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Home My WebLink AboutPlan, Tentative APPLICANT 9/6/2013P11 F° STORMWATER BM P SCHEDULE FG=459.88' 6P 4%v POLLUTION REDUCTION AND INFILTRATION: TREATMENT MANAGEMENT ACTUAL FG==460.24 BMP AREA AREA RATIO ISPA 147 S.F. 2,048 S.F. 0.072 FG=459.09' ISP-2 186 S.F. 2,656 S.F. 0.070 FL=454.48 ISP-3 186 S.F. . JO ISP-4 149 S.F. 2,342 S.F. 0.079 _j _.2 /6 1,698 S.F. 2% ku 2 FG=459.45' 0.088 ISP-5 118 S.F. 1,678 S.F. 0.070 ISP-6 186 S.F. 2 265 S.F. .082 ,.F. FL=455.10' -7 ISP 186 S.F. 2,265 S.F. 2%, 2% 0.082 -------- _j ISP-8 126 S.F. 1,543 S.F. 0.082 < ISP = INFILTRATION STORMWATER PLANTER TREATMENT AREA-MANAGEMENT AREA DESIGN RATIO 0.07 ISP-1 FL=--457.59 FL=457.18 ISP-8" CURB OPENING LEGEND: CURB OPENING SIGN "NO PARKING" CONCRETE DRIVE STREET LIGHT 20 _j 9 - � /, uJI. 20/.� 0 _j _j 2%. < MM EXISTING CATCH BASIN pi� "R UTILITY RISER/BOX r CURB OPENING L 5' WIDE SIDEWALK ISP-2' ...... SP -7' nk EXISTING CURB 56.94 FL==4 CURB OPENING FL=-456.53 ...... 5% CONCRETE PROPO 4%v SED CURB DRIVE A�v >N ...... J_ CONCRETE SURFACE BOUNDARY LINE 2% '2% TAX LOT LINE 2% 2% GUARDRAIL FENCELINE CURB OPENING 'ISP-3 Q m-6" SD=I PROPOSED STORM DRAIN PIPE ISP-6 CURB OPENING 6" WW —PROPOSED WASTEWATER PIPE ` Q PROPOSED ROOF DRAIN PIPE ` .... PROPOSED AREA DRAIN/OVERFLOW y 2'6/o PROPOSED CLEANOUT C co 0- FG 76' PROPOSED FINISH GRADE ELEVATION =457. 2% w FG=458.08'AT FL=456.69' PROPOSED PIPE FLOW LINE ELEVATION 0- Ca CURB OPENING FG=458.44 YALL%.E .......... .* ... INFILTRATION STORMWATER PLANTER > ISP-4:: w FG=457.40'AT _YLL�LEY N FG=457.76' CURB OPENING ... ....... X w . ..... FL=452.55f (APPROX FL=453.2 11 (APPROX.) 2 1 ISP-5 FG=458.44 . ..... ::�7 C.4 FG=457.76 W_ 0 J mamma" 7 A 0 P < f FL=456.19 FG=458.38' I FL=455.75� —m X1 FG=457.82' E 0.39% N Cf) Y.30, J C R STREET 0 BCE cc 0 Sr ST Sr &D 0 20 ce) RENEWS: 01/01/14 S Sr ST ST ST ST ac l T ST ST ST Proposed Grading, Paving., & Utilities Plan (D ST ST QT V) v W�k ww w W — — — 11V w WW — — — AA, W WAV w X — — — W%k %V W — — — G4w — — — FREEMAN - R STREET 4' 4 4 —7- —4— — — —.1 — - -4 4.— A A A A 4 .4 17-03-25-23 TL 1800 & TL 1902 E q, E SPRINGFIELD, OREGON CV co fl- CO ID C14 CD a 0. kv A�v E C R & Associates, Inc. (D Engineer's, Geologists, and Surveyors (D 6 r U. 0 LD 2535B Prairie Road XX2 Eugene, Oregon 97402 _J P R-E I INNER �W (541) 688-8322 Fax (541) 688-8087 PRE- SUBMITfAI 19 C w a. w R z D a. Q E T 10 CL E cu R 4 8 1. c R ca L jr 0 40- .5 15)4�) cc rE 2 ME 4%v d d �� 20/ jo IN, • 10 IP-8 P- ISP-1, S ..... ..... t f2% 2% 2% r x ISP-2 I ISP-7 Q I I I 1 X 00 4 - NO, Q% 2%'- ,- I , I : 20/0 A No 7 ISP-3 ISP-6 4%v A, T ' CONNECT TO EXISTING 2% CONNECT EXISTING WATER PIPES WASTEWATER LATERAL D i CONNECT TO EXISTING WITH 6" DUCTILE IRON PIPE CL f-f'YkTXjV1- nnTX1A'r0 QrnDAA I I I f, \ F, WASTEWATER LATERAL DRAIN PIPE TO CATCH BASIN w • '_:1SP-4-. D `n (L I I ;-e rommprT PRIVATE STORM w ___. J ISP-5 DRAIN PIPE TO CATCH BASIN _ WATER w w W A zz A— .4 old T 5'CONC. SIDEWALK A 'A A 0.35% CONSTRUCT STANDARD Cf) w CURB AND GUTTER 0 w �- M <-- ::�; — — — ____ — — — - I < 0 W R STREET > &D 0 w 00 L LL ST . S1_ ST ST 2 NOTES: 1 ROOF DRAINS WILL DISCHARGE INTO ADJACENT INFILTRATION STORMWATER PLANTERS (ISP) AS SHOWN, EXCEPT THAT THE SOUTHERLY FOUR DUPLEX BUILDINGS WILL DISCHARGE TO R STREET. 2. STREET TREES WILL BE PLANTED IN ACCORDANCE WITH SPRINGFIELD CODE AS PART OF BUILDING PERMIT PROCESS. 3. EXISTING SITE DRAINAGE IS GENERALLY TOWARD R STREET. 20 D p 1 PE 0 L RENEWS: 01 /01 /14 ST — — I ST ST ST ST — - I Vr - I Existing Improvement & Public Utilites Plan - a_:� ST — — — ST ST ST, W-M, ww — —�2uh� ww — ww — — — w N NNW — — — Ww ww — ark. W\k wv� WW WTI — — — ww — — — %V)k — — — ww — — — M-1w- 1w A —4— A 74 A A * .0 1 .4 . I *�-_ A- All. 4' 4 -A A V . . A d 41 FREEMAN - R STREET 17-03-25-23 TL 1800 & TL 1902 SPRINGFIELD, OREGON EGR & Associates, Inc. Engineers, Geologists, and Surveyors 2535B Prairie Road (541) 688-8322 Eugene, Oregon 97402 Fax (55A 1) 688-8087 PRE-SUBMITTAL RECI IN- PIP' conca I.- EXISTING 6' 4V4 w b 0) WOOD FENCE c*4 6' WOOD FENCE 44.01 TO BE CONSTRUCTED 431 SqFt Max. Shade Point Height 20' 45.01 431 SqFt 0 540 SqFt Max. Shade Point Height 17' IL 44.01 45.0' PHASE PHASE 6 18" DRIVE 635 SqFt 635 SqFt CD M co 0 18 DRIVE EXISTING 6 WOOD FENCE 635 C2 Aj SqFt 635 SqFt > r . 1 � I r 10, 10, • 43.0 ..... .. O aNY + 635 SqFt X635 635 SqFt' 4v PHASE PHASE 4 635 SqFt C2 0 635 SqFt r 43.0' 635 SqFt 635 SqFt PHASE 1 PHASE 2 POSSIBLE FUTURE i DIVISION LINES POSSIBLE FUTURE 635 SqFt 635 S F 635 DIVISION LINES U.1 co x . . . Cl MIN NOTES: 1. FLOOR AREAS SHOWN ARE MINUS GARAGE SPACE. 2. DUPLEX DIMENSIONS ARE TYPICAL. 3. EACH DWELLING UNIT HAS TWO (2) PARKING SPACES, GARAGE & DRIVEWAY. 30 TOTAL ONSITE PARKING SPACES. SIX (6) POSSIBLE ON STREET PARKING SPACES. 4. DEVELOPMENT AREAS (IMPERVIOUS SURFACES) BUILDING ROOFS = 13,697 S.F. (35.3% OF SITE) DRIVE AREAS = 10,594 S.F. (27.3% OF SITE) PATIOS =1,200 S.F. (3.1 % OF SITE) TOTAL IMPERVIOUS SURFACES = 25,491 S.F. (65.7% OF SITE) 5. BUILDING HEIGHT AND SETBACKS FOR SOLAR STANDARDS IS NOTED FOR STRUCTURES ADJACENT TO NORTH BOUNDARY LINE, 6. NO DESIGNATED BICYCLE PARKING. INDIVIDUALS WILL STORE BICYCLES IN GARAGE OR YARD. 7. LANE TRANSIT DISTRICT FACILITIES LOCATED ALONG Q STREET, NEAREST STOP 13TH & Q STREET. 8. TPUBLIC UTILITY EASEMENT PROPOSED TO BE GRANTED ALONG R STREET WITHIN TAX LOT 1800. 0 20 REGISTERED PROFESSIONAL LAND SURVEYOR JANUARY 14. 2003 RYAN M. ERICKSON 55524 EXPIRES: 12/31/13 SITE PLAN FREEMAN - R STREET 17-03-25-23 TL 1800 & TL 1902 SPRINGFIELD, OREGON 8 Q) 4 Af- ---;°6f WROUGHT IRON FENCE D TO BE CONSTRUCTED 241 24 POSSIBLE PARKING TYP. T d .0 kSTREEt CL CD -4— —4— C3 4 9 E LL LV Q co 4%v 110 0 �v C4 t td 0 2 Do. ID to , M U 0 le m X NOTES: 1. FLOOR AREAS SHOWN ARE MINUS GARAGE SPACE. 2. DUPLEX DIMENSIONS ARE TYPICAL. 3. EACH DWELLING UNIT HAS TWO (2) PARKING SPACES, GARAGE & DRIVEWAY. 30 TOTAL ONSITE PARKING SPACES. SIX (6) POSSIBLE ON STREET PARKING SPACES. 4. DEVELOPMENT AREAS (IMPERVIOUS SURFACES) BUILDING ROOFS = 13,697 S.F. (35.3% OF SITE) DRIVE AREAS = 10,594 S.F. (27.3% OF SITE) PATIOS =1,200 S.F. (3.1 % OF SITE) TOTAL IMPERVIOUS SURFACES = 25,491 S.F. (65.7% OF SITE) 5. BUILDING HEIGHT AND SETBACKS FOR SOLAR STANDARDS IS NOTED FOR STRUCTURES ADJACENT TO NORTH BOUNDARY LINE, 6. NO DESIGNATED BICYCLE PARKING. INDIVIDUALS WILL STORE BICYCLES IN GARAGE OR YARD. 7. LANE TRANSIT DISTRICT FACILITIES LOCATED ALONG Q STREET, NEAREST STOP 13TH & Q STREET. 8. TPUBLIC UTILITY EASEMENT PROPOSED TO BE GRANTED ALONG R STREET WITHIN TAX LOT 1800. 0 20 REGISTERED PROFESSIONAL LAND SURVEYOR JANUARY 14. 2003 RYAN M. ERICKSON 55524 EXPIRES: 12/31/13 SITE PLAN FREEMAN - R STREET 17-03-25-23 TL 1800 & TL 1902 SPRINGFIELD, OREGON C 0 0 U Ul 0 ay i c c t IEdfYlbi'1t.St _ . VICINITY MAP NO SCALE `� f• ,f r f ES: NO STRUCTURES OR IMPROVEMENTS EXIST ONSITE. FIRE HYDRANT LOCATED AT THE SE CORNER OF 14TH AND R STREETS, APPROXIMATELY 180 FEET SE OF PROPERTY. LOCATIONS AND SIZE OF UNDERGROUND UTILITIES ARE APPROXIMATE AND SHOULD BE FIELD VERIFIED. THE PROPERTY IS NOT LOCATED IN A 100 -YEAR FLOODPLAIN PER THE CURRENT FIRM MAP #41039C1 134F, 6/2/1999. THE PROPERTY IS LOCATED WITHIN THE 2 -YEAR WELLHEAD ZONE. ELEVATIONS BASED ON CITY OF SPRINGFIELD BENCHMARK #241 14TH /R, PUBLISHED ELEVATION 458.33, NAVD88. UTILITIES SHOWN ARE PER LOCATE TICKET #13138914. SOME UTILITY PROVIDERS MAY NOT HAVE RESPONDED TO LOCATE REQUEST. LEGEND: -0- SIGN "NO PARKING" STREET LIGHT 0 UTILITY RISER/BOX !� 14 ", DECIDIOUS TREE (SIZE NOTED) . • • . • -.. •- J . . �:. �: 4s8.41 ,:. 5' WIDE SIDEWALK .. CURB ... SITE O S DITIONS ASSESSMENT F EXISTING CON ASPHALTIC CONCRETE _ ,~ _. _' f �. µ BOUNDARY LINE 1 .. ADJACENT PROPERTY -'. — �V W _ 1�: Vtir _ _ _ µ;� -. — tt'iT� — — - r t1 — — — 4k`W — — — W N` — GUARDRAIL -3 • -- -- Y.. - FENCEUNE ` OREGON ' JANUARY 14, 2003 RYAN M. ERICKSON 55524 EXPIRES: 12/31/13 Engineers, Geologists, and Surveyors 2535B Prairie Road Eugene, Oregon 97402 (541) 688 -8322 Fax (541) 668 -8 WE-SUBMITTAL j4 ■® Ic • . �' , • . .STORM MANHOLE #21 -101 ,T• •� s�= " �,. , . .. r .. � • ' � . • • . • -.. •- J . . �:. �: 4s8.41 ,:. . ... .. �' sa . • .. ... SITE O S DITIONS ASSESSMENT F EXISTING CON r' • 10" INV IN (N)=455.94' _ ,~ _. _' f �. s _ .� ST ST' .. 10" INV OUT (E)=455.98' — `ti tb' - — — �..�,. — — — Vr' W — Vr` W - — — W W -'. — �V W _ 1�: Vtir _ _ _ µ;� -. — tt'iT� — — - r t1 — — — 4k`W — — — W N` — _ �, 1L' — — — ��' �: — — �� % — — — �V��% — — — W V�` — — 1L'Gb' _ _ — E _ — — 41 w — — — ww — — W W • , FREEMAN - R STREET CURB INLET #21 -504 4 j' SANITARY MANHOLE #10 -005 ° 4 a ° e' TOP: 457.60' SANITARY MANHOLE #10 -044 — 4 17- 03 -25 -23 TL 1800 & TL 1902 • 4 S' 58.6 GUTTER: 457.03' RIM: 458.01, �. t 6 INV IN (N)=451.75 10" INV IN (N)= 454.95' 10" INV IN (W)= 454.93' 4" INV IN - 53.81' (NEB SPRINGFIELD, OREGON 8" INV IN (E)=451.60' REGISTERED 4" INV IN (SE) 453.83' 8" INV OUT (S )= 451.59' PROFESSIONAL 10" INV OUT (S)=454.42' 8" INV BOUT (W)= 453.63' LAND SURVEYOR , r I` GR & Associates, Inc. ` OREGON ' JANUARY 14, 2003 RYAN M. ERICKSON 55524 EXPIRES: 12/31/13 Engineers, Geologists, and Surveyors 2535B Prairie Road Eugene, Oregon 97402 (541) 688 -8322 Fax (541) 668 -8 WE-SUBMITTAL j4 ■® Ic