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HomeMy WebLinkAboutPlan, Tentative APPLICANT 3/2/2012I la SITE REVIEW PLAN SET LAYS -AFFORDABLE -STORAGE SEC.31 T.17S. R.2W. W.M. TAX LOT 1700' SPRINGFIELD, LANE COUNTY, OREGON   I I  [III  - - 060l EX ST MH (   (  ' ! 10" FL IN (W)=426.45 24° FL IN (S)=462.35 EX IN MH 24" FL OUT (N)=462.35 1 31 /8: (N)=462.78 ' BOO ! RIM ELDI.=469.35 t 1 8 FL IN (S)=462.78 FOUND PK I id 8" FL OUT 469.1862.68 (I 28TH & G RIM ELEV.= 8"WW_ G STREET EXISTING 10.00 1 S.U.B. EXISTING FIRE HYDRANT 27.00'- •I 10.00' EASEMENT all 1. L 57.00 \pa- H -N, 36.00* R/W ROADWAY-' ( I WEST LINE OF J.C. CARTER DLC #58 28TH STREET PER C.S.F. NO. 22743 IsNo I G 69 13.31(Y EXISTIN EXISTING 12.00" -1 DRIVEWAY APRON - -30.00* WOOD FENCE F43.30 1 100.00' RAILROAD 323.30' S89*30'00"W RIGHT-OF-WAY ...... ........ - ¢.i ( LAT. 151u.uu- 5t5v_lju_uu__w EX 5' BACK OF EXISTING ELETRIC FOUND EX. 12 ASH CURB SIDEWALK EXISTING SHOP LA oll ko T. FOUND rEX NG ISHOP M U Mj To IS M MONUMENT METER 3 30. 0 TO RE AJN 0 EMAJN  rO.O 0' T. EXISTING 18.00' LAT. EXISTING 6' - Z_ EXISTING AC PAD co CHAIN LINK DRIVEWAY APRON I I- TO BE, REMOVED V FENCE C> EXISTING 18.00' CD EXISTING STORAGE DRIVEWAY APRON' 2-36" & 1 - TO BE RELOCATED UNIT TO BE RELOCATED EXISTING GATE C> I _ _ - . (- . - - , - - . - . W PRIOR TO PHASE 2' 48" SPRUCE EXISTING 12.00 CL EX. 10 EXISTING OUTDOO DRIVEWAY APRON SWEEP GUM STORAGE 00 04 C) C) EXISTING AC DRIVE N P, C> 310.00' S89&30'00"W TO BE REMOVED G 1ps - W LAT. LAT. 2 EX. 48" OAK. • EXISTING 31.00' 6IJ J I - ! 0 D O RIVEWAY APRO G LAT. EXISTING TRAILERS TO BE RELOCATED OFF SITE PRIOR TO PHASE 2 CxHAINNNK WHITWORTH LANE LAT. CONSTRUCTION FENCE T - ' - - . - - T EX WW MH XISTING DRIVEWAY TL 11606 LDR TO REMAIN 8" FL IN (S)=464.12 OUT (N)=464.04 II I RIM EtIV.=468.20 L J Fb 160 I \N bz\ EX ST MH 10° FL IN (W)=,%2.86 FOUND 11% MONUMENT 24° FL' IN (S)=462.76 24" FL OUT (N)=462-76 RIM ELEV.=468.25 -  - - -1 =) +I  FOUND i o MONUMENT  o ( I I (.  90o I  y.o 30.00' FOUND PK 28TH ST. ASSESSORS MAP #17-02-31-00 TAX LOTS 1700 VICINITY MAP LEGEND NTS APPLICANT OWNER LAYS AFFORDABLE ' STORAGE L.L.C. STRUCTURAL 87499 CEDAR FLATS RD. RODD SPRINGFIELD, OR. 97478 1680 PHONE: (541) 726-5570 EUGENE, PHONE: PROJECT COORDINATOR ENGINEER L_ SURVEYOR EXISTING WATER METER OLSON k MORRIS CD 380 Q STREET SUITE 200 ftc 4 SPRINGFIELD, OREGON 97477 90 PHONE: (541) 302-9790 EXISTING WATER VALVE FAX: (541) 485-3253 v LANDSCAPE DESIGN HANSEN ARCHITECTURE PEARL ST. NE, OREGON 97408 E: - (541) 687-9600 NOTES: LEGEND 1. THE PROPERTY IS LOCATED IN ZONE X ON FIRM a  MAPS 41039C1161 f '' -AND 111S IN AN AREA DETERMINED -UTIL- C) C> 'c%j EXISTING UTILITIES (I.E. TV, PHONE) 41", TO BE OUTSIDCTHE` l GO-' YEAR FLOODPLAIN. 16"W- EXISTING WATER LINE -,Q: 8 tol 0 0 K) c Fw] EXISTING WATER METER 2. PROPERTY IS ZONED HEAVY INDUSTRIAL (HI). CD @ ftc 4 ALL PROPERTIES WITHIN 100 FT. ARE ZONED AS 90 EXISTING WATER VALVE SHOWN., v BYO EXISTING FIRE HYDRANT 3. EXISTING, PUBLIC AND PRIVATE UTILITIES ARE WW -8"WW - EXISTING WASTEWATER SYSTEM SHOWN. PROPOSED PRIVATE UTILITIES ARE SHOWN ON @---- -24 "SD - EXISTING STORM DRAINAGE SYSTEM SHEET C5. t6 O EXISTING CLEANOUT ELEVATIONS BASED ON CITY OF SPRINGFIELD .4. BENCHMARK 470 LOCATED AT THE INTERSECTION OF EXISTING CATCH BASIN 28TH STREET AND E STREET; BRASS CAP NW COR. N. OHE EXISTING OVERHEAD ELECTRIC END CB, ELEVATION = 467.09'. EXISTING POWER POLE 5. THERE ARE NO LTD FACILITIES NEAR THE SITE. -0- EXISTING POWER POLE W/TRANSFORMER 6. THERE IS NO SIGNIFICANT VEGETATION ON SITE. EXISTING GUY WIRE 7. FIRE HYDRANTS ARE LOCATED AS SHOWN. EXISTING STREET LIGHT 8. SOIL TYPE IS #32 COBURG-URBAN LAND ET:] EXISTING TV PEDESTAL COMPLEX, AS MAPPED AND SPECIFIED IN THE, SOILS EXISTING TELEPHONE PEDESTAL SURVEY OF LANE COUNTY. 43$G 9. THE SITE LIES BETWEEN THE 5 & 10 YEAR TIME ' EXISTING GAS VALVE OF TRAVEL AND IS APPROXIMATELY 1000 FEET FROM EACH. THE LINES CAN NOT BE SHOWN ON THE MAP AT THIS SCALE., EXISTING TREES 10. TAX LOT 1800 IS UNDER THE SAME OWNERSHIP, FOUND MONUMENTS 11. CONVEYANCE OF RIGHT-OF-WAY PER HI HEAVY INDUSTRIAL INSTRUMENT #9238470 DATED: JULY 9, 1992. LMIl LIGHT MEDIUM INDUSTRIAL 12. 10* SUB EASEMENT GRANTED PER INSTRUMENT #2000023480 DATED:APRIL 4, 2000. LDR LOW DENSITY RESIDENTIAL SHEET INDEX. Cl. SITE ASSESSMENT PLAN C2. SITE PHASING PLAN ' C3. SITE DEVELOPMENT PLAN PHASE I C4. SITE GRADING ' PLAN PHASE I C5. SITE PAVING PLAN PHASE I C6. STORM DRAINAGE PLAN PHASE 1 C7 CIVIL DETAILS EC 1. LAND DRAINAGE ALTERATION PLAN LA -1. PHASE 1 PLANTING PLAN LA-2. PHASE 2 PLANTING PLAN C> co  a bll $4 a  Q) C) C> 'c%j cj r-. "*E -,Q: 8 tol 0 0 K) c 0 cn CD @ ftc 4 90  o 3 rod v W ca co C> L< 0 "Q_ = cn cl- C> co  a Z a 0 U) u bo-4 a > w T--1 ,duel Pla,  Q) C/) ftc 4 90  o 3 rod v W ca 8 0 a C 0 rmw4 t6 d Z a 0 U) u bo-4 a > w T--1 ,duel Pla,  90 m m m 8 Z a 0 U) u bo-4 a > w T--1 ,duel Pla,  - — - — - — - — - — - — - — - — - — - w 3 Tl G STREET - p  EXISTING FIRE HYDRANT 3 Lj 6.00r RAhff rl 1op0 III III i III' ROADWAY III III 57.00 R/W 30.00 AV- tw ce- V) wW W i I N  , 4 7 So 5 co ce cl- wW p  110 I III  G W WW Lb 0 WW I ` - - GI it WW-- ir EXISTING TRAILERS TO BE RELOCATED OFF SITE PRIOR TO PHASE 2 CONSTRUCTION I EXISTING BUILDING EXISTING STORAGE BUILDING TO BE RELOCATED OFF SITE ooll PRIOR TO PHASE 2 CONSTRUCTION (I EXISTING BUILDING IL _ JI M 511L FKlUK lU It'ML Z CONSTRUCTION 0 C) LLJ C) V) P °U  ~ EXISTING IV, PHONE 16"W— EXISTING WATER LINE -E ci CD c, to, 0 Fw] EXISTING WATER METER ;c> 03 oo E (& EXISTING WATER VALVE wwazw 'o EXISTING FIRE HYDRANT or O PROPOSED FIRE HYDRANT  —8-WW EXISTING WASTEWATER SYSTEM C-24"SD EXISTING STORM DRAINAGE SYSTEM OO EXISTING CLEANOUT w ".4 > ' EXISTING CATCH BASIN OHE  EXISTING OVERHEAD ELECTRIC --- D(ISTING POWER POLE -9- EXISTING POWER POLE W/TRANSFORMER EXISTING GUY WIRE N EXISTING- STREET LIGHT M EXISTING TV PEDESTAL QP EXISTING TELEPHONE PEDESTAL EXISTING GAS LINE 4"G EXISTING GAS VALVE EXISTING TREE FOUND MONUMENTS A-FOREMEN °U  ~ CN N c N aid A-FOREMEN °U  ~ CN N c N AQ Lt -E ci CD c, to, 0 7Q*! cr c) ;c> 03 oo E ca 0 wwazw 'o or O C) co 0:: c> 8:g A-FOREMEN CN AQ Lt 7Q*! A-FOREMEN CN Q) cd r W-4 O w ".4 > ' 14 P" > m 14 b." > m  o C) N  N 'I A-FOREMEN CN w ".4 > ' 14 P" > m 14 b." > m A-FOREMEN 0 I u _G STREET 1* 00 III All onmNC FIRE RE HYDRANT Lu 0o i  II I 36.00' qI ROADWAY 10$ 5]A0 R/W .' IX. 12' 0.5H PROPOSED GRPSSY g' 13.44' SWNE r SEI&OCN -  C> 1 W I III O^ i 2 3 4 5 6 ] 8 9 IO 11 12 13 14 15 16 1]  W N  I µri ' Jil- W Ig o e - - - - - - - - - - - - - 10.50'_ _ CL °  / PROPOSED FIRE I `q WW SWEET^  -  / /  PROPOSED 6' 6€9RB_FENCE GUM S 470 - TO BE fl0.0C41ED DURING -PIASE 1 CONSTRUCTION 1 G _ —P- OHE — tij S-5. 7 Wmwc euiLnmc LEGEND p — EXISTING POWER POLE EXISTING N, PHONE 16°W— — EXISTING WATER LINE W EXISTING WATER METER EXISTING N PEDESTAL  EXISTING WATER VALVE "G A , EXISTING FIRE HYDRANT EXISTING GAS LINE Q PROPOSED FIRE HYDRANT 0Y -8"ww — — EXISTING WASTEWATER SYSTEM Q--24"i — — EXISTING STORM DRAINAGE SYSTEM v! OO EXISTING CLEANOUT MATERIAL. COCTOR SHaLL COORDINATE ALL INSPECTION AND TESTING WITH THE  EXISTING CATCH BASIN OHE — — EXISTING OVERHEAD ELECTRIC Lij EXISTING oaIVEWA, WW TL 11606 i III I III  III I D1NG II i i i --- EXISTING POWER POLE -- EXISTING POWER POLE W/TRANSFORMER  EXISTING GUY WIRE EXISTING STREET LIGHT 0T EXISTING N PEDESTAL QP EXISTING TELEPHONE PEDESTAL "G A , 4 EXISTING GAS LINE Q EXISTING GAS VALVE t EXISTING TREE  FOUND MONUMENTS SCALE: 1 " =20' Q 20' 0 20' 40' 61 CEDAR FENCE o $1 0 W GENERAL NOTES, 1. LOCATION OF UTILITIES AS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL HAVE m SERVICING UTILITIES FIELD LOCATE UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL. FOLLOW ALL REQUIREMENTS OF OAR 952 -001 -0010 THROUGH 952 -001 -00900 . F` ONE CALL PHONE NUMBER 811. 2. CONSTRUCTION OF ALL PRIVATE SEWERS SHALL COMPLY WITH THE CURRENT OREGON p STATE PLUMBING CODES, THE LOCAL AUTHORITY AND AS SPECIFIED HEREIN. SEWER A y AND MANHOLE TESTING SHALL COMPLY WITH THE CURRENT OREGON STATE PLUMBING Q SPECIALTY CODES AND THE LOCAL AUTHORITY. t 3. THE CONTRACTOR SHALL OVEREXCAVATE ALL AREAS WHERE SUBBASE COMPACTION DOES -- NOT. MEET THE REQUIRED STANDARD SPECIFICATIONS, AS DETERMINED BY FIELD Q INSPECTION AND TESTING. THE CONTRACTOR SHALL OVEREXCAVATE AT 6" BELOW v! SUBGRADE, LAY APPROVED GEOTE MLE FABRIC AND COMPACT GRANULAR BACKFILL MATERIAL. COCTOR SHaLL COORDINATE ALL INSPECTION AND TESTING WITH THE PROJECT GEOTECHNICAL PROFESSIONAL. LL.. 4. PROVIDE SHORING OF ALL TRENCHES AS REQUIRED BY FEDERAL, STATE AND LOCAL AUTHORITIES. ,c( 5. WHERE CONNECTING TO AN EXISTING PIPE, THE CONTRACTOR SHALL EXPOSE EXISTING a.,. PIPE AND ALLOW THE ENGINEER TO VERIFY EXACT LOCATION AND ELEVATION PRIOR TO LAYING NEW PIPE. Z 6. REQUESTS BY THE CONTRACTOR FOR CHANGES TO THE PLANS MUST BE APPROVED BY Qr. THE CONSULTING ENGINEER AND THE OWNER BEFORE THE CHANGES ARE IMPLEMENTED. LJ 7. THE CONTRACTOR SHALL EMPLOY CONSTRUCTION PRACTICES WHICH WILL MINIMIZE THE EROSION OF DISTURBED GROUND DURING THE CONSTRUCTION ACTIVITY. THE PRACTICES SHALL COMPLY WITH THE OREGON DEPARTMENT OF ENVIRONMENTAL QUALITY O NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM PERMIT. PURSUANT TO ORS 468.740 AND THE FEDERAL CLEAN WATER ACT. 8. WHEN PERFORMING EXCAVATIONS, THE CONTRACTOR SHALL COMPLY WITH THE e i PROVISIONS OF OAR 952 -001 -0010 TO 952 -001 -0090, WHICH INCLUDE REQUIREMENTS THAT THE CONTRACTOR HAND -- EXPOSE (POT-HOLE) UNDERGROUND FACILITIES AND USE REASONABLE CARE TO AVOID DAMAGING THEM. 9. PROVIDE MUST CONTROL AT ALL TIMES. 10. EXISTING SHOP HAS NO BATHROOM, DRAINS, OR SINKS. THERE IS NO EXISTING WASTEWATER E EFFLUENT, AND NONE IS PROPOSED AS PART OF THIS PROJECT. 11. 28TH IS A MINOR ARTERIAL STREET CLASSIFICATION. REQUIRED EXCAVATION WITHIN RIGHT-OF-WAY REQUIRES COORDINATION WITH THE CITY OF SPRINGFIELD AND THE • PROCUREMENT OF AN ENCROACHMENT PERMIT. SITE DATA TOTAL. SITE AREA = 39,711 SQ. FT. (0.91 AC) TOTAL DEVELOPMENT AREA = 21,224 SQ. FT. (0.49 AC) (PHASE 1) LANDSCAPE AREA - 3,763 SQ. FT. (17.720 IMPERVIOUS AREA = 8075 SQ. FT. (38.530 STORAGE UNIT AREA = 9,286 SQ. FT. (43.750 PARKING: NOT PROPOSED BICYCLE PARKING: NOT PROPOSED o $1 0 W P" - 2 Original br tt l °o d~-   c°a, N m oi o o . F` 0 z0 O a a > A > A y C) C> Z: .. i co o no- En Q r P" - 2 Original br tt l . F` 0 z0 O a a > A > A y i r s r e e i P" - 2 Original br tt l . F` 0 z0 O a a > A > A y P" - 2 Original br tt l i r r • P" - 2 Original br tt l 0 1 G STREET -lee EXISTING FIRE HYDRANT wi 36.00' '32 ROADWAY 1pa  57.00 F I -A I RA 1w All(Oil uj W -A A 1 „I 81 UTLINE LAJ LLJ cy— 69.01 V) Tc / W C> 00 57 387 SF 3871S 468.81./1 EX Tc \\ I ii C4 P W G T I I ww- If Gi Iii WW TL -11606 III (.D p - - - -- i II   III . EXISTING BUILDING ----= — -=---F-=— 1p0 EXISTING DRIVEWAY----\ 0 0 EXISTING BUILDING CD cy- ck C.) LA. I -71 CIO: Lij F— :D 0 Z".- 1':20 20 0 20' 1 pmm pmm GRADING LEGEND PROPOSED FLOW DIRECTION S=0.50% PROPOSED SLOPE AC ASPHALT ELEVATION BW BACK OF WALK EX TC EXISTING TOP OF CURB FLS FLOW LINE OF SWALE FTG TOP OF FOOTING TVG TOP OF VALLEY GUTTER VG VALLEY GUTTER ELEVATION CUT = 721 CU. YD. FILL = 690 CU. YD. < > CONSTRUCTION NOTES 2. CONST VALLEY GUTTER PER DETAIL REFER TO SHEET C6. 15. CONST 3” AC OVER 12" CRUSHED ROCK. 40. CONST 4" CONCRETE OVER 1" CRUSHED ROCK. 43. CONST CONCRETE FOOTING PER DETAIL REFER TO SHEET C7. 44. FLATTEN FINAL 3' OF VALLEY GUTTER TO MATCH. 57. CONST DRIVEWAY APPROACH PER CITY OF SPRINGFIELD STD. DWG . 3-22. 81. SAW CUT AND REMOVE EXISTING CONCRETE TO CUT LINE. 82. REPLACE CURB & SIDEWALK PER CITY OF SPRINGFIELD STD. DWG 3-7 & 3-12. 96. RELOCATE EXISTING METER BOX AND EXTEND WATER LINE. .105. CONST STD. 6" HIGH CEDAR FENCE. 106. CONST STD. 6* HIGH CHAIN LINK FENCE. 107. CONST STD. CHAIN LINK GATE. NOTE;_ 1. MATERIAL UNDER FOOTINGS TO BE PLACED AND COMPACTED TO DRY DENSITY EQUAL TO OR ID(CEEDING 957* OF MAXIMUM AS DETERMINED BY ASTM D698. LEGEND P EXISTING TV, PHONE 16"W EXISTING WATER LINE Q EXISTING WATER METER EXISTING WATER VALVE EXISTING FIRE HYDRANT 8"WW — — EXISTING WASTEWATER SYSTEM Q- -24"SD — — EXISTING STORM DRAINAGE SYSTEM T) EXISTING CLEANOUT EXISTING CATCH BASIN PROPOSED AREA DRAIN OHE EXISTING OVERHEAD ELECTRIC EXISTING POWER POLE EXISTING POWER POLE W/TRANSFORMER E EXISTING GUY WIRE 3-0 EXISTING STREET LIGHT M EXISTING IV PEDESTAL QP EXISTING TELEPHONE PEDESTAL —4"G EXISTING GAS LINE Kli EXISTING GAS VALVE 'A o   SHEET Co P, 0 0- Po) tc IN 9 .04 0) 1 " -E C> - ac, to, OE Q) C/) r L---j c3r L Lo M Lo oom 0 bn n q- U) E SHEET IN C> Q) SHEET IN Q) Lo O bn fS rmwi cd o co C3 SHEET IN Lo fS SHEET • SHEET G STREET Ali uSnNC u FIRE HYOFNJr 1op0  III  III  O Lw III, I ROADWAY Ili 1O8o FT-157.00 R IV All-] cr. A 1 III N o mY- w Pi- it TL 11606 I mms - - - - • . . . w • • . . . . ..wrr. IEGEND c..) ' ' O 1 y-E C43 N I p   0 ttj  55© r WE EXISTING TV, PHONE Q EXISTING CLEANOUT . 16"W Q EXISTING WATER LINE Ile EXISTING CATCH "'BASIN Or .... o  [W EXISTING WATER METER OHE EXISTING OVERHEAD ELECTRIC tCL a. EXISTING WATER VALVE EXISTING POWER POLE 0 a 'fro EXISTING FIRE HYDRANT -!- EXISTING POWER POLE W SFORMER o PROPOSED FIRE HYDRANT - EXISTING GUY WIRE @L-8"WW EXISTING WASTEWATER SYSTEM EXISTING STREET LIGHT Q-24"SI) EXISTING STORM DRAINAGE SYSTEM EXISTING TV PEDESTAL (D- -8 "ST PROPOSED STORM DRAINAGE SYSTEM © EXISTING TELEPHONE PEDESTAL 0 PROPOSED AREA DRAIN 4 "G EXISTING GAS LINE EXISTING GAS VALVE I FL SWALE = 468.74 /".:. PrP1 AM nvFRUFen EXISTING BUILDING III Iu' w L i i y 209  220 WW L Li EXISTING pflrv£NAY IF EX I,II T i I BUILDING ";II 40-* w l  J Vi (j) ST CONSTRUCTION NOTES 409. CONNECT TO EXISTING PIPE SEE NOTE 1. 410. CONST 8" KOBE -N -TEE. 411. CONST CONTROL FLOW AREA DRAIN AS PER DETAIL. REFER TO SHEET C6. 412. PLUG END OF PIPE AND MARK WITH 2X4 MARKER PAINTED GREEN. 443. CONST GRASSY SWALE AS PER DETAIL. REFER TO SHEET C6. 444. CONST 3" ROUND ROCK SPLASH PAD. 445. CONST CHECK DAM PER DETAIL. REFER TO SHEET C6. 450. CONST STD. CLEANOUT WITH CAST IRON LID. 476. CONST 4" SOCK WRAPPED D3034 PERFORATED PIPE WITH RUBBER GASKET JOINTS. 477. CONST 4" STORM DRAIN PIPE, HDPE WITH RUBBER GASKET JOINTS AND TRACER WIRE. 478. CONST 6" STORM DRAIN PIPE, HDPE WITH RUBBER GASKET JOINTS AND TRACER WIRE. 479. CONST 8" STORM DRAIN PIPE, HDPE WITH RUBBER GASKET JOINTS AND TRACER WIRE. 530. CONST 8" CUTOFF GATE VALVE MJ X MJ W /ADJACENT SIGNAGE EXPLAINING ITS USE. STORM DRAINAGE NOTE: 1. CONTRACTOR SHALL POTHOLE EXISTING STORM DRAINAGE PIPE, IN COORDINATION WITH THE PROJECT ENGINEER, AND VERIFY FLOW LINE ELEVATION PRIOR TO CONSTRUCTION. WATER CONSTRUCTION NOTES 502. CONST 6" C900 CLASS DR -18 FIRE LINE W/TONE WIRE. 509. CONNECT TO EXISTING WATER . MAIN. 529. CONST 6" GATE VALVE FLG X MJ WITH RETAINER GLANDS. 532. CONST 16" MJ X 6" FLG X 16" MJ TEE WITH RETAINER GLANDS. 535. CONST STD. FIRE HYDRANT. WATER NOTES: 1. LOCATION OF UTILITIES ON SITE ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY PRIOR TO CONSTRUCTION. ONE CALL #811. 2. CONTRACTOR SHALL COORDINATE TAPS TO CITY WATER MAIN WITH SPRINGFIELD UTILITY BOARD. 3. SEE SHEET C6 FOR THRUST BLOCKING DETAILS FOR WATER SYSTEM. 4. FIRE HYDRANTS SHAL[_ MEET SPRINGFIELD UTILITY BOARD WATER DEPARTMENT AND SPRINGFIELD APPROVED FIRE CODE REQUIREMENTS. FIRE HYDRANTS SHALL HAVE AN INTEGRAL 5 INCH STEAMER PORT. APPROVED SUB HYDRANTS INCLUDE MUELLER CENTURION A423, KENNEDY GUARDIAN, WATEROUS PACER OR M&H STYLE 129. # CONSTRUCTION NOTES 16. REPLACE AG PAVING MATCH EXISTING STRUCTURE MINIMUM 4" AC. 83. SAW CUT AND REMOVE EXISTING AC TO CUT LINE. # WW CONSTRUCTION NOTES 209. CONNECT TO EXISTING PIPE. SEE NOTE 1. 210. PLUG PIPE W /MECHANICAL PLUG AND MARK WITH 2 "X4" MARKER PAINTED GREEN. 219. CONST 6"X4"X6" WYE. 250. CONST STD. CLEANOUT WITH CAST IRON LID PER DETAIL. REFER TO SHEET C6. 279. CONST 4" PVC WASTEWATER PIPE, ASTM D3034 WITH RUBBER GASKET JOINTS. WASTEWATER NOTE: 1. CONTRACTOR SHALL POTHOLE EXISTING WASTEWATER PIPE, IN COORDINATION WITH THE PROJECT ENGINEER, AND VERIFY FLOW LINE ELEVATION AND PIPE DIAMETER PRIOR TO CONSTRUCTION. 5 of \D paS t/3 b aid.f 0 as  O o U bD 0 O d cd Pool Q 'Z3 c..) ' ' O 1 y-E C43 N I • r.{   0 ttj  55© r WE  u - r X`a Q v~i -ui w - c r--i Or .... o  Q Z 9 =tV tCL a. A 0 a 0 as  O o U bD 0 O d cd Pool Q 'Z3 cq A4  u X`a 0 as  O o U bD 0 O d cd Pool Q 'Z3 SHEET Date 1 `R" C!litI u itl cq A 0 a o SHEET Date 1 `R" C!litI u itl BEARING AREA OF THRUST BLOCKS I N SQ. FT. FITTING SIZE TEE, WYE AND HYDRANT STRADDLE BLOCK 90' BEND PLUGGED CROSS TEE PLUGGED ON RUN 45° BEND 22  BEND 11y4 BEND 4 1.3 1.6 1.8 1.0 8 4.0 6 2.8 3.7 4.0 2.2 1.1 12 8 5.0 6.5 7.1 3.8 2.0 1.0 10 7.9 10.2 11.1 6.0 3.1 1.5 12 11.3 14.7 16.0 8.7 4.4 2.2 16 20.1 26.1 28.4 15.4 7.8 3.9 20 31.4 40.8 44.4 24.0 12.3 6.2 24 45.2 58.8 64.0 34.6 17.7 8.9 VALUES BASED ON 200 PSI WATER PRESSURE & 2,000 PSF SOIL BEARING CAPACITY. TABLE No. 1 HORIZONTAL. BLOCKING THRUST BLOCK VOLUMES IN CU. YDS. FITTING SIZE 45' BEND 22  BEND 11y4 BEND 4 1.1 0.4 0.2 6 2.7 1.0 0.4 8 4.0 1.5 0.6 10 6.0 2.3 0.9 12 8.5 3.2 1.3 14 11.5 4.3 1.8 16 14.8 5.6 1 2.3 TABLE No. 2 VERTICAL BLOCKING FITTING SIZE ROD SIZE EMBEDMENT. 12" & LESS #6 30" 14» -- 16" #8 36" TABLE No. 3 REINFORCING HORIZONTAL TEE j k VERTICAL TEE BEND sc STRADDLE BLOCK THRUST BLOCK DETAILS , : ••'•ti:'•.ti `• , .• _ 'mss .... •..•.* •. •t,n• :+ ... ,,:;."j -.• , ,• :• L .!••. •  •• ••sue. •7 •. ;..w ±• ":.•. •.,. •... *•» } }.,,ti I. •s :.ti• .! ~•. a *ti'••f ice. , •. •••• ~, w ' .•.:• "' ". • w•.:• • "i ox A EYED NOTES i//  / / / / / /  / /t/ / 1 3" ASPHALT PAVING- //\\//\//\\/ / \ \ / /` \ /,/ \\ \ / / \ \ / / \ \ 3 C MIX SINGLE UFT / / \ \ // 6r 0 \ \  /, \ /, / / \ \ / \ \ /f\ \// 2 12 (MIN.) CLEAN, GRADED AND COMPACTED STONE NO SLAG). 3 FABRIC UNDER ROADWAY (L INQ GTF OR EQUIVALENT.) IF REQUIRED DUE TO SOFT SPOTS. 4 WELL -- DRAINED SUB - -GRADE (SUB -GRADE TO MODIFIED 95 PROCTOR MIN. COMPACTION). APPROVED BY GEOTECHNICAL PROFESSIONAL PAVEMENT SECTION DETAIL NTS HORIZONTAL CROSS EXISTS ON ALL SURFACES OF PIPE. cJD. 4 "MIN 4 "MIN = =  • f • = ' -' ' ' ='' PIPE TYPE AND SIZE • ...`. • ....' AS PER PLANS. cri ° C" tu : \1 r-1 If __ 7, XIC %. /i, VERTICAL CROSS HORIZONTAL WYE VERTICAL BEND 8.00' l ,  4-;, No',   W_ 1' 9 6" PIPE TO STORM DRAINAGE SYSTEM GRATE ORIFICE ,- -r • -rr i•I •I 0t 6" STAND PIPE +0 ELBOW CONTROL FLOW AREA DRAIN DETAIL NTs bu11UM AU ISNO 1. ;;Aii SHALL BE FINELY GRADED AND GRASSY SWALE CROSS SECTION SEEDED. REFER TO PLANTING PLAN. NTS 2. INSTALL CHECK DAMS AT 25' INTERVALS IN GRASSY SWALE PER DETAIL. htttl••'a A••• ah t•,•••f f•,• a.th 7' THICK CONCRETE PAVEMENT - -J 3500 PSI FIELD STRENGTH BASE ROCK AS PER PLANS CONCRETE VALLEY GUTTER ffrs miFa -1i•, 6.50' 2.00 " BOTTOM 3 ROUND ROCK CHECK DAM DETAIL NTS. TANDARD STEEL FRAME & COYER GROUND LEVEL - I-I MECHANICAL PLUG NOTE: SECTION TO BE POURED SO THAT A MINIMUM COVER OF 'e EXISTS ON ALL SURFACES OF PIPE. cJD. 4 "MIN 4 "MIN = =  • f • = ' -' ' ' ='' PIPE TYPE AND SIZE • ...`. • ....' AS PER PLANS. cri ° C" ' ' EXTRA LENGTH TO EXTEND • .:: • , , : ; ; ; :; :: BELL BEYOND CONCRETE • ... . ..... ..... • .... • .... .... MECHANICAL PLUG w , •- o CLEAN OUT DETAIL N.T.S. cJD.   4 o1.1 °rr3 to q O cri ° C" cko o co E 0 w , •- o ••- A z w ••   ; c cr p ' - n ck- ca x as 0 . co co   4 S O  0 obi O O ••- A o  ;  ca x as C3 cd w 0 C40) tj rmq 0.'o A . p  N 'Z3 ••- A o a rii ; m ca x as C3 A x•0.0' UVf1V1 \LIG f VVIII'm vvsivwuww w vvwwnv VVii'AilV.i;i U1AI1IAt REAR VIES' NTS 28.0' 40.0' CONTAINER DRAINAGE SIDE VIEW NTS i i I I CONTAINER AC PAVING PAD ON CENTER OF PER PLAN FOOTING SLOPE VARIES a 0.507o SLOPE • t • } .rte• .i: •h.i t •;• . v.• BASE ROCK / PER PLAN FOOTING DETAIL NTS FOOTING DRAINAGE ' DETAIL STEEL CONTAINER CONT. CONC. FTG.1 24' x 12' W/ (2) #5 CONT. REBAR TOP & BOT. W/ #5 LAT. BARS @ 16. O.C. 12' CRUSHED ROCK BASE - COMPACTED TO 95% DENSITY NTS *UK UMNAGE Ww DRAIN TO PROPOSED STORM SYSTEM VV1VIli1i 1 VV1iliV 1 11VVIV I%VVI% IN FILTER FABRIC LINED 8"X8* TRENCH. L.IN0125EX OR EQUIVALENT. N W 0 W CD 41 O + O Q P V  cq Q n • 1"r' c' . Q U-) O co E loc a w O A _ - C o uJ CD V N W A„ 41 O N 0 Its""' O  .r- z loc a A O A o CD rt • co n N Its""' `'' .r- z loc a A A A r rt • GENERAL SITE INFORMATION 1. TYPE OF DEVELOPMENT: INDUSTRIAL WITH PRIVATELY OWNED AND MAINTAINED DRIVEWAY AND STORM DRAINAGE SYSTEMS. 2. CONSTRUCTION ACTIVITY WILL CONSIST OF: PRIVATE DRIVEWAY, ASPHALT PAVING, AND STORM DRAINAGE SYSTEM PUBLIC WATER SYSTEM. 3. PROPOSED CONSTRUCTION SCHEDULE: BEGINNING DATE: MAY 2012 COMPLETION DATE: OCTOBER 2012 4. DEVELOPMENT AREAS TOTAL AREA: _ 0.91 ACRES PERCENT OF SITE DISTURBED -- 57% CUT = 721 CU. YD. FILL = 690 CU. YD. 5. SOIL TYPE IS #32 COBURG- -URBAN LAND COMPLEX, AS MAPPED AND SPECIFIED ]N THE SOILS SURVEY OF LANE COUNTY. CD CONSTRUCTION NOTES 175. CONSTRUCT CRUSHED ROCK ACCESS PAD. PROVIDE 6" MINIMUM DEPTH 2 "--3" CRUSHED ROCK COMPACTED TO 907 MAXIMUM DENSITY. PAD SHALL BE 15' MIN WIDTH BY 100' LONG. 176. CONST SEDIMENTATION CONTROL SILT FENCING PER DETAIL. SUPPORT POST 10' O.C. 177. INSTALL BIO --BAGS AT CATCH BASIN OPENING, PLACE BALES TO 2"x 2 #x 5' DOUGLAS FIR AS PER DETAIL. OR APPROVED EQUAL. INSURE POST IS STABLE AND 178. CONSTRUCT CONCRETE WASHOUT AREA. CAN SUPPORT FENCE. /1 1 EXISTING CATCH BASIN W /PROTECTION PROTECTED - DOWNSTREAM PROPOSED AREA DRAIN -- -- -- EXISTING CONTOURS EXISTING DRAINAGE PATTERN --- PROPOSED DRAINAGE PATTERN THREE LAYERS MIN. STAKE PLASTIC 01' Q.C. 10 MIL. PLASTIC TO GROUND TO ENCLOSE WASHOUT NOTE: WASHOUT SHALL BE CLEANED AND REPAIRED AS NECESSARY TO PROTECT AGAINST SPILLS AND LEAKS. SAND BAGS STACKED 2' HIGH. LINE WASH01 WITH THREE LAYERS M! 10 MIL PLASTIC TO COMPLETELY ENCLOSE WASHOUT CONCRETE WASHOUT DETAIL N.T.S. CATCH BASIN "`TCH BASIN DIMENTATION DAM _INLET PROTECTION DETAIL SEDIMENTATION CONTROL FABRIC, AMOCO 2122 OR APPROVED EQUAL. . SECURE FABRIC TO POST WITH TIE I WIRE AT TOP, CENTER, AND BOTTOM OF POST. EXOM 0 1 DISTURBED GROUND DUE TO 1 ONSITE CONSTRUCTION. 1 36.00' OADWA lei BACKFILL BOTTOM 6" OF FABRIC WITH 1p$ 57.04 N NATIVE TOPSOIL. MINIMIZE DISTURBANCE ,, R/W OF SILT DURING REMOVAL OF FENCE. W SEDIMENTATION CONTROL FABRIC TYPE SILT FENCE NTS ESCP CONSTRUCTION NOTES. 1. Prior to any ground disturbance on the site one inspection with LDAP staff is required. Issuance of this plan does not relieve the permit' holder and or the contractor from all other permitting requirements. Prior to beginning construction activities, all other necessary approvals shall be obtained. V . 2. The erosion and sediment control measures shown on the plan are the minimum requirements for anticipated site conditions. During the construction period, these measures shall be upgraded as needed for unexpected storm events and to ensure that sediment and N sediment - -laden water does not leave the site. - 3. The implementation of the ESOP and the construction, maintenance, replacement, and upgrading of the erosion and sediment control measures is the responsibility of the permit holder and or the contractor until all construction is completed and accepted and vegetation P ty p P p 9 / landscaping is established. 4. The boundaries of the clearing limits shown on this plan shall be clearly flagged in the field by the engineer prior to construction. During the construction period, no disturbance beyond the flagged clearing limits shall be permitted. The flagging shall be maintained by the permit holder and or the contractor for the duration of construction. 5. The erosion and sediment control measures on active sites shall be inspected and maintained daily and within the 24 hours after any storm event of greater than 0.5 inches of rain per 24 hour period. Measures shall be inspected by the permit holder and or the contractor after each rainfall and at least daily during prolonged rainfall. Any required repairs or adjustments shall be made immediately. The erosion and sediment control measures on inactive sites shall be inspected a minimum of once every two (2) weeks or within 48 hours following a storm event. 6. All erosion and sediment control measures shall be protected from damage at all times. Control measures shall remain in place until permanent re-- vegetation has been stabilized. Any measure that is damaged or destroyed shall be repaired or replaced immediately. 7. Any areas of exposed soils, including roadway embankments, that will not be disturbed for two days during the wet season (October 1 to April 30) or seven days during the dry season (May 1 to September 30) shall be immediately stabilized with an approved ESC method (seeding & mulching with straw, bark, compost, or plastic covering, etc.). 8. Street sweeping shall be performed as needed or when directed by the City inspector to ensure public right --of—ways are kept clean and free of debris. Street flushing is prohibited. 9. When trucking saturated soils from the site, either water —tight trucks shall be used or loads shall . be drained on site until dripping has been reduced to no more than one gallon per hour. Sediment laden water will not be allowed to enter the storm water system 10. Extracted ground water from excavated trenches shall be disposed of in a suitable manner without damage to adjacent property, City's storm water system, water features, and related natural resources. Approval of a dewatering system , does not guarantee that it will meet compliance or be acceptable for use in all situations. Modifications to the dewatering system will be required if compliance can not be met. At no time will sediment laden water be allowed to leave the construction site. 11. A supply of materials necessary to meet compliance and implement the LDAP or other best management erosion practices under all weather conditions shall be maintained at all times on the construction site. 12. No hazardous substances, such as paints, thinners, fuels and other chemicals shall be released onto the site, adjacent properties, or into water features, the City's storm water system, or related natural resources. 13. The ESC facilities shall be inspected daily be the contractor and maintained to ensure continued proper functioning. Written records shall be kept of weekly reviews of the ESC facilities during the wet season (October 1 to April 30) and of monthly reviews during the dry season (Mayl to September 30). NTS TL 11606 III IV 11,11011 at VICINITY MAP DOM BUUMN i Q Q v s Y I SHEET EC 1 of 1    rn  o  C C1 °o CF)N to). Nay l r•- o ,C0 t O r ""` U") .- A . p . LO 0 p i A toCL= A4 A M Cn C SHEET EC 1 of 1   o Oo  O U") .- A Z a CCU i A CA A a A4 A M 8 CIS iaA CCi  0 zz)  N ' o SHEET EC 1 of 1 .-- U") .- A Z a F x i A CA A a A4 A M 8 SHEET EC 1 of 1 II / I)CK--N II wl II II II F_ 00 039w% it dui lum GRASSY SWALE CROSS SECTION NTS llu'rlsb: 1. SWALE SHALL BE FINELY GRADED AND SEEDED. 2. INSTALL CHECK DAMS AT 25' INTERVALS IN GRASSY SWALE PER DETAIL. 6.50 C:) LA_ CJ CL Ir- SC4LE- 11=20 20* 0 20* 40 PLANT LIST SMOL QTY. BOTANICAL NAME SIZE SPACING TREES COMMON NAME CK 9 Cornus kousa 21, cal. As Shown Kouso Dogwood SHRUBS RV 8 Ribes viburnifolium 5 Gal. 5" o.c. Catalina Perfume Evergreen Currant GROMCOVER LAWN 41,747 Seed Mix Sq.ft. 1/3 JB perennial rye 1/3 Patriot 11 perennial rye 1/3 Evening Shade perennial rye PLANTING AREA NOTE: 1. The lawn area shown above includes that section within the public right—of—way. The total planting area on site is 4175 sq. ft. We are providing 2 trees per 1,000 sq. ft. for a total of 8 (plus 1 existing) trees on site and 1 Street Tree for a total of 10. NOTES:' 1. Automatic underground irrigation system is not proposed for the site. Owner shall hand water until plants are established.. 2. Because of construction compaction of soil, completely clean area of construction debris and heavily amend 'Shrub beds with a three to six inch layer of compost. Till entire area to a depth of 12*. 3. Special care should be taken before planting trees. Excavate area to a. depth of 24" and twice the size of the root ball. Heavily amend site with compost. 4. Swale areas should be clearly marked before site work begins to ovoid soil disturbance and compaction during construction. 'No vehicular, traffic, except that specifically used to construct the facility, should be allowed within 10 feet of swale areas. 5. After swale areas are cleared and graded, all disturbed subsoil shall be tilled before capping with 18" of topsoil. If existing areas surrounding the stormwater facility are disturbed by construction, the top 18" of shall be tilled. After tilling is completed, no other construction traffic shall be allowed in the area, except for planting and . related work. 6. Apply seed for [own areas at rate specified by manufacturer. 7. Contractor is responsible for maintaining seeded area until established. 8. Reseed any areas that fail. 9. Use only shrubs and varieties, as indicated on plan. Changes must be approved by designer. 10. Purchase healthy material at minimum sizes indicated on plan. 11. Placement of shrubs and trees should match design as closely as possible. Minor adjustments in plant spacing is acceptable. 12. Plant quantity should be based on planting plan, not plant list. 13. Designer is not responsible for plant failure. 14. Provide 3" of shredded bark mulch over planting beds. BOTTOM CHECK DAM DETAIL NTS 3" ROUND ROCK 4% THE DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF R,01111 HANSEN, ARCHITECT, LAC, 'AND IS NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER, PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF RODD HANSEN, ARCHITECT, LLC :WILL. 1:r t` 1 (A CC 12L LLJ :7 TITLE: 3 Q) Q) C%1 X lu- LIU E3 ry <E CT) JOB#-. 1064.01.17.2012 DRAWN RH BY: 71TY REVIEW 2/21/12 ISSUE 2-6-2012 DATE: SCALE: i i I ii i r w II N rN co N ' 1 i III _ III IX. 10' SNOT GUM III Q GY_ Q GL tJ Is. Q CL Q w z F- O V) SW 1 20 ' 20. D 2 4t1' PLANT LIST SMOL QTY, BOTANICAL NAME SIZE SPACING TREES COMMON NAME CK 7 Cornus kouso 2" Cal. As Shown Kouso Dogwood SHRUBS i RV 8 5 Gal. 5' o.c. Rlbes viburnifolium Catalina Perfume Evergreen Currant , ' ! RUI 1 ! ! -- I I LAWN 4,230 Seed Mix Sq.ft. 1/3 JB perennial rye 1/3 Patriot 11 perennial rye 1/3 Evening Shade perennial rye PLANTING AREA NOTE: 1. The lawn area shown above includes that section within the public right --of --way. The total planting area on site is 3,237 sq. ft. We are providing 2 trees per 1,000 sq. ft. fora total of 7 trees on site and 1 existing Street Tree. NOTES: 1. Automatic underground irrigation system is net proposed for the site. Owner shall hand water until plants are established. 2. Because of construction compaction of soil, completely clean area of construction debris and heavily amend shrub beds with a three to six inch layer of compost. Till entire area to a depth of 12 ". 3. Special care should be taken before planting trees. Excavate area to a depth of 24" and twice the size of the root ball. Heavily amend site with compost. 4. Apply seed for lawn areas at rate specified by manufacturer. 5. Contractor is responsible for maintaining seeded area until established. 6. Reseed any areas that fail. 7. Use only shrubs and varieties, as indicated on plan. Changes must be approved by designer. 8. Purchase healthy material at minimum sizes indicated on plan. 9. Placement of shrubs and trees should match design as closely- as possible. Minor adjustments in plant spacing is acceptable. 10. Plant quantity should be, based on planting plan, not plant list. 11. Designer is not responsible for plant failure. 12. Provide 3" of shredded bark mulch over planting beds. 10 Vow UJ THE DOCUMENT AND THE IDEAS AND DESIGNS INCURP ©RATED HEREIN ARE THE PROPERTY OF RODD HANSEN, ARCHITECT, LLC, AND IS NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN _AUTHORIZATION OF RODD HANSEN, ARCHITECT, LLC IN LJ _E CL L 2: _J CL TITLE: LLl LL ry L LL L JOB #: 1064.01.17,2012 DRAWN RH BY: CITY REVIEW 2/21/12 ISSUE 2--6 -2012 DATE: SCALE: I . A ttl Cc qs X IN LJ _E CL L 2: _J CL TITLE: LLl LL ry L LL L JOB #: 1064.01.17,2012 DRAWN RH BY: CITY REVIEW 2/21/12 ISSUE 2--6 -2012 DATE: SCALE: I . A