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HomeMy WebLinkAboutPlan, Tentative APPLICANT 5/17/2019P. 7.00' PUE I AREA TO E DEDICATED _ LAND PARTITION PLAT NO. 2017-P2720 PARCEL 1 Existing Shed (to be removed) LOT 8 .6" eciduous 7965 sf 'Deciduous LOT 7 7960 sf 7" Map te C. •10 Deciduous 30 Cedar 30" Cray Maple 12 -fir 12" .Fir, 12" tL 12" Fr 10, ]i 12 Fr 12"� If, •12" _ R P. 7.00' !Zl PUE #� f 12" Fir P. PUBLIC 1 „ 12" Rr� SLOPE „ EASEMENT f 12" Fr 30" �e or. C12:)Q1 #y Ki ## # { P. 5.00' PRIVATE -� #1 {f 12 !e WASTEWATER EASEMENT ## „ I LOT2 '`12" Map#e ' LOT 6 # # # 6450 sf LOT 3 5700 sf N # # 17 Maple 8133 sf (including pole) #� # # 6898 sf (excluding pole) u Existing House i 1 + P. 5.00 STORM —t —--t----;---i—ti-- # DRAINAGE EASEMENT # f ----1-----------------------4------ P. 26.00' PRIVATE -----------#— JOINT USE ACCESS AND UTILITY EASEMENT I --1 -------'r— -------- — — I �---------- ------------- LOT 4 P. 5.00' P. 7.00' fl 8170 sf (including pole) PRIVATE UTILITY PUE --- __ OT 1 6935 sf (excluding pole) EASEMENT 6423 s ,I # LOT 5 5700 sf P. PUBLIC y Existing Shed sLOPE 01 EASEMENT I (to be removed) a # 0.4"Apple /I # 11Apple 7.0' PUE AND SLOPE Hedge F EASEMENT i LOT 10 LOT 9 LOT 8 LOT 7 + 7.0' PUE ; 1 I RIDGECREST ESTATES A� MENT 1 I 1 t 1 + � 1 e ----------------------------------------------------------------------------------------------------------------- -------------------------------- ( a I(t j 1 i#' RIDGE CREST DRIVE ------------------------------------------- I----_-_-_-_-_--------� 1 PLANNING NUMBER XXXXXXXXXXXXXX ASSESSORS MAP: 18-02-04-14 TAX LOT. 00400 12". Fir - V) 14"• Fir tiCgdar 0" Fir LU U 115 LO N MMM TIMOTHY PLACE LAND DIVISION TENTATIVE PLAN COVER SHEET NE 1/4, SECTION 04, TOWNSHIP 18 SOUTH, RANGE 2 WEST, WILLAMETTE MERIDIAN SPRINGFIELD, LANE COUNTY, OREGON DATE PREPARED: MAY 2019 SHEET 1 # Deciduous I VICINITY MAP NOT TO SCALE I P. 7.00' f-10— PUE 0 i i LOT 9 —' 7251 sf -07" eciduous PROPERTY INFORMATION SITE ADDRESS: 895 S 57TH STREET eciduous SPRINGFIELD, OR 97478 \Vir 7" Deciducus PROPERTY RICK SORRIC OWNER: PO BOX 10092 ` " Q 17eciduous # " j EUGENE, OR 97440 i APPLICANT. RICK SORRIC { 1 - PO BOX 10092 EUGENE, OR 97440 �# LOT 10 I �t 7245 sf i t DESIGN TEAM LO J214 Cedar#— i PROJECT METRO PLANNING, INC • • • ' r--�-- -• --�J COORDINATOR: JED TRUETT, AICP I # 846 A STREET V i SPRINGFIELD, OREGON 97477 PH: 541-302-9830 C: 541-915-6458 7" cedar • 12" Deciduous SURVEYOR: OLSON & MORRIS LARRY OLSON, PLS 3080 Q STREET SUITE 200 'A LOT 11 z 112 Cee 5825 I # 0 ' SPRINGFIELD OREGON 97477 sf > PH: 541-302-9790 i P. i E SLOPE PUBLIC ' t ca m ENGINEER: OLSON & MORRIS EASEMENT I #— SCOTT MORRIS PE # /I j � 380 Q STREET SUITE 200 SPRINGFIELD, OREGON 97477 # iPH: 541-302-9790 P. 7.00' P. 5.00' PRIVATE PUE WASTEWATER ,t 1/ I (� EASEMENT I # w o I c� LOT 12 5825 sf "Ned-------- -----0 t P. 14.00' PUBLIC # .�a 11S U WASTEWATER EASEMENT a' SHEETINDEX SHEET 1 COVER SHEET J LOT 6 SHEET 2 EXISTING CONDITIONS SHEET 3 PROPOSED PLAN 7.0' PUE C-2.0 SITE GRADING PLAN AND SLOPE C-3.0 UTILITY PLAN EASEMENT C-4.0 PAVING, LIGHTING & SIGNAGE PLAN C-5.0 CIVIL DETAILS C-5.1 CIVIL DETAILS SCALE 1" = 30' 30' 0 30' 60' 1 FOOT CONTOUR INTERVALS (NAVD88 BASED ON UDAR DATA BE44122A8) eh--�c ucl ®ate Received MAY 17 2019 Original Submittal PLANNING NUMBER XXXXXXXXXXXXXX ASSESSORS MAP: 18-02-04-14 TAX LOT: 00400 TIMOTHY PLACE NE 114, SECTION 04, TOWNSHIP 18 SOUTH, RANGE 2 WEST, WILLAMETTE MERIDIAN SPRINGFIELD, LANE COUNTY, OREGON DATE PREPARED: MAY 2019 SHEET 2 VICINITY MAP NOT TO SCALE LAND DIVISION TENTATIVE PLAN PREPARED BY AN OREGON LICENSED LAND SURVEYOR. THE LAND DIVISION TENTATIVE PLAN IS PRF,PARED .4ND SIGivED BYAN OREGON PROFESSIONAL LAND SURVEYOR, LAWRENCE OLSON PLS 655, EXPIRES 1213112020. CITY BOUNDARIES, THE URBAN GROWTH BOUNDARY, AND ANY SPECIAL DISTRICT BOUNDARIES OR RAILROAD RIGHT-OF-WAY WHICH CROSS OR ABUT THE PROPOSED LAND DIVISION. THECITYBOUNDARY, AND URBAN GROWTHBOUNDARYARE SHOIVN ON VICINITYMAP THEREARENO SPECIAL DISTRICTS, OR RAILROAD RIGHT. IM THAT CROSS OR ABUT THEPROPOSED LAND DIVISION LOCATION AND WIDTH OF ALL EXISTING AND PROPOSED EASEMENTS ON AND ABUTTING THE PROPOSED LAND DIVISION. THELOCA TION A AND WIDTH OFALL EXISTING AND PROPOSED EASEVENTSARESHO WNHEREON BOUNDARIES OF ENTIRE AREA OWNED BY THE PROPERTY OWNER, OF WHICH THE PROPOSED LAND DIVISION IS A PART, AS WELL AS DIMENSIONS AND SIZE OF EACH PARCEL AND THE APPROXIMATE DIMENSIONS OF EACH BUILDING SITE INDICATING THE TOP AND TOE OF CUT AND FILL SLOPES TO SCALE. THE BOUNDARY OF THE ENTIRE PROPERTYOB'NED BYRICK SORRICISSHOWNHEREON THE DIMENSIONSAND SIZE OFEACHAMCEL. THE APPROXIMATE BUILDING SITELOCATIONAND DIMENSIONSARE SHOWN ON OLSON& MORRIS ENGINEERING PLANS. LOCATION AND TYPE OF EXISTING AND PROPOSED STREET LIGHTS, INCLUDING TYPE, HEIGHT, AND AREA OF ILLUMINATION. THEREARE NO EXISTING STREET LIGHTSADJACENT TOSUBJECTPROPERTY. THE PROPOSED STREET LIGHTSARFSHONYONOLSON& MORRIS ENGINEERING PLANS LOCATION, WIDTHS, CONDITIONS, AND NAMES OF ALL EXISTING AND PROPOSED STREETS, ALLEYS, DEDICATIONS OR OTHER RIGHT-OF-WAYS WITHIN OR ADJACENT TO THE PROPOSED LAND DIVISION. PROPOSED STREETS SHOULD ALSO INCLUDE APPROXIMATE RADIUS OF CURVES AND GRADES AND RELATIONSHIP TO ANY PROJECTED STREETS AS SHOWN ON THE METRO PLAN, TRANSPLAN, CONCEPTUAL DEVELOPMENT PLAN, OR CONCEPTUAL LOCAL STREET MAP. SOUTH57TII STREETLOCATION AND WIDTH IS SHOWN HEREON, THE CONDITION IS THAT THEREARE CURB GUTTER, AND SIDEWALKS ONBOTH SIDES OF THE STREET. SOUTH 57TH PLA CE L OCA TIONAND WIDTHISSHOWN HEREON THE CONDITION IS THAT THEIRE CURBSAND GUTTERS, SIDEWALKS ONBOTHSIDES OF THESTREET. THEREARE NO CURVESIN THE PROPOSED STREET. THE PROPOSED SOUTH57 PLACEDEDICATIONISSHOWN HEREON. THEREARENO PROPOSED ALLEYS, OR OTHER RIGHT-OF-WAYS WITHIN OR ADJACENT TO THEPROPOSED LAND DIVISION. LOCATION OF EXISTING AND REQUIRED TRAFFIC CONTROL DEVICES, FIRE HYDRANTS, POWER POLES, TRANSFORMERS, NEIGHBORHOOD MAILBOX UNITS AND SIMILAR PUBLIC FACILITIES. THE LOCATION OF EXISTING TRAFFIC CONTROL DEVICF,S, FIRE HYDRANTS, POWER POLES, TRANSFORMERS, NEIGHBORHOOD MAILBOX UNITSAND SLIIIIAR PUBLIC F4 CILITIESARE SHOWN HEREON. LOCATION AND DIMENSIONS OF EXISTING AND PROPOSED DRIVEWAY. THE LOCATIONAND DIMENSIONS OF EXISTING DRIVEWAYS ARE SHOWN HEREON. THF LOCATIONA:VD DIMENSIONS OF PROPOSF,D DRIVEWAYS ARE SHOWN ON OLSON& MORRIS ENGINEERING PLANS. LOCA77ON OF EXISTING AND PROPOSED TRANSIT FACILITIES. THE CLOSEST TRANSIT F,4CILITYIS LOCATED AT MAIN STREET AND 42ND AVENUE, ROUTE 11-THOUTON LOCATION AND WIDTH OF ALL EXISTING AND PROPOSED SIDEWALKS, SIDEWALK RAMPS, PEDESTRIAN ACCESS WAYS AND BIKE TRAILS - THE L OCA TIONAND RAILS.THELOCATIO.NAND 97DTIIOFALL EXISTING SIDE WALKS, SIDEWALKRAMPS PEDESTRIAN ACCESSWAYSANDBIKETRAILSARE SHO UHEREON THE LOCA TIONAND WIDTH OFALL PROPOSED SIDEWALKS, SIDEWALK RAMPS, PEDESTRIAN ACCESS WAYSAND BIKE TRAILSARE SHOWN ON OLSON & MORRIS ENGINEERING PLANS LOCATION, SIZE AND TYPE OF PLANTINGS AND STREET TREES IN ANY REQUIRED PLANTER STRIP. THERE IS NO PLANTER STRIP. NO LOCATION; SIZE OR TYPE OFPLANTINGS OR STREET TREES Sh'o; ' ! LOCATION AND SIZE OF EXISTING AND PROPOSED UTILITIES ON AND: ADJACENT TO THE SITE INCLUDING SANITARY SEWER MAINS, STORMWATER MANAGEMENT SYSTEMS, WATER MAINS, POWER, GAS, TELEPHONE, AND CABLE TV. INDICATE THE PROPOSED CONNECTION POINTS. THE LOCATION AND SIZE OF EXISTING UTILITIES (SANITARYSEWER MAINS, STORMWATER MANAGEMENT SYSTEMS, WATER MAINS, POWER, GAS. TELEPHONEAND CABLE T19 ONANDADJACENT TO THE PROPOSED LAND DIVISIONARE SHOWNHEREON. THELOCATIONAIVD SIZE OFPROPOSED UTILITIES (SANITARYSEWER MAINS; STORMWATFR MANAGEMER'T SYSTEiVfS, WATER MAINS, POWER, GAS, TELEPHONEAND CABLE M ONAND ADJACENT TO THEPROPOSED LAND DIVISIONARESHOWN ON OLSON& MORRISENGINEERINGPLANS. THE LOCATION OF ALL AREAS TO BE DEDICATED OR RESERVED FOR PUBLIC USE, WITH THE PURPOSE, CONDITION AND LIMITATIONS OF THE RESERVATIONS CLEARLY INDICATED. THEREARE PUBLIC UTILITY EASEMENTS PROPOSED ASSHOW HEREON FUTURE DEVELOPMENT PLAN WHERE PHASING OR LARGE LOTS/PARCELS ARE PROPOSED AS SPECIFIED IN SDC 5.12-120 E. THERE IS NO FUTURE DEVEL OPMENT PLAN NEEDED, BECAUSE THERE ISMO PHASING PROPOSED AND THE PROPOSED LOTSARELESS THAN TWICE THE MINIMUMLOTIPARCEL SIZE (9000 SF). LEGEND — - Sr - - - YF - - - Sr E-1 E0 STORMWATER LINE, CATCH BASIN, CURB INLET, MANHOLE —ww ww ww ww - —® WASTEWATER LINE, MANHOLE w w w w—® GAS GAS GAS SCALE 1"= 30' 1 FOOT CONTOUR INTERVALS W 12' (NAVD88 BASED ON LIDAR DATA BE44122A8) .P OVERHEAD POWER LINE, POWER POLE WATER LINE, WATER METER PHONE PEDESTAL GAS LINE, METER EXISTING CURS RENEWS: 12-31-2020 Gov, floc SOY MAY 1.7 2013 Odginal Submiftal s _ CURVE TABLE CURVE # LENGTH RADIUS DELTA CHORD C1 145.44 9872.05 0'50'39" SO'26'17"E 145.44 C2 200.89 9842.52 1'10'10" NO'29'22"W 200.89 C3 72.63 9872.05 V25'1 8" SV 13'36"E 72.63 C4 72.81 9872.05 0'25'21" SO'38'56"E 72.81 PLANNING NUMBER XXXXXXXXXXXXXX ASSESSORS MAP. 18-02-04-14 TAX LUT; 00400 TIMOTHY PLACE PROPOSED .wf• NE 914, SECTION 04, TOWNSHIP 18 SOUTH, RANGE 2 WEST, WILLAMETTE MERIDIAN SPRINGFIELD, LANE COUNTY, OREGON RATE PREPARED: MAY 2019 SHEET 3 SCALE 1"= 30' 1 FOOT CONTOUR INTERVALS (NAV088 BASED ON LIDAR DATA BE44122A8) VICINITY MAP NOT TO SCALE LAND DIVISION TENTATIVE PLAN PREPARED BY AN OREGON LICENSED LAND SURVEYOR. THE LAND DIVISION TE.NTATIVEPLAN ISPREPARED AND SIGNED RYAN OREGON PROFESSIONAL LAND SURVEYOR, LA WRENCE OLSON, PLS 655, EXPIRES 1213112020. CITY BOUNDARIES, THE URBAN GROWTH BOU'YDARY, AND ANY SPECIAL DISTRICT BOUNDARIES OR RAILROAD RIGHT-OF-WAY WHICH CROSS OR ABUT THE PROPOSED LAND DIVISION. THE CITY$OUND.4RY, AND URBAN' GROWTHBOUNDARYARESIIOIi'.NON VICINITYMAP, THEREARE NO SPECIAL DISTRICTS, ORRAILROADRIGHT-OF-DAYS THAT CROSS OR ABUT THE PROPOSED LAND DIVISION LOCATION AND WIDTH OF ALL EXISTING AND PROPOSED EASEMENTS ON AND ABUTTING THE PROPOSED LAND DIVISION. THE L OCATIONAND IVIDTH OFALL EXISTING AND PROPOSED EASEMEA'TSARESHOWNHEREON BOUNDARIES OF ENTIRE AREA OWNED BY THE PROPERTY OWNER, OF WHICH THE PROPOSED LAND DIVISION IS A PART, AS WELL AS DIMENSIONS AND SIZE OF EACH PARCEL AND THE APPROXIMATE DIMENSIONS OF EACH BUILDING SITE INDICATING THE TOP AND TOE OF CUT AND FILL SLOPES TO SCALE. THEBOUNDARYOFTHE FNTIREPROPERTYOWNED BYRICKSORRICISSHOWNHEREON. THEDIMENSIONSAND SIZE OFEACHAQCEL. THE APPROXIMIITEBUILDINGSITELOCATIONAND DIME,N'SIONSARESHOWNONOLSON& MORRISENGII4EERINGPLANS LOCATION AND TYPE OF EXISTING AND PROPOSED STREET LIGHTS, INCLUDING TYPE, HEIGHT, AND AREA OF ILLUMINATION THEREARE h'0 EXISTING STREET LIGHTSADJACENT TO SUBJECT PROPERTY. THE PROPOSED STREET LIGHTSARESHOWNONOLSON& MORRIS ENGINEERING PLANS LOCATION, WIDTHS, CONDITIONS, AND NAMES OF ALL EXISTING AND PROPOSED STREETS, ALLEYS, DEDICATIONS OR OTHER RIGHT-OF-WAYS WITHIN OR ADJACENT TO THE PROPOSED LAND DIVISION. PROPOSED STREETS SHOULD ALSO INCLUDE APPROXIMATE RADIUS OF CURVES AND GRADES AND RELATIONSHIP TO ANY PROJECTED STREETS AS SHOWN ON THE METRO PLAN, TRANSPLAN, CONCEPTUAL DEVELOPMENT PLAN, OR CONCEPTUAL LOCAL STREET MAP. SOUTII57TI1 STREETLOCATION, AND IPYDTHISSHOFI'NHEI? ON, THE CONDITIONISTIMT HIEREARE CURB, GUTTER, AIbD SIDEWALKS ONBOTII SIDES OFTHESTREET.SO(�lHS7THPLACFLOCATIONANDWIDTHISSHOFI 'HERE011! THE CONDITION IS THATTHER RECURBSANDGUTTERS,SIDEWALKS ONBOTHSIDESOFTHESTREET THEREARE NO CURVES IN THE PROPOSED STREET. THE PROPOSED SOUTH 57 PLACE DEDICATIONISSHOWN HEREON. THEREARE NO PROPOSED ALLEYS, OR OTHER RIGHT-OF-WAYS WITHIN OR ADJACENT TO THE PROPOSED LAND DIVISION LOCATION OF EXISTING AND REQUIRED TRAFFIC CONTROL DEVICES, FIRE HYDRANTS, POWER POLES, TRANSFORMERS, NEIGHBORHOOD MAILBOX UNITS AND SIMILAR PUBLIC FACILITIES. THE LOCATION OF EXISTING TRAFFIC CONTROL DEVICES, FIRE HYDRANTS, POWER POLES, TRANSFORMERS, NEIGHBORHOOD MAILBOX UNITSAND SIMILAR PUBLIC FACILITIESARE SHOWN HEREON LOCATION AND DIMENSIONS OF EXISTING AND PROPOSED DRIVEWAY. THFLOCATIONANDDIMENSIONSOFEXISTINGDRIVEWAYSARESHOWNHF,RF,ON. THE LOCATION AND DIMENSIONS OFPROPOSEDDRIYEW.4YSARE SHOWV ONOLSON & MORRIS ENGINEERING PLANS. LOCATION OF EXISTING AND PROPOSED TRANSIT FACILITIES. THE CLOSEST TRANSIT FACILITYIS LOCATEDATMAI.NSTREETANO 42ND AVENUE, ROUTE II-THURSTON LOCATION AND WIDTH OF ALL EXISTING AND PROPOSED SIDEWALKS, SIDEWALK RAMPS, PEDESTRIAN ACCESS WAYS AND BIKE TRAILS. THE L 0 CA TION AND WIDTHOFALL EXISTING SIDEIVALKS, SIDENALKRAMPS, PEDESTRIANACCESS I AYSAND BIKE TRAILSARE SHO WNHEREON THE LOCATIONAND WIDTH OFALL PROPOSED SIDEWALKS, SIDEWALK RAMPS, PEDESTRIANACCESS WAYSAND BIKE TRAILSARE SHOWN ON OL SON & MORRIS ENGINEERING PLANS. LOCATION, SIZE AND TYPE OF PLANTINGS AND STREET TREES IN ANY REQUIRED PLANTER STRIP. THERE IS No PLANTER STRIP. NO LOCATION, SIZE OR TYPE OFPLAeVTINGSOR STREET TREES SHOWN LOCATION AND SIZE OF EXISTING AND PROPOSED UTILITIES ON AND ADJACENT TO THE SITE INCLUDING SANITARY SEWER MAINS, STORMWATER MANAGEMENT SYSTEMS, WATER MAINS, POWER, GAS, TELEPHONE, AND CABLE TV. INDICATE THE PROPOSED CONNECTION POINTS. THE LOCATIONAND SIZE OF EXISTING UTILITIES (SANITARYSEWER MAINS, STORM#ATER MANAGEMENT SYSTEMS IVA TER MAINS, POWER, GAS, TELEPHO'4EAND CABLE TV} ONAND ADJACENT TO THE PROPOSED LAND DIVISIONARESHOWNHEREON. THE LOCATIONAND SIZE OFPROPOSED UTILITIES (SANITARYSENFR MAINS, STORAIWATER MANAGEMFAT SYSTEMS, WATER MAINS POWER, GAS, TELEPHONEAND CABLE M ON AiVD ADJACEArT TO THE PROPOSED LAND DIVISIONARF, SHOWNONOLSON & MORRIS ENGINEERING PLANS. THE LOCATION OF ALL AREAS TO BE DEDICATED OR RESERVED FOR PUBLIC USE, WITH THE PURPOSE, CONDITION AND LIMITATIONS OF THE RESERVATIONS CLEARLY INDICATED. THEREARE PUBLIC UTILITYEASEAMNTSPROPOSED ASSROWNBEREON FUTURE DEVELOPMENT PLAN WHERE PHASING OR LARGE LOTS/PARCELS ARE PROPOSED AS SPECIFIED IN SDC 5.12-120 E. THERE ISNO FUTURE DEVELOPMENT PLAN NEEDED, BECAUSE THEREISNO PHASING PROPOSED AND THE PROPOSED LOTSARE LESS THAN TWICE THE MINIMUMLOTIPARCEL SIZE (9000 SF). RENEWS: 12-31-2020 �thq-o�o��5-1yQa� vu. CAC 50rnt, f� � o $ MAY 17 20913 Odginal Submiftal�, w�- fix` SCALE 1 "-20' 20' 0 20' 40' GRADING NOTE: 1. LOT GRADING PLAN TO BE PREPARED DURING PIP PROCESS. GRADING LEGEND �— PROPOSED FLOW DIRECTION r �5599 `t TC TOP OF CURB aj EXISTING ELEVATION SW SIDEWALK EG NG NATURAL GRADE R' EXISTING WATER MAIN w�- fix` SCALE 1 "-20' 20' 0 20' 40' GRADING NOTE: 1. LOT GRADING PLAN TO BE PREPARED DURING PIP PROCESS. GRADING LEGEND �— PROPOSED FLOW DIRECTION AC ASPHALT ELEVATION BW BACK OF WALK ELEVATION TC TOP OF CURB EX EXISTING ELEVATION SW SIDEWALK EG EXISTING GROUND NG NATURAL GRADE LEGEND bn tW • •y tai • _ EXISTING BOUNDARY -- --- --- - ADJACENT PROPERTIES — — e EXISTING CURB LINE X ____ ___________ EXISTING FENCE 8"W R' EXISTING WATER MAIN O Q W ® EXISTING WATER METER 00 M (moi EXISTING WATER VALVE r� tiYa EXISTING FIRE HYDRANT Ww —8 — — — EXISTING WASTEWATER SYSTEM © EXISTING CLEANOUT @---24"SD — — — EXISTING STORM DRAINAGE SYSTEM as El EXISTING CATCH BASIN Ej EXISTING CURB INLET EXISTING STREET LIGHT UGE EXISTING UNDERGROUND ELECTRIC ❑ EXISTING TRANSFORMER © EXISTING TELEPHONE PEDESTAL i PHN EXISTING TELEPHONE LINE ",_"1 — —2"G — — EXISTING GAS MAIN 555.86 t`I BW I EXISTING GAS VALVE 554.72 TC t rs 554.22 AC I CbpqLOT 12 �( I ( 5840 SF g0 553.24 TC 552.74 AC RW4 SON( 0®ate deceived ` 53.28BW --- MAY 17 �r1 E 1 Original Submittal 552.92 EX TC a 552.42 EX AC �br Digitally signed by A Scott Morris, PE 4 --- _a �, '20190423 _ FMorris, 13.30:50 -07'00' r 1 w bn tW • •y tai • _ O t a I R' V p O Q W f-, � �O u" a O 00 M (moi r 1 w I i rn O � ml I I I ¢I NI r� ZZ) biD ui m as ^, �z z C1.1 a m 0 C/ I rn i rn � ml I I I ¢I NI ui m o �z z C1.1 a m 0 = w ' o v 7— w w w Ld 3 w O d d cn > rn i rn i N Z 0 V) ui m o �z wu.j SHEET C-2.0 of 7 FRANCHISE UTILITY NOTES: 1. FRANCHISE UTILITY DESIGN TO BE COMPLETED BY FRANCHISE UTILITY COMPANIES. UTILITY ROUTING SHOWN IS PRELIMINARY. 2. SEE SHEET C-5.1 FOR GENERAL FRANCHISE UTILITY TRENCH CONFIGURATION DETAIL. DRAINAGE NOTES: 1. LOTS 5-8 ROOF DRAINS TO WEEP HOLE OUT TO NEW S 57TH PLACE. ALL OTHER LOTS TO HAVE 6" PVC STUB TO 12" MAINLINE SYSTEM. 2. ALL NON -ROOF IMPERVIOUS DRAINAGE TO BE CLEANED VIA AQUA -SWIRL WATER QUALITY MANHOLE IN S 57TH PLACE. WATER NOTES: WASTEWATER NOTES: 1. DESIGN TO BE DONE BY SUB. ROUTING SHOWN FOR 1. LOTS 3-4 TO BE SERVED VIA STACKED WYE REFERENCE ONLY. 2. LOTS 1-2 TO BE SERVED VIA STACKED WYE FROM EXISTING 6' E rn I I (:j) ST CONSTRUCTION NOTES 409. TIE INTO EXISTING 12" MAIN LINE. 412. CONST CURB INLET PER CITY STD. DWG 4-10 REFER TO SHEET C-5.1. 415. CONST STD. CATCH BASIN PER CITY STD. DWG 4-11 REFER TO SHEET C-5.1. 450, CONST STANDARD CLEANOUT WITH CAST IRON LID PER CITY STD. DWG 4-4. REFER TO SHEET C-5.1. 455. CONST AQUA -SWIRL AS -2 WATER QUALITY MANHOLE PER DETAIL. REFER TO SHEET C-5.1. 479. CONST 6" STORM DRAIN PIPE, ASTM D3034 SDR 35 WITH RUBBER GASKET JOINTS. 481. CONST 10" STORM DRAIN PIPE, ASTM D3034 SDR 35 WITH RUBBER GASKET JOINTS. 482. CONST 12" STORM DRAIN PIPE, ASTM D3034 SDR 35 WITH RUBBER GASKET JOINTS. WW CONSTRUCTION NOTES 200. CONST MANHOLE PER CITY OF SPRINGFIELD STD. DWG 4-1. 209. TIE INTO EXISTING 8" SANITARY MAIN LINE. -- - -- 215. CONST STACKED WYE PER DETAIL ON SHEET C-5.0. FOR zLj ul a CONFIGURATION REFER TO DETAIL ON THIS SHEET. -- X - --- X -- 250. CONST STANDARD CLEANOUT WITH CAST IRON LID PER CITY STD. DWG 4-4. REFER TO SHEET C-5.1. 279. CONST 4 PVC WASTEWATER PIPE, ASTM D3034 WITH RUBBER ® GASKET JOINTS AND TRACER WIRE. 280. CONST 8" PVC WASTEWATER PIPE, ASTM D3034 WITH RUBBER - - GASKET JOINTS AND TRACER WIRE. RIM ELEV.=553.25 200 ww MnfZ 0 482 8» FL OUT N(W) 545.28 �N 285 L l - S 1 _ CO 19212,ST" CO 409 RIM ELEV.-500.00 48041 1 8 FL OUT S}-544.63 - 12 FL OUT (S)=546.55 RIM ELEV.=.553.44 � � -��� � RIM ELEV.=552.93 T,1 I CD� oo��i5-�IP2 �.iuv- Sorn(a n � of $ LEGEND l 5.00' PRIVATE WASTEWATER I EASEMENT C) rn 0 0 0 LOT 12 jtI i 4" 6" TO 4" WW REDUCER I CC C i 4"X4"X6" STACKED WYE �I 1� ,r STACKED -WYE CONFIGURATION DETAIL SCALE= 1:2 Date Received MAY 17 ^,1 Original Submittal � V EXISTING BOUNDARY -- - -- -- ADJACENT PROPERTIES ' zLj ul a EXISTING CURB LINE -- X - --- X -- J EXISTING FENCE 8"W EXISTING WATER MAIN ® EXISTING WATER METER .C/) c� ® EXISTING WATER VALVE tiYo EXISTING FIRE HYDRANT `W --8"WW ' - - EXISTING WASTEWATER SYSTEM © EXISTING CLEANOUT HT1-24"SD - - - EXISTING STORM DRAINAGE SYSTEM EXISTING CATCH BASIN - EXISTING CURB INLET m EXISTING STREET LIGHT UGE EXISTING UNDERGROUND ELECTRIC Z V) ❑ EXISTING TRANSFORMER ® EXISTING TELEPHONE PEDESTAL PHN EXISTING TELEPHONE LINE z - -2"G - - EXISTING GAS MAIN EXISTING GAS VALVE 12"ST PROPOSED STORM DRAINAGE SYSTEM 0 PROPOSED CURB INLET ®�8"WW Z >LLJ PROPOSED WASTEWATER LINE PROPOSED WASTEWATER MANHOLE ® PROPOSED WASTEWATER CLEANOUT 8"W ww PROPOSED WATER LINE 5.00' PRIVATE WASTEWATER I EASEMENT C) rn 0 0 0 LOT 12 jtI i 4" 6" TO 4" WW REDUCER I CC C i 4"X4"X6" STACKED WYE �I 1� ,r STACKED -WYE CONFIGURATION DETAIL SCALE= 1:2 Date Received MAY 17 ^,1 Original Submittal � V Co i a O 4 ' zLj ul a CL L J Co i a O a o A zLj ul a LJz u ® 0 `� z o w 3 Z .C/) c� O N m N 4-ZI Z V) o z O Co i a m a o A zLj ul a LJz u N `� z o w 3 0) i N Z O N m Z V) o z Z >LLJ ww W � SHEET C-3.0 of 7 SHEET C-4.0 of 7 b.0 bJD WD ' �, ra, Vii,--"�_ cv � CCs r m mc� C) as bJD a � o bn C-4 rn 44 co cn CID to SHEET C-4.0 of 7 CCs r m C) bJD C/) as bZ CID o6 O � 0 � •r • > Li u P-4 SHEET C-4.0 of 7 m C) �0- U") 0 z > Li u > Ul LLJ LLJ V) cz w SHEET C-4.0 of 7 I i I L It 7' PUE 50' 7' PUE FILL SLOPE 5.00%5.00% SLOPE 2:1 MAX. MAX. SLOPE 3.5 5 0.5 32 0.5 51 3.5 MAX. SLOPE 3:1 MAX. WALK ROADWAY WALK l STD. SHED CROWN 2% 2% ROAD STRUCTURE: \ 4" ASPHALT PAVING OVER, 12" CRUSHED ROCK (PER CITY DWG 3-1 BELOW) TYPICAL 32' PUBLIC STREET CROSS SECTION N.T.S. ASPHALT CONCRETE PAVEMENT 4p "�`•,' 1/2 PAVEMENT WIDTH I� E 16 `` II CRUSHED ROCK BALLAST 4'(� INIMUM ASPHALT CONCRETE 12" MIN -t -*-O i PLACED PRIOR TO PAVING 2` 1HICK C 'C' WEARING COURSE CtHY STANDARD CURB & ptTTER OVER LASS 'B' BASE GOLXtSE(Sj { REFER TO SLD OWO -1-5 5 TRACED IN 2` - 3' UFTS 2% MiN CROSS SLOPE CROWN I ZZLyjN� 5 MIN 1 1-12' (MDIIMUN) 1 1/2' MINUS CRUSHED ROCK FOR WET SOIL ON WINTER WEATHER \ FIRM COMPACTED SUBGRADE CONTRUC ION, OVER EXCAVATE AS DIRECTED BY THE CRY INFECTOR (B` MiN) PLACE GEOTEXTILE FARIC AND REPLACE WITH ADDITIDMN 1 1 2' MINUS CRUSHED ROCK, OCTOBER T18t0 IDI MAY TYPICALLY NOTES * STRUCTURAIL. THICKNESS IDENTIFIED ON THESE SECTIONS ARE THE MINIMUMS FOR DRY FIRMLY COMPACTED SUBGRADE. THE CiTY INSPECTOR MAY REQUIRE WELT EXCAVATION (B' MINIMUM) AND THE PLACEMENT OF GEOTFJRLE FABRIC AND AMMONAL CRUSHED (TUCK TO ENSURE A FIRM PAYMENT BASS * REFER TO SPRINGFIELD STANDARD SPECIFICATIONS FOR ROADWAY STRUCTURE COMPACTION REQUIREMENTS * A PARABOLIC CROWN MAY BE UTIUZED ON LOCAL. RESIDENTIAL STREETS, REFER TO STANDARD DRAWINGS 3-4 FOR DETAILS. >K SDEWAI&S, ACCESS RAMPS, AND RESIDEIM DRIVEWAYS SHALL BE 300D PSI FIELD STRENGTH (3450 PSI LAB STRENGTH) 6.0 SACK MIX CONCRETE * CURBS & CDMM17 ak DRIVEWAYS SHALL. BE 3500 PS FIB STRENGTH (4025 PST LAB STRENGTH) 6.3 SACK MIX CONCRETE * CONCRETE PAVEMENT SHALL BE 4000 PSi FIELD STRENGTH (4640 PST LAB STRENGTH) 7.0 SACK MIX COiCRETE WITH 1 1/2' MINUS FRACTURED AGGREGATE. PAVEMENT MIX DESIGNS SHALL. BE SUBMITTED TO THE CITY FOR APPROVAL PRIOR TO THE SCHEDULED PAVING DATE PORTLAND CEMENT CONCRETEPAVEMENT CURB & GUTTER J 3 1/2 PAVEMENT WIDTH — ff \\ L� _ 1♦I♦L♦ ® AVING 1 3" ASPHALT PAVING - CK BALLAST 7- (WIMUM) PmAxD CEMENT CONCRETE If mix- 3" 3 LEVEL 2, 1/2" DENSE HMAC OVER PLACEDCRUSH.. RTO MYNO b.0o �) 2 10" 3/4"-0" CRUSHED ROCK CITY STANDARD WN & =0 saw Cwt HOMO a Q Ww C) Gel REFER M SM OWS 3-5 CROSS SILM CROWN FABRIC UNDER ROADWAY (MIRAFF.) IF RUM TO sm owo 3-2 REQUIRED DUE TO SOFT SPOTS. 1. PAVING SHALL BE COMPACTED TO 92% RICE DENSITY VALUE. 4 WELL -DRAINED SUB -GRADE 6' (WIMUV) 3/jV MINUS CRUSHED ROCK COMPACTION TO CONTINUE UNTiL THERE IS NO PUMPING OF SOIL AND COMPACTED SUBORADE FOR WET SDIL OR VANIER WEATHER CONTMON. OVER EXCAVATE AS DIRECTED O 3. CRUSHED ROCK SHALL BE PROOF ROLLED WITH LOADED DUMP INSPECTORFIRM BY THE CITY TRUCK. COMPACTION TO CONTINUE UNTIL THERE IS NO PUMPING 0. CONCRETE PAVEMENT JOINTING NOTES PLACE GEOTEXTILE FAM AND REPLACE ADDITIONAL 1 1/2' MINUS CRUSHED ROCK. REFEF TO ',T0737?, XT -47140 3-9 11� JOINTING DEIA115 0070M MUCH MAY TYPMALY NOTES * STRUCTURAIL. THICKNESS IDENTIFIED ON THESE SECTIONS ARE THE MINIMUMS FOR DRY FIRMLY COMPACTED SUBGRADE. THE CiTY INSPECTOR MAY REQUIRE WELT EXCAVATION (B' MINIMUM) AND THE PLACEMENT OF GEOTFJRLE FABRIC AND AMMONAL CRUSHED (TUCK TO ENSURE A FIRM PAYMENT BASS * REFER TO SPRINGFIELD STANDARD SPECIFICATIONS FOR ROADWAY STRUCTURE COMPACTION REQUIREMENTS * A PARABOLIC CROWN MAY BE UTIUZED ON LOCAL. RESIDENTIAL STREETS, REFER TO STANDARD DRAWINGS 3-4 FOR DETAILS. >K SDEWAI&S, ACCESS RAMPS, AND RESIDEIM DRIVEWAYS SHALL BE 300D PSI FIELD STRENGTH (3450 PSI LAB STRENGTH) 6.0 SACK MIX CONCRETE * CURBS & CDMM17 ak DRIVEWAYS SHALL. BE 3500 PS FIB STRENGTH (4025 PST LAB STRENGTH) 6.3 SACK MIX CONCRETE * CONCRETE PAVEMENT SHALL BE 4000 PSi FIELD STRENGTH (4640 PST LAB STRENGTH) 7.0 SACK MIX COiCRETE WITH 1 1/2' MINUS FRACTURED AGGREGATE. PAVEMENT MIX DESIGNS SHALL. BE SUBMITTED TO THE CITY FOR APPROVAL PRIOR TO THE SCHEDULED PAVING DATE STANDARD CURB & GUTTER 1/4" LIP BETWEEN WEEP PIPE HOLE & GUTTER FLOW LINE 1/2" RADIUS (TYPICAL) 6 3" DiA, WEEP i„ PIPE HOLE 6. 5 X 12' 6" 24" 6 t,. I" RAD. WEEP HOLES SHALL BE PLACED AT 75' O.C. OR AS OTHERWISE SPECIFIED REFER TO STD OWG. 3 -XX FOR INSTALLATION DETAILS. IN NEW CONSTRUCTION, PLACE CONTRACTION JOINT OVER & IN FRONT OF PIPE CURB END TREATMENT EXPANSION JOiNT 6' MINtUU\ l•1�>i 12" H i H CURB & GUTTER J 3 r! f 1 4 ff \\ L� _ 1♦I♦L♦ STANDARD CURB & GUTTER 1/4" LIP BETWEEN WEEP PIPE HOLE & GUTTER FLOW LINE 1/2" RADIUS (TYPICAL) 6 3" DiA, WEEP i„ PIPE HOLE 6. 5 X 12' 6" 24" 6 t,. I" RAD. WEEP HOLES SHALL BE PLACED AT 75' O.C. OR AS OTHERWISE SPECIFIED REFER TO STD OWG. 3 -XX FOR INSTALLATION DETAILS. IN NEW CONSTRUCTION, PLACE CONTRACTION JOINT OVER & IN FRONT OF PIPE CURB END TREATMENT EXPANSION JOiNT 6' MINtUU\ l•1�>i 12" MOUNTABLE CURB & GUTTER 3" 3.5' j- 0,5" 24'FULL DEPTH CURB 1/2" RADIUS (TYPICAL) SLOPE - -•'11 i- 12" - A- 6- 1/2. - V RIVATE DRIVEWAY AVEMENT SECTION DETAIL NTS 6'tj2` RAD. , 6" pNN MENZ SURFACE 16' 9" CONTRACTION JOINTS 15 FEET O.C. MAX ON NON -EXTRUDED CONCRETE CURB & GUTTER POURS 1/2 -INCH THICK PREFORMD EXPANSION JOINTS SHALL P T F J LACED 30 FEE O,C. INSTEAD 0 CONTRACTION 3 JOINTS AND WHERE MOVEMENT IS ANTICIPATED CURB RADIUS 10 a CONSTRUCT HATTER N ' CURB FACE WITH FORMS * WHERE CONCRETE PAVEMENT WILL BE USED, CONTRACNON JOTS SHALL BE PLACED TO MATCH TRANSVERSE CONTRACTION JOINT LOCATIONS IN STREET PAVEMENT AND 24' #5 REBAR TIE BARS SHALL BE PLAIDED IN GREEN CONCRETE. CURB AND GUTTER SURFACES SHALL HAVE A BROOM FINISH PARALLEL TO THE LENGTH OF THE CURB >k SIDEWALKS, ACCESS RAMPS, AND RESIDENTIAL DT6YEIMAYS SHALL BE 3000 PSI FIELD STRENGTH (3450 PS LAB STRENGTH) 6.0 SACK MDI CONCRETE �k CURBS & COMMERCIAL DRINWAYS SHALL BE 3500 PSI FIELD STREiGTH (4025 PSI LAB STRENGTH) 6.3 SACK MIX CONCRETE I CURB & GUTTER STANDARD G 3-20 2003 10 bj) rata 3 r! f 1 4 ff \\ KEYED NOTES ® AVING 1 3" ASPHALT PAVING - 3" 3 LEVEL 2, 1/2" DENSE HMAC OVER b.0o �) 2 10" 3/4"-0" CRUSHED ROCK o a� HOMO a Q Ww C) Gel _N FABRIC UNDER ROADWAY (MIRAFF.) IF NOTES: REQUIRED DUE TO SOFT SPOTS. 1. PAVING SHALL BE COMPACTED TO 92% RICE DENSITY VALUE. 4 WELL -DRAINED SUB -GRADE 2. SUB -GRADE SHALL BE PROOF ROLLED WITH LOADED DUMP TRUCK. COMPACTION TO CONTINUE UNTiL THERE IS NO PUMPING OF SOIL AND NEGIGLIBLE DEFLECTION. O 3. CRUSHED ROCK SHALL BE PROOF ROLLED WITH LOADED DUMP O TRUCK. COMPACTION TO CONTINUE UNTIL THERE IS NO PUMPING 0. SUB -GRADE AND NEGIGLIBLE DEFLECTION. 4. SOFT SPOTS IN SUB -GRADE SHALL BE OVER -EXCAVATED A O) MINIMUM 6" OR UNTIL STABLE MATERIAL IS FOUND. FABRIC TO BE • r--4 PLACED UNDER 3/4"-0 CRUSHED ROCK, MOUNTABLE CURB & GUTTER 3" 3.5' j- 0,5" 24'FULL DEPTH CURB 1/2" RADIUS (TYPICAL) SLOPE - -•'11 i- 12" - A- 6- 1/2. - V RIVATE DRIVEWAY AVEMENT SECTION DETAIL NTS 6'tj2` RAD. , 6" pNN MENZ SURFACE 16' 9" CONTRACTION JOINTS 15 FEET O.C. MAX ON NON -EXTRUDED CONCRETE CURB & GUTTER POURS 1/2 -INCH THICK PREFORMD EXPANSION JOINTS SHALL P T F J LACED 30 FEE O,C. INSTEAD 0 CONTRACTION 3 JOINTS AND WHERE MOVEMENT IS ANTICIPATED CURB RADIUS 10 a CONSTRUCT HATTER N ' CURB FACE WITH FORMS * WHERE CONCRETE PAVEMENT WILL BE USED, CONTRACNON JOTS SHALL BE PLACED TO MATCH TRANSVERSE CONTRACTION JOINT LOCATIONS IN STREET PAVEMENT AND 24' #5 REBAR TIE BARS SHALL BE PLAIDED IN GREEN CONCRETE. CURB AND GUTTER SURFACES SHALL HAVE A BROOM FINISH PARALLEL TO THE LENGTH OF THE CURB >k SIDEWALKS, ACCESS RAMPS, AND RESIDENTIAL DT6YEIMAYS SHALL BE 3000 PSI FIELD STRENGTH (3450 PS LAB STRENGTH) 6.0 SACK MDI CONCRETE �k CURBS & COMMERCIAL DRINWAYS SHALL BE 3500 PSI FIELD STREiGTH (4025 PSI LAB STRENGTH) 6.3 SACK MIX CONCRETE 4"WW PIPE 4"WW PIPE 4"WW PIPE 6"WW PIPE 6" TO 4" REDUCER SANITARY STACKED WYE DETAIL NTS CURBSIDE ,Ls ? EXISTING Dow 50:1 MAX SLOPE RM 6" a sum Swmx WIN PER -- r ,i*i .� • WIRY; • I;I 11. LOAM ,• A' ,; OF FIRM COMPACTED SUBME COMPACTE0 CRUSHIED ROCK CRUSHED ROCK PLACED PRIOR r STREET P*MENT -K- 4H : 1V MATT SLOPE TO PROPERTY UNE e r.r I � _ ,.r 1 r ♦ i ! ! 1! T i '11 :ilk -ill • , \ w Il i. :sem �.� MIT • it 'cl.•. 4 ':5 9,:�i NOTES >k NO ABOVEGROUND FACILITIES (FIRE HYDRANTS, POWER POLE, CATCH BASINS, VALVES, J -BOXES, ETC,) SHALL BE PERMITTED WiTHIN THE SIDEWALK AREA * ALL SURFACES SHALL HAVE Amoom FINISH, * SIDETMAI.KS, ACCESS RAMPS, AND RESIDENRh1 DRIVEWAYS SHALL BE 3000 PST FIELD STRENGTH (3450 PSI LAB STRENGTH) 6.0 SACK MIX CONCRETE * CURBS & COMMERCIAL DRIVEWAYS SHAD. BE 3540 PSI FIELD STRENGTH (4025 PS IAB STRENGTH) 6.3 SACK MIX CONCRETE rA I CURB & GUTTER STANDARD G 3-20 2003 10 bj) rata d r! f 1 �■ 1•Iiiii■hill■ ff \\ W as 4"WW PIPE 4"WW PIPE 4"WW PIPE 6"WW PIPE 6" TO 4" REDUCER SANITARY STACKED WYE DETAIL NTS CURBSIDE ,Ls ? EXISTING Dow 50:1 MAX SLOPE RM 6" a sum Swmx WIN PER -- r ,i*i .� • WIRY; • I;I 11. LOAM ,• A' ,; OF FIRM COMPACTED SUBME COMPACTE0 CRUSHIED ROCK CRUSHED ROCK PLACED PRIOR r STREET P*MENT -K- 4H : 1V MATT SLOPE TO PROPERTY UNE e r.r I � _ ,.r 1 r ♦ i ! ! 1! T i '11 :ilk -ill • , \ w Il i. :sem �.� MIT • it 'cl.•. 4 ':5 9,:�i NOTES >k NO ABOVEGROUND FACILITIES (FIRE HYDRANTS, POWER POLE, CATCH BASINS, VALVES, J -BOXES, ETC,) SHALL BE PERMITTED WiTHIN THE SIDEWALK AREA * ALL SURFACES SHALL HAVE Amoom FINISH, * SIDETMAI.KS, ACCESS RAMPS, AND RESIDENRh1 DRIVEWAYS SHALL BE 3000 PST FIELD STRENGTH (3450 PSI LAB STRENGTH) 6.0 SACK MIX CONCRETE * CURBS & COMMERCIAL DRIVEWAYS SHAD. BE 3540 PSI FIELD STRENGTH (4025 PS IAB STRENGTH) 6.3 SACK MIX CONCRETE rA .�... cnyOF y, .J1 iMt l F -1140, IELD SIDEWALK CONSTRUCTION STANDARD G 3-20 2003 10 bj) rata d r! f 1 > CZ ff \\ W as �l h -Na P�j o� N� \\ DRIVEWAY WIDTH r -DEPRESS 6" CNsm u PROa1Em\ON OP _/ PtiOP£ m VN£ FN w1\wm �T(P\CLS NOTES Date I! !g - Origin6l Submiffal , 6" THICK 3000 PSI FIELD STRENGTH (3450 PSI LAB — STRENGTH) 6.0 SACK MIX CONCRETE ON 2" OF COMPACTED 3/4" MINUS CRUSHED ROCK EXPAN51ON JUINII � ,\ `�\1i\ i�O i``•� •`,ill , t --'�,� .._ �y�` •\`\\ t i t \ 3I A N \P �S££ t10t£S� 12 FS !A\l1 — 20. 4'� IAhX CURB C11T W\CitN M\N17—\h \`( �4ZP.NS\�\ON V!\NG S�iP,L� lyOC EY.CENO BE`(ONO 4R.OJEC"f\ON OF PROPEi?�`l L\NE * NO ABOVE—GROUND FACIUTIES (FIRE HYDRANTS, POWER POLES, CATCH BASINS, VALVES, J -BOXES, ETC.) SHALL BE PERMITTED WITHIN THE APRON AREA �k THIS STANDARD DRAWING SHALL. BE USED FOR SINGLE FAMILY HOMES AND DUPLEXES ONLY. REFER TO COMMERCIAL DRIVEWAY APRON DRAWING(S) FOR OTHER DEVELOPMENT TYPES �Ic THROAT WIDTH SHALL HE BETWEEN 12 FEET (MINIMUM) AND 24 FEET (MAXIMUM) �k ALL SURFACES SHALL HAVE A BROOM FINISH. * REFER TO STANDARD DRAWING 3-7 FOR CURB CUT DETAILS �c CONCRETE IN APPROACH AND SIDEWALK BEHIND APPROACH SFIALL BE C THiCK (0) ON 2' OF 3/4' MINUS CRUSHED ROCK. �k NO REINFORCEMENT IS REQUIRED Nc A CONTRACTION (SCORE) JOINT SHALL BE ADDED IN THE CENTER OF THE APRON WHEN THE THROAT WIDTH EXCEEDS 20 FT. �c SIDEWALKS, ACCESS RAMPS, AND RESIDENTK DRIVEWAYS SHALL BE 3000 PSI FIELD STRENGTH (3450 PSI LAB STRENGTH) 6.0 SACK MIX CONCRETE * CURBS & COMMERCIAL DRIVEWAYS SHALL BE 3500 PSI FIELD STRENGTH (4025 PSI LAB STRENGTH) 6.3 SACK MIX CONCRETE SIDEWALK ACCESS RAMP NOTES IF THIS DRIVEWAY APPROACH iS TO ALSO SERVE AS AN SIDEWALK ACCESS RAMP ALL OF THE FOLLOWING APPLY: * RAMP SLOPE SHAD. NOT EXCEED 12:1 RELATIVE TO THE HORIZONAL- �Jc NO LIP SHALL BE PLACED AT THE GUTTER BAR, NO REVISION DATE BY C* NEW CITY OF SPRINGFIELD DEPT. OF PUBLIC WORKS RESIDENTIAL DRIVEWAY APRON CURBSIDE SIDEWALK (FULLY DEPRESSED) .�-- Alperoutka City Bogbmr 2003 STANDARD G 3-20 2003 10 bj) rata d r! f 1 > CZ ff \\ W as SHEET C-5.0 of 7 bj) rata d r! f 1 > CZ ff \\ W as ® o b.0o �) N O� O� '�-• o a� HOMO a Q Ww C) Gel _N rn C"D SHEET C-5.0 of 7 d ® o COD as cZ C O O I O) • r--4 � J m 00 C) o ¢ I SHEET C-5.0 of 7 I O) S m 00 C) o ¢ I it O Z c 5 Q = > 0 U L4 Ld L4 t Q Q in va Q a.. v L1 Q C4 SHEET C-5.0 of 7 NOTES: �J\ ��S ��" e CoQ' _ cP 7' P.U.E. 2' 5' FINISHED GRADE q' 1 LU TWA TER MAIN I f. MINIMUM 12" SEPARA77ON BETWEEN MIN. WATER AND OTHER DUCM 2. NO DUCTS MAY BE PLACED ABOVE THE WATER MAIN. J. FOR ADDITIONAL TRENCH SECTION Z _ GAS LINE iNFORMA77ON REFER TO WSC S7D. DWG. W1.1Z TV (OFF WHITE), COMM. ELECTRIC (GREY), AND OTHER CONDU17S AS SPEARED SCALE: N.T.S. WATER DIVISION STANDARD DRAWING DRAWING NUMBER DRAWN BY: LSB TYPICALJOINT VY 1a CONSTRUCTION: 1-111111W 111111P� TRENCH DETAIL ENGINEERING rli SPRENGFTELDATILrrYBOARD REVISED.1-15 2013 \E -. ill q, Si"rca. ,_ADrowilr 11DE7,4.dwc - a , 3 - ':.carr. P.0 ted by 0dc. F� Vc`G- No.: FF' It X64 MANUFACTURED t/9 BEND OR 13 DEG. WYE P QIP PE CLEANOUT (PIPE SIZE) CASE SIZE 6" 15, $" 15" PVC PIPE l/8 SENO INSTALL 1/2 INCH DiA, HOLE THROUGH MECHANICAL PLUG PLUG HOLE WiTH SILICONE CAULKING MECHANICAL PLUG CONCRETE CAS 5' MIN. ,\ r r-- j—�-------------� — MECHANICAL PLUG [ T r T 1 I T I 1 INLAND FOUNDRY GO, INC. OR EQUAL RING .......... NO. 802 COVER....... NO. 802-2 ; + a SEE D�L 4-tA UNPAVED STREETS OT1CtdO CUT r}SNPAYED STm£S - ALL CWTRL CTiPrti JOINTS I (( STIALL BE MORTARED 1 YARD BLE CAST IN PLACE DOOT j T XOR -N -SEAL I UORTAR CLEARANCE ABOVE 04 APPROVED EQUAL NOTE: PIPE OX X ALL PIPE CONNECTION, TO MANHOLES WLL BE coNcRTE r OR HECK PIPE _ t t VARIAkfi. I FINE CAST ME no BARKLL _STANDARD ANHO'L ct� fl� sPRfAct� -Y - ----- , EVIS_3i "ALE 6 i seT:aracr LCT o - 5TAIVDA RD lI/f./-iNHO[ f_- n�Tr zwl - �F 2404 SP A ROUND MANHOLE TYPE LID MAY BE USED WITH APPROVAL OF THE ENGINEER PRECAST UPPER SECTION 3/6' SQUARE STL RIR X 6 1/2' LONG WITH LOCKING LID PLUG WELD TO BAR LOCKING GALVANIZED UD NON SLIP WELD STOP TO StNFT r DIAMOND PLA SURFACE % 3/9/166 LANG 5 WALL PIPE 50/ SPRING 1 1/4" DIA. WASHER WELD TO PIPE WfID LLAT BAR 1 1 n I x I I 5/8 1' X 3/8" X 7/18' 3T 3� " I!� t l2VKa. JJ"" BOLTS 13 8AR5 TOTO EX� 18" INTO GUTTER BAR I 2 EACH I f BACK OF CURB — — FACE Of CURB SPRING LOADED LATCH GUT"IM BAR o ALL CONCRETE SHALL BE MIN. 3500 PSI COMPRESSIVE STRENGTH AT 28 DAYS a UPPER SECTION TO BE STORM DRAIN INLET BY WALTS CONRETE COMPANY OR EQUAL SPRING LOADED LATCH DEPRESS C'.JTTER BAR \ 2' MIN, eELOW NORMAL AT FACE OF INLET 6 JIN. BASE MAY BE PRECAST OR CAST IN PLACE SLOM 1 4" PER FOOT T" CITY OF SPRINGFIELD DEPT. of PUBLIC WOM „7 STANDARD SANITARY WYE CLEANOUT WITH STEEL CASTING SrA"AW DRAVD10 4-4 m diameter, 14 -inch [350 nun] thick reinforced concrete pad must he rTreatmentSt�li9. rated precast concrete iii9S may be substituted. specification TtQi placed over the Stormwater Treatment System Riser to support and TYPE 4MH INLAND FOUNDRY GO, INC. OR EQUAL RING .......... NO. 802 COVER....... NO. 802-2 ; + a SEE D�L 4-tA UNPAVED STREETS OT1CtdO CUT r}SNPAYED STm£S - ALL CWTRL CTiPrti JOINTS I (( STIALL BE MORTARED 1 YARD BLE CAST IN PLACE DOOT j T XOR -N -SEAL I UORTAR CLEARANCE ABOVE 04 APPROVED EQUAL NOTE: PIPE OX X ALL PIPE CONNECTION, TO MANHOLES WLL BE coNcRTE r OR HECK PIPE _ t t VARIAkfi. I FINE CAST ME no BARKLL _STANDARD ANHO'L ct� fl� sPRfAct� -Y - ----- , EVIS_3i "ALE 6 i seT:aracr LCT o - 5TAIVDA RD lI/f./-iNHO[ f_- n�Tr zwl - �F 2404 SP A ROUND MANHOLE TYPE LID MAY BE USED WITH APPROVAL OF THE ENGINEER PRECAST UPPER SECTION 3/6' SQUARE STL RIR X 6 1/2' LONG WITH LOCKING LID PLUG WELD TO BAR LOCKING GALVANIZED UD NON SLIP WELD STOP TO StNFT r DIAMOND PLA SURFACE % 3/9/166 LANG 5 WALL PIPE 50/ SPRING 1 1/4" DIA. WASHER WELD TO PIPE WfID LLAT BAR 1 1 n I x I I 5/8 1' X 3/8" X 7/18' 3T 3� " I!� t l2VKa. JJ"" BOLTS 13 8AR5 TOTO EX� 18" INTO GUTTER BAR I 2 EACH I f BACK OF CURB — — FACE Of CURB SPRING LOADED LATCH GUT"IM BAR o ALL CONCRETE SHALL BE MIN. 3500 PSI COMPRESSIVE STRENGTH AT 28 DAYS a UPPER SECTION TO BE STORM DRAIN INLET BY WALTS CONRETE COMPANY OR EQUAL SPRING LOADED LATCH DEPRESS C'.JTTER BAR \ 2' MIN, eELOW NORMAL AT FACE OF INLET 6 JIN. BASE MAY BE PRECAST OR CAST IN PLACE SLOM 1 4" PER FOOT T" CITY OF SPRINGFIELD DEPT. OF PUBLIC WORKS 225 FMTH STREET SPRRVGF7ELD, OR. 07477 fA I i PIPE DAMETER _ 11 Q 6' sTANDaRn DRATING 4-10 m diameter, 14 -inch [350 nun] thick reinforced concrete pad must he rTreatmentSt�li9. rated precast concrete iii9S may be substituted. specification TtQi placed over the Stormwater Treatment System Riser to support and TYPE 4MH level the manhole frame, as shown. The top of riser pipe must be 14 -inch thickness nwst be maintained. * See Site Plan for actual system orientation. 57" —6-11 69' tJ0 REVISION DATE By APM CITY OF SPRINGFIELD DEPT. OF PUBLIC WORKS 225 FMTH STREET SPRRVGF7ELD, OR. 07477 CURB INLET CATCH BASIN sTANDaRn DRATING 4-10 m diameter, 14 -inch [350 nun] thick reinforced concrete pad must he rTreatmentSt�li9. rated precast concrete iii9S may be substituted. specification TtQi placed over the Stormwater Treatment System Riser to support and TYPE 4MH level the manhole frame, as shown. The top of riser pipe must be 14 -inch thickness nwst be maintained. * See Site Plan for actual system orientation. •4%. ConsL*M.1%LEED'goeB ® &Green G1ob.VmaHa.1a for reht poeukn reduction hFRIEENDLYB aer^" Applications: Roadways Off ramps Residential streets Parking lots 1Meun N9 - — --- - ----- - - C." Effective Projected Area iEPA): The EPA for the ATBO is 0.76 sq. it Approx Wt =14 tbs. A • .. 'Milli Roadway Lighting Features: Lei Si14MI Same light: Performance is comparable to 70-20OW HP5 roadway luminaires. White light: Correlated color temperature - 4000K, 70 CRI minimum, 3000K, 70 CRI minimum oroptional5000K, 70 CRI minimum. Unique IP66 rated LED light engines provided 0%uplight and restrict backlight to within sidewalk depth, providing optimal application coverage and optimal pole spacing. Available in Type 11, III, IV, and V roadway distributions. ELECTRICAL Expected life: LED Ilghtengines are rated >100,000 hours at 25*(, L70. Electronic driver has an expected life of 100,000 hours at a 25"C ambient. Lower Energy: Saves an expected of 40-60% over comparable HID luminaires. Robust Surge Protection: Three different surge protection options providea minimum of AN51 C136.210kV/5kA protection.20kV/10kA protection is also available. MECHANICAL Includes standard AEL lineman -friendly features such as tool -less entry, 3 station terminal block and quick disconnects. Bubble level located inside the electrical compartment for easily leveling at installation. Rugged die-cast aluminum housing and door are polyester powder -mated for durability and corrosion resistance. Rigorous five -stage pre -treating and painting process yieldsa finish that achieves a scribe creepage rating of 8 (per ASTM D1654) after over 1000 hours exposure to salt fog chamber (operated per ASTM 8117). Optional Enhanced Corrosion Resistant finish (CR) Increases the salt spray exposure over 5000 hours. Mast arm mount is adjustable for arms from 1-1/4" to 2"(1-518" to 2-3/8"O.D.) diameter. Provides a 3G vibration rating per ANSI C136.31 Oldlife shield is cast Into the housing (not a separate piece). CONTROLS NEMA 3 pin photocontrol receptacle Is standard, with the Acuity designed ANSI standard 5 pin and 7 pin receptacles optionallyavailable. Premium solid state locking style photocontrol - KSS (10 year rated life) Extreme long life solid state locking style photocontroi - POLL (20 year rated life). Multi-level dimming available to provide scheduled dimming as specified by the customer. Optional onboard Adjustable Output module allows the light output and input wattage to be STANDARDS modified to meet site specific requirements, and also can allow a single fixture to be fiezibly applied in many different applications. Designl. ghts Consortium' (DLC) qualified product. Not all versions of this product may be DLC qualified. Please check the DLC Qualified Products List at wvrw.&stgnIIghts.ot0PL to confirm which versions are qualified. Color temperatures of s 3000K must be specified for international Dark - Sky Assodation cettificatlon. Rated for -W( to 40'C ambient CSA Certified to U.S. and Canadian standards Compiles with ANSI: C136.2, C136.10, (136.14, (136.31, (136.15, C136.37 Note: Specilicatons subjectto change without notice. Actual pedormenco may differes a resuir ofend-oseremironmemand application. Amarleaelectn 02014.2017 Acuity Brands Lighting, Inc.AT80 0312&17 fw Date Received [ Ay 17 2919 Original Submiftal Aqua- 'ri Polymer Coated Steel (PM) If traffic loading (145-25) Is required or anticipated, a 4 -foot [1.22 m] Note. Asan,alt6matl r 42 -inch 00, HS -20/25 # Please see accompanied Aqua -Swim = m diameter, 14 -inch [350 nun] thick reinforced concrete pad must he rTreatmentSt�li9. rated precast concrete iii9S may be substituted. specification TtQi placed over the Stormwater Treatment System Riser to support and level the manhole frame, as shown. The top of riser pipe must be 14 -inch thickness nwst be maintained. * See Site Plan for actual system orientation. wrapped with Compressible expansion joint material to a minimum e` Orientation my vary ff'om#P 180Qr Cif 1 -inch [25 mm] thickness to allow transfer of wheel loads from Custom angles t0 �$ miteConditions. mnhole cover to concrete slab. Manhole cover shall bear on concrete Unless other traffic barriers are present, slab and not on riser pipe. The concrete slab shall have a minimum .C/) C'J bollards shall be placed around access riser(s) strength of 3,000 psi [20 MPa] and be reinforced with #4 [13 mm] In non -traffic areas to prevent inadvertent reinforcing steel as shown. Minimum cover over reinforcing steel shall loading by maintenance vehicles, be 1 -inch [25 nun]. Top of manhole cover and concrete slab shall be CIO � level with finish grade. r- 4 4s" Corer 13219 mm) Mn. 1 Aid" [!24 rtan] V� •••• IY .: • ••. .... 1/2- as C13 mm] Rda I 1` FralrB 133 mm] [203 ®6'Ewh Nay 14' Fro - rame[25rml [25 MMI „-rrow 3,om ca t20 Waj [25 rml RW Place small amount of tmryCvaer r12s minrua Ewamm enc concrete [3x000 psi [20 Manhole Frame and Rim elevations to match finished Wrap compressible Expansion eaaml�o. 33"[162mm1 ✓ d'-" Joint Material to a minimum P,octr D_4) MPa] {min)] to support sacAea cs Cover by Manufacturer. grade. Manhole Frame &Cover Detail and level manhole frame. a«ero�hl D o s around DO NOT allow manhole mm] allow transfer 1 -inch f riser top of riser to allow transfer of For Non -Traffic Areas Only (See Details) frame to rest upon riser. Manhole Frame & Cover Detail 5rr y inadvertent loading from manhole cover to concrete slab. For Traffic Loading Areas NTS NIH Frame-- > — Grade Rim.I)6��[127_mm] LLI 3011 Varies [762 mm] LI.t Riser Varies r, -- A Backfill shall extend at least i8 [0762 mm] inches [457 mml outward from 1 1511 Swid Concentrator and for the [$1 mm PSS l�iaX full height of the Swirl ] Concentrator (including riser) Iniet outlet — extending laterally to undisturbed soils. (See MH CLJ 60 Detaii Below) 4211 Swirl Inlet/Outlet [1524 mm] It [1067 mm] 1$ a Pipe Coupling lg [457 MMI b2" 1 [305 mm] long Stub -out 3$" Internall, I by Manufacturer, [965 mm] Baffles ' Infernal Baffles �'—�°' A Octagonal Base Plate a X0+4 ca��) 42 r, C I www.aquashleldhc mm krB 4t IL e Bedding Plan 1 - 611 [152 mm] UCidlstl.,11'd Soil a Document: AS -2 PCS STD Drawn H JCW DTCRMWAT.:R'rW6NTACCNT R�.U'TI ,.., Scale 1:20 2733 Kanasb hive,suite til,ChattaMV,-Phoneo crtorModel S-2 y[CS St ai{L'a' ll 344-9044 Fax(423)$262112 Date 010615 Aqua -Swirl Concentrator (8) vNiwacluashledinc.com U.S. Patent No. 6524473 and other Patent Pending •4%. ConsL*M.1%LEED'goeB ® &Green G1ob.VmaHa.1a for reht poeukn reduction hFRIEENDLYB aer^" Applications: Roadways Off ramps Residential streets Parking lots 1Meun N9 - — --- - ----- - - C." Effective Projected Area iEPA): The EPA for the ATBO is 0.76 sq. it Approx Wt =14 tbs. A • .. 'Milli Roadway Lighting Features: Lei Si14MI Same light: Performance is comparable to 70-20OW HP5 roadway luminaires. White light: Correlated color temperature - 4000K, 70 CRI minimum, 3000K, 70 CRI minimum oroptional5000K, 70 CRI minimum. Unique IP66 rated LED light engines provided 0%uplight and restrict backlight to within sidewalk depth, providing optimal application coverage and optimal pole spacing. Available in Type 11, III, IV, and V roadway distributions. ELECTRICAL Expected life: LED Ilghtengines are rated >100,000 hours at 25*(, L70. Electronic driver has an expected life of 100,000 hours at a 25"C ambient. Lower Energy: Saves an expected of 40-60% over comparable HID luminaires. Robust Surge Protection: Three different surge protection options providea minimum of AN51 C136.210kV/5kA protection.20kV/10kA protection is also available. MECHANICAL Includes standard AEL lineman -friendly features such as tool -less entry, 3 station terminal block and quick disconnects. Bubble level located inside the electrical compartment for easily leveling at installation. Rugged die-cast aluminum housing and door are polyester powder -mated for durability and corrosion resistance. Rigorous five -stage pre -treating and painting process yieldsa finish that achieves a scribe creepage rating of 8 (per ASTM D1654) after over 1000 hours exposure to salt fog chamber (operated per ASTM 8117). Optional Enhanced Corrosion Resistant finish (CR) Increases the salt spray exposure over 5000 hours. Mast arm mount is adjustable for arms from 1-1/4" to 2"(1-518" to 2-3/8"O.D.) diameter. Provides a 3G vibration rating per ANSI C136.31 Oldlife shield is cast Into the housing (not a separate piece). CONTROLS NEMA 3 pin photocontrol receptacle Is standard, with the Acuity designed ANSI standard 5 pin and 7 pin receptacles optionallyavailable. Premium solid state locking style photocontrol - KSS (10 year rated life) Extreme long life solid state locking style photocontroi - POLL (20 year rated life). Multi-level dimming available to provide scheduled dimming as specified by the customer. Optional onboard Adjustable Output module allows the light output and input wattage to be STANDARDS modified to meet site specific requirements, and also can allow a single fixture to be fiezibly applied in many different applications. Designl. ghts Consortium' (DLC) qualified product. Not all versions of this product may be DLC qualified. Please check the DLC Qualified Products List at wvrw.&stgnIIghts.ot0PL to confirm which versions are qualified. Color temperatures of s 3000K must be specified for international Dark - Sky Assodation cettificatlon. Rated for -W( to 40'C ambient CSA Certified to U.S. and Canadian standards Compiles with ANSI: C136.2, C136.10, (136.14, (136.31, (136.15, C136.37 Note: Specilicatons subjectto change without notice. Actual pedormenco may differes a resuir ofend-oseremironmemand application. Amarleaelectn 02014.2017 Acuity Brands Lighting, Inc.AT80 0312&17 fw Date Received [ Ay 17 2919 Original Submiftal z O W = m 0 CU .C/) C'J CIO � r- 4 c� V� rrC) A D o y W > LLI LI.t W z O W SHEET C-5.1 of 7 = m � A D o W > LLI LI.t W UW CLJ SHEET C-5.1 of 7