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HomeMy WebLinkAboutPlat, Subdivision APPLICANT 1/8/2019T r- E T 0 In z m DOUGLAS s - GARDENS SCHOOL NN"' 00 z z M• J a r•- UEBELLE AMELLIA 50C FORSYTHIA MT. V) 0 Q. c SCHOOL F- 00 NORTH RESIDENTAL LDR NORTH ST SOUTH RESIDENTIAL LDR LDR rz- F rz tz :E A too � °�° M o0 'n N It I I � I. I �`l o Q Il 1000 w 0 Q 1 �Y ASTER GEM A ST i O z Q LL3o ., V) ui II �( m DOUGLAS s - GARDENS SCHOOL NN"' 00 z z M• J a r•- UEBELLE AMELLIA 50C FORSYTHIA RICHLAND VICINITY MAP NO SCALE ZONING AND METRO PLAN DESIGNATION OF PROPERTIES WITHIN 100 FEET OF THE SITE MT. VERNON = DIRECTION USE SCHOOL F- 00 NORTH RESIDENTAL LDR NORTH ST SOUTH RESIDENTIAL LDR LDR EAST RESIDENTIAL LDR OSAGE CL m LDR PINYON o_ o. -' o z r O L� N It I I � I. I �`l RD Q Il 1000 w 0 RICHLAND VICINITY MAP NO SCALE ZONING AND METRO PLAN DESIGNATION OF PROPERTIES WITHIN 100 FEET OF THE SITE PER SDC 35.040(1)(i): II II I I II II !I II I I IIC-� II II DIRECTION USE ZONING METRO PLAN NORTH RESIDENTAL LDR LDR SOUTH RESIDENTIAL LDR LDR EAST RESIDENTIAL LDR LDR WEST RESIDENTIAL LDR LDR I r- /-11 r- n i r\ mwa r UNION OGr A MOIL Y N �A J- ASPER 4a0_ 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 CID-) EXISTING POWER POLE X EXISTING STREET LIGHT FIRE HYDRANT 0 EXISTING WASTEWATER MANHOLE EXISTING STORM DRAIN MANHOLE P.U.E. PUBLIC UTILITY EASEMENT TPED = 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. 0 Irw w z a ASTER F- V) 41039C1134 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 Q STREET. SPRINGFIELD, OR 97478 IVY ST. RIM: 499.99' f. LE.: 493.03(S) I.E.: 493.03'(N) 0. 1 I I I I SCALE: 1 = 20' I I 2k'I I TL 3002 z U) J Z Q- W Z w U) (0 w U) Z Q Z 6 w O it a a Q II II I I II II !I II I I IIC-� II II O 1.6. ' ( I I I TL 500 II II TL 5300 II II TL 5400 p TL 5500 W I o W � W 1 I o_ o. !I II p� �0� 3 I I � I. I �`l Q � Q Il Q 1 �Y i O z Q LL3o 0 0 ui II EX. VAULT= I I I uj I i I uj TL 3000 ( CD I ;. I'•. �a I I I RIM: 499.99' f. LE.: 493.03(S) I.E.: 493.03'(N) 0. 1 I I I I SCALE: 1 = 20' I I 2k'I I TL 3002 z U) J Z Q- W Z w U) (0 w U) Z Q Z 6 w O it a a Q 0 C) 1 z W w LL C� _z � o cn y CL LLO O 3- I— m U a- n O 1.6. O N O Q p } m W g 1 I �� b'0 ��a . o W � W '5� �'I;� 6 v I S 1 y-1 ` Ail o_ o. p� �0� 3 a- 0 C) 1 z W w LL C� _z � o cn y CL LLO O 3- I— m U a- G1 9 O O CLc o w .. w 0 00 0 z � N M {.L co W j w z r n U o0 v � ti W OX z0 0 e! I`:', LL `y' w U � D PROFFS #18240 P`% f i7/ice --- ON J 31,19g'' (Q YJ.FP�� EXPIRES DEC. 31, 2019 SHEET 1 OF 3 00 O N O C9 >n 00 O a- x Q Q � Q D Q i O z Q LL3o 0 0 G1 9 O O CLc o w .. w 0 00 0 z � N M {.L co W j w z r n U o0 v � ti W OX z0 0 e! I`:', LL `y' w U � D PROFFS #18240 P`% f i7/ice --- ON J 31,19g'' (Q YJ.FP�� EXPIRES DEC. 31, 2019 SHEET 1 OF 3 LEGEND ~-90— EXISTING MAJOR CONTOUR AND ELEVATION - - - - EXISTING MINOR CONTOUR EX. 12" S.D. 1" = 20' EXISTING STORM DRAIN AND SIZE EX. 8" W.W. EXISTING WASTE WATER AND SIZE EX. "-W O _ -8 EXISTING WATER LINE AND SIZE — —5 -YEAR TT— — EXISTING TIME OF TRAVEL LINES EXISTING POWER POLE I 00 EXISTING STREET LIGHT �cy 11 FIRE HYDRANT 0 EXISTING WASTEWATER MANHOLE { 1 EXISTING STORM DRAIN MANHOLE P.U.E. PUBLIC UTILITY EASEMENT TPED F-1 TELEPHONE PEDESTAL EASEMENTS U EXISTING 7' PUBLIC UTILITY EASEMENT 2� PROPOSED 14' PUBLIC DRAINAGE EASEMENT 0 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) 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 WIM-4•11I11i I i I TL 3100 TL 5300 IVY S T. I it 1 I! I I I I 1 I I I I II II II .II SII TL 5400 I I o o 4,7831 S.F. ___T_ ---I-- 51.75' 15" S.D. S = 0.2% 2 5,123 S.F. TL 5500 I• EX. VAULT .n 55.83' 1 � � � I 7 f s' ( ! X 5 I' CC- ' I% 3 O Iu 5,527 S.F. � I �' I I I I I 1 I I I TL 3000 I I I I RIM: 499.99' o AgLo ( ( 1 it LE.: 493.03(S) 1 �83 I.E.: 493.03'(N) 10" S.D. PRIVATE I 19 \N 4 48.32' 51.75' 55.83'Ww 7 ( II I ( 1 W L 4' I I TL 3002 PA\ ED ' Ii { X C>p p L � Lc� 4Lq I it 4,566 S.F. 4,890 S.F. � 5,276 S.F. 1 C3,) I (� 14l 7 hTER M TERSI -- EX. 2" W -- I � I I i 18 I s I 63 0 2 c I i 25 I i 48.32 51.75 55.83 G I ( I ( I 155.90' 1" W /6" S.D.o I I78.62' 1 EX. " WW I I I 0 6,094 S.F. RIM: 498.71' �� M 494.56 i � I.E.: 489.11'(N E,W)) TRACT ANS l I N 3,090 S.F. LE.. 492.31'(N) —�I-- —+ ----- - — — — — —5 -YEAR TT— ------ --—__ ----- ---- -----2-YEAR TT-- — — — — — — — — — — — — — 76.71' 69.20' I i — SEX _ 8" W — — — — — — — RIM: 499.91' — � — ' I.E.: 487.09'(W) 1 ' cli - I I.E.: 487.18'(E)JASPER ROAD '(N) I1I.E.: 488.56�X, ' EX. 8" WW ' i -- ----_---___.-------------- REGISTERED PROFESSIONAL LAND SURVEYD OREGON JULY 15, 2003 KENT BAKER #59885 RENEWS: 12-31-2019 z U) O Z U3 w Es w rr<n � V w > Z F— Z W Z w H 0 w O a a EL 4 CL D O CK Q w mQ Lu o LL a w w Ix a C40 z a C __j z _W w LL � ry z � � o U7 cn O O U �— Q7 Un SCALE: 1" = 20' I i I TL 3100 TL 5300 IVY S T. I it 1 I! I I I I 1 I I I I II II II .II SII TL 5400 I I o o 4,7831 S.F. ___T_ ---I-- 51.75' 15" S.D. S = 0.2% 2 5,123 S.F. TL 5500 I• EX. VAULT .n 55.83' 1 � � � I 7 f s' ( ! X 5 I' CC- ' I% 3 O Iu 5,527 S.F. � I �' I I I I I 1 I I I TL 3000 I I I I RIM: 499.99' o AgLo ( ( 1 it LE.: 493.03(S) 1 �83 I.E.: 493.03'(N) 10" S.D. PRIVATE I 19 \N 4 48.32' 51.75' 55.83'Ww 7 ( II I ( 1 W L 4' I I TL 3002 PA\ ED ' Ii { X C>p p L � Lc� 4Lq I it 4,566 S.F. 4,890 S.F. � 5,276 S.F. 1 C3,) I (� 14l 7 hTER M TERSI -- EX. 2" W -- I � I I i 18 I s I 63 0 2 c I i 25 I i 48.32 51.75 55.83 G I ( I ( I 155.90' 1" W /6" S.D.o I I78.62' 1 EX. " WW I I I 0 6,094 S.F. RIM: 498.71' �� M 494.56 i � I.E.: 489.11'(N E,W)) TRACT ANS l I N 3,090 S.F. LE.. 492.31'(N) —�I-- —+ ----- - — — — — —5 -YEAR TT— ------ --—__ ----- ---- -----2-YEAR TT-- — — — — — — — — — — — — — 76.71' 69.20' I i — SEX _ 8" W — — — — — — — RIM: 499.91' — � — ' I.E.: 487.09'(W) 1 ' cli - I I.E.: 487.18'(E)JASPER ROAD '(N) I1I.E.: 488.56�X, ' EX. 8" WW ' i -- ----_---___.-------------- REGISTERED PROFESSIONAL LAND SURVEYD OREGON JULY 15, 2003 KENT BAKER #59885 RENEWS: 12-31-2019 z U) O Z U3 w Es w rr<n � V w > Z F— Z W Z w H 0 w O a a EL 4 CL D O CK Q w mQ Lu o LL a w w Ix a C40 z a C __j z _W w LL � ry z � � o U7 cn O O U �— Q7 Un 0 0 w w z Y v ca 0 � w w 0 v {� 00 0 Zco ti w w= w ¢� Z _ U 00 Cl W o� Z 0 0 _! tiLLi M W t7 Lu r� o GO ZO a. U — W> o w . w 0 �'�� D PROFFS �GINE�'sO9 #18240 P` r a -ON ! J YJ.FP� EXPIRES DEC. 31, 2019 SHEET I L 00 1 O N O Q0 Lc) I 00 j__ O n- X Q Q LL � E- 0 Q N O z � Ld O Of 0 0 0 0 w w z Y v ca 0 � w w 0 v {� 00 0 Zco ti w w= w ¢� Z _ U 00 Cl W o� Z 0 0 _! tiLLi M W t7 Lu r� o GO ZO a. U — W> o w . w 0 �'�� D PROFFS �GINE�'sO9 #18240 P` r a -ON ! J YJ.FP� EXPIRES DEC. 31, 2019 SHEET LEGEND —490— -- EXISTING MAJOR CONTOUR AND ELEVATION _ EXISTING MINOR CONTOUR EX. 12" S.D. EXISTING STORM DRAIN AND SIZE EX. 8" W.W. 48:32' R- EXISTING WASTE WATER AND SIZE EX. 8" W EXISTING WATER LINE AND SIZE — —5 -YEAR TT— — EXISTING TIME OF TRAVEL LINES !Uj � EXISTING POWER POLE W EXISTING STREET LIGHT �cy 11 FIRE HYDRANT 0 EXISTING WASTEWATER MANHOLE EXISTING STORM DRAIN MANHOLE P.U.E. PUBLIC UTILITY EASEMENT TPED o TELEPHONE PEDESTAL ® PROPOSED MAIL BOX 00 ham- W z Q I Fo PROPOSED STREET TREE ml 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 1� EXISTING 7' PUBLIC UTILITY EASEMENT PROPOSED 14' PUBLIC DRAINAGE EASEMENT PROPOSED 20' PUBLIC DRAINAGE EASEMENT ACCESS ® PROPOSED 24' PRIVATE ACCESS AND UTILITY EASEMENT U5 PROPOSED 3' PUBLIC DRAINAGE AND PRIVATE UTILITY EASEMENT © EXISTING PUBLIC STORM DRAIN EASEMENT (TO BE VACATED) 500.0± TOP �9> 2> �•.� Mix' 10" DIAMETER OPENING 4 ¢g VARIES FL. Nva 15 STORM DRAIN 494.0± BOTTOM N it 11 1 24" OF TOP SOIL 6" SAND 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 c�9�s tVY o B . Tn TL 5200 TL 5300 TL 5400 EX. VAULj - / 55.83' a 0 w z 3 ¢ ¢ pNN 48:32' R- _.. - 51.75' 15" S.D. S = 0.2% � 00 !Uj � 0- x W IU -1 ,I z O X Q } > m W I < W—j U" T N O 00 ham- W z Q I Fo M z 0 0 0 W z o O oz � 4,7831 S.F. �. D o 5,123 S.F. � m� 0' EX. VAULj - / 55.83' a 0 w z 3 ¢ ¢ pNN 0 5,527 S.F. �I 1= 0 00 00 pNN it R- 5 I I- 0 � 00 !Uj � 0- x W IU -1 ,I z O RIM: 499.99' 4g I.E.: 493.03'(5) I.E.: 493.03'(N) d 59 4d 4 id a 10" S.D. PRIVATE a a a 4 9j •� o 4 0 d a a 4 48.2 d 51.75 0 4 55.83 �?%.' Q d,4 y• o e I I e 4 o a a V SCALE: 1"= 20, 7= t < L 4 8a 4 a a o a Q I ° e° a d ° . ° T 7 d - -a o . 4 0 - o e _ d.. J, �ig� C o .a d. ° h � 1 F �..• ( I TL 3002 A1 ED i I jc O O O O", I w 1 I I 4,566 S.F, Q 4,890 S.F. o z 5,276 S.F. i c' o c o=B 7 MATER METERS ' I I EX. 12" W { I {� 5 ► I I I A, 1 18') J TL 3100 I' o �Q� s II I i sod 96 9 Q9 {y r ' ��s 3 0� c .s 66 I I X25' 48.32 51.75 55.83' I 155.90' 1 14G96 81 I ode a `d o A6" S.D. , a ' 4 - a o o : O .. I �. I csc> 4 lb 49 w \� I 78.62' C W i I 11 O -+ 6 094 S.F. 499 1 I RIM: 498.71' I , 98 0 ( C' 06M I.E.: 488.91'(S) I I 497 Q 1494.56 I I 496 s I.E.: 489.11'(N,E,W)) ` 090 S.F. 495 (;.'\NV i I.E.: 492.31'(N) 1 1 criN 494 —�--- �- i ----- is —5 -YEAR —� ----- _ -�) — �I I J' — -- TT— -----_-:— —2 -YEAR TT—�---------- — — 76.71' pt 69.2 ...v.,...W.-� ♦ .. ..,.. l i 1. J � , 8 . -- o i -- -- -- RIM: 499.91' I � i I.E.: 487.09'(W) ` ' JASPER R I.E.: 487.18'(E) x -00 LE.: 488.56'(N) 1 ``' EX. 8 WIN ,s ° o � � z W w zn � o o v I- m D U a- O z0 P: Y U) w > o w „� H 0 a- D t� V 00 00 pNN I 0 R- N CO 0 In I I- 0 � 00 Ld 0- x W Q z O X Q } > m W Z W < W—j U" T N O 00 ham- W z Q I Fo M z 0 0 0 O z0 P: Y U) w > o w „� H 0 a- D t� V 00 o pNN z_ R- OD � W Ld W ¢v z U_ W 00 } > m W Z W < W—j U" 00 ham- W a W M z 0 U W z g CL PROF #18240 P` 7 9 ON J �fC. 31.199 J.FP� EXPIRES DEC. 31, 2019 SHEET., OF 3