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HomeMy WebLinkAboutPlat, Partition APPLICANT 3/24/2015OWNERIDEVELOPER: DON HORTON 780 S. 57TH STREET SPRINGFIELD., OR 97478 Ln f*_1 X01 1=101 "# I I m PAVING I I I; I III, HOLLYr LEGEND: -E - FIRE HYDRANT IU - CURB INLET STORM WATER MANHOLE WASTEWATER MANHOLE RIP - UTILITY POLE 50 - WATER METER Pl- TRANSFORMER 0 - WATER VALVE WW - WASTEWATER LINE W - WATER MAIN STM - STORM WATER LINE TBR - TO BE REMOVED "IP77C TAW ZCQ%A139DVD ad FEBZARY 2n OP EAST 194.40 CHERRY 22"WALNU7 �,�DEAD) ; Ld T != AT I P) ��L&IT600 16 26 1 DOGWOOD E)Z71 DUa.EX -VACANT- (TO RBM Ln 6. 20" co Ln zo MAGNOLIA ZY-7 9_4� 4U 0 0 15"&5' 16 SPLIT • 24 POPLikR 9-4' 401 3 4a t6 Ex 14m 0 "X • GPv4W! 16 DqS71C SHD GINKGO CRVEWAY GARAGE L Em (TO EE E4S7W S7 -VP (TO EE f�EWVED) 67 WEST 194.40 A�L4�5 $ AZAIF 1"2_04-1.4 VICINITY MAP NOT TO SCALE A 't NOTES: SCALE: Jo, 0 /0 20 30 60 SCALE IS IN FEET ' CIVIL ENGINEER: DON B MOGSTAD, P.E. POAGE ENGINEERING & SURVEYING, INC. P.O. BOX 2527 EUGENE, OR 97402 (541) 485-4505 LAND SURVEYOR: MARVIN S. KRUSH, L.S. KRUSH AND ASSOCIATES 115 WEST 8TH AVENUE, SUITE 240 EUGENE, OR 97401 (541) 686-9211 I. THE PROPERTY IS NOT LOCATED WITHIN A FEMA 100 YEAR FLOOD ZONE. 2. THE PROPERTY IS NOT LOCATED WITHIN A TRAVEL ZONE. 3. THERE ARE NO EXISTING WATERCOURSES ON SITE. 4. THE SOIL TYPE PER THE SOIL SURVEY OF LANE COUNTY ARE 121E SALKUM SILTY CLAY LOAM, 2 TO 8 PERCENT AND 73 LINSLAW LOAM. PERMEABILITY FOR 121B IS SLOW. THE AVAILABLE WATER CAPACITY FOR 121B IS ABOUT 8TO 10 INCHES AND WATER SUPPLYING CAPACITY IS 17 TO 24 INCHES. PERMEABILITY FOR 73 IS IS SLOW. AVAILABLE WATER CAPACITY IS ABOUT 9 TO 12 INCHES. 5. THE EXISTING SEPTIC SYSTEM AND DRAINFIELD WILL BE REMOVED PRIOR TO FINAL PLAT APPROVAL. THE EXISTING HOUSE WILL CONNECT TO THE PUBLIC WASTEWATER SYSTEM PRIOR TO FINAL PLAT APPROVAL. 6. THERE ARE NO RIPARIAN AREAS, WETLANDS OR ROCK OUT- CROPPINGS ON-SITE. �Cy � a15-o�05 `Pa�,h�i��n kev��t��-� 0 �_ � v U._c 2Cs MAR 2 4 2015 12-31 wOriginal Submittal--- Ln 'T 3 w 0 N 04 < 0 F - z0 t_ Z 0 z 5 W W _j = < CL uo) z w Z 0 0 6;5 5: w cr_ v w © Z -1 CN I MIT Lr) tQ h U) Lr) 00'T z 000 __-LJ o) U) .�N- z LLJ Lj U-00 0 LLI F - z LLJ O.'zc LOZ) 0 c' L'i WAX Ld < Lr) Z N-LJLJozi Lr) Lf) 10 L U) z L >< ]L Lf) Cn F-� LIJ I LLJ LLJ V) Q_ F- < (n C/) uJ ONO Lr) < 0- U) 0 ) . V) VL.1i < V) CN V) 00 LLJ LLJ F- P-4 NJ F - CL uj Ld Ln < <®�. C; W 6 L)i LLJ F_ _j < < z: < ac,z0tDzc.>a c>. (/) U5 3: w( -D LU < -r d < n Of Q ii:: I I r"i a LL v w z 0 0� 0 Lr) 00'T z 000 __-LJ o) Q�--Ozo .�N- z LLJ Lj U-00 0 LLI F - z O.'zc LOZ) 0 c' L'i WAX Ld < Lr) Z N-LJLJozi Lr) Lf) 10 L I—V cj� o LIJ [L V) c'0 4 z L >< ]L Lf) Cn F-� LIJ I LLJ LLJ V) Q_ F- < (n ��V):E uJ ONO Lr) < 0- U) 0 ) . V) VL.1i wN V) CN V) 00 LLJ F- 0 F - CL uj Ld v w EXISTING 5' CONCRETE SIDEWALK WEST 194.40 ASSESSOR S MAP 18-02-04-14 04-14 TAX LOT #200 PARTITION TENTATIV DON HORTON E LAND DIVISION 3. THE EXISTING WATER LINE SERVING PARCEL I VIA, 57TH STREET, WILL BE USED BY PARCEL 2, WHEN DEVELOPED. PARCEL I WILL HAVE NEW WATER LINES CONSTRUCTED WITHIN THE 58TH STREET RIGHT-OF-WAY DURING THE PUBLIC IMPROVEMENT PHASE OF JON'S LANDING. 4.. PHONE AND CABLE SERVICES FOR THE LOTS WILL BE LOCATED WITHIN THE SAME TRENCH AS THE PROPOSED ELECTRICAL SERVICE. 5. STREET LIGHTS ARE BEING INSTALLED WITH THE JON'S LANDING PUBLIC IMPROVEMENTS, AS SHOWN. 6. THERE ARE NO TRANSIT FACILITIES ADJACENT TO THE PARTITION AND NONE ARE PROPOSED. 7. THE PROPOSED DRIVEWAY LOCATION FOR PARCEL 3 IS CONCEPTUAL ONLY. DRIVEWAYS FOR PARCELS 2 AND 3 WILL BE CONSTRUCTED AT THE TIME THEY ARE DEVELOPED. EACH DRIVEWAY WILL BE PAVED AT LEAST 18 FEET INTO ITS RESPECTIVE LOT. 8. ALL NEW UTILITIES WILL BE PLACED UNDERGROUND. 9. THE PROPOSED NEIGHBORHOOD MAILBOX UNIT AT THE NE CORNER OF THE 57TH STREET/58TH STREET INTERSECTION WILL SERVE THE 9 LOTS IN JON'S LANDING AND THE 3 PARCELS IN THIS PARTITION. OWNER: LOCATION: DON HORTON 780 S. 57TH STREET SPRINGFIELD, OR 97478 18-02-04-14 #100 827 S. 57TH STREET SPRINGFIELD, OR 97478 KRUSH AND ASSOCIATES 607 HWY 99 NORTH EUGENE, OR 97402 541-686-9211 DON MOGSTAD POAGE ENGINEERING & SURVEYING P.O. BOX 2527 EUGENE, OR 97402 541-485-4505 LDR WATER = S.U.B. ELECTRIC - S.U.B. SEWER - CITY OF SPRINGFIELD GAS - NW NATURAL PHONE - U.S. WEST CABLE - COMCAST MARCH 10, 2015 LEGEND- -g- EGEND:`g- FIRE HYDRANT ❑0 - CURB INLET - STORM WATER MANHOLE Q- WASTEWATER MANHOLE P/P - UTILITY POLE Z- WATER METER ® - TRANSFORMER 0 - WATER VALVE WW - WASTEWATER LINE W - WATER MAIN OHP - OVERHEAD POWER AND CABLE ............... - BUILDING SETBACK 0 - PROPOSED STREET TREE - PROPOSED STREET LIGHT WEST 194.40 1h� 1=0 NO CUT OR FILL IS PROPOSED WITH THIS PARTITION. EXISTING STORMWATER FROM THE HOUSE LOCATED ON PARCEL I WILL DRAIN TO 57TH STREET VIA WEEPHOLES IN CURB. STORMWATER FROM NEW IMPERVIOUS SURFACES ON PARCELS I AND 2 WILL DRAIN TO THE EXISTING STORMWATER SYSTEM IN 57TH STREET. STORMWATER FOR PARCEL 3 WILL DRAIN AS DRAIN TO THE EXISTING STORMWATER SYSTEM LOCATED IN 58TH AVENUE VIA WEEPHOLE`a IN CURB. IT APPEARS THAT STORMWATER FROM THE EXISTING HOUSE LOCATED 011 PARCEL I PREVIOUSLY DRAINED DOWN THE HILL, AFTER SPLASH BLOCKS, TO 58TH STREET. THE ADDED STORMWATER FROM PARCEL 3 WILL RESULT IN NO SIGNIFICANT CHANGE IN WATER RUNNING DOWN THE HILL TO 58TH STREET. TH-- STORMWATER STUDY ASSOCIATED WITH JON'S LANDING SHOWS THAT WITH THE ADDITIONAL INLET ON 58TH STREET (THROUGH THE JON'S LANDING IMPROVEMENTS) THERE IS CAPACITY AT THE INLETS AND WITHIN THE GUTTER FOR STORMWATER. THE PORTION OF SOUTH 58TH STREET THAT RUNS EAST --WEST, AS SHOWN ON THIS MAP HAS NOT BEEN CONSTRUCTED. IT IS PLANNED TO BE CONSTRUCTED IN THE= COMING MONTHS VIA JON'S LANDING PUBLIC IMPROVEMENT PLANS. CIVIC. ENGINEER. DON B MOGSTAD, P.E. POAGE ENGINEERING & SURVEYING, INC. P.O. BOX 2527 EUGENE, OR 97402 (541) 485-4505 LAND SURVEYOR: MARVIN S. KRUSH, L.S. 115 WEST 8TH AVENUE, SUITE 240 EUGENE, OR 97401 (541) 686-9211 SCALE: i" = 301 O WN'ER/DEVEL OPER: DON HOR TON 780 S. 57TH STREET SPRINGFIELD, OR 97478 eo " # - EXISTM STOW WATER MANiOLE Date Received'. ExcKs: 12-31-2016 ■ r r.r• rl rrr.rws. N N co Q <C cn O Z �3.. m < :D W CL 0 W tr_ J []C U < CL n (D Z o <C < z �e < LL a=V J CN m LL �ZI-�IN1r) I�I C� 1 1 ` Ln o �'� 000 W` 1 a [�Loc 4... Xow 0z0 ©o uj of0 Z 0 LQ ZD �C¢ w F - (,,'j LO @ 0z Jct`* W � n LLJ ---� o C> ILA o Opo C L Lr)U) 0V)Lj C}% C. o Q E`7 M :2 :2m N "d IT ._. Q < m = <C < z �e < LL a=V J CN m LL z �C J CL F_ z W Li CJ Q z 1..1.1 0 V) W J H W W U) 0 C� ` Ln o �'� 000 W` 1 a [�Loc 4... 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