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HomeMy WebLinkAboutPlan, Tentative APPLICANT 2/11/2016TELECOMMUNICATIONS ACCESS CABINET CATV ACCESS CABINET CURB INLET CATCH BASIN WATER METER WATER VALVE FIRE HYDRANT POWER POLE POWER POLE WITH STREET LIGHT CONCRETE SURFACE CONIFEROUS TREE (SIZE & SPECIES AS NOTED) DECIDUOUS TREE (SIZE AND SPECIES AS NOTED). SITE ASSESSMENT OF EXISTING CONDITIONS FOR LUNDBL.AD PLAT SB 1/4 SFC. 34 T 1.7 S, R 2 W W.M. ASSESSOR'S MAP NO. 17-02-34-42 TL -No. 100 SPRINGFIELD, LANE COUNTY, OREGON FEBRUARY 6, 2016 NQies Legend —SAN —-- EXISTING SANITARY SEWER s HM WAY --- --STM -- -- EXISTING STORM SEWER ='® ca �n W EXISTING U.G. WATER MAIN t 1 m OHP EXISTING OVERHEAD POWER `�, G EXISTING U.G. GAS MAIN Q1 ID EXISTING SANITARY SEWER MANHOLE e0 SANITARY SEWER CLEANOUT GRAPHIC PLOTTING THEREON, THE SITE IS SITUATED IN A ZONE X WHICH IS NOT A t ST) EXISTING STORMWATER MANHOLE t SPECIAL FLOOD HAZARD AREA. Q NATURAL GAS VALVE VICINITY M A P 3. PER THE SCS SOIL SURVEY OF LANE COUNTY OREGON THE SITE 1S WHOLLY COMPRISED ® NATURAL GAS RISER —X X FENCE LINE AS NOTED a TELECOMMUNICATIONS ACCESS CABINET CATV ACCESS CABINET CURB INLET CATCH BASIN WATER METER WATER VALVE FIRE HYDRANT POWER POLE POWER POLE WITH STREET LIGHT CONCRETE SURFACE CONIFEROUS TREE (SIZE & SPECIES AS NOTED) DECIDUOUS TREE (SIZE AND SPECIES AS NOTED). SITE ASSESSMENT OF EXISTING CONDITIONS FOR LUNDBL.AD PLAT SB 1/4 SFC. 34 T 1.7 S, R 2 W W.M. ASSESSOR'S MAP NO. 17-02-34-42 TL -No. 100 SPRINGFIELD, LANE COUNTY, OREGON FEBRUARY 6, 2016 NQies i s HM WAY o 5i 1. PER THE WATER QUALITY LIMITED WATERCOURSE MAP ON FILE IN THE DEVELOPMENT SERVICES ca �n c� DEPARTMENT, THERE, ARE NO WATERCOURSES THAT TRAVERSE THE SUBJECT PROPERTY THAT t 1 3 7.0' P.U.E. I -i WOULD REQUIRE A RIPARIAN SETBACK. `�, EXISTING 1 2. THE SUBJECT PROPERTY APPEARS ON FEMA COMMUNITY PANEL NO. 41039CII66-F AND BY GRAPHIC PLOTTING THEREON, THE SITE IS SITUATED IN A ZONE X WHICH IS NOT A I t SPECIAL FLOOD HAZARD AREA. i VICINITY M A P 3. PER THE SCS SOIL SURVEY OF LANE COUNTY OREGON THE SITE 1S WHOLLY COMPRISED NCS SCALE OF TYPE 32 COBURG URBAN.LAND COMPLEX SOILS. THESE SOILS ARE CHARACTERIZED AS DEEP AND MODERATELY WELL DRAINED. THE PERMEABILITY RATE OF COBURG SOILS IS MODERATELY SLOW WITH SLOW RUNOFF RESULTING IN ONLY A SLIGHT HAZARD FOR RIDGEVIEW ELEMENTARY SCHOOL PROPERTY UTILITY WATER EROSION: CABINET . 17-02-34-13 TL No. 700 ARRAY 4. PER THE WETLAND MAPS AVAILABLE FROM THE CITY OF SPRINGFIELD PLANNING DEPT„ THERE : . ARE NO LOCALLY OR NATIONALLY INVENTORIED WETLANDS LOCATED ON THE SUBJECT PROPERTY. �-' 5. THE SITE IS LOCATED PRIMARILY WITHIN A 10-99 COMBINED ZOC WELLHEAD PROTECTION AREA. 10 YR. TIME OF TRAVEL .».--•_•21• Siµ""" """"'_~ - _..._..,..._,.....-- 2 2.4' .. .... TIME OF TRAVEL „-„• _-24' STu---------- »st' s1µ- _— _., , _.»_ •fir• • �o24' M •.w�+rw�r s �r�r� •. w� * e APPLEP, �rwww . wr y • •. EXISTING , �L i4(�K .' s ,� • � • .�� • • w�n� • w�rrr . wmumm"14' 10' CHERRY ZONE BOUNDARY _ SIDEWALK 1 _ _ - - -- -, 20-99 COMBINED I ZONE OF CONCENTRATION 1 _ � __ ---_ - - T--- _ _ — — _ ` i2" CHERRY 18' FIR 24' FIR 28' FIR I 3 i 10' CHERRY 12` FILBERT 6' BIRCH . 12' CHERRY i ' 17-02-34-421 WOODEN 7 1 8 TL No. 2200 7EX1 1 P.U.E. 4 CHERRY DECK ( 1 12' -CHERRY 350 66TH ST. 1 I 12' FIR 8' APPLE RESIDENCE 1 y TO REMAIN " 8 BIR 12' FIR —~~ 12" FIR -7 18' APPlE 12 FILBERT ,r/ :• >: 1 12' FIR "r SHOP TOBEGARAGE // V • � i To NORTH " B " S T R S E � •,.�... � - - �a� . REMavED i EXPIRES: 12-31-2016 1 n4 2 D 12' APPLE 18' APPLE .p a � REMAIN 517 18' APPLE QA M P No. 1 1 � i I R.O.W. DEDICATED I IN THE PLAT 7.0' .U.E OF BRYE 1 EXISTING 1 1 '�. i 17-02-34-42 TL No. 202 I 17-02-34-42 TL No. 203 17-02-34-42 TL No. 201 Bio N POAGE ENGINEERING & SURVEYING, INC.. P.O. Sax 2827, • EUGENE, OREGON 97402 * (541) 485-4505 ( tY `Dy) "� l JOS No. 4810 * DRAWN: )AM48 OMD * 2-14 A E'+ I I w � �1� 1 Hi( 1 I 1 I GUY 1 ANCHOR ; 26A' i ! i � 1 I � 30.0' 1 7R.O.W. 1 1• 1 1 t �Sl 1' 1• SCALE : I" - 30' 13 Y C 14 "B" STREET i 0 Dail; I� ceive(f: rig1na1 submittal --- t r---�" ca c� t 1 3 7.0' P.U.E. I -i t IT -02.34-42 TL No. 2500 `�, EXISTING 1 I t i 1 n4 2 D 12' APPLE 18' APPLE .p a � REMAIN 517 18' APPLE QA M P No. 1 1 � i I R.O.W. DEDICATED I IN THE PLAT 7.0' .U.E OF BRYE 1 EXISTING 1 1 '�. i 17-02-34-42 TL No. 202 I 17-02-34-42 TL No. 203 17-02-34-42 TL No. 201 Bio N POAGE ENGINEERING & SURVEYING, INC.. P.O. Sax 2827, • EUGENE, OREGON 97402 * (541) 485-4505 ( tY `Dy) "� l JOS No. 4810 * DRAWN: )AM48 OMD * 2-14 A E'+ I I w � �1� 1 Hi( 1 I 1 I GUY 1 ANCHOR ; 26A' i ! i � 1 I � 30.0' 1 7R.O.W. 1 1• 1 1 t �Sl 1' 1• SCALE : I" - 30' 13 Y C 14 "B" STREET i 0 Dail; I� ceive(f: rig1na1 submittal --- [REGISTERED PROFESSIONAL LAND SURVEYOR F OREGON JULY 13, 1984 ATHAN A. OAKES 2105 EXPIRES: DECEMBER 31, 2016 VAULT- _.-....-....-.24' Sim —...,.....—.,.,-......»......--......... i 1 9 1 t 3 I 1 • 17-02-34-42 7 0' P U.E. 7 $ TL No. 2200 EXISTING- j 1 L LGHT. 1401 j LPs LUMINAIRE o , Qs 20' WOOD POLE 1 0 FL- 50.0' N - '"" "" _. .sett Legend -- -- SAN —» -- EXISTING SANITARY SEWER © TELECOMMUNICATIONS ACCESS CABINET - SAN EXISTING SANITARY SEWER I1 CATV ACCESS CABINET STM EXISTING STORM SEWER Ila EXISTING CURB INLET STM EXISTING STORM SEWER EXISTING CATCH BASiN 3 5 I PROPOSED CATCH BASIN V,► EXISTING U.G. WATER MAIN 7.0' P.U.E. 2'W FUTURE WATER MAIN I� PROPOSED WATER QUALITY TREATMENT MANHOLE OHP EXISTING OVERHEAD POWER ( WATER METER P!T EXISTING U.G. POWER AND TELECOMM. WATER VALVE PIT• FUTURE U.G. POWER AND TELECOMM. 0 FIRE HYDRANT G EXISTING U.G. GAS MAIN I -�- POWER POLE ".S) EXISTING SANITARY SEWER MANHOLE POWER POLE WITH STREET LIGHT PROPOSED SANITARY SEWER MANHOLE . EXISTING CONCRETE SURFACE i`�} EXISTING 5TORMWATER MANHOLE Q EXISTING SANITARY SEWER CLEANOUT BUILDABLE AREA ENVELOPE ® PROPOSED CLEANOUT elh PROPOSED STREET TREE —X X— EXISTING FENCE LiNE AS NOTED [REGISTERED PROFESSIONAL LAND SURVEYOR F OREGON JULY 13, 1984 ATHAN A. OAKES 2105 EXPIRES: DECEMBER 31, 2016 VAULT- _.-....-....-.24' Sim —...,.....—.,.,-......»......--......... i 1 9 1 t 3 I 1 • 17-02-34-42 7 0' P U.E. 7 $ TL No. 2200 EXISTING- j 1 L LGHT. 1401 j LPs LUMINAIRE o , Qs 20' WOOD POLE 1 0 FL- 50.0' N - '"" "" _. .sett 1 M z TENTATIVE SUBDIVISION PLAN FOR LUNDBLAD PLAT SB 114 SBC. 34 T 17 S, R 2 W W. ASSESSOR'S MAP NO. 17-02-34-42 TL No. 100 SPRINGFIELD, LANE COUNTY, OREGON FEBRUARY 61 2016 Nofie I. THE SUBJECT PROPERTY IS SERVED BY LANE TRANSIT DISTRICT'S No. 11 THURSTON BUS LINE. THE NEAREST TRANSIT STOP IS ON THE NORTH SIDE OF McKENZIE HWY. APPROXIMATELY 750 FEET SOUTH OF THE SUBJECT PROPERTY. 2. SINCE THE TRAFFIC IMPACT FROM THE PROPOSED 5 LOT LAND DIVISION WOULD GENERATE LESS THAN 100 PEAK HOUR TRIPS PER DAY, A TRAFFIC IMPACT STUDY WILL NOT BE REQUIRED FOR THIS LAND USE APPLICATION, 3. LOT I FRONTS ON 66TH STREET. 66TH STREET IS A NORTH -SOUTH STREET AND PER SDC 3.2-215, LOT I WOULD BE REQUIRED TO HAVE 60 FEET OF FRONTAGE. UNDER THIS DEVELOPMENT SCENARIO LOT I HAS 51 FEET OF FRONTAGE ON 66TH STREET. CONCURRENTLY WITH THIS LAND DIVISION APPLICATION, THE APPLICANT WILL BE SUBMITTING A VARIANCE APPLICATION FOR A MINOR VARIANCE TO THE LOT DIMENSION STANDARDS TO' ALLOW FOR A 15% REDUCTION IN THE LOT FRONTAGE STANDARD AFFECTING THE PROPOSED LOT 1. RIDGEVIEW ELEMENTARY SCHOOL PROPERTY UTILITY 17-02-34-13 TL No. 700 CABINET ARRAY EXT'G STORM MANHOLE--siu------- - FL- 507 81 - - --» --- - .- ----- ._... NEW 8' FL 511.0 ,r•,-, .-...24• siu--^.,----"""•'.... -- ---21' Siu--- _ ca � vt�c Fxlsll' INS INS eeeee' eeei 2 o2- 1 -� R-26' R-26'111 ;1 " AS .0 CURBSIDE IDEWALK .� F-\` i ?0`---• 2•Kr.. 1 -- _I 1 70' PUE FL - LOT 4, 3870 SQ.FT. STREET LIGHT LED LUMINAIRE ON 30' FIBERGLASS POLE 2 EXISTING J, V' 17-02-34-42 TL No. 202 I 17-02-34-42 TL No. 203 POAGE ENGINEERING & SURVEYING, INC. P.O. BOX 2527 • EUGENE, OREGON 97402 ' (541) 485.4505 JOB No. 4310 ' DRAWN: JAO\4310.GXD • 2-14 LOT I. ;000 SQ.FT., , FL- $12.80 ui' 93.6' 1 i k.iL= 51270 WOODEN DECK PROPOSED 350 66TH ST. 7.0' PUE , RESIDENCE i �(� TO REMAIN i K -L4.1 1 N 77 GARAGE �// 75 SQ. T.�/ ' 9.0 TQ �� 517 'Z . REMAIN 6.0' PROPOSED -STREET 17-02-34-42 TL No. 201 P.POLE No. 76060 WIDROP '• I f An .. I SCALE.: i" - 30' ST. LGHT. 1469 HPS LUMINAIRE 20' WOOD POLE i I� 1 C- D - Sl a I,r a a : .it. S ?•-•sAtt•-!-- M f � i zw i ff i 1 i j ;�• t : •1, lTW i 13 " C T. 36' PAVJ '~ E-.1 E-1i� 14 } ' 0 i 1 •: HOR 26.4' I { E ).0' ; 1 1 i i •.. "B" STREET i } d I � ..S�1--•SAN- 1 � ST. LGHT. 1467 HPS LUMINAIRE 26' WOOD POLE Owner: ROY LUNDBLAD _ 1444 VERA DRiVE s".0 eiver 4 SPRINGFIELD OR. 97477 FEB 1 1 2016 'i s 61 iast,sbt'ri'ittaI---m,,_..- pq i s t` r - " ul "- PROPOSED FIRE HYDRANT i #! P4 3 5 I 1 1 I 7.0' P.U.E. 17-02-34-42 TL No. 2500 EXISTING' f Ii i I I 1 M z TENTATIVE SUBDIVISION PLAN FOR LUNDBLAD PLAT SB 114 SBC. 34 T 17 S, R 2 W W. ASSESSOR'S MAP NO. 17-02-34-42 TL No. 100 SPRINGFIELD, LANE COUNTY, OREGON FEBRUARY 61 2016 Nofie I. THE SUBJECT PROPERTY IS SERVED BY LANE TRANSIT DISTRICT'S No. 11 THURSTON BUS LINE. THE NEAREST TRANSIT STOP IS ON THE NORTH SIDE OF McKENZIE HWY. APPROXIMATELY 750 FEET SOUTH OF THE SUBJECT PROPERTY. 2. SINCE THE TRAFFIC IMPACT FROM THE PROPOSED 5 LOT LAND DIVISION WOULD GENERATE LESS THAN 100 PEAK HOUR TRIPS PER DAY, A TRAFFIC IMPACT STUDY WILL NOT BE REQUIRED FOR THIS LAND USE APPLICATION, 3. LOT I FRONTS ON 66TH STREET. 66TH STREET IS A NORTH -SOUTH STREET AND PER SDC 3.2-215, LOT I WOULD BE REQUIRED TO HAVE 60 FEET OF FRONTAGE. UNDER THIS DEVELOPMENT SCENARIO LOT I HAS 51 FEET OF FRONTAGE ON 66TH STREET. CONCURRENTLY WITH THIS LAND DIVISION APPLICATION, THE APPLICANT WILL BE SUBMITTING A VARIANCE APPLICATION FOR A MINOR VARIANCE TO THE LOT DIMENSION STANDARDS TO' ALLOW FOR A 15% REDUCTION IN THE LOT FRONTAGE STANDARD AFFECTING THE PROPOSED LOT 1. RIDGEVIEW ELEMENTARY SCHOOL PROPERTY UTILITY 17-02-34-13 TL No. 700 CABINET ARRAY EXT'G STORM MANHOLE--siu------- - FL- 507 81 - - --» --- - .- ----- ._... NEW 8' FL 511.0 ,r•,-, .-...24• siu--^.,----"""•'.... -- ---21' Siu--- _ ca � vt�c Fxlsll' INS INS eeeee' eeei 2 o2- 1 -� R-26' R-26'111 ;1 " AS .0 CURBSIDE IDEWALK .� F-\` i ?0`---• 2•Kr.. 1 -- _I 1 70' PUE FL - LOT 4, 3870 SQ.FT. STREET LIGHT LED LUMINAIRE ON 30' FIBERGLASS POLE 2 EXISTING J, V' 17-02-34-42 TL No. 202 I 17-02-34-42 TL No. 203 POAGE ENGINEERING & SURVEYING, INC. P.O. BOX 2527 • EUGENE, OREGON 97402 ' (541) 485.4505 JOB No. 4310 ' DRAWN: JAO\4310.GXD • 2-14 LOT I. ;000 SQ.FT., , FL- $12.80 ui' 93.6' 1 i k.iL= 51270 WOODEN DECK PROPOSED 350 66TH ST. 7.0' PUE , RESIDENCE i �(� TO REMAIN i K -L4.1 1 N 77 GARAGE �// 75 SQ. T.�/ ' 9.0 TQ �� 517 'Z . REMAIN 6.0' PROPOSED -STREET 17-02-34-42 TL No. 201 P.POLE No. 76060 WIDROP '• I f An .. I SCALE.: i" - 30' ST. LGHT. 1469 HPS LUMINAIRE 20' WOOD POLE i I� 1 C- D - Sl a I,r a a : .it. S ?•-•sAtt•-!-- M f � i zw i ff i 1 i j ;�• t : •1, lTW i 13 " C T. 36' PAVJ '~ E-.1 E-1i� 14 } ' 0 i 1 •: HOR 26.4' I { E ).0' ; 1 1 i i •.. "B" STREET i } d I � ..S�1--•SAN- 1 � ST. LGHT. 1467 HPS LUMINAIRE 26' WOOD POLE Owner: ROY LUNDBLAD _ 1444 VERA DRiVE s".0 eiver 4 SPRINGFIELD OR. 97477 FEB 1 1 2016 'i s 61 iast,sbt'ri'ittaI---m,,_..- STORMWATER MANAGEMENT PLAN FOR LDNDBLAD PLAT SB 1/4 SBC. 34 T 17 S, R 2 W W.M. ASSESSOR'S MAP NO. 17-02-34-42 TL No, 100 SPRINGFIELD, LANE COUNTY, OREGON FEBRUARY b, 2016 Notes I. PER THE WATER QUALITY LIMITED WATERCOURSE MAP ON FILE IN THE DEVELOPMENT SERVICES DEPARTMENT, THERE ARE NO WATERCOURSES THAT, TRAVERSE THE SUBJECT PROPERTY THAT WOULD REQUIRE A RIPARIAN SETBACK. 2. THE SUBJECT PROPERTY APPEARS ON FEMA COMMUNITY PANEL NO. 41039CII66-F AND BY GRAPHIC PLOTTING THEREON, THE SITE IS SITUATED IN A ZONE X WHICH IS NOT A SPECIAL FLOOD HAZARD AREA. 3. PER THE SCS SOIL SURVEY OF LANE COUNTY OREGON THE SITE IS WHOLLY COMPRISED OF TYPE 32 COBURG URBAN LAND COMPLEX SOILS. THESE SOILS ARE CHARACTERIZED AS DEEP AND MODERATELY WELL DRAINED. THE PERMEABILITY°RATE OF COBURG SOILS IS MODERATELY SLOW WITH SLOW RUNOFF RESULTING IN ONLY A SLIGHT" HAZARD FOR WATER EROSION. 4. EXCAVATION FOR STREET AND UTILITY INSTALLATIONS WILL TOTAL APPROXIMATELY 450 . CUBIC YARDS 5. THE SITE IS LOCATED PRIMARILY WITHIN A 10-99 COMBINED ZOC WELLHEAD PROTECTION AREA. RIDGEVIEW ELEMENTARY SCHOOL PROPERTY 17-02-34-13 TL No. 700 UTILITY CABINET ARRAY EXT'G STORM MANHOLE _- -.sTu---^--- " 10 YR. TIME OF TRAVEL FL- 507.81 -------� VAULT NEW 10' FL 5€0.68 ---• '•-��--�-- 21' STM -- - TIME I _ .•21' sTu----_-- -""_ 272.4' it5.4' 1 OF TRAVEL .-aa' sTu- $T �. FYic# "r...- .-n. - ., �__�-----�-____ 20-99 COMBINED { - - - I ZONE OF CONCENTRATION I I � I _ _ - - - _ » 1 , LOT ' 5 6036 SQ.FT. 9 t _ �h { ; I 7.0' F.U.E. 1 y 11 I PROPOSED co i o 1 L4 w ! 17-02-34-42 y I 'AQUA -SWIRL w 7.0 P.U.E. I o �o ! $ TL No. 2200 -►} TREATMENT -o, N 7 { EXISTING ;5 i MANHOLE r` °` J { S . LGHT. 1401 o y ! 1 FL -51{.64 LPS LUMINAIRE 1 f iel�-�'".:.2'w • Pir..h.�a 20' WOOD POLE PIT .. •' i0 ° �? \ \ BASIN s i� RIM - 515.65 a0� 6 s _ ---•-- �" FI • 5II.48 Fo o -v w 5�6 10' OUTLET- 511.69 FL-! 511.0' Le end NORTH --SAN - - EXISTING SANITARY SEWER Q TELECOMMUNICATIONS ACCESS CABINET SAN EXISTING SANITARY SEWER ® CATV ACCESS CABINET ..._.STM ..-. -. EXISTING STORM SEWER 10 EXISTING CURB INLET STM EXISTING STORM SEWER m EXISTING CATCH BASIN ® PROPOSED CATCH BASIN Vd EXISTING U.G. WATER MAIN 2'W FUTURE WATER MAIN @ PROPOSED WATER QUALITY TREATMENT MANHOLE OHP EXISTING OVERHEAD POWER ® WATER METER P/T EXISTING U.G. POWER AND TELECOMM. 61W - PROPOSED ID WATER VALVE P/T• FUTURE U.G. POWER AND TELECOMM. FIRE HYDRANT FIRE HYDRANT G EXISTING U.G. GAS MAIN A + I ( ! i -�- POWER POLE �$ EXISTING SANITARY SEWER MANHOLE M 1 17-02-34-42 TL No. 2500 POWER POLE WITH STREET LIGHT Q PROPOSED SANITARY SEWER MANHOLE EXISTING CONCRETE SURFACE (SeN T) EXISTING STORMWATER MANHOLE k-;::•;;:1 .p ( eo EXISTING SANITARY SEWER CLEANOUT I SURFACE DRAINAGE DIRECTION ARROW Q PROPOSED CLEANOUT -X X- EXISTING FENCE LINE AS NOTED STORMWATER MANAGEMENT PLAN FOR LDNDBLAD PLAT SB 1/4 SBC. 34 T 17 S, R 2 W W.M. ASSESSOR'S MAP NO. 17-02-34-42 TL No, 100 SPRINGFIELD, LANE COUNTY, OREGON FEBRUARY b, 2016 Notes I. PER THE WATER QUALITY LIMITED WATERCOURSE MAP ON FILE IN THE DEVELOPMENT SERVICES DEPARTMENT, THERE ARE NO WATERCOURSES THAT, TRAVERSE THE SUBJECT PROPERTY THAT WOULD REQUIRE A RIPARIAN SETBACK. 2. THE SUBJECT PROPERTY APPEARS ON FEMA COMMUNITY PANEL NO. 41039CII66-F AND BY GRAPHIC PLOTTING THEREON, THE SITE IS SITUATED IN A ZONE X WHICH IS NOT A SPECIAL FLOOD HAZARD AREA. 3. PER THE SCS SOIL SURVEY OF LANE COUNTY OREGON THE SITE IS WHOLLY COMPRISED OF TYPE 32 COBURG URBAN LAND COMPLEX SOILS. THESE SOILS ARE CHARACTERIZED AS DEEP AND MODERATELY WELL DRAINED. THE PERMEABILITY°RATE OF COBURG SOILS IS MODERATELY SLOW WITH SLOW RUNOFF RESULTING IN ONLY A SLIGHT" HAZARD FOR WATER EROSION. 4. EXCAVATION FOR STREET AND UTILITY INSTALLATIONS WILL TOTAL APPROXIMATELY 450 . CUBIC YARDS 5. THE SITE IS LOCATED PRIMARILY WITHIN A 10-99 COMBINED ZOC WELLHEAD PROTECTION AREA. RIDGEVIEW ELEMENTARY SCHOOL PROPERTY 17-02-34-13 TL No. 700 UTILITY CABINET ARRAY EXT'G STORM MANHOLE _- -.sTu---^--- " 10 YR. TIME OF TRAVEL FL- 507.81 -------� VAULT NEW 10' FL 5€0.68 ---• '•-��--�-- 21' STM -- - TIME I _ .•21' sTu----_-- -""_ 272.4' it5.4' 1 OF TRAVEL .-aa' sTu- $T �. FYic# "r...- .-n. - ., �__�-----�-____ 20-99 COMBINED { - - - I ZONE OF CONCENTRATION I I � I _ _ - - - _ » 1 , LOT ' 5 6036 SQ.FT. 9 t _ �h { ; I 7.0' F.U.E. 1 y 11 I PROPOSED co i o 1 L4 w ! 17-02-34-42 y I 'AQUA -SWIRL w 7.0 P.U.E. I o �o ! $ TL No. 2200 -►} TREATMENT -o, N 7 { EXISTING ;5 i MANHOLE r` °` J { S . LGHT. 1401 o y ! 1 FL -51{.64 LPS LUMINAIRE 1 f iel�-�'".:.2'w • Pir..h.�a 20' WOOD POLE PIT .. •' i0 ° �? \ \ BASIN s i� RIM - 515.65 a0� 6 s _ ---•-- �" FI • 5II.48 Fo o -v w 5�6 10' OUTLET- 511.69 FL-! 511.0' EXPIRES: 12-31-2016 1 4 p so - C. BASIN F.S.- 51 RIM - 515.65 10' OUTLET- 512.0 =� z- R-26' y \ . i 1�70' P.U.E. 1 EXISTING 1 � 1 € 17-02-34-42 TL No. 203 GUTR. J 516.33 0 0, ZONE BO pARY LOT 1 5000 SUL •s. A� LOT 4 6870 SQ.FT. FL- 512.80 `lc�`�FlF`ro. 93.6 �f FL- 512.70 WOODEN DECK 350 66TH T RESIDENCE pop` A A�TO REMAIN D� t, , hQ�J. VA���.po Q LOT 3 6049 SQ.FT. it t ;t 11 �I RA 9' /i STREET LIGHT LED LUMINAIRE 30' FIBERGLASS POLE 0 2 17-02-34-42 TL No. 202 POA.GB ENGINEERING & SURVEYING, INC. P.O. BOX 2527 • EUGENE$ OREGON 97402 • (541) 485.4505 JOB No. 4310 • DRAWN: JAO\4310.GXD • 2-14 .5.0' '44 PROPOSED -1 PROPOSED_; 7.0' PUE I �� •�I.OT 2,�1 GARAGE //9756 SQ.FT.. TO �, 517' �•` �� REMAIN 17-02-34-42 TL No. 201 �"''�.� 6.0' PROP( STF DEDICA P.POLE No. 76060 W/DROP �ry�uV-�vuii Q �j 3 of 3 11 ST. LGHT. 1469 HPS LUMINAIRE 20' WOOD POLE C -D -S i }--»•s�N• I SCALE : !" - 30' 13 i✓ C 14 0. "B" STREET S}--•SAN- r II; 1 t� € 1 � ST. LGHT. 1467 Owner: ROY LUNDBLAD NPS LUMINAIRE 1444 VERA DRIVE I ' 26' WOOD POLE SPRINGFIELD OR. 97477 FEB1 2016 or: 11 ia! (Submittal-" NORTH I i 61W - PROPOSED FIRE HYDRANT A + I ( ! i 5 7.0' P.U.E. I M 1 17-02-34-42 TL No. 2500 EXISTING .p ( Co I EXPIRES: 12-31-2016 1 4 p so - C. BASIN F.S.- 51 RIM - 515.65 10' OUTLET- 512.0 =� z- R-26' y \ . i 1�70' P.U.E. 1 EXISTING 1 � 1 € 17-02-34-42 TL No. 203 GUTR. J 516.33 0 0, ZONE BO pARY LOT 1 5000 SUL •s. A� LOT 4 6870 SQ.FT. FL- 512.80 `lc�`�FlF`ro. 93.6 �f FL- 512.70 WOODEN DECK 350 66TH T RESIDENCE pop` A A�TO REMAIN D� t, , hQ�J. VA���.po Q LOT 3 6049 SQ.FT. it t ;t 11 �I RA 9' /i STREET LIGHT LED LUMINAIRE 30' FIBERGLASS POLE 0 2 17-02-34-42 TL No. 202 POA.GB ENGINEERING & SURVEYING, INC. P.O. BOX 2527 • EUGENE$ OREGON 97402 • (541) 485.4505 JOB No. 4310 • DRAWN: JAO\4310.GXD • 2-14 .5.0' '44 PROPOSED -1 PROPOSED_; 7.0' PUE I �� •�I.OT 2,�1 GARAGE //9756 SQ.FT.. TO �, 517' �•` �� REMAIN 17-02-34-42 TL No. 201 �"''�.� 6.0' PROP( STF DEDICA P.POLE No. 76060 W/DROP �ry�uV-�vuii Q �j 3 of 3 11 ST. LGHT. 1469 HPS LUMINAIRE 20' WOOD POLE C -D -S i }--»•s�N• I SCALE : !" - 30' 13 i✓ C 14 0. "B" STREET S}--•SAN- r II; 1 t� € 1 � ST. LGHT. 1467 Owner: ROY LUNDBLAD NPS LUMINAIRE 1444 VERA DRIVE I ' 26' WOOD POLE SPRINGFIELD OR. 97477 FEB1 2016 or: 11 ia! (Submittal-"