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Home My WebLink AboutWalnut Creek Subdivision ij AL.NUT CREEK �G �97y i PROJECT TEAM a, D V LOPER 54—LOT I/ A� Ak in A MATRIX L OPMENT CORPORATION 54—LOT SUBDIVISION Y - S $W WEIR 10+L ,i 12755 AVENUE,#100 ■f,' 9 9 PORTLAND,OR 97223 IP PHONE (503)620-8080 � �J J fA%-503)598-8900 . CA m CO9TAC:CRAG BROWN '_�f �, N t or ,xE G HILL OR SURVEYOR �o ° ,ram a ' A ,,,,, SR DESL LLC Ark I I e I I 31 RIP Q1 o 8196 S HALL BLVD,SUITE 232 ¢' / oo `O 1a BEAVER ON,OR 97008 1 I / I B . 13 p M 9 Hi: I1:1 piii,, � 3 14 El EPRONE (503)469 1213 \ M M L.J_ M L. ® - -. 1CONTAC 503)469-8553 at�- '_IAICT' Errimiin itgc cr aw muurowe,WAY i �.tl ee ze N �i is TOBY BOLDEN \,\ M -�-_ ——_ �, aPo g(. 2 CIVIL: ENGINEER % sW sM�� 1 1- f_ �� y LLC j \, NS $,j�p�L " n SW NORTHN W DR SR OESK7N ro i/\Ra E A �. _ I [-I— .^" I� SW_U�8196 S HALL BLVD,SUITE 232 \ BEAVER ON,OR 97008 \w4.. �' _ /W PHONE+(503)469 T3 '',,,_gb 4j W p I N 49 m- FA% 303)469 855.1 c4'J \ , il CDNTAC:SIEVE ROPER �' I..>,�'�I . VICINITY MAP r TRANSPORTATION { /.vTT'\w�\L1_."i I „� NTS ENGINEER �\ / '° „ % SHEET INDEX CHAABONNEAU ENGINEERING LLC / \ \�� 19J r�� '(,(/� Cl COVER SHEET 6 9370 SW GREFNBURG ROAD,SUITE 411 �� / /AII� \ Y2- C2 CONSTRUCTION NOTES PORTLAD,OR 97223 I SITE PLAN b� \ `V Me -- C3 EROSION AND SEDIMENT CONTROL COVER SHEET 3 m J(503)293-1118 I SCALE: 1'=100' \' ,. ( C4 EXISTING CONAND EROSION AND CLEARING L PLAN 0 o FA%-x1 293-1119 -_ CS GRADING AND EROSION CONTROL PLAN PHONE Q 00NTACt:FRANK CHARBONNEAU Cl EROSION AND SEDIMENT CONTROL DETAILS < C7 GRADING AND EROSION CONTROL NOTES C8 MASTER UTILITY PLAN m z CONTACT INFORMATION C9 NIGNAC£,STRUNG,AND IJOHTING PLAN U 3 8 g CIO STORAGE AND STRIPING DETAILS (i) CITY OF DT NA-MIKES-E(503)PALMER4(54 CII STREET LIGHTING PHOTOMETRICS co le NCRIHW7'Si NATURAL CAS SCOUT ALME (503)721-2449 1- PORTIA".GENERAL ELECTRIC-LORRAINE KAT2(503)570-4407 CI00 NNSIIUT CH 0.4 STREET/STORM PLAN/PROFILE EC <=8 VEPoZOV BRN9DON KPRLER(503)626-0523 C101 WALNUT CREEK WAY STREET/STORM PLAN/PROFILE 1,1 C102 WALNUT CREEEN WAY/CT.STREET/STORM PLAN/PROFILE C 4- C104 STORM FOSS COMCAS(-MARGARET PORTER(503)605-4833 PTREEET/STORM PLAN/PROFILE do LAIN C105 CITY OF DGARO STREET DETAILS 0 C106 STREET ANT STORM DETAILS C107 STORM DETAILS Q C108 STORM DETAILS C200 NORDIVIEW OR SANITARY/WATER PLAN/PROFILE - C201 WALNUT CREEK WAY SANITARY/WATER PLAN/PROFILE 3 - C202 WALNUT CREEK WAY/CT.SANITARY/WATER PLAN/PROFILE CO f - ' C207 BLDESTEM IN SANITARY/WATER PUN/PROFILE - - / '�I P/S PUP R/W x/W C203 SANITARY DETAI ASANITYILS I PLAN P f—]I'TRACT WOM - e 69 ACHY-OF-WAY - 1-e'�1E C208 WATER DETAILS U _ 01N 03'_4— DR 011 TD PURB---T c C400 WALNUT STREET IMPROVEMENT PLAN/PROFILE 10'PAYEMDIr _ -0s A C401 WALNUT STREET IMPROVEMENT PLAN/PROFILE W _N SYy._Er NE Li LANDSCAPE PUN INY SS Y L2 LANDSCAPE SPECIFICADONS w+ ay SIAN A.11 9461ITxF Y G PLANTER sIA RECORD RI+ 9 E60AIRE CLA9 8 GII , w ry° — Px z� OM _' - LEGAL DESCRIPTION DRAWING w+ E0/18/07 " uOJxTAaf CL1R8$'4y !� LOT 66 OF CASTLE HILL PLAT J{L Wh TAX MAP:251 0488 m STPfRMR AIR I S-I/2'AC WORM IN 2 AS J//-A EMAMUG4h eASE ON TAX LOT:100 GCAEG0TE BASE ON COMPACTED (I /Y CUSS C INSTALLED On 2'CUB 9'1-1/4-0 AG.YILGIIE 845E I-I 2'AC INSTALLED IN 2 MFES NW 1/4 SECTION 4,T.25.,R.1W,N.M. B 1-1 2.AGGREGATE BAS0 SI03UDE I a. i C INSTALLED Gx R CL455 B) WA.INGTON COUNTY,OREGON aorcxrw,410°'Z Mowos. TRACT TB'PRIVATE PRIME SECTION SW BLUESTEM LN STREET SECTION NTS xis P R W I EXIS G PAY SONG RP R W RW PUP IMPERVIOUS AREA DATA 6 �45 HALF- M PAY NE 8 - 3B'HALF WOM R/W `A GNIT Cf-WAY 0001 O M44042 .AREA 6 �f 24'HW- M 24'NAf-IRON a 2B NAB TO CUPS ! w ab PAVELIENi al•�l 5- - I a.s' N NE M rs 14 P{KA _ UO% MIMI ns. r ss' r 14' r xs s• o.r OWEEWNO U p nLK 7z55W sF O F' Q d,4 SONS PUNIER BIKE TRAVEL MEDIAN LI Q5 mx11 RAKER EI E TRAVEL %ECMH 21 so.PUNTER PARKP. TRAP.TINE PARKING PUNTER WWI N{. (4 LOY 0,AO Wu.). IIAGE0 SF. a oS LINE WIE •A.N UNE LANE HAY TOTAL IB$170 IF EXISTING WRB ER511NG[LAB J 8 EXPGLURE } CURB k GJ BATE 9-TO 0Y zx u '" --'' Lam zz vAwE 4r ?4-.. zz z�as_ uoz zx zr ' Erv�PAnECRD sisoM w+ S ROPER NO CUB a OMEN 1 -FNSIYM ROAD w+W1' OM 8 MIEN . 9,0 ry y1S' ' ,•� + 4 AC INSIAlIEO IN 2 LIFTS IS...AD �y f//44 ��yy B'�x CHECKED s •] GA I CLASS C INSTALLED CD 2 CLASS B T'I_' -.• I B'1�1/2t AAQ'REE4ITC BA9 SHEET PRE POPES 11 I I 0 WHO R B COMPACTED CglPAC1FD JJ I}'AG H TAl1ED IN 3 uFn CALL y1 ,r� COVER EGHAIR sALF- 2 5 G INSTP1tfD IV! M55 B (I(COT/AT5 G IMSTMIEO Gx Y EL154 B) CALL BEFORE YOU DIG SW WALNUT STREET HALF-MOTH IMPROVEMENTS SW WALNUT STREET HALF-MOTH IMPROVEMENTS S'H WALNUT CREEK2WAY SW WALNUI•�EEK COURT _ sHEPT rvuMBEIT WEST OF SW NORTHNEW OR EAST OF SW NORMNEW OR $1 N {V7EW�R ELS€O]PoN ,ws�OREGON UTILITY NOTIFICATION CENTER ry� NTS NTS Ors IA►f 1-800-332-2344 • GENERAL CONDITIONS STREET CONSTRUCTION NOTES I ME 01YS STANDARD SPECDCOBGD FR 1RAHICCONTROL OS'MANUAL CN THE UMFORIA 31 THE PERMIT HOLDER SHALL CAUSE HIS CONTRAMCR TO PROVIDE TO THE CITY INSPECTOR IN 1. STATIONING TS BASED UPON STREET..LINE UNLESS OTHERWISE S.F.. IAMME.TRW DEVICES FOR STREET AND(ONSAYS",U.S.DEPT.Of MANSPORTAIEN, 0011NG.ME NAME AND 24 001R EMERGENCY TELEPHONE NUMBER OF A DESIGNATED 2 ADJUST All MANHOLES LDS AND VALVE B2}ES TO FINISFD'OADE FHWA,1980 ED. 'COMPETENT PERM'RESONSCLE F.CONSTRUCTION SAFETY AS PEA R-05HA,CHAP.E2. 1 ALL URUIIES STALL BE INSTALLED LWGERGNOJED(IN0UDNG 130M AVE). N h ].IRANIC CONTROL SHALL BE PROVIDED FOR BY ME CONTRACT.IN ACCORDANCE MM ME DV.3 CONSTRUCTION,SUB-TINSON P-RCAVATONS.ME C.TRACTR SHALL NOTIFY ME 4. STREET LICHER°SHALL BE IN AOGFVA0CE MM ME CITY OF TURD APPROVED LAYOUT. OM STANDARD S'E0NC0PO AND,.0,IN ACCORDANCE MTH A CITY(00 SPECIFIC) CITY INSPECTOR R ANT/All A59GNYEHT CHANGES. 5 TUFI DOOMS Aff TO BE ELECTRICAL GRADE SCHEOUIE 40 PVC AtEXTENDS TO 6'PAST i APPROVED TUFFIC CO1R0.PLAN.A COPY OF THE APPRREO TRAFFICCOIROL PLAN 31.It IS TIE SOLE RESWN5IBLLEY OF THE PERMIT HOLIER TO PROVIDE FOR PROPER RIGHT-OF-ENTRY RIGHT-OF-WAYLINES MM 36'OF COVER. / 00 00 SHALL BE AVAILABLE AT THE WORN AREA AND/OR EASEMENTS PRIOR TO STARTS WORK.PROOF CE RIGHT-Of-ENTRY CR PROPERLY EXECUTED 6. SPROUT STRAIGHT MAI1ENE4 TO mar 44:5.G PAVEMENT WM NEW PAVEMENT. PUBLIC ROADWAY SMALL NOT BE CLOSED TO TRAFFIC.AT ANY TARE,WITHOUT HANS EA9.ANTS.SHALL BE PRON.°TO ME OTY.THE CITY SHALL IN NO WAY BE CONSTRUED TO ]. S1000 P9 CCN1HE1E SCR ALL SIDES %CHORDS AND DRIVEWAYS PER CITY OF TGARD U Nl g i J FIRST 0U1AIK0 WRITTEN APPROVAL FROM ME CITY ENGINEER ME PE111T HOLDER IS BE LIABLE FOR THE PERMIT WADERS FAEURE TO OTAIN R PROVIDE FR PROOF OF RIGHT-OF-ENTRY ENGINEERING STANDARDS q.. RESONSESE fR PRONSON OF TIMELY N00fIATON OF TRAFFIC FLOW DSRUPTONS TO R EASENF 101 8. WMPACTOR TO PR0N0E MAFEC CONMW PER CITY OF TGAE,AND N,U.1.0D.REQUIREMENTS. AREA WEE EMERGECY SERVICES(TGARm POKE DEPT.,unarm TIDE ADD RESCUE)AND l2 BEFORE PU(EMENI.THE FOOL LIFT R AS.µ0,THE PERMIT HOLDER SHALL.AN AND HAVE D. ACCESS TO EX15TRO TRACTS OF MIND SHALL BE PROVIDED FOR AT ALL TARES 1) ro O TO TO-MET MA YARD AND BEAVERIR SCHOOL SSTI0CT. Ott HOLDER DI A PRE-ACCEPTANCE VIDEO INSPECTOR OF ALL NEW SEWER LINES.THE 10.GROWN CONTR..DRAINAGE 0..MCL AND DEBRIS T.TRBL STALL BE PROVIDED FOR AT 10 ¢ „� ALL PROVIDE ME CITY MTH O DAYS R 1NO.050 FOR ME.0 ENSPEC.. ALL TIME%AIp SHALL IE IN PLACE PRIOR TO C0INENCEMFNI R C.STRUCTR. 1 MOTORING PUBLIC BY 12 1000NI Cr AN ADVANCE NOTIFICATION mom AT EACH DE Of THE NY.CIENOR SHALL BE TPPARED BEFORE PLACFMDR R FINAL OFT. UNS1E3ACTIRT PEAFCRM0 00 IS CAUSE FOR TERMIAII01 R ALL WORK AT ME 91E UNTIL ^ (0' CONSTRUCT.AREA 22 H0.R5(MUM)BEFORE 00500 OF CONSTRUCTION WORK. CORRECT.OML CRRECTICN ODORS SITSACNRY TOME DAINTY AND USA. H NG PROFESSES WALL BE MAINTAINED AT ALL TIMES INCLUDING NORMAL 11.ALL CONSTRUCTION AND MATERIALS SHALL CONF..MESE PEWS AND ME APPLICABLE NN 5 DB1HRY 0RNCE AND NAIL.AIDS AND IF NOT,SHALL BE CAUSE FOR WOK STOPPAGE RTL REQUIREMENTS R THE CITY OF TIGARD. coo EFFECTERS ACCESS 5 ES0A0141E0. 2 ROTH ENGINEER,CITY INS ECIR AND 010171) BUSINESS DAYS BEECHEN COMMOCINC WORK. ••m Y. 6.TRAFFIC CONDO DEUCES,MRERSONS COT,SHALL BE IN PLACE PRIOR TO INTATOR OF II ALL SIRING,PAVEMENT STRIPING AND NAM..AND PERMANENT BARRICADES TO BE • UCTON Vp0G ANCSHAl0 BE EFFECTIVELY MAINTAINED. TµLED,REMOVED AND/.RENS1µLLO BY Trt CONTRACT.. I.NO WORK KNITTED DURING THE H0R5 e 9 O Pu. 1R THE AREAOF THE SITE DESIGNATED ME PLAN TO BE REGRADED SHALL BE STRIPPED TO $ N]WAY_YONOAY THROUGH REAY NCR BE1WEF SORB PRY,N W,JQ(g{I,S4RROA REMOVE ORCPNC MAMMAL. NCR BETWEEN W PRY.TO BAWL 9LNOAY 12 All.BA200.FNI REWIRED S4 BE SMUCTIRAL FILL MEETING THE REQUIREMENTS 00 0.MINIMUM 0 0 EWE MOM SHALL BE TWELVE F 2)FEET PEDESTRIAN TR VE SHALLALSO SPECIFICATIONS OF ME CITY R TGyE ME IFS PRO 01 SHALL RETAIN A CERT.°TESTNO FOR. FIRM AN MONO A ..RED BY ME PST,[ ENGINEER. 9.ClE ATY .THE RENT TO AW m R MODIFY TRAFFIC CONTROL W RRRTS AS MAY WATER SYSTEM GENERAL NOTES: .A PRECRSMUc00 ALe1INo 5 RECUIREO CONTACT MA A HARREL(639 4 J1)CITY O BE NECESSARY M EFFECTIVELY CONTROL TRAFFIC AND TO ASSURE PUBLIC SAFETY TIGARD FOR THE DATE AND PLACE. �36�, 10.BEFORE N TAKNG ANY ONs1RucTOn ACTNn ME T R 90LL CONTACT THE CITYS I. TR 12z Of ME WA.SYSTEM COSTS MUST BE O DEPOSIT PRIOR TO DECKING t] OVER TO PROVIDE ALL TESTING RESULTS AS REQUIRED BY THE CITY OF TIGAIp. �"<(��{ PRIVATE DEVELOP...RENEW ENGINEER.0639 41I1)M ESTAMI.A PUCE,THE AND 1KN ON WATER LINES,AND TO RECEIVE A CITY OF TGARD PUBLIC MORNS(TRW)STAMPED YYY(�� S. I ME PERMIIT N0➢ER OR ORR HIS W0Mn[CEI0RGMALL NOTIFY ME CIm INFECTOR AT 639-tm 2. ME APPROVAL 01ORC 0 11 1IMAIH 0 SET R TRW SEWED APPROVES PLANS ON ESE cONSTRuc50n STORM.CONSTRUCTION NOTES (24)HORS PRIOR M c0M1ARGNG WORK o A'ENTY-FOUR(24)HOURS TO ANY STAGED NSPCC.(SEE AEARE0 LISTING)AN AFTE CO R PLETNO WORK K 3 CURBS AMUST BE TN PLACE PRO 10 INST.ING WATER MAINS 1. H YDROSTATC AND VIDEO TESTS°Of ME STORM SEMEN SYSTEM WALL BE COMIC.IN BY ME PERMIT. A NOTIFY 1PW WATER ONSON 18 HORS PRIOR TO COMMENCING CONSTRUCTOR 10 SET UP A ACCORDANCE WISE CLEAN WATER SERVICES STANDEES RS0 00-7.ALL NECESSARY TESTS I2 A COPY R THE PERMIT AND ALL AITARANIS,AND A COY OF ME APPROVE°ONSIRUCTCN PRE-CONSTRUCTOR MEETNG.TELEPHONE 639 4121 EXT.38 SHALL BE PEBEORMEO BY ME 00100.CTR AND WITNESSED BY A REPRESENTATIVE R ME PLAN AND All EN.RAIL BE AVAADLL YAM AREA ME YA AREA ALL WORK SHALL CONFORM 5 ALL WORN 91All N ACCORDANCE MM AWWA SAIDARO0 OW OFM.A TRO AIp TTE ENGINE.. TO Trt PERMS TERMS,WKAMIXS AM PROVISIONS AND M THE OW APPROVED PERMIT 8. ALL WORK WILL BE INSPECTED AND APPROVED BY MW WATER DIVISION. 2 LOCATION R ESTNG WRITES AR4 BASED ON AVAILABLE INFRMATOL I1 ES THE COMACICRS PLANS AND APPROVED PLAN A.M..AND TO THE 01Y5 STANDARDS AND SEOFlATONS 1 ALL PIPE AND FITTINGS SHALL BE OUCTLE I.,CEMENT-LINED.R NEW MANUFACTURE MO MADE IN RESPONSIBILITY TO FIELD VERIFY DRA AND LOCATOR C;ENSTNC UT ITES Km(00 10 OONSNWTON 01 TO MESE GENERAL CONOTGNS CRAKES TO ANY OF THE AFORESAID MUST BE APPROVED THE USA PIPE WILL BE Itt0N SANT TOOTLE IRON,CLASS 52. AND UIFRN ME ENGINEER R ANY DISCREPANCIES IN ME PLANS.CAL FOR LOCATES A MINIMUM Cf BY THE OR,IN ADVANCE RR00 0101ER0RMANQ a N'Cf J3/4'MINUS GAVE.CO.FOR ALL WATER MAINS W STREET AND RIGHTS OF-WAY 48 HOURS PRIOR CONSTRu TO CLEAN WATER SERNGES ONE OCAS 246 8899 //1/^W 1 M APPROACH ROADS S THE RESPONSE LIFT R ME PERMIT I ALL AL AERATING ARMS ALL BE MTN A'Of FINISHED RARE OMRWSE VALVE OPERATING 1 EN 91E0 RM ELEVATIONS OF MANHOLES MINN PAVER ARE ADPROX1NA0E FINAL U101FINI.0 CD HOLIER THE TAW AREA AND APPROACH ROADS SHALL BE MAINTAINED N A CLEAN CONDITION, NUT EXTENSIONS MIL BE REIN RE° RIM ELEYAT OS SHALL AT.FI SED PAVEMENT GODES.MS OUTSIDE R PAVEMENT SHALL Y ��••.. 1 FREE FROM GBSIRUCIEVS AND HAZARDS A COPY OF ME PERMIT HOLDERS CERTIFICATE. 10 POURED CONCRETE MNUST BLACKS OF AT LEAST 8 SQUARE FEET OF BEARING SURFACE AAE REWIRED SET 6'12 ABOVE FINISH GRADE p NSIAN.SHALL BE AVAILABLE AT THE WOK AREA AT EACH TEE,CROSS,AND BEND LOCA. 4 PIPE DEWING AND ACKFI1 SHALL MORN TO.AN BATES SRNCCO STANDARDS (\ z 1 ROE MS R STORAGE CO MATERIALS R EW PARENT OF ANY NINO II. RE HNR,A A ASSEMBLY 1N9S..AN 0011 RC ION 6'FIOIAJ GATE VALVE 6'010 HANG S STORM SEWER MANHOLE CONSTRUCTER WALL CONFORM TO CLAN WATER SEANCES 10 5000DS ALL m Z 00 4 UPON ANYDPUB IC ROADWAY IS SMICRT PRGBLB ISO AND VIOLATOR SHALL BE CALI.FOR H SEW MO MODERN MUELEt CENTURION FIRE HYDRANT,A 442,5'(1 5-1/4'MVO.]PR1 6. µL STORM SEWER SEANCE LATERALS SHALL TERMINATE 2'BEYOND TIE PUBLIC UTILITY EASEMENT 6EEL}�JL IMNEOAIE CANCELLA0ON OF ME PERMIT.ME MAY AT ANY TIME ORDER IMMEDIATE CLEW UP (2-2-1/2'NS1 HOSE CO110180 14 1/2'ST FUCCERL 11/Y PENTAGON ORATING NUT OPEN MESS OIHERWSE NUM,AND SHµ BE PLLDGDED TO PREVENT OBT ANON DEBRIS FROM ENTERING PIPE Ayp g 6 STOPPAGE OF YERK TO A LEFT COLOR YELLOW APPROVED EQUAL DUELEt CENTURION A-423,A1RW5 PAC.02W 0.0W IN ACOROANCE MTH CLEAN swam SHARD SOS.THE ENS R THE LATERALS SHALL BE "`ll///VTJTJT 15. REWIRED.EERS1N CONTROL DEUCES MUST BE NSTALLEL AND DED.ON AW STORM ADAPTOR. MARKED MM A WOOD 2'X4' I VERTICALLY AND EXTENDING A MWIMUN R 36'ABOVE FINISH GRADE NNNINNED MEETING THE Ira EM 5,010 1 ME CITY MAY AT ANY TIME ORDER 12 EACH Ff0 IDDRANT SHAH BE WSTAOEL UPON A PRE FRMD LMRETE BLOCK WM 1 1/2 CUBIC ME MI.MARKER SHALL BE PAINTED AND MARK.S DIRECTED BY A REMESENTATVE FROM ME rc C.RCCTVE ACTON µw STOPPAGE Of w.K TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL YAR05 O CRIME°I 1/2'3/4'DRAW ROCK.TARPAPER WW1 BE WO R TOP Of ME RAIN RCR M CITY OF 1EAIN (SEE RAWI 290 ST FOR DETAILS) 5 a p g I PROPERTY DISTURBED...INSTRUCTOR ACTH,SHALL BE SEEDED MTH A STANOAR9.ASS SEPARATE THE ROCK FROM ARM COVER. A. A MINIMUM O TWO FEET(Y)HORIZONTAL SEPARATION II REWIRED BETWEEN WATER AMI SWITARY <10 2 6 NIX;SHRUBS,ROWERS,D.O.T.EMSIING SONS,PAN.1EN1 MARKINGS M.O.,EDT. 11 ALL SMEARY SERER USES WITHIN 10 FEET LATERALLY R 3 FEET VERTALLY R A AIR MAIN SELL AND STORK USES WIFN CROSSING.ALL CONSTRUCTOR SHALL MEET CW% STALL BE RRS1A&ISHED,RBNSTALLEU OR REPLACED,WM LIKE KIND ANTI MAIERUA. BE ENCASED IN A RENFRCBU CONCRETE AA00:T 6'MKK FOR A OSTANOE OF IC FEET ROM SIDES R 8. THE STORM SEMEN M.SHALL BE ONSMUCiR IN ACCORDAAKE MM ME.PUNS AND ME rv-2 12.EFFECTIVE MANAGE CONTROL IS REWIRED.DRAINAGE SHALL BE CONTROLLR WITHIN ME WM CROSSING.MIRE CROSSINGS ARE NECESSARY,THEY MUST BE MADE AT APPROMMATELY 90 DEGREES DESIGN MO CONSTRUCTION Si ERRS,APRIL 2003,Of THE CLEAN ATR SERVICES SITE AND WALL BE SO SATES MAT ALIACRT PRIVATE PROPERTY,PUBLIC PROPERTY AND NMI At LAST 18'OF SEPARATOR. ALL C.S.P.SHALL BE ASTM C-14,CLAW 1 UNLESS OTHERWISE SYCMR ON Pt. 3 Z THE RECKNNG SYSTEM IS NOT ADVERSELY IMPACTED.ME CITY MAY At ANY THE ORDER MANS WM A STATIC PRESSURE IT TO ION PSI 9.1 BE TESTA AT 150 PS FOR RE(1)HOUR 10.ME CONTRACTS SHALL AT All DRS ADORE BY APPLICABLE SAATI RULES R O S.H.A.AND N CRRECTIVE ACTION AND STOPPAGE OF WOK TO ACCOMPSH EFFECTIVE DRAINAGE CONTROL. 14 ALL A AMMUM LOSS R 5 PSI WAIFS MAINS WM A SEATO PRESSURE GREATER THAN ICU P9 SHALL BE PARTICULAR MOSE PERTAINING TO ADEQUATE S ORNG AND TREN.PROTECTION OF WORKMEN. J IG EXCAVATOR(S)MUST COMPLY WM OR.S15I.M1 THROUGH 267 521:EXCAVATOR(5)WALL PRESSURE TSIRAT 1.5 TIDIES THE STATIC PRESSURE FOR ONE(I)H.WISE A MA0MUM L.OF 5 PSI. 11.ALTERNATIVE STORM DRAINAGE PIPE MATERIALS MUST HAVE APPROVAL BY THE ENGINRR L CITY Q NOTIFY ALL UPLIFT COMPANIES FR LINE LDOATONS 72 HORS(MIN.)PRIOR TO START OF WORK. 15.CONTRACTOR SHALL T-PATCH R REPAIR µY 1.BONG A.C.PANTO OR PRIVATE E5E5 OSMRBEO PRIOR TO ClU RPIPES VAN LBWS MAN 3'O6 OVER SHALL BE RENE.(.ONRETE R PVC C-900 UUU D00115 TO WRITES MALL BE CORRECTED At ME PE NN HOLDERS'EXPENSE. CUE TO PROPOSED WA.LFE CONSTRUCT..REPAYS STALL BE M.M THE SATISFACTION R ME C SIR TO HAVE MN.I2 A ADS). 19.CONTRACTOR MUST VERIFY ALL EXISTING LITOTES BOTH VERTICAL ELEVATOR AND HORIZONTAL INSPECTOR. S.M..PIPE WALL BE CAW.CAW.P CONFORMING TO CLEAN WATER SERVICES STANDARDS. PRIOR TO START Of WORK(POTHOLE BEFORE DIGGING IF NECESSARY),SH0A0 C.NCM 16.UPON SATSFACIORT C.PLETON OF TESTING,ME NEW MAINS MID C.N[CT.S TO!STING MAINS SHALL II All STORM ATRALS TO BE 4'PVC W11F IN COLOR AT 5,20W UNLESS OMRMSE NOTED.ME PUNS. LOCATOR ARSE OFALL ANU MMES.OR RELOCATION FACILITES BE NECESSARY,ET SH BE DONE AT ME BE CIEANEB AND R m TER USE°M POTABLE WA PPRIORM 0 SINFECTR .SING VELOCTR SHALL BE AT I Tp1.ALL LATERAL STA NG IS BASE0 10 STORY STATIONING PERMIT HOLDERS EXPENSE CHANCES MST BE APPROVED BY M LEE CITY IN ADVANCE Of WORK AST FEET PER SECOND DISINFECTION SHALL DE N AOMDµCE NM AMA STAND.C661 92,ME 15. MISNG NULL.GAUGE.TWO REMANDS AT EACH SIR'I DAIS F SECOND AT RIGHT ES TO THE - - - PERFORMANCE.CONTRACTOR SHALL COORDINATE M WO E W(MM AFFECTED UTILITY MEO ES. STATE HEALTH DIVISION Alp Ott REWRRRTS ME CONTINUOUS FEED MEMO R OSWECTON SHALL BE FIST THE MO READINGS WILL BF AVBRAS 0 TO W N TEST OEN9FT. • 20.A.PORARY HARD-WRF.PATCH(COLD MA AC R HOER NIX BASE PANNG)SELL BE USED.DISWfECTMG MIXT).SHALL BE A CHLORINE-WAIFS SOLUTION HAVING A FREE CHLORINE RESIDUAL CO 16.OWNER TO TO PROVIDE TESTING RESULTS AS RE0111.BY ME CITY OF TARD PACED ON TREN01E5 WITHIN ROADWAYS AT THE END OF A01 DAYS MUSK.NO TRENCH,ON PM.ME NRC➢R 0IXNRE WEI BE PREPARED BY INJECTING A CALDFUM SWUM HYPRMRITE AND R' F-91E SHALL BE LEFT AT ANY THE IN AN UNSAFE CCNDITON.THE PERMIT HODS WATER O1...I.INDS ME PIPfl1NE AT A MEASURE°RATE VIRILE FRESH(POTABLE)WA.5 ALLOWED TO ROW SANITARY CONSTRUCTION NOTES s IS RESONSIBLE FR AND LIABLE FOR HAAAOS OR DAMAGE RESIDING FROM ME PROSECUTION THROUGH ME PIPELINE SD THAT TIE CHLORINE-WA.SOLUIEN IS OF THE SPECIFIED STRENGTH.TREATED R ME WON. AIR WALL BE RETAIN.IN ME PIPELINE LR0 EJOJ.TO DESTROY ALL.SPORE-FORMING BACTERIA El.WORK PRONG TER ME PERMIT SHALL INCLUDE REPAIR OF DIMING FACILITES(ROD LPICAL RETENTION PERIOD IS 24 HTORS AT THE END OF THE 24 HOUR PERIOD,THE PPELNE 5 TO HAVE A 1. THE SANITARY SERA SYSTEM SHALL BE CONSTRUCTED IN AOµ MM CE THESE PLANS AND TE DESIR ANON ' EDT.)AS AY BE NECESSARY EN THE OFT INSPECTORS OPINION,TO OVERCRE CHLORINE LEVEL R A(FAST 10 PPM.AFDR CHLORINATOR,RUSH ME VIAIR FROM T£LINE TTE ME CONSTRUCTION STANDARDS,APRIL 2001A Of THE.AN WAOR.VICES: RECORD • DETEMORATCN R DALOGE WHICH°CCUffO IN.JUNCTION MM ME WORK AUMR ZEO BY WA.MRTORWT TIE PPELN[IS[DUAL CHEMICALLY AMI BACTERIOLOGICALLY.ME PRMANRT SOURCE 2 ALL SANITARY SEMEN PIPE(.PT SEMEN..LATERALS)SHALL BE PVC PIPE CONFOMENG TO ASA THE PERMIT C.RECTVE.N SHALL BE DONE AT ME PERMIT H.DR9 EKPENSE R SUPPLY SPECIFl DON OOJ/(SO ).A$KER SHALL BE RUBBER RING TYPE rowan.TO THE REW5EYENIS R DRAWING 22.ONE AS-BUILT MYAR.AWING SEWING ALL NEW PUBLIC ITAPROMENTS,NCLLINING ANY 17 DISPOSE OF ME OSINFECTg TN O WATER AN APPRO MANNER DO NOT ALLOW DISINFECTION WATER TO ASM I)J AND ASA 3213.PIPES IN AREAS NM LESS MAN 3'OF CO.WALL BE PVC C-900, REN9ON MADE TO THE ROW NA A WATERWAY MMWT AOEOU.BLOT.Of OTHER SATISFACTORY ME0O OP1 REDUCING ALL SANITARY SfMR SRN%£AMRAL$S1 4'REEK COP PIP[.FORMING TO ASIM SPECIFICATION 9/10/07 IMPROVEMENT MACH.1'IMAM S T AN DOSING.LLD SYSTEM R TEM FACILITD SHALL BE CHLORINE RESIDUALS TO A SAFE LEVEL AS MANDATED BY DEO.AFTER 019.AL AND FLUSHING BE ME 03031(94R-35),ODE.NOT.OTHRAAL BE..SMEARY SEWER.MACE LATERALS SHALL CONNECT.THE MAIN PRON. ME ON BYA REOSTARR CIVIL!NAVIES PALING MM AN ENGINEERS DISINFECT.SOUTW,MER SE E LL BE ANOMER 24 HOUR REM.. PRIOR TO PRIM PRIOR ME TAKING OfA PRECAST 1TEECRTFIA100 OF INSTALLATION COMPLIANCE(FORM ATTACHED). WATER SAMPLES FORBACTERIOLOGICAL TESTING BACTERIOLOGICAL TESTS VTOL BE TAKEN BY TRW OS/El WI Alp AN TESTING R ME SMEARY SEMEN SYSTEM SHALL BE.DUCTED IN 5..DANCE MM 23 A SERER SYSTEM AR-TEST ADE(V.H S)IV TEST REPORT AND ONE SET OF..E 18.CONTACTOR TO INSTALL ECLIPSE NO..88 SAMPLING STATOR MANUFACTURED BY KUPFL9E FOUNRY,ST. 4 HCLEAN WATER SERVICES STANDARDS ALL NECESSARY TESTS SHALL BE PERFORMED BY ME CONTRACTS AND 'AS-WILE'(R DMR R OM ME STORY AND SANITARY SEWER SYSTEMS)MAY BE REWIRED LOUIS•00 63102.THE SAMPLING STATER STALL BE T-0'BURY,VAIN A 3/4'FIPT INLET,AND A 3/4' VARIES.°TV A REPRESENTATIVE OF 10 1 0 DC TGWD AND THE ENGWFFR T ESE CITY R RENEW AND APPROVAL PREEN TO OF ANY WLDINGS TO THE UNTHREADED HOSE OZ.Pll LOCKABLE,NON-REMOVEABLE 5 Ems.*UTILITIES ARE ASE T ON AVAILABLE INFORMATION.IT IS ME CONTRACTORS .oxixo ummicna,x sTA.vouos LSEWER SYSTEM -CAST HOUSING MIEN STATORS THE STATER SOME REWRE NO KEY FOR OPERATOR.AND ME LOCATION .FOOD VERIFY DEP.µD LOCATOR OF EMEND LITOTES PRO TO CONSTRUCT.MD WORM 24 ME PERMIT HOLDERS ENGINEER/INSPECT.WTI SUBMIT DAILY INSPECON REPORTS,ON A WATER ROW IN µ All-BRASS WATERWAY.ALL PERKING PARTS VALL ALSO BE MAW R BRASS AND BE TE MGM.R ANY OSREPANCIES IN ME P.S.CAD FR LOCATES A MWIMDA R 48 HOURS PPoOR TO WEEKLY B.S..ME OTYS INSPECTOR(SEE DEVELOPER-ENGINEER AGREEMENT NOTE REMOVABLE FROM ABOVE GROUND MM NO DIGGING A CWPER VENT MS(STAND.VE)SELL ENAEE ME P5 THE STARON OTYS INSPECTORS MAY,AT TIER OEYAETOL REWIRE PROVISION OF TESTS AND/OR R0WM.Ta BE PUMPED F.CF STANDING WATER.THE DIRER PIPING WLL BE BUSS.AND AER1/BALLEVENT BEVALVfE SHALL BEMINIMIZE PRO0DFD IN PLACER G FlN91.RIM FINE R PAVEMENT 1.WEN PAS(LO ARE MR011ATE ANAL SET RIM ELEVATIONS REPORTS FROM ME PERMIT HOLDER PERMIT HOLDERS ENGINEER R CONTRACTOR 10 VALIDATE THE I/4'PET COCK ON ME VENT POPE. SHALL MAT.FlNISNR PAVEMENT RAGA RMS W19DC OF PAVEMENT STALL BE SEi 6"-IY DOVE FlN91 .MS R MATERIAL R CONSTRUCTION AIEWACY/COMPLIANCE.W01 TEST/REPORTS WALL BE 19.WA.METERS WWI BE INSIA1EO BY TRW UPON INDIND1AL REQUESTS AND POINT BY OMENS ]. PIPE BEDDING AND AC15TLL WALL CONFORM TO CLEAN WATER SRNCES STANDARDS, PRONGED AT TIC PERMIT HOLDERS'SPRY (OWHERS).ALL WATER METERS CONNECTED TO AN IRRIGATOR SYSTEM MUST HAVE THE PROPER OEIXW 8 SANITARY SE0FR MANHOLE CONSTRUCTION SHAD.CONFRY TO Q[AN ARER SFRNCES STANDARDS 6 6 28.TIE PERMT H.OER WALL PROVIDE A CC.'OF A PROPERLY EXECUTED RELEASE AND WAVER STATE AFPROVED BBAWL.,PREVENT.DEVICE(MINIMUM OF DOUBLE CH.VALVE ASSEMBLY) A ALL SANITARY SEWER SRVT£LATERALS SHALL EMANATE T BEYOND THE PUBLIC OMIT,.EASEMENT UNLESS • 00CUMEHITO E arm EA.OWLRSIYP DISTURBED BY CONSTRUCTION ACTNIT,AS INSTALLED ON ME ROPER1 SIDE OF THE META.ME 00001CW PREVENT.DEN.SHALL BE INSTA0R GMRWS NOTED AND SVLL BE PL,LGCL TO PREVENT MT AND DEBRIS ERN EN1RN0 PPE IN ACCORDANCE �5 EVIDENCE OF OSTUBANCE RESOLUTION AND OWNER SATSFACT.. AND MEEO BY OWES.WISE RESULTS FRWAIOED TO ME WATER ONSON.BEFORE WATER SANCE CAN MM.AN WATER SERVICES STANDARDS ME ENDS R ME LITERALS SHALL BE MASKED WM A NO0 2'X4'SET f- ET.RISING M PROPERTY CORNERS.AND SURVEY MARXRS WALL DE PROTECTED. BEON. wmIcruY AN0 WENDING A MINIMUM OF 36'ABOVE FINISH GADS ME MOOD MARKER SHALL BE PAINTED AND 0.ac I REPLACEMENT SHALL S S AT THE PERMIT HOLDERS'EXPENSE 20.UPON OI.PIET.OfHNS1A11ATR Of THE WATER SYSTEM,THE CONTRACTOR R OYMR SHALL AONS0 TRW APo1ED AS DIRECTED BY A IEPRESR OF FROM ME CITY TCAR°.SEE STANDARD DRAWING 170-SA ALL a f 28.ME ENGINEER SHALL ROPEY THE WA911NGIW COUNTY SURVEYOR WHEN THE INITIAL AND FINAL O ESE TOTAL CONSTRUCTION CST TO WHICH VALE 0 AWED TOR FOR TRW INSPECTORS,WATER LOSS.OVERHEAD, SAMTARY LATERALS A(DER IN CCU.. LIFT OF ASPHALT AS BEET PIAOD. ADMINISTRATOR,MERINO,ETC„AND 2R FR ENGINEERING RENEW,WCLUONG'AS-BUILT'DRAWINGS UPDATING 10.A MINIMUM R HMI FEET( HOT2.NTAL SEPARATION IS REWIRED BEM.WA.AND SANITARY ANON STORM -10-07 ME PER.HOLDER SHALL PROVIDE TO THE OTY INSPECTOR,IN VA6RG THE NAMES AND 24 MASTER MAP,INTRSECIDN MAPS ETC.ME 12R COST SHALL BE REARED PRIR TO INSTALLATION. CROSSING. ADS CTON MALL WET PEWS,.0.AID SLATE WATER RESOURCES BOARD 1£ 19 FpUR EMERGECY TELEPHONE NUMBS R TWO(2)PERSONS WID HAVE AUMOWTY 10 RESOLVE RI OPERA.RVALNBMTEILWDWATE1®fMEYd RP 018091 REQUIREMENTS F.1 5111. H. SIGNED 5NELSON PILLS TAKE C.RECTVE ACTION AND,.IN GENERAL.15 BE.SPCNSOE N CASE W ANY II.ALL SANITARY SYSTEMS SHALL R M.O0SLY CLEANED,AIR TESTfD,N.O NSEECIED,PASS ME REPOT. ENGINEER I EMERGENCY.TIE SECTOR,IN WRTNG.OF ANT/ALL COMPACTOR TEST(ASH.T-99),AND A DEFLECTION TEST,PR CLEAN WATER SEANCES STANDARD WECIFIATONS CHECKED I 5 PER ASI.MMT CHANGES. ALL HODS RAID HOMY THE ALL REWIRED TESTING SHARK PERFORMED BY ME CONTRACTOR. • SHEET TIRE12.ALL C.S.P.SHALL BE ASA C-II,CLASS 1 13.ME.TRACT.9.1 AT ALL TIMES Aare BY AP...LE SAFEFT RULES R D.SH.A AND IN PARTWLAR CONSTRUO110N NOTES MOSE PERt.WWC TO ADEQUATE SIORNO AND TSN01 PROTECT.Of WORKMEN. SHEET NUMBER • 14.ALL SAMTARY SEW.MANHOLES AND MANHOLE LIDS SHALL CONFORM MM ASA C-1110 AND11 CRS RAWNG 5 00015 OS 010-SA AND 020-SA ALL COMPACT.OF NATVL MATERIAL OVER SANITARY SEWERS UNE STALL BE 95 C/9 R COMPACTION PER TOO L • EPISIIN A \ 'J SI ilL /I \ / CS. \ 1TRSL i'LA . \ S WALNUT CREEK "�� m g =om APPLICANT/DEVEI OPER EROSION CONTROL MATRIX /y`� B 1RIX DEVELOPMENT CORPORA,. H K 2155 SW 696H ATE.EI00 . ✓. . MW Street Ma Wel Words 1 PoRRAND,OR 91221 V Cl 0 9 M l*G4n CmNuetM SldivaUm (POI I-Aud 30w) CRAIG BROWN vn &) (Tim ro e r � PHONE(503)820 8080 EXT.222 �r 4 `1 p F.(503)598 8900 r a T T��GL��I T I' 11 "� YSWL ENGINEER m.. % % '�/ �__TTI� II I T )AICTI SIR DESIGN UC X \ \5� L\ ra T/ I I J r J - b' 8196 SW N GI EE SII IE(t32 aie / 7 1J 4 �J-L�1L L_p1_ __I.1 M L_H , 1 j B ERtGN OR9100B Mete X + ,;),.,.'N.i i 2' PHONE(503)469 121T % 10.1CT 2W� 6W WA3191FCP18 CF HN W/11XRCR®(WAY r__ --. RNTACt.SIEVE ROPER ..� / \ I 71 I m4CF\' SURVEYOR "a� X Il X x % X 'r V w Dp SR DEMI LLC T l�p�,; '�/ CCCC pip r P 9 BEAVERiON,OR 9]00196 Sig HALL 00R32 kip(zmr ��NW�� i 6J 1/B a5 r r ��'p`n PHONE(503)K9 12 3 b L ILI I �� j_--"—III (— NARRATIVE DESCRIPTIONS M R. / \'w:\ °x I a III— ; �_ „Po FA a SITE.01TIani °"' %. X. X %: % % uwo \ "Q" `•�Jyy,1`',1/ .! •UWSS FIELD 1 %. X X X % X 2 m `�/ �+ J \� / at444 DEVELOPED tEMnOtlSSNA NN.Nato f1J /\.�`.\ `.11 J T � . _ - LOT RESro 9JBLVN90N MOH PUBLIC STREETS MO URUPES �j -d6 j r \\�/\� 99 I —�� CI£Pf9 Plq iREEC REMOVAL! AND TIME TABLE iCR MAJOR A.M., % IL cc z fl ry X\`•� M1 1 •GR i F%CAVAnaN ANO LINE-AIkUST1 Q \ l��_122 •SiREEi Plq URlltt CONSIflUCn01f IIIJJLY ZEBU 30N) % X % % IR m z o a�/,: __1_`-1L -� rotesmn sr 694A s nTrem gw a-rn rc TOTAL SITE DISTURBED=298205SF 685 AfRN ILI Mac. P Q-a o --- -.. 4TE SOIL f A6MBfATON L—ORNELIUS.2 7 PERCENT SLOPES h' mi C %; X Y % F or SLt LOPM,2 1 PFRWFi 2102A4444 ON SIB SOILS NAVE A NOOERATE EROSION POTENTIAL wuetNwaxuN ALL SNALL BE GENERATED ON SITE FROM GRADING % SITE MAP EXCAVATION AND MIT IRE.SPOILS. X $ Q7 L �N SCALE 1"=100' N ONMNU, C 201 NU tr.Lines.a. % NE SUMNER NEP CREEK 37� PERMITTEE+S SITE INSPECTOR:STEVE ROPER TA awa IX DESIGN(5 LC S PHONE(503)K9 1213 0 y:.ri.?, 'Yr'` FAX:IL 469 Bss3 -sy.W.Ns Oa m mXW,..9 sR=699,,,,, S 5 J/ R DESCRPnONmERIENCE 104 YEWS Of EROSION AND !sNCA oxs — e SEDIMENT CONTROL NSaECRON EXPERIENCE w ME Pg1T1AND 91216 »'P#' s. a'vd 5u�� i „>t,., k MEmO AREA 1 S,Pr un MG ee sore �T s 2 �a INSPECTION NO. 5 , RECORD '€t 9 k d {A 1 e ONCE PER KEN ON AGTHE 5 � ; r EVERY TWO XEEN6 D INACTIVE SITES DRAWING `a*1 u 40,- �e9 t § e WMN 24 IRS. 0.5.RAN DENT ax x¢r .It 8/21 0) .E','{e}3 $ NTECTONS MUST BE MADE IN ACCORDANCE 221 DEO 1200 C PERLI i k+EC9 94 • 4 REW flD4ENR PER SECTION 6 B.;J 1 y A4 INSPECTION LOGS MUST BE KEPT w ACCORDANCE VA.DEVS 1200 C PERMIT >ti O , 12.4 2 ky", Y'nr`),Nf REQUIREMENTS PER SECn5N 6 R AN CHANCES As A RESOLE OF INSPECTIONS MUST ALL INDICATED ON ME r+p R 4A#`$ t• *. 3 -T• +"'" APPROVED Esc PLAN AND ON ME ACTION PUN N.L CHANGES MUST BE SHEET INDEX m Ne��. w.r S os ST 'T- '' ' w.1`` �l M 9JBMTTED E.cPL i : a``5 .5 ▪ a .1tsTSET7,c", * n r,,.t 0 r# S N#5'J p EROSION AND SEDIMENT CONTROL PLANS C3 EROSION AND SEDIMENT CONTROL COVER SHEET VICINITY MAP C4 EXISTING CONDITIONS AND CLEARING PLAN ci r S NTS CS GRADING AND EROSION CONTROL PLAN z c CB EROSION AND SEDIMENT CONTROL DETAILS G U< GENERAL LOCATION ATTENTION EXCAVATORS: C7 GRADING AND EROSION CONTROL NOTES 9.1 1 , APPROXIMATELY 6.94 ACRE SHE LOCATED BETWEEN BARROWS OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON WROTE NOTIFICATION CENTER. DATE I 7-28-08 AND SW 135TH AVENUE ON THE NORM SIDE OF SW WALNUT. NOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN DESIGNED I Si NELSON COPIES OF THESE RULES FROM THE CENTER BY CALLING 503-232-1987. IF YOU HAVE ANY WJESTONS ENGINEER; $ROPER ABOUT THE RULES,YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT LEAST TWO D s ROPER CHEaiE LEGAL LOCATION BUSINESS DAYS,BEFORE COMMENCING AN EXCAVATION.CALL 503-246-6699. SHEET RILE LOT 66 OF CASTLE HILL PLAT ERC COS TAX MAP:251 0488 SHEET NUMBER TAX LOT:TIE NW 1/4 SECTION 4,T25.,R.1W,W.M. �� TIGARD OREGON,WASHINGTON COUNTY. 2 PRE CONSIRUCI1ONsq&FARING.AND DEMOLIRON NOTES /� 11 1 /� mNTRII. (INET DIM AN.,ETC.)PERIMETER UST rl MPLLA¢ m Dma0Ls FORAIL 1N INSTALLED URADOAT ME NE PROJEC G of ! --'- HINCN AI N.0 KX P I� AL.SORES AND INiN.r NO,ROT NOT 11.01a AREES STREET SW BLUESTEM LANE / 1g BENCHMARK DESCRIPTION OHAONDLS PA. d fWNO 3 t/1'aun asc w x so APPRO.im u2 w¢wE s[exEni hnCE,SONS .AS ARE KEPTA0EAN FOR DIE DURK.OF DE PROJECT.i --� r GRAPHIC SCALE o W CONCRE2 MNd¢0 CONS1Au TT Nadi,CH WNGS.CR OW SUITABLE ADERW. S RUN-ON AND RUN ai MIMS DACE N PEACE AB NNCMNWG 1' , N STRAW WATTLES CH OTTER APPROVED MATERIALS. M PRCN O BEOIwxG SUBSTANTIAL CONSIRUCDON ACINTIES RM-W AB \ FI. ( 1 P7911E0fff,NO2 k m a Q iy RUN-OPF CONTROL MEASURES w CHECK GAME NOT LM.Rk SLOPE , PU!BOCK 9],PAC£21 '6Ec) 5 151 2A' 000 RE 320WND...-,ALL 30 EST..S.ON DISIyaO AREAS MANS(TN III S ImaoC.) s,EVERSION ORES,SURFACE r II �V (lN FEET J y o+ 03 ESE ME POTENT&FOR EROS.DAIS Rau .1 ui '� NG,DANK sTABuunIN,AND owxA�swANs 1 1` Sx 31 So ]inch=40 R... BOW 3,PACE 633 g. / /"�,6702E SCHOLLS VILLAGE wsT.Pm sm H wD 1 II aG IL i?DG [ mWw SNB BA95WREVR.NGB r IB' UI w0 1 �� / �3�__�"A—._ W-7C.—%—F�l(��\)t'__SH9'V9'49'w 8)SOY 18 \ ♦'�_ %+��%� 1 �WhA4.Wl£ w3SY 11 ��/N I/j�h /�. SfOMDT FENCE \ I I ��J��\ 7 \V B ... / .TO CONSTRICTUNPw 1 Bfi =\{'711, ^. \ t I � 1 I ro aE wsiA wuav ,�� 1 . 9 '� �.... .. � C � ., oao STOMA� 2- s' r uxAa fas,Mar 4. C' t is az srAEEO waft ��1 / " / \ ' I �\ / Y CIA/ 26W 1 ��1_ CO , l� 1 Ebsi.rENtE lo] ro DD da j N \ F A R1 E ( ,� %AI BWN�AQN 34 Q o LEGEND. A ` S 3 1 , p 62 P I`\ I9 U ~hh —_-- IXSTNG ROUT OFPROLCI Y WAY E ti I `'\ EEOINENT FENCE ',.K IOU 5 Z 61 ISiWG CENTERLINE LOT 65 CASTLE ALL " 30�I W I. A t0 BE w5iAL1£0 PR -0 - -- W51wG WRB RAT BOO(82,PACE}I " A I t0 CCHSTNUCTW USING CONTOUR(1'INTERVAL) '' F i IXSTWG CONTOUR(S.INTERVAL)EGSPNG GAS EL \ \ \, \ E%ISTINC WATER NLWE \ 1u � <9)v /' .. msnxc urvo HEAD wRI `' ��IHEPa r W 1 E%5 DNRWND PO.HIES MAN STALLED PRgR 99 e S 1. EOSPNC UNDERGROUND TELEPHONE LINES ) W _MDG � r i EXISTING SANITARY SEVER TINE Fi HOLL MBEI c F%ISTINS STCPoA YWD UNE \ ' T 1 - W9TINGFENCE l vx. .... r• N 1 j ' 1II ,s�: � �q \ RECOR�D� r.. + -EVSTNO CATCH DASH ST/wH SWFN NOTES � } NIEr PROTEcllan `' f d Y n� DRAWING gm 0 EO Fg Tf 1 STORM MANHOLE: WIE NORM) / io aNSiPUcnpi 90 9/o/o] ❑ RIM EL 24579 '�2"�8 /WTANWG\ /PoWaER VANLT \ 32 5 1 !DOTING STORMu T E 9'Q5 CONC) ALL •�� \ `I<.\ �`� L=1)]0 584 'gl N .r -LISONO FLOW ARROW N ( ) C S49 21 E FASTING FRE HYDRANT ❑2 S oft M (CLINE 4( CON;) /' / X \\ 0 59 To PROTECTION PPoCR n 136 N6'E L:=Nx „w s1%z wAu�'' To ca-----aN 1 O k FVSnNG STREET NWi iI EMOUT E 22].26.(20 C) i,L� REiAwWG _-- } _12 -FASTING TREE W/S2E MA) I E. SW N( C)) `�/ CASTE HILL J R S..V _ / / PLAT BOON 02 PACE 31 -EMSTNG SIGN ❑3 RM MAN. SWNE SWM) / � EYISnNC UM,'WE RF EL 234.15W,(36' C) • W \ g r -EMSTNC Y ANCHOR .E N :0.( COT) I.E.OUT NE=226.57.(36 O.q ❑CATCH R } axrARY SEWER No7Es DEMOLITION NOES -FASnNC TELEPHONE PEDESTAL ] EASRNC CAS VANE ❑1 STORM MANHOLE (CONE 0/S) 1. S 231.75.(12 CONC) 2 u RIM EL 239.99 3160'(12'WNC) 0 SANITARY MANHOLE(CONE N) O RAISE TO EXISTING MANHOLE CRADE �— I IN E. 235.6Y WN(2 C) EVSPNC CAS METER RN EL 2.U.0 OF FRCP0PROPOSEDwafWAuc DATE I R-10-0r E.OUT SW 23569.(2.WNC) 8 CATCH BASIN £IN SW•22615(IT PVC) 2 SAwOUT USING A.0 I TOUT -Tanta? DESIGNED I S NELSON -EXISTING MAFPC 80X ❑ O WAID AUIi ❑5 STORM MANHCN£ SCaiE NORM) RM EL=234.46. IE OUT MH-2604(10'PVC) Off FACE W CURB ENGINEER I $ROPER -E05TNC UTEStt VPAILT RIM FL-235.e9 IE N SW 231]5'Or CONO) US.99'(38'CONC.) lE OUT NE-2211'(12'CONC) CI smarmy BLY YANHIg(OWE S) O p�NDYE EVSCiF ETCH BASIN AND CHECKED I S ROPER .. EOSTNG WATER VAULT IE.OUT SW•210/0(36.CWC) I£IN M13V622S6]'10'PVC) SHEET PRE S RELOCATE EXISTING SIGNS. EOSTNG AC PAYMENT ©CATCH BASW Q STORM MPNN23088' It Wi NE•22539(10'PVC) O EXISTING COND. • EL-z 3s r(36 W ) 0 SANITARY AMIGO c(CONE s) SHEET NUMBER O5'(12'CMG) /(10.WHO,) RN EL.22989 -EASnn.WNEREIE I IN NE 22298](12.CONC) 1f OUT .61.(e C) IE INS 25.21'(8.PVC) A E OUT T NE-225.0'(6.PVC) o 4. Q % //,,,,,,„, ( E 0_max. - ,/ - / WALD►OURT ® L U / 11111111p V n � - 41 q l T 1 ,` 0.....$ Wq CTE v Y F 2 .� oQ' Y 4, ETA W V � ' FF� , II zz�'zQ GRADING NOTES 27 N' . qy \ - -1 1� Q J (1) CNs z 3 RECORD LEGIND ENE DRAWING GROUNDPROPOSED LOT PROPOSED SIDE WALX LINE PROPOSED 130DARY LINE / PROPOSED CENTERLINE ,- PROPOSED SILT FENCE -101,- FROPO,ED CONTOUR LINE EiEvanon m�NEa PROTECTION35-wAINUT ST_. > — __� GRAVEL C°NAR°°nN4 ENTRANCE - Dw NOTE oo NOT�awE <L nEP .. -._. d ELE aE GEOTECI w1cnL NALL as.FOR CONSTRUCT.DATA _ 7-0 ROPER CHECKED 1 5 RCPfl2 GRADING PLAN C5 ` e —< ate - M u @flt reP.N Kn)- 333 T ex' . N.Ld x4k _26 6 Pb io6. !Q i WOYFN NOI VPR6P1.ENT,ACK F) �ron/ wv 5 �w _ /fi&5 e c.xx a�rx mmhlnr.� ocorwuu... PLAN VIEW y ' a w 3 4xd a LLJ _ 1ttI r aZ gip _ Z \ g ITS wit PgJwFR(1PLFNF�iL e f' �u H aE NOTES STAKING of BAGS REQUIRED USING ^ B NaiElt x u Ns u r Bt. PROFILE (1)1"%1°WOOD STAKES OR APPROVED 6' -y OTAd R G L Ns. �/ a EOUM.PER flAG _ x n e t d0 ZT UGY O 9f LL�IJ p 4 t1W xrs 1 SURFACE MUST BE SMOOTH ---•— -- — — �"` W BEFORE APPLICATION. a C a 1N.L f BftD1fCTIC.41 O YATES a..0 arA CM t-ze; .� CHECK DAM Detail Drawing 4-14 en ' 1CS 55 Q o_ INC FILTER BAG SEDIMENT FENCE oaml or..ag a-te Z 7 N F w _ z TLIznan. Ph lil I�IbI 1 IIIIIII 1' a ," "et /'/ �ail tIMM qOF��E tItr i it 2 ) -L. _..,. CATCH BASIN AREA DRAIN I /// /// s R5 xrt %1DEVALx uo R RECORD eo�00 � DRAWING 1 0.uw P,„mmnLc omm,m 1ur iD:'E CD�'o DRAWING ill II I'l Fnov v s e x w ea a mxtcnaNa tk /uiñ! N LRe >v lilt 5; Flow ACME ROD SMOTE R µC WANK flfSMN1V1 PLAS VIEW ilii ul III: oar maw N re nw a Puv Ea.e r .,:T° r1.1111L,—=� cnprt o u+Duno PLAN VIEW 11 11 PAVEMENT f 1 4'RAL N.,' FLUBALL NEW xa; �/,4V 4, A nentI.`� a tr NOTES: . .. w4ahw of Y 9ATE _ _ DITCH INLET :'Mw'°s E„p ROFILE ocsicNwl c u HAULS 07 za•gxa NOTES CHECKED I S ROPER D 0 MEASURES MUST BE S ROPER SHEET 1111E 2 COI BAP SDOCDOESO(TED ora[wxvMx IM lK 6fNC9 h CNF RUG ON C[ ERC DETAI LS 0 s?MoRngIo[ A R BAc J SHEET NUMBER INLET PROTECTION mod Oran ng a 14 N RAVESCALEL ENTRANCE TYPE 4 T CO hg. CS EROSION CONTROL NOTES CITY OF TIGARD COMPACTION REQUIREMENTS GENERAL GRADING NOTES R I. OMIT OR DESICNAIED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION MA MAINTENANCE OF ALL I. CONTRACTOR SNAll RICHE ALL TREES(MARKER,SHRUBS,RUBBISH,AND MAN-MADE STRUCTURES W0.UOING,BUT EPOSON AND SEDIMENT.TOOL MEASURES,W ACCORDANCE Wm LOCAL,STATE AND F.RAL IEWIASUSUS NOT LIMITED TO,CONCETE SLABS SPIGOTS,WALLS,VAULTS,FOOTING£ASIALNC PAVE SURFACES,CRAVELEO AREAS, TN STRUCTURAL 10T Fill SHEDS OR PER FREE-STANDING ERSEUI SIT ENTIRE STE.THE IEMS LMO ABOVE SHALL BE DISPOSED OF OFF-SITE. 2 OF THEY ESC FACRRES IS THE RESPONSIBILITY OF THE SUBS UAPENINNE LOUR ALL EUTISU IS TEST NFIHW REARED ID[kIFPonNE NA%IMUY DENSER' i W AT SHALL BE THE CONTRACTORS RESPONSIBILITY N MST THE SITE AND CONFIRM ME NUMBER W ITEMS TO BE REMOVED. 3a COMHER AND APPROVE°BY THE LOCAL WMSGICRON,AW AFAR THE LOTS ARE IS ESTAEUSHUS K N OWIER/PERSESEE MLAU.BE ISENBLE FOR MAINTENANCE AFR THE ARE APPROVED THE FREQUENCY OF DENSITY TILTING IN LOTS 8'RIETS 3 HEST FOR 2. ALL WRMD SAUCE RES(I.E.EM.S ES LEES.DRAIN RUE,ADA PIPES)NOT DESIARED TO REFIRE CAI THE 9E SHALL ARE 5W0 AND MOO C PERMIT TERMINATE. FACT 2 FEET OF EEL BE RELAYED MA THE RESULTING EXCAVATIONS SHALL BE PROPERLY BACARLLfD ME COMPACTED PRIOR TO ANY GRADING L ,, 1. PRIOR TO ANY LOUD DISTURBING ACTINBNES A PRE-CONSMUCWN MANS.ALL BE H.AT THE PROJECT OR FlWNC O ERAI ILEAS.DNS IS N INCLUDE STUMPS AND ROOSENT ME OF TTT i0 BE REMOVED FROM THE 511E. i P o n COMM.,SIN WTH ME ENGINEER,ME OYMER/4ERMIfES EPCM,AND A ROAD SFCTTON-EMBANKMENT P. a ALL UNEATABLE MATERIAL(SOL G YflETAISN)REMOVED ORNC ME USMING GRUBBING EttRATONS.ALL BE 5 m H RDPREItAMEE FROM THE NLOCAL JURISIIICRON. MINIWN PERCENT COMPACTION REWIRED 90%-BELOW l'OF SUBGBADE BY RE CONTMCIOR AND 01.0.OF Off-SIN IN A SUITABLE LOCATION APPROVED BY THE ENGINEER. O g BOUNDARIES CLEARING 95X-EMHN A'OF SUBGRADE OF RE BUFFERS AND ANY SENA AREAS DURING ON M5 MITES REMAIN RED.-ORECM LAW E TET,SS SURE TRIG THE RULES ADGRR BY THE OREGON UTLEY NORIGnON TA 4 PLAN SHALL BECLEARLY RSTUE EDEN THE FIELD PRIOR TO HAND TISRRBING PRTTI S DURING THE TEST MEAD REARED TO OE1FfMINE MAXIMUM TENSITY T-99 OR i-LBO B. CENR.SFI SPIES ARE SET FORTH IN ORS T57.941 TAU I9I.9M.COPIES OF 111E RULES MAY BE N N RU T- CONSTRUCUON PERIOD,NO E OSFEONOE BEYOND ME CLEARING UMR.ALL BE FERRETED.TIE DNNEATEN INCOUICI W BEN9R TE511NG OF ENBINNMEM FM 3 IESI FOR OBTAINED FROM THE PEN.BY CAMS(503)252-8699.IF YW HAVE QUESTIONS ABET THE RUES CONTACT TIE GIR. SHALL BE MAINTAINED BY DER/PIM116E FOR THE WRATAN OF THE PROJECT.MI5 NEGETA1E EACH 2 FEET OF EMBWKMIT NOR:°AWARE TO UTUNES SHALL BE CC REM.AT THE PRMi HOLDERS MO... N e DINAR COUSSR S TO BE WM[RAN.WNSmNRON fIY OR APPROVED EQUAL. S ALL FSUTSS MAEWAL(SAITP9L OR UNSUITABLE)NOT UTILIZED ON-SE MI.NL BE REMOVED BY THE NNMACTTE AT ^4 5. P ACT...ME FBLRWN°BMP'S RU.BE INSTAL1f0 AND<RWND ACiMnES ROAD SECTION-SUBGRADE: THE CIMACTptS EXPISE. °�ro P. MNART.REF OR THE DV ATOM OFCMETPROLCT:CRAMS CONSMUCTON ENTRANCE PERIWR RSMRT MINI.PERCENT COMPACTION REWIRED 9. 6. TREES NOT DA SERF O N BE REMOVED TALL BE Pg01ECTE0 At ALL TIMES DM BARRICADES. CONTROL AND INLET PRDECTION. PERCENT COMPACTION REWIRED TO WHAT DEPTH BEM SUERADC I FOOT MI %CONSTRUCTION ACTIVITIES IUAD AVOID OR MINIMIZE EXCAVATION AND BARE MAXIMUM D.S. - I. EOSTWG FENCES AND CN UlE IN-AND. OUTSIDE THE PROJECT DMUS DISTURBED ON REMOIf➢WRING CCNSTAGTON TALL 6 THAT OCCUR DURING ME WET NEAIHFA PEEN OF NTCRER i IHRW W NSA MEMW REllRED TO DERMWE AA5HT0 i BE REPAIRED CM REPLACED IH-KIND.COAFACTOR SHALL CNRDINATE AM INOMWAL PROPERTY OWNERS '�4 APRL 30.IF HERE ARE EXPOSED SOILS OR 5LS NOT FULLY ESTADASLD ELATES MIS FREQUENCY BE DENARY TESTING OF SUULiLADE AS NEEDED 9 e. OWHER/ENCNFER AMR PRONE REUSES FOR ALl FlLL PLACE IA ESURSI N I TOOT IN RUES. yM,\L PIIW,NET WEATHER EROSION PRET/ENRON MEASURES ELL BE W E.CE a- I. F VEGETAR SEE MIXES ARE SPEARED TO BE OPPLIE,REDNO MUTT TAKE PUCE NO TAR MAN SEPT.t ROAD SECTION-AGGREGATE EO CA TE BASE' 9. ON-ATE R F VMS ENAD BE DEPARTMENT REDS AT TIE EXPIRE ON THE CONIIUCTA9 IN ACOpAAWE Dm OKCOON SLATE R,y1 AND THE TYPE OF SEW MX ALONG WM THE PERCENTAGES OF ME S'ECMIED NIX MUST BE IOENME. MINIMA PERCENT COMPACTION REQUIRED 95% CENTRES IYPARINIT REWIPEIENS. Co S YAHI iWCKIW SATUAR SODS TRW THE CONSTRUCTION SHE FINER WATER-TCNi iWCKS RUST BE TEST MEMOOS REWIND TO DETERMINEMAMMUM BDSITY WHO Al IN OR 2-99 IS NO TOP-SOL/STRIPPING MATERIAL SHAM BE RACED ON THE LOT STWCNAAL FIR AREAS. w S.OR TOADS MKT BE CRANED ON-SITE AT A SPECIFIED LOCATORS USING APPROPRIATE BLIP'S UNTIL FREQUENCY OF ONSET RTIxO OF SOREGATE BASE AS NEEDED II. A CENg1SUV PERMIT IS REWIRED TO BE SECURED F.THE CITY WILDING DEPARTMENT PRIOR TO ME REMOVAL OF DRIPPING HAS BEEN RAO.10 MINIMIZE SPILULE ON ROADWAYS. ANY MING STRUCTURES 9 NANO OF 50IYRT LADEN WATER SHALL BE DISOHAAGR TROUGH A SEIAIIT CONTROL BAP I.E. ROAD SECTION-ASPHAI T PAVEMENT: (ALTER BAGS)OVER AN WHOISNRIED,PREFERABLY VEWTATD AREA MINIMUM PERCENT COMPACTION REWIRED 92X U� 10. WUE DAY,SOIL STNRHIES MUST BE STABILIZED.COVERED.OR OMER BYP'S ITNLEMENTEO TEST IAEMWS REWIRE°TO DETERMINE MAMAME DENSITY WH0 TM 308 FW" TO PREY.THE POTENTIAL FUR EROSION ENTERING SURFACE WATER SSSUEMS OR OTHER PROPERTIES.DURING FREQUENCY OF DENS.TESTING OF ANREGNE BASE 5 TEAS MRILNA THE NET WEATHER PTSOT ALL STOCKPILES MUST BE COVERED. CRAM CITY OF TIGARD GRADING NOTE. • II.THE UCUTUEERMTE SMALL DESTITUTE AN FUS TO A.A.HAZARDOUS WASTES,USED,SR OTTER TOTED FULL TOE INSPECT.CA SPOT'MECEWG OF WMPACrXIX SPAT FOILS CIXNCREIE MANAGEMENT,UNARY WASTE MANAGO.T.LIQUID WASTE MANAGEMENT,OR OMER TOXIC SUBSTANCES AENMRED OR GENERA.WRING CONSUPUCTOH ACTINRES IN ACCORDANCE EM LOCAL STALE, �'n��u��v� I. IRIS GRAB IC PINT IS NOT TO&COMM.A9 fWM APPROVAL Of SIZE CAANHCE EMBANKMENT OTU OR AL SR SUL FILL AND.ERAL GUUTONS IN SOME WYS OEO APPROVAL FOR YPNAWMIL AND DISPOSAL MAY BE REWIRED. UTILITY TRENCH BACKFILL:(BENEATH PAVEMENT OR yDENAMu Mi IT MERELY PROYAESF 1AAHON Of NOW(AND IS SUBLET TO CHANGE MAINS AM APPROVAL OF ME ENTREECC 12 ME ESC PUN MUST BE KEPT ON-SE ID ALL MEAURES IOMI ON IRE PLAN MUST BE INStALLE W WI MINIMUM PERMIT COMPACTION REQUIRED 90% Wi5 UCTON-DEYELOPNfN 11Y1 o A MANNER AS N IWFE MAT LOIMIi OR SEDIMENT.EN WATER THAT ENTERS R AS LIVERY TO ENTER MIWUUM PERCENT WAPADTON REQUIRE FOR PIPE NNE 2. SPREADING W MAD OR DEBRIS UPON ANY WBLIO ROAD PRORATED.THE CM MAY ORDER STOPPAGE Of W.10 EFFECT ErR LmQ+1 A SURFACEMINIMUM PERMIT COMPACTION REQUIRE ABOVE PIPE ZONE 95% LfNVECTVE ACTT,AL ANY TINE. NE'lBpJ[J i . 1 SC YFAWRESSSTOI ONATHSYPLOT ARE MINIMIIYRREQUIRE..FOR IRRLPAR SIR CONgMINS TEST METHODS REWIRED TO OF.AINE MAXIMUM GENSItt T-99 3. ELECTIVE FROST OSUTEII,DUST CONTROL AN0 GTA➢UGE CONTROL IS REWIRE AT ALL NNES ME CITY MAY ORDER AT C S SOEONG THE WNSYRUCRON PERIW.THESE WANIRES SHALL BE UEEJUO U AS NEEDED TO COMPLY WM DEFERENT REQUIREMENTS FOR PVC NO 4. EMAE DIES OF SIEUCNR>A FILLS FOR ROADWAY CONSIRW0ON STADAM0 ON FLLE N BE CIXISUMCTE ON BUILDABLE AM APPLICABLE LOCAL,STATE AND FEDERAL EROSION CONTRW REGULATIONS.THE.AN.SHALL ALTO IN LNDSCWE AUFA 85% 105 SHALL BE CONSMUCULO HARM EXCAVATE°MAMMALS ACNPTALLE TO THE SOLE IONEER AND SHUN BE TAUGHT Q Q BE SURGED.IN THE FAN OF AN ACTON PLAN TO DEO PER THE 1200-C PERMIT. TO GRADE IN LIFTS NOT TO IXCEED ALNSE MEASUREDEW LIFT STALL BE WUPACIE TO 90 PERMIT OF MAXIMUM O DENSITY AS ND,NR BY AASHTO T-I80 M.P.H.TEST. O it THE OVMI/PERN TEE.All REMOVE ALL ESC MEASURES MEN PERMANENT VEGETANON HAS BECOME FULT CSTAW SHE a STALL STRUCTURAL FILLS WNR WITH APPENDIX CHAR OW 33 OP THE UNIFORM BALDING E CON I STROC➢ON TEL STNG OD F w AT NO NYE..SEDIMENT BE PAAOWED TO ACW MULAE MORE MI I/3 AXE BARRIER FIDGET. SLOPES(REAR THAN 41.ALL RE ACHIEVED BY BENCHING INTO MD EOSNNG BANE A MAMMA OF T.FEET. F NE L 5g BENCH EXPOM SAND SOIL AN UNDEROAAIN OUST BE PRO.O.ME O R0000RAIX,F REQU RED,vOLL BE OONSIRU RS BY 1 MA EROSION SHALL TAKE APPROPRIATE MEASURES TO CONTROL DUST INCLUDING THE PLACING R WNVANN FILTER T R/O MAMA TO S.B D TI 2500 ALONG THE BOTTOMDRAIN N THE TH T TW ANAL THI 3 6 APPL'CATON OF TO WAR SPAnxc PLASTIC SHEETNG u CHNG CR OTHER.ROVED MEASURES RAC X LA OF /Y 31/��DRAIN RO T I FINALLY COVERING THE DAn POCK LOTH THE NONWOVEN ALTER FABRIC.STCCESBR BENCH S MI u%-BAR O MR VERTICAL FILL BENWEN ISO TO FIVE FEET AND BE CDAPACR N LAYERS NOT TO EXCEED 8 <TIES.EA.et IN[H I BR FINISH SHALL BE COMPACTED TO A MNMUM OF 90 PERCENT AAITO T 180 S IA NOT IX.E al At FN SI GRADE.NO ROCK OR SWEAR MATERIAL EXCEEING A 12-NCH - SEDIMENT FENCE NOTES ST.CRI THE SHALL S.11nE PL THE APPNRa EL. (i§ILJ{ 1 d S NMFLT WIN AHIEVE° IAPR JJ Of TIE UNIFORM WILDING COPE WNSIFS IUBT ON THE a - 1. SEE TABLE 4-8 ON THIS SHEET FOR SEDIMENT FILE FABRIC SECWCATONS SOCKS(NEAR THAN OL SHALL BE AIIN MU BY E PR. INTO HE EMSRDG BANK E MINTED,OF BE HET.F THE - BII Er.`OSI ANDL AN UN[EOUIN OUST BE MOO G ME UNTIL ALONG THE IB REQUIRED,OF HLL IA INN BETOR BY z. snow MNWnr FENCE INSTAL.ALONG GROUND.TOURS AWnRDANc TO TABLE 4-I. TABLE 4-7 BARRIER SPACING AST...N.M.rvRH ALTER FAax,fgpvAlFMl ro wan GE 125N ALarvG Mf BOTTOM W ME STARING RICH,THEN - FOR GENERAL APPLICARON PLACING A SIX NGH LAYER OF 1 I/2'a/A DAwN Rac.,AND ANALLY COVERING THE oTAN ROCS EM THE NOUN TT ALTER 3, O MAR FENCE SHOULD ONLY BE USED FOR SHEET AND RILL EROSXR. FABRIC.WNESVE..ES DLL BE I A-I CNEO LOTH VERT.ALL BERME RA N FIVE FEET AW BE R EASUT E N STANDARD OR HEAVY-DUTY MOMENT FENCE IR FABRIC SILL HAVE MANUFACTUBEO STUL LD INST.PARALLEL ALONG 005TXHRS AS FOLLOWS WEORRU.SEORLLCELD E INCHES E B n)a UR SHALL BE COMPACTEDOBUl N A Al..OF UA PEQnr G AHTA T G _ 4 LOOPS MTH AAA44'POSTS STIttHE LOOPS SHALL BE INSTALLED ON TIE UPHILL SIDE W MEMOPES IN NOT EXCEED 21 At flNII CRROE.NO R.OR 9MLPA MATERIAL EXCEEDING A 12-INCH _ SLOPED . %MULE MULE MAOWN S.A.SPACNC ON ROPE DMMfR SHALL BE MLONFO IN M[STRUCTURAL FE. 106 FLATTER la I OR PLATTER IOU I. ME GEIECINIMAL IANEER FOR STRO .PILL SCNL BE NONFlEO 24 HOURS N ADVANCE,BY THE CONTRACTOR Of RECORD 5 IMENT FENCES 6.L0 BE INSTALLED A uNIAUR OF.FEET ION TOE OF SLOPE AN OR.TO 10>%:<15 101>x<7.5:1 150' STARTING BICHVAR TO DETERMINE THE.EEO FOR AN UNDO..LA.AND TO MINIFY FYJSIN 0 CONDIRON9, f1GE,,.IFI MAX. I0>%<20 I.5:1>x<SI IN' 5 SKI.OR GROUND wAR ARE ENCg3NTERE OVRNO CONSTRUCTION,THE CNTRACTOU SHALL HOWE RE SOILS DRAWING a A TPICHSSICUE BE IXCAVAIED 0-INCHES DEEP ALONG THE LINE OF THE POSTS. 20>%<30 SI>x<1.5:1 50' M41 RUE.IG RS OF TIE CWNkTION$FOUND MA COORDINATE IRIS ACRNNES IN A MANNER OAT ALL ALLOW THE I. TREE.SHALE BE ARU TLLED MID ME TOIL 0.'MPACTED ON BORE CEDES OF ME SENNIi FTC£. HE TO f NEW THE SNATON NA PREPARE A PLAN TO PAPALLY M11GATE THE WAR ENC... Mo a�O 30>%<50 3.5:1>x<2:1 25' T a POSH SHOULD BE SPACED A MUSEUM CF 6-FEET APART AND DRIVEN MERRY INTO TUL OTOVND 9. ME C0TUTA SI SHALL AVE THE SOILS SELUEI TAKE COMPACTION TESTS A MINIMUM CV MELEE TES.W.L BE REW IRO AUY OF I2-INCHES 9. WHISENET FENCE APPROACHES It%TERMINATION PANT,H.I.MAE UPHILL AND EXTEND ONE 10.EXCAVATOR MUST.PLY VAN ORS 757.541 THROUGH 757.5I1 I TOFU PER-NOTFCATICK ETC.). FULL PANEL(6-FEET). �a,nxxNv.uvomsunu srx.ox.os. 10.MEN JOINING IWO OR ME SEDIMENT FACES TOGETHER.WIN ME TND END STAKES BY MAPPING ME T.ENOS AT T ONE AND ONE.LF HE. °ME JOINED STAKES INTO TIE PASEDIMENT DI I. S TURNS µ ST FEwE ICUD NOT IXCEE3-FEET.S AW T. ERGO AND PONDI°.HOWL' TABLE 4-8 SEDIMENT FENCE COPa PA SHOULD NEVER EXWED 1.5-FEET FRABIC SPECIFICATIONS H/e WT z ETE(EIo EO)yETUOU M. 10R.(loinmm)Mp2MM POLYPROSIDE SEDIMENT FENCE FAEAC MINIMUM FAHWC YAWS CUT OR SOPS FILL ,g PM GRAB TENSILE ST..PROPERTY ASS.0-4832 FE 1E Abe. TOE OF u SEDIMENT FENCE INSPECTION 8c MAINTENANCE SLOPE OUP ELCNGAARx AS1M 0-.3 Ha% FM.C OR I KI ON ACME ANS,ONCE FM/IWO LARKS ON N-ACTVE SINS,AND 1NAP€ZOID TEAR As1M D-95J1 10 Na FlWI CRADf d MAIN 14 HAIRS FOLLODNC A 0.5-INpI RAIN E.T. MUIIEN BURST ASTA 0-3786 YA psi N/z BJT 2 fT(810 mm)MIWMUM DATE I 9-10-07 2 NMfNA1ELY REPAIR ANY DAMAGE. • FUNCNRE ASTM 0-.3 80 Iba AND W ft.(fiW6 mmf MA%AUM PIMATNTY AMA 0-4491 OT ses-I DESIGNEDI 5 NELSON 3. MOVE ACCU.AEO SEDIMNT O.Ai HAS RITE 1/3 ME HDIT OF ME SEDIMENT FREE PIAEA13MlrY AMA D-4491 .005 an/xc ENGINEER H S ROPER 0.0,5 ASM D-4IN US SM NATRAL ON CHI..A 5 PER FINISH LADE A [ASPECT FOR CHANNEL FORMATION PARALLEL TO THE FENCE WHICH INDICATES THE OEOIEXNLE IS UV RESISTANCE(500 FIRS) MN 0-4355 90% SHEET TIRE ACM.AS A FLOW BARRIER. MINT AREA BOUNDARY GRADINVERC NOTES a REPLACE DRERIORATO OR CNCED CEGIENNLE TYPICAL GRADING.SETBACK REQUIREMENTS SHEET NUMBER AS e. CHECK FOR UNDER ERRING W PULING UNDER FENCE BASED 01 TORE 18-A-1 Of 1947 L.80. C7 q 1 , moo A , fir, I CO r. 1 1 1"I 1 1 1 1 Rz"° I z ° t I 0 cP/ I J IRACi'G',��y""D++'''��. L l r3, e, g g /Q ~�(' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 N ° IB 17 18 5 MAIL SW ALN� �� <sD SW�ALNUT w:. mr s , '� �SSE,2R CR EK CT +-'as' mzs CRE K WAY s4ez� % �s�, q —+ / sezz _*j43 48 h/ 4SIOH,1 N ItHl`f - L 44 a y !, :r�WW ao 3 3w� I ° z r A„y� 40�� . _ 4 I-€GtNo ft`, < 24 AGc — 3 3 IV 42 3 Ex ''' 37 bt �, '\ or— �Frrn 25 T /f EXISTING KU,AO T EXISTING .� .�( 34 i %�. (F 1� 26 MANHOLEI EX1STING SUM DRAIN,. v �+ / - - RECORD Dr �� 33 32 DRAWING EXISTING SANIT/HT rr�rP x i \ \ l 'j 1,.._, i 31 27 /i 07 Ex - , Ex E / \; I 28 II care, ',uoa E 0 3 gGNUti? - = I_l Ww Ex \S Ex MA.DRY SEWER LRE o EXIST1.10 S'ORM DRAINAGE LINE Fr Ex y 12,0 PROPOSED =rC„LINE 8,,,1 PROPOSED 8 HATER Li E PROPOSED CE JERI I, ,PER PROPOSED SIDE✓M,_NE SI ELT II RE —------ MASTER UTILITY,,EEr N UMOEa PRHPO,D ell,LIE YR.(,SI IRF RYURavi CQ / `r;`" C/MPH/C SCALE \ 5 4 / i'/ SCROLLS VILLAGE , T.L. T,L. T.I., Q N o / T.L.400 . 14100 14000 13900 r m '1 / 1 1 1 ; - 1 --III II ©11 r-- ,jr , ' o 40 i�',T I �^ I I � c J I I TRACT � TL. � ' /"( 1 ' � 1 1 � � N� 1�— � -_T 1 II � 11 1 1 I <� i�' „ 1'I � �boG � _ �' �IiIiIIi0 LIIi F I, ©0 I li — k \° \ _ 11,LA ii� _ WALNUT_CR K CT �© WALNUT CREEK WAY ©- i' Y Y ry2700 �\f © I - o — v ik 5 , ;fjll *Tii J—jgii_ - n I Qa —I 2600 � 3 / / , � m crE i7 tk � I a n H 4 � / ' \ i, 11 I —it` i-- v^@ O 60` / \ i a r 11 TL Y <o 1 © , 1 \ L 31 1 u Hied 1900 I a w T.L.200 0 _,•� -I*P3 '" 14� i 4- � Wl ry,I IL--- ; 4x I I__Li l I IleaE Nmwrvri I 9 // 5fi / I 1800Lit A i ; g ' a s / 35 'WIR IEPrtiy - 1 I _ - ' i 1 1 2e I ' 2 r / N 1 1 I RECORD �' � o /r LEGEND ,sf ExTD S,R[ET 1 l2 / / '„ 1 1 DRAWING07 ENSDNO UGHT / I I// 1, i/L - ' 1 1 zT LL. NO PANG AREA _ L /,, ; ; - , ��1 _gl 1)QN _._--_-11L -.R9_.J1'. -J�-I1 N PRCPOSEO UCNL i '. \-�Sk. °- Q EI 1u 28 „ PROPOSED STRIPING m�axxc v .�n.xwwS is 4 -Will-All -j I N ' STREET IJGH➢NG IFGENp; CI PROPOSED AA PEE 100 NAIL HPS Rfl L j I^ =co d APE lMT LENS..BON r8 LL gCAMMJN WUNR0N y I- DATE I 0-21-07 STREET LIGH➢NG DESIGN: DESIGNED, c MARINAS Todd's Lighten and 002200d LLC ENGINEER S ROPER 9529 Kan Ann CM CHECKED I S ROPER Oregon City,LR NM ONCONTEC PH0(50,1)/42-1Bg9 SHEET E SIGN/STRIPE/LIGHT SHEET HUUMBBER C9 ..-- Ilia.9.IWNOTE9 PERMANENT SIGNING LEGEND LLCW� CW STRIPING DETAILS ON STOPPED. T..cam LOCATES FORINST. a2 D ;mnss 9RESPONSIBLE STAKING R w ,IKET N.9N1 "` STREET °ORS rk SIGN L.A.Ix m NTY 9 OffIflre AT Bu IS mziBE�CONTRACT.m°iRwc"�AHD N.A wn STREET N Ki`Scns `mil�=.'GP I"Y.CTT'S \b j°� O FOR NOTES: BARS ID BACK OF me a 2Au.scln c praxu To TxE NAxuu d UNIFORM mAfRc won rcwCEs ua mE macs "� 1.'iii -g 4-e Wan LµE X NIw� O ® EPa� ®� m �>��E �� ' OR CLAG E.vERFVEa PAVEMENT. G)STEEL uxs (MR and.STREET WANES BEFORE ORDERING AND NSTANEG) a 0 da swr'' 0 N B•¢BL4 ON fjD� GN o A)fd LOCAL AND COLLECTORH. N gnu BRACKETS.SIX m)I.B.DB2 INCH MT BLADE ALUMINUM uwj0m NgNp1HE° sr" + w r y0`" L raft EsFOG.,WHEELCHAIR RAMP LOCATIONSEDGE boF m Xs uaxlED Ox TOP POST MINLN �''uMgER Y �'v*""F sroPTeAd I I" or nxN PAVEMENT OR EXTENDED s,aPwG s �u Rya °Ns�uH`EXM (J 3rvftp£AxKt uO aO ��JJIw' Dw , 3.REMOVAL OF a NUMERICAL xA () d SC MIE50 - - - I FFT nIRN I ANE MARKINGS RE nE 4 yyGT.TWO()SIDED ,� ® SEE MUTCD FOR DETAILS.ARROWS DEN I ^ B id NHS STREET XRRYCiWMS NNE(9) D,D IKx MT&AM AWN MM EUN(S SHALL BE THERMOPLASTICBY THE ENGINEER. �RECTED 4/ W` APPROACH..9d FACING CIpLFC1U`ETM OR LOCAL STREET APPROAd U.A)A)ABOVE SEE �I PAVEMENT MARKING MATERIAL. 4.ALL THERMOPLASTIC PA.MENT 9,A s 'Y W «O MO °a°S�RE INSTALLED �I� �m SDI ANDSWId E(1)I.UPPERCASE ES PERMANENT SIGNING LEGEND E xw "� n RN ` .PFLISCRIPT FOR 1111,1921CAL STREETj M.UPPLauSE.IEs c LAYOUT PER STREET THREE (I)SIDED,TWO(2)9d PER STREET NAME 0 NSTNL NEW 9d I/L" � �� o r11• MOSTwq Gn°n �� rol u�T RN o ERxN N �R��w+E11NdDI,XMN TK D RMIXM'AN' e wSPECIFICATIONS E M DOvwzN TTATAirpx d MI d uW(N)SUPPoRr fAaa fAa a I s AK S of me m°x ry EIGHT a)IXd u C.SERFS CORAL snTEus. mid SAS AND Al)WAVES SIGN G WYw aft orASOAN AND RESEAIicx �P°Frax _ `lciEET NA.FUR,E UPPERCASE o �, TR �J Ls�e�ATGRr p u ILL N. of SEED wwraPOEa ® ' ( WALNUT s stop BAR-SHALL DE THERMOPLASTIC csoTi se'-AIa'o° E IRArtMw.NR ALL STREET N.SIGNS Pd'9SinG YAIWPLS MAJOR ST. PAVEMENT MARKING MATERIAL. d rgiT m RIxSTALL 9MI M)d NEW(ul REPORT A ru0.vEN`i a'Ra1R0iOH.0.216.MINOR.. MOTH OF WOO FEY SIX(b)ANT NINE(N)NOR SANxs. 0 SW 1 2� I N GS PPoOI TO PLAT APP.. SUEDES AESSEWAndS FEW'WNNd IBBRMAIWOS O Al) S r I ( I _ OR IAnd W O R OBTAINED dORl RE MAW.AND PROTECT EASING DON AND SUPImT d wfE O Root RAIL SAFETY ucron. TYPICAL"STREET NAME" b(NOT WINKS(TWO ASHY) 9 INLN BLANKS(AYE 00E0) 0 cmcr LL EXISTING 991 d USING SUPPORT ❑2055 INIERSEC1QN JEE INTERSEDTON SIGN LAYOUT O's' III ry L'I i12Es -�v flat I=7'I mrcs N"M` 'li O E m rAm a Rs me TYPICAL SIGN LOCATIONS rvrs (r n • 'Am-) RUES) b INCH s B NQ NTS TOR I.BORERS I s 1 • I o BscRPT FOR PAVEMENT MARKING. m INCH 7PTO9 " FAT I (.0°;COLOR.m YELLOW OR 1R:CH ID TO 11 1. Ii oars 55 INCH u N SO INCH5"91:70'onER"r sw WALi Uycl 1 MARKING DMd9oN LacArax N OVER II 66 craw;IS 5MWS RIo r K 1 ANE MARKING TA OTHER [ro NIFTY UNLESS..0 ¢ Z 12 To 13 F.NAST IPA STREET N.SNw LETTER SPACING I)E WOYS srPNDA�s 5 IB•GALV.OR TN RM2 STOP x MD SIGNS. EREcmE SEEM.IME II A�uNlxuu Alcor WA91m�. 9"STREET NAME SIGN BLANKS odor BIKE LANE STENCIL sro m m z eN c YRE MVIIEX EREOME WE.G PPE s FACE SON II, - g g�Ey STNTS RD ROAD RUT V LET.-.ERNG TYPE III e► 6. A Po E M PL E w WAY WAY N. �1 �FCnvE Sr[Ennc.TYPE II EOJ� r I; 3/9'x 7/l6•ORM RIVET 9 oTHOI S( aul I ImTE TYRE REEnxc ncc a 17 scimm TREET CIRCLE wt�P PARKWAY TER WAY AS sMW PEREOnYN SEEdH.TYPE + L.j OR AR lIi REGAWWO W 1 Q o 0 BOULEVARD IdP MET L. ANCHOR 9(LyE xri'x tN'.le'DEEP ® ugTpl N yAlg3 11�1 (EXCEPT PNpXIR 2;(%2ri•,36•DEEP E}� RPIC I SON SIPS RS'9GE°d"°LI°gµ.V r JV¢C ll POs STOP ORS SIGN POST 2•%2.12'DEEP ,F I OSC TON.W SIGN E i CI N E wZ ov a>52 iPPxRo E IIB'ullsrtui mEORAY OR Is cAu¢ PARKING .0 LINT SHALL NU rR��' <V� TVA glAr4s At Axr PRE Aro D caul°vA"` E 9uLL BE Usfo IA IxaT Hong. Z S D S4N5 SP.SONS) MALEC.OANDARrta ROADS USN ON a ` o trot fuw)12 vwrnUT reEEPAA•DR 12 GUAY P xG Da r u C1O r ZONE. R ��EE�� l J j APP EW vALEnI Vb VL°6E USED M1xN A roNIInAiId K 110 12,18..LOCAL ROM.Ib+2<d K wId EI POST 4 5[ aZ 1N wts ai TI`14ul�e xdrs°n xcdr Dcn Divax"nan AND wNNuu SIGN MOUNT. .012S ME USED,SCHS AT BOTH Enos CP m AYE SMos ours !, SIEE. II P Z 3 L DE1AN Z POET IfNO1X ''',A.Gp PIKE ANE I INF-8'INDE Q 3 POINTING IN ME ATE DIRECTION MIN DOu ARROWS w BEI./ 6 ANQICR II 3 Box I Ifi• WHITE LINE, a 9GN Pals AND MOMS 9.1 BE INSTALLED PER W OFL seNl 1ETANAnd• A.RO)WWA�I zmEEr sma 9zN•J AW OA B.G WOE ST A•6- o� RV�r 6 g (A NO wmRxd S T.OF P T Suu BE USED..S PRIG.APPROVAL a NE Cann TRAFFIC ErvmMzwbxc szc - ` 3 E _ TYPICAL SIGN INSTALLATIONO3 - NTS O. d a 2 RECORD " DRAWING 0 NO C NO 0 NO 0 STOP 0 :SW BI UPSTEM LNJ o� PARKING PAWING PARKING \ / �.• ®� �• STREET NAME SIGN xbLLx.��xlPo��a�'..DMPE STOP SIGN NTS NO PARKING NO PARKING NO PARKING HR1-1 PER MUTCD SPEC. ANY TIME ANY TIME - ANY TIME NTS #R7-1 PER MUTCD SPEC. #R7-1 PER MUTCD SPEC. #R7-1 PER MUTCD SPEC. o NTS NTS NTS .b 4a O SW WALNUT CREEK WAY O �SW WALNUT CREEK CT I' O (I SW NORTH VIEW DR') O (QSW WALNUT STII NO O eUTLET DATE a so-m ENSIGNEo MARQUIS RI 5 ROPER GNECKED 1 5 ROPER SHEET TYRE STREET NAME SIGN STREET NAME SIGN STREET NAME SIGN STREET NAME SIGN SIGN/STRIPE DETAILS NTS NTS NTS NTS NO OUTLET SIGN SHEET NUMBER #W14-2 PER MUTCD SPEC.NTS (�1�.,J® 1 I . I I GRAPHIC SCALE m o„� 1 o. / -' SCHOLLS VILLAGE ,, _t i T.L. T.L Tl. q p y T.L.400 14100 11000 13900 AA ✓�`' �, wa SL0 aim: 0I I ,:4,,,,,.::‘, mI ,, 1 ,BzT / /:,,,( , 11 2 1: 5 I I s 1 5 I ] I I s I s I D I a 1z 1a M m 1I 1 1 t c t\.T,t1O1 f f_,t i, t a „, 9 1 zioo CAI H,,t,t t .,s " .,t; im rM i , __ sip. — L L 1 1 15 mrvxq abs ,.. F.- i 22ccco ,‘.4-82H,. 50 r. r 39 [__----- oor ti r -- —I , g ° t g u 1900 = -.b h d 4" RTt* itk :' t! Iz .i i h,bo T.L.200 ,`w y N �t t � t 3a � � _ t 3 �� t t t --i T.L � - i i Snap Shot#1 5 �� "'ji _:° ' . '� 1 0 / / DRAWING —_li RECORD DRA N Q STATISTICS \ -\�� / az / 31 ‘ v .L. s/0/07 1 r `` nTao Description Symbol Avg Max Min MaxlMin AvglMin y 1 JO 29 --- i 1� Cale Zone#2 t. 05fc 2.1 fc 00 fc N/A NIA s5 I - - ovrvxxvu wcorer.s,rxowoz Calc Zone tl3 I. 0.4 fc 1.9fc 001c NIA N/A \ \_ --"_ IN LUMINAIRE SCHEDULE - ' — :1 Symbol Label Dy catalog Number Descnp,ion Lamp - File Lumens - _ a AEL PGE Shoe AEL PGE ISO Wall HPS 100 Well HPS Mogul DATE i 9-10-07 A 11 Box Type3Piat Lens SM1oe Base Glees AE3B31.tES 9500 Box DESIGNEDI S M0R0UIS ENC NEER 1 ® AEL PGE 100 Wait H AE3]09 PS 100 Watt HPS Mogul CHECKED S ROPER B 1 24]15S R2 AY Type 2 Amen Base Ciear .IES. 9500 SHEET TIRE Revomnonrica PHOTOMETRICS SHEET NUMBER C11 /` Y Y HL w / \ . u / 4 p LOT 50 1 LOT 51 LOT 52 ` SDMILBTI ., /70.1! / q Q n� I * l ©'o0.a04 W II `\ A�� ,. /i f, o .W mod + ' z ii NTx R+5)fi2 0 a ¢ l k.Y p SW NOflTFiV�W OR I� �\3� �.., �5 Q i.� 1NTS O W W 1 I�' �� R) �O H8V8I I \ 'I ,p0. K d I I i- 1 O „omit %gf� STREET NOTES STORM LATERAL DATA m 1 { - O �° 0 K Q NsrALL CURB h our. W51� T�0 siXNQ16 IEtlUM $3(T� [Q 2198 PVE \ 4 tl q lib a Ixe 50 ro 9lCB a-5.1 n.Y i0z z39.B Xi U g _00 ` PER STD OM O O ac D i 0��!® 1RACi 0' 0 I� LOT 49 ❑2 B WNCRETE ER PER TO CNo.120CTEO e I - ---- I i 2 (235)8 0' BY IgNEBUIIOER PER STD OWG Na 120 LOT 30 -� .9 • j \ / ❑3 SYCUNCREIE 90EWMR ro BE 09Nsmucwo a H B DEVELOPER PER sN 0210 Nu 120 III 4� 'I�' ai LOr 18 Q CONSTRUCT NNEELCITAIR RAMP \ PER sTD DWn No.Ile 1- iiiii; I y I'I TRACT'E. / k QS Ni %II 13) I{I L �` ' LOT/7 \ • PER sro DWO No.Ito CURB RETURN DATA, STORM NOTES a F w rc u 0R-30.0' L=♦712• A=90w'W� Q SOW A-81(CO-n(18236C) I PC 0+5400(140 LT)NORTHMEW DR TE STA 0+2838(12aY Rp• Z -. I _ 1 iC 20513 ORATE EL,21133 5 $ 1/1 e:2a54I 1'IE N 23680 Z 1/2 e:2a5.e9 £W Li le PVC Y 23]85 OS=R 2R Q 3/1 d 246 25 Q 41 Ia PT 4,40.1137(240 LT)WALNUT Sr 256 ..- _-- _. OP POSTA240.8+20 _256 0 sow 8-L.,(CC 2)(IB216L) FONT E. 2 �' A=2+20 O2 N=300 L=4I12' A•9003 W STA 2+06.37(128Y LIM S. ) PC 5+2887(240 LT)WALNUT 9T CRATE Er,24075 • z3 Y N D.=A00 10•E N 23).45 F 252 ✓0)4 3 __=1.0W I '-' _.(252 I/1d 245.74 U)1F]Dy9W 95•WR - _ -.._ ._.__ -_ I��2 d R456) 8� I,., ->W• 3/1 d:24513 IL OUT: ' �EAro�x - < PTTG 215W(140 Rn NCRIHMEW DR.13 O3 SDCB B-12(C0-2)(IB212C) N / I i2 f� T' WsE O.:210.63 0.(12er rep• -. E as +�, ..: N 8 - 248 Q3 R2. =4398' A=90w'W GRATE EL za BI ' 248 I( _ , 0000(140'Rn NCRTNN2W DR 281 IT 10'C 9W O YASR _-OE9pl 0. �'- n TC 398 6 OUT:23).56 RECORD d 8 -d !{A 24348 DRAWING g W STATIONS awa€snt aNra ar ce 244 --- - '2 R - �d 244 PT ai,oD ilao'Rn wAwur aEEe war 9/2/07 • Q. {� I,-_ .. O PC a&tlnl•3&3o d.)a12 aO' nrx c jI G z.2D2('4D Ln WALNUT RE WAY a+ 240 - li - 240 I/1 d 24220 Fp,EWiq. xµ s.,yr 4 u 1 VA d e.a4z z 9 x 5 ® I Pr I+)s)a(14.0 Ap NORIHMEW BR CA CURVE OATS I -, .- TG 24208 rII(�t 236 0 R.28.0 L 4114• A=811013. Q R=188U L 9468' 236 - -�la�- PC.1965(,40 Rn NORTHMEW DR TG Rfl 29 PC SrA 1+aR QA SW N(WRIpEY DR 50 N 8 1 Pi Sri 2+3672 sN NOAMMEN PR W SZ 285868 ) I. D 2'03 II(NE B) (( In •41 d2IS zpp 232 - 0' 82yB99( - 10 EI 3 6�2 W) 232 3/1 A 21089 R Y WT$ ' YEN 23595 S l PT 910159(1a0 Li)WALNUT CREEK WAY G 210 54 S (SEE VIETION W SNRr c1 W r 2is.e E ii SW�hM�DR�E )' ICI ©R=R80 98.))' A=99'4)45' I PC 10+163(140 Ln WAViUi CREEK Ci Al[ >O) 228 { 1/ III ttl DEMONED NELSON E 1. SCALE I IS HpbZ I/ 21259 I LEAi I/OR Al 24i 95 ENGINEER PER Al: u CLASS B 2+0834 a4.0•LT)NOR)HMEW DR €CNEO PER gA515'8'BACNNLL� BA k31LL LG 36 ET PRE DATUM A')A'V { NORTHVIEW STRT/STRM 224.00 -0+40 0+00 0-140 0+80 1120 1+60 2+00 2+10 2+80 SHEET NUMBER C100 2 �' �o� �� ° '- 0 10 0 .10 ''g '::'''- � �� ® Tv STORM LATERAL DATA �� c 42 °25 ao o M A IE e c+FIFE � of /� 4� �T,o 40 V LOT 4 o s �, n O 22, �T 32I � TRACT T o _ /� �' uT�. 25 2+13T r SW WALNUT CREE WAY, _ ,.T a 5 4a25A 0 O .-..I'is —.A,— �' -4 5- u E -3 a -00 w i \�TOT w�\ ��'. .� LOT 51C No� O. �� 1 r t � �S6 a l rT 15 i \, i , 13 WF, 5>, LOTTa oT34 i LOT i I . , CT LOT LOT r36 \ Tor35 O Z l � F� , i0 Q Y 4.74 , STREET NOTES CAL CURVE DATA CO 0 PSI STAIR 00 c 6aT PR ELEV,210 I] n 3. u Ca ❑ o IW < oa �270 > z a 1 A - j.- ❑s,.o,+ SINCIE0 ,sTA 3 rso.0o s s A .OEEa U y DEVELOPER n z u Z 244 'IIIIIIII 3, __.. V p 1 CM 5 z co i_ E� 1 ❑ LL s, -00, F'2 ,, S �\I ❑ SECS., Rim __ HI I INnCT B -SHEf Cl � 2 sn, \ 1 UUJJ o .+ .� AA, C \ 'gym Z STORM NOItS CURB RETURN DATA RECORD RAWIN Q�, DRAWING I !� ya A z o (1( 0 n 2 0 f { U en Noem RR // Q o s s> a aax () '�SO STn RI ,� �. I \r i (140 Nn'060 CREEK WAN o.T..14iu°' 00zissn(O s0 Ya0 ( ) 2 ur3 4az lsl \\ - 0,0,,.ay. ORATE EL 231 32 ❑x2 WALNUT CREEK WAN Q ( T r. Ai c e\ O 0 To SO IVIN5ERTA ITE / .242` 3 52 2.04O O 9.293MN ® -lo E WAN EA 3 NTLL vcaN O < 0 2 OR U N i �uo.70 a a g 0403(0012n NAETUT CRLEK WAN ETT� v �. 2 5]4u[N CO - - TO COF2 WEEP,020S I1N TO 25555 SW WALNUT CREI=K COURT PROFILE' us s I 1z ( l 0L s (� sso' 212 _...- 4 nrrzz . E .Ea r',,II eT - I _- COT 22515 _-_ "CB STAIo .reE ENT PEN OE CB 228 s n 2 R)rA Nu E aEN RAY 1/4 A0 220 SAL CR4 WAY 5141/A 844 1 i HEFT auti0eER DATUM a�V, 1- — e> E — - _ ,2 (T n 6A uT 5 WAv ' 1 20d00 0+OA OTC40 - 5 iI20 I+50 2,00 1+1. 24EL'. 212u .+�FO 1150 1,40 4++0 3015 C101 • - TI i r STREET NOTES STORM NOTES�� 1' I I �,e I T O S008 A 11( 01s/1.S")(w22)C) I 0 INSTALL CURB&GUTTER �5 COSTRUCT SKELWALR RAMP ❑J CUL-DE-SAC CENTER Pi 5TA 12149 71 (FATE EL.224.E SCALE.:1,0' PER Sw DWG No.128 PER Sw IMO Na 128 SEE CONSTRUCTION LETAa ON SHEER CI06 12•IE N 217 51 --- EJWLL 2 1C aS=0.5% �� --- �2 5'CONCTBIE SIDEWAUt t4 BE CCWSIPUCiED �5 WSTALL NONJMFNi BOX ]8 6"STNpAPo WRa 10 20 0 4 3 Di M Iti' BY HWEBUILDER PER STD ON N 120 PER Sw DWC Na 1A Q2 SOW A R (W 21�wRR) x I N1 0.w5 (0010S9124(I RT) I I SEE SHEET C201 ❑J 5'CONCREII soon to BE DCXSIMIEO ©BEGIN s TRANS,.To',MUMBLE an m'` i sw oWn No.1zo LT SCE sra 11+82 9s RT SIDE srA 12+11 n SEE DETAIL ON snEEr nW IE O T 10•a21®s=1.% STORM LATERAL DATA d B'PUE LOT N BY SEE MOUNTABLE CURB OEM ON SHEET CI08 Ear 22021 00 n F 1 Oj ( ( 4,7C) LOU 6S_.61102l A LIt10lN dffiL IR a MO BE PIPE m Le.,',,"22 - 9 1 BE f2•PVC J011 1--- aCOsrA i SS)(RI w•2 r) N 2.0 CI I 5 St9% UWE EL,Ma 'e 22 0+992700,LINE A ]Otl s0% 2210 W) J 1 5=20J% 21 0+] ,LINE B 30 SA 220.9 - E OUT:22 33 20 0+1I0J UNEB ba 50% 221.1 Q� �'a N I, SOMH]A 2 (w2R]C) Si WARR I I / / `� \� O4 50CB B-l2(CO-2(1�2gI IB 0 IO>5,LSE° wfi 30F 2210 ^M o yN S Y &0J09(/0 T) w3 (SEE SHEET C104J W \ r © l ` 6RAIE fL 2J1 J) 17 0 0925,UNEB 4aa 40% n2.5 rrVV 3 ' LOT 21 O Q / 01 5. PVC S].Q%. lu 0 99.]5,LINE 0 wtl 40z 2229 ""4 �� LOT w IONOLOi wJ \ E 227.37 .9 . NO' 2269 0� t1__ 0 50MN E-I D PC B+OBB] .•®� -� I 2+5>62 -.-.. ® SV ' \ )(g46C 21.10. B S.0% 228.1 n I o o ©I SW WAL/4UT CREEK1 WAY 0 0'� SWSWA(, T v EK RT e ? F WE'jw e 2 ; 15 x fi.a! NEB w.0 s.ox z2e.e ..1ROL H LOT 4J LOT w 5 LOi SS I m H e-1 w2xwc \ '_ ° �acsTA o3�to-2 � A� ❑ .g � , � t s9(R Y RS). 11 2 985, xE 0 40.0 s.Ox 2b.1 � w2]I I � BF 4I 2 553 NE0 b0 1.OF is 1 - o2+b B5,LxE2+W]I LINE ' Q O ]2985,LNE• 3 3 NE0. OU2 409.855, NE .9 ��" _- 0 Imo• 1 "_ f.a'� - - 10 STERN / 0 Q � Q 9 B B-5.1((CO-21(4B251C) 52 4+6229 UNEB b8 7.0% 2345 T _ _ -- - _ I -� 128356 Wb.)� B N9039.LINER wV )°x .6 1'), y /SDIIH 6-2 r. _ 15 �� i - - TO I _.T I� .1 1 r ',.e I, 1 I. A EAATEELO2p20) SS !+0J9 LINEB 30,0 7.0% 219.E A. I 1 O\ 1°J IT i VC q 5 12)x 5+ 5 LW 0% 2b.1 \ '.A• 1+ 1 D l SDMN B-4 I a 1 SSW 0'11 i R3F] 1 5+7039 U E B b.0 10.0% 239.7 • •�TINE E K 12 3 (GM) m 50MH B- l5'SW 93CB CL -x(WWH 0 5IN !+b)5.UNEB 40.0I BOR 239.9 4 ,VUE 5 // SEE SHEET '4, LOT 17 ©LOT 16 IA { I I i LOT 15 I LOT 14 I LOT II I uL0r 112 I LOT 11 LOT 10 I LOT 9 I LOT 0 I 11tl PFBESIPNN LOi© I w LOT 5 I LOT 4 I RI 3 I LOT 2 LOT 1 Q RATE EL:239.4i 2J)e) 2;OD•fl�50x 0+9)&W45 0 b w 20x 23w0 10i 18 1 20% 2378 3 ACCESS.POP c b ° n I 1 4(8 STATIONS 1+ 18,UNE 0 24 LE 20x .2 A PEfRES(Nr CUTER OF W m H TEL'vc 6 ,i CURB RETURN DATA //1 S I A. 2b - - PN ELEV 410 QJ IP R&0 L w 9J 41;! 12' m -.. I _ P LL 216w �Z PoICi13 8814tl Ri)WALNUi CREEK WAY 0 5 _ P ADm-2°B� 252 _ __ _ /46 22815 �/ m +w a - g 3%2 ]2911 hi H C N 25 W f d 9' 22 s BEND PT 0+4190(KW NT)BLUES.*LN I LY Q o u . _ ! __ ' ICI �r W 4 Q 1;n , A O+.w %I) 1 !248 TO 229.07 } vd N3 IXRiLPoID �Y $ „$� - ett• � 1 248 "' - R g EXTO a PC 0+22.02(1409LT)BLUESIEN IN i a g ,/4o2�w 1 _ .."� d , 007 rOOx 244 i/O ?JI 3 Q .. __ NWx - 244 ! 05 8 I yg a PT�+R3R09q(140 R»WALNUT CRFEEK WAY 0 R-2ev L=11W 6=84Y0.1. 3 3 F (J -. --- DESIGN a 1 PC 2+1985(14.0'RT)NORDVAEW DR G , TO 24129 9 1 50 1f 8• TO 2 241.25. _ wDlarw )II II vL6BE 9I ,, c9oo� 'L,I /zttzuu c mII--- 1 J/e a 24089 a SS Ow PONT FI£V 2250 *ry m - ,' II III 1 - 93 uNE 9 LL5 + _ 236 r u Pi e+81 S9(140'LT)WALNUT CREIX WAY LOON POINT TA 09124 = 11 P MB eSb J[% �81' S0 EO 5- , ^d _{ -AAgfi _ {I I 935TA4+2),It(ZNEe) -8'EN2P12 N I. B M w 236 TO 6:2.54 w N Mll a,� - e� (_, AI M2LE21N 2J682 NWj 4'E 232 SONNe J wR50 SRO ®R/2 48.]] -99'4]45• w �.. i / .pfi� i$•E rv3s 9 rI 5 w2W i P Pc o 48.33(an LT)WALNUT CR.Dr IPA, I0 CO STA l asinIO+]s ae° p E) ) K v. ( %2 o 242.59 zues RECORD I,� J4 e.24u W I 1 ) M "`VY� II Z PT 2+08.3�1010 LT)NORM,.OR DRAWING s y "i 1 E 43 11 WF' Y' Y E N rug (((tY) IR E Wi si8.6(EI SD 228 Po 213 N 231.b(((N�)w]7r�) TO 9// 07 ~ 1 i'`/ /. 6 - I9"E W BJ _. IR IEE3(UT 2b W lrl L�8)90• tt . ;,_I q (. _ -. _. A 6 5B 5 NE 0 228 ®Po 0i 9J 64(140 1T)WALW�T C .„,, iC 22515 ms E -.!t �!- �sATE D %i 0001 11 ) I IE vJ N I -- r _ lo"IE N 23702 _ __ ' (SEE 2I i 3/40.2286e Mam Al?':,i;: }+ - III.. • 0 sr PT J+22 95 n,O.LT)WALNUT CREEK WAY JSw _:_ �I 3X1 I)441 - MIO�E nS SBlfn CUSS'6'� 224 ttt22]51 O - 5' ;ON;e]w29 I _-� 224 -- sc.VE =40'HOR1 225.28 il 1 ) _ L-06 J3. 0-0.930 t5" (F .{ V Y (®■,w 5 + ,,... ,,,,,pg.E �1 - -- ' ©PO 6+19 6](Is.w RT)WALNUT CREEK WAY er El _ -I_ TO US LLy.� e "({ I/4 tt 22049 '" ;. SDM ,R w23BE M --- - "- 2200+CO 0+40 O+BOOS I+20 1+ t/2 8398(]9 6 vet � , i I I i SD TA 01 _ i0 TO 228226 S $ z 111 rt 2M2w - Pi 9+8398(1390'RT)WALNUT CREEK WAY S PPC �y(3 I -I W TO 229 b2 .-II e 350.% 0 E N !6f S I { 1T;� so sT°exn LwT B) � � I f. SDNH A-2 w Sn1H 0 i 023) .. MUT 220,((SE) 216 O SW • �N ) I �'I. .0TION ON SHEET CI) 1 4 VFW. 2 DATE 9-]-0) W { D STA a Lai.7s i N( WAnt,,CREEK CdJflT PRCRLF PoNS22191 �(()) 5-anF.OUT R e CA CARVE DATA ENGINEER i S Nnl.50N IY E 8 K() CHECKED 1 S ROPER WIO•E N?p21¢OEIIEWW))A -- 212 OQ R=550'L B6.JY CHECKED S ROPER B COSTA°WW UNEB 1'EN291N 2)OBEtY 1 PC ST 1.8 655W WALNUT CAE%WAY 98 SW WALNUT WAY SHEET TIRE SAL am WAY sTRT/rnw 12 E OUT 211 1 I I I CU55' K0J1 -"1 Po 9 BAC I 0 er L T SHEET NUMBER 1 I 11+9347 5W WALNUT PREEN.Mg 5+00 6+00 6+40 6+80 7+20 7+60 8+00 8+40 8+80 9+20 9+60 10+00 10+40 10+80 II+20 11+60 12100 12+40 12+80 PT STA:12+10.045W WALNUT CREEK COURT AJoA Oi 17 I ' 11 LOT11 • 1gI Uri 2! LOT 15 I SLOW-- i. o SCALE:1"=40' 00o 4)(7i .0 0 0 � `1,?', 0 4 L0r 45; sw BLUE I ;h Fu :r�I \_� . o —' _i.I L� I � „ (1249) ®I I hoo •O E EXIO 59EN 1�} N ,Id S 2 o so.0-1 MEET 69 LIAM I�'• I I I III ^�M m 3 --- ROADWAY I I ) OT I A t 0550 'I .,1 I. ^LOT IB CLTsi INISO ao.uo `. I I I � .; .11 STREET NOTES N.a //, LOT 1) II/ " IQ INSTALL Gage Sc MU S , J^\ __,� t ll\ PER SN ONO Na 126 a os -. _ ... 010110T mvWF1P 90EWALN - •J.x w 1 is u I BY NOMESULCER PER 310 ONO Na IA 4, :\\ LOT IB xim ❑3 CONSPNCT NH UG4 EELO RAMP 'r :. \ I 44 PER S.OM No 120 QJQ' ©cn smglg umli @3X 1 m m mn9 r 1 P 0110 No.170 n I \ . i Cr2 IL cIIIgg k CURB RCTURN DATA rc a O R.280' L=43,9Y p•89'S8'42' F O a d PC)+1809(LAG RT)WOW GREEK WAY o iC 22)88 1/1 p 23835 I F L 1- VA p 22882 FIl F 1 PT 0+41 9(110 1) 11y1 • LUESIEM 111 L S d .! 5 ZZ O CI PM STA 0+32 t J 6+ z PM fLEV 21095 ®P 28.0' 399 4.90.108.EMZ Q 240 TO 22.I( L.8 UE41EM 1N J l� a x 1/4p R 49. A - NO' t� I'll l/4 4 231.53 J E y e - P141309(14.0.fli)WALMIT CREEIX WAY m 236 $�S.. 8_ __ c _. __ 7 _-- 0 �. 8 � 31 2 _. 1 a 232 d I E §� „ id RECORD � 1 I nYox STORK NOTES DRAWING 9/7/07 228 A I._ _ __. OLIO CR110I IQ mCB e 31(CG 2)(4B24pC) OE9GN CL I > I/®CL SEE SHEET G102 1� 0 soca a 3x(cc-2)(49241c) v r SEE SHEET C102 �o 224 9Bi if C-900(I5=0.18% ' rva,uwm<ra o: o,a. 1 I .. mee c 11(cF2)(w249c) mre�N 0 B-1 18I49 S0MH 1. 2 - GI.Sin 1+0120 Oar MT o�+0oae3($E c) v E e u140 f ORATE n. C-9r' 220 @ E o 22 A x I 19.2 1r 0' 0 5_p 93x RI 2191X RIA 228 7 10 125E --- 10'IeWpzp 7(( EOn22 ) �2 if W 12 m((Y�)p) 2'6 W T 21164 ©2C8 col 2(4O 1)(4824.J 112.1EWi2x39V(E) 42x cL+10 0056(293 Rr}1 ?g i L 6.__ 0 MX EL 223.04 8W BLUE81 I LANE PROFl.F W 21 5 8( 216 - - - 10.99 Li 10'q 4 5=1.2'I (SEES swoon on SLEET G. ....I £Wi:10822 CLA55 9'9ACNPILL N'4401. 1 W STARONS REPRESENT GOITER OF CO w DATUM ELEV1 DATE 9-)-0) 212.00 OF00 0+40 0+80 I+20 11+60 2+00 2f40 2+80 3+20 3+b0 4+00 DESIGNED, $nELSOR ENGINEER, 5 ROPER CHECKED, 5 ROPER TIRE SHEET STRT/STRN SHEET NUMBER /�( C103 m 2 Lor 44L STORM NOTES 20 �Ir Pw 8054 ', 1 f OON i __ __ Ip MOB A 1(CG-.M ENV SUMP)(4823IC) i, CL STA 5491.24 05.38 Up WALNUT CREW WAY 4-011. I — m 9 MATE EL 22284 y N 1 _ 12'E PI 21153 ygg T�I—MIN A 2 ,�/STORAGE 212.13 WAUttr I 1 5T4 LE 1E PVC 0 5'058 5 W ''''I (NB228) 1 L6 I! '.tTA «AIFA WAUtt E Wr 21155 SCA - k m /•i LOT 2 P.' V X StORZE=220.50=BW tnliiTli I 'a V , -4�L( AN I LOT 42 I Lot VB I LOT 49 S.E 11(0101 Q(225C) 40 10 2E01 40 I O' _— _ 2,. 1AT N O SO STA 1+2d50(0 LOW SCE Of OUIE) '''''di' m �/^ � sour B-1 LN E 1 1W sAB"1 SW WALNUT CREEIG WAY I MAD EL.=IA. ( SIDE or TAT) pp ' II i (SEE "IN ,+cq A (Qom) C_ 85 LF11E PVVC 0 MOM% y z-. 5 LOT za / (gBz2NG) _�I IE OUR 21059 N o Y *e ( i.:µ 1 O z Q 1 -F I 'T-- - i� MATE a PVC B 40 00 E OF GRATE) < T A ' - 3 CL S E 12(DITCH INLET)(40 Of b BLOOt WALL LOT 9 3 I �y Y2 p _.n - y 0.StA+B 50(0 LOW 4(AA �1 �i Wm a I A 1 a S1ON i f I _'f nyi r 1 y - !FASMErvr\ / . Vl 4 j02/ I omi .. _�� L�_ _ - O POND OE (IU(OF Mi SS 50 A \� EKT01 RIP MP CC LOi iT I LOi I6 I I I i'I l0i IS I LOT 14 I LOT I] LOi 12 I `T I 9 TRACT C LOT IR { O STORMY OUTLET `.n'� 4 CASs-N PIA[E 1,9� I 1 PP RAP(1U v 8'v 1.5') I O]NLREIE! "'W __�__ .7«.j__e L_s_L___L___L__ SE OUTLET PROTECTION DEMII.%LET 0108 L_1 I ' II .CB STADNU REPRESENT CENREA Of CB }^� 1� LL ll�t 111 tl • CHAIN LINK FENCE CHAIN LINK FENCE AR PR 2 a PER DETAIL ON SHEET 0106 I/PER DETAIL ON SHEET CITA 21 m=' BACK OF WALK 1.0'FREEBOARD a 1y1 p a �, 25-TA DESIGN WATER SURFACE EL=224.5 W L}ar.� i g F w 1 • . TOP OF WATER QUALITY=2205 APPROX.RO ].5 HIGH 5 Fi 232 1 - -- `rA M:A 511 SEE 7. HIGH 5 J Fi WALL DESIGNBOTTOM p RETAWNC WML 02 QUADr OF WATER 3 x_ I I 228 I� --- PERMANENT WALITY STORAGE POOL =217.75 .N l' S OM CC III Q POND SECTION A-A - 224 E � - - - - ym n �g N N.T.S. 2 1 a ar.,\.'Ir sol--,, 220 Ga- '._ RECORD 3 `� GW PIPE DRAWING 1685 IF 12'CPO RO I'I IE2 0 OUNICE -9/J/GJ 216 - so TINE E . ' ALUMINUM STRAPS crA �N T.E t 80'N NN W IB22NC STEEL B SIANI£SS I (B 3R ro Y ©O AP W 15 IE'223.00 oa 212 B� IE FABRICATED 4 q OR 4 I TEE I.� I IE 22050 SD S Z It88.49 K E) �II,,. 1 2'PYC FROM 5( m a _ ��EalrNnax PONo 208 - -. (ODAJM4Wi12168/(NE�.._. _ I RG1WE-218 CE - a21d: y5 o SEE /��/ ' I. A. ARBOR OPENING D 204 OUFFALL PROFILE 0 STORM DRAIN TM.'=NV H0R12.1 II0 . I 1-4 I D_P vBa. - TOP VIEW SECTION VIEWI' 1 ATE 1 9-7-07 NA➢ON BACKFILL DESIGNED, S NELSON DATUM 9.WARP 0+00 OTI40 O+BO 1 F20 1 Ee0 OUTLET CONTROL MH DETAIL(SDMi E-1) ENGINEER I S ROPER N.T.S. CHECKER 15 ROPER SHEET TIRE STORM POND SHEET NUMBER C104 STOP SIGN LOCATION "o{ (INSTALL 4'PVC SLEEVE UNPL CROSSWA. r u �PERMANENT SIGN INSTAl1APON) STRIPING • 1 - o�no un : CURB JOINT i y. NOTE s ROW DRAINAGE� KOU u 3.IA TIC J SOEWALK B' \ I E /WUPLNC D 'C 5 uss u.rza� 1. g9 O 1 8 I 1i11II 1 I 9 a8s5 1 b $ J OF 3/4 O BASEROLH B ' � 1z TRUNCATEDDOME a g g CONEACTE0 M.G.. _ DETAIL o fn Q a SIDEWALK ADJACENT TO CURB Ba� 24• �� ' Y Q m 1®®®,b JOIk„ANSION N a I. FOR USE ALONG MEDIANS.GUTTERS MAY APPROVAL FROM THE CITY ENGINEER. BE ix PRIOR B®®®( tea` I ( ) NI m yy 3. WNCRErz TO HAVE a arFwwrvO smv+aix Or]WO v.s PETER ze DAYS. B,...0 m-333 • a;N PC/Pi T � di (....,..__ CgCWPACtEO aIBCRAOE 2 A. TO BE PROVIDED:) EACH PoN 0 TANGENCY CF FHE WRB P oiIA R%IRE ir u^ uAcs]/r-o•BASERaa< EXPnR) EncxsariJo,nrTERN DETAIL PLAN VIEW I °•.SIDEWALK AWAY FROM CURB q 00 POI e o of osrwonOroG aimE m O < H$ 41 A o la NOTES: 5)AT Loan°ns nEWSSARr ro MIT.ACING TO 45 FEET. - a w B. MAIEPoALHIII B PNE MWDEDWASPHALT IMPREGATEO.NW E%IRUDING, 4 ' RUSH '- i� 1. FHA}BE 3000 P S AFTER 28 DAYS.a SACK M%SLUMP RANGE KITH I/2 12 5 f �L �Y OF i i/2'TO ON JOINTS. 2 PANELS TO BE 5 FEET LONG. 4 NA N SPACING 10 BE NOT MORE THAN 15 FEE \�r<I�5A � Es DF OHIVEwA MPROA2E45 ills OF JOINT / P G CONCRETE a.15 Ga°o .ld unutt vAULis vmE¢aA R RAMPS k Ai sPAC Nc NOi ro Exa FEEL BA��OE�2 O'OR s/iF ciU9 °MPH 0 VCi.R SB II• o o• ... Mamv w s Ei .0 ePiN NH DIE ,s GREATER 2 3/ -0'AGO.BASER°. y WRe,INN LOOT MU DDECNT°HCME NII.RMBL EMAPIAOAALEN JOINT AETEO AMNIA.I%Y PACES B BLOWOUT S.D,A ONTUR PLASTC PIPE: SECTION A-A +�6 PLASTIC PIPE 161H WUNnG NOTE: 5. SIDEWA..ALL HAVE A Ku Mw`H Irv1E°KIpEO As POREOn OF 1121nvBLL °e Mlx SSIVE 5 SURFACING N PAVED AREAS SHALL COMPLY Wi1H STREET CUT STANDARD WANING. Q O EBRVAYU5S1°OEMALK SSHAiLAxavE A MINIMUM THIa(NE55 CF 9 INCHES. WAGE ACCESS iHRW'g1 E%,STWG WRB.SHALL B[LORE DRILLED W CURB NO CONCflETE SHALL ATTAIN A MUN COMP .I.IN 10 OATS. JOINTS SAW W i VERTCNLY IB'EAtli SIDE C6 DRMN ANO RFPWRED i0 FULL OFPiH or CURB. 2. CON¢T pACOTON JAINlS SHALL OE SaRIBED 3/,'DEEP A O 0.AMPPANE�S 91ALL BE BE TO BE TACK AND SANDED. DxEOi N 9E°PUCED OVFAA PPETR]DIAMETER DRAINAGE ACCESS iNRWa1 NE PLACED A MINIMUM OF 2.tl 3 SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. PLASTIC PIPE At 2%SLOPE. CCN1RACnON AI ANO A MA%IMUM rc]O FROM PRDOFAtt uNEG 1 N DES. BE IM2 SZAFINSHPRECNATEO MATERIAL CR EWAL Z 5 COLOR OFDOE AREA A SAFETY YELLOW. 3 p,P. CONCRETE M xa DOLOA.' �, 0'XG w. //� '^ "'m° WHEELCHAIR RAMP o a 1 TRENCH V, H A p�.e"3.. � ens a •'• CURB&GUTTER { A°'.'mnwonncm a uoxJ.rw. Q 8 wmmF.wous MOM °"' °°'4"` mon.wiwn wou � MrAw Iw SIDEWALK 120 aNvvaw'q�°yG,� 126 �.s ;3; STANDARD CORNER 128 MYYti memo„�.IVA .., MACNEILL 180 Pi r w�USDNG DRIVEWAY ` F O ` z�,RrI �'LO CONSTRUCT DRNEWAY APRON =';r t SZ W 1 .R wNx SEENOTE3 %/%%/.�M _;. III5'HEN MINISINISSI ` F,�rrvSDE 3 ,\-LANo P 0 1�/_,i�. La!`�2•of 3/,•-0•COMPACTED AGGREGATE )r.1../121111/� .��,& $ _ SITUP CURB AND GUTTER ob- ,mid,mi �,. 0..ri,�. �-1 == SEE NOTE 4 /'IV_ .-�`IF�.Ie.71114'q A 3 30'MAX `3'1�- .°i/i'�UIus1 u2P iO e _RI i 1 ID'Mln S4 CUT NIN 2' �8 R.v / mi;M FACE of cDRB CONSTRUCT DRNEWAY APRON MONUMENT CASE St COVER RECORD ' 0.�Mr 1 /// OJEc,ED t DRAWING 3 / CUR 2R MAXI NO... N OR %..„Z 49/Eiga110//07 STREET 1LA_ CURB Y CO.INC. m�„H5.wa 5m"�seuwaw.c 801�,li:ziTta�I191 4n REGATE 041)747-slit B' FO¶ON A-A l3/�-WI COMPACTED NOTES: OR SAWCUT TO COURB FACTETRAS PoS E1612_BE MADE AS CLOSE NOTES NO. . I CONCRETE COMPRESSIVE STRENGTH SHALL B u uM OF 3300 PSI AFTER 20 DAYS. COMPIETDI EURB PND GUTTER rES.NOT BE REMOVED UNLESS DARY T R. CURB JOINT SHALL BE mom., WITH A MIN A1/2.RADIUS ALONG BACK OF CURB. R ClEO BY TOTE REMWED.A MINIMUM OF 2A T ALTERNARVE TIVES MUST BE APPROVED B. EXPANSION.GONTRACMI JCIMS SHALL BE 1/2'PREMttDEO ASPHALT IMPREGNATED F PAVE DiR�MEIp E FP.Cf OF CURB SHOULD D Z BY THEINS CITY ENGIINNEERION AND INGSrECONFO PRIOR �' < MATERIAL OR EQUAL EXTENDING FROM SUBGRANE To FlN,SH GRADE. PLATE Is OVED THfi MOU5TON THE FOLLOWING MINIMUM DIMENSIONS: S V A 8•%8'10 GA MESH REWIRED FOR COMMERCIAL DRIVEWAYS ONLY. HRNU NTI STALL BE CUT PACK AND A 8'MAT LEIHIC CONCRETE 3. OPPROVEDLFOR ALL STREET CIASSI FlCABOAS. BENCHE SSUPPPORT UNDERTRPAVEMENT.EWIT,THE NEW GUTTER TO PROVIDE DALE 9-10-0) 4. M NO DEEPER nIAN 8'BELOW DESIGNED, S NELSON 5. CONCRETE HAS CURED, JOINT. IllISM G4AOE0 BE ENGINEER, S ROPER CHECKED, S ROPER ." SHEET TELE STANDARD DRIVEWAY muumuu m. CURB KNOCKOUT .a ®,.^a MONUMENT Dm NO na STREET DETAILS °� , W/LANDSCAPE STRIPS 141 ®l a M FOR DRIVEWAYS 145 °gS.UTO, ..a.qA BON 170 SHEET NUMBER C105 9. PCC 12+22.42(25.73'RT) 10 244.04 MID Pr 12+18.68 122.49'RTi n r^� TC 244.11 __-_ _ ry V %Pr 12+41.58(36.61'RT) la yyy TC 2I3.70 PC 12+14.82(20.0T RTl _ TC 244.18 e 94 Pi 12+63.54 34.85'R 5 AN TO - y 12,1 TC 243,53 MOUNihDLE CURB ) ." a. �,. ^,:.�.�Po�_ �+g mgg 1 i7 • 0 ioi N P `, Nr L in^ / R=24.5%L=9.91' .x. ,. ,<1.. ....,,".... eA 12+4871 T - - °^' Pr 12+80,73 21.06'RT CUL-DE-SAC CENTER PT (� TC 243.43 FRS EL 243.98 5'1RANSIRON TO ^xx (4 ya N�NT 0F7jQ92. NCVNTABIE CURB `. ^-, _ _ _ En �m i AB ��e n /.. _. w V' R=24.5',L=30.02' cv -2 \ Y'\'.. !, d a 1 PT12+87.21(®CL) -�\PC 11+87,95(14.50'LTl �- ) .` ^ s _ F-x..,^ -G TC 243.32 � TO 244.34 - } MID PT 12+06.30(17.95'Li) 5 * . » " 6 TC 244.28 4' m 13 ..>. f, PCC 1z+z2.4a(25J3'LTl - `,+ .1`, TC 244.04 FG=243,55 § o D ff} " }}b�Y = Y PT 12+41.58(38.81'Li) ° }7+ u'! 2? FG=243.55 {L.+ 12'EMERGENCY TC 243.70 9 $ J i$ -� ACCESS l F .. 9 Z -a (]7JJ(S FG=243.94 Y1 PT 12+63.54(34.85'LT) ��y"ii� \ 9Ime,- ( ' a TC 243.53 a T. - I� o $n .�2f IJLIIJI ik . i 96 PT 12+8073(2106 LT1 LO rc IC 243.43 CUL-DE-SAC CONSTRUCTION DATA Y ;w NTSQ o 21, 63 F E 5 Zlir O e • r av [l(lE[BEHN RECORD F� Uii ft,lCilil ( DRAWING z➢ E%iEND RIP-RAP i0 III III 1I it //0 1. DGNGUETE TO HAVE A BREAKING STRENGTH OF 3000 P.SI AFTER 28 DAYS. CONSTRUCT 8'x6'x1.5'DEEP e'FROM END OF PIPE III STLLNIC DASIN.HAND PLACE Ilill -_{ 2. zI LARGER Si0NE5 NEAR OUIFALL EXISTING _ A TO77 GROUND )AT AT EACH POINT ,OF TµGENCY OF THE CURB CONSTRUCT TO ALLOW SHEET 'r u` »_ .^` =5,uu rT sT,11 FLOW TO EASTNG STREAM - u - 3 L c� CHANNEL 555>nY TO LIMIT 5)AT NE RS IT SPACING TO 45 �/ {_I_ B. MATERIAL TO BE P MOIDED,ASPHALT IMPREGNATED.NON MADDING.WITH A THICKNESS OF I,...I /2 INCH. t EXISTING GROUND I;`a Tci T MORE THAN 15 FEET. ORDINARY HIGH WATER LEVEL STORM DRAIN PIPE ' i 1 1/2 IN.ES. CLASS 50 RIP-RAP ( J - R 5/JOINT 08 Ncn000N,. MIN 1.5'THICKNESS ' 6 A suBPaAOE OF smEET u .WHICHEKA ISAGRE P° - 1 B. THE DEPTH OF 11 4. BASE RGCH 2'0 O ASE ROCK s m �11 a 5 DRAINAGE BLOCKODi 5'OAMETFa Pusnc PPE LOLL 1 I u A 3'D Pusnc PPE WTx COUPLING. a CONTRACTOR TO COMPLY WIN CONDITION AND DALE 9 10 0) B. DRAINACE ACCESS THROUGH EMSPRO CURBS ALL BE CORE DRILLED OR CURB n REQUIREMENTS OF DSL AND CORPS PERMITS. • DE$IGiED S NELSON AND A MAXIMUM OF]0 FROM NEW CURBS LINES. 0 PLACED TO FULL OF 2.OF CURB O. -�-'_� A FNG NEER PER S RO SAW cur VERTICALLY is EACH RICE s ROPER C. DRAINAGE ACCESS THROUGH NEw CURBS SHALL BE Puceo A MINIMUM a`2 0• ? { CHECKED Ei RE MOUNTABLE CURB DETAIL -.____-_ -._ I-`-. STRT/STRM DETAILS NTS(FOR PRIVATE ROAD) SHEET NUMBER C106 i o a 1 0 o Al w� I rftp _.ik n ...,...... , :•FaE,,,F,•r::„E.,,f,: ..........,.. wa. COPOLYMER EM.,ra� PLASTIC ��°�. � ,w y�wmv a� kis—� SANITARY STORM aurora '" \1�'4 I T.o rrxrrxw,x mayy 'x.,„ G I N v/ / vi+un 4 --azvxmg-1, 1=0,Amma., , in "----4, �w �l p MATENIALS I 1 v. pra } Ga I•� 3 rT uwwu arK vww.wnn • SUBURBAN AND STANDARD R o a STANDARD MANHOLE i, . MANHOLE STEP '�, STANDARD CLEANOUT UesnWater Sevin aean�l50v Services MANHOLE FRAME AND COVER CleanN5kr Services ClearAVat. Scrviccs N o .r..Nc wo om xsro az au_.a...a�. ueeano NO innN�o�a., wwddd..... oanv no xa�vo ices/sV nr.a rr.., w.»m•�xu... Pre.v Nv rvPr acwso'a o� o r.oAN.a j.)1 F§ il PLAN 7 I S tritiM 4 -\1111111P-OV 11-Bli' „ALMrl SECTION R—R 1 T l I urec_re n nry n,E srzV Vcr.x (- 1ai°I DRAWING ' SECTION A—A rro All1 ' �,m fril�na a z.woum= 44.32— ova" .'alk + g 41,6:• r� + N�n�nrNa= DETAIL ,-;Q/ xxa.,.oE El EVATiON 4 4 CLEANOUT FRAME INSERTA—TEE DESIGNED s NELSON SIDE SEWER / SIDE STORM Ciearrwala serVkes ENGINEER 5 ROPER AND COVER. [kanW�er Serviees Cica'AVIV Serv'a:es . 30,,E,; „�,,,e,,,G. cHEGNEB S ROPER oaAMP 6yR6R VV ar...._r�a_ PIPELINE -x, oo op..m..,..._ �SeA.NC Ne.1.o oenmuc no.vo SHEET PRE STORM DETAILS SHEET NUMBER C107 i ', — II III,...III I, `1 1 ........,. —I ��• J ;Ni -- .It1 uu I III I I .. ' `_6P, ."m� • SECTIONAA �� I ^. 4,` I eJ PLAN W I�I PLAN VIEW_ n—I I. =r � z ___ ``rom ^.-J <�. „In rtnwu. g,..,„Pm>< . PLAN ,n,. ��I I,� —�_ •m 1 • � o C ll!llllF1 = no7,.\ .,_ 3s }. N �=e 111111111E .�;`.= �a,` 9I SELTAN A—A SECTION 8—B r a Mini SECTION A A SECTION B—B „ ,,, ,.,,,.'„,„ PLAN ..„ SECTION B—B „u HOOK BAR r YA w¢ x„x n ze onaW -zow— O , TEL GUTTER Sc CURB GUTTER &CURB INLET CATCH CATCH BASIN m INLET CATCH BASIN DITCH INLET ^w` s S�ID� BASIN (CG-2) REINFORCEMENT eTea^ems ' FRAME AND GRATE (L—G2) cl a W51e serves cl oWarei s �j ......p,... .<.. oaA„NC No 55 "<�... aE,oo2 ,......... � 1 ,� I-- ,e ,, „^z � CLASS B" CLASS'A" J (n HHH �1 dp �9 y m v. sEcRa.A-A i wliI;i l. Off%-.. } j,.I ai :7 !�!!�_ n SECl1ON A-A T °",a�G",°°". RECORD PLAN I PLAN�hEW <M<<....... � e.e E.„a� z° µ. z- U Z...:,z DRAWING sit 0/07 TITIFTBICIfl SECTION B—B / � mr<n xc>, o.vos. • uv'n.ul v E�,._ oENEE•,'igi . joiVi.n,� , z MEW IMOM 1 f"E =s :a ate..'..„ PLAN muru 'iz..�ao.r2 a..e, ,o ae.e.,,.. mom. a 1 ! :ase F, .u...r.ix:.s,i .i.ei,ie,.E'u. DATE - -0 DESIGNED, S NELSON DITCH INLET INLET .'' TRENCH BACKFILL ENGINEER, S ROPER FRAME AND GRATE CleasWami Semces CATCH BASIN (CO-30) C1earsVYarei• Alm. DETAILS deanWat Servces cHEaEo s ROPER -sn,;, DaAVING rva.Sao STOSHEE xw�-.z w••vvm1°°•••• TIRE STORM DETAILS SHEET C108 �11 1 j — — \ p jB ��\L LOT 53 M 0!4 ' 1 a r ,` w , ( LOT 50 LOT 51 LOT 52\`\ mo%R s]az ...... 10 SGe o ry I AEI I I ,. • a z�OTII ao ro m t, g I a ..: , ,u_ S3YRR3 top Na49 } i s II,isfl, SW NO4I1 VEW Q ©I . • df�/ q 8fqpq� fff yy ,` Imo-h ,1 -i' a.. ....4), , 4\1\li),A ,`'%, :?-%.2 i � obi �O jiO �� I '.ca .111-7,LOT 49 ``�` n _1fl CT le....' J S59B12R 3 p . f SANITARY LATERAL DATA .� 1 I LOT 38 I i \ ISL1 ss.Miami LENGTH 8202E If a,Na a PIPE `l /' 52 TO SSUN I_7 30.0' 50% 236.8 - A -------1 E- II LOTH `\ 5L SP NOTES tag 50% 2392 50 YE NOTES 33.4' 5.0% 239.R LOT 37 hii SANITARY NOTES �I MST 8 PU91C MOM Q p 12.5116 P\C a 5-10.0X(Al ssca) PER STD GYP 175 [S+' E w _- ---. INSTALL d 1 WRE zees LPe a _ asiAl 4Rw COW LT) ¢ L� 5 g ?I//CIASS 8 80001LL [=233.03 I O 5 c nst.l.ssca Q o - -._. :... -_ ___ _ ...... 256 mt.a'SF REDUCER x 256 STA 1+3357(I&13'LT)Of - _ — N a --- > IN5TA4 8(10 V'PVC 252 A 1 ' L_ 252 aS 50%(FRW uPE t0 BEN0) ` 2 $ 8 169TA0.4.1.5 ffluO o 8d / /®MaO GM K>�213'BI(I0.ar LT) 8 18 248 r RECORD x d DRAWING 1 .. �.. _ - 24 d 4 - 9//OZ 244 n$ WATER NOTES -II' 1 I „o iwo O PEP Si0 W 0 ND 20 � 2401 -_- 1®I_I_ 240 O INSTA(E(R)I'WA1FA SANG P[A SN OWJ N0.SR0 rs w¢mn 1 Q LIVE TMINSTALL SIZE ON. 236 .... -.. -... I1 - 236 0ING TEE 18 TAPPING YAM - - f aSTA 0+1365 WO'RI) S9M 1-7 3512122 Oi INSTALL B+a'M3 TEE W/MMIST BLOCKING AA S3 STA 85200 ONE I PDISSN O.NO,ff0 Rp 3 6 z _.-. -._ I_ _.. _.__'-RI R11.50_1 w 2321 b E R39.1a(nX� 232 < ALE E VALVE S J a IE IN R3191 f3W1 Q t > 2(9.06'Nl) a INSTALL V6() PFRSNDWa. 0501 w 11 R O'at 6':6'aJ is5 M Si aoCONo 19-1-07 -__- (SEE SEMI{ i CI)-_ 60 35A:2Wa N(150D Rt 0DATE 618 2281I III 1- 6CALE: W I. .. PER 310 DWG.N0.580 DkS1CNED $NELSON NT. ' ENGINEER S ROPER €CKED ROPERI DATUM ELEV I SHEET TITLE 224.00 -0+40 0+00 0140 0+80 1+20 1+60 2+00 2+40 2+80 NORIHVIEW SAN/WIR SHEET NUMBER C200 v • � \ \ / �: ark _ \ , 0111,40. , ‘s s ' .0% .4),„ LOT 43 i1 \ \ --� \ \/'- i h 3 \ rLOT 42 r, �� SANITARY LATERAI.OA FA ql _ ay , �` �/ s \ rao \ //, j �� r�'T-Y 1,403 LINE _E00' AWE Ifi`3-EN4E FIFE 23, /-'/ 1 2 ) / TRACT E '`® S - 1'�,r\ �� f 6. E 2 0% ao tea, \y, mm H 1 6 \� \ Xs R 1 C _5W WALNUT _ ,WAY 1_---- '; ° �� O 150 65 5 sruh m - _ —0 �� r 28(zs4ft ) �� 6 fl l 3 I � 6�r1 LOT e 6r y; LOT y6 r ys r�.y, I LOT}3 51 mr , ,43 26 sr z 60 A 3 O a 8'C a I C6rLL 5 cc w Q o WATER NOTES: - z 0 U H~ a W. I R c[ y Z 244 N U a Ji-_ - U 236 S'D D,G�a 560/) s atflgins p O 0 ct Ill <>INSTALL FRE HYDRANT o wl re 256 232PIPE / <>INSTALL U..I GATE VALVE i - y MG 6No\ , ) e 2. E� o,rrerP. W/ reµ RECORD W I DRAWING ) ,3 1j-.. c s }sa(uNE i) 07 ' b ©ya a F -- g9% 0 rsno 0 ) // 226 2: wPM, 0 N j ''N O + 224. .$vw j 0 sr re� Eo 2322((SE) I '�, N ss - 1 ) u�oi .urrou� INSTALL 224._ .._ _ -... - Q 226 -q 3 I <> . F n 1 N aU,72s„0r) PER=roo�N 542 zzo s oI o r has,,,, zts n re qw u,e) 2 .c1153E 1 E) I COURT PROFILE __—. r as us) i E Ii c 10.112U0i()) ` l _. z19 SANITARY LINE 3 PROFILE s s Mx tt a ro SW WALNUT CREEK ❑ re SCALEre o S NELSON It our ,'I os vErerENGINE, vru 212 - .. a^raT i 4 11.SIN). r _.. DATUM ELEP as 'e o rFa r aoa oo _r _40 ,rs6 11, SHEET,,LE WAL CRK WAY SAN/WTR oarovr r2sv - r enao,r - s Eer mumr� zoeaa :,, , 6,, -F�� 2,',(, r>.ft1 F1,; ,6I, Iu ,5u C201 :� t - - � i j _ SCALE 7-,P o n 8EE SHEET C201 , I Li mt 2z O SANITARY LATERAL DATA a m m/ ,' t 4 LOT M - LOU 5!,,,, (um .0a IE o ENO OF PIPE y$ g q F -� 44 143a39 NE p.0' .0% �y . 23 0450 W.LINE 2 .0' S.0% 119.9 0 ' 19 5511x 21 3617 8.0% 111.6 $ 2�e ro FASEN T 17 9 29 E 1 369' 8.0% 2 511 i/7 '^ il aELOi 21t C205 Q _ STOR10 06 i LOT 54 ] 69 E R 298 IQ I N ,3 1x 1 1 1 r 63 ] ° 11"5 b39 E R 30.O ll60 q W ' �� 1 a9 U 2 40.0' Ox 2Ja1 LOT 45 J.I • Or 9 II LOT 52 \ 46 2,1075]! NE 2 40 0% 2371 PONO a ' LOi 1] lOi 48 T' 1 • L n W' L C EK `, 15 2555.29. NE 2 0x 2293 m - I ._, { ' / ©,. 00• � it 19AI9 W4E2 30.0 20% 2304 LOT 20 O -0 0� ®.� 47 1 9 40. 506 .0 . �, ' (MEEK why I SW WALNUT E O00 O OI n b191W sa0 0% 231..2 - }}qq - 7 r .. • ,- i I 'p:• 4. 12 3470.19.f 2 330a 1 06 uW 0719 z]) �®�� b I I� %` 0 \\'• 49 3 b174 2 40.0' 50% 2329 t LOT 19 //� ,� , 174m _ a.m1 IO I®�. _ la I-_ 'ff 11 4 9 Ex 30a 1x0% zne _�'A " Y � / 1w �� ss wxx b.._\ , I �� 8 590.IAfz 30U 5.0% 2J91 _,1'', FS I / %/ ©i ® IJ T ij- � � _.. 1T -. I} _-_• 53 5,d2B.U1NE 0, 5s6 i69 vr�V �+ w 0. f O O Oi 54 e A LINE 2 4ov 5.02 37.0 / SS1n 2-2 ',II1 ® ✓ SS.2 Y. 1W 2-4 w B 21 9 4 E 1 30 139.6 Ir 55:24 1(SS4B125) 4 (A4U1R5J 6,60.19.UNE 2 30.0 1206 .9 i ) UI( ) Lars I LOT R I 4 !9A1A NNE 103 2385 E... I LOT 1a LOT 17 I Or 6 a' )I •I : LOT Is lot 144 I LOT 13 I LOT II I LOT 0 LOT 10 I LOT 9 I LOT a l e l LOT 7 LOT a HOT 4 LOT 3 LOT 1 ; 1 ii,-- 70 9.uNE 2 .0% 23a] 1 oI R ]47),IA 0 1 30.0 IT 237A I 1 1-I SSW 1-1 31.6' 0% 2370 - . I„ ? ---L-- L- -i- L _ l -L - I i _[---L---L--i- 3 .0uaga , , i 11 6 a �, t r%m'rnx0 $ ! j WATER NOTES: W E-6 2 -- _.. . : B 42 248 248 O MIL4(I)1•r51SEANa I ip 3d PEfl sTO ONG.NQ dRO 4 w ! w wsrut(z)'wn>En xxna V • g oal a„�d , MC.n4l z /Oa; PLx sTo 0%.r2o.sz0 $ -.. - __ 244 02,E 4 2aa PFR SN OwG NO 510 Q w I 1 1 04 a•4cRwow/7n a 3 . - m O a s7A 3499�(100tl n s i _ -. • O . 1 240 2/0 O5 �45'EFIa w/MaS1 ap1(wc DESIGN a 1 RRSSN O.N c�O Ln C /I B'PVC 3034 0$� N c SR36 4( NS t Z0 W IFE /DTI St a0CNW0 236 i391a 238 asrA>+sa.07(loao'u)u R m OE, 16 6 405305 PER sN 0YA x0 560 f!V]] i 4 1 ,s W 1 ] xsrut e•ud a+TE v"Lx O 0.5tA H0109(600'lI) x" 26 9i( �A 5ID!w ND�3 RECORD �� 1` 1 !0 n _ 232 _.._ SD. 554BIR6 -. 232 O 55 STA)(.61 E R 1 55 STta&06.19 LINE 2) PER SNaONU NO 560n 0 9/7/07 _ A 9 d .y.' 1 a _ a srA s4sz62 poaaT DRAWING w � ra ♦ ssu z3001O I a•IE DUT 231a(E)) IpE xi.13 x wslnu le GATE 1 ron N -. z _ _ 1 gIEa ( 9 rtr ox Mru, • Z _ _... _ 1 - I _ _ Rna 40.50 228 _ 235.59�E) 1228 a 9u m+4472(mar Ln ary x...n µn�,�m n 5 a. 1 -- ss - PER sro O%v.NA 5w "*,`TM•%M^Eg w' I. O i I nw xwsT.r.s e E Ix I� O n v-L 11Rf NgnT ASSENar """F TM"` 1 - PER SME.6' rt K]41F 6•q .w[nm rwuru xn PPoVATE DRIVE PROFiLB ��a+�amoNa�.,,7µ,ot IE� 11 .08 a 80515. -- Cl sA 11,95210546 LT) - I a 11.1-' .'is _ 1 1 z2a - - 224 Pm sm ova NO.542 `r. __ _. 101 INSTALL 1'004 a0N AIR R I 1 Q I ACIIUN VN.4 59M1 2 2 55 124 - 220 0+00 0+(YE SECRON M AIEEi Ci 20 14 PER 816 Ow0 0 500 a wa f _ ! 1 40 Icass 0+00 9•E20U9t VOA) _.. 8a 1 h I2 NSTAU Y s o 00 Ay ar 2 0.52((X� 20 a S57 1472.E 15B'Nn g g °z 7�9 1 3A( 1 1 PER S10 O. 5)0 _ ss srA 1�.41({1�1) Omit(3J 1 wn>ER-- A'- n.9'. 11 Ptn sm ova xa sm { � 7u 9 x) I T F 1�. OSTE ENGINEER, u a PVC 303i1 1 SW 5f1At�Jr (X CST PROfiLE 012 011 NE x619552 n2 i( __ ll r - - 212E 4 J-0] DESINED 5 NELSON 64 II 6•Ea121a] E)) 9�461((( q I ( C111 HOAR� R MA 0,00.00 R] (x 1 4 1 CRED PER a C IN 21691� 4 IE w 1fa49(� CT mu e•1 w R1699 3'( 0 0 w 1914 3" 11 ', r 1, SAL CNN WAY SAN/WIR e•IE au 1 u 1 1 1 59 13�BACx£iL SHEET NUMBER 5+60 6+00 6+40 6,80 7+20 7160 8+00 8+40 8,80 9+20 9+60 10+00 10+40 10+80 11+20 11+60 12+00 121-40 12+80' C202 1tbH I PTO SSW � 6- I j G SSCO x D Si / / SCALE..1,40' h R.I. ME TO C 3 ' 40 zo o ro pp P''''' O SWBLUESTEM N _� _,-- d, `I' aT ^o: b /� 6� mom. _. il'' EATG SSA.POND m LOT16 I II vT �mI lip Ni ,, _w 1 1i I' I LOTIP �l ' d 0 '` TT u TT LOT 19 I EATC SSNN , xw. t 1 LOT zD I mns 33 Y En`g W 6 1 i: ;! >s I t' 238 8� -- - - g,,a - I ,e ' C 1 -_ WATER NOTES e J :. I $T () W IEk 5T0L5 II 232 I. d - o i- ._-... ax sro Dwa rw. � � I I � 6TA o loari(1D.oD�xp RECORD 4rR o D No 56o DRAWING 228 I I E... DE5cna , _..... -...- <IC>POOP ORE HYDRANT 9 1 I BLL DIP'TEE. al YA 12.1 IF a'EA Warpr TA 1.(n.D6'P8 PER STDDWG NO 592 "a s O REMOVE EXEC 2 SO ASSMST 224 L I _ L `I ' -- CONNECT TO EINO 1 MJ GAR DELVE m,}Anxirsuwswslrhn zr�xouos Q STA 140460(I0G07 Pi)o\ UNDER STORM i � I 21 6 gggLLL (SEEE SECII ON SHEET CI) STEM LAlE P*IOFLE ( '4_§ ,$W' U SALE 1-ro INaz. 1 - g 5 DATUM EV. �:' OAT[ I 9-1-07 6L 28206 0+00 0+40 0+80 1+20 11+60 2}00 21 40 2+80 3+20 3+60 4+00 DESGNEDI S NELSON ENCINEERI S ROPER CHECKED{ $ROPER SHEET TITLE BLUESTEL SAN/WIR SHEET NOMBER C203 g T L 8600 eI. LOi IB LOT I] LOT 10 ; I h �3 / LOi 19 SCA[E 1'=tO' ��MEMEr® \` I T L 2700 ,f, IXTC s�m +I o i `" � _ 4 Oi 1 _- FA ego % SSNN I l r-hR I 1 I LOT 21 21 I 05lIN,_, 0/22 m�n ___ g ,`' I 1 SS 1115 FL.2600 SANITARY.LATERAL DATA ):+: # r]] ENTC 2 _ 1, AMADEU 1 SL GE EnE 2E ____CI 1 LOT am LOT 44 ''..'�I - - - 31 O4J5.0l,LME I ttl C-900 z180 a w mT LOT , T.L.1900 SANITARY NOTES: x �i JI ^... - K I.■p NW0 CONTRACTOR ro ware Dun,Of Fr SS MIA TO C 59N ICTON.CONTACT LOT LB p j T.L.1800 hL! o W' 5 F F2 5 I 228 '3 ICI I. N. PPE ,III 7 (' -- 22a Exrc Eano-� ( \ , E M. 220 RECORD 6 O DRAWING L 1013 LF. 1050`PVC.l0.N S=10IOOR , ' /O] 216 MN ,I IPo I51F E00c e'n OS O.WB 0'EW 319 N . _.. ..1I 2,2 ' - 0 E W RI ' -� ,III nG a xcu�cs. 0'IE WT 116JS�E) �i i I '° BRAE•SZSA'r SSM141 A l n16+6 IE N t 1 4((SS6� I 0'IE WT 101(Q 111k24cN9z10R6(1. -.. SSS1BI5 1i 208 Bi£WT 3142k I� 21280(Sl. CON ECT i0 10 9 51UB N i __. ✓r t 1{1.68IN) 204 `4D 0 BANrrAflY LAE 1PFOFLE SCALE:I'-10'HOHLI g 0 ,ISS'Er 1'-1'SWi. LO ILL cun'A'BAlNf1u , , 1 OATS : B-1-77 I � DATUH 6LEV H 1+20 0+80 0+40 0+00 �•0140 -0+80 -I+20 NELSON 200.00 DESIGNED s ROPER ENGINEER, S ROPER CHECKED, S ROPER SHEET TIRE SS LINE 1 SHEET NUMBER C204 i It1.7„41 I . NI F ON 111. ,„,,,_, A4r4.-1`gr,oga, 17,:rmr, a, ... .° 1 Tr r.oao,nv J.vu.,�eo axuu..w...PEAS.= �j SANITARY STORM i..'',.uw. e `. •E4i476,mm...e----•-•-• _El a ®� MATERIALS . I „., ., RFlr,,,./.......A.m.mor. ...0-. iw� .• �^ 120214 120111124.4 Of ASTI 44a ,max 3 2:4 STANDARD MANHOLE MANHOLE STEP �' SUBURBAN AMEND ANDSTA COVERDARD �" STANDARD CLEANOUT Q N a C1ev lAsv Services CkenwSEr Services MANHOLE FRAME AND Cle Waer semi ..wrote servicee ,;.,', ORAWINC NO CIO ,�,,,-„ .......--- oRawinc No.,w e,e�..--., oxn,ENo No. o uiE. ..,...,, ��o PLAN 1 j/4 . CLASS"B" CLASS"A" ,�.x .z„ .A ` eUARc et „ ..,o ^ail �. �.,e " . 77947 P Y„w,, F^y"—� ".,.�. as "lr-- nava w ,% ] � „un = /JII� II\IIp IyII �" -zr." RECORD J. /-- _I_SECTION B—R T. I I �< 2. \ ,.; DRAWING 3 zaiFFEEMEa %SECTION A—A u M ��ika�I .n M" // XT' I Illy i VZ4git1/41Alki;;. F :MLA' s �qr all��i((�Il�lsu� ®1+� AlWa1 L I -;4- � lF:-...- ,21T�6 W. 3 �1 '7.4JC^._.. .. oo..w, .w v.,-.o,.. y �I*�Z ELEVATION { o x b R !y DETAIL .4 u.ux..v„ . # ..o w ,.e ox..m. ., �. �,�,,....,x '.§ o 1 FI FVATION DATE , CLEANOUT FRAMETRENCH BACKFILL DESSPEe S NELSON SIDE SEWER / SIDE STORM 6 PUBLIC SIDE SEWER s ROPER AND COVER ele nK 3mxa G1e route S �ces DETAILS Cleawwakre. se.v�s " Se^' ' cHECRco s RoPER ..w.. Eo „,:,:,: Qua.m. oRu.,NONe,Jo PIPELINE - �e " oa r,NC NO.AO ,s,„,o:-w o,........,..... SHEET nnE SANITARY DETAILS SHEET NUMBER C205 • s-�� s•Pus I \ /% I SIDEWALK ADJACENT TO CURS BITSmE Ir vNHIx II PnvFMFNT PTVExENr —s• �K� FLAN. 10 IRON 919 Box 3 11101 q sDEsven BE WATER nnER �� it halu ' DEw uc VALVE BOX TOP IV TT J ` J Zn .s s�f[.E i 1s%zt�sxsa3 a o FAZE NO E 4)F I�� VA PLAN =' TAR (q A �\ mq W w HMSO tuW&.CxFLLt u "I■!�r PROPERTY LINE r j`I F D E PIP6 j i_.! AROJNO TDP SECTIONPI 'Milli 11111 I EAC Bp% OOU�EChE[K L � .� EEID qT Jg01sWGASKEIS ,I,ro.il I UNION H SIDE vALVE ASSEMBLR a3` III �� Q ;ji. �� r 8 MEWLUMRRONINER `� y 6 ASrN 3904 PVC_ PROPERTY LINE AND LOT 'a - R PIER GnIE VPLK m MBERS MARKED M WHITE J. no.me i aEE DEiaa rvp 3osEiSNw PAINT on FACE or CURB (SEE NOTE u BLOCH SIDEWALK WITH PLANTER R c x M.a.B PLAN p WATER METER STRIP AT.CURB ®Nil ,(V' 1 k, _ SDEW '&`IASEf 0 M�BRU UNGEIII III R SHED RD[K B NQE s Y s �G s! .-�I�II IIIl N ;f f S w_ I,' ELEVATION MODERN MVELLE (OR p Q ) M I/ 11 ayi �'V 0 SPECIFICATIONS MVORIM PORT H 2 I/9 PENTAGON OPERATION NUT.WEN LEFT VIM THE FOLLOWING. IFOX C BRONV AC li.N NOTES:BOX MOT m REST ,,T\•\\y` Qi® I CUSTOMER SIDE BROOKS t SERIES OR EGUAI o. WWEOiH=FASSHE,710 T ELEVATION B CARSON PISA OR EQUAL P. SAFETY sLEEVE ent' OPERATING a MP,pEunBwG CAVE t SHOWN[S ONLY A SUGGESTION F iHPYAOEG NOd0.fi3 lNiH N VALVE ON xEg vi Er,LzEYlui O NOTES Pln D/ I uOUBLE CMECK TO BE LorJ.iEn D[RECRY BEHINp VAiER NEiEft. N Tj(W 84 D PNlNA 0 USI 0 INSTALLATION SH ETY cH N ro B EHOV'E 3 HYDRANTS IA Be PAINTED USING 37 SAFETY YELLOW OR AN ALTERNATE APPROVED 3)CENT.VALVE BOX. DENT 1 SU B AND GUARD TO UARD S STAKE iENPDRaRY IZ DIZITT RE MANSH HYDRANT.MOS OF OPER NUT 1 A¢RSi SEpnLATSONKLIxE FOR BRASS,STAIN ESS,OR P ASTIC PLWS TD BE INSTALLED IN TEST NO OOSIRUCIIONS WITHIN 3. RADIUS PLUMB.TD COCKS ff BELDV GROUN➢INSTALLTTNx 8 q VEHICLE DAM G 0 P 0 11M POST i0 BE PRONDEO SQUARE BY A'THICK 2 INSTALLED BY CITY OF 7. VALVE BOX TO BE ACCORDANCE Yd.STANDARD DRAWING NO 503 OR AS APPROVED cI CONCRETE PAO D VALVE 1—2° TIGAft➢ NEER BOX OUTSIDE OF PAYE)AREASA STOP 3 MSTANCE"'BorTO ES�TING:Z'EPAIR AREGTHE M 7"E' E¢ISOERLT'' ITTITA B OC u T BE PLACED Ar H oN LOCATONS AS SHOWN IN CONCRETE PAD DETAIL CONCRETE PAD `TYPE RK"well c Foz irisiAniinimry R ATmNs B nDsniTM sTagd PNASo esnH PERMANErvr nMRANT TOAPTFR(OR EQUIVALENT) m _ TYPICAL GATE o NO. ..,, 3/4' E 1' DOUBLE CHECK /2PORT.'—� ' ASSEMBLY 5 xo. E i o g.;�r w�.w. VALVE m ,m, ..,..x WATER SERVICE 520 w..�.w ASSEMBLY FIRE HYDRANT Q Mxw, wumx P wow. w, samosa F.WINS _ a.�„e w.,m,wr Dry or mosA0 _ so ...... xo T-vx wxww r wwn m>wH, 6 503a 530 542 F �� = e uFINISHEST IRON 9l9 Boxes-�I L"e4.J µ.E"r1 a �E �'; -� c� R ;y vSv.vc FINISHED canDEl (l°eD s)cdI'EiRc�x — JJQ Q MPH•PLULED TRENCH wIDTH niFl \ ////00/\//%:l%///—'_t.'AURA I ST.Er \\\\ MON %—] P 1g"MIN 3 .. 8 5 ; OR CAP / TSEE DETAIL a&' I'ANB TI€HiLW (COMBINRTION NF k VAG.1) \ 8. BEND LUG �Y 1 � TrP GATE vA s9B>�' I svcniPrro R 1♦,�1.�L�S 1♦TS JS' 30¢¢9ryrypgPSi G Y�j� w , i [[Au uBwG 1< Lim M�� \ MR* _ �' =-_ REP THRI i L �� • r 1 •YvorPER�mw �„.A A•�,, � iN.BE RM AR a II , _ LATERAL GROSS T. N 9 S S SL P L COPPER CONCRETE THRUST BI OCK SCHEDULE0ECMI LINIENTIONS SECTION TIE Ri ACT WHEN Ni I x 1 I•90•ELL RECORD REFER DRAWING d.5 0 JY C \G��d J I 3"BRASS NIPPLE ,MAT RECORD DR ARNG A 4. • DRAWING (BEARING R G THRUST BLOCKS N N RECOMNENDATIONB --I .. Sff RISING FAUGEO CROSS BEND SE U°• �� ' APPEp 2• ETAII NeL56&DLK CONCRETE PIER BLOCK DM��'�� ;.BRA54 9b ELL ei a\r.•i ',0,/ T O\\ ;Aril. P rWarTI0 MIP I.x 8"BRASS NIPPLE 102.E 019 trt UOIIiER I"COPPER TUBING areas." rr as.AS ,. THREADED BRASS COPPER TUBING EU,,,i1ERVfI1JJEGALUG I PLACE OF BRASS COUPLING 951-1) PERMANENT re 0PrearT:M•a"V•c•c1=E so �I� OFF CORD 90'ELL A . 349 IDA 091 a BI_Ial�11i BEO PAVEMENT k'"C IB x Iz .D.CONCRETE PID mKx.xl:,a nv,sewoumc RETAIN.GLANDS CORPORATION STOP ABO.SEARING AREAS ON TESTOO EAR (2 REQUIRED E Er PLUG WROTE BEARING AREAS OR. ALLOWABLE SOIL BEARING DIFFERENT � E SURRRESSQUAREAND AaARNS l VWA 3 R. Y Z'M ` NJ GATE Box I 0• NOTES, LVE STESSES,USE THE Tomo s (>m �a[I x Owo LAIN NAY Ex Irzrv[m FUTURE RETAINER GLAD HM kp N[N NAX ➢tiCH LINE COMPLETE EA P ill I MIN. I I . I.FOR 19'ANO SMALLER WATER MAINS OtE BLOCKS REWG O WHERE ESPY ..i.1 �i �S' 2 VENT PIPING TO BE GALV. IQ 0�QY A EENN.ETECf¢EU 0.E.9 oF.TO DE UREO AGAINST UNDISTURBED EAR. PLAN3. -•��t-0 M I `, 3.SALON UP�O AIR VALVE txOuw z gro TIVT'Es T A INOA TSNi9 m A.PE.BEAR.. RETAINER OLANINS, RETAINER BASED 6v POPE SIZE AREA REQUIRED. e9 STRADDLE BLOCKS TB \! °.LOCATE AS NEEDED OR REQUIRED n 5.IF NOT axx ON PUNS,LExsAR17c�AREAS AT E As E USED Ai. _ 18 5, n R DEPARTMENT FOR ACCEPTABLE DEVICES.III GATE wTEE(sSPEOAL�)AN wG S.ESSES)TSTATED IN we L ENVSIONS. P. D NLIF LINE BLOM OFFS D , MIN Inw PROVIDED BY DEVELOPER,INSTALLED BY I 9-10-0) B.PROVE THE CITY.C DESIGNED, S NELSON .5 DEARING AREAS ANO DPEGAT BTOCONO DETAILS.011.ON PUBS TAKE D. BLIND ROSSES ENGINEER S ROPER VERTICAL BENDS TEMPORARY nDeRD DEinE.BEARwc AREA a MRusi eLDcxs ARE v1 sWARE , $ROPER SHEET TITLE ow,�oFEET. rMom 3 STANDARD THRUST ow.l,a xw°1,'�°,W q,"pw .�.., o wo rmxF '""°' Y'STANDARD ow.w • 1'COMBINATION ow xn WATER DETAILS STRADDLE BLOCK o�..o1 mV J AIR k VACUUM VALVE 590 SCOOT 0000ER w. BLOCK 560 ,w: °. rs�a 561 DiTy DIMS. �.i mow, BLOWOFF 570a" 590 ^nOV jam♦\ :� Lors -/ ♦\ \ / - -,- I-r- _ ➢ .♦ .,.a i / \ Lail\ LOT 53¢ I I I IF N � $§ Fl ♦ 40 0 .Pr ® O sonic d •- % m aD a Ih LOi 36 l0i 35 1 r '(INSTALL COHB 8 W TIER (��• P LOr 30 LOi 3] I Z PEP SN DWG NO 128 \H II1` f F J O ©40,_ .® _�--_ m drAPER a� ry Mg. SCUM I STA (� tlo flaw LT) u wSW WALNUT STREET ] �' 0 ®nsrw z omT cr a m a o :o N L'—;11 SIDEWALK.INSTALL 14'WOE ACCESS CATE vA.HNOx _ , t [t + BtUrvO AOLOp(BMNP sPLWAIN. 99 y A- gI 1:,, NqM R,VI AC [[ sTA 2+51.85(21.sd A �6 3" y IK. ... p5 AC SAVICUT(TV) a. 1. "._ _ .. R.saa ®nsoot MONONEnr BDx w INTx 0+00 0 V 7 1+ 0+ 0481 � 1 P STO 64tl 8a n0 a ooa ' Y CON['CONSTRUCT NNELLCMAIR RAMP I.• PER STD NO No.128 !, 10 CONCRETE SAO.TO BE CONSTRUCTED BY DEVELOPER PM STD O VO Na 120 m Z - - - --- CURB RETURN DATA g rc R. 1 _ -- Ia1 4n 35 OI PC 0+5 b]1r e'STHV1EW L'E"2 5 'MINT T E1EV 35s] PC O+S400(laa a Li)NORMNLW OR Q o O 1 HIGH C 24913 U Pt5 STA +20 I/1 a 240.1-0 F <r /1 L1 21520 (IJ V w 256 1 — --- 1 - T/V(4O0 LT)WAINNT Si 3 PN FTf 25346 O R 3PO L Y e=901Yo• Q wn 1 PC 8. (24.0.LT)WALNUT ST 3 ?i x 252 O ANOINT ELEV 0+6665 12 I 213. W POINT SA g /2a5644 �. STA 24, !PM E1L .P . F PT 0+5400(140 RT)NORIHNEW OR ] w I.20 I S1] s d I _ m 244p � — o y w I Eg �m 6T�c 00 RECORD s88 w DRAWING 240 In ._ ci ,44444.40 4644,4440,0 ws' L -_ ..I.. __..-_ cm0�xwu 4/7/07 onax.swuiv m. 232 -.__ I _ __ - _ . Ali. I.._. N r. I = 0�0��--jj.. h w _— `_-1I W . 'SW WALNUT a l l..f d _ 1 ( II.a1.HERi CI) -.. OAiE 1- 1•_!D N ] SIGNED 5 NELSON. 224 _.-. _ __ __. _._ T'-4'vt'Rr ENGINEER S ROPER DATUM PREP I SHEET DILE 2'.. 0+00 01-10 0+80 1-420 1+60 2+00 2140 2+80 3+20 3+60 4+00 4+40 4+80 5+20 5460 6+00 6+40 6+80 WALNUT SHEET NUMBER C400 • / I �\�. ``__—� : LOT 25 11 C g . Tf/ Lon T ` ®' :�.'� ore I 'I SCALE.1"=40' Pin LOT 33 \ 1 i LOT 32 I -! 2 E. CURB LOT 31 / • �.. PENOYID i LOT 30 I I I / \ ��'T PEDESTRIAN _ 3 •' ,,.. ❑ ^I ¢6' f`_ j �. � \ "' 3 Lar ze STREET NTF �a 1 e E N S A ; W I ! I 2 1 \ i INSTALL CURB p.WiTFR ' ENSP G --� - _ —.... TAPERLI QWB 0 ArCN TO CURB a , ' �' _ 1 U ± z 'SW WALNUT STREET - STA 0 s3 4(24.03.T) rA o 9051(20.48 LT) ', CO� � N _ . ,., _ ,»eo �-_ ,>��- 1- -- "I°— Q Oa CN TE OOEVAO,TO 8E rR cTEO `a d. S _ N Bff4R'04'E BY DEVELOPER PER BN 4tl N° 20 u ' .-y t._ _.... ,..... .. ©MLWC4R 9 sOEyNx iT TIC INN CNSnXG OIRBDg1t 90FWAix ©3 AC SAvat(VP.) 3 STORM NOTES, QN d o 1 e I,..A4(EATO CAM BASIN III .. - TA 7+S142(22a LT). N F GRATE El,23608 u EXIENO EXN u1ERM.39 TO 1�OSE1 CO-2 LOCATION.0 Q ONTRACTCA TO LTRNY co.GR PIPE LOW PPOI POINT A 9+655 ' 1 s0 aaooaE€110 0(O PS'AL0• g 3 1 PO PONT E U 23318 38 a re X I GRATE 6 23260 Tn s k 2 e 1 _. _ ee _ TEI+n era-a 120L 3.ff N b ElF 23000 PROPOSED CO-2 LOCAnON, _ AD ]2P CON1RACiO1 TO NPofY COYEfl OF PIPE. ,-,S A.N. 0.1 NO STATIONS REPRESENT CANNA or ca d .71 Z FD RECORD = , DRAWING r ®)ES MOON TC ° irciicom 4 _ �wzgr=a'a Puns EXTG Ga. mxmrrvc+wm�nu.cruo.uos .tt :a3O54 wxmm+rs ua x vwa�w.r..�wm N o i m z r._.. ... .II. _ _ h'' ( I I BW WALMIT 9TFi8WT PAOFLE 1 2 u` (SEESEC LEi w SCALE IN W (Po2CI) DATE a TI 0J. I t£AT 1 1 0 50HE0 S NELSON ENGINEER $ROPER CHECKED I S ROPER. 7+60 8 1I 00 8+40 8+80 9+20 9+60 10+00 10+40 10+80 11+20 11+60 121 00 12+40 12+80 13+20 13+60 14+00 WALNUT SHORT NOMTER C401