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HomeMy WebLinkAboutPlans Applicant 12/12/2023VICINITY MAP NO SCALE ZONING 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 HDR HDR EAST RESIDENTIAL LDR LDR WEST PUBLIC LAND & OPEN SPACE OPEN SPACE OPEN SPACE LEGEND —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 GAS EXISTING WATER LINE AND SIZE EXISTING NATURAL GAS EXISTING WATER VALVE GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEET ) 1 inch = 20 ft. EXISTING POWER POLE EXISTING STREET LIGHT EXISTING SIGN EXISTING FIRE HYDRANT EXISTING WASTEWATER MANHOLE EASEMENTS EXISTING STORM DRAIN MANHOLE PUBLIC UTILITY EASEMENT OA EXISTING PUBLIC SIDEWALK EASEMENT PER DOCUMENT N0. 88-26100 T� 2200 © EXISTING PUBLIC SEWER EASEMENT PER RECEPTION NO. 326, BLANKET IN NATURE AND NOT SHOWN EXISTING TREE EXISTING BUS STOP SHEET INDEX 1 SITE ASSESSMENT OF EXISTING CONDITIONS 2 TENTATIVE SUBDIVISION PLAN 3 CONCEPTUAL GRADING PLAN NOTES: 1. APPLICANT/OWNER: MONKEY HERO, LLC 2. APPLICANT'S REPRESENTATIVE: THE FAVREAU GROUP. 3750 NORWICH AVE., EUGENE, OR 97408, 541-683-7048. 3. 17-03-26-31 TAX LOT 900 4. WATER, POWER, GAS, TELEPHONE AND CABLE SHALL BE LOCATED IN UTILITY EASEMENTS. 6. OMIT 7. ELECTRICAL TRANSFORMER LOCATIONS SHALL BE DETERMINED DURING THE DESIGN PHASES. 8. ALL STORMWATER SHALL BE TREATED ONSITE VIA SOAKAGE TRENCHES. 9. DEVELOPMENT AREA = 21,289 SQUARE FEET = 0.49 ACRES. 10. PROPOSED RIGHT OF WAY = 0 ACRES 11. PROPOSED IMPERVIOUS AREA = 0.4 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 = 4,258 SQUARE FEET. 17. ZONING AND COMPREHENSIVE PLAN LAND USE DESIGNATION: LOW DENSITY RESIDENTIAL. 18. THE NEAREST FIRE HYDRANT IS ON THE EAST SIDE OF 5TH ST, DIRECTLY ACROSS THE SOUTHWEST CORNER OF THE SITE. FEMA THE SITE IS SITUATED IN ZONE 'X' AS SHOWN ON FIRM COMMUNITY PANEL NO. 41039C1162 F, DATED JUNE 2, 1999. SOIL TYPES #2224A COURTNEY GRAVELLY SILTY CLAY LOAM #119 SALEM -URBAN LAND COMPLEX SOIL GROUP D WELLHEAD PROTECTION SITE IS LOCATED WITHIN 5 -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 EXISTING FEf I i w 0 z ME i u Lu A 0 z W w CO [if z a � o Y cr LL_ 0 O3�: 0 J m O n Cf) 0 F___ 0 O rn � I a I Q `0 N � I X 0 I Q a� �CD role� ZM ®0 0 LL ce)Z RJUm 0 0 N I N 0 N gyri 0 U N ® Co 7 L Y m © IG iv< J O�_"_C:3 w NYJ.FP EXPIRES DEC. 31, 2025 SHEET 1 OF 3 Q U) z Lu O U) Q o U) z m LTJ w W LL Lu z a_ > H o Q L.L� 00 z 0 � Lu o � U m U m (/) o 0 Orn � I n I Q N � I X I Q Q 12 O Cci N O N D W OCT O C) a v I a � 0 FLOOD CHANNEL L-125.70' Q GRAPHIC SCALE R=1000.00 I N 89°38'57" W 31.63' L-81.53 20 0 10 20 40 80 L-6.16 I =38.01 EEX.SHEIDIN FEET )1 inch = 20 ft.APPROX. 0 5SHED 5' 2,977 S.F. zzz RELOCATION 15' a0 66' 0� Cn E U) > S 89°39'00" E 81.05' W W N � ;� � 19.72' � EASEMENTS EXISTING HOUSE EXISTING PUBLIC SIDEWALK EASEMENT PER DOCUMENT NO. 88-26100 TO REMAIN o w © EXISTING PUBLIC SEWER EASEMENT PER RECEPTION NO. 326, BLANKET IN NATURE AND NOT SHOWN z 4 z © PROPOSED 7' PUBLIC UTILITY EASEMENT TE 2200 N 3,854 S.F. �D PROPOSED 5' PRIVATE SEWER EASEMENT 1 2 D `L w EO PROPOSED 15' X 15' ACCESS EASEMENT 5,101 S.F. 5,092 S.F. 19.18' N S 89°39'00" E � 80.81' Co w � � CD LF) W 0 0 0 0 0 0 z cn cn � I 3Co CDCo CD 4,266 S.F. o DCD r(j 'n o O z CD 00 � � w W � G J I W =� A OLYMPIC ST. Z U o38.46' 38.00 80.54'LJJ (� CD S 89°56'15" E 157.00' z O 6' > z � Co Q w o0 o LL J tiw � Co z a W > a 2 U w TL 901 a~ J I o_ TE1000 MOFFtT LN. 0 PROFFS 87�0- TE 1100 P O J NY J . F P EXPIRES DEC. 31, 2025 SHEET 2 OF 3 IfIJIIYICllia Y momem YID 10 CONSTRUCT 12' WIDE FULLY DEPRESSED DRIVEWAY APRON PER CITY STD. 3-20 DRIVEWAY THICKNESS TO BE 8" WITH #4 REBAR 12" O.C. BOTH WAYS 2" ABOVE BOTTOM OF SLAB OVER 2" OF 3/4" MINUS COMPACTED CRUSHED ROCK 20 INSTALL COMMUNITY MAIL BOXES 20 INSTALL 6" DIA. PVC SDR35 WASTEWATER PIPE 21 INSTALL 4" DIA. PVC SDR35 WASTEWATER PIPE 22 PLUG END OF PIPE AND MARK WITH 2 X 4 23 INSTALL 6" DIA. CLEANOUT PER CITY STANDARD 4-4A 24 INSTALL 8" X 6" TEE 25 CONSTRUCT STD. 6" X 6" X 4" WYE, ASTM D3034 26 CONNECT TO EXISTING WASTEWATER LATERAL WITH WYE, POTHOLE AND VERIFY LOCATION PRIOR TO CONSTRUCTION 27 CONNECT TO EXISTING HOUSE SEWER LATERAL 28 ABANDON OR REMOVE EXISTING WASTEWATER LATERAL 30 INSTALL 1" DIA. PVC OR PEX PIPE WATER LINE 31 INSTALL 5/8" WATER METER FrFN / —490— — EXISTING MAJOR CONTOUR AND ELEVATION EXISTING MINOR CONTOUR — EX. 12" S.D. _ EXISTING STORM DRAIN AND SIZE EX. 8" W.W. EX. 8" W GAS WY 61110 IS4►h.F.91 a►►►i n 1:x:10 u�0 N I I I I EXISTING WATER LINE AND SIZE EXISTING NATURAL GAS EXISTING POWER POLE EXISTING STREET LIGHT EXISTING SIGN EXISTING FIRE HYDRANT EXISTING WASTEWATER MANHOLE EXISTING STORM DRAIN MANHOLE PUBLIC UTILITY EASEMENT EXISTING TREE EXISTING BUS STOP GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEET ) 1 inch = 20 ft. EASEMENTS �A EXISTING PUBLIC SIDEWALK EASEMENT PER DOCUMENT NO. 88-26100 © EXISTING PUBLIC SEWER EASEMENT PER RECEPTION NO. 326, BLANKET IN NATURE AND NOT SHOWN © PROPOSED 7' PUBLIC UTILITY EASEMENT �D PROPOSED 5' PRIVATE SEWER EASEMENT EO PROPOSED 15' X 15' ACCESS EASEMENT NOTES: 1. ALL OVERHEAD SERVICES SHALL BE PLACED UNDERGROUND FOR BOTH NEW HOME LOTS AND THE EXISTING HOME. ENGINEER'S NOTE THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS AND THE CITY OF SPRINGFIELD. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND INDEMNIFY AND HOLD DESIGN PROFESSIONALS HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. THE CONTRACTOR SHALL POTHOLE VERIFY ALL JOIN CONDITIONS AND DIMENSIONS AND SHALL REPORT DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. TL 2200 EXISTING FEf m 0 w ¢ a w a U) z ¢ J a n D O D LLIQ Q H w z ry w Z w J A, LJ U) w Q w H H OC G Lu 0 o� � z wW 0 m z_ n n' o Cn y of o O 3: U m U m w� Q� U 00 CD ory zO 0 Lu iz Lu W E a N I N O N 00 O a Q o z O 0� U) U)> Lu LLJ 0 ry Co Lu Q 0 PR OF\ ':��G z N� FS`S/ov %18240 PN r 03' G O"N J QFC. 31.1995 NY J F P EXPIRES DEC. 31, 2025 SHEET 3 OF 3