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Sequoia Heights Subdivision SEQUOIA HEIGHTS !Jqqqc a Z. AS-BUILT ENGINEERING CONSTRUCTION PLANS o APPLICANT/DEVELOPER ENGINEERING/SURVEYING/PLANNING! Qr� r I I I �� i SS g I I I LENwAR NORTHWEST, INC. LANDSCAPE ARCHITECT/ARBORIST FIRM 13807 NE 99TH 5T, 170 Z T�zurr��ov 11 AKS ENGINEERING &FORESTRY, LLC $ f VANCOUVER, WA 98682 0- _ •-,,:,a ,::8i��;;;�iar. ¢ � ��s � [ �.�....e, I ��gl CONTACT: ALEX HURLEY 0!4 ~ j f u+ 13910 SW GALBREATH DRIVE, SUITE 100 I I - W c GEOTECHNICAL ENGINEER SHERWOOD OR 97140 cc o 1 x t GEOPACIRC ENGINEERING INC. PH: 503-925-8799 cn J Q B 5 4 S pI F. CONTACT: JIM IMBRIE FAX 503-925-8969 E ' SITE 1 z 14835 SW 72ND AVENUE x - �[ TIGARD, OR 97224 m '"` -- -- - PH: 503-598-8445 SW HAZELCFIEST WAY W . � - - = a� UTILITY CONTACTS Q o v) x .�•,M.. �,'" .h..: 8 9 10 11 12 13 'A' �•y t� SmwftTm ' POWER TELEPHONEFAM" I ia PORTLAND GENERAL ELECTRIC TAM NGUYEN c '=1 I FF I ATTN: LORRAINE KATZ FRONTIER _ 3 !Li�.F A + 2213 SW 153RD DRIVE 4155 SW CEDAR HILLS BLVD m o :-% lJ T =° '�6i 5°06 F ��51�� BEAVERTON, OR 97006 BEAVERTON, OR 97905 W VICINITY MAP I �� r I PH: 503-672-5484 503-641-4463 N U NOT TO SCALE I I GAS CABLE SITE MAP ra LANE CHEELY MARGARET PORTER 1,760 NW NATURAL COMCAST SHEET INDEX 220 NW 2ND AVENUE 14200 SW BRIGADOON COURT PORTLAND, OR 97209 BEAVERTON, OR 97005 PH: 503-721-2449 PH: 503-372-1383 � GENERAL C109 - SITE TREE CANOPY PLAN a C000 - COVER SHEET WITH VICINITY AND SITE MAPS C110 - STREET LIGHTING PLAN SEWERS WATER = Q C001 - LEGEND AND GENERAL NOTES 0111 - STREET LIGHTING DETAILS AND NOTES MIKE WHITE MIKE WHITE ~ 2 0002 - EXISTING CONDITIONS PLAN CITY OF 11GARD CITY OF TIGARD Lu C003 - PRELIMINARY SUBDIVISION PLAT COMPOSITE UTILITY 13125 SW HALL BOULEVARD 13125 SW HALL BOULEVARD F- TIGARD, OR 97223 WARD, OR 97223 C150 - COMPOSITE UTILITY PLAN PH: 503-718-2464 PH: 503-718-2464 Lu W V7 120OCN PERMIT C050 - EROSION AND SEDIMENT CONTROL COVER SHEET STORM SEWER CONSTRUCTION PLANS PROJECT LOCATION: 15aso SW 133RD AVENUE [I] Q C051 - CLEARING, DEMOLITION, EROSION, AND SEDIMENT CONTROL PLAN C200 - STORM SEWER COVER SHEET AND NOTES 15060TIGARD. OR 3RD 7224 C052 - GRADING, EROSION, AND SEDIMENT CONTROL PLAN 0201 - STORM SEWER 'A' PLAN AND PROFILE W >- 0053 - EROSION CONTROL DETAILS 0202 - STORM SEWER 'B' PLAN AND PROFILE > r- C054 - EROSION CONTROL DETAILS C203 - STORM SEWER 'C' AND 'D' PLAN AND PROFILE PROPERTY DESCRIPTION: TAX LOT 800 (WASHINGTON COUNTY TAX MAP 2S a Z C204 - STORMWATER FACILITY PLAN 1 0908) LOCATED IN THE SOUTHEAST 1/4 OF V U_ TREE DEMOLITION AND GRADING PLANSSECTION 09, TOWNSHIP 2 SOUTH, RANGE 1 WEST, C205 - STORMWATER FACILITY PLANTING PLAN WILLAMETTE MERIDIAN, WASHINGTON COUNTY, C070 - TREE PRESERVATION AND REMOVAL PLAN C206 - STORM SEWER DETAILS OREGON C071 - DEMOLITION PLAN 0207 - STORM SEWER DETAILS ISTING C072 - GRADING PLAN 0208 - STORM SEWER DETAILS EXISTING LAND USE: El{SMATED BUILDINGS RESIDENTIAL HOME AND ASSOCIA C073 - RETAINING WALL PLAN AND DETAIL aEpmm PROJECT PURPOSE: SINGLE FAMILY DETACHED RESIDENTIAL 14 SANITARY SEWER AND WATER CONSTRUCTION PLANS PCHECKED 6f AHx STREET CONSTRUCTION PLANSLOT SUBDIVISION IN THE R-7 DISTRICT C300 - SANITARY SEWER AND WATER COVER SHEET AND NOTES 67M„4 AS"0TE0 C100 - STREET COVER SHEET, CROSS SECTIONS, AND STREET NOTES 0301 - SANITARY SEWER 'A' AND WATER PLAN AND PROFILE DATUM: ELEVATIONS ARE BASED ON WASHINGTON COUNTY C101 - SW 133RD AVENUE PLAN AND PROFILE C302 - SANITARY DETAILS BENCHMARK NO. 943 AT THE NE CORNER OF HWY C102 - SW HA2ELCREST WAY PLAN AND PROFILE 0303 - WATER DETAILS 99W AND SW BEEF BEND ROAD WITH A NGVD 29 9 0103 - SW 132ND TERRACE PLAN AND PROFILE ELEVATION OF 257.064 FEET. xir 0104 - SW 133RD AVENUE CURB RETURN INFORMATION H- C105 - SW 132ND TERRACE CURB RETURN INFORMATION AS—BUILT DISCLAIMER: REN UAL ox r.6j0j5 C106 - STREET DETAILS AS-BUILT INFORMATION IS BASED ON A COMBINATION OF FIELD IMPERVIOUS AREA TABLE C107 - STREET SIGNING PLAN SURVEY INFORMATION AND VISUAL OBSERVATIONS. THE ENGINEER PAVEMENT AND SIDEWALKS 17,675 SF C108 - STREET SIGNING DETAILS AFTERGCONSTRucnON WAS COMPLETE. AS BU LT�ARE ONLY PRIVATE PROPERTY 36,960 SF JOB NUMBER FOR PUBLIC UTILITY IMPROVEMENTS AND PRIVATE STREET. 14 LOTS ®2,640 SF/LOT 3346 TOTAL SITE AREA 108,071 SF `_E AREA OF DISTURBANCE 107,567 SF C000 0 u GENERAL NOTES - CITY OF TIGARD NOTE 1- THE PERMIT HOLDER Mlfii COMPLY MATY ALL APPLICABLE RROV1910IIS OF FEDERAL AND 23. A$OWER"Y$TEM AIR-W5T AND(VJi-S)T.V.TEST REPORT AM ONE SET OF BWDJ NE �F STATE LAIN,THE TWD YJNIOPAL COOL ANO THE TOMS OF ANY AGREEMENT 11TH THE CONTRACTOR SHALL NOTIFY MIKE WIFE OF THE CITY OF TIGARD(505)718-2464 48 HOLES rn 2 CITY OF TIGARD REGARDING WORK TO CC DONE PURSUANT TO THIS PERMIT, 'AS-BLILTS"(OF EITHER OR BOTH THE STORM AND SANITARY SEWER SYSTEMS)SHALL BE PRIOR lO START#CUNSIRUCRON.A PPE CCHSIRUCIICN MEETING INCLUDING MIKE 4NIlE, ti REQUIRED BY THE CITY FOR STEM. ANO APPRDVA,L PRICK To CONNECTION OF ANY DEVON ENGHEER k CONTRACTOR SHOULD BE ARRANGED PRIOR TO CCNSTRUCTION. ¢ 2 MCITY$STANDARD SPEQFICATIOH FOR TRAFFIC OOaOL IS'MANUAL ON UNIFORM ��' N THE SEWER SYSTEM. ALL EROSION CCHTROL MEASURES SHALL BE INSTALLED AND MAINTAINED 70 ENSURE OCMPLIANCE TRAFFIC COHIRO DE+ACES FOR STREETS AND IAdiwAYS',U-S DFPi,OF 1RAHSPORTAINON, 26- THE PERI,IIT HOLDER"ERgIEER NFPECT(7R SFiAE!SU�IIi ONLY INSPECTION REPORTS,ON z¢ RRA,CURRENT EDITION- n TATH CWS RESOLUTION AND ORDER 07-20[CHAPTER 8}AND THE EROSICH PREVENTION AND THE a[) A WEEKLY BASIS,i0 THE DRYS INSPECTOR.(SE DEVELOPER-ENGINEER AGREEMENT SEDIMENT CONTROL PLANNING AND DESIGN MANUAL,REWSED JUNE 2007. ¢N 3, TRAFFIC CONTROL SHALL BE PRONDM FOR BY THE OWMACTCR IS ACCORDANCE YIM NOTE 1115.) S C THE CITY"S STANDARD SPECIFICATIONS AND,AM N ACCORDANCE NOM A CITY(JOB ATTENTION FXCAYATORSc OREGON NW REWIRE$YOU Til FALLOW ALINES ADOPTED BY THE . 27. THE CITY'S INSPECTOR MAY.AT HIS DISCRE1gN,REWIRE PRMCN OF TESTS AND OR ORE+OH UTIUTY NOTIFICATION CENTER,THOSE RULES ARE SET FORM IN CAR 952-001-0010 q J REPORTS FROM A PERMIT HEALER,PERMIT HOLDERS EHgNEER OR CONTRACTOR TO THROUGH DAR 952-COM-0090.YOU MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER BY $ SPECIFIC)ALAN S ED BE AVFIC ILABLEONmA PLAIT A DOPY OF THE APPROVED 1RAFFlC CAVING(503)232-1987.IF YCII HAVE ANY QUESTIONS ABIXR THE RULES YOU MAY CONTACT S'�t - DONiTROL PEAR SHALL BE AVAILABLE AT THE WLTBC AREA. 4AUDAlE(MAIMS ZIF MATERIAL OR CONSTRUCTION AOEpUACY/0011PUPNCE. SUCH THE CENTER.YOU MUST NOTIFY THE CENTER AT LEAST 2 BUAlE55 DAYS OUT NOT MORE THAN gg �� 4. PVBUC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC,AT ANY TIME,WITHOUT HAYING TESTSA PORTS SHALL BE PROVIDED AT THE PERMIT HOMERS,EMENSE 10 CE NESS DAYS,BEFORE COMMENCING ASIX LEAST i2.CALL ESRD)DAYS BUT NOOSOSL MY d R 78 W FEST OBTAINED F WRITTEN APPROVAL FROM THE OTO OF TRAPEER. THE PERILS HOLDER IS 2B. THE FUSSER HUM SHALL PROVIDE A COPY OF A PROPERLY F�CUTED RELEASE AND RESPONSIBLE FOR PROVISION CE TIMELY D POIJOE DE OF TRAFFIC FLOW DISRUPTIONS is AGER WE EMERGENCY SERVICES(TIGRRD PpJCE DEPT.,TUALARN FIRE&F ANO ACIVER DOCUMENT TO THE QTY FOR EACH OWNERSHIP P DISTURBED 8Y'OuNsTRuCIICN 79110N, TO IRI-LET AND TIGARD"Co.DI571'dCT AND WHIR SERVILE PROVIDERS ACRVITY,AS EVIDENCE#DISTURBANCE RESALURCN AND OWNER SA115FACIICML 29. EXISM?G MONUMENTS,PROPERTY CORNERS,AND SURVEY MARL RS SHALL BE PROTECTED. Z 8 S- UNERAE WARNING#IMMINENT PLACEMENT DISRUPTION AN ADVANCE NOTIFlCAITON E79YN AT EACH REPLACEMENT SHALL BE AT THE PERMIT HOLDERS E7PEH5E OF ONE CONSTRUCTION AREA 72 HOURS EO� lft [MCL.)BEFORE INIIIA11CN OF CONSTRUCTION 3O. THE ENGINEER SIAL MOTET THE WASHINGTON COUNTY SURVEYOR WHEN THE IAWIIAL AND TARN. FINAL LIFT OF ASPHALT HAVE 6674 PLACED. W fx ACCESS TO&ISTNG PROPERTIES SHALL BE MAINTAINED AT ALL TIES,INCLUDING NORMAL 31. THE PERMIT HOWER SHALL PROVIDE TO THE CITY INSPECTOR,H WRITING.THE NAMES AND cn CD Cn CD DELIVERY SERVICE,AND NAIL SERVICE AND IF NOT.SHALL I£CAUSE FOR WOW STOPPAGE 24 HOUR EUER(C]NCY TELEPHONE NUMBER OF TWO{2)PERSONS WHO HALF AUTHORITY TO O UNIT EFFECTIVE RCC£55 IS ESTA&1SHHE0. RESaW PROBLEMS,TAKE OWECTIVE ACTION AND,IR GENERAL,WILL BE RESPONSIBLE IN CASE OF ANY EMERGENCY. THE PERMIT HOLDER SHALL NOTIFY THE CITY INSPECTOR IN ,v 7. TRAFFIC CRUCTIO LWORK ,FLAG PERM ETC,SHALL NT LIN PLACE FRT(Ft lO NI14ARtN WRITING.OF ANY/AUL ASSIGNMENT CHANGES. F -p #CONSTRUCTION WORK AND SHALL BE EFFECiHELY YAIITIAIMW, /R= M=m 8 8, PURSUANT TO TIGARD MUNICIPAL CODE SECTION 7AO.180,WORK IS PERMITTED BETWEEN 32 THE PERMIT HALER SHALL CAUSE G6 CONTRACTOR TO PROVIDE TO THE QTY INSPECTOR, V W THE HOURS OF 7:00 A.M.TO 7:00 PAL DAILY 11NI.ESS OIHERMSE AUTHORIZED BY THE IN WRITING,THE NAME AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF A DESIGNATED CITY MANAGER, COMPETENT PERSON"RESPONSIBLE FCR CONSTRUCTION SAFETY AS PER OR-CSHA,CHAP, I 7) 437,Div,3 CCNSTRUCDCH.SUB-DIVISION P-EXCAVATIONS. THE CONTRACTOR SHAT C1) 9. HOLES OF CCN5TRUC7ENN WORK ON COLLECTOR AND ARTERIAL ROADS WILL BE LIMITED TD NOTIFY THE CITY INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES, 9:D0 A.AL-.Y.DO P-M.UN-ESS AUTHORM BY THE CITY ENGINEER. NO WORK WILL NOT T Q BE PERMITTED ON COLLECTOR AND ARTERIAL ROADS BETWEEN.X30 . AND 9:00 A.M. 33. R IS THE SOLE RE9%SIBIUTY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER ri UNLESS AUTHORIZED BY THE CITY ENGNEER RIGHT-CF-ENTRY ANO/OR EASEMENTS PRIOR To STARTING WURK_ PROOF OF w RIGHOENTR T- - Y OR PROPERLY EXECUTED EASEMENTS.SHALL BE PBOINED 70 THE CITY. V7 1O MINIMUM TRAVEL LANE WIDTH SHALL IE TWELVE(12)FEET;PEDESTRIAN TRAVEL SHALE THE CIN SHALL IN 00 WAY BE CO45TIMLED TO GE UABLE FOR THE PERMIT HOMERS � 0 U ALSO BE PROW FCR, FAILWE TO OBTAH OR PROVIDE FOR PROOF OF RIGHT-40E-ENTRY CR EASEMENTS THE34. BEFORE PLACEMENT GE THE FINAL UFT OF ASPHALT,THE PMOMNI HODER SHALL CLEAN Q V J O Ti. REQ IRE AND EHE COUNTY YBE RESERVE THE RIGHT TI ADD TO CIE MODIFY TRAFFIC CONTROLSSUR AND COMPLETE A PPE-ACCEPTANCE VIDEO INSPECTM LIF ALL NEW SEINER UIES. THE REgLIF(DQR75 AS MAY lE NECESSARY i0 EFFECTIVELY CONTROL TRAFFIC AND TO RSSURE PUBLIC SAFETY. PERMIT HOLDER SHALL PROVIDE THE QTY WM;D DAY'S OF NOTICE FOR THE VIDEO INSPECTIOL ANY DEFICIENCIES WALL GE REPAIRED BEFORE PLACEMENT Or FNAL UFT, C 7 12. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY,THE PERMIT HOLM SHALL BE Q CONTACTED BY THE OTYS PRIVATE DEVELOPMENT INSPECTOR.[SDS/639-4171y To M (PRIVATE SYSTEMS) THE DEVELOPER SHALL MAINTAIN THE WATER QUALITY FACILITY AND ESTABLISH A PLACE,TME,AND DATE FOR A PRELGNSTRUCUIOH MEETING, CORRECT ANY DEFECTIVE WOW;,AND SMALL PERFORM ALL SpHEDULED MAINTENANCE TO uJ ED ASSURE PROPER FUNCTIONING OF THE FACILITY. 13 THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NJQTIFY THE COYS INSPECTOR,MICHAEL W FTE AT 50.3/639-4171 TIfNTY-FOUR(24)HOURS PRIOR TO COMMENCING WORK, 36. (PLIPUC SYSTEMS) THE DEVELOPER SHALL CREATE AND PROMWIE TO THE CITY A COG-O TWENTY-FOUR(24)HOURS PRIOR TO ANY STAGED NSPECIIDH(EE Ar9tED LISTING) SpHEDULE FOR PERIODIC(QUARTERLY)MAINTENANCE OF THE WATER QUALITY FACtT[Y. C.?im AND AFTER COMPLETING WORK QQMERED BY THE PERMIT, THE DEVELOPER SHALL MAINTAIN SAID fACNTY FOR A PERIOD OF FREE(3)YEARS FROM a THE DATE OF CITY OOMITICNAL ACCEPTANCE OF THE PUBLIC IMPROVEMENTS. ON 14. A COPA Y OF THE PERMIT AND ALL ATTACHMENTS,AND COPY OF THE APPROVED OCTOBER 15T OF EACH YEAR DURING THIS THREE�O)YEARS PERICO,THE DEVELOPER 0 r3 CCM5TRUCTIOH PLAN AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA. SHALL REPORT.IN WRITING.MAINTENANCE ACTINTI 5 V TO THE DITIECTOR OF PUBLIC 10RK5. ALL WORK SHALL OONFORM TO THE PERU TERMS,COIN0170S AM PROVISIONS AM TO QTY CRIES SHOULD MBNI%R PROPER REMOVAL AND DISPOSAL OF SILT AND DEBRIS THE CITY APPROVED PERMIT PLANS,AND APPROVED PLAN AMENDMENTS AND TO THE PRIOR TO CITY FINAL ACCEPTANCE OF THE FACILITY,THE DEVELOPER SHALL PROVIDE A CIM STANDARDS AND SPECIFICATIONS AND TO THESE GENERAL ODMITIMS. CHMQES WRITTEN EVALUATION OF THE OPERATION AND MAINTENANCE NEEDS OF_ME.FACLRY AND TO ANY OF THE AFCRESND MUST BE APPROVED BY THE CITY,N ADVANCE OF WORK CORRECT ANY DEFKfNCES IDENTNEA IN THE EVALUATION. PQ6CROMANCE. ._ I5. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE LEGEND J PERMIT HOLDER. THE WORK AREA Rll1 APN AND ROADS SHALL BE MAINTAINED R A EbSPHG Q CERN S CONDITION FREE FROM OBSIE SHALL A10 HAZARDS, A COPY OF THE FIRMER En"MIG PROPOSED HOLDERS C4R71FICATE CF INSURANCE SHALL BE AVAViBIE AT THE 4A7RK AREA iOlaEIILLV. DECIDUOUS TREE 0 STOFH SEWER CLEAN CUT o 1& THE L FOR IMM DI TE C N DEBRIS OR STORAGE MI MATERIALS RIR MAY AT ANY O ANY p„� � SF(1ft•1 SERER CATCH BA`�iH C W W KIND UPON ANY PUYUC ROADWAY IS STRICTLY MINIORED AND A"TKR SHALL BE CONIFEROUS TREE �Y.`r STO M gym MANHOLE ® 7 CAUSE FOR IMMEDIATE CANCELLATION OF THE PERMIT THE CITY MAY AT ALLAY TIME ODDER !r IMMEDIATE CLEA"AND STEPPAGE OF WORK TO ACCOMPLISH CLEAN-UP- FEE HYDRANT A f, GAS METER ® T7 W 17. INSTALLEDEFFECTNIE EROSION GAINED E INGUTHE EROSION R SE OL DEVICES MUST!E WATER BLOWffF P GAS VALVE IM ,^ INSTALLED AID MAINTAINED MEETING THE CLEAR WRIER R67M AND DEQ WATER METER o � GUY WIRE ANCHOR i- � 6F DEOUREMMENTS THE CITY MAY AT ANY TIME ORDER CORRIxTEVE ACTION AND STOPPAGE OF WORK TO ACCOMPUSH EFFECTIVE EROSDH CONTROL WATER YALVE L4 H MMR POLE -C_ y Lu 18. PROPERTY DISTURBED BY CONSTRUCIICN ACTIVITY SHALL BE SEEDED NTH A STANDARD DOUBLE CWEOC VALVE ® POWER VAULT CRASS Mb�E',SHRUBS,FOOTERS BARlUSHEDNST,E EINS G LOCHS PAVEMENT RMACE MARKINGS, AR RELEASE VALVE �° POWER JUNCTION BO% l7 Q Z AND MATE EVIG SMALL BE RLISTABIJ5IED.RDHSTALLEO RIR kERACED,METH UKE KIND SANITARY SEWER CLEAN CUT o • POWER PEDESTAL c ■ AND MATERIAL [ 19- EFFECTIVE DNCONTROL IS REWIRED. DRAINAGE SEWER MANHOLE Q NIB 00MMUNCATOIS VAULT ;C7 ROE SHALL BE CONTROLLED WITHIN THE SIGN - T OOMMUNICATIONS JUNCTION BOX A ■ OUTING SITE ANDD SHALL GE LL SO ROUTED THAT RDJAOTYI PRIVATE PROPERTY,PVBUC PROPERTY AND THE RECEIVING SYM IS NOT ADVERSELY IMPACTED, THE CITY MAY AT # �} w W ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO AOCOMPWIl EWECTFYE STREET LIGHT COYMIINCAIMONS RISER ❑ DRAINAGE CCSTRC_ MAILBOX 82" ® /u 2O. DREG CN LAW REOUNES FOLLOWNEG THE RULES ADOPTED BY THE OREGON UTILITY V NOTIFICATION CENTER. SAID RIMES AAE SET FORTH IN OAR 952-001-0010 THROUGH CAR1- Lryry�+rny� J 962-WI-DM COPIES OF SAID ROES MAY BE OBTAINED FROM THE CENTER BY CALLING 5246-1987. IF YOU HAVE ANY OUESTICN AD"THE RULES,CONTACT THE CENRIpIT-IPF-W'AY LINE iCLiE.NL1ST. TER. NOTE DAMAGE TO U HUMS SHALL GE CORRECTED AT THE PERMIT HOLDERS EXPENSE BOUNDARY UAE -.-.-._. 21- CONTRACTOR MUST VERIFY ALL EOSDNC UTILITIES FOR BOTH VERTICAL ELEVATICN AND PROPERTY USE -.._-.. ....... .._._. HORIZONTAL LOCATION PRIOR TO START OF WORK[POTHOLE BEFORE DIGGING IF NECESS"_ SHOULD OOFLUCTS ARISE AND REOESGII OR RELOCATION OF FACILITIES BE CENTERLINE - NECESSARY.IT SHALL BE DONE AT THE PEWIT HOLDERS EXPENSE. CHANGES WM BE OI1CH @�. APPROVED BY THE QGE TY IN ADVANCE WORK PERFORMANCE. CONTRACTOR SHALL wrS ODCRCNATE TINE WORK WITH AFFECTED UTIUTY AGENCIES CLEM LTAVsI riY: MTS 22. A TEMPORARY HARD-SURFACE PATCH(COLD MIX F.C.OR HOT MIX BASE RAMC)SHALL ETRE OF PAVEMENT --------------- - 0n I.. AHH BE PLACW ON TRENCHES WR-WN ROADWAYS AT ME ENV OF EACH DAYS WORK. NO TRENCH.ON SITE OR OFF-STT;SHALL GE LEFT AT ANY TIE IN AN UN-SAFE CONDITION CAMENT THE PERMIT HOLDER 5 RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE FENCE LINE ..� ..-�---.-�----...a_.....o----- • • _ AATE:07/21/14 RESULTING FROM THE PRCBEOTHON OF THE WOE(. CRAVE EDGE . ._...._....-.-.._.._-._........_.._.._.. 23. YRIRH PROWLED FOR UNDER THE PERMIT STALL INQMIDE REPAIR OF E>OSTIHG FACILITIES � ........................................ � � �V'•T'00 $ (ROADS,DTCHES,EFC-)AS MAY BE NECESSARY,IN THE CITY INSPECTORS OPINION,TO POWER ULE 6 OVERCOME DETERIORATICH OR DAMAGE WHICH OCCURRED N CC UNCTICH WRH THE WORK r AUTHORIZED BY THE PERMIT. CORRECTIVE WORK SHALL BE DONE AT THE PERMIT HOLDERS OVERHEAD 1WRE , EXPENSE. ... - �•------ '" �uxwo■ � caMwuHlQAnaNSLINE - --. .�--- - --�- -.�..m. a„� �F�"^ka„ 2A ONE AS-R RT MYLAR DRAWING WOO ALL NEW PUNK I PROVRERT&NCLLDINC MY COIR OPTING DHE q��, REWAN MACE TO THE PREWOUS.Y APPROVED CCNSI ILICTICN PLANS AND,ALSO.ANY _ _ .-� -- - - -0"' ^'"-' '0 IMPROVEMENT WHICH MAY IMPACT AN E%rN0 PLUJG SYSTEM OR FAOUFY.SHALL BE GAS UNE �a PROVIDED TO TIE CITY BY A REGISTERED AVL ENGINEER ALONG WITH AN ENGINEERS °1f g CERTIFICATION OF INSTALLATION CDMPUANCE(FORM ATTACHED). STURMM SEWER UNE SANITARY SEWER LINE JOB NUMBER 3346 ;�MM�y V SI EET z cool L�' W Y� 0 V Q a W ' i V ILW I i E5:SAH MH a VIA NH IL ' I I RN.56220 -I Mlk 561.61 4 I IE N:5;50.74(n) E IN$$222 0n) 3 TAXLOT 1000 I I I ; IE CIT.550.38(8'5) / € HE are 551.96(ITS) TAWPI 2S 1 09AD ` I LOT 8 MDOD5IDE y T / TAXLOT 2900 $d W TAXWAP 25 1 fl90B �r TAXLOT 1100 SWMMIi�' 2 101 TAIOLW 2S 1 09AC Z FRAN2NE.RICHARD A TRUST 1 '-I b HOGHRE F�AICE/�^� �. ` HDGYff FEHC� __. _I _ /4 .. N893TOdE. .•54 20279 - Npf FENCE 1__ ___._ — ___ __ ~ R r - F�ESI�/] 2500 W `r �' - - ------- --- d a 09 / - t / J I I TAxLOT 3000 T '2 TOMAP 75 1 09D8 m 8 - �— —2ppT2 ! LOT 6a € 'SUMMIT 160GC _ E Z ' — J�rl f�� -�---J / /r \ Ge, � �r / /l ! I I b I• W U) 0 ii IglAll �C I f I l TAXLOT 700 TAXMAPpss1 69DB —� `�.''-� -- X11 I I I ; C7 V tiunoo�oE' — — '_670 — ��`~ — �r� —J — <1 i r + Iry \ / / / ) .� I I l� �� d �o52a f — — _ � ,1 `� j Famr f.�' \ /" + I }g TAXLOT 3100 0 Q �; �-\Jnf+r 3 I11� TAXWW2SIME 1� ^"MEAT" moo J / - I 1 EX STN C6 �O S € X41 9 r �r �— �l \ f ✓ / +} jl I a+� RIM:555.73 IE OU 552.75 12 \� 550.54 { TAROT 800 �ti.! ~.'✓ r� �—565-^�� y—� ��.— _��— ''^_/ -=��= �,� �a 1�,�' T7�1B.IAP 25 10906 `L._ �; 1 - r y-- J__�J --��—J ��l�f �y =-��t= -� � 1 _�I _ , f EIH:5RIM ►3:79{gyp �,t :, f...._�"�7.. f IE :543.56{8"E] ��CRE.S� ---- o_ f ��1A F _ -�—~ _ I n om, �� — / IEN Rbt (I ?�_ II 2of r� r� — ] s / Ind ❑ ' . �.� ` l� / / IE pf.�5a&.31 nTWE) i �1 /,,E WT,,546.25{,rry 6 Z Z _ !1 ;; •-�— ..; �_. �__ — �� — — /f Jam- f 0 J Ssa—I _ Z 1; f _..._.._._. _....._ — _ {^Y� .- _., / ��1 �� I.� TAxLar 3200 ..._...._...._._...�_ \ C ! f ,,....._...._..._..._..._._._.....,,,� I I TANMAP 2S 1 09DB �I (RAVEL[NOVEYGy" / GRAVEL DPoVEWAY \ I —— LO,7a TAXLaT600 �...__...._.... ._..._.. .�—G.. .__..... ,.. _ _....,� �...._..._... ,r c_...._..._... a !� SUMMIT RncE TAXMAP 2S 1 ODE m... ._. -�l.. `_� / VAFtES U LOT 6 r NOUN HOCNFE Fe71E =004441.70 10005 FENCE '�FENCE i IX SAN MH 'YpDDJDE' ` - FENCE i �$ FOM:596.90 W i g - ilE IN:536.36{4'WW) .�i _; — ��i IE OUT:576-11{5•S] ��j•I I i 2�Gq 250'GRMEL TAXLOT 900 TAXLOT 5100 I' ?' !I---�y k DRAVEEH,N RNA JJ TAXLOT 5000 OWBiAXYAP 2S 1 09D8 - NOTES: rA�P 2s 1 o9oe Lai 1,w L � .....�....; �y �r ` V� LOT 129 'yIYYIT RIDGE Na-S' i I y � NITS j I 1. UTUAES SHD'FN PRE DLEO CR OND ORCUND UTILITY LOCATE MAF✓1WG5 'SUMMIT PoDII Na 3' € I ;� AS PROSW BY OTHERS,THE SLRVE70R MANES NO GUARANTEE THAT € I - RIs i THE UNDERGROUND LOCATES REPIfMT THE OHEY LMUTFS N THE 1 i� t�oao er AM AREA.CONTRACTORS ARE RESPONSIBLE FOR VERIF711G ALL EXISTING I, EX STY MX COINIICNG PRIOR TO BEGINNING CONSTRUCTION. .. --...._.- RIM:54130 AS NOTED I .. .._ .. ... _.. ... ... .- B.. IE IN:534.19 14'X'1 D7�21�14 II ; IE OUT:53158{12.5] aC1E REOlSrEREO ' I• 2- FIELD NORIC Y'AS CONIX1CIm DECF1[ER 4,2012-FEBRUARY 2,2015 11 SPECT PROFESSIONAL �.I 3. VERTICAL DF NUN:43 AT ARE BASED ON TrR9HINGTAN COWRIE 27 6 VOUGLAs-PN 41 s i40{ .I I LAN❑ VEY fFNC{4ARN N0.9a3 R7 1HE NE CORNER OF HWY 9900 AND SW BEEF BEND ROAD PATH A Novo 29 EIEYATION OF 257.064 FEET- 7➢m GMT SEQUOIA 23 � 4_ THS MAP DOES NOT CONSTRUTE A PROPERTY BOUNDARY SURVEY. 9Ab WUGLAS-FIR S 7T�19 9C7fiGEASFN2 5 � ORE6ALLY R,0_N 6 SURVEY 15 ONLY VAUD KITH SURVEYOR'S STNP AND SIGNATURE. 20bID1 WESTERN WHRF ME 10 /'� N{XAMM IL KWAS 2= PONDERCdAPNf f2 W 58539LS E BIIILDWG FOOTPRINTS ARE MEASURED TO SIDING UNLESS NOTE 2006t PCWUER05A PINE m (r RE1S:N5:B 75 O1HEIW5E_CONTACT SURVEYOR KITH MJFS11CNS REGARNMG BUIIDNG 2032 Pp,�CSA PRE 78 yp TIES. 20035 DOUGLAS-PA I? V/ a SCALE 1' 20 FEET 7. CONTOUR NTRVAL IS,FODT. 20036 OOUaA5�I4 20 B ONLY TREESHAVNG A DIAWU AT TH AND GREATER,MEASURED AT 617TER CLIERRY 17 AT � � JOA NUMBER o _ BRHF] EFSI CNT,WERE SURVEYED AT 1415]]ME- 2]313 WESTERN REO CEDAR 12 �,,�I c W314 W ES-ERN RED CEDAR T18,13 � 346 �A _20315 WES�RN RED CEDAR 40 SI{-ET 20441 I E-OWEPaE PINE '6 0002 TAXLOT 1000 I I W TA)W 2S 1 MAD I I LU LOT a'>leapsmE' TAXLOT 2900 N r TANM F2 6708 09 a 25.60' 25X I TAXLOT 1100 I � `�wr . ...-__-_._I TF)d25 1 NAC 2NE. FRFNRI PoCHARE7 A TRUSTa E!O _---- 1 N89WOU'E 440.54' VARIES 25.0(1' S j64.37 b0-0060.0a 80.00 E0,00 86.00 65.00 I 1 o vS z¢ f '"l PILE 2100' 2a00' S§ g =w TAXLOT 3000 z 0 1 1 1 �h g S LU vl .111 TA%MAP 25 1 09Z I I I L01 88 z S e I Im MIT PoOGE' 8 LLJ F- j 7 8 6 8 5 8 4 8 S 8 I 04 25,430 SF ±5,100 SF 15,100 W m 35,100 SF33,sm g m }5,12 SF Q [V LLI I TAXLOT 700 co �, j rJ ❑ TAARR 2S T OSS _T 7A EON17005LE' { �` { ' ccQ E3 • - >- _ ----"----- __ -_ -------------- --- _-- --$-------- _ !rte I TAXLOT 3100 W 60-006a-00 2b23_ P8 -_ _ LOT� 7 21 TF1�LW 2`S9 p50p J j C]_l �� SUMMIT RIDGE" Li x$47- r Cp• � co z w SW HAZE LCR EST WAY -�� Q 0 Q N8932'00"E 355.43' in C� S � _- I CD Uj ML- an 96 w.w 56,oD saga" Sa.00 6D.Da - g 1"s.TS"a- sw Q. -------- ----- ------------ ------ f --- - I Y"CLEARANCE •—r ---^--- ---- - -T __w s. HAZELCRE57 N ca I TRWlryE[nPCA<1 ' �,% - WAY 6 a 110 » 12 16 319 { I.07 ±4,500 F 2:4 0 S ,500 SF 35,400 SF 14,500 SF 14,500 34.SF >� SF ".� I •1 4I TEl SIF I 25-06' PS00' Z STORMTER I h .200'R.O.N,0EDICAT[)X 25.00' noa j Raw,DEDICATION TAXLOT 3204 TAXLOT 660 I VARFS s.ss'-1n.3d TASYAP 251 09DE LOT 70 "SUMMIT PoO.i" ❑ TF%YAP 1 O9pp I -q0 WOO 50-00 60.00 50.00 5800 53.00 61.39 LOTT b I '%Y10DSIOE' $0B'S2'm'p'441V I � 25 ar xs m' j I in I �0° 25'00 TAXLDT 906 ' TAlfLOT 5100 TAXLOT 5000 BRADFIIS 2$1 MA i TA%YAP 25 1 0900 TAk1AAR 2S 1 0306 ` BRADN91,NORMA J Lor 125 LRT 130 - -�..---- II " SUMMIT RIDGE NO.3 BUY�fr RIDGE Na 3" j ' 1 r Z ' I I J W CURVE TABLE NTRR�A•SHALL HAVE A STM AND CURVE RADIUS. DATA LENGTH CPoORD BANIITARY EASEIENT TO THE CITY OF oraxx sr- YIS TIGARD OVER US ENTIRETY- CeECkFD e1: AHH -CI T4,Od 908341' 2209' N44WOVE 19-81 NIM 141-Od 14r" 35,93' 552'4V5rV 35-84' LNTE 07711 C3 14AU 75110'00' 1&33' 538'OI'68'E II.AS' PROFESSIONAL CAN" RV-EICR C4 16&00' 1476b5' 42.30' W4VWE 42.19' _ C5 j 14,00' 89 IS, 21.89' 14511151"w 1973' � oREGD 3CAIE 1' = 20 FEETC8l1HI.OT 10'48'10' 315.0f W4SWW 3,5-96' .NLr to xoos eo o e »e >m C7 j 191.00': 34155 WE' N77 2553 W 12.66' r6d D�ism C8 2090' 105ww 36.65'..:55 WOTW 31.73' , iLNF.K:a 15 a JOB NLWBER PROPOSED LOT DIMENSIONS AND AREAS TO AID THE THE PURPOSE OF THIS PRELIMINARY PLAT IS TO Ow THE 0 ��$ CONTRACTOR DURING CONSTRUCTION. THIS IS NOT AN OFFICIAL PLAT AND IS NOT TO BE USED FOR SURVEY PURPOSES. 00639 V .7 Y= W~ U 2 W EQUOIA HEIGHTS NU _� a L7W ~9Z 120OCN - EROSION AND SEDIMENT CONTROL PLANS g 0. ----I W �o = T a �maEWM- I , a $ a s 1 , 1� DEVELOPER STANDARD EROSION AND SEDIMENT BMP MATRIX FOR CONSTRUCTION PHASESaig z I g -- LENNAR NORTHWEST, INC. CONTROL PLAN DRAWING NOTES: REFER TO DEQ GUIDANCE MANUAL FOR A COMPREHENSIVE LEST OF 2 g E I y{Z - 7 ATTN: RYAN SELBY AVAILABLE BMP'S. 11807 NE 99TH ST, #'1170 t ALL PERMIT REGISTRANT$MUST IMPLEMENT THE ESCP.FALURE TD IMPLEMENT ANY OF THE CONTROL MEASURES CR uASS OTNJTY STREET FINAL NET LEATHER C ,� PRACTM DESCRIBED IN THE ESCP IS A VICADON OF THE PERMIT c — — SW HAZELCAM WAY N VANCOUVER, WA 98682 2 THE ESCP MEASURES SHOANN ON THIS RAH ARE MINIMUM REOUIRBUENTS FOR ANTICIPATED SITE CONDITIONS C EARNING iN?AIx9G /STHihUGH IXkN511UCUGH SFABU2A CN [OCT I-NAY 31ST] [V Lu g L� f LOOORING M STATE CONSTRUCTION HNFEDEERRAL EROOSION�SEDIMENT E THESE CONTROL REGULATIONS.ASURES AS NEEDED TO COMPLY YIi11 RLi APPLICA9LE ;��pp IO roW � % x x % � % �� °� -- 1 SUBMISSION OF ALL E5CP REVISIONS IS NOT REOUEIED"SUBMITTAL CF THE ESCP RE4SION$IS ONLY UNDER SPECIFIC x x -_��r -- ENGiNEERINGISIJRYEYING FIRM COME TIONS SUBMIT ALL NECESSARY REWSDN TB DEQ GR AGENr. P"G Rw" x x x x II_ �j 4" PHASE CLEARING AND GRADING W THE MAMHUM EXTENT PRACUCAL TO PREVENT EXPOSED INACTVE AREAS FROM I� w I a AKS ENGINEERING& FORESTRY, LLC. DECCNNG A SOURCE Of ER &L W m x x x x F 8 9 10 11 12 13 14 a,. I CONTACT: ALEX HURLEY 5" ICENTIFY,MARK,AND PROTECT(BY FENDING OFF OR OTHER MEANS)CRITICAL RIPARIAN AREAS AND VECETATIOH i1RURw�,�s x x x x x x j 3. Fg INCLUDING DORMANT TREES AND ASSOCIATED ROOTING ZONES,PAID VEGETATION AREAS TO BE PRESERVED. eEx z urx x CV a Ci i 13910 SW GALBREATH DRIVE, SUITE 100 IDENTIFY VEGETATIVE BUFFER ZONES BETWEEN THE STE AND SEN91➢YE AREAS(EC.,'WETLANDS),Aro OTHER AREAS i o LL j ■5 SHERWOOD, OR 97140 TO BE PRESERI%ESPECIALLY N PERIMETER PARAS. PHONE: 503 925-8799 E, PRESERVE EXISTING VEGETATION,-WEN FFRACTICAL AND RE-VEGETATE OPEN AREAS RC-VEGETATE OPEN AREAS WHEN SLWMRT Rxf£WOIwo1 x x x x x x (n PRACTICABLE BEFORE AND AFTER GRADING OR CONSTRUCTION.IDENTIFY THE TYPE OF VEGETATE SEED MIX USED. am.Ixr FOKt x x x x W FAX: 503-925-8969 7" EROSION ND SEDIMENT CONTROL MEASURES INCLUDING PERIMETER SEDIMENT CONTROL MUST BE IN PLACE BEFORE + Oro x x x W Q J 1 TA ILOT 900 T @500D - TKOs 5100 VEGETATION 15 DISTURBED AND MOST REMAH N P ACF AND BE MAINTAINED,REPAIRED,ANO PROMPTLY flLU� T W IMPLEMENTED FOLLOIING PROCEDURES ESTABLISHED FOR THE DURATION DIF CON$iRUCTIIXN,AND, PROTECTION TUT�' x x x x x k G LLJ �:inr FOR ACTIVE STORM DRAIN INLETS ND CATCH BASINS AND APPROPRIATE NON-STORMWATER POLUUTION CONTROLS. 8 4I v ESTABLISH! TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT AREAS BEFORE BEG NIHG CONCRETE _ B. APPLY TEMPORARY AND/ PERMANENT SOL STABIIJ2ATION MEASURES IMMEDIATELY ON ALL DISTURBED MEAS AS RAIN aTIF WORK. U CR GRADING PROGRESSES AND FOR ALL RDM1DWAYS INCMUDING GRAVEL ROADWAYS roc zml oN,Nn x Q SITE MAP 10, ESTABLISH MATERIAL AND WASTE STORAGE AREAS,AHI TERO NONOSFNG BEYATER CONTROLS. NRL PR°D xH x x ; U. PREVENT TRACKING(!F SEDIMENT ONTO RIBIJC OR PRNAIE ROADS U9HG FI,IPS SUgi AS'pRW+kLED(LN PAVED) Rea HrxAUMc x � EXITS AND PARKING AREAS,GRAVEL ALL UNPAVED ROADS LOCATED ONSTE,OR USE AN EMIT URE WASH"THESE scar aOus x x x xO 1 -60 E IPS MUST BE IN PLACE PRIOR TO LAND-DISTURBING ACTIVIIIE5. oM�. x 12 WHEN TRUCKING SATURATED SOILS FROM THE SITE,EITHER USE WATER-TIGHT TRUCKS OR GRAIN LOADS ON SITE. rouunw rA; a« CoUJ T3. USE DMP TO PREVENT CR MINIMIZE STORMIY,VTER EiPOSURE i0 POLLUTANTS FROM SPILLS,-VEHICLE AND EQUIPMENT aau¢c x X x x x lil PROJECT LOCATION: FUELING,MAINTENANCE.AND STORAGE.OTHER CLEANING AND MAINTENANCE ACTIVITIES,'AND WASTE HANDLING LMx[Mar % x x M % TLL pi.�9S k x x N SOUTH OF THE INTERSECTION OF SW BULL MOUNTAIN RD AND SW ACIDA E5. THESE POLLUTANTS INCLUDE FUFI_HYDRAUUC FLUID,AND OTHER OWLS FROM VEHICLES AND MACHINERY, Q AIIONIS 133RD AVE, 15060 SW 133RD AVENUE, TIGARD, OR 97224 14" IMPLEMD477 LL THE FDLAwNLL GAB PSAIMEN AAPPUC B'L YHAMD TTENSSPLL PREVENON TION AND�PINSE PROCEDURC3• x LAT: 45.4109 N EMPLOYEE TRAINING ON SPI-PREVENTION AND PROPER DISPOSAL PROCEDURES.SPILL KITS N ALL VEHCLFS, Q ? REalAR MAINTENANCE SCHEDULE FOR VEHICLES AND 61ACIINERY,)LITERAL DEU.ERY AND STORAGE CONTROLS. • s:-c.:++M'"''� LONG: 122,8132 W TRAINING AND SICHAC£,AND COVERED STORAGE AREAS FOR WASTE AND SUPPLIES. 15. USE HATER,SOL-ENDING AGENT OR OTHER OUST CONTROL TECHNIQUE AS NEEDED TO AVOID WAND-BLO'AH SOL Ern ec y ,�.i,.•.a 16, THE APPIICATTON RATE OF FERTU7ERS USED TD REESTAEUSH VEGETATION MUST FOLLOW MANUFACTURER'S N SIGNM BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING AcnMTY- p. �H PROPERTY DESCRIPTION• RECOMMENDATIONS TO MINUZE NUTRIENT RELEASESIt TO SURFACE WATERS EXERCISE CAUTION WHEN USINGy. •":,,,, - IF A ST RMWA FERT R ATM$N TSY AMT WATERWAY LE.E AN 2CHE. PERMITTEE IS REQUIRED TD MEET ALL THE CONDITIONS OF THE 1200-CN PERMIT. THIS ESCP AND GENERAL CONDITIONS HAVE TAX LOT 800 WASHINGTON COUNTY TAX MAP 2S 1 09DB)} 7" IF A SiORIAWATER TREATMENT SYSTEM[FIXt EXAMPLE.ELECTRO-COAGULAT ON,ROCK WAlION FlL1RA1pN,ETC.}FOR 1 SEDIMENT OR OTHER POULPTOT REMOVAL 15 EMPLOYM WOM17 AN OPERATION AND MAINTENANCE PLAN(IKWDR4G BEEN OTHE TO FCIN PURE COMPLIANCE WHIM THE 12L�C7N PERMIT REIXOr T[i HTS. N CASES�DISCREPANCIES OR N � r - 'F•F; LOCATED IN THE SOUTHEAST 1,14 OF SECTION 09, TOWNSHIP y{S7EM 5^HEMATC,iOCATICN OF SY57EM,LOCATION OF NOEL LCCAIGFI OF dY}IAIt( D]SCHARGE DISPERSION OMISSIONS,THE 1ZOQ-LN PEMfT°REQI�Elff3I15 SUPERSf.DE RE9lI FdMEITS Cf THIS PORN. 2 SOUTH, RANGE 1 NEST, WILLAMETTE MERIDIAN, WASHINGTON DEVICE DESON,AND A SAMPUNG PLAN AND FRECUENC'0 BEFORE OPERATING THE TREATMENT SYSTEM-OBTAIN PLCO! INSPECTION FREQUENCY COUNTY, OREGON APPROVAL BEFORE OPERATING THE TREATMENT SYSTEM- OPERATE AND MA NTAN THE TREATMENT,STEM RE W SITE CONDITION.•ra 1' - ,,,,..,...... ACCORDING TO MPNMIFACTIA3R i SPECSPECIFICATIONS, ITION MINIMUM FREQUENCY L • SITE16. AT THIE END OF EACH WORKDAY SOIL 5DUCIOPLES MUST BE STABILEED OR COVERED,OR OTHER BMPS MUST BE W W •,•°,,,,.n�.m4 e•..-:. .� IMPLEMENTED TO PREVENT DISCHARGES TO SURFACE WATERS OR CONVEYANCE SYSTEMS LEAONG TO SURFACE Lu i T NARRATIVE DESCRIPTIONS WATERS. DAILY WHEN sTOrMMwATER RuaDFF,IIWaHONc RUNOFF _ 19. CONSTRUCTION ACETATES MUST AVID OR MINIMIZE EXCAVATION AND OVATION OF BARE GROUND DURING WET 1. ACTIVE PERIOD rA :1IL`Y J R _I EXISiiNGSITE CON01110NS WEATHER OCTOBER 01-MAT 31. FROM SMTYiELT,IS OCCURRING, V ' 20. SEDIMENT FENCE REMOVE TRAPPED SEDIMENT BEFORE IT REALES ONE THIRD OF THE ABOVE GROUND PENCE ❑ 6 ' EXISTING IESDEAilA1,-•CME AND ASS3OIA7iB BUILDINGS HBC-IT AND BEFORE FENCE REMOVAL 2. PRIOR TO THE SITE BEXHNG INACTNE OR ONCE TO ENSURE THAT EROSION AND SEDIMENT OOHTRCL W w A "-� 21. OTHER SEDNENT BARRIERS[SUCH AS BICBAGS]:R91M SEDIMENT BEFORE FF REACHES TWO INCHES DEPTH ABOVE IN ANTIgPATKIN OF SITE INACCE551BIUTY. MEASURES ARE IN WORKING LAGER. ANY NECESSARYI.I.I + a DMOPEO CE1Nf]IRMS GROUND HEIGHT.AND BEFORE BMP REMOVAL MAINTENANCE AND REPAIR IIUS7 BE MADE PRIOR TO •+• .,,,..._._ s '• 22 CATCH BASINS CLEAN BEFORE RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT"SEDIMENT BASMS AHD LEAVING THE SITE 7 ' 11-LOT RESIDENTIAL SUBDIVISION WITH PUBLIC SIREEIS,STORIAMTER SEDIMENT TRAPS REMOVE TRAPPED SEDIMENTS BEFORE DESIGN CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT cU10. FACIUTY,AND PUBLIC UMIIES AND AT CCMPLETIC N O PROJECT. 3 IHACDVE PERIODS GREATER THAN SEVEN OHCS EVERT'SWO[2]WEEKS,..c,. n 21 NNTHIM 24 HORS,SIGNIFICANT SEDIMENT THAT HAS LEFT THE CONSTRUCTION SITE,MUST BE REMEIIIATED. (7)CONSECUTIVE CALENDAR DAIS Z wrray., :• - ...:. -:tT:' �.'•�`"" NATURE OF CONSTRUCTION ACTIVITY AND INVESTIGATE TFE CAUSE OF THE SEDYENT RELEASE AND IMRO HENT STEPS R7 PREVENT A REWWENCE OF THE TIMETABLE FIX{MAJOR ACTINllE3 DISCHARGE WPM THE SAME 24 HOURS ANY IN-STREAM LEAN UP OF�XDNENT SHALL BE PERFORMED * pJ SINUOEAIENRING T„MEATHERICH THE FI�IS VIA BLE �,EPRACTICAL.ANTWBPECCE556LE DISCHARGE PONT OR A a ACCORDING i0 THE OREGON DIVISION OF STATE LAND$REQUIRED PMEFRAW_ J r ' CLEARING AHD TREE R510VAL(JAN 15,2013-JAN 31,201.E 24. THE INTENTIONAL WASHING OF SM16EIT INTO STCBM SEIWERS OR DRAINAGE WAYS MUST NOT OCCLR. VACUUMING f10WH5TREAM E T • GRADING EKCAYAlION AND FILL][FEB I.2014-FEB 31,2011} OR CRY SLEEPING AND MATERIAL PIMP MUST BE USED TO CLEANUP RFI-EASPL SEDIMENTS. • HOD A PRE-COISTRUCUON MEETING OF PROJECT COESTRDCTON PERSONNEL THAT INCLUDES THE INSPECTOR TO L VICINITY MAP [ 2a PROvIDE PERIMANN7 ERO]C!CONTROL MEASURES ON ALL EXPOSED AREAS CO NOT REMOVE TEMPORARY SEDIMENT DISCUSS EROSION AND SEDIMENT CONTROL MEASURES AND CONSTRUGTION UMNS • INSTALABON OF UIUTES[FEB 1,2014-APR 1,2014] CONTROL PRACTICES UNTIL PEMMANENT YMrAUON OR OTHER COVER OF EXPOSED AREAS IS ESTABLISHED. • All INSPECTIONS MIST BE MAH N ACCORDANCE NTH DEQ 1200-CH PERMIT REOURELENTS 0 • FINAL STAEIU2ATIOH[APR 1,2014-MAY E.2014] HOWEVER,DO BEHOVE ALL TEWKRARY EROSION CONTROL MEASURES AS E?POSED AREAS BECOME STABILI2ED, • INSPECTOR LOGS MUST BE KEPT IN ACOCRDANCE UTH1 DEQ'S 1230-CFN PERMIT rEgCREMEHTS rn NOT TO SCALE TOTAL SITE AIfA=10407 S =248 ACRES UNLESS DOING SO CONFLICTS WITH LOCAL REOUIREHENTS.PROPERLY DISPOSE OF CONSTRIUCTION MATERIALS AND • RETAIN A COPY OF THE ESCP AND ALL REVEIONS ON SITE AND MAKE IT AVAILABLE ON FEWEST TO DEG.AGENT, 7I WASTE.INCLUDING SEDIMENT RETAINED BY TEMPORARY BMPS OR THE LOCAL MUNICIPALITY.DURING INACTIVE PERIOD$OF GREATER THAN SEVEN[7]CONSECVW CALENDAR n -� TOTAL DISTRBED AREA=107,567 SF=247 ACRES 2" IF VEGETATIVE SEED MIXES ARE SPECIFIED,SEEDING MUST TAKE PLACE NO LATER THAT SEPTEMBER 1;THE TYPE DAPS,RETAIN THE CSCP AT THE CONSTRUCTION SITE OR AT ANOTHER LOCATION. 0 O AND PERCENTAGES Of SEED IN THE MIX MUST BE IDENTIFIED CN THE PLANS. CC 21. ALL PUMPING OF SEDI6E7NT LADENWATER SHALL H DISCHARGED OVER AN UNDISTILMED,PREFERABLY MMEFATED SITE SOIL CLASSIFICATION: AREA,AND THROUGH A SBCNENT CONTROL OMP IB'"(FILTER RAG} W 11B-CONELIUS AND KNTOH ALT LOAMS,2-7 PERCENT SLOES 28" ALL EMPOS D SOILS MUST BE COVERED DURING THE WET WEATHER PERIOD,OCTOBER 01-MAY 31. SOLS HAVE A MODERATE EROSION POTEHHAL RECETNNG WATER RODES RATIONALE STATEMENT NAI,AUH RIVER A CCAFREHENSIVE LIST OF AVAILABLE BEST MANAAGO EHT PRACTICES(BMP)OPTIONS BASED ON DEQ's M' ° E° GUIDANCE MANUAL HAS BEEN RENEWED TO COMPLETE THIS MEN N AND SEDIMENT CONTROL PM MTS SOME OF THE ABOVE LISTED BA's MERE NOT CHi SEN BECAUSE THEY WERE DETERMINED TO NOT . �, A}H EFFECTIVELY MANAGE EROSION PREVENTION AND SEDIMENT CONTROL FOR THIS PROJECT BASH ON PEFiffnEES SITE . M Mi LDOLBS SPECIFIC SITE WHD1110a INCLUDING SOL CONDIMS TOP07tARiH:CONSTRAINM ACCE551BEJTY TO AS NOTED ,-HIE SHE,AND OTHER RELATED CONDITIONS,AS THE PROJECT PROSRESSES AND THERE IS A NEED TO C6[Te J7/21/14 XMPANY/AGENCY LENNAR NORTHWEST INC- •-. .. REVOKE THE ESC PLAN,AN ACTON PINI WILL BE SUDOTTU PHONE 80-21-7$9.. r0z 11-11-111 E-MINE'MIKE LOOAISELBNNAR.COM 5 6ekw DESCRIPTION OF EXPERIENCE 20 YEARS OF EIPER"rE MANLGNG COISTWCTON CARx•w•Ms SITES INGL.UDING THE MONITORING OF EROSIOI AND SEDIMENT CCHTRDL MEASURES AND = NIRiJ01f • . ATTENTION EXCAVATORS: SNIPS rQ ENSME CDLPUANM OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE SHEET INDEX i KNEW4,y"a:6'emlis �. OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET C050 — EROSION AND SEDIMENT CONTROL COVER SHEET (/) FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090, YOU MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER BY C051 - CLEARING, DEMOLITION, EROSION, AND SEDIMENT CALLING 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE CONTROL PLAN JOB NUMBER RULES, YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE 3346 GRADING, EROSION, AND SEDIMENT CONTROL PLAN CENTER AT LEAST TWO BUSINESS DAYS BUT NOT MORE THAN TEN C052 — ^ = BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL C053 — EROSION CONTROL DETAILS O SWEET 503-246-6699. C054 — EROSION CONTROL DETAILS Z coo TAXLOT 1004 I TAMAP 2S FORAD `4' I I Z w LOT 8-WCODSIDE' `� i /1 5:j �^ I /j ��1[ I TAXLOT 2900 e I iA%ILV25G9D8 7 L =F I I I I I LOT n 3 I EA7sT1NG ON-5HE UTIU IES TO TAXLOT 110{1 I 1 F I !\ SUMMIT RIDGE" ¢ RE REMOVED(TTPICAL) rA>arAP n 1 asAc I "-- FRANZKE,RICHARD A TRUST HOGWIRE / I` HOGI'ARE FEN(E� - / / _-_ ` _ _ ___ __ __ __- _ _ _ _ I { _ - a a t.. ANNE _, \' - — / i^ ND4�lIE FENS_ (7)-77 J f f 1i TAXLOT 3000 . --L W /�r — f , / f / l ♦ ! / !I 1 1 TANAP 2S I WOE ' —i"� f l Y -_— FLOW AARON[TYPICJL) -- _.....-•.`� f 1 / y I LOT RI '2�� m lu $ / + SUMMIT RIDGE" � L z f J� M1��rl�—_--� //�� 1 A D"R+�r�1 �r I Zo l Q , ; — -- / , J/ f V I TAXLOT 704 I rs ;� { N CJR C-4 W f -570— 7 y EWING ON-SITE STRUCTURES � f f CD cn TANLIAP 251 OMB �L 1C9 / [ ! — !!`p f: 16TYPE 4 INLET COT 7 I r yj �� r� _ ..�—I �� _ TO BE RENO1ED(TYPICAE) _ter~ i/ kLl E ' PROTECTION L� �� 'WOODSIDE" ❑ MQ —�I �� r�� ♦♦l �� •- 00 IOIff TAAXMAP2310906 V mm _ I J /�� f� —� __^ _•----1'� 1;` � j' J''' ` / -/ �'1' ' l' ! ! LAT 64 YA r 'SUMMIT RE)GC W Y/ . � i �-�•• —�_`�-- l~l _� \ �� E / A / CpMRACTOR TO LOCATE AND ABANDCN SEPIEC TAW,AND LLJ i' LOCAL"STATE AND FEDERAL CGDE !, �_ ❑ . CRAINFlELD PER APPUCABLE J �� _� •`=�=� �`- A, — T`l ` —i TA)VT840 �r� �� { �' ✓ r/ '^¢ 505 _ r , 1I ��--'-�`w 0� `1' TY"2s I WOE. br mCD_ f W m �H LCREST _ I _ I � ��r°�--- �r . �S1L I� J --rte f'� �� ;1 l rr J f� rte LUDRIQ STAGING, 1UIPfaEHT, f r TEMPORARY SOUL yK/ MAINTENANCE, FUELING,' r r - ~ _ ' / n�` `� ' r /' � —1 f �"r �l ' �� INSTALL TWE d IIIEi PRalEcncrr AT 1`A &. / /�.f STOCKPILE AREA •. J AND SOLI[1�YASTE AREA / �+, I -T [C04ER NITH PLASTICS SHEETING / -� I / - / / NEkT DDWNSIRE,W CATCH BASIN,BOTH ' / f I• j� I PER DETAIL NQ 610} f f; f I I �: —_�, �.�� - �, ( of ROAD f 1 / GRAVEL GONsmucnoN ENTRANCE0 Lu - •, Z w...._..._..._...... . 1 'I c ._.._..._....._ Ir ••--�...._..._...._....._..�.._.._... ...._........_...._.._._. ..�..._._...._...._...._...._..._...._....-_.._-...._...._.. r~ --•—/ r-- �� u TAXLOT 3700 Z I^ l f r GRA4EL oRILEW7�W" . -/ CRAWL DRIVEWAr / / _ rA10iRP 25 1 o9Da x _ TA LOT VDU _..._. 1...._..._...._...._.._.._.._...._... — ...._., r __ a— Q iA)OIAP 2S}D9DB g —� 1 y.. -� � s.-�� —-. ---.�. ��- - -- - � � - - - � ....._..._..�...�� -[ "9JMNi IRIR OGE° LOT T �t I AINJH �— I FENCE oGx1RE CE " - ! y d MDoo FENCE ■ -tSTJ +■ I SEDIMENT FENCE[TYPICAL} / f W Q J � ��jjl_-� I I ❑ Z ❑ CHECK DAN PER CWS DETAIL NS45 TAXLOT 900 TAXLOT 5100 QNIVE1TA17� * TA%MAP 2s 1 a9oe TAXLOT 5000 T (3 F— (TYPICAL) RRAORSIA NORMA J TA#IAP 25 1 0908 TA%MAP 25 1 WDR II {.... Jr LOT 129 LOT 170 �f Z Z _ "MIT RIDCE NO-3" 'SUMMIT M E N0.J' J j I — _ �� y� � � W I I I —I� j— MIS PRE—CONSTRUCTION, CLEARING. ANI]'DEhAOlJ110N NOTES' LEGEND I 1 j I esaLo 1,ALL BASE ESC MEASURES(INLET PROTECIGN EJENEiER SMRT QMCL GRAM CGNSTRUCmu I ? EaTruN�s.ETGm- NIS )MUST BE N PLACE FUNCIRCH4.Alai]APPROVED IN AN NNIAL INSPECTION,PRIOR TO Dn%C GROUND CONTOUR[1 FTl CONCRETE WASH AREA ® I ^� I G4CRED Dr. AFE1 COMMENCEMENT OF COWTRUCTICN ACRMTIES E%ISIING GROLND CONTOUR[5 F) -•----_50p- I I + 2 SEDIMENT BARRIERS APPROVED FOR USE NCWUDE SEDIMENT FERT 6ERM5 CTN$IHIICTEO WT CF SCALE 1" - 20 FEET` _ I - AS Nmm H FINISHED GARDE CONTOUR[I PT} ODRMUCNCTI ENTRANCE x !I -�-..-1�i r I DATE 07/21/14 3-SENSHIINE RESOURCES INCLUDING BUT NOT LINITED'7O,TREES,WFLANOS,AND RIPARIAN PROTECTION � � � FINISHED GRADE CONTOUR(5 FT) .' d PRE4 INLET OTEC11M I Ln- AREAS SFULL EE CLEARLY DEUNEAIED MIIH ORANGE CONSTRUCTION FENCING OR CHAIN LINK FENCYNC IN pp..�� ---- A MANNER THAT IS CLEARLY VISE TO ANYONE N THE AREA NO ACRVETES ARE PERMITTED TO EXISTING TREE TO REMAIN 4� "I E 1.:,;:.':+,�7: .? (TYPICAL) Y''�V NEW WPERNOUS SURFACE E!'.:::-rL OCCUR BEYOIao THE CONSTRUCTION BARRIER. � WEE i, :iC::v 1 ::.:- .., 4,CONSTRUCOON ENTRANCES SHALL BE INSTALLED AT TRE MCIFINING OF CONSTRICTION AND OUSTING TREE TO BE F4MOVED MAINTAINED FOR THE DURATION OF THE PROJECT, AMICNAL MEASURES INCUUOING BUT NOT LIMITED LONG TERM SLOPE STA@LIIAIKW 1 I i• W 9'EpeR H• S T0.SMUT G,AND VACUUMING.MAY BE REWED TO INSURE THAT ALL PAVED AREAS ARE SEDIMENT FENCE-PERMETER(ORANGE) —X—A— INEPT CLEAN FOR THE DURAOLN OF THE PRNECT- _ _ _ _ I REWKAL DATE:e/so/15 SEDIMENT FENCE—INTERNAL Xa q� pas 5,RUN-0N AND RUN-CFF CLNTROLS'NALL BE IN PLACE AND FUNCTIONING PRIOR TO BEGINNING DRAINAGE FLOW DIRECTION MTAMOAL OOHSTRUCTIDN ACIINTIES. RUN-CN AND RLN-OFF COWTRCC MEAyJXES INCLUDE:onx DISTURBED AREA +urr �wr`r g IX1AINs[WTN WHET PROTFLTION"2M DAMsuREACE RO UGHUM AND RAW STAMJZATru, .A - INLET PROTECTION ❑ . CHECKfOC DAM 3346 srl�r Z C051 TAXLOT 1040 I 1 s w TAXMAP 2S 1 09A0 LOT S'VAOMDE' _ 1 ` �jil TAXLOT 2900 w _ 111 TANAPI 2 sI 09DRLOT =x �� rYTE a NLEr TAXLOT 1104 1 V11 'SUMMIT R1DGr N a 8 ... _ # _ PROTECTION TA%MAP 23 1 OBAC (TYPICAL) _ FRAM&RICHARD A TW57 HOGAIRE ENOE `'/ , HOGEWRE Fmff' -\�.• HOGI�AAf FENCE 1 ' 'I'i f ! -... a ff m m pc - T \ CUT r \ CU "" rr LI L. FL9N'ARRDN[TP� L]CUT y ' ,.. -. • \:'\i,r.; � \i ikr ..:� .� `�.�.ii •f.F/ � r1TAXLOT 3000 TAXNAP 25 1 01 rNwe LOT 6E .l^ r\ _ /,� /•; :.l �. '.� ,;, a 'SUMMIT REG'E' 1'f ° . _ o- '¢ w CUT '/. Zx — � r i =. s� 1 �.. l,i +` Ltr r TAXLOT 700 ,L"7 ,,Lo-- '; ;.. 5EIiNEriT FTaNEc{TYVNcai}• `'� �::� \ '�� rrpE 4 NL>�T I Q� Uj x+70;*•. _ '.. .. ;-..%- TYPE d INLET r� TAUTAP 2s 0006 �–� [� moi. �F_ �.: _ �.: y ( + `.x PRasECTra� c � 'rr F , ,t`/ I �". I PROiECTIOH p LOT 7 C�i? ice' D. ,�' "�ICPLI TAXLOT 31UO Id.l r 3i a X<IAP 25 109➢ _ _ Q .. •� ...• _ 'SUM711 RIDGE' I+ _ '. � - �" — AUT- W � .. ., .. - a I .. /. ., ,..... ./ ........ _ 1 Imo{[ t.. TT `{ SW HA ARES ' - - — Z yJ I CUT .;� . I sr vnl RIM y� - ` -d E S- '� rn -- - __- ......«_... .wr :env.}. r L - _ •p 'c:g - w CREST m o g � � _- � /SILL �� _ - •-- � ti� '-i .. FILL / c�LL `.r 5'f NG UIPMENT MPORA SOIL h { " ` rMAI NAN FUELING, `�' NS"A.-TYPE 4 INLET PR TION i ~k� { ''WMiLAEfE" TE CE, UEL Gr STOCKPI AREA ru rI NEXT COWNSTREAM CATCH B SIN.bn T o� ouT AND SOLID '(IAS AREA K [COVER TWIN PLAS C SHEETN6 � \: \ ' _ _ smEs GF RDAs ji g', ..F j { PFlR DETAIL .610 lxx" CUT y t` IL TRA 'A' I CT. # _ /' T� L� FILL r % ' s PJ Wa ER Q GRAVEL CONSTRUCTION tt: i sa^ Imo' � Z J ENTRANCE i+ \C ,. ;� _ sr rt d n CUT' h, - '' ~II' TAXLOT 3200 TA)MAP 2S 1 On Z J TAXLOT 600 F' _ -�;,f may' }� I LGT V 0 0 Y� " -.- -._._ -rte / �I 'SQWKT RIDGE' TAXMIAP 151 OMtom— I 'I-I' is ,T ■� ■ _ moomp.-I 0- LOT 6 CIPAINLINK HDOWE FMCE - ... YA71;u Iir4cL �s 'iW>DO90E' j FENCE r..y 1 SEDdIQ T FENCE(TYPICAL) 0 ! CRAWL i EROSION AND SEDIMENT CONTROL BMP IMPLEMENTATION: TAXLOT 5100 �� LU U SCALE 1" = 20 FEET '� CHECK DAM PER CAB DETAL 845 raxLOT 54oa TAXMAP 25 1 0908 I H [TYPICAL] L ALL BASE ESC MEASURES[NLET PROTECRON,PERIMETER SEDIMENT Z.LUNG TERM SLOPE STA.ULIIATICN LFASURES'NCLUDNG HATBNO'SHALL TA%M LOT 129 0908 LOT 730 J�• .._...I-..{ 'SUAILT RIDGE N0.3' �NTROL(XiANl CCNSIRLC110H ENIRANCEt ETCZ xa o a Dx cc m A .]MUST RE N PLACE, BE IN PLACE OVER ALL EXPOSED SOLS BY OCTOBER 1. 'SUMMIT Pop(€NO.O' _ __ FUNCTCNW,AND APPROVED IN RN IIETIAL IZKCKK PRICK TO I: +� Z I 07AYENCREIIT OF ODNSTRUCIICW AGTFYTIIES. 4-THE STORM NATER FACNTY SHALL BE CONSTRUCTED AND LANDSCAPED r.. .. . — PRIOR TO THE STORM NATER SYSTEM FUNCTICNNG AND SITE PANNE W )J I I I ALL'SEDIMENT BARRIERS[TO NE INSTALLED AFTER TRADINGr SHALL BE fr _ INSTALLED IMMEDIATELY FCLLDWNG ESTABUSHMENT OF FINISHED GRACE AS S INLET PROTECTION SHALL BE IN-PLACE IMMEDIATELY FOLLOWING PAINING - - ..-. -.__-...- ._._ ........---.-- --- ar'.• S� SIN IH ON THESE PLANS AUNTIE`d LU GRADING, STREET ANO l_lI]LITY EROSION AND SEDIMENT CONSTRUCTION &CONSTRUCTION ENTRANCE$SHAM LE INSTALLED AT THE BECINNNG OF DDWSTRUCIICN AND MAINTAINED FOR NOTES, THE WRATION OF THE PRMCT.ADDITIONAL MEASURES NCLUDING.BUT NOT LIMED T0.TIRE WASHES,STREET SWEEPING AND VACUUMING i,MAY BE BE AMM TO INSURE THAT ALL PAVED AREAS ARE MEAT CLEAN FOR 11E E E N D 1.SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHAH BE CCaFDSfD OF ONE OF THE FOLLOWING DURATION MUT. THE + MIXRWES.UNLESS OTHERWISE AUTHOR ED: A.WGETATED CWR W AREAS REQUIRE NATIVE SEED MIXES,SEE RESIORABON PLOW FOR APPROPRIATE 9.ACTIVE INLETS TO STORM WATER SYSTEMS SHALL RE PROTECTED THROUGH THE USE CF APPROVED INLET I f�� -�' MTS SEED MIK PROTECTION MEASURES ALL INLET PROTECTION MEASURES ARE TO BE RELURLY INSPECTED AND YANTNNED AS EXHSRNC{I MND CONTOUR(I FT) CONCRETEWASH AREA ® 1 ~ 6A` MI5 6,pWARF CRASS HN(MIN.100 LB./AC.) NEEDED. cI-m Rr. MH 1.DWARF PERENNIAL RYECRASS(80%BY WEIGHT) Emsm GaN0 CONTOUR[5 M ---_500__._..._.— ...-'� I s �NOTED 2 CREEPING RED FESCUE(20%BY WEIMT) 10.SATURATED L1A1E17fAL5 NNIS ARE HAIRED CFF-SIE MUST BE TRANSPORTED N WRIER-UOTI TIRUCN[S 10 C.STANDARD HEIGHT GRASS LOX(MIN.1000./AC.) ELIMINATE SPILLAGE OF SEDIMENT AND SEDIENT{ADEN WATER. FINISHED GRACE CONTOUR(1 FT) COHSTRUCRON ENTRANCE -..., DATE O7/21/T4 1.ANNUAL MORASS[4O.1'Br WEIGHT) TYPE 4INET !�„ 11.AN AREA SHA l BE PROVIDED FOR THE WASHITG OUT OF CONCRETE TRUCKS AN A LOCATION THAT ODES NOT - - S 2,TURF-TYPE FESCUE(BON BY WEIGHT) 11. RIF!-OFF THAT CAN ENTER THE STORM WATER SYSTEM.P THE CONCRETE WASH-OUT AREA CAN NOT BE FINISHED[RATE CONTOUR[5 FT] FR91EC11DM CONSTRUCTED GREATER THAN 50'FROW ANY DISCHARCE PONT,SECONDARY MEASURES SUCH AS BERMS OR -=�=- _' '-! :: "CAL) Z SLOPE TO RECEIVE TEMPORARY OR PER?"ENT SEEOIIG SHALL HAVE 3HE SURFACE ROUGHENED BY MEANS OF EXISTING TREE TO REMAIN (`� NEW NPERNOUS SURFACE TRACK-WAXING OR THE USE OF OTHER APPROVED I PLEWEHTS.SURFACE ROUGHENING IMPROVES SEED BEDDING ACCESS AN SBE3LNG PNS MAY IT REACHES THE F THE lli CITY- BE LOCATED W1HIN 51X FEET OF TRUCK ti✓ A0.TS,AND ff C1FJWm TIFLN IT TEACHES 50%OF THE CAPACItt. _.•.: AND REDi1FES RHN-OFF VELOON. - _ _ -.y-- r oxsaox EX15RNG TREE i0 BE REMD'uED - - ',I �r� er •� I LONG TERM SLOPE STABILLtATCN MEASURES SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT VEGETATIVE 12 rDL SNCS FROM HALLEXPOSEDBE A(CKED UP AND DISPOSED SHALL NOT RA TRANSFERRED TO THE STORM WATER TONG TERM ROPE SrABN12A71ON � � COVER NA SEEDING WTH APPROVED MDR Alm APPEICAWN RATE. SYSTEMS.SHEEP HG$SHALL BE PICKED UP AH0 OSPD D N 141E TRASH. SEDIMENT FENCE-PERIMETER[ORANGE) —x x— d' i '6 ODER YV• S ' R 4,TEMPORARY SLOPE STABILIZATION LERSURES SHALL INCLUDE COVERING DPMSOL YHTH PLASTIC SHEETING, 13.AVON PAVING IN'AES WEATHER WHEN PINING CHEMICALS CAN RUIN-CFF NDKVLL DATE•P/Ao/is INTO THE STORM WATER SYSTEM. SEDIMENT FENCE-NTEANAL �—XK XIS- E:_ 't i s t' =-C L,T, S STRAW HIILCHINC,WDW CHIPS.CR OBIINa ER APPROVED MEASURES. 14.USE BSUCH AS CHECK-DAMS,BERMS,AND INLET PROTECTION TO PREVENT RUN-CFF FROM REACHING DISTURBED AREA �M xIRRwT IWnI wI VATTINGrA REVvrs 5,STODTLM SOL OR STRIPPINGS SHALL BE PACED N A STABLE LOCATION+MND CONFIGURATION.TURING."WET DISCHARGE POINTS DRAINAGE FLOW DIRECTION a♦ yQ/ g WEATHER'PERODS.STOCKPILES SHALL BE COWED YATH PLASTIC S-EETING OR STRAN MULCH.SEDIMENT FENCE 1S CDYFR CATCH BASINS,MANHOLES.AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL COAT,TACK COAT, NLET PROTECTION IS REOUIED AROUND THE PERIMETER OF THE STOCKPILE ETC,TO PREVENT INTROWCING THESE MATERIALS TO THE STORM WATER SY5TEML JOB NUMBER Ir'-`, S.EXPOSED ClR OR FILL AREASH t*STABIl12E0 THROUGH THE USE OF TEMPORARY SEEDOUTLET PROTECTION CHECK DAM SEEDING AND 3.7-L 4fi MARCHING,EROSION CONTROL BLANKETS OR MATS,MED-SLOPE SEDIMENT FENCES OR WATTLES,OR OTILR APP CMALTE MEASURES SLOPES EXCEEDING 25x MAY REGUIPE ADDITIONAL EROSION CONTROL MEASURES 0 -IFF- 7.AREAS STIOJECT TO WHO EROAON SHALL USE APPROPPoATE DUST CONTROL MEASURES INCLUDING THE Z ^O� APPLICATION OF A FINE SPRAT OF WATER,PLASTIC 45HEETIHO.STRAW MULCHING,OR OTHER APPIWn MEASURES V i� r� w r �w H M4T5 BLM•BCE75 SiL1!@L * FOR FURRIER INFORMATION N U Ef�57i}LLEO VFR7K'ALLY '�4 4 ON DESIGN CRITERIA$EE DOWNSLOPE CHAPTER 4 OF CLEW)WATER i SERVICES EROWON PRMTION �, w Q AND SEDIMENT CONTROL 2 4 PLANNING AH ANNINO DESIGN MANUALx Z N Q O qqq� e a J Y w ix /p NIMIIAI 12.OVERLAP LL f ' .47 OF SEAlAS. O r \\ -Dw OF Bkrs 2 OVNCAP 6"IYPICAL O- P PLAN VIEW W OWAYAP ^--f � STAPLES ISOMETRIC VI81E 4• Lu N C= _ TYPICAL SLOPE WRIER REQUIRED a TOE Of SLOPE. 2 SOIL STABILIZATION / ! Z.w PLASTIC SHEETING Q �w BERM PROFILE 7. SLOPE SUe'ACE-'WL 5,'ll?�OF ROCK / F i NOTES: � (n� CLODS, S71CA'AA9 CRASS Ar4TS/BLAhVYt75 1- MINIMUM 12"OVERLAP OF ALL SEAMS REWIRED. �Z MVE 6000-QX CONTACT, AVT TO SC4LE 7. APPLY PEPAFMENI SEERVdG'Bfft:RE PCACALY,' 2. BARRIER REQ UIRED®TOE OF STOCK PILE. J F7L LA'R 3. COVERING MAINTAINED TIGHTLY IN PLACE NOTE= S LAE 70AtlWr#eO#cr CO MCTSr4AfoR STAPLE 70 07 57•AAV A•REC7 Li7MACT wY771 Try[ B1' imUM 0' DRAGS AC TG IN AL ROPES 1N S.A T. BIO BAGS ONLY REQUIRED LA WHEN SGML.DO rVa7 STRFICM MA%IMVMI l0' GPoO SPACING IN ALL DIRECTIONS. DISCHARGING SEDIMENT LADEN WATER. FCN FURTHER ><- STAXAVC qP STAEL A+p UN�l7 PER IillAIE ON ON DESIGN CRITERIASEE 2 IOOSEOFLERv � j Y MlArPACTu7£RS SPZVk7('4TA'4SS WITHEITHER METHOD 05HC (2} S EROSION PEVENIION 1"x 2 O WOOD STAKES OR APPROVED AND$EDINEW CONTROL cn _ O EQUAL PER BAG. PLANNING AND DESIGN MANUAL. NU� MATTING SLOPE INSTALLATION C7eAa11Ldber S�viC� OUTLET TION PLASTIC SHEETING C1canV4= Savkw RIP RAP Clean cr Services DRAIMNG NO,805 REVISED 12-06 0.` �G`— DRAWING NO,810 12-D6 ow.awnr4dr41rAr. Datuil Druwfpg 82D REVISED 12-06 DveeulhuFrllanr. A N J R FOR FURRNER 1NFORMATICN ON DESIGN CRR A BEE Lu C1LWrER 4 OF CLEAN WATER ❑ uIbISTURBm SERVICES EROSION PREVDNION CONTROL VEGETA'TICN PLAN IINc ASAND ND DESIGN MANUAL , �p RADIUS-25'WR. •:�.e6:�•,••.- O CLERK PIT RUH OR S 6"CLEAN ROCK �Ir U SGEOTEDLTIEER RSP REQUIRED ^ORCEMENT � —� CULTIVATE SOIL TO CREATE FURROWS 0EPTN 0 PERPENDICULAR TO SLOPE -2O'KIN-FOR SINGLE FAMILY AND DUPLEX RESIDER AL N C%tA�E1 ryJIJSTRUCTIClJ 0 ENTRANCE L11RR RAuP cc PAVEMENT W VECETATON •''::ti,: PLAN VIEW /'"r' a: oEacrco er LRS NS MIs e-a w cIECN o Br A}H rnr L NOTES: D I. THE ENTRANCE SHALL BE MAINTAINED IN A CONDIMN THAT WILL PREMEHT TRACKING OR FLOWING OF 1 USE DOZER TRACKS TO CREATE GROOVES SWMENT ONTO PUBLAC RIGHT-OF-WAYS,TRIS MAY REQUIRE TOP DRESSING,REPAIR AND/OR CLEAN PERPENDICULAR TO SLOPE OUT OF ANY MEASURES USED TO TRAP SEDIMENT J - / 3, WHEN NECESSARY,WHEELS SHALL AL B EDON PRIOR TO EA STA CE ONTO PUBLIC RH:Hi-TF-yMY. H 3• WHEN WASHING IS WHEELS p,ITL BE RE DONE ON AN AREA$iRLiL17ED WITH CRV3HW STONE ;N THAT DRAINS INTO AN n PROVED SEDIMENT TRAP OR SEDIMENTBA51H. J C3' R - 4. WHERE RUNOFF CONTAINING SED4EIR LADEN WATER IS LEAVING]HE SITE VIA ME CAN UCTION 6 1} ENTRANCE,OTHER MEASURES SIAL BE AIPLEMENTED TO GNERT RMOFF THRCLIGH AN APPROIED g n MFERNG DIEM. 5. Cvwc � OB&AR PROFILE I SINGLE FAMILY c y�,� c NTS caMM20 cL0.O�NG BY 20WIDE 9"DEEP OF T!L"MINUS CLEAN ROLE. � �fqN"�''' FGR FURTRER INFORMATION NOTES: 50•LONG Br Nle WIDE 3-6H CLEW ROCK, FOR FURTHER INFORMATION W' . ON DESIGN CRHERIA SEE 1, STAKING OF BAGS REDUFRED ILSING(2)1"XT WOOD STAKES OR APPROVED ECUAL PER BAG, GOVERNING AUTwDRTTY WAY REQUIRE GEOTE%TILE FABRIC TO ON DESIGN CRITERIA BEE � RDIEWAL RTE.V30115 CHAPTER 4 OF CLEAN WATER PREVENT SUIT-SOYA PIMPING- CHAPTER 4 DIF CLEAN WATER qmgwL SERVICES EROSION PREVENTION 3: SURFACE MUST BE SMOOTH BEFORE USING$TRA SERWCES EROSION PREVENTION S. BY THE D11 T CAN 6E CONSTRUCTED USING STRAW WATTLES OR OTHER IY.TFRNLS A5 APPROVED PLANNING AND DESIGN MANUAL. AND SELRLA D DESIGN OL AND SEDIMENT CONTROL PLNVNING p)rD DESIQH MINIMA. � BY THE D6'IRET OR CITY- . CHECK DAM CONSTRUCTION ENTRANCE � JOB NUMBER SURFACE ROUGHENINGC3mnmkies Services C 810—FILTER BAG eanWa6er SavieP� [ S�vica A 3346 CAT TRACKING KTpaw.aOL"1.a—. DRAWING NO. 845 Dn.�ommcL�I,L u rwr- Oa.eNe.Je.errEY e1Hm `J DRAWNO NO-830 wmm 12-06 REM5m 12-06 Detail Drawl 855 REVISED 12-D6 SHEET Z C053 IL NAY BEUSED SHORT TERN N OESrGlk CRIrfRA SgE W1 UTILITY WC1RK AND W1 CHAPTER A OF GLEAN WATER ANGLE FILTER FABRIC PNA914G OF DEVELOPMENT = - SERVICES EROSION PREVEMECII Or W FENCE TO ASSURE SOIL IS TRAPPED Ano MIDIMENT OO IROL =e. PLANNING AMD OESION MPNINL. i SPACING FOR CHECK DAMS 3!z DITCH GRADE 6 INCH 12 INCH iS INCH S _ r 5% NOT ALLOWED 16 FT O.C. 26 FT O.C. Fi7 INTERLOCKED + $ _ 2%2"POSTS 5% NOT ALLOWED 20 FT 30 FT 3.— ,� — AND ATTACH PLAN VIEW q% NOT ALLOWED 2fi FT 4a FT �Tjh W 4 NTS �y„ -- AREA DRAIN 3% 15 FT 33 FT 50 FT CATCH BASIN z� USE STI7OHED LOOPS 2% 25 FT 50 FT 80 FT N minlmum OVER 2'%2"POSTS NOTES: I. BURT 007rCu OF FILTER FABRIC 6' Flow VERTICALLY BELOW FINISHED GRAVE. N m� co W 2 ]'x r RR•RHE OR STEEL Q CC N FIENM POSTS. FLOW_ (f) J C�:: O . 3. POSTS 10 BE INSTALLED ON COMP` n a If r7 4. COMPACTT OF POPE.BOTM SIDE$OF FILTER FABRIC U - BARRIER SPACING FOR GENERAL APPLICATION =Q - FAI{L$MU$T BE PLACED • i INSTALL PARALLEL ALONG CONTQl1RS AS FOLLOWS V m ACGDPDING TO SPACING ON A PROFILE DETML NOW DITCH INLET %SLOPE SLOPE MAL)IMVM SPACING ON SLOPE '� +� ATS 1_L 10%OR FLATTER 10 OR FLATTER 300 FT ••• V+ 4LLJ J >10%OR 115°/v X10:1 OR c7.5:1 150 FT �IU^xcof b.g.. Li FILTER FABRIC MATERIAL 07L- X15%OR QO% X7.5:1 OR<5:1 100 FT 2 W j 36"WIDE ROLLS L ADDITIONAL MEASURES FAUST BE a O V7 CONSIDERED DEPENDING ON WL TYPES- P20%OR c30% X5:1 OR 13.5:1 60 FT U 0 2. REO-FILTER BAGS SHOULD BE -30%OR-554% X3.5:1 OR 12:1 25 FT m STAKED WHERE APPLICABLE USING E �� (2) 1"x2°1Y000EN STAKES OR = Q APPROVED EQUAL PER SAG. G'MAYIMUM SPACING FOR FURTHER INFORMATION Q ON DESIGN CRITERIA SEE 3. YEHEN USING 30'BIO-BAGS TO FGR FuR ER PWORNATION FRONT VIEW SERO R E OF C=WATER OH CHAPTER OF ER1A SEE W w Q WAPTE:s EROF PREWATER PROTECT A CATCH BASIN YOU MUST CHAPTER I OF GLEAN WATER RIS AHO SEDIMENT CONTROL HAVE 4 BAGS AND TREY SHALL BE SRwm EROSION PREYENRON PLANNING AND DE9GN MANuu. AND SEDIEENT CCNTROL OVERLAPPED BY 6�•, cLEAM IHMRMRTiON gEWR01NIGTHESE Awo SEE CH TABLES AND OF PLANNING FIND DEslpl NAH1IRL- prw Yl'ATERSERVICES EROSION PRfVENRIXY PND�ONEHTCIXTTROL OEB1tW IR�1111AL cc INLET PROTECTION Q SEDIMENT FENCE TYPE 4 CkmyVjsavices SPACING TABLES C�earLVi3�er�5urTices C'3 DRAWING NO-875 REMSED 12-06 Orr eaawaanle 11 `' DRAWING NO. 915 REVISED 12-05 � � DRAWING ND.EMO REMSEO 12-06 D.r EFrr.nr.0 EF auu. I`'r EA J R W SIGN TO BE POSTED AT ALL TILES O J � r � tir / CONCRETE WASHOUT ` . / PIT ATEA WN SIGN. 0 ---4�� o EXISTNG GROUND O r BACKFILL AND GRADE TO W y / MATCH E%ISTOF UPON IB"eaN. 5 GIN. 2, ) Ins DWrN B4 ITIS PLASTIC LHEO OIEGiEO Br: Alli AS NOTED DL1E 0721/14 NOTE ODIITRACIOR 9iALL TAKE PRECAUTRE SO AS TO NOT OVERFLOW RT. 6 t E 5 H � r NOTES ' RENEWAL GATE:",0 15 g 1. REMOTE AND LEGALLY DLSPO$E OF WASTE MATERIAL MEN IT A•CCUUULATE5 70 0 OF WET STORAGE CAPA=OF V 111 2 CONCRETE YFASHWi AREA W BE REPAIRED AHO/OR ENLARGED AS NECEa`SARY AI MAINTAIN CAPACITY FOR CONCRETE. 3. UPON OC&PLETION OF CONSTRUCTKMJ ACTMIIES REQUIRING OWR RETE WARMT,1FE WASHOUT SHALL BE RG104ED AND THE AREA RESOREO TO FIRST GRADE AND EAISTING CONDITION. JOB NUMBER CONCRETE TRUCK WASHOUT 3346 SHEET z co54 TAXLOT 1000 TAMAP 2S 1 BEAD Lar 9110L+DS.E" _ „.i/ I ' LOT 900 C) TAX V AXW 2LOT 816908 7 F 1\ "SUMMIT RIDGE" N= TAXLOT 1100 r f a TAIBMAP 2S 1 99AC r J f 1 FRANZKE.RICHARD A TRUST y�g - N. _.`�� a to H jpICE> HCONRE FE E NCE`. .i - MCCURE FENCE 1 f f 2 1 — W J TA]fLOT 3000 04�?= TAAAAP 23 OT fi t 09M zcz,Lw IrN i 'SW RIDGE' SCALE 1" = ESI FEET 05 T5 31 iE W° ,4! r S �� 1 m g a Z _ L......_.., ` I< _f�' f �.r--- r I! ✓� SCALE RMN�FULL SRE SHEET 0 C LU r r' �� \ / / Il �' TAXLOT 700 !M - -5T6- - _ r ~I ,N ! _ N �L / I 1 tl]CD rAXMAL❑2571090 —�\�r j lI f; ��= f �•----� f �� _ f� 1 j r ,�-1-/ �� / ; 1 V1 H 0N WQODSUE g7P--+ - l/ J 1 J � ( � r LULL _ I, AH 4 r — ___- — ----- -- --------- y^ — —'— -- ---------- ------ / . /Lu TAXLOT 3100 m TA%MAP 25 1 09013 Cv — k ❑ LOT fig E ,�-�.- = ''' 2 -SUMMIT PoC1GF V7 04 / W_ sw i AP 2S I D9O6 v ell SW 1 _ a o HELCREST W m l =f ------ - - �---- - --�- --- -- -- --------- --------- , 1 --- _ � in il_ r �I i 1 ; .. a- :I y 6 •_` --- l J'. _` ---- `f J ..• � .-;... SLOFyRAIE$:' - Z __-�_,_..., - -- .._........._....... .._........._.........._.._..._ _.._. ...._.._....._...._�.--.- ........ .. I T PDT 70 906 .•..{LOT 60[1 i �.�,... _._._.... -.�_ m.. ._..._.....-........-..._.. ..._...... ........_...._...._....._ w- - - - - �-- -..-�.d.�...._ ...-• "SUMMIT RIDGE I � � 110 �. Ax1uP zs 1 0 -n.i'NAP 25 1 OBOE �_. `,T X585— r• - L J LOT fi �WCOOSIDFDGWIRE FENCE 11000 FEi10E W170D FENCE _ ra a l+` i y TREE PROTECTION N NO„TE5: Ann vwFS mo K > Q I f A NO CHANCES SHAAL BE MADE TO ANY ASPECT OF THE APPROWD URBAN FORESTRY PLAN WTHOUT WNTTEN CONSENT FROM THE PMACT ARBORIST AND CITY ARBORIST. 1111,111till T STEEL u GH"a ;MILT.�IIu 7 at 2112'Lw.Tape ETNA B D.C.MAY, 9AMIC A7A-tr�To RFs W B. T►EU NE FOR CLEARING,ORADM AND INSTALLATION OF TREE PROTECT&MEASURES TREE PROT07M SHALL BE INSTALLED PRIOR TO AMY GROUND DISTURBANCE WOPJC. � 4'RC 1LBER g N IPHMTH .F RNCINrT x Ts cA O ROOT PROTECTION ZONE NOTES: T W C. PLAONG MATERIALS NEAR TREES NO PERSON MAY CONDUCT ANY ACIPNTTY WTHIN THE PROTECTED AREA OF ANY TREE DESIGNATED TO REMAIN,NCLUDIRG.BDT NOT TUTTED TO.PARKING ECUIPMENT, LEGEND I <`.:� �:=:'�-::.�-=r.- Y a rAu� ENCROACHMENT NW ZONE M THE ROOT PROTECTION ZONE BE ALLOWD IUTH PROJECT ARDCPoST PIACWGSOLVENTS,STORING BUILDING MATERIAL AND SGL DEPOSITS,DINFNG CCNCRETE WASHOUT AND LOCATING BURN HOLES. - m I -'.::_:.,;0;1:_x. c¢vWiID 918E NOsx N APPROVAL AS DESCRIBED THE FCYLOMG NOTES: �I r..[. . . g. t EXGAVA7ICN N THE TDP 2e DF THE SGL N THE CRITMAL ROOT ZONE AREA SHOULD BEGIN O' ATTACHOCNNTS TO 11REE5 DURING CCMSTRVCTDN:NO PERSON SHALE ATTACH ANY CECT TO ANY TREE OESC�NAIm FOR PRESEIRYAIgN. Ei050HG Gt011ID CCNTGIR{I FT} W "�H AT THE EXCAVATION LIRE THAT IS CLOSEST TO THE TREE. 1 E PROTECTIVE BARRIER:PRIOR TO ANY GROUND G51IlABAIKE BY THE CONIRACTIXi: E4511NG LRDUID CDNN1IR(5 FT) --445-- 2. THE EXCAVATION SHOULD BE DONE BY HAND/$HDVII OR MOTH A BACKHOE AND A IRAN MIH FINISHED GRADE CCNTD1IH[I FT) W A SIM PRUNING SHEARS,AND A PRUNING SAMA 1. 5RVJ.ERECT AND MANTAN REAGILY VISIBLE TREE PROTECDON FENCING ALONG THE CUTER EDGE AND COW ETR Y SURROUNDING THE PROTECTED AREA OF ALL PROTECTED TREES OR GROUPS OF 3- IF DONE BY HAIR,ALL 80015 1"OR LAHfp[SHOM BY PRUNED AT THE EACAVATICN LINE TREES AS SHOW FENCES SHALL BE CONSTRUCTED OF 5 FOOT TAIL META,SECURED TO EIGHT NOT TALL METAL POSTS.POSTS SHAT NOT BE PLACED FURTHER THAN 8 FEET 0.G APART. FINISHED CRADE CONTOUR(5 FT) —445- 3- IF DONE MATH A RMOE[HOST UKELY SCJ:NAREDI,THEN THE OPERATOR SHALL START THE Z MAY BE REWIRED TO COVEN WITH MULCH TO A DEPTH OF AT LEAST SIX(6)INCHES,CR PITH PLYWOOD OR SIMILAR MATERIAL DYER THE ROOT ZOE OF A TREE N ORDER TO PROTECT ROOTS FRCN p� NN,,,�� CUE AT THE EXCAVATION LINE AND CAREFULLY'FEEL'FOR RG0T5/RESISTANC£Wo THERE DAHALE CAUSED BY HEAVY EQUIPMENT. ENS'RNC CIINIFQtO11G TREE "�•[ NO IFSS lANN t�5 RE 15 RESISTANCE.THE RAN NTH THE SHOVEL HAND DICS AROUND THE ROOTS AND PRUNES THE O TOTAL IMPR OF POST ROOTS LARGER THAN 1"OA IFIR 3. SHALL PROHIBIT EXCAVATION OR CCICACTNG OF EARTH OR OTHER POTENTIALLY DAMAGING ACTINOES TTTHIN THE TREE PROTECTION ZCFE, EASTING DECIDUOUS FREE INDIES 4 HAY BE REQNRED TO MINIMIZE ROOT DAMAGE BY E%DAVATION OF A TWAT(2)FEET DEEP TRENCH,AT THE EDGE OF THE TREE PROTECTION ZONE,TO CLEANLY SEVER THE ROOTS OF TREES TO BE TREE REWVAL L IETAt FDCE FOR TREE PIOIECIION DEVICE,ONLY, RETAINER x 2. 1010"'ES OF PRM ION AREA ALL BE ESTABUAIEO IN EE HG1D EY 1)E ARRDR6T 00,10E) MR PRIOR W CCN59RUOAYL 5.MAY BE REWIRED TO HAVE CLRRECIIVE PRUNING PERFORMED ON PRESERVED TREES W ORDER TO AVID DAMAGE FROM MACHINERY OR BUILDING A.CTIAOTY.MAY EE REQUIRED TD MAINTAIN TREES TREE PROTECTION!FENCE ^"^""""^`^"'°`^"^' 4 PRIOR MbIDM NOFP MION A 9iWW BE STAKED AND Fl.k=BY TE AR DIM WAV gN. Im THROUCHp1T CONSTRUCTION PERIOD BY WATERING AND FERTU NG a AVL WAVA TO FId Aappy DANE DO NOT DUNG OR MYER_AW ROOTS WHEN MMKED W_ MH TREE DRIPUNEN$TAUM PWT& 6-$HALL MAINTAIN HE TREE PROTECTION FENCING N PLACE UNTILTHE PROECT ARBCRIST AND CITY ARBORIST AUTHORIZES THEIR REMOVAL 5 DEWS MII BE IANTAMEO 1ITAWOM orxNslmix SWL. AS MGM TASTING TREE CANKWY AREA �� _ RATE 07/21/14 1 SHAD-EWAJ E THAT ANY LANUSCAPIEG DONE IN THE TREE PROTECTION ZONE SUBSEQUENT TO THE REMOVAL LL THE BARRIERS$HALL BE ACCOMPUSHED NTH LIGHT MACHINERY OR HAND LABOR. �-� � �� METAL TREE PROTECTION FENCE pm IOWA USE PLANT MATERIALS WTH COMPATIBLE WATER REQUIREMENTS TO TREE TO LL PRESERVED AND DIRECT SH;RAY IRRIGATION AWAY FROM TRUNKS. 20000 DOAPOLAS-FUR at Frt£sEl;ylE F. THE GRADE SHAT NOT RE ELEVATED OR RDUCED WITHIN THE TREE PRRCY ECTON ZOE OTHTOUT THE PRO10T ARBORISTS AUTHORIZATION.THE PROJECT ARDORST MAY ALLOW COVERAGE OF UP TO ONE TREE PED ARDWST FIN-B AL PLAN BY BRUCE R.N BALIDERING A 2DOD3 Ol7NFFSrQgUw 23. REMOVE HkF OF THE AREA OF THE TREE'S ROOT ZONE WITH UGHT SCIE(NO CLAY)TO THE MINIMUM.DEPTH NECESSARY TO CARRY OUT GRADING OR LANDSCAPING RAMS F IT ALL NOT ILFERL THE SURVIVAL NOTE:SEE COMER SHEET FOR GENERAL PLAN LEGEri7 CERTIFIED ARI3URIST�PIJ-EfififiA,KITH ANS ENGINEERING AND 20005 UDUCdI REMOVE OF THE TREE.AERATION[)EWES MAY BE REOUIRID TO ENSURE THE TREE'S SURVIVAL FORESTRY. O 20011) DOU%AS4'IR a REMOVE NOT AS-BUILT ^� 21)324 YVESTE RN WHITE PINE 10 REMOVE G. IF THE(TRADE ALLUCENT TD A PRESERW D TREE IS RAISED SUCH THAT IT COULD SLOUGH OR ERODE INTO THE TREE PROTECTION ZONE IT SHALL BE PERMANENTLY STABILIZED TO PREVENT SUFFOCATION OF THE 80075 20006 PONDEROSA PINE12 REMOVE EEE SUPPLEMENTAL ARBORIST 20L14T PCDINDEF:OBA PNE 14 REMOVE H. AN NIPMYMS SURFACE SHALL NOT BE INSTALLED WITHIN THE TREE PROTECTION ZONE CF ANY TREE TO LL PRESERVED WTHOUT THE AUTHORIZATION CF THE PROJECT ARBORIST.THE PROTECT ARBORIST FRI MNS 70&3. PONIDER08A PINE 10 REMOVE MAY RE RE SPECIFIC MTRUCTICR METHODS AND/OR USE OF AERATION DEVICES TO ENSURE THE TREE'S SUWVAL AND TO MINIMIZE THE PDTGNRAL FOR ROOT INDUCED DAMAGE TO THE IMPERMCUS REPORT FOR MORE INFORMATION an N �ouns-PIR REMOVE I, BRUCE R. BALOWIN, ATTEST THAT THIS f�� 20IXie DOiDGFAB-FiR 20 P1iEBERVE L TO THE GREATEST EXTENT YRACRGAL,UODTY TRENCHES SHALE BE LOCATED OUTSIDE OF THE TREE PROTECAON ZONE OF TREES W BE PRESERVED.THE PRACCT ARBORIST MAY REQUIRE THAT UTIUTLS AS--BUILT DISCLAIMER: TREE PRE$ERVAnON AND REMOVAL PLAN 31 2DM SIFTER CHERRY IR PRESERVE BE TUNNELED UNDER THE ROOTS OF TREES TO BE PRESERVED IF THE PRO.ECT ARBORIST OCMRIRNES THAT TRENCHING*OULD SIGNPHGANTLY REDUCE THE CHANCES OF THE TREES SURVIVAL AS-BUILT INFORMATION IS BASE[) ON A COMBINATION OF FIELD MEETS ALL OF THE OF THIELdENIS IN � JOB NUMBER =iz; WESYERNRED CEDAR 12 PRESERVE SECTICNH 10, PART 1, OF THE CITY OH I C 1 DIREC110NAL FEWHG.DIRECTIONAL TELLING.OF TREES SHALL BE USED i0 AWED DAdAGf TO 11EE5 DESIGNATED FOR PRESERVATION. SURVEY INFORMATION AND ViSU AL OBSERVATIONS. THE ENGINEER TIGARU URBAN FORESTRY MANUAL 334E 211814 WESTERN RED CEDAR T,B,ta PRESERVE ONLY CERTIFIES INFORMATION THAT CAN BE FIELD VERIFIED CEFCrFU:) t� 20315 WESTERN REPS CELYLR GA.14; PRESERVE K. ADDITIONAL REQUIREMENTS THE PROTECT ARBORIST HAY RECAARE ADGOCNIAL TREE PRESERVATON MMEASURIES WHNCH ARE OCNSTSTENT NTH TREE CARE IN DU51RY STANDARW. AFTER CONSTRUCTION WAS COMPLETED. AS-GUILTS ARE ONLY K.. d r JAFIEIII .,I I_L� 2C141r WIDGEPOLEPINE B REMOTE L AT THE OOMPLETDN OF CONSTM11CN,ALL TREES SHOULD ONCE ACAIN BE RENEWED TO EYALUAIE THEIR CONDITION.LAND CLEATING AND REMOVAL OF ADJACENT TREES CAN EXPOSE PREVKKI%Y ffdd -- J ->- BRUCE R. BALDWIN �^+ 7 UNSEEN DEFECTS ANO OIHERWSE HEALTHY TREES CAN BE DAMAGED DURING CGNSTRI1C110N FOR PUBLIC UTILITY IMPROVEMENTS AND PRIVATE STREET, B ALON9R, 1)H A UNNENY[W„SRR 40i 0 PNN-6666A t a"" "'" i 1'I1 - I y� I / a• rn� TAXLOT 2900 a TA>aIAL 2 b;0906 Z a ~ TAXLOT 1100 It 'SUMMIT RIOW V . •Y 1 \ ..l TAMAP ZS 1 09AC 1 FRANERE.RICHARD A TRUST y a !� star tioniA 3 H0G1liE FFNLEI — pG�RE HENCE 1 1 I f. { , g /� ; r 4 SHED �� I J I 111 9� TAAR2S10099060 LOT 68 a°r_•'. �t —1 'S{NYr RIDGE' �} 1i Oe III SCALE 1" = 20 FEEL' V� kE /F ° —� • �— l f� All II (�o W .. Im —I 10 Y 1 l —1 '� _ ' f 0 6 ]2 16 YG c � I..�CO, co 5�2 IS L � -��Y�� _I_ _rte �r $�� =p TAXLOT 3100 W a w ! J f f� _- �� _r ---� i ( j + I / 1/ TAMAP 251 VRI] r f �,�� !1 l /nJ C9 LGT 69 �I� �� [ �— _ _- �.�`� �ti 1'•1 — 1 t .¢ 5` \ _ r I ^s N.RIDGE, Q Z cln En j V j TA iflT 800 `/ --�� 1 t '/ `e _ CD — �- v—~ '-- • _ — .�� \--^—�= C.! } ., TYMAP 2510908 Lu Co ELCREST ■w � AY / /v, Z. T�!.•' 3 -�/ ��/��r I//�\ �v/rJ^ ``�� -+ �� `�ri '�� /tel lr f fes^ + n{� I; \:J_�r-- / / I •' �,� �_,� Z "�• {—. . ... .. _...._.._..._. ��' r , , � --•+ r r--- - ' 7AXL4T 3200 d GRAVEL CRhEM'W EW �/- � .._...._._.....! I TAxMAP 2s,oeD B SUMMIT PoEE��.ti_.......... FDNCE CE S NCO FENCE fJ— ` II GRAVEL + Y I 12 TAXLOT 900 TAXL4T 51pO TAXLOT 5040 1 DSVtWkY�` r, BRAUF . 10986 TAAMAP 2S 1 D" TAxMAL 2S 10908 ! �1 � eRwRlvt,Hu1aA J Lor 129 ' LOT 130 I �-= ! W lJ 9 M1Ui RIDGE NO. '9 Y1rT RIDGE R0.3 KEYED DEMOLITION NOTES 1, AC 2. REMOVE AC AND HAUL-OFF DISTNG AC 3- REMM HWHRE FETKIE CHAIN-LINK FENCE,AND WOOD FENCE. LEGEND COORDINATE 40111 DEVELOPER AND AWACENT PROPERTY O1INERS HDA: . SOINGREPLACIANFPLAN TO IMVETBAIELY FOLLOW DEMCUTICH.SEE SIRIIT ,- CONTRACTOR TO COORDINATE THE RFIIDVAL OF ALL NEODZW7Y PTHVATE ormG G mUw CKNTw I oESblm a•: SIGNING PLAN FOR PROPOSED FENCE UTIUMS METH THE APPROPRIATE UTILITY PRONDERS { owm In, MTS 4. ISM CN-51X SRd1C1VRE5 La7sYuc INiWNO CONTOUR(S F+) ---—Soo—--_ CIE(IEp W. AHH 2- REMOVE STRUCTURES PER APPLICABLE LOCAL.STATE.AND FEDERAL 5. RELOCATE SPEED ZONE W PER MINC AND STT�ING PLAN BUILDING CODE DISTURBED AREA AS ITOIm f REMOVE CURE 3, CONTRACTOR TO AGA"ANY E'4SING WELLS.SEPRC TANIKS,AND � � DAM 07/21/14 DRAIN FELDS FOUND DURING CONSTRUCTION PER APPLICAUIE LOCH, AC SAKX ———— STATE,AND FEDERAL REOUREMENTS. ,P 7. LOCATE,CAP.AND SEAL SANITARY LATERAL 7 OFF PROPOSED RICHE-Cf-WAY LINE AC TO BE REMOVED 5 & RETIOVE WAIN METER AND ABANDON WATER SERMCE WATER CURB TO BE RETIOVED —n'werr..wAN.Av' METER TO BE RELOCATED FOR USE AS TRACT'A'WATER IRmATIDN METER. �F+`�raura 9. REMOVE MWLBM 10. REMOVE EMIM CN-SITE UTIIJTIES.COORDINATE 10P UTILITYI •.r DA194 WW/15 lA• PRONDERS- . cn 11. OONRRACTCB TO COORDINATE FnOCAMN OF C06WNCATEN 99 WTH APPROPRIATE PROv1DER AS NECESSARY ,IDB NUMBER CONTRACTOR TO KWI E VEGETATION WWIN RIW-IDF-WAY AS 3M6DIRECTED BY PROJECT ENGINEER TO EN&K REOLIRED SCHT DISTANCE IS BEY- � $11=CT 13- REMIX S'RAIN PER WATER PLAN � CO I �IJ j TAXLOT 2900 a A TABM L2S 1 OT 7 DEG 2 a .. •A/ 'I 'Sl1YNi RIDGE' 2 I N I TAUT 1100 x TAXMAP 2S 1 OOAC I •.,.� `y_ - FRAN7NE,RICHARD A TRUST 5T R.... HOGINRE f�NC>;�h HOGWE 157✓ . — _ _ _J / I ��I •: vF 8 5?Me on TAXL07 3000 _T LL Y 1 I. TAMAP 2S 1 09W 2 N LOT 68 S 1 f i f� r./ / If f ,� � "SAWrr ROGE' 0 `3 �- Z _ SCALE 1" = 20 FELT 2 - ----- _ `` / ` -i ` �/f I t 1 Iii 4 , :t q I 1ol ice) • L- -SID--� �- - 1 I x,11 f I I� "`I CD co TAAMAP 2$31OICIS Q �� I + - ;� --.c �r 'I' �� ❑ LOLu T 89 Li ' L Zil'ROGE' Z w N. _._ m H �LCF3EST 3200 J Ji I ` - L - �. fax LOT 70 09oa �l ' ! III SUMINIRDCE" �I . - FENCE RE FPICE •- .�, TAUT 5100 GRAVEL I I I TAxLOT 900 f 9 i uAuALP02s�psog ^ DPoVEITAY-� ` ` TA%MAP 25 i 09DB TA)NAP 2S 1 NCO GRADFHSII,HCRMA J LAT 130 - f 'SUMMILOT R�.'2EB NO.3' ''911Yr RIDC£NO.3' LEGEND GRONG NOTES l I, THIS CRADMG PERMIT IS HOT TO BE CONSTRUED AS FINAL APPROVAL OF STE CRADILHG,EUBANAIENT OR STRUCNURAL FILL WRK;R MERELY PROVIDES FOR EASNNG GROUND CONTWR(}Fi] - INITIATION OF WORK AND IS SUB.ECT 10 CHANCE PENMG CIN APPROVAL OF THE ENTIRE CCNSTFUM-CEVELOPMQIT PLAN SEf, Ei7S11ING MIND OONTiNUR(5 FT) ——500—-- 2. SPREADING OF MUD OR DEBRIS UPON ANY PURJC ROAD IS PROHIBITED-THE CITY MAY CRDER STOPPAGE CF 1WRK TO EFFECT CORRECTIVE ACTION,AT ANY TIME 3. EFFECTIVE VWS104 CLNIROL,DUST CCNTROL.AND CRANAGE CONTROL M REO GED AT ALL TILLS.THE fill'MAY ORDER STOPPAGE OF MORE(TO EFFECT Am GRADE CONT"(I FT) ONREC71WE ACTION,AT ANY TIME FINISHED GRADE CONTOUR(5 FT) —500 4. EMBANKMENTS OR 57R MHAL FILUS FOR ROADWAY COHSTRIJC-MM OR FE-S S N BE CONSTRUCTED ON BUILDABLE LOTS SHALL l�E CONSTRUCTED FROM M' EXCAVATED MATERIALS ACCEPTABLE TO THE SOILS ENGINEER AND SHALL BE GROUG HT TO GRADE IN LIFTS NOT TO EXCEED 8'LOOSE MEASURE.EACH LFT SHALL wpm w: AHH DIBTIIRBEO FICA BE COMPACTED TO 9D PERCETIT OF MAXNUIJ DENSITY h5 OBTAINED BY AA51H0 T-181)COIPACTJCM TEST, AS mm5- STINCTLRAI FILLS SHALL CdFLY NTH APPAPPENDIXCHAPTER 33 OF THE UNIFORM BUILDING CODE D0H16RUCBON GH FtiSING SLOPES GREATER THAN 51 SHALL 07/21/14 ORIC= BE ACHIEVED BY BENCHING INTO THE DE6TIHC BANK A INIMNA OF TEN FEET.F 1fE BENCH EXPOSES SAND SCF AN LIMERDRARI VAST BE PROVIDED.THE Q UNDERDRAIN,F RE0111ED,WILL BE CORSTRIICTED BY INSTALLING NONWOVEN FILTER FABRIC,EQUIVALENT TO WON GTF 1900.ALONG THE HOTTOM OF THE STARTING BENCH,IT"PLAM A SIX INCH LAYER OF 1%'-3/4•DRAIN ROCK,AND FINALLY COIEANG THE DRAIN ROC(111TH THE NONIONEN FILTER FABRIC SUCCMYE BENCHES WILL BE CONSTRUCTED WTH VERTICAL FILL BETNFEN 17ICi TO FIVE FEET AND BE COMPACTED IN LAYERS NOT TO EXCEED B INCHES.EACH 3 � INCH LAYER SHALL BE COMPACTED TO A MINIMUM OF"PERCENT AASHTO T-180 DFJISITY.THE FILL SLOPES SHALL NOT EXCEED 2:1 AT FINISH CRAPE.NO ROCK OR SAAR MATERIAL EXCEEDING A 12-NCH ONLETER%14L BE ALLOVe IN THE STRUCTURAL FILL COMPACTION REQUIREMENTS & S THE GEOTECHNICAL ENGINEER FOR LAYER FILL SHAH BE 11O11FED 24 HWRS BJ ADVANCE.BY THE CCNIRACTOR,OF STARTING BENCHHORR TO DETFTQ,I'1E 11E TEED FOR AN UNTEIRDRAIN!DYER ANO TO VERIFY EXISTING CCNO110HS S RUCRAAL LOT FlLL: RFNErM I)AH,6/M/,S MINIMUM PERCINT CONPACTON REWIRED 90q 7. THE QTY SHALL HE PRONOm YILiH A COPY OF TIE GEOTECHNICAL ENGINEER'S FILPGRi/iRECGMMEHDATICN CHANGES TEST METHOD RECURED TO OETERAfIE MAO"OPNGTTY AASHTO T-180(ASTM D1 7)OR EQUIVALENT 8, F SPRINGS OR GROUND WATER ARE EMO NTERED CURING CGNSTRUCTIOH,THE CONTRACTOR SHALL NOTIFY THE SULS AND CI VL EHOIIEE•R$CF THE CONNIB S. coQ FFEWENCY OF DENSTY TESD(O IN LOTS 8'LIFTS-3 TEST FOR EACH 2 FEET OF FILL FOUND ARID COXINATE NIS ACTMTRS N A MANNER THAT TILL ALLOW THE ENGNEIIRS TME TO RENEW THE SMATICN AND PREPARE A PIAN TO PROPERLY MITIGATE THE WATER ENCOUNTERED. 1) WHERE CCHFUCTS OCaR EET11EE11� VALUES,THE HIGHER PERCENTAGE SHALL GOVEBN. JOB NUMBER A THE OOITDRACTOR SHALL HAVE THE SOLS FNprEFR iANE COIEAC110N 1F'515.A MINIMUM OF THREE TEST;'MDL BE REpUIREO FOR EACH 2 FEET OF FILL 2] IMPORTED GRANULAR BAWILL SHOULD BE APPROVED BY PROJrT ENCNEER PRIORI TO DD334fiJ4ERY. 10. EXCAVATOR MWT COMPLY YINOR5 757,$61-HRLC.GH 757.571(UIILJTY GRE-HOBFN:AiICR, .]. O 3] USE IJORTIOM7,MANUALLY GRADED COYRACTORS WTHI1 3 FEET OF EMBEDDED WALLS FTC H. ALL WONG ACIIVTTIFS SHALL BE PERFORMED IN ACCARDANOE W114 DHE GEOTECHNICAL ENGNEMNO REPORT.PREPARED BY GEOPACIFIC NGINEEMNG,INC.. � �� DATED DaCIE R 16,2013.ALL CRAIIING ACIINRES SHALL LE COORDINATED NTH MNAOFIC ENMME NG. ze i p w� >U �W f �U 9az LL J . 570 A A ROT 580 —plir580 �'i5$ 1H:4V DUIM, r REFAIN IS- meTER aj ON sw s f 55a N W Nam 5w _ e NJa� W Nw tu7s aw rs]an arena s PHe" = Q onlene,l'hegmn 9rasa Pr*. o-t N12- J 2776 FIGURE 1 L.j TW:156f1996.1u5 F®x�(Sa611wrA981 0+00 0+06 0+10 0115 0+20 0+25 0+30 0+35 fipgf SIZE SC]Equlr[Seo ndo 7 hNae a o In RETAINING WALL OLFf} AWXC LI P,{L86]' TYPICAL$IEE 1161 . VERR ...-.._-._ ___ _ ROCKERY MALL DESIGN rn L) . 4ERi:I'=10' s s.opo 2l%18 A:47 MA-X e.AJM WALL 1fEIG1lT IH1.5 FEET o O 98k'ti%iY-____ with sh6et L'eC,eiope 4 a 2.Ow aoxsot s aaao QD li4 x u x sn-- o� ra ase Q ssxalxss nlboude mmpulwel Lfl=xiwoe , hpul¢ ) W 11 Ck cn 1'min Q g D(-des) . - / c WITH Ab MORE ttIA1J TY> Q W' '� F►+E8 P',re8ayQ 1T{E KO.20081FLF- ,� - .,y y'� '?ems raAavanrxr srra,=curswPe DRAWING NOT TO ¢ meiuTroFT�caNrro•.cr Q r \` o 7Tilt .•.•. --.. wCL tY:Al A1XP_ FVH-3Pee] r SCATS 1- - 10 FEET B*55125 ._ + Bk 551.253 INCH Iw 0M.nR er.eme J CONSTRKTIpN Npr[5: YrAiH-H H OREWIV,ay_EHT 1 to 0 . a B le _ .. .......• + 1.XNa�Hl-,-d.Aeid Nen xmm�hxtum.rtlw�+wGv rc+• eP�+e:r4aEie enare�rof doe aF eumwPm eiej^••rearrl. mai G � ~B*55125 LEGEND \ - YpAea�xamNenRwrmatl%nefbrlhrnpe eywLeciryaeaiw,yvAnni tawn�h.omernwaa^WHa elchWY'e�9.wir'eprYleWyrC3WniNl..A•ogerr9NFr�f hmgeWae cenIee r^�rewmee'voe�rr.demuecd�eiaa-arw�eddhempnW ealphnVena�ma,wvpaenrlmFvamurexmrrmom.aa. TW-TOP FACE OF WALL ELEVATN 9M551.25 see :y onp � Q scrmouiaxwe,.t.ervo,a tn.mow« ESI!-BASE FADE OF EWM WALL ELEVATION _ .-- i \ wmira sada er N.��.x ma mvwrx..,x.acan.maxw yam+l.r<nn t.uro�P�raeoao canni,Aw,a�e.mra ev.r _ .un lie w�mbn era. INSTALL LL P?DETAIL RETAINNG - -�• _ NOTE: MAXIMUM RETAINING WALL —'` � WALL PEI?DErAE � ,v«a.eeemr�,.,.�...�.,�,..,X,r.aro,r�paav„„,Qe�d•�,�na:�re�.:,:,X�d,m.,.�ma EXPOSED HEIGHT IS 4-5 FEETs a a .dN.,,�,�., e..«b.:z ,aeaeedM�m a�„A•� roA,.� xX�h Z wan�m.t�s__sw»em r+a srn ae.�ae�a1]aw,�ce amrAantsaa.n...,.,ww�m•wm•n�.r�aln>,ebae ne Xype.-e] e.sie,:mr.e ewRom•awa.s ve,a awed e...e<x a�:,aw t.en man...r ra-.a� wmae m..w vearree aeew�e / e•Imnnm hY a e•orpaanidleeeMee.Tryacei•i b a�RYwhb p ab Pml•��+r��asses arr h•sae Fr weer�b~a6. TRACT'A' r.caysa�ee�anpw he aa.ea..,,ex.xn..�.e�w=,.r,eme ROUmW SAraneu:rhm,uasoon�aaeae;e.nm. W �� BXC95125 " FAOUTY 1 .7— W::Ism W:: urs �r5sa� l RETAINING WALL DESIGN PER GEOPACIFIC ENGINEERING, INC REPORT TITLED DIWN Dr, 11� at 1,25 .' 4 AND DATED ROCKERY WALL DESIGN SEQUOIA HEIGHTS, OCTOBER 16, 2013Mon fff. 1yN AS uoTm TW:552.00 DATE:07/'21/14 aW:55135 e� 8 9N�ER H• i� ! REdE1Y.LL f IRS a/m/IS ■7a/■ JOH NINBER 3346 0 5117r z 0073 z w� SEQUOIA HEIGHTS N .� a � is STREET COVER SHEET o a° a= J rn�sa� :T stye I 7� 1 STREET CDNSTRUCTiON NOTES DRY WEATHER QMRACIlOi�REQUIREMENTS'Af1-ALL STREET WORK,W MATERIALS SHALL CLNFORM NTH THESE PLANS AND THE APPLICABLE REOUREMEHT5 OF THE CITY ROAD SECTION-Ei�BANKMENT: 1IOF HOARD PUBUC IMPROZMENT DESIGN STANDARDS AHD ALL APPUCADLE SECTIONS OF TIDE VAHDPRNS SPECT CA70S FOR MINIMUM PERCENT COMPACTION REQUIRED 90%[BELOW 5 OF SI16fRADE�95%(WITHIN 3'Cf SIBGRAW 2 PUBLIC WORKS CONSTRUCION'OF THE OREGON CHAPTER OF TIE AMERICAN PUBLIC NRKS ASSOCIATION,1990 EDITCN- TEST MEnIOO REQUIRED 1G DETERMINE MAXIMUM DENSITY AAS}IT)i-99[ASTM 369B]OR T-180(ASTM 01557) O 2 CYUNIER TESTS SHALL BE PROMOED FOR CONCRETE CURB AND GUTTER,SIDEWALK DRIVEWAYS,EM CCNCRET SHALL FREQUENCY OF DENSITY TESTING OF EMBANKMENT 8"(FIS WITH 3 TEST FOR EACH 2 FEET OF EMBANKMENT �R L [-! HAVE A MINIMIUM 0.'OIPR@G94E 9TRFHCTH CF 3300 PSI IN 2B DAYS,2'TO 4 SLUMP- ROAD SECTION-$DEGRADE: OR EMERY 500 CYW MINIMUM PERCENT COMPACTION REQUIRED 95% O W 3.HUMBER AND LOCATION Cf CDMPACTCN TESTS SHALL BE DEYERMIIED BY THE GEOTECHNCAL EHQINEER. V r 1 7 a S +F s s O O M PERCENT COMPACTION REODIRED TO*AT DEPTH BELOW SUBGRADE 1-FOOT �/� `Q Q g 7 1 4,ALL MANHOLE LAS.VALVE SONES,AHO MONUMENT 90AE5 SHALL BE ALLUSTEO TO FINISH GRADE. TEST METHOD REQUIRED TO DETERMINE MAXIM LM DEK4TY AASHTO T-99[ASTM DB96) ( � r 25 O '$ 7 1 = FREQUENCY OF DMTY TERK DF SUBCT2ADE EVERY IN TO 200 LUNEAR FEET OF PAVING � J I I --- 5.THE CNHRACTOR SHALL PROVOS AND MAINTAIN ADE DATE TRNTIC L17NTRCL ALONG THE EASING ROADS AS REQUIRED BY _ s x 8 THE CITY OF TIGIFD. ROAD SECTION-AGGREGATE BASE - LIP 6-SAWORT STRA07 LINES T°MEET VISnMG PAVIXIAT WITH NEW PAVEMENT.SAND AND$SAL JOINTS. MINIMUN PERCENT COMPACTION REOUWSW HAZELCREST WAY ` tl9 TEST METHOD REQUIRED TO DETEWINE MAMMUM DENSITY AASHTS 7-99[ASTM D69a)OR OSHD TM 11)5 m m C - - 7.STATIONI G BASED CN CTNTERUNE,UNLESS MERWSE NOTED- FREWENCY OF CENSTY TESTING OF AWCOATE BASE EVERY ICO TO 200 LINEAR FEET OF PAVING &IN ADDITION TO REQUIRED OOMPACTION TESTING THE CTr CF iIGARO REQUIFES A PROOF ROLL WTH A FULLY LOADED ROAD SECTION-ASPHALT PANNENT: 1 1 (n y _ _ OOLR W 10-YARD Wlp TRUCK i0 CNEpC SUBGRADE ACT1Cf1 PRIOR TO PLACEMENT OP ROCK SUBBASE,AT THE CC+IFLEiICN OF WNIMUM PERCENT COMPACTICH REQUIRE) 92% W , - -- BASE ROCX PLACEMENT.PRIOR TO PLACEMENT OF CURB,AND PF10R TO PAVING THE FIRST LIFT OF ASPHALT. TEST METHOD REQUIRED TO DETERMINE MAXIMUM DENSITY OSHA TM 306 = J y�Tm 9.THE CONTRACTOR SHALL KEEP RECORDS OF ALL CONSTRUCTION THAT DIFFERS FROM THE APPROVE PLANS AND SHALL FREQUENCY OF DENSITY TESTING OF ASPHALT PAVDENT 5 LEST MINIMUM• Ci MAINTAIN'RECORD MALWNW DURING THE CONSTRUOON PERIOD.'RECORD DRAWINGS'SHALL BE SUBMITTED TO THE PROJECT w 1 TI 9 10 TT 12 13 (YI) �{�(", 'A' M ENGINEER AT THE END OF THE PROJECT. FULL TIME INSPECTION OR SPOT CHECKING OF CONIPACTIO N SPOT CHECKING BY DENSITY TESTING � n Ln M ST%&lWATER 0 M $ 70.CONTRACTOR SAALL CONTACT PRICICT ENGINEER,91EVEYOR,CTT,AND COUNTY AFTER STRING LINE IS IN PLACE AND O C� FACILITY WUST USE A NMEAR GAUGE,TWO READINGS SHALL BE RECORDED AT EACH SITE,THE SECOND AT RICHT jrA 8$ -.b BEFORE CURB G POURED N CHECK CURB(RADE. V/ ANGLE;TO THE FIRST. THE TWO READN�MILL BE AVERAGED ro OBTAIN TEST DENSITY. � yy y I 11.TRENCH BknU IN RIGHT-CF-WAY SHAH BE CLASS B CRUSHED ROCK. � a E� 1 II I 12,CONTRACTOR SHALL INSTAR ALL NHEELCHAIR RAMPS HQ�1)I MERE CONFML75 OCCUR BETWEEN VALUES,THE HIGHER PERCENTAQE SHALL GOVERN- U. T G�i�00 TSO-5ppp TASLDT 5µt OO 11 CONTRACTOR SHALL INSTALL SIDEWALKS AND APPROACHES AT LOCATIONS SPECFIa 2] SPORTED GRANULAR&AGffIL SHDIAII BE APPROYED BY PROJECT ENGNEfR PRIOR TO DELIVERY y p Xx.f v,_.' 3) USE UGiTOUGHT,MANUALLY GUIDED COMPACTORS WITHIN 3 FEET OF EMBEDDED WALLS W 1111 O 14.ALL CLOAK 61NT SHALL BE STRUCTURAL FILL AND SHALL MEET THE REQUIREMENTS OF THE PRpUECTS GEOTECHNOL IMF 1 I — —- �I ENCINEER Aro THE CITY OF T1GAR0, r� :D ^ 15.MATERIAL IN SOFT SPOTS MTHIN THE ROADWAY SHALL BE REMOVED TO THE DEPTH AECLARED,BY THE PROJECTS y� '^ GEOTECHNICAL ENGINEER.TO PROMDE A FIRM FOUNDATION AND SHALL BE REPLACED ON I-)'-D CRUSHED ROCK. N U SITE MAP0 Ig _ 0 .. ASPHALT CGINfBETE NOTES. HOT MIK ASPHALT CONCRETE[HMAC]PLACEMENT SSI 1. THE PLACING OF ASPHALT CONCRETE WILL BE PERMITTED ONLY DURING CRY WEATHER AND MEN THE � AAMEKNT MUCNT TEMP-1RATURES RISK AND IS EQUAL TO OR GREATER THAN SFNOIRL IN THE TABLE OF BIN2ULIk S' 8, 25 25 2. ASPHALT OMETE SHALL BE PLACED LN A DRY PREPARED SURFACE- P.UE. P.D.E. O 3, TACK COAT SHALL BE APPUED AGAINST FACE EDGE OF CURB&AROUND MANHOLE CASTING&OTHER ON[TYPICAL) k5'(TYPICAL) w Z E#OSBD STRl1CRRE5 BEFORE PAVING a 4. ASPHALT EDGES,AFTER ASPHALT CONCRETE HAS BEEN PLACED,SHAM BE SAND SEALED- wN ER. 5' 5 14' 1F 5' 5 SHEETINDEX IV D EX MINIMUM AMBIENT TEMPERATURES 2, z _ Lu OYWi1 SPECIFIED COMPACTED O 1HICNXE55 OF NOm 2-COMMC'01XigE5 Y7FA10NC DEGREE IVLL DEGREES (F) `S'}Mqx a 250% 2502 F � MA%• L[C;D z BO DECREES 60 DEGREESLU Z STREET COVER SHEET, CROSS SECTIONS, AND STREET NOTES r AND OVER 40 DEGREES w DEGREES � , � C101 - SW 133RD AVENUE PLAN AND PROFILE �`M�" sio cUr+sa �'�" 1 AND cur `�E�XTIEND BASE CWRSE 1' 7,-1 C102 - SW HAZELCREST WAY PLAN AND PROFILE w [IJP) r..^ <..... ; D BACK a CBRBoW WC103 - SW 132ND TERRACE PLAN AND PROFILE TYPICAL STREET SECT€ON 3.5"OF 11CGNSE GRADEDALL LEVEL2 FC(2 LFTs)CL;. If- 0104 - SW 133RD AVENUE CURB RETURN INFORMATION 5W HA2ELCREST WAY Y CF 31L'-O'LEVELING COURSE OVER w LI) F— C1 O5 - 5W 132ND TERRACE CURB RETURN INFORMATION NOTE: r OF 11lf_p^BASE WSE m127 OFOOMPACTEA UBGiADE WLC v L!) C106 - STREET DETAILS CONTRACTOR RESPONSIBLE FOR NOT is SCALE COORDINATING INSTALLATION OF cc C107 - STREET SIGNING PLAN DRY U111JT1E5 WITH PROVIDERS, c/) V C108 - STREET SIGNING DETAILS C109 — SITE TREE CANOPY PLAN POST OBUGAVON EXISTING a1w 0110 - STREET LIGHTING PLAN R�r RIT URE INE C111 - STREET LIGHTING DETAILS AND NOTES 27' 25ar PROPOSED R14Y NIEaGIt-➢NT: MTS pEi»CAnGH ELLS Nc g B' vAF�S:9.16'-la3 VARIES;15.84•-14.7Y1 "°'M+IN' 1(15 P.D.E. P.u.E amr,Eo Br. ANN TO CURB AS NOTED 16' MS'{TYPICAL] 0.5{TYIICAL] BATE'07121 14 5 5' 5• 5 7.5' &5• R5' k5' c s 9 AS—BUILT DISCLAIMER: E AS—BUILT INFORMATION IS BASED ON A COMBINATION OF FIELD MATCH DJSnNG Ac yN $ SURVEY INFORMATION AND VISUAL OBSERVATIONS. THE ENGINEER xr Mui a?MAX ONLY CERTIFIES INFORMATION THAT CAN BE FIELD VERIFIED � AFTER CONSTRUCTION WAS COMPLETED. AS—BUILTS ARE DNLY FMHSTBMO STREETSLCTICd z�� sNvnmEs.a�sx-sasz REME LNITµe�„5 MAA• s.i MN,x. ,. .-- __ STV CURB �Y .L, €YISDNG STREET SECOCH FOR PUBLIC U11UTY IMPROVEMENTS AND PRIVATE STREET. w ? , , > AND GU TER �� REVERSE CURB - s�q AND CUTTER -- $ e CP 112'DENSE GRADED -~ TYPICAL. STREET SECTION LM 2 AC[2 UFT5]OVER SW 133RD AVENUE 13'�OF31+�-0 BLASE COURSE OVERR L�Ea 2�AC[2�GRADED-OVER NOB NUMBER c 12'OF COMPACTED SUBCRADE 7 OF 31C-O'LEIEWG CWRSE OVER TYPICAL STREET SECTION 3346 � HALF STREET SECTION OF 111x'-Q-BASE QOORSE OVER SW 132ND TERRACE SITE NOT TO SCALE 72'OF COMPACTED SU GRAOG HALF STREET SECTION NOT TO SCALE Cl 00 a W Z� W~ U tr W H I N� Q 0 W � =C 2 C1 Q O J 2 W CENTERJNE CURVEITANGENT TABLE W N s x — ——T� ; ;�A mtno-.CO SW 131U AVE —— — — — SW 133RD AVENUE _ -- �""" - Y Ge TSTA 1+MOO SW HAZELCREST WAY- - � - _ws _ _ _v.. STATIDN LENOM TANGENT/CHORD BEARI NG,SV SW 133RD AVENUE AC SAYIdIT.SW SEAL JOINT � '` Z� DE51GH CENIEHLNE w' -- 8+50.00 R 479.31' NDD'31'41'W _ WTCH E)88DND[TiPIG1] r r - .,� . _ --=yam �•� ------------ ----- ----- �._-----j� --___�___ -- ------------ 0- ------------- --- ------------------ - - -- _ - -= , SIIV 133RD AV NUE 11+0> - II B+SO 9+H)C1 �_.______.r____--____�--__ f � 12+OP [V CC BEM{6RF STREET IMFRCfuEMEM 1 ■ --- --u. .. ..-- ., _ FCS all..SAND SUL.W cn AC SAWCIR,SAND 5 J •. .. .._ _.. �ti.."_..�. ETU]N:1"4L AC PFYETENT TAPER ° 1W:3L AC PAVEMENT TAPER-� :' s' -�'f� I -- _ -„ MATCH EkISRNG: -- — •. _._.... ... ... _ ..._... .. .. .I. -STA 11+E,%775(11b1'8]SW 133RD AVENUE MATCH J 8 STF 8+72.77(11.98'R)SN 133R6 AVENUE * I J LEGEND 2 t / .._.-_ END N IWADALPAVEMENT TAPER m - --t- - ` CONSBTRUCT PER UK OONS1RIJUEDpB'Y CONTRACTOR. W \ \ / STA 16+97.15$W 133RD AVENUE _ STA 1T+10A3[T8.00'R]A 133RD AVENUE Q J STA 8+96AD%1Y 133RD A4EN.E T END IW.x AC PAVEMENT TAPER BEGIN CURB IMPRWMENIs \4 STA 8+11UXISAYR)SVP 133RD WILE 8 \ / V7 y/ CONCRETE SIDEWALK CONSTRUCTED BY HOME BUILDER" 2 w 7 O Q C7 NEW AC PAVELENT,PER TWIOAL WON. ¢ 1 I I W m SCALE 1" a 20 PEET E � I RESIDENTIAL DRIVEWAY N -}- CONSTRUCTED BY NOME 80ILDER 80 0 8 12 u F0co.. I � I NC-) � PH STk11+07.58 PYI ELEV.574.95 K 23"12 V 5 590 LV�30.9D 990 _ F AEF RAMP K SEERDTPA BY Q CONTRACTCFC SEE DETAILS 8 5B0 980 2 a SEE SHEET C104/CI05 FOR AICA Bw FIT CfH1ERL Z m RRIF AND CURB RETURN OETA45 . 570 EMSTING 0 NORM AT OEN RIJIE IT 45,4 Y' 1. CONTRACTOR SHALL INSTALL ALL ADA RAMPS ADA RAMPS SHELL BE CENIERED J C 6RwmD kT CN 1/2 DELTA AS SHOEW UNLESS OTHMR F_PEOVIEA ALL ADA RAMPS AND a R HT RIGHT-OF- Y a SIDEWALKS ALONG ENURE CURB RETURNS SHALL BE CONSTRUCTED AS PART OF . r : THIS PRMCT. 1 1 W 2 DRY DTLTY CR059NCS SHALL BE PLACED PRIOR TO PROOF ROLL TEST FOR Fi.l J 1• i}� - �'E CURS NSTALLATION.THE NUMBER OF CROSSHNM DUCT LOCATION,DEPTH, CONDUIT,ETC„SHALL BE SPECNFIED TTY THE PRIVATE U71LITY WgM LL CCNTRFCTOR SHALL COORDINATELu O . r"S a L E,5 551) S, DRIVENY DROPS SHALL BE INSTALLED AT THE WCATICN AND WDT+F SPEWED > g F 1 8 I BY THE DEVELOPER. a s 4, CONTRACTOR STALL INSTALL CENTERU NE SURVEY MONUMENT DINES AT ALL N -A�, N7ERSECTIONS,PC'S,AND PPS 0 540 a `�^• 540 5. BSEEAWATION LAYOUT PLAN FOR REQUITED IRRIGA¶ON SLEEVE=110145 AN cn 8+2&4 8+48.9 W+ A 8+8&9 9+06.9 8+28.9 9+4&9 9+68.9 B+8&9 10+08.9 10+289 111+48,9 10+8&9 16+88"9 11+08.9 11+28.9 11+48.9 _Isrnm sr MI5 . ORUR er MTS STN 133RD MIME ' C1EL'�Lp 6F, P}91 HORZ: 1°= 20' AS NOTED VERT: I"= 10' ME:07/21/14 ALL PROFILE ELEVATIONS ARE BASED ON STREET CENTERLINE UNLESS OTHERWISE NOTED S a 5 PEA .. TrypE'R K•yr NVERNL DATE,6170/1S s AS—BUILT DISCLAIMER: RE suns AS—BUILT INFORMATION IS BASED ON A COMBINATION OF FIELD SURVEY INFORMATION AND VISUAL OBSERVATIONS. THE ENGINEER Y ONLY CERTIFIES INFORMATION THAT CAN BE FIELD VERIFIED s JOB NUMBER AFTER CONSTRUCTION T FOR PUBLIC URTIIOLITYIMPROVEMENTS ANBD PRIVATE STREET. 3346 SHEET C101 IZ m Lu Lu z1; ! 7 6 5 ! a 2 O 3 m= y l l I a [M zn • I � t g. ti r Igo i'n I `r �i_ t .I ozxoo I H e :...:.....::.:. f NUCN EXISTING S5 & AHzz J ..:... .... ...._:ry -:m,- ...v.....L�__._.'._..s--r_ ......_.___.,..........-.�-..en •• :.::fsti.: '.iN:.._:.. ..'i4'.. .. .. .. o- l�f- ;..,.:..;.. ..:.-. 1HTERSECTIOH+ ,- 12 ,�5.:..:.: si•a►.a>,SA'HA7)ZGtiST WAr I .R ....... ......:.�:.• .... - 1 H ...•:............:.......:.:::.... '.I N _ - - GD SW 132Qll TERR ENIFNTS ... - , _ - STA 1+00.00 SW HRZELCRfST%LLY I ... - . .... ,..�y� CD STA 10+00.00 SN t33RD R4E i ., / ____ ... - RGJ _ _I I/1 2 ^ _ --------- ------------ -- ----- ------------ ------------ _ __ _------ -- - -��J� �I^ GJ --Ff�� r__ .' AC M51CH Exp 6( jcw ) /! t i V L+,Aval DRIVEIAIT Y - E T V I N � 4 I ,H' .r-- - - w . - --.....,•• ' 1 AC gwDuT,SAND SGL"Er Q J RII1DH ON NG MrA) � ti s io i, 12 13 G4] I I a W 1 j c� 70 t I TRACT RMWATE STOR W m� g80 N:2 .,, ` _.___._. PN STA:5+D&53 580 U " m 0.47 Q __-- L4FB,.89 S2 $ EXISTING CRW4D AT E)ETING EA611,16 GKJRD A7 . FT CENTE RIGHT RIGHT- -WAY 57D SCALE 1" = 20 FEET 0 - ----- --_-- -- --- - - -- - -- ` - - .. Y 'IMM GRAN 1< AT M TF]7LIH✓£ --------- 550- Lu 550 549 =f _ 540 L El F- 0 LL 530 R �, UJ �� m m 0. -0 -------0n it i V J 0480 1+00 14-20 ,+40 1+60 1+80 2+00 2+20 2+40 2+80 2+80 3+00 3+N1 3440 3+60 3+80 4+00 4+20 4+40 4+60 4+60 5+00 5420 5440 5+80 5+80 6400 W N SW HAIELCREST WAY LEGEND Q RT: 1'= IQ' _1'= YO VERT: CONCRETE 90EWALK CCN5MCTED BY CONITRACTOR. � CONSTRUCT PER COT DWG.N0.120. ALL PROFILE ELEVATIONS ARE BASED ON AS-BUILT VISCLAIMER: STREET CFNTERLINE UNLESS OTHERWISE NOTED AS-BUILT INFORMATION IS BASED ON A COMBINATION OF FIELD cn i SURVEY INFORMATION AND VISUAL OBSERVATIONS. THE ENGINEER - CON°RETE SIDEWALK GONMUCTED BY HONE BUILDER. LEW�nBY, y ONLY CERTIFIES INFORMATION THAT CAN BE FIELD VERIFIED Daw P. MI5 AFTER CONSTRUCTION WAS COMPLETED. AS-BUILTS ARE ONLY � CHEYM Br. AHH FOR PUBLIC UTILITY IMPROVEMENTS AND PRIVATE STREET. - NEW AD PAVEMENT,FIR TYPICAL SECBON. AS NOTED CENTERLINE CURVE/TANGENT TABLE DRIVEWAY rr LOCATION �>�D' T/14 LOT THROAT YA17TH STAEC41 1 26' 5+07.02 SW HA2ELCRESF WAY 5W HATELCREST WAY G Ar a 2 2fi' _4x50.21$N HA7EL.CREST WAY �'� 5 Ci1RVE/TANGQIT STATION RADIUS LENGTH DHLTA CHCRD TANI3[NT/CHHCRD HEARING 3 1. 411221 SM HAZELLREST WAY RESIDENTIAL DRIYEWAY 4 i8' 3+30.20 SW HAZCLCREST IMAY 1. CCNTRAMOR SHALL 94STALL All ADA RAMPS.ADA RAMPS SHALL BE CENTS O) CaU RUCTED BY HOME BUILDER oonaN ON 1/2 DELTA AS SHOO UNLESS OTHERWISE SPECIFIED.ALL AAA RAMPS AND � g L2 30+00.00 455-43' NB9'570D'E 5 2R' 2+92.20 SW HAZELCREST WAY f �"a-mer 6 26' 2+1820 SHY HA2ELCREST WAY �S PRO CT- ENTIRE CURB RETURNS 91A11 BEL NSiRUC18]AS PERT OF qp�R H CI 4+55.43 155.W 42.,V ,436'05' 42-19 W49'57.60"E 7 2fi' 1+72.20 S17 HAZELCREST WAY -DMAL DAM 91MVIs � L_3 4491.73 67,11' S7571'S5'E 8 __ 18 1+R7AO SW HAZELCIEST WAY 2. DRY UTILITY CROSSINGS SHALL BE PLACED PWR TO PROOF ROM TEST FOR xrxsons 8 _ or 1+91.T0 SHY HAM.CRE5T RAY COOS INSTA LATUL THE NUMBER OF OMSVM,S,EXACT LOCATION,DEPTH, ," L4 5+84.85 115,15' N89IT20'E 10 18' 2+67.10 SW HAZELCREST NAY CCHDUIT,ETC.,SHALL BE SPECIFIED BY THE PRIVATE UTILITY CARRIERS 112� J+OIAO SN HAULCREST WAY CONTRACTOR SHALL OMINATF. 12 18' 3+77.10 SW HAZELOREST 1DAY 3. DRIVEYIAY DROPS 5HALL BE INSTALLED AT THE LOCATION AND WIDTH SPECIFIEDADA RAW C014T8UCTE0 BY 13 1$' 4+07.10 SW HF7f1CREST NAY 6r THE OE4ILOPFR. � CONTRACTOR,SFE DETAILS JOB NUMBER :I 14 IT 44-57.58 SIB HAIELCRE57 W'AY 4. CONTRACTOR 31!1 INS ALL ONTERUNE SWAY NOM MINT BCES AT ALL 3346 gs� NTERSECBO N5.PCS.AND Ply SHF ET o S. DEET PItl0A110N LAY(UT PLAN FOR REDUIR&7 IRRIGATION SLEEVE LOCATIONS AND Q SEE SHEET CI%/C105 FOR ADA ^ O RAP AND GEE RETURN C DETAILS LO W z� r F w L) >w �F m U .. .. a a W x n =a a°1 rr I 2cm) tar a x _ I J SCALE 1" _ 20 FBET ' ¢ 7 eo 0 8 12 16 YO 7 ,-•. •= SW�RC'559 90 9w � Td f . ... SW/AC55A.77 SINGLE Y1.5'AC LIFT OVER `8 I A"3/4"-0 BASE ROCK ❑ I TC�AC 559.43 f TC:559BD N W TRACf'A' Ac:55ge3t --... o STFAACIIf1Y IM'ATER f (D CC ArGca7 —I (� J o-.. .. • STR 21+25.00 SHY 132ND TERRACE SEE STCRaIA7BY FA(141Y f��.-.-;y � ` + PIAN FOR ASPHALT M N 8 DRIVEIWLY PER GO-T-OWC NO.141 i lid 5T0.19W5.34 5w 132ND AVT7FJE� '� ncrA�s V BEGIN 1W:3L CURB TAPER j I, SU 21+30 14.001.]SN 132ND VERRACE •.,r DEGN3 >> SEE DETAIL nils 5 AC RAMP DETAIL �Y/7/cn AC SW=.SAH)SEAL UOIHF -� : U -----------_.--- - END RPRTNL STREET IMPWOENIS 1• 5• - MATCN Ek6HNG r 4 r END IW:3L CURB TAPER ^"� W STA 19+3`x42 SLY 132ND AVENUE-- / S. 5N4D SEAL JOUR AG ASpOf HALTDEL�EVRRONATION SMP. 9CEWNX ELEVATION ❑Q 1 x 7777 STA 21+43 9.09'L SW 132ND TEFe�CE DIX ] IAATCN EA75TF1G .:..-'::.i::::.'•; ..::..:;.: _ U 9L will STA 19+-12.50 1 t.....:.. .. _ _ .. --- __ SY4 32ND AVENUE ... ::. -:....::.;::•'::..:. . ■ Ac Swurr.Saw SEAL xw —�ST TMD TERRACE ATM- — ——°*— — — —� —— ——'•� �y{� CENTERLINE CURVE TANGENT TABLE [/�� QD WRR E]fISTUNO(1Wm) - - - -w� �-� - --Yrv- - - -iw - - -•• oE96N CEHTERUNE - _... - - - - - --- - - -- - - ' c 5~ STA 5+84.85 SW HAnMC r MY Li $. STA 20+00o sw 132ND ME SW 132ND TERRACE SW 132ND TERRACE W m a CURVE/TANGENT STATION RADIUS I LENGTH DEUR CHORD TANGENTICHCtD BEARING O .. - '"- •• -_-� _ - ~~ "? �° LB 1&4-50.00. 350.00' NOUI'-"5"W CJ PH 5TA7I+45.28 LEGEND ~ PH ELEW.558,83 PH Sik20+O6.60 N:13.76 CCWRETE SIDIPM CONSTRUCTED BY OONTRACTOR_ cl 580 N:20.41 LD STk 21+0&26 CONSTRUCT PER C.0.i,OWG H0.120. VC17a,00 LD IN T ELEV:55R.23 Q --- 570 C"ll"E SIDLY"OUNSTUC1ED BY HOME BUIFT7ER. 570 E%ISJIIG GROUND AT NEW AC PAIELIERT,PER rYPN:AL SEC7MAI- J LEFT RI T-CF-WAY --- 62% E%1511N f;<tDUND __ W W AT ~-~ BEST Ri E _ RE9Dcnnu DreAEwnY . 550 550_ �.. 00t9STRUCTEO BY NOME BUILDER � O 55 cc crE•� 540 AOA RAMP CONSTRUCTED BY Z . 8 aYi CONTRACTOR,SEE DETAILS N x� �Sa �� — GSW — .w. F� � A# SEE 9H ET ow/C105 FOR ADA RAMP AND CURR RETURN DETALS '^ �_ V 1- OONTRACTOR SHALL INSTALL ALL AOA RAMPS ADA RAMPS SNAIL BE CENTERED ON 112 DELTA AS Ni "�• OS SIDEWALKS ALONG ENTTIRE CURB RETTUR$SNAiBpFIED-ALL ADA RAMPS AND CONSTRUCTED AS PART st`asrm e1: 7HI5 FRO.ECT. owAwN 18+50 18+80 18180 19+00 19+20 19+40 19+60 191-@9 20+00 20µ20 20+40 20+80 20+80 21+pO 21+20 21x40 21+fi0 MUS 21+BD 22+00 � � 2. DRY UTILITY CROSSNGG S44L BE PLACED PRIOR W PROOF RUL TEST FOR CUPS INSTALLATIOII THE NUMBER OF CROSSIN4 EMU LOCATION,DEPTH, AS NOTED SW 132ND MIRRACE CONDUIT-ETC,SHALL IL SPECIFIED BY THE PRIVATE UTUTY CARRIERS DATE 07 1/14 HOR2: 1"= 20' CONTRACTOR SHALL COOMNATE• B. ORIVE0Y DROPS SHALL BE INSTkM AT THE LOCATION AND PATH SPECHFED k VERT: 1'= 10' BY THE DEVELOPER, ALL PROFILE ELEVATIONS ARE BASED ON 4. O7NTRACKR SHALL INSTALL CENME UNC SURVEY MONUMENT BOXES AT ALL STREET CENTERLINE UNLESS OTHERWISE NOTED INTERSECRNS,PC's•AND PTs r SEE IRf86ATIY1 LAYOUT FUN FOR REWIRED RRIDATIOH SLEEVE LOCATIONS AND b hp£ H• DETAIL. IENVNAL GATE:6~5 SEMM AS—BUILT DISCLAIMER: AS—BUILT INFORMATION IS BASED ON A COMBINATION OF FIELD SURVEY INFORMATION AND VISUAL OBSERVATIONS. THE ENGINEER ONLY CERTIFIES INFORMATION THAT CAN BE FIELD VERIFIED JD9 NUMBER AFTER CONSTRUCTION WAS COMPLETED. AS—GUILTS ARE ONLY 3w FOR PUBLIC UTILITY IMPROVEMENTS AND PRIVATE STREET. SUFI- C103 z� � E a a d \ 575 56714 e I \\ Frye �, �� .�y _ 5J5 mem Li 9.s r 133RD AZELCR NORTH - 8 T5AS dao =W -55A08 CURB DATA - I a ' ECR 4 ` 1 STA 1i38.73[14.00'L]SW HAZLCPEST WAY BCR PER PROFILE 11.129E 570 SSSI `1 1 OFEiq;8938'19' 1/4 PER PROFI.E tl. 2& �\ RAWS:25.00 1/2 PER PROFILE 9• TOp FAZE OF CURB D \ ARC LENCTH:39.10 3/4 PER PROFILE . 5TA 10+40.77CIOVR]W 13380 A1ENUE ECR PER PROFILE 566 565 CV W T ` --i___---- CONSTRUCT CHAIR RAMP kr 1 7A.aRAL , 7.9 2 9ECilON PER�C d�T.OW6.H(L ZB RNITP i0 ,ti\ V�� fJQ 0�„ . V 3/4 6 _ BE CERIEAEO ON 311E 1/2A AS SHOMp 1\ 7• 587 i83y _` -- ^�m e a 9e o v LLJ U) �e Z tAI•l W 6.52 .05 4a � L[n ` 133RD &HAZELCIREST- NORTH NOTE O LLI �� I„1 HORZ: 1" = 5* 1. PROFILE PROVIDED FOR CONCEPTUAL DETAIL ON TOP FACE OF CURB N ODADOIS.PROFILES 00 REFLECT ECT DROP IN CURB FCR CURB CES 7 L/4 a VERT: i" = 5' RAMP =. = ' 2. CURB REUN PROFILE REPtiESIEHT5 TOP FACE OF CURB AUGMENT LLI Q euE W m o U) 4 LEGEND N" W tj nuFLOWLUNE AT FIDTTOOMMNOF CURB ELIEWTILN . TC: TOP OF CURB ELEVATION SYE SMEWALN ELEVATION SW HAZELCREST WAY AS-BUILT DISCLAIMER: DMWARD GRAN AS-BUILT INFORMATION IS BASED ON A COMBINATION OF FIELD ` CONCRETEEwu.N ccNSTAu SURVEY INFORMATION AND VISUAL OBSERVATIONS. THE ENGINEER COE♦51RUCT PER W.Na12k.III'ooNTRAcrcR. m ONLY CERTIFIES INFORMATION THAT CAN BE RELY VERiFIEp caT. 1 AFTER CONSTRUCTION WAS COMPLETED. AS-SUILTS ARE ONLY Z FOR PUBLIC UTILITY IMPROVEMENTS AND PRIVATE STREET. /� _0 CCNORTE MEWAUC CONSTRUCTED BY HOLE BIIMFR. U L Lu RESIDENTIAL BRIVEIMY CONSTRUCTED BY H01E muER. i-- EM0+50 W 0 TC/5W55fi.15 N cc DV 1/s a 5,24 A � o � s75 C7 cc 4 'fit n.i v m y a x d W 48 , �., 566.25566.25 _- a v$n ig a r .ER ER LR 4 570 cc 5-70 570 T/4 e �� COFISMCT WIEEL CHAR RAMP STRU'TURAL 5.26 -3.00X r SECTIO!PER C.0.T.DILL.NOL IM RAW TO BE CENTERED ON THE 1/2A AS SHOWS �/� 565 RB PROFILE565 I rte- ------------ ccwoe oraaui MI5 133RD &HAZELCREST- SOUTH u6TFA /i/u 560 ANN '- CURB DATA uATe 07 Bar 1 r _20 ° ! STA 9+60.73[1600'R]SW 135TH AVENUE RER PER;PRR LE a d$ II DELTA:9073'41' I/4 PER PROFILE .556 RAOIUB 25.00 I/2 PER PRNLE w a AK L3/4 PER PROFILE o1F1.oP I LENGTH:a" SiA It41_27(14.001i)SW HAIEICRESi WAY FIXE For PROFILE N- i� 550 g 550 AF7cw,u Um"/15 Y d r i ��/ NTE IIHBEP uj SCALE 1" 5 F73'eP i H OJOB N1. PROFILE PROVIDED FOR OONEI�NAi DETAIL ON TOP FACE OF CURB 334fi - e ] 4 e HORZ- 1' = 5' OPTIONS,PROFILES DO NOT REFLECT DROP IN CURB FOR CURB VERT: i" = 5' 2. CURB RETURN PROFILE REPiESEHTS TOP FACE OF CURB AUGMENT SHEET 0104 7 w 57O — 570 I L 6 I z v z L I r W 565 � 555 � d o FS 132ND & HA�CREST— NORTH I rr gpt °1 a CURB DATA f rrr W 5513.42 Ig STA 2O+5685(14 WR)SW 1320 TERRACE BCR PERS RO U! �r r 1 it s DELTA:10.SS70W 1/4 PER PROFILE r`� J a -3.90% F 4.SSi 569 r m w RADIN3 31.00 1/2 PER PROFILE ARC LENGTH:56 -B1 3/4 PER PROFILE -1.0%r STA 5}2G20(14A0•L)SW WELCREST WAY MPER PROFRF,.r rs r ��yyy� I TCP �� z 555 Z 8 957.49 r _ r r � 57.e 957.68 - w r5w — OIXi51RUCi WHEEL CHAIR RAW STRUCTURAL 7.75 1/4 A r/ 5£C710N PER C.O.T.W.N0,128.RAMP TO 3 BE CQITEPED ON THE 1/24 AS SHOTWI • i rr] 7 j 515 545 d 8 5408-1NO uu Q_J a a a = Zt 55. ifJ 55. Q ❑U ,�d W 4 ❑ _ 557.4 p 132ND & HAZELCRE -NORTH N o 1. PROFILE FRONDED FOR CGWEITUAL DETAIL ON TOP FACE OF CURB �r Z HORZ: I' = 5' ELEVATIONS.PROFILES DO NOT REFLECT DROP H CURB FCR CLDR = 7 Q - tia VERT: 1" = 5' RAMP 0,pwt 2. CURB REILRN PROFILE REPRE�7ii5 TOP FACE Cf CUAllG RB NMENT ' uj ryQ� 3'4 E � 'a W 0 cn LEGEND U a g 01 CUTTER PAW ELEVAnON '�rtN� FL FLOW LINE AT BOTTOM OF CURB MATION V TL: TOP OF CURB ETFVAl10H AS-BUILT DISCLAIMER: F $w snEWALN ELty n(N AS-BUILT INFORMATION IS BASED ON A COMBINATION OF FIELD - -- mmwmm REAS SURVEY INFORMATION AND VISUAL OBSERVATIONS. THE ENGINEER ♦wIy _ CONCL6"iE SIDEWALK CONISTRUCTED eY SONTRACTOR. ONLY CERTIFIES INFORMATION THAT CAN BE FIELD VERIFIED CONSTRUCT PER CO-1.DING.NO.120. AFTER CONSTRUCTION WAS COMPLETED. AS—BUILTS ARE ONLY m A�, FOR PUBLIC UTILITY IMPROVEMENTS AND PRIVATE STREET. Z COHCftEIE SIDEW,HI(CONSI1NIClfll BY HDME BUILDER- a ` — RE5OENTAL DRIVEWAY CONSTRUCTED BY HOLiE HUIDER. W oC 570 579LU Z Z M 565 565 Z LL [M D 558.71 TC/S,55 76 1'^ W 1/2 is \ 1 D -7.1 _gam TOP FA!{ WR8 -7751F -7 4A . OEAGf11 HC YFS \ I $ 4 4.6 - 45\\\ 3/4 d CN CiBU er A�}IH OONSTRVU*EBL(HAIR RAW 51R000AL `'' `mo — -----.-"-- 550 � . SECIICH PER C.O.T.DNA.NCL 12&RAMP TO l - — CENTERLQ ON THE 1/26 AS SHOOV 55 AS NOTED a } ➢LTE:07/21/14 132ND& HA2ELCRES7 - SOUTH CURB DATA TC ELEV EOR STA SF54-92(14-O0N)SW HA7ELCRE5T NAY BCR PER PROFILE !� DELTA:7511 OT 1/4 PER PROFILE 55a55 F}�ler RADIUS 25.00 0 PER PROFILE I 540 - 540 9N�R K• ARC LENGTH:32.72 3/4 PER PROFILE I o K' pEKma oac c/so/Ws STR 1H70.07(14.00Y)5W 1321,➢TERRACE ECR PER PP.0FILE I o o I SY 13211 &HAZELCREST NDTE I I- PROFILE PROYM FOR CONCEPTUAL DETAE ON TOP FACE OF CURB JOB NUMBER SCALE L' _ 5 PUT 1 HDR2: I, = 5' ELEVARONS-PROFILES DO NOT RERECT[ROP IN OHO FOR OURS 3'r A L� t VERT: 1" = 5' z cu�B RETURN FROFIL REPRESENTS TOP FACE CF dxae ALIGN4ENT HErr d A s � . s sT1Eer t Cl 05 _CC 5:Z) Wu t w ¢F N U CURB JOINY DRAINAGE BLOCKOUT DRAINAGE BLOCKOU7 ?U S'AEN. SEE NOTE 5 ROW R o 3" I.D. PLASTIC 3'I.D. PLASTIC COMPACTION J I' e• PIPE W/COUPNNG I' S" PIPE W/CCUPLING GRANULAR: 92% UM PER AASIFEO T-180 a a —2% NATIVE; 05%OP1fMUM PER AASNTD T-180 ROAD ;:.�-.f,t...:•:. - 1" BATTER _ . ..; - - 1'BATTER - . . ROAD 1"5 1'R ':t r g 1'R •1 �c' b OOVERR TRENCH TO HALLOW MATERIAL 4� l ROAD l.• -_J SETTLEMENT[4'MAK]. GRAFI n a _ .: t 2 .Y 12• SUtFACE RESTORAIIDN A FLUSH HHB!TRENCH BAOCRLL ' 2"OF 3/4'-D'13ASMCK -- MI y ............: / 6,. 1/2., e n „c.[ I REQllIRED L z_w COMPACTED SUBGRADE _ - Mp,x. B" - ,,IpAK. E5 q aS ¢ 12•HAT VE TOP SCR IF TOP SDL c BASE COURSE 1 �•• ••• "-a --- _ .•. .. Ea15TE0 PRO,TO EXCAVATION. ' �,H L LL SIDEWALK ADJACENT TO CURB p4'• BASE COURSE za_ r`r'` 'r /• T I `"'$ \% GRANULAR I �0- 5'MIN- ROW EXCAVAT1, FOR USE ALONG MEDIANS, GU ITERS MAY BE REDUCED WITH PRIOR 1. FOR USE ALONG MEDIANS,CUTTERS MAY BE REDUCED WITH PRICR COII'ACTEO I NATRIE MATERIAL y g� 6" APPROVAL FROM THE CITY ENGINEER- APPROVAL FROM THE CITY ENGINEER- GRARILAR I !A q LLI 3 _ 25 BACI(FILL .� ROAD 2. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P,SI.AFTER 28 DAYS, 2. CONCRETE 70 HAVE A BREAKING STRENGTH OF 3000 P.S.I.AFTER 28 DAYS. J L - 3- EXPANSION JpNTS: 3- EXPANSION JOINTS; rrJ 2'OF S/4'-0'SASEROOc A, TO BE PROVIDED: A. TO BE PROVIDED: =Q 1]AT EACH POINT OF TANGENCY OF THE CURB. 1)AT EACH POINT OF TANGENCY CF TFIE CURB. Tt GAS rR COMPACTED SUBGRADE '• 2]AT EACH COLD JOINT- 2]AT EACH COLD JOINT- ` 12'TIN. SERVICE m g 3)AT EACH SDE OF UNLET STRUCTURES- S)AT EACH SIDE OF INLET STRUCTURES- CaW D - V 1 Li SIDEWALK AWAY FROM CURB 4)AT EACH END OF DRIVEWAYS- 4)AT EACH END OF DRIVEWAYS. GRANULAR MATERIAL co[7 NOTES 5)AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. 5)AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET, WIRE LLJ C0. T'IL'T W 1- CONCRETE SHALL BE 3DD0 P.S-I,AFTER 28 DAYS, 6 SACK MIX,STUMP RANGE B. MATERIAL TO BE PRE-MOLDED,ASPHALT IMPREGNATED.NON EXTRUDING, B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED,NON EXTRUDING. REQLIRCL oo DD 2 t. OF 1-1 TO 3 WTH A THICKNESS OF 1/2 INCH, WATH A THICKNESS OF 1/2 INCH, ry /2 4•MI.BEDDING L W 4. CONTRACTIOIJ JOINTS- 4. CONTRACTION JOINTS: % Cl7 2. PANELS TO BE 5 FEET LONG. f %` '`•'F:r A- SPACING TO BE NOT MORE THAN 15 FEET, A. SPACING TO BE NOT MORE THAN 15 FEET, •� 0 t a EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1 1/2 INCHES, B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1 1/2 INCHES STABLE SUBGRADE— UTILITY UBGRADE UTILITY VAULTS,WHEELCHAIR RAMPS,&AT SPACING TOOT TO EXCEED 45 FEEL 5- BASE ROCK 2"-G OR 3/4--0,953 COMPACTION. BASE ROCK SHALL BE TO 5- BASE ROCK 2"-O OR 3/4'-0.95%COW'ACTION- BASE ROA(SHALL BE TO 4, FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE SUDGRAOE OF STREET STRUCTURE OR 4'IN DEPTH,WHICHEVER IS GREATER- SUBGRADE OF STREET STRUCTURE OR 4'IN DEPTH,WMiICHEVER IS GREATER. CURB,THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN- t/2'RADIUS. E. DRAINAGE BLOCKOUT- 3"DIAMETER PLASTIC PIPE: 6- DRAINAGE BL=OUT-3"DIAMETER PLASTIC PIPE: 1= 5. SIOEWALK SHALL HAVE,A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE A, 3"I.D. PLASTIC PIPE NTH COUPLING. A. 3"I.O. PLASTIC PIPE WITH COUPLING. uj m Li CURB IS USED OR IF SIDEWALK IS IA MIMED AS PORTION OF DRIVEWAY. B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL SE CORE DRILLED OR CURB D. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB ^^^co CURB IS U SIDEWALK SHALL HAVE A INTENDED THICKNESS N GF i INCHES. SAW CUT VERTICALLY 18"EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB. SAW CUT VERTICALLY IS"EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB. N 0 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3"DIAMETER C. DRAINAGE ACCESS THRCUGH NEW CURBS SHALL BE PLACED A MINIMUM OF 2.G' C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MINIMUM OF 2.0' g PLASTIC PIPE AT 2%SLOPE- CONTRACTION JOINT TO 8E PLACID OVER PIPE- AND A MAXIMUM OF 3.0'FROM PROPERTY LINES AND A MAXIMUM OF 3.0'FROM PROPERTY LINES. Nm C? L SEE UTILITY PLAN FOR LOCATION.AUGNLRNT.SIZE AND NUMBER OF CONDUIT&VERIFY WIN LOCAL VIIUTY rQ o COMPANY PROR TO NSTALLATICN. _y 6 �, _ MSI W"� - No�"' HSI 2, WNTRACTOR%VLL COORDINATE NTH LOCAL UlUTY CUMPMY UPESENTAIM AS REMM. 5 rMaen m• �.• en F I�K4 IN am+utr�l.T x r ouExas CONCRETE I `� mr�mal.a r.ATxdT .cusnx r PAC.xIx 01G XO ,�u� °TM°® CURB & GUTTER °1G' REVERSE CURB • """"'� wBa.Uwe SIDEWALK 120 a1r 'TwRo A10CN 19Pi AND GUTTER CITY ncARo 26 26-R PRIVATE UTILITY TRENCH STOP SIGN LOCATION EXISTING DRIVEWAY- (INSTALL 4" PVC SLEEVE UNTIL CROSSWALK HATCH WDTH&GRADE PERMANENT SIGN INSTALLATION) STRIPING p DAB-" PC/PT R/W LINE SEE NOTE 3 .^ 0.2"] SIDEWALK 9 S CURBSR)E "v. SEE NOTE 4 5' MIN 2% SIDEWALK J grys { Dao- SEE LANDSCAPE LAN TRUNCATED DOME \ STRIP SEE NOTE 2 NOTE 3 DSCAPE Lu STRIP DETAIL 0'MAX uu EXPANSION 3 �10•MIN 3 LLI M JpaNT(TYP) LL a Y PLAN __........ J PC/PT PROJECTED TOP S' 0� `+• AAUP 1MDTx ��u' 3/4" GF CURB 2%MAX YARIES : tn; RAMP TEXTURE STREET PATTERN DETAIL PLAN VIEW - •`�I; a'X B" 10 GA MESH 4' 6' "' II: II' SEE NOTE 4 3 OF AGGREGEG ATE FLUSH SH SECTION A-A ({3/4"-0') cGMPAcreD I cHn>m Br- AM NOTES: u. AS NOTED 47 P.C. CONCRETE--/ moo�oa-Qvoo q� 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A LIINUMUM OF 3300 PSI AFTER 28 DAYS. ,o o.vooaca$d: j- 0� 2"3/4"-O"AGG- BASEROCK - 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2'RADIUS ALONG BACK OF CURB. �G3 $ SECTION A--A 3. EXPANSION&CONTRACTION JOINTS SHALL BE 1/2' PREMOLDED ASPHALT IMPREGNATED 5 E� MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. NOTES- ot�wx � g 1. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I, IN 29 DAYS, 4- 6"X S" IG GA MESH REQUIRED FOR COMMERCIAL DRIVEWAYS ONLY- 2- CONTRACTION JOINTS SHALL BE SCRIBED 3/4"DEEP AND RAMP PANELS SHALL BE BE +4ry0f•R H 5 EDGED ON 4 SIDES. 3- EXPANSION JOINTS SHALL BE 1/2"ASPHALT IMPREGNATED MATERIAL OR EQUAL. RNDBAL GATE:6130115 4- SURFACE SHALL HAVE A MEDIUM BROOM FINISH- AS-BUILT DISCLAIMER: FSI*M $- 5. COLOR OF DOME AREA SHALL BE SAFETY YELLOW. AS-BUILT INFORMATION IS BASED ON A COMBINATION OF FIELD F14'1 SURVEY INFORMATION AND VISUAL OBSERVATIONS. THE ENGINEER WHEELCHAIR RAAiP G Na I ��° STANDARD DRIVEWAY ONLY CERTIFIES INFORMATION THAT CAN BE FIELD VERIFIED'"°"°� STANDARD CORNER ° W LANDSCAPE STRIPS AFTER CONSTRUCTION WAS COMPLETED. AS-BUILTS ARE ONLY Joe HUMBER °iYCr,aD "� 2$ °TMS"rAPD """ w/ FOR PUBLIC UTILITY IMPROVEMENTS AND PRIVATE STREET. 33� DETAIL FOR TACTILE STRIP INFORMATION ONLY. SHEET RAMP LAYOUT AND DIMENSION TO BE PER PLAN ♦a Cl m TAXLOT 2900 `1 TAMAP 2S 1 ME �_Lu 1 { I LOT 87 '� _ I € { TAXLOT 1100 1 1 yAOM T AGE' z TAk1AAP 2S 1 BRAC INSTALL 8'SIGHT OBSCURING FENCE PER Ii IL x FRAN7YE,RICHARD A TRUST a BOWiO ON BOARD FENCE DETAIL CONTRACTOR TO COORDINATE NTH PROPERTY OYiER m I I uj Lu I w I J�J rig W TAXLOT 3000 TAM I Lu I I i LOT 68� Z 8 :D 'SUMMIT RIOGE' Z I I $ SCALE 1" = 2D FEET [V W + 7 j 7 B S 4 9 2 j (nam ;Q I as o a 12 ze so � F.I o "MNSTAi RELOCATE EXISTING SIGNCVTO STREET LIGHT PO1E ++ m -- ----------- ---_ ---- ---------- --------- --------------- ------ --- W TAHLOT 310fl WwT SIGN ON UU�!! TAXMAP 25 1 09DBQ51Tif$TUGfR PC-E fJLOi 69_ 777= Z 'SUMMIT RIOCF'�. ' Nju co v SW HAZELCREST WAY MA ERAT CF71iI L(KA I FIRE - 1 fELDE 1YCRANT LOCATION PER TYfRINSTENT I —� (REFLECTIVE PNSTALL PAAWNENT MARKER PERAG0.i�-O�N0.17E1�"ICAL] AT 0 O 'CONE HIDRANT LOCATION PER TVFR W m '� SW N'-G °' :• vii,, „� - _ ■ 1 ,— .--------- ------- .� II -- -------- ---------__ _ _ B i�i SIGNS°", HAZE suE � O CREST g WAY i INSTALL R'SIGHT OBSCURING FENCE PER 3 f BOARD CN BOARD FENCE DETAIL CONTRACTOR DRIVEWAY MpIRIT SIGN ON /1v TO 0OBRMA7E NTH PROPERLY OYNER ffffff 1 LIGHT POLE. I - - — IINSTAR 4'BLACK Wit.CLAD �I I I CHAIN LINK FENCE SEE STORM 1 SHEETS FOR DETAIL 1 i I2. j 8 0 10 11 12 19 I a rw.x � J I i i S1 TER a IFACILITY TAXLOT 3200 '1 I I. 1] { INSTALL 4'TALL BLACK 1N YL 1 TAXYAP 2S 1 09DB 2 N LIN SR RY70 CLAD NSHTIS FOR DETAIL Bi1MLarMli RI ' DC£" 0 VVII t UiSTALL S'S07(BSCORNG FENCE PER INSTALL 6'SIGHT OBSCURING:FENCE PER fl BOARD ON BOARD FENCE DETAIL CO11TRACA7R BOARD ON WARE)FENCE DETAIL CONTRACTOR }} I ID COORDINATE NIH PROPERTY OMER TO COORDINATE NTH PROPERTY OMER I F GRAVEL 1 I I TAXLOT 900 TAXLOT 5000 TAXLOT 5100 Lu 090BTAXMAP 2S 1 09DB TAXMAP?s 1 09CE3 CF1fEiWY RADFIS 251 MAI LOT 130 W BRAOF35R,NORMA J LOT 129 1 •-�••I �^^ ".ApNfT RAGE NO.3' 'BOMMIi RIDGE N0.3 - ..- I, V) D3-1 – STREET NAME SIGN DIMENSIONS INSTALL CE4 RUNE SURVEY MCNUMENT WX PER C.O.T.DWG-N0-170 c N L SIGNING LEGEND AMU-- MIS --... -_ oavrl W. MI5 { e s PAR}ONG PAfiA7NG cuan Fc Alii i 3 rd St E HFrc m sw HaZelcnest way AS NM E E E fxEl� D3-1 DATE--07/21/14 Ft1-1 R7 18 W—IC ' �--•F~wa�K—r,►�--.w��IE.s--SIF-K�-ww�� Q PROJECT A Q FANG B ELEVATION SITE r'E + Sw 132nd Ter, I aaeoor !I =,. Wyngate o r j,� [BLANK} C3—' PLAN NOTES' AENEMLL DAM s/w/1s 11 { NOTE 1. rENCE TO BE INSTALLED PRIG TO HOME CONSTRUCTION. s - 1- ALL SAtlS SHALL CONFORM TO THE 20.19 AS-BUILT DISCLAIMER: A� MANUAL CN UNIFORM TRAFFIC O7i1ROL DELICTS 2. FENCE TO BE 6'TALL 0&1_N11dPAL LOBBOWRR 0E5[EILRMi5iW71IF5 L5j AND THE CWHTYS PEALANENT SWING LECEfll Fs- 133rd km 3. ALL WOOD TO BE N0.1 GRADE CEDAR AND FREE OF AS-BUILT INFORMATION IS BASED ON A COMBINATION OF FIELD E;<CES9IW CLAPS,CRACKS,WARPS,OR KNOTS VILTER NTE COLOR ARRANDEMEMI 2- DEVELOPER TO PAY CITY TO INSTAL 4. ALL FASTENERS TO BE HOT COPPED GALVANIZED. SURVEY INFORMATION AND NSUAL OBSERVATIONS, THE ENGINEER -1� s. ALL MOOD TO BE COATED rLTH Ex wvs OF SOLID STAN. ONLY CERTIFIES INFORMATION THAT CAN BE FIELD VERIFIED EXISTING �� ,IDB NLIYBETt A B G D E I F G H I J K L M N SIGHT OBSCURING AFTER CONSTRUCTION WAS COMPLETED. AS-BUILTS ARE ONLY 3348 VAR B 025 0375 2 40 30 3 1[MWJ s 1.5 2.5 1 2.5 NOT TO SCALE FOR PUBLIC UTILITY IMPROVEMENTS AND PRIVATE STREET. SHEET 0107 2 I;r T� N� xSELIERALE'fG7J1N[i NOTES: PERMANENT SIGNING LEGEND �,e•G� p nc�.rass�nmbren.um>'..�a�r+r w,Rvrev s�.�varo.. a�•wur. enc �mee�.m� -�. c7 w A,eoeG,�iunm ry avwesP, .�:sw•eeiaandAkr� rsw�'�+r�� z a a�i .,vwamm�a+rw.. +M�..ro+�nrrcsin,r�avirmttiw.n�r .�srn�r wo-v4�.w a" awvre,ernar Z a • - - wev.carnwa wauso+eosnar aware re r�.ro,,,a,:n�,r>,..rame c�en uor�Mrm�e7,:a= � mea..m.�` ry y a vl mawviww�.eaaax[� srrcr•,mrce see,.eKw•c,m,r..>,N:� e+� . N AOEe.erxme�T,caa¢croaam=erumvracnH�cc.so ,•rsns.r.�.n� SEE SIGNING PLAN 9" ,�. ►'�,�' ar"r F r �" � Q € g� J as rq�oAvawx �e.Awmn.,,swrn u..Awe e.ryennx•iu. sEmxe>:s i �r y ae'id n O . „•�„ �A.m FOR SIGN DETAILS &yStuAd Fw ri,madar9e'eRAWwI f)l M1rc+r�p:nTau sem�c le,wiAw'i>pW bieel/MnSb^ra,we Yxo W WGA Rol "C N arR�A�� a�m��ra�A�� i x❑ A,Xr a JlWft pY"omi5roel aysma�aNe�eam+o✓�.sappmw w�alAM�sn[iYpm'. '1` Myra s w u msnar�mm ayw�.s.�H.c i+.n.v,Amam+m,ar rn ew igr.ssee ea+M c e �r.+aY+Mxm.Aa EeN aina. t"lkc�sex amnC PER4Wh'EN7 SKiHlNG lEt7E/1� �.n,�w—�,�rtrG�.,�,.. N w� "d. � MONUMENT CASE & COVER 0' �roa aevru�aNr�rcaresrw.rm eneamven we avaAna«�A,xr,w�.d � p �' doj9 � sywexiirwicvcix�apwi a..e.c �""'"-Ge,vv aVAAu s,s.rr.� y w waLNVr `- NOTES: V s r wvwror Trvaraetiw ero.Ai•w..ro�fus,xe � 9 o Q O agx� .O 1, MONUMENT BO]iE5 TO BE CAST IRON OR � � �� R�wws�vna•,w.rw * 0 � ALLOY SUITABLE FOR HEAVEY TRAFFIC amAee.Nay.wzv�..n Avmar�r ,-� � IY,�ICnc'Srktt7 rvr Go LOADING #1036 OR 1033 SUPPLIED BY: Q 8 510N�YDUT l- $ ' fn�bnl $ pp"@KaDI (RU17 CROSS IIITERSEC110N TEE IHiERSECrON '�' W INLAND FOUNDRY CO. INC. CQ ALYCWd„a BG,Q NMN ��( del ocw.nrnA. rvrrr�r sicnriacarpxs van,a r,cr.«.e 191 N" IETH 1 M_avw„s.. sq.,a.q„,,,u,ow, n. a.a�.aw To Adrt SPRIN 747-9 OR 97477 �(/7 rr Wer r7i {541]747-9172 w . *� a ,v TI. r, r mn n rs f°,m a ,rreu aMu. r?ro ra e, n w OR l}•• a.a rs umoY ttro re neeec ��'A��A'rFJiIA,-S 9'STREE7 h'AM1fF 5iG748LAHK3 ' sa y�A„e Aek M.aSynLeEw�lg LYe LO0i6d4xkM lTaU Reio+xUNN AYiMr Rr b I1V,Mer NIS' LJJ �, N0.M 1010 AND SUPPLIED BY: 0(" w=r,re. w, o�v,s,cGw.s� emgw�v roawwxM rArra+y Aenv rugal DLYIAPIC FOLINOARY :^CC3 �w Io-mw w.rronAgwu V, �.� �•. __� �� * vrxmrce,.ra.v � SEATTLE,WASHINGTON � 2%'x nc':WDe 2- ALTERNATIVE TYPES MUST BE APPROVED S _ T� - SI�g zsxzr:•,.a•ae., BY THE CITY ENGINEERING DEPT. PRIOR _ ��"� fM+J T+vr,e.rawx.•�� r,Ai ape rev r x r.i¢Lyrp a TO INSTALLATION AND DAUST CONFORM S V[�.y� y/� TO THE FOLLOWNG MINIMUM DIMENSION � �aew�uearn.,w+arrmu..d. �a�.c�Aa eA��>;�wniwvmeuaasvoo e.---m sewsa.rcw rie �� M� nrxrxrarmm.a.da,a.eva,awvrrur,.m. � ,a.�,.r„ -A-,r .,�„A,�, q, a i• 3" APPROVED FOR ALL STREET CLASSIFICATIONS. � iY wz w.eaMw w�rAi�e�.neaneaeew,ue.ee arm�aa re•ara.,•.ysMwyvc cnaa�„mrnra.aa. �.; r rWwsna[uw,�.,x ww mow. �•*��v a'r+a�e^•�rv*s*aaa^�n wmW nine aaawmre[veno,Ran :• gp�,q g 4. MONUMENT TO RE NO DEEPER THAN fi' BELOW n>- �xmy @ _� FINISH GRADE SW^✓helatl MdwAa.�..pyar�iAh,mke ow"W�fM.X>e1YW.' G'SGN3 SHA.!AF,9S�RAA'.40AG4ri'Or- moxari�orA.aran,a�rmn ue.e,cna•An.Avmnea".a,vnme •�.: yy � U TMlc rxy...eys.an ArryW eeurxG TYPYC:AE SIGN UNSTAEiAT1�H vAirw..;a.BnvA'iMdE of Caxm+n "" "" rn rrL r vrs ueer�amare re rm,niee vw oer wusriN r.onENas 9 ,.�. MaNuueNr rte.No. � wA"Iwo BOT[ 170 Em ar nculo ``nn VI J a w t� z z 0 cr) Lu W cc H N oEa¢o ei: AHH AS NM Q4TE:07x11 11 rmrExu IMTE:"/is AS—BUILT()ISGLAIf+lER: AS—BUILT INFORMATION IS BASED ON A COMBINATION OF FIELD SURVEY INFORMATION AND VISUAL OBSERVATIONS. THE ENGINEER q ONLY CERTIFIES INFORMATION THAT CAN BE FIELD VERIFIED JOB NUMBER AFTER CONSTRUCTION WAS COMPLETED. AS—BUILTS ARE ONLY 334fi FOR PUBLIC U11LITY IMPROVEMENTS AND PRIVATE STREET. SHEET c108 # TAXLOT 1100 �,w 1 z� TA#AAP 25 3 MAC _.--..- I FRANZT-RICHARD A TRUST I k I W~ T-11 -I- ISI ' N � ■ - I z # TAX 000 TANAP W Las Be �a nAAP zs I OMB11011 _ i J ' Z r I0027 su RdYWDOD ASH[IMP] -- j I ' MMlr mDGE" g e s - - w 6 5 4 8 1 IQ I x g Lu 10010 Ig o !r -; PLdNlT[2]ROAS NHNNIHNICGR3AVER,36"O.C.SPACING, �7 w . CC a I IH PIANIER SFPoP P8IUTNIG SW 13.YI➢AVENUE;SEE NOTE 7 °::•;: :..�� .. X;. TAMAAR 22s T DRDDS � I len i � � � I YFLLOMOD M) ft_ •;I � I — .�.... 2 "• APPROX.COVERED SOIL WWWE AREA[Tt'P} PLANT{2)R]WS KINNIKINNICK .. r:,.� LOT 7 ice - yr 10025 C410 NOC OYER,3B D.C.SPACING, 100091+ '. II - WOMSIDE —� _ i __ IN 32uoi TER ;�SEIE NON SES 71 I r ;.1'.I C g -- — LU — — ------- --- -- — __--- 3 � TAXLOT 3f00 F: I rAxMAR 2s,cGOB $DLN,11T RDCE' i LOT 69 r I J r I I r� I Y I ..... .. .........:.,�. ,; ,-:::-.::.-.-y�� SV H LRELq m •;yam:� # � ►R V ..:•::.:....... I _n ..4 � mid a LLJJ •y. ......-... 11 Ir Cf] i 1aD15Ld �' ❑ I. Jill 4 z F'' - 1 2 0 3 1 � � � 1. 1'f, LCREST ❑ �o I II .' _ r - - nom' - +f lSEE HOLE 7 PLANTW O-C-SPACING,IN PLANTER STRIP ABUTTING ROWS KINNIKINNICK GROUNDONER, 0 r PLANT I2}RC15 KINNIKINNICK GRDulNDIDDIER,36"O.G SPACING, --- ', APPROX.OPEN SOL VOLUME AREA(TTP] N PLANTER STRIP ABUiT7JG SH 133RD MUM - r SW 132EA TES AND ON SW FlA2F1CHEST _ La_ .1 TSH , A. �l' , ,. mIHG W 55.. I gyp] WAY IN FRONT OF TRACT'A'ONLY;SEE NOTE 7 =_ Q 1SUNSET MAPLE NNE MAPLE J V, Y II n. RCCLRA[w}�`c 10038,'' 10039Q 1 1 N~ 10025 6 9 10 11 12 13 (1�4 - } 140141 .r Q 10032, 1ts (� I 1 r TRACT'A' _ R R�i�• ^•T c90037 10024 STC:MAATR .+ { A❑..� 10033; 1100131 TAXLOT 3200 I ■ I I i TF%MAP 25 1 09D8 TAX LOT 600 I` �J 1 ¢ 1 LOT 70 Z TAMAR 2S 1 09DB •�. 1x}36' + ^f`�.. 1.0012I 1 I "SUMMIT ROW LOT 5 111 '• "M,a7C510E' g - TUQ35. - I. •ir. ■ I� IWMNG TREE CANOPY P T RAYWOOD ASH{TMP] '= TREE SPECI TOTILLSOILVOWME CANOPY IE= QUALIFYIT4G SRESAFJOPY TAMaTOTAL SOL VOWNE AVERAGE MATURE CANOPY IFTM QUALIFTVING SIZE CANOPY ///�� 213000 DOUGLAS FIR OVERO,000CF 25'5PREAD/4915F 49ISF 10000 YELLOWWOOD OVER 500 CF OPEN SOIL;45 CF COVERED SOIL' 35'SPREAD/9625F 9625F OL AM6. DDL16LA$FIR OVER 1,I300CF 2S'SPREAOr4915F 491SP 10001 YELLOWWOOD OVER SCO CF 35'SPRFA 962 SF 962SF f'E EIOSNNG SITE BTOTAL 9825FXI-196451' 10012 YELLOWWOOD OVER SOD CF 35'SPREAD/902 SF 9625F 1. Al TRRS AH7 PLANTINGS TO CONFORM TO THE CITY OF TIGARD DESIGN STANDARDS- PLANT IN ACCORDANCE HTFH SCALE 17 20 FEET 10003 YELLOW WOOD OVER 500 CF 3T SPREAD/9625E 9625F STANDAR 1$ADOPTED BY THE ORM L ND5OTPE CCNTRACTDRS BOARD ICOR}. ALL STREET TREES SHALE HAVE[2]6' LOTS 2LMEA OPY COVERAGE SF MIN PY Low 1W DEEP ROOT&RRIER INSTALLED AOIACENT TO BOTH THE CURB AND THE SIDETAW-IC3. CENTER ROOT BVERd1t L0T1 6V1d8 922 10006 YELLOWY=D OVER 500 CF BY SPREAD 962 SF 9625F ON TREE TRUNK- DOUBLE STAKE ALL STREET TREES. STAKES SHALL W CIF!"PARALLEL TO STREET- REFER fY OF ]0,827176961 10005 VELUYWWOOD OVER 500 CF 35'SPREAD/962 SF9629E TIGARD STREET TREE STANDARDS. r 1 LOTS 5'739 771 1,92A 3790 10006 YELLOWWWO OVER 500 CF BY SPREAD/962 SF 962 SF 2- PLANNNO PLAN MAY BE IOXNIGEO DUE TO MAILABILITY.C057,ONSTTE CONDITIONS,ETC-BY THE ANDSCIWE ARCHITECT �J LOTS 700 755 962 19%1 1=7 YELLOWWOOD OVER SOO CF OPEN SOIL:45 OF COVERED SOIL* 39SPREAD/962 SF 962yF PRIOR TD FINAL INSTALLATION,WHERE AELORED UNDER CITY STANDARDS. U31`45]00 265 1,924[3LL96} 10078 YEUlOW WOOO OVER SOOCF OPEN SOIL;45 CF COVPREDSOIL' 36'SPREAD/982 SF 9625E 3- RETER N.9p TO SUPFUENENTAL ARBORIST REPORT. LOT6 IDD 765 962 19% 4. INDIMIDIIAL HOMEOIVNERS RESPONSIBLE FOR IRRIGATING TREES FRONTING LDTS W LOT6 5100 765 1,924[3&161 100Cg RAYWOODASH OVERSCOCF 31 SPREAD/707 SF 7075F 5, SONSMIIGAR • REFER TO SECTION T2 AND APFXES OF TD'S URBAN FORESTRY MANUAL REMOVAL.STUPING,AND LOT7 I $569 835 920 53%1 10010 RAYWOODASH OVER 5006 313 SPREA617075F 707 SR AMENDED SOTS FOR PLANTER AREAS;BLENDED SOL.PLACE/IENT AND CC4FACON;OREIiED SOIL MATERIALS;COVERED 101111 RAYWOODASH OVERSO ICF 90'SPREACy 707 SF 7075E SOIL WNW PROCEDURES;AAD COVERED SOL PIRCENENT SHALL CONFORM TO CLAY OF TIWD STANDARDS. LOTS 997 750 2,92fi 59% 10012 RAYWOODASH OVER 500 CF OPEN SOIL 60 CF COVERED 9011• 313'SPARER 707 SF -M7 SIF 6. REFER TTI SHEET C205 FOR TRACT A$TLYdtMATER FACILITY PLONINGS- LOT9 675 962 ri96 7. PLANT(2)R'ON6 KINNIK ICK GROUNDODYER 36'D-C.SPACNG IN ALL PLANER STRIPS FRONTING SW 132ND MAZE 10013 RAYWOODASH OVER 5W CF OPEN SOIL:60 CIF COVERED SOW" 913'5PREA DI 707 SF 70751' W 1 LOTfA 4.5011) 675 462{2196 10014 RAYWOOOASH OVER 500 CF OPEN SOIL 45 CF COVERED SOIL' 30'SPREA O17075F 7075F AND �SW WEU lYf�E AIM KjRpG7�p1YY(REFER TSG SHEET CXbc14U BE P PAID w THE ALL LOTH SAM 810 962]8% 10015 YELLOWWOOD OVER500CF 3S'SPREA D/%2 SF 95251' GIEOLNpCOVER A MINNIIIA OF 3'O.C-FROM LII-TI POLES,STREET TREES,FIFE HYDRANTS,AND AROUND VIILM LOT 12 9,500 675 962E2196 10016 YELLOWWOOD OVER 500 CF 35'SPREAD 9laZ SF 9G2SF AND 18'O.C.MIN.FROM EDGE OF CURB AND$EEWALK OR OTHER HARD SURFACING. L0713 4,500 675 962 21% �7 )iLLOWWOOD OVERSOOCF 35'SPREAD/%25; %25F 8. N11LCI[ APPLY 3"CIDER MEDIUM GROUND OR SFREODED WELL-AGED DARK HEMLOCK CIR FIR BARIC MULdi UNDER AND LOT 14 645 75D _ 9 4.5[81A TOOTS YELLOWWOOD OVER 50DCF OPEN SOIL;45 CF COVERED SOIL` 35'SPREAD/462$F 9625F AROUND ALL PLANTINGS. CARE SHALL BE TAKEN TO AVOID COVERING ROOT CROWNS OR FOLME OF PLANTS NTTII OUALIFYIC,MATURE CANOPY COVER 7RALT'A' 002 75] 6 065[819L} MULCH. 10019 YELLOWWOOD OVERSODCF 3.5'SPREAD/9625E 962SF 1 RW BARRIERS;[2]ROOT BARRIERS,MINIMUM 18'DEEP BY 5'LONG,CEMEIR D ON TRUNK,ALONG$DEMENT(AND STREET TREES AND CaROIJNDCOVERS Is>o2o YELLOVVVYOOD OVWSWCF 3$'SP READ/952 SF 962sF CURB SHALL BE PRrn,oEo PER sTRElT TREE. QUM,LFYIXG EUPSTN6 WIIIRE CANOPY pDI¢R IU)21 YELLOWWOOo OVERSW CF 35'SP READ/g625F 962SF 10. A WATER-EFFICIENT,PERMANENT IWATION SYSTEM SMM1LL BE PROVIDED WHERE REONRED, LANDSCAPE CONTRACTOR TO DESCIE0 Dr. ffi SYMBOL DIES BOTANICAL NAME - COMMON.hM,lE —C $BE SPACNG 1OOD2 YELLONWYOOD OVER 5000F 35'SP READI 9625F 962$F PROODE TESICL-BUILD'IRRIMN PUNS,INMING 2GFC IAYOUT.AND CFD'-APPROVED DOUBLE-CHECK VALVE OFM : KAN 10023 ttLLOVVWODD OVER SCO CF OPER SOIL:45 CF COVERED SOIL' 35'$P RDADI9625F 9625E T1- CONTRACTOR IS RESPON/EAE FOR VERIFYING PLAT OMMES IF DISCREPANCIES OCOUR,DEEM NOM PREVAILS APFR(AUT TONOT 5T SUIL THIS SHEEP AREA 10024 SUNSETMAPLE OVER 500 CF 25 SPREAD/491 SF 44751' 02ER rRWTITIEG rmFn. LHECSRI R. WW/ 9 [RNJEATO NOTE 51X18lNEE11 AS NOTED } d AGER 1RUNCANM X ACER PIAANl70E5 SUN:f'I MAPLE B,kB 27 CAL SFgNN 10025 SUNSET MAPLE OVER SOO CF 25'SPREAD/4g15F 4q1 SF ��07/21/14 10026 SUN5ETRNIPLE OVER 50)0F 25'SPREAD/491 SF 44151' AS-BUILT DISCLAIMER: APPRO%DAATECLOSE08OIL VCLIA,EAIE0. 10027 SUNSET MAPLE OVER SOD CF 2VSPREAP4915P 4915F AS-BUILT INFORMATION IS BASED ON A COMBINA11ON OF FIELD vnrsSTr� 4I.SSLSS4.:•� (REFER TO NOTE 5 THIS SHEET) WW2$ VINE MAPLE OVER sw CF 15!SPREAD/1775F 221 SF(125NATIVE CREOIT SURVEY INFORMATION AND VISUAL OBSERVATIONS. THE ENGINEER "y .yygvlyd 18 CLADRLSTIS KENTUKFA YELLO1000 BD eCAL AS SHONN 10029 VINE MAPLE OVER 500 CF 15'SPREAD/1775F 22151'{3-25NAnVE CREDIT ONLY CERTIFIES INFORMATION THAT CAN BE FIELD VERIFIED AFTER ------- INDNIOUALTREEMATURE CANOPY DOTINE 10010 VINE MAPLE OVER90DCF I5'SPREAD/177$F 221 SF1ZSNATNEOREDI CONSTRUCTION WAS COMPLEfEO, AS-SULTS ARE ONLY FOR 10031 VINEAIgRUE OVERSOOCF 15'5PREAD 1775F 221 SF 125NATFVECREDI PUBLIC UTILITY IMPROVEMENTS AND PRIVATE STREET- E)868NGTREECLNOPYOURINE 1L032 VINE MAPLE OVERSOOCF 15'SPREADI1775F 221 SIF(125NATIVE CREDIT 10033 VINE MAP LE OVER 500CF 15'SPREA 1775E 221 SP(1,25 NATIVE GRED] G FT4AXiIIl50%YCARPA'RAYlY00D' RAYW0p60.41 BBB 21 CIL AS5IFDYlI6 10W4 VINE MAPLE OVER5WCF 15'SPREAD/1775F 221 SF 1.25 NATIVE CREPT} I, BRUCE R. BWAWIN, ATTEST THAT THIS TREE TOTAL NETDEVELOPEDMATURE AREA: 7E'100SF.11. 0 WMS CASCARA OVER 507 OF 255PRFAD/491 SF 61d SF 125 NAYIV ErnEorr CANOPY SITE PLAN MEETS ALL OF THE FEYm]R TaTxDIP(COANcwYURErr�cmaDpYARER so,wsF• lom CASCARA OVERSWCF 25'5RREAD/491SF WA5F125NATFVECREDIT REQUIREMENTS IN SECTION 10, PART 2, OF THE 76 CVNNOPf COMER: 40% SEE NOTE 7 233 ARCTDSTAPHILOS UYA-ll� KINNIKINNICK CONTAINER 1 IOL 36"CA. MINNLIIdi GNOPY COYER 4D3: 10007 CASCARA OVER 500 t1' T 25'SPAEAD/491SIF 674 SF(1.25NATIVE CREDIT CiTY OF TCAkO URBAN FORESTRY MANUAL. w�FrT7-II�'w SITE 10008 CASCARA OVER5000E 25'SPREAD/4415F fi1A 51'1.25 NRTIVE CREDIT 2r IN IS BOUAL TO THE MINIMUM OF40%TOTAL OUALIFYIN3 AOANPE A'A1-�III�.JI�/-►L �"'-TR�R 10039 CASCARA OVER 5DD CF 25'$MAD/491 SF 6Ld 51'{1.25HATIVE CREDFF • �1 _��l CA)gPY COVER FOR THE BITE,THEREFORE CRY RECUIMENT$ARE 5NE10L---.GTIES. BOTANCAI,HNIE COMION NNE CONDITION ._,SI,ZE SPAW v ALD - !Ci pr � JOB NUN�9ER NTEOiREE CANOPY F 3�4C}MET 'NOTEWHEREOPENSDILVOLUMEAVAILABLEINPLANTANGSMP5ISBELOWTHEMINIMUMALLOWEDVOLUME,COVERED501LVOLUMESHAVEBEEN B CE LD-WIN,CE 9ORISTL r U7 A.CER l7lCY8ARlll VHE MAPLE B!B T 112' - AS SHONH r06�/06/1� PNN-6666A SHEET '�J USED TO CREATE'PR7H5'TO OTHER AVAILABLE OPEN SOILAREAS TO MEET FrSNIMLIM REOVI FITMENTS. '[-L' NOTE:SEE CORTIN SHEET PCR GENERAL PL*LEGEIU �� 5 RNWNUS Pl)Z%W CASCARA B&B 1 1127�- AS 5HM (�}�) BRUCE R. 6ALDWIN C109 ouT: nn,r11 I )TA- ZW ?POLE 9 000 TAANT4AP T 1 09A6 �' a xzLOT s Mvaos of 2900 5 1 09ES 67TAXLOT 1100 ' Rte' iQ �S'� ¢TA%AIAP 2S 1 099 33��, $5d�'+� 2~ III! FRkeE,RICHARD A TRUST rasa• o � s W LL 1 11 i --- - __ z hl a,n.l L 62 ba nb n:8z n. I I hz 53 D� 11 na L.z t] 3 1 al a3 a a3 nI 1 ha b.3 h3 ha b. 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I l h3 t4 n.l l $TORMWRTEH a,t.2 h2 I �6.s h5 6.s FACUTY �Il2 Il5 5a tiI 12 12 a2� TAXLOT 3200 = a,Az ht L7 n.3 5n; 1 TA%M Lai Al 09DB J TAXLOT 660 I I!hT.,Il,t a .+ l "SUMMIT REW TAAW 2SS D9DB Vi toLOT a D 1 %OCO510E' W W Iy+y TAXLOT 5100 �~//�� DRIYETALY LUMINAIRETA)WAP 25 1 0906 V L 11f81T POLE LOCATION T LOT 130 51LBOL QUANnir.LABEL TOTAL LAMPLIRRIAIRE VTATIS LLF DESLTdPTICN POLE N0. STATIC+%AND OFFSETSIREET83ROLE TYPE a NNL DFTAIL "SIWT RIDGE Na 3' :: 3 L-1 100'N 0.7211_ EASnHG 10OW NPS SHOR(W N/V iLlf 1 9+60.71 10,m RD AVENUE LP-2 6 a_- L P,-2-- +550I SST I OAdO I BETA GREE LED fBRONZEI,30•EYRECT-BURED EIRMN FIBUM AZ POM 25 M.H. a LUST ARM 2 10+38.71[19.00'RJ sw 13ye AVENUE LP- B ROLE 7 L IP-1 I I i I 3 2+32.18 17.0DR S'N HAZEL CREST WAY LP-P C Dosm I 4 3+92.17 17AOTi SW flik L CREST WAY LP-2 C DE510NED BY MTS I I I CALCULATION SUMMARY 5 5454,42(1740'_R} ShY FM{If1 DRW Or. CPE5i TNVT LP-2- M� lI f LABEL __ DF9.',71P_IION CALCTYYE NNTS A" MAX IRI -;21M W N MAX IN 5 20+58.65 17. SW HAM CREST'YAY IP-2 SW 137M0 tRRACE LOCAL - I inti IIIC41 Fe 0.50 1.3 0.1 SAO 1100 JPO .. ...-...__. .. __ - - a SW 133RD AvENUE --- -- LOCAs Ilummmm Fc 0.53 1.1 0.1 5.30 I1-00_ KKR SCURCE LOCATIONS TO BE DETERMIIE'D BY POE,ALL LIGHT POLE W� AS NOTED. SW HAZEL CREST WAY LOCAL Mumium" Fe 0.13 1.D 0.1 4.70 10.00 PONER SOURCES IIAlST BE VERIFIED 11TH PGE PLANS.CHANCES IN POER l DATE 07/21714 SW 13M TERRACE-SW HAZEL CREST WAY I LOCAL/LOCAL INiFA5EC11CN i>rniwlce FC 0.99 1,3 4 a25 SOURCE LOCATIONS TALL REQUIRE AS-BUILT CRANKS, , SW 133PD AVENUE-SW HAZEL CHEST WAY MIERSECng1 .I-rcGH oaD RO0,.._OCAL IITERsEcio W nlrm Fe CLM .1.2 a3 2.70 4.00 gFFSET MEASURED FRpI ROADWAY CTNTERLIIff TO Ct7NTER O PoLE �GlNpE 6 P CHi L.EVEL SUMIMARY ROADWAY M49FICATION VL LBIIFOMTY SW 132ND TERRACE LOCAL ACHE11Ep.0-S91FC A SIM�1,Ate_ p RISZVP� TAUTGET 244 PC AVE 5&1 AVEAN. E` A RENE'kAL OATH 12/51/16 SW 133RD AYENUE ._ Y. LOCAL ---------- 3 . EYED T043 FC 5.3R1 AS-BUILT DISCLAIMER: SW HAZEL CREST WAY LOCAL a4SURVEY FCC AVE 1A AS-BUILT INFORMATION IS BASED ON A COMBINA11ON OF FIELD EW SW 132No TERRACE-SW HAZEL Tu#T z Av- s 4:��-� SURVEY INFORMATION AND V SLiAL OBSERVATIONS. THE ENGINEER tAEST WAY INTERSECTICN LOCAL/10CAL INTERSECCIRINr a 24eA, ONLY CERTIFIES INFORMATION THAT CAN BE FIELD VERIFIED JOB HUMBER SCALE L" = 20 FEET SIX 155iD�VENUE-SH HAZEL NE1pBORNOM ROUIEIL.00AL 2 A S 4-1 ALE IH AFTER CONSTRUCTION WAS COMPLETED. AS-BUILTS ARE ONLY 334G CREST WAmm- Y IHTL REGIA NTERSEC110H AfNIFYED 70 I FOR PUBLIC UTILITY IMPROVEMENTS AND PRIVATE STREET. m o a 3x>e 20 TARGET=AASHTO ROADWAY LIGHTING DESIGN GLNDE TABLE 3-59(200.5) t fxT ACHIEVED=DESIGN vALLE C 110 LJ W W L1 �W Q N a Q z a xQ y U Q N O � a x E� � uPS> Uzi Z p_ c� NWS cn �ao� TTJ_ , STREET"]TNG NOTES W �LLJ aW � H- PROPOSED IIGHI POLES STALL BE PCE APPROVED gi0N7£2-PIECE 9100TH �ff! FINISH QQHPCSITE DIRECT-BURIED POLES KITH 1'- T MOUNTING HEIGHT. PCE APPROVED STUB PIECES v W LGTX Lary LOTYIwrx I me n uel: SRMESPEARE BIIS3Q99N3ELW(39357) U SERVICE GMT 25-sN0-VP(a9a71) � _ _ , rr�erAL� PCE APPILOVID TOP FECES: SHAKESPEARE BHT3099S5BL9901(39,358)[CU 11111 _ �_ •, CMT MD530-F-1pp-52-HS-PC-NP-1B-22(39372)(CU 1112) 0 ❑� 2.MAST ARMS STALL BE PGE APPROVES]a BRONZE TENON-MOVNT$TYLE-ma W M L� LX;MrFttrunE TYVIcu PCE APPROVED MAST ARMS PIECES: N SHAKLSR.AHL CARR-3i-0.7-d2 r WHEDULE.a PVC IF RUN OVMiVND�R ar VAH ONT 1HTI LW30B{PWD DARK BRONZE] (�U Y SCHELHILE 40 PSC IF R{JM O'VBR 1117 3.JUNCTION BOXES SHALL BE PCE APPROVED SPLICE BOXES r R 1 TYPICAL LIGHT POLE CONNECTION Pfd APPROVED JUAN CN BOXES ARE r NE119Sf5 FCRH32418T-00043 CE AL M01E3 SL2 TO HOUSE PEDESTAL ON DIFFERENT LD T S. CLIAZITE A42132418AM7 LOT LINE UTILITY VAS.LT T324H8804(LID)FL-3018[BOX] 1, ALL MATERIAL AND WDRNNANSHHP SHALL OONFORM WITH P-G.E.CPTLON AAMORCAST A60lWTA%18-PGE W SPECJFICATIOfJS ATL MATERIALS AND INSTALLATION SHALL BE HIG HLINE CHA132418HE1 APPROVED dY 4.LUMINAM SHALL BE PGE APPROVED 67 WATT LED,BRONZE LEOTEK GREEN p ALL ELECTRICAL EWMEW SHALL CONFORM TO THE CLNRENT ATxIO r COBRA RKR RES STANDARDS OF THE MAMMAL ELECTRICAL NANIJWTIIRERS ASSOCIATION +"scHEouLE4awe PCE APPkOVID WMINARES PRE (HEMA)AND THE DDIII{IM>TO T E RO UIREMES,TNG THE MHERESER 53VD PETAL[GREE)LEO STR-LYVY-2M-HT-00-E-UL-BZ-S25-AG{-R-LITL-SPX APPLICABLE. IM ADDITION TO THE THE OF THE PLAIDS, N P(�HOL6E STANDARD SPEgFlCAA0N5,AND INE SPECBVL PROM90MS P11 SERVICE PECESTAL S.THE PHOTO CCNTKL SHALL BE PGE APPROVED STANDARD TWSTLDEIL, MATERIALS AND WORKMANSHIP SHALL CONFORM TO TIECIURRENT � W ELECTRONIC 105 TO 300 VOLT CONTROL REODL�MENTS OF THE NATIONAL ELECTF9k CODE(NEC)THE NATIONAL ELECTRICAL SAFETY CODE,STANDARDS OF THE AMERICAN NATIONAL PGE APPROVED FHOTOELECIRIC CONTROLS ARE, STANDARDS IN5P1L11E(ANSI),AND ANY LOCAL ORDNANCE$WHICH MAY Q ma ACUITY BRAND(DTL) 0124-1-5-1704 APPLY. Z ' S.THE WRING FROM THE SPDC£BOK TO THE LUMINAIRE SHALL BE PCE APPROVED 3. NO UTILITY INFRASTRUCTURE IS TO 8E LOCATED WHIM CINE FOOT OF A 4PMr FIXTURE•Tvplcnl 01OAWG,800-VOLT,TYPE THHN, 9JRVEY MONUMENT LOCATION SHOWN ON THE SLIRDIV1SON PLAT PER }ES ❑ ORS 92.044{7) V Z C TYPICAL LIGHT POLE CONNECTION H 4, COORDINATE WORN 4ATN LORRAINE KATZ WITH PCE AT 505 570-1107 J Q SL2 LTO OT LIN SE PEDESTAL ON SAME N-T.s. BLACK(GROUND) RED[HDT] TO DETERMINE POKER SOURCE FOR TFE STREET LIGHTS ) LOT LINE GREEN{cRouno) N W J W _ � a rn w DRAW!Sc MTS CHECKED W. 'PC . AS NOTED RATE:07/21/14 (all 11 AS— DISCLAIMER: RENEWAL MR,11/51/15 NEimm AS—BUILT INFORMATION IS BASED ON A COMBINATION OF FIELD SURVEY INFORMATION AND MSUAL OBSERVATIONS. THE ENGINEER ONLY CERTIFIES INFORMATION THAT CAN BE FIELD VERIFIED Mpg tauugER AFTER CONSTRUCTION WAS COMPLETED. AS—BUILTS ARE ONLY 3346 FOR PUBLIC UTILITY IMPROVEMENTS AND PRIVATE STREET. SKET 0111 t3• W }�rr W V �W N C) Q Q - Z C I11 ao TAXLOT 1000 I I TI i�TAPP22S I ooMDE�� I i I l I TAXLOT 290D TA>;AIAP 2S 10906 6 $c '2-� S r LOT 67 Sgt I 1 TAXLOT 1100 { 1I I a ?« W i TABRAAP 2S 1 M9 _ 4 FRANZKE.RIONARD A TRUST } �. a g _ ��-- O- da } I� 0 TAXLOT 3000 T7o ma r�W2 LOT 8 � 'SAW Roce•A � 7I ; 7 B S 4 3 2 1 1 W 10 � } I Z TAXLOT 700 1 I T i ` I I E II C U TAOASP 25 1 0•9VB ASSINGLESINGLEEkE WATER'WOODSIDEFOT Tm f'SERM RE I C!3 - `--a-- - - }-------= - - ---- ---- - - ----------- - CD - ---------- -- - - -- I • E TAXLOT 3500 cy VI * I TA%AIAL 2510968 /yQ� 1 I LOT fib W _ _. 'suFrrr Imo• ''^^ o 6•SANITARY MAIN S H LC EST WAY N�,cc I cc I ■ 1 e. „Y .r ,,,, 12'STORM 1WR —t — ; ,'"' FIX Hr➢RANI 11 FIRE HYDRANT 8•WTERR MAI ' NE a 1 CPASETI I' DRI4ETA1 r a l 8 9 10 11 12 iS 14 \ I J l 1 I III I TRACT A' I u i I 1 I I W I 6'1AY71ATER FA 1 I p1rY � I � 1 1 f TAXwAP02S 1 2m I' TAXL07 800 1 I kYy I k SUM4T ID a TAW0 l 2S 1 09DO LOT 6 ■ •AOMSIDE• o ! I I TAXLOT 900 TAXLOT 5100 1 GRAVEL I TAXLOT 5000 ` DRIVEWAY$ TA%MAP 25 1 09DB iA%MAP 25 1 OBOE iA1@IAP TS f 09p6 I II 1 ERADFISH.NORMA J LOT 130 SUMIITLRU�xa s "SUMMIT RIDGE NO.a• 8 1 13 1• V I .. -- La er MI5 1 I f I I I I r a>, rrts I I 11 I acx�n�: Am 1 k I i AS NOTED g DATE-W121114 rF+RN�E'R ll. RUAWAL DAX-030/15 s AS-BUILT DISCLAIMER: Kmsoc AS-BUILT INFORMATION IS BASED ON A COMBINATION OF FIELD SURVEY INFORMATION AND VISUAL OBSERVATIONS- THE ENGINEER ONLY CERTIFIES INFORMATION THAT CAN BE FIELD VERIFIED roe nurFs3ER AFTER CONSTRUC11ON WAS COMPLETED. AS-BUILTS ARE ONLY sanrE 1" 2a TBar FOR PUBLIC UTILITY IMPROVEMENT'S AND PRIVATE STREET. 3346 ao o e 1e e w SIIFET 0150 im W� W SEQUOIA HEIGHTS ao STORM SEALER COVER SHEET SG; a . Ms-, Ex SE I W Iii ! Zg 8 1 1 7�1 LLJ STORM SEWER CONSTRUCTION NOTES o Q 6 1.ALL CCNSTK"ON Ari MATERIALS SHALL ONIPLY VATH THESE FILMS AND THE APPUCABLE REOUIREMENTS OF CLEAN HEATER � J a O EL ,g4, SERVICES OMM AND CVIS 0710+STANDARDS REO 07-Y0. I dd F o Y.STORM SEVER PPE SHALL BE AS%OMEN DN THE PLANS,OR EQUAL IV APPROVED N ADVANCE,N WRITNG BY CYI5. $� ALL.'1 7 6 5 4 3 Y (11 M O 1 §1 3.PCLYVINVL CHLORIDE[PVC}PIPE SHALL COIFOIN TO THE FIDZIREMENTS O ASTM D-S0.1W,SDR W(4'-15'],ASTM F-879 SNR 34 Lit m I � N [18'-2d•�As1Y C-9DO 0-174CR19(4'-12'.A51M C4D5 D-178CDRis[1R'-,24'y GASKET$SHALL CONFORM TO THE REOLREMENTS � E � EFA I 0,477 AND ASTM D-3217 ch C1� �j f�l� - JJI4-DUCTILE IRON�DI]PIPE SHALL COFORM TO THE REGME ENTS OF ANSI A21.5�1 CR AWWA 0150-1.CEMENT UNED PU91 ON ` �SAN EtCf1 T WAY YJOINT.THE MINIM M THICKNESS CLASS SRAL_BE W55 50[UPTHROUGH 1Y DIA PIPEy AID CLASS 51(14'DIA.AND LARGER PIPE1.5.CONCFETE PIPE STALL COIFORIT TO THE REg6EMENTS OF ASTM CI4 CLASS 3(Noll-RENFORCM CONCRETE PPS�]],ASTM 074 CR- s�.- -..._.• C1i55WALL B IFORLID CONCRETE NON-PRESSURE PPE],ASTM C3BI[RBNFptCfD CONCRETE LOM NERD PRESSURE PPL"}.rASKEiS CW[�SHALL COIFUiiI TO THE RE011RElENTS GF ASTM 0443. O6.THE CONTRACTOR SHALL AT ALL DMES ABIDE BY APPLICABLE SAFETY RIDES CF O.SH-A.AND IN PARTICULAR THCSE PERTAINING TOADECUATE SHORING AND TRENCH PROTECBON-9 IG 11 12 13 14 TTA' I 7.THE CONTRACTOR SHALL FLUSH TFE ENTIRE SWRM SF ER SYSTEM AAD H]EO INSPECT ALL STORM SEMR PIPE.A COPY OF THE STCRMNATER g REPORT AND HDED TAPE SHALL EE SUBMITTED TO CMS.FLEMBIE PIPE MATERIALS SHALL BE CEFLECTON-TESTED BY PULLNG AN FACELTY `,��e APPROVED MANDREL.THROUGH THE COMPLETED PIPE LINEo 9� 8 IF DURING THE COURSE OF INSTALTNG UNDERGROUND UTIUTFS GRAN TILES ARE ENCOUNTERED,THE CONTRACTOR SHALL NOTIFY ',i M Ocy ;ETHE DE4GN EHgNEER AND ENS TO DETERMINE HOW THE TEES Ni BE ROM. a•.• Yi 7 9,ALL STORM 5E%ER TOPE E CON ISM S CATCH BASINS,MANHOLES AHD OTI CE RELATED SiRUCNRES SHALL BE PATER TIgf1 AS TA%LO1T S.TOD Fflt GEMS REODREIELLTS.THE COHIECTIGNS SHALL BE FlHSlEO NTH PORTLAND CEMENT GROUT. O TA}LOT SCO T�LOT m� � � — - HCL THE CONTRACTOR SHALL KEEP RECORDS OF ALL CONSTRUCTION THAT OFFERS FROM THE APPROVED FLANS AND SHALL MAINTAIN U¢g RECOFD DRAMNGS'DURING THE OOIGTRUCTICN PERIOD.'RECORD DRAWNCS STALL BE SUBMITTED TO THE ENONEER AT THE END OF a gs I THE PROJECT. r� I I 11.THE CCNTRACTOR SHALL NOTIFY THD PROJECT ENDNEER 48 HOURS PRIOR TO THE START OF CONSTRUCTOR AND ANY STAGED 4 INSPECTION. P SITE MAP 12 MANFWS SHALL BE PRECAST CONCRETE SECTIONS MMTH MITRAN INSEE DIAMETER OF 48 INCHES.CONFORMING TO THE RFaIIREMENT5 OF A5TM C-4GTH UCEPT AS NOTED ON THE PLAn PRECAST MANHOLE KSERSPS TOAND BASE SHALLHAVE A MINIMLM COMPBESSIE STRENOF 4000 PS,TCFS SHALL BE ECCENTRIC CONES EXCEPT WERE FLAT TOPS ARE RF-0IJIRED PER 1 =6O STARtlMD DETA4S.POURED IN PLACE MAHHOIES NTH A MINIMUM COMPRESSIVE STRENGTH OF 3100 PS MAY BE SUBSDTDTED 13,AFTER THE CONTRACTOR WAS BA(7OTUPD THE PPE 7M OF THE TRENCH AS REQUIRED,THE CONTRACTOR SHALL THEN BACEOTLL THE BALANCE OF THE TRENCH.NTH CLASS'B'CRASHED ROCK,IN ONE FOOT[1]LAYERS,MECHANICALLY OOMPACDNC EACH LAYER TO 95%FOR TCP 4'AND 90%BELO1r 4'WHEFQ CLASS'B'BACKFILL IS REQUIRED AND 9=THROUGHOUT FIE CLASS'A'BACICFLL AREAS PER AASHTO T-99.ANY SU13SFWENT SETI_E ENT OF THE TRENCH OR DITCH CURING THE GUARANTEE PERICO SHALL BE CONSIDERED TO BE THE RESULT OF IMPROPER 03FAC11CN AND SHALL BE PROMPTLY CORRECTED BY THE CONTRACTOR AT NO E*E NSE TO THE DtSWT OR THE OWNER. 14,UNLESS ODERWISE SPEWED ON TIE PAINS OR DRUM BY THE PROJECT ENU EER,EACH SERVICE CCFINECTgNSHALL BE LAID 7 W IN A SEPARATE TRENCH ON A STRAIGHT UNE AND 13RADENT FROM THE TEE TO THE END OF 14E SERVICE CONNECTION.THE SERVICE U r CCNNECADI SHALL BE INSTALLED NTH THE SOME ACCURACY AS THE MAIN TWER_ SHEET INDEX 15 RREOTOH EACH SERVICE COWALL BE PLUGGED YNH A RUBBER RING PLUG.A Y%4'MAROR PANTED WHITE SHALL BE PLACED AT Z THE END OF THE PIPE TO A POINT ONE FOOT(1']ABOVE THE SURFACE CF THE MA ND.A CETECTAKE WEE MAC�NEDC TAPE f1� =1111117% 'TFIORCURAIEC MITE STORM SEWER RW ON OR SOMAL NTH THE WORD'STOAT'AT REGULAR INTERVALS SHALL BE PLACED ALONG LL 0200 - STORM SEWER COVER SHEET AND NOTES TFE SERVICE OOMECDON FROM THE MANLID TEE TO ENE GROUND SURFACE W rA ii 16.IN EASEMENT AREAS ALL MANHOLES SHALL HAVE TAMPER-fROOF UDS PER CBS SPECFICATIO45.OR APPROVED EGUAL THE RM C201 - STORM SEWER 'A' PLAN AND PROFILE SHALL BE TWELVE INCHES(12')ABOVE FINISH RUDE 17,THE CONTRACTOR SHALL AT ALL TIMES PROVIDE AND MAINTAIN AMPLE MEANS AND DEVICES TO REMOVE AHD DISPOSE OF ALL W Q C202 - STORM SEWER '8' PLAN AND PROFILE WATER 9s�R STHE TRENCHATERE AND DDUURI�LL�DISPOSED OF LAYING µTHE PAPE.WATER D DEBRIS SHALL NOT ENTER INTO THE F A L C204 - STORMWATER FACILITY PLAN LII r 8 STOFM LATERALS SHALL BE WHITE. W C205 - STORMWATER FACILITY PLANTING PLAN T ALL SETTER WE'NTH A MINIMUM OF FOUR FEET OF COVER FROM FINISHED GRADE SHALL BE PAC,SEAMLESS CONFORMING /1r W C206 - STORM SEWER DETAILS O �C2n0 Q7 - STORM SEWER DETAILS 20-ALL SMTORM SEWER PIPE NTH A MINIMUM OF FEET OF INTER FROM PIKED GRADE SHALL BE PVC C90D. L rA L2VV - STORM SEWER DETAILS 21.AL LESTORM SEWER PIPE NTH A MINIMUM OF EB-INCHES OF COVER FROM FINISHED MADE SHALL BE DUCTILE NON(DI)CLASS 50 r V/ N o MTS MIS IRW BY CnEtkfO 6r: AHH ATTBNIM EXCAVATORa AS HOED LITE OY�21 4 OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET a FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU seE AS-BUILT DISCLAIMER: MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER BY AS-BUILT INFORMATION IS BASEQ ON A COMBINATION OF FIELD CALLING 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE ° ° SURVEY INFORMA11ON AND VISUAL OBSERVATIONS. THE ENGINEER RULES, YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE w ONLY CERTIFIES INFORMATION THAT CAN BE FIELD VERIFIED CENTER AT LEAST TWO BUSINESS DAYS BUT NOT MORE THAN TEN Rwom DAIS:6j'W/45 AFTER CONSTRUC11ON WAS COMPLETED. AS-BUILTS ARE ONLY BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL FOR PUBLIC UTILITY IMPROVEMENTS AND PRIVATE STREET. 50246-6899, JOB NUMBER 3346 SHFFT C200 SCALE f 20 FEET cc 8L cc 20 e BzISP y Z CL x_ q a= n ¢ j r aa- -MA I MA 0$ �� to C-4 0 n f aCC TRwrw i!f FA.aLITY 1 © Z q m[I] cn ui 1 F J ; .. ♦ '4F 51!,106090166 _�-- -------- STM A r STM O,w - - - T—cUr PER QW1 * N L.) W.NCL 600 - _ o . IX SBI W 00➢038 I -S9 I 1 21+00 �U` _ - - - M- - - - --_ - sem - - N - - - -s _. - - - - WmE� SW 132N ERRACE V} ~ STM A STM A 570 CLASS'B'TRENCH BACKFILL CLASS R TRFJKH __ S70 . PER m UNG.ND.%0 BWOLL PER CWS 0 H0. 565 565 a 560 560 555 555 a IF ED ACE 550 — - - 550 a snNc B uJ 545 545 CT RET Tr pnl 4 PVC 9 ,l STR11 RE DETAIL u- 540 540 --- --- Q11i540 cc ` IE :546.2(I7'SE) LJJ p 535 f 3� LIH. 182 _ AISTA ANn PAG 0 {.+ 535 4B' PER AIL q PI:546. 53091:1k sTi W STA B+ .28 5 A '�RR IN:54.55(1 11) V J 525 AAI: 1.70 1 525 STA t 84.41(}90) 13X TERRA E M 520 - 520 LL 'IE IN: 16 2' IE IN: 19 Iw F79 NGH] p 515 515 510 e $ 510 VJ STY A Yrs FICK.. EPWI YIS VERT: r.10-' ALL PROPLE ELEVATIONS BASED GPI PPE CHECKED Of AHH CENTERLINE UNLESS OTHER94SE NOTED AS Nip � DATE:07�21�14 1. TRENCH BAMLL SHALL BE C4AaMi'6'3/47-If ORAHIIIAR WITHIN STREET PER C.W.S.DWG.NO.560. 2. CATCH BASINS ARE TO BE STAgEO CENTER AT BACK OF CLRB, 0 3. AREA GRAINS SHALL BE T11°E II AREA GRAINS PER CWS WYC _ NO-780- N 4- CAM BA9N5[CCr2)SHALL EE PER CNS OIYG N0.700 AfEI RENEMAL QATE�6�Ep115 71a AS—BUILT DISCLAIMER: aeA STORM LATERU P1"RNExs MUST BE"ITE AS—BUILT INFORMATION IS BASED ON A COMBINATION OF FIELD SURVEY INFORMATION AND VISUAL OBSERVATIONS. THE ENGINEER ONLY CERTIFIES INFORMA11ON THAT CAN BE FIELD VERIFIED IpB NUMBER AFTER CONSTRUCTION WAS COMPLETED. AS-BUILTS ARE ONLY 3346 FOR PUBLIC UTILITY IMPROVEMENTS AND PRIVATE STREET. SHEET C201 8 I W• 1i 3 ! 1 1 1 gIC LU I a1j1 �� 7 6 5 4 8 2 ! g l 5 3 s IQ 0 I� ai f II a 1 ;❑ ` p e � o �I � x I My I I R Ir CB 090190C 1 -�---- ----------- - - ---------- - - ------------ - ----�--------- -- - ---------- r STM CAZ � I _ •'�� I � € ��gv�� "� S H LCREST WAY 4 3 Z u. ...1 +002+00 3+ s« �v. �..,YHOBDI r 1 0 I - 71 a + 1- sTYc6To9D1ax I oUJ� i 4 1= III .W LtC STY YH 0901 I �# r,� ,� "..?,'•. # � a,.. +• � 5>1.1-CB09018g �2 r ....p ' .-•t--- -----.:--- - - -------- -- ------- --- -- -------- ---� - - ------_ * -P�y LCI�EST� m o I � - 12" - j i i f ,• STM B -� i ti � ' � � ERAVEL� ; l , U) - D(6VtiWA I ` ,x SIM MH 090187 � _ � � � J I f - ui I I � 6 9 10 11 12 18 14 I1 i f Q QU 5TM C fir: � I TI 1 n i I f STORTTEA NI7AR STIR BB Sm BB W In 580V/CLASS R'1RE14CN 6ACKFlLL Gyg55'A'FRENCH 580 PER C15 D H0.590 BACKFILL PEN CWS 575 DIL;,HO.590 575 U Ii 570 570 EASTI G GROU -� -- _ Sfi3 HNIW WAM 565 WA CH E -- - - INSTAL MR 7TE 560 560 1 4"SAN 0. 4 SAN �8.SN! E P 72 sm - _ "SAH NEAT y 555 Q 5�. 17 PVC -]03S � - 1 R 35 =61.01 =Q. L=45 S=C-0 99 550 9111 MH OX 89 8"54N SCALE 1" = 20 FLET 2 545 SiEI 48'NH T I - 545 m6W6R $ L91 188 28 6 8 12 M 20 STA 14050 5_WR)SN H CREST MY S 48M W 18* J 540 =ST 4+57.7 STY II _ 540 LL -S 0+06. SIM 11 4+56- (S-90')SW H NAY •557. M W 535 E 554.3 12'5 A 11 46 SIM 9 QS W J E R554.7 {12'L7} 535 _ E -558,2 {10`1} B LEAq E T:5 95(12 TA OR .45 S B 530 -(12 IN: 47(12 j Lim LL I 1N 55108(10 �C8 L v 525 g g w a HCLt2c1�1"-�20' (n VERT:i'-10 .ALL PROFILE ELEVATIGINS BASE)ON PIPE CENTERLINE UNLESS OTHERIISE NOTED MM I.L 0 CATCH BASIN TABLE STORM SEWER LATERAL TABLE CB RIM IE OUT SUMP RPE SLOPE LENGTH OS NR 97AL ON&OffSET AI-I,IIMENT PPE TWE LOT STATION PRCN DOWISnREAM PIPE DIA/TSPE LENGTH SLCPE DEPTH S IND IE IN RENO IE 0MANUNE YIS SOE C0 09D185C 557.29 552.02 1.53' 10' 0.0306 30.88 LF SFW MH 090157WQ 5+39.91(17-75'L) SN HA2ELCREST YAY PVC D-3034 SUR 35 1 6+05,22 STM Ell 4'PVC D-30 39.5 34 SDR 35 5 0.1271 5.20 55+.86 549-85 STY 08 MD186C 556.88 551.51 1-53' 1D' 0.0304 25.63 LF SIN MH 09D987W4 5+4284{T4.50Ti) $W HAZELCRE57 WAY PVC 0-3034 SDR 35 ONE Q N AM NOTES 2 0438.56 STN 81 4'PYC 0-3034 SCR 35 41.19 C-1406 5-CB 55$.92 550.13 AS HDIfD 1- TRENCH BACKFILL SHALE BE CLASS'S'3/4'-D'GRANULAR Sm C8 OB0190C 589 BO 564,551 10" 0.1395 45.02 LF STM MH 09018910+3049(16.50'R) SN 13MD AVEHLE PVC 8-3031 SOR 35 3 0+3250 STY 62 4'PVC 0-3034 SDR 35 39.00 0.1359 592 556.08 550-76 RUE:07/21/14 M11HIH STREET PER C.13.DM NQ.390. 'CATCH&4517 RIM ELEVA H BASER ON TCP FACE OF CURB 2 CATCH BASINS ARE TO BE STAKED CENTER AT BACK OF CUM 0+90.50 STY B2 4'PVC D-3034$DR 35 39.00 0.1351 &29 556.73 551-46 1 5 1+50.50 STY U 4'PVC D-3034 SOR 35 39.00 0.1526 &05 55&1$ 552,17 6 9 3. AREA IXtAIHS SHALL BE TYPE R AREA DRAINS PER CWS O4LG H0.350. 6 2+10.50 STY B2 4'PN;D-3034 SDR 35 39.00 0.1577 6-29 559.02 552.87 4 CATCH BASKS(CC-2)SHALL BE PER CN5 DING NO.300 AND 7 2+70.50 I STY B2 4'PVC D-36k SOR 35 39.00 DAM 5812 560.91 553.57 310. 8 2+80.50 STM 62 4'PVC D-30M SDR 35 29.00 0.0578 9.78 555-37 553.69 A R K' 5. 71)%LATERALS MAWERS MUST BE T11HE, AS-BUILT DISCLAIMER: 7KFLWIA DA1Er c/m/15 A5-BUILT INFORMATION 15 BASET) ON A COMBINATION OF FIELD 0 2+36.50 STM 02 4'PVC D-3034 SOP 35 29.06 0.Q52B 9.32 554-54 -,sin REASONS SURVEY INFORMATION AND VISUAL OBSERVATIONS. THE ENGINEER 10 1+50.50 STM 62 4'PVC D-30.36 SDR 35 29.00 CLM50 9.54 55125 55252 ONLY CERTIFIES INFORMATION THAT CAN BE FIELD VERIFIED N 1+20.50 STM 62 4'PVC D-3034 SW 35 29AG 0.0227 936 55248 551.82 AFTER CONSTRUCTION WAS COMPLETED. AS-BUILTS ARE ONLY 12 D+7a5Q STM E2 4'PVC D-3A49R 35 2900 O,OI51 019 ss1-sa 551.24 JOB NUMBER FOR PUBLIC UTILITY IMPROVEMENTS AND PRIVATE STREET. 3346 13 0+20.50 STAT B2 4"PYC D-3634 SCR 35 29.00 0.0203 d75 551.24 550.65 44 0+2807 STM 01 4"PVC 0-303+SFA 35 1 26-90 1 0.014+I BA6 550-43 550.04 r'H-� c"d �]' W 2� 7� W F V �W 7 N� Q C7 W � T Q z v z N Q C 'rn W N f w ST CLLI STM ❑ _ �'i i W _ ----------------- -- - --- -33RD AV NUE sly aa�990,6+50 94,00 ,C+ JYY 1 ,1+ Lfi o9a191 .� �. P STM CB 091940 [b � uj - - - STY A9 09914114[TYPE 1] — Q J GRADE iwxo9R�Ac ro wrAw f 2w I { / ---------------- ------------------- _n s-^ r ^- �+Q N .' ->- CS 09D190C L.7 J C� o SCALE 1' = 20 PEEP , Q 2D D 0 12 to 90 STM C STA1 Q 590DLVSS'B'TRENCH BACKFILL CLASS'B'TxFTICH BAG6LL 590 PER M W.Na M DMG-N 599 AL a 580 580 a . 575 575 ❑ W 579 570 2 J . 565 FlNFME GR 585 8 SAH L V45-'t5 4'l STM xN 090 N 7425 589 v fb� SLA 11+00-2 X5,00,SN t AvD UE CC Lai . 555 '^-- 555 12' DR 15 L=97.19 S.Q 7 IN:57117(1011E) LuLu E Dut 55 00(12 ) Sw 1N MN 09D 93 Sm MH W Q 4B'FIAT-T MN 546 Poll: B.fiE 845 +� 57F 8+97, 500'R]SYV 133 D AVEH STA 1 03(on) H Y V J 9+97.9 SW =STA 57.97 STM B R= � (12.1STF 540+09.00 STM 91 TRENCH&ICffLL SHALL BE CLASS 13'3�4'-tlGRANULAR IE T:554 WINN STREET PER CPRS DYA7-NQ 59Q IE IN:1554.37 12"SI 2. CATCH BASINS ARE 10 BE STAKED CQIIER AT BAG[OF OURS E IN:558.27 10YI(1E]] D 2" S NaAR19 SHALL BE TYPE 9 AREA DRAINS LER M M530 E W 554.1 Mo. S $ R 53 g R N ± I A 9 t I 3 3 A CATCH BASINS(Cr-2)SHALL BE PER CK OY15 ND.300 AND SND STM DSTM D QQMD fff, YTS 310. HOR2'1"=20' N q1! YTS S. STORM LATFI7AI S YFRNERS MUST BE YNITE VERT.1'=TO ALL PROFILE ELEVATIDNS BASED ON PIPE CHEOM BY: FHH UNTERUNE UNLESS OTHERINSE NOTED AS N61E6 DF7E 0721114 PQ OMIRACTDR TO POTHOLE EASTING UTILITY PRIOR TO STARING CGNS7fW1ION AND ORDERING WLTERIA S. CONTACT PRMCT ENGINEER IF C'CNFUICT EM75 I 4. 6 CATCH BASIN TABLE F+ NpE.R K. CB RIM E OUTtSlWNPE SLOPE LENGTH 05 YH STATION A CFFk AUMMENT PIPE TYPE KNCML DATE:"/15 AS-BUILT DISCLAIMER: STM AD 090191N 5747, 571.8 a5694 24.42 LF STY MH 09DIl T 11+2,76(18.50 ) SAI IMRD AVENIS NOD W to mmmAS—BUILT INFORMATION IS BASED ON A COMBINATIION OF FIELDSURREY INFORMATION FIND NSUAL 985ERVATIONS- THE ENgNEER STM CB 0901940 55850 5552O.W62 38.11 LF STM MN 09D193 &PB6.50(18.5tlR) SEI 133RD AVEH,E C900 CR 18 R ONLY CERTIFIES INFORMATION THAT CAN BE FIELD VERIFIED 'CAM4 BASIN RIM EI.EVATICN SASH 04 TOP FACE CF CURB AFTER CONSTRUCTION WAS COMPLETED. AS—BUILTS ARE ONLY Sae NUMBER FOR PUBLIC UTILITY IMPROVEMENTS AND PRIVATE STREET. 33* SHEET CC o6 0 (]W 2� W� �W H N� R B . 570 $70 B B 570 Q O e o e. 55D 560 580 - PUE 560 SIDE%LK 0- PE POND NOTES: _6RY RELO (') L POND WE SLOPES:3:1 m C&Af7E 4th S ERETAIN G nXG(7l" o-7P SEEFOR UEEAr _ N W WP OF POND:551-25 ----- TOE OF POq!547,85 . C072 FOR DETF s ■ GROUND ��' r CD�•H V/ 25-YM ELEV.549.97 — �—� � O EAR ❑ TCP iOF BASIN - ------- TOP OF E 2. DYYIRETRIIRE. AIE POND BY I'AND ---YRREPLACE MTM APPRpTOPSOIL 25 ILEV 2-SR EEY O`� r4gS N, 5SO 550 — _ — y 550 N . =wk' NN3Ek CU ELEV NA R OUCTY ELEV i C,C] ri Y - Jj POND Bar H A0Tf0N FlN6 EO(Rc ADE w N i "L� r 7►— '�� 12. I f J f -----_ TOP 13F D ADsrarACE TOP OF DEAD AQt a 4 LJ 'E• ~_.~ 1 CcwuRNCT cu LET FLOW Z,,,•, CONTROL [/) STRUCTURE 7[)fiE PER a �$ a CM DIF.N0.720 r 558 / I' \\ 510 540 540 590 o V d YCD tR NGTALL 4'CHAN WK a oM CD FENCE PER G%5 DNC.N0. ¢ 0400 0+20 0+40 0+60 0+70 0+00 0+2o 0+40 0+80 :II('; W W 0 ROC1[ERY RETAINING SHEET 0072WALL 740 , - PFR SHEET 0072 A-A �J B-B cn D G'9OHI OBSTRIICTINC ♦ XISTA�LL a'CHAIN LINK I HOR2: 1'= 1 Cr HORZ: 1'= 10' R29E PER STREET Ff1gCf PFR CrWDwc.No. VERT: 1"= 5' Q SIGIr/NG PLAN..- - - - 740 '� VERT: 1"_ _ •I I CONSTRUCT A�PHALT 570RHWATER FACILITY ACCESS 7SP ASH P D CLASS 50 RIP RAP � ] F' 'S'LEVEL 2,1/2'DENSE GRADED HMAC(TWO UFIS) ... �. SPLASH PAD DIMER VEE 500x r� OYER a 5/4'-0 LESIIING COURSE Gf0iES11LE OR APPROVED EWAL PAID IN f \ DYER V 1-1/7'BASE COURSE F:54172f ♦ OYER MIRAH 500r CEOTEA'7LE OR EQUAL i ACSW.552.21 J AHO TD Qq PLATE A."STAINLESS STEEL CHAIN OR CABLE TTACHEO .. f J S CTDPE AS APPROVM LHAN OR CAALE rn--• INSTALL 2-C TETE SV■NGNG SLOT SNrAL 6E av BE SMALL ENOUGH m Avow _ "� ` OWH LH4 GATES LT:NIFRE➢ 1'%5 KArE TO m REM FPLM /'ill` OYER A PER CY5 D%r [FNTBR>CO KATE AND,oxX m m MANUFACTURED ° I4D 740 I (YArCJI 7 I SBE FROM V NOPE CR U6'STAIHUM STOOL L _ I N11VI SLIDE OF BASIN] r � I I Tf7ACT A' PC�SA 59D 98 :-:A SECTION AW OVERFLOW O 1LET HIM E Ely 549.90 J Fr1�RY / COR�W GYAf IMU WATER SLOFACE OEVATONTDF GF PCNOOV4 9W -.� 3'YIMmUu _ _ ELE1t547.&5 I - - FMnAE:CFAiE FER "a �manrt Pow euM� a prlc qv0 A• A- Hare nleFlcF size r -� MAN OUTLET RM ELE1^.548.55 anFKE TON EUEYI - MON N1ERT OF a+na m -� law wieY SPACER REes! INiFRi OF POC. NULIIPLE GRIMMNIRC i - S70M SlIvEP OUT S 1 FATE AND � W d - ��""• CONIRCE UL5ITNC RE TRXT DOER TTH6�IID.nO� aNCBcrt TO-LL wT, Pv.1C THNPUSS•I/+' ■r "7, q' STANLEMS STEEL RISEN XD-720 CLAW INC 2'MN.STAHESS 11■9NN11A TOP OF F9POND / ' E OUT:540.432 a siE¢iHpiaa D,rWiau uuOoF ill-F-III R'f/l� TOP WIDE - ' 2 PLACLS. 'iY GRATE OHO 5 S07 CBSTtl1CTMG a �' • ,q ID•WNWM cc FENCE PER SEREST • e' ] f i SIGNING S PUN , a f _ i °::. `�.L, '-�'= O 8 1S' SECTION A-A `V 0 CLAMP DETAIL a L/ _ -rJ ORS PHIL& 12 s91n 2LIN. APPROVED EWAL . P%I-�STAPIEss SREL BOLT. m!h: MIS OWN Br- NIS CWDfED W. AHI ce PLATE OUOE SHALL FIT 5TOP - ND�EI AS NOTES ' OATS A D INC BOTTCY CHANNEL GATE'07/21/14 1- SIZE LARGER PIPE AND TEE SHALL BE NG.6 OR 8'AYTWA C-900 OR A57AI 3034 PVC,AHO CRIFICE PUTS WOE - 2, 512E LARGER THAN THE ORIFICE OPENING. ' 2, MARMUM ORIFICE OPENING SHALL BE 8'DLAMETER- 3. STRUCTURES SHALL CONFORM TO STANDARD DRAMWC,NO,390 DITCH INLET. NOTE, 5� $EQ 4- FRAME AND GRATE SHALL CONFORM TO STANDARD DRAWING NO-400,DITCH INLET FRAME JF SELF TAPPING CCa1C11E1E FOR MULTIPLE O Q[APPUCATICN AND GRATE. AxCHC�PRLAlPS�L7 A S MIN.SPACER I$REQUIRED AS A5—BUILT DISCLAIMER- 5. PLATE AND rUIDE SHALL BE$ECURED FLUSH AGAINST WALL OF STRUCEURE AS APPROVED- APPROL D,E01N SNpyH.SPACER TO MR'CH PLATE WICE *THPN %1-X'SiAIIM1ER3 SIEa pIMLN Qw$.WDTH.Ma'FIAL +� ; G. FOR APPROVAL ACCESS AL REWIRED TO TURIES 10• S CENTER M1.7. BOTH STRUCTURES- T• KITH A TINTER RIGH-:IAL � A5-BUILT INFORMATION 15 BASED ON A COMBINATION OF FIELD 7. PVR APPROVAL DF ALTERNATE SIRDCTIIRES SEE SECTIO4 1.17. SURVEY INFORMA11ON AND NSUAL OBSERVATIONS. THE ENGINEER oEe K. ONLY CERTIFIES INFORMATION THAT CAN BE FIELD VERIFIED RucwAi DATES 6/30/n AFTER CONSTRUCTION WAS COMPLETED. AS-BUi_TS ARE ONLY OUTFLOW CONTROLORIFICE PLATE r mss° FOR PUBLIC UTILITY IMPROVEMENTS AND PRIVATE STREET. STRUCTURE C�vIt 5e�vioes AND GUIDE C�eanwA,-r Sexvi a DRAWNG NO. 720 REVISED 11-08 ONwMORMbiuc pa „T I,Ry,F DRAWING HD.730 REVISED 12-09 JOB NUMBER SCALE 1" 10 FEET 3346 a o Beau SHEET c2o4 a Ww� �U �W F N U Q [7aI W �Q Z s a z z TRACT'A'STO RAINWATER FACILITY o S71BOL ORES. BOTANICAL ROE 9NMON NAME SIZE CmTj2! -�PKINO $ i z D TREES[TOTAL 15} ' � RED FiONERING CIARRAR[,I GAL(IMP] � �.� i W LL UOLDR-AME SPBEA,_r 10 ACER CIRCNATLM NNE MAPLE 2 CAL CONTAINER 6 SHO M 2 CAL(TYP) %CONTACT DREG%L.RAFE, Z H!ff MAPLE,'^ 2 GAL.(TRP) �0 Kf 4'-5 H.(TIP] ►,/ . ' -y,� � 5 RHAMNII6 PUk9NIANA CASCARA 11/2'CAL CONTAINER AS SHOWN CVLu g . CASCARA.f 'T.� ► __ SHRUBS[TOTAL BOY 1 CAL(m) ;:%; - "•'::. Am 25 CCTWNUS SERIC£A RED OSIER DOGWOOD I GAL CONTAINER W C.C.N CLUSTERS I 25 SPIREA DOUG A91 DOUGLAS SMREA 1 CAL OORTAINER 36'as N CLUSTERS m P ' FREEBOARD SEED I - E Wt I 5 RISES SMGL MEM61 RED FLOWERING CURRANT 1 GAL CORTARRt 48'0.G N CLUSTERS uj uj N co LLJ (CONIC 5 HOLODISCUr� 48' S DISCOLOR OCEARAY 1 GAL CONTAINER 0.C. -- DO11CLA5 SRPEU 1 CAL(TYP) � • ' SRY 5 AWEIANCHIER ALNIMUA SERHCEBERRY 1 GAL OWARER 48'0.G O Rj RED-OSIER DDDlppD,- •••• I 15 SIIFFIDRICARPOS ALBUS SNOWBERRY 1 GAL CONTAINER 38'GC.IN CLUSTERS V N U 1 GAL") ,7=., �..I p . •+- MET AREA PLUG MIX: •'1'•' PLUG WX SHALL CONSIST M THE FOLLOWING COMPOGTICN OR APPRMD EOIIAL PUNT 6 PLUGS PER 0 NET AREA PLUG '• %�• /,�,� SQUARE FOOT,3'D•C-+/-,N MASSES OF SAME TYPE FOR NATURAL APPEARING GROUPIN S AMBO �.M� �.`. .','.`.`• .• SNNOBETw.1 GAL.[TYP] E%CESSNVE DAMAGE To PLUGS WHEN PLAITING. W W Iy MI%(IMP) - .:AFD•: .. - 259E SLOUGH SEDCE/CARE%OKPTA;1'PLUGS,6 PLUGS PER�,Y aC.+�- a f __� { .• 25%SPREADING RUGA/JlINCl15 PATEN$1"PLUGS.6 PLUGS PER SF,3"0.G+�- '' '_-~ F LETT- 25%SMALL-FRIM�WHUSH/SCRPUS MICROCARPUS 1'PLUG$6 PLLrS PER 9.S 0.C-+I- r� O 251 TOAD RUSH/JLNCUS DDFONIIS;1"PLUGS,6 PLUGS PER SF,3"O.C. V HNA (TYP] R 'T.•D -{ `N IN ' Q3 J ♦• .'. :. �;� +LE SOARO SEE)MIX(PLANT TINDER AND ALL TREES AID SHRUBS ABOVE FREEBOARD AND IN AREAS ~iFr"p REO R .',t- _ - •-' :--• ,. ,,.Yr.- RED FLOWERING CURRANT, D'WFRF TALL FESCUE(4DT);DWARF PERENNIAL RYE I3]:CREEPING RED FESCUE(254 COLONIAL --�•••" ' T CAL(TTP] OCA"GRASS[57L}. APPLY AT A RALE OF 120 LBS PER ACRE. REFER AM TD CWS WA1fR MAIMOCEWISPRAY. '•�, SYSALl CETAIL ERAWIHG NO.700. M.[TIP) SERMCEBERRY, ' ;; SCATS 1 = 10 FEET 1 GAL(T�1 L. r��-;� ��y;�;;, �.S y o �_ � ADDITIONAL TRACT'A'PLANTINGS I sYLBCt DIES BOTANICAL NAME OYACN NATE SIZE CONDIRCH SPACING %e 10 0 4 6 8 10 J STORMWATER FACILITY AND TRACT'A'PLANTING PLAN 7 A`ER�'NAnM "'E WAS I Ire CAL. ew AS SHOW a Q 31 MAHORRA AWFOL M'COMPACTA' OAPACT OREGON GRAPE 2 GAL CONTAINER 35'aC. LL 0. MAINTENANCE SHALL M PROVIDED BY: W-18"H. fY LEHNAR NORTHINEST,INC. ELL METE LOOMHS 12 RIDES SANLl1HET1M RW FI.OWERNlA?R G CAHT 2 GAL CONTAINER NFR O-C. W Z 13807 NE 99TH STREET,SUITE 1170 FB'-27 H- L_ VANCOUVER.WA 98682 ® 23 SPIRAEA M-ONICA'COLDFUMC CADFLAAE SPAEA 2 GAL 0WARER 35'0.C. Q r PH:(38Dy 258-790D 15-18'N. -TIE MAINTENANCE SHALL OCCUR A MINRAUM OF 2 TIMES PER YEAR(BY JUNE ANY SEPTEMBER 30), Q -METHODS SHALL INCLUDE: Nom .REMOVAL CE INVASIVE SPECIES BY HAND 1, CONTRACTOR IS RESPONSIBLE FOR VERIFYING PLANT CIANRFIES F DISCREPANCIES OCCUR,DEIGN INTENT PREVAILS OVER CUANNNTES LISTED. J 2. ALL PONT'S AND PLANTINGS INSIDE THE WATER QUALITY FACLIY SHALL CONFORM TO CLEAN WATER SERVICES(CMS)DESIGN STANDARDS CC � .REVEIR AND TESTING OF TEMPORARY IRRIGATION(AS APPUCABIE) REFER TO CWS DESIGN AND CONSTRUCTION MANUAL AND STANDARD DETAILS,CURRENT EDITON- ^ a SPECIES OF PLANTS ARE S M TD PORTRAY CHARACTER OF THE SITE LANDSCAPE AND MAY BE 9JBSTITIUTED CR REVISED DUE TO RANT 0 .REPLACEMENT CF DEAD OR DYING PLANTS(BY HAND) AVAILABILITY,SITE CONMIONS,ETC,WFFERE ALLOYED BY THE LANDSCAPE ARCHFFECT PRIOR TO FINAL INSTALLATION. 4. PLANT IN A.00DROAPKE WITH STANDARDS ADOPTED BY THE OREGON LANDSCAPE CONTRACTOR$BOARD(OLCS) +� 5- IERIGAWCN, CONTRACTOR SHALL DEIGN AHD INSTALL AN RRIGA71ON SYSTEM TO WATER All NEW PLANINGS,WITH SEPARATE ZONING FOR V J THE STCRIiMTER FACULTY,PLANTER STRIPS AND AREA BETWEEN TIE STORMWAIER FACULTY FENCE AND SIDEWALK. IRKA70 FOR THE CONSTRUCTION STCRMIIATER FACILITY SNAIL PER ORE.'S STANDARDS AND SHALL BE VACATED AFTER THE 2-YEAR M ESTABLISHMENT PERIOD 6 CCUPIETE. 1.WATER QUALITY EXTENDED CRY BASIN SHALL BE OVER-EIGCAVATED AND FLED TO FINAL UWE WITH 12-INCH AMENDED TOPSOIL TOME AMENDMENTS SHALL ALL RR[GARCN PIPING,HEADS.EMITTERS ETC-SHALL BE COMM REFER TG SHEET BE GARDEN C MFDS7,NOT CORWNTICNAL FERTIUZER AMENDMENTS. 6. PROVIDE 27 LAYER OF ORGANIC CCUPOST MULCH N STORMWATER FACULTY,DMDING AREA WITH RFMER ROCS(61DTTEIL ALL OTHER TRACT'A' 7 A BIODEGRADABLE EROSION CONTROL MATTING SHALL BE PLACED OVER THE TCP9E THROUGHOUT TRE BASIN SENOPL FABRIC SHALL R HELD IN PLACE H PLANTINGS OUTSIDE OF THE STOM WATER FACUYY SHALL RECEIVE 3'DEEP MEDIUM GHOUNI OR SHREDDED YIE L-AGED DARN HEMLOCK OR FR ACCORDANCE NTH THE MANIUFACTUREWS INSTALLATION REQUIREMENTS. BARK MULCH UNDER AND AROUND ALL PUNTS CARE SHALL BE TAKEN TO ACD COVERING ROOT CROWNS OR FCUAGE OF PLANTS LOUTH A. TREATMENT AREA-MGH-OENSITY JUTE MATTING(GEMITE PLUS OR OTHER APPROVED MAL) MULCR pEgtto7 Bk! TCW B- ALL OTHER AREAS-LOYFDEIaTY JUTE MATTING IECCNCWTE OR OTHER APPROVED EQUAL) 7- PUNT CLUSTERS AS NOTED IN RANT LEGEND,3 PLANTS MINIMUM TO A CLUSTER,IN SIORMNAYER FACULTY,UNLESS OTHERWISE SPECIFIED. dtwWH RAI S RANT MATERIALS SHAD,RE PLACED IN ACCORDANCE WFIH CFE PLAN AND PLANT TABLE AS SHoWR ON APPRIIVED PLANS. & REFER TO'SHEET C1D9 FOR STREET TREE AND FRONTAGE PLANTINGS 4,THE WATER CUAUTY MENDED DIRT BASIN TREATMENT AREA PLANTINGS GAIN BE DEEMED'SUBSTANTIALLY COMPLETE"ONCE ACTIVE GREEN GROWTH HAS CRECBED Or. AHI OCCURRED TO AN AVERAGE GROWTH OF 3'AND PLANT DENSITY IS AN AVERAGE OF APPRC%IMATELT 6 PLANTS[NINKM 1-INCH RUGS OR EQUIVALENT)PER �.y r- AS NOTED SQUARE FOOT, DATE:07/21/14 5.THE PACUTY SHALL BE DEFIED ACCEPTABLE TO BEGIN THE MAINTENANCE PERIOD WHEN PLANT GROWTH AND CERSTY MATCHES THE ENONn S EESICNI AS SHO0 ON THE APPROMIED PIANS AND ALL OTHER R MIREMENTS HAVE BEEN MET THE ENGINEER MUST CERTIFY THE FACEITY TO BE FUNCTIONAL N T ACCORDANCE WITH THE APPROkEO PLAN DESIGN TO BEGIN THE TWO-YEAR MAINTENANCE PERIOD � MAINTENANLE I-THE PERMITTEE IS RESPONSIBLE FOR THE MAINTENANCE OF THIS FACIM FOR A MINIMUM OF TWD YEARS FOLLOWING CONSIRUCTON AND ACCEPTANCE OF TH13vo yPI A.Iµ119"WALD[� E'+ FACIUTY PER CHAPTER 2- �1 s 2.IRRIGATION IS TO BE PROVIDED PER SEPARATE IRRIGATION PLAN AS APPRWED. A5-BUILT DISCLAIMER: O61WMc1H3 A�Yl s N01E-1RRICA11O N NEEDS ARE TO BE MET U41G AN IRRIGATION SYSTEM PATH A TAMER DURING THE DRY SEASON_ 5Y5TETN$SHOULD BE WWNTER12E6 .{�. DURING THE WE SEASON TO A55URE LONGEVIYY AND GUARD AGAINST DAMAGE FRCP FREEZING TEMPERATURES WATER 6OUKE SHALL BE AS SHOFWN ON THE AS INFORMATION IS BASED ON A COMBINATION OF FIELD APPRNED PLANS. IRRIGATION SYSTEM 70 BE VACAIEA AFTER AO EPTANCE OF 2-YEAR ESTAOLOMErIT PERIOD, SURVEY INFORMATION AND VISUAL OBSERVATIONS. THE ENGINEER EEVVAALNEER OR UATTED AND NNTTEDRFAS HECESSMY TO ENNSURE AVMI�NI/.\M OF 50%SURHVAL RATE OF THE REWIREDATE THE SITE A MINNUM OF TWOE ANNUALLY �VEGETATION ANG AND ND 90%AERIAAL OYO RACCAMG E BE ONLY CERTIFIES INFORMATION THAT CAN BE FIELD VERIFIED NON-NATEVE.INVASIVE PLANT SP@XS SHALL BE REMOVED MEN OCLUPI'HNG MORE THAN 2016 OF THE SITE AFTER CONSTRUCTION WAS COMPLETED. AS—BUILTS ARE ONLY 4.THE FACIUTY SHALL RE RE-MAVATED AND PLANTED IF SILTATION GREATER THAN 3 INCHES IN DEPTH OCCURS WITHIN THE TOO-YEAR MAINTENANCE PERIOD. FOR PUBUC UTILITY IMPROVEMENTS AND PRIVATE STREET, JOB NUMBER 3346 >H-ET. 0205 SAS-GUILT DISCLAIMER _X AS-BUILT iNFORMATION IS BASED ON A COMBINATION OF FIELD SURVEY INFORMATION AND ViSUAL OBSERVA710N5 W THE ENGINEER ONLY CERTIFIES INFORMATION THAT CAN BE FIELD VERIFIED AFTER CONSiRUCTION WAS COMPLETED. AS-BUILD ARE ONLY FOR PUBLIC UTILITY IMPROVEMENTS AND PRIVATE STREET. ti Q a c7 w � =a DLER Epi Evil LEOM RT LADIES: J o x 1.AuL COOTS AND UHNNER WSkt�3 SHALL 1' ME ff D.Q ' RUBBER GASKET WSq`MHI S of UW c GGT CC w r MR wTlm noTEs" a:M irlRaii mcnaHs SNALL ccarc•u FLAT TOP x YAMIICIE sn�LusT BE ncnT AND oSE r THE NUE MON. glta�arrs a kL SL STE;5 WMWW A wwnr cru ALL PRE-CAST E REW6 FW-NTS O 91ALL TO FEUEg1S OE aSTY S-418 ttnrpgx ro TI1E aewraraHrs 6P ASTM Pannwn�STAND.m (OPTIONAL) I LIE.IMiA+u a uNNATam sTEra rree eBpp � `1-+4" B WT PEBa1TRD)- O eCS m ELI K O-A7B RD APPUCARLE PRCMGXNIS a NM/NCCY.pRAAW u?010 $ } r 5>•N�DRRD ORAY,IHG H0.010. �. $Ps Pmu•m ox ruT loP ruiwae5 _ 1 ° DEEPER 1HW.8'. $r' 1^ x .. 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C7•CPER A n nsttATct cfxNn4 'l {%////a F AND SHEY IN FILL➢ V((�� aM�"•i. >" W,Y nx r MATERIALS: C, .f (UNE TP" F Y MM.FPau TOP OF NIEPYFPr Y MNMM OF 1G'-O- GALvMIMD 's"•�..�. 17 `/� r !P[TO 0.L PFE COQW ED BLASE�Uf - O RPE /P(314'SGA)GALVANIZED DEFM14 DO G BAR. •.'•j.', . L •."P' PDFFORCNC BAR FI�URuINC M11M ASTM A.-815 GRACE W. •r"k-"� CALVAHIND C ORMIMG NOn AS%A-121 _ connmraN d- PLASTIC: •N Q MAST CCfIFO W1Pf AS C-478. •�F A' vIM1H Rq JI CNAXNR ro = •�:•. i>I MRIUUA CONCRETE . 3/4 TI'FUUL xSDHTWAN of ryPE KOR—N—SEAL SOOT sTEEA RE1NF�mNc BAR FMrIe1uM Try•GRADE e6. W Im� Y: r AfFIING REWIREWNTS CF ASTM/B15 QICAPSJLAIED W 'f;l' '.:i�-:s"'�'�''"':,,:-+ `:''_ XFTH IHJECnCR NNUfED COPCIYLER PCLTT+RppryEHE W W MaT[MrL t-cf c—.— F -,S WITH SERRATED SURFACES N A q .w a PRECAST CONCRETE V�U a E STANDARD MANHOLE FLAT TOP MANHOLE MANHOLE STEP (;j� Cleax►WaEer Services MANHOLE BASE Saviees SW LL DRANINO NO.010 RfNSED gx..D3 1i1 Ne1�• DRAWING No-0251 PEI D W-07 DRA'MNIG NO-OW Oa FwYwlkPluT• DRAWRIO LAO.100 REVISED 02-03 0`f°°•��F°I^'k'F- r VI J qiF GrST�-�.,� S!!HOT!RT TCP OF FNx[5 ON an•TAw aTA1nARD DETAI N[�. . Crc]'ER Cllr POR TARGE OWIAETER ww EE a BTA1wr D 6 DETAA nev 1'FLAT FACE LEWMIN6 OPfaE RUNGS R'.a•.aR rol " F�.eu� MAPMUM A'-SEE HOFE O W (RFTFSF31 FLUSH] J BEF N NLnN1RNN ARDIfT PANIIR RN06 HDT u.IAHEP ❑ S LY4 ® Q8 �Ar�-L-L fdINHCELEEL'TIDN6aXALL � O mm.v-u �„A„�„�1 CAHFORN TO THE RECLUIPBENLTS F•ou.�4yINTL�—Fl• aF Nsrx caraAWD ASPucw"E ♦] E•M W PRONSiO[�M OF STP NUV•pLE W aa ® ® [FNVVINq n0010 pa..A.r Tf0 ® � ® x"INLETAgO a)F1f=i mENpT iD F�eP® ® BTiI A PRONOE 911EClALEEFAA.POR O1fTLGT8q W O • jXe FLAW LDNTIML l.ri•nXG 1S'DIA alar ert eFwoR �� . (1]OPEN TO 4 D6Vit!Ere awLL FuyE FLrnuowmOL WATERTIDHr SELL rmm mr su wr FICK40LE SOOT Da-vATEr-]E➢PFs sEPwmrw °�'�d°"`° "PETYPE SANITARY HOLES AS SNMN PLAN VIEW COVER BACK AHIFSIPININDEr'H:E ,�r G^0N Aim REAPS F.umM a%oc AND vnaR CWLTrr aTRICTLREi cIALL x .rPRoyxD SAS r•11MOFACmREO H 24 3/4-DIA. n yEsr rxNAEEHENT PRDDucrG.Mc. 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A GLASI..RE..LA RE51N ERPOSITE X1Tx FAO:Tp,LFgEE:fex61 s61.aow 130 LFA CWT ENTERO]L sENTtx v1TR w wNwuN wes LAH•Ar7E 7�NIssU. 0R(6BB)BSA•TSA6 a ALL IOEDOM SHN-L n EWAwED ATH A UATERU&T ACCESS P ,A mwnNR FLAN¢, WEASEE-WH'/C.BESTay.00x pAaFLOATASLI Dlbl6 - N vENF N5 Ruvn.e50f LDNr[lARnTI®e Df TAR) ORPPPJ�PPRWED F.v ui 'P GIN 8UF6AOF GWIR�T ENTT PPE 1 1/Y -i TFE FEBZW Mir i r�0TPM WERS REM T;ZmATlpaxALL HE GET[FaOCL 1n O.iiLEi P[PE SItE AS � 7 1, $Q, RULp ypu,•LLAyryLA®c S Tw NOTmN OF TFC M SFALL EXTEND DBXWAD a DTBTANCE EP 1B'FRON I.E.NT. r r PICKHOLE DETAIL 22 1/2'DLl - 7 N'wP TI-DSRWING TO STIR TC E CONTIGLRA'&R X1NwuR 6 9•wm n NUTwW 6 at" _s�T/s- `�� SECTICPI VIEW .�q,. �®«o�®,aF �o s1nu1N Aim FNTHE F LOOSE RATE=TFC'Om Is MOUNTED SHALL X Fko ED 5 - 0.5 NOTED wlFAEs L r FCO TTA sTF<cruaE vFLL L00AC LYLiE:09/21/14 STIED.HILTS Ano ON ZSIBTInT='ES=LIED AT L00ACTLRER X' laTAIAA780M DE74D R WWALWIBTN INSTRUCTTI2 SNN1 HE FURNISHER XIM MANUFACTURER SJ'1R➢ED L INSTAL.CA7mN NOTES: 64MPYOLUl nE¢u•I�AA•HTS 1]6T—ATmN NIT SFULL otLumiP A W5TALLATIp/1HSIRJCTImC 1. SUBURBAN TWE NOT FOR USE IN TRAFFIC AREAS OF GOLlEO'TLT[AND ARTERIAL 51FFEETSAlourPcnc°rmwr A PVC AHTf-slP VEMI PIPE AFS ADAPTER Z corer AND FRWIE ARMC K wear CAST IPCTN Asn A-4a%Ass W. SEE DETAIL 0110 FOR MANHOLE FRAME SPECIFICATIONS" aP6 EF APlMw PIPxAr� � u s�STA�rws 'TE TP F.Q—T nTH Psn PrA:grcOra" I 3. oyM AND FPSAIE TO BE MACHN IO A NmAE SfARWO ALL AROUND. A 4" DOXH UO FOR LIFTING HDON. E All]IW SH[L➢8 !�+ SNR ki. SUBURBAN AND STANDARD STORM WATER WATER QUALITY WATER QUALITY RENEWAL GATE:6/56/16 MANHOLE FRAME AND COVER p ;ce, MANHOLE LID CkanV4�hr Services MANHOLE (SNOUT) A C�LmW2h smvim MANHOLE (SNOUT) B geanv4�r Services DRAWING NO.F1❑ SANITARY REVISED 1s-os awnnn.aL�.a[1,d... r¢w�D 12-L'5 o.=aPNFam..eadln °"F."•!°•r"lh.T.• DRAINNG Na 12O DRAWNO Ha 250 fY-W ORA"W LA0-280 REMSED 12-06 JOB NUMBER 3346 S-F 0206 AS-BUILT DISCLAIMER; z X AS-BUILT INFORMATION IS BASED ON A COMBINATION OF FIELD SURVEY INFORMATION AND V151JAL OBSERVATIONS, LL' THE ENGINEER ONLY CERTIFIES INFORMATION THAT CAN BE HELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. AS-BUILTS ARE ONLY FOR PUBLIC UTILITY IMPROVEMENTS AND PRIVATE STREET. w L) Ll wa 4 ES SFWYEµ C 1t1F6 W.320 FOR CNI a m A bEgyD SEMEN P0.3 BARS 9 G 2 R U AREA AE 0'O.G + � 5 .j ;. A A L7 - - �--'_'-_: -- _sriq, ,.v. �••I Fri` "' $ -- A A � o Z 2t/s•.t/Y "1+.'.•.�•-_• FOR PIMIP Atr EAATL '{F��j iTS�� W SECTION A-A I y PLAN NEW R,EU— A-] o- =• o PLAN VIEW ISCEs9ED MME WIEn C\1 W A,F REr[OREEO Q 6 COH[SE1E NaoTw.EO IN PLAN Re T,PE PLANCD ,R VI cc H �I` h AWHON O 310 f°5ER FSRroiacGµ°°mom° O❑ aRs oRArs Ho a+D ,nP DF J Q PAY4AQR �eY TI izR } J•NEEP r W HOLES - as ❑ KW�4� 'L. • wN a W 6•FO4 PCU EO IN - ,ro6 s aA' �� Z� r ra �PONRF f `•� cPnTA LJ coxaT En = .�. z• � ,s�RE�A�rEA � d -••..¢: .. R SEC-10N A-A SECTION S-R CJ SECTION A-A SECTION B-B _ cn. aryna P c=r a^ e Ea Ro,LR ° .`.'�•.a r PLAN cA'�`AsF EME. ec P[exR raF'.`eHEe rv.aco Q z. uxH ehar anuA wnANCE RMm ASRu o-.Ta - a""°"` ,r SECTION B-B x. .LA9-2-1 ITw..En mweRErE vF.u-HRYE A 2a°..r amERCTN OF anon Pv AND A.SwMP � STEPS R•k]R psr,WCE FROM ICP Di CMiS m FLvn LPE OF nPE Is ow.TER rIAH 18 SEE STANOnPO Prw PwY TO Rrn,o'u APar. O nPRt�Pw RPa,OO 9Er FPSi STEP�]•igal TOP M CRATE. a 5 — ED IN FLOW TxPcuR1 AFPUCAT As APPRmm.N1 OTFET° cy W 5 L.L_ fiRBTRu STAW,VP!Oa IBr1LW OF a'[F%"�'W W.CLD BASE YnlEltrnc �.'. wuc.nNN5 9 R °s iF AN oV 91uR BEWe'L9>KTT PFE iN,ERr. %NFu«E.vlr�PRE r.AST cATc>i ansa._u �vra.P MZ4 nary A- - w oP Nonm wRE SECTION A-A � r. rAu_ sTARoE Fraw rov s EreARE To F,nw��or Pre a urcATEP THAN t'7 HOOK BAR HOE •8'SFE SrwpApp O..NO 1M SFT FAST STEP II•FROM TCP w 0Rn1E O s AU AXRE0,NRtRCC CttIMT SHALL HA.E A?s OAT sxFa SOF]000 P.SI AW.aLARF a 2•n1.'- - PRF-CnSi STPyCryRE'a FWOI,nRPG TO 0 R0.i,YpE 6-2 LnTM BnSN INLET ARE Pn 6. UIP�0.IX6u�IC0 N FLar TNRouoN APwcATN«s A5 AmaO • OVER WPNG*txs REo�IRE An,C ww RAIE rp K,[Re Sn1LR:ruPAL AS A-15 FLAT BAR STEEL OR.PPROYED EWAL. AC TARE&LFERNAM(� GRn1E MnTEWALs EI.ALL MEET C.N..& y■ ]-O Pe INMFr. DETAIL AOUMNAL TKINIEM.YID R NIFCI !]SHµL EE REOLAREO FCR STATE HI AY AP UI TORS STANDOM AS anon SR--fm* 'fie I.- s. FTAL O R DADMWE REWIRED CNNOT eE L XAM w SI EPw1[RAMPS OR RAMP MW& V) cc GUTTER & CURB �� GUTTER & CURB INLET CATCH CATCH BASIN -R� AREA �Q-2 INLET CATCH BASIN BASIN [CG-2} REINFORCEMENT �v� +�% FRAME ANQ GRATE (CG-2] CleanWabF styli s QRAIN q6l`�� L3 DRAWING NO- 300 CG-2) RENSm 12-06 OPe.�P�nIRJxr• DRAVANQ NO 310 RIEMSED 12-06 C)RAWING 140. 320 12-De °e DRAVANG N0.380 TYPE II REM9FD 12-06 Oa ex�l�nMYelrxa IRRRR e� PLAN w vROKR r LIN DR \ R UU Rwc N0.Aw A = CLASS "B" CLASS "A" W R�iRRAf�AM caATE � i A p cl WP E�EE55 N DW W' PPE A5 9PE0FA] S1 RNG wi elu_ sulrAcc KSNMAnoN nnvz runT+ir. m,7 TO PREREHT PL,R6 Mfl=FF AS SNEC-15 Nv yEFOR QA�EM sOR SAMIMY M1 1 1 rlAw•Ivr SECTION A-A 1 _ I.FOR NM WNSTR=ON MLL SIDE MAER AW SEE SAORM PE4L,E 1Y•:_:.••:;-.; 2ti•' 0ONMECTOR9 TO 0'AND 1Pm`ALMI.R:wn1 FACTOAT � Fi;•_••' I W 2 FABRICATED AM ABR IRA=a FL EEWE of mC FWAPIIC ° Z::• ,2'�ATW W AfL El A. .0 ASTM-30N.ASTIR-900 , ••{ •:' t P L J PLAN c o f°ii.m S.LSI e°`La :'xinwl Ma ear cawACRaI ExciNRAnoII F>H ORAOE '•4 PLAN C..FK=NO,NQTHC�nST°S9M o ITL. SURFA2 2_uND,RTM0ED -p PLdN INImIT .•� A.Cp WEERN6 R.RP�TO x252 1 -SPC 9�nL K coLw n¢ETf �uN sruRPCO �ycS F ATERu EARTH EEN FOR s•,AARIIx ME SE_ -R. .e'o �- �..I 1-R M FLP STC(W SNE PM- RAN �91AFACE� Mn4A0Y �• .Ta• '�' y hw Faww�a• •', Z• ,Y Ma T to AS 4ATrn+ui wPR°',m F of PLANS -F. � q y n4/Z% l•'••-•�.x �i uKAmwt r '\ V4 M.IMSB TO FACE sF�CT , '80 coY/ pP Ie SECTION B-B °RnN�°5.` P�Aa T :,- •e [�« s� IM,PxE,mouR1 LAEFL WONEW TUE PITH PLACx iETmRNO uaLao IMS eN.ITONxEst eLRioo mnR•.• _ l Ire Pee .ti•a Ip'.-:�.- a• :.:r „.:7i.•.•. smAr:•cw.cP sTwM PRwN RrEn mnr.• PIE mIE a aD PWS r P I/r.I/.•W.EDGE RAT RM PLK.E T6'NsOx Tcv of HPE Aen Acwsi 2x¢- :�; d' RR- 6"�+ fi" 27 3/P• 6•� ]Y' Tv..GRAAE PAR(,i[A.} y • lemm er- MIS Lt! SECTION A-A SECTION B-B pPE RPCy9EE°O„G� '-`O°°� °' ° MISaepo �, e e° ' •8° m[CkEo 9�: Wei 1. ALL PPE CAST SECTICPIS SWYt CDNFCRM TO REWASH M-A5TM C-i7R. S 6• M- f� p° AS NOTED 2 INSTALL STRUCURE W MINIWM W 6"OF 3/M'-0"CWACTEO RASE MATMAI TY 1�NEH sTRru=Ano« DATE'07/21/17 S PAF CAST WNFIX CEHENT SHALL EMAk K RMEETNO ASTM Wry GRADE 60 OR RE M s, •I ' 1/]PPC O.O.'s,1•nH.Ftrt PPE 9Lui[P THAN t0• IF REOOIRM.FREW STANI_lU ON •MIMWM SLpP[M S i HPE xplE 1/2 PPE O.D.Aw r NIH FCR PPE W ARO lAR4ER PIKE LEETW,.ASTM A¢9] 'g•: ai-° RA�FSO Peltp N R-ACEhYENi 90.EDGE Mi BAR Y G M L. a•PPE=o uT° TEmAL A5 sPECI0E0 DF EEC[mS MATETaRi_ 071e ALL P I)IN PLRCE COHCRET:SHALL MAYS A 2$DAY STAENOH OF]000 PSI AND� p of 2•TO A" PLANa {'PPE 0.W00P E-CAST 5WIjMFFV5 WNFWNIRr.,TO O.D.OT.T1FE G-2 CATCN BASER EESIGR/wnt°ITCH 2Y1'tnE ELEVATIONIHLEi IOP ATE AM ACLfP ON ALTERNATE.ALL QN1E MATERIALS SHALL M[ET(-'YA9 N01[; AASHTp TBP Arvo EgpTtApyyA SPEC 00005.STRM1Afm`RS SFT3YM CW OEFnIL+M00 nw ve.TE aA%L aE NEM STRyCT,AH ASTM A-3e Hwi rAR S1FB-de APPROAEO EWA..DITCH INLET TRENCH BACKFILL DITCH INLET SIDE SEWER � SIDE STORM RENErAL 6Are:em�,5 pesmV�x Saviees FRAME AND GRATE �� 5sQvicea �VL✓�x Seniees DETAILS �+ Rfl,SED„_,., OM,welalE�PeI iI WxAc o..malr..Ir WWr. PIPELINE 2y5 DiiAWING N0.390 DRAINNG NO.i00 RINSED 12-06 RRYANG NO.$20 RNSM 12 ffl �R° FR`A 1x DRAWING NO.590 RENSED 12-M �"®moi&xlrr•• 4 ,TOB NIJMBER 3346 SHEET 0207 z¢ a�a W F �U LL W f N U 4 z a u za z v a N � a C ff a o = . � � W W /z i .. L �W c �Cmv J 0 2 �0 � mm � cn = QLLJ 2 Mom Lit CMWM HAW 4Pa _o uo Yma_ W,D,ti ��PTS, nw H��Hm��,• . � meur�sn aw sxw�eE..zwo raeffiwrs r•",.�: Y u1k�Ma 4 RPE aEouiao '�' e%•"•a5o.wwu,.ue xs.owwce.cn.aac SCALE:NTS M Li T FINISH CIRADE PER PLAN .+i..•"�-..-..-.- � W 0 .eavx�x�.w�ws cn ur.so ro amw rocs�wTE roses •" 31 Z rR SIDE �R r Z e r a ro REINFORCED WHICRETE 031 r,m HST VIEW V I C y p r A gg 2 1.5' I E,D' � unsnxeEa soi Q M Pmrsx ,n.,Es tto.,a 7� ,�' �FLDN F . �ryw min 3.9' PIPE PER PLAN m A WELDED WRE MESH d- a•. T court ao,H sofa •• - • -a• s 7 J 9 RIP-RAP PER PLAN �tl Auu.Hasnaem �:'oa ,_ � _ nrE E :Q�::a: -•, a � SECTION VE1d1 VIEW A,A �•r:".•'m'.":-;,"-.:. CONCRETE HEADWALL DETAIL ""` a� Lu tl - a t N 1. CONCRETE SHALL HAVE A MINIMUM CdLPRESSIYE STRENGTH OF 3000 P9 AT 28 DAYS. PLAN 1 ALL METAL REINFORCEMENT SHALL CONCFORII TO THE REQUIREMEN IS OF ASTM A.615. GRADE 0.CFFCRMED DABS jo. aw 1 INSTALL 8'X 8'10 GAUGE HELCEO WRE NESH FABRIC. W �, rornw w»x s�.rs sECTw� Rc . W U9 ANTI-SEEPAGE COLLAR cc Q H U] Rr � oaMn ec MTs 04EUED By kill AS NOTED DALE:07rL, l DBE AS-BUILT DISCLAIMER:AS-BUILT INFORAlAT1ON IS RASED DN A COMB€NATION OF FIELQ SURVEY INFORMATION AND USUAL OBSERVATIONS. THE ENGINEER RE AL DATE:eRso„s ONLY CERTIFIES INFORMATION THAT CAN BE FIELD VERIFIED Egggg AFTER CONSTRUCTION WAS COMPLETED. AS—GUILTS ARE ONLY FOR PUBLIC UTILITY IMPROVEMENTS AND PRIVATE STREET" JOB NUMBER 3348 SHEET 0 q 0208 Z F C) SEQUOIA HEIGHTS �a �� Za SANITARY SEWER AND WATER COVER SHEET Q' �o as ILI 4 BED �n m xo w w SANITARY SEWER CONSTRUCTION NOTES CITY OF TIGARD WATER CONSTRUCTION NOTES I 1,ALL OOESTRUCTNON AND MATERIALS SHALL CO FLY WTH THESE PLANS AND THE APPLICABLE RMIREMENTS OF CLEARWATER 1. A 12 PERCENT FEE OF THE WATER SYSTEM COST MUST BE PAID TO RECEIVE APPROVAL ON CO STRUCIION PUNS. Z$ , SERVCES DESIGN AND ONNIS OCDON STANDARDS R&O 07-20. g I 2. THE CONTRACTOR SHALL MAINTAIN ONE SEF OF TPW STATED APPROVED PLATY ON THE CONSTRUCTION SITE AT ALL TINES. O_ g E tl�1E a THE COHTRACTGR SHALL NOTIFY THE PROJECT ENGINEER 48 HOURS PRIOR TO THE START OF SANITARY SEWER CONSTRUCTION AND W ii TA%LOT 1100 3 ANY STAGED INSPECTION. a CURBS MUST BE IN RIOH&ACE PRIOR TO INSTALLATION OF WATER MAINS WTIm NEw SMIVISCV & j - 4-POLY41MYL CHLORIDE(PVC)PIPE SHALL OOHFGFN TO THE RECUIREMENTS OF ASTM 0-3034,SDR 35(4'-,Ia ASTM F-6n SDR A NOTIFY TPR,HATER DIVISION,48 HOURS PRIOR TO COMMENCING CONSTRUCTION TO SCFCWLE A PREOONSMC110M METING. N C7 W ` .y5(l'I'-24'LL ASTM 1'-4001 -1740878(4'-12' ASTM C8OS O-17B4D ISI(16'-24 .GA9�TS SHALL CCNFpiHY TO TFC TELEPHONE 6Y9-4171. Q fEQDIREMFNTS O ASTM G477 AMID AS O-.S2-12.LATERAL SEANCE Pff-S TO BEEN IN COLOR- All WORK SHALL IN AOOORGAfIOE WITH A41WA(NAERIGW YI,IIER'ADfdNS ASSOCIATION)STIHDARQS � J D 1 E 1 I (� l $.MANHOLES SHALL BE PRECAST CptLPETE SECTIONS MOTH MIHYl1Y IFIL£DIAMETER OF 48 SI,HOpHEpSS,,COFIXNMIHC i0 THE 4X II MINIMUM 0X78 OF W00 PSI-TOPS SHALL ECCE7NTRICrTCdNE"HE%CEP FAE RAT xTDPSA REQI.REO HAVE R ALL%qRN NLL BE INSPECTED AND APPROVED BY TPw,WATER OM90H- O B S 4 S '� HY vg§ STANDARD EETAES.POURED IN PLACE MANHOLES WTH A MINIMUM COMPRESSIVE STRENGTH O 3000 PSI MAY ARE SUBSTITUTED. 7. ALL PIPE AM FITTINGS SHALL,BE DUCTILE IRON,CEMENT-LINED,OF NEW MANUFACTURE AND MADE IN THE USA PIPE SHALL BE M N a �WyI c8 7YTON'JOINT WC11LB IRON,CLASS 52-ALL FlT11xG5 SHRLL AE MJ[LEdHAHI('AL JTNT)lNLE55 OTFERT,45E SF£gFlm. W L77 yy {Y 1 1 r &PVG PIPE SHALL BE INSTALLED IN ACCORDAIAE WTH THE MANUFACTURERS'RECOMMENDATIOfHS PVC SEER PIPE SHALL BE _� A CIT g CONNECTED TO WRCREfE MAMHC-ES BY LEANS OF AN APPROVED COUPLING WTH AN FLASTOMEAIC GASKET,AN APPROVED a COVER FON ALL WATER MAOHS N STREET AND ASHTS-OF-NAY SHALL HE 36'.BAOCFlLL SHALL BE W-T GRAVEL. rR fIO �+ L2 = MIN WATERSTOP,OR FLENRtl.E SLEEVE THE CONNECTIONS SHALL BE FINISHED POM"CEMENT WOLfT_ W V■ _ _ N r-� 9. ALL VALVE-OPERATING NUTS SHALL BE WTHIN OO'CF FINISHED GRADE,OTFETANSE VALVE OPERATING NIST EXTENSIONS CULL BE L-I 7 r 7-AFTER THE CONTRACTOR HAS BACTILLED THE PIPE ZONE DF THE TRENCH AS REWIRED,THE CONTRACTOR SHALL THEN BACPMLL REQUIRED J Q SW}N EI CRrST WAY - THE BALANCE OF THE TRENCH,W N CLASS'B'CRUEFFD ROCK,IN ONE FOOT(1')LAYERS,MECHANICALLY WMPACTN4G EACH LAYER — TO 95%FOR TOP 4'AND 90%EIRDW 4'NIFFE CLASS TH'RAWILL 1S RECLUIRED AND 90%THROUGHOUT FOR CLASS'A'BACKFILL 10. MECHANICAL AHCHLORACX REGI,YiED ON ALL PIPELINES M INCHES IN DIAMETER OR LARGER FOR ALL TEM PLUGS,CAPS.AND AREAS NEAR PASHTO T-94,PIPE TONE MATERIAL AND PIPE BASE SHALL BE 3/4'-0'CRUSTED GRAVEL.TRENCH BAMILL SHALL BE BENDS 11-I 4 DECREES AND GREATER.CNIXNETE THRUST BLOCKS SHALL ONLY BE SUBSTITUTED FCR EW9NEIIdID MECHANICAL Z W _I •— 314'-0'CRUSHED RDC(W7HIN STREETS AND NATIVE MATERIAL N OTHER AREAS.ANY SUBSEQUENT SETTLEMENT OF THE TRENCH OR RESTRAINTS APPRMD N 4RITM BY THE CITY ENGINEER. a 0 Q V3 - - - -- - DfTCH WRING THE GUARANTEE P99C0 SHWl BE CONSIDERED TO BE THE RESULT O IMPROPER CCOFAGIKKI AND SHALL BE � PROMPTLY CORRECTED BY THE CCNTRACTOR AT NO DPESE TO THE DISTRICT OR THE OWER, 11, A 4'X 4'X 9-0',PANTED BUIL SHALL BE INSTALLED IN FRONT OF EMERY 2-INCH WATER SERVILE LOCATION,AND REMAIN L7 i THERE UNTIL THE WATER METER IS INSTALLED.ALL 2-NCH WATER SERVOS SHALL CDRRST O A MU X 2'MPT TEE AND f MPT �yR� &SANITARY SEWER PIPE AND APPURTENANCES SHALL BE TESTED FOR LEAIAfE IN ACCMANCE WTH M STANDARDS LEAKAGE k 110 COMPRESSION FITTING AS MANUFACTURED BY MUELLER O AFANY. r1w 1 B 9 10 11 12 13 14 TppCF'p ; TESTS RtM AN AIR TEST OF THE SEWER MAINS AND SERVICE CONNECTIONS Alb A NATER EXFETRATICN TEST OR VACUITY TEST L STOHIWATER 1 OF THE MANHOLES ANY PORTON OF THE SEWER WHICH FAILS TO PASS THESE TESTS SHALL BE IXCAVATED,REPAIRED CR 12 HR HYTIRANT ASSOARLY CONSISTS OF A MJ X B'ALG.[FLAHGE�TEE,6'FI.G X W GATE VALVE,fi'MJ K MJ HOLDING SPOOL, V, FAGLITY F�d REALIGNED,AND RETESTED. IN ADDITION TO HYDROSTATIC OR AIR TESRNO,SANITARY SEYIERS CDNSTAVCTED OF PVC SEWER PEE AND A MODERN MUELLER CENTURION EIRE HYDRANT.A-442,6 MJ,5-1/4'NV17,3-PORT(2-215 RST HOSE COHHEC'IICN, r�R.yy � g� SHALL BE DEFLECTOR TESTED AFTER THE TRENCH CA09-ILL AM[NJAIPACTION HAS BEEN COMPLETED_ THE TEST SHALL BE 1-47F MST PUMPER],1ri PEHTAOOR OPERATNG NUT.OPENING LEFT.COLOR=IELLONE APPROVED EQUAL MUELLER CENTURION V F CONDUCTED BY PULING AN APPROVED SCUD POINTED MANDREL M OF THE INCE DIAMETER THROUGH THE PIPELNE ON A MANHOLE A-4, .WATERIOUS PACER 67K CLCR MEDALLION TO MANHOLE BASIS W in L._Q I 9.VHlE55 OMFRWSE SPECIFIED ON THE BANS OR I11REC1ED BY THE EH(;PEIIL EACH SERVICE CONNECTION SHALL BE LAID IN 13. EACH FRE HYDRANT SHALL BE INSTALLED UPON A PK4CRAED CLNCRLIE BLOCK NNHH 1KCLEIIC YARDS OF CRUSHED 2'-It DRAIN RHklt TARPAPER IYLL BE CAQ ON TDP CF THE DRAIN ROCK TU SEPARATE THE ROCK FROM EARTH COVER N + 9,UNLESS OTHER ON A STRAIGHT O L TE AM GRADIENT FROM THE TEED THE ENE C-THE ICE�ERYICECON WHION SHA THE SERVICE r O Ttli 900 T OTS 5000 TA DTA 5100 CONNECTION SHALL BE INSTALLED WTIH THE SANE ACCURACY AS THE MAIN SEWER. 14• ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OF A HATER MAIN SHALL BE ENCASED IN A Ucc sb 7 +iris n r REINFORCED CONCRETE JACKET C THICK FOR A DISTANCE OF 10 FEET ON BOM SIDE SIF THE CRDSSMNa WERE CROS%GS 4 HA EACH SERIAM CONNECTION SHA.L BE PWOGEED NTH A RUBBER RNC PLUG-A 2914'MAWR PLANTED OREN SHALL BE PLACED ARE NECESSARY,THEY MUST BE MALE AT APPROXIMATELY DO DELA WTH AT LEAST 19'OF SEPARATION BELOW THE WATER Q E6 ..; AT THE END OF THE PIPE TO A PONT ONE FOOTFMBONp(�R1 ABOAE THE SURFACE OF ME MrID.A DETECTABLE WITE MAGNETIC TAPE LIRE �'RR alt�� COFENECigx FROOM THE 6W WEMAL mE RE�W SSURFACE.THE DEPTMP'At H THE END OALS AF THHEALL BE ATERAL SHALL BE WRITTEN ON THE ZX4'. 15. All N5 H1H A STATIC 0 PEL PRESSURE UP ICO PSI(POUNbS PER SHARE INTI)SHALL BE TESTED 150 PSI FOR 1 INCUR 1WTH A A NAM"LOSS OF 5 WATER MAINS INS TNM A STATIC PRESSURE PRESSURE GREATER THAN 100 P51 SHALE R PRESSURE iE51LD AT SITE MAP 11-IN EASEMENT AREAS.ALL MANHOLES SHALL HAVE TAMPER-PROOF IDS PER MSPECIFICATIONS.LIR APPROVED ECUAL THE RIN 1.5 TIMES THE STATIC PRESSURE FOR 1 HMWTH A M LAIN LOSS OF 5 PSI. SHALL BE TWELVE INCHES(12-)ABOVE FINISH GRADE 16, WON SA115FACTORY OELFIETN71 O TESTING THE NEW 4ANS Nb CONNECTIONS TO R(I'iTNG MAINS SHALL BE MEANEA AND FLUSHED MM POTABLE WATER PRIOR TO DISINFECTION.FLUSMNG VELOCITIES SHALL BE AT LEAST n FELT PER SECOND,DISINFECTION SHALL BE N 1 =6D 12.THE CLIHTRACTCR SHALL AT ALL MES PROVIDE AND MAINTAIN AMPLE WAS AND DEVICES TO REMOVE AM DISPOSE OF ALL hDZORDANCE NTH AWWA STANDARD 0051-92 THE STATE HEALTH DIVISION AND Off REWIENENIS TIE DINTNI DCS.FEED METHOD CF ❑ WATER ENTERING THE TRENCH EXCAVATION DUPING THE PROCESS OF LAYING THE PIPE.WATER 90 DEBRIS SHW.I.NOT ENTER INTO 00IFECTICN SHALL BE USED.DISFffECTINC MIXTURE SHALL BE A CHLORINE-WATER 6CLUION HAW A FREE OU RNE RESIDUAL OF THE p"TNICi'S SEWER SYSTEM,WATER AND DEBRIS SHALL BE DISPOSED OF IN AN APPROVED MANNER. 60-50 WC/L IAIllGRMKS PER UTER).THE DHSIFECIION MIMURE WILL H PREPARED BY INdECINC A GALLIUM/SWUM HYPOUC HITE AND RATER SOWROM INTO THE PIPELINE AT A MEASURED RATE WHILE FRESH(POTABLE)WATER IS ALLOWED TO FLOW THROUGH THE PIPELINE O Z Ha THE CINTRACiDR SHALL AT ALL TIES ABIDE BY APPIJCABLE SAFETY RULES OF OSHA AND IN PARTIGJLAR,THOSE PERTAINING $D THAT ME CHLdtr1E-W'AIER SBLLIICN 6 OF 11E SFfdREO 511FDNGRL TREATED f[1lORNA1ED]WATER SHALL BE RETAINED IN 11E l TO ADEQUATE SHORING AND TRENCH PROTECTION. PP UNE LONG ENOUGH TO DESTROY ALL NOpI$PGIE�ORNHG BACTERIA,TYPIFNL R PFH70 IS 24 HOURS AT THE RHD OF THE Z a 24-W PERM THE HPELNE IS TO HAVE A FREE CHLORINE RESIDUAL OF A LEAST 10116 AFTER SATISFACTORY D*ORNATICK FLUSH 14-THE CONTRACTOR SHALL KEEP ME ORDS OF ALL CONSTRUCTION THAT DIFFERS FROME T APPRIM PEWS AM SHALL MAINTAIN THE WATER FROM THE LIE UNTIL THE TATER THROUGHOUT THE PIPEWF IS EQUAL CH LY AND B9liRIDLwCALLY TO THE REM EYRAWNGe DURING THE Cf1N51RUC1FDH PERIOD-'RECORD DRAWNGB'SHALL BE SUBMITTED TO THE ENGINEER AT THE END OF PERYAIENr SOURCE CF WILT_(ISPOSE O THE OISN19WRON PATER IN AN APPROVED MANNER.DO NOT ALLOW DIARCTIEN WATER 70 THE PRLDECT. ROTE INTO A WATERWAY MTHOIR AEOMATE ELUTIDN OR OVER SATISFACTORY METHODS OF RENUCII6 OHLORIE RESIDUALS TO A SAFE LEVEL AS MANDATED BY DEQ.AFTER DISPOSAL AND FUMM O THE DISINFECTION StTLL7IICQ.THERE WILL BE ANOTHER 24-HOUR 1S-ALL SANITARY SEVIER PIPE NTH A MIN"OF FOUR FEET OF COVER FROM FWM(RADE SHALL BE PVC,SEAMLESS, RE ENTON PERIOD PRIOR TO DACTMXDWX TESTING.BACTERIOLOGICAL TESTS TRILL O TAKEN BY TPA'. � W SHEET INDEX C[NFOAAIIN4G TO ASTM=4 TR Yx 17. WATER AlID s Wu BE INSTALLED BY FW UPON NUL OIMBLREQUEST i F PAYMENT AY OTHERS[UNERSL lll WATER METERSW r 18-ALL SANITARY SEVEROF PIPE WITH A MINWIJ TWO FEET OF COVER FROM FINISHED GRADE SHALL RE PVC 0900. CONNECTED TO AN WAGATILLI SYSTEM!MIST RAVE THE RIPER ORECCN STATE APPROVED R9KFLOW PR DANCE,MINIMUM OF A DCVA(DOUBLE M0 VALVE ASAEMBLY)INSTALLED ON THE PAOPERTYSISIE O THE MINTER METER.N,WDITIUL EVERY NIM FOR rn COMLIER17-ALL SANITARY SEVER PIPE 7WTH A MIHUMLY S 18-INCHES OF COVER FROM FINISHED GRACE SHALL BE DUCTILE IRON[DI]CLASS APPROVEDDBBApffLOW PIREY�PI ON M I NO GF A OLYA INSfALEO E pRLPFR[1'AOE OF]HE ETER,THE BACTL07H'AN HAVE THE PL!i C300 - SANITARY SEWER AND WATER COVER SHEET AND NOTES 50 WALL MIS PREVENTION DEVICE SHALL BE INSTALLED AND TESTED BY THE OWNETC WITH THE FERILTS FORWARDED TD LPW WATER DPA9BLL 00KNE W W C301 - SANITARY SEWER 'A' AND WATER PLAN AND PROFILE UAOTI GMPLETI CAM IECTN. I& LRLN COMPLETION OF IGTALLR110N CF THE LL1ER SYSTEM,THE CONTRACTOR OR DINER SHALL AOVGE TPk AMMO PROWL'AS-ALLTS' � W A C302 — SANITARY DETAILS DRANNGS FOR UPDATING MASER NW,NTERR6ECTNN MAPS,ETC_ > 0 C303 - WATER DETAILS OPERATION OF VALVES IN THE TCW WAiER SERACE AREA IS PR04BITED a Z Q U H cc Z LJJ VF- cn ERAN11 Ir- STS ATTENTPH EXCAVATE KHFSCED IP: AHH OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE AS NOTED OREGON UTILITY NOTIFICATION CENTER- THOSE RULES ARE SET LUTE:07/2114 FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU In? AS-BUILT DISCLAIMER: MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CALLING 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE AS-BUILT INFORMA11ON IS BASED ION A COMBINATION OF FIELD RULES, YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THESURVECER1FORMIFIESANFO RfAND VISUAL OBSERVATAN HE ILCI THEVEREN INEER CENTER AT LEAST TWO BUSINESS DAYS BUT NOT MORE THAN TEN BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL AFTER CONSTRUCTION WAS COMPLETED. AS-BUILTS ARE ONLY 503-246-6699. RENCYIAL DAM MIN/15 _ FOR PUBLIC UTILITY IMPROVEMENTS AND PRIVATE STREET. JOB NUMBER 3346 SHEET 0300 SANITARY SEWER LATERAL TABLE ' TAXLOT 1000 I ' # I } _ WATER NOTES LOT STATION FRCM 00WN511REA4! PIPE DIA,/M LENGTH SLOPE COVER 0 Do IE N A END E A MALIJNE TANAP 25 1 09AD MH to i I yy 1. ALL SERVICES SHALL BE 1'WITH 1'Yl'ANGLE STOPS LOT'8'M51DE7 SEE NORTH WATER CONNECTION I Y ,I I 1 4+54.88 E%SAN AO +"PVC 13-5054 SCR 35 29.93 0.21.34 5-55 554.03 547.64 C I 1 DETAIL THIS SFEET INSTALL 8 MJ ffLG TEE WITH STRADDLE BLOCK AHP 7 I 2 WATER METERS TO BE INSTALLED IN LANDSCAPED AREA NO WATER SERVICES ALLO6FD IN Fir TE BACKS TO NORTH.9'FLGXMJ OV 10 WEST,Affi CONCRETE. 2 0+00.00 SAN Al 4'PVC D-304 SDR 35 27.97 01294 134 556.83 a'�221 zLONG PATTERN SOLD SLEEVE AND SPACER TO 970TH I l 49 z l a ALL WATER 5ERWOES SHALL BE HDINDUAL.NO DOABLE WATER SERVICES ALLOWED.. 3 0+61.37 SAH Al 4'PVC D-3034 SDR 35 29A0 0.1295 5.10 557,48 .553-32 II 4. MINIMUM 38"HPE COVER OVfft WATER MANS 4 1+48.37 STH Al +'PLC D-3034 SCR 35 29.00 0.1304 5.08 553,11 ITAI+ 7 , I ` 5- IIENCH f3ACNFLL TO BE PER C.0.i,W.H0.180 5 1+70-37 SAN Al 4'PVC D-3034 SDR 35 29.00 0.1387 4.59 569.,X1 955-38 S m _ INSTALL 8'M,kFLG LEE A R•LINE ""5 = ' I [ 5 ALIGNED TOWARDS 8•GATE VALVE TO I 8- PIPE pE1lFC11DN SHALL NOT IXCEED FITFER THE VALUES STATED RT THE CITY OF 110,480 PUBLIC 6 2+3E.37 UK Al 4'PVC D-3034 SER 35 29.00 0-13912 SA7 560.48 558.44 , I FAST AND R'FLGxA13 GAZE VALVE ANO I o. I IMPROVEMENT WATER STANDARDS OR THE MAN UFAC1IIREn RECCAREfl1ATI0NS 11 o t wr TEMPORARY BLOW'-CFF TO NORTH. 7 2499.37 SAN Al 4'PVC D-3113+SDR 35 29.00 0.1452 527 563170 557,49 8 d• q bb W 1�1 I 7. ALL PRESSURE RATED PIPEUNES SHALL HAVE THRUST RESTRAINT SYSIEW5 CAPABLE OFa-4 i I ' AFTER NEW WA SYSTEM IS I RESTRAINING A MINIMUM OF 150 PSI NA%NUM LINE PRESSURE. B 3409.37 SAN Al 4"PVC D-303+ 35 39.00 D.O284 B-SO SS8.7$ %7.07 n r`� I APPROVED,REMOVE 0 SLEEVE 9 2+59.37 SAN Al 4'PVC 8-303+SDR 35 39.00 OM 6.21 557.99 55&79 S I ly,� I POTIgIE TASTING WATER SEANCE AND PLUC 8'LEE Wm R'N3 PLUG TASTING 8'MAIN I & MECNARICALLY RESTRNN AIL JOWK MECHANICAL THRUST RESTRAINT DEVICES SHALL BE THE TYPE 8 AND RECONNECT TO NEN WATER _ III 4� r0 BE REMOVED DESIONED FOR USE Alli DUCTILE PON HPE INE DEW ES SHOULD MEET THE TEST REWE]EHTS 10 2+00.57 SAN Al 4•PVC 0.3034 SDR 35 39.00 0.0401 5.55 557.47 55591 Z I _ _ � I OF THE CITY OF AGPRO AND BE APPROVED By THE PROJECT ENGINEER, _ Z) MAIN.COORDINATE WITH PROPERTY - - - - - = „ 1+4,437 5W Al 4'A1C p-3034 SDR 35 39.00 0.OM 6.08 55683 55485 Lu H OWNER AND CITY OF WARD- L �� j AS-BUILT DISCLAIMER: 0 4 .tib Lu ' 7 NORTH WATER CONNECTION DETAIL AS-BUILT INFORMATION IS BASED ON A COMBINATION OF FIELD SURVEY 12 0+99.37 SAN Al 4'PVD D-303+SDR 35 39.00 0.0334 5,77 555.27 55x97 rn c-N W ;Q 'S INFORMATION AND VISUAL OBSERVATIONS. THE ENGINEER ONLY CERTIFIES [1� 0+49.37 SUN Al 4'PVC D-3034 SUR 35 39.00 0.0213 6JO 55407 55308 �•OREMOVE FASTING P'NATER MNNfx fn i INFORMATION THAT CAN BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. N in 35 14 0+0130 SAN Al 4'PVC D-3034 YR 40.66 D.O271 5.96 553.15 55208 a I AS-GUILTS ARE ONLY FOR PUBLIC UTILITY IMPROVEMENTS AND PRIVATE STREET. J I 7AXL07 700 I IL'7 ei T~T TAKMAP 25 1 0906 POTHOLE EXIS11NG 8'NATER MALI. Y A Y i J p LOT 7 'r - Tti CCNSTR11Ci NEW WATER MIAN OVER TA 5425L20(10 ' N I °Z 'W.00DSIDE' .. OR UNDER EgSTING WATER MAH INSTALL SINGLE 1'WATER SEANCE INSTALL FIRE HYDRANT PER C.O.T.On NO.542 i IYj W m ' TO MAINTAIN MINI"Y COVER WN T'ANGLE STOPS PER GOY- ! { o NO.520(TYPICAL] w W in Gn -- ------- - - ------ --- --- - -=------- - _---------- - --------- -- - ---------- � TAXLOT 3100 SAN A * p iROJhL 251 0906 Q J f f J t [ suMUlr RIDGE' = 2 L T ox na ems' I z LN` w Y. - - $ H LCREST WAY - ,� ' SAN MH S!F■ I + I- -I + 1- - - + i 'g1f1 w SAN MH SS09DOW ` a T-CVL BAOMFILL PER O - �■ [ f (,QT.DIE.MD-180 W m C . _ 1 ,,^^ INSTALL 8'1 mlC;IEE WITH 8'FLCxMJ l - a Y B+UO I Q GATE VALVE TO EAST -- ., -- - ------ - - -------- --- -------- -- -- -------- -- - ------- - -------- - _- LCRES� -I U f ' RESTRAIN FIFE DETAIL WAT A ' USE EhTs1RIG SITE WRIER � rl WAi (�� I 4"a'OLP011LE IRON METER FOR LOT 14 OREIVWWAV1� ; Y' CLASS 52 MILAN 4 INSTALL 3 4'DOUBLE CHECK \ 1 k �I INSTALL FIRE HYDRANT PER C.O.T.ONG NO-542 ASSEMBLY FOR 5DX41WATER H�RANT PER DETAIL TA 5+5 1- 'R NAILLCR I WAT B eAclun aSCATNOH PER C.O.T. , W I EASTING 8'MAIN DWG.NO.5313 I YET TAP EIASNHG 12 WATER MAIN%LTH ❑ ro REMOVED -1 WATER CONSTRUCTION SEQUENCING NOTES ® 1 k k4n TA VO LEVE OR APPRovEo EaIu+LENr J 2N'8'DUCTILE FLOW ! I I INSTALL 8 GATE VALVE TO NEST I CLASS F2 MAIN 1 I I O =- I- POTHOLE AHD EIPOSE EASTANc WRIER MANS Ri %�AND O. ¢ POUR THRUST BLOCK PER C.O.1 DETAIL - POTHOLE E%ISANG WATER SERVICE IILL i i AND RECONNECT TO NEN WATER ^ i { MAIN.COORDINATE WITH PROPERTY H 2 CHIT IN B'TEES Ni0 E%ISIINIG 8'MAINS AT O AND Q PER PLAN-COORDINATE SW 133RD AVENUE TRACT'AI i V OWNER AND CITY OF TIGARD. AFTER NEW WATER SYSTEM I$ WATER NE SHUTDOWN NTH MIKE MITE AT CDT(503.716.2464)-PROVIDE MINIMUM 72 HOURS NOTICE STORNNATFR I _ APPROVED,REMOVE SAID SLEEVE FACLdN ^ AND PLUG S'IEE 10TH CNJ PLUG I 3 COORDINATE WITH GDT W OPEN EMSNNG WATER MRN SN 133RD AVENUE. 1..V E I I 1AVENLE 4- POOR STRROOLE ELOCKS AND TE BACKS FOR B"TEES- ��...._ TAA%Mx��YS 3200 INSTALL AIFLG TEE WWTH STRADDLE NOCk I ❑ It AND TE BACK5 TO SOUTH,rIFLGAAJ GV 70 LOT 70 W TAXLOT fiD0 ' I WEST,AND LONG PATTERN SKID SLEEVE ET TAF EX 127 MAH IH SW 13NI0 TERRACE. IM 5 1/NNT P10GE' Z TA%NAP 25 1 09DB k H I AND SPACER TO NORTH I LOT B 111 I & CCNSTRUCT PROPOSED WATER MANS N ACCORDANCE Mm PLANS ANLL TEST PER Ott OF TIGARD(C.O.T) Q Yi00DSIDE' Y H REDLINETENTS. Lu 9NSTALL M.hFLC VAN 8'LINE Au61ED TONAHDS f 7. FOLLOWING A�TAN(E CF NEN WATER MAIMS BY COT,COORDINATE SECOND SW 133RD AVENUE WATFIRUNE I• y � 2 � `L B'GATE VALVE TO EAST AND E R AMJ GATE VALVE JiU1DORN.CONNECT T LINES TO 8'GATE VALVES.Ai(D AND O USING SaUD SLEEVES,RESTRANIWG ' JONES.CONNECT EAS"WATER SERVICES TO TAX LOT 800 AND 700 TO NEW WATER MALI.REMOVE J I SEE SOUTH NA1QL COHNECTILNI AND TEMPORARY BLOW-CNF i0 5011TH. f I � I.V GRA1 I I DETAIL.THS sneer ` SCUD SLEFIE.S OVER FASTING WATER MALI AM INSTALL 8'MJ PLUC3 i AAbfXOT 5100 [RIVEWLY 8 COORDINATE VEH CDT TO OPEN E)15i3NG WATER MAH SW 133RD AVENUE. LOT 130 I Q I..._ 1 C I SOUTH HEATER QQjJI�E,CT10N DETAIL "SUMMIT RIDGE NO.3' ° 9, RELIOVE EXISTING B'NATER MAIN N SHY 133RD AVENUE W Sao CLASS$'TRENCH BACKFILL 5110 as PI CWS DWG-N0.590 575 575 cn 570 570 STING GROUND . 555 Fl GRAD! MIS 8' T 565 � 10 SEMI .. _ __ 'WH . 580 AS NOTED T', GYVE 07�2T�14 MH 0901 12 SA1l -- - -..4 STM a�4 5 4'STM MW SAN 550STV - - _ 5m 5 L 567. a" O_ O� EX 12'STM 545 __ ____5 TA 1 O+C MIS. 11 SW 33RD A6E STOAT. 3776(Eo A N MH Lt / - 545 r.^,Kq. �ry�inl � 540 48'AN 540 SCALE 1' = 20 FEETN- ,y� -L IIEIIEMR RAIL:6/50715 ,IA 4+7.87(8.1 qVL]SN WAY EX 'MH #S535 TA 1 39 H A RIM: i55.05 535 20 o g LZ w IG n:v rs N, B A 204 SN 37M1 ACE R _N H: AA(4']HATER �'IA 00 A 5313 r'','W GOT: 784[ E] EIF I& 543. (8-N} 530 JOB NUMBER ALL FR I EL YAlIBASED PPEIN. -LIM E OU: (8'E} 3346 CEHTFIiLIE U ESS O ERWISE N01E0 525 8 3 S S n S 8 S R S R o S 8 ' + E o � � SF:FET 0301 AS–BUILT DISCLAIMER: z AS-BUILT INFORMA11pN IS BASED ON A COMBINATION OF FIELD SURVEY INFORMA11ON AND VISUAL OBSERVATIONS. THE ENGINEER ONLY CERTIFIES INFORMATION THAT CAN BE RELD VERIFIED AFTER CONSTRUCTION WAS 7 COMPLETED. AS-BUILTS ARE ONLY FOR PUBLIC UTILITY IMPROVEMENTS AND PRIVATE STREET. N� . rr R y- i a Oaru NOES: eaW4 Ua�AT xars[) vxm 1.AS"S Dme ONLY Y" N,v-1- E NHCE 8s wur E aoZ TORT Mo OF MN I NQTM FlFAIY MOBBED. ALL PRE-CAST MANHOLE SECIIWIB SHALL 3 Pu 51EP5 x,mlN A NAMIttE NAA m CCNFONR TO THE RECIIIRMUMM CF ASTM BE OF THE SANE C 0.,RF+E AND E S 0-478 AND PPPLIC.e&E F`RCHSIOHS OF sem.T=OF DNYAMM SRPS s .y $TAHDARD DRANK..^NCL 010. �I- q x°r PErmrNn). iK p°�. �W= d C] ��`+++ W WAANwit xr FRv •�1AM.w0 FpsyE AND cmcR Rt i°,T RSiC S�Rv >B1,ESM.D AIME O, mb VW, SM.DaRwNe Na Tao-seisr oR N°.tso UNDO N NOH_SHRrN NOON ET : 3'MIMJY ; I 15•`- /O� NOTES: ..ZORILE Rb]s[L',1'AR e'1 a, b�,�• .eA ./4 .aux Tr gT IN e a �" N wwis a RsrY -DN.aNMN eeNFERu m THE Han-5HmAt raevur 2 AL POURED IN PULE DLWCREIE 91ALL MARE ANI BAY ,�� I•J}•T ��.,.".' o W iPML�AON"t"ee•s'•m,niwxNP OP r f0 EaxtEv APEROYm COPOLYMER POLYPROPYLENE PLASTIC 4, y b , `-'_Z 4-2"a .t><NE c��TC SANITARY J 4 D mwL con�uas To FEDERAL sreancnnoN ssaaamo. _•'-I' • ALL HPE OCNNECTGNS TO YNIHOIE stLelL BE ftzm rt. - SANDE BE4 no 1/Y WAEF.M RE, 11' _ •v 6 W�2` E�wm'�c"H=N F�vL`rt`ii TE-RTER A u R$Hu . a -aIRC An c c'1'9 N Ten cn�Ni ocr�E sm ae.�xxc.ro.,moo N.usE sEcnon PVC SANDED BELL �aR•rm [- - ¢ E17 8 wA�OiN1E!N wK�F£1-N CPE a r xcuT Crs�Asnuu�aitER Ivwi.aE t'-a'] `/LMFIC EJ[EiY G1EP o [ On E NEI FA({ P E FIN1°RE I F%PE wM ='xxlxNN Aw A w 1 I I - sr W N ,°.Y WILRAI RlTA M PIC P NANNONE IRATE AND . _•�,•A = J COMER 5HALL BE VSE➢IN ALL E WENT A1q OEr �&° a•�°. �'-' SIPFET AREA". rc°R-xa-BUN `b" S Y STNHLESS NIEANRL D °e e o e8 N'MN. SIFkI_BADNON-9IwNfM6 C T � 3/1'GILYANgD BAR .•.-,.i./ +.� Q O(n wR CONCRE,E PN PE ° ° 4Io s�Ev IN Rao MATERIALS: [w[xEgn Al SFr.NAPE rw. rvi.wNTP°E IN,ENRECEEPi EqruPwAGuWuN OP 1[•-0• cALVAHIZEo" a_••x...•.".a fY �V/�I BASE FeTw • KCTUN Ps W.(31r DuwFa�En R❑Nc .)DALyiED DEFORDNFV . �•=i_�•.: 6 REINFOKI ND BIR CONRIRMNG WTH ASTM A-615 GRADET/4• - 0.O CNA CTOR L• -•� OIL NA M DUNFCFMNG w ASTM A-123. RASnR . �:•N '8'4NMM CCNCPER SMEL RBNFCRCWG BAR xiHIMNwuJ s/e00rtmRTRicx ff ^•:• A""-'" F.�,- Ry-. K - - uEEnHG FEWINEMENTS of ASTM AIIo Px`iPhnAiEO NOTEv W . •' r_�r,�;L.YiS,T;:�,.�.�•:-." wRH,NIFCTIDN NClDEO COPoLttAER POLIPROPriEIE 1" SUBURBAN T)PE NOT FOR USE IN TRAFFIC AREAS CF Cg CTOR AND AR,EFIA_SRCElS r NNHUI OF IP-O'CLMPACRL - y+ ~� 2 DOWN AND FRAME SHALL W O AY GST IRON A$1M A-4B CLA5 X). .. wr1ARnN.:.]^•.."-,. j wiH SERRATED 9uPFACES > O RR2 wi,lAleL •.�.- 4"FOR DALNMRTEO 91EF w WLER AU FRAME TO BE AA.GwNED TO A,PDE BEIF+NO ALL PRCUW .fix U SUBURBAN AND STANDARD V� PRECAST CONCRETE CdearLWa�r 5exnomIca.,A� MANHOLE FRAME AND COVER � n STANDARD MANHOLE " j MANHOLE STEP L� DRAWNG ND.010 REHSID oP-D3 DR.4TIING NO,020 MANHOLE BASE rawsED vs-GT °ve°m'°�°°•Yik'r- DRAWING ND,100 DRAWING NO.110 SANITARY REUSED 12-.01 o.r°.®m.�rPtN^I°•r• H N PLAN N ER,v LINE OR . "KI [AxYEIR I J CLASS "B" CLASS "A" EZISTING PAVEMENTA 019 OUT REPAIR SAW CUT OR[.BINDING L� T mN�`Ac io TiRA v r r . 7.E .;A nn sEeDRE Ufu iu Naurq C#Y nM'A NA�MHIAL „uxss OR wsnc B-NNA W+IT NN W RR,' TOPQETPWBURFAAC[IROFICID NF°R6'AIN WTO PREVFSNT PLv6 CLtlnOPF R+ECIEIW xTelsTRucnw At1 a�SE At-0 - °9 0 °DAND WIN FAl:TyEr tiEC mRNA UNLESS OTHEWKWPItOMio .. ,r WAY,.E EDP SOON AGGREGATE BASEROCK IN.9141 EE On[LT INEw �R y°..ti.ASTM�o-roP TED s EMsRl1 ° °°° n�p ° o Oxsru o-,a 4] ETO E-AVATON °U°O°°pww+aRsy-sv xnHa a1'aF °D° °Cy° p°o❑�o°p�� $g'❑c o°Eb 4a Oe I�f —I I�—I CouPACTEO SVBCRAOE nn ° p Se.P W PYC MUEETANG AAmwO 127.4 T 9L,VNFd �unOlgryRREp 6 o aD 00 P IMI AAs,�Lve aro'ED: 1 �urloRnAaeo �90m.ai is or N ?"A*�" E °y'�� ° LOCAL STREETS 2 FOR SANFIARY 9DE 211EP' '6 Q -w E FOR STORY INCE flnimRE 71FIRTH SURFACE L� EORsnNo O ❑O [) 3 4"-O YIN Z n.sr ROoc 6 u O Ply�,p AC-s• CLASS-1/'c' AGGREGATE ATEOONCRETIE, 'n 1. TorAL LERIam rF zxR wwmv _ PO 0°e ep AH-d' (1-1/2"-Cr)D')AGGREGATE 9ASETtUCK 'n L T m On A—'ED s[i OF RANs SDREWE xnGaEnc WIN ]/4;.4 -.,r e p e �+• STREET Inge - ■ OR E' � -'•�� ❑ AC-6"CLASS"C"ASPHALTIC CONCRETE �� nr� _•e•r= . •• MINOR COLLECTOR STREETS: r•:�' Fpc xac LFiE1 xRaFnc riwE Wm aAw LErTERNO +'w crasnm ua PPE arpUND AmTNx,^. c4fn v1 5E>BUBIEP B60Yi.• �R _ + AC-7"ASPNRLTIC Cq+CRETE. N P1RED ioDwoN, 'i` PWS 6' Ag '[ pY-0') a• -= -4 1-1 AGGREGATE BASERpp( PEASE tr ANDME TOP LF PPE AND~ST b[•. � H .•.-'' �01t0 3 a•-off°e °`<r. AC-9"CLASS ASPHALTIC CONCRETE DPSElND7 kf: If FS HPE R�BFDD0 e° DIOU171 R{$ MAJOR COLLECTOR STREETS Fs"c a Rc m C TE WT TO BE DONE AFTER E%GVAUQN AND 1ALRFML OF,TE . AC-9" CLASS"C"ASPHALTIC CONCRETE. Jar�f� +� 2!EE STI.DROMW 40.5ri0 FDR REmN6 PIK ZONE.AND Tt NN BAONFu. A$-a-[1-1/2"-0°)AGGREGATE SASEROM ArE:07/Y1�14 1/2 PRE OJ1.PWS•'WIN FOR Pi!SNAIER YRAN Te<' REWBE0.IREUW STN91RR,pN •MN11Jx SCFE FCL 1/2 PPE OD.RSA 6'Yrl MIN mE TC AND LeRCEH 9XAu RE SPED SEPFI m, vY ' 3/'-0 PIPE 20AAw E wE NOTES: C PIPE=P.mO MA NL AR VEaDED OF SEDUNG w1ERIA_ P N °qo 4-PIPE.O.OxO I" JOTS TO BE TACK AND SANDED. 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NOTE:YEWANICAL REW REGTRARNT IS RE¢uRED FOR TI/wsT RMMAN7 TEMPORARY AS NSD DOUBLE CHECK A.T.LF. _ FIRE HYDRANT — RFw:x«a _ @Vl[07�2E�14 IXuc ,• m STANDARD THRUST N STRADDLE BLOCK H, n mora nE 3"STµ ASSEMBLY 530 ASSEY9LY 547 BLOCK 560 om 561 BLO►FOW 570 �:&ta:" 6 RENEWAL BATE:6/30/15 AS-BUILT DISCLAIMER: AS-BUILT INFORMATION IS BASED ON A COMBINA11ON OF FIELD SURVEY INFORMATION AND VISUAL OBSERVATIONS. THE ENGINEER ONLY CERTIFIES INFORMATION THAT CAN BE FIELD VERIFIED JOB NUMBER AFTER CONSTRUC11ON WAS COMPLETED. AS•-BUILTS ARE ONLY 3346 FOR PUBLIC UTILITY IMPROVEMENTS AND PRIVATE STREET. SHEEP � �C3�3