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Plan, Tentative APPLICANT 1/26/2016
NOTES: 1. CABLE TV, GAS AND TELEPHONE WILL BE TRENCHED WITH ELECTRIC. 2. STORM WATER WILL DRAIN TO THE CURB AND GUTTER OF S.'57TH,PLACE. FROM THERE IT WILL RUN SOUTH UNTIL IT REACHES THE PROPOSED CURB INLETS As SHOWN. THE WATER WILL THEN DRAIN TO THE SOUTH, VIA THE PROPOSED 1 12' STORM WATER LINE UNTIL IT REACHES THE EXISTING 12' STORM WATER LINE LOCATED IN THE EXISTING PORTION OF $.- 57TH PLACE 7 3. SIZE AND TYPE OF STREET TRESS WILL BE DETERMIN1.D, DURING THE FINAL PLAT ,PROCESS. 4. NO CUT OR FILL IS PROPOSED FOR BUILDING SITES AT THIS POINT IN TIME. 5. DRIVEWAY ACCESS TO PARCEL 3 MAY BE AT THE NORTHEAST CORNER OF PARCEL 3. GIVEN NO PARKING ON THE SOUTH SIDE OF THE ROAD, THE SIGHT DISTANCE IS ADEQUATE AND THIS LOCATION IS THE BEST FIT FOR THE EXISTING SITE TOPOGRAPHY. EXISTING WASTEWA CONNECTION POINT + 136' PAVING 59' R.O.W. E. MINOR PARTITION FOR RON GALCERAN. TENTATIVE LAND DIVISION OWNER: RON GALCERAN 974 S. 56TH STREET SPRINGFIELD, OR 97478 LOCATION: 18-02-04-14'#200 855:S. . 57TH STREET SPRINGFIELD, OR 97478 SURVEYOR: THOMAS F. POAGE POAM ENGINEERING & SURVEYING ENGINEERING ' 8' X, 0 :257 EUGENE,,OR;.'97402 ENGINEER, DON MOGSTAD 'ENGINEERING PO.A68 & SURVEYING P.O.:BOX '2527 EUGENE, LV LIVL, 04 JOINT UTILITY ZONING: LDR TRENCH z ta i DATE: OCTOBER 30, 2015 aj. 0 EF -0-1 i04 EAST 77. X Nl- I SCALE : I" - 30' mammm EXISTING TO REMA BOOTH KELLY ROAD VICINITY MAP NO TO SCALE MT. VERNON ROAD I X tn ICIO 36' PAVING MINOR. PARTITION FOR R.ON G.A LCER.AN SITE .ASSESSMENT OF EXISTING CONDITIONS d.. S 58TH STREET NOTES: d' Q i• THE PROPERTY IS NOT LOCATED WITHIN A FEMA 100 YEAR a 0 974 S. 56TH STREET FLOOD ZONE. # 2. THE PROPERTY IS NOT LOCATED WITHIN A TRAVEL ZONE. ¢ O 855 S. 57TH STREET � X 3. THERE ARE NO EXISTING WATERCOURSES ON SITE. POAGE ENGINEERING & SURV P.O. BOX 2527 4. THE SOIL TYPE PER THE SOIL SURVEY OF LANE COUNTY `SILTY TO o~ LDR ARE 121B SALKUM' CLAY LOAM, 2 8 PERCENT AND c 73 LINSLAW LOAM. PERMEABILITY FOR 1216 IS SLOW. THE Ld AVAILABLE WATER CAPACITY FOR 121E IS ABOUT 8 TO 10 Q 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. THERE ARE NO CHANGES PROPOSED FOR THE PARCELI STRUCTURES. DEWALK �r N F- 0 D F- X w a EAST. 194.40 .ME" r® = Q , E Np ( ujo6 41 t. cn 7' PUE Ln o JOINT UTILITY TRENCH WTR, ELEC, PHONE, t z CABLE, GAS EAST 50.00' WEST 421.02 POAGE ENGINEERING & SURVEYING, INC. P.O. BOX 2527 " BUGSNB, OREGON 97402.0 (541) 485-4505 JOB No. 8941, 8941SIT5_ASSESSMBNT, D'WN. BY AMZ, DATBe 11-15 U L7'UE OWNER: RON GALCERAN 974 S. 56TH STREET SPRINGFIELD, OR 97478 LOCATION: 18-02-04-14 #200 855 S. 57TH STREET SPRINGFIELD, OR 97478 ENGINEER: DON MOGSTAD POAGE ENGINEERING & SURV P.O. BOX 2527 EUGENE, OR 97402 ZONING: LDR DATE: OCTOBER 30, 2015 &N, LEGEND 'g - FIRE HYDRANT © - CURB INLET Q- STORM WATER MANHOLE ®� WASTEWATER MANHOLE P/P - UTILITY POLE 621- WATER METER ® - TRANSFORMER ®- WATER VALVE WW - WASTEWATER LINE W - WATER MAIN STM -STORM WATER LINE Fite- o P �_1'j P2_t0 - 00W9 3 JAN 2 6 2116 Original Subtnl(bal i JOINTLUTY TRENCH 9 G 01lEO. P, ONE, CAGAS AST SO.p �y LEVEL h AREAOE S BOTTOM OF TRENCH FABRIC TO BE LOCATED ON FABRIC NATURAL GROUND Lir.VEL.:SRREADER Nor rQ s6A.I.E TO BE. CONSTRUCTED ALONG WITH THE CURRENT ROAD PROJECT PQA-GR BNGINURTWG -& SURVEYING/ V, F.O. B 2527 * EUGENE, OREGON 97402 ' (541) 488-4.8;05 JOU No. 8441, 8941-GRAD-PAV-PARTITION.GM, DWN. BY AUZ, DAM. 11-18 FINISH[ COMOUR (AT. R<)A,DWAX) WER RON GALCERAN 974 S. 56TH STREET SPRINGFIELD, OR 97478 L.QCATIOR 18-02-04-14 #200 855 S. 57TH`. STREET SPRINGFIELD, OR 97478 BOM DON MOGSTAD POAGE ENGINEERING & SURVEYING INC. P.Q.BOX 2527 EUGENE, OR 97402 (541) 485-4505 ZONNG LDR DATE OCTOBER 30, 2015 NOTES: THE, STORM DRAINAGE FROM .SOUTH 57TH PLACE IS ACCOMMODATED THROUGH A LEVEL SPREADER AT THE SOUTH END OF SOUTH 57TH PLACE; THERE IS :ALSO A TEMPORARY STORM DRAINAGE EASEMENT OVER THE'EASTERLY PORTION OF PARCEL TO ALLOW FOR SURFACE RUNOFF ACROSS THE SITE: THERE IS: NO PROPOSED CHANGE TO THE RUNOFF CHARACTERISTICS AS ASSOCIATED WITH PARCEL I, THE. RUNOFF FROM (DEVELOPED) PARCEL 2 IS INTNDEO' TO -DRAIN TO "SOUTH 57TH PLACE, AND THE RUNQFF FROM (DEVELOPED) PARCEL 3 IS INTENDED TO DRAIN- TO SOUTH 58TH PLACE. ►IMMAW= c' We�on � PtA J ate eceIved; 36' PING 59 ww k, N Pi 1 � £XISTiNG Rcm 8ID£WALK ul t{aIT �o i JOINTLUTY TRENCH 9 G 01lEO. P, ONE, CAGAS AST SO.p �y LEVEL h AREAOE S BOTTOM OF TRENCH FABRIC TO BE LOCATED ON FABRIC NATURAL GROUND Lir.VEL.:SRREADER Nor rQ s6A.I.E TO BE. CONSTRUCTED ALONG WITH THE CURRENT ROAD PROJECT PQA-GR BNGINURTWG -& SURVEYING/ V, F.O. B 2527 * EUGENE, OREGON 97402 ' (541) 488-4.8;05 JOU No. 8441, 8941-GRAD-PAV-PARTITION.GM, DWN. BY AUZ, DAM. 11-18 FINISH[ COMOUR (AT. R<)A,DWAX) WER RON GALCERAN 974 S. 56TH STREET SPRINGFIELD, OR 97478 L.QCATIOR 18-02-04-14 #200 855 S. 57TH`. STREET SPRINGFIELD, OR 97478 BOM DON MOGSTAD POAGE ENGINEERING & SURVEYING INC. P.Q.BOX 2527 EUGENE, OR 97402 (541) 485-4505 ZONNG LDR DATE OCTOBER 30, 2015 NOTES: THE, STORM DRAINAGE FROM .SOUTH 57TH PLACE IS ACCOMMODATED THROUGH A LEVEL SPREADER AT THE SOUTH END OF SOUTH 57TH PLACE; THERE IS :ALSO A TEMPORARY STORM DRAINAGE EASEMENT OVER THE'EASTERLY PORTION OF PARCEL TO ALLOW FOR SURFACE RUNOFF ACROSS THE SITE: THERE IS: NO PROPOSED CHANGE TO THE RUNOFF CHARACTERISTICS AS ASSOCIATED WITH PARCEL I, THE. RUNOFF FROM (DEVELOPED) PARCEL 2 IS INTNDEO' TO -DRAIN TO "SOUTH 57TH PLACE, AND THE RUNQFF FROM (DEVELOPED) PARCEL 3 IS INTENDED TO DRAIN- TO SOUTH 58TH PLACE. ►IMMAW= c' We�on � PtA J ate eceIved;