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HomeMy WebLinkAboutSummit Ridge Subdivisions No. 1 and No. 2 SUMMIT RIDGE - PHASES I, 2 & 3 Uu TAX MAP: 2S1 09DB, 2S1 09DA 0 TAX LOTS: 1000, 1900, 2000, 2200, & 2300 CITY OF TIGARD, OREGON io 6 mm LEGEND / \ � ElOS,VI,;At;LIME n SAS,.SANITARY SEXES ALILL.LE IL pp .1 a R aE �,� ] D� �, � 1II '� °�' \ 9T1E IV ;MSS 1 irr1sT ilk (L'Lf�II �f y��"ts 9 % D __ 1 II is .�, �� I UIh a 1 u=1 � C 7 �' I� Tail q�� A � L h� _ — H.n.me.m. �I`LI- ��1 sw BEEF e R° I� �1 a '�". �iLF 1 , SITE TAX LOTS 1000,7900 2009 2200&2300 i'r • -_ I I II III k_TI IN I a TAX MAPS 281 090e&2s 090A o a o - _; i -Cl X! I ( OF HOARD.WASHINGTON COUNTY.OREGON. I F.v ra 1 ,: 1� ml VICINITY MAP k 1 $1 . � k' I I �I I� 1r 1I. J MOTTO SCALE m )� rcfiN re; ®,,,, o11 m w /� , 391yII4LJ 1p I�_Ji of w it u �� �4 — * (7',)%I-z ;' ,a,�W,x I . NOTE ALL WATER LINE SHEET INDEX ip ..ou vuv -J 1 CONSTRUCTIONTO BE I I ) COVER SHEET INCLUDED IN PHASE I" 2. GENERAL L o ES i IMPROVEM ENTS. ., 3. EROSION CONTROL NOTES & _- 1 4. OVERAL SITE L n J —_ ���II Ill � a —— T2r�7� Ili .i N oLOVERAL4 GRADING PLAN �" o ABBREVIATIONS �� �' � e R a O l _Cpa ao �s�y� �" d , AC Sa A ,.t T RVAI.f / £VICINITY MAP G 3 STREET&STORV PLAN AND PROFILE THE &STORM PLAN a D PROFILE SEVEN,-PIPE acc COMP..cIRVATO r TI' �€ i ?� s OD(STREET Pt STORM PLAN AND PROFILE E- UTE BASE EPn a F,INTERSECTION I Bd..1=a00 ''� STREET &STORn N CONTRACT)acre PR ETY LEE `< E LAN N (NOT ACT) , e BM ENCH OVC EON RGAL CJ4 RC 1 ( C I �/ F STREET h STORM PLAN AND PROFILE cP AST IRO PE 0 iOF TANNING,' .� ` STREETSTORM PLAN AND PROFILE N ; PLAN CONTRACT W 0 JOINT OV I 5 0 STREET&STORM ) STREET& (NO S CL LASS RCP REINFORCED PCLD CONCRETE PIPE � .'-.. . ':-�J —• I '..".. '•. i STORM PLAN AND PROFILE '. L8 ONNLGANEO METAL PIPE ERN -WAY - --- ST2EET& PLAN NO PROFILE LAN&PROFILE . CMII 0 SOVANY UNIT SEWER OF STREET&STORM PLAN AND PROFILE SD STORM GRAN 24 WALL SECTION 1 PLAN&PROFILE • CO LEAN., C.+V ENSIGN SL 1 AS—BUILT 26. STORM G:NE 11 PLAN AND PROLE STATION 01P U PLINLET E T' Nre 2 STORM PROFILE OF E E. TELEPHONE Or SUBDIVISION NOTES: DATE ,2 804 WATER AND N AND PROFILE SSLN, 0. Nu u N TT OWNERF LECTRICAL RIFEST BLOCK s: DETAILS 1A) PLAN i i G n SANITARY SEWER AND TER AND PROFILE SSLN 2&3 V TOP 0 ONE ROB ERT L.AND JU DITH A.KENT SEWER WATERN PROFILE SSLN i oNCAL CURVE TOP OF CRATNf, PROJECT TEAM: SITE AREA: 27.46 ACRES Ex 5TI G 15170S.W. AVE. - FILE SSLN s(z) L., 0 of N CRATE ZONING: R-7 'EVER No WATER LAN AND PROFILE SSLN s S�$1 RAN.INDEX APPLICANT'S REPRESENTATIVE TIGARD,OR 97224 FG ISM GRADE ri crlT TAX MAP: 2SI,190&251 09DA FLE SSLN fH HYDRANT 'P is of PAVEME4i ALPHA ENGINEERING,INC. QW�TLi'R, TAX LOT: 1000,1900,2000,2200, U_ 5 NIT RY SEWER U ATER LAN AND PROFILE SSLN-SSLN 1&9 TYPICAL 9600 SW OAK,SUITE 230 fNic NccE O WALL ROBERT B.CONKLIN;FREDERICK S.HIRSCH; NUMBER OF LOTS: 2300&130 a. SANITARY SE SANITARY SEWER AND WATER'LAN AND ROE SSLN s3 a 0 VCR RASPS CI Fr PEE PORTLAND,OR 97223 ER No TER LA Q PROFILE _ JAN ET H.WILLIS:A.JOHN OCHSNER IV; AVERAGE LOT USE: 12.43243 SF 41 SANITARY - WA PLAN AN PROFILE LE SSLN 15&16 V Jru,cAi Por r OF NrresccroN PH:(503)452-8003 NEW IMPERVIOUS AREA: AC SHIP.1 C RLV AS ANIZ A WATER MARY ETHLL F.BECKOCHSNER WATfEftS; SHEET 2 A L D STEEL RIPE FAX:(503)452-8043 MARY ELLEN BUCK EXISTING IMPERVIOUS AREA: 1.040 AC LIP N LENGTH WATER PM R.E rre O nncuE) CONTACT:MIKE VAN LOO 43B DETAIL L SHEET q - 2635 S.W.MONTGOMERY DR. MN HGi APPLICANT BENCHMARK: N .I EL; JOINT LESS IV APPROXIMATELY PORTLAND,OR 97201 ,. TREEPROTECT. N-Ic r INCLUDED N CONTRACT LESS TIAv VENTURE PROPERTIES GC 022-094 PLAN PI ANTI.PLAN II' CCM N CENTER EAO WAY CREATE RIM 4230 GALEWOOD ST.,SUITE 100 UTILITIES&SERVICES- 1/4 SECTION CORNER 9/10 1 RRE LAKE OSWEGO,OR 97035 - USE"(BOOK 7,PAGE 77 2 x GASLa E SHADE "' " PH:(503)387-7600 WATER: CITY OF TIGARD 3-1/4"ALUMINUM DISK IN CONCRETE PROPOSES SLOPE GRADE STORM: CM ELEVATION=430.22(NGVD 29) ®off L2. WATER QUALITY SWALE-P ATAc PLAN DETAILS/SPEcs NE SEWER: CWS n SIRLEI LIGHT DESIGN OWNER POWER: PORTLAND GENERAL ELECTRIC NN . 55 STREET LIGHT DESIGN&LUMNARE SCHEDULE VENTURE PROPERTIES GAS: NORTHWEST NATURAL e Nil!' STL2 T L cN&w SCHEDULE o ' 4230 GALEWOOD ST.,SUITE 100 FIRE: TUALATIN VALLEY FIRE&RESCUE ',, 1 A LAKE OSWEGO,OR 97035 POLICE: CITY OF TIGARD POLICE DEPT. 'PROJECT awrlo� PH:(503)387-7600 SCHOOL:TIGARD SCHOOL DISTRICT N sa9'=`'' PARKS: CITY OF TIGARD 0,04=-'="Puuozamv77,a-0,sT-ca--suu .7=..'f''ae«.fIw _ ,TYPE MEMO , 7 GENERAL CONDITIONS CONSTRUCTION NOTES: � m l 9. ASPHALT CONCRETE T ODOT S MIX TO MEET THE CRITERIA SET CONTRACTOR SHALL REMOVE OTHER AND DISPOSE OFI TREES,STUMPS,BRUSH, m4 I. TE CITY'S STANDARD SPECIFICATION".LL. FOR TRAFFIC CONTROL IS"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR Y ROOTS,TOPSOIL TIER MATERIAL IN E ROADWAY AND IT MATERIAL FORTH IN ME LATEST Y, SPECIFICATION 00745,AS MODIFIED 6 STREETS AND HIGHWAYS ..DEPARTMENT OF TRANSPORTATION,FHWA,ACCORDANCE EDITION. STRUCTURAL FILL AREAS INCLUDING BUILDING ENVELOPES. MATE I BY WASHINGTON COUNTY, SUBMITTAL TH AL OF ME DESIGN SHALL O'' 2 2 TRAFFIC CONTROL SHALL BE PROVIDED FOR BY HE CONTRACTOR IN ACCORDANCE WITH THE CITY'S STANDARD SPECIFICATION SHALL BE DISPOSED OF IN SUCH A MANNER AS i0 MEET LOCAL REGULATIONS. FOLLOW THE REQUIREMENTS OF THE LATEST COPY OF THE ODOT B„ AND,IN ACCORDANCE WITH A CITY JOB SPECIFIC APPROVED TRAFFIC CONTROL PLAN. A COPY OF THE APPROVED 8 TO VEHICLE AND EMPLOYEE PARKING TO BE ON SITE NO PARKING CONTRACTOR HMAC DESIGN GUIIDELINES y TRAFFIC CONTROL PLAN SHALL BE AVAILABLE AT THE WORK AREA. 0 BE ON PUBLIC RIGHT-OF-WAY 10 ALL MAIN STORM SEWER AND C.B.RUNS SHALL BE THOROUGHLY 5,'' 3 PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC,AT ANY TIME,WITHOUT HAVING FIRST OBTAINED WRITTEN APPROVAL FROM gCCEPF�NCE NORELEO IF PVC,AND EO TAPED FOR110.*1 THE CITY ENGINEER. THE PERMIT HOLDER IS RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS NOTES PER R&O 03 . 26 TO AREA WIDE EMERGENCY SERVICES(TIGARD POLICE DEPT.,TUALATIN FIRE&RESCUE,ETC)AND TO TRI-MET AND PGARD AND DEMOLITION NGTES 11 COMPACTION F 0 m BEAVERTON SCHOOL DISTRICT 1 TRACTOR MUST OBTAIN DEMOLITION PERMIT FROM CITY OF TIGARD BUILDING OR ROADWAY EMBANKMENT AND ROADWAY SUBGRADE SHALL COMPLY yryF 4. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO ME GENERAL MOTORING PUBLIC BY PLACEMENT OF DEPARTMENT PRIOR TO STARTING DEMOLITION WORK. WITH APWA 204.3.09 THE MAXIMUM DRY DENSITY OF COMPACTED MATERIALS WG �, BEFORE INITIATION OF CON SHALL BE DETERMINED BY AAHTO 99 OR 80. E� AN ADVANCE NOTIFICATION SIGN AT EACH END OF THE CONSTRUCTION AREA]2 HOURS(MIN. CONSTRUCTION WORK. 2. REMOVAL OF EXISTING INTERIOR FENCES, NE (AERIAL UNDER- 12. USE 4,000 PSI CONCRETE FOR ALL SIDEWALKS;CURBS AND DRIVEWAYS n. 5. ACCESS TO EXISTING PROPERTIES SHALL BE hAINTAINED AT ALL TIM INCLUDING NORMAL DELIVERY SERNCES AND MAIL IN POLES,MISCELLANEOUS ITEMS NOT SHOWN ARID ME CLEANUP OF pEBRIs PER CITY OF TIGARD ENGINEERING STANDARDS 12` SERVICE AND IF NOT,SHALL BE CAUSE FOR WORK STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABLISHED. I CONSTRUCTION AREAS ARE ALL TO BE INCLUDED IN THE REMOVAL BID ITEM. 6. TRAFFIC CONTROL DEVICES,FLAGPERSONS,ETC.,SHALL BE IN PLACE PRIOR TO INITIATION OF CONSTRUCTION WORK AND SHALL 3. SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCALE RT(�TER SYSi TE.M i 4 BE EFFECTIVELY MAINTAINED. AND COORDINATE THE REMOVAL OF EXISTING UTILITIES OR PROPER P. NO WORK WILL BE PERMITTED DURING THE HOURS OF DARKNESS,NOT BETWEEN9,00 P.M.TO KOO A.M.,MONDAY THROUGH DISPOSAL INDOOR FILLING ACCORDING TO OEO/WASH.CO.SANITARIAN, 1. AN ESTIMATED IT PERCENT OF THE WATER SYSTEM COST MUST BE ON DEPOSIT PRIOR ID BEGINNING CONSTRUCTION ON WATER u FRIDAY,BETWEEN 9:00 PM.TO 8,00 A.M. TURDAY,NOR BETWEEN .0O PA TO 9,00 A.M.,SUNDAY, IF THEY ARE TO REMAIN(SEPTIC TANKS,LINES,ECT). IT SHALL ALSO MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE(12)FEET;PEDESTRIAN TRAVEL SHALL ALSO BE PROVIDED FOR. BE THE RESPONSIBILITY OF ME CgVHACTOR TO CON ACT THE STATE 13.2 AND M RECEIVE A NW(CM)/OF PGARD PUBLIC WORKS,WATER DIVISION)STAMPED APPROVAL ON CONSTRUCTION R J OREGON8. OF WATER MASTER 503-681-7018 TO APPROVE THE FILLING PLAN. 9. RESERVES THE RIGHT TO ADD O OR MODIFY TRAFFIC CONTROL REQUIREMENTS AS MAY BE NECESSARY TO EFFECTIVELY OF ANY SEPTIC TANKS&REMOVAL OF ANY EXISTING WATER WELL. CONTROL ORAFFIC AND TO ASSURE PUBLIC SAFETY. 2. THE CONTRACMR SHALL MAINTAIN GNE SET OF NW STAMPED APPROVED PLANS ON THE CONSTRUCTION SITE AT ALL PIES 10 BEFORE INITIATING ANY TTI THE ME A TE PERMIT FIOLDER SHALL CONT ACT ME MEETNGINSPECTOR(MICHAEL WHITE) GRADING NOTES 3. CURBS MUST BE IN PLACE PRIOR TO INSTALLATION OF WATER MAINS WITHIN NEW SUBDIVISIONS. AT(50363B41 TO ESTABLISH A PLACE m 11 ME PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE GINS INSPECTOR(MICHAEL WHITE)AT(503-639-41 J1)TWENTY-FOUR(24) 1 ME BRUSH AND TREES FROM THE CUT AND FILL AREAS SHALL BE 4. NOPFI mW,WATER DAIS)M.48 HOURS PRIOR i0 COMMENCWG CONSTRUCTION TO SCHEDULE A PRE-C.N5IRUCM.N MEETING. HOURS PRIOR COMMENCING WORK,TWENTY-FOUR(24)HOURS PRIOR TO ANY STAGED INSPECTION.AND AFTER COMPLETING REMOVED FROM TIE SITE OR DISPOSED OF AS DIRECTED BY THE TELEPHONE 503-639-4171. COVERED BY THE PERMI, ENGINEER. THE STRIPPINGS MAY BE SPREAD OUT IN 8"LIFTS TO A MAXIMUM 12. A COPY OF ME PERMIT AND ALL ATTACHMENNTS,AND A COPY OF THE APPROVED CONSTRUCTION PLANS AND ALL AMENDMENTS DEPTH OF 1'OVER HE LOTS,WHEEL ROLLED,GRADED AND SHAPED TO GRAIN 5. ALL WORK SHALL BE IN ACCORDANCE IMM AIM(AMERICAN WATER WORKS ASSOCIAPIAN)STANDARDS. SHALL ALL BE AVAILABLE AT THE WORK AREA. ALL WORK SHALL CONFORM TO THE PERMIT TERMS,CONDITIONS AND PROVISIONS TO STREET OR REAR LOT GRAIN WHERE APPLICABLE ND TO THE CITY APPROVED PERMIT PLANS,AND APPROVED PLAN AMENDMENTS AND TO THE ME CITYS STANDARDS AS REVISED 2. EMBANKMENTS OR STRUCTURAL FILLS FOR ROAD WAY CONSTRUCTION OR FILLS TO BE 6. ALL WORK PALL WE INSPECTED AND APPROVED EY NW WATER DINAA, JULY 15,1998 APENDIX D.PAGE 38 R SPECIFICATIONS AND TO THESE GENERAL CONDITIONS CHANGES TO ANY OF ME AFORESAID CONSTRUCTED FROM EXCAVATED MATERIALS ACCEPTABLE TO THE SOILS ENGINEER AND MUST BE APPROVED BY THE CITY,IN ADVANCE OF WORK PERFORMANCE. SHALL BE BROUGHT TO GRADE IN LIFTS NOT TO EXCEED 8'LOOSE MEASURE.ALL ]. ALL PIPE AND RTTINGS SHALL BE DUCTILE IRON,CEMENT-.ED,,OF NEW MANUFACTURE AND MADE IN ME USA,PIPE SHALL p 13. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS HE RESPONSIBILITY OF THE PERMIT HOLDER. ME WORK AREA AND EMBANKMENTS,FILLS AND BACKFILLS WITHIN 3 FEET OF ESTABLISHED SUBGRADE SHALL BE"MON°JOINT DUCTILE IRON,CLASS 52 ALL FITTINGS SHALL BE MJ(MECHANICAL JOINT)UNLESS OTHERWISE SPECIFIED. OF APPROACH ROADS SHALL BE MAINTAINED IN A CLEAN CONDITION,FREE FROM OBSTRUCTIONS AND HAZARDS A COPY OF ME BE COMPACTED TO 95 PERCENT COMPACTION SHALL BE 90 N MAXIMUM DENSITY BELOW THE 3 FOOT LIMIT, T. ADBED PERMIT HOLDERS CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA. SUBGRADE OR STRUCTURE FOUNDATION ELEVATION SHALL BE 3-INTIALS WITHIN I FT. OCH MAXIMUM AND 8 COVER FOR ALL WATER MAINS IN STREET AND RIGHTS-OF-WAY SHALL BE 36°BACKFILL SHALL BE 3/4'-9"GRAVEL. i4. ME SPREADING OF MUO OR DEBRIS OR STORAGE OF EQUIPMENT OF ANY KIND UPDN ANY PUBLIC ROADWAY IS STRICTLY PROHIBIIEO SHALL BE COMPACTED TO 95 PERCENT OF MAXIMUM DENSITY AND VIOLATION SHALL BE CAUSE FOR IMMEDIATE CANCELLATION OF ME PERMIT THE CITY MAY AT ANY TIME ORDER IMMEDIATE 3, STRUCTURAL FILLS SHALL COMPLY WITH CHAPTER 33,SECTIONS JJ09.4,3J09.B,AND 9. ALL VALVE-OPERATING NUTS SHALL BE WITHIN 36"OF FINISHED GRADE OTHERWISE VALVE OPERATING NUT EXIFNSIONS WILL CLEAN UP AND STOPPAGE OF WORK TO ACCOMPLISH CLEAN UP. 3305 OF THE UNIFORM BUILDING CODE.CONSTRUCTION ON EXISTING SLOPES GREATER BE REQUIRED 15 EFFECTIVE EROSION ONTROL IS REQUIRED,EROSION CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED MEETING THE CEO. THAN&I SHALL BE ACHIEVED BY BENCHING INTO THE EXISTING BANK A MINIMUM OF 0. POURED CONCRETE THRUST BLOCKS OF AT LEAST EIGHT SOVARE FEET OE BEARING SURFACE ARE REOUIRFD AT EACH TEE RREQUIREMENTS. CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO AC EFFECTIVE TEN FEET.IF THE BENCH EXPOSES SAND SOIL AN UNOERDRAIN MUST BE PROVIDED. CROSS AND BEND LOCATIONS(SEE DETAILS FOR MINIMUM BEARING AREAS). E OSION CONTROL E FABRIC,EQUIVALENT TO EXXXON GM 12500, ON BOTTOM OF THE STARTING • BENCH,MEN PLACING A X IN U OF 1%'-0 Oft D FINALLY < +6. PROPCRTY 015'NRBED B CO 5 N ACTIVITY SHAL..3E SEEG F RASS MIX;SHRUBS,FLOWERS'II C AlST, BE COVERING THE DRAIN ROCK WIT O EXCEEEN FILTER.FABRIC,AS INCH EN BENCHES.WILL 11 A 4"X4"X6 0°PAINIEO BLUE SHALL BE INSTALLED IN. EVER C AI.E VICE LOC M £;:S'G S,PA Uc i_N' +. Y AA'L_.,X�S E"C.,_HALL..E KEES'p,.L 4�D RETN. __EJ OR!\PLACt WITH L K "^IC AIJC B_COMPACTED Y NOT TO EXCEED S INCRFS EACH INCH L- k NT.LE BE THEIR UNTIL ME TER MEIER IS INSTALLED.ALL C W ZR SERN'S SHA ATERL. MINIMUM OF 90 PERCENT AAST110 T 180 DENSITY. - SLOPES .cells,X. ANv COMPNC- IPIXI00 COMPRESa DN FITTING AS MANUFACNREU BY WELTER COMPANY IJ. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITH THE WORK SITE AND SHALL BE SO ROUTED SHALL N t AT FINISHED GRADE O ROCK TO SIMILAR MATERIAL EXCEEDING - A 12 INCH DIAMETER SHALLBE ALLOWED U L STRUCTURAL B FILL.MA ry A AXNYOJACENT PRIVATE PROPERTY,PUBLIC PROPERTY AND HE RECEIVING SYSTEM IS NOT ADVERSELY IMPAGIEO, THE CITY MAY12. FIRE HYDRANT ASSEMBLY CONSISTS OF A ANT"F.-4(FIANCE)TEE,6"FLGNMJ GAZE VALVE,fi MOW HOLDING SPOOL AND 3gy11 THE ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL 4. THE GEOTECHNICAL ENGINEER FOR STRUCTURAL FILL SHALL BE NOTIFIED 24 HOURS MODERN DUELLER CE/Jill FIRE HTMRNO q-4OR 6'MJ,5-I/4"MVO,3-PORT(2-2(4 NSi HOSE CONNECTION,I-4 r D ONCE BY HE CONTRACTOR,DF STARING BENCHWORK TO DETERMINE THE r NST PUMPER),I R"PENTAGON OPERATING NUT,WOWING LE.COLOR:YELLOW;APPROVED EQUAL'MUELLER CENTURION 18. OREGON LAVA REQUIRES FOLLOWING THE RULES ADOPTED BY ME OREGON UTILITY NOTIFICATION CENTER. SAID RULES ARE SET FORM NEED FOR THE UNOERDRAIN LAYER AND TO VERIFY EXISTING CONDITIONS. -423,WATERT°.PACER 6)90 CLOW MEDALLION r R 952-001-0010 THROUGH OAR 952-001-0080. COPIES OF THE RULES MAY DE OBTAINED FROM THE CENTER BY CALLING 5. A COMPACTION SHALL MEET ME REQUIREMENTS SET FORM N ME'WA o o c "�' Z 503-2.-198, IF YOU HAVE QUESTIONS ABOUT THE RULES,CONTACT THE CENTER.NOTE:DAMAGE TO UTILITIES SHALL BE CORREMED STANDARD SPECIFICATIONS(1990 WITH AMENDMENTS). 13. EA FE HT9RANT SHALL BE INSTALLED UPON APRE-FORMED NONCRETE BLOCK IMM 1 R CUBIC YAR05 OL CRUSHED R1 a AT ME PERMIT HOLDERS EXPENSE. 2"-J/4"DRAIN ROCK ARPAPLR DILL BE AID BN TOP OF ME DRAIN ROCK TO SEPARATE ME ROCK FROM EARTH COVER. 19. ME CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND HORIZONTAL LOCATION PRIOR TO START SANITARY $ �`j OF WORK(POTHOLE BEFORE DIGGING IF NECESSARY). HOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACILITIES BE SANITARY SEWER SYSTEM 14. ALL SANITARY SENOR ONES IMNIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OF A WATER MAIN SHALL BE ENCASED IN A NECESSARY,IT SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. CHANGES MUST BE APPROVED BY ME CITY IN ADVANCE OF WORK 1. ALL CONSTRUCTION DONE AND METHODS SHALL BE 1 REINFORCED CONCRETE JACKET 6°THICK FOR A DISTANCE OF 10 TOOT ON BOTH SIDE OF ME CROSSING MEREEL CROSSINGS _ PERFORMANCE CONTRACTOR SHALL COORDINATE THE WORN WITH AFFECTED UTILITY AGENCIES. CONFORMANCE MTH E CLEAN WATER SERVICES( ) WASHINGTON ARE NECESSARY,THEY MUST BE MADE AT APPROXIMATELY 90 DEGREES WM AT LEAST 18"OF SEPARATION BELOW ME WATER - - 20 A TEMPORARY HARD-SURFACE PATCH(COLD-MIX AC 0R HOT-MIX BASE PAVING)SHALL BE PLACED ON TRENCHES WITHIN ROADWAYS COUNTY(AGENCY)R&O 03-11 STANDARDS AND SPECIFICA TIDNS, LINE. a T THE ENO OF EACH DAYS WORK. N TRENCH,ON SITE OR OFFSITE SHALL BE LEFT AT ANY TIME IN AN UNSAFE CONDITION. CARD ENGINEERING STANDARDS AND SPECIFICATIONS. S a ME PERMIT HOLDER IS RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE RESULTING FROM ME PROSECUTION OF THE WORK. 15. ALL MAINS MTH A STATIC PRESSURE UP TO MO PST(POUNDS PER SQUARE INCH)SHALL BE TESTED AT 1.PSI FOR 1 HOUR 2. MAIN LINE PIPE SHALL BE 8"PVC AND SERVICE LATERALS SHALL BE 4" NEM A MAXIMUM LOSS OF 5 PSI.WATER MAINS WITH A STATIC PRESSURE GREATER MAN MO PSI SHALL BE PRESSURE TESTED 21 WORK PRONGED FOR UNDER ME PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITIES(ROADS,DITCHES,ETC)AS MAY BE NECESSARY, PVC CONFORMING TO ASTM D-3034.SANITARY SEWER PIPE SHALL BE GREEN AT.LIMES ME STATIC PRESSURE FAR 1 HOUR WM A MAXIMUM LOSS OF 5 P51. A THE..BY THE PERMIT OPINION,TO OVERCOME DETERIORATION OR DAMAGE WHICH OCCURRED IN CONJUNCTION WITH THE'WORK IN COLOR. AUTHORIZED BY ME PERMIT: CORRECTIVE WORK SHALL BE GONE AT THE PERMIT HOLDERS'EXPENSE 3 SERVICE LATERALS SHALL EXTEND A MINIMUM OF 10 FEET FROM THE 16, UPON SATISFACTORY COWL..M TESTING ME NEW MAINS AND CONNECTIONS TO EXISTING MAINS SHALL BE CLEANED AND �\ 22 ONE AS-BUILT XEROX VELLUM ORA WING SHOWING ALL NEW PUBLIC IMPROVEMENTS,INCLUDING ANY REVISION MADE TO THE PR OVED MAIN AND 10 FEET APO THE LOT. THE ENO OF EACH LATERAL HALL BE FLUSHED WITH POTABLE WATER PRIOR TO DISINFECTION.FLUSHING VELOCITIES SHALL BE AT LEAST 25 FEET PER SECOND 4` IA CONSTRUCTION PLANS AND,ALSO,ANY IMPROVEMENTS WHICH MAY IMPACT AN EXISTING PUBLIC SYSTEM OR FACILITY,SHALL BE PROVIDED MARKED WITH A 2'21:PAINTED GREEN EXTENDING FROM THE INVERT TO DISINFECTION SHALL BE IN ACCORDANCE WM APWA STANDARD.51-52 ME STATE HEALTH DIVISION AND CRY .%'' -off,A6 'F To ME CITY BY A REGISTERED CIVIL ENGINEER ALONG WITH AN'ENGINEERS CERTIFICATE OF INSTALLATION COMPLIANCE"AS REVISED WITH OF TWO.FEET ABOVE THE GROUND SURFACE,WITH THE REQJWEMENTS ME CONWNUQUS FEED METHOD OF DISINFECTION SHAD BE USED.DISINFECTING MIXTURE SHALL BE A JULY 15,1998,APPENDIX D PAGE 39.UPON ACCEPTANCE OF AS-BUILTS,A COMPUTER DISK OF AS-BOLTS SHALL ALSO BE SUBMITTED TO THE CI, DEPTH FROM THE TOP OF THE 2"x4"TO THE INVERT WRITTEN THEREON. CHLORINE-WATER SOLUTION HAVING A FREE CHLORINE RESIDUAL OF 40-50 MG.(MILLIGRAMS PER VIER).ME DM... D.Z; p 4. SERVICE U MAXIMUM HGRA BE CONSTRUCTED AT A MINIMUM GRADE DF MIXTURE WILL BE PREPARED BY INJECTING A CALCIUM/50MM HYPOCHLORITE AND WATER SOLUTION INTO ME PIPELINE AT A 2- .6„2 i 23 A SEWER SYSTEM IR-TEST AND(VH.S.)N TEST REPORT ANTI ONE SET OF BLUELINE"S-BUILTS"(OF EITHER OR 80TH THE M 2$WITH A D OF 100N(45). MEASURED RATE VA.FRESH(POTABLE)WATER IS ALLOWED I0 NOW THROUGH ME PIPELINE SO THAT THE CHORINE-WA. V ✓,r/ AND SANITARY SEWER SYSTEMS)IS REQUIRED BY CWS FOR REVIEW ANTI APPROVAL PRIOR TO CONNECTION OF ANY BUILDINGS TDTOR SOLUTION IS OF ME SPECIFIED STRENGTH.TREATED(CHLORINATED)WATER SHALL BE RETAINED IN THE PIPELINE LONG ENOUGH ✓y THE SEWER SYSTEM. 5. ALL MAIN SEWERS SHALL BE BALLED,FLUSHED,THOROUGHLY CLEANED MANDREL. TO DESTROY ALL NONSPORE-FORMING BACTERIA.TYPICAL RETENTION PERIOD IS 24 HOURS AT ME ENO OF THE 24-HOUR = AND AIR-TESTED AFTER THE BACKFILL IS PLACED AND COMPACTED. A V.H.S.T.V. PERIOD,ME PIPELPIE IS TO HAVE A FR. CHLORINE RESIDUAL OF Ai LEAST 10 MG/L AMER...crow CHLORINATION, 24 THE PERMIT.HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECTION REPORTS,ON A WEEKLY BASIS,TO ME CITY'S INSPECTOR. D TAPE H E AND REPORT AND AIR-TEST RESULTS SHALL BE PRONDED TO FLUSH ME WA.FROM MEUNE UNTIL THE WATER THROUGHOUT ME PIPELINE IS EQUAL CHEMICALLY AND MANHOLES ALL BY HYDRO-STATIC OR VACUUM T L 'TESTED. OR BACTERIOLOGICALLY TO PERMANENT SOURCE OF SUPPLY THE CITYS INSPECTORS MAY,AT THEIR OVgCLUAr ,REQUIRE PROVISION OF TESTS AND OR REPORTS FROM HE PERMIT HOLDER ERMIT TO AC PAVING,AND AFTER ONE YEAR, 25 HOLDERS ENGINEER OR CONTRACTOR TO LIDAIE CLAIMS OF MATERIAL OR CONSTRUCTION ADEQUACY/COMPLIANCE.SUCH TESIS/REPORIS DISPOSE OF ME DISINFECTION AIER IN AN APPROVED MANNER DO NOT ALLOW DISINFECTION WATER TO FLOW INTO A 1 SHALL BE PROVIDED AT ME PERMIT HOLDERS EXPENSE. 6. TRENCH BACKFILL IN STREET AREAS SHALL BE MADEWITH 3/4"-M CRUSHED WATEWAY WITHOUT ADEQUATE DILUTION OR OTHER SATISFACTORY MEMOS OF REDUCING CHLORINE RESIDUALS TO A SAFE 26 THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND WAIVER DOCUMENT TO ME CITY FOR EACH ROCK,COMPACTED TO (-91 "'-'TO BE SUBMITTED M LEVEL AS MANDATED BY DEO.AFTER DISPOSAL AND FLUSHING OF THE DISINFECTION SOLUTION,THERE WILL BE ANOTHER CWS AND COPIES ALSO SEN TO .n COF i1GAR0. 24-1.1OUR RETENTION PERIOD PRIOR M BACTERIOLOGICAL TESTING.BACTERIOLOGICAL TESTS DULL BE TAKEN BY TPW OWNERSHIP DISTURBED BY CONSTRUCTION ACTIVITY,AS EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER SATISFACTION. Z ME CONTRACTOR SHALL PROVIDE HE ENGINEER A SET OF PLANS 27 EX TNG MONUMENTS,PROPERTY CORNERS,AND SURVEY MARKERS SHALL BE PROTECTED.REPLACEMENT SHALL BE AT THE PERMIT SHOVING THE AS-BUILT LATERAL LOCATIONS. 17. WA.METERS DULL BE INSTALLED BY TRW UPON INDIVIDUAL REQUEST AND PAYMENT BY TIMERS(OWNERS)ALL WATER HOLDERS EXPENSE. METERS CONNECTED A AN IRRIGATION SYSTEM MUST HAVE ME PROPER OREGON STATE APPROVED BACHELOR,PREVENTION A 8. PLUG CONNECTION TO EXISTING SANITARY UNTIL NEW LINES ARE TESTED DEVICE,MINIMUM OF CODA(DOUBLE CHECK VALVE ASSEMBLY)INSTALLED ON THE PROPERTY SIDE OF ME WATER METER.IN '.. 28 THE ENGINEER SHALL NOTIFY ME WASHINGTON COUNT/SURVEYOR WHEN ME INITIAL AND FINAL LIFT OF ASPHALT HAS BEEN PLACED. AND CONNECTION IS APPROVED BY ME CITY. ADDITION,EVERY METER FOR COMMERCIAL MULTI-FAMILY,INDUSTRIAL,AND INSTITUTIONAL SERVICE,REGARDLESS OF SIZE. 9. CONNECTION PERMITS REQUIRED FROM CITY BUILDING DEPT. SHALL HAVE THE PROPER OREGON STATE APPROVED BAPXB PREVENTION OW QM.MINIMUM OF A DCVO INSTALLED ON ME 29 ME PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR,IN WRITING,THE NAMES AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF PROPERTY SLOE OF ME METER ME BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED AND TESTED BY ME OWNER,NAM TWO(2)PERSONS WHO HAVE AUTHORITY TO RESOLVE PROBLEMS,TAKE CORRECTIVE ACTION,ANTI IN GENERAL,MEL BE RESPONSIBLE IN ME RESULTS FORWARD.TO APW WATER DIVISION,BEFORE WATER SERNCES CAN BEGIN. r I CASE OF ANY EMERGENCY. ME PERMIT HOLDER SHALL NOTIFY THE CITY INSPECTOR,IN WRITING,OF ANY/ALL ASSIGNMENT CHANGES. STREET&STORM DRAIN l^I. 30 THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR PROM THE CITY INSPECTOR,IN WRITING,THE NAME AND 24 HOUR EMERGENCY 1 18. UPON RUCTION CO OF TO WHICH WILL OL ME WATER SYSTEM PIE INSCONPECTIONS, W TE DOSS,PER SHALL ADVISE MWTR THE TOTAL TELEPHONE NUMBER OF A DESIGNATED"COMPETENT PERSON"RESPONSIBLE FOR CONSTRUCTION SAFETY AS PER OR-OSHA,CHAP.43Z,DIV.3 TORT PIPE SHALL B£PVC ASTM D-3034,ASTM CZ6,OR DUCTILE IRON CONSTRUCTION COSTS 10 WHICH DULL IN ADDED 10I FOR MM INSPECTES° WATER LOSS,OVERHEAD,RMAP,IN ION, 0 {[} CONSTRUCTION,SUB-DIVISION P-EXCAVATIONS. THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES. WHIHIFS15 LOOR 1 10C CONDITIONS.) STORM DRAIN LATERAL PIPE SHALL BE SAMPLING,ETC.AND 2R FOR ENGNE£RINC RENEW,INCLUDING"AS-BUILTS"ORAINNCS,UPDATING MASTER MAP,INTERSECTION Z O E LATERALS SHALL BE 4"PVC CONFORMING t0 ASIM 0-30J4. NAPS ETC F-I 31 I IS TOA SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER RIGHT-OF-ENOR AND/OR EATO PTS PRIOR TARTING Y� WORK. ROOF OF RIGHTE FOR THE OR PROPERLY EXECUTED EASEMENTS SHALL BE PROVIDED TO OF CITY E CITY SHALL IN NO WAY BE 2. ALL TRENCH EXCAVATION NDS SHALL CONFORM TO APWA DIVISION 111, ADDTITONAL NOTES CONSTRUED TO BE LIABLE FOR ME PERMIT HOLDERS FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT-OF-ENTRY OR EASEMENTS. SECTION DING D SHALL BE UNCLASSIFIED. 3. MATERIAL SHALL BE CLEAN CRUSHED1. ETS TO BE GONE IN COMPLIANCE WITH CLEAN WATER SERNCES DESIGN AND CONSIRUCTI0,4 STANDARDS,RMO 03-11 AND 32 BEFORE PLACEMENT OF HE FINAL LIFT of ASPHALT,THE PERMIT HOLDER SHALL CLEAN AND HAVE ME CITY COMPLETE APRE-ACCEPTANCE WITH SE TO FINE SIZE OF APPROVED UNIFORMLY OR OCFftOM CURRENT REVISIONS VIDEO INSPECTION OF ALL NEW SEWER LINES THE PERMIT HOLDER SHALL PROVIDE ME CITY ATH 30 DAYS NOTICE OF HE VIDEO INSPECTION. COARSE TO FINE OR AS AP6ROVE0 BY AGENCY Oft CITY 2. SANITARY ANTI SURFACE WATER SERNCES REQUIRED OFF511EJMPROVEMENIS i0 BE CONSIW000S BY TIMERS • ANY DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF FINAL LIFT. (CWS STANDARDS 5.02.2;SEE DETAIL SHEET 13) GENERAL 4. SERVICE LATERALS SHALL EXTEND A MINIMUM OF 10 FEET FROM ME 3. CW5 SHALL NOT ISSUE SITE DEVELOPMENT PERMITS ONTO OFFSITE WORK IS COMPLETED AND ACCEPTED BY CWS Fy° t:°L�uaN['u.NOTES LARKED NAM q ZT INTO LOT THE END OF EACH LATERAL SHALL BE V ALL ROAD WORK TO COMPLY W C OF TIGARD DESIGN AND CONSTRUCTION STANDARDS PAINTED WHITE,EXTENDING FROM THE INVERT TO 4. GRADING AND STREET IMPROVEMENTS INCLUDING APPURTENANCES,WILL BE PERMITTED THROUGH ME GIN ENGINEERING 1. / ITY NIMUFRMO OF TWO FEETABOVE ME GROUND SURFACE,WITH E DEPARTMENT 2. THE LOCATION OF EXISTING UTILITIES SHOWN ON ME PLANS IS APPROXIMATE AND SHOWN FOR INFORMATION PURPOSES ONLY.THE DEPTH E TOP OF THE 2"x4"TO ME INVERT WRITTEN HEREON. CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED PRIOR TO COMMENCING CONSTRUCTION AND SHALL COORDINATE WITH THE 5 COMPACTION SHALL BE PER APWA DIVISION III,SECTION 3033.0, 5. PRIVATE WATERLINES BEYOND METERS ARE TO 8E MIME.TROUGH ME CITY BUMING DEPARTMENT SURVEYOR THE LOCATION,ADJUSTMENT OR REPLACEMENT OF ANY UTILITY OR RELATED STRUCTURE AS MAY BE NECESSARY ADDITIONAL CONTRACTOR TO DETERMINE TYPE OF EQUIPMENT AND METHOD USED UNDERGROUND UTILITIES MAY EXIST.(CWS LINE LOC 503-681-7044) TO ACHIEVE REQUIRED COMPACTION. 3. CONTRACTOR MUST SUBMIT A TRAFFIC CONTROL PLAN TO ME CITY OF RCARD FOR REVIEW AND APPROVAL BEFORE CONSTRUCTION CAN START. 6. TRENCH BACKFILL L.;TSIDE OF PAVED AREAS MAY BE EXCAVATED NIMUM OF ONE SET OF 4 AND AOLNSO MAINTAINNADTCEASUBOI (1)ASETFOR C 31=1IONI AS-BUIL.ON(THE JOB SITE AT ALL D TIMES DURINGNHE PLANS &SPECIFlCATIOTRENOHINS.AL COMPACT TOCONFORMINGT952.AASHTO"CLASS A"P g CI,STANDARDS OF,RATION OF VALVES H'W WATER E AMA I CONSTRUCTION PHASES. 8 Z. MATERIAL IN SOFT SPOTS WITHIN THE ROADWAY SHALL BE REMOVED TO 5. ALL MATERIAL SUPPLIERS)SHALL SUBMIT TO THE ENGINEER PROOF OF MATERIALS TESTED IN ACCORDANCE WITH ME SPECIFICATIONS THE DEPTH REQUIRED TOPROVIDEA FIRM...FIDN AND SHALL BE AND SHALL CERTIFY THAT ALL MATERIAL DELIVERED TO ME JOB SITE MEET OR EXCEED ClTX OF PGA.PGA.SPECIFICATIONS PRIOR TO REPLACED WITH -/2"-0 CRUSH ED ROCK. E ENTIRE SUBGRADE SHALL BE DELIVERY OF MATERIAL TO THE SITE. ANY MATERIAL NOT CERTIFIED BY ME SUPPLIER SHALL BE REMOVED FROM ME JOB SITE AT NO ADDITIONAL OROUHLY COMPACTED TO 95T AASHttI T99. N o COST TO THE OWNER. 8. CONTRACTOR SHALL NOTIFY 6. THE ENGINEER HAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN AND CONSTRUCTION RENEW SERNCES RELATING TO THE COMPLETE AND 24 HOURS PRIOR TO PLACEMENT OF ROCK BASE CONTRACTORS SAFETY PRECAUTIONS OR TO MEANS,METHODS,TECHNIQUES,SEQUENCES,OR PROCEDURES REQUIRED FOR ME MATERIAL AND 24 HOURS PRIOR TO FINAL PAVING FOR AN INSPECTION OF THE ' WORK. FAILURE TO DO SO WILL MAKE ANY SUBGRADE FAILURE AEO OT EMIT ALOE OR CONTRACTOR TO PERFORM HIS/HER WORK. DRAINAGE PROBLEMS THE RESPONSIBILITY OF THE CONTRACTOR. NO 4052-029 ,,,,s^.a.�uo,Eow.-. .O= S "..-aoum.,e sill, EMMENo 1 EROSION CONTROL NOTES: U= E l EROSION CONTROL NOTES PLAN IMPLEMENTATION q A SCHEDULE OF PLANNED EROSION CONTROL AND RE-VEGETATION MEASURES SHALL BE PROVIDED,WHICH SETS FORTH THE We xo i. CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION/SEDIMENTATION CONTROL DURING PROGRESS OF CONSTRUCTION ACTIVITIES,AND MITIGATING EROSION CONTROL MEASURES AN APPROVED EROSION CONTROL OF 41 Y CONSTRUCTION(ANY TIME OF THE YEAR)PER THE"EROSION CONTROL MANUAL RE VEGETATION PLAN SHALL BE IMPLEMENTED AND MAINTAINED AS FOLLOWS ADOPTED DATED DECEMBER 2000,AND CLEAN WATER SERVICES DESIGN EROSION ogl D AND consmucam STANDARDS,RATO OJ 11 CHAPTER 8. i. CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY STRIPPING OR EXCAVATION WORK 2. APPROVAL OE THIS EROSION/SEDIMENTATON CONTROL(ESC)PLAN DOES NOT CONSTITUTE AN 2.THE APPLICANT SHALL IMPLEMENT THE MEASURES AND CONSTRUCT FACILITIES CONTAINED IN THE APPROVED EROSION OVAL OF PERMANENT ROAD OR DRAINAGE DESIGN(E.G.SIZE AND LOCATION OF ROADS, CONTROL PLAN IN A TIMELY MANNER. DURING ACTIVE CONSTRUCTION,THE APPLICANT SHALL INSPECT EROSION CONTROL �Y PIPES, I,EBE CTORS,CHANNELS,RETENTION FACILITIES,UTILITIES,ETC). MEASURES DAILY,AND MAINTAIN,ADJUST,REPAIR OR REPLACE EROSION CONTROL MEASURES TO ENSURE THAT THEY ARE c 3. THE IMPLEMENTATION OF THESE ESC PLANS AND INC CONSTRUCTION,MAINTENANCE, FUNCTIONING PROPERLY. ` TN REPLACEMENT,AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE J ERODED SEDIMENT SHALL BE REMOVED IMMEDIATELY FROM PAVEMENT SURFACES,OFF-SITE AREAS,AND FROM THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED BY THE CITY OF SURFACE WATER MANAGEMENT SYSTEM,INCLUDING STORM DRAIN INLETS,DITCHES AND CULVERTS. 13 TIGARD AND VEGETATION/LANDSCAPING IS ESTABLISHED.THE DEVELOPER SHALL BE RESPONSIBLE 4, WATER CONTAINING SEDIMENT SHALL NOT BE FLUSHED INTO THE SURFACE WATER MANAGEMENT SYSTEM WETLANDS FOR MAINTENANCE AFTER THE PROJECT IS APPROVED UNTIL THE LOTS ARE SOLO. OR STREAMS WITHOUT FIRST PASSING TROUGH AN APPROVED SEDIMENT FILTERING FACILITY OR DEVICE. 4. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED THE APPLICANT SHALL CALL FOR CITY INSPECTION,PRIOR TO THE FOUNDATION INSPECTION FOR ANY Q IN ME FIELD PRIOR TO GEARING OW DURING THE CONSTRUCTION PERIOD,N DISTURBANCE BUILDING,TO CERTIFY THE EROSION CONTROL MEASURES ARE INSTALLED IN ACCORDANCE WITH THE ER CONTROL PLAN. ND THE FLAGGED CLEARING SHALL BE PERMITTED. INC FLAGGING SHALL BE MAINTAINED N J BY THEAPPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 5. THE ESC FACILITES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL SEDIMENT FENCE NOTES CLEARING AND GRADING ACTIVITIES,A.IN SUCH A MANNER AS TO INSURE THAT SEDIMENT THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO ME LENGTH OF THE AND SEDIMENT-LADEN ATER DO NOT LEAVE THE SITE.THIS INCLUDES,BUT IS NOT LIMITED TO WATER 1 BARRIER TO AVOID SHALL USE OF JOINTS. WHEN JOINTS ARE NECESSARY,FILTER GLOM SHALL ENTERING ME DRAINAGE SYSTEM ROADWAY,OR ANY VIOLATION OF APPLICABLE WATER STANDARDS. BE SPLICED TOGETHER ONLY AT A SUPPORT POST,WITH A MINIMUM 6-INCH OVERLAP,AND © 6. THE ESC FACILITIES SHOWN ON MIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED BOTH ENDS SECURELY FASTENED TO ME POST OR OVERLAY 272"POSTS AND ATTACH AS SIZE CONDITIONS. DURING THE CONSTRUCTION PERIOD,THESE ESC FACILITIES SHALL BE SHOWN ON SEDIMENT FENCE DETAIL. UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT-LADEN WATER DO NOT LEAVE THE SITE. 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS WHERE FEASIBLE. Z. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. INTO THE GROUND A MINIMUM OF 24 INCHES.B. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED A.MAINTAINED A MINIMUM OF 3. ME FILTER FABRIC FENCE SHALL HAVE A MINIMUM VERTCLE BURIAL OF 6 INCHES. ALLTi ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. EXCAVATED MATERIAL FROM FILTER FABRIC FENCE INSTALLATION SHALL BE BACKFILLED AND 9. ALL EXPOSED SOILS SHALL BE PROTECTED FROM EROSION. COMPACTED ALONG THE ENDRE DISTURBED AREA. i T NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A STANDARD OR HEAVY DUTY FILTER FABRIC FENCE SHALL HAVE MANUFACTURED STITCHED LOOPS O TRAPPED CATCH BASIN. ALL CATCH BASINS ANO CONVEYANCE LINES SLHAg BE CLEANED PRIOR 4 FOR 2M2"POST INSTALLATION, STITCHED LOOPS SHALL BE INSTALLED ON THE UP HILL SIDE TO PAVING. ME CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN AIER INTO THE OF ME SLOPED AREA. -- DOWNSTREAM SYSTEM. 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE. 11.STABILIZED GRAVEL CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY PROTECTED AND STABILIZED. Li CONSTRUCTION AND MAINTAINED FOR THE DURATION OF ME PROJECT ADDITIONAL MEASURES 6 FILTER FABRIC FENCES SHALL BE INSPECTED BY APPLICANT/CONTRACTOR IMMEDIATELY AFTER MAY REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE OURATON OF EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS ME PROJECT SHALL BE MADE IMMEDIATELY ♦� 12.ALL WATER QUALITY/CM TES B' RO.C.TED FROM EROSION,AND 3 MAINTAINED IN THEIR E.TRE Y SSLRAIENT MILD UP OCCORS THIS INCLUDES BUT IS F --- -NOT LIMITED LIMITED TO THE MATTING OF ALL EXPOSED SOILS,PROTECTIONR OF ALL SLOPES,AND POND MAINTENANCE NOTES J L- 1 ESTABLISHMENT OF VEGETATION PER ME OE C (RUCTION STANDARDS,ETC SEE LANDSCAPE PLAN,Lt. PaI�. '_ 13,STORM DRAIN INLETS BASINS AND AREA DRAMS SHALL BE PROTECTED UNTIL PAVEMENT > sTs 3 SURFACES ARE COMPLETED AND/OR VEGETATION IS RE-ESTABLISHED. j'' 14 AT NO TIME SHALL MEASURABLE SEDIMENT ACCUMULATE UPSTREAM OF THE EROSION MEASURES • H ca lE ro V TIT 9_ AT A CATCH BASIN Oft INLET STRUCTURE \. r��•IT c ' M 15.PAVEMENT SURFACES AND VEGETATION ARE TO BE PLACED AS RAPIDLY AS POSSIBLE w b OI� p 16.SEEDING,MULCHING AIM REVEGETATON SHALL BE PERFORMED NO LATER MAN SEPTEMBER 1 FOR I s'Ianrlw mnax I I v 1 3,,� z EACH PHASE OF CONSTRUCTION. Y4 i).WHEN SEED/PLANTINGS ARE PLACED,THE OWNER/CONTRACTOR WILL MAINTAIN THEM UNTIL THE I. PRONTuMVIEWG PROFILE m F VEGETATION/PLANTINGS ARE WELL ESTABLISHED. "" V5 z w 18.IF THERE IS EXPOSED SOIL OR SOILS NOT FULLY STABILIZED FROM OCTOBER 1 THROUGH APRIL 30, THE NET WEATHER EROSION CONTROL MEASURES WILL BE IN EFFECT.SEE SECTIONS 3.3.7 AND 3.3.8, a'^ EROSION CONTROL MANUAL,FOR REQUIREMENTS. --- 1 THE DEVELOPER SHALLALL ESC MEASURES WHEN THE VEGETATION IS FULLY ESTABLISHED,OR - B ME SOILS ARE COVERED SAND PROTECTED FROM EROSION BY PERMANENT SURFACES. _Fg.c assuans3 is Two??? 20.ALL ESC MEASURES TO BE IN PLACE AS SHOWN ON THE PLANS OR AS DIRECTED BY THE CWS INSPECTOR.PRIOR TO ANY CONSTRUCTION. I rNep B rnal "a I NOFES \ 'OR 21.CWS ESC HOTLINE 503-681-4444,CALL BEFORE STARING ANY WORK.LEAVE YOUR PROJECT NAME, \ _ �c,o q' LOCATION,CONTACT TELEPHONE NUMBER,AND THE INTENDED TIME OF POSSIBLE PRE-CONSTRUCTION \ri: MEETINGS,AND DATE ANTICIPATED FOR START OF WORK. T� 22 IT IS STRONGLY SUGGESTED THAT A PRE CONSTRUCTION MEETING BE HELD PRIOR TO ANY SIZE WORK. ,, // f o J TN N 2J.SIMILAR MIXES DESIRECOMMENDED GN.TO ACHIEVE EROSION CONTROL MAY BE TROL GRASS SEED MIXES ARE AS FOLLOWS FLAN VIEW - ��a �jVJtl�°\N SUBSTITUTED IF APPROVED BY WASHINGTON COUNTY. L w� fOM6 A.DWARF GRASS MIX(LOW HEIGHT,LOW MAINTENANCE): ELKA DWARF PERENNIAL RYEGRASS,80%BY WEIGHT.' CREEPING RED FESCUE,20%BY WEIGHT APPLICATN RATE 100 POUNDS MINIMUM PER ACRE B.STANDARD HEIGHT GRASS MIX ANNUAL RYEGRAS$40%BY WEIGHT, TURF TYPE FESCUE,BO%BY WEIGHT, APPLICATION RATE 100 POUNDS MINIMUM PER ACRE. / r ax 24.WOOD CELLULOSE FIBER SHALL BE APPLIED AT THE RATE OF ONE AND "` ONE HALF(i /2)TONS PER ACRE f TS SPECIFIC MINIMIZE METHODS OF SOIL EROSION AND MEASURABLE EROSIONEOIMENT CONTROL SHALL BE USED DURING CONSTRUCTION TO at 11 illI n 1j loll III rry 1 26.THE LAND AREA TO BE GRUBBED,STRIPPED,USED FOR TEMPORARY PLACEMENT OF SOIL OR TO OTHERWISE EXPOSE SOIL SHALL BE CONFINED TO THE IMMEDIATE CONSTRUCTION SITE ONLYcLLL A AI 2Z.CONSTRUCTON ACTIVITY WILL TAKE PLACE DURING THE DRY SEASON(JUNE OCTOBER);WHENEVER FEASIBLE F /— " "I- a AND THE DURATION OF EXPOSURE OF SOILS SHALL BE KEPT TO A MINIMUM DURING CONSTRUCTION l' O 28.EXPOSED SOILS SHALL BE COVERED BY MULCH SHEEPNG,TEMPORARY SEEDING OR OTHER SUITABLE MATERIAL v� - CATCH BASIN AREA DRAIN FOLLOWING GRADING OR CONSTRUCTION,UNTIL SOILS ARE STABILIZED. DURING THE RAINY SEASON(NOVEMBER Zi9C,iw UUU��/ THROUGH MAY)SOILS SHALL NOT BE EXPOSED FOR MORE THAN Z CALENDER DAYS. ALL DISTURBED LAND AREAS ' arta WHICH WILL REMAIN UNWORKED FOR 21 DAYS OR MORE DURING CONSTRUCTION SHALL BE MULCHED AND SEEDED, PLAN VIEW .4+'4 11< [-! ...RING CONSTRUCT.,RUNOFF FROM THE SITE SHALL BE CONTROLLED,AND INCREASED RUNOFF AND SEDIMENT ET osc..m6.<s l� O �6�Q5jy RESULTING FROM SOIL DISTURBANCE SHALL BE RETAINED ON-SITE. TEMPORARY DIVERSIONS,SEDIMENT BASINS, r\ IOC CHE MECSTABLIZEORGRAVER PAO OHDALL BESHALL THE ONLYPROVIDED W ALLOWABLE NECESSARY ENIRANCE ORHEXT TO IMENT AND ME SITE RUNOFF III—II em„rzx awx.m ux ma sxcH mar rwo owar tea, 1 J 1L 30.A STABILIZED PAD OF GRAVEL SHALL BE CONSTRUCTED AT ALL ENTRANCES AND EXITS TO ME CONSTRUCTION SITE f r un PL/V VIEW u 31 TOPSOIL REMOVAL FOR DEVELOPMENT SHALL BE STOCKPILED AND REUSED ON SITE TO THE DEGREE NECESSARY r Iil O TO RESTORE DISTURBED AREAS TO THEIR ORIGINAL OR ENHANCED CONOIPON,OR TO ASSURE SUFFICIENT STABLE TOPSOIL FOR RE VEGETATION. ADDITIONAL SOIL SHALL BE PROVIDED IF NECESSARY TO SUPPORT RE VEGETATION 32.THE REMOVAL OF ALL SEDIMENTS WHICH ARE CARRIED INTO THE STREETS WATER RESOURCES OR ON TO ADJACENT ) V y,. PROPERTY ARE THE RESPONSIBILITY OF THE APPLICANT THE APPLICANT SHALL BE RESPONSIBLE FOR CLEANING UP ll6,9 AND REPAIRING STREETS,CATCH BASINS WATER RESOURCE AREAS AND ADJACENT PROPERTES WHERE SUCH PROPERTIES ,9 NG FT/a'%> i� ' r I \ � ARE AFFECTED BY SEDIMENTS,OR MUD. PROFILE IN NO CASE SHALL SEDIMENTS BE WASHED INTO STORM DRAINS,DITCHES OR `?.. ' COAINAGE WAYS —JIi,. / ° 33.ANY OTHER RELEVANT PROVISIONS OF THE EROSION PREVENTION AND SEDIMENT CONTROL PLANS TECHNICAL GUIDANCE CO. HANDBOOK USED OF PORTLAND BUREAU IR D By THE PLANNING DIRE AND CLEAN WATER SERVICES OF WASHINGTON ROWS: '_1 CNNTY,REUSED FEBRUARY 2000),REQUIRED BY THE PLANNING DIRECTOR. NOTE - - ` DITCo-I INLET Moo!,moatTs ART BE , Ea REV? r""" :xo-sal are o N .6 0 2 5 T.,=En I.0 1 CO o R 1 ou SA a ry CONSTRUCTION ervranrvce o.m o:„EPROTECTIONTYPE 4 — .>r�rro6B D:n,„„rI a,:a„,,,,, sa,. I,,,,2 ,o,, . ::.n<m eee .-se <_qC <-11I �'PROJECTe L —--- _—L_ SW 133RD AVE NOTINCLUDEDN PHASE I u. ----I( )1_)1_ �� 1 son rsreeErTREES REQUIRED Location MATCH BELOW LEFT 2 , w� dA s 32 PAVEMENT aNG v PAWINGc. —a- cn�� os—� A rvG raA K - ws S W. 132ND TERR. iRAcn z NOT NCLU IED QE. re � ` 2�^""" s IN P 9EI 3ix0 z\soEv nL AL crorvs a� b:� _,__..I � r.,, Z oa 33e% 33e1Irii_ I_ 3 [kill 126 70 --I�-�-, } 1 89 I 9' 1 - --- _. —I SECTION K / CURBAno SECTION eunee La r r -lllams FI I jj GUTTER IG _-NI I _ }- TYPICAL 50'STREET SECTION Gry STREET SECTION A-AL — 1 111 1 NOTTOSCA� orroscALE 1� 124 j 71 L� 67 A ]� A 1 a8 .1 Si) NLvO _- ww ww a RA, `3 _i as r;-{ t 1 1 66 sew sE -1 rl a 11 z I'i-'� TRACT III � e�nervr em r t{11�1 I IL J e 2 p I 1 PARK L1 L 7=1 G .0. Ii 123 l liL 1 127 I I--os N5 PA�K G C,L ° _ as ..yr-.r �z m 1i s5.aa sr ['--`l -- AsevEN1 _ __�ii r� e,m -__ 1 w a M a so aU,•N y-°I 122 Lo �4 I >, 1 o I L1 rx1 read% vEL re' N T-I — — I_ Cs v % 3B6$ 336$ / / s r� �.4aa ci z 1126 -- � oe.e 0 7-T\za\ MEWA �p`^<w I'� 11 73 I i;y 5 64 63 11 r a J ROCK AIM PRIVATE STREET SECTION TYPICAL 54'STREET SECTION 1ri 11 y I 1 s =il MATCH ABOVE RIGHT SECTIONLc ' 121 L 1 L �1 _ �,I — 8 1 I or ro SCALE norTOSCALc "" r7l 0 rrencTv .......,. _. _ ._.... I 59V 60 � ER] 1 J w __ - -._ I Ipl e120 IIL /4 n i'a ,S II .TRACT� �? 77:OPEN 1 1 r 1 1�' - C - n 1 r p, __I i1 7sr s,s.1 1 :.I 11 61 t SPACE 101 1 11 to3 1 I 1 TR a> T i"1 11 11 V rC T 1 11 1 _ II 1 104 1 1 ,_ I�--� ry sl— TRACT 10 1 3_��0 1 .peg 1 � arcs sF 1 11 111� ' Jn >a2. 119 .E Ii sss79 Ii 1 i1 �-- Ii �Li I�__J L _�i w NdT INCLUDFD TN PHASE L L 110 €€ BI 113 E� ij 1 s,<,Sr' I`4..e so sr r- tE' x,.g„ -I TE 118CT dul l a� C C- c3 'L L�.�`' I11 m J L I` 1 1 n � I I I- _ 1 78 77 i I 18 Ir- _.._I -.. zyssz Sa 1 100 JI k 102 1 W I 1 105 I I s110 1 k I 113 1 ,r 1 ms 1 76 I11 sa 11 _� —I-I- 0 � r IP I STA zz+ v -- —w .E r -- H,P ��'.I 1 reAcre - L---0SA I I _Ja - o I I+` ' �s� �_ L LI it 58 j 57 11 1 56 a t H -_� saso sr 1 ti [l 9d -- --_� II J 1 6`d�m-'x° iv4. i 1 rzAcTL3�L_ SF a 5 NOT 0 •• J SS rI �. y I 1♦Ol r l'WLlIS 1 D I z - x Y "��L 106-.1,1 1 109 r - iJ5,124, es 1 svo.sr af m g exso n ZELCREST WAY _ . srA-s+Lo ro zrziro 1 [9 I o 11 `'I7 " � 1 96 xi, z I I � s` 1 114 I 117 I I - L J z 1 1 % J x +� iS1 1 7s TRACT E' - .W. ;a o I� .� L L 1 a L 1 1 -- za it -� - x L ' _�m.a ,� (PV7 ��,'' z" g o>x rox rJ _� C y (OTINCL D 1INPHASE I' ' N�o -_ / ��`\ - ti17 9y�I 1 � uuos i -j A I 1 116 II 1 �e:g'� j 114 54 11 1 I s50 1 1 1 I 1 1 .goo or ro SCALE � to S W. OAK VALLEY 11 95 { _ 108 o.9 1 II 11 JP 49,� ,ov x II I I y 1 s �y� 3 _� I� 50 20 11 s s2 I I G, I I 4 1 . _L SW 133RD AVE _ 1 - V. �, • -- a j 1 , srl Ir 97 II 1 4, '3 1 —reroABERATE $ m L n L_ L 1 II .o-II I ' �SHOWNC•. . L z•ASPHALT comm.rmE•C°01E� .1*„..„,,,� - z'asvMnLrccrvcNErErmE'e° rY/ 94 �,. _ ___ -- -I I 'r 1 [1 IS. z"-0 H L I r 48 61 9 I1 - - =—I�L.- —_4'F�-,— 11=�F--r r= Q 43:I 1 I I `s+eo=' JL L � JI 1rEO s 1 1 90 1 89 88 fl7 66 85 64 83 �i ����- EO we495E OF MaxaENAn ` I� 1 LLL -___I L osr L L I L L _1 L JI '� E 3 AC PAVEIIffiVT r tiv 1 1 1 so. `11 I - —- � S.W �R NFIELD DRIVE �� -\ 18 1 1 I'I1 16 i 6 1 r I 5 3 rl I� 1 �>rsew� et.,... �� \ A'AND El'BETWEEN TURAL SECTION Aim' s ss Gry L 1 e " I 1 .. 'G'BETW'EEY STA'.?n90 TO 4.'2U �\, _ a B4 ___ DTI AI NOT TO SCALE � e 14 13 1'I 12 111 1 I I '1 1 1 1 1 m —r - - =i- _- 73 1 1/2 nsannrX cONc EqE,-, +C`O aM. - 1 sn 1 a<d s 0r o9_R a 6 1 ,37N 11 1 ,8 6 1 4 1 1 g l 1 2 1 1 1 H 1 1� I� �I I� 1 /z"ASPHALT cONQncr1 r c ff, �I J L _L L J 1 _J L 1 SF 1 „.,41 25 s1 r II 35 56 IL 37,J 7 1 38 1 39 40 41 11 e°sasE ROcx L �__ L_ L J L J I Ii 1 z'-(s/4"0)tF�a.wo�coin-� _ a�, ..."..-..."1".... .. _� �� -J L L J l=-IJt 11 csze� s.ow s< s �I erns 39ffl sreao�I > (z 0 - \, -- ,\ - * � .S.W GREENFIELD DRIVE ,©. •� �� 7•" +`A 5-T, L .. -- —cc O SUBGRg6E COMPACTED fliNi r0 NOS%�M CT OE 51 T YAE"1' B ®'—®�91 = LI� L II AS—BUILT / L 1 / ere aoALry \�4' ." 'nsil I J el I M� g3zff 1 �'a GSWALE - 1 '., 1 a J DATE 12-14-04 SPACE / TYPICAL SI'R�I;Lc.Pe1( L �� 1 '` 1 I 21�1 I 1 rr7- �' ECRU ON a nc ��v , z 1 e 30 1 33 j POMPON 4ffALT/C" E,r a'�INTffiCNAL SfNPE1�S' e 1 3 1 24 uFrrotm \ 1 e0 sr e5 26 27 26 29 1 a L A � v 20 � ro ®® �I�I ,�3�\ T1. 1 bxeff o,b«s ,ssa.r ssaos c2 BL-L( 1� LIMITS 73 E [7V-40.,E \NOT ro s VAIrlA S \ -� 1 3 ass 11 J / INSTALL WHITE �n CORRIDOR r PROP6SE / - - al_ ati— /� a SPLIT RAIL arc / +.__ --INSTALL "'BELLA .VISTA., A 1 'i WATER..'"UALITY- 1 - -� L `L ----_-____ ACCESS SIGN // // FENCE N (RIVERSIDE) 002-0/13 re OVERALL SITE PLAN TRACT 11 bo 130E , PROJECT s SCALE: 1''=�60' ,.,Y= mremacTlon d AaAva�c a I J 51 APPLE ���jjj 9W 3RD&VE &i �� ____� _ $ y`. N1V :mar '�FIryF I . Fla r - - - r _ 7_ r - -- _ _ I%`° i` lk :8 e: ca� ale « a s0 i n eF, tsocu MA'LCH BELOW I,b:FT ;i a'oou too q GENERAL NOTES zs oovc rP �� PLANT SCHEDULE I ,a4mie- si-- GGG IF CONSTRUG ON WORK COMPROMISES IC 31'R �( lee. TYPE OTY. SZ °PACK.,I SCIENTIFIC NAME COMMON NAME SEWER NRI E ROVED SEWER T eR {Ir I .,a RE P—`,DEC / T���� c E N 1�5 °R�!!�ii ~, \•i� 2:omc MO Y I /0. I I ol . —. o ■ NN �a oous III «. A ,� oo e s. A�sr�.L ,�sp�o�sae�.• .e�.es Ea . eve/rlvple cans�ucT ano e �.1111 �-. 1� PTv F JI L— — lt� 1�I �9� 68 _.. ti �� a -rc, seraInouc FIR Ir- 71 j s cz 000c FIP r,.11- 1 �. 1 's^vc /.. Ta z"�aI As sno Fo.Pu p_n�sy -tea usrc, an _ 1, III 124 `p9 {�-ce-acA�c L I II _J _Ti LT 6 c ,III 01 ao Deus P �iow' IJ __I I s�' I�111P r ITARK j � 68.,0°.� L-_a1'. /J� ' 1�1 123 �� AU"' 1 oil 127 ;W AS—BUILT — 1/16':� _ I 1 65 +r Ph I�[1 J Fae DALE 12-14-0A jIIII2 Iq I2 s I1 r 62 HI t P lit!' I 1i1 I' r' III 73 hi�t(9 64 63sv -- MATCHABOVER1aHP 11�1 zl I� 19°3 relic; II�1�Iv �l 1j� s w '18 MAPLE ..;,.EP -�-___1 (7zz,._. . -- nP __.... , IL__- 74 L����:� 9i .Ydiil■� ERl o IP'101 I' 1 103 ■ r� s 3 120 m _ �� Ir��I o 0 e.FlP I1519 —III 3 T P 1 Ir„i .,._—1 f ) I— �1 � J r— I� 141 59 I 1 60 I I 61 m oPs r 6 11 03p oo 0. IfeLLL 1lsz I 6J0-,'FFill102L ,A 110ill 10 gIrar a �if .I.. [tiIsa :: r i'� — cn 1'Q-,$ai 106 09 i '99 /I� � e rI mo' ' i ��lA s � IJ _,� Od���■ r I � L- smu 1 �° I 11" JCIr= E, RY _iil I■ _ �21 � I x s � wow, I jell et I I ��ill-- (PV7 `e 1 _ g NOT INCLi�U DIN YHASF II, � �" 'NOT IN CLOD DEN YHASE' ;-1.1,,,V — tW°tit— •� _ J _ 1■� L (1 §sl�te��1 ®� II 108 1 N I 1 wab6 II ill' I�� s ! TI I 116 s'92 I I > Yiii1C 90. S.S II �]y� Il ,°s I Ij 49 1 ,, fI s, il r' ' J,fi _ ,L ri tt a AT J, 1 J — llill sFI o�u 661 11 ��au e 1 6411 5� I 94 i`l ,___,A ..I gal i - oil;,, !� IaPat I�� -a�- _� --- �.-� - �� � lw i I III ��i.� �� �p I i I I I 11 I 1 1 I l M Cr)* 48 47 46 45 f d 44 II 43 42 lI I 17 dig, 93 I 1 I u r, LI 11 / s.ns II 91 1 90 -1 89 88 87 86 65 1 4 ©3 ' =1 —m ` s` I'''' sr . uI I I --_--- I- —_ — r. 5S Ea9°5F 6J5°s bi9°4 .v a ' ' _� 5Wo v �. 1 I lop/ bg `\ PEDPATHIAN ( ,�. ) _.-. 8'-Ll :s. 101 �illeS'ST�.-..7. i`r t■t, 00%■ I■ttttt�tl- . Ali 7t ° 1s ,zs aa+1 ..,:. .zFE MO tr -.. --_ -�... c �'.:/ u._ ' 'r`4 �\1h !wI 1a 11 I 1 i i��,I � ,6E11,5,1 s,Es soz3 1 less 1 aP»s. �IyI iL AIL �a�11� t TiZ t PROPOSED /o-� • sows<�I q 6 7 6 S 4 3 2 1 d —41 RE.r n VISTA (R[VERsmE� \ w�+1L _ _l►,� '_ S --1 L J _ J r J L\J I �1t c evl 6 JI 37 j j 38 j tl i �.�t Tim:i. 1� :-73Ga .. '3 ..� '"III Imam 3 3 EI 4 L 1 ` '1P itimpu. t M,'I yb� s s II I 0 a°e°- i' � _ _ 39 4 FIT°Ft ► tl 7 v. - ' - A_ tAi'53fiS St'i'SY� It tttttl ltaa/ttt�'Itdi� Its -- T IACs'r e19 ■E6tj�B w_. t�i� lu:: 34 h �!I �'fila. tee ��. ��_..EIS P 1x--I �� '���' II 1 O /�\\ pF[OEALIIT I lin J 'W OPEN /' /- \ D$WA '' �. � 11 6 I F 1 It1 _ I e SPACE Pry P ffS��D� — rI 'p4 1 1 1� 1 IL �.� -Fl TR'e .7. \ \ � \I -- II 1 211 I I I 1 I I I I I I I I 11 I 11 I I ,I ' IT / 1 1 e 1 25 j,� s26S Ss I se c7r 28 1 29 I 30 1 aP y9P71 a3'/���S' `� :2r s; ;23 a 4 e 31 32 633 cEarrnnrn 7 � =--r-___ I- PAD IANEit FlP j /FlP SPiR ~ R - (� WATER! — — I■ _ ACCESS Pv./ ( chop, Il :3 >e"FP az'nP �� uFlP 1 OVERALL UTILITY PLAN PROJECT ME '' 'SCALE: 1'—60 no :CP easmcnex L —c_— y) h o'W ...MOM ENi INOM z N l SW sxn of _ OFRPRVEMENi(Da)NG EDGE I ' I 4 o L — `1 _ i l_ — L_J. \I y S W RD AVE e I I _ L J�� MATCH BELOW LEFT " GENERAL NOTES. NOTE NO WORK IA r :.I LEGEND N HE Ere TO RESTORE ALL 4WETLANDS Ore DRAINAGE MAYS oscAa nT on C R HALBCXES LON SW 133a E { _ e -o re \ 'NW ' J • 1p�n PROPOSED NUR TOP of ^c 7� ,� X �i : �I m G�P 3 Er 7,TO REMAIN Hasp BUT z mIIRA'E � II F s¢9 h j 88 1 <typ��y(f1 MAX. 1 ��r 1 BM1,, F 3 EN-REES TO PE REMoO 13. 1 s_ J up O L�i NI1d�T O kkk111��� seal _ I SI OUT —NATURAL s PAT ia, �T 1a�1 AS—BUILT LOPaE SLOPE ��� .T T ACTT= �N s . R [ 1 ; HN earl ICy `q�7 '1 II DATE T114-04 PHASEI o tilAxN H �.� 'i r N�.Fry LC� I. 1 ATu�AL aR Sr �126 %I r I ' FNSH canoe •veamlT AREA BOUNDARY Ry 1 �� ��, " .�las ®� cE0IeC14YrwT.ENGINEERING DATE srARW CUT/FILL SLOPE DETe1II, �� lar n�I i.Ilk .3 II 1 o MATCH ABOVE RIGHT - � y :6 1 / sw / II N I MIN II Nob I .1.9 T, ;, ''' 2:. . 1 e'" .,2/AIMS-I 10.7 .11 f l'" 1 $ I iK - EBF o 0 ilikmAir OkliAN:145 I <: -___ g , i L7,,g RAG' PIb i: Or i NL ‘ ----.‘ a � �,�.:. n tri,� 1 19 u ch img fit II � _ N �� 1 P o,E ,I .IIHR ` T•' [, a .: 109� N.rr It 1\I 1117 '6 •1' I W -; L. , �m !1 -J 1 1• 111111 __ __ ,w' ' .1 111 v e 1 , VI Niii„.— lip Y fWl riyL �� � ! J �aiii. : Ilipr, i , e*A— 1 1 54 i.,.. ,1 , N 11 h Al -- �I ,, IIrly � 0 I ' .,,,,��TS ` ,,, �i — 'el.L•_i ii i aq m,11 - s I.I P ( �. kii � M ire, 4,.„,.„„ ,..„..‘... ...,..Rweurf,„...,.... '......„ ,„,,,,„_,,,,,....„ 4 E' 4' • '1 ,',00 4,2: "' iil �°��'°1�61 �. ss �� � , a •� es s� e7 es g �I�a1I v �rlik I ,tee. MI C, b.a"t e�� �i T o5 . mi `asp®' ,$� off' $� �Il�q' i i lAlvki, „. pHELLAOSED ^' ® � , y ;$$ VMS, 1®— nii ��� .: (EL A'mEb �a .rg�' :g.%lill_®�IMI ®�i S, �.®_ 37 II of - u�5 T \ 9 iiip I. ��'�® ��m T�s �esc�_S� ®®��,��%%�®s+ IlL �WITVIIMI ** ._ lb Hti,kgrin-'zr---.:----z:T zz--7- Y ANT ROOTSS AT HE \ : r nx r z s -- N hog % I Ip �� II� PRAC'F3 9 YA�T ~ /• I NOTE WAIT KN P BGRIST WILL DETER N 'P - Y II If• III 1 30 1 31\ L Q2 I II - /- / LOCAT30N OF 2 GN16[C \ _1 ! ,y : Ap 11 spm -F // CFI, LOCATION P HIOSW LE&PLANTING WORK.T �y - ` HONITORI G DURING z CONSTRUCTION WILL HES N�®0�p" 1 ��® �� J °f.> ( /1 xF 1 a:°� E«a \ I!� �T�r'["r P'rT ��1 l I/ POMPPERFAA{{22NED AANNC bIITIGATION MEASURES ��. !`� _ p• �Ir �.1T� r,T L�l -.-_,A ILL (p ED HRIOR TO ACTUAL HIOSWALE IDR-LIA C-- _iq-. -.. — _ _ — _ "�- I — / l O r RIXE ,CONSTRC T10O TREE ;P ) �� — N ��E .,""o OVERALL GRADING PLAN �� , _ w � 60 30 0 RE T WAIT I:o SCALE: 1"=60' c 1 DIAPPOV 00 -- o wLR �E MDT gay. <g / �b� SW 13 AVEN m J4- -/y'�I - 3RD _- 4Ifc 1 e� I � ,E _ sa/' - - F -'— + .'_- ter=.. Wo \ p1 .,oNNsgRu-noN - - . � 0N) mm cE y 1 ' ET OTECT ON --� .-�' ^0 W hvRICA, ., MATCH BELOW LEFT -" gz g" 0 1 0 VFILTEk '�W®7177.4,74"1" • . \ 7:71)s. / � 0.9AG5S � r ICI t:' ' .••.•• ORANGE SGON EEVETAL IJ�6NI���'� limit � �@Y�, F \ ( X \ I 1 -- 1 SHEET t Ai //} -�g� -I..,_, ,r ECTlI.:��gVg� I 'Q i1 L - L ) I I I 4Y` f � I _ 1 E t; i �' -_ I 1 _ i .� epo _ \V\\I GENERAL NOTES Nei r {;�\y,:l �1 L J MAILBOXES ALONE nnr —e LANDSCAPING 1 G G N eQrj E litho Qi.P I G sw,,A D a p ,r .l 6 r 1 L. it lif L �s �' 111 pt., , _ j s1 \(I PV5 \m � . Sit. 114. �I I. r, ,1 z l MATCH ABOVE RIGHT ,1 `j � 1 L: I, _11 8 8 A e _ @1ryj! � 55 I \- °'� Eli 1 ��,VSep� ER F a a / ORNSG6UCn6N I V iil,ggl i q;u .. iiIiiiIi �-{y�I+mY� /g t 1 JJ A C U 1� I Apr ue ii� 1 i+ �i �l! 1a�111 ' � � 1 „ 1 l'ILP :' -- - 1 —— _....,,.-41,:§R ..!: ' \ i i-_,---------..'- F.---1.1,,--- - 1.0.0., ,iii.".- \ y oPEN �p - < �• T 'ill 1 n n, p -. aie tWir=-1,y — ,,,I 4 — lig 'ii. - 0 1 L__ ,.,.. .1, NI, 0,,,,....__11... ..._ _14.., a,` h TRAC'FEO , p , \ I I .r � x.�.1 \ 1'. aa._ Ijrl �tl �, asa L_. J .„0,11[ S2]i , 11 A �N� ; L i I FENa \ \\I ' I E �61Isa 5p1111 ' it ; I �� r.t:11411 _ \11 + I g1�1�R H. , T gsgi gib.' - _ � 711..@ •'�"� _ � +'o ram %NW Y� �? �PVC, �f�" �s< 0' •� m OO, , p.1 oi .Y 1 IH. // I . ���I p` Yi'IfI \\\\ - - I I 1: l i .�' ).` r 11\ \ \ I 1I II-- �, I ��h >�tII �,i ., .I , I JI ,�` I,,%— 1,�� ti �� ay_ � •I r.. i1 '\ i1 �\V1 '1 11lk _ hhh 'L'+.+ �� •a 1• 2>•�o:� 1 •1 1 _, 1 1 ,;�.'h;ll �� �• � _�J ��d.I 1.� �1Lii L2 .. 'm 1 e ` �� _� __._e. \ .11c _ 11 r y' 1 1 p I 1 Ik 1\P\1 1I l 11)11 -\ 1 ;• ems� o .�aac�=s o� = �,® a y ENTRANCE Ab ♦ov ` $' .; \\ , 1-.. r PI \.. , \ `�'.. '. 6 Nsa'.�& 1 ' • -' .� . O StC"'¢ < '" _ �AI1 1r o��� �� v \ � \ a _� �PROPOSED "I VV �� I 1 _ r I_. �"" N� d \ 1 1 1 L _ • BELLA VISTA ,F t - �" � � �` (RIVERSIDE) \ ._ ti, 1; ,. A C a..�,S£ ._. LA.!Air IgueMM I---+ \ '�` �\ ""4 /' i FI_ i ,R r I'-. C : wt, ,. , - '� 1 1, �y ' T III U ®�li tea.,i '' wS�wm"�a�vv�va� a.ua���vw '.mai �'! li �L V�1ANG _..CORRIOG11-7-x I III AiER 41uAL 1 L1® �s . 1� V ` .c,,iS �� a• 'xnoer uMITs 1 I e 4 ;y. eloswnLE 11.11 r, � � � ` � �, - J �FEN.cE_ OPEN -- / - � �1 Q ' ,1 _ V� I � i I` � � TRACES i {I �. 1 I v 1�a R� � �j r EROSION CONTROL PLAN TR A, \ _ CT, w NOGG FAose.a „E.o.�, Boob ati3�,.o ®0 30 0"" 60 ao SCALE: 1"=60' E mem,emx ♦♦ F 1 'II irn_ 1 e BEG N��♦♦WATER QUALI I I i 1 \ 01').''' '' BOULDER 15 a.- . L WALL — --- -' .>� i z� 3 oh 9 . \\ ` _J c _=\ O N` AST c I BOULDER RETAINING - _ 11111.2* m \ 1 WAL- / ELE�r I ?I DEP OF I-LOW= 359.34 �� - 1- 1 • � Ds' CLEV= .+ 1 ����� I I 360.22 �1 BANK TO r2JJ1\ � ♦ ...ELEV=362.00 i i � � 21 pc . .• ��: I �! i �e@ m r _ o TAX SLOPE B \ - 1ATA ..* • ,� <- 3s swALE MI I I • F�S � � � a ,� a �ryTO BE , . �36 . ��OF WALE nz S=O.00SC FT/FT c s FT SWALE SECTION A-A ELE D x 1 RIPBAP PAD DELllf. J 11 NOT TO SCALE _I NOT To SCALE _ 35�09� % ♦ L BOULDER RETAINING -10P OF : 1. 1 �' 5 E o - wALL BANK=362 A \•,\ 1 E/.�i o / SEE DETAILED DEPTH OF FLOW= NW 370 os' PLAN FOR SLOPES' • _ - 0 1 1 A 1o'M1N 1 AND ELANTI GS �® }n• ♦`AMP&362 44, . I A - 'hl'_ ON LAND SC HE 5FLAN \Sly ��'- BANK TO 1111 130 B-AT „ 1 3 ELEV=36200 �257_ J12 - I - -- _J\ r3J'-4 a - ff 2.4"I y25 o -11 40 HI' E EV=� �' �� 2 2 18 1,34644 d _J 5 SWALE� f �-I 4-.-3.5'SWALE / _ LENGTH `�X�2 /1- OF tlE 4E I TREE IE RAC -�. j TO 170.26 FT SWALE SECTION B-B DRIPLINE \. sEE .ETAI NOT TO SCALE h - - -_ SWALE GRADING PLAN BOULDER RE-AINING u013.1NTAL SCALE 1'=z —0' A - ry WALL \ a" 10UT360.6 DEPTH OF FLOW= "VVV IP ,1G( 0.5' �0.22' 6.022` 1.0I MIN 1,360 - — y TOP OF �2.Q \ A au oaF1ICE �no.efi F� BANK TO - IN B- A- i D, II . _I, STORM WATER QUALITY MANHOLE#3 a ELEV=16200 \ 25 23 scnLE 1-IA 25. 2.5'f 1 O 01 'fry''r, 355'SWALE--I --i t J5'SWALE �j��j'V *LENGTHP. OF SWAEE TO 6E 170.25-T SWALE SECTION CC NOT TO SCALE O AS—BUILT DATE 12-14-04 co r q J FROJE CT UM RC. e 0 Imaa SCALE: 1"=20' ,TYPE aramon L— "C"STREET "G"STREET _ SEE SHEET 16 SEE SHEET 19 " MH 90 1RM t , 1V U. m \ ©T 1._ 9D LI ) Pr 11L___� ie es i 13 12 11 10 9 1' li �;gq 6 5 4 3 2 1 �° \ _ �� O 8 I 9D cm +45 -2+95 i;' I-I • LyA` \Jti14� L L-9 E-4B ___. �y L�ZO-`._._ LJ+4J 6 L40'H LL4M- LMN- - IC d5P.D _a 90, U n Sow non pl 1. IE 39&5 ' - OTHERS F- � _' «.1� 0 3 i I.�i�y1- 1 15I5 k 491 J51 ' 6]8 -IE 4440 �.. m _ T' I A _ IlT E 4 E4510 E4 2 50" Css ofie ��- \ �- �•--�T-, �--��1-� z&+ Eg , ( ` "FACT 11[ a �� "_; __- �_ .- =� �� �� _,_, L i ' - 7 II °0 011 .-.i, Doe so oo"A" �'FF2PP� �- - s 90 006 / A �\ fiD 01zc —� C ---� L c=ware=r.�1 __ C_Y/ W�J� MH ,oD,P WATER-QUALITY I" so 4. - x \ YBIOSWALE \C1 m 21 22 23 24 25 26- 27 28 29 30 31 32 L y 1 7 (RIVERSIDE) 'TA, ,�Pr �_ 1r1�c--20 � �'+*� ����_ ��� __� ■___-_ _ . O ��11 �/PROPOSED 1 "= ,r '�^,•STREET-'F" REST___________ _ ___ SEE BEET 18 "A".STREET-PLAN SEE SHEET 19 a .., - o ns-50 0 PVC CLASS 6' 11 480 o ��. --- — - ��y 09 oO F OF e'DIP __. --._ I N SrA I 6 E EJ E ��w u �'F ...__ I r zJ.sO F E!£vr taz p 3mr L�® V III I� so oe ' O "E 0 N. 370 -�1 3e a5�LF OF 12"Pv1� s:.J .�lc / M� p ° - 360 ., - -_ `_-- sD 4z,a5 T - ry eRssl ,4y470 m U ry �'.. �' ��°°®� ®mo o OWL s-e r6'' �' 1 q'�p[�G�� so<D g mmi �I la• 6®0 11 © ,. 0 0���DITCH mLE �j am stml PP or I_ al _Ira-'. 460 2 $L� III ®®®®�© Mgt m +-- a Z+00 3 00 - — _-_ ,1:Pci oonA9 / ' 0450 P a > w D S 11111 .1E l! 1 ��= w w m�� l 11 .r �s� www — --. ' �,�e46 '05 21 o 1 (' —ZEYNTAP G 1 _SCALE -10 - / L V' II ATER QUALITY PRE PLE R m mod° om ___ WELEV -Hss 56 H- as -vER -__--_ __m ../ 6 w5 - _.:I ;�` ___.. _ y----_ 430 a/ \? 01 �I A R O 1.40 R a 150 QC VC - I m 410-- __ _ • 4 /-S -5 r r I// s,mo �-__ 410 55 w w w y -_-- DATE iF9b-04 .i— �;_ AS UILT L. o I VI o z 3 -_ �.. A DCB(PER GT p225) - --- --- -�� ---- - STREET NOTES STORM DRAIN NOTES: IL 20 23 65,16'RT c / nsT L 14ANHOLE PER cws STD 39s93 380-- q .4 -- I- -- --l_ m 0 WIDE P EASEMENT '�/ Dwc o,a. 25 Lr 10 3P 5,13.993131 rl= _ ��= " 0 CONCRETE SIDEWALK PER STD 1 INSTALL 4 PVC STORM SEWER Ce(PER 1CTl g22s) .a -_. DTL.$ 36,8 360.86 C © LT �� --... I � LATERAL PER CM STD.DWG.:JO, STA:23 4.43 / // 'e"r- 2 E�fG-J� IN SLOPE 5 2 A 934�5430 41 VI 370 � / -. j ... - 0 S VEGETATED ER i I INSTAL DITCH INLET WITHOUT SUMP I 525360U 425.51 23 LF NNNV -_- END ROA D 4R'JCT DN AL PER , SEE SHFEie MR �',/ 10 C 9DOS-B-BB^'I J t�I w w i 9 • �� - E (PER DT+4p2 0 a 0404 `V 0 T I IssrALL sooe(PER DrL Nees) 1. - -- J — 3.59 3< 3T 35e 99 0 TA.23 53 20,16 RT. 2f-YR 0 n g312T431 31 380-- HCL 1r+ e m nra LE 36.as z PVC s it ALMS-MT az�.et 98 - O DTL 4F,J0 MEN BOX P STD .. NS ALLED ER DETAIL 2 INSTALL 10"C 9003505-8638�57 9 S INSTALL ON A3FB22 59.50 C) C J N O Eo - 3,44E, 'ERN MI-1 D o16 j STORM MAM1HOI F a auva-ss6 ss E __ _._-__ -, SHALL HAVE STEP so w WALES"350-- -v waer 3.e -. ',- MANHOLE L 546 2>o S 0. o- T�(sjaszs0 __ _ _ __ _ "A"STREET - PROFILE L�I PER DETAIL s1s j ,- o 2 To 17I 18 35]:60 - 20+00 21+00 12 E(N4'.s am ) Rn i �jszez- (� ONTAL'SCALE_ .=4a4F5, am Di Jr1LancAL_AEI A,l 6 ''SCALE: 1 �40 346 w6 is+66 w6 23+00 Y4 AE,1 sssaavJDN EawsEvaT�D PROJECT 9111ARMOE 1 +00 25+00 26+00 4oxam J A ,„,„„„,„,„ „:„,„ s s ,or 05 „„„,,„ _. ‘TYPE max M Rg 1101' "D'STREET "G"STREET 0zi R' 1 SEE SHEET 19 W� ell gr ° 1�I� I ��-©� P I SEE S 1I1HEET 15_ �MSN�9a asa_11 , luy IJ1 Ili- 1 ®;:j i II� 114 N �1 I., 1lI JL w , R 81 � T��s� I, �p`�- �I Ra . I 1 1 SEE 91L UP ITA .per i r� T @e SE£01L THIS T Is,PIeC C-900 E �1 RI��uq'ABMP L-�' l > JL:: d 14uAu�40, 1 ,r IN a a s+o�a ��'x,�. �� so o4ec out=ae. I I�� 9 ereM 1 - ©TVP dl - �! © f a� i 1*— d�4'PVG C B00. h -� _,,,m e i. L J N J L 2 L iO WALL UPNN L I _ 9 T \ • j� n r!ilI��R®�■ -- - ■�tE�lI� .�,..a4 �IyI� -TREET- T - � T ry. �' � � .,.... .ITT �♦ � c � , ��! v -. ni -. ��:.�u f 1T �I _.. I o sac C s+s9 ....s+61,a1.5 s-oo a�7.4Fsys . s«ais ,.128T� .p 2�ls �� yN� r UREETN 6'WIDE PUBLIC NLI IT o /CJ�^1y1 -4550 W 'IE4a.0 --� 11=4as.5 1�49.5 r� 39 —I 'S=4Sa>5 s 4-4514 01.0 It=9eo �i 1=488.5 : I CONCRETE PER KEY MAP l: 11 i I; rE aua121 r L 83 E _ .- MD 9G ObT 0 b4s .9 MH 9D 0 .-. uv p d 9O 05� STRM MN 9 MH 9D 044 4120 93 i 92 88 87 86 85 84 0 srRIIDE VEGETATED PLANTER I 91 1 90 1 891 11 _ , ACCES©LE CURB RAMPS PER "G"STREET ®ciTY DETAIL#12e. "B"STREET-PLAN . SEE SHEET 19 . x p SCALE , 4D ®DTc • h ©DR° RESIDENTIAL $DRIVEWAY PER s D DTL gat DRUM DROP t 1 ¢ e g CLASS R" ` o rc a rn P6.SIA=9685 33 - NAELE eEY- 9 ,112J i _- STORM ., �.. .._ R A2]A � 1248 0 Iry aso �� .,L SPFOFIC WELDED c n:,sV"n. 20o vn 4-.. 1 /Q 5� DRAIN NOTES: pgp _o. rsnl=s+oo ._._ T aoe%5- x.,k 490El ,o PER CWS STD !�'�„$�'r STEEL o '- P,E-s _ 0 MIN INSTALL c STORM SE+rs'vo T� I -- - - , a I- -- 1 k - LATERAL PER CW T DWG 04 M SLODE - L1I w q' '(q5 — INSTALL ( 0.O CO c 11 0 _. - __ _._-_ / i -. a 3A 2A1458.18 R r- e_nx.vT 0100C2,5 AVAILABLE rN Si J— e --__ - .... - N�� $ -_ IEIM 32-80'OUT 45� 10'PVC ax EL BJB _ : ", -r S� 470 E D' C 60 y PLAN 1 INSTALL ( OTL A225) R 4 5 A B+2D 84 14 LT -canrt ranuE .__ cz. ___ yp9S43929 —L ,a 00 ' e 11-m - 1 43di3 OUT 4546M �1 1098 ,� -_/_ _ S E�7 ' 1- wp,msML o P __ * ,,. ' / 8c3,„ 96 p $ __ O C ALL sows GREATER THAN 4 DEEP a iA 0 or, f eve wrvrveeTon - - � �• eI 901 � Ikkk SHALL HAVE _INSTALLED PER DETAIL. E.a = " / OO131 1 5 - 1 ,— 8 p G Uj"`LIII 440 ,z m �, o Sao T�a a Tri D r- ,g�� _ _._ ._I —_430 d�/11 SECTION —s ST �— -�,--- a & --� --- __. 1 .— --- --- AS—BUILT RIM=y32-n MIS 1 a -._,e,na sTzz _ _ _ � c,.. .-.. - I _..._ -420 DALE '--,0 THE Lynch CO INC. IE �770P.0T(43255-I -{ --- n 101 n n�- o E Cs�4az I j L3o3a Pvc d( N is)ARE AST' TUNE AND LANDSCAPE '4':H 4 -LT- - - UNLESS OTRETWISE rvD AREA DRAIN s 4aa zs °I ST' 5+00 4+00 3+00 2+00 1+00 - 0+00 O o -` rIEvnuErvrvcxvz.cwc IATERALS9 ARE IE 10515()428.95 S ERMSE p l D 'PROJECT SMIT ROM 1 "B"STREET - PROFILE ao 3 em SO. 0 4maav .4 DRISONTAL SCALE:, =aD VERTICAL SCALE., -,o SCALE: 1"=40' E axnu ON l !miumi !! I1i1 ! L!t EE SHEETT=won. 1 6!z SEESHEET14 wsrnurso1 -1 r—4-PVC'a 2%MIN& E Ln( cowrEcr eour wau 1 O O O 1- ORAIN TO PEEP HOLE N rH .� I• uvice of a-s9ce so o /I 6+6 8928 R7a i R/ _1 9BO05]G L� N J0 I IE u5 fi I- D OE # s— // i ___ STETNT'BERM MH [....mit impal 90 Use 8 8� ri,'- e / O WIDE L EASEMENT'.;_ NI m+oo © g s 4 ��=.,. :L..�1 os as_m , ,/ ,, 6� O sT WIDEL. 2REVEGETATED PLAN-ER w 9B osec I�}' s-�' \\\\\ 3 STRIP p --- � a+sa__ a `P. 43% g s1� O E ENT Box PER STD 1 \,� alE,.s _ ©' i ezaopr_��,'MH-'90 Dq4 a Ir a-.-\ \1., 7+4e A ..MONUMENT E� \ .p o.oN e a \ \ PI11 0 a IE=44&O \\ \ O FUTURE DRIVEWAY E E#14 .I o \ PRO IDE DROP.,ER STD DiL.y 42 W I (.r] I . cr, \ STALL I J \ \ / BARRICADES yHE O I O \ \ - / 0 STREET E J B L ' K' �I I =- \ \ / FUTURE'S GN PER CITY DETAIL "D"STREET-PLAN-PHASE 2 1,4 S 1 SCALE. =40 OI 6 TTIIN OR CDK CAC FOREIRGPASS TURN p 3f is ARO 0 6. ANNN/REBAR OR p10 W 1 o 4 O HIAVECURD PERNCOUNTY D L m ~~ CS-MO-N E FOR NDRE FRONTAGE. z . 2 0 PAVE TURN-AROUND caYcnc"CO,ON'1"(1h ) _ - _... j — PI,sr s+59 _L 1 - : �t 470 _ PO Ft✓ 436 zs STORM DRAIN NOTES P _.__- - __ _.._ _ K _- -- o o 1 ,471 0 INSTALL MANN°,PER GN 1DD �� rc A'9 Ho s i LOW B}A= s13 ( DWG.m0. .� /3d °a\�e + 100 CO VC 71 STALL 4 PVC STORM DWG. O 1 n LATERAL PER E S-STD 0 VG 70 ' 460 --_ , --__ - SO- ._.-_E --___ - - _._..______ _- ..... ...__.,+,_ MINIMUM SLOPE s D.azoo . o . E ) 1 w INSTALL SDCD(PER DTL pees) 009 Vc_ --„ __ .. _.- 1 a+ 1T 450 .. __ o e __- m- --___. IOM LF OUT 42541 ' _ -__- -_a,2 ___ , .__ __.^ E m p S24905S5 00595 x. G.___.2 h, _._._.._. ___....__- -—_____ _---_. O9 6(PER DTL N ) 1 • „,.F. _ RI.A 8+8776.14 RT 1 __w __._. w / _—_ _ _._.- / IE ¢2S03 OU8.2.88981-29424 89 /]�`'/�I AAO ---� - _ m f - F 5 00678 3 p PO ez _ N E s NE R ' \ ,_ - _- /_ .-. 7OP F PJ �..' PROPERTY DE WATER LOW PNT 2 I. TIGHTTE PLUG HIN FUTURE KNOCKOUT 459 _.. __ _— �.�— /F R yBgk55 .._ __ E MANHOLE ACCORDINGLY I.. M1i , / 6 0 PVC -_P560 .. T __ P d.MN OS3 ...-. NOTE ALL SDCBS GREAER THAN 4 DEEP _ —_y1� 'Li l L E 00050 + ar L ty$- =90801 43915 AL HAVE STEPS INSTALLED PER DETAIL. NR (2 90 C L 0'I� J 5 STA 420 _ —__ .-._ ... - 9az-7z (N)+i255- V] - RIMM .98098 9-- L 5 iA IN(E(Y 97. _ M13 E5 424 9a2srcui(svl)0.1za fp� J __ - RIM—422804 . J q�^ �a IN(_)424sa15-1 DUI(,I)42&BS AS—BUILT �a 914,OUT(E)423.ss AS.D 3Na N E 0-FER 4 NOTE 11+00 10.00 9+00 9+00 7+00 _. 0+00 F NOR zo"D`"STREET gN- PROFILE U \Are 12-oFo4 j 0 e,_ _ , 'PROJECT MAUR:oE 40 a wsass i. z SCALE: 1"4=40' ,TYPE 0266m1006 ? 1. ®��� ammo ' 01 PRN!PI, 1�Et'all II I Gii � ni I �1 it 4/' . FJ' rc KEY MAP lilt 08 ®l. 1 1 50 11, lIMEI-noi N COI 1111.1=11��1'ili. , , „r. 1 II! -,, z ,i p gp!e uL_s> __ �1'k�l I SEE SHEET 1 o� II MO _ I SHEET 13 �II�r/'1 O : \ \ / L /1 r l �, - STREET NOTES: ' / V . 1V ' T v / T / EASEMENT d a \ / 0 6 wIDE PUBLIC UTILITY EASE 0 D•64C �l�� 11 D CONCRETESIDEWALK PER STD PEDES ANY.STET &�I%_ ---J l\ 2 S AR \ 9TRM MH 9 66CO6 P 1 /� I / VEGETATED LAN D Z .060 _ — L 9D 062 1 90 065 \. na I , d O STRIP EASEME SiRM M 2 I 90 6 0 i. 1+ao ` = ° �_ � �••�' ��� ®M. �mEt'"" 'MIA , 1.11�� .A'`� 0 Fret VENAY PER E R DTOL.DALIMAITAAAMM T We TT , -- l 0® TRM MJ +I I ICI - T:l' 1 sALSTREETADEsER1iiIE T2s \ �I 4 CITY T 6,3„141 ':63I V AROUND 1 1 S ti 'I' -' I� , 11 �:P-, _I, 11 1 1 yl O 9/w w/ esAR F IRE RACS 9 1 '� �,,_, - 1 1 L _� _ 1"\ 1\ ,1\� TRUCK TURN-AROUND 0 ' .— -` \ HAVE CURB ER\ t COUNTY DEL CS 30 FOR ENTIRE FRONTAGE\ F '- PAVE F a 1: TURN-AROUND W, c :X ) m "C"STREET-PLAN 5 . - §web STORM DRAIN NOTES - DOwELEV 400 OS STALL MAn F A0, O HOLE PER CWS G 2, a 420 cu 420 D O PVC STORM SEWER �� __ __ L00,0'VC _ ,_._ INMUM SLOPES 00200 INSTALL 4 V • -- a 14 ___- ---- _..- „._ - A FERAL PER CWS STD.DWG 170 J • e _ DV EL-V 39454 9 , A 410 - L soc o_ L • L z_zDes L _OW P6 ve s(PER T q2>s� Hi LE—� — l ow"O T s n s n1�� 410 s s_ RT i 2T 26 s6z 37046 M s.aD vc RIM_ 3® ._.> m 93 _.. e _- ..._. ___.- --___.RV t ELECT4 6 S __.. 21 3ET?a C 9 OJT 6)46 n _ 4 00 SJstl40P 400 \_- .. ..- .._ ..-- _._ K 4e -.400 ❑ c zoCR(PER TL 2 8 14 T 0]6 sa- s___ sao°6 W 390 - __ _._ ._. q,¢eez-��+z T® __ / -...0 --9-4 ?-390 ❑(c v€9__„-v.-_ i - - g'a w d ❑INSTALL SDCs(PER DTL'0226) 1 ' _ �,�M1,,� a ._ _- i 380 - _. _._ __ '._. - _ L -- �I -_- % \zs-z.^- --380 P9 o L3snRaec OU T seeps a2 r !Xi, k tl OPENING. E 3]90 • n _. ,'H4`- --_ 2/n 5 `\ VATE • STORM SIDE 6 14 DRAIN CONNECTION FROM eN ff � (. �, ;es4% • R AL PPE "STAMP' 370 __ __ -I - p„ _ —_ _ WALL ABOVE PIPE TE V) i -\ 7 INSTALL S (ER DTL q ) r• www m moron E=35,3,63 JI9.> R ee E 's 'ha ►.►_� s a 6 I ' LL' t zoAA, SHALL HAVE STEPS INSTALLED PER DETAIL 360 _ _. UNLESS OTHERWISERALs)ARE -- .._ .- 06 _ S ALL P CPC E(INCLUDING LATERALS) ADD �D�z 6ny w_ww f+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 C) N o 06 4.o l7 AS—BUILT V 1 "C"STREET - PROFILE 'PROJECT guyE TOTE ' �„ HORIZONTAL SCALE., =40 s L SCALD.1 = DATE n 8D-04 no a ",„.,„.o„„.,,.„,„s.c,,,, E,E.o„�o,„„, A, Poop am..„�o SCALE: 1"=40' ((LUPE oulemucActl , „1 Fa C1 ii 6 STREET . .P, "B” „ • I � SEE SHEET 14 R oy y POLIO,wauo I rensE I � 4, NLILI OP WALL CURB PEEN ! WEEP �I ®. G STREET -—i.Q,{i C\2 CO , I~ •s'• L PR _ �- l .--1 ~ ra v0 0610 '0 r m KEY MAP 1 a - IS sTRN NHO © + =Y L__-�3N L '!: 1 — n 14 i sD oss II O p. O I� IE 461. IE 80 IE 5.0 EI5.1 I;i t` �MNCEIM,�iris. ,��tiit.PAIMIIIIMil ,= m r STREET NOTES: 4. p O 6( O �11 \ NS'WN�' 41 �4NDE POB ICU_TEA T nt s g N Y ��� .!H 0��, _ I O 5 CO CRFF SIDEWALK PER STD 'IliF I. 17 —— �rP�_@� ©rva �4 _ _ p��.I Men L m2G. _ =4;�— _ •' T 'El E li 0 s WIDE VEGETATED PLANTER o 1 __ _ TV IE ''•c��• O IE�. s IEk 0 ... STRIP. \ V1" © Q s.,, nI., • D CCESBLE GURB R A _ / 9D�' I 0 �� CITY DETAIL 28 AM R z 0 a1 rI O o 1 I ENT P: AL 1 E"STREET-PLAN 1 s 'LIME D z \ / n ti O .-a j O PROVIDE DROP. ePe. � SCALE 1 -40 SEE SHEET 14 - . NsAID gTRE T BARemAD_s PER w yyy���� O CRETE CRCOC FOR 3(1f5r 11 {�LL31 ▪ F5/W W/RE8.4R 0R#10 WIRE m of 1 1 ®F TURN-AROUNDTO 3 ' J CS -31,F COUNTYE CUE.PER OR ENTIRE FRONTAGE 1 PAVE'R" E OUND 1V 3"-TYPEC"AAC PM EEV=47304 AGGREGATE BASE, A. 2 i 3008 V CLASS.6. $00 . \ 9 _. —II _._. .___ _.... .._._. STORM DRAIN NOTES = POINTLOW LE ss `o�j.a o _ — LON J'9 uT S{9 44130 490 NSGAL0La MANHOLE PER cWs STD �J�� o - PA STSJ 0-50 "- -___-"' g -__- P -145 AL'._4 PVC STORM SEWER_ V ELEV=�a 94 V rt S 1 LATERAL PER CWS STD.DWG. _ __-_ 5 00200. ,.. `c - MINIMUM ea F _ m _y ..— —A00 Ac— 480 EI TAL.sore(PER DEL#225) w m C STA:0I 49_07.14 LT 0 I RI >4jG 455.03 - �- —_ __ _.._._ —_. E=9.49-93 OUT 450.43 Ti WI 19 LF 10 PVC 5000E,00353 -- — 470 Tau s0G6(PER D 33. wi \\.` ❑ 12 =AAA-AA 455.02458.0 '601J33 ) 89y E 10'PV OUT45132 — 460 0 I WHERE MANHOLE R NEAR h O A� _ G PLUGFUTURE KNOCKOUT 1 PM w 3 �� _ 0114 58(AS Li 12"F CHANNEL MANHOLE ACCORDINGLY j :1 .a 51 7 F. fig._ NGL -_ • /4 &4 OTE PLL s G ATER.HA DEEP gz_ j HAi 1AVE s Ps rvs ALLED PER DErAL 1 1 op VI VI klA 1 1- AEPPC4P IPSNDIGj n> „�Inh,.,�www , r w 6+00 5+00 4+00 3+00 2+00 1+00 0+00 AS—BUILT "E"STREET - PROFILE DATE 12-01-04 LORMONIAL SCALE.l =40 VERTICAL_CALF,.1 -10 ` / C) [L,,J, r. CT M. 4' 3 SCALE: 1"4=40' e E mremlcmN J E1 "A"STREET SEE SHEET 13 m Ng Y' am tf sI c� zz T -iiip - �+ II/ yo / es W III � ,� I 1 / / / // LLE E' S REST J - a 'If GCS yv 1 �� o _ m gr, - - _ I I n �p e5 o21d, ✓' KEY MAP e, m 1 - - r �.94 Q:; Idl I" ..// / w n s O a, / * ))) I 1 ' It '1, fi ' '�." _ A _erg+ °o Wi..'�.�s�.I/ `;'-p-'� i/ ,V&. III 11 Y ,� i / ' w I i// mrmsz Tvs® -�- ei /---:- '1 I/ STREET NOTES: ���g M.�� _ %III ea ®e+m �sem.�wiwe,�d_ / a 1��� ©sp o zc O 6 vnDE PUBLIC UTILITY EASEMENT i . , �. � 5�GNDRETE SIDEWALK /� � EwALK PER srD. , _ z I P T �� T "7� T / DTL 1zs V"� 1 1 % pp _ 1 i % s s wloE veeE TArED PUNTER I N O TRI/. >'� �I NIII / AcceseLE cuRa RA Ps - �� •` 1° / 1 Y DETAL#128. �mmemi Os,/ :i.4 - SCALE / / T ( �,._ _- CLi'MONUME T BOX D L^ "A"STREET F STREET PLAN-PHASE I ao SEE SHEET 13 1 as' © uIZ RDs 771i TIAL 3 11 1 p o vAr _ n ql az PROVIDE DROP h§Lr ado 4 CQX Y DET RCAOF PM -3860 0F'i a p --961 K-11.10 _ PM STA=zMa v" PVI EIfV .fi626 -- )''§ u AD ass STORM DRAIN NOTESaI oo'vc $ - ASN I $am iL d _ ryT STA z5a INSTALL CURB INLET 225 a__ I-IA 3 93]2 SEE(CO SHEET PER CWS u E FOR DESIGN n I PMemv=dsa k�- e -__- -- -�'D.—1oaD I INFORMATION. X. 3 ca _. -- _ K=1999 lm ALL CURB NLET CATCH BASIN - \ __ _ (00-4 HEN CWS DETAIL / 0-, 1 - zOP.05`V -- _-- SEE SHEET 26 FOR DESIGN 11 ORMADON. --- -- - -- -t ALL WATER QUALITY NH L —L V 2 e - m � PER S STD E \ n DWG 515 YQ. `R __ ..o S INFORMATIONSHEET 26 OR DESIGN f IN A 360 -- _.- — L39% SNOTE HALL HAVE ALL5 GREATER THAN 4 DEEP T g 5pQ}q�7{7 STEPS INSTALLED PER DETAIL W El i AS-BUILT DATE 12-01-04 I O+pp 1200 2+ L 00 1. 3 00 _.. 4 —00 5+00 l "F"STREET - PROFILE _ w 'PROJECT arF� o,,, ew � 40 B :TYPE mrs1Rt® ,r ",.a,a,,,.a.<"a:.�.a" s� �„, ,,_E.,..,., P "ob- "m 1�e 40 z SCALE: 1"=40' vPe mxacx "I"STREET "H"STREET m SEE SHEET 22 SEE SHEET 21 5-- T O 1 1 I� cc �/ �� STREET NOTES: @m . � -I ' r , T T �:.. T , _--_�1, � 5'CONCRETESDEWATYEASEMENT ' 'V6 ^i J L J 1 r 1 1 . --- -.-__ �� Ii.F_ r / / O LK PER STD a NUp ti 1 I N i-1 L,p J Gti. L1 11 1 0/ \\ 1 OIL. 00 W a I--7L� L p ��secn7 .ul 1 d' �. 'i 'T _ 1 3 s w1DE✓EGE.ATED PLANTER N ---- 4 PVC C 700 4+9143.IF Ri. 124 77 OI i Q TRIP. m 4-, T (TO NALL(QBAIN IRM 967 Va h u I( co i --, d'' 1o.as.7d i o' CJ 11 �- 0 cTY DETAL 81 ze v _ - 'E 9 --�a 2 s Ty, T AD riliIIL c"'RA s ER Zq \ {42,4 1 r - L 3 L W 12 J94 I P AET C.L.MONUMENT BOX PER STD �y ii 0" .' ''T I T' STRM MH STRM MH J 1*- - ©TYP 1 L 40 _1 O5 0 L --_ilP� / L _�9E 03) © ®9D 042 - 1 IE 466u� Fj- Y]D. O � - _ 'qp _ L srk- �phD PR 1£ rN j'Kp'S aI®A tL SH-�ET 26{DR SI MIINEI © , WIERESDENTIA_ �x W F. 'L . - *:.t Si. ��JJ" 0 FOR MAN 0.. EWAY ER SiE.DTL.$ 2 Kw -1`c aor 1k?• —1 -- sIa•s —SUMMIT, �PeF'"-I-'_i.m _ 2+as_�s m:+o, DE a ' . A T Al'STh T+R STRIP AND SIDEW K �_ W - .1 ■ -_� - �+ �' - \� 1 \ ®INS I CITYAL RRGADCS PER DETAIL 192 --47�79 -btuq_ s+1s 0 _,) I - 2 -1 - so tor- amcW', II flif6Dc 1ia `\ • 1E P�4� 1 to .Dasc 1 j. ` 10Tm I ,� W TYP D a OTYP 1 co 1 g a l CJ O® CV 1. 11 1� T s lit 1r1 [i 1 � II ,4 ?11 a rc "B"STREET "A"STREET G'STREET-PLAN-PHASE I STORM DRAIN NOTES: SEE SHEET 14 SCALE.1 -nD SEE SHEET 13 i INSTALL MANHOLE PER CWS STD. / ' ' -- DWG.Dt D. 1 GLASS"B 40 -CLA55'B ' LATERAL MINIMA)EA S OPE S D O INSTALL(1,PVC L200 SEWER iQ --_ - 580 ❑ , ( LL _ - -_ - STALL SDCB(PEER DTL d ) z 'a¢ AD 643 'T __ - •- -_ ID JD K. 0 JG_.._ Ir ---_.._- ._._ .__AIL KAV-I86B Sa '1_-_. 1 ... !__--_ - ❑ 4J.5 463950U.462.0 .I T n$m.In AD E 4089e1 46855 R �FQ« f PVf EO 8)9 520 RIM LF 12 PVC�8:09§45 01480 ;� 1- w VD STALL SDCB(PER DTL s) j n p� { -_ __-. l _-._ ---_ - - -_ __- __-___ _._ --_— __ ___.. - - _.. k -- :5+2356 16 LT o 11 c __ 00 ❑IE=4°-�70.495.49 1?W?__ _--_ - 2.2-07-428.49 __Y __ ._...._ - --. -- -_ - 510 5E LE 12 c- s>B132)5 0.0640 j 7 1_ \ I `` _. _... -.-__ __ _.._ fQQ SHALL HAVE STEPS INSTALLED PER DETAL 8o 8 v _.-___ _.__ _-.. Pvl ELE 1 w -—a s - - -. � AO zal 43P �- �� 1���9x _ s 42D RG.-_ MI t oc P ww - ___ "1 __-__D g _._ _...- DU SIZO +W DRIVE PROFIL.1a .-.:. ' ' - +\ i \�_ UMMERVI vE CALF 1 s. ME o LL '110o RP AL' 2+00 ::: PR a w H 1, I � - �_ 1 M E MAPF MI S'SEE LYN B� g W �� ^�� 450 - s s I� ' a �e _._ __�' �.__ -.--III1� r-_-._ .. 9 �/I f�, li.. o - III QWi VI �Q AS-BUILTh , ALL PIPE PVC u,I 0 ,ID. (INCLUDING LATERALS) AS. - DATE 12-01-04 D 4 PVC E NOR G STREEY Q w o •SCALE Ib VERPCAL 6GALE 1 1 'SOD,ECT marmE 7+00 6+00 5+00 4+00 9+00 2+00 1+00 0+00 -1+00 -2+00 m — ara7s ,01.30.-ea3.a.a,aa223STGA, SHEET.E.a,.,..�.a aT4em 2 SCALE: 1"=40' 2 ‘TYPE mxemucmn J E. 1 V r; STREET NOTES: 0N SW 133RD AVE J"STREET SEE SHEET 11 II I L SEE SHEET 23 O DE PUBLIC UTILITY EASEMENT. =Y a.T — .....LP]e `a1.. _ v ...._� . CONCRETE SIDEWALK PER STD 2.2 \ diLIT'EASEMENTS E )-' » Ili IL 1�� STRIP �� -,a ,I 1, ri REFERENCED - -� -_.- Wkl o qg FA SATISFACTION OF _SIBLE CURB RAMPSER o I� �- M �"�1 JUDGEMENT w 1 I I .I 'C' O A R 2 �� o sH noon J1T1 NI „7 OE 4 H L I COUNttC01RCUli (� PEDF{E EIAN ~ O SET DTL C.L. T BOX PER yE 6003201w I 1 ti I CV •• �nns�ta r� © 1 � �� Es!aNu -,m ° 13 z O IE---�vza J..� �� �I ,� v_ —r49 a+ers i � �, � IE=sI••. Brno - O uck `H Q - 0 1 FUTURE T ON T.UCT 8 R /1 Q L 4 ---IE SM.. I p - AL DR VENAY E STD (n _ IE 5 Mao D',L.�{42 PROVIDE DR °i L \\,,_ Nil--l-gm=ila 01m ��P��+t�� ��: ®C�ml_�QE8�e1i®d I- O RELOCATE MAIL BOXES 0 NEW l l.B1PBl��I� � � �xm.�® - W SIDEWALK. r/ �w I w° • x ...� T -. ,,,�. _ O COMMERCIAL t m s IF_. �C�� 1"_fT: -gJ l 5 _ J_s ��i 1— I' INSTALL REINFORCEMENT N DN ER CITY 0 ` lI _ �L W R DEf. h. ' 0 B1RM�A//1',-~' _ ♦\\„`0 HT OT4 / I © 61RM S O INSTALLREINFORCED COMDRIVEWAY PER CI,OF MERICAL z 10 '1-MH 90 0'! ) PUBLIC WATER STOR DRAIN,AND l `L ` OMH 9 1. o ANITARY SEWE UDLtt EASEMENT 20.0 REMOVE EXISTING DRIVEWAY U OX, L 4 >a OVER PRIVATE STREET. '� XI ,]' 9J ' ORCP CURB WITH GUTTER LL SDEWA K BARRICADE PER > 1t I\ �MH 9D.1 DE" ILJ'EXPANSION JCNTS \ O CITYAOF TGARD DETAIL 192 E,, `) E%STING 54.5' &CONSTRUCT FULL DEPTH I L.]INSTALL EMERGENCY ACCESS 1 DRIVEWAY WITH CURB WITH GUTTER PRO GATE PER DETAIL THE SHEET CURB DROP 6CNG CURB TAPER EACH END J • • 12 1Y SW 133RD AVE "G"STREET-PLAN - -- ocxlII umu STORM DRAIN NOTES: ? o o SEE SHEET 11 SCAE ACROSS ARK 3'STEEL neE ) L iE a0sr p 12- ADVERSE / GALV{INGE ALL MANHOLE PER CWS w C/L ESTON - �- P -_ - - _ ( RE 26 2T•) L11E NF&P PAG 2 0 kNOX!D^K uci DP°ID Q NSTALL 4 PER ST02M SEWER 3 y�h ALVANVEO LATERAL P R CWS STD DWG 170 OS'TO 1.31' MINIMUM SLOPES 00200 ® 3<38� H TRAVEL o -- H-(VARIE3)' i L L TALL SDCB(PER DTL Q225) A ANGLE UP'Oft ARM Si 6 9 60 6 Y 2 PCIVY GAUGE 1' 10"C-9 0.S. o 0 0 -�3000 PSI STEEL TUBE '---1 5..5-3Q 5168J J p CONCRETE C 00 5=4BB`Z �I 4 p$ 3% 2% -4, -16 i4(7 1 1 :r,`, s Dv4e CURB•ND I (2)FACING N CP I Y c o nosrE - / Fi, _s ( L#2 ) ` FACESF I,T,0 �-// ° LT '3' GUTTER \ FACE MTN FED L.Li JE _ RIM y&08$iT 50 STREET SECTION A-A PPS // 10.92 LFF1a c 900 OUT JI FT J V' L J INSTALL SDCB PER S 0 4 NOT TO SCALE EME�TGEN�Y/i00` �AIE DE/ O ( N..S 546-,54154 580 c 1ss B ���\ IE ..a,UP OUT-900 51 s0D 5-0•8ZC075 005Ji NOTE ALL SDC GREATER THAN 4'DEEP SHALL HAVE SITES INSTALLED PER DETAIL _. _.___ ____ _. _. P ST -_. . _. __.. ___. __._ __.— ___ 53504 a 570 2C400 VC _.__. __-___ _.. _... ._._ 550 I ooz4a T H CO 520 _ 2 SIDED m 510 .. ____ __-_ __- __— w ww + I ;Fh �_. - _ NOT smrzr aeneeT ve LL m�I:uMuum Rv c CLEAR `/ SPACE-�1 1 REQUIRED .121 1 REQUIRED sat`- 2 REQUIRED sla+`"/ 490 I - _ ALL PIPE PVC PPE(IN,�.WDING LATERALS) „�; ARE `^ w W as}M D-3634 PVC UNLESSOr Erex 0 TEn 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+00 POO 0 "' o N "G"STREET - PROFILE 'PROJECT AS-BUILT N .1� �,PI °, "�„ HORIZONTAL scALE.1 =ao VERTICAL 0AL_CALF. =10 DATE 10/03/05 m S 4 am NO- ...102-023 l c,r2, x222x sxEE,E.,.,a r «ss,°°,.s,m m., SCALE: 1"�40° —TYPE COMINAUCTION ) d �.G..STREET 4 6 SEE SHEET 19 I MANHOLE a"g RIB aal a7 P 6g , r 48 li i 47 46 i45 i 44 43 42 12 E a72B m so do 1 i I RACT 4 m. IE 472.3 OUT - p. U N 0+626 p .00.7 +60.] 1 4± a Y1+-&7 © 4+3 0 ,4+05.56 IjttP 3y98P 3 a {�C 40 J I1�0` _ _ ' I � '�. 1=47<5 1,4725 E-462.0 IE=468 IE-4940- �i- a ^2 PVC IN - ®® ® ' IE 4]4.47 n © �y 4 �SS�W�L�iT � t7 __®/1142.. MFIe®t,<E1�3E�tlYm�l PLAN VIEW 302 MU O J` :}21 LrLD- "J•R VE.• SS - - W 6,00 A "UN.,L.N VIEW i®1� � 1'�se�r �0®® �®s� `LB�e�A TRACT D PIPE SEPARATION DETAIL MH#22 I I � 0 7F977 n7 2+777 5 an 7 977 ©T� _ p so 00SM sD b" 4110 pk 90 002 1t' 40 , I=so°4 i p s]RM MH � STORM DRAIN NOTES: STREET NOTES: ', ' STD. 61 L! sTaM MH eD o01 35 36 37 38 39 4 1 L 0 NSTALL MANHOLE PER CWS STD ' WIDE PUBLIC UTILITY EASEMENT L wc.o c. 1 O CONCRETE SIDEWALK PER LATERAL PER GINS STD.DWG.6 INSTALL 41 PVC STORM SEWER DEL 2 "G"STREET "H"STREET-PLAN-PHASE I MINIMUM SLOPE 200 10DEVEGETATED PLANTER SEE SHEET 19 sIR:P. o CB(PER TTL#225) O CGA ACCEBBLE CURB RAMPS PER ,' .I 0 H 180 6° OETA'L,¢i 28. I E 223-*T N 47620 3 M E E 547377 OUT 4070600 � 3 O ET L BOX PER STD , 0Os98 INSTALL ALL 5SOCB416(16' DEL gzzs) 1 EUTaR q _D N '80 '< sTA:o+snls.1s RT o,.s DE DROP. p NSTA 550 - _ - _ _ WHERE MANHOLE s NEAR UL STREET Bnaa ESCAPES rA S�666 _ _ 32 30 0 LF 10 C yA+33 0 C.TY 11923' 1I 2,! 12.31480. a 93 sza-.-z a nso ) J U 4 " 0.04]3 < E - 5649 THICKCONCRETE/GRASS P'1 L 50 ffJ._._ �� _--- PTIGHT PLUG ROPERTY IN PROVIDE WATER ® , FOR FIRE 9 m T z UIl VC FUTURE KNOCKOUT. - 3 S 540 - /N N/REBAR OR#10 IRE > T 2 o a rc 2 ut KI SHALL TRUCK TURN-AROUND TO _- - -- --------!--- HAVE STEPS INSTALLED PER DETAIL 0SC' 0 VC - ` E CUR4B PER COUNTY DR w rc DEEP O a AGE _ ER TURN-AROUND RI C1x o) 11,��' 530 d 'n " ," AGGREGATE BASE �� ON POP.EEV=48 5 e At m \o,,,,NA~" LON FOINT sta a 925419 MI c 17�AO 1290. osx ©. !KEY MAP ®. um I soo p I ® �// II ,-w I =�' • g II iiiiioniumum! mili No , VI 0 — A_.REBT 9P g 9 l!1_100 �w __ p 2 1 � OPE-mil��® � N A 470STPM — aRo oos `8, N 0 E ST3rS RIMS 0. 5 RI E y4+T �423.10 460 Un]s°0 I 11 _ t IE)4)100 o W , _ AlL PIPE PVC PVC UN C LATE ' 934 _,LESS OIHEi1NSE NOTED 0+00 1+00 2+00 3+00 4+00 5+00 6+00 " 7+00 AS-BUILT "H"STREET - PROFILE DATE_12-g_909 HORITONTAL SCALE.1 =as vERncAL scALE.1 -to O ` N Ld _ r.T shirt'' 40 2 SCALE: 1"4= e40' 2 mrsmxTgx "J"STREET PRIVATE PRIVATE SEE SHEET23 SEE -. SHEET27 TRACT2 SEE SHEET27 TRACT3 U g I® 115a , z © �©% 9 �� } I c0 r sz9 I I Lc) 0 11 jiIIii N I s __ ,ra10 , sr Lso o�CI I LL L L _, .nI ._ ® 1101331A©7.�, .r I: —' 6 4. c�:Yl'- off ° ri �� I 1-50030 �g o z ,�®® ®N�®®�' i' 1�.`+ �:--. _ _ A py���I / Lo W �' . 6+8 (t3]� 5+D t. g 3 98 © +2P]L 26 O I.� ".9ovi, ,- L-2S' r- L-3B-, r-:' -M ,a' _-, L€ze` _ I 'u, rs-area__- v" 11 PIi I I 1E sS30 ,E 5420 ,E s a.s ,E § "02 ,LLSJi5 so 0026"�r°''''D ,E=s4,s1 I© �I v a®_ ; T I 1 10 I ®© I p.TYa 1 1s0 It 1I KEY MAP I 11 p ti I E-,LY, ©I (��1� ti 1 ° EaWg -1s� LJ2. °W -R m SEE STREET _ v-,-� - RE AREA an I I I, ,E osz yy I■ soc anscv srr7 a__ _ m �mi® t 23 I STREET PLAN-PHASE Raw s,�3o u • T h11 ._.... _ 1 - 1 �umm a re m/wr�9rar- — �I L O i LCJ i 90 `" :sL so --- STREET NOTES: • L 2 g .9D 0341- - U LY EF NT 6 wIIDE 90 036C gi °4® pow l890 034 0 CON62E E SIDEWALK F. I p_ L=.lg S r as -k'2 IE 11 5 < h IL__ „,e3-Pz) T.1 '� ' 6°r.r0 -0ai7 40 sTRI E VEGETATEDPLANTER ash +1�0 4 D cc _E a R3 RA P PER 6 � 0 CITY CETA.L B'28. z s O NY G#Iv,0MONDMENT yw.p l...p y "y t'I' DAL PROVIDE DROP DEpoE A42 ,) � 1 < II "G"STREET j r SEE SHEET19 a3 g l$A cI ADD°6 ! -. 580 . d P +2299 J a297 i J 1`.�. - ev,D 64 ___ _.... _._ .._... -_ _..... STORM DRAIN NOTES: o ,3 o p a as _...-I ��_.. _._ _._. ... 1 _.._ 570 INsrALL.nAN.O DEB cv STD aw 5000 VC -. ❑owe.010. m _.. L a Evc SM.SEWER BOB', uTERAL RER cws sro D c 1Eo _._m w m aEMUM SLOPE s O,o200 ,T).5) %qs TE __ , w w INSTALL [ ( OTL Y 25)55 a .� _ aT RI 50323 f a 0 P s m 49@i-T 499.82 `P/✓5 ALc, o r m.. _. -_ o' K- 2. - EL, 0031 6 550 1a 5 25 ..._- 80 'VC NLOW 0AT AS =06,00 �„ ❑STA'.0+9-4 INSTALL SDCB(PP OIL N225) D. 14'TT ��_ 2"/'VT __- 1.1 - 540 t0 C 5_228'35 00226 N E 50,a2 5&.34450J4 9 a°2 r 49.2.2- 9 12 .58 _ G M El 5T-INSTAL a( TL ' =_ -_ _7. n 530 9 ..u-3s GUT 9 48 T ' r 8 019 4 INSTALL SDCD PER DTI. 225 z 2,e02 520 R 6 T. �I \ .. _ ` o PSia-e3 U3553234 °14 i I ddr3-.N ) " [ Po 5`0 E=5.54•69 53168 - - ^ - 26 5 Lr 00 5y.B5B2 H vr�ii ,,� , __ 0 9m7,;iCOO _,__� R THAN 4 PEEP '� SHALL'NAVE STEPS INSTALLED PER JETA L 5 -490 ig- NIN we 0666a PVCU sRERNst 36,A9EAT , ,, AS—BUILT 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 „,n., ---0+00 DATE 12-01-04 ` ' �'' ww HORIZONIA STREET o PROFILES - 6 CDEd •' 1 ET) CNI q J _ WARM.WARM ' am aSCALE: 1".'140' am` wxa1110nnx R1 0 "G"STREET ,)' SEE SHEET 20 1 127 „l.,t - II 11 kt*: 11' 1r' C - a a 19D 039C $x --I °� y F 126 z>n Oso r R s P, o { '� +2s 1 tlizb.z H ,,,hQ�y, CMO 'm"4-h © / Ell I�� .i 00'N 0 �f-).;4:71f-H=74:: fi iiLa�B,L9A®05Ir:� ��r�90�1 „1 0 6+- / KEY MAP® �_— _ w n O DD 6+xs.xa.. ,. _ _, -- -- 0�1 © f` - 5 y ® STREET NOTES 1 m En ® �9&040C- R (QKPER 9D o25L 900 PVC �900 P✓C 1 I68 69 ' aacT ' O 67 1 q 1 oc „,28 "G"STREET "I"STREET T L M uMFN.Box P n < SEE SHEET 20 SEE SHEET 22 0 orL.q1 o.DN - © ONSTRIICT 1P WI AL DRIVEWAY PER STD EOTLSd "J"STREET-PLAN-PHASE I gg65c� SALE. -AO _ O E 9 R AND SIDEWALK nwNN y g11 6 o STRUT e 3 3a@ �3 e3.. R �4 O CITY SENHL 6122 ICAO W MIES 80 _ O /r4 WA RFBAR OR#10 0 0 o g - 344r GAL la0 65 -VARIED O VL CURB PERNCOUNTY OTL I 1 1 STA 4+93.68 -300- FOR FRONTAGE r EG 5 VI ELEV PAVE TURN-AROUNDn m z 1 55=� 0% / PSI REV5b25 K5000�5 ADORE.E BASEON b (lYy ) cL6ss B 4-11 a D z ss Pv 590_ --- _.. PM SLT 2 6r - - -AD Jtt2--_ CDR CURB AND SIDEWALKVI ELE 58b 75 K I=13 95 K STREET T STREET SECTION - ".„ . I STA 239837-4a00 580- __ Z02G0 uc-. __... - __._. -, _ N ...-_ 4`��d N Nor ro SCALE +� L, g,m '- TOWCLC 58 - � , s 0 6L=uaa m m i o w -___ STORM DRAIN NOTES: ( w N s _. ._ -_--. INSTALL ,F PER q ` 580- - g_ DWG.ow- 'caNlEE NEcnoN.KNOCKOUT s /5Av F, _._-__ ._._ FOR FUIU. - --- -- - - - IMI INSTALL C STORM SCI.SR SE ER 0 ! __ LATERAL i 0 SE''''5500285 S 00200 550 o 'El ,___ Lc 1z A n PVG - R OTT gz) , -FGt- - -- 0 INSTALL DOB( 0. __ _._ ...._ Sa44753435 T i �- .53Ys3 N/OUT 531.35 -- 39 L 2 0 OK a 1 ss 540 - - __. _.. ___ (- INSTALL DCB(PER OTT g2 ) 60.^ _._ G. -. "d _.._ __ ___._. S 0+35J440 LT H a ❑5 - XN -_ __-. ww I P_C N FUTURE KNOCKOUT q ( CHANNEL A H E ACCORDINGLY - s a d nyp A ASP(D 3034 PVC UNLESS OTNERwuE NOTED ! , QI v1�I ddd' it00 2,00 3f00 4+00 5*00 6+00 y,hg ___ NOTE: ALL SDCRS GREATER THAN 4'DEEP SHALL HAVE STEPS INSTALLED PER DETAIL. "J"STREET - PROFILE AS-BUILT 0 N o V DATE 12-01-04 PHASE 1.00LY _ 'PROJECT MR IOtEE 40 z N 42WID S CALE: 1"4=40' JYPE alsrtwnox , 0, P:_. rl, r �i, 1 I Ir — ��, ST' ET ,zU II — I e w i r . 1 II, _ _if ,4 , , .._ r.,41 r 1 eerr� Fr- _ E r° 111/0ffilt _vn �e Immo � tio !!1i1!'I !; WALL SECTION 1-PLAN , 11 I. 480 E _ 480 4 +, a a g 4' g 21iI= P 3 H > E 3 � " 0 .4ss INFLUENCE LINE JT _ - as 450 ksTNc _. T w -_ 450 ;, '%� x AOwC i o a o '11 440 -. INFLUENCE LINE - -- - « 440 rYE) , mm ',. INFLUENCE LNe _._ _.. __ _ -ar s_ovs -, c-_- � 430 � � o ;... _._430 11 Ju INFLUENCE LINE � '\ Lo a - --420 INFLUENCE LN no Nc ED— � 1 "D. Z y " 410 - _ - -. (Trr) ..E 0... z Ho 400 - , _ .._ _ -.. _. �, _ _- -.400 I El 4- 390 - -__._ _._.. --.._ -_._ a nF� PEN ELNE AS—BUILT 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 ogre iz-w-04 HORIZONTAL SECTION 1VERSCALPRALE 1 = ° CD o 1zoNT L SCALE i o ,, N CT MOM roof 11 s ao 2%CALE: 1"=40' s E easmuwnx N U 9 TRACT 10 = ^,.. , iiiG u f ■ - O _ y a✓\- I ER IN �■_......_ .a_�AGiiiiAiA'r'iA"+a�iAi�C•�I ��a�DD t J ���' k:� l �® ®® _ �al ,�, D f s x a a iir. Liri +' lik L 11� i � 1. S �..,rink TE T'ACan F�o D w ®� ID -Aim 40, 1,- .I '.- lik‘ S • ' ‘14 M ' mod M�MMrfY9 WALL SECTION 2-PLAN in 510 490 510 500 500 9. 44194 a 490 Va J 40 ligill a 48048p kl m m 4 s 70 \-EX SONG Rc asrD �m a w Po .. .. _ ._. --. w -.. _. �7' - -- GRADING -_ CRAP NS w n w n Opp . _ _ . a '8 ' amc, 460 $ 450 450 o N rLUENCE zNe. -_ -.. -_ - 9' 0 0 o430 430 440 2, LOPE, ��.NEwENCE LN _. _- ELUENCE LNE OW) AO Na MP) 420 f I �Exs -_ - - - r 420 z m0 el - i w GRADING 410 Cfl 400 NEwEN _LINE 390 9. 1/ AS-BUILT 380 .. -. -. _ . _. - _. _.. 380 _kc I24 sin , sa I DIM ELEV 3>BO !N ENCE LN� \ 0 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+ 00 10+00 11+00 w N 4 C�j V N WALL SECTION 2 - PROFILE No RCA aoNTAL sCALE. -40 DEreT.D„L sCA.L.1 -10 o' ''SCALE: 1"=40' E caunucncn 1 9® '' - - I II STORM DRAIN NOTES Oo DWG 010 D 'I ss \\� `\ ® ®®�® ®® �.®�®�® 35 C IN L NH '-- ... _, ===ranf�9,— �91O�. WOSI•����1I3—e�11� 1� 1 =W T-J- ❑MINIMUM SLOPE s=o.020owc ]o _ '"" �r\`,. > +.1y ''.__ .._A° !�.1'J E' s+°° _� s+a° + z+90 s I e I" s.o ®n ❑LccINSTALL z)PER L DETAIL e s -NI ,/ wao .� sD so sr: z RT (7 .. M.4AG 44I34 T ACT B" Y �" .: N. 34 �-� 44a34 �� m +Y" 19 °� L 3a' A os, r,g _ " J E' , r L LIE=45Sb S 00205 2 F. ® S ❑ AL LET z F. WATERQUALITY r�' •• » 1 1 ( -zg Rsa ws zz i `! BIOS WALE RIM-94P-'844]49 r ! 33 c Saar-0-9oa43z * 25 26 27 28 31 32 1 L=r 0 INSTALL CURB NET GATC BASIN 1T 11 1�1 I� 21 �i} 22 23 24 29 30 1 e+ss s oo6ez �r\�- 2� If 155l °50 T Lliwin ,�3 +146 1Bd.&_�LV 4-3Q€ll.- 1,IL�01 Lt9°J LL6-10'F.�--- 'I LI=100=149:�0 , 6Lfi°1—i--1 I,' TYP®1 jdL_O SB I 7,03 -L1f�t45�___ ETA 233.4-tt IN/OOT3]36825 1 5 1 ---J _ 1 - ._ - l o _-_--- r- l 1 14 L 12 C 9005-Ra3C ry /; 'C L STORM 5010 B N SIR 90(9- �T0�` �' -r S O ❑ PER GJRB IN E MO 0AMA ® z ` 9]021G M MH STORM DRAIN EASEMENT TC ST^A AZ) OBOW 0 f DRAIN EASEMENT 3 9 O LT - BS RM MN 90 020 1 STRMoMH 90 018 3259Q OUT'31413 I WATER QUALITY G,OC 28 oLa To c900 yna;e p TRACT 11 STORM LINE 1-PLAN-PHASE I �90 0 INSTALLso WATER QUALIr6I M ANAOLE PER DETAIL 515 j s.,ALE.1 =40 HERE MANHOLE IS NEAR PROPERTY LINE PROVIDE WATER TICI-T PLUG N EUTVRE KNOCKOUT CHANNEL MANHOLE ACCOR3NGLY 1 0 1 460 cuss ......_ 460 .. j d5S'A" "6" CLAss" NOTE n-SLOB ,I DEEP K -T SHALL HAVE STEPS INSTALLED PER DETAIL 450 - l - _ _. ... _ _I _ --EN c F -_ --- - 450 _- _ ABOVEOPPE <e 440 ___- 1,----- 11 -_---I 11-- ---- ABOVE --- -- - IL ._ - '�/ ----440 13 4 e I 430 - __- 1 _ !I �6s 0 5 m 420 -_ .--- _-- ---_ --_ -_. - 1 - - 420 DE 410 IORO E PIPE 410 I- p w RA i ul- A aoo GRADE !� M 400IBA . vm 1 ! e , 'C ®4�99 -_ ..�91 � _._I .._ -_-- _. -_ fir .I 11 380___-_ -y-- -X' -__ ----_- o+ .__- -_-. _ _ __ �._ 380 y � v N I I 370 _.. r P z P4 KEY MAP COO 1 Ha 350 - - a T — _- - 4 - —350 - ILT I AS—BUILT .. ... _..__ - -"__ ..-.__. _---- -.____ _____-_-_. -1 t-ALL PIPE(I DING" -- LATERALS)ARC AsrM 0 3034 PVC -_-_--- DAIS 12-13-04 l 1 LESS OTHERWISE'NO rED 0+00 1+00 2+00 3+00 4+00 5+00 8+00 7+00 8+00. A STORM LINE 1 - PROFILE O A N o q HORIZONTAL SCALE:1'=40' VERPCAL SCALE:1--19' 'PROJECT euwr wE 1® e NO. i N.,o,,,,,,,o„,.„ „„r„,,,,, ,,,E..,�m�a„. „, zoos-e.,� s SCALE: 1"4040' m ATYPE caamwn3x r Ti "B"STREET "I"STREET "I"STREET LI, SEE SHEET 14 SEE SHEET 22 SEE SHEET 22 STORM DRAIN NOTES 0 ou TAL o ANPOL TDOE i 1 I®I �' 1 1 N mL E6 �� - IL. -- Ili rj857 i �61Wzi.L 45 so+ �I i� I64 1 1 NSTALLa•rePvocsroa 0 LaTERaL=E v .o c. 7U•Ft M 1UM SLOPE Sr-�_ ®� p mo T ACT a'mDa s `A '. STObl C LINE INSTALL LrN c.cH s,�'� AC1 �\ I - 1 J szsJs s L I� CEO a Ii-D�vr�6Lcz r� Ji ss. J 0 o3sOs ssa L �� .R T a.a ,ii Bol LL- EIE `�M 81-17 -.®° I►: __ S. '- , I@� mew® S W E u ( s)Ooess err _�L. . i ��,r-- T. �'' ��m •_�® ERR.B( Ns NL LYNCHD cAcHF ± S N BIR aHILL L .� r- 6+z7� 34s i azs d l 0424 v. v. 1 iFzo- - LSTs- O-•T-Id MH '9- a+ r 4s _ ® _55 a prom MH 90 Oh 1' 2 +39 --'64l' ` -_� 3 I _ J ® IP 5303 i'0 �I:'S3b5 Y MH BD 029 516.55 C V�c+4G 1 Rl 51&5 9 B 523.5 9D 033 5'FT a 06 -, 1 asR M 1 KTa rza +s=P a� —iF-p2a STORM Il E 3 11 - 1 +o PVC N s z , 52 53 54 5 IT �� i' 59 60 61 BASIN- Na1 STANDARD CATCH 06 CO N ( _ - I I I I' I I - s s A +3214 6.50' SDLN a , rti ti ?. L J I 1 1 1 1 I J RIM 53420 (10 m 293e W> _ T it J l0 PVC 0S00100 ) STORM LINE 2-PLAN-PHASE 2 STORM LINE 3-PLAN-PHASEHERE HOLE s NEAR PROPERTY o f L LINE PRONOE LE. EA TIGHT PLUG ? o I I STORM LINE 4-PLAN-PHASE I � FUTURE KNOCKOUT. CHANNEL 0 0 of NOTE ALE S BS CR An 4'DEEP SHALL HAVE STEPS INSTALLED PER DETAILT u, L �xl l 540 cLA __ , 11111 --/ KEY MAP® '� -"I 1-126 ryMk 510 _ Ex. PADS 550 _._ •I __ __ ? J. H A90 PIPE _ -- - OE ' ryry 0 GRADE X F2A PIPE FOP ' a ABOVEPROP PPE ABOVE PIFf ABOVE # opo 500 _ ,- _.. _-_—_— 540 -. - - _ _ R .. ® �1 ii' 4®® 21 62 H A , .. '' Y > m A60 AROVc VI s 64 LF 6-0.1070 D0600 SOrT- F —_ 1 - m \ : PVC 520 I50..._.. ___.__._ vc 5� s 0 �±:� -.tT 4 7 0 o p PPE o 0 cL .-0�1 w &o TOL EX GRADE 490 SDR 26 D 3034 r _ 530 1' `� tttt H AWWA C 5_0 0d o . \�` G 900 aT 480 '- -- I� '� -'- 520 -- - ; I �II I = ./ I \ PE sire. __ _II 50�-" .. F UNLESS o __ __-- . ..,. .. W w 1476D6 f GERM 469469.45 o AAA o- vo e IE arars OUT(E)4.235 - __._ 44 ".-.470 ..._ -_ pw- I __-. f'` ��' T seaalae e0 0 ..__ LIN & At PIPE PVC p (iN N IE s e51N-(5)476.60 49 .: ''4-- Att P e PE*A 70 NG� LATERA S)ARE, 6 O 3 E=4,6,5 N(W)4766. of LATERALS)ARE,ASTM D 5034FAO N. UNLESS OTHERWISE NOTED 034 CIE=4.1.1"OUT(S)476.,F '= w01 - tn,n!1 UI .UNLESS OTEERIISE NOTED 1 2+00 1+00 0+00 0+00 w 1+00 2+00 ' 0+00 00 STORM LINE 2 - PROFILE STORM LINE 3 - PROFILE STORM LINE 4 - PROFILE HOR.ZONTAL SCALE.1'r 40' VERTICAL SCALE.1"-1C, HORIZONTAL SCALE 1'=40' VERTICAL SCALE.1"=.' HORIZONTAL SCALE ,=40' VERTICAL SCALE ,-10' Li A m- V. 1 Pv�IN 1 N 1 oOT'0 483 A c-eoo w 12 0 12'PVO IN E IE-529.76 St22]T PVC IN �J ril x e h 1YMI y e azg° 4 72 a_71 9 MI A IE---512.67 51000 12 PVC OUTS C IN PVC IN -5"C- A IE=527.06 1E 6 IE=521.26 { 1,51207 -52]2 ) AS—BUILT FLAN VIEW "UNROLLED-VIEW PLAN VIEW 11 ED V:EW DATE 12-1404 PIPE 4SEPARATION DETAIL MH#30 PIPE SEPARATION DETAIL MH#31 { , 4 q PROJECT Mania m smNO .Aral,."ro,,,..401,95,1.,d, s"_E�_E,a:�,,,me ,P.5-Al,.,. 2'SCXLE: 1"=40' E oaamx,Tw6 I Fl 1 4 2- kf, i5 5.: 6 rive "C"STREET "D"STREET .- .. SEE SHEET 16 SEE SHEET 15 I W.xssaD AC5 — I I _— -- _-.._ _._. v . 1 I 20'SANITARY STORM..I I I PEDESTRIAN EASEMENT L �� �_ ® _ I IN I' m 1 - I1 ra 1i I — - I® I I r 11 Iv P ST RM2 LINE 5 1 i ET.. 6m KEY MAP B o tii s 'Z sTreM M 1 Rs os•Ga y1 I�Y ��-lI_ II -- -- 11102 ( �' �� "� �� � g®�® ... ,,. ,..,� ,.. ®n T, �O1r,.,, _ o ®. H® I STORM DRAIN NOTES: 2 l43'®1� �F o;oANOLEPEW '�s� STORM LINE 5-PLAN INSTALL a PVC STORM SEWER �- ®� ry� ���.. SCALE 1 ao 0 LATERAL PER CWS STD BVVG C a<<a momF Ydll��I �m ', O MINIMUM .200 a © `®®leis ❑ THICK NCREE/RAS E E o 7Qy o 0 _ �� �_ 5 OR AC E AROUND p ❑6"S/W W/RE3 R 0 N RE osn i � I ,TI -:._ _ l!iiIIiiiiiiil m m p a N ®® ®®®®©©©© SIH ` '� STREET l�SSSS� � o 0 OPENO, ALL SDCB.S\ n SP " { HALL HAVE STEPS INSTATLLED PER CETALo "LASS B::: _.Ra EPEPIPEpc oP sSEE OE IL, sxEET iu11 1 a 420 0 _..__ _f z e 410 " a—_ I J ... ago°°oa 1+00 z+oo HoarzoSTORM LINE 5 - PROFILE AS—BUILT l•/IIILT s. , DATE 12-13-04 I W o N JI _ PROJECT MAR WE am ' 4m a a.... SCALE: 1"=40' E memuencx • CURVE 9 CURB RETURN NO 1 / ' I f / 1 c CURB RETURNDATA sL— ;E; It.*,, imi STREET STET ON o TON JIB— 1— U9 J I"65 I �/ / O5 NY sum of O ce"12.21Tj'a8/11/E86" WOW ez / I O &TREET V M �� I .>"oo spa, ' i III / ,e,e =TREE. 22'e O Ike o ,e I °1 /111 — , I I o I . CURB RETURN NO I CURB RETURN NO.9 EDGE SOF CALE t s N EV O EGE OF PAVEMENT ELEV O CURB RETURN NO.A:rA pCI 1I Ip I :.-URB R o w II scree coos STREET aN O O I _ I IN � I = ,51 �@ a / t aeeEE/ Z ET " 1 i 1 dg$p 1/// ee— CTRCCT I 9 mS T 4TLL T , ar// / tl F`STREETf �w m ©� --I , U / �O �.5 00 p CURB RETURN NO 2 CURB RETURN NO 5 EDGE OF PAVEMENT ScaLE.t _a0 EV 0 EDGE OF PAVEMENT ELEV O ` sc LLE t 'Jo *, CURB L 4T2a w sTeE, 'G"STREET R III cc 2E c STREETcN CO/ I laU U A / ( / �, o / /,L O . FiST.EET 1 sa,IP _ A —� ci I 1 E as. o eZ, 0. / / u3P • T1 ��..I'�F 1 1 11 I EDGECURB RETURN PAVEMENT EDGECURB RETURN PAVEMENT ScnLc.t 2a O scFLc.t 20 O J AS-BUILT w a DATE 12-14-04 PROJECT MAR M NO E p2029 nr,czo�tnoz-czs,uwe,aozzacuaa.ewe sv[r,c..e a=,umz, ca=zo.zooa-zioom m= ` E CAS! L , ;: .2:: CURB RETURN NO.7 DATA cure,PA, STREET 0:-, ,,7AR. ax 1 kt'hf 4' Oh 8 1HL a reasfiPI _ -- T,s ©, O T .,I..9TRCCT O O hh ,S ' H sTaEET — s T T : 1/ sle:h eh G"STREET_ L 1C 2T s ® G�, m 0 STREET aT --g' a f .as - I g I EDGE [ H II I r CURB RETURN NO 7 CURB RETURN .10 OF PAVEMENT 20 EV-PHASEI O EDGEOFF PAVEMENT ELEV-PHASE I O CURB RETURN NO 11 DATA CURB RETURN N0 DATA ze as \c :; o ',„. rer i PTA i 155,E S N A' •a s,reaT411/1* ---- o 0 0 5 r,,27647.a'' wn SB'° aSam ��� m Olt,PT 00 <aT III 3 a� Ri p ,.I..STREET Ili.: I .Ip d "G'STREET s �0 0 CURB RETURN NO 13 EDGE OF PAVEMENT ELEVEDGE TI — VEMENT Eu-PwisEl ����� SCALE. =20 SCALE 1 —20 O ,l e u r c0a cc ry I r 7' I , I ..=g'h h2 'jg'S'iRhEhRihr '62 1 L, n' ; ,, , / // / �_ --� Pa aS IL 3510 PT I I W L- Se J mE_T -- I5 I I.5,5 1 III 2511 �� L 1,'sz ,c STREET I I • i W "G".STREET - ►1 ,I — , 1 I I , \ CURB RETURN NO.N EDGE OF PAVEMENT ELEV-PHASE S O TURNING RADII PHASE O AT RAISED ISLAND- =,a AS—BUILT w 8 q DATE 12-14-04 OJE T> rv,v�wuoz-czz,ewv,aazzzeuae owo sxecT.c�.e aa,��.z ee�za.zoon-z.rsvm l,.e TYPE COMMOTION "C"STREET "G"STREET T „1 SEE SHEET 32 SEE SHEET 33 P. rho 9s lilli o 15 �� ., ,� o i- +�� , eo a< 14 13 12 11 10 9 g 7 6 5 4 3 2 1 U 4. eo i N ,Ln.2 .arry SOWN - I551441ma MH 1 35 36 37 ' °' so me5.0"" °' .4.44. I ss90 ow _ a �sraa+ .a 4 > ,a i IV aTO;a_ asa.a sfsoa 7u �� 5 Ea4P'1. IE-418.5 IE 4220 I0950 E 426.0 IE-431.5 E 43I.0 E .0 E lIgli N 6� . �„� .@ IE ®s�� .. - . Lao ®ao a.a �30 �� ° � W. _ ,��� a`7C . no �i171AW :� 2� lil. ��b Mll�ii—a� 1Wi I 55MY ir � r`u T fizztACT B ®e �'�:,.: so�alr�u�u�rin►aem �� ��� ri""`ir�a�c��RRa �R� 'a� -�� 34 'o ___.------4 S+Ts 9� ® s sez44,49 AO a9 A Iz 9 p �99 a9,9 �9 � GI ��N � t�E0 I-sve.01.406� '�fd6 EwA0� E1'976 E a 1>- ILenS0.5 IEHBO EA5.0 16 p8� ROR\� i W�A QALITY "�9 i A r - T ,\ r IOSWALE m 21 22 23 24 26 27 28 29 30 31 32 33 \ \ / PI / WATER QUALITY WATER&SANITARY LINE 1-PLAN-PHASE I A I I TRACT 11 CLASS�e' 0 T.LIt,c�9 — 1 SANITARY NOTES x.caaoE INsrALL sTANDaRD Es:-,1, i 470 --_ C i L' ---I ---- IL- O MANHOLE PER LWS DETAIL NO y I I, I 4.0' H _._ _- - rALL A o m __I— ABODE GRADE DE O L TER L T5 00200 a \ $oo ® d NUJ ABOVE PIPE d PRO 1- I s u FIN.OR. o' gg 11= A ::: ._. l I , : /n- fie d / - F J - - _ PIPE ag WRE9 _ a T�i, _ s H _ ._ z m WATER NOTES .. , 440 N T T. Wan PPE4UaE D.I.P. . o �� D.I.P. covE -ooea� --- ---- PROPERTY LNE PER CITY DETAL ` SDP INSTALL OCATE cN PROPERTI'A LINE , pJ 1"WATER SERVICE ss_s ALL 11}>3Ewo w m mRus / - 353 - -_- --- �' BLOCKING PER DETAIL 5VI - o / \� Y NSTALL BTRAODLE BLOCK PER �,j'�0y: r -__ _ I n DETAIL o61 lJ''2 420 - l-/ m'� .�IER LATERALS XO MAINTAINPER DETAIL SU BUTTERFLY VALVE TRENCH DET INSTALL 18%18%8"TEE WI, AIL 1 5 VERTICAL cLEARaIvcE 410Li ___ (- ' ,.PJ - _� _.�_ •� a , .III, q C INSTALL KIN la"R DETAIL WITH THRUST 400 PIPE mo._ 4DP 2 N __ x�ai ®Ililll� j " Dp�a 1 BLOCKING PER OETA L 560 "�. tell pA V --- ___. 1 '._.� llg 12 TEE T IL m UST ---- -- -i - T BLOCKNC PER OETAL 5AS O e �01 ,GRADE p PROP 32 a9 . �n ���0 STALL FIRE HYDRANT C ' 390 _ v IP - _._ -_- -_ CWEEPjl�l GPERrr LNE iE aN LJ i - --_ ��__kiliiiiiiii1R1111111/177141H-15.11111111111111:1449'1111'111 _ - reANT ASSEMBLY ETAIRL05Y2TYLOCAP� TY n"1 � _ 6, T q_ _ _ __,- -__ I_ _ -- �__ I _ 0 N°PHASE BREAK I , T _ I_ �yj380 - ,:',� -_.-- !- _-.'I a scREo vALVE. I--1G R P5 _. uc..._ I ETU 5LAN0 ac PVC4G�� '� -_ _ i_- "III � LINE TO ISL PE FOERRFLYIGATION54 ewRR % 1�zO L�INSTALL 18 %9 TEE W/6" 370 �� iq -,, T _�I, BLOW OFF �y�E/y] -. F / A 3 5 _ _L � - - 0�'� � GATE VALVE PHASE BREAK W/ @ 0 360 s Lrr+ Lo "-r o— 1—u— '� �E' ' �. a ..,,�.. �.� NF.O.<33 .-_e Rr 03m8�3�}F.3fi3 a I ',. --_�A. m AS—BUILT ,, IE 3Fa-6c IN(W)36 a6 r �— F 5 II m `Rs' DATE 12-02-04 sv ,o d>- �N(N)361 56 -._.._� 1 a ! J N9 KEY MAP �" 350 _... -_ -$- ~SSW-1 1 - Ur(s)361 66 -_w w : __ _-.____ a _ .. --_--- 0+2 a35999 --_-1-_ - _ .3 ..r..�.....,.. .. L W.. ....�<,.- ERALs TO B E TYPE AS AIN w ,�E 10()3519 - t--- E- (5)35 9 1 ! U OTHERWIS SPEC FED O o 1+00 `2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 J WATER&SANITARY LINE"1" - PROFILE 'PROJE CT aWTFOOE A:,,r-PAA,-a,.,�".>.,a�„ssiI,rAA-s„EET:_.A.,. APo..zoos-.S..m= HORIZONTAL SCALE..I'-9-0' VERTICAL SCALE 1"=10. ao ''SCALE: 1"=40' ,TYPE CONSFAKUI0 J ml if SANITARY NOTES Ii IQ INSTALL STANDARD SEwE MANHOLE PER CWS DETAIL NO "A"STREET "A"STREET T A ti. SEE SHEET 31 SEE SHEET 31 O INSTA'I_LATER - PV s SEWER ` CF �- MANHOLEIS NEAR 1 3 ('] CO x l( PROPERTYD Q 0 CS) / 0+5 H FUTURE KNOCKOUT.CI AC , ,rra /, _. — 9 N . / 20'SAF ITARY STORM Pc I / /. / . PEDEST2IAN EASEMEN I I m MH 0 V Os �,�,�,SSLN 2 sso also- �J 1 I Ossr, ss9 ssM�i xI ,•_ rrt rat' L) ,SST 020, S-SLN 3 WATER NOTES ., s �re- �rs�rr -I I r RI Io �,H 0 ry � -\� y:Bn F00 ', Q INSTALL LWATERPER CITY DET SERVICE AIL 1 - jc� IEL Sao - -' �3• ' — E ;.d'" '" p 7 `" ., � . S.W. •00 6 LN. PROPERTY ♦frs ,, .. v ,+i4 F, I'-'� � LCk }� TA BUTTERFLY E PER / w /Yt Pam' ., Er in s DETAIL soa Q< - '9�IR,, 2 I 1 � G 95.9 5.3 •' ® 7 3 \\\"'\\\���000, ® sIALL r RE rTURANT sEMBL 5 """"`LLLLLLLL�������� � PRwereTY uNE oN seoRT SIDE /4 13,00 ic-S86.0 P IE-b'00 j:1E-373.0 &,338.0 Il I - / q• s H STREET PER CITY rE 3szoA _ sA - F,�'TRACIETAIL 542. 1 1- 9 , pC3rl � /// 4 C� o V -',-`9BE J\SON l: p �ssao Sze ©iHRusr s R DETAIL Sao - --n--• -� _ \"��'"Cc S�je r0�1 t I NSTAL k� 0 THRUST L iz;:e REDUCER a\,q ) — - �, : �eRr E �y ®8"GATE VALVE PHASE BREAK WT z"BLOW oFr. o W WATER&SANITARY LINE 2-PLAN-PHASE I&2 WATER&SANITARY LINE 3-PLAN-PHASE I . SCALE =no' " 4� 4 410 1 g �„ r�p aiV , UI ., s e w • EX GRADE n 11 ,/�� M _AEp IE PPS ,___ - zo 400 GLASS e I — _— aL TA p 1 UR UT GPAOE 4 I ¶ kkk s A Ta s C. z!s E r _ __� ABovE PIPE 01 .a s I s R- 3u��' r I ,, _390 AB E ��� 511 ,1 0 1 !N z � <1 _ - 380 Ic p `•m", sow 360 P I : I " ' MI _ 370 e,o • A 7 f ! `_.11-,.--- sr� z z � ---- - _. -- _ -. - ssrnn ss90 a3s _ � � O<� 370- A. I 3> 0 siw o"mr mn no _ .___ wwu__ ___ _-- __._ kM_a 3zaae 3759A.. D;�B PYL.-3R_ 0 - FN I. r Nmrmm 1\I ® �r \ � � _. .. -- - 3G'rc 363es P3 S v- o. P Yirr. I m E 76d-zff 01.T(E)B 9 S OOf _.. �^ -- + N iW 1 -_- r _ ---_-1 -.-_-_ PIPE i_AT ) ;ASIA 3 c u LESS' 360 -_-_ -il :� Y�i� o 99 R NOTFO AIL LATERALS TO BE SAME TYPE B r AN UNLESS U ..>F I OTHERWISE,SPECIEED i0cn 5+00 4+00 3+00 2+00 1+00 0+00 m m0+00-_ m 1+00 KEY MAPWATER&SANITARY LINE 2 - PROFILE WATER&SANITARY LINE 3 - PROFILE HORIZON LE.t =40 VERT:CAL SCALE:Y=10 HORIZON AL SCALE t =40 VCR"ICAL SCALE i =iC AS-BUILT DATE 1202-04 O L o q i _ CT BIIWf T/E 4m 4m BD 4MOA ,o.a��.oE 0s.,.e.<"u �Nz.A.4-<".,.��.ao,�.e o.,00,-as<.m Ino 'SCALE: 1"=40' ,TYPE carsmCM01 "I STREET "H"STREET ry' SEE SHEET 39 SEE SHEET 35 P ryE 0.i _ i 4' T W p 0* .11 y � F de mm 29.9 5+26 N � r w Z SSLN 4 ,a - 19 -1- SSNH a559 c=so 1'' _ S C CFi IS-5 ssso o s 1 C/1 b°z ss2o_ots ___ a6'sz ___ /JYy P ;a mG. - �ssD o6e--- fow® �°V " / \ 1 a ° s s .. .96 Ossso m — — — u' ° SUM'C� 76-1r - ' © ° iota A -= Y-- -=Y Y - Y 4 _ ° qt�z mew®� et. (A,1I- - TYR IE-5°8" ,ES°5 -7,-L 5 TYP it I4, A i A �) —� —�� m E. III � . � � • I p � ���� lima "13"STREET "A"STREET _ ,WATER&SANITARY LINE 4&5-PLAN-PHASE I.II `k •, 41 SEE SHEET 37 -- -- SCALE 1 =a9 ------ SEE SHEET 37 _ I ' -�1 f --- _ cu:s R _ 560 II�d 1� 1I ®ii���� III __ _ --. � SANITARY NOTES:,.. � o � �� -- ._.__ ___ Nw�n� - -'- -550 INSTALL STANDARDSEINER " �.._ MiMAI a PER cws DETAIL 3 5 .._. - -- -- -- 00 n. NE� I- --___ - _._ IC-_-_— 2 INSTALL LATERAL OS 200ARN SEWERr o o a I I s -- 540 I oNw = dly 530 1 �� 8'PIPE UNDER ALT.3 lit I Jv/-:,: __ _.-_ _._ RNOTES o a�, .-�' WATER �� __ _ 520 PER clTvI.sDENo D o R .._ KEY MAP _�> __ PER c TYL,INSTALL E FIRE TAYDAIL 5 42 , �U" 1 T RUST '1 --_-_ I--___ >6 F. -_ --- ...__ _---_-__ i IN TALL 18 TEE ATH TFRUST r'r/J`�,3 p 9 ---_ _-_ E0.[�ER __ __ICI ..-_ BLOC NG PER DETAIL 660. - =a .. _. �, _. _ _ __ 2 BUTTERFLY VALVE PER _- ALL PIE C p ( CLOD NOF - 500 of saa. 2 s,M X_O_�.—__ Ere L) e T u 1e BUTTERFLY VALVE 7 D., I 1 I BO C PIPE LF ry 4.0• ---- N H fj SAME F 5 MAIN 6 a m 25 tp x N `\ U,TERA WSE SPECIFIED I INSTALL 2 ;2.0' 4.0'—�{ -. ___ _ 4 -_I urvLE orHER a vc —_ —490 o c PER DETAIL �. 1 CKNC P e,Ft 1 "Q0, I y\ \ABOVE GIF DE 460 560 j --I ry �wsT L z TEE WITH OC THRUSTREDUCER AND BLOCKING a E DETAIL 500c4 La W 4�o A CITY ETA °E :z :%%,%p A . row PRESSURE __ ..___ { - _ _... -.___PIPE SIZE ARIES S_. -_ ____ _.- __._. 459-haw(N)4eeea WITH .44 ,R DETAIL LOW _ 55 LF 6' N \ i 1e PVC sDR a �' ` .____ _—__- ___ ..__.- --.-. ___ .—�- �__ LM 44 �N(E 44649 SS.Nb 45164I 440 DUAL 504. �' -\ -__---_ ___ __-___ _._.. —- Ic 54aisnu�js)44zllss--E. s o�u-(NI 4 o —.__._-_ Ir s a 7.64 4esa-_ TRENCH DETAIL I 1 I I 1 N.T.S. 5+00 4+00 3+00 2+00 1+00 0+00 0+'5 0 AS—BUILTC.) , ( 2 q WATER&SANITARY LINE 4&5 - PROFILE DAB 12-02-04 A HORIZONTAL SCALE 1 -ao VERTICAL SCALE -10 PROJECT�'. - - e broaa ",.,,.,4.",3,e..,.e,asss�.a.. ...Er Ern'. 2.5. ,m�.. , 'SCALE: 1"4=40' ,TYPE CAIHIRUC121 • 1 J'STREET U a SEE SHEET 40 4t mQ I I x — y .: g U'' 8 I 1I , II �� � ��� ��€iilia � 4 �I p i ��� SE��� o 1 DW� Cx2 C o "I® ' , 1Ug N �f — �li AI IiIII 1 I I 0©© ���© �1a f 01 7 W T 1 A L e 0H6A, 0f0.. Sky I E.20.5 1 L� F -- � ©-w ___ IE 5360 II® �- L of.•a Pq ®Ii��®ICI a®C� L S! _ /8.�.� W LT, ': t R�lin nu imi ©js �S _ 1 0 e 5, I Am— - — M S 1�`iMAsl l 1llUh f HH o'1 w y II Ilir '1 I , 1� \ "S 90 012 \ ..5� LOSS,.Ss90 I� 5<9D 009 .III �_�� ��� , m _. 5590 037 CiG 11 � 11 - I \ 1®' \ \ ,WATER&SANITARY LINE5-PLAN \ GGA E, as --_-. 1 ^5 560 I' -- __— ass'__ _ KEY MAP. a PIP M - DOPEPADE, v. PROP R xo SANITARY NOTES ' i s I 3€ I 00253 210.51.LF B P' Spk_12 - L .__.-. --_ MANHOLE PER CWs DETAIL 0 010 S - STALL pSTANDARD 0200 SEWER o a d`^ 2 Q NSTALL Q SANITARY G s. __ `1=00245( _ 2e2 __. LATERAL S 0 YLad s _ .,,, -_o._ .. _ x • n a ry n � .�_ -- --- � WATER o� &n . w V, > , -----_,\__ s TER NOTES:500 1 I _ I WRsERNC ER i _ _ -_ DETAIL 520 490 -- =o_ ___ BLOCKING PER DETAIL 560THRUST INSTALL 0 TEE WITH III j -.. __ __.._. DETAIL 503 GATE VALVE R --- / ALL Iry��T.yIJII 480- - F AST PVC l(1 L 0 hERWSi OTED] x _ _- EXISTING CANDON ER LINE OVEDTO BE O I_ -._- —_ -.___... 5� TN A FR SERVICE IAEIER 1 - r BOX TO 2 REMOV D I� 1 ._ NOTE AL E SERVICESHALL REM.,IN ALL _ r EXISTING CUSTOMERS i rh WI' 9 ©RECONNECT RATER lit E ONE 8 460-_ - - __ __ Ir _. _ l ..- - __ _ EWATER . - - 0 HOT INSTALL EXISTING MAINLINE _ _ _ ... .- ._- THRUST VALVE 8 GATE VA VE WITH 60 S -- -���-- A CAP O PLUG ES-NG 6 TEE { 440 . . 1. - _-__-___ 1 1 , AS-BUILT DATE 12-02-04 14+00 131-00 12+00 11+00 10+00 9+00 8+00 7+00 6+00 5+ Q WATER&SANITARY LINE 5 - PROFILE 'PROJECT HORIZONTAL SCALE r=10 VERnCAL SCALE 1 =1a nmNO 402-023 S 2.CALE: 1"4=40' e ,TYPE caamunwx , 1 "G"STREET Fig e> SEE SHEET 33 I ° n _ r I is i L ice'' -1 1 1 L +"f 6 ��— 1_ $ 48 47 D' 9 0imin �46 45 44 43 42 o'fr\ 1 �� dMTCrI 1 TRACT 4 18n% , �I OsseD ols sssDol4 _ __ _ __ �4R3 a<W ws} 1,53 2,5. z+s} a e5...5 4 nl "3,eZ. - d +z94 � ����D1 dail( I . E 45 4n. 4e 0 e isee0 0 -sao0sa a° �_ ae � I ®fir: Elea �'�, 4 - ��,��®,,E_� � .� .=a°!EAcT559D_ol3 p p�����° i m T 0z.3_ P- , r+aai0 IF5L° 6 ,EI=94.0 ®._.E4960 © @�1i1 - e _�iiii_iiiiiiiiiiV moot H 1d^ � r 4n.s s �, � IIA 36 37 38 39 40 41 �I ���1� ��1117 L : II �- ..,itLgf II KEY MAP z'., "G"STREET WATER&SANITARY LINE 6-PLAN-PHASE I SEE SHEET 33 SCALE 1 40 z\ LA ry SANITARY NOTES: "a ~Y aIF N TALL STANDARD SEWERo 0 0 3€ HOLE PER CWS DETAIL 010 ®Z STALLRAL 4 T PrBANOR T SEWER m m m 0 520 CLASS W p o a UNDER ALTS 510-._ ___ —_ 00 0 1 PRO -.__ -- ... _ABOVE I 1 1 a I' 500Ex. I__ _-.. ,,, — - -__ WATER NOTES %' tea'"�< q.. .,VER- �oPr o A 55MY"3' >J 4.0' I Jj�,� A4c ABOVEPIE E _ T o _` 3 MIN 'OHg4Q I .4 509L646 L 4.0• INSTALL AND THRUST , ,,,,,,,„,, , ,,,,„,,,„•.- 2 D IB pJ0. IE_ �OUT)S 49)14 5. BLOCKING PER DETAIL W I 'l 490 �,Dp, INSTALL 1a END w IS 6 , - THRUST G PER DETAIL _I i _ �, DET IL WOA BUTTERFLY V E a ° S G L D.I.P. LL BUTTERFLY VALVE PER t9 y� _.._. _ i _...__ N N19N PRESSURE ® IL 4. 1 S 26�J\ 4 % PPE 9�MEE Q 470_ D.LP. .-tyres ALL 1 L:TER sERmc T Z 9 a PER c Y 6 _ 5 0 21 _ LOP P rC - ss�M�Ross D o1sl�n sT SSW+ Do s w-s .... ._ \�� � O\y\ Q NsrALL 1a x e m0 TEE / RIM 4 4928E 4FP Fw 95.56 ALL PIPE P ( DNG 4 VANES . OFF N ASSEMELV. RESTRAIN 1 ETA 1 41 00 SSLN 5 IRI -432,24 �jPASTM NJ PVC. J END OF TEE W ALjy4( 460 - E:. 2-2,IN(NI 42208 UNLESS-01asRYASEN0130_4 L. — 0' ' /L T 5�.,a N� � -AC9M OUT(5)470.78 t,<RALS To E SAME TYPE As VAIN �// 9 THRUST BLOCK IF IE=APR4A IN'I T..4J4 E8 UNLESS OTHERED Vim'V� F SANITARY LATERAL DO = I^yJl TRENCH DETAIL HAVE F VERTICAL 0+00 1+00 2+00 3+00 4+00 5+00 MEP Rnilory ENcasE sEwEre ' N.7.S. j LATERAL l0 EACH SDE 0 CROSSING N CONCRETE S WATER&SANITARY LINE 6 PROFILE 1 0 INSTALL REDUCER WITH 1 P. HORIZONTAL SCALE 1 40 VERTICAL SCALE 1 10 EG WO [[�E���r] 6 GATE BREAK .44 AS-BUILT O DATE 12-02-04 8 o V _ 9NM CT TRIDE m 4M'M9 SCALE: 1"4=40' TYPE COMMOTION • l 4 N 1 II , ,` i 103 I , i.' 11 i --I,— ZI�"�C '- ,10 101 iL 104 N. / ,®1j � � m n tli , - ry T� 102 � II 105 ® ° 'I' I.I. —.1 _,.1_. 4 100 5,9 SSLN-7 li p o C3a x,' �TRa E i ~ t" 11 El 106 KEY MAP `ti � 9 6 i �., i l H OA I lyf n . ! r� � H I • �1' I 107 if 0 H` gQe� WATER&SANITARY LINE 7-PLAN SCALE 1"=TO S' SANITARY NOTES: ? 1 , 0 INSTALL STANDARD WER LE PER OWS DETAIL NO 4 o o LE d 440 Cass"B' ^ O INSTALL 4 PVC SANITARY SEWER LATERAL AT S=0020 b � ai E .._ ASE PPE uNOE WALL E n AD Q BORE DET FILL SPAC `�, E PIPE ABOVE 430 _ / WITH SANG ks ®o CLEAN GROUT_ ' I I o� rc S AID Y _ '�>�' 420 s,iC k3A a(e 410 r .av' o` ,,I`' 06 wp^ 1 SOMH S1399 03 STA 1 97.50 5 N-J 400 -- R re aa3a<E 93Yy3IN()420.9, IE . IN()4299 a a 390 —II. it... i 380 STA 3 3 109 SSL T LAT PIPE P'(INCERALS)ARE ASTN1 -30 0I34 .za 3 9()3884, 'PVC AT !ALLL BE SAME-- - _ 32s-,1()38845 TT E f%,3 +4'OUT(E)30825 LOT ERNSE SPRC ED 0+00 1+00 0 WATER&SANITARY LINE 7 - PROFILE AS—BUILT o q ) DALE 12-02-04 O y _ CT AIMfD fOE a m 2m 4o2-eID SCALE: 1"=40' w ,TYPE Lem<LDx "E"STREET "G"STREET _ J "� SEE SHEET 38 SEE SHEET 33 -' Pp A MH o 1 1 I o tE- M16 �■ - 44 1 . e ® - , it,H, t i; vid E■ 6,5 104 112 RE 0+31,44 11P] 9i z,6TA 105 113 118 li:ems. 80 I; - [_172:912 I::II 6om 1 o .®i. IO 'Vig1.1 1 26. 106 A �:�: a � :®� E ��Io,�II©pq�i ,s,eo o3z ' 114 117 I . 81 ;` ey ©0 Mai �IIIIIld�all 3B I r ` -.-- 'ihp 21 ; ri4,_u565Lju:1IL_: �4oNtrt . y�d� KEY MAP o 4 6 I 12 7' +92 f6 41�L'� 12 �� *. [ I �,- 2, IE-424. A�ii IL aza E 436.0 {E a1.o E,oast -4s2,0 =49-65 -4629 1,471.0 SANITARY NOTES: p IE=430.5 WATER&SANITARY LINE 8&9-PLAN "G"STREET OINS1AL_STANDARD SEWER SEE SHEET 33 oNH s of L a p Q TER: N PVC SANITARY , .. LA 323i. , WHERE MANHOLE IS UT AND NEAR o KNOCKOUT PROPERTY LINEn FUTURE 3 W V WATERTIGHT PLUG. CHANNEL.MANHOLE ACCORDINGLY. - < 500 CLASS-d" PROP GRADE-\ic I :.../....."/ ,g',,,,.,-ol%S_,'. WATER NOTES AB �- Q 8 GATE JALVE Pk 13' ` _---_ � V • TA ER RU XI 4,... ii / / ,,0 SO T J / •ry T DaINGPERoTaH -` _ , 0R - eQ roTA eD TH RS 460 - - F I a �2 GGL 9 A SGMH 559202,. 80U5T BLOOKINO P6R DET IL - 'd • _ -- ROVEAPE - - -- ZJ0 p3 ry • TA L FIRE HYDRANT I IRIM VALVE PER�— _.. _ - S 420)4 P 5 () TALL 12 BUTTERFLY VALVE PER yy --__ �_/'� MLL) TN Soh /...I _ 3 RM 46fi 80 46424 FWW4 430 �'— —_ 30 ouT(s)asa fia a Y IN ALL B GATE VA _ o GDa' I -i' INS TAIL L I SG R °P, SSW 59D 0 OU ()44fi E1 420 9 R sew,S+9D 031 J g 43o S , t-- { r -.- DER `y R M !ALL PIPE P - a 7q .+1 as sL 9 IE.41z-4 525� 22ai4oz E „. . ._,.. 0 006) ( 536i44.3 -.- - E SE &.D-ALL I-I-g]2A60UT(E)421.69 IE I (NE)422.19 ,IE=410.5 OUT(SW)42270 (LATERALS TD qE 6 E ttPE/)5 MAIN - UT(W)421.. UNLESS SPECIFlE 1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 4 ' AS-BUILT WATER&SANITARY GLINE 8&9 PROFILE DATE 12-o2-o9 O N HORIZONTAL SCALE 1'= PROJECT SAW MOE m m ''SCALE: 1"=40' 02=E COMMUCTON =EM 6 l■.111'I77®0� MEI MU 1 01: (7ig i Er ' STREET _ �� � m�. :� ii „� SEE SHEET37 al'I axn e t r r r , F -T r 1 I N P!iiti r� SEESHEET37 �� E� 45�0�� I N �® L � �'®, �"I mil 1 rsl1!l��� .41 C�3t �'o°� L I r II III ©111.® I ElII 8. 9D � o �� r A .4c_ Is I ss90 o2s C1 l r Yi iLi +� �� Aso-0, 11 E 7 Y ,W "' Y, e®y'' n< _ � " r 1n �'49 o L c�161. I E HILL L E- I L I L� L� , ass - .b 1,99919 I__ ISSMHp -5 L+5 KZ OSSL V-g Mt.00 f — jr"-�c Fau � —�i ti CO Cr) 1 I - _ I7NH ) IL- '� -- KEY MAP b = I .� L_' J . Lj I 000-o, L----L L- --L �� 11 I SEE STREET SEE STREET < < WATER&SANITARY 4LINE 10-PLAN EET 37 SANITARY LINE 11- SEE PLAN SHEET 37 SCALE , -40 SANITARY NOTES: i s 1 O IN STANDARD SEWER s MANHOLE ER CWS DETAIL N0. rc a N _ 490 Q2 ALL 4 PV SAn TARY SEWER / LASS B - LATERAL ATS=0.0200 E3 'HOLE S NEAR �`\\ o cL ss B° 510 POP. DE WATER-_... .. 8 I + FUTURE KNOCKOU ' \ g 480 � . CHANNEL MANHOLE ACCORDINGLY C cLvK I r e DE J E Ape L 500 o- >r - R ABOVE PIPE 470Iao PlA— > vGre � 490 WATER NOTES: >.48 L - T �6 j INSTALLz e TEE WITH 460 Q sot p5 THRUST BLOCKING PER DETAIL 2 S _ 6��26Ep 3 4$0 4610, C Ss 6 3.4 5- - 460 INSTALL WATER SERVICE PER S H 6 O 0413 S 6529 STA B09 SSLN 5 H^540 MS-- Y L 20 S6M 0 J A 0000 e6LN lO I -,_ �' '6 L 0- INSTALL e GATE VALVE PER O= STA. 2+4248 SSLN ( STA 0 STA 0000 SSL 9 DETAIL SC3 470 y� ssaoZ (0)455 ae s"sMH 5,.a20s Rlsr aaa ee - p.i y5a.g4 O 9 010 4]418 Q TALL STANDARD i 455§- SSLN P -- T 3--] - -9 - — JF 4Z �' C)Z4le COMBINATION AR/VAC RELEASE 456-40 E r OUT(S 446.10 P CIF IEDN (64]3e PER CITY . 1 tii �7 (INCLUDINGALL PVC P1PE Sa000 4II8-6irCDr(Era4]BsrE -TNT ae.30 n 0+6 s To eELSNM Ian w I ER�n1 )LR n TM 460 ���VVV111]]] SE�7]i LATERALS)ARdUNLESS c UNLESS 07HERtlISE NOTED 4.ae2o (W)a>35 c 446-Y[In(W)rae 3D OTHE WI TYPE AS MAINIi 2+00 1+00 0+00 1+00 0+00 m FJ O 0.gal t WATER&SANITARY LINE SCALE' VERTICAL 0 - PROFILE SANITARY LINEo 11ER- PROFILE 10 i 0HORIZONTAL SCALE 1)- VO AS—BUILT 3 V] DATE 12-13-04 , , Q ,,,ii,,, 08 o J _ PROJECT SAW WOE 402-021 ,,,°'''...",,.o,,,s'.° -srEEr.srn.m. zoa,.a... ",. ao S SCALE: 1"am 40' E ooremcral / "J"STREET "r) S(E,E SHEET 40 U. • gi ��, I , ,7 EN _., .m, , �/; i 1� II Or, 11. E—� I c0 9pE III L' 1 �r II �� S I ' III I" w I I 1 u mmin Jo • -� kr, p �b _ -" �"' �®� ��® _I m .^^, S5L 1� r , SSMH g '4� ;010E iniliiiiia®� 6J° l I) ° w I1I1P � � oaa �� fl MH c ; o M III II! 1z !�lIIIII! e� a o "�' III ! ssMH Ul - ®I� 1� �!1`� ® z.� �� + ® zr32 dN �I sssD oaz 44„ I _ I �� ������ r �nzs F 11 m (r a, x <,g- �r� - a 1 1-:i;_ 6 oN III _ • „IL ����-® 'mat L 54, r— r- L E s4as ssA- E sa2.. lain z1 — al � � ICI I I i "J,�STREET II 1L _ ___ m , ' SEE SHEET 40 J L J. !I 3� as pgg.��—��}} WATER&SANITARY LINE 12-PLAN-PHASE I �rl�YV I SCALE 1 -as 'J o_ Qq 5 p99T p � � ; N ,T. m III J \ C p 11 o'tl90 6 T�rpg D 1 KEY MAP el m� I - SANITARY NOTES SS9D OOB�QP�-177 r — i M 0 INSTAL STANDARD SEWER ' 1-0'I ® I—M MANHOLE PER MS DETAIL '+ I' �tREET ATYP �� 02 INSTALL PVC SANITARY { � NI5, W - LA1Ere L T 0200 & U'w —'�—-.- - U',LE w LL L I- c a I N 570 U) � p g 1 1 L -- T .-I —��— _-.1___- 560 e NDere - WATER NOTES: ALT z e TEE rH 1 i No, ARE UST L,NO 550- —� _ ._ ._._ ._.650 PER oEia�1 sea \ , _ _._ __ _._. ___ —_ �._ — DE.AIL T[RF„Y VALVE PER• _3 MN —.__. E We d E+EL _— - 0 soa, a s 4.� -.- _ ___ ._.__ PIPE_ aL vcE PER 1 ;a c 540. > I 0 -_ .m T -._ -.-- _ _...__. ..540 DeTaE�.0. �s,.9j8, . _ _- s 0`os z .._ ,z S' u' _ Ia N. _T 3 PROP GRADE III 530 0 ON SHORT I..HYDRANT 5 �� -i $30— 1 _ HORT SIDE OF STREET PER , _ - CITY DETAIL 542 I ]3,. +35 505 10 520- _v-s.p 1 SOR,'SI 1L 494d6 OUf(E449455 _-- (511140.2 ALT 3 z li • g5 Y i -_ -.8:4 1 I- -Jrr, _- ..s_c II500 VI i -- -____ -.._ ._ 0649 -.1 T SJ9Aa� ..iss>M U LESSATNE&V(LSESAIl P __._. STA +S= IS 12 S 00098 496 ,LATERALSS^ 5�26 AS—BUILT �" OTHERWISESPECIFIED n 149571 I(I-_ __ ___ _ IS}495.51 00 4+00 3+ DATE lroz-oa s IE �9Z�YOUT( 7+00 6+00 5+ 00 2+00 1+00 0+00 WATER&SANITARY LINE 12 - PROFILE 10e1zONTA_SCALE I —40 verencnL scALS.1 —1n 0 c CJ SCE awa 1 am am a . r, o,�.a�o�3��., . �"ssa s"as- E_.E. ,"o,-e.5.m„. SCALE: 1"=40' E cam.... ) L ri : "a ORo STREET34 �— ° 0 SEE S�EE131. Li 1-------,1 % N7 WW6g I NI �126 i _J p „,- 68 W �, L�SSLlY_-13 i-E sT1-4 Ls.,,. i+sz - ° E-5420 BI .1 s f C SSW - -11' 0 o SSNI ss9D 010� ap- :, =.� 2- -A.�. �' h'-._14- 0 ss90® — __. _- 1� � !ali it D D 002 I lif 00� ` c, l0 w *4,-- ®erg ��fir HR�M,HQI�� �90 and:, m I . I I 70 1 I � � ,1E4\ ae 1 � ��®0EMEIN�,�0hL4� ®®0�� �a L 1LI1 , 69 68 11114 i p 01®®00000 allgilal 1. 124 � Iirr�Qg'� I I "G"STREET "I"STREET '"'= '' a SEE SHEET 34 SEE SHEET 39 KEY MAP O i= WATER&SANITARY LINEI3&14-PLAN-PHASEI&3 , 4 �ryMM 560 same TYPE}rs E nsrM 570 __ PROP cRADE SANITARY NOTES: ALL PIPE PVC PIPE(INCLUDIN LATERALS)AR CLASS B" 0-D3 CUNLESS OTHERWISE NOTED ALL-'-- - LATERALS O D IN UNLESS I IW O MANYOLE PER CNS D INS,LL STANDARD ETAIL NO. :::§: P PE OTHERWISE EGFIED PROP GRADE R 3 IN 010 550 a-D PPE DNDE Ex CknoABOVE rFAaovE E 560 EX.GRADE ALT. A VE IE - = l/j- ,�E - -s Lf e Pvc LATERAL 0.0200 EWER 0 IN PVC SANITARY L. V. sY Y. S/� __ I 2•O SDR-26 D 0034 540 aD 55d-_ _ R 2 p-3asa_ aae - 63 00 t I 1 J 6'- 06& n 102 2 E _- 1 __ D 001 26 5 0 A. 14 !P "" RIIA 569-955619] 530 p o an- - 1 w 540 — - 1 III 55495 T(W)550 52 ��,Ir M SSP3 00 550,5 OUT(E)550.52 520 _ N '�- s5.aa5sa.eo un�Ess oiaE ARE voorEa3z[LP�G WATER NOTES: .'. ,As-n (N)s I WWW o-50-s 1 0 530 E-II, -Ea34{0.---(E)-54550 I STA.9 0n W9ISSLN 5 LL PIPE C E C UDND 5 a95 00 1 iQ INSTALL 2 H THRUST BLOCKING + O'T E52J39'-I,0(N}52495 --_ R P REDUCER D ..K NG ER DETAIL 560 1 52Y33'L (W15249s LA E,R:MIS TO RE SAME,TYPE AS MAN IE $2Y15OUT(052475 I U S OT4ERW SPECIFIED 0+00 1+p0 0+00 1+00 2+00 Oz DETAIL INSTALL 8 GATE VALVE PER w . ,INSTALL FIRE PER CITY DETAIL 542T ASSEMBLY h,F67•_l, L3Tul cit WATER&SANITARY LINE 13 PROFILE-PHASE 3 WATER&SANITARY LINE 14 PROFILE-PHASE I A INSTALL 1 WATERSERVICE PER HORIZONTAL seALe 1' ne vERT CAL scALE.i -la' uoR zoNru SCALE ,^ 0 n v-R ,ncAL SCALE ID' c,DETAIL 520 s FLY VALVE PER '-li CITY DEAIL 503 R : ���VVII "2 BUTTERFLY VALVE PHASE I DREAD W/SLOW OFF ASSEMBLY 'T rAS—BUILT D N $ o 4 DATE 12-14-04 PROJECT SIAM W. 40 40 IUSUm "..oa.,,as,0a2sss.",3-, sxee,.E.,�',,.�.. .o.",s"os."«.m SCALE: 1".40' E COMMOTION 0 U. p ��. I 02 1' SEE SHEET 39 SEE SHEET 39 6� �I STREET 11 1 - 1 I 1, ---- f — r __.. �- 1 V �� _1 ® a 1‘*r zs a --- 1 I�� r —' —- - W 'N a - • 62 \. i 1___ L 0 c im M 76 _� �._= 55 _ L 56� rI� 73 64 SL� 16 1 \ 1 --- I�� __ _ 1 TRA 3 Fig, ik — _ ,174.3 w IAcew � — Es517 t z.s c z;c S.W. L. i $ gjwBL �dl� ,e PVT. ��::. F�a® .1 1 ON im, nzr r-za.a- ss9p 0 0-s naz ooa -° 1 a's' 3 1,25-5` 41111 5590 006 SSLN-15 L _ 1 - z9.5 1 i:E 40 : 0 zP _ �TL=l 52 53 54 55r 59 1 6061 �'"�� a It i, 1 1 s;; p■ "I"STREET SANITARY LINE 15-PLAN-PHASE IKEY MAP O� j SCALE i =ac SEE SHEET 39 SANITARYLEINE 16-PLAN-PHASE 1 G � .v.�. 1 SCA w; M , n 1�a Van 22 !i o 560 - o o L a PPE( _z SANITARY NOTES: ALL Nip 3034 PVC UNLESS Tui-N E NOTED 550- A n N ., 2 OLr �42` 9°p E E Agp PIPE O Ns SEWER MANHOLE 1 ,§4 m '�.�,46-PROP GRAQ 1---- LATERAL 540- ABOVE RIPE, -. - N 1 -,._ CNS DETAIL NO SSMI STA S Sl4a 006(�)5 1 EH AJ _3 I� LATE AL ATINSTALL,'PS 0.0200VC ARY SEWER 1 r a _52236522.% V_PIPE f40_ r 530- I 4 1 o s > P 53r� __ -... _ 520- PVC s o WA - ssin $20 N f - p06.,9 __N 3- �ATER NOTES:4 1 0 RIM 15 �GE9 FOR 51 - 6, 4 RIM ssaeosao.00 _ F 5 pG a6T13 2 521.95 N T-� ALL Pa_PVCPPE(N..LUCING N b S�-E''1 IE-$2>2?BO CUT(E) ...--. yyI 500 �T 5�-38 (()506J 46-�-_ - _ 510�N`'C UNL<59L0(F�RW19ETSPECIFIED E SAME,TYPE MAIN III G__. -.-I /�9 RIM yA6F520 56 ARE PVC g IE 0+00 1+00 0+n 1+00 2+00 - r4 a SANITARY LINE15 - PROFILE c SANITARYHORIZONTAL 0 RT LINE 16 - PROFILE 0 ›"I 0 e 0 AS—BUILT O _ Ti ` q DATE 12-19-09 o V , _ PROJECT BAYIIOIE 49 SCALE: 1"=40' E aremlCTON - • 1— . ry 11 f(JL,I o.o� I � -..L.- v,..a� � ION A A n �i 1� i ® � {y on. z ry.P«r,r,,arenoE� LI (PARTITION L A ® d se (PARTI DET LOCATION) �.• ' SIDEWALK ADJACENT TO CURB m ,P Ni F`eu,a ww aEA umnic°L n1O "' m" NJ LAN NEW aa 1 f aPWPaoia�w 0uo[e,vm Paw 9 -.aum,xnvas P. ma _ v`AA 4• �,9_J � .PE PLAN S,RE.er.DESOSOPs..AFTER aeaan. _ _it N °°n°„°�. .�°^. 1 `� 2 AA „area r�r,rv�raE�PW�. � R iri 0 —11: —rj 6l � DETAIL B a SIDEWALK AWAY FROM CURBId ^ PARTITION �� aw\ o 11 ATTACHMENT Ala ,sx x ac,ev sunw xzvrm ,m.rvory sx,wo rvc y� ��IM�� J L.Will SECTION 13-13 Li, 1 El DIRMNACE ACCESS LIPPOL.EXISTIND CURBS SNALL BE COPE DRILLED DR WREI a ac o o at.uco o o urs DETAIL C - `URB" sEcnoN B—B GUTTER C CURB �" INLET CATCH BASIN p µ5,�oe m.® CONCRETE P '"""" m. -- cuae a cunER °zX INSIDE DROP MANHOLE aeanNreeriServim ..� sOewALK 120 =`:.ism ,.. 126 N'.m,....,� U ,MEN s REPAIR a.ar as erv�eol.x T m�,� 0 �IEreff � /� T __T It ; L � L-�_, ar va' o,ca ,e •` m soaaoa,os> Lcss.mc, CURB AND GUITER Ea / �snm cavcc>r erscaow /1 id 1 � MONUMENT CASE&COVER suecnwE = uve wv arPan AC S � E �STANDARD El' / MINOR o d 2 y STANDARD CURB / nc cones - I - / MAJO rc[0H[ss `�\ 303,5 TS U a w r0 FOE �. o °.Am.AB „a.naRa :e� �orv '33ektl 'N s ATm_ory T vCUP SP.JCrvr. .°� „arn : STANDARD CLEANOUT q�„-p, r�`Swv6er rr.•l�iAe.moo TMB WA, �°•L,�.� t o,av Go• �s9M...,. """°"�"' CURB KNOCKOUT v.w., �`"'^`.om ones MONUMENT ..e.'O°"".m� - ........,.... r m m� RARRCAOE 192 e 0uE L JI SIDEWALK ADJACENT TO CURB 0 ou,o eox P of mTM �I� smvm s L v OL.wc k PDi PLUMED PRDIKER c ors as c 0E RP D T� T `�LIMIA, I�� � � j CONCRETE IHMUSI BLOCK,..HEDULL SIDEWALK WITH PLANTER ' < P,OUHm ruOrva crE oe aL,c..roN Pu, a - STRIP AT CURB �0r un so- W L PERMANENT OTES �l �e�saP �a,ory rv� �r� P.O�,arv, _ T NOTES L I�iI �.,ary.ry aL,�rvar aPPso�a ,aca, „P,rvrv. � sm°^""A" ^°°R" CONCRETE P. I _ .mvarvr.nc.nw :Roc a E oxs aP nsooavc TEMPORARY o x°w.e o waaev xa wxuE ~� FEET (r�i, J ... E m.w..anm rP a= 3/! &i• :nn °o�...v `4°mm°� ANUARU THRU :aw 503 --.ry" "'- �,�^ WATER seawcE 520 "-' .w.r_m �-_•,, AssEMRLr 542 ;r...m W"'.:;W BLOCK 560 a .. ;�w, � RLawoPP 570� D1 du- L aL. i Fii1.°1`1,7° „,,;°,4,.- ,1 4„: "121: '""''' 0 —.0 ''''":'''''' --..... r,41 0 LIFI ril.,-,,, Fi=FT..,— p 141ATAT.TA V.:. 0 CDI ,=0,.,==. .1Y.,Z '''15VeIV,,,,,,,,„,pL„,, ki• 6g :=7„!?, .., ,. ,, ' __ ) ±°!_,Y 1, / contr.FootorioArLENE Room .,.... SANITARY STORM . 4=44 ,,.,.,, _ ,..„,„,,, ; MATERIALS; � T I`` I a ', _ �F .. mile ,e ring CLEANOUT FRAME DETAIL '.i::erw$w r M m'[ w..a MANHOLE STEP R 9 SUBURBAN AND�STANDARD .E ,me,µ„v 1 H AND COVER C&AINVo: Smiu STANDARD MANHOLE (l�lWv 1VQ CYsnlM1i� Smim STANDARD CLEANOUT CHe Ty Sevmg a.,r.,.�.e ox,x�xc vc.im .,.:.r-., �+—,v,-• MANHOLE FRAME AND COVER CI STANDARD Swim -v. •„w"-.,•,.__,. A .x..°�uc rvo.Sao 2,216.2 vo.ono ad.d.m. . 6 -I S t .I._ �� 1 -- AL I• •• < LJ u VIE ••W 0 ' PLAN T,Ar wiip4RFA �._� TT , ,,F° � iV�ii 1 x roil .,u.r �� P / ..u, C nx, PLAN NEW � �1I ` 0 c• a 0 J •'�.. SECTI ■ - • E@ J �.� m.� �n DNA DN x e ' SE°„DN e B SECTION A-A SECTION A-A SECTION Igalt. a :' :rs xErNT N,.�.,�, �n ©MN� AREA DRAIN 7 GUTTER C CURB GUTTER&CURB INLET CATCH — DAP0 CORNEA ^8 DITCH INLET ip INLET CATCH BASIN CI NNc „..., ' MAME.no.vvo TYPE .,.,,°--.('k. "5.,. oearnno rvo zu (CG 2) w.av,b. -•�-.,,.., BASIN(CGOP 222126 NO 62)REINFORCEMENT N.aa,.,5., I."" „„_ - 128 ..w uc..so .M„°zv, _"" LI a • Ti,n P5E'd- n _ — 6'FROM RAC —9]1 —1 HIE 1/P ,/// — � 31 I ENISHED SECTION a a _.'l i®i M 6. OvcRETE\ \ E,.. a.,w, W uF1 11 •#r _MIF, FRONT VIEW SIDE VIEW cfl.ei,tiR .,,.a. .v xe�yue A ..a. a.,,°,.,. ",mm A,. D.T.S. Iv.T.S. —'I .«°� .a«.. I ,,.. ,tea... CONTACT. 6 E ,= N A US POSTAL SERNCE PLAN --- _a HOARD BRANCHtr•t411.4=4 on s. 0 ` J ,,.,:.o w.,,...LL.,w-..,,.,.... ...-,......z uw. BOB PEiRIE ,u rwar vu.E.ac nry m n v.r°°e. DITCH INLET w e,vs ...x° CLUSTER MAILBOX A,,,, "" ".A ye •-- WATER QUALITY oa. ,,, ,,., i . , STANDARD N w V � V FRAME AND GRATE ('leax S es MANHOLE © W r Sevmn T-�TGT♦>tTJ �—=:• °"� wa xvoruxr i.aunox 5T5 � w.w..•.• �n..o� T LL m�wuc uc.zoo -...._ °°'•°• •"• 1 11P.1t1LL 'PROJECT SUM NOCE , NO ..-,go 11 aa,"SaIST/: n--_-_.-,,,, u. ,,, D,,, NNG „n .,^.^'� „E N Aw�AD,� a WATER PEP PLAN S rT LI ILLS br, �sDO TO RRP.. �wETY s Dx,,,,, p . )I� s BRASS PO EL PLAN lief 1,1.k e N vent F �3 SJR _ sus .1Fry ew •i u+N 'mx o'a I__ E—,L.Os -� vARIEs L AUN,eIY . :: D. N - L— 9LO0 EN BOX D. D. LEVATION I ,/v_ + Wo en m`o aosasC �50 VENT nsa 4 LOCATE RED e/P . .,,cxxn�PROVIDED w 0. n�en m — .22 s M P N/ u`',wrN MMP INC I _+..<.= nncA-awxw a%,T CeA irn:Sg OOU BoI£anws °....o E - eP E- wCI TEWZrs .o. c ... I2 / /F NL __ 1'COMBINATION .mx° xo•w " _ wv, rennTcn 8RR - ^ -- �— DOUBLE CHECK wv. �. , yM.y.„ ww._•= ABBEMBLT 530 — o a, x I li_ UN ass MAN v - 13'eip HarvoaAn. ,�� ,n nAwE Dc.nE I« ,r '" TT.,xy ! ' d M SIDES SiA1R AY s�ovNs� r LASING \\\ < F p ASP GPO RP PIPE ■ p�� ' I/z'RALIUS �' ��/ 4p ems+o -CHOW FRIES @@ pp x SLOPE[]REA - x��s L z '1 Moe Ai 1/6/f°i MOEs�x e /. Eion oc_.a sn. xE PGC.Pm PAM ,4.EQUALLY swo ry,save —\ � s. Tn-As REHAR LIES T.>vcc .I' , - - iroEGVEACN �4� / E EE� - �� - x u, J tTMI �� i u.� tisa ax III i v�°sr�:av EMAcwInl N,ISi (y��J ^ a Ir,s W 1 a a'ca' SALIPPGEr nox �Jr **\' �° I}'PIPE HANOM AND P056 / PRON.HEAVY BROM REISN COrvoeere sae uxc 4 E. g s T OlR. ¢ I t rri vik -A I.c olla uS,69 n1 REBAR ES % 11'e N ® xN NOTES SLOP LOPER PPP PIA a m-v'u c.E src ��/• �3 61 II ,"EAR STAIRWAY 4,44 AT TICI 14'MIN. 6"M BURY ,�� ,N \ sn d' ,axo.Dso R usr.so ev s v s `KV �` 22..41 g. no swr ;4111 DN SECTION YEW \ YYµµ E6AR�oMC510E5 •� ,a511/4. FMPLNC SiA 572 „�y„„„ u �a ARR VACUUMTVALVE 597 A. _ STRADDLE BLOCK 5j"' POR(4 REDO EA N RAIUINV'P P4" STAIRWAY DETAIL W. _ ,.. NOT InCAIE OPTS DE„B.F. PM PALL< IP 3/o'DA R\ PD cx r �� .�Tawl s Ey... 4f9 c sn yw ` naxsTmsl usoiuDC `EAex° QJ JS MAINTENANCE ACCESS 2. 2. 1111 as,saa�, la rvaa A ** 0"' PEDESTRIAN PATH AR BIKEWAY ,)vA Stu CREPT. Ei.EiLF w = BA4FiN< nD ;74'4.�an D4E.Dnry O ' A ,0,P.2T 22D E 2DE,2De �)oK w,xrv�l�n E E I E EAD T ' F—„-, q - q CONCRETE PAD _ .�...,. PR FLY (PROJECT JET B ROCE 1 x,o=.,,I<oz-nnTn.a.,n=x.,orzLA, E„EEr.o s,n,r, n.-,.n.,.,.n ...l:d.. .... PEDEBTR nr/a KE PATH 166W, VALVE SOp•� (TYPE COt91gJCTpN ' N1 OG a 4 HIGH ORAN NS IELCTION 4E m FENCING WITH STEEL POSTS @ d M 8'MAX ML SPACING g t -- I— Li gg 1 —I--- I1 11 1 1 a '0 TEMPORARY CONSTRUCTION I FENCING DETAIL o FOR TREE PROTECTION c 1 8 os 1 0 Ce- A CTSAAR.. ,