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HomeMy WebLinkAboutPlat, Subdivision APPLICANT 10/15/2014OWNER/DEVELOPER: MARK ADKINS 1306 BOGART LANE EUGENE, OR 97401 CIVIL ENGINEER: DON B MOGSTAD, P.E. POAGE ENGINEERING & SURVEYING, INC. P.O. BOX 2527 EUGENE, OR 97402 (541) 485-4505 LAND SURVEYOR: THOMAS F. POAGE, P.E., L.S. POAGE ENGINEERING & SURVEYING, INC. P.O. BOX 2527 EUGENE, OR 97402 (541) 485-4505 5' DEVELOPMENT ISSUES MEETING; SIDEWALK FOR NIGHTHAWK SUBDIVISION ASSESSOR'S MAP No. 17-03-27-42, TAX LOT 1700 6" EXTRUDED SPRINGFIELD, LANE COUNTY, OREGON CURB SEPTEMBER 10, 2014 FINISHED FINISHED GRADE 2% GRADE NATIVE SOIL OR COMPACTED FILL NIGHTHAWK DRIVE STREET SEC TION NOT TO SCALE FAIRVIEW DRIVE m x N 90000'00" W 200.00` 100.04` 100.00' Lri Lri 0 1 01.0 6,504 SF 0053�® 00 6,500 SF coo 0 100.04' a 100.00` 3 a 8,500 SF o o�� PUBLIC TURN -AROUND Ln 2,532 SF00 ori. • '�•. 0 0 4 ;�EXISTING 7,400 SF .:..::+ r HOUSE GP�PG� �3 ui : ; . EXISTING o DRIVEWAY O 0 104.40, C>XT o 100.04' POWER POLE Z ,---OHP-- -- -- ---OHP - -- - -- OHP--- -- -- -OHP--- -- --- :..:.. ...... .... . 48.40 -- --- - - -- -- --- -- -- -- -- ---- 48.40' -- - f� �151IF{tk�R`(l�lt;ij�i;�'it1i�.�:+•',`•+r:•r:+•INf''1��1fRrR'jlQN:�:�:y ww -w v v f7 o v o v o Ex. s' ww Ex. s' ww � o - _� - -o• - �-Lni - o NIGHTHAWK DRIYB > i N> , . v v v c0 D v v A o N 90000'00*W 130.44 ¢ W v p v p v p v Ln 10' PUE EX. WW MANHOLE FL. - 433.40' 21.60' AREA OF RIGHT-OF-WAY c� DEDICATION - 3,680 SF o o � a C> n 0 0 5 o 10,820 SF CNo 0 6�� 600 1 N 90000'00" W 70.04` GENERAL NOTES: I. THE DEVELOPMENT SITE HAS A GROSS AREA OF 44,500 SF. 2. STORMWATER FOR THE PROPOSED ROAD WILL DRAIN TO CURBSIDE INFILTRATION SWALES VIA CURB BREAKS. STORMWATER FOR THE PROPOSED PUBLIC TURN -AROUND /SHARED ACCESS DRIVE WILL DRAIN A GRASSY SWALE LOCATED ALONG THE WEST SIDE OF THE PAVED AREA. 3. STORMWATER FOR ALL NEW HOMES WILL DRAIN TO DRYWELLS OR TO THE PUBLIC INFILTRATION AREA IF IT CAN ACCOMODATE THE PRIVATE IMPERVIOUS AREA. 4. THE INFILTRATION AREAS SHOWN ARE CONCEPTUAL ... ONLY THE AREA THAT IS NECESSARY TO ACCOMMODATE THE RUNOFF WOULD BE CONSTRUCTED. ..8 z J z 0 W � F- W Z Q 0 1- �z W _ Of (n� W nz O U W O U VICINITY MAP 161 -1 C141 t-) I V I Lr) 1 (0 1 r- W c,' EASEMENT LINE C Ln O- @ ^ 04 = m d7- W — —EX STM— — EXISTING STORM PIPE C_.� N = Z) STMPROPOSED STORM PIPE i�,� N O 0 — -EX SAN SWR- — EXISTING WASTEWATER PIPE x 0 �-- s8' SAN SWR PROPOSED WASTEWATER PIPE N O_ ko Z c� Z W W Q V)(n _a'Of n y PROPOSED GUTTER FLOW DIRECTION r" 0- V o u MM N) W d n Q U) ILLu nW Lu Z J LI Co ►-- J Q Q Z `-� Q LL Z n p U-) U W I-- � U J � � n LL n n VICINITY MAP � >< UitQ`z z • z F- L D OJ z W NOT TO SCALE �- Z Lu Lo'jPROPOSED > ay W CURB & GUTTERO W c,' EASEMENT LINE C Ln O- @ ^ 04 = m d7- W — —EX STM— — EXISTING STORM PIPE C_.� N = Z) STMPROPOSED STORM PIPE i�,� N O 0 — -EX SAN SWR- — EXISTING WASTEWATER PIPE -W' p Q 0 �-- s8' SAN SWR PROPOSED WASTEWATER PIPE = m QLlj O_ ko Z EXISTING FENCE AS NOTED Z W W Q V)(n _a'Of n y PROPOSED GUTTER FLOW DIRECTION r" 0- V LEGEND: � >< UitQ`z z • z F- L D OJ z W �- Z Lu Lo'jPROPOSED > ay W CURB & GUTTERO W c,' EASEMENT LINE C Ln O- @ ^ 04 = m d7- W — —EX STM— — EXISTING STORM PIPE C_.� N = Z) STMPROPOSED STORM PIPE i�,� N O MO Z — -EX SAN SWR- — EXISTING WASTEWATER PIPE -W' p Q - � �-- s8' SAN SWR PROPOSED WASTEWATER PIPE = m QLlj O_ ko Z EXISTING FENCE AS NOTED Z W W Q V)(n _a'Of n y PROPOSED GUTTER FLOW DIRECTION ~ 0 p = Q —I W a- LliW Aft_ V) SCALE: l" 30' 0 /D 20 30 60 /00 pt -(6 SCALE /S /N FEET POc-'I HUffmcm OCT 15 2014 w `t > Zan o F- J .� W F- o a- LliW Aft_ V) SCALE: l" 30' 0 /D 20 30 60 /00 pt -(6 SCALE /S /N FEET POc-'I HUffmcm OCT 15 2014