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Home My WebLink AboutPlans Applicant 8/23/2024I I 494 � 492 493 495 �i N 0. 6$'W IV `zFl 0 GAS UTIL PROPOSED WATER MAIN PROPOSED WATER METER PROPOSED FIRE HYDRANT PROPOSED WATER VALVE PROPOSED GAS LINE PROPOSED DRY UTILITES (ELEC. CABLE AND PHONE) PROPOSED CONCRETE SIDEWALK PROPOSED LANDSCAPE F- D D X W NOTES: 1. THE PROPERTY IS NOT WITHIN THE 100 YEAR FLOODPLAIN PER FEMA FIRM MAP 41039C -1162F, EFFECTIVE DATE 6/2/1999 2. THE PROPERTY IS WITH THE 0-99 YEAR TIME OF TRAVEL ZONE PER CITY OF SPRINGFIELD WELLHEAD PROTECTION MAPS ON FILE. 3. SOIL TYPES ON SITE ARE 27.5% OXLEY URBAN LAND COMPLEX, HSG CD (0.20-0.57 IN/HR) 72.5% SALEM URBAN LAND COMPLES, HSG B (0.57-1.98 IN/HR) WATER TABLE DEPTH IS MORE THAN 80 INCHES NEARBY LOG REPORT LISTS WATER FOUND AT 11.7 FT BELOW SURFACE BOTH PER WEBSOIL SURVEY 4. THE INFORMATION SHOWN BELOW FOR PARCELS 2 AND 3 IS DESIGN. DATA PROVIDED BY IE ENGINEERING. THE SITE ALONG WITH "B" STREET PUBLIC IMPROVEMENTS ARE UNDER CONSTRUCTION AT THIS TIME. SEE CITY APPROVED PLANS ON FILE FOR DETAILED INFORMATION. 5. THE STREET LIGHT IS XXXXX LED ON A 30 FOOT HIGH ALUMINUM?? POLE. THE LIGHT HAS XXX LUMENS AND A SAVE THESE PLANS ARE FOR PLANNING PURPOSES ONLY AND ARE NOT TO BE USED FOR CONSTRUCTION IN THE FIELD. VICINITY MAP N.T.S. D J 2tc)� J � Q z 0 Lu V) V) OUL I T IR 0 LEGEND EXISTING BOUNDARY PROPOSED CONTOURS -- — = EXISTING CURB & GUTTER foo c c EXISTING GAS LINE -J -- EXISTING WATER LINE d � Q 00 EXISTING FIRE HYDRANT e® ® EXISTING WATER METER W — OHE — — EXISTING OVERHEAD ELECTRIC ct EXISTING STREET LIGHT (/)co WW EXISTING WASTEWATER SYSTEM ST _ EXISTING STORM DRAINAGE SYSTEM I I 494 � 492 493 495 �i N 0. 6$'W IV `zFl 0 GAS UTIL PROPOSED WATER MAIN PROPOSED WATER METER PROPOSED FIRE HYDRANT PROPOSED WATER VALVE PROPOSED GAS LINE PROPOSED DRY UTILITES (ELEC. CABLE AND PHONE) PROPOSED CONCRETE SIDEWALK PROPOSED LANDSCAPE F- D D X W NOTES: 1. THE PROPERTY IS NOT WITHIN THE 100 YEAR FLOODPLAIN PER FEMA FIRM MAP 41039C -1162F, EFFECTIVE DATE 6/2/1999 2. THE PROPERTY IS WITH THE 0-99 YEAR TIME OF TRAVEL ZONE PER CITY OF SPRINGFIELD WELLHEAD PROTECTION MAPS ON FILE. 3. SOIL TYPES ON SITE ARE 27.5% OXLEY URBAN LAND COMPLEX, HSG CD (0.20-0.57 IN/HR) 72.5% SALEM URBAN LAND COMPLES, HSG B (0.57-1.98 IN/HR) WATER TABLE DEPTH IS MORE THAN 80 INCHES NEARBY LOG REPORT LISTS WATER FOUND AT 11.7 FT BELOW SURFACE BOTH PER WEBSOIL SURVEY 4. THE INFORMATION SHOWN BELOW FOR PARCELS 2 AND 3 IS DESIGN. DATA PROVIDED BY IE ENGINEERING. THE SITE ALONG WITH "B" STREET PUBLIC IMPROVEMENTS ARE UNDER CONSTRUCTION AT THIS TIME. SEE CITY APPROVED PLANS ON FILE FOR DETAILED INFORMATION. 5. THE STREET LIGHT IS XXXXX LED ON A 30 FOOT HIGH ALUMINUM?? POLE. THE LIGHT HAS XXX LUMENS AND A SAVE THESE PLANS ARE FOR PLANNING PURPOSES ONLY AND ARE NOT TO BE USED FOR CONSTRUCTION IN THE FIELD. VICINITY MAP N.T.S. D J 2tc)� J � Q z 0 Lu V) V) OUL I T IR 0 a W w� foo r� v ) d � Q 00 O b�A e® W ct (/)co r� v ) d O e® ct (/)co co co as I� C/) ll� v1� WASTEWATER NOTES: 1. ALL PIPING IS REQUIRED TO FOLLOW THE OREGON STATE PLUMBING CODE, CURRENT EDITION. 2. EXISTING AND PROPOSED PUBLIC AND PRIVATE UTILITIES ARE SHOWN WATER NOTES: 1 ALL PIPING IS REQUIRED TO FOLLOW THE OREGON STATE PLUMBING LANDSCAPE NOTES: 1. CONTRACTOR MAY SUBSTITUTE PLANTINGS WITH APPROVED OPTIONS FROM THE CITY OF SPRINGFIELD APPROVED VEGETATION UST. IF SUBSTITUTES ARE DESIRED, CONTRACTOR SHALL SUBMIT PROPOSED SUBSTITUTIONS TO THE OWNER AND ENGINEER FOR APPROVAL PRIOR TO MAKING CHANGES. 2 DESIGNER IS NOT RESPONSIBLE FOR PLANT SURVIVAL. NOTES: 1. THE PROPERTY IS NOT WITHIN THE 100 YEAR FLOODPLAIN PER FEMA FIRM MAP 41039C -1162F, EFFECTIVE DATE 6/2/1999 2. THE PROPERTY IS WITH THE 0-99 YEAR TIME OF TRAVEL ZONE PER CITY OF SPRINGFIELD WELLHEAD PROTECTION MAPS ON FILE. 3. SOIL TYPES ON SITE ARE CODE, CURRENT EDITION. 3. IRRIGATION IS REQUIRED FOR PLANT SURVIVAL. AN IRRIGATION METER 27.5% OXLEY URBAN LAND COMPLEX, HSG CD (0.20-0.57 IN/HR) 2. CONTRACTORS SHALL COORDINATE WITH IRRIGATION SYSTEM DESIGNER WILL BE PROPOSED. IRRIGATION SYSTEM SHALL BE DESIGNED BY A 72.5% SALEM URBAN LAND COMPLES, HSG B (0.57-1.98 IN/HR) ON IRRIGATION SYSTEM TOUTING AND SIZES. PROFESSIONAL LICENSED TO PERFORM SUCH DESIGNS. WATER TABLE DEPTH IS MORE THAN 80 INCHES NEARBY LOG REPORT LISTS WATER FOUND AT 11.7 FT BELOW SURFACE 3. CONNECTION WILL BE MADE TO EXISTING 18" WATER LINE IN MAIN ST. 4. TOPSOIL SHALL BE USED WITHIN THE TOP 12 INCHES OF THE FACILITY, BOTH PER WEBSOIL SURVEY OR THE SOIL SHALL BE AMENDED TO SUPPORT PLANT GROWTH. 4. THE INFORMATION FOR PARCELS 2 AND 3 IS DESIGN DATA PROVIDED BY IE ENGINEERING. THE SITE ALONG WITH "B" STREET PUBLIC IMPROVEMENTS ARE UNDER CONSTRUCTION AT THIS TIME. SEE CITY APPROVED PLANS ON FILE FOR DETAILED INFORMATION. _el: A— -STSi ------- L_==1= NX61910mvit SIDEWALK LEGEND • RIP -RAP SPLASH PLASH PAD AT POND INLETS AND OUTLETS REFER TO PLAN VIEW ABOVE FOR Mo— 6"ST F DIMENSIONS 1' CONTOUR UNE WITHIN POND OVERFLOW DITCH INLET PER DETAIL BELOW STORMWATER NOTES: 1. DOWNSPOUT PIPING IS SHOWN FOR REFERENCE. CONTRACTOR SHALL VERIFY DOWNSPOUT LOCATIONS FROM BUILDINGS WITH ARCHITECTURAL PLANS AND CONNECT INTO APPROPRIATE PIPING SYSTEM. 2. ALL PIPING IS REQUIRED TO FOLLOW THE OREGON STATE PLUMDING CODE, CURRENT EDITION. 3. THE PROPOSED DETENTION POND WILL BE FULLY VEGETATED TO MEET CITY OF SPRINGFIELD REQUIREMENTS. 4. ALL PIPING WITHIN 5 FEET OF BUILDING FOUNDATION SHALL BE SOLVENT WELDED JOINTS AND APPROVED MATERIAL PER OREGON STATE PLUMBING CODE, CURRENT EDITION. 5. IT IS PROPOSED TO ROUTE ALL STORMWATER RUNOFF FROM NEW IMPERVIOUS PAVEMENT ONSITE INTO THE PROPOSED DETENTION POND. 6, 500 SQ FT OF DRIVEWAY AT MAIN STREET ENTRANCE EXEMPT FROM TREATMENT PER CITY OF EUGENE STORMWATER MANAGEMENT MANUAL. 7. THE PRESUMPTIVE METHOD WAS UTILIZED TO SIZE THE DETENTION POND. SEE STORMWATER DRAINAGE MEMORANDUM. Lm. 01 41111's "Iffil GROWING MEDIUM -war Q 1 SOCK -WRAPPED COMPACTED ROCK PERFORATED PIPE, DRILLED HOLES BELOW OUTLET FACING DOWNWARD GB STRUCTURES 6"ST ZONE SYMBOL HATCH QTY. BOTANICAL NAME COMMON NAME SIZE SPACING ------ JA 41's -GB Juncus acuminatus 4 , POT 1' O.C. cc 0� Tapertip Rush A co Q7 918 Carex obnupta Slough Sedge 4" POT 1' O.C. L D G I 00 cv _B bJJ co 5 000 _S Fl��- )No C-4 - F 0 6 'ww t STORMWATER NOTES: 1. DOWNSPOUT PIPING IS SHOWN FOR REFERENCE. CONTRACTOR SHALL VERIFY DOWNSPOUT LOCATIONS FROM BUILDINGS WITH ARCHITECTURAL PLANS AND CONNECT INTO APPROPRIATE PIPING SYSTEM. 2. ALL PIPING IS REQUIRED TO FOLLOW THE OREGON STATE PLUMDING CODE, CURRENT EDITION. 3. THE PROPOSED DETENTION POND WILL BE FULLY VEGETATED TO MEET CITY OF SPRINGFIELD REQUIREMENTS. 4. ALL PIPING WITHIN 5 FEET OF BUILDING FOUNDATION SHALL BE SOLVENT WELDED JOINTS AND APPROVED MATERIAL PER OREGON STATE PLUMBING CODE, CURRENT EDITION. 5. IT IS PROPOSED TO ROUTE ALL STORMWATER RUNOFF FROM NEW IMPERVIOUS PAVEMENT ONSITE INTO THE PROPOSED DETENTION POND. 6, 500 SQ FT OF DRIVEWAY AT MAIN STREET ENTRANCE EXEMPT FROM TREATMENT PER CITY OF EUGENE STORMWATER MANAGEMENT MANUAL. 7. THE PRESUMPTIVE METHOD WAS UTILIZED TO SIZE THE DETENTION POND. SEE STORMWATER DRAINAGE MEMORANDUM. Lm. 01 41111's "Iffil GROWING MEDIUM -war Q 1 SOCK -WRAPPED COMPACTED ROCK PERFORATED PIPE, DRILLED HOLES BELOW OUTLET FACING DOWNWARD GB STRUCTURES 6"ST I FAI DRY DETENTION POND #1 STRUCTURE DETAIL cq GB - P ST ETL_j NTS /TREES "'A j- 1 -T49 -7-L . -0 –Im"mmo-1 'mmm— 11 -1 20 'DW 2O1 DW 42 STORMWATER ST ST — — — — S T — — — — S T — — — — S T — — — — S T 11 ST 100" WATER w ST FL @ (2)j" WATER ----------- CONNECTION ------------------------------------ & 486.35 MAIN STREET (HWY 126) BACKFLOW ww - - - ww - ww - - - ww - Ww - - - ww ww - ww WWFL@ 24" WASTEWATER CONNECTION _�= 480.31 12" ROCK CHAMBER SPLASH - PAD (TYP.) 2.00' DEPTH P-Ammomi'�6,0,0 DRY DETENTION POND CROSS—SECTION DETAIL NTS REFER TO OREGON STD DWG RD317 FOR RIP -RAP AND MITERED INLET DETAILS LEGEND PROPOSED CONTOURS WATER LINE PLANT LIST FOR DETENTION POND ZONE SYMBOL HATCH QTY. BOTANICAL NAME COMMON NAME SIZE SPACING A JA 41's 918 Juncus acuminatus 4 , POT 1' O.C. cc 0� Tapertip Rush A co Q7 918 Carex obnupta Slough Sedge 4" POT 1' O.C. ct 00 cv _' vI CA. bJJ co )No C-4 - F 0 t 8"ST Imam 00 _T] 'III IA 1 U) (0 I FAI DRY DETENTION POND #1 STRUCTURE DETAIL cq GB - P ST ETL_j NTS /TREES "'A j- 1 -T49 -7-L . -0 –Im"mmo-1 'mmm— 11 -1 20 'DW 2O1 DW 42 STORMWATER ST ST — — — — S T — — — — S T — — — — S T — — — — S T 11 ST 100" WATER w ST FL @ (2)j" WATER ----------- CONNECTION ------------------------------------ & 486.35 MAIN STREET (HWY 126) BACKFLOW ww - - - ww - ww - - - ww - Ww - - - ww ww - ww WWFL@ 24" WASTEWATER CONNECTION _�= 480.31 12" ROCK CHAMBER SPLASH - PAD (TYP.) 2.00' DEPTH P-Ammomi'�6,0,0 DRY DETENTION POND CROSS—SECTION DETAIL NTS REFER TO OREGON STD DWG RD317 FOR RIP -RAP AND MITERED INLET DETAILS LEGEND PROPOSED CONTOURS WATER LINE PLANT LIST FOR DETENTION POND ZONE SYMBOL HATCH QTY. BOTANICAL NAME COMMON NAME SIZE SPACING A JA 918 Juncus acuminatus 4 , POT 1' O.C. cc 0� Tapertip Rush A co Q7 918 Carex obnupta Slough Sedge 4" POT 1' O.C. - ww - - — WASTEWATER SYSTEM [Ax ST - - — STORM DRAINAGE SYSTEM PROPOSED STREET TREES o ACER X FREEMANI (SCARLET SENTINEL MAPLE) PROPOSED LANDSCAPE SXE, 1'�=jo' co co LO T_ C14 04 00 z C) ct cc 0� Q7 ct cv _' vI CA. bJJ Old co LO T_ LO T_ C14 04 00 :j 0 ct cc 0� ct Old LO T_ C14 04 00 :j 0 z cc 0� LEGEND EXISTING BOUNDARY 100 -- ---- , ." PROPOSED CONTOURS —=== == = EXISTING CURB & GUTTER 691W G G EXISTING GAS LINE -- - ----t - --- EXISTING WATER LINE EXISTING FIRE HYDRANT PRELIMINARY LAND PARTITION LOCATED IN THE SOUTHEAST QUARTER OF SECTION 32, TOWNSHIP 17 SOUTH, RANGE 2 WEST, W.M. SPRINGFIELD, LANE COUNTY, OREGON AUGUST 15, 2024 nw EXISTING WATER METER GAS - OH - - EXISTING OVERHEAD ELECTRIC UTIL EXISTING STREET LIGHT ww - EXISTING WASTEWATER SYSTEM ST _ __ _ EXISTING STORM DRAINAGE SYSTEM `I i 495 494 492 493 �I i I r • W I V) Q ry Of -_ PROPOSED WATER MAIN PROPOSED WATER METER PROPOSED FIRE HYDRANT PROPOSED WATER VALVE PROPOSED GAS LINE PROPOSED DRY UTILITES (ELEC. CABLE AND PHONE) PROPOSED CONCRETE SIDEWALK PROPOSED LANDSCAPE F_ Ln X W NOTES: 1. THE PROPERTY IS NOT WITHIN THE 100 YEAR FLOODPLAIN PER FEMA FIRM MAP 41039C -1162F, EFFECTIVE DATE 6/2/1999 2. THE PROPERTY IS WITH THE 0-99 YEAR TIME OF TRAVEL ZONE PER CITY OF SPRINGFIELD WELLHEAD PROTECTION MAPS ON FILE. 3. SOIL TYPES ON SITE ARE 27.5% OXLEY URBAN LAND COMPLEX, HSG CD (0.20-0.57 IN/HR) 72.5% SALEM URBAN LAND COMPLES, HSG B (0.57-1.98 IN/HR) WATER TABLE DEPTH IS MORE THAN 80 INCHES NEARBY LOG REPORT LISTS WATER FOUND AT 11.7 FT BELOW SURFACE BOTH PER WEBSOIL SURVEY 4. THE INFORMATION SHOWN BELOW FOR PARCELS 2 AND 3 IS DESIGN DATA PROVIDED BY IE ENGINEERING. THE SITE ALONG WITH "B" STREET PUBLIC IMPROVEMENTS ARE UNDER CONSTRUCTION AT THIS TIME. SEE CITY APPROVED PLANS ON FILE FOR DETAILED INFORMATION. 5. THE STREET LIGHT IS AUTOBAHN ATBO WITH 15,351 LUMENS NOMIMAL PER CITY PROVIDED DETAIL ON A 30 FOOT HIGH ALUMINUM POLE. THESE PLANS ARE FOR PLANNING PURPOSES ONLY AND ARE NOT TO BE USED FOR CONSTRUCTION IN THE FIELD. VICINITY MAP N.T.S. 0 J =`n(n c� J W Q jzLd o cnuio 'z^ V V) SCALE. 1`100' ��.�O1ZAL SJR, F A C) H un o� W Ho Woo Hq^ w� o"o v1 O 00 cn 50 W 's ��.�O1ZAL SJR, F A C) 0 N. m 0 clzsP v1 O as^l W N N. m