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HomeMy WebLinkAboutPlan, Tentative APPLICANT 8/5/2010 @ .. REMOVE EXISTING SANITARY SEWER PIPE OR ABANDON IN PLACE '. . @. REMOV~ AND REPLACE EXISTING SANITARY SEWER PIPE AS NOTED .~~ 4. RECONNECT NEW SEWER PIPE TO EXISTING SEWER AT ABANDONED ~ . BUiLDING IF SO DIRECTED BY CITY . @ RECONNr:;CT NEW SEWER PIPE TO EXISTING SEWER AT BUILDING fJY\.,. CONSTRUCT 4" PVC SANITARY SEWER PIPE. ASTM 03034. SDR 35 ~; OR EQUAL. INCLUDE lRACER WIRE PER APWA. ~13. 2. CONS. TRUCT.. 4" pva SANITARY SEWER PIPE, SCHED. 40, ABS .~. OR APPROVED EQUAL. INCLUDE TRACER WIRE PER APWA. ..... .. ....'C NST OCT 6. V. $ IT . WE IP. AS M 3034. SDR 35 OR ..ft33\ ..!:QUAL . CQORDINATE WITH PLUMBING PLAN TO CONFIRM LOCATION v::.:2 WHERE' wAS1'eWATER 'L1NE CONNeCTS TO BUILDING SEWER. CONNECT TO, EXISTING SANtT ARY SEWER SERVICE LATERAL. VERIFY ~'SIZEAND lOCATION OF EXISTING LATERAL AND NOTIFY ENGINEER .~. .. .'FI' INGS PRIO r LAYING ANY PIPE @ .~OR APPROVE.D EQUAL. . (;;;'.\.141. . CONS. TRueT 4" PVC STORM DR. AINAGE PIPE. ASTM 3034, SDR 35 . ~ . OR' APPROVED EQUAL. INCLUDE TRACER WIRE PER APWA. CONSTRUCT 6" PVC STORM DRAINAGE PIPE, ASTM 3034, SDR 35 OR APPROVED EQUAL. INCLUDE TRACER WIRE PER APWA. CONSTRUCT S" PVC STORM DRAINAGE PIPEt.. ASTM 3034, SDR 35 OR APP~OVE;DEQUAL. INCLUpE TRACER WIKE PER APWA. @ S @ @. @ CONSTRUCT 4" SCHOo 40 PVC DWV STORM DRAIN PIPE OR APPROVED E~UAL.INCLUDE TRACER WIRE PER APWA. CONSTRUCT 6" SCHD. 40 PVC DWV STORM DRAIN PIPE OR APPROVED EQUAL. INCLUDE TRACER WIRE PER APWA. CONSTRUCT CONTINOUS 4" FOOTING DRAIN PER DETAIL IN STRUCTURAL PLANS. @)CONSTRUCTSLOPEDAREAD.RAIN PER DETAIL ON SHEET C-004 150 STO GI.BSON STEEL DITCH INLET, MODEL GDI-42-HB . . OR APPROVED EQUAL @'CONS.TR.UC.TCATCHBA.SINWITHFILTRATIONPERDETAIL ON SHEET C-004 151 . STDGIBSON STEEL 24- SQUARE CATCH BASIN, MODEL MPCBFI0-42HB . :WITH FLOGARD FILTER INSERT MODEL FFGS24DS OR APPROVED EQUAL @ @ @ @ @) @ @ @ @ @ @ @. @ @ @ @ COS .. SUB .. STD .. RD .. o CDNSTRUCT RAIN GARDEN STORMWATER TREATMENT FACILITY PER DETAIL DN SHEETC-004, INCLUDING RG OVERFLOW DUTLET AREA DRAIN. CONSTRUCT AREA DRAIN . h;;, " '" .STD GIBSON STEEL 12- LANDSCAPING MINI-BASIN, MDDEL LMBIO~1220HB-4 INSTALL TEE AS NOTED INSTALL 6" TEE & 4" REDUCER EACH WAY CONNECT FOOTING DRAIN WITH 4 X 4 TEE & 4" FLAPPER VALVE TO. PREVENT BACKFLOW FROM ROOF DRAINS INTO. FOOTING DRAIN. CONNECT TO. Ro.OF DOWNSPOUT PER DETAIL ON SHEET C-004. CONFIRM DOWNSPo.UT LOCATIONS WITH ARCHITECT &IOR BUILDING CONTRACTo.R. Co.NSTRUCT S- WATER MAIN (C900 PVC OR EQUAL) Co.NNECTlo.N AT AT MAIN LINE SHALL.BE BY SUB. (INCLUDE TRACER WIRE PER APWA) CONSTRUCT 6" WATER LINE .(C900 PVC OR EQUAL) TAP FROM 8- MAIN TO' WEST AS SHOWN. CAP AND MARK WITH 2 X 4 & TRACER WIRE. CONSTRUCT 4" WATER LINE (C900 PVC OR EQUAL) TAP FROM S- MAIN TO. EAST AS SHOWN. CAP AND MARK WITH 2 X. 4 & TRACER WIRE. CONSTRUCT 4~ WATER LINE (C900 PVC o.R EQUAL> FROM BUILDING TO FDC Co.NNECTION AT STREET. INCLUDE TRACER WIRE PER APWA. CONSTRUCT .2/1 WATER LINE (SCH 40 OR EQUAU TAP FROM S" MAIN TO. METER & METER TO. BUILDING. COORDINATE WITH PLUMBING PLANS Fo.R Co.NNECTION TOBACKFLOW PREVENTER IN BUILDING. INCLUDE TRACER WIRE. INST ALL FDC AS SHOWN PER COS FIRE. LIFE, AND SAFETY REQUIREMENTS. SEE FIRE SPRINKLER CONTRACTOR PLANS. INSTALL S" X 2. 4, OR 6" TEE AND 2. 4, OR 6" VALVE PER PLUMBING CONTRACTOR SPECS. USE PROPER THRUST BLo.CKING. OR MECHANICAL RESTRAINTS PER APWA. INSTALL 8" VALVE, PER PLUMBING CONTRACTOR SPECS. POWER DROP AND UTILITY C.ONDUITS (POWER, PHONE, CATV) FROM POLE Po.LE TO TRANSFo.RMER BY SUB. INCLUDE TRACER WIRE AS REQUIRED. ON SITE TELECOMMUNICA Tlo.N AND ELECTRIC SERVICE Co.NDUITS BY ELECTRIC Co.NTRACTOR. (REFER TO ELECTRICAL PLANS FOR REQUIREMENTS & SPECIFICATIONS). INCLUDE TRACER WIRE PER A WP A AS REQUIRED. CITY OF SPRINGFIELD SPRINGFIELD UTILITY Bo.ARD STANDARD DRAWING 5T ANDARD. No.T A TION FOR Ro.ADW A Y DRAINAGE DETAIL DRAWINGS IN 200S OREGON STANDARD DRAWINGS UTILITY PLAN -1\ , o ~\" V AUL T P a ,,'l- ~ ~/S)':> P.POLE ~[~~~E N~~T;rB6~~~X~~CE SANITARY SEWER 160.45 CONCr- ~.A ~ NO. 99097 \ ~ MIINllOlE ST.. 9<507 RI~ FLR DRN J . ~ ~ . ~}l $ANIT ARY SEWER Q.; :i? RIM " 460.99' 4 fL 4S/.95J ~ I>..I>..,:>I>..?':> ~ ~ jiANHOLE STA. 4+68.4 .~ ~ EX ca. NO.1 P.POLE IE. 455.5' P.POLE NO ~~~)~~ \ I~' @-a,~, 255.0' 305 RI[: ~~~:~~. --J. ; 2 flMri s~~~i.~ 1 ~ 99096 NO. 99099 . 131 SOLLARDS WI CHAIN - - - / ............. . -' - / -~----- f J ____..:,,-'--- _ ____~F=:: -~~~-~-~-~=:-:--:;:. ~....; .':- T.f'~ ~:"'". . "~~. -:-: - ." @ ,- ::--: . · r -f:. ix :,i;i~-~: · ~ ~'. -<}: RJ t ~ .' ,A _ @- 1 . ". . /. '" !'. . ~ . . '. '0 f:O 1w.J . AL~EY. . .' . ~. ." . v ..' .d. .: . "_ \ _~ ." ." '. <~ EX S' $Mi-'. . , . ~ . ." ~. ,,' ..' ." . . .: S '. .' t. A' '. ". . .: ~ ~~: ":'r": .~ . ':. ~ ~.L~... ~LLEY GlI \I ~-v \r if '*8' SAN- A:.=I"_ At. ,. b ..,.. 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I . fl . 1 NEW CONCRETE SIDEWALK 4' PCC ON I" CR I 40 lr! '" ()) f'--..-------1 I' . A. , . I .'",' Jo . ~ l..':'_":'_~_":_.!:'J EXISTING AC PAVING TO REMAIN EXISTING CONCRETE TO REMAIN OR NEW CONCRETE UNDER ROOF 10 20 I ,~ r:-.o: 7' -.~ A :-- -.. .T ., t-. t ....... ..... 1 .....;.....:..,0.. I",', , .... '" '."1 L'..:~ _"':.:..:"':~"..J s ~ IE ~ EX FENCE ALONG EAST. WEST. &. SOUTH BOUNDARY TO REMAIN EXCEPT APPROX 12' ON MAIN STREET WHERE THE EXISTING APPROACH IS TO BE WIDENED. INTERIOR FENCES ON TAX LOTS 4600. 4700. & 4800 AS WELL AS THE FENCE ALONG THE NORTH BOUNDARY OF SAME TAX lOTS ARE TO BE REMOVED. ,............., I . . L............ EXISTING BUILDING TO REMAIN EXISTING TREE TO REMAIN SEE EXISTING SITE CONDITIONS PLAN TO SEE TREES TO BE REMOVED AND THE INDEX LISTING OF SIZE & SPECIES FOR TREES SHOWN ON THIS SHEET 17 0.3 35 41 TL 5000 · PROPOSED VARIABLE WIDTH PRIVATE JOINT ACCESS AND UTILITY EASEMENT & MAINTENANCE AGREEMENT SEE EASEMENT REFERENCE 3 " , , FOR CLARITY. EXISTING IMPROVEMENTS THAT ARE TO BE REMOVED IN THE AREA OF THE NEW IMPROVEMENTS HA VE NOT BEEN SHOWN ON THIS PLAN. PLEASE SEE EXISTING SITE CONDITIONS PLANCSHEET COOl) TO SEE ALL EXISTING IMPROVEMENTS ON THE SITE. SEE ARCHITECTURAL PLANS FOR DET AILS OF REFUSE AREA. SEE LANDSCAPE PLANS FOR L OCA TION OF IRRIGA nON SLEEVES. SOIL AMENITIES &.DEPTHS IN PLANTING AREAS. --= SThI ---- General Notes EASEMENT NOTES 1. UNLESS OTHERWISE NOTED. ALL CONSTRUCTION SHALL CONFORM WITH THE OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION (2002), THE PLUMBING CODE. APWA, AWWA, AND OTHER APPLICABLE STANDARDS. 2, REFER TO. THE SITE DIMENSIONING. GRADING, AND EROSlo.N &. SEDIMENT A TION CONTRo.L PLANS FOR ADDITlo.NAL SITE IMPROVEMENT SPECIFICATIONS. 3. EXISTING FLOWLINE ELEVATIONS AT UTILITY CONNECTION POINTS ARE ASSUMED BASED o.N AVAILABLE AS-BUILT INFORMATION. IT IS THE Co.NTRACTOR'S RESPo.NSIBILlTY TO POTHOLE AND VERIFY THE EXACT Lo.CA Tlo.N AND ELEV A TION OF EXISTING UTILITIES PRIOR TO LAYING ANY PIPE ON THAT SYSTEM. . 4. THE SITE WORK Co.NTRACTOR SHOULD Co.ORDINA TE WITH THE LANDSCAPING CONTRACTOR Fo.R THE Lo.CA TION OF ANY NECESSARY IRRIGATION CROSSINGS. 5. THE SITE WORK CONTRACTOR WILL NEED TO Co.ORDINA TE WITH THE DESIGN BUILD CONTRACTORS Fo.R THE INST ALLA TION OF ANY REQUIRED CONDUITS. 6. PROVIDE CLEANOUTS ON STORM AND SANITARY PIPES IN ACCORDANCE WITH PLUMBING Co.DE REQUIREMENTS. CLEANOUTS SHALL BE INSTALLED EVERY 100', EVERY 1350'S IN BENDS, &. W/IN 5' OF THE BUILDING, SEE CLEAN OUT DET AIL ON SHEET C-004. ? THE SITE WORK CONTRACTOR SHALL Co.ORDINA TE WITH THE UTILITY PROVIDER AND THE ELECTRICAL CONTRACTOR FOR REQUIRED CONDUIT SIZE, LOCA Tlo.N AND CONNECTION POINTS Fo.R POWER, PHONE, AND CABLE TV. EASEMENTS TO BE GRANTED AS SHOWN HEREON OR AS MODIFIED DURING SITE REVIEW AS REQUIRED. 8. THE SITE WORK CONTRACTo.R SHALL BE RESPONSIBLE FOR CONSTRUCTING SANITARY SEWER AND WATER SUPPL Y LINES TO. THE BUILDING AS SHOWN HEREON. ALL SANITARY AND Po.TABLE WATER FACILITIES WITHIN THE BUILDING, INCLUDING Ho.SE BIB CONNECTIONS AND THE TRAP PRIMER LINE TO. THE TRASH ENCLOSURE DRAIN, SHALL BE THE RESPo.NSIBILlTY OF THE PLUMBING CONTRACTOR. 9. BACKFLOW PREVENTION DEVICES TO BE PLACED INSIDE BUILDING PER SPRINGFIELD UTILITY BOARD (SUB) STANDARDS, SEE ARCHITECTURAL PLANS FOR DETAILS. WATER METER SET IN SIDEWALK AS SHo.WN PER SUB STANDARDS. 10. FIRE PREVENTION FACILITIES PER OMUD &. SWINNEY. INCLUDING BUILDING SPRINKLER SYSTEM & THE FIRE DEPT. CONNECTION (FDC) SHOWN ON EAST SIDE OF SHARED DRIVEWAY AT MAIN STREET. FDC AND LINE TO. BUILDING TO BE SIZED BY OMLlD &. SWINNEY IN Co.NJUNCTION WITH SPRINGFIELD FIRE LIFE &. SAFETY. ONLY SHo.WN HEREON FOR REFERENCE. 11. ALL WATER, ELECTRTlC, PHo.NE, GAS. 6. CABLE TV FACILITIES ARE DESIGNED BY OTHERS AND MUST BE VERIFIED (SIZE. LOCATION. AND FACILITY) ON THE APPROPRIATE PLAN SET. 12. ALL PIPING WITHIN 5' OF BUILDING MUST BE SCHD. 40 (DWV FOR STORM AND ABS FOR SAN SWR). ALL NON-METALLIC PIPING MUST HAVE TRACER WIRE INSTALLED PER APWA AND CITY STANDARDS. 13. ALL WATER LINES MUST BE PRo.PERL Y FLUSHED AND SANITIZED PER SUB STANDARDS PRlo.R TO OPENING ANY VALVES AND PROVIDING ANY WATER IN THE NEW SYSTEM. CONTACT SUB WATER DEPT. TO. VERIFY REQUIREMENTS. I. 2. 3. 7.0' EASEMENT TO SPRINGFIELD UTILITY BOARD FOR WATER. 7.0' X 153.5' EASEMENT TO SPRINGFIELD UTILITY BOARD FOR ELECTRIC, VARIABLE WIDTH PRIVAtE JOINT ACCESS AND UTILITY EASEMENT AND MAINTENANCE AGREEMENT. r:-th ~; DRCc....a:A-OCO'Lq ~ ~~tdJ\~ #fl'jtL;4p~ tofl 'l""l ~ 00 ~. \J ~ AO ~ ~ ~ n ~ Z~J ~71 ~ 0< M!- 1 i ~~~ ~n~ 1ZI 1ZI 'l""l ~ ...... 0\- ~ ,. r,iq IZJ oW B fIJ ~ .s' ('f) .... POAGE lJNGINBBRING & . SURVEYING IN.C. 1',o.IOX,uJl',1VllIIlJ. ~)f19l (rll)SIfJ~ (fAX) WJ~ lexmes: 6..30..2012 REVISIONS 1 7/29/10 - DPS 2 3 4 5 Q Q OC) q. ...... otS ..... (:) ... ...... 0 CD <0 orr:t . 0:. 0 0 .. a en 0 .. Z Q I- ..... ..... W I- - Z u. ..- (!.l ... W z , - It) :E a: C9 a.. I (I) (It) l- e I IX: .. ...... I- ..- <C w ,; w 0 a: z c.. t- 0 0.. <C c( w z :s a::: - < < U) <C (.) :e ... a:: >- a: N 0 00 (/) W 0 - I- ..- U) LL -J ...... W W N 0 <C :c ...... U) (;) CI) ... < UTILITY PLAN OA TF JUL Y 29. 2010 FILE NO.. 403SUTL4.GCD OWN BY. MJK/DPS 0-002 EJ AUG - 5 2010 By:_. . ~ ! --''''~~..~r';'".'~