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HomeMy WebLinkAboutPlan, Tentative APPLICANT 4/29/2014 (2)< SlITE L__ I 6"KDA E SEWA D OAKD, LE u- KIRK < CROS y 0 D LE :--j ui z z < 0 < BLAC 'STQN- ROYAL tr _j u'j S. CLOVER V) < ALLEN _j __�_IEL DELROSE AVE < > U-i U5 ALLEN YOLANDA 25011 r RIVER KNOLL HAYDE QL < < CAMBRID BRIDGE O. 0 T RD MINT MEDO CHEEK I �Eni rA o Lo D 00 OLD OR GREENV L uwj p, �a_: GUY HAYDE114 LEE BRIDGE! SCHOOL < WOODLA uj cp V) INDALE V ST I * 0 _j s I PAGE SCHOOL uj M�i 6:1 GREEN V, cat V) I Gil 'E ri 00 ol r) < '2t � ' LOCHAVEN AVd T T. ORT�AR�l E RX ;10 SCOTTS GLEN < N z S--HAD T ST. T S T. LLY _j j 0 ✓� ICARRIAG E S ST l SHELLY s TT T. S ST � T o' si. ST. 2000 R 2000 ST INTERSTATE 105 ST ZE Lu `_j m co Ql"N'4L T 4"o 0 ST 0 OUINALT DR. SPRINGFIELD AN N,'GH-'HAW MOFF1 T MOFFIT I PLE of MALL OLYMPIC OL MP ic SCHOOL 1500 0 OL to P I C- N t")[E�m ST. -t �l — S T. �?j - CENTENNIAL w N ij a-, (01 M :r HAMLIN ST. <1 ST. I uw) FIELD Ui V) M y T ST. E—ST. H A M L 1,1,,' 1500 LVD V) 0 0 SCHOOL #O L ST. 2 75; 0 c) �C,`c. K ST. 00 o v _k L ST 7 _j C E N T PENN 1 A I i A Nt U S 'W j 8 R "ADyr- PARK-R ST. of ocl ul) TIT ► A�, I N0 S(3 A L EE N 0 T E "S/ .- 1. TAX LOT 117-03-26-14-3808. THE SUBJECT SITE IS NOT LOCATED WITHIN THE WELLHEAD PROTECTION AREA, 3. THE SUBJECT SITE IS LOCATED OUTSIDE THE 100 YEAR FLOOD PLAIN. 4. THE NEAREST TRANSIT FACILITY IS LOCATED 300 FEEI T -10 THE WEST ON THE NORTH SIDE 0r*,- MAIN STREET. 5. 1 3,617 S.F., SIDE"NALK = 970 S.F. i,962 S.F., PAVING IMPERVIOUS AREAS: TOTAL = 6,-49 S.F. (BUILDING = 6. TOTAL AREA = 11,641 S.F. 452.67-(NX) 452.57'(W) ))0 )) QTPPUT (A§Aprr)l A QOAM F 'gogo�: w W ;> 1 r 's oul uj ry Cf) o I u- o0or Aowmft. i %Mao; full- vi u b w 0 CL sm IK-i co 0 C> co X < < i 00 Z' < la < IL CL < Q( Zl� CL 0 — C/) c) ail > I ! w 7 W co D 0 olz co C.0 LJJ W ­> 'cT W Lo Z w 4 0 C( z 0 0 Z > W 0 < 0 Lf) c LL P�' W ce) z W rL W > UJ CE 3L— a- uj cl) z F- CL 1 N col piE 0, Qj 9!v Ec 31 A < SITE KIRK Mn < 0 DEL DELROSE AVE V`[ ND ULI 2500 S. CLOVER < > ALLEN _PLAC S, 7 RIVER KNOLL �,c uj BR!D E > rl 0 EN TA LEE Of w EN T,4 SCHOOL ui LINDALE V) GREEN vi LOCHAVEtj S ST U) 2000 INTERSTATE lo,-) ST (A QUINAL T ST (o [;,71 QUIIIIALT PIEDMONT SPRINGFIELD I MALI CENTENNIAL tu L N ST. FIELD I ST HAIMUN I-00 0 SCHOOL L ST co ON JANUS T PARKER a: i S coi VT ��U U U m~- �` �� �� ^- PVC AREA DRAIN NO S-CCALE CONSTRUCTION NOTES (1 ) CONSTRUCT 4^ AC OVER 12^ OF CRUSHED ROCK " CONSTRUCT 8 CURB 8c GUTTER . CONSTRUCT8" CURB ONLY CONSTRUCT 4, � THICK CONCRETE SIDEWALK � CONSTRUCT STANDARD DRIVEWAY PER CITY STD3 ' ' CONSTRUCT 3 WIDE CONCRETE VALLEY GUTTER INSTALL 3 " PVC SDR 35 STORM DRAIN OR APPROVED EQUAL CURE EXISTING CURB \x/�\ � INSTALL 12" 0A. INLET PER DETAIL HEREON yu� INSTALL 8 " CLEANOUT INSTALL 6" PVC SDR 35 SANITARY SEWER OR APPROVED EQUAL (�\ CONSTRUCT B|O - SWALE PER DETAIL HEREON /��` \�� CONSTRUCT 2 ` VNOE OPENN|NQ IN CURB \p�/ /��` INSTALL 2 . WIDE RIP RAP APRON U5) CONNECT TO EXISTING INLET. N OT`(�- I ]. TAX LOT 17-03-28-14-3808 THE SUBJECT SITE |8 NOT LOCATED WITHIN THE WELLHEAD PROTECTION AREA, 3. THE SUBJECT SITE B LOCATED OUTSIDE THE 100 YEAR FLOOD PLAIN. 4. THE NEAREST TRANS[ FAC|UTY }S LOCATED JOO FEET TO THE WEST ON THE NORTH �JD[ OF MAIN STREET 5. IMPERVIOUS AREAS: TOTAL = 25.450 S.F. (BUILDING = 8,090 S.F.. PAVING = 15.820 S.F.. GARAGE = 2,840" S.F.) 8. TOTAL AREA = 45.350 S.F. 8YNYLOPLAST OR APPROVED EQUAL PIPE SIZE PER. PLAN 45^ 'LINE TOP OF SWALE WITH INITIAL POINT LLJ 'UTE EROSION BLANKET FOUND 2" EXISTING IRON PIPE C3 Lu 3- 1 SLOPE Fir 12 TOPSOI .. lir NATIVE SOIL TEMPORARY AND PERMANENT SEED MIX AS FOLLOWS: 75-00 PERCENT TALL OR W[AD0WFESCUE , lO WIDE RIP OCCUP�ED 10-15 PERCENT SEASIDE/COLONIAL B[NTCRASS /` ' 5-10 PERCENT REDTOP BY 014NERS OF LOT 2 BUT NOT REFLECTED BY DEEDS (SEE COUNTY SURVEY FILE rl 2 1YI0 - S WA T ZT7 DETAIL NO J5O13 8Y KRUSH\ LOT ,� . / NOSCALE �� LIGHT DUTY HINGED DUCTILE IRON GRATE, 14' SOAURE RIM LAID PARALLEL TO SLOPE REMOVABLE ELBOW PLAN 12" NOTES: 1 - TRAP 0 BE REMOVABLE 0 ALLOW FOR FULL ACCESS 0 OUTLET PIPE. 2 - FRAMES, GRATES, H0ODS, 8x BASE PLATES SHALL BE DUCTILE IRON PER ASTW A536 GRAD[ 70-50_05 3 - THE BACKF|LL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS U MATERIAL AS DEFINED IN ASTW D2321. BEDDING 8c BACKF|LL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED 8c COWPACTEDUN|F0RMLY/N ACCORDANCE WITH ASTW O2321. 4 - PVC AREA DRAIN BASIN SHALL BE OREGON PLUMBING CODE APPROVED. INLET DETAIL NO SCALE NOTES 1\ PRELIMINARY TIDE REPORT [FROM CASCADE TITLE COMPANY, REPORT N(l 0274500 DAT[D AS OF APRIL 24, 2012 WAS USED TO LOCATE EASEMENTS SHOWN HEREON. 2) R[SERVATION�OF 1/2 OF THE 0L AND MINERAL RIGHTS TO UN/ON CENTRAL LIFE INS. CO. BY INSTRUMENT R[C0RD[D JUNE 27. 1944 }N BOOK 259. PAGE 851 AND NOTICE OF |NTENT TO PRESERVE MINERAL R|CHTS, RECORDED DECEMBER 20. 2002. RECEPTION NO. 2002-D80258 WAY EFFECT THE SUBJECT PROPERTY. J` COVENANTS. CONDITIONS AND RESTRICTIONS RECORDED FEBRUARY 7` 1945 IN BOOK 282, PACE 538 MAY EFFECT THE SUBJECT PROPERTY. 4) DEVELOPMENT AGREEMENT FOR IMPROVEMENTS ALONG °O" STREET RECORDED FEBRUARY O. 1079, RECEPTION NU. 7807150 WAY EFFECT THE SUBJECT PROPERTY. ELEVATION DATUM ELEVATIONS FOR THIS SURVEY ARE BASED UPON CITY OF SPRINGFIELD, VERTICAL CONTROL POINT NO. 340 /11TH10`. A CH|8LED SQUARE AT THE SOUTHEAST CORNER OF THE CURB INLET LOCAT[D NEAR THE SOUTH�EST CORNER 0F TH[SUBJECT PROPERTY. ELEVATION = 454.55' LOT /] LOT 4 FO =, D ..UB o =_ OD Co �� ��w QN �� .� Lu < �� =_ 0 co Cif z uN �� U< �� . �� U-) LLi I,*- cy) =� �� �0�� uj AND STAKE m �� �� CD CD Lo REEL 1073R, INSTR. NO, 8025029 ��O T 1 -7,1 :2; EL 541R, !NS"FR. NO. 55841, ' J, �_r, 00 K v 1456.29 456.47 SANITARY MAN RIM: SEWER -10LE 456.31 456.24 j � 76L3 J1 ENCL. 456.67' I CD T. SCALE: 1 20' CD CD 456,31 455.96 Ln C. 75 r 4"f7 F. r 6 C. -L, (:i� 1455.01 455.16 T. C. P-�5 Z �755 V. 455.3� 455.38 CURB INLET 452.57'(W) RELOCATE GUY WIRE (BY OTHERS) n 0 rpT}P, T7rp /ASA nOnT x nn An\ . FOUND 5!,/38" | [�] [�� | / | / | ' | | | \ �� �� �� �� o =_ OD Co �� ��w QN �� .� Lu < �� =_ 0 co Cif z uN 0 cm z oc U< �� . �� U-) LLi I,*- cy) =� �� �0�� uj m �� OAly lffir&w� 1. TAX LOT 17-03-26-14-3808. THE SUBJECT SITE IS NOT LOCATED 'vAiITH11N THE HE WELLHEAD PROTECTION AREA. 3, THE SUBJECT SITE IS LOCATED OUTSIDE THE 100 YEAR FLOOD PLAIN. 4. THE NEAREST TRANSIT FACILITY IS LOCATED 300 FEET TO THE WEST ON THE NORTH SIDE OF MAIN STREET. 5. IMPERVIOUS AREAS. TOTAL AL = 25,450 S.F. (BUILDING = 6,990 S.F., PAVING = 15,820 S.F., GARAGE = 2,640 S.F,', 6. TOTAL AREA = 4154350 S.F. 10' WIDE --)TRIP OCCUPIED BY OWNERS OF LOT 2 BUT NOT REFLECTED BY DEEDS 'SEE COUN T LL Y SURVEY FILE I k L I LOT 2 NO. 3150113 BY KRUSH) I J r T "-LOT 1 =1 if if I J­- ­7 LAWN W11TH !RRING'ATION 7 1 _R_ ---------------------- ------ t BARK --- ------- -------- ------ _J1 L ---------------- f B A RK ---------------------------- SCALE: 1 20' -- ------------------------- j, ---------------------------- - ----------------------------- ----------------------------- 1 4 r41 -------------------- - ------ R" ----- ---------------------- ----------------------------- -LMNN IMITH IRRIGATION -- -- ------ - - - - -- ----- - - - - -- - ---------------------------- F -_------•------------------ °' rz= E ---------------------- / Z_= j— J.. ---- --- --- me"op— __1,d�jRm-uJb-Jr- —7—wbi"�AtE oil �--� Q)) STREET LOT 3 / IjIflur- 5' WIDE P.Q.-E., RLEE1. 1073R, 1N.S.T.R, NO. 8025022 A � R80 111. , RVI'IAE' 2_' 0."' LOT 4 14' `M DE SAN11-ARY SFLdtl&-R EASEMENI T REEL 541 R, !NSTP. NO, 55841 ­—OSSSANUARY SEINER MAN�OLE RIM.- # 456.67' tf 17- Pnvwo,nn %.4 TH IRRIGATION BARK BOXWOOD HEDGE 10v"I R G� M­ I ()i db_ -61 7' ARK 7 SOX HEDT 17 J MITI I 7. ATION 17'. L :7 A R;, it t BOX :FOOD HEDGE' L -!j) "RON1 CD 2: t -7 L.0 I CL u J ITH ?K ---------------­---------- BOXWOOD HEDGE It IRRIGATION `S* # 1 7 7 iz� i 1 T H sRR1 (14ARCOL9 ROAD) fY a. Q. w; I Q0 N co C; 0 CD00 m 0 < < 0 Cx < in Ld C� 10 _T I < IN cz Z��3 lam A Ao J. --T z I U) o Z 10 ff,was U) C) u) > w LIJ © 1 w Lu CL! co 5 0 I't 0 z c) tl- cy) co W Lu W Lu > < Lo < w Z 0 00 Z 0 0 w LL W Z 00 U) LLi I'- z LLI W > 0 w D w U) a. IN cz Z��3 lam A Ao J. --T z I U) o Z 10 ff,was U) C) u) > w LIJ © 1 w Lu C N 0 ITRE CT A FA KTHE H TI a rA IT e �d4 Creei err L? F 5 G N A New Tradition I �L�EiV�il[O7NI J