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HomeMy WebLinkAboutPlan, Tentative APPLICANT 1/16/2019MAP PREPARATION NOTES: • CONTOURS PER DOGAMI LIDAR DATA SOUTH WILLAMETTE VALLEY LIDAR DATA QUADRANGLE MAP 44122x8 (BARE EARTH)- DATUM NAVD88. • WATER AND ELECTRIC LINES PER SPRINGFIELD UTILITY BOARD, AND FIELD DATA. • GAS LINES PER NW NATURAL FACILITIES PLAT MAPS, AND FIELD DATA. • EXISTING BUILDING LOCATIONS, PER FIELD DATA. ' • BOUNDARY IS BASED UPON A PRELIMINARY FIELD SURVEY BY EGR & ASSOCIATES, INC. AND WILL BE SUBJECT TO MINOR CHANGES DURING THE i PLATTING PROCESS. I iI I I Sanitary MH #21844 W 1 Rim=454.25` with Light E - } E - - - I i� I ®®� Sanitary MH #21658 (} : I 20j Rim=454.71' 8" Inv (In) E 44305 ( { 24" Inv (Out)S 442.39 I i } 24" Inv (In) SE 442.41 - 24" Inv (In) NW 442.44 I Q 4\w -t WW-...-Ww---wW- "Y'µc=- GAS GAS Stop Sign @ 10th and S Street W 1 19" CEDAR CI Access I { ! I Rim=454.99' I ? } I31 CatchBasin #41556 CurbInlet #41555 i Rim=454.36' Rim=454.37' , I ( ( 1, 12" Inv (Out) NW 452.50 } t-■- 24'00' Inv Sump 450.47 ?� TENTATIVE SUBDIVISION PLAN EXISTING CONDITIONS FOR LH FUND 3, LLC Storm MH #50603 SE 1/4 NE 1/4, SECTION 26, TOWNSHIP 17 SOUTH, RANGE 3 WEST, W.M. Rim=454.95' SPRINGFIELD, LANE COUNTY, OREGON 12" Inv (In) SE 448.62 DATE PREPARED: AUGUST 2018 REVISED: DECEMBER 2018 12" Inv (In) SW 448.69 24" INV (Out) N 448.13 SHEET 1 -_E- _ E---E--E--E---E--E-- E---E---E---E--E---E--E---E--E- Stop Sign @ 10th and S Street 020 Sanitary MH #657583 I/ 1 1 I y Rim=455.01' - Sanitary Manhole 4 24" Inv (In) S 442.47 Rim=455.50' 24" Inv (Out) NW 442.46,! <. '' j< 6 + I , ° \ �(\ I 30" CED V E } } } I � } } f 13„ 1 0 o c 1 1 1 10" ASH � E I � ' 21" FIR (ll 40" CEDAR 12" ED I 11 ! f • ! I 125" CEDAR. I I } W II I f 36.1' i Paving Width -- 19.7t, S STREET Paving Width 20.00' A `S89°56' r2"'AK. .�.. %L.. - WpLt• WW - - _ 59.4U' G A$ • • GAS T-.,,-. ......T-'- -A- GAS GAS GAS GAS GAS- -.-- E --- - a E -- ( } 18�,t� � MAPLF I } � I I } } I 2D .� 34.00' � _ 42 _L_ w / I � i 1 I 0 h with Light 1 � } PLANNING NUMBER ASSESSORS MAP: 17-03-26-14 TAX LOTS: 01600 & 01701 PLOTTER: HP DESIGN JET 430 INK: HP 51640A MEDIA: 36# BOND RIJB24-36 • ®i 25 MPH Speed Sign D Existing Bldg (to be removed) Y 456' r }lk)jk_. o \ Storm Manhole - Rim=454.67' k• - - - - WW - - - lA'w - - - RlV - -. - NW ..� I&V� �WW. � R W-_ -'=WR' � .. - WW -=- WR' - � �,Gti�-=- - R14' -= W - W -. � 1YW= - =N,•W - -- - - i ✓ - X o�'15,000 (O� 0 cJ� O O� 456 0 � 0 O 0 I� LEGEND --IM - - -Ww - Sanitary Manhole _"\__Rirw=454.57' 10" Inv (Out) W 446.98' NOTES 1. WATER LINES ARE EXISTING AND PROVIDED BY SPRINGFIELD UTILITY BOARD (SUB). 2. WASTEWATER AND STORMWATER LINES LOCATED IN S STREET AND 10TH STREET AND ARE PUBLIC. 3. STORMWATER DRAINAGE FROM EACH PROPOSED PARCEL WILL BE PIPED TO AN INDIVIDUAL DRYWELL ON EACH PARCEL AS REQUIRED BY CITY STAFF ON THE STORMWATER SCOPING SHEET. NO OUTFALL TO THE PUBLIC STORMWATER SYSTEM IS PROPOSED. 4. UNDERGROUND UTILITIES SHOWN HEREON ARE AS MARKED PER AS-BUILTS. WE DO NOT GUARANTEE THIS MAP SHOWS ALL UNDERGROUND UTILITIES. 5. THE NEAREST BUS STOP IS ON Q STREET NEAR THE INTERSECTION WITH 10TH STREET AND SERVED BY LTD ROUTE 17. 6. THIS PROPERTY FRONTS 10TH STREET, A NORTH -SOUTH STREET, AND S STREET, AN EAST -WEST STREET. 7. ELEVATIONS ARE BASED ON CITY OF SPRINGFIELD BENCH MARK PT #258 BEING A SQUARE IN THE TFC AT THE CATCH BASIN AT THE SE CORNER OF S STREET AND 10TH STREET HAVING AN ELEVATION OF 454.88 NAVD88. 8. AREA OF DEVELOPMENT IS 37,714 SQUARE FEET (ABOUT 0.87ACRES). 9. ALL OF THE EXISTING TREES WILL BE REMOVED. 10. THE NEAREST FIRE HYDRANT IS LOCATED APPROXIMATELY 150 FEET SOUTH OF THE SOUTHWEST CORNER OF THE SUBJECT PROPERTY, AT THE INTERSECTION OF 10TH STREET AND R STREET. 11. SUBJECT PROPERTY IS IN THE 5 YEAR TIME OF TRAVEL ZONE. 12. EXISTING SOIL ON SUBJECT PROPERTY IS MALABON URBAN LAND COMPLEX WITH MORE THAN 80" IN DEPTH TO WATER TABLE. - ST - - - ST ---T - -M@al STORMWATF,R. LINE, CATCH BASIN, MANHOLE, CURB INLET - - WW - - - %V%v - - - WW - - - WW - -® WASTEWATER LINE., MANHOLE - -- - - - --..a OVERHEAD POWER LINE., POWER POLE, - - w - - - w - -meq ® WATER LINE, WATER VALVE, WATER METER. - -T- - -T- - -T- - TE,LECOMMUNICATION LINE - GAS GAS GAS GASGASGAS IMF., VALVE, EXISTING CURB D��2 EXISTING GRAVEL DRIVE, t- EXISTING SIDEWALK 1-------_.-__! EXISTING TREE AS NOTED TO BE REMOVED SCALE V = 20' 20' 0 20' 40' loll J VICINITY MAP NOT TO SCALE SHEET INDEX SHEET 1 TENTATIVE SUBDIVISION PLAN- EXISTING CONDITIONS SHEET 2 PROPOSED CONDITIONS/LAYOUT C-20 GRADING AND PAVING PLAN C-30 UTILITY PLAN C-4.0 CIVIL DETAILS C-4.1 CIVIL DETAILS Date Received JAN 16 2019 Original Submiftai Ne, cwy sll16 -00000'- TyvA 5��,Ni�i o�n T2ul-t-af�u-t�) SITE ADDRESS 1955 10TH STREET SPRINGFIELD, OREGON 97477 APPLICANT/ OWNER LH FUND 3, LLC 2224 SANDY DRIVE EUGENE, OREGON 97401 ttQY 14. 2W3 �. ERICKS PROJECT COORDINATOR 55524 g, I 7 19 MAUREEN JACKSON METRO PLANNING, INC. 370 Q STREET SPRINGFIELD, OREGON 97477 PH: 541-302-9830 SURVEYOR RYAN M. ERICKSON, PLS EGR & ASSOCIATES, INC. 2535 B PRAIRIE ROAD EUGENE, OREGON 97402 PH: 541-688-8322 ENGINEER SCOTT MORRIS, P.E. A & O ENGINEERING 380 Q STREET SUITE 200 SPRINGFIELD, OREGON 97477 PH: 541-302-9790 s >r Ass cz es, Inc �v Engineers, Geologists, and Surveyors 2535B Prairie Road (541) 688-8322 Eugene, Oregon 97402 Fax (541) 688-8087 I - Sanitary Manhole Rim=455.50' I <. '' j< 8" Inv (Out) E 446.79 + I 8" Inv (In) W 447.06 \ �(\ I AW`oo 0 o c 1 1 1 10" ASH � E I � ' 21" FIR (ll 40" CEDAR 12" ED I 11 ! f • ! I 125" CEDAR. I I } W II I f 36.1' i Paving Width -- 19.7t, S STREET Paving Width 20.00' A `S89°56' r2"'AK. .�.. %L.. - WpLt• WW - - _ 59.4U' G A$ • • GAS T-.,,-. ......T-'- -A- GAS GAS GAS GAS GAS- -.-- E --- - a E -- ( } 18�,t� � MAPLF I } � I I } } I 2D .� 34.00' � _ 42 _L_ w / I � i 1 I 0 h with Light 1 � } PLANNING NUMBER ASSESSORS MAP: 17-03-26-14 TAX LOTS: 01600 & 01701 PLOTTER: HP DESIGN JET 430 INK: HP 51640A MEDIA: 36# BOND RIJB24-36 • ®i 25 MPH Speed Sign D Existing Bldg (to be removed) Y 456' r }lk)jk_. o \ Storm Manhole - Rim=454.67' k• - - - - WW - - - lA'w - - - RlV - -. - NW ..� I&V� �WW. � R W-_ -'=WR' � .. - WW -=- WR' - � �,Gti�-=- - R14' -= W - W -. � 1YW= - =N,•W - -- - - i ✓ - X o�'15,000 (O� 0 cJ� O O� 456 0 � 0 O 0 I� LEGEND --IM - - -Ww - Sanitary Manhole _"\__Rirw=454.57' 10" Inv (Out) W 446.98' NOTES 1. WATER LINES ARE EXISTING AND PROVIDED BY SPRINGFIELD UTILITY BOARD (SUB). 2. WASTEWATER AND STORMWATER LINES LOCATED IN S STREET AND 10TH STREET AND ARE PUBLIC. 3. STORMWATER DRAINAGE FROM EACH PROPOSED PARCEL WILL BE PIPED TO AN INDIVIDUAL DRYWELL ON EACH PARCEL AS REQUIRED BY CITY STAFF ON THE STORMWATER SCOPING SHEET. NO OUTFALL TO THE PUBLIC STORMWATER SYSTEM IS PROPOSED. 4. UNDERGROUND UTILITIES SHOWN HEREON ARE AS MARKED PER AS-BUILTS. WE DO NOT GUARANTEE THIS MAP SHOWS ALL UNDERGROUND UTILITIES. 5. THE NEAREST BUS STOP IS ON Q STREET NEAR THE INTERSECTION WITH 10TH STREET AND SERVED BY LTD ROUTE 17. 6. THIS PROPERTY FRONTS 10TH STREET, A NORTH -SOUTH STREET, AND S STREET, AN EAST -WEST STREET. 7. ELEVATIONS ARE BASED ON CITY OF SPRINGFIELD BENCH MARK PT #258 BEING A SQUARE IN THE TFC AT THE CATCH BASIN AT THE SE CORNER OF S STREET AND 10TH STREET HAVING AN ELEVATION OF 454.88 NAVD88. 8. AREA OF DEVELOPMENT IS 37,714 SQUARE FEET (ABOUT 0.87ACRES). 9. ALL OF THE EXISTING TREES WILL BE REMOVED. 10. THE NEAREST FIRE HYDRANT IS LOCATED APPROXIMATELY 150 FEET SOUTH OF THE SOUTHWEST CORNER OF THE SUBJECT PROPERTY, AT THE INTERSECTION OF 10TH STREET AND R STREET. 11. SUBJECT PROPERTY IS IN THE 5 YEAR TIME OF TRAVEL ZONE. 12. EXISTING SOIL ON SUBJECT PROPERTY IS MALABON URBAN LAND COMPLEX WITH MORE THAN 80" IN DEPTH TO WATER TABLE. - ST - - - ST ---T - -M@al STORMWATF,R. LINE, CATCH BASIN, MANHOLE, CURB INLET - - WW - - - %V%v - - - WW - - - WW - -® WASTEWATER LINE., MANHOLE - -- - - - --..a OVERHEAD POWER LINE., POWER POLE, - - w - - - w - -meq ® WATER LINE, WATER VALVE, WATER METER. - -T- - -T- - -T- - TE,LECOMMUNICATION LINE - GAS GAS GAS GASGASGAS IMF., VALVE, EXISTING CURB D��2 EXISTING GRAVEL DRIVE, t- EXISTING SIDEWALK 1-------_.-__! EXISTING TREE AS NOTED TO BE REMOVED SCALE V = 20' 20' 0 20' 40' loll J VICINITY MAP NOT TO SCALE SHEET INDEX SHEET 1 TENTATIVE SUBDIVISION PLAN- EXISTING CONDITIONS SHEET 2 PROPOSED CONDITIONS/LAYOUT C-20 GRADING AND PAVING PLAN C-30 UTILITY PLAN C-4.0 CIVIL DETAILS C-4.1 CIVIL DETAILS Date Received JAN 16 2019 Original Submiftai Ne, cwy sll16 -00000'- TyvA 5��,Ni�i o�n T2ul-t-af�u-t�) SITE ADDRESS 1955 10TH STREET SPRINGFIELD, OREGON 97477 APPLICANT/ OWNER LH FUND 3, LLC 2224 SANDY DRIVE EUGENE, OREGON 97401 ttQY 14. 2W3 �. ERICKS PROJECT COORDINATOR 55524 g, I 7 19 MAUREEN JACKSON METRO PLANNING, INC. 370 Q STREET SPRINGFIELD, OREGON 97477 PH: 541-302-9830 SURVEYOR RYAN M. ERICKSON, PLS EGR & ASSOCIATES, INC. 2535 B PRAIRIE ROAD EUGENE, OREGON 97402 PH: 541-688-8322 ENGINEER SCOTT MORRIS, P.E. A & O ENGINEERING 380 Q STREET SUITE 200 SPRINGFIELD, OREGON 97477 PH: 541-302-9790 s >r Ass cz es, Inc �v Engineers, Geologists, and Surveyors 2535B Prairie Road (541) 688-8322 Eugene, Oregon 97402 Fax (541) 688-8087 i--- 20.001 31 TENTATIVE SUBDIVISION PLAN PROPOSED CONDITIONS/ LAYOUT FOR LH FUND 3, LLC SE 1/4 NE 1/4, SECTION 26, TOWNSHIP 17 SOUTH, RANGE 3 WEST, W.M. SPRINGFIELD, LANE COUNTY, OREGON DATE PREPARED: AUGUST 2018 REVISED: DECEMBER 2018 SHEET SSTREET 20.00' PLANNING NUMBER XXXXXXXXXXXXXX ASSESSORS MAP: 17-03-26-14 TAX LOTS: 01600 & 01701 PLOTTER: HP DESIGN JET 430 INK: HP 51640A MEDIA: 36# BOND RIJB24-36 PIZ FIV fAP9 w�IV151oy) lomt�ivc' Date Received JAN 16 2M o4nal Submittal �— SITE ADDRESS 1955 10TH STREET SPRINGFIELD, OREGON 97477 APPLICANT/ OWNER LH FUND 3, LLC 2224 SANDY DRIVE EUGENE, OREGON 97401 PROJECT COORDINATOR MAUREEN JACKSON METRO PLANNING, INC. 370 Q STREET SPRINGFIELD, OREGON 97477 PH: $41-302-9830 SURVEYOR RYAN M. ERICKSON, PLS EGR & ASSOCIATES, INC. 2535 B PRAIRIE ROAD EUGENE, OREGON 97402 PH: 541-688-8322 ENGINEER SCOTT MORRIS, P.E. A & 0 ENGINEERING 380 Q STREET SUITE 200 SPRINGFIELD, OREGON 97477 PH: 541-302-9790 EGR & Associates, Inc Engineers, Geologists, and Surveyors 25356 Prairie Road (541)688-J8322 1 08 Eugene, Oregon 97402 Fax (541) 688-8087 SANITARY MH #21844 RIM=454.25 SANITARY MH #21658- 8„ INV (IN) E 443.05 24" INV (IN)S 442.39 _24" INV (IN) SE 442.41 24" INV (OUT) NW 442.44 RIM ELEV.=454.71 CURBINLET41555 RIM ELEV.=454.37 WW INLET ELEV.=454.99..r SANITARY MH 657583 24" INV (IN) S 442.47 (� 24" INV (OUT) NW 442.46 4, 1 RIM ELEV.=455.01 CATCH BASIN #41551 12" INV (OUT) NW 4 INV SUMP 450.47 r-'DATC 971 n/ -ArA 3f 8" INV (IN) E 446.79 8" INV (IN) W 447.06 RIM ELEV.=455.50 I I 15p� i c� CN S ,Q STORM MH #50603 LIGHT12" INV (IN) SE 448.62 12" INV (IN) SW 448.69 24 INV (OUT) N 448.13 OHE RIM ELEV.=454.95 OHE 4 Hza H2O--- , ,2°-�'���� `'`�..� 1455.91 c j c MATCH EX < ( a� GRADE 455.' ° TC Q , 1 1c6pp i LOT 4 4518 SQ FT (EXCLUDING POLE) LOT 5 4908 SQ FT (EXCLUDING POLE) JDUPLEX� \ �456.000 EG -456.41 AC -H20- EXISTING - -S STREET O GENERAL NOTES: 1. THIS IS A PRELIMINARY ENGINEERING DESIGN NOT PROPOSED FLOW DIRECTION MEANT FOR CONSTRUCTION. A BUILDING PERMIT SET ASPHALT ELEVATION SHALL BE PREPARED AFTER LAND USE APPROVAL IS BACK OF WALK ELEVATION GRANTED. TOP OF CURB PAVING NOTES: EXISTING ELEVATION 1. DRIVEWAYS TO BE CONSTRUCTED PER CITY OF SIDEWALK SPRINGFIELD STD. DWG 3-21. REFER TO SHEET C-4.0. EXISTING GROUND # PAVING CONSTRUCTION NOTES: CURB LINE 1. CONST 4" CONCRETE OVER 2" CRUSHED ROCK PER CITY STD. DWG 3-12. REFER TO SHEET C-4.0. EXISTING 2. CONST PERVIOUS PAVEMENT AS PER DETAIL. REFER TO SHEET C-4.0. 4. CONST 3" LEVEL 2 HMAC OVER 10" MIN. CRUSHED ROCK PER DETAIL. REFER TO SHEET C-4.0. ; 5. CONST ADA COMPLIANT CROSS WALK RAMP PER DETAIL. REFER TO SHEET C-4.0. WATER METER 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 SHARED DRIVEWAYS CUT/FILL TABLE AREA VOLUME CUT 996 FT2 86 YD' FILL 996 FT2 40.59 YD' TOTAL CUT f FILL VOLUME CUT 97.72 YD' FILL 61.89 YD' LEGEND SCALE 1 "-20' 20' 0 20' 40' --•--•--•- EXISTING BOUNDARY EXISTING CENTER LINE _ O (SHOWN FOR REFERENCE ONLY) --- -- --- ADJACENT PROPERTIES EXISTING CURB LINE _ X __ X EXISTING FENCE 8"W os EXISTING WATER MAIN ; O � ® EXISTING WATER METER � to a- c:> v EXISTING WATER VALVE EXISTING FIRE HYDRANT �� -8"WW - - - EXISTING WASTEWATER SYSTEM CzN EXISTING CLEANOUT ST 24"SD - - - EXISTING STORM DRAINAGE SYSTEM ED EXISTING CATCH BASIN x s EXISTING CURB INLET EXISTING STREET LIGHT OHE EXISTING OVERHEAD ELECTRIC 54 EXISTING TRANSFORMER © EXISTING TELEPHONE PEDESTAL - -GAS- - - EXISTING GAS MAIN EXISTING GAS VALVE PROPOSED STANDARD AC DRIVEWAY --- i PROPOSED SIDEWALK PER CITY DETAIL 3-12. REFER TO SHEET C-4.0. PROPOSED PERMEABLE PAVEMENT DRIVEWAY ' PER DETAIL ON SHEET 0-4.0. SvJ�jdtvl5t� ��nt��� bVA, kb ,1,y Date Received JAN 16 20QJ Original Submittal �� Digitally signed by Scott Scott Morris, PE Date: 2019.01.12 Morris,� Pr-: y 17:35:33 -08'00' O•rT�, � SHEET C-2.0 of 3 aE O U °cam O 11-4- N W �-•1 W a o � � -o O cin r tn�ud- A'0 os or U - z L�j c� z U U) ; O � � CCS �. � to a- c:> v N w SHEET C-2.0 of 3 0 °cam O gG W SHEET C-2.0 of 3 °cam O CCS ° O r • p� os z U a z U U) ; O � � CCS �. � N w CzN 4 . J x O �P-4 SHEET C-2.0 of 3 CD g�� O '- D z U a z U U) ; a� z D z w D w w Z C U SHEET C-2.0 of 3 z O w x SHEET C-2.0 of 3 SANITARY MH #21844 RIM=454.25' SANITARY MH #21658 8" INV (IN) E 443.05 24" INV (IN)S 442.39 -24" INV (IN) SE 442.41 24" INV (OUT) NW 442.44 RIM ELEV.=454.71 11 �N i CURBINLET #41555 RIM ELEV.=454.37 k,# kkk ww INLET ELEV.=454.99 1 SANITARY MH #657F5833 24" INV (IN) S 442.47 4 kj 24" INV (OUT) NW 442.46 4r k 1 RIM ELEV.=455.01 ( W I 4 j fy I II I-- Cn 41 Ik (� ( U 210 AAn cn II 1 I 8" INV (IN) E 446.79 8" INV (IN) W 447.06 RIM ELEV.=455.50 210 FLn O N S H2O S STORM MH #50603 j 12" INV (IN) SE 448.62 I 12" INV (IN) SW 448.69 24" INV (OUT) N 448.13 I 1 RIM ELEV.=454.95 -OHE H2O .420 PROPOSED DITCH N 3 MAX SLOPES t � � l i i OHE k ^H2O 1 Q-,('1 ) S STREET _ s1=1.aaLF% 479 - - - o o 2, - - - - - - - i N., i 23 LF 0 479 10 LF I S=18.43% 278 CATCHBASIN #415564„WW 12" INV (OUT) NW 452.50 5.00' PRIVATE INV SUMP 450.47 FL=450.01 WASTEWATER R T ELEV.=454.36 479 83 LF EASEMENT LOT 1 S=1.00% vDi 6297 SQ FT r €DUPLEX r:� 456 LOT 2 ; E 4505 SO FT66 's o vi 84 LF { k :` 1 rr I S-6.Oa% 278 p 36 F S=1 .09% 279 `4'WWF 250 450 I FL=450.00 -' f 4"WW () FL=450.01` ) � Cn o 0 'f 7.00' P.U.E. LOT 3 LOT 4 5006 SQ FT 4518 SQ FT ' (EXCLUDING POLE) 1 O Ilk - y EXISTING BLDG 1 fTO REMAIN j I GAS' Ci ONE--r'-u s LOT 5 ' 4908 SQ FT LOT 6 (EXCLUDING POLE) p 5259 SQ FT DUPLEX 121 LF o 450 5=6.96% 279 250 6' 0 4"WW `< f ,� , ; , , , 4"WW 456 �`� FL=451.00 �, r (FOR ROOF DRAINS) UTL_ --� UTL 450 ul I _ / J, 457__ __ ; I -0 qy0�' SITE SOILS: 1. THE SOIL TYPE ON THIS SITE IS MALABON-URBAN LAND COMPLEX. THIS SOIL PROFILE HAS AN UNEXPECTED INFILTRATION RATE OF 0.50% IN/HR AT 42" DEPTH FROM SURFACE. 2. FIELD INFILTRATION TESTING SHALL BE COMPLETED PRIOR TO BUILDING PERMIT DESIGN TO VERIFY DESIGN RATE. FRANCHISE UTILITY NOTES: 1. FRANCHISE UTILITY DESIGN TO BE COMPLETED BY FRANCHISE UTILITY COMPANIES. UTILITY ROUTING SHOWN IS PRELIMINARY. 2. SEE SHEET C-4.0 FOR GENERAL FRANCHISE UTILITY TRENCH CONFIGURATION DETAIL. 3. ALL FRANCHISE UTILITIES PROPOSED TO BE UNDERGROUND. AND ARE AVAILABLE TO ALL LOTS IN THIS SUBDIVISION. WATER NOTES: 1. ALL WATER SERVICES TO BE INDIVIDUAL AND PRIVATELY OWNED. DESIGN TO BE COMPLETED WITH EACH BUILDING PERMIT, 2. WATER METER LOCATIONS SHOWN FOR REFERENCE. TO BE FINALIZED DURING BUILDING PERMIT. DRAINAGE NOTES: 1. LOTS' 1, 3, AND 6 ROOF DRAINS TO DRAIN THROUGH WEEP HOLE OUT TO 10TH STREET. LOTS' 2 AND 4 ROOF DRAINS TO OUTLET IN PROPOSED ROAD SIDE DITCH ALONG S STREET. LOT 6 HAS EXISTING WEEP HOLE IN 10TH STREET SERVING EXISTING HOUSE. 2. PRIVATE DRIVE DRAINAGE FROM LOTS 4-5 TO BE TREATED VIA INFILTRATION THROUGH PROPOSED PERVIOUS PAVEMENT. WASTEWATER NOTES: 1. LOTS 1, 3, AND 5 TO BE SERVED VIA SERVICE LINES FROM EXISTING 24" MAIN IN 10TH STREET. 2. LOTS 2 AND 4 TO BE SERVED VIA STACKED WYE FROM 8" EXISTING SERVICE LINE IN S STREET 3. LOT 6 SERVED BY EXISTING SANITARY STUB. Q ST CONSTRUCTION NOTES 420. CONST ROAD -SIDE DITCH PER DETAIL ON SHEET C-4.0. 450. CONST STANDARD CLEANOUT WITH CAST IRON LID PER CITY STD. DWG 4-4. REFER TO SHEET C-5.1. 479. CONST 6" STORM DRAIN PIPE. 481c. CONST 10" CONCRETE CULVERT PIPE. ® WW CONSTRUCTION NOTES 209. TIE INTO EXISTING 8" SANITARY MAIN LINE. 210. TIE INTO EXISTING 24" SANITARY MAIN LINE. 250. CONST STANDARD CLEANOUT WITH CAST IRON LID PER CITY STD. DWG 4-4. REFER TO SHEET C-5.1. 278. CONST 4" PVC WASTEWATER PIPE, ASTM D3034 WITH RUBBER GASKET JOINTS AND TRACER WIRE. 279. CONST 6" PVC WASTEWATER PIPE, ASTM D3034 WITH RUBBER GASKET JOINTS AND TRACER WIRE. { SCALE.• 20' 0 20' 40' e A LEGEND t cql Date Received JAN 16 original Submiftal _._ bA 0 , V :7, EXISTING BOUNDARY N M C".4- " 8 N PN ADJACENT PROPERTIES z 2 W N M 'E EXISTING CURB LINE X - X ----- EXISTING FENCE 8"W V) C EXISTING WATER MAIN ® EXISTING WATER METER 5 0 EXISTING WATER VALVE _ EXISTING FIRE HYDRANT L^1-8"WW - - - EXISTING WASTEWATER SYSTEM © EXISTING CLEANOUT ST 24"SD - - - EXISTING STORM DRAINAGE SYSTEM El EXISTING CATCH BASIN -4-1 o EXISTING CURB INLET - EXISTING STREET LIGHT UGE W EXISTING UNDERGROUND ELECTRIC ❑ EXISTING TRANSFORMER © EXISTING TELEPHONE PEDESTAL PHN EXISTING TELEPHONE LINE - -2"G - - - EXISTING GAS MAIN �i EXISTING GAS VALVE --12"ST- PROPOSED STORM LINE 0 PROPOSED CURB INLET �8"WW- PROPOSED WASTEWATER LINE PROPOSED WASTEWATER MANHOLE Q PROPOSED WASTEWATER CLEANOUT 8"W W PROPOSED WATER LINE t cql Date Received JAN 16 original Submiftal _._ bA 0 , V SHEET C-3.0 of 3 :7, N M C".4- " 8 N PN O z 2 W N M 'E p� r{ t�r C� L' 0 co E ) 0 V) C '40 n 0 5 C',`� o z �' K)d _ U V) p SHEET C-3.0 of 3 N M 15 O z 4: SHEET C-3.0 of 3 ® O z O \ ) 0 e� -4-1 o W m 4 �i ti SHEET C-3.0 of 3 z 0 W m C) d0� Q z 0. U V) W 0� Q W G Q W CL O V SHEET C-3.0 of 3 z 0 W SHEET C-3.0 of 3 3.00' CONDUIT C PER FRANC COMPANIES 4"WW SERVICE LINE NOTES: 1. INFILTRATION TESTS TO BE DONE PRIOR TO DRIVEWAY CONSTRUCTION TO VERIFY PERCOLATION RATE OF SOIL. 2. ROCK BASE AND LEVELING COURSE TO BE LIGHTLY COMPACTED. CLEANOUT (PIPE SIZE) CASE SIZE Ir i S° 8' i 5" 1/8 BEND PVC0 PIPE INSTALL 1/2 INCH DIA. HOLE THROUGH MECHANICAL PLUG PLUG HOLE WITH SILICONE CAULKING MECHANICAL PLUG CONCRETE CASE MANUFACTURED 'V 1/80BEND 45 DEG, WYE 5' MIN. PVC FIK r -----r ------------- -r '� MECHAMCAL PLUG 1 CITY OF SPRINGFIELD S'ANVAIW DEPT. OF PUBLIC WORKS STANDARD SANITARY WYE CLEANOUT ""N" 225 WITH STEEL. CODE nw,�.1 4-4 12' DRIVEWAY 1) 3" PERMEABLE ASPHALT PAVEMENT OVER, 2) AGGREGATE BASE ROCK CHAMBER DOWN TO 42" N.T.S. r• z rn 10.00' WIDTH 4.00' 30TTON ROAD—SIDE DITCH DETAIL N.T.S. 4H :: 1V MAX SUM TO PROPERLY UNE NOTES * NO ABOVEGROUND FACILITIES (FIRE HYDRANTS, POWER POLES, CATCH SIGNS, VALVES, J -BOXES, ETC.) SHALIL, BE PERMTTIED WITHIN THE SIDLiM X AREA * ALL SLWACES SHALL HAVE A BROOM FINISH. * SIDEWALKS, ACCESS RAMPS, AND RESIDENTIAL ORNEWAYS SHALL BE 3OOD PSI FIELD STRENGTH (3450 PSI LAB STRENGTH) 6.0 SACK MIX CONCRETE 7IC CURBS & COMMERCIAL DRIVEWAYS SHALL BE 3500 PSI FIELD STRENGTH (4025 PSI LAB STRENGTM) 6.3 SACK MIX CONCRETE 'e i.,1 Amo .., T t l RESIDENTIAL DRIVEWAY APRON SETBACK SIDEWALK u Pmuum City &&eer 2003 J _DATE N r- N M xto V1 � ti♦�;♦ 2 KEYED NOTES ;/\/\/\/\/\/\/\/\/ 3 0 3" ASPHALT PAVING— 3" LEVEL 2, 1/2" DENSE HMAC OVER (2 10" 3/4"-0" CRUSHED ROCK \\'�\�\\��\��\/��\��\��\ •�\��� WELL -DRAINED SUB -GRADE NOTES: 1. PAVING SHALL BE COMPACTED TO 92% RICE DENSITY VALUE. 2. SUB -GRADE SHALL BE PROOF ROLLED WITH LOADED DUMP TRUCK. COMPACTION TO CONTINUE UNTIL THERE IS NO PUMPING OF SOIL AND NEGIGLIBLE DEFLECTION. 3. CRUSHED ROCK SHALL BE PROOF ROLLED WITH LOADED DUMP TRUCK. COMPACTION TO CONTINUE UNTIL THERE IS NO PUMPING OF SUB -GRADE AND NEGIGLIBLE DEFLECTION. 4. SOFT SPOTS IN SUB -GRADE SHALL BE OVER -EXCAVATED A MINIMUM 6" OR UNTIL STABLE MATERIAL IS FOUND. FABRIC TO BE PLACED UNDER 3/4"-0 CRUSHED ROCK. 4 PAVEMENT SECTION DETAIL NT5 IF LANDING IS DEPRESSED, TRANSITION AT 12:1 MAX AS NECESSARY TO LANDING �A W A QTR 0' 4 2' x 4' Truncated Dome Texture FOR USE WITH SETBACK SECTION A — A SIDEWALKS�Y 12:1 MAX. SLOPE 50:1 SLOPE 12:1 SLOPE AS SHOWN ON PLANS 4' MIN. IF NEEDED NO LIP • ,.•:PER '" 4 • : • r LANDING• •m '.,' t,PRAPhP ' L6 R GUTTER 4 4" THICK CONC. ON 2" OF 3/4"-0" THICK COMPACTED CRUSHED ROCK * ND ABOVEGROUND FACILITIES (FIRE HYDRANTS, IM POLES, CATCH BASINS, VALVES, J -BOXES, ETC.) SHALL BE PFRMITIED WITHIN THE RAMP AREA * 0JR8 RAMPS AT MARLED CROSSWALKS SHAD. BE WHOLLY CONTAINED WITHIN THE MARI014GS (EXCLUDING CURB TRANSITIONS) * GTNiMUM 4' X 4' LANDINGS SHALL BE PLACED AT THE TOP OF ALL RAMPS LANDING SLOPE SHALL NOT EXCEED 50:1 IN ANY DIRECTION * RWP SLOPE SHALL NOT EXCEED 12:1 OR LESS RELATIVE M THE HORIZONTAL * AL SURFACES SWILL HAVE A BRODM FINISH EXCEPT FOR RAMPS RAMP SURFACE SK41 BE TEIRRED WITH RAID DIAMOND PATTERN (SEE DETAIL.) * SOEWAUtS, ACCESS RAMPS, AND RESIOENI& DRIVEWAYS SHALL BE 3000 PSI FIELD STRENGTH (3450 PSL LAB STRENGTH) 6.0 SOCK MIX CONCRETE * 0IR8S & COMMERCIAL DRIVEWAYS SHALL BE 3500 PSI HELD STRENGTH (4025 PSI LAB STRENGTH) 6.3 SACK MIX CONCRETE Q PiiQ1EC�10b1 Oc PiiO4ERt`i UtOTc � Ft RIk�IMUM I�PtCril NOTES oRr>Ewa� wti�x L � SA 4" L\P �SE�. KQZES� '�1iA0A'C �H10iki 12 4t NVA - 24 FZ V CURB CIS( `N\OM 5 6t�vl$lof, Date Received JAN 16 2019 Originai Stabmitt�l ��-�- 6" THICK 3000 PSI FIELD STRENGTH (3450 PSI LAB — 9STRENGTH 6.0 SACK MIX CREF ON 2" OF COMPACTED 3/4" MINUS CRUSHED ROCK p ` 1 5' TYPICAL v►stix saw S OR\vE�NR`( GRANS\Z\ON Vd\01G SHL L kn-\ EY.iENO BF`(ONO PROJECZ\ON O`r PR04ERl�t �\t�E 4.5' TYPICAL * ND ABOVE -GROUND FACILITIES (FIRE HYDRANTS, POWER POLES, CATCH BASINS, VALVES, J -BOXES, ETC.) SHALL BE PEREUTTED WITHIN THE APRON ARTA * THIS STANDARD DRAWING SHALL BE USED FOR SINGLE FAMILY HOMES AND DUPLEXES ONLY. REFER TO COMMERCIAL DRIVEWAY APRON DRAWING(S) FOR OTHER DEVELOPMENT TYPES * THROAT WIDTH SHAILL BE BETWEEN 12 FEET (MINIMUM) AND 24 FEET (MAXIMUM) * ALL SURFACES SHALL HAVE A BROOM FINISH. * REFER TO STANDARD DRAWING 3•-7 FOR CURB CUT DETAILS * CONCRETE IN APPROACH AND �IDEWALK BEHIND APPROACH SHALL BE 6' THICK (MIN) ON 2' OF 3/4' MINUS CRUM ROCK. * NO REINFORCEMENT IS REQUIRED * A CONTRACTION (SCORE) JOINT SHALL BE ADDED IN THE CENTER OF THE APRON WHEN THE THROAT W DTH EXCEEDS 20 FT. * SIDEYWKS, ACCESS RAMPS, AND RESIDENTIAL DRIVEWAYS SHALL BE 3000 PSI FIELD STRENGTH (3450 PSI LAB STRENGTH) 6.0 SACK MIX CONCRETE * CURBS & COMMERCIAL DRIVEWAYS SHALL BE 3500 PSI FIELD MENGTN (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 SHWl NOT EXCEED 12:1 RELATIVE 10 THE HORIZONAL * NO UP SUL BE PLACED AT THE GUTTER BAR. NO REVISION BY PR, 1 M' � l '1 f. RESIDENTIAL DRIVEWAY APRON SETBACK SIDEWALK u Pmuum City &&eer 2003 J _DATE N r- N M xto V1 � ti♦�;♦ k W PiiQ1EC�10b1 Oc PiiO4ERt`i UtOTc � Ft RIk�IMUM I�PtCril NOTES oRr>Ewa� wti�x L � SA 4" L\P �SE�. KQZES� '�1iA0A'C �H10iki 12 4t NVA - 24 FZ V CURB CIS( `N\OM 5 6t�vl$lof, Date Received JAN 16 2019 Originai Stabmitt�l ��-�- 6" THICK 3000 PSI FIELD STRENGTH (3450 PSI LAB — 9STRENGTH 6.0 SACK MIX CREF ON 2" OF COMPACTED 3/4" MINUS CRUSHED ROCK p ` 1 5' TYPICAL v►stix saw S OR\vE�NR`( GRANS\Z\ON Vd\01G SHL L kn-\ EY.iENO BF`(ONO PROJECZ\ON O`r PR04ERl�t �\t�E 4.5' TYPICAL * ND ABOVE -GROUND FACILITIES (FIRE HYDRANTS, POWER POLES, CATCH BASINS, VALVES, J -BOXES, ETC.) SHALL BE PEREUTTED WITHIN THE APRON ARTA * THIS STANDARD DRAWING SHALL BE USED FOR SINGLE FAMILY HOMES AND DUPLEXES ONLY. REFER TO COMMERCIAL DRIVEWAY APRON DRAWING(S) FOR OTHER DEVELOPMENT TYPES * THROAT WIDTH SHAILL BE BETWEEN 12 FEET (MINIMUM) AND 24 FEET (MAXIMUM) * ALL SURFACES SHALL HAVE A BROOM FINISH. * REFER TO STANDARD DRAWING 3•-7 FOR CURB CUT DETAILS * CONCRETE IN APPROACH AND �IDEWALK BEHIND APPROACH SHALL BE 6' THICK (MIN) ON 2' OF 3/4' MINUS CRUM ROCK. * NO REINFORCEMENT IS REQUIRED * A CONTRACTION (SCORE) JOINT SHALL BE ADDED IN THE CENTER OF THE APRON WHEN THE THROAT W DTH EXCEEDS 20 FT. * SIDEYWKS, ACCESS RAMPS, AND RESIDENTIAL DRIVEWAYS SHALL BE 3000 PSI FIELD STRENGTH (3450 PSI LAB STRENGTH) 6.0 SACK MIX CONCRETE * CURBS & COMMERCIAL DRIVEWAYS SHALL BE 3500 PSI FIELD MENGTN (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 SHWl NOT EXCEED 12:1 RELATIVE 10 THE HORIZONAL * NO UP SUL BE PLACED AT THE GUTTER BAR. NO REVISION BY PR, CfiY OF SPRfNGFJELD DEPT. OF PTTBLIC WORKS RESIDENTIAL DRIVEWAY APRON SETBACK SIDEWALK u Pmuum City &&eer 2003 sT�xD� DRAWING 3-21 20pS _DATE N r- N M xto V1 W i C U-) 0 SHEET C-4.0 of 3 r. E O -'4-U T� N r- N M xto V1 W i C U-) 0 k W ®lcnumi o '0 O Lot Cc: v 0 W 00 CL= LL — 0 [L f • I l � ` SHEET C-4.0 of 3 xto O k W SHEET C-4.0 of 3 z O 0 O f • I l � ` N -�-z o o C�) � � S • r-04 vG`- SHEET C-4.0 of 3 z 0 C) S vG`- p0 = (� w U z z ti w W L3 lil .. F Q a11 Q o v J z SHEET C-4.0 of 3 z 0 SHEET C-4.0 of 3