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HomeMy WebLinkAboutPlans Applicant 5/25/2023ZONING AND METRO PLAN DESIGNATION OF PROPERTIES WITHIN 100 FEET OF THE SITE PER SDC 35.040(1)(i): DIRECTION USE ZONING METRO PLAN NORTH RESIDENTIAL LDR LDR SOUTH RESIDENTIAL LDR LDR EAST RESIDENTIAL LDR LDR WEST RESIDENTIAL LDR LDR —490— — EXISTING MAJOR CONTOUR AND ELEVATION EXISTING MINOR CONTOUR _—EX. . 12" SD —. _ EXISTING STORM DRAIN AND SIZE EX. 8" W.W. EXISTING WASTE WATER AND SIZE EX 8" W EXISTING WATER LINE AND SIZE --S-YEAR TT-- EXISTING TIME OF TRAVEL LINES <0 EXISTING POWER POLE EXISTING STREET LIGHT FIRE HYDRANT V EXISTING WASTEWATER MANHOLE EXISTING STORM DRAIN MANHOLE P.U.E. PUBLIC UTILITY EASEMENT IPED o TELEPHONE PEDESTAL �- EXISTING "STOP" SIGN SHEET INDEX 1 SITE ASSESSMENT OF EXISTING CONDITIONS 2 TENTATIVE SUBDIVISION PLAN 3 CONCEPTUAL GRADING PLAN 1/ / / / / y/ W/ / / / I f r wW L,¢ Z a C- o 0- (n y O 3 J m U a NOTES: 1. APPLICANT/OWNER: CHAD SAUNDERS. 2. APPLICANT'S REPRESENTATIVE: d THE FAVREAU GROUP. 3750 NORYACH AVE., EUGENE, OR 97408, 541-683-7048. EASEMENTS gg 3. 17-02-31-24 TAX LOT 11800 M d 4. WATER, POWER, GAS, TELEPHONE AND CABLE SHALL BE LOCATED IN THE PUBLIC RIGHT OF WAY. Q EXISTING 5 PUBLIC UTILITY EASEMENT ® %G 6. OMIT 7. ELECTRICAL TRANSFORMER LOCATIONS SHALL BE DETERMINED DURING THE DESIGN PHASES. B. SEE VEGETATION PLAN FOR STREET TREES AND ADDITIONAL PLANTINGS. I I GRAPHIC SCALE 9. DEVELOPMENT AREA = 0.53 ACRES <" 10. PROPOSED RIGHT OF WAY = 0 ACRES m o iu a a m � 9G 11. PROPOSED IMPERVIOUS AREA = 0.4 ACRES. 12. THE PROPOSED DEVELOPMENT IS LOW DENSITY RESIDENTIAL. 0['� 13. NO PERMANENT EMPLOYEES ARE ANTICIPATED IN THE RESIDENTIAL DEVELOPMENT. ( IN FEET) z 14. GROSS FLOOR AREA, PARKING AND LANDSCAPE AREA CALCULATIONS ARE NOT APPLICABLE TO THIS 1 inch = 20 !L APPLICATION. 15. OPEN SPACE: 0.0 ACRES > CW9 16. THE AVERAGE LOT SIZE = 5,936 SQUARE FEET. ' (D 17. ZONING AND COMPREHENSIVE PLAN LAND USE DESIGNATION: LOW DENSITY RESIDENTIAL 18. THE NEAREST FIRE HYDRANT IS 1353 NORTH OF THE NORTHWEST CORNER OF THE SITE ON THE WEST SIDE OF 35TH STREET. FEMA THE SITE IS SITUATED IN ZONE 'X' AS SHOWN ON FIRM COMMUNITY PANEL NO. 41039C1162 F, DATED JUNE 2, 1999. SOIL TYPES #=A AWBRI AKIN LVID DOWPIE% SOIL GROUP D WELLHEAD PROTECTION SITE IS LOCATED WITHIN 10 -YEAR TIME OF TRAVEL ZONE BENCHMARK: CITY BENCHMARK 394. SQUARE IN FACE OF 2' S/W/ 1/2 CR NW COR E DRIVE TO MH PARK. NAVD88, ELEV. = 441.92 NAVD88 ROBERTS SURVEYING, INC. P.O. BOX 7155 SPRINGFIELD , OR 97475 541-345-1112 OWNER: CHAD SAUNDERS PO BOX 1553 EUGENE, OR 97440 d it EXPIRES DEC. 31, 2023 SHEET 1 OF 3 LEGEND -490- - EXISTING MAJOR CONTOUR AND ELEVATION g z O EXISTING MINOR CONTOUR d _-EX. 12" S.D. _ EXISTING STORM DRAIN AND SIZE Q - EX. 8" W.W. EXISTING WASTE WATER AND SIZE SQ EX. 8" W EXISTING WATER LINE AND SIZE m Q J z Lj --5-YEAR TT-- EXISTING TIME OF TRAVEL LINES TL 2300 (A a (D a EXISTING POWER POLE p ; U) o i$ EXISTING STREET LIGHT TL 11 508 TL 11 507 TL 11 506 Q w C/')Y FIRE HYDRANT H Qp U EXISTING WASTEWATER MANHOLE W Z O 3 EXISTING STORM DRAIN MANHOLE LOT 7 LOT 6 LOT 5 ~ Q m P.U.E. PUBLIC UTILITY EASEMENT no N 1 U Peo o TELEPHONE PEDESTAL VN L DN �O n SUn JO 279.30' SB9.11"26"W TL 2400 BB.17' 95.09' 96.04' ~ ao mti�o o p ao zti�rNi J N� — NOTE: a ---------------------- BUILDING ON PARCEL 3 3 Q w TO BE SPRINKLED. o n CON�XSITINC A o N 25' �25' RF�OWy GARAGE 16.96' J z Q o w 3 a F- o 1 7,067 S.F. o 0 7,036 S.F. - a 6,563 S.F. o EXISTINGCOVER TL 2500 z EXISTING REMOVE r HOUSE E o TO REMAIN A tri L — — — — — — — — — — — — — ------ 1 89.22' 95.09 94.99 o 279.30' N89'11'26"E 0 w Nj O � yM1y T 6 � LOT 1 LOT 2 D O�� �� D� I� c LOT 3 TL 12700 TL 12800 \ SPRNGS J TL 12900 TL 2600 oZ E 0 8 Cl) w Lu o W d' TL 2700 EASEMENTS m Q EXISTING 5' PUBLIC UTILITY EASEMENT w Q PROPOSED 7' PUBLIC UTILITY EASEMENT 0 © PROPOSED 20' PRIVATE ACCESS AND UTILITY EASEMENT d Q Z $ (7 W ui GRAPHIC SCALE w 20 0 10 20 m as U ( IN FEET) > > w z w O inn = zo (t. c J w Mz wW% w u = U W PIT N L 2 r 5 d 8 r O G J 31, XcP y�NY J. FPS EXPIRES DEC. 31, 2023 SHEET 2 OF 3 LEGEND Z -490- - EXISTING MAJOR CONTOUR AND ELEVATION Z O EXISTING MINOR CONTOUR EX. 12" S . d -------- EXISTING STORM DRAIN AND SIZE EX. 8" W.W. EXISTING WASTE WATER AND SIZE L.I_ EX. 8" W Qz EXISTING WATER LINE AND SIZE TL 2300 p L --5-YEAR TT-- EXISTING TIME OF TRAVEL LINES Q (n (D a EXISTING POWER POLETL 11508 TL 11507 TL 11506 o EXISTING STREET LIGHT Q Of) Y FIRE HYDRANT / Q U EXISTING WASTEWATER MANHOLE LOT 7 LOT 6 \/ LOT 5 U Z O U (L. EXISTING STORM DRAIN MANHOLE / V A S N D A COURT S U B D V S O H m P.U.E. PUBLIC UTILITY EASEMENT / TPED o TELEPHONE PEDESTAL / SUB TO RELOCATEEXISTING GUY WIRE "47S44'�FL ® PROPOSED MAIL BOX / 479.40 FS 479.69 FS 479.24 FL 111 279.30' - 480.20 FS S89°11'26"W - TL 2400 6.04' 12 475.00 I/ 1 10. 88.17 °.! .° °, 95.09 a 'a; •� a . 480.04 FL INV. / 474.65 °`��—___ —°� T yy�t4.D�2��F7S o a.a m 474.85 ° _ _ ° _ --_ --- --- ,, NOTE: O T 2 INV. � — — - — -- — — — — BUILDING ON PARCEL 3 J a .479.69 FSa476.73 o N 479.40 FS 30 23 TO BE SPRINKLED. o I � 20 C INV. CL 1 Ne -07z — 30 2 30 A o Q n C o,l C R. 21 . o 476.03 0 GARNGE .96' � i6 N CONSTRUCTION NOTES 25 / 2s w ° / 22 INV. 2 23 3 / `30 31 I 24 7,067 S.F. �' Q 0 7,036 S.F. a 10 CONSTRUCT 6" CONCRETE OVER 8" OF CRUSHED ROCK PER DETAIL HEREON / /� Ik o 6,563 S.F. - < \ o 2O CONSTRUCT 20' WIDE DRIVEWAY APRON PER CITY STD. 3-19 / l� Im z GOVEXIST J TL 2500 0 - - - - ELS-1 - (l w IT EXISTING / OVE —/ \ 10 INSTALL 6" DIA. PVC SDR35 DRAIN PIPE, o B TO REMAI a 0 11 INSTALL 6" DIA. PERFORATED PVC SDR35 DRAIN PIPE, _ _ 12 CONNECT TO EXISTING STORM DRAIN _ _ — — _ — — — — — — — �}- — — — — — — — — — — O POTHOLE AND VERIFY LOCATION PRIOR TO CONSTRUCTION 1 ` — — — B9 22 L�I 95.09' 94.99 13 INSTALL CLEANOUT WITH CAST IRON COVER 27930' ------------------- NB 9_t 1'26"E _----_----_--_-_--_�L o 20 INSTALL 6" DIA. PVC SDR35 WASTEWATER PIPE p� Z o 21 INSTALL 4" DIA. PVC SDR35 WASTEWATER PIPE LOT 1 3 LOT LOT 2 22 PLUG END OF PIPE AND MARK WITH 2 X 4 a ROSE SPR CICS 23 INSTALL 6" DIA. CLEANOUT PER CITY STANDARD 4-4A TL 2600 24 INSTALL 6" X 4" TEE TL 1 2700 TL 1 2800 TL 1 2900 25 CONNECT TO EXISTING WASTEWATER LATERAL WITH WYE, POTHOLE AND VERIFY LOCATION PRIOR TO CONSTRUCTION 30 INSTALL 1" DIA. PVC OR PEX PIPE WATER LINE O Z 31 INSTALL 5/8" WATER METER L Y w Lu o W LL' TL 2700 m w EASEMENTS ° Q EXISTING 5' PUBLIC UTILITY EASEMENT Q PROPOSED 7' PUBLIC UTILITY EASEMENT © PROPOSED 20' PRIVATE ACCESS AND UTILITY EASEMENT zo 0 o GRAPHIC SCALE _Z $ Q (7 PL EASEMENT PL W W B' EASEMENT IN FEET) Lu Q 1' B' �{ �{ 1 inch = 20 ft. Q _Z U 6" CONCRETE 6" CONCRETE Lu (' Z 2% 2% 2% 2% W Z O m -LLJ r Z w B" THICK OF 3/4'-0' B" THICK OF 3/4"-0" w w - U' CRUSHED ROCK CRUSHED ROCK 24" OF TOP SOIL MIN. 6" PERFORATED PIPE a 8" OF OPEN 1.5" DRAIN ROCK 1. THE THICKNESS OF THE CONSTRUCTED MEDIUM, INCLUDING OR IN ADDITION 1. THE THICKNESS OF THE CONSTRUCTED MEDIUM, INCLUDING OR IN ADDITION ROBERTS SURVEYING, INC. TO THE GROWING MEDIUM, SHALL BE A MINIMUM OF 24 INCHES THICK. TO THE GROWING MEDIUM, SHALL BE A MINIMUM OF 24 INCHES THICK. P.O. BOX 7155 SPRINGFIELD , OR 97475PR 541-345-1112 DRIVEWAY SWALE DETAIL DRIVEWAY DETAIL c'D T,EFFss,(j OWNER: BRUCE WIECHERT CUSTOM HOMES. INC. NO SCALE NO SCALE e 3073 SKY VIEW LN. o c EUGENE, OR 97405 J yOM'd.FP� EXPIRES DEC. 31, 2023 SHEET 3 OF 3