OF THE FREES WHICH COULD CAUSE HARM TO THE TREES ' I. 466 \ \ _ \� °� a i�' ~ 9. ACCESS TO THE EXISTING HOMESITE TO THE WEST SHALL BE MAINTAINED AT ALL TIMES. SUCH AS LEAKY SOLVENT CONTAINERS, CEMENT BAGS, DIESEL, LEAKY ESC LEGEND: T �_ JO \ tj� 01 X� � k r, C. C w EQUIPMENT ETC. WHICH MAY CONTAMINATE THE SOIL AROUND THE TREES -� ESC SEDIMENT FENCE MAP a S 1 - 10 t3 C `\ �� '�� `�'� ;in :„ :° 10. THE SOILS ENGINEER, SHALL BE PRESENT AND/OR MONITORING ALL. GRADING \ \ I u v u OPERATIONS INCLUDING SITE STRIPPING, COMMENCEMENT OF CUTS/FILLS. TO REMAIN. -" x - ESC SEDIMENT FENCE DEED RECORDING BENCHING OF SLOPES, EVALUATION OF UNSUITABLE MATERIAL, AND COMPACTION 5. THE URBAN FORESTER SHALL MONITOR CONSTRUCTION ACITIVITTES/PROGRESS (AFTER STREET CONSTRUCTION) 46`8 20011-028226 OF STRUCTURAL FILLS. THE CONTRACTOR IS RESPONSIBLE FOR THE SCHEDULING AND PROVIDE WRITTEN REPORTS TO THE DEVELOPER AND THE CITY OF BIO-BAG INLET PROTECTION \ \ OF THE GEOTECHNICAL ENGINEER. THE SOILS ENGINEER SUBMIT ALL TESTS/REPORTS TO THE CITY INSPECTOR. TIGARD ENGINEERING ARBORIST AT REGULAR INTERVALS. �� 810-BAG CHANNEL PROTECTION I ' EROSION / SEDIMENTATION CONTROL (ESC) NOTES: 6. THE URBAN FORESTER SHALL EVALUATE ANY FILL OR EXCAVATION ACTIVITIES lAl 36 FIR EXISTING FREE TO REMAIN PARIOEL WITHIN THE DRIPLINES OF ANY TREES TO RELuu!t!. SPFrIAL ROOT CUTTING 1. ALL EROSION CONTROL METHODS AND MEASURES ARE TO BE INSTALLED IN AND/OR ROCK FILL AERATION BLANKETS MAY BE REQUIRED. ACCORDANCE WITH THE *LR0S!ON CONTROL TECHNICAL GUIDANCE HANDBOOK", �■ 1 4' HIGH ORANGE CONST. FUTURE LOT I FU TU OT FEB. 1994 EDITION. 7. TIIE URBAN FORESTER WILL GIVE A FINAL REPORT TO THE CITY SOF TIGARD _ - (HIR , J FENCING AROUND TREE DRIPLINE I I 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, ARBORIST AND THE DEVELOPER AT THE END OF THE PROJECT _.� 47 I I REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY WHICH WILL DESCRIBE THE MEASURES WHICH NEED TO TAKEN BY THE -•-- __ OF THE CONTRACTOR UNTIL ALL PUBLIC WORKS CONSTRUCTION IS COMPLETED AND FUTURE HOME BUILDERS, AND HOMEOWNERS TO FURTHER "''`,¢7 I SAL g APPROVED. THE OWNER WILL ASSUME RESPONSIBILITY SUBSEQUENT TO THE PUBLIC MAINTAIN AN9 PROTECT THE REMAJNING TREES. I I I \O N WORKS CONSTRUCTION. 6. THE ORANGE CONSTRUC70N FENCING SHALL REMAIN AROUND THE 3. THE PROJECT LIMITS SHOWN ON THIS PLAN SHALL BE CLEARI-Y FLAGGED IN THE DRIPLINES OF THE PROTECTED TREES UNTIL THE FINAL HOME OCCUPANCY PERMIT `2�? WIDE PUBLIC SANITARY R AND ORM DRAINAGE ESMTI ? 00 N � Z FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURB- IS ISSUED BY THE CITY OF TIGARD. I I i ANCE BEYOND THE FLAGGED LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF CONSTRUCTION. �;" � '� � I PiJE`- � 160 APPLE ------ ------ ------ 4. H SC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTIONWITNOTE' II I THATALL CLEARING AND GRADING ACTIVITIES, AND E SUCH MANNER SYS AS TO INSURE GRADING ACTIVITIES MUST BE AT LEAST 2.0' AWAY i 15' WIDE PUBLIC SANITARY`�fiEWEP, EASE 0 NT. THAT SEDIMENT L4DEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE - . ------ FROM PROPERTY BOUNDARIES OR MORE AS REQUIRED �-----.---______�________ APPLICABLE WATER STANDARDS. I ` BY UNIFORM BUILDING CODE SETBACKS. \ SEDIMENT FENC \ _ = a I 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR (SEE FIGURE A-33-1) I , ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THEFc ESC _- `__-- - z p p W 3 FACILITIES SHALL BE UPGRADED !S NEEDED FOR UNEXPECTED STORM EVENTS AND - , -------- ------ - -- I q 3 TO \ I --- -`-- --- -------- ____ N W ---- ---------- W _ ENSURE THAT SEDIMENT LADEN WATER DOES NOT LEAVE THE SITE, a^' 4 Q Q � I / - � .0 PUE -_ r 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND Top of � MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 20.0• 7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A \ I I Nauual a I \ 1 ' ' - MINIMUM OF ONCE A MONTH OR WITHIN THE 24 HOURS FOLLOWING A STORM EVENT. W2 but 2'(8117 mm)min. r Finish t3rr�r •. l ` 8. ATN and 20'(6096 mmI max. Co a Fill 0 __ \ -------- _ - 20_TE P_ CQNST.-ESM ". ------- ALL - I \ 0 TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE Toe slope 1 H/S but r te�o mm)mini. I � ,� ---' WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL PI slop and I0'13048 mm)n"')t T/! O 0..--. l6 , PARCEL 1 \ BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH H _ � I / 1� I I • SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. MAP I Q p L J 1 � 10 E3 C FUTURE LO I / ` I 9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF � / I � CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL -Noturela It MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FinionGr■oe I � - FOR THE DURATION OF THE PROJECT. W 'Perrin Area Boundary 10. THE CONTRACTOR SHALL PROVIDE DUST CONI rZOL AS REQUIRED. I �, \ I z N V 11. ALL CATCH BASINS AND AREA DRAINS SHALL BE PROTECTED FROM SEDIMENT WITH A04 OQ 1A FIGURE A.93./ _ I .._ i �\ I ` z Cit I p m I I BIO-EAG BARRIER AFTER THEY ARE CONSTRUCTED. REFER TO DETAIL 3-7D ON � � Z � I \ � o o � �� DETAIL SHEET. > CV I / , Mz � � CY NG N ! I I O Z n WET WEATHER EROSION CONTROL SPECIAL MEASURES: `--,,_ �1$ _j 01 1 PA EL 2 XCi EX. HOUSE 3 `... i I I m o to U' n o� cit ` W ' 1. THE "EROSION PREVENTION AND SEDIMENT CONTROL TECHNICAL GUIDANCE HANDBOOK" ' 20' WIDE PURUC\SANITARY S WER \' 3 a w x Z5 L o z IS HEREBY MADE A PART OF THESE PLANS. ANY COMBINATION OF THE VARIOUS I Q va O O z �0 �z ul MEASURES SET FORTH THEREIN MAY BE EMPLOYED TO MITIGATE THE EROSION THAT I'dO I AND STORM pRAINAU�E SASE ENT o ; _ W _ I`a MAY OCCUR FROM SEDIMENT LEAVING THE SITE. I i ` M 0 0 Q 2. ANY GRADING MATERIAL THAT IS STOCKPILED SHALL BE HYDRO-SEEDED AS SET 1 I I FORTH IN SECTION 3.3.6 IN TIME FOR THE SEED TO GERMINATE AND THE GRASS COVER TO ESTABLISH ITSELF TO :;uNTROL EROSION. 6' IF DUE TO THE TIME OF YEAR, THE GRASS CAN NOT BE ESTABLISHED, ALL EXPOSED SOIL SHALL BE COVERED BY NOV 1ST IN ACCORDANCE WITH THOSE APPLICABLE HIGHLY VISIBLE \\ pflOC,UF,1~U SECTIONS OF 3.3.7 THROUGH 3.3.8, AS DETERMINED BY THE ENGINEER AND THE CITY. ANCHOR POSTS SHUULD BE r FLAGGING ATTACHED TO TOPS �Lo) I MINIMUM 2' STEEL U CHANNEL 24` WALNUT I rN0)A I10 Cl)U y r\ OF ANCHOR Posrs � - \ � I TABLE 3-1 OR 20X2' TIMBER, 6' IN LENGTH . B' MAX ` I I I \ IF EROSION CONTROL MATRIX � , -__.._-•_- NOTE; THE PROPOSED 3' _• I �� \ PARCEL 3 -1 I \ i r;.:U�'lNlE[tC1A[., SUBDIVISION AND LARGE SITE CON5TRLIC'I'IUl\ - RETAINING WALL SHALL BE STUCK -- -.- - _ SITE SLOPE PILES INSTALLED WITH CREAT CARE 1� I I c2% <100/0 <IS% <2(P'10 <3U% <5021. >SU"." t. , WITHIN THE ROOT AREA OF �- i i I �. ; I z THE 12" WALNUT TREE„ THE � � � � 1 Gravel Construction(nuance DEVELOPER'S ARBORIST 5HAL!. (Sec 3 3 1) X X X X X X X `�ti I I_ �+ - _ x BE PRESENT TO OBSERVE I P _ Sediment fence or barrier at toe of x X X X r x x � THE GRADING/WALL ACTIVITIES. ' _-1 EXISTING O disturbed arca(Sec 3 3:and 3 3 3) _-� I \ ��``�,� , -IV41gIL-SOX' -- ■ SS STRIP ' �-- 3 Undisturbed buffer at to oPdisturbcd A(2.) 2■ W I �' N�- area 1 Su:3 3 5) / FM Z ■ d Sediment tcnce installed on contours X X X X X x \ / 1 W�� I _ (spacing)(Ser 132) (3U0') (TSU') 1100') (SO') (25') (35) 1 ` _._ ANCHOR PASTS DUST BE co EXIST. MAIL B X K R ■ INSTALLED TO A DEPTH OF M.B. CC �"" W Temp inlert.ep[ordikes/swales d d q q d q � f �r�E} around active work areas(Ste 3 I I) NO 1E55 INAN 1/3 THE I � --- _ WETWEATHER IvL 1tL F ti TOTAL HEIGHT OF POST o Established ass ` -r- n` t to +t _ O Z \`\ Cn5 - (s« 3 3 t,) USk 8' WE 'U' -- -- -- - --- ,:�,, -+ 1 • TO SECURE FENCL ' ESC ENTRANCE I 3 BOTTOM 20.0' \ - 7 2"-min. straw mulch cover(Sec O U U U U U I - 3 3 7) NOTES; --- - - 8 Erosion Niankets with anchors(Sec. 0 0 U U U 0 1. BLAZE ORANGE OR BLUE PLASTIC MESH FENCE FOR FOREST PROTECTION DEVICE, ONLY.f 33 8) 2, BOUNDARIES OF RETENTION AREA WILL BE ESTABU91ED AS PART Of THE FOREST CONSERVATION PLAN A A0 NTAIN VV ,+ o-mil plastic sheet cover(Sec ? 3 9) O O U U O REVIEW PROCESS. I\/I3. BOUNDARIES OF RETENTION AREA SHOULD BE STAKED AND FLAGr.EO PRIOR TO INSTAl11NG OEVICfS. SW' BULL ��/// 4. AVOID DAMAGE TO CRI'ICAL. ROOT ZONE. 00 NOT DAMAGE OR SEVLR LARGE ROOTS WHEN INSTALLING Ill Scduuent trap or pond(Sec 3 3 10) 0 0 0 0 0 POSTS. . 5. PROTECTION SIGNS ARE REQUIRED, \ - - --T - I 6. DEACE SHOULD BE MAINTAN:D THROUpiOUT CONSTRUCTION. � _ - \ I I Reestablish ground cuvr:or \ co la•tdscape pnor to removing erosion X X X X X X X - rneasures" 3 3 b> PLASTIC MESH TREE PROTECTION FENCE A-Alt-naLc to Hao.lcmuic hkhcnrad m('arenUk ais \ \ N t�phun•I Due Sieaswe.Can use,n Appltc•F)It' •-tiy,pl•n,cinal l4'et',L',:.idwr�kwtu•t'N,wnmtx:r I +.pal io).`.:.:dins pixy W'iepenibei I i it•Alternate wet Ncuttkr Ivkasiuc ui• I � DATE: SHEET It di itrcut ural ur IAB site have Vmsklerab4 ihlieren I'll" Ute site nwv tb dt%kkd up and ertnu,vi aramnea U�/08/2002 sclscied fur each area farm an•ppnipnate Column in ate matrix Y,taw i i 2 SCALE: AS SHOWN of Bull Mtn Rd. 12155 PLM2002-007.75 MG NAME: -. 2 of ' WALL-GRD01111111 7 ...w.,,... ......�.-..,•„-,w,,.r,,.«_..._ _ ._..«.,ul► - . .F ,. r..."'T +. �t. .. r..CIA aXYAI. ... _..,. _ - _._ NOTICE.' IF THE PRINT OR TYPE ON ANY T rr(I I r III I L I I IIII V III Il I I t 1 1 11 I 1 1 111I r1► 1.11.1TIT 1111111I II 1 t 111 111 111 111 -1111111111ll'r 111 f l 11 111`I I1 111 111 111 1 ! 1111I(! 111 1111111 11 rI1 1111 , l111 11111I I II II IMAGE IS NOT AS CLEAR AS THIS NOTICE, I 11111 I � 4 � � 6 / I 0 I11 I 1_l - _ 1_ l . _ Jill_ - _ l _ L _ _ _ ITIS DUE TO THE QUALITY OF THE No 36 ORIGINAL DOCUMENT F gZ 137 LZ 9�Z 4lZ 6Z SZ Z tZ OZ 6t 81. LT 9t 9t T>t Et �t tt I t l6 18 1L I l9 4 ib S z Tal�lrM ��Ii��l�� i��1►illI��l��li�ll�l�ll ��li�Ili�l�� ill�iil1111111►111iiliiilliiili�liiill�iI11i11lllliiiiiliiiiliiiliiliiiillll�1111i1� ��illlli�iilll��ii�l�illl�u�u��ll�a�l�lllli��ii llulill�l�liil�� l� • •• •• •• • • • • •• C14 C14 C14 • • • ♦ • • a• c� O O w m Q • .•• • ' STREET CONSTRUCTION NOTES: c • • • • • • • • • • - a I L -at• � '• ••' 1. ALL WORK AND MATERIALS SHALL CONFORM TO A.P.W.A. AND THE CITY OF TIGARD o 0 o a / I- SPECIFICATIONS, STANDARDS, AND PUHUC WORKS CODE. • • 2. THE DEVELOPER SHALL_ INSTALL STREET LIGHTS PER WASHINGTON COUNTY, o o a m _ _-_- - ---- -� - 1 ; �--•;; ~: :.' IES, AND PGE STANDARDS AND APPROVED LIGHTING PLAN. - -- - - 1 W2 01 PRIVATE LIGHTS SHALL BE METERED SEPARATELY FROM THE PUBLIC Z 1-EACH STREET LIGHTS. ELECTRICAL INSPECTION REQUIRED. 0 1 NOTE: - T/L 100 - 3. A PRE-CONSTRUCTION MEETING IS REQUIRED; CONTACT BRIAN RAGER; w FOOTING DRAINS FOR THE F' ITURE LOTS - 63 -4 M N � 1 MAP 2 S 1 1 C�B C ( 9 171), FOR A TIME AND PLACE. NOTIFY MIKE WHITE OR MATT HARRELL, WILL NEED TO BE PUMPED UP INTO THE I DEED RECORDING I THE CITY INSPECTOR 24 HOURS PRIOR TO COMMENCING WORK. z z z VI STORM DRAIN LATERALS, OR INTO A REAR #2001 -- 028228 - - - ' - 12"x18 4. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES FOR FIELD = _ YARD INFILTRATION 3 TION TRENCH. REAR YARD ( ) ROOF DRAINS WILL NEED TO BE RAN UNDER i I LOCATIONS !N COMPL;,"SCE WITH ORS 757.541 TO 757.5?1. 1 a i o THE FUTURE HOME (IF NO DAYLIGH I 2 5. A CITY TREE CUTTING PERMIT IS REQUIRED FOR THE ENTIRE SITE. o BASEMENT), ATTACHED TO THE SIDE OFI PARCEL 1 W2 6. WORK HOURS SHALL BE RESTRICTED TO THE FOLLOWING SCHEDULE: THE FUTURE HOME, OR PUMPED UP TO TSE 1 I -EACH o 0 0 U Q STORM DRAIN LATERAL. 1 BETWEEN 7-AM AND 9-PM MONDAY THROUGH FRIDAY 3 w 1 BETWEEN 8-AM TO 9-PM SATURDAY OR 9-AM TO 9-PM SUNDAY " " " p 5-58. STM A-UNF•= ( WH I TTN E Y PROPERTY - (NO WORK, IS PERMITTED DURING THE HOURS OF DARKNESS) 2-'6.4, S-0' L'. SW 122nd PL NOTE: --- �+ T 7. IN ADDITION TO THE EASEMENTS SHOWN, ALL FRONT USA rr(��u MH STREET TREES � DEED RECORDING AND REAR RN +473.1 5+13.3 STIR A-LINE 'RED SUNSET MAPLE' Ln CURS RETURN DATA 470.1zx 1 16' OF 4" AT 0.010 <TyF, N08� -024994 (12"x18) LOTLNES SHALL BE SUBJECT TO AN 10.0 FOOT WIDE EASEMENT FOR INSTALL I I.E. ±467.3 STORM DRAINAGE, SANITARY SEWER, WATER SUPPLY, CODE DELTA LENGTH RADIUS TC.ELEV.- NO .PARKING' •2'.' WIDE PUBLIC SANITARY SEWER 4+71.3 STM A-l_1NE 1 3•+.1713, 7,5' LT. SW 122nd PL; T ��L 901 Q 90.00-00' 39.27' 25.U' 1 -473.77 A'%D STORM DRAINAGE ESMT. 16' OF 4' AT O,O1U SID STD, CURB � � SIDEWALK, AND OTHER PUBLIC AND PRIVATE UTILITIES. ' 2--472.85 _ I.E. ±467.1 3-471 g7 TC 473.64 1 =t53.fi SIAL_A=L1NE __- __ T.C. '�9•°g MAP 2S1 - 10BA W- 9. AN C'iERALL BLANKET EASEMENT FOR MAINTENANCE PURPOSF_'_� SHALL 8'x12' TEE 8.(PUE� --- - 3+16.1. 7.5' LT. SW 122nd PL STUB 5,0' .0 12 - _ __ _ _ _ _ _ _ __ 2 INSTALL LYNCH INLET 4-EACH EXTEND THE PRIVATE ROADS FOR SANITARY SEWER, WEST AT 0.0040. -- - - -- - '- ._-- - - GRATE 468.91 j CAP END. 1 i - - I.E. 467.07 8" OUT STORM DRAINAGE, WATER SUPPLY AND OTHER PUBLIC AND PRIVATE UTILITIES. 47282 STORM A--UNEJ '01.7 OF 12" 3+00 13c- 9�-- ---;-----;--_._---------- --- ---- NOTE: _ M. _ 15 ' AT aozoo ------ -- ----------------- t-�( 9. ALL UTILITIES SHALL BE UNDERGROUND. A COPY OF THE WRITTEN AGREEMENT a -- ��- -- � ��-- PRIVATE --► � � � _ WHICH ALLOWS FOR FUTURE ACCESS FOf� _ ___ _ _ a _ _ __ _ _ _ _- ( - 4"LETTERING ----- - - -- --- T/L 200 SHALL BE PROVIDED TO THE CITY 81z 115-INSTALL 'NO PARKING' g_ 2+51.44, cz LOC_ LETT AND RIGHT) , F ��3 7.3-RT_ SWIZZ^dP-,---- -r- ----- ----------------- - - - - - - -- ---- - - " STORM SEWER CONSTRUCTION NOTES: OF TIGARD PRIOR TO ISSUANCE OF THE + N I - 7 T- -- -- -- -- -, END STD. CURB' - - - - - ---- ------- - -- - - -- SW 122ND P�- (2)4"x6 ) 5SN° %� L > '' :'W 122nd F�_ 8.0' PUE T.C. 489.67 SITE DEVELOPMENT PERMIT, 1 Na a I r 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF `�'4 rv� n T.C. 4i�._y 1 1 4+43.7, 10' OF 4+66.4 STIR A-UNE= I r ,!- " TIGARD SPECIFICATIONS, STANDARDS, AND PUBLIC WORKS CODE. 1+83.94 10.0 RT. PC, 4" AT 0.010 i 3+12.1, 0.5' LT. SW 122nd PL.: 1 3 L:TTERiNG 3 LETTERING a _ oo°�,,� N o Z I j SIM 122nd PL I 1 USA J040 MH - - - - - - - - - - - - - - - - - CATCH o Q'. a ER NS SHALL 1+84.3, 10' RT. SW 122nd PLL ----1____T STALL 3 i t RIM ±469.0 -------- -- --- `___'------ ------ --_- - ----I - ----_-__________--__-_ BWEA� WHITE D3 2 CPSMSTANDARDSAND PIECIFCATIONSE CONSTRUCTED PER THE U.S.A. AND ��fz� o �' � ILJ x �� Ul INSTALL LYNCH INLET 1 I I NO PARKING'` I u j - BLADES LETTERING " S'/� x 200 GRATE 474.18 1 5% --PRIVATE PAR CEL 1 i ~' 3. TWO 4 WEEP HOLES SHALL BE PROVIDED THROUGH THE CURE FOR EACH W \ I.E. 470.73 8" OUT 1 �! f ST. LIGHT I > w r'-- - 1-EACH LOT WITHIN TWO FEET OF EACH FRONT LOT CORNER. I I 1�l AP 2 S 1 -- 10 B C, 1 I cc - - - - - - - - - - - - - - - - - - - " " _ �� 4. ALL PAIN DRAINS SHALL DISCHARGE THROUGH THE CURB OR INTO THE -' f Pf•�NATE DRAINAGE SYSTEM. ci I 1 , 1 I S z J '1 - - - - - - (30"STOx;A") 5. ALL PRIVATE STORM DRAIN LATERALS SHALL BE 4" P.V.C. PRIVATE Z O z O Uj 471.11 x 1 I STOFM DRAIN LINES SHALL BE CONSTRUCTED IN CONFORMANCE ��-, -i a -i W 3 20' 2.0' MIN. WITH THE UNIFORM PLUMBING AND BUIL DING CODES. o I EXIST. PVMT. - F-p f; 4' AT, 10' of SMT 6. A PPF-CONSTRUCTION MEETING IS REQUIRED; CONTACT BRIAN RAGER• 1 °- 4" AT 0.010 1 ESMT I�---;1 U Q I _ I - - - (639-4 i /11), FOR A TIME AND PLACE. NOTIFY MIKE WHITE OR MATT HARRELL, -7 c� I _ _ R1-1 THE CITY INSPECTOR 24 HOURS PRIOR TO COMMENCING WORK, L.. f`r I 1 X L1L1L. PARCEL 2 N ��" 2.0' I g 7. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES FOR FIELD LOCATIONS IN COMPLIANCE WITH URS 757.541 TO 757.571. I PROPOSED STREET LIGHTS (PRIVATE) I I - I O 8. STORM PIPE SHALL BE PVC D-3034 OR EQUAL AS APPROVED 2 ' f , IGH- 70 BE 30-FOOT, BRONZE, ROI IND. By THE CITY, UNLESS OTHERWISE SHOWN ON THE PLAN/PROFILES. U 1 / NOT' : _0 DRAINAGE DITCH TAPERED, DIRECT BURY, FIBERGLASS LIGHT 3.0'-_� - ; 3TPEET TREES , I: I NOTE: POLE, WITH A 1OOVgATT, 240 VOLT, HPS, 9. AN OVERALL BLANKET EASEMENT FOR MAINTENANCE PURPOSES SHALL ' RtJ SUNSET MAPLE' 00 1 EXISTING UTILITY ;POLES TYPICAL SECTION " " EXTEND THE PRIVATE ROADS FOR SANITARY SEWER STORM DRAINAGE Uj 479.89 V I ' 1 SHOE-BOX STYLE LUMINAIRE, MOUNTED 1 I f TO REMAIN IN PLACE ON A 8-FOOT MASTARM, 25-FEET ABOVE WATER SUPPLY AND OTHER PUBLIC AND PRIVATE UTILITIES. �a E 0+97.81 11.4' LT, SW 122nd PL 1 CV DEVEL(Ur .-R WILL PAY A THE ROADWAY. ►-� z N END KEYSTONE RETAINING WALL I I FEE IN LIEU OF QUANTITY REQUIRED: (2) STREET LIGHTS. 10. ALL UTILITIES SHALL BE UNDERGROUND. cv U ^"1 TOW 480.6 + 3+49.3, 10' OF) EXTEND GROUTED ROCK UP/AROUND �'.�� r co Q a �� IN f 4" AT 0.010 I UNDERGROUNDINC. PIPE TO FORM A HEADWALL SEPARATE BUILDING PERMCf REQUIRED 11. STORM DRAIN LATERAL PIPES TO BE WHITE IN COLOR. z �' i m O7 481.70x + i I - 5'x3'x1' U O > J rn iNSTA�L 'NO PARKING' I 1 '-I I W 12" PIP si Z r- n N INSTALL MAILBOX I z ; `� X12" OUTFALL 0 1p W E TOW 4823, BOW 481.3 + O I r CLUSTER (5 BOXES) I- H BOTTOM J w rn r? j�-QL� G+00.00 STORM A-UNE= � ,y p 3 cK,00 48281 I� I I ' ; - DURING CONSfRUCTiON. 16+35.5, 27.1' LT BULL MOUNTAIN RD. m U Ln �' w `-' 1 INSTALL I Q 1 ANY IMPACT TO OFFSITE STORM OUTFALL- CONSTRUCT ROCK �j d _z � ca w FUTURE D/W (BY OTHERS)i 4b292 M NO PARKING' PARCEL 3 I �' I ' ' ' PROPERTIES ARE THE DISCHARVE PAD REFER TO DETAIL, Z z ui Q p S INSTALL 70' OF *- _ _f o , Q 1 3 WIDE, 5 LONG RESPONSI9ILJTY OF T}il5 SHEET) ( Q 0 4 W _ -1+04.0 STM B-IJNE= , ; CONTRACTOR TO CLEAN w v = � a KEYSTONE RETAINING W 1 1 0+22.7, 8.1' LT. SW 122nd AVE= , > DISCHARGE PAD DETAIL DEVELOPER CONTRACTOR o SEE DETAIL, THIS SHEET Z O/I, 12+52.7, 23.3' 1 T. BULL MTN. RD. I Q cc / DOWNSTREAM CULVERTS &•80USA 10 MH I �- p,. CLASS #50 (50 L.B) RIP-RAP ROCK ON BOTTOM 3TOW 484.8, BOW 4828 i AND SIDES OF DISSIPATER. PLACE 1500 PSI EXISTING DITCHE.� (TYP) .- I I RIM ±485.0 NO�-E: r 11111111111111111 INSTALL 'STOP' SIGN AND STUB 4 5 OF 12" WEST S 1REET TREES CONCRETE GROUT. AND HAND PLACE RIP RAP. 'PRIVATE ROAD T ��18 AT 0.0040 - CAP END I R N EX. R W -� -- )(IST. _ f"�B lE 0 D - NO I ED SU SET MAPLE -/ _ _ 20 4Q MAINTAINED BY THE CITY r - - - , <Ty > r, ___ J U "_ / SEE DETAIL 142 1 ; - - EXIST. DITCH c = = - - "ULV2 DITCH SCALE. � -20 OF 11GARD' w/STREET NAM - } COMMERCIAL D/W APPROACH - - � l- - 0+29. 11.4 LT SW 122nd PL 48+• I 1 _ M.9 � t = - - - _ _ "p BEGIN KEYSTOfE RETAINING WAr1. I 1 PRIVATE �__ -- -i 2+78.9, STM A-UNE= ; E) R/w- -` -� CONSTRUCT ROADSIDE DITCH SEE a �O� 3, ,9 OF 2 - CULV1 EX. E•P•- -- - - - - -- -- -- - _ TOW 485.0. BOW 484.J i 1 f - I�� I 0+00.0. STT°I�UNE -1- - `�' \ ) - -- I 1' NON-ACCESS STRIP DRAINAGE DITCH DETAIL, THIS SHEET y,y _ _ - 13T36.T23,4 LT. BULL MTN. RD.I STORM Jy 701"._ ♦ _ _'y _______ --- - -- I US", /010 MH t C� _ _f--PUBLIC -__ ___ i o sus qo i A-LINE EXIST. 12' CULVERT EXIST. 10" CULVERT kECONSTRUCT EX MALL BOX 4as.e1 -'-' -' ��f RIM ±479.0 \�` VARIES ��`�- 244.9 OF 2" _- 16+01.6, 26.6' LT BULL MOUNTAIN RD. .12+75.1. 220 LT, TOP OF WING STORM A-LINE __ ____ _ 12+47.7, � \ 11.7' STORM B-UNE ------ --- USA X250 DITCH INLET 220 LT TC 484.05 , 1 , " �� . a _35.Q- --- --- -- -- - ROAD TOP OF WING I 4,45.35 / STORM B-LINE 104'0 OF 12 SEE DETAIL., SHEEP 7 TC 485.79 I M.B. S �"PMLK;~'_'-* MOUNTAIN 12+47.4 I - __ -- - - = - - -- - -- - - - SW BULL - 1 END TAPER -- ��Z__SF _ -. - - m - - M R w ""� -- f- - --12+76.8. END TAPER x +' 1; _ _ --k- _�sT --- - 17+00 -- - -- - - -- - - _ - s1u-PRIVATE DRIVE PAVEMENT SECTION + - - CONSTRUCT PARTIAL DRIVEWAY IMNG (3 0' LONG) I'VMT CROSS SLOPE SHOULD BE o �- -- "- -~- 1 s"�-----`- T - +`.0 +/-25X TO NEW D/W GUTTER --}� - ---- - 15+00 __ -- __ _�„ Q 12+60.7, 220' LT BUIL. MOUNTAIN � ____F -- --F-_--- -- ,, __- . ,.- _ 0+22.0 SW 122nd PL SAW CUT AND SEAL EX. PAVEMENT EDGE - " 0 -j - -- 20' DROP FG 484.51 TOP OF LIP 8 __- -� - - --- 14# UO 15+18.2 BULL MOUNTAIN RD - I----- 13+00 EX SAN MH _ AA - I- - - - - '_ ._.. -_ _ -- - ----- -- - ---- - ----- --- -- - -- --- - - RIM +/-470.93 - r `- - - --T 12+00 12+59.33 BULL MOUNTAIN RD- _ ;,_ -_- _ +_ ' __ - -- - - --------- - `�� _.---- -- - --- I mor z 0+00 SW 12 -nd PL --- - - -- --------------------- - 4G. � 28"x26" CAST--IRON a... -- - ------ - - -- -- - - -- ---- --- - `I R I D GE PROVIDE HINGED < - -- ____ _•__ - ---- -- _-- __._ -- ____ __._ r. P E. �`' TFt,4P LID OR GRAcE WITH BICYCLE �A4" MIN. CLEAN-OUT BARS Z f STREET STREET D � R � //yy I 3 2.0' _ 0 � � I w cc � 12" 'KEYSTONE' UNITS r EXISTING GRADE p _ PVC SCH 4O ,.,J cc C) o _ - a. 3.0' ��_ 1 0' BACKSLOPE WEST T.C. LT.- C/L+0.13 NORTH (� - { T.C. RT.- c/L --- ---- �� , - row- - OR D.I.P. -.•I - - 13 ---- --_- ----- 1 1'------ -- 8' 1.0' 8.5' - •--- 8.5'16" STD CURB. - "�- / 45' BEND 16' STD CURB. T.C. LT.- G,7L+1.0, 1.0' 8' P,U.E. ,• '• RT.- C/L+0.88 In a: E t0' _ _ P.U.E -- 7.5' -- 7.5 - -' Y TOW - TOP OF WALI 5.00% - CURB.- 16" STD CURB. S.00X - 5.00% BOW - BOTTOM OF ./ALL wmj i 5.00% --16" STD CU B. _ --- �- �- -- WALL HEIGHT RETAINED SOIL ZONE C-4 MIN. O - �_� -- --- -` --- 1 -3' (VARIES) ( ) NOTES: 6" 6" 6" 1. RETAINING WALLS SHALL 1. VJ -2" CLEAN DRAIN ROCK BE 'KEYSTONE' RETAINING a 3-1/2" CLASS "C" ASPHALTIC CONCRETE WRAP IN FILTER FABRIC WALL SYSTEM OR EQUAL 24"x24" 1 G GA.- D i °i -- 3-1/2- CLASS "C" ASPHALTIC CONCRETE a OUTLET •G S 2" 3/4"(-) LEVELING ROCK- 2` 3/4"(-) LEVELING ROCK FINISHED- BOW w OR 1" PLATE > 2. ALL RETAINING WALL WORK -- 7" 2"(-) BASE ROCK 'AN-C-ham 7" 2"(-) BASE ROCK .-' GRADE -LIMIT OF EXCAVATION SHALL BE DONE IN COATED INSIDE PAYING NOTE: ,. _ PLACE ASPHALT IN 2 LIFTS SAM± LAY t CONFORMANCE WITH THE & OUT WITH PLACE ASPHALT IN 2 LIFTS (SAME OAP) ( TRACT A t- �4" CPP DRAINUNE To CURB UNIFORM BUILDING CODE, Iro TRACT A BUILDING DEPARTMENT AND ASPHALT PAINT s /,�, oAtE a,iEEr NO PARKING ALLOWED ON STREET NO PARKING ALLOWED ON STREET 2+51 +4 TO 3+17.1 3 16" CURB WEEPHOLE. IN NYLON SOCK. THE MANUFACTURER'S ,E,r 0+35 TO 1 +83.9 _ PRIVATE DRIVE PRIVATE DRIVE L COMPACTED AT 95LEVELING PAD, 1 7. RELATIVESEROCK DENSITY RECOMMENDATIONS. <�,G��, s 03/0$/2002 TYPICAL STREET SECTION TYPICAL STREET SECTION „ „ �F 3 NO SCALE NO SCALE KEYSTONE RETAINING WALL LYNCH C H TYPE CATCH BASIN Bull Mtn Rd, 12 5 As s"OWN LIF NO SCALE NO SCALE PLM2002-00275 0*'c �E; 3 of 7 WALL-STR 7 .:., ..,�. ,.,,,... :_...._. � u+ ..,i . . ._„_:; e..,c,.J''.x?...•.r�Pa4r�; �tl ;vYiY.Y»Ikr^9iE',J;rf!+J7ftN ,,.r...«....wa.:'Sx,...._. ,.....w-,...,....,...�...,.`:'�' w�ie'', " . ..:t:r"' .,..,..w :,-e' , M.y,n '.as�MYNYM•. ...+.-,.,.Rr'...!'lr.•i+N.arNlk.••IyF�,'(Yr .nirlty. NOTICE: IF THE PRINT OR TYPE ON ANY I ' 1 I I I I 1 1 I I 1 1 1 I I I I 1 1 1 I L I I I IIIIIII III I I I I I l l l l I I I I I i I I I I 1 11 IIIA I I I I 1111 I I I i l I l 1 11 1 1 I I I I I I 1 V I I I 111 1 IIIIIII IIIIIII 1 1 1 1 1 IIIIIII IIIIIII I I I 1111 IIIIIII III III 1 1 11 1 I IMAGE IS NOT AS CLEAR AS THIS NOTICE, - L_ I _ . _1 _- I L --I 1 -- I-'-6I -----_L l io I 1 l l I I 1 I G�'�z.e. DUE. TU THE QUALITY OF THE No.36 �,��..., v ;. ORIGINAL DOCUM! NT i £ 3v 8Z LZ 9Z 4Z fiZZ IZ l)Z "111 I 8i LI 9I SII 6I SI ZI i�I I I 6 8 L '0 9 S Z 1[�•uw I f I+ �� I I I 1I ►�� IIIIIIIi11111�1111 IIII�IiII IIII�IIII IIII�IIIIIII►11111 Illl�illl I►11►111�Itl!1111 1111111111111111111111►,111111111►► Ii III 11IIIIIiIIIII� I III I11111111►► � I 111111111 IIII�IIII l 1 I � I �IIIIIIIlllI111111L�11111111111111 II I UllUlllllll.11lll11111111Jllll��l • }. .„...,r,:r.A-..:�•.,�;�Jefv'�&t Ydt4.��,.N&r.tr�...•.r. ,t>�,..,^3.r^:�. _ � ... �,..... daa�.rN,kr.�ne �fwrirna ,.Lt ., .a 5�..,h!'� Y«#t4[�nehr.b,� } . .� .. -.},1. ,. �. k h .. •.., .. r '.: } ".. ..T .:y, :..:.�• ��YY .i :��i ,:. 1� ti'. • • •• •• ♦ • • • O O U LAJ G � \ \ \ W) M N I �O • ••• • • • • -L _ _ _ -� ww w i HIGH POINT E14V 484.50 POINT ST • 0+38,33 I p Q HIGH p _ .•. ... F A STA � 0+45 Pm `''EV gli 484.97 , � I nig• � � ... • • � .G A.D• : -12.00 2 < 04 K 1167 __.__._ _ _ A --_-•_-- I _ w~ 480 - __ r --__ . ._...__ ._ ._.._. _ . _ __.. ,�0 _. _ _N I w 3 Z - Z o �o.ad PVI STA 1+00 i 1 _"1 o_I ”' N I� I� PVI ELEV 47'.47 11 w Sf �. A.D. •► 4.00 `I� 1 I o 2; � ww O► /J/ I � i �� Z Z Z 1-- i o K h fi.00 PVI STA 2+00 ' �'' - - - s +1 �^ 00 �it -I u v PVI ELEV 473.47 / ( I I "`4 � � W + w Y0 A.D. 2.00 1 \ 1� in YJ 0IL 4: 3• .f -- _ K a •04 - - - ---__--- _ ..... _._. - _-_- -_ _- - - __. ___ . t. Uj ..__ o o 0 W OD \ x p i \ \ ! O 1 I I I I \� SnH, I N ; 0 0 O U i N tia \ a I V U �= f 480 480 +1 470 \ + + I 1 N Gi "� 470 �� \ I 1 I - Of CRSS 8 ir � X BA FI N \ ctd v LL I 0a � I II \ LL. I z z t 1 _. 101. _Oc 12`_PVCC'- . . . - - i i ^ ZQ 3 187,5' OF 12' PVC C-900 AT 0. AT 0.0040 :`I ri cV 2 SCALES -: L� ( z N r i m CALES ! r*. a. HORZ.�1 -40 ' - cj I N N I • r 470 VERT=_.1 =4- - -_ -_---- - - _- .._. ...__..__._. y _._. 1�0 i - - -- - - - ; - - - __ I.- _-._ 460 ��►� 470 0, N ,� OHI. 4 , g I \ ! 1 z 9 VERT: 1 "=4' I � L4 14 1 '1 wM SW 122ND PLAICE ! Min" - � t to PRIVATE DRIYEWA Y�� PROFILE I $IIIII STQRM AINE PRO�ILE uUl� W� w I 0 00 1+100 00300 3 00 4+100 i 5-+ 00 w = 3 I I i I 11c I 500 ------ -- - ---- __.-..._ ___.__..___...__.._._.-- --------_______.___. _. __ __ ____.._ _..__--____.__. _______._____.._. _ _�. _..._ ._ __-•- -- -----•_ _.-- ----.-_-____--s PVI STAJ11+40 PVI ELEV - {490.97 I g t A.D. - -4.50 i vs! K - 44• i I l rn i •— �� p i I w I _.t ! Y � in NOTE: ' Q N — 2 _ — _ EXIST. F V'MT AT I a Z a THE CONTRACTOR SMALL POTHOLE ONSITE � I � °' �i � � m �"�1' _ _ _ _ -0.50x �� TO A DEPTH OF APRROXIM 4TELY 3 FEET z N M -- I N t0 / ! -0'30x g M o TO EVALUATE THE MATERIALS ANS? i J � M N a I _j _ _._. __ .._..____ _._.___ ._... -_.� .^- _- -__ ___.__.____- - _ THE Souo . _�___.... _ ____.._____.-_-- _ 490 -__- _.. .._.._..._ .�_ ..__.__..___ _.__.. ___...-__ -� N gI ,o �, _ ROCK MENTHE STORM TRENCHVON ITE 490 Lh m o i w 0 �cLu o + < vi i3 I �j 3o zztnpZ / I a + + N :0) + �, AND INI BULL MOUN IN ROAD, BEFORE �, o o W '_ COMMENCING CONST�tUCTiON. I w o a `v F a 10#1I� I car I 4J N Nm1� � - _� - - - __ ------ LL' W W m iJ� \ W m 't1i N04 Nuri 0 viU al I�• STUB 4.5' OF 12' I �`\ 0000 82 l a + a I I WEST AT 0.0040. I \ N +In V) M CAP END. \ 480 480 I z a La ICY-1 I` v� ut .._.___...._.. ..._...--.. ._.__._.____...__ __.,_.._.._ ...._.__ _._._.—__.... - - _._.._____._..___.._._..__.. ___...... ._- _ - - --- --•---- _ __..-___.____ - -- ..__ ________.—__-- --- _..----_._._...._.___ mill Q`Lb0 c) w �'(w II op 0 W I Z Z:31-: - {, Zm Ual COQ, � < :'� � cop �' I � �� I S CT \ Ni I p N I �_ LL _-.- -__. _.-_------ 4 7G I I 470 ---__._____._____-. . ..__._.. ._._______.__..._._.__. ...__.___-- --_. ---____ -__.._._._._.___ _.—.-.r._....._ ��J- c o � �� 5 � � � (� in cle SW BULL MOUNTAINS ROAD c�PSs ! \\ I'$ 0 ', I Z 0 G" POSTED SPEED = 40 MPH i I \\\ I 33.9' OF Uj 85th PERCEN I ILE = 4i5 MPH �12 CL--52 DJ.P. 0 I I DESIGN SaFED = 3 MPH 244.9' OF 120 PVC C-900 AT O 0040 \ AT 0.0040 STORM A--LINET SW D U l�L M OU N AIN ROAD i .SII W — z13 � ! � mcQ i STOR A— LIT PROFILE Z!= BIW s N ,.J I 1 � - __.. .__ m _. _._ _._. _ _ _ t� m 460 I SCALES '� c� i 1 la!4J 1 lal I �i � HORZ.:1 "=40' j I I") Vl Q 1 VERT: "=4' I `�I Lj i 00 8 00 a 00 10 00 1 00 12 00 13 ��o 14 00 15 00 16- 00 7 00 7 _1. I_�___..__—_._----__ -------_._..I HE.E. 03/08/2002 SCALE: 4 HORIZ:1"=40' Bull Mtn Rd, 12155 VERT:1"=4' of PLM2002-00275 DING NAME: 4 of 7 WALL-STRP , ,.�,.,,.r •rs�_ aoo p.+ ,: .... .. ...... ,,�..n...l -r..... �.. . .. �.. i.... ... .. , .. _. f�R.�+. �.� ..-. ... ....._. VWi .. '�. . "� BfiLSAt Y.. �lF71NYM11{�A171 RAP e#� -IrSI -I1I1II _IIpill III--III 11111,1! I IIII! II! II IIIIISI I �III � I IIIII(i IIIIINOTICE: IF THE PRINT OR TYPE ON ANY I -1IMAGE IS NOT AS CLEAR AS THIS NOTICE, 3I 1 l - 1lIIIIIII II I 1-II ! � I � ! II ! II I ITIS DUE TO WE QUALITY OF THE No 3e ORIGINA_ DOCUM1I �► I► I1I ��► ii,�lil��i i��l��l��►►1�.,��1��lfll�� I�►�I��I��I�►l��l ►�I�r.��II l��l(��I!�i�l �� i�l�� II�� II��!��►►��III►1►�►I�II��I��I��lll►ISI►��11�� .<<►��►l��l��1� 11�.��i��.��1�►N►►o�l�l"1 1 IIIA►�� II►II��I�I�I►��►►� �� I I C4 C4 C4 • . . -7 SANITARY SEWc, CONSTRUCTION NOTES: .•• • • •• M n N C1 • 1. ALL CONSTRUCTION MATERIALS AND METHODS SHALL BE IN CONFORMANCE WITH THE CITY OF IWARD, AND U.SA STANDARDS AND SPECIFICATIONS. EXISTING MANHOLE 2. MIN UNE PIPE SHALL BE 8" AND SERVICE LATERALS SWILL. BE 4" PVC, CONFORMING TO ASTM D 3034. ALL LATERALS TO BE GREEN PIPE MATERW o i i STEPS S. SIDE ) 0 o Q RIM (447.05 ii •: 13. SERVICE LATERALS SHALL EXTEND A MINIMUM OF 10 FEET FROM THE MAIN AND 8 FEET INTO THE LOT. THE ENU OF EACH LATERAI. SWILL BE C r) IE 434.57 IN •7•. - Tn__ MARKED WITH A 2" x 4" PAINTED GREEN, EXTENDING FROM THE INVERT TO A MiF:iMUM OF TWO FEET ABOVE THE (,ROUND SURFK;E. \ / / D2 -- - _ _� (SEE DRAWING 170-SA) n J w � _ _ _ _ o � om (( (( O I I i _- .. .. 4. SERVICE LATERALS SHALL BE CONSTRUCTED AT A MINIMUM GRADE OF 2X. / H L L __ ,_ : : : : : : P S _ -- - --- _ _ \I�I I--- 5. ALL MAIN UNE SEWER SHALL BE BALLED, FLUSHED, M NDRELE:D AND AIR TESTED AFTER THE BACKFILL IS PLACED. A T.V. REPORT WILL BE 1 ( Y v ( .___ -.--- -- ` , , _ _. : : TAKEN BY THE CONTRACTOR, AND REVIEWED BY THE CITY. - z ---•--- APPROX LOCATION ,- -- - I NOTE: A PRIVATE PLUMBING PERMIT I5 NEEDED EXISTING SEPTIC TANK I t�.,,.�,".______ S. THE CONTRACTOR SHALL NOTIFY ALL UNDERGROUND UTIIlIY COMPANIES FOR THEIR RESPECTIVE FIELD LOCATIONS. ONE 503-246 6699. N -----'- FOR THE INSTALUON OF THE SERVICE UNE & DRAIN FIELD I - _ _ - I 7. THE COWTRACTOR SHALL PROVIDE THE ENGINEER A SET OF PIANS SHOWING THE AS-- I SERVICE LATERAL AND PLAN CHANGES. FROM THE MAINLINE LATERAL TO THE HOUSE. 8. THE ENGINEER SFIAII PROVIDE ONE SET OF AS-BUILT DRAWINGS TO THE CITY. o 6 o ALSO. A SEWER CONNECTION PERMIT IS I- - _ �- ` I �' 9, THE COF�JTRACTOR SHALL NOTIFY THE CITY INSPECTOR (503-639-4171) AND THE ENGINEER 24 HOURS PRI TO COMMENCING ONSTRUCTION. N N 1 W E ( / REQUIRED. J L _ , _ _ -- -- -- - I " g CONTRACTOR TO LOCATE. PUMP, REMOVE/ABANDON I ' ove 1 EX. SEPTIC TANK. TANK AREA TO BE BACKFILLED. I - _. - - ► v L 0 z LL_ S COPIES OF THE PUMPING PERMIT' SHAD_ BE SENT L- --FUTURE LATERAL L••17' INSTALL 4' I WALK* ADJACENT TO CURB ° TO THE CITY OF TIGARD. �� ' INSERTA-TEE I'-Z 0 ~ - K 18" CAST IRON 910 0 0 0 --- - - I it USA #190 vAl VE Box TOP o EXISTING CLEANOUT--, I `� is p 20 40 I b VERIFY HOUSE OUTLET INVERT 16' 3" Mlle. o T L 100 f AND PROPOSED TEE INVERT I BREAK FLANGE SIDEWALK v SCALE: 1"-20' I I - - M A P 2 S 1 - 10 B C MOVE TEE NORTH (INTO TREES) I MIN a" MAX. c N N EI` RECORDING C 0 R D I N G As N�EED'ED. I R ��, �, N W DEE I ( > > #2001 '02822` i I 1 u u \ 4 X. HOUSE O 1 1y/2\�� '4" GRAIN R �` �• `•• V • �� TAR PAPER (MOISTUR p � /-- 6" DUCTILE IRON PIPE E 1 I I 1 / RESIRAIN ALL JOINTS W/ PAR EL 1 1 Co. I "FIELD LOK" OR EQUAL. GASKETS FUTURE LOT I RE LOT _J "` " --------- I �� 6" MEGAWG RETAINER / _ I I WHITTNEY PROPERTY ; �� ` GLAND (EBAA IRON) J I 1 DEED RECORDING CONCRETE PIER s" GATE VALVE NOTE: THE DEVELOPER SHALL PROVIDE THE CITY do I BLOCK FLG. x M.J. It 2+51.6 A-UNE 0+00 B-UNE N O. 85-024994 CONTRACTOR A COPY OF THE RECORDED SANITA IEASEMENT do AGREEMENT FOR HIS/HER RE EFORE 0+00 A-UNE SIDEWALK WITH PLANTER 2 D M. 1. x 6" Flc. TEE �Nz JSA X1010 MH a,.- COMMENCEMENT OF CONSTRUCTION. I I STRIP AT CURB e 20' WIDE PUBLIC SANITARY EWER RIM ±469.7 + 04 f�L 9 01 USA #010 MH ♦ 11 I OVEN' EX. MAINLINE SIDEWALK _ AND STORM DRAINAGE ESMTl w.� 1 MAP 2S1 - 10BA I 3" MIN' BREAK FLANGE Z W 3+60.7 A-UNE -._ - .- __ - I �.o�uE- -- �- � � Is'• Af�F'I , RIM 460.0 - -; MAX. - �� . . 1+50 A-LINE I i� pi y� " sY N USA X1010 MH ------- - -------- --- -- - - --------- - -----�---- _ - ` USA X010 MH OVE TREES I I / r� •' `t�1�/ RIM ±473.6 1 RIM 1459.3 REPLACE DICTATED BY PROPERTY OWNER ' EXTEND 5' OF 8" WEST I ----------- ---------- ---- ------ --ill ------ ------------------•-------- -- --------------------- ----- -� NOTE: CAP END i - _ 3+00 3+1 ' 3 - M I 1. HYDRANTS TO BE MODERN MUELLER CENTURION, A-442,(OR APP'D EQUAL) 6" MJ. 5 1/4" - 6 OF+- 101.6 OF I8 1 150.0 OF 8 i MVO 3 PORT - TWO 2 1/2" PENTAGON OPERATION NUT. OPEN LEFT WITH THE FOLLOWING: i A. OIL RESERVOIR I B. BRONZE ACTUATIO' NUT = _ I 1 !t v I t+" W i.0 m --- -- 5.0'--- -------- - ------ ------ - 7.5' SANITARY A-�I _ - ------ - _-_, +� , ' C. BRONZE SEAT RING 0+12 -- ----------------------- --------- -' ------ ------- ------------- ----------- -- ,," � Q i__ --tom 0. WEATHER SHIELD CAP _ I E. SAFETY SLEEVE COUPLING z z Y -� g- j _ _ L•131 _ I 1 �� `� I I EXISTING MANHOLE F. THREADED NOZZLES WITH "0" RINGS w � � � _ � N I / s.o PUE I STEFS S. SIDE G. NATIONAL STANDARD THREADS 0 o � RIM ±459.9 2. SAFETY CHAINS TO BE REMOVED. I 1 I IE 451.38 OUT N. 3. HYDRANT: TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED 1 t_---- I. I BY DISTRICT FIRE MARSHALL. -____-----_._-_-_._---_---_-__ 4. HYDRANT TO BE INSTALLED Ir:U� AND PLUMB. p � 1 ^---------- ----- -------- i-�--+----- ------- -•-------�r -�-----� � EXISTING DEVELOPMENT 5. NO 0�35TRUCTIONS WITHIN 3' 0" R.'.!1�US OF HYDRANT.T � PROVIDED. I ' NOTE EXf �� I � PRECLUDES DIRECT VEHICULAR 6. IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POS 0 BE PARCEL 1 I W I 7. VALVE BOX TO HE IN ACCORDANCE WITH STANDARD DRAWING NO. 503 OR AS APPROVED W 1 FUTURE L0� I SP L CONSTRUCTION MEASUR 0+00 TO 2+50 ACCESS TO NEW AND EXISTING BY ENGINEER. l n I I z ( MANHOLES VEHICULAR ACCESS 8. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS. ) [� I i I ALL �:.XPOSED AREAS SHALL BE RETURNED TO TH ORIGINAL CONDITION/ELEVATION. IS POSSIBLE TO WITHIN 100'±. � Q I ALE 2. EXISTING SHRUBS/PLANTS SMALL BE RELC)CATED DURI CONSTRUCTION TO A LOCATION ADEQUATE PEDESTRIAN ^� STM P. _ N0 �` Ao wDow= � FIRE HYDRANT owa Na _J / DETERMINED BY THE PROPERTY OWNE!'', AND REPLANTED THE END OF CONSTRUCTION. ACCESS EXISTS. / "O "ate 0"a�Tare ratm�."...1, ASSEMBLY C ci p`nq ,�y 0+57 ' 00 I 3. TOPSOIL SHALL BE REPLACED TO A MIN. DEPTH OF 12" IN ISTURBED AREAS. , %0 MAW MAKIN 'on `�� fr b L 13IMPRWAL - O / cEW00D AND STACKED AS CTED BY THE a. Ia � I 4. TREES REMOVED SHALL BE CUT INTO F.; PROPERTY OWNER. BRANCHES, ETC. SHALL BE CHIPPED AND LEFT IN OCKPILE ONSITE, Q nt'IF!ER. Z rn 00 o c In Qo I F- O I AS DIRECTED BY THE PROPERTY _. - - �.___._ _.____.._____ .._._.__.___. _______._�.�._.___ z 01 ca m M rn z 100 1 z � 5. BRICK PATHWAY SHALL BE RESTORED ONTO A 6 SAND BASE. �,�I i I o z r• � � N� I d •- I SHALL BE SAWCUT AND RE-PAVED AT THE SEWER CR SING. �'z �; � � I 6. EXISTING ASPHALT DRIVEWAY I= I ! � I U � v � ^ ~la N I z PARCEL 2 I U) I 7. ALL PRIVATE UTIUTIES SHALL BE MARKED IN THE CONSTRUCTION AREA. w I I I j I / � � �� Mo 'w vii o 00 1 r- LL, � 7.5' I I �IQ �IC'o�'`•"' : � °° o'n W I 1 8. THE CITY, CONTRACTOR, AND ENGINEER SHALL MEET ONSITE WITH THE PROPERTY OWNER a,n I�� i a I �! � �w �� K Ui o z I I BEFORE COMMENCING CONSTRUCTION. 0 to I ! 0 i Q V) w o C► N j _ . �t 1 ►�_- i 120 B-UNE a i+ N w - -- - -�___ - w o 6 a a J ' USA 10 MH II a I-o _ I - (6 ( _ I RIM ±475.0 I _.__ _._ l I =1 0 I I PROPQSED M 1 0 vi w N �. 1 -06 ! I 1 0 ,ri GRADE Q I co 8 Z 1_..13' i I I I o 10- 0 aot ca I ` i + I .)� v. II NI -H c�' I �Jt^ 0Ip Q : _ I 1 II + m +I + #- v1 Ld z �,, I I + 470 H°� \ N N I I 470 ._ D I 0 W o ; NOTE: A PLU�LIt31N PERM IS REQUIRED __ - I 1 cv i FOR THE INSI A ON THE 1-1/2 r• I I 5 w , PVC WATERLINES. NSPEC�IONS ARE BY a I o CD ,, I I THE TIGARD BUILD NG DEPARTMENT. m , ( I ��y �, PARCEL 3 O ? i : 011) 0 Q I I I O 1 N + + (n ��, I I \ I z I I ; z I I 470 P o o �� I 47 [ \ I z ' I INSTALL_ (5) 1-1/2" COPPER WATER I \ = w = Q SERVI S BOXES (BY C.O.T.) I I Z o . O / I GvP \ JIo0) I Lj - X (0 I I I ( I .- Q Ir -� I FI HYDRANT ASSEMBLY PER I I z I HIS SHE ' I I I ��,�, I I .,,,� ' I� � Q �� oo ��: � 'Q Z D AIL N0. 542, T_ EL --, EXISTING _ /0,� I c� is � „■�■ __-_ - --- ___- -MAIL-Box- P 0� j I 1 Off,- 8" I \ + I of v X 460 O Q I I' NON-ACCESS STRIP M.B. I PSS 460 q t ''�' ' L � �0,334 C qS;; CL I \ I I c7 EXIST. (MAIL BOXBL P s � t M.B. ; .. ' � _ilk - _____ ...._- _ ---tts'--- A�- __ � � � � Q I ZOZ I I DIP 0 z I 460 w Ii LLJ OF C`A7 � 32.8 r,,-52 DI o z 8f Ck C 0 o TO FIRE HYDRANT � - - 8 - ' I '9 j 0 p7 0 _..._'_ o w o0 00 DI I 06 w- ..._..__...... w 14+00 I I z ' o gS �' - w-_ - - c~n � o o ao v~i . I _ .J k.. .. 1 NI ��.._._w _ +r _w"+00 ... _.__.._. __----..------- a cn cn w cEn F- 150.0 OF 8 A 0.00501 Lu -{ 16" MAIN 6"x16 w3 45 w ____-- 12100 w.. . __...._- LIVE TAP EXI __.-. _ _,._ _ _ SADDLE 6" GATE VALLA- w' - - ------ _„_,_ o z - - - w ___ _ --_._..-- _ _ z I - . _ .. __... - + ► - - - I I �. I I 0 -- a _ _._.._ __ -- 0 _. w._._----------------- - ---- -- _. ,....._. I 450 w w _I z � I � - - 00 00 0..1II OQ 00 0 0 V) V { F- Oct - ms's° 1 NOTED: NI o �I EX. FIRE-H�"`SOUTHERLY 2V' R/W LI cy)o N d cV j 3 1 zco P.i4D ON THE SOOT - � � I vi ! cri cv cv SW BULL MTN. ROAD. 1. INSTALL (5) 1-1/2" SCH 40 PVC WATERLINES TO ALL FIVE °I I `�� `n z OF I LOTS IN THE JOINT UTILITY TRENCH. PLACE LOCATING WIRE FROM LOT � � - w w I TO METER BOX. MARK LOT # ON EACH LINE AT 10' SPACING. - - w w w w 00 4 LINES TO BE INSTALLED FER U.P.C. MARK LINE ENDS WIT�i 2x4'S I 0 •00 1�-OO 'n PRESSURE TEST W/ BUILDING DEPT. INSPECTOR, PER U.P.C. SANITARY SkI�Ei ,'�-LIN PROFILE SERVICE LINES TO BE INDIVIDUAL FP,OM SOUTH SIDE Cr BUIL MOUNTAIN `� I +� DATE sNEET 2 SCALE" 1 "=40' X01-\'Z. and 1 "=4' VERT. It ROAD. WORK BY C.O.T. PUBLIC WORKS. DEVELOPER TO STAKE LOCATIONS SANT ?RY SE WEFT B-LINE P OFILE w I W 03/08/2002 DAY REQUIRED. PRIVATE WATER � O+}00 RE U �� Z � � SCALE. 5 & GRADES. TEN DA , ADVANCE NOTICE IS Q 00 3 00 LICENCED PLUMBER UNDER P.L.M. PERMITS. SCALE 1 =40 HO IZ. and 1 4 VERT. SERVICES TO BE INSTALLED BY A I � Luo SER _._ PL.M2002-0027, WG NAME. ._._.._......_..._.__.... _•--___............_�. _-...____.._..___�.__._ Mtn Rd 1215, AS SHOWN of 3. CONTRACTOR 10 POTHOLE & VERIFY EXISTING MAINLINE DIAMETER & PIPE - - 5 0 °t 7 WAIL-SAN TYPE BEFORE ORDERING TAPPING SADDLE & VALVE. i «.......+.. w.a....Nw .ru.,.....e..,..uo. ,.....,.,.c., ,. ,,,,e. _._...,,.., .. . -,r.. ,. .-,.a.,u,:: .....,:u.-.n.. ... , ,.m,.ua•!+_.,r_dui.0 r. , i""•.F. 9r .L•- ,'1}ld ..►'� �1 .. `,lX',.WtR,,w+aAN DM6tit�5xSt't �w ..... ♦, ' •--rr, ,, _ t•� .. ,,.,.,.9•-_....;. .: ...:.: .. . :: .: ...•. ;.,,. .,<n,-. .r.�arGldSAlnr..w.!�y ..z _... r.a.3� �#. •,. rf,�,l� ..?Aid'.: . .7�P�'��I°�1N61C�tw NOTICE: IF THE PRINT OR T YPE ON ANY I I 1 ! Ili III III III III I I 1 1 III III I I III III III .I I III III III l i III III III III III III III I I III III III I I l I I 1 111 III I I III III V I I I I I III III I I I I I I I III III 1111111 I I I I I I I I I I f I I I I I I I I 14 �c VIP- �/ ko f IMAGE IS NOT AS CLEAR AS THIS NOTICE, _-- 1L ----- -- l - -- 1--- l - `,L - --- - f�L - - - �[ - - .-. �l - -- �L. - -10[ - _ _11 L __ ---- - ITIS DUE TO THE QUALITY OF THE "°�e �'" - ORIGINAL DOCUMENT s tw er, stiI [lzu1z6I8lL9t4Tst tit it t s 8 t e 4II III I SII IIS 11111 ►II 11111111�IIII�IIIill� lllllllll��l .►1111►I�i I�I� IIIII��III�I►�1Illll�l►I ►►1111►�I ISI► 111 �I�� I��Illlllllllli►IUlllllll 11110 11111W11111� �I�III111 Nil1 I 11111111111111 ILII I II1IIIII L I I IIII►III►1111II11111111►11 III I III 111�11111I 1 i 7 wAiFz CONSTRUCTION City of Tigard - General Conditions n a ax.Aa•w xA,w near Sir I P KYrxT 1. AN ESTIMATED 12X OF THE WATER SYSTEM COSTS My$T BE CIN DEPOSIT PRIOR TO 1. The City's standard specification for traffic control is "Manual on Uniform Traffic i T D. Z BEGINNING CONSTkiICTION ON WATER UNE AND Tp RCCEIWF A. T.P.W. (tin OF TIGARD Control Devices For Streets and Highways', U.S. Dept. o/ Transportation, FHWA, 7988 EE. 0 0 o a b sRi wesM CONCRETE yDEW'� I PUBLIC WORKS, WI DIVISION) STAMPED APPROVAL ON CONSTRUCTION PLANS. ID MD7H AS Y•CAST am rO em I 2. Traffic control shall be provided for by the contractor in accordance with the City's w r Q 910M17 ON .aDWOE 2.• er 2. THE CONTRACTOR SHALL MAINTAIN ONE EE-i OF T.P.W. SIAMPED APPROVED PLANS ON THE Standard specification and, oleo, in accordance with a City (job specific) approved o m ■ i A A e' WRe '- TMc* CONtaa _<:: CONSTRUCTION SITE AT ALL TIMES. traffic control plan. A copy of the approved traffic control Ian shall be availabl+ at FTf-1 .AD (W kart 4) P • • " H uuLB x s) .AND TAW sAmFN[ the work area. 1 ANoro To. sccum s _-Lt:W 3 SUBDIVISIONS.CURBS MUST 3. IN ?LACE PRIOR TO INSTALLING '.4ATr'R MAINS WITHIN NEW 3. Public roadway shall not be cloeW to traffic, at any time, without having first zp Ei EQUAL sPAawc a obtained written approval from the City Engineer The permit holder is responslE.,o 4 4. NOTIFY T.P.W., WATER DIYSION 48 HOURS PRIOR TO COMMENCING CONSTRUCTION TO for rovieion of timet notification of traffic flow disruptions to area wide Emergency [ """' J6r' u -T SET UP A PRECONSTRUCTION MEETING. TELEPHONE 639 -4171. . Services (Tigard Police Dept., Tualatin Fire h Rescue) and to Tri-Met and Tigard H and Beaverton School District. Fri f! y �� aa.Amc Run E.Mx 5. ALL WORK SHALL BE IN CONFORMANCE WITH A.W.W.A. AMERICAN WATER WORKS 6 z6 6 N 1 8J jy, 4e' KW[`MT. ND ms) ASSOCIATION)STANDARDS. ( 4. Advance warning of imminent traffic disruption shall be provided to the gm oral w Be g' I ; a 12' 12 2' x e' . a' motoring public by placement of an advance notification sign at each end •d the 211 - 8. ALL WORK WILL BE INSPECTED AND APPROVED BY T.P.W., WATER DIVISION. construction area 72 hours (min.) before initiation of construction work. T 7. ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, CEMENT-UNED OF NSW MANUFACTURE 5. Access to existing properties shall be maintained at all times, including normal p 2 z )...t 2' x e" R e' �• AND MADE IN THE USA. PIPE WILL DE 'MON' JOINT DUCTILE IRON, CLA::� 52. ALL delivery service and mail service and if not, shall be ceras for work stoppage until r- rsr L �- FITTINGS SHALL BE MJ (MECHANICAL JOINT) UNLESS OTHERWASE SPECIFIED. effective access is established. F 1= P � Z \� 'o `o o EOJ a A.Ow d°1re[ .aOYa[ qqq NOIFS �' �' 8. COVER FOR ALL WATER MAINS IN STREET AN) RIGHT-OF-WAYS SHALL BE 36'. BACKFILL 6. Traffic control devices, flogpersons, etc., shall be in place prior to initiation of 16 r 'd � U vAL. em NO, m REbr 555 m awauwa A.wWr. SHALL BE 3/4'(-) GRAVEL. construction work and shall be effectively maintained. u vu ° Y �Y 36'_42' 1 s) wOARED ES TASK t, WERATE wX VNK NYn SEE NOTE 4 ,s D(Cn. ,NAx J FEET ® a,. 9. ALL VALVE OPERATING NUTS SHALL BE WITHIN 36" DF FINISHED GRADE, OTHERWISE 7. No work will be permitted during the hours of dark^ma, nor between 9:00 p.m. to i : ram nki x WOM VALVE OPERATING NUT EXTENSIONS WILL BE REQUIRED. 7:00 a.m.. Monday through Friday nor between 9:00 p.m. to 8:00 a.m. Saturday, nor A < < STREET )) WIFE. wEA wx m _ T s Ahs OF MR. wr I between 9:00 p.m. to 9:00 a.m. Sunday. o n 1� norm Ta.eArlm J SECTION A-A -:. I ' - - q PROWx ar ea By 4• T,am 1 10. POURED CONCRETE THRUST BLOCKS OF AT LEAST 8 SO.FT. OF BEARING SURFACE ARE OF rtAssuAnm,A Rm1eaY ♦l- .! I ' caxrxX AN ARa9xD vAEW ;- N• REQUIRED A7 EACH TEE, CROSS ANO BEND LOCATION SEE DETAILS FOR MIN. FEARING B. Minimum travel lane wit! ° u •.m W,MN a FAKE) .REAS ( h shall be twelve (12) feet; pedestrian travel shall also De x.V1k " 2a AREAS . NOTES: ^l' � - - � •s c'°[" w m"osn P"u rcn"" CONCRETE PAD ) provided for. AS 11. A 4'x4'x8.0', PAINIED BLUE SHALL BE INSTALLED IN FROM OF EVERY 1-INCH WATER 9. The City reserves the right to add to or modify traffic control requirements as may NOTE: 1. POST SHALL BE SET IN CONCRETE A 2e" DEEP. _ ,w•,", w.wSERVICE LOCATION, AND REMAIN THERE UNTIL THE WATER METER IS INSTALLED. ALL 1- be necessary to effectively control traffic and to assure s TYPICAL DATE public safety. 1. SURFACING OF PAYED AREAS SHALL COMPLY NTH STREET CUT STANDARD DRAWING. 2. LUMBER IS TO BE STANDARD 011 GETTER GRADE _ �f wIW'tl[r5' -- vAW[ 1•"r INCH WATER SERVICES SHALL CONSIST OF A MJxi' ITT TEE ANDA 1' IPT x 110 2. JOINTS TO BE TACK AND SANDED. UTIUZE CEDAR OR PRESSURE TREATED MATERALS. T e1" r5 IFFE. §Df COMPRESSION FITTING AS MANUFACTURED BY MUELLER wcCOMPANY. 10. Before initiating any construction activity, the permit holder shall contact the 3. sAuT sHULI(E a[ TACOALED NTH BITUMINUS ASPHALT EMULSION. 3. FACE OF BOX TO BE FLUSH BOTH BACK Qi CURB. City's private Development Review Engineer, (#639-4171) to establish a place, time, and 4. MAX. OF 4 MAILBOXES EVENLY SPACED IN EACH CLUSTER SECTION IR-FI 12. FIRE HYDRANT ASSEMBLY CONSISTS OF AN MJ x 6' FLG (FLANGE) TEE, 5" FLG. HE MJ date for a pre-construction meeting. 5. CURVE SHALL BE FIELD FIT a APPROVED BY CITY. GATE VALVE, 6' MJ IT MJ HOLDING SPOOL, AND A MODERN MUELLER CENTURION FIRE /� I--r-o• a wx HYDRANT, A-442, 6• MJ, 5-1/4" MVO, 3-PORT(2-2-1/2' NST HOSE CONNECTION, 1-4-1/2' 11• The permit holder or his contractor shall notify the City's Inspector at 639-4171 V \` e'•�'m"""' AwnweaxaAs TRENCH D,x xw,,,, r \ a.ma�.. , "e°I" °'•"e _ I-II-.I� NST PUMPEN), 1-1/2" PENTAGON OPERTATNG NUT, OPENING LEFT, COLOR: YELLOW; twenty-four (24) hours prior to commencing work, twenty-four (24) hours prior to any REAFFEEFFEELEAL4olo .en xa uAPPROVED EQUAL MUELLER CENTURION A-423,WATEROUS PACER 6790, CLOW MEDAWON. staged inspection (see attached listing) and after completing work covered by the •"w , Ey [or To eL permit. NA.Pr ,w. BACKFILL 80 .:. �. ,[[, ALTERIu1TIVE 72 I �AKO 13. EACH FIRE HYDRANT ASSEMBLY SHALL BE INSTALLED UPON APRE-FORMED CONCRETE S�O�AL 8 BLOCK WITH 1-1/2 CUBIC YARDS OF CRUSHED 2-3/4" DRAIN ROCK. TARPAPER WILL BE 12. A copy of the permit and all attachments, and a copy of the approved construction h o LAID ON TOP OF THE DRAIN ROCK TO SEPARATE THE ROCK FROM EARTH COVER. plan and all amendments shall be available at the work area. All work shall conform 'u� ' STP/ 2 Q PR ntY[wE to the permit terms, conditions and provisions and to Me City approved permit plans, m w EXISTING DRIVEWAY - - i w 14. ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OF A and approved plan amendments and to the City's standards and specifications and i CA '" c Z MATCH MDTH a GRADE j q r WATER MAIN SHALL BE ENCASED IN A REINFORCED CONCRETE JACKET 6" THICK FOR A to these General Conditions. Changes to any of the aforesaid must be approved by . j a DISTANCE OF 10 FEET ON BOTH SIDES OF 1HE CROSSING. WHERE CROSSINGS ARE the City, in advance of work performance. .�i'/8 A !% NECESSARY, THEY MUST BE MADE AT APPROXIMATELY 90 DEGREES WITH AT LEAST 18. OF / 3 "� SEPARATION BELOW THE WATER UNE. 13. Maintenance of the work area and approach roads is the w SEE NOTE 4 MDPraiY UNE µD tai V 1IES NWK" Wili N IASIL a holder. The work area and approach roads shall be maintcined responsibility cor,dtorn it T .i;!;Iil!iD SEE NOTE J "o"'°" ""CE OF o'"s 15. ALL MAINS WITH A STATIC PRESSURE UP TO 100 P.S.I. SHALL BE TESTED AT 150 free from obstructions and hazards. A co of the (scf Non ,) ea permit holden Certificate of PLAN P.S.I. FOR (1) ONE HEAR WITH A MAXIMUM LOSS OF 5 P.S.I. WATER MAINS WITH A Insurance shall bo available of the work area. SEE STATIC PRESSURE GREATER THAN 100 P.S.I. SHALL BE PRESSURE TESTED AT 1.5 TIMES = _ v s�MIN IzX THE STATIC PRESSURE FOR ONE (1) HOUR WITH A MAXIMUM LOSS OF 5 P.S.I. 14. The spreading of mud or debris or storage of materials or equipment of ony kind w / SEE NOTE 2 - NOTE 3 2� upon any public roadwayis strict) z O z C5 sloEwAx O �--e•-s•- y prohibited and violation shall or cause for o ir w 3 18. UPON SATISFACTORY COMPLETION OF TESTING, THE NEW MAINS AND CONNECTIONS TO immediate cancellation of the permit. The City may at any time order immediate '^ , , ... EXISTING MAINS SHALL BE CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO clean up and stoppage of work to accomplish clean up. o o a' tl 30' MAx 6' I '!d; �•- DISINFECTION. FLUSHING VELOCITIES SHALL BE AT LEAST 2.5 FEET PER SECOND. 10' MIN T �1 DISINFECTION SHALL BE IN ACCORDANCE WITH AWWA STANDARD 0651-92, THE STATE HEALTH 15. Effective erosion control is required. Erosion control devices must be installed MONUMENT CASE & COVERo,ST/ NaH six DIVISION AND CITY REQUIREMENTS. THE CONTINUOUS FEED METHOD OF DISINFECTION �--- and maintained meeting the D.E.O. requirements. The Ci may ro io time order �M BALL BE USED. DISINFECTING MIXTURE SHALL U A CHLORINE-WATER SOLUTION HAVING A corrective action and stoppage of work to accomplish el City eyeroeion control. LLEvxnoN F. EE CHLORINE RESIDUAL OF 40-50 MG/L (MIWGRAMS PER LITER). THE UISNFECTION }' SE[ 0.UNa Of CODE MIXTURE N7 NOTES: FOR DrRd a cDKR WILL BE PREPARED BY INJECTING ACALCIUM/SODIUM HYPOCHLORITE AND WATER 16. Property disturbed by construction activity shall be seeded with a standard grass NOTES: I. SURWYOR TO Ii RNPoRMY g g pavement markings, mailboxes, etc. zX J/4" /' SOLUTION INTO THE PIPELINE AT A MEASURED RATE WHILE FRESH (POTABLE) WATER IS mix: shrubs, flowers, barkduat, existing signs, Yn ROD MWO STAFF OR /' I ALLOWED TO FLOW THROUGH THE PIPELINE SO THAT THE CHLORINE-WATER SOLUTION IS OF shall be r6established, reinstalled or replaced, with like kind and material. g7q�y f I� 1. MONUMENT BOXES TO BE CAST IRON OR a.wosTAKE AT EOT Ui Fad - I THE SPECIFIC STRENGTH. TREATED (CHLORINATED) WATER SHALL BE RETAINED IN THE WE'A' wsncuna. PIPELINE LONG ENOUGH TO DESTROY ALL NONSPORE-FORMING BACTERIA. TYPICAL RETENTION 17. Effective drainage control is required. Drainage shall be controlled within the V r.LOY SUITABLE FEE HEAVEr TRAFFIC 1 • /< lOAGNU /1038 Git 10JJ SUPPLIED BY: x. N_'^,ro er Orr p MARC N[tER rte7, ANGLE era= PERIOD IS 2' HEARS. AT THE END OF THE 24 HEAR PERIOD, THE PIPELINE IS TO HAVE A work site and :hall be so routed that adjacent private property, public property is • 2' 0 Ar RE ATE INLAND FOUNDRY CO. INC. COI R son I CHLORINE LEVEL OF AT LEAST 10 MG L. AFTER CHLORINATION, FLUSH THE WATER FROM THE and the recnnin system is not adversely impacted. The City may at any time • Sf1101 M ALA (3/4•-0') cOMPAC10 191 N. 39TH I coP=[a uDNc I LINE UNTIL THE WATER THROUGHOUT TH.- PIPELINE IS EQUAL CHEMICALLY AND order corrective gaction and stoppage of work to accomplish effective drainage control. o I SPRINGFIELD, OR 97477 n ACTERIOLOGICALLY TO THE PERMANENT SOURCE OF SUPPLY. SEE XNOTE NO.V4 MESH (541) 747-9172o�.w�, 'w'""�""" !/4" a 1' w „ 1B. Excavator(s) must comply with O.R.5.757.541 through 757.571: excavator(s) shall `r a w•,rr WATER SERWCE I .520 I DISPOSE OF THE DISINFECTION WATER IN AN ArHROVED MANNER. DO NOT ALLOW .n L.tr. �� - notify all utility companies for line locations 72 hours (min.1 prior to start of work. DISINFECTION WATER TO FLOW INTO A WATERWAY WITHOUT ADEQUATE DILUTION OR OTHER Damage to utilities shall be corrected at the permit holders( expense. `V ^ O W N07� NO. M 1010 AND SUPPLIED BY: r SATISFACTORY METHOD OF REDUCING CHLORINE RESIDUAL TO A SAFE LEVELMANDATED BY z fA o o.•� DEO. AFTER DISPOSAL AND FLUSHING OF THE DISINFECTION SOLUTION, THERE WALL BE 19. Contractor must verify all existing utilitir:s for both vertical elevation and O0 �r To 1. CONCRETE COMPRESSIVE STRENGTH SHALL HE A MINUMUM OF 3000 P9 AFTER 28 DAYS. SEATTLE FWNDNGT ANOTHER 24 HOUR RETENTION PERIOD PRIOR TO THE TAKING OF WATER SAMPLES FOR horizontal �T SEATIIE, WASHINGTON , --Ae „ - __ BACTERIOLOGICAL TESTING. BACTERIOLCGICAL TESTS MLI. BE TAKEN BY T.P.W. [�] 2. CURB JOINT SHALL BE TI ON JOIN MIH A MIN /2' RADIUS ALONG BACK OF CURB. I location prior to start of Work (pothole before digging if necessary). Should conflicts ^ J m �1 2 ALTERNATIVE TYPES MUST BE APPROVES OHHe and rsde9ign Of r81000tion o1 faGllitiee be necessary, rr 1�. J La O r•� 3 3. MATERIEXPANAL a QUAL EXTENDING ING M SHALL R 1/2' PRElLOWED ASPHALT IMPREGNATED BY THE CITY ENGINEERING DEPT. PRIOR L,I "�..F y�r 17. CONTRACTOR TO INSTALL AN ECLIPSE NO. 88 SAMPUNG STA110N MANUFACTURED BY ry, it shall be done at the V V[ ', MATERIAL OR EQUAL REQUIRED FROM MMERADE ID FINISH SONDE TO INSTHE FOLLOWING AND MUST DIMENSIONS. (axr ' .(+ KUPFEI?LE FOUNDRY, ST. LOUIS, MO 63102. THE SAMPLING STATION SHALL BE BURIED permit holders expense. Changes must be approved b the City in advance of work m Clio � w I" TO THE FgLOMNG YINIMUY dMEN51GJS lll"`77MtRtlRtlYLLLrr"'lTT"'lll y Z u1 o I:i 4. s" x e' to GA MESH REWIRES FOR COMMERCIAL DRIVEWAYS ONLY. Y-D', WI1H A 3/4" FlPT (FEMALE IRON PIPE THREAD) h::EL ANDA 3/4' UNTHREADED performance. Contractor shall coordinal• the work with affected utility agencies. T o wl. - ,n 3. APPROVED FOR ALL STREET CLASSIFICATIONS. AT ME ^ °mm YNo NW m w HOSE NOZZLE. ALL STATIONS SHALL BE ENCI OSED IN A LOCKABLE, NON REMOVABLE, Q n p O IS n ALUMINUM-CAST HOUSING. WHEN OPENED, THE STATION SHALL REQUIRE NO KEY FOR 20. A temporary hard-surface patch (Cold mix AC or Hot Mix base paving) shall be �� o _ W F a 4. MONUMENT la BE NO DEEPER THAN 6' BELOW ! placed o0 trenches Wi1h10 roadways rA p 1- 1 d FINISH GRADE. rr- •qj� y_ OPERATION AND THE WATER WILL FLOW IN AN ALL BRASS WATERWAY. ALL WORKING P/RTS y at the end of each days work. No trench, on Ea WILL ALSO BE OF BRASS IND BE REMOVABLE FROM ABOVE GROUND NTH NO DIGGING. A site or off-site, shall be left at any time in an unsafe condition. The permit holder is � I �+ COPPER VENT TUBE (STANDARD) WILL ENABLE THE STATION TO BE PUMPED FREE OF responsible for and is liable for hazards or damage resulting from the prosecution of r vo.a STANDARD M°"" �� Hamm n aoNs xo r u "�'[<'D"^ STANDING WATER TO PREVENT FREEZING AND TO MINIMIZE BACTERIA GROWTH. THE EXTERIOR the work. FAA MONUMENT lrn PIPING WALL BE BRASS AND A 1/4" BALL VALVE SHALL PROVIDE IN PLACE OF 'THW 1 4' 21. Work provided for under the an oa� �� uaA. ��mm � PET LOCK ON THE VENT PIPE. / P permit shall include repair of existing facilities �� (roads, ditches, etc.) as may be necessary, in the City Inspectors opinion. to ovorcome .wre1lA DRIVEWAY 42 ,.. BDX F7f rpncR THR IrT e a x a H o r deterioration or damage which occurred in conjunction with the work authorizer, by Kr.Aaxa.EEAw SH x14. w .moa Tan 18. WATER METERS WILL BE INSTALLED BY TPW UPON INDIVIDUAL the permit. Corrective work shall be done at the permit holders' expense. mTxo doe ARE a w .A vTry• n Ire WE lRwas7 PLUomo c.me eao •w KW REQUEST AND PAYMENT BY OTHERS (OWNERS). ALL WATER METERS CONNECTED TO AN ? °i° .1.3 -- -- IRRIGATION SYSTEM MUST HAVE THE PROPER OREGON STATE APPROVED BACKFLOW PREVENTION 22. One as-built mylor drawing showing all new public improvements, including any A ., MET oke -- DEVICE, MINIMUM OF A DCVA (DOUBLE CHECK VALVE ASSEMBLY) INSTALLED ON THE revision made to the previously approved construction plana and, also, any STREET CENTERLINE a °D" NO e N .m°D0 PROPERTY SIDE OF THE METER. THE BACK FLOW PREVENTION DEVICE SHALL BE INSTALLED improvement which may impact an existing public system or and, shall be ,e leo odoA .3 3 D ,a CUL. •s.s m.0 OTO AND TESTED BY THE OWNER, WITH THE RESULTS FORWARDED TO THE TPW, WATER DIVISION, provided to the City by a registered civil engineer along with an engineers PAYEYENT gg- B BE .•.D 34.9 1., ELI BEFORE WATER SERVICES CAN BEGIN, certification of installation compliance (form attached). EB .eon I WA AWA.rxa C MST IBMAFEESs r ,so AM. ASU AN 19, UPON COMPLETION OF INSTALLATION OF THE WATER SYSTEM, THE CONTRACTOR OR OWNER 23. A sewer system air-test and (V.H.S.) N test report and one set of blueline 'qs- SHOU • WTI IIv[ NO rtA S H FRO DO x ,eco IMO I IAV, Fro, tD CmWIC SE IKDIES IMITTR rm WRAITH}II[1 Pq[gyyla[µD%/\ BEANID SHALL ADVISE T.P.W. OF THE TOTAL CONSTRUCTION COSTS TO WHICH WILL BE ADDED 10 X ( f either or both the storm and sanitary sewer systems) may be required by the R-75' aaewb u¢ ORE WAS r [muax guilts o 3/4" R e..,{ EDGE �rts,WA- ISS,A.�.nw1 D+VER,A =..A,IF.". 1 FOR TPW INSPECTIONS, WATER LOSS, OVERHEAD ADMINISTRATION. SAMPLING, ETC. AND 2 City for review and approval prior to connection of any buildings to the sewer system. cuLYeRT ()o' MIN DIA) 1. smrmu N°as WMERM .a"[ w RAr ee LIX"DE°N rYrvRr FOR ENGINEERING REVIEW, INCLUDING "AS BUILT" DRAWINGS AND UPDATING MASTER MAP, Tca xTAx w S♦1 INTERSECTION MAPS, ETC. 24. The permit holders Engineer/Inspector shall submit daily inspection reports. on a Q • ON P As SHOWN i. .[COIEAr"ca,coO¢°arM` 10 RE A°c'•aUMCS1pNp0"MeE°ww. weekly basis, to the City's Inspector, (see Developer - Engineer Agreement Note 5.) Ip _irY �i� 3'DRAINAGE BLOCNWT ON PIANS .. ,NE R%ED 1MuaT wµlNo ARIA,rm IP[Ox. cmRuna.a Aw war 20. ALL "CONSTRUCTION* WATER TO BE METERED. CONTACT CIIY OF TIGARD J' I.D.LD. PLASTIC Eka.xlo w TI< Furs: y Ie NDaae Ie 5Wµ1 rrsT YA.w. WATER DISTRICT FOR METER AND FIRE HYDRANT TO BE USED. WE w/ccuPUNc D ARTA warwo O '^ °. lFACK�Xu wo Pm4Hv I FACK."Al. 10 WAS AT 0'.11 us, u 25. The City's Inspectors may, at their discretion, require provision of testa and or vE/ PRis,YwTR .o ALLmAe[r so, WAI srwwk") euno N >M 21. STAMP 'W IN CURB AT ALL METER LOCATIONS. reports from the permit holder, permit holders engineer or contractor to validate claims 0 m' PLAN VIEW sncm WlasoRs. of material or construction adequacy/complionca. Such testa/reports shall be provided at :! :0,00" . eEARNc wua Oxo sPwu Namwa o[,A[e worm nARe 3Ax[ 22, PUNCHUST ITEMS SHALL BE COMPLETE PRIOR TO ANY METERS BEING the permit holders' expense. A O MIL[I'JVY:C EWA arYbNC 'A[.V µo eIOC.Wo xTA4[ 9V/1 m V! Z ms n+NUARc xrw. cA.Eva wu ar IRausr wma.Ar w awAw ` O a la O ° • GRAVEL AouiDER SLOPE 2% i MET ww RELEASED FOR THE SUBDIVISION. 26. B.� permit holder shall provide a co of a HEJ 4O O�O • . STREET suRFACE '�kIH ; -- STANDARD THRUST ..„ 23. PROVIDE FIRE HYDRANT FLOW TEST FOR EACH FIRE HYDRANT 70 THE CITY document to the City for each ownership disturbed by construction activity, asase and lver evidencs �/ O p CUL OF TIGARD BUILDING DEPARTMENT. of disturbance resolution and owner satisfaction. L a 5 OPERATION OF VALVES IN THE TiGARD WATER SERVICE AREA IS PROHIBITED 27• Existing monuments, property y �`• g pro art comers, and ' exp markets shall be protected. S ? Q LU SECTION A-A & Replacement shall be at the permit holden' expense. `�` � W IF A. City of Tigard - Compaction Requirements IF A.c DRIVEWAY IS TO BE CONSTRUCTED. USE 2 a cuss c Ma - q 28. The Engineer shall notify the Washington County Surveyor whim the initial and final � e ON APPROVED BASE MTHIN PUBLIC RIGHT OF WAY. lift Of asphalt has been placed. I NOTES: STRUCTURAL LOT FILL: Frequency of density testing of aggro needed AG CONCRETE HEADWALL REWIRED gale babe As 29. The permit holder shall provide I 1 the Cit inspector, in writing,WHE4 uvNc PIPE OTHER MAN Minimum percent red to dee mine eAe 90%T-1 ROAD SECTION o ASPHALT PAVrequired ENI': hour emergency telephone number of two (2)2 P 9, the Flames and re 24 J 1. OF THE EXPANSION OTHER L C IU PROWDEE AT EACH PANT OF SPACING CONCRETE Test mrtFrequency od required a determine maximum density T-180 Minimum percent compactlan required gpX O persons Who have authority La f any Z Z TO THE CURB a AT OTHER LOCATIlA75 AS REWIRED ID LIMIT THE SPRANG DRIVEWAY SURFACE FrequenCY Of density heeling In Iola 8' lifts 3 teats for each fast method required to determine maximum density OSHD TM 306 problems, take permit holder action and, in general, will pe responsible In C of any TO A MAXIMUM OF 20 FT. TI eq ry density q aggregate base 5 tests minimum• emergency. The permit holder shall notify the City Inspector, in wHtinq, Co.'f any/all a Q ?'I 2 feet of (111 Frequency of tenet testing of a 2. WAV1Ut5E EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERIAL I' M� 'N' � ROAD SECTION - EMBANKMENT: assignment changes. average MTH A MINUMUM THICKNESS a 1/2". M1L J 4' ROCK- Minimum percent Compaction required 90X below 3' of sub rode Full time inspection ore t Ntetkin of IeN �:; e. 9 P P° 9 30. The permit holder shall cause his contractor to provide to the City Inspector, in y, 3. TRAVERSE T HOF AT STJOINTS TO BE SPACED NOT OSS THAN 7a FEET APART 95X within 3' of .ubgmde Compaction Spot writing, the name and 24 hour emergency telephone number of a designated "Competent I� MTM A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONh AREA • Test method required to determine moximum density T-99 ,r T-180 Person" responsible for construction safety as per OR OSHA, Chap. 437, Div. 3 IA 4. CONCRETE BREAKING STRENGTH TO BE 3" P9 AFTER 20 DAYS. REINFORCED CONCRETE PIPE � Frequency of density testing of embankment 8' lifts 3 tests for each UTILITY TRENCH BACKFILL: (Beneath pavement or sidewalk) Construction, Sub-division P - Excavations. The contractor shall notify the City v/ 5. DRANME ACCESS THROUGH NEW CURBS SliALL BE PLACED A MIN. OF 2 FEET 12' of embankment Minimum percent compaction required /or bedding 90% Inspector of any/all assignment changes. AND MAX. OF 3 FEET FROM PROPERTY LINES a• ROAD SECTION - SUBGRADE: Minimum percent compaction required for pipe zone 9OX SECTION B-B ALTERNATIVE PPE Minimum percent compaction required 95X Minimum percent compactlun required above pipe zone 95X 31. It is the sole responsibility of the permit holder to provide for proper Be ..9n Rd. 12155 NOTE; AS APPROVED • Percent compaction required to what depth below Test nittlod required to determine maximum density T_99 right-of-entry and/or easements prior to admitting work. Proof of right-of-entry or PLM2002-00275 PIPE WE TO BE DETERMINED BY aTr Subgrade 1 foot D7fferert Requ7rsma•• for FVC No properly executed easements, shall be provided to the City. The City 91 in no way be sol 7 /� ,,,�,•• Test method required to determine maximum density AASHTO T-99 In landscape area 85% construed to be liable for the permit holders failure to obtain or provide for proof of Me"°"" /•` -MESH r, x°nxE Frequency of density testing of eubgrade As needed right-of-entry or easements. o"re SHEET ,pr�.nll awuw.... STANDARD CURB dao llo / °"®"r"1""" DRIVEWAY CULVERT : ROAD SECTION-AGGREGATE BASE: ADDITIONAL INFORMATION/COMMENTS: 03/08/2002 y�•`"•� 32. Before HIIIY � • RA•m "" __ 2rj 1 �•'1'�i ��STREETS W/I CURBS j Minimum percent compaction required 95X •When using nuclear gauge, two readings of each site the second at right Placement of the final lift of asphalt, the permit holder shall clean and S[�[E. ''ro",�, 48 J Teat methods required to determine maximum have the City complete o pre-acceptance video inspection of all new sewer lines. The AS S!sOWN or Density angles to the first. The two readings will be averaged o obtain test density. permit holder shall provide the City with 30 days of notice for the video inspection. y I TM 106 or T-99 DYa NWf 33. Any deficiencies shall be repaired before placement of final lift. WALL-DET) r NO-.TUE: IF THE PRINT OR TYPE ON ANY rlr Ilr 111 111 III III III I I1 ISI III III Ilyr Ilr7�IrT)TfT11 111 III III I I III III 111111 1111 111111 1 I III 1�1 rll 1171r rll ISI I rel Ilr til r I III IiI Ilr r I III 111 !II I I / q IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I I lI I I !+i I I I J I i 4r I I I I I I I I I I I I I I I I V �L2a- °� of 00 1L� 1--- b �, _ . i bbl I � I � , . ITIS DUE TO THE QUALITY OF THE _ 8,.w, ORIGINAL DOCUMENT II �� I I I� ILII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII �lllWlBllllllll III�III III�IIII IW ,III I((Illlll IIII�III IIIIIIIII IIIIIIIII IIIIIIII IIIIIIIII IBIIIIII IIIIIIIII IIIIIIIII T Wlflll II(�llll IIIIIIWIU,I uu ell u..ml ILII un all un uu ell all iuitriu124X >r ��•�_ • • •• •• • • e 0 0 • • • • • e ° a 00 •• - O _ N pp LOCATE FRAME F.ND COVER SOW , PLAN -- ••• • • ••• ��•^"�"'�' NOTE: NON-SHRINK GROUT 0 o i IIL OVER LEDGE OF AT LEAST • • • •• �\ CLEANOUT INSTALLATIONS ARE - 12' IN NOTH + • ° ° . .: / LIMITED TO EASEMENT AREAS• ° / // O OR MAY BE I.LLOWEG AFI A STANDARD CASE IRON U U U - •s FRAME AND COVER - •°• • O O O FRAME AND COVERL) R111G TEMPORARY BASIS IN PER DRAWING 280--SA STANCAARO MANHOLE RIGHT-OF-WAYS. n CI • n� • " o • • . o e • - . ( COLE SERVICE 1�7ERAL PIPE SECURE 2X4 IN PLACE • • i o. Q :_�� • •.; •�" MIN. i SIZE AS SPECIFIED AGAINST PLUG W/BACKFILL FINISFI GRADE- N TO PREVENT PWG Bl01MOF1z O 0 S U 0 0 NON-ADHESIVE i •• �• 5 NOTES: ANITARY MAIN MEMBRANE i1�, S'• .. WATERTIGHT PIPE PLUG LLJ MAXIMUM 27' FROM SET FRAME IN NON-SHRINK --MNNHCU DESIGN TO � � " TOP OF FIRST STEP GROUT CONFORM NTH ASTM C-478 0 Q 0 WITH STOPS M1 N � 10 i W OF CLSTING AND DRAWINGS 010 ST tI 020-ST MINS --GRADE RINGS (2•,4",9R 6") \` -r � .�;�1. \; O O O F- NOTES --- SET IN NUN-SFIRINK GROUT -MANHOLE CONE TO BE f' I Z Z Z (1) 2X4 •t �� rtrl'• PROVIDE 3/1'-0 fGft A � � h -MAHIIaE TO CONFORM tMl}I • -1014CENTRIC/ECCENTRIC - r �. CLEANMINIMUOUT Of S' AROUND I C c c 5 ASTM -47E STANDARD ECCENTRIC f - \~� 1T -MANHOLE FRAME AND l OVEN • _ 3' CONE STANDARD CAST IRON AS SPECIFIEDOLRA SEE DR VANGOVLN 120-51/130-ST STATION: DISTANCE T3 NEARES'T MANHOLE. STORM FRAME AND COVER - V V O -ALL PIPES ENTERING OR EXITING • (NEED TO IDENTIFY UPSTREAM OR DOWNSTREAM) �- PER DRAWING 16G-SA a Q SHAM BE WATER TIGHT • ATI HQOHTIM TOT L LENGTH OF 2X4 SHOWDISTANCE FROM AT END OF LA71ERALTO END OF RAI 39 ;r 'f'�•:• O1 pl O_I () -CHANNELS TO BE •-,4 VERTICAL -- LOT�t AS MOWN ON APPROVED SET OF PLANS I n O O Of HEIGHT OF PIPE-SMOOTH FINISH •. BOTH MAPKINGS TO FACE STREET r -HEIGHT O PI KENT-SEAL TO SE ' • FIk101MT 'f�; - '/ '•• \ d Z FINISHED GRADE 12 GROUND �GNE IC w �- USED ON AL. MANHOLE SECTIONS '� MANHOLE SECTION FOR TING�J & FRAME 7X4 SURFACE TAPE + ;' O O _ •, V, Q -INSIDE DNOF MAXIMUM 4' (VARIABLE V-4') - - MIN COLOR COOS SURFACE - I 3'. LOTS (Oy OR C SANITARY) ��• +T � .^ IY VERTICAL DISTANCE INVERT TO INVERT WK- ••J• 0 -MINIMUM HEIGHT OF STANDARD • _ 27' / •�, • u{`� `pp p`p Q TO BE S' --- C` - 25• gin": ,.- .i• ,.= G G a ~ -SEE DRAWING NO. 110-ST MANHOLE/CA C'H BASIN STEP •� 3r\OA-A � --i ' rT l •tit;.� L'��rt•A� •' to (C 1• MIN. FROM TOP OF MANHOLE . LESS THAN ORO IND 1_•11:. ��.:•t ;��::• .r• _.• c c Li -KNOCKOUTS TO BE USED WHEN STUB OUT RPE PIPE TO MANHOLE CONE ` .}. 4' _ IS 3' OR LESS SECTION SZcnoN .' M ,TAPE - 7 • .� O O '1) I -MIN. .20' FALL BETWEEN INLET AND OUTLET \ • t•' •• V! 0 (GREEN W/BLACK LETTERS) �'yr: i1' lY ' 4N3" \ '• !fir 2X4 3" :�J i•�ra': '''•'d•r '':�:.''•d •:. "'iSti'� 1 t..•Li� �` .'.1 •i '•�•• MIN. - ----.i PIPE 10 r. 12' MAX. FON 1'/FT. SLOPE ' 1' MIN. FROM TOP OF . •. i'.At }. �� -- CONCRETE PTFE :► �' T +p• '! PIPE TO MANHOLE _-_,- •.#•,.� •#,.. .,1:. ----- �"rf 23' SECTION 1: • . ..•�:'�►:� - 24-1/2• CONCRETE ENCASED 3/4'-0 .. •..� PIPE PER PLAN 16" o - BOTTOM OF WYE NP PIPE PER PLAN • •'•0' i• •S 31' FOR PLASTIC. PIPE v �I �'�r •• I 6' MINIMUM CONCRETE !.}.. • Q �p ppm 4 �� °o °°p°o° °6/ q• a -(Si' •• 7 MINIMUM SLOPE FOR 3/4•-0 RPE ZONE NOTES: 0 opip ��3� %1 1Y OF 3/4'-0 • ; MATENAL AS SPECIFIED o °4T w TS a✓ •6 "• o • b' PIPE � 0.010 COMPACTED BASE .'p 4' PIPE •• 0.020 1. SUBURBAN TYPE NOT FOR USE IN TRAFFIC AREAS OF COLLECTORS 12' OF 3/4'-0 COMPACTED `,NIINIIMIIA, `I.0_NC_ttETE .'.... .'. ` I 4d� MATERIAL Q° AND ARTERIAL STREETS. r� N BASE MATERIAL :1 ! O BEDDING T R NTH NOTE: CONCRETE ENCASE ENTIRE WYE SECTION AND 4 BEND IF CONGHETE PIPE •: • ..� -��+'•ti':'. --� / REDOING GRAVEL., 2. COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-48 CLASS 30. MINIMUM 2'0' WIDr ELEVATION 3. COVER AND FRAME TO BE MACHINED 10 A TRUE BEARING ALL AROUND. ! 6 MINIMUM-" 4. NOTCH LID FOR LIFTING HOOK. "- _ unified 'SHALLOW MANHOLES unified SAI�IITARY un:!I�d SUBURBAN AND STANDARD � STANDARD CLCAN OUT iw u e o�,r►� 8 STANDARD MANHOLE �' �'� 4 �® �� LESS THAN 4 FT. V MANHOLE FRAME AND COVERUfA4unlfbd icy t c UfA® UfAW11 "wo SERVICE CE LATERAL DRAWING NO. 120-S'F Me my DRAWING NO. 270-ST DRAWING NO. 010-ST L DRAWING N0. 040-ST _�� -• ROWING N0. '.70-SA na M•MArnsM•rr p IMMIMSor MnoMa•r Mr[0AW11fr•Rr t MAIM•e•.e•T 1{i M•Mrn MN O aAs M70W PLAT UI IVM•/rr IL Z W N z N MAY BE USED SHORT TEtM °- NOTE: W/ UTI:PTY .•)W AND W/ MANHOLE STEPS MUST BE TIGHT AND FIRMLY PFYLSM/G OF DEVELOPMENT NOTES: EMBEDDED. THEY MUS•. ALSO MEET THE ASTM ---- TEST FOR WITHSTANDING PULUNG OUT. -MANHOLE DESIGN TO CONFORM WITH ASTM C-478 V f �I t_ FLOW T CONCRETE FOR CLOSURE COLLAR SHALL BE Z p Z Y J 3. PVC HUB (ASTM 3034 SDR :75) READY-MIXED ;QNFORMING WITH ASTM C04, �C�c RINGS 7 3 7 U LLJ DRIVE INTO CENTER OF RUBBER ALTERNATE 2 AND SHALL HAVE A COMPRESSIVE IN 1' OF HON-SHRINKING W ►: :•: • 6-3/4' STRENGTH OF 3000 PSI 028 DAYS, U SLEEVE AFTER SLEEVE IS PLACED GROUT_ IN HOLE. e. T • SSC Z,T I ENCAPSULATED s" _ * I - --- ::..�.. . . -' = CATCH BASIN AREA DRAIN RUBBER L TED I-! • '•; 2. ::PAINLESS STEEL BAND (9/16" SERIES 300) • p IIF T- �a'; �••� ® SECURES UPPER HALF OF RUBBER SLEEVE TO THE r. n \ Mi Vii' . • • 12. PVC HUB. IN RCEPTOR 12'MINIMUM 4 Q ' PI FOR coFNcaEr_ SLOPE COPOLYMER POLYPROPYLENE PLASTIC �!. ' •� ' • U / d ' �•' I RPE 1/2' L�RADL 60 REINFORCEMENT---- i.•• :'• :•'. •r 1. COMPLETE RUBBER SLEEVE (ASTM c;•-443) 4' SANDED ►. s .7.M f' INCLUDES A MOLDED SEGMENT THAT HOLDS ab BELL FITTING �� O.D. • IT IN PLACE. FLOW t -A.: - 13• cc overlap of bogs. Q PVC SANDED BELL PIPE 3-3/6' FOR P 9 d OG +: I PLASTIC SAFETY STEP FORMS s1EEL -�- Z N V • a ___�_-T•. -i - 3 OR oTHENR APPROVED Q (- �o 6" MIN. 6•__ 5,6 ,: : -;: . 6" -, OR 01 ERAALS) PLAN VIEW z 0 o M Oil: 'In all d pr 0l I'c o e o ° p ry i.••d 2 p N W, P . ° o • o ° 00 0�� e ? d . .Q • �� Qto CC- 00 !G KORNBAND Q° `��J STAINLESS INTERNA' r •e° o ° • 0o0.6°b� c /6 J/4' •,LVAIIZED BAR�� •'' STEEL BAND . . : •4 .' ��OW T M N O Q v J W M �t NON-SHRINKING GROUT L ONSTRIICT CHANNEL a•: : I' FOR CONCRETE PIPE ANJ SF-ELF IN FIELD !:. �. ••• t 1SArDY� 03 MATERIALS: W INTERCEPT M.: 12' PIPE GALVANIZED: K O �►.,. I'.4 F� Z In Q W /6 (3/4• CIA.) GALVANIZED DEFOR14ED REINFORCING BAR. .• I' •• A O UI Qr (' O Z C4 0 -_,�,� A ['=' REINFORCING BAR LONFORMING WITH ASTM A-615 GRADE 40. *'' .:,Q: • 1; ti ; '� ^ 0 6r = W ' GALVANIZED CONFORMING WITH ASTM A-123. 1� a FLEXIBLE ` . DITCH INLET `° ~a PLASTIC: f ••.. •� , I. CONNECTOR MUST CONFORM WITH ASTM C-478. a'.'' .•.E' � NOTE: ALL INSERTA-TEE HOLES SHALL BE MACHINE DRILLED. STEEL REINFORCING BAR MINIMUM 1,/2' GRADE 60. NOTES: KORNSEAL BOOT MEETING REQUIREMENTS OF ASTIR AW5 ENCAPSULATEDBE _ NTH INJECTION MOLDED COPOLYMER POLYPROPYLENE 1. ADDITIONAL MEASURES MUST OI WITH SENRATED SURFACES. 2. B�IOFFILTER BAGS SHOULD BE STMED 4 FOR GALVANIZED STEP WHERE APPLICABLE USING 2 1'X2' CONCRETE MANHOLE unlfled PRWED EQUAL PL8 W. unified _ un! CLOSURE COLLAR u �' s m INLET PROTECTION DetoA Dmwin9 4-24 PRECAST CONCRETE MANHOLE STEP INSERTA TEE UfA® DRAWING NO. 130 TYPE 4 MANHOLE BASE UfAeunifiedIDRAWING NO. 190agam DRAWING NO. 020 DRAWING N0. 100 DETAIL DRAWING 3-2 ��•� SEE DRAWG NO. 280 LOT TO BE f7 ANGLE BOTH ENDS OF FILTER FABR A A FOR AND�� co a SFNvED s r FENCE TO LJ ASSURE SOIL_ IS TRAPPED I 1- 1. BURY BOTTOM OF FILTER FABRIC 6' J o VERTICALLY BELOW FINISHED GRADE. DITCH .� P. 2'x2' FIR PINE OR STEEL a 1 -C- FENCE POSTS, / I I'ROCERTY LINE INTERLOCKED 3 a °1 �- 2'x2' POSTS J, STITCHED LOOPS TO BE INSTALLED _ AND ATTACH UPHILL SIDE. OF SLOPE. 1 D M, Q ..j 4, COMPACT ALL AREAS OF FILTER �¢ SD• E3� PLAN `7 TOP VIEW FABRIC TRENCH, Qr` ►�'" �►• NTS k�NF• ,;� " 4 ••I MAX 30 •♦ PROPERTY LINE AND LOT I a • •:,� ^ `•� f/W 10 ;is ♦ NUMLiER5 MAR•CFO IN WHITE Z5 1 ♦' PAINT ON F ACL: OF GURU - 4 Y DI • (SEE Nf?I1 1) -• PI AN � ID v n '•'I'•n .•'u , ' Vi `D FILTER FABRIC USE STITC ED LOOPS RADIUS - 25' MIN. ►�' MAX o MAx I FILTER FABRIC MATERIAL .I 1e� 21• IPI CL cU - 36' WIDE ROLLS MATERIAI_� 0✓ER 2'x2 POSTS '• n ,� -- b'-6" -- ri CLEAN PIT RUN OR 2•-MINUS GRAVEL P# • SUBORADE REINFORCEMENT O .♦ ♦ --- '-- „ ';•i` ��ti' t•;. T GFATDCTLE, AS REQUIRED / M _ 0• MIN. •.i • (lJ DEPTH 1' r y•>!.!` o r•.\'•,y,��j• .'4ca tt -0 2'-0` 8.1I�e. 2-3 3 8" 8"I _ ,,, {US UNEfl SIDC - •TO' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL ' --'-^ -- SECTION A-A SECTION E3--E3 Q - - 7- ELENA I ION j r I U - NOTE& SCE PLUMUING CODE ♦I+ 1 _ 1 (`.Mpl WI ET CONSTRUCTION IN ACCORDANCE WITH ASTIIN 0-478 1 FUR DEPTH OF CUVLH NO f ES: 6.0' MAXIMUM SPACING I�--- -_ 1. SUkVEYOR fO INSTALL TEMPORARY I 8. OF 3/4 COMPAJTFD BASE MATERIAL:0 Ir I n �./ HUN AND GUARD STAKE OR SIZE VIEW DITCH N ET STRUCTURES FOR PIPE: SIZES 24' OR LARGER TO BE PRIOR APPROVED GUARDSTAKE AT LOT LINE FOR - BUIL MITI Rd, 12155 •-I PRECAST MINIMUM WALL THCKNESS TD BE 5' METER INSTALLATION, / \ - PLN12002-00275 FRONT VIEW ►ITS REINFORCEMENT TO BE REBAR MEETING ASTM A615 GRADE 6o OR WELDED 1 INSTALLL) HY C I'. OF IIUARU 'ML LER 7 of 7 NTS' WIRE MEETING ASTM A407 t CURD STOP PATE, --�--- SHEET -1 OP "K" SOFT 03/08/2002 -- ---_ - COT'f'LR CUBING KU SCALL SCALE: 7 SEDIMENT FENCE _..----_ -- - -- -_.- unlfled AGMI311N ODLIU9 Gravel Construction DITCH INLETUfAQ0 lW7n.('•"CIXPM1uM"1 3/4~-1' o•A: vu AS w70-IoWN OF nr Mr°•Ip i)1)•l•n•Y 11.W TECHNICAL GUIDANCE HNLd0BO0i' "�''°`�•.on oc1CBER Irr� ,°a f: «.;.� WATER SERVICE 520 DWG NAME: TECHNICAL GUIDANCE HANDBOOK Entrance �e11C'y r•. _____..--.----__ __ --- Detail Drcwin 3-1A DRAWING NO. 250 °'" ._. __ ____- �,••� ~• __r- - WALL-DET2 NOTICE: IF THE PRINT OR TYPE ON ANY III ! I I I I I I I I I I I I I i I I I I V I I I I I I I I III I III III ! 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