Loading...
HomeMy WebLinkAboutLarge FormatP i �F N.E. 9th PL Qp i t1 i 'K S! a � z IK ki z° K W N \/IGINITY MAP SCALE: NO SCALE LEGAL DESCRIPTION LOT IOg AND 113 LOT 115 - PARCEL #Og2505-g115-04 5-T-R Og-25-05 LOT gII5 OF NW 1/4 BEG 50 FT N OF SE ALG E LN OF 5D SU50 I50.6-T FT TH PLW 4 '15 FT E MEAS AT R/A FR W 50 PLL LN 150.6'7 FT TH E 86.05 FOR OF NW I/4 OF NW I/4 OF SW I/4 GOR OF SD 5UBD TH N 00-13-50 W 5 8q-55-10 W 85.58 FT TO NXN LN LN OF E 1/2 OF 5D 5U5D TH 5 ALG FT M/L TO P05 LE55 ST. LOT IOq - PARCEL #Og2505-11IOq-00 S-T-R 041-25-05 LOT g IOq OF E 1/2 OF NW 1/4 OF NW 1/4 OF W i5 FT OF N I60 FT OF 5 I110 FT SW I/4 OF NW I/4 LESS 5T PROJECT DATA ZONING: ZONED RM-G (RESIDENTIAL MULTI -FAMILY - SUBURBAN CENTER) DENSITY ALLOWED = 10 TO 20 UNI T5/ACRE UNITS APPLIED FOR = 12 UNITS LOT AREA: TENANT: VACANT LOT AREA = 26,156 S.F. (.06 ACRES) FOOTPRINT OF BUILDING = 4,255 5.F. IMPERVIOUS AREA = 8,b45 S.F. TOTAL IMPERVIOUS AREA = 50% LANDSCAPE AREA: 15,0.75 S.F. '15.01, 5 550 5115cl E (4) 8" COTTONWOOD5 I BUILDING DATA: p U.B.G. Iggi BUILDING CODE TOTAL BUILDING = 11 a64 5.17. 12 UNITS AT c gql 5.F. EACH ° FIRST FLOOR = 5,g88 5.F. O . SECOND FLOOR = 5,g55 5.F. z THIRD FLOOR = 5,g5b S.F. _ 0 PARKING REQUIRED = 1.5 STALLS PER UNIT + .25 5TALL5 PER UNIT (50E5T) 10 - 57ALL5 REQUIRED: 21 TOTAL STALLS PROVIDED: 21 5TALL5 BUILDING HEIGHT ALLOWED: 55'-0" BUILDING HEIGHT PROPOSED: 35'-0" BUILDING/SITE NOTES 1. REFER TO CIVIL PLANS FOR GRADING AND DRAINAGE INFORMATION. 2. BUILDINGS TO EGUIPED WITH A FULL FIRE ALRAM 5YSTEM. I" WOOD LATTICE * FENCE TO BE 5PRAYED w/ CLEAR POST GAP SET IN Ix2 FRAME WEATHER PROOF SEALER 4x4 PRESSURE TREATED POSTS SET IN CONCRETE ' O � 1 /2 "x5 CEDAR PLANKS I I I 2x4 PINE FRAME I I I u u � SOLID GONG. FOOTING &-0" TYPICAL 5HED ROOF w/ —� ROOFING TO MATCH BUILDING OPT. NEWSPAPER- \ "GUBBIE5" bx6 PRF-55URE —� TREATED POSTS SET IN CONCRETE MAILBOXES PER UNITED POSTAL 5Y5TEM 2x4 P.T. -J FRAME SOLID GONG. FOOTING FENCE DETAIL * UNIT TO BE SPRAYED w/ CLEAR WEATHER PROOF SEALER OR PAINTED TO MATCH 5UILDIm1` o�o�o�o MAILBOX DETAIL NO 50ALE POST GAP BUILDIN 5TREET NUMBERTO BE MOUNTE ON P05T 0 I Q 56.02' 5 580 51, 5q" E K N v REAR YARD CONCRETE CURB ° m — — — — 15.0' 5ETBAGK LINE—NPIGAL 26'-O" :2 -3" � ool I I _ TO BE REMOVED 1 PROVIDE SCREENED -k I X Ib _ FENCE AND GATE UN ONG. REAR YARD FUSE AT REFUSE PA> 40'-4" 15.0' ETBACK LINE 57'-5" g'-4" 5'-4' 1 �,NL?G GLE + 0 I AD o --- ---- RY —------- —i ROGK PER 50" ALDER TREE CIVIL IPLAN5 ( I TO BE REMOVED I I D, I ( I I 211 I UNIT 1 I IAv1 I I I I PATIOS AT I I I LOWER FL OR I 2 I I 2 I UNITS. TYPI AL 6X12 I I I I I dJ I I I I I A I I D— I P. I I I j � D I 1 I 1 UNIT 1 ( z I 4 r I I D w1 oP 1 1 I7I J I 10 �p 4" WIDE PAINTED I I 1 tV' FfARKIN5 5TRIPPINS 1 m l o� ni 1.6 w Q - = 01 I c0 I 1 6 P I d) I} vl I O I 1 Q I O p PROV I DE STEPS I I D I PER SITE GONDITI&N5 - 1 1 UNIT -7 i 1 I DF vl�� I I I i HANDICAP PARKING S AL . 1 I LINE OF UN75 PROVIDE 516NAGE AN 1 14 I 1 1 TYPICAL AMP] PAVEMENT MARKINGS ER 1 GIN REGUIREMENT5 I I I I I I SPRINKLER R. 5ER I I I I ROOM I I I I I I I I I I I 1 UNIT CI i 12 I 1I I T I I wl I PROPOSED ASPHALT I I I CONCRETE DRIVEWAY I I 1 I — — — — — — 6' HIGH WOOD O.O' 5ETBAGK LINE �- - - - - - - - - - - - - - -- - - - - - - - - J FENCE w/ 4x4 O FRONT YARD MAILBOXES BASE POSTS ° PER DETAIL CONCRETE CURB 5EE DETAIL 1/5D-1 ry 2/5D-I TYPICAL e - j,— EXISTING —q'5'— 18'—q"— 7 LIGHT BOLLARD i UTILITY ON PHOTOCELL 75.55, S ° 51' 5q" E � EASEMENT D � TYPICAL ° D ° D c � ' ° c •• .•D 86.00I S 8 ° 51' Sq" E .. ..-- D O NEW LUMINAIRE 0 CONCRETE SIDEWALK AND CURB (NEW) 26'-0" 24'-0" w ° LINE OF CARPORT OVERHANG. TYPICAL 50" FIR TREE TO BE REMOVED 24" ALDER TREE TO BE REMOVED G - - _ N.E. CITH FLAGS EXISTING LUMINAIRE O AND POWER POLE N SITE PLAN N -0 a' rn z U ■ C uj Im C) E � 2 L i; C/ of AUh 0 RECE/vz�,o FERRARI DESIGN GROUP ARCHITECTS, PS 12277134TH COURT N.E. SUITE 203 REDMOND, WASHINGTON 98052.2433 425.821.3383 (OFFICE) 425.821.3213 (FAX) ARCHITECT: PROJECT: CAMBRIDGE APARTMENTS 25xx N.E. Nineth Place Renton, Washington SHEET INFORMATION: SITE PLAN; LEGAL DESCRIP, SITE DATA; SITE DETAILS OWNER: GERALD RIEKER & SOUNG HEE 11017 101st Place Kirkland, Washington 98B TENANT: NIA REVISIONS: DELL C: D:\FDGDWG\99\99121.00\9121SDI. XREF(S): NONE THESE DRAWINGS ARE THE PROPERTY OF FERRARI DESIGN GROUP. P.S. (FDG) AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER EXCEPT WITH PRIOR WRITTEN PERMISSION FROM FOG. FERRARI DESIGN GROUP. P.S. © 1999 ALL RIGHTS RESERVED. Checked By: F.HEFFERNAN/C.H. Drawn By: C.HUETHERMY Date: JULY 30,1999 Sheet No.: 1 PERMIT DRAWINGS SD1Of 1 Job No.: 99121.00 K .' ��. .^ �.: _� /y V.�� ,. F � �f . �.�� i,� k�- S 0 0 a a C 112'-6" 28'-0" DEGK b DECK DECK b DEGK 55 55 DINING PININIS 171NIN6 OININ6 LIVING 55 LIVIN& b b LIVINIS LIVING 55 F ------------ D� a 7 • � ----------------- O P05T1 NG A5 I ND I GATED ON FRAMING PLANSI11 O I;� I I�P05TING AS INDICATED b> b 11 �K I TCHEN 111 I KITCHEN I I b b KITCHEN I KITCHEN I ON FRAMING PLANS I I I I I; I I I I I '�i'�-- --1-- --I-- --�-- --!-- --I-- ---J !i T _ �.� I_ - -7-1 r_T_ - --I �I UU 11.• III ENTRY ENTRY 111 UTI i UUT,L. II I ENTRY ENTRY � UTI BATH � _ � I I �i!II L_L? ( � _ I III; I BATH g5 BATH _ _ BATH I _ �, it I - JL I I� �� __�I L1L _ -1 Lj ' O C i ✓ J FOYER FOYER 0 5 5 55 I 2" HIGH GUARDRAIL 2" HIGH GUARDRAIL BEDROOM I BEDROOM N - w d BEDROOM I BEDROOM BEDROOM � I I BEDROOM U1 I BEDROOM I BEDROOM wT _ z _ �- I, o 0 0 0 6 b 55 55 REFER TO SHEET 5-6 FOR STAIR SECTIONS DIMENSIONS AND DETAILS. TYPICAL REFER TO SHEET 5-6 FOR STAIR SECTIONS I DIMENSIONS AND DETAILS. TYPICAL UNIT 3-A< I i UNIT 3-5 UNIT 3-C ! UNIT 3-0 I I 112'-6" A SPECIAL CONDITIONS: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT OR ENGINEER. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AS REQUIRED UNTIL PERMANENT CONNECTIONS AND 571FFENINGS HAVE BEEN INSTALLED. THE CONTRACTOR SHALL VERIFY 51ZE AND LOCATION OF ALL OPENING IN THE FLOOR, ROOF AND WALLS WITH ALL THE APPROPRIATE DRAWINGS. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BLDG. DEPT. REQUIRED INSPECTIONS. DO NOT SCALE THE DRAWINGS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR 51MILAR CONDITIONS NOT SHOWN. UPPER LEVEL FLOOR PLAN REFER TO SHEET A-7 FOR UNIT DIMENSIONS AND NOTES PLATE HEIGHT AT UPPER FLOOR UNIT TO BE 6'-O" U.N.O. ALL EXTERIOR WALLS TO BE 2x6 WOOD STUDS AT 16" O.G. REFER TO STRUCTURAL NOTES FOR SHEAR WALL DESIGNATI ON5 ?" APA RATED SHEATHING. 6d NAILING 0 6" O.G. AT EDGE5. 16d NAILING 0 6" O.G. AT PLATE. A54 ANCHOR PLATES r AT 2'-4" O.G. ?" G.W.B. ON INSIDE FACE ONLY. 5d NAILING 0 4" O.G. AT EDGES b 16d NAILING 0 5" O.G. AT BOTTOM PLATE. A54 ANCHOR PLATES AT 2'-4" O.G. :i. D O tr Z Lu 0 EE Q �L Z 11 L p,a-VELOPNIENT Pam.; I CITY OF RENTON w 0 3 1g99 RE(;F-NET FERRARI DESIGN GROUP ARCHITECTS, PS 12277134TH COURT N.E. SUITE 203 REDMOND, WASHINGTON 98052.2433 425.821.3383 (OFFICE) 425.821.3213 (FAX) ARCHITECT: PROJECT: CAMBRIDGE APARTMENTS 25xx N.E. Nineth Place Renton, Washington SHEET INFORMATION: UPPER LEVEL FLOOR PLAN OWNER: GERALD RIEKER & SOUNG HEE 11017 101st Place Kirkland, Washington 9803' TENANT: NIA REVISIONS: DELL C: D:\FDGDWG\99\99121.00\9121A6.dh XREF(S): NONE THESE DRAWINGS ARE THE PROPERTY OF FERRARI DESIGN GROUP, P.S. (FDG) AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER EXCEPT WITH PRIOR WRITTEN PERMISSION FROM FOG. FERRARI DESIGN GROUP, P.S. © 1999 ALL RIGHTS RESERVED. Checked By: FAEFFERNAN/I Drawn By: CAUETHERMY Date: JULY 30,1999 Sheet No.: 6 PERMIT DRAWINGS A6Of 6 Job No.: 99121.00 SPECIAL CONDITIONS: THE CONTRACTOR 5-HALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. ALL D15GREPANGIE5 5HA!L BE REPORTED TO THE ARCHITECT OR ENGINEER. THE CONTRACTOR SHALL OROVIDE ADEQUATE SHORING AS REQUIRED UNTIL PERMANENT CONNECTIONS AND 5-IFFENIN05 HAVE BEEN INSTALLED. THE CONTRACTOR SHALL VERIFY 51ZE AND LGGATION OF ALL OPENING IN THE FLOOR, ROOF AND WALLS WITH ALL THE APPROPRIA-E DRAWINGS. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTME'�T FOR ALL BLDG. DEPT, REQUIRED INSPECTIONS. DO NOT SCALE THE DRAWINGS. THE 7ETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR 51MILAR CONDITIONS NOT 5HOWN. 112'-6" MID LEVEL FLOOR PLAN 50ALE: 1/4" = 1'-0" NOTES: REFER TO SHEET A-"1 FOR UNIT DIMENSIONS AND NOTES PLATE HEIGHT AT UPPER FLOOR UNIT TO BE 5'-0" U.N.O. ALL EXTERIOR WALLS TO BE 2x6 WOOD STUDS AT 16" O.G. REFER TO STRUCTURAL NOTES FOR 51-EAR WALL DESIGNATIONS 7/16" APA RATED 5HEA7HIN6. 8d NAILING ® 6" O.G. AT EDGE5. Ibd NAILING ® 6" O.G. AT BOTTOM PLATE. A34 ANCHOR PLATES AT 1'-2" O.G. OR A55 AT I'-&" O.G. -1/16" APA RATED 5HEATHIN6. 5d NAILING ® 6" O.G. AT EDCE5. Ibd NAILING 6 8" O.G. AT PLATE. A34 ANCHOR PLATES AT 2'-4" O.G. DEV CIT`l OF RENTO AUG RECEIVE FERRARI DESIGN GROUP ARCHITECTS, PS 12277134TH COURT N.E. SUITE 203 REDMOND, WASHINGTON 98052.2433 425.821.3383 (OFFICE) 425.821.3213 (FAX) ARCHITECT: PROJECT: CAMBRIDGE APARTMENTS 25xx N.E. Nineth Place Renton, Washington SHEET INFORMATION: MID LEVEL FLOOR PLAN OWNER: GERALD RIEKER & SOUNG HEE 11017 101st Place Kirkland, Washington 98D TENANT: NIA REVISIONS: DELL C: 0:\FOGDWG\99\99121.00\9121A5.dN XREF(S): NONE THESE DRAWINGS ARE THE PROPERTY OF FERRARI DESIGN GROUP, P.S. (FDG) AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER EXCEPT WITH PRIOR WRITTEN PERMISSION FROM FDG. FERRARI DESIGN GROUP, P.S. © 1999 ALL RIGHTS RESERVED. Checked By: FAEFFERNAN/C.H. Drawn By: CAUETHER/HY Date: JULY 30, 1999 Sheet No.: 5 PERMIT DRAWINGS A5of 6 Job No.: 99121.00 a► v 0 E 0 0011 0 112'-6" 2" " 28'-0 2" 28'-0" PATIO 12 PAT) O PATIO 12 I PATIO S6 S6 I �I O\®%% � D 0 0 CEO N KITCHEN j I N N � I � K �-N I G KI N 3 Pf-- ul I III VIN LIVING III III III I I III N 3 LIVING III j l III ILL P05TING AS INDICATED III UL ON FRAMING PLANS DIN � �I D I a t�ININ6 POSTING AS INDICATED ON FRAMING PLANS 3 ,- - -m II II I III ENTRY ENTRY III I I II III UTI I I II I I II I I II L III I I Uu'I L• I ENTRY II' II ENTRY III UTI 1 I 11 I I B�tTI"'1 I I II �_ _ _ � I I I I �I ill � ;; I _� II - - � I Ii;► I I I I I I BATH B�tT�I I I I _ 7' I ;; I I ��_ _ �-,,, I I I; �I III ;; r-r- _-_- I I � III I� ; I I BATH ___ ---___--- 1 POYER FOYER I I BEDROOM ' i I BEDROOM BEDROOM i' BEDROOM BEDROOM ' BEDROOM BEDROOM i' BEDROOM Sim ii ii 51 II II II � II II I ? II II p + I II A:2 A A A Q -- POSTING AS INDICATED J d - m ROCKERY PER SITE PLAN ADJUST GRADE FOR WINDOWS. PROVIDE DRAINAGE AS NEEDED CAL TYPICAL J - - ON FRAMING PLANS UNIT 1-6 7-1 , Q- p O N UNIT 1—B UNIT I—G (� Q Q ROCKERY PER SITE PLAN UNIT 1-0 Q W to w - STEPS A5 NEEDED Q PER SITE CONDITIONS - - RAMP DOWN TO 50EWALK CONCRETE SIDEWALK I:I2 MAX SLOPE 112'-6" SPECIAL CONDITIONS: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT OR ENGINEER. THE CONTRACTOR SHALL PROVIDE ADEQUATE 5HORIN6 AS REQUIRED UNTIL PERMANENT CONNECTIONS AND 5TIFFF-NING5 HAVE BEEN INSTALLED. THE CONTRACTOR SHALL VERIF" SIZE AND LOCATION OF ALL OPENING IN THE FLOOR, ROOF AND WALLS WITH ALL T = APPROPRIATE 5)RAWIN65. THE CONTRACTOR SHALL COORDINATE WITH THE 5UILD;v6 DEPARTMENT FOR ALL 5LD6. DEPT. REQUIRED INSPECTIONS. DO NOT SCALE THE DRAWINGS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR 51MILAR CONDITIONS NOT 5HOWN. LOWER LEVEL FLOOR PLAN SCALE: 1/4" = 1'-0" REFER TO SHEET A-7 FOR UNIT DIMENSIONS AND NOTES UNIT I -A TO BE ADA "A" HANDICAP ACCESSIBLE UNITS I-C - I-D TO BE ADA "B" HANDICAP ADAPTABLE PLATE HE16HT AT LOWER FLOOR UNITS TO BE &'-0" U.N.O. ALL EXTERIOR WALL5 TO BE 2xb WOOD 5TUD5 AT Ib" O.G. REFER TO STRUCTURAL NOTES FOR ADDITIONAL SHEAR WALL INFORMATION. 5HEAR NALL DE51ONATION ROCKERY PER 51 TE PLAN Kw ■ 7/I6" APA RATED SHEATHING. 8d NAILING ® b" O.G. AT ED6E5. Ibd NAILING ® 8" O.G. AT PLATE. A54 ANCHOR PLATE5 AT 1'-4" O.G. OR A55 ANCHOR PLATES AT 1'-6" 7/I6" APA RATED SHEATHING. ad NAILING ® 4" O.C. 2 (2) Ibd NAILING ® 8" O.G. AT BOTTOM PLATE. A54 AT 10" O.G. OR A55 AT 12" O.G. I m CQ O I m D- 0 fr 0 Z (D UJ Q� L . AT EDGES ANCHOR PLATES ms%T PY IDVCpY OF RF-V ai FERRARI DESIGN GROUP ARCHITECTS, PS 12277134TH COURT N.E. SUITE 203 REDMOND, WASHINGTON 98052-2433 425.821.3383 (OFFICE) 425.821.3213 (FAX) ARCHITECT: PROJECT: CAMBRIDGE APARTMENTS 25xx N.E. Nineth Place Renton, Washington SHEET INFORMATION: LOWER LEVEL FLOOR PLAN OWNER: GERALD RIEKER & SOUNG HEE 11017 101st Place Kirkland, Washington 9803' TENANT: NIA REVISIONS: DELL C: D:\FDGDWG\99\99121.00\9121A4.dM XREF(S): NONE THESE DRAWINGS ARE THE PROPERTY OF FERRARI DESIGN GROUP, P.S. (FDG) AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER EXCEPT WITH PRIOR WRITTEN PERMISSION FROM FDG. FERRARI DESIGN GROUP, P.S. 0 1999 ALL RIGHTS RESERVED. Checked By: FAEFFERNAN/C.H. Drawn By: CAUETHERHY Date: JULY 30,1999 Sheet No.: 4 PERMIT DRAWINGS -A4of 6 Job No.: 99121.00 36" HIOF PICKETS THAT A CANNOT 6xb POE PLANS E 0 0 0 0 0 �nntvnairinr.i dacusi r INSTALL HORIZONTALLY 5HOWN SIDE ELEVATION 50ALE: 1/4" = 1'-0" 0jZVSL.OP %GENT CITY OF RENTO`I AIIC � � 1999 a \/Ef) 11 FERRARI DESIGN GROUP ARCHITECTS, PS 12277134TH COURT N.E. SUITE 203 REDMOND, WASHINGTON 98052-2433 425.821.3383 (OFFICE) 425.821.3213 (FAX) ARCHITECT: PROJECT: CAMBRIDGE APARTMENTS 25xx N.E. Nineth Place Renton, Washington SHEET INFORMATION: EXTERIOR SIDE ELEVATION OWNER: GERALD RIEKER & SOUNG HEE 11017 101st Place Kirkland, Washington 98034 TENANT: NIA REVISIONS: DELL C: D. \FDGDWG\99\99121.00\9121A3.dv XREF(S): NONE THESE DRAWINGS ARE THE PROPERTY OF FERRARI DESIGN GROUP, P.S. (FDG) AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER EXCEPT WITH PRIOR WRITTEN PERMISSION FROM FDG. FERRARI DESIGN GROUP, P.S. ® 1999 ALL RIGHTS RESERVED. Checked By: F.HEFFERNAN/C.H. Drawn By: C.HUETHER/HY Date: JULY 30,1999 Sheet No.: 3 PERMIT DRAWINGS A3Of 6 Job No.: 99121.00 8'-I" PLATE 6-8" HEADER HEIGHT Ix4 TRIM AT SIDED CORNERS TYPICAL WHERE 5HOWN UPPER FLOOR SUB FLOOR _ a' -I" PLATE 6'-&" HEADER HEIGHT MID FLOOR SUB FLOOR _ &-I" PLATE 6'-5" HEADER HEIGHTJ j LINE OF FINISHED GRADE 1 I TOP OF SLAB _ I E s 6:12 �J REFER TO SITE PLAN FOR GRADE 5TEP5 AND ROCKERY HEIGHT5 AND LOCATIONS 6:12 x I O BAND BOARD IxIO BAND BOARD 1_ _ — bxb POST PER PLANS IxIO BAND BOARD IXIO BAND BOARD 56' HIGH RAIL w/2"x2" PICKETS 5PACED SUCH THAT A 4" SPHERE CANNOT PASS REAR ELEVATION SCALE: 1/4" = 1'-0" COMPOSITION ASPHALT SHINGLES OVER ROOFING PAPER OVER ROOF SHEATHING Ix4 TRIM AT—/ DOORS/WINDOWS TYPICAL 6:12 IxIO BAND BOARD LJ 5:13 SPRINKLER CONTROL ROOM (0:12 CONTINUOUS GUTTER OVER WOOD FASCIA REFER TO ROOF PLAN 56" HIGH RAIL w/2"x2" PICKETS SPACED SUCH THAT A 4" SPHERE CANNOT PASS Ix4 TRIM AT 51DED CORNERS TYPICAL WHERE SHOWN LINE OF FINISHED 6" BEVEL 51DING INSTALL HORIZONTALLY IZ O cc Z fL ■UE" O Q � tr Q < r r U FERRARI DESIGN GROUP ARCHITECTS, PS 12277134TH COURT N.E. SUITE 203 REDMOND, WASHINGTON 98052-2433 425.821.3383 (OFFICE) 425.821.3213 (FAX) ARCHITECT: I PROJECT: CAMBRIDGE APARTMENTS 25xx N.E. Nineth Place Renton, Washington SHEET INFORMATION: EXTERIOR REAR ELEVATION OWNER: GERALD RIEKEP & SOUNG HEE 11017 101st Place Kirkland, Washington 9M TENANT: NIA REVISIONS: VGLL V. 0:\FDGDWG\99\99121.00\9121A2.c XREF(S): NONE THESE DRAWINGS ARE THE PROPERTY OF FERRARI DESIGN GROUP, P.S. (FDG) AND ARE NOT TO SE USED OR REPRODUCED IN ANY MANNER EXCEPT WITH PRIOR WRITTEN PERMISSION FROM FDG. FERRARI DESIGN GROUP, P.S. © 1999 ALL RIGHTS RESERVED. Checked By: F.HEFFERNANIC.H Drawn By: C.HUETHERIH` Date: JULY 30,199! Sheet No.: DE\JELOWENT PIAP.,PlENG CITY OF RENTON RECFIVFr PERMIT DRAWINGS A2 01 Job No.: 99121.01 I /'1AAC/1G1 TI/t/.l AGOLIAI T FOR STEPS TO GRADE OF 18"+ TYPICAL AND 510EWALKS AT ENTRY AT ENTRY FRONT F.LF.VAT I ON 5GALE: 1/4" = 1'-0" a .J a' Cr c� ednc CQ U) s �y t1J Iq Opti���OtN FERRARI DESIGN GROUP ARCHITECTS, PS 12277134TH COURT N.E. SUITE 203 REDMOND, WASHINGTON 98052-2433 425.821.3383 (OFFICE) 425.821.3213 (FAX) ARCHITECT: 4733 \ RE mp ! Af 4NCIS X. HEF ERJAN, JR. STATE OF WA HINGTON PROJECT: CAMBRIDGE APARTMENTS 25xx N.E. Nineth Place Renton, Washington SHEET INFORMATION: EXTERIOR FRONT ELEVATION OWNER: GERALD RIEKER & SOUNG HEE 11017101st Place Kirkland, Washington 98034 TENANT: N/A REVISIONS: DELL C: D:\FDGDWG\99\99121.Oo\9121A1,dv XREF(S): NONE THESE DRAWINGS ARE THE PROPERTY OF FERRARI DESIGN GROUP, P.S. (FDG) AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER EXCEPT WITH PRIOR WRITTEN PERMISSION FROM FDG. FERRARI DESIGN GROUP. P.S. © 1999 ALL RIGHTS RESERVED. Checked By: F.HEFFERNAN/C.H. Drawn By: CAUETHER/HY Date: JULY 30, 1999 Sheet No.: 1 PERMIT DRAWINGS .A1Of Job No.: 99121.00 CONTINUOUS GUTTER OVER Ix FASCIA CONTINUOU'. OVER IX F. T.O. E ABOVE GR E 0 0 a 5 18" Lu u.I Q Q 5 x 15 b" x 1 GLB I F-V3 EAM 6:12 5 /8" x IS" GLB &F-V3 BEAM II m � • -PRE M JE�D -MANAUFACTURED JACK5 ® 24" XI I " GLB F-V3 EAM 17 5 I/ " x 15" GLB -V3 AM m 6:12 it IQ'-6" END BAY 19'-8" CENTER 5AY5 (U.N.0) BEAN ROOF PLAN ROOF DESIGN LOAD 35 P.5.F. 0 5 1 8" X I ' GLB F-V3 EAM 5 8" X " GLB &F-V3 AM 1 bx6 FRE55 TRTD. II w 0) Jl iy- O PO BEL �2 4 ' PRE-MANAUFACTURE-D• END JACKS,; 24" 1m m LL ° o w � s 1 _ iL zQ 0 u Q 0. � 6:12 E I/a" 15" GL I&F-v BEA 5 1/8" X " OLB 16F-V BEAM II 0 i 141'-8" CENTER BAY5 (U.N.0) IQ'-6" END BAY ROOF FRAMING PLAN SCALE: 1/41' = I'-O" �nnncnc,irin� nc,�uoi r =T''P. 7Yfi=1 GAL. E:LF.\/A71ON SCALE: 1/4" = I'-C" ROOF TRUSSES PER ROOF PLAN. PROVIDE HOLD DONN5 AS DETAILED ON 7RU55 SHOP DRANING5. 51MP50N COLUMN CAP SIZED PER STRUCTURAL ENGINEER &X6 P.T. POS75 TYP. BEAM DETAIL 5CALE: NO 5C r�xe �.T. 1✓I 51 MPSON C BA5E 51ZF PER 5TRUC ENGINEER SUBBASE F PLANS POST BASE DETAIL FOOTING 5TRUCT. ENGINEER 'AV I NG PER J5 GKERIE5 AND APES PER CIVIL PLAN TRUSSED ROOF PER FRAMING PLAN COMPOSITION ASPHALT SHINGLES OVER 30# ROOFING PAPER AND 1/2" PLYWOOD ROOF SHEATHING POSTS SPACED PER STRUCTURAL PLAN BUILO)INO SECTION SCALE: 1/4" //1AAO/1G�T1/'1AI AGOLIAI T ASPHALT DRIVE SD2 TYP. SIDE ELEVATION SCALE: 1/4" = 1'-0 NOTES 1. TRUSS LAYOUT TO BE REvIEu1ED ANC APPROVED BY TRUSS MANUFACT'�RER =QIOR TO CONSTRUCTION. ALL CHANGES AN,:; OR ADDITIONS TO THIS PLAN TO BE 5_5TP --=D AND APPROVED BY ARCHITECT PR'OR TO CONSTRUCTION. 2. TRUSSES SHALL BE DESIGNEa BY A REGISTERED W,45HINGTON STATE ENGINEER AND BE FABRICTED FROM ONLY 7-4E5E CE5 3NS. 3, TRUSSES SHALL BE STAMPED BY T--E MANUFATURER OR BY A QUAL CONTROL AGENCY SUC-+ AS THE LASHING-O` 57A-E TRUSS FABRICATORS COUNCIL. 4. ALL ROOF TRUSSES SHAL_ BE =R,4ME:. AND TIED INTO THE FRAMEWORK ANC S. PPCR_!NG WALLS SO AS TO FORM AN IN-=G=RAL FART OF THE WHOLE ROOF. TRUSSES S-A__ -+AVE . CO'-,75 LUELL FITTED ANC SHALL HAv= A__ Trr=-=N510N MEMBERS DUEL_ TIGHTENED BE:=ORE AN`' -CAD IS PLACED UPON THE TRUSS. a AGONA_ ANZ� SWAY BRACING S"ALL BE USEa -O BR/ -SE TRU55E5. DEVELOPUILN" PLANNiNC, CITY OF RENTON A Uu- el � 1999 RECEIVEI) CONTINUOUS GUTTER OVER IX FASCIA BD. 7 Q'-6" T.O. BEAM ELEV. j� ABOVE GRADE (MIN.) BEAM PER ROOF FRAMING PLAN ROCKERIES AND GRADE5 PER CIVIL PLAN T.O. BEAM ELEV. VE GRADE (MIN.) FERRARI DESIGN GROUP ARCHITECTS, PS 12277134TH COURT N.E. SUITE 203 REDMOND, WASHINGTON 98052.2433 425.821.3383 (OFFICE) 425.821.3213 (FAX) ARCHITECT: 4733 RE( Iivw AR WIS X. STATE OF PROJECT: CAMBRIDGE APARTMENTS 25xx N.E. Nineth Place Renton, Washington SHEET INFORMATION: ROOF FRAMING PLAN; ELEVATIONS; DETAILS; OWNER: GERALD RIEKER & SOUNG HEE 11017 101st Place Kirkland, Washington 9803, TENANT: N/A REVISIONS: DELL C: D:\F0GDWG\99\99121.00\9121SO2. XREF(S): NONE THESE DRAWINGS ARE THE PROPERTY OF FERRARI DESIGN GROUP, P.S. (FDG) AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER EXCEPT WITH PRIOR WRITTEN PERMISSION FROM FDG. © FERRARI DESIGN GROUP. P.S. 1999 ALL RIGHTS RESERVED. Checked By: F.HEFFERNANIC.H. Drawn By: C.HUETHE"Y Date: AUGUST 24,1999 Sheet No.: 2 PERMIT DRAWINGS Of SD22 Job No.: 99121.00 00 � 3 L p �. 1 � N o r r- V ! Q z Q LJ a. Q w _J Qz= z _ LW __j z +O N CN Lo �-- N Va 0 r w �4 E WE 0 H 3v Q U N . 'Za CL 01C �v vE mE � v >� cc: (on v� c� z Mel : as z O 0 Q' FUSE KITS QUICK DISCONNECT 10 AMP IN LINE FUSE KITS - S.E.C. OR EQUAL — TYPICAL DESIGN 'B" JUNCTION BOX SPLICE KITS GROUND LUG - CLEAR EPDXY SPLICE KITS ON ALL THRU WIRE RUNS 2" MIN, GROUT 4 UNDER POLE BASE CONCRETE PAD 5" 9" IIII= =IIII=III-IIII #8 BARE COPPER GROUND WIRE 2-(SIZED AS REQ'D) LIGHTING SYSTEM WIRES TO CONTACTOR III' 1�.�'' • . 5/8"x8' COPPER -CLAD GROUND ROD - TO LUMINAIRE 1/4" MINIMUM DRAIN HOLD TOP OF CONCRETE FOUNDATION TO BE LEVEL WITH TOP OF SIDEWALK OR CURB. =ILII- IIII _- 11=IIIi�.IIII GROUND CLAMP 4' PVC CONDUIT SYSTEM CONCRETE FOUNDATION 3 SO. OR DIA. TYPICAL LIGHTING UNDERGROUND S YS TEM 7' *40' v O Ov p o07 O ovp 0O e p 0O7 v pv vD Lo o e4d v ° z DpD O D 0Oev STREET LIGHT POLE JUNCTION BOX PLAN VIEW SIDE VIEW LIGHTING STANDARD & JUNCTION BOX OVOID O "DoOv O � D v o c D o e „ Oe 4 ° z D e 0 � De0 4 J O D NOTE: CLASS 'B' CONCRETE o TO BE USED IN D o° ,v v V 0 CONSTRUCTION OF PAD 1' PLAN VIEW INDIVIDUAL JUNCTION BOX CABINET EQUIPMENT 1, PIN TUMBLER -TYPE STAINLESS STEEL BEST CORE LOCK (OR EQUAL) KEYED FOR CX-1 WITH 2 KEYS 2, 12 GAUGE (MIN,) GALVANIZED SHEET STEEL 3, WELDED SEAM CONSTRUCTION 4, DOOR WITH CONCEALED HINGES (LEFT SIDE) 5, INTERIOR - WHITE BAKED -ON ENAMEL 6, EXTERIOR - GRAY -ETCH GALVANIZED SURFACE BEFORE PAINTING 7, BOTTOM OPEN- 2' MOUNTING FLANGE (TURNED INWARD) ON ALL SIDES 8, 4-1/2'X16' GALVANIZED ANCHOR BOLTS W/NUTS AND WASHERS 9, 4-1/4' TRIANGULAR SHAPED CORNER LOCK -DOWN PLATES 16' MIN, it • 14" 4 8' 100 AMP PANEL WITH BRANCH BREAKERS AS REQ'D 2' MALE FEMALE BUSHINGS PE CELL TERM. STRIP L—J L—J SERVICE FEEDERS RACEWAY WITH 11 REMOVABLE IL COVER TYPE III SERVICE CABINET 4" DEEP VENT o ° ° o LOAD CENTER TEST SWITCH & UTILITY PLUG STREET LIGHTING CONTACTORS 16' ' MIN, FRONT VIEW PLAN VIEW SIDE VIEW CON TRA C TOR CABINET 2" N,P,S, SLIPFITTER SINGLE OR DOUBLE MAST ARM AS REQUIRED T_ 3/4" MEN o ww�*] 0.188 WALL BRACKET ALUM, ALLOY 6063-T6 1/2" BNC LOCKBOLT GR, 18--8 S.S. " FLUSH JOINT - 4-1/2" O.D. 2" BY 3/4' REDUCING WASHER 3/4" ROMEX CONNECTOR WITH LOCKNUT OR DOUBLE MAST ARM, INSTALL 2ND CABLE BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES ARE ON SAME CIRCUIT MAST ARM WIRING DETAIL CDnV V CTI I 4-1/2'X16'GALVANIZED ANCHOR BOLTS G,L. O ff a D. —G,L, CONDUIT�ENTR. A A N 4 Q Q O O o 0 PLAN VIEW SIZE TO FIT CABINET SIZE TO FIT CABINET FRONT VIEW SIDE VIEW CABINET FOUNDATION TAPERED ALUM, POLE 0.188 WALL ALLOY 6063—T6 SATIN GROUND FINISH 151 HANDHOLE, 4"x6" OPENING W/COVER AND S,S, SCREWS BASE FLANGE ALLOY 356—T6 WITH BOLT COVERS & S,S, SCREWS SIZE AS REQUIRED —1101 4-1/2" p O.D. 2 N.P.S. SLIPFITTER 5'-9' RADIUS 11" TO 12" DIA, BOLT CIRCLE 4' CONCRETE PAD 4 1/2" OF BOLT ABOVE FINISHED GRADE (4) 1' BNC GALV, STEEL ANCHOR BOLTS WITH e NUTS AND WASHERS 4' WER 4" STANDARD 25' DAVIT POLE iv-2' �LI iIC OGOLDD 2"-2�2 2ze-3" ✓RITE LEGEND SLACK ;GROUND 5 YS TEM H. ��94'i0 ti sIONAL (EXPIRES 6/22/99 Iii=V 1_017 ENT PIS CITE{ OF { E 1T C)N AUG 0 3 1999 RECEIVED L 0 • • � z L1.)zo Z Z Cr. W Q ct CL CLZCL Z J LAJ O N N 'n � N a° �v 0� O `oE �w .n C � E c E FIJI C °' C a) v4) EL-0 a a 1 Q w Q 0 z 0 U)?_ W x EX- R=,2 IE=: LUMINAIRE SCHEDULE CENTER LINE OF POLE POLE LOCATION TO ARM LENGTH MT. LENGTH LUMINAIRE CENTER LINE OF STREET STA. 2+00 35 - 5 8.0, 35.0' 250 WATTS INSTALL ALUM. DAVID STYLE LIGTH STANDARD, WITH 250 WATT 1 H. P. SODIUM VAPOR LUMINA/RE & LAMP, 35.0' MOUNTING HEIGHT. 2 INSTALL TYPE "B" JUNCTION BOX. 3 INSTALL STREET LIGHT CONTACTOR CABINET 1201240 VOLT TYPE 111 GROUNDED SERVICE. 3+68.01, 1.39' RT. SS MH. EL. 284.94 EL. 276.90, 8 "0 sG T 7!� INV. E. 9 th PL W C/,Qc�E 2 Ali Z Q W W Ilk 0 o Z Z W W Q z o o � W E. 9fh sr. VICINITY MAP SCALE 1"=200' "=20' GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. 80 OCR 3 o v L LJ m 9 rl C; � o t\ ( n j z L w Z two z Ld O w CL ,J n CL CL x 0) Z � i,.L1 z N N Lo � N .` Q2 W0 o Cn �c O p Lo E-4 W-W a: ~ a �c c0 'v E mE �-,E 131N c c 0+ C 00 F� 9 z 0 EX- R=26C 31 IE=26 .51 EX A R=26 .32 IE=2 ,87 I STA 0-11.75, 9TH ST. 181T. 16 x 10" TAPPING TEE (MJxFL) W. CONC. BLOCKING 10" TAPPING VAL VE (FLxMJ) 10" PLUG (MJ) W. 2" TEMP. BLOWOFF ASSY. 10" VERTICAL (MJxMJ) 3 - 10" PLUGS (MJ), ONE W. 2" TAP AND PLUG ONE W. 2" TAP & BL 0 WOFF ASSY. _STA: 0+27.99 OFFSET- 20.84 L 10" 22.5'BEND W. CONC. BLOCKING L-- J 1,6 1+00 0 7STA1+1TT2. 4- - SO. INV EL. 268.75, 12'-CPEP EWA. INV L. 2710DI EX -CB R=268.31 1E=265, 76 STA: 0+32. Oy N_ F .9 th IPI _ OFFSET: 0.40 R _STA: +43.56 RIM EL. 268.89 OFFSE : 10.65 L INV EL. 260.27 GROUN EL. -269.2 STA: 0+46.69 SD INV EL. 266.06, 12 "CPEP OFFSET- 9.34 L WA INV EL. 264.50, 10-DI 10" 22.58END 0.5' CL ARANCE W. CONC. BLOCKING 310 •NA • O 28C STA: 0+40 LEV 466.00 27C; STA: 0+40 LEV.• 464.42 STA: 0+40 LEV.• 460.67- \c DATUM Q , c STA: 1+72.71, 8.97' LT. -STA: INV EL. 267.4, 10 -DI 10 x 6" TEE (MJxFL) 6" GATE VALVE(FLxMJ) HYDRANT ASSY. 221T. W. CONC. BLOCKING NE. 9TH PL., ROAD & WATER PROFILE 88 51 '59 2+ 277 1nr W ral 27 FF 1278 FF 1278 27 lul A rA 2 51 3+ 00 275 N.E. 9TH PACE 7 ZSTA 2+91.05, 14.8' LT WA. INV EL. 274.5, 6" DI SD. INV EL. 275.9, 12" CPEP STA 2+ 15.3, 8.85' T. SS INV EL. 269.53, 6" VC; WA. INV EL. 271.0, 10 l STA: 2+29.89 OFFSET.• 8.81 L 1 " SER VICE TAP, 1 " METER 37' L T. 1 114" IRRIGATION METER & OCVA. P F S : 0+45.62 OF ET 6.69 R 8 x " TEE ()VJxFL) " GA VAL VE (FLxMJ) 6 FIRE YD. ASS 30" FIR RE18" ERTI L CROSS (FL) 8" UG " PL G (M W. 2" TEMP. 24 " DER BLO OFF ASSY. W. CON LOCKING STA: 3+ 18.89 OFFSET 8.54 L 8"x 4" TEE (MJ) l" AIR & VAC. ASSY. 4" VERTICAL CROSS (MJxFL) 4" Cl SLEEVE (MJ) 4" DI LENGTH AS REQUIRED 3 32 2 - 2" BLOWOFF ASSY. 2 - 4" BLIND FLANGES, ONE TAPPED 2", 2" PLUG -4-TAPPING_ TEE (MJxFL) �--T-j 4" TAPPING VALVE (FLxMJ) STA 3+19, 1' RT. W, CONCRETE BLOCKING ._.: GROUND EL. -280.8 . INV EL. 274.52, 8-PVC STA 3+68.01, 1.39' RT. WA. INV EL. 277, 4" DI SS M RIH. M EL. RI EL M EL. 28 STA: 2+91.03, 8.63' L T. INV EL. 276.90, 8" 0 EL. 274.0 \INV 10-X 8" TEE (MJxFL) 8" GATE VALVE (FLxMJ) 10" GATE VALVE (MJ) 8" VERTICAL CROSS (MJ) 2 - 8" PLUGS (MJ), ONE W, 2" TAP & 2" PLUG W, CONCRETE BLOCKING STA 1 + 72.73, 14.9 LT GROUND EL, ^-272.4 p TA _ , STA GROUND 0+43.56, 10.7 LT. El_ PVI ELEV = 471.24 - WA, INV EL. 267.40, 6" Dl. SD INV EL. 266.06 12" CPE = 9.93 , SS. INV EL. 2..9.63, 6" PVC STUB WA INV EL. 264.50 10" DI 4 0.00' VC SD. INV EL. 2 1.28, 12" CPEP STA 2+ 15.3, 85' L T. » STA 0+46.69, 9.34' L. WA. INV EL. 2 1.00, 10" Dl. 10" 22.5' BEND o + L-6 WA. INV EL. 274.5, 6" DI SD. INV EL. 275.9, 12" CPEP m 5.9 0 STA 2+91.0, MY 1.87� !l�+t!7�2.!�771, 156 LF 12" PEP 10 1.73 4.95� STA ' L. INV. ELV. 274.3 PRO:. WA. 10" DI. TYP. pVC INV. ELV. 267, 10 x 6" TEE ( xFL) 7 SAN. SEWER, 8" > 0� N� ugh � LN6 �� i Nd Nay NN- Na Ner Nor 0+ 40 1 +00 2+ 00 3+00 STA 3+19, 1' RT. WA. INV EL. 277, 4" DI SS INV EL. 274.52, 8" PVC STA 3+ 18.9, 8.54' L. INV. ELV. 277.0 10 "x 4" TEE (MJ) CONNECTION TO EX. 4" WATER LINE (SEE DETAIL) 1 " 20' GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEET ) 1 inch = 20 ft. rn rn 0 CU Q m n-; L0 cv Cn rp 3 ti w cn Q m rn 0 DO 3 � (v, C)L U 0 t\ r ^ V J • Z w Z S G 0 C�w Z QC� CL .� 0) � Q Z Lij Z N N 'n Tow- N I- a0 n, v o o F--4 3v Q �w 1-1 CL Q Zt rnC Cv 9 \ E gall °C''N C v, 0 v� L Q� CONNECT 1" AIR & VAC. RELEASE VALVE ASSY. I 10" x 4" TEE (MJ) 4" PLUG W. BLOCKING 10" VERTICAL CROSS (MJ) W. 10" PLUGS & BLOCKING TEMPORARY BLOWOFF AS-')Y. 4" x 4" TAPPING TEE (MJ x FL) 4" TAPPING VALVE (FL x MJ) STA 3f 19, 9 TH PL. TEST CONNECTION STA 0-11. 75 9 TH PL. TEST CONNECTION 16" x 10" TAPPING TEE (MJ x FL) 10" TAPPING VAL VE (FL x MJ) q 10" PLUG (MJ W. 2" BLOWOFF ASSY.) t cq w IL Z o Q iA CN Y STA 0-11.7 9 TH 1111 6 z EX-C R=26 31 IE=26 .51 I CONNECT W/ TH 4" SLEEVE (MJ) & 4" NIPPLES TO FIT TO TAPPING VALVE ( SHACKLE TEE TO VAL VE) STA J+ 19 9 TH PL. FINAL CONNECTION i. EX 6 v 90'BEND ( f o p 6" x 4" REDUCER S 8 4 8" COTTON --- EX. 6"DI. 10" VERTICAL CROSS (MJ x FL) 3 - 10" PLUGS (MJ); EX. 4"Dl. ONE W 2" TAP & PLUG 277 3 " AL ONE W. 2" TAP & BLOWOFF ASSY. - --- o TEMPORARY BLOCKING I 9 W F 27 88 51 5 W AFTER POL YPIGGING, PRESSURE & PURITY TEST, REMOVE TEMP. 0.62 PLUGS, BLOCKING, AND CONNECT W. 10" SOLID SLEEVE (MJ) (SHACKLE ALL BENDS TO TAPPING VALVE.) I w i o , FF 78 PL. FINAL CONNECTION o FF 278 I EX A R=26 .32 IE-2111,117 I STA 0-11.75, 9 TH ST. 181T, 6 z EX-C R=26 31 IE=26 .51 I CONNECT W/ TH 4" SLEEVE (MJ) & 4" NIPPLES TO FIT TO TAPPING VALVE ( SHACKLE TEE TO VAL VE) STA J+ 19 9 TH PL. FINAL CONNECTION i. EX 6 v 90'BEND ( f o p 6" x 4" REDUCER S 8 4 8" COTTON --- EX. 6"DI. 10" VERTICAL CROSS (MJ x FL) 3 - 10" PLUGS (MJ); EX. 4"Dl. ONE W 2" TAP & PLUG 277 3 " AL ONE W. 2" TAP & BLOWOFF ASSY. - --- o TEMPORARY BLOCKING I 9 W F 27 88 51 5 W AFTER POL YPIGGING, PRESSURE & PURITY TEST, REMOVE TEMP. 0.62 PLUGS, BLOCKING, AND CONNECT W. 10" SOLID SLEEVE (MJ) (SHACKLE ALL BENDS TO TAPPING VALVE.) I w i o , FF 78 PL. FINAL CONNECTION o FF 278 I EX A R=26 .32 IE-2111,117 I STA 0-11.75, 9 TH ST. 181T, 16 x 10" TAPPING TEE (MJxFL) W. CONC: BLOCKING 10" TAPPING VALVE (FLxMJ) 10" PLUG (MJ) W. 2" TEMP. BLOWOFF ASSY. 10" VERTICAL (MJxMJ) ( , 3 - 10" PLUGS (MJ); ONE W. 2" TAP AND PLUG ONE W. 2" TAP & BLOWOFF ASSY. 0+27.99 _STA: OFFSET- 20.84 L 10" 22.58END W. CONC. BLOCKING 1+00 0 _ STA 1+7 . 1 ��f -LT. 272,4'- - SD. INV EL. 268.75, 12"CPEP WA. INV EL. 267.4, 10"DI EX -CB R=268.31 I£=265, 76 sTA: 0+32. 09 PL_ OFFSE T.- 0. 4 0 R STA: +43.56 RIM EL. 268.89 OFFSE : 10.65 L INV EL. 260.27 GRONN EL. -269.2 STA: 0+46.69 SD INV EL. 266.06, 12"CPEP OFFSET.• 9.34 L WA INV EL. 264.50, 10"DI 7 0 " 2251BEND 0.5 CL ARANCE W. CONC. BLOCKING STA: 1+72.71, &97' LT -WA. INV EL. 267.4, 10"DI 10-X 6" TEE (MJxFL) 6- GATE VALVE(FLxMJ) HYDRANT ASSY. 221T. W. CONC. BLOCKING 2 88 51 '59 "Vj 196.4 N K' 3+ 00 275 N.E. 19TH'YC - E _ zSTA 2+91.05, 14.8' L T. WA. INV EL. 274.5, 6" DI SO. INV EL. 275.9, 12" CPEP STA 2+ 15.3, 8.85' T, SS INV EL. 269.53, 6-" VC WA. INV EL. 271.0, 0" STA: 2+29.89 OFFSET- & 81 L 1" SERVICE TAP, I" METER 37' L T. 1 114" IRRIGATION METER & DC VA. 2 rWE FM HMNANT WML ro A7MW r-8110 AS SNOW PACOW STAPES CAST /PW AM = UM A CR APPAA71ELl O MW V� Qvi7 M= %-t/2' 110.5E WW A A MM SMAVARD 1MPFADS 4' PLWER COWCXW CTY OF SUTILE TFAIEAQS i-i PF7VTAGC>K GWERATAYC /AJT fAAF MORANT TO SE P MWTN TMP CGMIS Qi PAAVT. POPMW MWTIIF 78- 10 PAWr Na 43-114, W1DP1tlATIID" MM" ON APPROM 20 NE PIAM Y MUX T1P4FPX Agn9CM9 IMP -Fee CAST NW VALW BOY EQUAL X aCH VALW Ca STANAW S' TIP SWIM MIA! AEGCIAR BASF SECWK LEWIN TO PIT. CoNcAr1F BLOMM , ;~J'.; -CAST ATdr TEE; MIAI S• PIZ " E OUTLET 8' GAT MLW (FL X MJJ E*M lO MLEILER CQ A-23W-18 r PWIW /PGW AF& MASS 5Z CEiEXT LOWED. LEWIN M FIT IS• X B' X 4' AOWA.0 7W 314' SIM TAF 9= fit= LEWIN IO RT. 7 a= FEET ANd" WASFIEO RFTAMW ON 1141 AAESTI MR FIRE HYQRANT ASSEMBLY x Ta " =20' GRAPHIC SCALE 20 0 10 20 40 Bo ( IN FEET ) 1 inch T 20 ft. S : 0+45.62 OF ET 6.69 R 8 x " TEE (MJxFL) " GA VAL VE (FLxMJ) 6 FIRE YD. ASS JO" FIR REED" RTI L CROSS (FL) 8" UG " PL G (M W. 2" TEMP. BLO OFF ASSY. 24 ER W CON LOCKING STA: 3+ 1 & 89 OFFSET & 54 L 8 x 4 " TEE (MJ) 1 " AIR & VAC. ASSY. 4" VERTICAL CROSS (MJxFL) 4" Cl SLEEVE (MJ) 4" DI LENGTH AS REQUIRED 3 .32 2 - 2" BLOWOFF ASSY. 2 - 4" BLIND FLANGES, ONE TAPPED 2", 2" PLUG -4--TAPMA TEE (MJxFL) T 4" TAPPING VALVE (FLxMJ) 1 STA 3+19, 1' RT. W. CONCRETE BLOCKING GROUND EL. -280.8 INV EL. 274.52, 8"PVC STA 3+68.01, 1.39' RT. WA. INV EL. 277, 4" DI RI SS MH. RIM EL. 284.94 STA: 2+91.03, 8.63' LT. INV EL. 276.90, 8"0 INV EL. 274.0 10-X 8" TEE (MJxFL) 8" GATE VALVE (FLxMJ) 10" GATE VALVE (MJ) 8" VERTICAL CROSS (MJ) 2 - 8" PLUGS (MJ), ONE W. 2" TAP & 2" PLUG W, CONCRETE BLOCKING fAD MAN BLOCKING WITH SHACKLE ROD TO CAP 2" CLOSE NIPP!IRON WATER MAIN A 2' 90' ELBOW 2' GALVANIZED IRON 2' GALVANIZEPIPE AS REQUIRED PIPE, 12' LONB INSTALL A 90' BENDS, SCREWED D T----SET 2" OFFSET TAP AT BOTTOM A. CAST IRON CAP OR PLUG WITH 2" IPS TAP, SHALL BE A ROCIKWELL 482 END CAP COUPLING B. rOW PIECE CAST IRON VALVE BOX, EQUAL TO RICH VALVE CO., STANDARD 8' SELEC77ON, W97H REGULAR BASE SEC77ON LENGTH TO FIT. C. 2" GATE VALVE- SCREWED. O. 2" CLOSE NIPPLE BETWEEN CAP OR PLUG & 2' 90• ELBOW. TEMPORARY 2" BLOW -OFF ASSEMBLY BEEHIVE STRAINER 2' OPEN PATTERN BEND 2' GALVANIZED IRON PIPE, FIELD LOCATE CUT OPENING AS REQUIRED, AFTER INSTALLA770N, GROUT AROUND PIPE 12' " ..� P MIN Ei M J N AIR do VACUUM L RELEASE VALVE ASSY A. 17"X 28" CONCRETE METER BOX WITH 3/8' STEEL DIAMOND PLATE COVER EQUAL TO FOG-77TE METER SEAL CO. NO. 2 METER BOX, F7ELD LOCATE B. 1' 90' ELBOW C. 1' UNION D. I* NIPPLE E, I" CLOSE NIPPLE F. 1' GALVANIZED IRON PIPE To FITT, 0. 2 X 2 X 1" TM 1" CLOSE, NIPPLE BETWEEN TEE AND BEND. H. 2" GALVANIZED IRON PIPE 18" LONG. 1. 2' CAP WITH 1 /8' HOLE FOR DRAIN J. WASHED GRAM- PASSING 1 1/2" AND RETAINED ON 1/2' MESH K. I- AIR AND VACUUM VALVE, SCREWED. APCO NO. 143C OR EQUAL L. DOUBLE STRAP SERVICE CLAMP WITH 1" IPS TAP TO FIT, EQUAL TO MEULLER CO. M. 1" TYPE "K' SOFT COPPER TUBING N. COUPLING COPPER TO MALE IRON PIPE - FORD C28-44 OR EQUAL 0. 1' BRONZE GATE VALVE, SCREWER EQUAL TO RED -WHITE VALVE CORP. FIG. NO. 280 P. 1* IRON PIPE CORPORATION STOP, 90' BEND FORD TYPE OR EQUAL NOTE: AIR AND VACUUM RELEASE VALVE ASSEMBLY SHALL BE INSTALLED AT HIGHEST POINT OF LINE. IF HIGH POINT FALLS IN A LOW WHERE ASSEMBLY CANNOT BE INSTALLED, PRONDE ADDITIONAL DEPTH OF LINE TO CREATE HIGH POINT AT A LOCA77ON WHERE ASSEMBLY CAN BE INSTALLED. ALL PIPE AND FITTINGS TO BE GALVANIZED IRON EXCEPT FROM WATER MAIN TO 1' GATE VALVE WH/CH SHALL BE COPPER. Op .� ,AI tr+ m M CD r, 6i Ln LO N 3 W Cn Q m lD CD 3 00 3 o v L C3) rn LLi Lr p _ m rn L rn v! • z U Z Z CL CL .._i CL CL QU= L. z Q N N LO r I a CL Q w Q m � z 0 0 W O z EX—C R=26 31 IE=26 .51 I— R/W m Q �4 U LLJ Q Uj EXISTING GROUND w 0 12 MIN. E x ELEVA TION XISTING GROUND 100' MIN. EXCEPT MAY BE REDUCED TO 50' MIN. FOR SITES WITH LESS THAN 1 ACRE OF EXPOSED SOIL. 710 O�,,00 0 o%o PLAN EXISTING DRIVEWAY - RAMP OR SITE ACCESS ROAD TEMPORARY ROCK CONSTRUCTION ENTRANCE 1. Use 4" to 8" quarry spalls or crushed rock for surfacing as shown. Material with "fines' is not acceptable. 2. The 100' minimum length shall be lengthened as necessary to insure material is not tracked into the public right—of—way. �-~- R=25' MIN. 4 8" COTTON PROTECT INLETS DURING CONSTRUCTION. KEEP SEDIMENT OUT OF THE STORM DRAINAGE SYSTEM. USE HALF - CIRCLE BEHIND CURB INLETS DURING STREET CONSTRUCTION. MODIFY PROTECTION AS CONSTRUCTION PROGRESSES CIRCULAR SHAPE IS NOT ESSENTIAL - VARY SHAPE TO FIT DRAINAGE AREA AND TERRAIN. OBSERVE TO CHECK TRAP EFFICIENCY AND MODIFY AS o CA TCH BASIN / TRAP NECESSARY TO INSURE SATISFACTORY c FRAME & GRATE FILTER FABRIC MAX SLOPE 1: 1 10' MINIMUM DIMENSION 7 EX SJ R=26 .3? lE=21.87 SEC T/ON EX —CB R-268.31 IE-265, 76 TRAPPING OF SEDIMENT. CAN BE " � ADAPTED TO THRU- CURB INLET. o MINIMUM DEP TH - 1' MAXIMUM DEPTH- 2' CLEAN OUT WEN SEDIMENT IS 6" BELOW GRATE I LEAVE OUT BLOCK TIEMPOI ARIL Y INSERT TILE WITH W/ f?E SCE EEN AND GRAVEL FILTER... KEEP -POOL — DEWA TERED. CONSTRUCT FILTER F BR/C FENCE, ATTACH FABRIC TO EX T/NG FENCE WHE TE POSSIBLE EB S TA: 0+ 32.09 0F9_SE 7. 0.40 -7 R/h! EL. 268.89 INV EL. 260.27 1+00 N.E. 9th 88'51 '59 2+ vl F 27 4 1'5 W 62 _ 4 FF r78 FF [278 27 275 N.E. 9TH PLACE C•7 o��oR A T 1' 20' e 70 I GRAPHIC SCALE sIONAL` 8/22 89 20 0 10 20 40 80 EXPIRES.ten ( IN FEET ) 1 inch = 20 ft. CATCH BASIN SILT TRAP (TYP.) SEE DETAIL 'WM'MW���W qL 3+00 / 3+92.32 FIL 7t(? FAQ j?IC FENCE (TYP.) STA 3+68.01, 1.39' RT EX. SS MH. RIM EL. 284.94 INV EL. 276.90, 8"0 FIL TER FABRIC MA TER/AL 2" BY 2" BY 14 GA. WIRE FABRIC OR EQUAL. PROVIDE 3/4" - 1-1/4" WASHtI// BACKFILL /N TRENCH AND ON BOTH SIDES OF FILTER FABRICON THE SURFACE. BY LEEOAL7FE FNCPSTS 8" MIN. N MIRAF/ 100 X BIDUM OR EQUI V FILTER FABRIC MATERIAL 60" WIDE ROLLS USE STAPLES OR WIRE RINGS TO ATTACH TO WIRE. 2" BY 2" BY 14 GA. WIRE FABRIC OR EQUI V. ^, 5bRY BOTTOM VF FIL TF�R ABRIC TER/AL IN 8 BY 12 TRENCH. 6' MAX. Lj-2" BY 4" WOOD POST ALT. STEEL FENCE POSTS FIL TER FABRIC FENCE DETAIL N. T. S. FILTER FABRIC NOTES A. THE FIL 7FR FABRIC SHALL BE PURCHASED /N A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MIN. 0" OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. B. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6' APART AND DRIVEN SECURELY INTO THE GROUND (MIN. OF 30 C. A TRENCH SHALL BE EXCAVATED, ROUGHLY 8" WIDE AND 12" DEEP, UPSLOPE AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED. D. WHEN STANDARD STRENGTH FILTER FABRIC /S USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY WIRE STAPLES AT LEAST 1' LONG, TIE WIRES, OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MIN. OF 4" AND SHALL NOT EXTEND MORE THAN 36" ABOVE THE ORIGINAL GROUND SURFACE. E. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20" OF THE FABRIC SHALL EXTEND INTO THE TRENCH. THE FILTER FABRIC SHALL NOT EXTEND MORE THAN 36" ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. F. WHEN EXTRA STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC /S STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTES APPLYING. G. THE FENCE SHALL BE BACKFILLED WITH 314" MIN. DIAMETER WASHED GRA VEL. H. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 1. FILTER FABRIP FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. Q(/8 n F cn N LD N L L 3 U7 J F-- LL O CD m Lo LD 3 O z w�0 :::> Ld Q C] � W ,,..J Z < cr W� z�~ rn � o N N NN NNW a° N v �z E- V*,'c `- E > 3Q U F--1 .0 W cv vE mE oil c c v z 1• w Q 0 z 0 r.: PROPERTY LINE DRIVE WA Y DETAIL FINAL JOINT MUST BE SAW -CUT --i'm EXISTING ASPHALT CONCRETE (GREATER THAN 3" THICK) 6" GRIND EXIST. 2" MIN. ASPHALT MIN 4" ASPHALT CONCRETE (2 LIFTS) ^£--1 112" MIN 6" MIN CRUSHED SURFACING TOP COURSE 518" MINUS COMPACTED BACKFILL PA TCH ASPHALT CONCRETE OVER PREPARED GRADE (OFFSET JOINT) 1. SEE NOTE 25. 2. ALL TRENCHES IN ROAD WAY AREAS SHALL BE BACKFILLED AND PATCHED WI TH TEMPORAR Y ASPHAL T A T THE END OF EACH WORK DA Y, UNLESS PERMISSION IS GRANTED TO DO OTHERWISE BY THE CITY ENGINEER AND CITY TRAFFIC ENGINEER. 3, ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERMANENTLY PATCHED WITHIN 2 WEEKS OF COMPLETION OF WORK WITHIN THE ROADWAY AREA. 4. SAW CUTS ON CONCRETE PAVEMENTS SHALL BE MADE NO MORE THAN ONE- HALF THE DEPTH OF THE EXISTING SLAB. WATER METER TO BE SUPPLIED BY THE CITY 11-1/2" x 17-1/2' CONCRETE METER BOX WITH 3/16' STEEL DIAMOND PLATE COVER EQUAL TO FOG TITS METER SEAL CO. lD METER BOX. SIDEWALK 9 TYPE 'K' SOFT CAST IRON OR COPPER TUBING DUCTILE IRON 112» 3/4" SPACES SPACED-3/4" AS INDICATED -HT. 1/8" 118" RAISE-1/2" WIDE BORDER 70" 9" 8 J14 " 7" 7 3 4" 8" 75 ' CAST IRON RING AND COVER PIPE MA TERIAL AS SPECIFIED. WATERMAIN 2-1/2° \\ \ FORD COPPERSETTER CORP❑RATION STOP. FORD TAPERED VH 172-15W (FOR 5/8' x 3/4' METER) THREAD (CC). PACK JOINT (3/4' F1000) --' VH 174-15W (FOR 1' METER) (1' F1000) BOTH INLET AND OUTLET WITH PACK JOINT WITH GRIPf PADLOCK WINGS ON KEY VALVE SINGLE CHECK VALVE LOOP DOWN TO CENTERLINE ON OUTLET. OF WATER MAIN TO PROVIDE ALL PACK -JOINT FITTINGS SHALL BE WITH GRIPPER. SLACK IN COPPER SERVICE LINE TO METER, rr- cr Q\irrc i TKiP* rn RI ITI nrKi 3' MIN COVER INSTALLED IN THE FUTURE INSTALL r ✓- FORD C14-33 OR 44 FIDT x COMPRESSION COUPLING 3/4' OR 1' GALVANIZED PLUG 3/4" & 1" WATER SERVICE O 12 "0— FIBER JOINT - PACKING 118 BEND 4 3/4" PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS. CLEAN -OUT DETAIL FLUSH WITH FINISH GRADE (TYPICAL) UNION (TYPICAL) BUTTERFLY VALVE W/2" SQUARE OPERATING NUT ---�� 3" CLEARANCE TO METER 4" PERF, ADS TO — DRAIN OR DAYLIGHT NOTES: 1.5 "0 STD. STEEL PIPE, WI TH 2 "0 STD. STEEL PIPE -WELDED JOINTS 1. RAILING SHALL BE HOT DIP GALVANIZED AFTER FABRICATION 2. ALL POSTS PLUMB AND RAIL PARALLEL TO GRADE J. PIPE MA TERIAL SHALL CONFORM TO ASTM A53. 4. REINFORCING STEEL ASTM A615, GRADE 60. 6'-0" MAX. TYP. now rn �o I M � C� I 4 Q a a o 1 "GROU T TEGUL MINERALEAD OR EPDXY GROU T 4 "0 16 GA. GAL V. STEEL SLEEVE 4 4 Ljd.. d Q C SIDE WALK HANDRAIL FOR SIDEWALK N TS. FOGTITE NO, 1D METER BOX WITH LOCK TOP OR EQUAL. 12"- 16" CLEARANCE END CAP #4 REINFORCING U-BAR AT EACH POST FOR 3/4" — 1 DCVA USE FOGTITE NO. 2 SL METER BOX WITH SLIDE LOCK TOP FOR 2-3" DCVA USE UTILITY VAULT CO. 25—TA OR EQUAL. )K SLEEVE WITH LOCKING CAP 3/4" MANUAL DRAIN VALVE AFTER TESTING & APPROVAL REMOVE TEST COCKS FROM DOUBLE CHECK VALVE ASSY, AND INSTALL PIPE PLUGS, TO SYSTEM 7/8" MINUS GRAVEL 12" MINIMUM DRAIN AND BUTTERFLY KEY SHALL BE PROVIDED TO OWNER. BELOW GROUND INSTALLATION FOR 3/4" TO 3" DOUBLE CHECK VALVE ASSEMBLIES DOUBLE CHECK VALVE ASSEMBLY or. n 'L-7rlr Ci IY EXPIRES 84 1 L I0NA�� CD v o o rn rn ui s o `" M L ca M � O � r^ 1J J • uj _j w Q' Z Q z „� a. Q C I Z�w O Z C� N N Lo �--- N ao a, v o� T 34.c- O 0 �y Q r � V H W 3 °- cv v E •:3 N E �tV c rn c vm aL- o� N INII� z O 0 z EX- R=26 31 1E=26 .51 I EX A R=26 .32 lE=2 .87 Sw ol, d- N STA: 1 +75 OFFSET • 89 L STA: 2+16.37 INV EL. 273.3 OFFSET 46.60 L SS STUB INV EL. 270.28' STA: 1+67,3 O�F�T- 44 L-\ CB#2 TYPE I INL.2272.3 STA: 0+04.56 STA: 1 +61.36 -OFFSET. 9.34 L OFFSET.• 16.00 L RIM EL. 268.5 RIM EL. 272.00 NEW /E. 265.4 INV EL. 268. 10 21 LF 12" CPEP 9.5% INV EL. 270.00 12 "N. \ 156 LF 12"0 CPEP\4 1.73% EX -CB R=268.31 1E= 265, 76 STA: 0+32.09 0t FSET: 0. 40 R STA: +43.56 R,M EL. 268.89 OFFSE : 10.65 L INV EL. 260.27 GROUN EL. -269.2 SD INV EL. 266.06, 12 "CPEP WA INV EL. 264.50, 10-DI 0.5' CL ARANCE 310 300 290 280 I STA: 0+40 LEV 466.00 270 STA: 0+40 ELEV 464.42 STA: 0+40 LEV 460.67 DATUM ^ O) N 1+00 STA 1 + 7 . 14.$T Z T. 272.- 4,- SD. INV EL. 268.75, 12 -CPEP WA. INV EL. 267.4, 10-DI N. E. 9 th ( PL. STA: 1 +86 44 L INV EL. 274.30 NE. 9TH PL., ROAD & UTILITY PROF/LE 277 Ir"• �1 mm FF 78 FF 2781 ; h 0 o�0 51 WV 3+ 00 / / 3J 92.32 275 N.E. 9TH PACE 2; STA 2+91.05, 14.8' L T, STA: 2+ 15.0 WA. INV EL. 274.5, 6" DI OFFSET. 0.94 R SD. INV EL. 275.9, 12" CPEP SS INV. EL. 269.33 STA 2+ 15.5, 14.7 L T, STA 2+15.3, 8.85' LT. SS. INV EL. 269.63 6" PVC SS. INV EL. 269.53, 6 " P VC SD. INV EL. 271.28 12' CPE WA. INV EL. 271.0, 10" DI " FIR CB,#8 TYPE I STA: 1 +45.07 OFFSET 41.72 L RIM EL. 2 78. 00 - INV EL. 276.00 CB 7 TYPE I STA: 1 +27,10 -OFFSET- 41.65 L RIM EL. 278.00 INV EL. 275.91 N, 6" INV EL. 275.91 S 8" CB0 TYPE I STA: 0+87, 54 OFFSET 41.47 L RIM EL. 2 78. 00 INV EL. 2 75. 72 CB TYPE I STA: 0+47.41 OFFSET: 41.25 L RIM EL. 2 78. 00 NV EL. 275.52 CB TYPE I S A: 0+69.83 OFFSET.• 0.02 R RIM EL. 280.00 V EL. 27Z 00 C 3 TYPE I ST • 0+23.88 OFF T.• 11.83 L RIM EL. 278.50 \ NV EL. 275.50 STA 3+ 19, 1' RT. _. GROUND EL. N280.8 INV EL. 274.52, 8"PVC WA. INV EL. 277, 4" DI STA 1 +72.73, 14.9 LT GRD ND EL. -272.4 " PP STA _ 4INV , CffP STA 0+4.56, 10.7 LT PVI ELEV = 471.24 WA. INV EL. 267.40, 6" Dl. , SD INV EL. 266.06 12" CPE = 9•93 SS INV EL, 26 9.63, 6" PVC STUB WA INV E!. 264.50 10" DI 4 0.00, VC SD. INV EL. 2 1.28, 12" CPEP STA 2+ 15.3, 85L T, N WA. INV EL. 2 1.06, 10" Dl. , I T- �* v WA. INV EL. 274.5, 6" DI SD. INV EL. 275.9, 12" CPEP � m 5.9 '.879 156 LF i ' PEP ® 1.731 CB,#1 TYF E I ®4.95% CB#2 TYPE I ' STA 3+2 .24, 16. 0' L T, PROP. WA. 10" Dl. T� „ tT RIM EL. 272.00, INV EL. 268. INV EL. 77.70 T SAN. SE►►�R. 8 PVC INV EL. 270.00 12" CPEP N. NN ^N ^O N cVd Nq Nei Ner Net N<r 0+ 40 1 +00 2+ 00 3+ 00 CB#1 TYPE I STA: 3+21.24 OFFSET 16.00 L RIM EL. 280.70 INV EL. 27Z 70 STA 3+68.01, 7.39' RT. EX. SS MH, RIM EL. 284.94 INV EL. 276.90, 8"0 STA 3+19, 1' RT. WA, INV EL. 277, 4" DI SS INV EL. 274.52, 8" PVC 1 " 20' GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. 80 00 0) (c) O Cy)O Q, N 3 o W z (D v L b CIS L� Q I� z LAJ •C 0 z Lu Q (,o CK w CL WCL 0 CL QZz Z z 0 N N L0 t.-- N L a° a� v o� � `E o F-4 3 E­4 cv v E �E , C rn o� c� L d y y � w a 0 z 0 6 z GENERAL NO TES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTON MEETING MUST BE HELD WITH THE CITY OF RENTON PUBLIC WORKS, DESIGN ENGINEER. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE "1988 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCROW PREPARED BY W.S.D.O. T., AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY 7HE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS 3. THE STORM DRAIN SYS7FM SHALL BE C0NS7RUC7FD ACCORDING TO THE APPROVED PLANS W11CH ARE ON FILE IN THE DEPARTMENT OF PUBLIC WORKS ANY DEWA 77ON FROM THE APPROVED PLANS WILL REQUIRE WR/T7FN APPROVAL FROM THE CITY OF RENTON DEPAR7MENT OF PUBLIC WORKS, DESIGN ENGINEER OR STORM WA TER UTILITY. WATER UTILITY -- GENERAL NOTES 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB S17F WHENEVER CONSTRUC7ON IS IN PROGRESS 5. DATUM SHALL BE U.S GS UNLESS OTHERWISE APPROVED BY THE Cl TY OF RENTON DEPARTMENT OF PUBLIC WORKS. REFERENCE BENCHMARK AND ELEVA RONS ARE N07ED ON THE PLANS. 6. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERA 77ON PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UN77L CONS7RUC77ON IS COMPLETED AND THE POTENRAL FOR ONSITE EROSION HAS PASSED. 7. ALL RETENTIONIDETEN77ON FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION AC77VITY UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, STORM WA TER UTILITY. 8. GRASS SEED MA Y BE APPLIED BY HYDROSEEDING. THE GR ASS SEED MIXTURE, OTHER THAN CITY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, STORM WA TER UTILI TY. 9. ALL PIPE AND APPUR7FNANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02 3(1) OF THE CURRENT STA TE OF WASHINGTON STANDARD SPECIFICA TION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDA 77ON MATERIAL AS WELL AS THE PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THA T THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPOR7ED ON A UNIFORMLY DENSE UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C", WITH THE EXCEPTION OF PVC PIPE. ALL 7RENCH BACKFILL SHALL BE COMPACTED TO MIN. 95% FOR PA VEMENT AND STRUCTURAL FILL AND 909 OTHERWISE PER ASTM D-1557-70. PEA GRAVEL BEDDING SHALL BE 6 " UNDER AND OVER P. V. C. PIPE. 10. GAL VANIZED STEEL AND A L UYINIUMIZED STEEL PIPE FOR ALL DRAINAGE FACIL177ES SHALL HAVE ASPHALT 7REA TMENT #1 OR BETTER INSIDE AND OUTSIDE. 11. S7RUCTURES SHALL NOT BE PERMI T7ED WI THIN 10' FEET OF THE SPRING LINE OF ANY STORM DRAINAGE PIPE, OR 15' FEET FROM THE TOP OF ANY CHANNEL BANK. 12. ALL CA TCH BASIN GRA 7FS SHALL BE DEPRESSED 0. 10' FEET BELOW PA VEMENT LEVEL. 13. OPEN CUT ROAD CROSSINGS THROUGH EXIS7ING PUBLIC RIGHT -OF- WA Y WILL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER. 14. ROCK FOR EROSION PR07FCTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF 1' FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS• 4"-8"140X 70X PASSING; 2"-4" ROCK/30%40X PASSING, AND -2" ROCK/109=207, PASSING 15. ALL BUILDING DOWNSPOUTS AND FOOLING DRAINS SHALL BE CONNEC7ED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE DEPARTMENT OF PUBLIC WORKS,_ DESIGN ENGINEER OR STORM WA 7ER U77LI TY. AN ACCURA 7FL Y DIMENSIONED CER77FIED "AS -BUILT" DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO 7HE CITY OF RENTON UPON COMPLETION. 16. ISSUANCE OF 7HE BUILDING OR CONS7RUC770N PERMIT SY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WA7FR DISPOSI770N. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTION/Na AND MAINTFNANCE OF THE SYSTEM PROVIDED DURING CONSFRUC77ON. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED AC77ONS TO PRO 7ECT THE LIFE HEAL 1N, AND SAFETY OF THE PUBLIC, AND TO PR07FCT PROPERTY Al CONNEC77ON WIT7-1 THE PERFORMANCE OF WORK COVERED BY THE CON7RACT. ANY WORK WITHIN THE 7RA VELED RIGHT -OF -WA Y 7HA T MA Y INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AN APPROVED TRAFFIC CONTROL PLAN BY THE 7RAFF7C ENGINEERING DIV. OF 7HE DEPARTMENT OF PUBLIC WORKS. ALL SEC77ONS OF THE W. S D. 0. T. STANDARD SPECIFICA 77ONS 1-07-23, 7RAFF/C CONTROL, SHALL APPL Y. 18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED /F THE PROJECT LOCATION IS WITHIN THE AQUIFER PROTEC7ON AREA. 1. ALL WORK MATERIALS SHALL BE /N CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED BY THE CITY OF RENTON. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE S TREE T R/ GH T- OF- WAY SHALL BE LIMITED TO 8: 30 AM TO 3: 30 PM ON WEEKDAYS UNLESS O THER WISE APPROVED /N WRITING BY THE DEPAR TMEN T OF PUBLIC WORKS AT 235-2635. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS /N ADVANCE. THE POLICE DEPAR TMEN T FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND /T SHALL BE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATE CALL 48 HOUR LOCATORS, 1-800-424-5555. 4. ALL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO A WWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE SHALL BE POLYETHYLENE WRAPPED PER ANSI/A WWA C105- 77 STANDARDS. SANITARY SEWER NOTES & SPECIFICATIONS 10. A PRECONSTRUCT/ON CONFERENCE /S REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF 3 (THREE) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. PRIOR TO SCHEDULING THE PRECON A PERMIT INFORMATION SHEET MUST BE SUPPLIED TO THE UTILITY ENGINEER'S OFFICE. TWENTY-FOUR HOUR NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 11. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 12. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 13. ALL CONNECTION TO EXISTING MAINS TO ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE DEPARTMENT OF PUBLIC WORKS. ALL NECESSARY EXCAVATION AND MATERIALS TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS. 14. INSPECTION WILL BE ACCOMPLISHED BY A REPRESEN TA T/ VE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR AS WELL AS THE ENGINEERS SHALL KEEP AS -BUILT DRA WINGS. ASStMdLltS 1-UK /tSIING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. 5. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT 16. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, LINED, PRESSURE RATED AS NOTED ON PLANS, AND /N ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING ACCORDANCE WITH ANSI/A WWA C110/A21.10-82. CEMENT LINING COMPANY OF COLUMBUS OHIO OR EQUAL APPROVED /N WRITING BY SHALL BE /N ACCORDANCE WITH ANSI/AWWA C1041A21.4-85. IF THE DEPARTMENT OF PUBLIC WORKS. FITTINGS ARE 3 INCHES TO 12 INCHES /N DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL BE IN ACCORDANCE 17. ASPHALT AND CONCRETE STREET PAVING SHALL BE SA WCUT TO A WITH EITHER ANSI/A WWA C110/A21. 10-82 OR ANSI/A WWA MINIMUM DEPTH OF TWO INCHES. OIL MAT STREETS MA YH BE C153/A21.53-84. 3-INCH TO 12-INCH DIAMETER FITTING WHICH SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS SHALL BE IN CURB, GUTTERS, AND DR/ VEWA Y APPROACHES SHALL BE SA WCUT TO ACCORDANCE WITH ANSI/AWWA C110/A21.10-82 OR A COMBINATION A MINIMUM DEPTH OF TWO INCHES OR REMOVED TO AN EXISTING OF ANSI/AWWA C110/A21.10.82 AND ANSI/AWWA C153/A21.53-84 EXPANSION JOINT. SUCH THAT THE PORTION OF THE F/ T TING WITH A MECHANICAL JOIN T(S), MAY BE IN ACCORDANCE WITH ANSI/A WWA 18. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON C153/A21.53-84 AND THAT PORTION OF THE FITTING WITH THE DAY OF INITIAL EXCA VA TION WITH A PERMANENT, SEALED PATCH FLANGED JOINTS) SHALL BE IN ACCORDANCE WITH ANSI/A WWA TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN TEN DAYS. C110/A21.10- 82. ACCEPTANCE TESTING IN ACCORDANCE WITH CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL SECTION 53- 5, 3 OF ANSI/A WWA C 153/A21.53- 84 OR WITH PATCH. TRENCHES WILL NOT BE LEFT OPEN OVER NIGHT WI THOU T SECTION 10-4.3 OF ANSI/AWWA C110/A21.10-82 SHALL BE PRIOR WRITTEN APPROVAL OF THE INSPECTOR. OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. 19. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE 6. GA TE VALVES SHALL CONFORM TO A WWA C500 AND SHALL BE IRON USED SHALL BE SCHEDULE 40 IN UNIMPROVED AREAS AND BODY, BRONZED -MOUNTED, DOUBLE DISC WITH BRONZE WEDGING SCHEDULE 80 UNDER IMPROVED AREAS. ALL CHEMICAL PROCESS DEVICE AND O-RING STUFFING BOX. VALVES SHALL BE DESIGNED LINES SHALL BE SCHEDULE 80 PVC PIPE. FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 13, MUELLER COMPANY NO. A2380, OR M & H. ALL VALVES 12" IN DIAMETER AND LARGER, SHALL BE INSTALLED /N A VAULT. SEE WATER STANDARD DETAIL FOR 12" GATE VALVE ASSEMBLY VAULT AND 1"' BYPASS INSTALLATION. 7.F/RE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) CONFORMING TO A WWA C-504-80 WITH A 6 INCH INLET AND A M. V. 0. OF 5 INCHES, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD 7 INCH, 60 DEGREES V. THREADS, O.D. THREAD 4.875 AND ROOT DIAMETER 4.6263, 1-1/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). 8. ALL WATER MAIN 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATER MAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WA TER MAINS ARE TO BE LOWERED TO CLEAR. 9. ALL WATER MAINS SIX (6) INCHES /N DIAMETER AND LARGER "PIGS" CONSTRUCTION SEQUENCE NOTES SHALL BE CLEANED WITH PIPE CLEANING PRIOR TO DISINFECTION. THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL 2 LB \CU FT DENSITY FOAM 1. ARRANGE AND ATTEND PRE-CONSTRUCT/ON MEE77NG WITH CITY WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF OF RENTON PUBLIC WORKS INSPECTOR. "PIG" ONLY. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET 2. FLAG PROPERTY LINES AND CLEARING LIMITS NOSE OR SQUARE END. THE CONTRACTOR WILL PREFORM THE J. INSTALL ROCK CONSTRUCTION ENTRANCE. 4. ERECT FIL 7FR FENCE. CLEANING OPERA TIDN. 6 CLEAR AND GRUBS SITE 1. ALL WORK MATERIALS SHALL BE /N CONFORMANCE W/ TH THE STANDARDS AND SPECIFICATIONS OF THE Cl TY OF REN TON UTILI TY DEPARTMENT AND THE LA TEST EDITION OF THE WSD T/APWA STANDARDS AND SPECIFICATIONS. 2. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE LIMITED TO 8.30 A.M. TO 3: 30 P.M. ON WEEKDAYS UNLESS O THER WISE APPROVED /N WRITING BY THE DEPAR TMEN T OF PUBLIC WORKS AT 235-2620. ALL STREET CLOSURES, PARTIAL, OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS /N ADVANCE. THE POLICE DEPAR TMEN T, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. J. ALL CONSTRUCTION SHALL BE /N ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 5. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOURS NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS /N ADVANCE OF BACKFILL ALL CONS TRUC TION. 6. CONTRACTOR /S SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONS TRUC PON S/ TE. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY REL A TED PERMITS PRIOR TO ANY CONS TRUC TION. 8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OF LICENSED PROFESSIONAL SURVEYOR. 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE /N LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 81 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MA TER/ALS HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G. S. 14. ALL DISTURBED AREAS SHALL BE SEEDED MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION A F TER THE COMPLETION OF CONS TRUC TION. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDA PON IN ACCORDANCE W/TH SECTION 7-02.3(1) OF THE CURRENT STA TE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, 17. IN UN -IMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE /N ALL DIRECTIONS TO MATCH PAVING. 8. ROUGH GRADE PER ROADWAY AND GRADING PLAN. 9A.ALL WATER MAINS AND SERVICES SHALL BE PRESSURE TESTED TO 12. INSTALL SANITARY SEWER STUB AND WATER MAINS. A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, 10. INSTALL STORM DRAINAGE CONEYANCE SYSTEM: STORM PIPES, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF DITCHES, CB, MH, ETC. RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL 11. INSTALL INTERIM CB SEDIMENTATION PROTECTION. PRESSURE TESTING SHALL BE DONE /N THE PRESENCE OF A 10. INSTALL WATER SERVICES, METERS REPRESEN TA T/ VE OF THE CITY OF RENTON. 13. FINE GRADE AND PAVE THE SITE. 14. HYDROSEED, MULCH, AND PLANT LANDSCAPE MATERIALS. 9B. A L L WATER MAINS AND SERVICES SHALL BE DISINFECTED B Y THE 15. REMOVE 7HE REMAINING TEMPORARY EROSION/SED/MEN TA T/ON CONTROL 4 INJECTION OF A 50 PPM (MINIMUM CONCEN TRA TION) ONLY AFTER THE SITE HAS BEEN STABILIZED AND CITY OF RENTON CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLOR/TE SHALL 16. CLEAN UP THE STORM DRAIN SYSTEMPUBLIC WORKS DEPARTMENT INSPECTOR HAS APPROVED THE REMOVAL. 9470. NOT BE PLACED /N THE PIPE AS LAID. CHLORINE SHALL BE Ioxa�� METERED/INJECTED /N ACCORDANCE WITH SECTION 7-11.3(12)E OR 7-1 T. 3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED EOWM a/zz/99 _ IN 1 ABOVE. C Ty op „ AUG 0 3 FT I U m m 11J m LD CU U- ID 3c W LD i co O L c� v CO 0) C) N 9 � i a c� L Q 10' R. 0. W. z CL DEDICA TION TO CITY fn z �zo �--"- Z 6, cr- Q � �`P� I - • _._1 2 ` CL I a- z _ , 1' MIN. �., Q NE 9 th PL a- Z z w X-SECTION DETAIL z (PER KCRS D WG NO. 1-- 002) �o O Lo NON a_v o� M+�1 m •� 0� o� E-4 3 Q >-' - ``' E­4 :3 a �wN ff••'' L W ma W c E .a W O c loll o Q 0 r g � I Q) • � � � EL V. 273.4 W lb 3 1 o Y BIOSWALE: SECTION A -A, SCALE 1 =5 a a � Q f � o wv STA: 2+ 16.37 OFFSET.• 46.60 L :S STUB .NV EL. 270.28' I EX S) R=26 .32 IE=2 .67 CB#2 TYPE i / STA: 0+04.56 STA: 1+61.36 OFFSET. 9.34 L OFFSET.• _ 16.00 L RIM EL. 268.5 RIM EL. 272.00 NEW 1E. 265.4 INV EL. 268.10 INV EL. 270.00 12"N. 156 LF 12"0 CPEP 1.73% 40' RIGHT OF WA Y MATCH TO EXIST. EP. 2" COMPACTED DEPTH CLASS "B" ASPHALT 2" 95Z COMPACTED DEPTH, 518" CRUSHED SURFACING TOP COURSE (CLASS A), 1 112" 4" 959' COMPACTED DEPTH, 1-1/4" CRUSHED SURFACING BASE COURSE, 2 1/2" 8" MIN. 95Z COMPACTED STRUCTURAL FILL, AND QUARRY ROCK AS NEEDED DEPENDING ON SOIL CONDITIONS TYPICAL PA VEMEN T & EXTRUDED CURB DETAIL 1 0 I 4 8" COTTON) ELV. 278 STA 1 +75 OFFSET: 89 C INV EL. 2 73. 3 FEW � 1 STA- OFFSET- I 1+67.3 INV EL. 272.3 21 LF 12" CPEPED 9. 00 1+00 STA 1+7 . , 14. 272. 4 -_ z Ex-c SD. INV EL. 268.75, 12 "CPEP N R=26 31 WA. INV EL. 267.4, 10"DI W lE=26 .51 EX -CB R=268.31 IE=265, 76 STA: 0+32.09 N. E. 9 th PL. OFFSET.- 0.40 R I STA: +43.56 RIM EL. 268.89 OFFSE : 10.65 L INV EL, 2EO.27 GROUN EL. -269.2 SD INV EL. 266. 06, 12 "CPEP WA INV EL. 264.50, 10"DI 0.5' CL ARANCE l STA: 1 +86 : 44 L INV EL. 274.30 2+ 277 I ro- ��_ : • �� sir\\\ V_ 60 0 O 1 3+ 00 275 N. E. 9 THYCE 28c STA 2+91.05, 14.8' LT. STA: 2+ 15.0 WA. INV EL. 274.5, 6" DI OFFSET. 0.94 R SS INV. EL. 269.33 SD. INV EL. 275.9, 12" CPEP STA 2+15.3, 8.85' LT. STA 2+15.5, 14.7 LT. SS. INV EL. 269.53, 6" PVC SS. INV EL. 269.63 6" PVC S WA. !NV EL. 271.0, ION D! SD. INV EL. 271.28 12" CPEP 1$$ 20$ GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEET ) I inch = 20 ft. C8#8 TYPE I STA: 1 +45.07 OFFSET.• 41.72 L RIM EL. 278.00 INV EL. 2 76. 00 CBJ7 TYPE i STA: 1 +27.10 OFFSET- 41.65 L RIM EL. 278.00 !NV EL. 275.91 N.6" INV EL. 275.91 S.8" CB#6 TYPE I STA: 0+87.54 OFFSET 41.47 L RIM EL. 278.00 INV EL. 275.72 CB#5 TYPE I STA: 0+47.41 OFFSET 41.25 L RIM EL. 278.00 NV EL. 275.52 CB TYPE I S A: 0+69.83 OFFSET.• 0.02 R RIM EL. 280.00 V EL. 27Z 00 -30" FIR REE C 3 TYPE i S 0+23.88 OFF T.• 11.83 L RIM EL. 278.50 - 24 " ER NV EL. 275.50 J f 92. 32 Z VI CI NI T Y MA P SCALE 1"-200• 3.5' WIDE CONCRETE SIDEWALK 4" MIN. THICKNESS BROOM FINISH 1 " RADIUS • Q� 959 COMPACTED SUBGRADE 4" MIN. OF 518" OR 1 114" GRAVEL AS DETERMINED BY THE ENGINEER. 18" MONOLITHIC SIDEWALK SECTION (TYPICAL S.W. AT PERIMETER OF BLDG.) (ON -SITE ONLY) -CB#1 TYPE I STA: 3+21.24 OFFSET- 16.00 L RIM EL. 280.70 INV EL. 277.70 STA 3+19, 1' RT. ._ GROUND EL. -280.8 INV EL. 274.52, 8"PVC STA 3+68.01, 1.39' RT. WA. INV EL. 277, 4" RI EL M EL. 2 DI SS M 284.94 S4 INV EL 276.90- 8"0 L- BUILDING WALL SEC TION B-B, 1 "= 4' ENT F' CITY OF &Z"'41 A RECE EID •- 0 ay rn c� 3 uj v ;1s0 oil 10 Cm /1 I� LIA Z� uj u c uJ v J • �® 0 - a � 10' R. 0. W. J DEDICATION J TO CI TY 2: 6, j Q W Q ' r 11100 r � u ^ I 1MIN. Q � �.... < NE 9 th PL Ljj X-SECTION DETAIL Z z (PER KCRS D WG NO. 1- 002) C) N TS N NON4-; 0 0. ( 00 o4' O 0 ''E 0� �w E­4 Hw�yy a s CE 'v � = a� CID c oil o 0 aC ( 10 �I • � �ZZ EL V. 273.4 3 1 a Q wv o EX-C N R=26 31 IE=26 .51 40' RIGHT OF WA Y 16' i BIOSWALE: SECTION A -A, SCALE 1 1 EX S) R=26 .32 IE=2 .87 I STA: 2+ 16.37 OFFSET.• 46.60 L SS STUB IN V EL. 270.28' STA: 0+ 04.56 -OFFSET.- 9.34 L RIM EL. 268.5 NEW 1E. 265.4 156LF12"0C TYPICAL PA VEMEN T & EXTRUDED CURB DETAIL MA TCH TO EXIST. EP. Rio � �• 2" COMPACTED DEPTH CLASS "B" *v ASPHALT 2" 95i COMPACTED DEPTH, 518" CRUSHED SURFACING TOP COURSE (CLASS A), 1 112" 4 " 959. COMPACTED DEPTH, 1-1 /4 " CRUSHED SURFACING BASE COURSE, 2 1 /2 " 9" MIN. 9590 COMPACTED STRUCTURAL FILL, AND QUARRY ROCK AS NEEDED DEPENDING ON SOIL CONDITIONS CB,#2 TYPE I STA: 1+61.36 OFFSE T.• _ 16.00 L RIM EL. 272.00 INV EL. 268.10 INV EL. 270.00 12 "N. P 1. 739. EX -CB R=268.31 IE=265, 76\- S TA: 0 f 32.09 OFFSET 0.40 R I STA: +43.56 RIM EL. 268.89 OFFSE : 10.65 L INV EL, 260.27 GROUN EL. -269.2 SD INV EL, 266.06, 12"CPEP WA INV EL. 264,50, 10"DI 0.5' CL ARANCE 1 4 8" COTTON EL V. 278 STA: 1 +75 OFFSET: 89 LC INV EL. 273.3 I STA: 1 +67.3 OFFSET.• INV EL. 272, 3 F C 21 LF 12" CPEP d 9. ------ 1-1- 00 0 STA 1 +7 . 14-$T7 T. GROUN 272,4-- SD. INV EL. 268.75, 12 "CPEP WA. INV EL. 267.4, 10"DI N.E. 9 th IPL. STA: 1 +86 44 L INV EL. 274.30 88 51 '59 2+ 277 FF !78 FF 278 ! ; 57' 8 "\CPEP , I �.� .. OI ■ m_� 1113o " R _&a �1 WAKE o�0 51 0 p p wv 3+ 00 275 N.E. 9TH �ACE 2 STA 2+91.05, 14.8' LT STA: 2+ 15.0 WA. INV EL. 274.5, 6" DI OFFSET. 0.94 R SD. INV EL. 275.9, 12" CPEP SS INV. EL. 269.33 STA 2+ 15.3, 8.85' L T. STA 2+ 15.5, 14.7 L T. SS. INV EL. 269.63 6" PVC SS. INV EL. 269.53, 6" PVC WA. !NV EL. 271.0, 10" DI SD. INV EL. 271.28 12" CPE TERNATE LANDSCAPING FILL ASPHAL TIC CONCRETE MIN. 1 " 20' GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. C8#8 TYPE I STA: 1 +45.07 OFFSET 41.72 L RIM EL. 278.00 INV EL. 276.00 CB�7 TYPE I S A: 1 +27.10 OFFSET- 41.65 L RIM EL. 278.00 INV EL. 275.91 N.6" INV EL. 275.91 S.8" C8#6 TYPE I STA: 0+87.54 OFFSET 41.47 L RIM EL. 278.00 INV EL. 275.72 CB#5 TYPE I STA: 0+47.41 OFFSET 41.25 L F RIM EL. 278.00 N V EL. 275.52 CB TYPE I S A: 0+69.83 OFFSET.• 0.02 R RIM EL. 280.00 V EL. 277.00 -30" FIR REE C 3 TYPE I S 0+23.88 OFF T 11.83 L RIM EL. 278.50 - 24 " ER NV EL. 275.50 31 32.32 80 VI CI NI T Y MAP SCALE 1-200• 3.5' WIDE CONCRETE SIDEWALK 4 " MIN. THICKNESS BROOM FINISH 1 " RADIUS V Z COMPACTED SUBGRADE MIN. OF 5/8" OR 1 1/4" GRA VEL AS DETERMINED BY THE ENGINEER. 18" MONOLITHIC SIDEWALK SECTION (TYPICAL S. W. AT PERIMETER OF BLDG.) (ON -SITE ONLY) C8#1 TYPE I STA: 3+21.24 OFFSET 16.00 L RIM EL. 280.70 INV EL. 277.70 STA 3+19, 1' RT. -GROUND EL. -280.8 INV EL. 274.52, 8"PVC STA 3+68.01, 1.39' RT. WA. INV EL. 277, 4" DI EX. SS MH. RIM EL. 284..04 INV EL. 276.90, 8"o �- BUILDING WALL SECTION B-B, 1 "= 4' C) �q AUG 0 3 r W-r 7Z EIVED np • w ova SIP TO r �. * � e r s• ti y W-- Ara '5 M'rJ• . jFrj-JMM�AJMM • w r f ow 0 z rr. � w AMI • ,� , ,�•q; too �,1rri s • � � s' „ fin. + V w • !' I TI$ L 0 Vila i •y y , Mk pft- r s� �:1 � ♦ t t FT -T�Jr Isk Aw ^��%RR� N GTO zi"►.. ' . ' ' ems.. 1 �.,.. ♦ e : ` • r• • • • CA MAC 4 w • ,•r. /Aft �.•.x\4j GI • • ' v w • ,{ •�.., -Z , f • ram, • ' ills1170 q • •R f ,Nei 00 ``� . ` . +'� z ; i •• .""'� ram.. U't •�. Jr • i t • I � . •i• w w ' • , • • ` • • • • • • M.f"rr !`"�'► ,yam . • �� »`' •' ARTHUR, BURCHILL > • . • !� • ,4dL— raw .�► iw�wi%F �► . �.rr* .► .rrrru�wiw � w�M� • •+�wu► � ♦ wwri�r w urrrrw.r � I•,,,,,,,,�,r„ ,� af.r�.r4r• ■..W.rriR.�..,r,. • • f :tr - 1 Ee IN 561, HIGF PICKETS THAT A CANNOT (bx6 POE PLANS IN57ALL HORIZONTALLY SHOWN SIDE ELEVATION SCALE: 1/4" = 1'-0" CiIYOFRE, , �CEIVED i! FERRARI DESIGN GROUP ARCHITECTS, PS 12277134TH COURT N.E. SUITE 203 REDMOND, WASHINGTON 98052-2433 425.821.3383 (OFFICE) 425.821.3213 (FAX) ARCHITECT: PROJECT: CAMBRIDGE APARTMENTS 25xx N.E. Nineth Place Renton, Washington SHEET INFORMATION: EXTERIOR SIDE ELEVATION OWNER: GERALD RIEKER & SOUNG HEE 11017 101st Place Kirkland, Washington 98031 TENANT: NIA REVISIONS: DELL C: D:\FDGDWG\99\99121.00\9121A3.dv XREF(S): NONE THESE DRAWINGS ARE THE PROPERTY OF FERRARI DESIGN GROUP, P.S. (FDG) AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER EXCEPT WITH PRIOR WRITTEN PERMISSION FROM FOG. FERRARI DESIGN GROUP. P.S. ® 1999 ALL RIGHTS RESERVED. Checked By: FAEFFERNAN/C.H. Drawn By: C.HUETHERIHY Date: JULY 30,1999 Sheet No.: 3 PERMIT DRAWINGS A3Of 8 Job No.: 99121.00 �n*.tQnairintti earusi r [-4 - I V -1 1 L I L-' I FOR STEPS TO GRADE OF Ib"+ TYPICAL AND SIDEWALKS AT ENTRY AT ENTRY FRONT F.LF.VATION 5GALE: 1/4" = 1'-0" i L OF `ti►�° ina+. 11 FERRARI DESIGN GROUP ARCHITECTS, PS 12277134TH COURT N.E. SUITE 203 REDMOND, WASHINGTON 98052-2433 425.821.3383 (OFFICE) 425.821.3213 (FAX) ARCHITECT: 4733 RE IV AE 4NCIS X. HEF ERNAN, JR. STATE OF WA HINGTON PROJECT: CAMBRIDGE APARTMENTS 25)0( N.E. Nineth Place Renton, Washington SHEET INFORMATION: EXTERIOR FRONT ELEVATION OWNER: GERALD RIEKER & SOUNG HEE 11017 101st Place Kirkland, Washington 98039 TENANT: N/A REVISIONS: DELL C: D:\FDGOWG\99\99121.00\9121A1.dv XREF(S): NONE THESE DRAWINGS ARE THE PROPERTY OF FERRARI DESIGN GROUP, P.S. (FDG) AND ARE NOT To BE USED OR REPRODUCED IN ANY MANNER EXCEPT WITH PRIOR WRITTEN PERMISSION FROM FOG. FERRARI DESIGN GROUP, P.S. © 1999 ALL RIGHTS RESERVED. Checked By: F.HEFFERNAN/C.H. Drawn By: C.HUETHER/HY Date: JULY 30,1999 Sheet No.: 1 PERMIT DRAWINGS Al O6 Job No.: 99121.00 E S 0 01 C n tiF N.E. 9th PL W C/'QC�E 2 taj i 'K Ln 0 0 2 'K 3 w W N'r 9�h ST, ri N�IGINITY 1�� SCALE: NO SCALE LEGAL DESCRIPTION LOT IOg AND 115 LOT 115 - PARCEL #Og23O5-g113-04 5-T-R Oq-23-05 LOT 1113 OF NW 1/4 BEG 30 FT N OF 5E ALG E LN OF SD 5UBD 180.6-7 FT TH PLW 4 i5 FT E MEAS AT R/A FR W SD PLL LN 180.67 FT TH E 86.08 FOR OF NW 1/4 OF NW 1/4 OF 5W 1/4 GOR OF SD SUED TH N 00-15-50 W S 8g-58-10 W 55.88 FT TO NXN LN LN OF E 1/2 OF 5D 5UBD TH 5 ALG FT M/L TO FOB LE55 ST. LOT IOq - PARCEL #Og2305-910q-00 5-T-R Og-23-05 LOT gIOq OF E 1/2 OF NW 1/4 OF NW 1/4 OF W -75 FT OF N I60 FT OF 5 IqO FT SW 1/4 OF NW 1/4 LESS ST PROJECT DATA ZONING: ZONED RM-G (RESIDENTIAL MULTI -FAMILY - SUBURBAN CENTER) DEN51 TY ALLOWED = 10 TO 20 UNITS/ACRE UNITS APPLIED FOR = 12 UNITS LOT AREA: TENANT: VACANT LOT AREA = 26,156 S.F. (.06 ACRES) ?=00�RIN" OF BUILDING = 4,238 5.F. IMPERVIOUS AREA = 8,543 S.F. TOTAL IMPERVIOUS AREA = 50% LANDSCAPE AREA: 13,075 S.F. w BUILDING DATA: p U.B.G. Igg-T BUILDING CODE d' TOTAL BUILDING = II,g64 S.F. 12 UNITS AT Qq-7 S.F. EACH ° FIRST FLOOR = 3,g88 5.F. O . SECOND FLOOR = 3,g8fy S.F. z THIRD FLOOR = 3,1188 S.F. _ 0 PARKING REQUIRED = 1.5 STALLS PER 0 UNIT + .25 STALLS PER UNIT (61JE5T) = 5TALL5 REQUIRED: 21 TOTAL STALLS PROVIDED: 21 5TALL5 BUILDING HEIGHT ALLOWED: 35'-O" BUILDING HEIGHT PROPOSED: 35'-0" BUILDING/SITE NOTES 1. REFER TO CIVIL PLANS FOR GRADING AND DRAINAGE INFORMATION. 2. BUILPINC75 TO EOUIPED WITH A FULL FIRE ALRAM SYSTEM. I" WOOD LATTICE SET IN I x2 FRAME 4x4 PRE55URE — TREATED POSTS SET IN CONCRETE 1/2"x8 CEDAF PLANKS 2x4 PINE — FRAME SOLID GONG. FOOTING SHED ROOF w/ — ROOFING TO MATCH BUILDING OPT. NEWSPAPER—\ "GUBBIE5" (6x6 PRESSURE TREATED POSTS SET IN CONCRETE MAILBOXES PER UNITED P05TAL 5Y5TEM 2x4 P.T. FRAME SOLID GONG. FOOTING * FENCE TO BE SPRAYED w/ CLEAR P057 GAP WEATHER PROOF SEALER II II II II u u 8'-0" TYPICAL FENCE DETAIL * UNIT TO BE 5PRAYED w/ CLEAR WEATHER PROOF SEALER OR PAINTED TO MATCH BUIL DiNe-- ri0000� 0000 MAILE30X DETAIL NO 50AI F POST GAP BUILDIN 57-REET NUMBERS TO BE MOUNTS ON P05T 0 : Q cv 86.02' S 88° 51' Sq" E ...... ry v CONCRETE CURB Q REAR YARD TYPICAL O �A 15.0' SETBACK LINE �5.01' S 880 51'5q" E ool (4) 8" GOTTONWOOD5 { - TO BE REMOVED PROVIDE 50REEN D f -1 I X I6 _ FENCE AND GATE LN ONC. p EFUSE t AT REFUSE PAD - REAR YARD 40'-4" 15.0' ETBAGK LINE 37 -8 g'-4" 31- ' EG LE + O o ------------- ROGKkRY PER - 30" ALDER TREE � r mot' I CIVIL (PLANS I I TO BE REMOVED I I 211 � t UNIT ( I I I I I LINE OF CARPORT I I OVERHANG. TYPICAL I I I I PATIOS AT ( ( I LOWER FL OR 2 UNITS. TYPI SAL 6X12 ° ' I A I If 1 Ib I I n iI i I81 il:. UNIT I - I w I . I 4 r I Z 1 w �P l d I = o w( pl I I 171 m -1 I - �p 4" WIDE PAINTED I ;t �) PPARKING STRIPPING w I N zl I dJ I I V I i z ~ Q W vl I I I Q I O I I I } I Q o I PROVIDE STEPS I I I O uD l PER 517E GONDI71&N5 6 UNIT I I I 5 I I I ( I I I I I i HANDICAP PARKING STALL. I I ROVIDE 51GNAGE AN I I LINE OF UNITS P14 TYPICAL RAMP] PAVEMENT MARKINGS ER I 1:12 CITY REGtUIREMENT5 I I t t ° D' I I j SPRINKLER R 5ER I I I I ROOM °I I I I I I I I I I I I I I ° UNIT 1 1 2 di I c � ► I tul l PROPOSED ASPHALT „ ni I CONCRETE DRIVEWAY 3� -8 50" FIR TREE — -- — -- — — — — — — — TO BE REMOVED 6HIGH WOOD 20.0' SETBACK LINE w ------------ — ` —'- — — — — _ —---------J � FENCE w/ 4x4 O FRONT YARD z0 MAILBOXES —C BASE POSTS t < PER DETAIL CONCRETE CURB SEE DETAIL I/5D-I ry 2/5D-I TYPICAL ------------------—— ------------------— — — — — — — — — — — — — ------ t --------------- 24"ALDER TREE —-------------------------= — N TO BE REMOVED EXISTING -q 5'- " 18'-g" + - LIGHT BOLLARD i UTILITYtr ON PHOTOCELL 75.55, S ° 51,511, E EASEMENT TYP I GAL O NEW LUMINAIRE t 0 N CONCRETE 51DEWALK AND CURB (NEW) " 86.00' '-OI' 20'-q" 26'-0 " 1 24'-0" - - - N.F. QTH PLACE EXISTING LUMINAIRE AND POWER POLE ]TH SITE f'LAN ®111111N 2 - 14 _LOp@ CITY OF WG 0 3 1�9� FERRARI DESIGN GROUP ARCHITECTS, PS 12277134TH COURT N.E. SUITE 203 REDMOND, WASHINGTON 98052.2433 425.821.3383 (OFFICE) 425.821.3213 (FAX) ARCHITECT: PROJECT: CAMBRIDGE APARTMENTS 25xx N.E. Nineth Place Renton, Washington SHEET INFORMATION: SITE PLAN; LEGAL DESCRIP, SITE DATA; SITE DETAILS OWNER: GERALD RIEKER & SOUNG HEE 11017 101st Place Kirkland, Washington 9803, TENANT: NIA REVISIONS: F—T --d DELL C: 0:\FDGDWG\99\99121.00\9121SO1. XREF(S): NONE THESE DRAWINGS ARE THE PROPERTY OF FERRARI DESIGN GROUP, P.S. (FDG) AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER EXCEPT WITH PRIOR WRITTEN PERMISSION FROM FOG. FERRARI DESIGN GROUP. P.S. C 1999 ALL RIGHTS RESERVED. Checked By: F.HEFFERNAN/C.H. Drawn By: C.HUETHERMY Date: JULY 30, 1999 Sheet No.: 1 PERMIT DRAWINGS SDI Of Job No.: 99121.00 CONTINUOUS GUTTER OVER Ix FASCIA ROOF DESIGN LOAD = 55 P.S.F. GONTI NUOU'. OVER IX F. T.O. E ABOVE CGR 5 1 � lu Q 0. 5 8" x 15' 85 x 1 6LB F-V3 EAM 5 /8" x I GLB bF-V5 BEAM II ... �I m �9 -PRE-MANAUFACTURED ra IE P JAr-<5 ® 24" X. I " GLB F-V5 EAM 5 1/ " x 15" GLB I -V3 AM II LL END BAY 19'-8" CENTER BAYS (U.N.0) BEAM ROOF PLAN 0 5 18" X I OLB I F-V3 EAM 5 b_?C I GLB SF-V5 AM — — (::>xb PRE55 TRTD. II w � PO BEL A d ~ p O PRE-MANAUFAGTUR;:D• END JACKS ® 24" M m LL o O w � � I t- zd u vCL b:12 I I� D. j) a II 15" GL 16F- BEA 5 I/8" X " GLB 16F-V BEAM i CENTER 5AY5 (U.N.0) Iq'-b" END BAY ROOF FRAMINO PLAN SCALE: 1/4" = I'-O" inr.,�a�airi��l ea=uel T �V�TYP. TYPICAL ELEVATION ROOF 7RU55E5 PER ROOF PLAN. PROVIDE HOLD DONN5 AS DETAILED ON TRU55 SHOP DRANIN65. 51 MPSON COLUMN CAP SIZED PER STRUCTURAL ENOI NEER SXb P.T. P0575 TYP. BEAM DETAIL NO SCALE SCALE: 114" = I'-C" SIMPSON C BASE SIZE PER 5TRUC ENGINEER SUBBASE f PLANS :TE FOOTING ER 5TRUC7. ENGINEER T PAVING PER _AN5 POST BASE DETAIL SCALE: NO SCALE CKERIES AND ADES PER CIVIL PLAN TRU55ED ROOF PER FRAMING PLAN POSTS SPACED PER STRUCTURAL PLAN COMPOSITION ASPHALT SHINGLES OVER 50# ROOFING PAPER AND 1/2" PLYWOOD ROOF SHEATHING 2 fSD2 TYP. 5UILO)INO SECTION SCALE: 1/4" = 1'-0" I /�1.A=/1G1 TI /tAl AG=Li Al T ASPHALT DRIVE 5D2 TYP. SIDE ELEVATION SCALE: 1/4" = 1'-0" NOTE: 1. TRUSS LAYOUT TO BE REVIEWED AND APPROVED BY TRUSS MANUFACTURER PRIOR TO CONSTRUCTION. ALL CHANGES AND OR ADDITIONS TO THIS PLAN TO BE SUBMITTED AND APPROVED BY ARCHITECT PRIOR TO CONSTRUCTION. 2. TRUSSES SHALL BE DESIGNED BY A REGISTERED WASHINGTON STATE ENGINEER AND BE FABRICTED FROM ONLY THESE DESIGNS. 3, TRUSSES SHALL BE STAMPED BY THE MANUFATURER OR BY A QUALITY CONTROL AGENCY SUCH AS THE WASHINGTON STATE TRUSS FABRICATORS COUNCIL. 4. ALL ROOF TRUSSES SHALL BE FRAMED AND TIED INTO THE FRAP'IEWORK AND SUPPORTING WALLS SO AS TO FORM AN INTEGERAL PART OF THE WHOLE ROOF, TRUSSES SHALL HAvE JOINTS WELL FITTED AND SHALL HAVE ALL THE TENSION MEMBERS WELL TIGHTENED BEFORE ANY LOAD IS PLACED UPON THE TRUSS. DIAGONAL AND SWAY BRACING SHALL BE USED TO BRACE ALL TRUSSES. CONTINUOUS GUTTER OVER IX FASCIA BD. T.O. BEAM ELEV. ABOVE GRADE (MIN.) BEAM PER ROOF FRAMING PLAN ROCKERIES AND GRADE5 PER CIVIL PLAN ' T.O. BEAM ELEV. VE GRADE (MIN.) FERRARI DESIGN GROUP ARCHITECTS, PS 12277134TH COURT N.E. SUITE 203 REDMOND, WASHINGTON 98052.2433 425.821.3383 (OFFICE) 425.821.3213 (FAX) ARCHITECT: PROJECT: CAMBRIDGE APARTMENTS 25xx N.E. Nineth Place Renton, Washington SHEET INFORMATION: ROOF FRAMING PLAN; ELEVATIONS; DETAILS; OWNER: GERALD RIEKER & SOUNG HEE 11017 101st Place Kirkland, Washington 98Z TENANT: NIA REVISIONS: DELL C: O:\F0GDWG\99\99121.00\9121SO2. XREF(S): NONE THESE DRAWINGS ARE THE PROPERTY OF FERRARI DESIGN GROUP, P.S. (FDG) AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER EXCEPT WITH PRIOR WRITTEN PERMISSION FROM FOG. FERRARI DESIGN GROUP. P.S. © 1999 ALL RIGHTS RESERVED. Checked By: F.HEFFERNANIC.H. Drawn By: C.HUETHER/HY Date: AUGUST 24,1999 Sheet No.: 2 PERMIT DRAWINGS SD2of 2 Job No.: 99121.00 NOTES PLANT I NO NOTES: ALL PLANT MATERIAL5HALL BE NURSERY GROHN ONE (1) YEAR MIN. DI5CREPANCIE5 SETHEEN PLANS AND SITE CONDITIONS SHALL BE 5R000HT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO PROCEEDING, ALL DIMENSIONS FOR PLANT HEIGHT, SPREAD AND CALIPER ARE MINIMUM REQUIREMENTS. TOP501L IN ALL ON -GRADE AREAS TO BE PACIFIC, TOP501L 5-WAY MIX . ON 51TE TOP501L MAY BE UTILIZED AND AMENDED A5 NECCE55ARY TO MEET MINIMUM REQUREMENT5 OF 5 HAY MIX. IF SUFFICIENT ONSITE TOPSOIL 15 NOT AVAILABLE BALANCE SHALL BE MADE UP H/ 5 WAY MIX. BED AREAS TO RECEIVE 4" DEPTH OF TOPSOIL LANN AREAS TO RECEIVE 4" DEPTH OF TOPSOIL SUBCRADE5 TO BE SCARIFIED A MINIMUM OF 6" PRIOR TO PLACEMENT OF TOPSOIL TOPSOIL SHALL BE FULLY INCORPORATED INTO 5U$5-RADE TO A DEPTH OF 6" PLANT MATERIAL TO RECEIVE FORMULA 4.2.2 TRANSPLANTER A5 MANUFACTURED BY PACIFIC AORO. CO. AT THE FOLLONING RATES TREES: 8 OUNCES EACH SHRUBS: 4 OUNCES EACH GROUND COVER: 2 OUNCES EACH PLANT MATERIAL TO RECEIVE AORIFORM PLANT TABLETS 21-GRAM AT THE FOLLOHIN5 RATES 7REE5: 4 TABLETS EACH. 5HRU55: 2 TABLETS EACH GROUND COVER: I TABLET EACH. CONTRACTOR TO DETERMINE QUANTITIE5 OF PLANT MATERIAL. RR I OAT I ON NOTES ALL PLANTING AREAS TO BE IRRI5ATED W/FULLY AUTOMATED IRRIGATION SYSTEM SYSTEM TO MEET REQUIREMENTS OF LOCAL CODES MAIN LINE SHALL BE 5CH 40 PVC, PIPE LATERAL LINES SHALL BE CL200 PVC PIPE LAHN AND SHRUB ZONES SHALL BE SEPARATE STAKE TO FIRST BRANCHES AS NECESSARY' FOR FIRM SUPPORT PLANT LEGEND Symbol Item 51ze Quantity Ace r rubrum 2"-G01 7 O Azalea sp. 2-601 i0 O 5erberl5 thunbergii 5-501 12 Oledltsla trloconthos 'Inermus' 1 1/2" cal 2 H dran eo macro h Ilo 5-501 15 M Mohonia a uifolium 5-G01 G7 ° M rico californiGa 5-501 20 P Pieris ja onico 'Mt. Fire' 5-501 15 ° Prunus lourocerosus 'Otto Lu ken' 5-501 15 Pseudotsu o menzie5ii 8' 4 R Rhododendron 5p. 5-001 52 n Thu'a occldentalls 'emerald reen' 6' 50 HIRE SHALL NOT TOUGH OR RUB ADJACENT PLANT SO THAT TOP OF ROOT 0 TRUNKS OR BRANCHES BALL 15 EVEN KITH THE ° �- 2" X 2" HARDWOOD STAKES FINISHED GRADE rca� DRIVEN FIRMLY A MINIMUM OF o 15" INTO THE SUBSRADE 12 5AU5E SALV, °o ` HIRE TNI5TED AND ENCA5ED FORM SAUCER WITH 2 HIRE SUPPORTS SHALL BE _"i'lllillll�IIIlIIl01"'2 MULCH IN RUBBER H05E 6 - c{" 3" CONTINUOUS RIM w o 0 2" MULCH FROM TOP OF STAKE _m�� illllllllllll;"` FORM SAUCER KITH USED ON MAIN STRUCTURAL — 1 � I��I��— 5" CONTINUOUS RIM BRANCHES -�Ii�IIIIIIIIIIII�IIJ — SPECIFIED PLANT Mlx, HATER a TAMP l l=1 �- 1 TO REMOVE AIR —11 — =� POCKETS _— I i li=1 =1 I,=1 �_ SPECIFIED PLANTING MiI I=III= =III=III=1 HATER d TAMP TO -I REMOVE AIR POCKETS I I=1 2 X BALL DIA. MULTI -TRUNK -1 M EE STAKI NO SCALE: NOT TO SCALE Clifford Quality Landscapes 2815 NW 62nd Street Seattle, WA 98107 425-864-2797 Fax: 206-285-6570 Renton Apartments 25xx NE Ninth Renton, WA 5Hfi-ZU15 PLANT I NG SCALE: NOT TO SCALE Landscape Planting Plan Drawn By: Revisions: Scott Radford OCT 1 5 1999 Date: 4/5/99 Scale: SCALE 1 "=10' Sheet: CITY REVISIONS OCTOBER 15, IM 0 - AA--T- l� ;v E 0 0 K) 86.02' 5 88° 51' Sq" E v---------- d (� m 3 <L w O z Q GONGRETE CURB J REAR YARD Two _REF. CIVIL. I 15'-O" SETBAGK LINE — DR4WINO5 , 75.01' S 88° 5151q" E I 1 I (4) 8" COTTONWOODS PROVIDE `GREENED � TO BE REMOVEDFENGE AND GA °IUUSE AT REFUSE PAD , REAR YD ARI �p SIM. TO I/SD3. 40'-4"— 15'-O" SETBAGK LIN 57'-8" 8'-4" 4'-6" EG LE + ,- — -- ----- --- _ o I I ( - ROCKERY I ROGKE�Y PER 4 CIVIL PLANSL150" ALDER TREE I ;, � I TO BE REMOVED UNIT I j — — — — — — — - j LINE OF CARPORT ROOF OVERHAND. TYP. GONGRETE PATIOS , AT LOWER FLOOR UNIT. O12'-O2 TYP. 6'-" " II 3 III ) I SD3 TYP. I k 1 I I I I I 1 I I ! ° -I- - — �I �I T I I' UNIT 1 I I SL 1 I _�— L1 I I ° Q I � I v W < 4' WIDE PAINTED v �,ARKING STRIPPING u 1 N Z to ,— I 1- z pi < I QI p of oIo , I I I PROVIDE STEPS - Q I PER 51 TE COND, TI CyNS I I r UNIT I HANDICAP PARKING 5-ALL. I I 1 j PROVIDE 51ONAOE AN PAVEMENT MARKINGS FER CITY REOUIREMEN75. �J � I TOTAL OF 2 - I I I LINE OF UNITS --- - TYPIGA RAMP I L12 I 1 I � I ° 5PRINKL R RISER °I ROOM i I I I 1% UNIT T I �— I I nQ1 4 - -- i — KI o PROPOSED ASPHALT 37-8 �j Ill -Oil I CONCRETE DRIVEWAY I I �I I 50'' FIR TREE ( — — — — — — — — 20'-0" SETBAGK LIN — — — — — — — — — — — — — — — ( TO BE REMV OED — — °----------- -- HIGH WOOD FRONT YARD zL --------------- -- MAILBOXES FENGE W/4X4 _ O CONCRETE CURB POST5 - SEE O v PER DETAIL DETAIL I/S03 m ° 2/5D3 TYPICAL -REF. tV _ CIVIL DRAWIN05 --------------------- --------------------- i 24" ALDER TREE - --- -- --------------- EXISTING I'-9" " TO BE REMOVED + —_10H7 BOLLARD 1T UTILITY ON PHOTOCELL 1 EASEMENT 75.55' S 5° 51' 5q" E TYPICAL JL ff p 86.00' S 8 51, 51:1" E _ J a - NEW LUMINAIRE 4'-0" 20'-Q" 26-0" 24'-0" O NEW CONCRETE SIDENALG AND CURB/GUTTER TO CITY OF RENTON STANDARDS PREVIOUS 10'-0" DEDICATION -REF, CIVIL DRAWINGS. �.�. ��� ����� TO (CITY OF OF RENTON RECORDING i— - - - — - — - - — - — - — - - - - --- - ------- NO. a005270551 EX1571NO LUMINAIRE AND POWER POLE SITE f'LAN - SCALE: I" = 10'-0" - 11 FERRARI DESIGN GROUP ARCHITECTS, PS 12277134TH COURT N.E. SUITE 203 REDMOND, WASHINGTON 98052.2433 425.821.3383 (OFFICE) 425.821.3213 (FAX) ARCHITECT: PROJECT: CAMBRIDGE APARTMENTS 25xx N.E. Nineth Place Renton, Washington SHEET INFORMATION: SITE PLAN; LEGAL DESCRIP.; SITE DATA; SITE DETAILS OWNER: CAMBRIDGE HOMES NW 11017 101st Place Kirkland, Washington 98034 TENANT: NIA ' R OCT 1 5 1999 1 REVISIONS: QCITY REVISIONS OCTOBER 15,1999 DELL C: D:\FDGDWG\99\99121.00\9121SD1.dwg XREF(S): NONE THESE DRAWINGS ARE THE PROPERTY OF FERRARI DESIGN GROUP, P.S. (FDG) AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER EXCEPT WITH PRIOR WRITTEN PERMISSION FROM FOG. FERRARI DESIGN GROUP, P.S. ® 1999 ALL RIGHTS RESERVED. Checked By: F.HEFFERNAN/C.H. Drawn By: C.HUETHERIHY Date: AUGUST 30,1999 Sheet No.: 1 PERMIT DRAWINGS SD1of 3 Job No.: 99121.00 SR`�ri��1 e E n S I N. c mi'loy- Mod, 01 u u -p REAR YARD CONCRETE CURB - � I N I TYP, -REF. CIVIL. 5ET5AGK LINE DRAWINGS �O'-3" 3'-Q'� (4) 8" COTTONWOODS I 11 O 1 1 TO BE REMOVED ----- I --------- -, = , � I '-O"X! '- �p -� it 11 ONC. 'n EFUSE 0 I t REAR YARD i l 40'-4" 5'-O" SETBACK L!NE,- 3 -g B'-4 4 _b,EG LE + I I 0 �1 PERL ANS I i 50" ALDER TR E 12 I L. ~I- TO BE REMOVED 1 L-; UN 'T PROVIDE 5GREENED I i i LINE OF CARPORT ROOF 1 FENCE AND GATE 1 O _E G. TYP. I AT REFUSE PAD. CONCRETE PATIOS AT _ SIM. TO LOWER- FLOOR UNITS. I` - - - - ---� � 1,41 j SD3 TYP. 1 I -I -C, L;N NO C:RP RT5 CARPORTS ON / J THESE TALLS. 1 �J I 12 STALLS. -A Q W W -_- - - - - -:' -�--4i _ ---s-- U w - 4" WIDE PAINTED Ia - w PARKING STRIPPING 17 I t I(y 1 0 Qo -- -- 1 - -__ Z oip t'-A PRG V DE STEPS I v ( w0 O PEIZ SITE GONDITION5 i I � - . — - HANZD GAP =ARK NO 57A'- PROVIDE 51GNAGE ,AND - I 7 PAVEMENT MARKINGS PER O 1 I }a I ` CITY REOUIREMENTS. I I / TOTAL 0 2 I 1 LINE OF UNITRAM S - -"'�'{ ���` -'.,` •`-_ _�.< 1 1 I SPRINKLER ROO' ' I UNIT 503 0 2 1 i K - u; PROPOSED ASPHALT ^ ---- - 10 CONCRETE DRlVEWA�' 1 i to I �G _ R TREE L I - - - - - - --------------- ------ TOfiE REMOVED w I - ------ I - - 1 O'-O" SETBACK LINE V - - HIGH WOOD FRONT 'rARG E NCE W/4X4 O /- P05T5 - SEE O I 0 PER DETAIL GO RETE CURB 1 DETAIL^� --- iy i 2/5D3 TYPICAL - REF. I CIVIL DRAWINGS ALDER TREE TO BE REMOVED 1 EXISTING LIGHT BOLLARD 1 UTILITY - ON PHOTOCELL EASEMENT TYPICAL _ 56.005 8 5 ' 5"1" E T 3 , 24'-0" IL CITY OF RENTON STANDARDS �-- PREVIOUS 10'-O" DEDICATION __ REF. CIVIL DRAWINGS. - - - - --- - _ --- - ^N-E. c1TH FLACE TO CITY OF RENTON RECORD", NO. 8005270551 EXISTING LUVINAIRE AND POWER POLE SITE PLAN E: 1" = !0 -O d O r CP o 7 ow CD 0 FERRARI DESIGN GROUP ARCHITECTS, PS 12277134TH COURT N.E. SUITE 203 REDMOND, WASHINGTON 99052.2433 425,821,3383 (OFFICE) 425,821 . 3213 (FAX) ARCHITECT: a733 ) T -. vI 1 Z* Y' f a FRANCIS X. HE STATE OF WAS INGTON PROJECT: CAMBRIDGE APARTMENTS 25xx N.E. Nineth Place Renton, Washington SHEET INFORMATION: SITE PLAN; LEGAL DESCRIP.; SITE DATA; SITE DETAILS OWNER----- ---- - - CAMBRIDGE HOMES NW 11017 101 st Place Kirkland, Washington 98034 TENANT; NIA REVISIONS: ACITY REVISIONS OCTOBER 15, 1999 ADMIN MODIFICATION FEBRUARY 6, 2001 I i I 1 i I DELL C: 0:\FDG0WG\99\99121.001,912ISO, XREF(S): NONE THESE DRAWINGS ARE THE PROPERTY OF FERRARI DESIGN GROUP, P.S. (FDG) AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER EXCEPT WITH PRIOR WRfTTEN PERMISSION FROM FOG. FERRARI DESIGN GROUP, P,S. © 1999 ALL RIGHTS RESERVED. Checked By: F.HEFFERNANIC.H. Drawn By: C.HUETHER/HY Date: AUGUST 30, 1999 Sheet No..