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HomeMy WebLinkAboutPlan, Tentative APPLICANT 6/3/2014 (3)EXISTMGR PAWMCs AREA PROPOSED STRIPED CROSSMG EXISTMG R, o. W. ACCESS EASEMENt _ 1 � 1 STOP SIGN 4 PANTED RESTR4MMCs LINE "'---- AREA WEASEMENT va!� --v (E) DIRECTI G PA WJt�its LIGHT i i i 6T ACK LME q NO �Lk- x1 A 61, CUM l FIRE Oft t � AAT=V CY ' (Nl '6 a O ffi TACTI WARNMCs F N) CONC. 1U�A, K � 29R S% � ca i r►�p,. S� ♦ °� + w_ . .raw +rr• rarrwrr s �s 34 ���" °� 0 1 o 1 (SMGLE) DIRECTIONAL,. • Cut -OW PAMNO � - LK*rrMG +6" c;UpaS + - " (E) CS w' -0N , DIRECTIONAL CUT - ,� ?.�. PARKMG l.k#1t 6" CURS O �" o DRAINAGE WAY 001'''IPACT 241-0v 4- 1 COMPACT / EXIStIW,s WIL21NG / \ � Pf�OPOSED RETAIL T.i. SJ". � tN1 CUT- WALL -MTD. ow 6F. FIXTURE ( 0 ® CC)Mi°DAGT 1 S i6 • l*q ce /tE) TREE ® DRAINAGE WAY (E) W AL.GREENS Dome PARKING i t f 2 COMPACT O 4 DIRECTIONAL CU't+ -OW / \ PARKING L*HTMG eu b" cxm 2 E: > ik a (El cx�S s ffi SERVICE ACCESS 4 DRIVE -UP r rE) C.S. S 1104E WAY„ SLAB-MTD. "DRIVE -Lqc" SIGN FOR TACO TIME (E) LA%C*CA=E O ` o O O 241 -ow TREE \ \ (F) \ LANDSCAPE No TREE � tN) LANDSGAi°E (E) CURS n (N) LANDSCAPE / (N) 2"0 TREE r O lEl 0 (E) ... _ .....r.......... �.......__....... ter... _ ....�........... ... _. ,..�....� ............r... _ _. �. ,.�_ �. .�...... _ .�..... ,.. .�..r._... «.. «r..r.......�....._ .� .... _ ..r,....r� ....�......»._ _ o (E) a' SIDEWALK (E) POLE LIGHTS (E) c:1. ' 30' -0• f (E) CUT TO DE 046MOI � C UR15 CUt (E) CUT To REMOVED - ----mss 80. 5 6 ON ST=,=r=T SIM FLAN Z SCALE : 1" = 10' -0" Ell 60 !v.0. UL— I� ►t L.ECrt,4L 12ESCE91 IONL MAP 11023344 Tax LL2t 2Q2. (Existing Taco Timm Zoning: CC - Community Commmercia l Owner: Aoyama Holdings T,Ax_ Lot 10Q1 (Property to east of Taco Time) zoning: CC - Community Commercial Owner: Kemuri LLC 5 TE., ■ 1p" s SITE AREA: 32,110 Sr-. 1BUILDINGS: 4800 S+F. 159'0 (I STORM NEW TACO TIME 2166 Sr-, (E) SUILDINGG 1550 Sr-. (N) ADDITION 1084 S+F. LANDSCAPING: 3126 S.F. IIZY0 (APPROX. i_ANDSCAPE WIT 4 M PAWM AREA 32%) PAVIW-sAIJALKS: 22,400 S.F. _ '13.29`0 BASK. VEHICLES: RESTAURANT: 1:100 (2166) = 22 ftTAIL, : 1:300 X634) = 9 31 REQ'D (E) SHARED PARKINCG/EASEMENT = i SPACES PROVIDED = 41 51KES: 1:600 = 48$0/600 = 8 REQ'D 2 LOWG TERM /6 SHORT 'PERM • SITE IS NOT IN THE TIME OF TRAVEL ZONE • PROPOSED NUMBER OF EMPLOYEES: NEW RETAIL T.I.: APPROX. 4 NEW TACO TIME: 5 m • • 1 i i v- 0000 to In i IL • Eli l "I cu a. • OEM 1 C *low 0 i FL cu all C;) CL .+ cu 0 ,. .. m • • 1 i i HARDWARE SCHEDUL.E DOOR NOTES GROUP "1 FRAME 1. ALL SURFACE MOUNTED CLOSERS/HINGES FOR THE CLOSER KAWNEER SAM 02 CONCEALED OVERHEAD EXTERIOR DOORS SHALL BE INSTALLED ON THE TYPE SINGLE ACTING INSIDE OF THE BUILDING. PIVOTS KAUNEER TOP OFFSET RATING LOCKS KAUNEER CONTROLLER LOCKING SYSTEM 2. ALL EXITS ARE TO BE OPENA5LE FROM THE INSIDE THRESHOLD KAUNEER STANDARD 69 -139 WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE. PULL/PUSH KA NEER 0015 STYLE PULL, CP PUSH 0140 BRONZE I HEAD WEATHERSTRIP SINGLE ACTING "SEAL.AIR" WITH "EPDM" 3. TYPICAL 1/4" DOOR UNDERCUT, UNLESS NOTED 1 BLADE GASKET OTHERWISE. ( UNDERCUT AT LABEL DOORS SHALL SrNAGE "DOOR TO REMAIN UNLOCKED DURING BUSINESS CONFORM TO STATE FiRE MARSHALLS REQUIREMENTS 1 MTL HOURS" I" LETTERS ON CONTRASTING BACKGROUND - ALUM NOTE M DOOR P IN I SI-i NOTE:3 GROUP 02 - GROUPM EXIT DEVICE BAR DOORMATIC 1. 1140 DARK BRONZE CLOSER KAWNEER L.CN2010, SINGLE ACTING 5 PIVOTS KAUNEER OFFSET TYPE 2. PAINT DOOR AND FRAME TO MATCH P -1 ON THE THRESHOLD KAUNEER STANDARD b9 -139 EXTERIOR AND TO MATCH W -6 ON THE INTERIOR PULL/PUSH KAWNEER CO -9 PULL 040 DARK BRONZE 24/AS WEATHERSTRIP SINGLE ACTING "SEALAIR" WITH "EPDM" 3. OAK VENEER 5 PLY SOLID CORE. STAIN TO MATCH OAK NOTE *1,2,3 BLADE GASKET TRIM + OAK DOOR FRAME. APPLY FILLER WITH TWO 13/4111 D COATS OF POLYURETHANE. LIGHT SAND BETWEEN GROUP 013 MTL COATS, CAULK AT BASE OF DOOR FRAME BETWEEN LOCKSET SCHLAGE 040S ATHENS 626 FINISH TILE AND DOOR FRAME. SEAL ALL EDGES. STOP BUILDERS BRASS WORKS '8061 _ BUTTS STANLEY F55119, US260, 4 -1/2" X 4. PAINT GRADE 5 PLY SOLID CORE. 2' - 6 "xb' -8" 4- 1/2 ",1 -1/2" PRS. 1 -1/2 ". APPLY FILLER WITH TWO COATS ENAMEL CLOSER LCN 014011 N DEL AN SMOOTHEE PAINT EACH SIDE. PAINT P -1. KICKPLATE (2) BUILDERS BRASS WORKS, 12" Hx 32" W. PR T.F. SIGN I- "MEN", I- "WOMEN". 5. PREFINiSHED TIMELY FRAME. COLOR BY ARCHITECT ACCESSORIES COAT HOOK ON INSIDE OF DOOR NOTE 03 GROUP 014 3'- 0 "x6' -8" 13/4" LOCKSET SC 4LAGE 0120, ATHENS, 626 NOTE 013 - - FINISH I NOTE i13 10/ BUTTS STANLEY FBB119, US260, 4 -1/2" X NOTE 013 NOTE 013 6 V- 011x6' -8" 4-1/211,1-1/2" PRS. 1 -1/2" WD. NOTE 013 S.C. CLOSER LCN 014040 CUBA -N -STOP, SURFACE WO NOTE 013 10/ 7 MOUNTED -13/411 13/4" A ALUMINOTEM THRESHOLD PEMKO 200 -5AV 1/4" TEMP I - IALUM WEATHERSTRIP PEMKO 306AV 1 I /Al 1 /Al - KICKPLATE . BUILDERS BRASS WORKS 12 "H x 32 1W. 8 3' -0 11x60 -8" 13/411 PEEP HOLE R5 ENTERPRISES MG -GRAY, 1 -800 452 -5216 AT 5' -0° NOTE 031 S.C. OAK OVER TRIM EACH SIDE DOOR MONITOR R5 ENTERPRISES, MONITOR 5000 I WD NOTE 013 101 10/ - IGRoupoi NOTE: W.M.: HOLLOW METAL T.S.: TIMELY FRAME 2X41i2 " ALUM. GROUP 015 DOOR FRAME LOCKSET SCHLAGE DSOPD AT14ENS 626 FINISH BUTTS STANLEY F55119, US26D, 4 -1/2" X 4 -1/2 ", 1 -1/2" PRS. STOP BUILDERS BRASS WORKS 018061, ALUI 1. KICKPLATE (2) BUILDERS BRASS WORKS 12 "14. x 32 "W. PR GROUP % iNT, DOOR HEADIER CLOSER KAWNEER HUSKY DOUBLE ACTING CONCEALED - Al OVERHEAD SCALE 1 1/2" = 1' -011 PIVOTS KAUNEER BOTTOM CENTER PIVOT PUSH CP PUSH %0 BRONZE BACK TO BACK GROUP 01.1 PUSH PLATE BUILDERS BRASS WORKS 0169, ALUM. PULL BUILDERS BRASS WOWS %S -N, ALUM. 5UTTS STANELY FE3E311% U926D, 41/2 "x4l z 1! 11/2 11 PRS. STOP 5UILDERS BRASS WORK 01FOO&I CLOSER LCN SMOOTHEE 01401 N DEL AL KICKPLATE (2) 5UiLDERS BRASS WORKS 12 "H. x 32"W. PR 1 2 :r t r it) Q WO 11 -/ 11 Q \X - cn � no 1 2 2 3 4 5 1 401 rn FiN. GiRADE AT DRIVE -UP ELEV. OF TOP OF SLAB D E F WINDOW TYK'E'S N "T R =2' -10 - - cn � _W_ cn — ELEV. OF TOP OF SLAB E A5 al 9 WINDOW NOTES # I. ALL ALUM. FRAMES TO BE KAWNEER TRIFA5 451/WINDOW MASTER OR APPROVED EQUAL. FRAMES TO HAVE A BRONZE ANODIZED FINISH UNLESS SPECIFIED OTHERWISE. 2. ALL GLASS TO BE DOUBLE GLAZED 1/4" PLATE WITH 1/2" AIR SPACE UNLESS SPECIFIED OTHERWISE. 3. PASS -THRU WINDOW MANUFACTURED BY READY ACCESS "FLUSH MOUNT 1" OR EQUIV. AS SHOWN DOOR 6CHEDULE MARK DOOR FRAME HARDWARE REMARKS EACH SIDE UNLLESS NOTED. E TYPE MAT'L FINISH CORE GLASS RATING MAT'L FINISH EXTERIOR FACE ad NAiLS 6" O.C. EDGES DETAIL PLATE W/ 10d NAILS 4" O.C. STAGGERED. ' OPENING THICK. I HEAD JAMB THSHD 1 6' -0 1100 -0" 13/4" A MTL NOTE 01 MTL 1/4" TEMP - ALUM NOTE M 23/ 13/A5 - GROUPM NOTE 012,3 2 3' -0 1100 -0" 13/411 5 MTL NOTE 01 MTL 1/4" TEMP - ALUril NOTE '1 10 /52 24/AS _ GROUP012 NOTE *1,2,3 3 3'-6 "x10 -0" 13/4111 D MTL NOTE °2 MTL - - W.M. NOTE 012 11LAS IWAS _ GROUP04 NOTE 012,3 4 2' - 6 "xb' -8" 13/411 E WD. INoTr= 014 B.G. - - T.F. NOTE 115 - GROUF S NOTE 03 5 3'- 0 "x6' -8" 13/4" E WD. NOTE 013 - - WD I NOTE i13 10/ - - C- ROUP0M3 GROUP013 NOTE 013 NOTE 013 6 V- 011x6' -8" E WD. NOTE 013 S.C. - - WO NOTE 013 10/ 7 6'- 011x1' -0" -13/411 13/4" A ALUMINOTEM I MTL 1/4" TEMP I - IALUM NOTE 011 1 I /Al 1 /Al - GROUP% OPTIONAL DOOR 8 3' -0 11x60 -8" 13/411 C WD. NOTE 031 S.C. 1/4" TEMP I - I WD NOTE 013 101 10/ - IGRoupoi NOTE: W.M.: HOLLOW METAL T.S.: TIMELY FRAME U \� I 0 CO i'- O "X1'- O"X1j411 TEMP. VISION PANEL DOOR TYPES 64' -3" 2 FURRED 2xb PLUM5ING WALL A4 10' -0" V-0 1/2" 12' -2 1/2" 5 1/2" 4' -811 13 5 1/2" rJ' 1/211 6 A5 A4 elm. XXXXXXXXX77 %=V _ OKI \ ° 111 iQ 5 1/2�O:)MIN5 ME 5 VE 5T i 5UL. E /5 nil 7 A2 108 6 STORAG - 6 RECESSED 5 %0 4 107 A FiRE EXTINGUISHER A2- - <�> PREP. AREA CABINET A5 r 1 1 9 - - - -- --� 8 112 IM _ O N A2 1 ACH. -8 9 A5 i9 31/2" A2 A5 I - 1 5 /.2" ' _ 3 5 1{ 1 -111 Q i Q 11 , Cq A5 A5 ( -T .v cq I j� 4 MOP 81NK 106 20 4 W/H PLATFORM 4 A5 A2 - Q OFFICE _ _ CA A5 SURFACE MOUNT 104 Q — FiRE EXTINGUISHER ' 2 SERVICE O AREA I `� I 105 U 102 I i 2 COOKING A2 SALES AR C E44 OOLER AREA • VERIFY DIMENSIONS 1' -1011 3" 6 5 WITH Ea C. ' cn , LINE OF HOOD ... . 1 ABOVE rn _ b' • _1 cn ' 103. .. .............. . A PROVIDE 22 GA STAINLESS STEEL - - 3 5ACKSPLASH AT I A4 COOKTOP WALLS I ,n 5 1/2" 5 1!2 ° 5 1/2" 611 10° I 1 4' -1 112" CRITICAL DIMENSION CRITICAL DIMENSION 41_g1, VERIFY WI K.E.C. VERIFY W/ K.E.C. 23' -2 1/211 16 A5 cn N • 5 N 5' --111 WALL. TYPES il::�E Y NOTES <f> TYPICAL INTERIOR STUD WALL in height, a structurally integrated portion of the 2x STUDS 16" O.C. 5/8" TYPE 'X' GYP.50. GENERAL. NOTES EACH SIDE UNLLESS NOTED. TYPICAL EXTERIOR STUD WALL 1. 3 1/2" SOUND INSULATION BATT IN OFFICE AND BATHROOM WALLS ?�XXXX SHEAR WALL 1, „ 2xro STUDS 16 O.C. WI i/2 COX PLYWD 2. FIRE EXTi>`�UISHERS SHALL � 10 POUND ABC (VERIFY LOCATION WITH Fib MARSHALL 2xb STUDS 1611 O.C. W1 1/211 COX PLYWO. 2. KITCHEN AND BATHROOM FLR. TO SLOPE TO FLR. DRAINS 10" O.G. MELD 5LOCK ALL PANEL EDGES SHEET A2 AND SPECIFICATIONS. EXTERIOR FACE ad NAiLS 6" O.C. EDGES 3. CONFIRM SEATING LAYOUT DIMENSIONS FOR CANTILERERED PLATE W/ 10d NAILS 4" O.C. STAGGERED. ' 10" O.C. FiELD, 5LOCK ALL PANEL EDGES BRACKETS WITH EQ. CONTRACTOR NON - COMBUSTIBLE 1 -HR WALL W1 2x6. EXTERIOR FINISH MALL CONSIST HANDICAP NOTES GYP.SD. APPLIED AT RiGHT ANGLES EACH L RESTROOMS TO MEET ALL REQUIRED HANDICAP CODES: OF E IFS OVER EPS FOAM INSULATION 4# 5 NOT USED 1" TYPE S DRYWALL SCREWS 8" O.C. TO LAVATORY. MECHANICALLY FASTENED OVER APPROVED S. RIM OF LAVATORY To BE 34" MAX. AND INTERMEDIA'T'E STUDS. STAGGER ALL C. 29" MIN. CLEARANCE UNDER LAVATORY MOISTURE PENETRATION AND DRAINAGE 6. CURB 5Y G.C. CABINETS BY K.E.C. SEE K -6 DTL 0120/A5 11 SHEET OVER 112 CDX PL'Y'WD. SHEATHING 1. NICHE V -6 1/2" AF.F., SEE INT ELEVATIONS TYPICAL INTERIOR STUD WALL in height, a structurally integrated portion of the 2x STUDS 16" O.C. 5/8" TYPE 'X' GYP.50. GENERAL. NOTES EACH SIDE UNLLESS NOTED. L REFER TO K SHEETS FOR KITCHEN AND SEATiNG EQUIPMENT INFO. ?�XXXX SHEAR WALL 1, „ 2xro STUDS 16 O.C. WI i/2 COX PLYWD 2. FIRE EXTi>`�UISHERS SHALL � 10 POUND ABC (VERIFY LOCATION WITH Fib MARSHALL EACH FACE Sd NAILS 6" O.C. EDGES 3. VERIFY LOCATIONS OF RECESSED BATHROOM FiXTUREs SEE 10" O.G. MELD 5LOCK ALL PANEL EDGES SHEET A2 AND SPECIFICATIONS. W/ 2xb. NAIL ROOF DIAPHRAC:M INTO TOP FURNITURE LAYOUT AND CA5INET DESIGN SHALL PLATE W/ 10d NAILS 4" O.C. STAGGERED. COMPLY WITH OSSC SECTION 110921. RESTAURANTS .T .� AND CAFETERIAS NON - COMBUSTIBLE 1 -HR WALL GA FILE WP 1200: ONE LAYER 5/8" TYPE 'X' HANDICAP NOTES GYP.SD. APPLIED AT RiGHT ANGLES EACH L RESTROOMS TO MEET ALL REQUIRED HANDICAP CODES: SiDE OF 3 5/8" METAL STUDS 24" O.G. W/ A. INSULATE EXPOSED WASTE AND HOT WATER PIPES UNDER 1" TYPE S DRYWALL SCREWS 8" O.C. TO LAVATORY. VERTICAL EDGES AND 12" O.C. TO RUNNERS S. RIM OF LAVATORY To BE 34" MAX. AND INTERMEDIA'T'E STUDS. STAGGER ALL C. 29" MIN. CLEARANCE UNDER LAVATORY JOINTS 24" MiN ON EACH SIDE. D. 50TTOM OF MIRROR TO BE MOUNTED AT 38" i 23' -8 1/2" 81-511 v AN Vy 11 -311 51/21, SEATING LAYOUT SEE SHEET K-1 FOR DINING AREA rl 2 AS / 0-4 1 11 51-611 4 e 1 o, o 23' -11" rl 5 AS 14 A5 _ o e g1 --111 E. MOUNT TOILET PAPER 14OLDER AS SPECIFIED ON SHEET A2 F. 6RA5 5ARS TO BE MOUNTED PER SHEET A2 AND DETAIL 11 /A5 2. DOOR HARDWARE TO BE MOUNTED 30" TO 44" HIGH AND AND SHALL BE OPERATED WITH A MAX. PRESSURE OF 850 FOR EXTERIOR DOORS AND SA FOR INTERIOR DOORS. 1109.2.9.1 Dining surfaces. Where dining surfaces for the consumption of food or drink are provided, at least 5 percent, but not less than one, of the dining surfaces for the seating and standing spaces shall be accessible and be distributed throughout the facility and located on a level accessed by an accessible route. Where a bar or counter is provided for consumption of food or drink exceeding 34 inches in height, a structurally integrated portion of the _ Fain bar or counter shall be provided, a minimum 60 inches long or 5 percent of the length, whichever is greater, and 28 to 34 inches high. Clear floor space for forward approach and Knee and tore clearance shall be provided. Flip -up counters, adjacent tables and similar `-- devices shall not be permitted to satisfy this requirement. 1 ff 4 A4 � cct 1 ( _ A4 1 5 11211 13 A5 -' to N WALL KEY e 3 U 4 z w 1 • 1 1 1 1 4L A3 SCALE: 141 8 11 -011 T P -4 4 FACED PAN WITH 11 SEE SN.T. SN1 SCALE: 1/411=11 -011 KE*",r- NOTE5: � I .r 1 s . • GENERAL NOTES EXTERIOR INSULATION AND FINISH SYSTEM, TEXTURE TO 5E FREESTYLE (SPANISH) � �R TO �� SN-I, VERIFY WITH OWNER wwo I. PROVIDE 4-0 INSTALL 6" HIGH ALUM. ADDRESS NUMBERS. INSTALL 80 THEY ARE VISIBLE FROM STREET. FORMED METAL ROOF 5Y METILE, CUSTOM COLOR MATCH SEE SPECFICATIONS FOR MORE % OPTIONAL NEON 5ANOS, R ; R TO SHEET SN -1 TO -4 P -3. INFO. CLOCK, EXTERIOR MENU $pARp3 AND SICaNACsE. TWO BANDS VERIFY WITH OWNER i�y7 • � 1211 WIDE RECESSED ACCENT 5ANO, SEE DETAIL < $ > ROOF LIGHTS, REFER TO "E" SWEETS AND COLORS, 21/A5, PAINT P -4 000 4 PERMANENT STL LADDER, PAINT TO MATCH P EXTEND 3011 ABOVE PARAPET, 14" WIDE MIN. 9 OPTIONAL EXTERIOR LIGHTS, PAINT FIXTURE TO MATC 4 P -3, co •� -1. cu WITH 14" MAX. SPACINCs FOR RUNGS - 5 CUSTOM E Pb. CORNICE SEE DETAIL 4/Al • CONTACT: WESTERN INSULFOAM 1215 W tat, DALLES, OR S1000 - (503)298 -4136 OR NORTHWEST FOAM, 19556 S.W. 90TH CT. TUALITIN , OR 91062 - (503)6W -16'12 OR THE ASSOCIATION OF FOAM MANUFACTURERS PHONE A 1 -SM- 255 -0116 EXTERIOR FAINT GOLOR5 P -1 EXTERIOR BLIILDINCs PAINT: TACOTIME BEIGE (BASE COLOR FOR E.IPSj P -2 EXTERIOR $UILDINICs PAINT: TACOTIME WHItE P -3 EXTERIOR BUILDING PAINT: TACOTIME RED P -4 EXTERIOR SUILDINCs PAINT: TACOTIME GREEN AST ELEVATION sourN ELEVATION -1L/ r ' %.-*rT IV W t.- . PIPE, FILL SOLLARD W/ CONCRETE ' � I .r 1 s . • GENERAL NOTES L wwo I. PROVIDE 4-0 INSTALL 6" HIGH ALUM. ADDRESS NUMBERS. INSTALL 80 THEY ARE VISIBLE FROM STREET. 2. REFER TO SHEET SNi FOR DETAILS AND I#OJ"A710N ICY CLOCK, EXTERIOR MENU $pARp3 AND SICaNACsE. � i�y7 • � 3. REFER TO SPECIFICATIONS FOR PAINT FORMULAS .. AND COLORS, EXTERIOR FAINT GOLOR5 P -1 EXTERIOR BLIILDINCs PAINT: TACOTIME BEIGE (BASE COLOR FOR E.IPSj P -2 EXTERIOR $UILDINICs PAINT: TACOTIME WHItE P -3 EXTERIOR BUILDING PAINT: TACOTIME RED P -4 EXTERIOR SUILDINCs PAINT: TACOTIME GREEN AST ELEVATION sourN ELEVATION -1L/ r ' %.-*rT IV W t.- . PIPE, FILL SOLLARD W/ CONCRETE ' � I .r 1 s . • L wwo cu .. 000 CL • cu c co •� cu Q 1 .!, r • • 1 R ■ /i lI � i � ............. ......... II I Iii // � I' �I F BURGER KING i � L. CV DHDI IP UAAl UW C14 ................. ......... .. . ............... .......... . ......... ........... . ..... ......... EX 1" WATER METER PROVIDE 1 1/2 DOMESTIC METER EX 1 * WATER METER PROVIDE 1 1/2* IRRIGA+N METER W/ BACKFLOW DEVICE REMAINING METERS TO B REMOVED BY S.U.B. NEW GAS LINE TO BE VKUVIUtU BY N W NATURAL P-q CU 2 it A ------ =amt.. Z&t-.• 1=20 * 20* 0 20* 40 SEEM CD CONSTRUCTION NOTES 8" FL IN (E)=499.30 L t 91. ADJUST RIM TO MATCH PROPOSED FINISHED GRADE. 145. UTILITIES TO BE RELOCATED BY OTHERS. CONTRACTOR TO 8" FL IN (S)=499-.4U- T COORDINATE WITH SPRINGFIELD UTILITY BOARD. - - `' � I \ t` ` -T 8" FL OUT (208. CONNECT TO EXISTING STUB. RIM ELEV.= 7 -1-1- 7 T T T --T 209. CONNECT TO EXISTING MANHOLE. 210. CONNECT TO EXISTING PIPE. KOR-N-TEE 4* TAP INTO EX 8" PIPE. 211. REMOVE EXISTING CURB INLET. 215. CONST WASTE WATER DRAIN AS PER DETAIL. REFER TO EX PRIVATE ST MH ST MH #1 8" FL IN (N)=505.21 91 209 SHEET C5. 400 26 LF 250. CONST STD CLEANOUT ON 6" PIPE WITH CAST IRON LID. NEW 8" FL IN (W)=505.21 490 S=0.40 251. CONST STD CLEANOUT ON 8" PIPE WITH CAST IRON LID. 2" SLEEVE FOR 10" FL OUT (S)=505.11 CB #6 416 IRRIGATION CONTROL RIM ELEV.=508-01 252. CONST STD CLEANOUT ON 10* PIPE WITH CAST IRON LID. ',�,'\ST FILTER #2 ELBOW IRES. JARGE WEEP cp 41 0 279. CONST 6" PVC WASTEWATER PIPE, ASTM D3034 WITH % c RUBBER GASKET JOINTS AND TRACER WIRE. REQUIRED., 145 416 CB 9 EX P BLIC Cl s 145 (��l 8 LF 10 1 7 21 400, CONST STD STORM DRAINAGE MANHOLE. 158 LF N (N)=501.97 490 S 0 9p, 410. CONST STORMFILTER MANHOLE SYSTEM AS PER DETAIL. 0 S=0.59% 8 LF 10 IN (S) 501.9r7 480 REFER TO SHEET C6. 12 S=l 1.00% 12* FL UT (S)=501.97\ 'Q= , 480 - L -- -1��-L _ _ _ - 415. CONST STD CATCH BASIN WITH BIKE PROOF GRATE nng --------- -- ----- WATER, q' PHONE SERVIC E 1-1/2 GAS 515) 32 C13 #5 416 jL% I ! o 220 LF 0.50 N I 33 LF 27 -CB #4 41 10.0' +u.J.E. FILTER #1 km W 4 0 gas C/) C14 T rill --- ----------- I �-�ELE. M�ETER� REFER TO SHEET MOAA 84 LF :4D99 �ASM�ETER_ REFER TO SHEET M1.1 % ow- MONOMER 33 LF S=2.077C79 I - --- I I v ve m- RIM EL .=505.76 5 1 ......... ....... ... ............................................ ....................... ...................................... . . . ..... ....... AS PER CITY OF SPRINGFIELD STD DWG #4-11. 416. CONST STD DUAL CHAMBER CATCH BASIN WITH BIKE - --------- PROOF GRATE AS PER DETAIL. REFER TO SHEET C6. 479. CONST 6" ROOF DRAIN PIPE. Fn 10 480. CONST 8" STORM DRAIN PIPE, ASTM D3034 WITH • RUBBER GASKET JOINTS AND TRACER WIRE. 481. CONST 10" STORM DRAIN PIPE, ASTM D3034 WITH 44 LF 480 14 tf- RUBBER GASKET JOINTS AND TRACER WIRE. CB R S=3.00% S=2.00% 479 3T k*416 V 4,90. REPLACE EXISTING 10" STORM PIPE, USE NOTE 481 Mmx 415 FOR NEW PIPE MATERIAL. ............................ ........... 8 LF 4�99. CONST 1-1/2- TYPE K SOFT COPPER PIPE. 479 350 LF 83 LF S=2.0% 501. CONST 4v D.I. WATER PIPE CLASS 51, WITH MEGALUGS. % 480 =0.60 145 1 8 LF 506. CONST 4* GATE VALVE WITH RETAINER GLANDS. 279 '-7 S= 11.00% 5n CONST 8" GATE VALVE WITH RETAINER GLANDS. RD 5 x A CONST 8" 4" TEE WITH RETAINER GLANDS AND THRUST 165 LF 480 BLOCK. . I I . I a 51 INSTALL 1-1/2" WATER METER WITH VAULT AS PER DETAIL. 79 CB #8 416 REFER TO SHEET C5. BACKFLOW PROTECTIONS AS REQUIRED. 18 LF S=2.0% 14.0' C4C� INSTALL A" DOUBLE ULIL%.oIIUI'4 k.#nLkor% ASSEMBLY, Z)LKILZ� P.U.E. WALGREENS 709 WITH FIRE DEPARTMENT CONNECTION (FDC). REFER TO 18 LF i 479 P.U.E. Q IV DETAIL ON SHEET C5. DETECTOR NEEDS TO REGISTER FLOW 1=2.0% THRI I AR MAT 516 IN "CUBIC FEET". 208 ...... STORM DRAINAGE STRUCTURE TABLE ............................. LF cq CB #1 CB #6 RD % S=2.00% 279 8" FL OUT=506.03 8" FL OUT=505.97 GRATE=507.86 GRATE=507.67 18 LF 10 LF S=2.0% S=2.0 279 A 50 11 1 co CB #2 CB #7 8" FL OUT=506.04 8 FL OUT=505.71 215 EX PUBLIC WW MH 91 GRATE=507.84 GRATE=507.38 8" FL IN (E)=498-97 co 1 8" FL OUT (W)=498.65 t7i 20 250 RIM ELEV.=509.05 1100 CB #3 CB #8 .00% 8" FL OUT=505.95 8" FL OUT=505.59 PROPOSED ELE. GRATE=507.78 GRATE=507.42 TRANSFORMER 479 20 LF TO BE INSTALLED CB #4 CB #9 Jr S=2.0% BY S.U.B. 8" FL OUT=505.73 8" FL OUT=503.42 GRATE=507.40 GRATE=505.25 RD 7.0 CB #5 CO #1 I..'' E ....... ........ ........ . ........ ................................................ 8" FL OUT=505.55 8" FL OUT=505.87 a. P.U.E. GRATE=507.22 RIM ELEV.=508.38 41 LF 480 %oD I ST FILTER #1 ST MH #1 416 T 8"FL IN =505.10 8" FL IN=505.85 10 FL IN =505.00 10" FL OUT=505.75 1 0"I'L OUT=502.90 RIM ELEV.=508.18 B 2 125 T 49 9 I� � RIM EL=507.93 t16 ...... ST FILTER #2 97 1 F i n"m IN- 0 LJ rA A'7 W ........... 480 1 O"FL OUT=501.97 RIM EL.=505.41 SLxO WASTEWATER... STRUCTURE TABLE W- W-- ............. ....................... ................. ... ....... ................ .......................... .............. ............................................. ........ ................................................ :\ ..... ...... er ........................................................................... .............. .......... ........... WW co #1 licL OUT (N)=499.42 io Ir EX 1-1 RIM / LLLv-=uvo.v S =0.50% 481 WATER METER 45 EX Cl 10 IN W =503.30 - 10" FL IN_UE=503.30 10" FL OUT (N)=503.20 TC=507.50 cp S. 58 t Street C? .. . . ........ . .. "..,..,..n,. ---- . ..... . ..... . ..... . ..... . ..... EX►SfiN6 CoNG1T1ONS 0� ........ ................................................................................................................................. a (D fr =3 V) Lij 86 • up C) (m= E N N ,) U-) 0 0 cf) vot . 0; c" 0 0 V) O�� - rj') 00 E U) 0 Q Lu W) S m , 0 (:D ::�E L=Lj C-D LL' 0 > z d A C) Lu m v CL .9 N 0 �2 0 F" a 0 Z p a o `� vvi > z d A Q U) � m v QL) C3 cor) co co F2 O Q0 00 QL) F" a 0 Z p a o `� vvi > z d A Q U) � m v C20S AREA Bl A = 0.23 AC Qp 0.43 cfs -.00 AREA B A =0.19 AC Qp = 0.36 cfs 4u ..A' i ui TACO TIME A =0.86 AC Op = 1.63 cfs II I) SCALE 1 *=60' L Aster Street - ::::::= 12"Su ...... Is .. Now" AREA A A =0.44 AC Op 0.83 cfs EXISTING DRAINAGE AREAS AREA A = 0.44 AC AREA B = 0.41 AC AREA C = 0.59 AC AREA FLOWS AREA A = Qe = 0.90(2.10)0.44 = 0.83 cfs AREA B = Qe = 0.90(2.10)0.41 0.77 cfs AREA C = Qe = 0.90(2.10)0.59 = 1.12 cfs EXISTING SITE CONDITIONS SCALE 1'° =60' ......... . . . . . . . . TACO TIME A 0.04 AC Qp 0.08 cfs TACO TIME A = 0.41 AC Qp 0.77 cfs PROPOSED SITE CONDITIONS BURGER KING A = 1.04 AC Qp = 1.97 cfs I Ill A* & 0 It • [v MI) 0143 3 lie 11 tz-3 Quff w"l 93"ITS9 AREA 1 - 0.286 AC AREA 2 - 0.125 AC AREA 3 - 0.218 AC AREA 4 - 0.078 AC AREA 5 - 0.173 AC AREA 6 - 0.396 AC AREA 7 - 0.181 AC AREA FLOSS FLOWS ARE CALCULATED BY USE OF RATIONAL METHOD WHERE Q = CIA. FROM EAST SPRINGFIELD DRAINAGE STUDY: C = 0.90 FOR COMMERCIAL SITES 1 = 2.10 FOR 5 YR 10 MIN. STORM EVENT 1 = 3.40 FOR 25 YR 10 MIN. STORM EVENT 5-YEAR EVENT AREA 1 - Q = 0.90(2.10)0.286 = 0.54 cfs AREA 2 - Q = 0.90(2.10)0.125 = 0.24 cfs AREA 3 - Q = 0.90(2.10)0.218 = 0.41 cfs AREA 4 - Q = 0.90(2.10)0.078 = 0.15 cfs AREA 5 - Q = 0.90(2.10)0.173 = 0.33 cfs AREA 6 - Q = 0.90(2.10)0.396 = 0.75 cfs AREA 7 - Q = 0.90(2.10)0.181 = 0.34 cfs 25-YEAR EVENT AREA 1 - Q = 0.90(3.40)0.286 = 0.88 cfs AREA 2 - = = . . 0.38 cfs AREA 3 - Q = 0.90(3.40)0.218 = 0.67 cfs AREA 4 - Q = 0.90(3.40)0.078 = 0.24 cfs AREA 5 - Q = 0.90(3.40)0.173 = 0.53 cfs AREA 6 - Q = 0.90(3.40)0.396 = 1.21 cfs AREA 7 - Q = 0.90(3.40)0.181 = 0.55 cfs SYSTEM COMPARISON .11 EXISTING SYSTEM A = Q = 0.90(2.10)1.04 = 1.97 cfs PROPOSED FLOW TO EXISTING SYSTEM A = 1.67 cfs EXISTING SYSTEM B = Q = 0.90(2.10)0.415 = 0.79 cfs PROPOSED FLOW TO EXISTING SYSTEM B = 1.09 cfs THE PROPOSED DEVELOPMENT WILL CONTRIBUTE THE SAME TOTAL FLOW TO THE EXISTING SYSTEMS. DUE TO SYSTEM CONFIGURATION, 0.30 cfs WILL BE ROUTED FURTHER DOWNSTREAM THAN IT'S CURRENT FLOW PATTERN. THE STORMFILTER MANHOLE UNITS WILL ADD A WATER QUALITY FEATURE TO THE SYSTEM WHICH CURRENTLY HAS NO WATER QUALITY FEATURES, THUS INCREASING WATER QUALITY IN THE AREA. V) w a8 C> C> c> 11) n E O N 0 CL_ c*4 0) P, 0 ZZ to • CN C> Lo 0 0 ir c/) 00 U) Ld Lo 0 (D 0 Z u 0 a04 . EL Lo z d a C:> LLJ U u 0- SHEET C7 of 7 PRE-SUBMITTAL RECD JUN 3 2014 U) S O N 0 CL_ c*4 0) z 0 183 0 ZZ to ir SHEET C7 of 7 PRE-SUBMITTAL RECD JUN 3 2014 0 Z u 0 a04 . '� u En z d a Z 0 A U u 4-Z Q) O co Q) Q0 co Q0 E 0 4- SHEET C7 of 7 PRE-SUBMITTAL RECD JUN 3 2014 0 Z u 0 a04 . '� u En z d a Z 0 A U u SHEET C7 of 7 PRE-SUBMITTAL RECD JUN 3 2014