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HomeMy WebLinkAboutPlat, Subdivision APPLICANT 1/18/2019R o rz F-- t= A ST`S app L n 00 J ASTER V) GEM A ST >- a 12 F- REGON c~n ~o = v VO) ASTER d in J ELLI T F-- n LCONA o LUEBELLE o 8! a � a IR IN[ _ CAMELLIA `� DAISY CAMELLIA E T '� E ') ST � ELDERBE Y 00 F ST � 500 C M CHEROKEE z FORSYTHIA ST a DOUGLA DR. ,_ z c(n MT. VERNON GLACIER cit S EDWOOD = SCHOOL _ z MT. VERNON ST MO n DOUGLAS '� NORTH ST +- LAY GARDENS n r- 4-Y = SCHOOL OSAGE -Jw _ �aSPER 6>G PINYON m z 0 FSS/ 0 RD LMI w ui d w 1000 w w w o N rz- o DDE c> Y n o C K ¢ ST LLAR gRDE z o d RICHLAND Q J v SITE VICINITY MAP NO SCALE ZONING AND METRO PLAN DESIGNATION OF PROPERTIES WITHIN 100 FEET OF THE SITE PER SDC 35.040(1)(i): 10 DIRECTION USE ZONING METRO PLAN NORTH RESIDENTAL LDR LDR SOUTH RESIDENTIAL LDR LDR EAST RESIDENTIAL LDR LDR WEST RESIDENTIAL LDR LDR 0 w d w Q w d ST w ASTER EBELL V) F- UNION X �r ASTER LEGEND 1,90-- EXISTING MAJOR CONTOUR AND ELEVATION -- EXISTING MINOR CONTOUR EX. 12" S.D. EXISTING STORM DRAIN AND SIZE EX. 8" W. W._ EXISTING WASTE WATER AND SIZE EX. 8" W EXISTING WATER LINE AND SIZE - -5-YEAR TT- - EXISTING TIME OF TRAVEL LINES EXISTING POWER POLE EXISTING STREET LIGHT Ro FIRE HYDRANT EXISTING WASTEWATER MANHOLE EXISTING STORM DRAIN MANHOLE P.U.E. PUBLIC UTILITY EASEMENT TPED 0 TELEPHONE PEDESTAL SHEET INDEX 1 SITE ASSESSMENT OF EXISTING CONDITIONS 2 TENTATIVE SUBDIVISION PLAN 3 CONCEPTUAL GRADING PLAN NOTES: 1. APPLICANT/OWNER: DENNIS COVERT 2. APPLICANT'S REPRESENTATIVE: THE FAVREAU GROUP. 3750 NORWICH AVE., EUGENE, OR 97408, 541-683-7048. 3. 17-02-05-13 TAX LOT 5600 4. WATER, POWER, GAS, TELEPHONE AND CABLE SHALL BE LOCATED IN THE PUBLIC RIGHT OF WAY. 6. OMIT 7. ELECTRICAL TRANSFORMER LOCATIONS SHALL BE DETERMINED DURING THE DESIGN PHASES. 8. SEE VEGETATION PLAN FOR STREET TREES AND ADDITIONAL PLANTINGS. 9. DEVELOPMENT AREA = 0.9 ACRES. 10. PROPOSED RIGHT OF WAY = 0.05 ACRES 11. PROPOSED IMPERVIOUS AREA = 0.46 ACRES. 12. THE PROPOSED DEVELOPMENT IS LOW DENSITY RESIDENTIAL. 13. NO PERMANENT EMPLOYEES ARE ANTICIPATED IN THE RESIDENTIAL DEVELOPMENT. 14. GROSS FLOOR AREA, PARKING AND LANDSCAPE AREA CALCULATIONS ARE NOT APPLICABLE TO THIS APPLICATION. 15. OPEN SPACE: 0.0 ACRES 16. THE AVERAGE LOT SIZE = 5,936 SQUARE FEET. 17. ZONING AND COMPREHENSIVE PLAN LAND USE DESIGNATION: LOW DENSITY RESIDENTIAL. 18. BENCHMARK: POINT NO. 531, JASPER RD. & 42ND ST. MAG NAIL & DISK IN TC "CITY OF SPRINGFIELD CONTROL" @ NWC INTERSECTION OF SOUTH SIDE OF N'LY CROSSWALK & S'LY OF CENTER OF N'LY CROSSWALK. ELEV. = 490.50 (NAVD 1988). 19. THE NEAREST FIRE HYDRANT IS 161'± NORTH OF THE NORTHEAST CORNER OF THE SITE. SOIL TYPES #56 HOLCOMB SILTY CLAY LOAM, SOIL GROUP D, POORLY DRAINED. #118 SALEM GRAVELLY SILT LOAM, SOIL GROUP B, WELL DRAINED "\ \ FEMA THE SITE IS ZONE 'X' AS SHOWN ON FIRM COMMUNITY PANEL NO. 4103901134 F, DATED 2 JUNE 1999. NO BASE FLOOD ELEVATION ROBERTS SURVEYING, INC. DETERMINED P.O. BOX 7155 SPRINGFIELD , OR 97475 541-345-1112 WELLHEAD PROTECTION OWNER: DENNIS COVERT SITE IS LOCATED WITHIN THE 2-20 YEAR TIME OF TRAVEL ZONE TO THE 979 66TH ST. WELLHEAD AT O STREET. SPRINGFIELD, OR 97478 1\'Y `T. I g l i I I II TL 3000 RIM: 499.99' I.E.: 493.03'(S) W I I I.E.. 493.03'(N) TL 3002 i I RIM: 498.71' j i I I.E.: 488.91'(5) ` I I I.E.: 489.11'(N,E,W)) 1 i I.E.: 492.31'(N) z U) J Z W Z N W Li.. C U) W U) z Q z Lu W w 'o a a a Qm� Q W ry mQ ate Received L- a W w JAN I � 2919 a Z z Z Odginai Submiftal_ur✓ g a __j z W_ w LL � �o V) m LL O 0 J I-- m v a- 00 - O p LJ w z V C7 U in w w = 0 U o 0 M W LLJ W Qv z C)00 WO W z0 0 / ch W C9 U W Fall P C/) o Z CO Cl) W 0 w EXPIRES DEC. 31, 2019 SHEET 1 OF 3 OO 10 N Q0 O Lo I I-- Oo 0 J n x Q< a �- 0 x Q rn i i Lu0 Q � O O p LJ w z V C7 U in w w = 0 U o 0 M W LLJ W Qv z C)00 WO W z0 0 / ch W C9 U W Fall P C/) o Z CO Cl) W 0 w EXPIRES DEC. 31, 2019 SHEET 1 OF 3 gawk EASEMENTS 1@ EXISTING 7' PUBLIC UTILITY EASEMENT PROPOSED 14' PUBLIC DRAINAGE EASEMENT PROPOSED 20' PUBLIC DRAINAGE EASEMENT ACCESS ® PROPOSED 24' PRIVATE ACCESS AND UTILITY EASEMENT PROPOSED 3' PUBLIC DRAINAGE AND PRIVATE UTILITY EASEMENT © EXISTING PUBLIC STORM DRAIN EASEMENT (TO BE VACATED) 70 PROPOSED 14' PUBLIC UTILITY EASEMENT ROBERTS SURVEYING, INC. P.O. BOX 7155 SPRINGFIELD , OR 97475 541-345-1112 OWNER: DENNIS COVERT 979 66TH ST. SPRINGFIELD, OR 97478 IVY o I I I l II II l I! I I iI TL 5200 TL 5300 ;; TL 5400 Il II II fl I I SII 50.100 50.07' 15" S.D. S=0.2 1 0 2 5,057 S.F. 0 5,057 S.F. usufforl I i I I I I I i I } I I i I I I EX. VAULT I I Ag ( I I I 55.83' 11 I TL 3000 i' v ( I C> I I I II :, II z I I 3��Cf I �� I o�<n 5,639 S.F. I I RIM: 499.99' I I LE.: 493.03'(S) o �� 9Q9S I.E.: 493.03'(N) p I I 10 S.D. PRIVATE 96 I X 101 N�. 0 Tl '01 SCALE: 1 " = 20' 50.00'—,Q�9 7 I �, 8 WW II, I I V1 ��. 14'I iTL 3002 I PA! ED (I QOSwF �I Ln 61 ,.n 5 4 CN I 4,625 S.F. 4,631 S.F. 5,164 S.F. 0 i 7- WATER M TERSI _-EX. 12' W f ---� 5 I IIS i I 18'. i TL 3100 (� I 6 25' I 50.00' 50.01 55.83 sig 155.90' /6" S.D. ( ( o I I I o I I I I ( I 1 78.62' �% EX. " WW I I ( `r ' RIM: 498.71' a (6,094 S.F. GROSS LE.: 488.91'(S)0 4,522 S.F. NET 56 1.E.. 489.11 (N,E ,W))TRACm A LE.. 492.31'(N) 3,090 S.F. 1 _-_------------G-� --_ }� V-- - i--'---�-- --- ----- ---- -5-YEAR TT- I — — — — — — — — — — — — - --� ---— — —;--0 tK 1 �° 69.20 7 i 1 I i -- — 1-1 �--- - W -- \ RIM: 499.91' I.E.: 487.09'(W)JASPN ER ROAD I I.E.: 487.18'(E) x I.E.: 488.56'(N) i w _ - - - EX. 8" WW I z EXISTING MAJOR CONTOUR AND ELEVATION EXISTING MINOR CONTOUR EX. 12" S.D. EXISTING STORM DRAIN AND SIZE EX. 8" W.W. 10 EXISTING WASTE WATER AND SIZE EX._8" W EXISTING WATER LINE AND SIZE Q0 - -5-YEAR TT- - EXISTING TIME OF TRAVEL LINES Ln EXISTING POWER POLE o EXISTING STREET LIGHT FIRE HYDRANT 0 EXISTING WASTEWATER MANHOLE 1 EXISTING STORM DRAIN MANHOLE J W Qm P.U.E. PUBLIC UTILITY EASEMENT TPED F -I TELEPHONE PEDESTAL EASEMENTS 1@ EXISTING 7' PUBLIC UTILITY EASEMENT PROPOSED 14' PUBLIC DRAINAGE EASEMENT PROPOSED 20' PUBLIC DRAINAGE EASEMENT ACCESS ® PROPOSED 24' PRIVATE ACCESS AND UTILITY EASEMENT PROPOSED 3' PUBLIC DRAINAGE AND PRIVATE UTILITY EASEMENT © EXISTING PUBLIC STORM DRAIN EASEMENT (TO BE VACATED) 70 PROPOSED 14' PUBLIC UTILITY EASEMENT ROBERTS SURVEYING, INC. P.O. BOX 7155 SPRINGFIELD , OR 97475 541-345-1112 OWNER: DENNIS COVERT 979 66TH ST. SPRINGFIELD, OR 97478 IVY o I I I l II II l I! I I iI TL 5200 TL 5300 ;; TL 5400 Il II II fl I I SII 50.100 50.07' 15" S.D. S=0.2 1 0 2 5,057 S.F. 0 5,057 S.F. usufforl I i I I I I I i I } I I i I I I EX. VAULT I I Ag ( I I I 55.83' 11 I TL 3000 i' v ( I C> I I I II :, II z I I 3��Cf I �� I o�<n 5,639 S.F. I I RIM: 499.99' I I LE.: 493.03'(S) o �� 9Q9S I.E.: 493.03'(N) p I I 10 S.D. PRIVATE 96 I X 101 N�. 0 Tl '01 SCALE: 1 " = 20' 50.00'—,Q�9 7 I �, 8 WW II, I I V1 ��. 14'I iTL 3002 I PA! ED (I QOSwF �I Ln 61 ,.n 5 4 CN I 4,625 S.F. 4,631 S.F. 5,164 S.F. 0 i 7- WATER M TERSI _-EX. 12' W f ---� 5 I IIS i I 18'. i TL 3100 (� I 6 25' I 50.00' 50.01 55.83 sig 155.90' /6" S.D. ( ( o I I I o I I I I ( I 1 78.62' �% EX. " WW I I ( `r ' RIM: 498.71' a (6,094 S.F. GROSS LE.: 488.91'(S)0 4,522 S.F. NET 56 1.E.. 489.11 (N,E ,W))TRACm A LE.. 492.31'(N) 3,090 S.F. 1 _-_------------G-� --_ }� V-- - i--'---�-- --- ----- ---- -5-YEAR TT- I — — — — — — — — — — — — - --� ---— — —;--0 tK 1 �° 69.20 7 i 1 I i -- — 1-1 �--- - W -- \ RIM: 499.91' I.E.: 487.09'(W)JASPN ER ROAD I I.E.: 487.18'(E) x I.E.: 488.56'(N) i w _ - - - EX. 8" WW I z U 00 10 N Q0 � z Ln o Date Received I.L JAN 18 2019 L/2W {original Submittalry W Qm r Q LL L w m :5V rn z W L� 0 w i- z 0- Z o Q z W � C.)� I � o O W F- Q > -, Lo I- m O � 0 w 00 m CL REGISTERED PROFESSIONAL LAND SURVEYOR OREGON JULY 15, 2003 KENT BAKER ##59885 RENEWS: 12-31-2019 U 00 10 N Q0 O Ln o Date Received I.L JAN 18 2019 < < {original Submittalry W Qm r w LL L ww a W z 0 a REGISTERED PROFESSIONAL LAND SURVEYOR OREGON JULY 15, 2003 KENT BAKER ##59885 RENEWS: 12-31-2019 Y m w Q 0 000 0 z r` I.{. 00 Cfl W .� ui r - W z = U 00 Wz0 0 .I ti ui > M w C9 ��gED PROFS #18240 P`" _.a-ON 31.199 YJ.FP�� EXPIRES DEC. 31, 2019 SHEET 2 OF 3 U 00 10 N Q0 O Ln I I__ 00 0 a- x Q Q L � E- 0 Q I- rn I � z Q Lo Y m w Q 0 000 0 z r` I.{. 00 Cfl W .� ui r - W z = U 00 Wz0 0 .I ti ui > M w C9 ��gED PROFS #18240 P`" _.a-ON 31.199 YJ.FP�� EXPIRES DEC. 31, 2019 SHEET 2 OF 3 Iltmij ROBERTS SURVEYING, INC. P.O. BOX 7155 SPRINGFIELD , OR 97475 541-345-1112 OWNER: DENNIS COVERT 979 66TH ST. SPRINGFIELD, OR 97478 SOIL TYPES #56 HOLCOMB SILTY CLAY LOAM, SOIL GROUP D, POORLY DRAINED. #118 SALEM GRAVELLY SILT LOAM, SOIL GROUP B, WELL DRAINED ESTIMATED EARTHWORK CUT = 500 C.Y. FILL = 500 C.Y. EASEMENTS EXISTING 7' PUBLIC UTILITY EASEMENT PROPOSED 14' PUBLIC DRAINAGE EASEMENT ( PROPOSED 20' PUBLIC DRAINAGE EASEMENT ACCESS ® PROPOSED 24' PRIVATE ACCESS AND UTILITY EASEMENT 5U PROPOSED 3' PUBLIC DRAINAGE AND PRIVATE UTILITY EASEMENT EXISTING PUBLIC STORM DRAIN EASEMENT (TO BE VACATED) 500.0± TOP L, VI - -l- 1. THE THICKNESS OF THE CONSTRUCTED MEDIUM, INCLUDING OR IN ADDITION TO THE GROWING MEDIUM, AT THE BASE OF THE POND SHALL BE A MINIMUM OF 24 INCHES THICK. 2. THE BASE OF THE POND SHALL INCLUDE A CONSTRUCTED MEDIUM COMPRISING A MIXTURE OF SAND, NATIVE SOIL, LOAM, AND COMPOST. THE FRACTION OF ORGANIC CARBON (FOC) IN THE CONSTRUCTED MEDIUM SHALL BE A MINIMUM OF 0.20 (I.E., 40-50%) ORGANIC MATTER. IF THE GROWING MEDIUM DOES NOT CONFORM TO THIS MINIMUM FOC REQUIREMENT, THEN THE CONSTRUCTED MEDIUM WOULD BE PLACED IN ADDITION TO THE REQUIRED GROWING MEDIUM. 3. SEED MIX SHALL BE REXIUS STORMWATER SWALE MIX. EQUAL NUMBER OF PLANTS FOR EACH ZONE SPACED ONE FOOT ON CENTER OVER THE ENTIRE FACILITY ZONE A (BELOW ELEVATION 488.05) ZONE B (ABOVE ELEVATION 488.05) CAREX OBNUPTA 4" POTS CAMASSIA QUAMASH 4" POTS JUNCUS PATENS 4" POTS DESCHAMPSIA CAESPITOSA 4" POTS DETENTION POND DETAIL NO SCALE j V V',-, \.� .V� ` 5" e414s lay\ I' t>ic s clwrl - PI � a f-� Date Received JAN 18 2019 original Submittal, Gee oTcIVY ST. I II I I I I I TL 5200 TL 5300 ;; TL 5400 I I .il SII Lo F '�s 9s2s/y W I I •S � II SCALE: 1" = 20' TL 3100 S s 0 EXISTING MAJOR CONTOUR AND ELEVATION EXISTING MINOR CONTOUR EX. 12" S.D. EXISTING STORM DRAIN AND SIZE o EX' 8" W.W. a� cr� EXISTING WASTE WATER AND SIZE EX. 8" W EXISTING WATER LINE AND SIZE — —5 -YEAR TT— — EXISTING TIME OF TRAVEL LINES 0 EXISTING POWER POLE EXISTING STREET LIGHT I-- FIRE HYDRANT V EXISTING WASTEWATER MANHOLE 1 EXISTING STORM DRAIN MANHOLE P.U.E. PUBLIC UTILITY EASEMENT TPED © TELEPHONE PEDESTAL ® PROPOSED MAIL BOX Q PROPOSED STREET TREE 0 ROBERTS SURVEYING, INC. P.O. BOX 7155 SPRINGFIELD , OR 97475 541-345-1112 OWNER: DENNIS COVERT 979 66TH ST. SPRINGFIELD, OR 97478 SOIL TYPES #56 HOLCOMB SILTY CLAY LOAM, SOIL GROUP D, POORLY DRAINED. #118 SALEM GRAVELLY SILT LOAM, SOIL GROUP B, WELL DRAINED ESTIMATED EARTHWORK CUT = 500 C.Y. FILL = 500 C.Y. EASEMENTS EXISTING 7' PUBLIC UTILITY EASEMENT PROPOSED 14' PUBLIC DRAINAGE EASEMENT ( PROPOSED 20' PUBLIC DRAINAGE EASEMENT ACCESS ® PROPOSED 24' PRIVATE ACCESS AND UTILITY EASEMENT 5U PROPOSED 3' PUBLIC DRAINAGE AND PRIVATE UTILITY EASEMENT EXISTING PUBLIC STORM DRAIN EASEMENT (TO BE VACATED) 500.0± TOP L, VI - -l- 1. THE THICKNESS OF THE CONSTRUCTED MEDIUM, INCLUDING OR IN ADDITION TO THE GROWING MEDIUM, AT THE BASE OF THE POND SHALL BE A MINIMUM OF 24 INCHES THICK. 2. THE BASE OF THE POND SHALL INCLUDE A CONSTRUCTED MEDIUM COMPRISING A MIXTURE OF SAND, NATIVE SOIL, LOAM, AND COMPOST. THE FRACTION OF ORGANIC CARBON (FOC) IN THE CONSTRUCTED MEDIUM SHALL BE A MINIMUM OF 0.20 (I.E., 40-50%) ORGANIC MATTER. IF THE GROWING MEDIUM DOES NOT CONFORM TO THIS MINIMUM FOC REQUIREMENT, THEN THE CONSTRUCTED MEDIUM WOULD BE PLACED IN ADDITION TO THE REQUIRED GROWING MEDIUM. 3. SEED MIX SHALL BE REXIUS STORMWATER SWALE MIX. EQUAL NUMBER OF PLANTS FOR EACH ZONE SPACED ONE FOOT ON CENTER OVER THE ENTIRE FACILITY ZONE A (BELOW ELEVATION 488.05) ZONE B (ABOVE ELEVATION 488.05) CAREX OBNUPTA 4" POTS CAMASSIA QUAMASH 4" POTS JUNCUS PATENS 4" POTS DESCHAMPSIA CAESPITOSA 4" POTS DETENTION POND DETAIL NO SCALE j V V',-, \.� .V� ` 5" e414s lay\ I' t>ic s clwrl - PI � a f-� Date Received JAN 18 2019 original Submittal, Gee oTcIVY ST. I II I I I I I TL 5200 TL 5300 ;; TL 5400 I I .il SII Lo F '�s 9s2s/y W I I •S � II SCALE: 1" = 20' TL 3100 S s 0 Wz 3 o 000 a� cr� " 0 5,639 S.F TL 3000 I N I O s u ij i Ix i I� I II RIM: 499.99' `s .� ,� •!' • j 's �� � I.E.. 493.03'(S) I.E.: 493.03'(N) N� S 99 5 (4 5 ajA I a �,�„ a° S.D. PRIVATE ° 14, d e4 .da aa 1g2•f��\ i Q 00 .._ I rk9' i _a e ° e N.d. V WW e. v. g+ q n ' a a ° 7 ` a d�pl' I ( I (a AA ° e 1499 33 h � 1 �IFS• � I � 24' I TL 3002 �S FS !' FS• FS. PA1ED Ali I I 001 w \ o � I wz � oz 5 4 o 1 � LN ,625 .F. Q4,631 S.F.Uj - 5,164 S.F. " o o � o ( 7-�WER M TER f )' EX. 12" W --- II I t� I I 18 9 � I� • I I 1 6 50AO' s s 50.07' 3 55.83' tiG c a I 81 i I 155.90' 9v% d° e I- ° a 6" S.D. a a o I I d I. n n F �� 78.62' WW i -� 499 I ; I ( I RIM: 498.71' 0 C) 6,094 S.F. GROSS 919 , 00 4,522 S.F. NET 497 G Q I X94.56 ( 1 I.E.: 488.91 (S) 496 r, I.YNV I I.E.: 489.11'(N,E,W)) -j N 090 S.F. 4995 4 I E• 492 31'(N) — _ —5 -YEAR TT— —�— _-- `4 -2 -YEAR TT— RIM: 499.91' — -�— — -- I.E.: 487.09'(W) JASPER R I.E.: 487.18'(E) x Co LE.: 488.56'(N) a`_ EX. 8" WW i z co °- z Z W D Q E= Z z W H Q w 0 CL Q CL D 0 w W ry m Qo w LL m °a- W w i_ a z z a 0 � z W_ w zo ry o L>_ O 3� CL i— CLi I v 0 0 W W z � 0 U (n W Ld o 0 00 C) z 1-7 00 W W It W ¢� Z = U 00 wg z0 m W Z O O J ti ua M Z w o U F- W w o w �4�Ed PROFFS #18240 P` yj-F EXPIRES DEC. 31, 2019 SHEET 3 OF 3 I 000 1 Q0 0 Ln I-- aJ O o- x Q Q 0 Q � rnrn V/ Qu T Q wo 0 0 0 0 W W z � 0 U (n W Ld o 0 00 C) z 1-7 00 W W It W ¢� Z = U 00 wg z0 m W Z O O J ti ua M Z w o U F- W w o w �4�Ed PROFFS #18240 P` yj-F EXPIRES DEC. 31, 2019 SHEET 3 OF 3