Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
zD-2750Set
co � � o N g a I F- U Y ® a �a 1� WWSz f'V U z 0 Q Gp 3a U L h TCq z v1 0 m Ot N J U a N O O 3 / 0 N N N / N 0 0 0 CL O p o'E 3 E-a ¢° z ? �W as C.) R'+ c v. 3E c c om a Z yy O tl= _ �a U a Z � � z �I w o' a U i7 z 0 N s A LYNNWOOD 405 VICINITY MAP SCALE: NONE 0 ip � s P 1 � � ROJEC'T SITE A. _76TH STREET i . 0, � S.W 19TH STREET IF it rl ! Fu i 4sI CITY g 158TH_ST 1 ING CITY 0'F P PERTY:i OF TLIKWILA I� = INE _ RENTON . a N S.W. 23RD STREET s d Z 3 j w f 780EING Z 3 PROPERTY 1 S.W. 27TH STREET J p LINE -- a €q I o-------- -------- -� z _ pl W'I J J 0: I Imo- ._.... z 10 - S.W. 34TH STREET 0,; j I - .........-- -- - - -. _......._ z � Z i � w jw I ; w I 'I W SITE LOCATION SCALE: NONE RV QLL 159 SITE PLAN SCALE: NONE Q REwMwtEtgpT Fp2 APpAo OAs�°�l - Z /a /ry l/z6�99 CHECKED FOR COMPLIANCE EXPIRES: 06/05/•00 TO CITY STANDARDS — — ®— — — — — Date CONSTRUCTION SET, S. 1/2, SEC. 24, T. 23N., R. 4E., W.M. Date - z q N. 1/2, SEC. 25, T. 23N., R. 4E., W.M. Date L DATE: n 0 z W I- �^ e Uz n. °g ¢rnm w w Q � W IY 3� ltJ z o u° U U) N o = °n Sm�U:2 W 7' Q Of W �c z W O U U N a Q � a0 7W CS < (n ry F- �0 ® a �a 1� WWSz f'V U z 0 Q Gp 3a U L h TCq z v1 0 m Ot N J U a N O O 3 / 0 N N N / N 0 0 0 CL O p o'E 3 E-a ¢° z ? �W as C.) R'+ c v. 3E c c om a Z yy O tl= _ �a U a Z � � z �I w o' a U i7 z 0 N s A LYNNWOOD 405 VICINITY MAP SCALE: NONE 0 ip � s P 1 � � ROJEC'T SITE A. _76TH STREET i . 0, � S.W 19TH STREET IF it rl ! Fu i 4sI CITY g 158TH_ST 1 ING CITY 0'F P PERTY:i OF TLIKWILA I� = INE _ RENTON . a N S.W. 23RD STREET s d Z 3 j w f 780EING Z 3 PROPERTY 1 S.W. 27TH STREET J p LINE -- a €q I o-------- -------- -� z _ pl W'I J J 0: I Imo- ._.... z 10 - S.W. 34TH STREET 0,; j I - .........-- -- - - -. _......._ z � Z i � w jw I ; w I 'I W SITE LOCATION SCALE: NONE RV QLL 159 SITE PLAN SCALE: NONE Q REwMwtEtgpT Fp2 APpAo OAs�°�l - Z /a /ry l/z6�99 CHECKED FOR COMPLIANCE EXPIRES: 06/05/•00 TO CITY STANDARDS — — ®— — — — — Date CONSTRUCTION SET, S. 1/2, SEC. 24, T. 23N., R. 4E., W.M. Date - z q N. 1/2, SEC. 25, T. 23N., R. 4E., W.M. Date L DATE: W SITE LOCATION SCALE: NONE RV QLL 159 SITE PLAN SCALE: NONE Q REwMwtEtgpT Fp2 APpAo OAs�°�l - Z /a /ry l/z6�99 CHECKED FOR COMPLIANCE EXPIRES: 06/05/•00 TO CITY STANDARDS — — ®— — — — — Date CONSTRUCTION SET, S. 1/2, SEC. 24, T. 23N., R. 4E., W.M. Date - z q N. 1/2, SEC. 25, T. 23N., R. 4E., W.M. Date L DATE: Y n C _ DRAWING TITLE IN SET DRAWING NUMBER j o a as ; _� Y IN SET DRAWING NUMBER FILE NO. GENERAL DRAWINGS DEMOLITION U Y cl� O Q� w !: Q z c� w Z w � Q W CD `l U1 Q wz d a, a 2C X5100047 X5100115 ■ G1 G7100021 ■ G2 G2100025 ■ G3 G3100027 • G4 G3100028 ■ G5 G3100030 2C23 C5100169 DEMOLITION & TESC PLAN - GRID 12 w =oS mmo a � r 3" o m ` -° o =� & SURVEY NOTES • 2C26 C5100173 9L17 PAVING PLAN - GRID 26 IBOLS & NOTES • 2C27 C5100174 1C G 33 PAVING PLAN - GRID 27 ■ • 2C28 C5100175 DEMOLITION & TESC PLAN - GRID 22___ PAVING PLAN - GRID 28 _ • 2C32 C5100179 9L23 PAVING PLAN - GRID 32 Q 0� Z W X N 9L Q 0 O � Z 1-0 Zw eO Z Ij c) Mill DRAWING NUMBER DRAWING TITLE IN SET DRAWING NUMBER FILE NO. REVISION DRAWING TITLE REVISION SITE PAVING DRAWINGS DRAWINGS ■ ■ iC G 17 1C G 22 DEMOLITION ® 2C X5100047 X5100115 PAVING PLAN X5100031 ■ 2C17 C5100162 9L PAVING PLAN - GRID 17 NGS • 2C22 C5100168 LAKE SYSTEM PLAN GRID 22 PAVING PLAN - GRID 22 ■ ■ 2C23 C5100169 DEMOLITION & TESC PLAN - GRID 12 PAVING PLAN - GRID 23 & SURVEY NOTES • 2C26 C5100173 9L17 PAVING PLAN - GRID 26 IBOLS & NOTES • 2C27 C5100174 1C G 33 PAVING PLAN - GRID 27 ■ • 2C28 C5100175 DEMOLITION & TESC PLAN - GRID 22___ PAVING PLAN - GRID 28 _ • 2C32 C5100179 9L23 PAVING PLAN - GRID 32 1C(G)800 DEMOLITION & TESC PLAN - GRID 23 2C37 C5100184 LAKE SYSTEM PLAN GRID 28 PAVING PLAN - GRID 37 ■ ■ gf.Rnn I f.A1Mgg5 I I PAVINf PI AN nFTAII S DRAWING NUMBER I FILE ND. REVISION DRAWING TITLE IN SET I DRAWING NUMBER FILE NO. REVISION DRAWING TITLE TRICAL POWER DRAWINGS ■ ■ iC G 17 1C G 22 DEMOLITION & TESC DRAWINGS ■ 9139 X5100115 6E (P) X5100031 C5100027 ELECTRICAL POWER - SITE PLAN ■ 9L X5100034 ■ DEMOLITION & TESC - SITE PLAN 6E(P)27 E5100600 LAKE SYSTEM PLAN GRID 22 SITE ELECTRICAL POWER PLAN - GRID 27 ■ 91-12 X5100037 C5100033 DEMOLITION & TESC PLAN - GRID 12 6E(P)28 E5100601 o SITE ELECTRICAL POWER PLAN - GRID 28 ■ 9L17 X5100038 1E360a DEMOLITION & TESC PLAN - GRID 17 o ° ■ 1C G 33 C5100038 ■ 91-22 X5100039 Gz, Z DEMOLITION & TESC PLAN - GRID 22___ iC G 37 ■ 91-43 X5100124 ° 9L23 X5100040 1C(G)800 DEMOLITION & TESC PLAN - GRID 23 (� < a STORM DRAINAGE PLAN - GRID 27 LAKE SYSTEM PLAN GRID 28 N U �w ■ 91-27 X5100041 IX tV F� DEMOLITION & TESC PLAN - GRID 27 - GRID 32 E- Qa 4C(L)32 • ■ 9L28 X5100042 _ DEMOLITION & TESC PLAN - GRID 44 DEMOLITION & TESC PLAN - GRID 28 GRADING DRAWINGS LANDSCAPE PLANTING PLAN - GRID 32 _ ■ 91-29 X5100123 DESIGN GROUP DEMOLITION & TESC PLAN - GRID 29 COMMUNICATIONS F� DRAWINGS ■ 91-30 X5100112 X5100118 DEMOLITION & TESC PLAN - GRID 30 DEMOLITION & TESC PLAN - GRID 45 • 1 4C L 00 I C5100200 I I EXISTING LAKE SYSTEM ■ 91-32 X5100043 C8100684 DEMOLITION & TESC PLAN - GRID 32 DEMOLITION & 'ESC DETAILS - SHEET 1 ■ 4C'L 801 C8100236 ■ 91-33 X5100044 DEMOLIiION & TESC PLAN - GRID 33 a a ae ° ■ 91_34 X5100113 DEMOLITION & TESC PLAN - GRID 34 ■ 91-35 X5100114 ■ DEMOLITION & TESC PLAN - GRID 35 C8100237 EQUIPMENT DETAILS ■ r 91-37 n. zo X5100045 vcnnnnc DEMOLITION & TESC PLAN - GRID 37 n�ni inn�i o. rrcr ni nni roan xa - SITE PLAN a 4C(L)201 �` O� ■ iC G X5100032 _ 7E27 a • Of � ■ ■ iC G 17 1C G 22 C5100020 C5100026 4C(L)202 ■ 9139 X5100115 ■ DEMOLITION & TESC PLAN - GRID 39 C5100027 ® COMMUNICATIONS PLAN - GRID 28 1_91003 - GRID 22 ■ 1C G 27 C5100032 o a LAKE SYSTEM PLAN GRID 22 ■ IE112 • 1C G 28 C5100033 9 91-40 X5100116 o DEMOLITION & TESC PLAN - GRID 40 1C G 32 C5100037 w 1E360a 1E360a o ° ■ 1C G 33 C5100038 N a C5100204 Gz, Z ■ iC G 37 ■ 91-43 X5100124 LARGE SCALE PLANS - ELECTRICAL SPACES DEMOLITION & TESC PLAN - GRID 43 ■ 1C(G)800 C8100960 (� < a STORM DRAINAGE PLAN - GRID 27 LAKE SYSTEM PLAN GRID 28 N U �w L5100375 LP27 IRRIGATION MAIN PLAN - GRID 17 IX tV F� NW - GRID 32 E- Qa 4C(L)32 • 91-44 X5100117 _ DEMOLITION & TESC PLAN - GRID 44 SITE GRADING DRAWINGS LANDSCAPE PLANTING PLAN - GRID 32 �^q L) LAKE SYSTEM DRAWINGS BY STO DESIGN GROUP LAKE SYSTEM PLAN GRID 37 COMMUNICATIONS F� DRAWINGS m'E �N ■ 91-45 X5100118 4C(L)800 DEMOLITION & TESC PLAN - GRID 45 • 1 4C L 00 I C5100200 I I EXISTING LAKE SYSTEM ■ I 7E I X5100020 COMMUNICATIONS PLAN ■ 91-801 C8100684 LANDSCAPE DETAILS _ TEMPORARY WATERFOWL CONTROL PLAN DEMOLITION & 'ESC DETAILS - SHEET 1 - SITE PLAN a 4C(L)201 �` O� ■ iC G X5100032 _ 7E27 a • Of � ■ ■ iC G 17 1C G 22 C5100020 C5100026 4C(L)202 C5100202 L ■ IC (G) 23 C5100027 ® COMMUNICATIONS PLAN - GRID 28 1_91003 - GRID 22 ■ 1C G 27 C5100032 o a LAKE SYSTEM PLAN GRID 22 ■ IE112 • 1C G 28 C5100033 LANDSCAPE IRRIGATION DETAILS - GRID 23 • o • 1C G 32 C5100037 w 1E360a 1E360a o ° ■ 1C G 33 C5100038 N a C5100204 Gz, Z ■ iC G 37 C5100042 1 z� LARGE SCALE PLANS - ELECTRICAL SPACES �� 3Q ■ 1C(G)800 C8100960 (� < a STORM DRAINAGE PLAN - GRID 27 LAKE SYSTEM PLAN GRID 28 N U �w L5100375 LP27 IRRIGATION MAIN PLAN - GRID 17 IX tV F� NW - GRID 32 E- Qa 4C(L)32 C5100206 1 3 a L) o•o c LANDSCAPE PLANTING PLAN - GRID 32 �^q L) a 4C(L)37 a� LAKE SYSTEM PLAN GRID 37 F� a m'E �N LANDSCAPE DETAILS - GRID 37 • 4C(L)800 C8100235 (J� w ■� 02 LANDSCAPE DETAILS _ TEMPORARY WATERFOWL CONTROL PLAN .S & GENERAL NOTES ■ 4C'L 801 C8100236 EQUIPMENT DETAILS a a ae ° ■ 4C(L)802 C8100237 EQUIPMENT DETAILS ■ 4C(L)803 C8100237 EQUIPMENT DETAILS STORM DRAINAGE DRAWINGS ■ 4C(L)804 C8100238 EQUIPMENT DETAILS o_ • 4C(L)8 5 C8100239 x LANDSCAPE �gg BY BRUCE DEES & °SSOCIATES, INC. ■ v o �gY -- POND DETAILS PAGE 1 a ■ ■ 1C (D) 28 C5100104 POND DETAILS PAGE 2 LG1 COVER SHEET ■ IC (D) 30 C5100106 4C(L )808 C9100242 POND DETAILS PAGE 3 LG2 ■ IC D' 32 C5100108 ■ 4C(L)809 C9100243 ■ 1C D 33 C5100109 LANDSCAPE LAYOUT & MTL'S COMPOSITE SITE PLAN 4 ■ 1C D 34 C51 0011 0 LC17 a` LANDSCAPE LAYOUT & MTL'S PLAN GRID 17 ■ 1C D 35 C5100111 N ■ 1C (D) 37 C5100113 3 er x' p' ■ 1C (D) 38 C5100114 LANDSCAPE LAYOUT & MTL'S PLAN GRID 23 ■ IC (D) 39 C5100115 LC27 LANDSCAPE LAYOUT & MTL'S PLAN GRID 27 ■ IC (D) 40 C5100116 LC28 a ■ IC (D) 44 C5100120 a ■ IC (D) 45 C5100121 LANDSCAPE LAYOUT & MTL'S PLAN GRID 32 w ■ IC(D)60O C9100178 LC37 I� Q ■ iC'D1601 C9100179 LC500 s ■ iC D 800 C8100177 IRRIGATION MAIN DRAWINGS m • 1C D 801 C8100185 GRADING CROSS SECTIONS } °' • 1 S(D)800 58100190 • IS(D)801 58100191 ■ i'(O )802 Sa1nm92 - SITE PLAN • 4C(L)201 C5100201 STORM DRAINAGE - SITE PLAN EXISTING AND PROPOSED LAKE SYSTEM ■ _ 7E27 E5100671 • COMMUNICATIONS PLAN - GRID 27 • - GRID 17 • 4C(L)202 C5100202 - GRID 39 PROPOSED LAKE SYSTEM ■ 7E28 E5100672 iC D 22 COMMUNICATIONS PLAN - GRID 28 1_91003 - GRID 22 • 4C(L)22 C5100202 _ - GRID 45 LAKE SYSTEM PLAN GRID 22 ■ IE112 IE112 480Y/277 VOLT POWER PLAN LANDSCAPE IRRIGATION DETAILS - GRID 23 • 4C(L)23 C5100203 ■ LAKE SYSTEM PLAN GRID 23 • 1E360a 1E360a • CABLE TRAY PLAN L5100370 - GRID 27 ■ 4C(L)27 C5100204 - SECTION & DETAILS - nFTnu e LAKE SYSTEM PLAN GRID 27 • E500 E500 LARGE SCALE PLANS - ELECTRICAL SPACES LANDSCAPE PLANTING PLAN - GRID 22 - GRID 28 • 4C(L)28 C5100205 STORM DRAINAGE PLAN - GRID 27 LAKE SYSTEM PLAN GRID 28 4L (M) 17 L5100375 LP27 IRRIGATION MAIN PLAN - GRID 17 LW22 - GRID 32 • 4C(L)32 C5100206 LAKE SYSTEM PLAN GRID 32 LP32 LANDSCAPE PLANTING PLAN - GRID 32 _ - GRID 33 • 4C(L)37 C5100207 LAKE SYSTEM PLAN GRID 37 LP500 LANDSCAPE DETAILS - GRID 37 • 4C(L)800 C8100235 EQUIPMENT DETAILS LP502 LP600 LANDSCAPE DETAILS _ TEMPORARY WATERFOWL CONTROL PLAN .S & GENERAL NOTES ■ 4C'L 801 C8100236 EQUIPMENT DETAILS ■ 4C(L)802 C8100237 EQUIPMENT DETAILS ■ 4C(L)803 C8100237 EQUIPMENT DETAILS ■ 4C(L)804 C8100238 EQUIPMENT DETAILS • 4C(L)8 5 C8100239 MOTOR CONTROL PANEL SCHLMATIC LANDSCAPE DRAWINGS BY BRUCE DEES & °SSOCIATES, INC. ■ 4C(L)806 C9100240 POND DETAILS PAGE 1 _ ■ 4C(L)807 C9100241 POND DETAILS PAGE 2 LG1 COVER SHEET ■ 4C(L )808 C9100242 POND DETAILS PAGE 3 LG2 DRAWING INDEX SHEET ■ 4C(L)809 C9100243 POND DETAILS PAGE 4 LC100 LANDSCAPE LAYOUT & MTL'S COMPOSITE SITE PLAN LC17 LANDSCAPE LAYOUT & MTL'S PLAN GRID 17 LC22 LANDSCAPE LAYOUT & MTL'S PLAN GRID 22 LC23 LANDSCAPE LAYOUT & MTL'S PLAN GRID 23 LC27 LANDSCAPE LAYOUT & MTL'S PLAN GRID 27 LC28 LANDSCAPE LAYOUT & MTL'S PLAN GRID 28 LC32 LANDSCAPE LAYOUT & MTL'S PLAN GRID 32 LC37 LANDSCAPE LAYOUT & MTL'S PLAN GRID 37 LC500 LAYOUT AND MATERIALS DETAILS IRRIGATION MAIN DRAWINGS LP502 GRADING CROSS SECTIONS • IC (D) X5100033 L51003 L51003 L51003 L51003 L_ I W.) STORM DRAINAGE - SITE PLAN • 4L (M) 37 L51003 - GRID 37 • 4L (M) 600 LP503 - GRID 38 ■ GRADING CROSS SECTIONS L91003 - GRID 39 ■ 4L (M) 60 L91003 ■ iC D 22 C5100097 1_91003 STORM DRAINAGE PLAN - GRID 22 = 4L (M) X5100036 _ - GRID 45 IRRIGATION MAIN - SITE PLAN 41- M 801 LW100 ES - SHEET 1 LANDSCAPE IRRIGATION COMPOSITE SITE PLAN LANDSCAPE IRRIGATION DETAILS .E - SHEET 2 _ ■ 1 D 23 C5100098 STORM DRAINAGE PLAN - GRID 23 • 4L (M) 12 L5100370 - PLAN & SECTIONS IRRIGATION MAIN PLAN - GRID 12 LP17 LWi7 - SECTION & DETAILS - nFTnu e LANDSCAPE PLANTING PLAN - GRID 17 LANDSCAPE IRRIGATION PLAN - GRID 17 LP22 LANDSCAPE PLANTING PLAN - GRID 22 ■ 1C(D) 27 C5100103 STORM DRAINAGE PLAN - GRID 27 ■ 4L (M) 17 L5100375 LP27 IRRIGATION MAIN PLAN - GRID 17 LW22 LANDSCAPE IRRIGATION PLAN - GRID 22 LANDSCAPE PLANTING PLAN - GRID 28 0 3 0 L 0 0 o_ N (� Z 2 / V) C I � o N N N z N O V N 0 O y o _ z s". J7 -aIID ii - GRID 28 - GRID 30 - GRID 32 - GRID 33 - GRID 34 • ■ ■ ■ 4L (M) 22 4L (M) 23 4L (M) 27 4L (M) 28 4� M 32 L51003 L51003 L51003 L51003 L_ I W.) - GRID 35 • 4L (M) 37 L51003 - GRID 37 • 4L (M) 600 L91003 - GRID 38 ■ 4L (M) 601 L91003 - GRID 39 ■ 4L (M) 60 L91003 - GRID 40 • 4L (M) 603 1_91003 - GRID 44 • 4L (M) 80 1-81003 _ - GRID 45 • 41- M 801 L81003 ES - SHEET 1 LANDSCAPE IRRIGATION DETAILS .E - SHEET 2 _ S - SHEET 1 LANDSCAPE IRRIGATION DETAILS & NOTES _ S - SHEET 2 LANDSCAPE PLANTING COMPOSITE SITE PLAN - PLAN & SECTIONS LP17 - SECTION & DETAILS - nFTnu e LANDSCAPE PLANTING PLAN - GRID 17 )FILE - SHEET 4 %N - GRID 22 LW23 LANDSCAPE IRRIGATION PLAN - GRID 23 >.N - GRID 23 LW27 LANDSCAPE IRRIGATION PLAN - GRID 27 1N - GRID 27 LW28 LANDSCAPE IRRIGATION PLAN - GRID 28 \N - GRID 28 LW32 LANDSCAPE IRRIGATION PLAN - GRID 32 \N - GRID 32 LW37 LANDSCAPE IRRIGATION PLAN - GRID 37 \N - GRID 37 LW500 LANDSCAPE IRRIGATION DETAILS )FILE - SHEET 1 LW501 LANDSCAPE IRRIGATION DETAILS & NOTES )FILE - SHEET 2 LP100 LANDSCAPE PLANTING COMPOSITE SITE PLAN )FILE - SHEET 3 LP17 LANDSCAPE PLANTING PLAN - GRID 17 )FILE - SHEET 4 LP22 LANDSCAPE PLANTING PLAN - GRID 22 - SHEET i LP23 LANDSCAPE PLANTING PLAN - GRID 23 - SHEET 2 LP27 LANDSCAPE PLANTING PLAN - GRID 27 LP28 _ LANDSCAPE PLANTING PLAN - GRID 28 LP32 LANDSCAPE PLANTING PLAN - GRID 32 LP37 LANDSCAPE PLANTING PLAN - GRID 37 LP500 LANDSCAPE DETAILS LP501 LANDSCAPE DETAILS LP502 LP600 LANDSCAPE DETAILS _ TEMPORARY WATERFOWL CONTROL PLAN N ��z�g. ' CONSTRUCTION SET, 70NAL 9s ® ®. ®. ®. ® ®® ®RECOMMENDED BY E rsai 4402 0 EXPIRES: 06/05/00 iFOR APPROVAL BY : DATE o 0 l>; '�'-1?rac2 I tn ABBREVIATIONS N =� o € A AMPERES or COMPRESSED AIR EF EXHAUST FAN or EACH FACE M METER S SOUTH a : AC ASPHALT CONCRETE or AIR COMPRESSOR EFAP ELEVATOR FIRE ALARM PANEL MAX MAXIMUM SAN SANITARY ACP ASPHALTIC CONCRETE PAVING EFFP EFFLUENT PUMP MAINT MAINTENANCE SCW SEMI CIRCULAR WASH FOUNTAIN ACSR ALUMINUM CONDUCTOR STEEL REINFORCED E G EMERGENCY GENERATOR MBH THOUSANDS OF BTUH S/C SHORT CIRCUIT x ADD'L ADDITIONAL E J EXPANSION JOINT MCC MOTOR CONTROL CENTER SD STORM DRAIN, SUPPLY DIFFUSER OR SMOKE DAMPER ADT FIRE ALARM MONITORING SYSTEM (TRADE NAME) ELEC ELECTRICAL MFR MANUFACTURER SDMH STORM DRAIN MANHOLE AFF ABOVE FINISHED FLOOR ELEV(EL) ELEVATION MH MANHOLE SIDS SMOKE DETECTION SENSORS Y 3 AHD AHEAD EMCS ENERGY MANAGEMENT AND CONTROL SYSTEM MAINT MAINTENANCE S E SOUTHEAST Q Q AHU AIR HANDLING UNIT EMH ELECTRICAL MANHOLE MHW MEAN HIGH WATER SEC SECONDARY or SECTION w Al AREA INLET ENCL ENCLOSURE MIN MINIMUM SF SUPPLY FAN $ A I C ASYMETRICAL INTERRUPT CURRENT EOL END OF LINE DEVICE MJ MECHANICAL JOINT SH SHOWER OR SHIELDED MON MONUMENT SHLD SHIELDED or SHOULDER 6 U z AL ALUMINUM EQU EDGE OF PAVEMENT MPT MALE PIPE THREAD SHT SHEET ;g'g il w AP ANGLE POINT or ACCESS PANEL EQUIP EQUIPMENT a <0�� w Z APPR APPROACH E S D EMERGENCY SHUTDOWN SIM SIMILAR APX APPROXIMATE ET EXPANSION TANK SL SLEEVE o e° Q 1— ARV AIR RELEASE VALVE EVC END OF VERTICAL CURVE SOC SOCKET w Z ¢ AS AIR SEPARATOR E W EACH WAY SPCS SPACES ma U ASP or ASPH ASPHALT EWC ELECTRIC WATER COOLER SPEC SPECIFICATION Q cl:: ATS AUTOMATIC TRANSFER SWITCH EEW EMERGENCY EYE WASH SPOT SPOT ELEVATION 0 m ATU AIR TERMINAL UNIT EPO EMERGENCY POWER OFF SQ SQUARE Z w m AWG AMERICAN WIRE GAUGE EWT ENTERING WATER TEMPERATURE SS SANITARY SEWER or STAINLESS STEEL IL N Q B @ AT EX EXISTING SS SANITARY SEWER or STAINLESS STEEL EXP EXPANSION OR EXPLOSION PROOF SSMH SANITARY SEWER MANHOLE D z w B BEND or BOILER EXT FIRE EXTINGUISHER N NORTH S S or SUB SUBSTATION o L Z w.v B C BOLT CIRCLE EXT S P EXTERNAL STATIC PRESSURE N/A NOT APPLICABLE STD STANDARD or STANDARD PARKING STALL MIS BDD BACK DRAFT DAMPER NC NORMALLY CLOSED STA STATION 6 m BEG BEGIN F FIRE WATER OR FUSE N E NORTHEAST STIR STRANDED Si BE BLIND FLANGE FAP FIRE ALARM PANEL NIC NOT IN CONTRACT SW SWITCH > > BFAP BUILDING FIRE ALARM PANEL FCO FLOOR CLEANOUT N L NIGHT LIGHT S W SOUTHWEST U BFF BELOW FINISHED FLOOR FD FLOOR DRAIN NO NORMALLY OPEN or NUMBER S/W SIDEWALK ® BEV BUTTERFLY VALVE FF FINISHED FLOOR NST NOT STEEPER THAN SWBD SWITCHBOARD °z BH BOX HYDRANT FED FUNNEL FLOOR DRAIN NTS NOT TO SCALE SWGR SWITCHGEAR a BHP BRAKE HORSEPOWER FH FIRE HYDRANT N W NORTHWEST SYM SYMMETRICAL a° BK BACK FL FLOW or FLANGE `g BKR BREAKER FM FORCE MAIN T TOWNSHIP BLDG BUILDING FOB FLAT ON BOTTOM TAN TANGENT z a Q o BLV BALANCING VALVE FOT FLAT ON TOP TCD TELEPHONE CONDUIT o °�° [-- 3Q BNSS BOEING NETWORK SERVICES FPT FEMALE PIPE THREAD TCB TELEPHONE CABLE BURIED n2- BO BLOW OFF FT FOOT or FEET 0 C ON CENTER TD TREE DRAIN OR TELEPHONE DUCT E`!_ W ad BOF BOTTOM OF FOOTING o F DEGREE FAHRENHEIT OCC OPERATOR CONTROL CONSOLE TEL TELEPHONE 3' �c BOP BOTTOM OF PIPE OCS OPERATOR CONTROL SYSTEM TESC TEMPORARY EROSION /SEDIMENTATION CONTROL v �� BOT BOTTOM G NATURAL GAS OR GROUND 0 D OUTSIDE DIAMETER TGRT TOP OF GRATE ° BTUH BRITISH THERMAL UNITS /HOUR GA GAUGE 0 F OVERFLOW THK THICK a ME BTW BETWEEN GAL GALLON OFD OVERFLOW DRAIN THR TOTAL HEAT OF REJECTION v BV BALL VALVE GALV GALVANIZED OHP OVERHEAD POWER THRU THROUGH BVC BEGIN VERTICAL CURVE GCO GRADE CLEANOUT OHT OVERHEAD TELEPHONE TI TEMPERATURE INDICATOR _om x BY GFI GROUND FAULT INTERRUPTER ORL OVERFLOW RAIN LEADER TOC TOP OF CURB or TOP OF CONCRETE a0 GND GROUND TOF TOP OF FOOTING C CONDUIT or CHANNEL GPH GALLONS PER HOUR TOW TOP OF WALL CC CENTER TO CENTER GPM GALLONS PER MINUTE TP TRAP PRIMER CAB CABINET GRT GRATE TVCB TELEVISION CABLE CB CATCH BASIN GV GATE VALVE TW TWISTED a CCP CAST IN PLACE CONCRETE PAVING P PUMP TX TRANSFORMER CFM CUBIC FEET PER MINUTE HB HOSE BIBB or HORIZONTAL BEND PC POINT OF CURVE or PRECAST TYP TYPICAL C FT CUBIC FEET HC HANDICAPPED PARKING STALL OR HEATING COIL PCC PORTLAND CONCRETE CEMENT OR POINT ON CURVE D,47SO03 0 CH CHAMBER or CHILLER HD HEAD PD PRESSURE DROP XFMR TRANSFORMER CHM CHEMICAL FEEDER HEX HEXAGONAL PERF PERFORATED z CH -OP CHAIN OPERATED HH HANDHOLE PF POWER FACTOR U UTILIDOR 3_ CHWP CHILLED WATER PUMP HID HIGH INTENSITY DISCHARGE PI POINT OF INTERSECTION OR PRESSURE INDICATOR UG UNDERGROUND x V) C I CAST IRON HOA HAND - OFF -AUfO SELECTOR SWITCH PIV POST INDICATOR VALVE UH UNIT HEATER V) `` -s C J CONTROL JOINT HP HORSEPOWER OR HIGH POINT PH PHASE LINK UNKNOWN CKV CHECK VALVE HPF HIGH POWER FACTOR PL PLATE or PROPERTY LINE LINO UNLESS NOTED OTHERWISE CKT CIRCUIT HPS HIGH PRESSURE SODUIM PLC PROGRAMMABLE LOGIC CONTROLLER UP URINAL CMP CORRUGATED METAL PIPE HTR HEATER PLC'S PLACES CO. COMPANY HU HUM!DIFIER PNL PANEL V VOLTS or VENT OME HOT - CO CLEANOUT HW n vmC�.�inr w OT ..� POC POINT ON CURVE OR POINT OF CONNECTION VB VERTICAL BEND Q C O CONDUIT ONLY HWCP DOMESTIC HOT WATER CIRCULATING PUMP POT POINT ON TANGENCY VC VERTICAL CURVE y CO2P FIRE AND CO2 CONTROL PANEL HWP HEATING WATER PUMP POLY POLYETHYLENE VCU VOLUME CONTROL UNIT 3 Y r COMM COMMUNICATIONS DUCT BANK HV HEATING & VENTILATION UNIT PR PAIR VPI VERTICAL POINT OF INTERSECTION COMP COMPACT PARKING STALL PRI PRIMARY VTR VENT THRU ROOF CONC CONCRETE ID INSIDE DIAMETER PRV PRESSURE REGULATING VALVE CONN CONNECTION IE INVERT ELEVATION PSI POUNDS PER SQUARE INCH W WEST or DOMESTIC WATER and /or FIRE WATER MAIN or WATT a. CONT CONTINUOUS IG ISOLATED GROUND PQ-10 & L PUGET SOUND POWER & LIGHT W/ WITH a. CID CONCRETE PIPE or CAR POOL IN. INCH PSV PRESSURE RELIEF /SAFETY VALVE W/0 WITHOUT W CR CROSS INSTR INSTRUMENT PT POINT OF TANGENCY WB WET BULB TEMPERATURE N a CRU COMPUTER ROOM AIR CONDITIONING UNIT IPS IRON PIPE SIZE PVC POLYVINYL CHLORIDE WC WATER CLOSET QI CSBC CRUSHED SURFACING BASE COURSE IRR IRRIGATION WATER PVMNT PAVEMENT WE WASH FOUNTAIN x CT COOLING TOWER PW PROCESS WATER WG WATER GAUGE m CTWP COOLING TOWER WATER PUMP J JUNCTION PWR POWER WH WATER HEATER Cu COPPER JT JOINT 0 PHASE (ELECTRICAL) or DIAMETER (PIPING) WM WATER METER CULV CULVERT WMH WATER MANHOLE CW CONCRETE WALK or DOMESTIC COLD WATER KCMIL THOUSAND CIRCULAR MILS WP WEATHER PROOF ENCLOSURE o CL CENTER LINE or WORKPOINT o KV KILOVOLTS R RADIUS or RANGE or RISER W.S. WATER SURFACE r- DB DRY BULB TEMPERATURE KVA KILOVOLT -AMP RCP REINFORCED CONCRETE PIPE WSP WET STAND PIPE p DC DIRECT CURRENT or DRY COOLER KW KILOWATT RD ROOF DRAIN WV WATER VALVE o DDC DIRECT DIGITAL CONTROL REINF REINFORCEMENT or REINFORCING WWF WELDED WIRE FABRIC DDCVA DOUBLE DETECTOR CHECK VALVE ASSEMBLY L LENGTH OF CURVE RECEPT RECEPTACLE Y WYE D I DUCTILE IRON LAT LEAVING A!R TEMPERATURE OR LATITUDE RED REDUCER YB YARD BASIN o DIA DIAMETER LAV I AVATnRY REF REFERENCE D DIP DUCTILE IRON PIPE LF LINEAL FEET REQ'D REQUIRED o Z 21 DISTR DISTRIBUTION LN LANE RF RETURN FAN f 4 DN DOWN LONG. LONGITUDE RGS RIGID GALVANIZED STEEL •RECOMMENDED By- DS DISCONNECT SWITCH LP LOW POINT RJ RESTRAINED JOINT gy c oN DWG DRAWING LT LEFT or LIGHT ROW RIGHT OF WAY ®FOR APPROVAL gy N o DWY DRIVEWAY LTG LIGHTING RPM REVOLUTIONS PER MINUTE `` o do DITTO LUM LUMENS RR RAILROAD ® ® ® ®s _ ®® o r o LL DELTA - INTERIOR ANGLE OF THE CURVE LWT LEAVING WATER TEMPERATURE RT RIGHT rCONSTRUCTION SET1 sSIONAL�` o RWL RAINWATER LEADER y `- y E EAST or UNDERGROUND ELECTRICAL CONDUIT o, o EA EACH Z EX. I4E5: �J6 /O6 /'00 IT d E.A.T. ENTERING AIR TEMPERATURE DATE - Z EC ELEVATOR CONTROLLER F11111T Ing R, � �w-, 1� Ll V F a N � 0 AN 3 a U T� z 0 w s7 - ?7l0 PROPOSED WATER & IRRIGATION EXISTING PROPOSED AIR RELEASE VALVE Q WATERMAIN < 18" DIA - -- 8- W - -- 8 W 24" W 24" W WATERMAIN > 18" DIA _ IRRIGATION WATER ____8" IRR_ _ 8" !RR �� 6 "SL IRRIGATION SLEEVE BEND ---- +-%_,, XX XX- CROSS ---- �+ - - - -- - -+�,t- X X— TEE -- XX —ll XX- PLUG - - - - � - -� � OR � r FH o (DECIDUOUS) FIRE HYDRANT (CONIFER) WATER VALVE - - - -�WV - - ��- WATER VALVE W/ VAULT - - - ,��-WV - - -�—' rYw� REDUCER 8 -1''! - fl- - -4�,W 8 "x4 "REDT, THRUST BLOCK DEADMAN BLOCK u GAS. TELEPHONE, POWER EXISTING PROPOSED COMMUNICATION /ELECTRICAL DUCTBANK GAS MAIN _ _ _4" G___ 4" G OVERHEAD POWER - -- OHP - -- OHP — OVERHEAD TELEPHONE - - - OHT- - - - OHT UNDERGROUND ELECTRICAL CONDUIT - -- E - -- E LIGHT AND POLE # — SP— SP —SP— ELECTRICAL /LIGHTING - ` O JUNCTION BOX I� � J PROPOSED '� DATUM �J VERTICAL DATUM: LOCAL ® CONVERSION FACTOR = +3.21' NAVD 88 (CITY OF RENTON) ® THE VERTICAL CONTROL MONUMENTS ARE THE FOLLOWING: O TBM 2106 FOUND A 2" FLAT BRASS DISC WITH A PUNCH MARK ON A 4" X 4" CONCRETE 8 "SD POST MONUMENT DOWN 0.6' IN A MONUMENT CASE AT THE CONSTRUCTED INTERSECTION OF S.W. GRADY WAY & OAKESDALE AVENUE S.W.. 1- $ °SDI ELEVATION = 20.62 NAVD 88, U.S. FOOT. o o LEGEND EXISTING €U CURB & GUTTER LINE - -- - - -- PROPERTY LINE EASEMENT LINE ~ RIGHT OF WAY LINE bi CONSTRUCTION CENTER LINE t - Q J n a- Z w� TESC SUBCATCHMENT AREA BOUNDARY °o °o U z L� w CLEARING LIMIT FENCE yam t� w ckf p w CHAIN LINK FENCE w z FILTER FABRIC /SURVEY FLAGGING ema tr Q '� UTILITY REMOVAL CD w I O Q co TREE '' U .. Ir Z IL Z LEI C> BRUSH (A, y; - W p L¢ a WETLAND BOUNDARY -�- _ _ _ �. m a - D U WETLAND BUFFER s> V) so FREE WATER SURFACE o ; TRAFFIC OR PARKING SIGN 7 a C) L'E O oo (� 3a UTILITY POLE 1 � z ° �w Hfrl a S S E ad LIMITS OF ASPHALT CONCRETE PAVING, LIGHT SECTION n -,E LIMITS OF ASPHALT CONCRETE PAVING, HEAVY SECTION ;? ry I ` s om aci FLOW ARROWS co� CURB RAMP o °� TBM 1881 _ N - � a' SHEET PILING END OF THE CONCRETE RAILING ON THE NORTH SIDE OF THE S.W. 16TH STREET BRIDGE a OVER THE P -1 CHANNEL. BRIDGE IS LOCATED JUST WEST OF THE INTERSECTION OF SEWERAGE & DRAINAGE EXISTING S.W. 16TH STREET AND OAKESDALE AVENUE S.W.. 6 "Tp ELEVATION = 24.16 NAVD 88, U.S. FOOT. MANHOLE (ECCENTRIC) 8 "RWL TBM 1914 INLET E I FOUND A STANDARD COAST & GEODETIC SURVEY (CGS) BENCH MARK BRASS DISC, WITH 3 CATCH BASIN TYPE I / TYPE IP CATCH BASIN TYPE II O SET IN THE TOP OF THE MOST NORTHWESTERLY CONCRETE FOUNDATION OF A STEEL N a a TRANSMISSION TOWER NEAR THE NORTHWEST CORNER OF LONGACRES RACE TRACK, PIPE "SD APPROXIMATELY 90' SOUTHERLY OF THE SOUTHERLY EDGE OF PAVING OF THE EASTBOUND STORM DRAIN - - - 8 - - - < 12" DIA „ I ? Ial STORM DRAIN PIPE _ - -18'SD --- - - -� -- x > 12" DIA m r SANITARY SEWER PIPE 8 "SS < 12" DIA 3 0 TREE DRAIN ao N O O 0 RAIN WATER LEADER O z 0 3 F Z W SECTION LETTER X REFERENCE TO SECTIONS N N 0 yIY- SHEET SECTION DRAWN ON N O O o SHEET SECTION TAKEN FROM N_ o s7 - ?7l0 PROPOSED WATER & IRRIGATION EXISTING PROPOSED AIR RELEASE VALVE Q WATERMAIN < 18" DIA - -- 8- W - -- 8 W 24" W 24" W WATERMAIN > 18" DIA _ IRRIGATION WATER ____8" IRR_ _ 8" !RR �� 6 "SL IRRIGATION SLEEVE BEND ---- +-%_,, XX XX- CROSS ---- �+ - - - -- - -+�,t- X X— TEE -- XX —ll XX- PLUG - - - - � - -� � OR � r FH o (DECIDUOUS) FIRE HYDRANT (CONIFER) WATER VALVE - - - -�WV - - ��- WATER VALVE W/ VAULT - - - ,��-WV - - -�—' rYw� REDUCER 8 -1''! - fl- - -4�,W 8 "x4 "REDT, THRUST BLOCK DEADMAN BLOCK u GAS. TELEPHONE, POWER EXISTING PROPOSED COMMUNICATION /ELECTRICAL DUCTBANK GAS MAIN _ _ _4" G___ 4" G OVERHEAD POWER - -- OHP - -- OHP — OVERHEAD TELEPHONE - - - OHT- - - - OHT UNDERGROUND ELECTRICAL CONDUIT - -- E - -- E LIGHT AND POLE # — SP— SP —SP— ELECTRICAL /LIGHTING - ` O JUNCTION BOX I� � J PROPOSED '� DATUM �J VERTICAL DATUM: LOCAL ® CONVERSION FACTOR = +3.21' NAVD 88 (CITY OF RENTON) ® THE VERTICAL CONTROL MONUMENTS ARE THE FOLLOWING: O TBM 2106 FOUND A 2" FLAT BRASS DISC WITH A PUNCH MARK ON A 4" X 4" CONCRETE 8 "SD POST MONUMENT DOWN 0.6' IN A MONUMENT CASE AT THE CONSTRUCTED INTERSECTION OF S.W. GRADY WAY & OAKESDALE AVENUE S.W.. 1- $ °SDI ELEVATION = 20.62 NAVD 88, U.S. FOOT. DETAIL NUMBER X REFERENCE TO DETAILS XX SHEET DETAIL DRAWN ON ! —SHEET DETAIL TAKEN FROM COORDINATE NOTES: ALL COORDINATES SHOWN ut REFER ENCED ON THESE DRAWINGS HAVE BEEN TRUNCATED AS NOTED BELOW; ACTUAL STATE PLANE COORDINATES: N 173,400 E 1,653,000 AS SHOWN ON PLANS: N 73,400 E 53,000 LANES OF I -405 AND APPROXIMATELY 75' EASTERLY OF THE EASTERLY RAILROAD TRACKS. ELEVATION = 22.30 NAVD 88, U.S. FOOT. HORIZONTAL DATUM: BOEING LONGACRES SITE DATUM ti z Z qq �SIONAL 1 ® ®®--®-- 13Y -- -= lire' r�i ®NSTRUCTI ®N SET1 RECOMMENDED V EXPIRES: os /os /' co FOR APPROVAL ev ® z/zPga F °� TBM 1881 SET 3 1/2" BRASS DISK STAMPED "CITY OF RENTON BM" IN THE TOP OF THE EAST 8 "SS END OF THE CONCRETE RAILING ON THE NORTH SIDE OF THE S.W. 16TH STREET BRIDGE OVER THE P -1 CHANNEL. BRIDGE IS LOCATED JUST WEST OF THE INTERSECTION OF S.W. 16TH STREET AND OAKESDALE AVENUE S.W.. 6 "Tp ELEVATION = 24.16 NAVD 88, U.S. FOOT. 8 "RWL TBM 1914 FOUND A STANDARD COAST & GEODETIC SURVEY (CGS) BENCH MARK BRASS DISC, WITH NO KNOWN NATIONAL GEODETIC SURVEY ARCHIVE NUMBER, STAMPED "SS249 RESET 1984 ", SET IN THE TOP OF THE MOST NORTHWESTERLY CONCRETE FOUNDATION OF A STEEL TRANSMISSION TOWER NEAR THE NORTHWEST CORNER OF LONGACRES RACE TRACK, APPROXIMATELY 90' SOUTHERLY OF THE SOUTHERLY EDGE OF PAVING OF THE EASTBOUND DETAIL NUMBER X REFERENCE TO DETAILS XX SHEET DETAIL DRAWN ON ! —SHEET DETAIL TAKEN FROM COORDINATE NOTES: ALL COORDINATES SHOWN ut REFER ENCED ON THESE DRAWINGS HAVE BEEN TRUNCATED AS NOTED BELOW; ACTUAL STATE PLANE COORDINATES: N 173,400 E 1,653,000 AS SHOWN ON PLANS: N 73,400 E 53,000 LANES OF I -405 AND APPROXIMATELY 75' EASTERLY OF THE EASTERLY RAILROAD TRACKS. ELEVATION = 22.30 NAVD 88, U.S. FOOT. HORIZONTAL DATUM: BOEING LONGACRES SITE DATUM ti z Z qq �SIONAL 1 ® ®®--®-- 13Y -- -= lire' r�i ®NSTRUCTI ®N SET1 RECOMMENDED V EXPIRES: os /os /' co FOR APPROVAL ev ® z/zPga F a� AL�! ELECTRICAL SYMBOLS GENERAL NOTES: SWITCH, PUSH BUTTON, DOUBLE CIRCUIT, MOMENTARY CONTACT Cf CEILING MOUNTED LUMINAIRE (TYPE AND WATTAGE AS NOTED) 1. EXISTING UTILITY AND OTHER SUBSURFACE INFORMATION SHOWN ON -x �x CLAMPED FENCE CONNECTION THESE PLANS IS NOT GUARANTEED TO BE ACCURATE OR COMPLETE. ~ O GROUND ROD f C=cr- 1 LAMP FLUORESCENT LUMINAIRE (TYPE AS NOTED TO SCALE) THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ANY Li Lf) Eo b AUTOMATIC TRANSFER SWITCH - CIRCUIT BREAKER TYPE SUBSURFACE OBJECTS THAT MAY CONFLICT WITH ANY CONSTRUCTION. ry [I -G�— GROUND WIRE WITH EXOTHERMIC WELD CONNECTION nrs Q —G— GROUND WIRE (SIZE AS NOTED) Nc SWITCH, PUSH BUTTON, MUSHROOM HEAD, MOMENTARY CONTACT 2 LAMP FLUORESCENT LUMINAIRE (TYPE AS NOTED TO SCALE) 2. THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE W w o Z SWITCHBOARD OR DISTRIBUTION PANELBOA.RD, 277/480V °" NIGHT LIGHT ON EMERGENCY SYSTEM (TYPE AS NOTED TO OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS: °o HAND -OFF- AUTOMATIC SELECTOR SWITCH SCALE) U Z qjS p POWER PANEL, 120/208V °� 120/220 277/480V 45 mm ®� / -°� SWITCH, TEMPERATURE OPERATED NORMALLY OPEN ® EXAMPLE GF A CONTINUOUS ROW OF LUMINAIRES. "A" PHASE (LEFT BUS IN PANEL BLACK BROWN aQN " ,� SPECIAL PANEL OR ENCLOSURE AS NOTED ° "B" PHASE ( CENTER BUS IN PANEL) RED ORANGE Q ` }2 ® (� —I I— CONTACT ® LINEAR FLUORESCENT SUSPENDED FROM CEILING (TYPE AS NOTED "C" PHASE (RIGHT BUS IN PANEL) BLUE YELLOW o (!) Q ,µ w MOTOR 120V (SIZE AS NOTED) 1 PHASE AND TO SCALE) w Z M NEUTRAL WHITE GRAY $m U 4,sxa MOTOR 480V OR HIGHER (SIZE AS NOTED) 3 PHASE a CONTACT- OVERLOAD, (MOTOR STARTER) BATTERYPACK EMERGENCY EGRESS LIGHTS EQUIPMENT GROUND GREEN GREEN Q V) (2 JUNCTION BOX, FIELD SIZED ISOLATED GROUND GREEN W/ O o � I— CONTACT (RELAY SWITCH, MOTOR OPERATED TIMER, MOTOR YELLOW MOTOR STARTER, MAGNETIC WITH MOTOR CIRCUIT PROTECTOR o Z w J 1°0P STARTER, ETC.) (CR -1 DESIGNATES CONTACT TO BE WITH -u , FLEXIBLE METAL OR LIQUIDTIGHT FLEXIBLE METAL CONDUIT TRACER O Q U ® ENERGY MANAGEMENT CONTROL SYSTEM PANEL 1 4z CONTROL RELAY NO. 1). USE T FOR TIMER, M1 FOR MOTOR AS NOTED w 3: ckf STARTER NO. 1, ETC. 3. THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE 6 U - w U ®, 3/4;' #10 G HOME RUN-PANEL/CIRCUIT IE. A OBSERVED ON ALL MEDIUM VOLTAGE SYSTEMS: MOTOR STARTER, MAGNETIC WITH FUSED DISCONNECT SWITCH, _ ? w Q J0�20 SWITCH RATING= 30A /20A =FUSE SIZE -�- COIL (RELAY, TIMER, MOTOR STARTER, ETC.) A %2a,4b,6c / ( /2a =PANEL A AND MEDIUM VOLTAGE O w J (CR -1 DESIGNATES CONTROL RELAY NO. 1) USE T FOR CIRCUIT 2a) SLASH MARKS INDICATE QUANTITY OF CONDUCTORS 4 J m? W 01 DISCONNECT SWITCH (UNFUSED) SWITCH RATING 30A TIMER, M1 FOR MOTOR STARTER NO. 1, D FOR DELAY, ETC. (SIZE NOTED). LONGER SLASH INDICATES NEUTRAL WIRE (IF REQ'D). "A" PHASE (LEFT BUS IN PANEL I STRIPE OF VIOLET TAPE '� N REVERSED SLASH INDICATES GROUND WIRE. "B" PHASE ( CENTER BUS IN PANEL) 2 STRIPES OF VIOLET TAPE 1p DISCONNECT SWITCH (FUSED) SWITCH RATING 30A /30A FUSE w RELAY NSI STANDARD NUMBER FOR FUNCTION "C" PHASE (RIGHT BUS IN PANEL) 3 STRIPES OF VIOLET TAPE U u RATING (NOTED LETTER IDENTIFIES SPECIFIC RELAY) - N HH - -- HANDHOLE CONDUIT, UNDERGROUND, DIRECT BURIED. o ® JUNCTION BOX, SPECIAL (SIZE NOTED, 'VP-=WEATHERPROOF) 4. DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, -�I-- CAPACITOR ® PULL BOX (SIZE NOTED, "WP "= WEATHERPROOF) X FIRE SEAL THROUGH THE WALL CONDUITS & CONDUCTORS SWITCHES, ETC. WITH CIRCUIT IDENTIFICATION. c � o a o y OM METER (TYPE AS NOTED) X FIRE SEAL THROUGI THE WALL WIREWAY & CONDUCTORS PHOTO- ELECTRIC CONTROLLER PE t'V oo O z A - AMMETER : CONDUIT TURNING DOWN o E $n. FLOAT SWITCH KW - KILOWATT METER 1 z cco O 3Q -0 CONDUIT TURNING UP KWH - KILOWATT HOUR METER aw _1v_ RESISTOR PF - POWER FACTOR METER I CONDUIT TERMINATED ABOVE CEILING V - VOLTMETER F a F,r ---' ' -L - RELAY COIL VAR - VAR METER CONDUIT EXPOSED (RIGID METAL !MC, EMT OR AS NOTED) \ c a' v E Q THERMOSTAT FR - FREQUENCY — - - — CONCEALED CONDUIT (UNDERGROUND, UNDER FLOOR, IN WALL OR IN CEILING) £ © ® KEY INTERLOCK T TELEPHONE SOLENOID VALVE a �N BATTERY —FA FIRE ALARM CIRCUIT (ADT) a Q PUSH BUTTON STATION (TYPE AS NOTED) I �_ ^9 DUPLEX RECEPTACLE, 120V, 20. TYPICAL (WP= WEATHER PROOF; GFI= /1 � o Q ° = GROUND CONVECTION GROUND FAULT INTERRUPTER m O FEEDER SCHEDULE DESIGNATION (CABLE SCHEDULE DESIGNATOR) ) /I T Z j • TERMINAL BLOCK 4 TERMINALS I�� DUPLEX RECEPTACLE, 120V, 15A. CIRCUIT 3a �i MEDIUM VOLTAGE CABLE TERMINATION, STRESS CONE ® ( ) k DEDICATED RECEPTACLE ON DEDICATED CIRCUIT ° oal- FUSE INDICATOR LIGHT (RED) R =RED, A= AMBER, oEO (SPECIAL RECEPTACLES TO BE NOTED AS TO MFG. & ag o G= GREEN, B =BLUE CATALOG NUMBER) TRANSFORMER (CAPACITY, PHASE AND VOLTAGE NOTED) WIRE CROSSING, NOT SPLICEDzu SINGLE TWISTLOCK RECEPTACLE 120V, 20A lJ �V TRANSFORMER f FGURPLEX RECEPTACLE, 120V, 20A (YYYI WIRE SPLICED �� SINGLE PHASE 208V RECEPTACLE (TYPE AS NOTED) POTENTIAL TRANSFORMER WITH PRIMARY FUSE THREE PHASE RECEPTACLE (TYPE AS NOTED) oe TR TRANSFORMER RELAY U) `` — CURRENT TRANSFORMER RATIO AS NOTED r ko THREE PHASE RECEPTACLE (TYPE AS NOTED) Jb PIGTAIL CONNECTION 49: DUPLEX RECEPTACLE IN FLOOR CIRCUIT BREAKER, MEDIUM VOLTAGE. FIXED EQUIPMENT IDENTIFIER 7 TELEPHONE OUTLET CIRCUIT BREAKER, MEDIUM VOLTAGE DRAW OUT TYPE J X = tJgMF Y = HP KW, OR KVAO TELEPHONE OUTLET IN FLOOR a EQUIPMENT (AIR CIRCUIT BREAKER) pa HORN = IDENTIFIES LUMINAIRE TYPE & `NATTAGE (A =TYPE, 100= YVATTAGE) zd x �E {III j} DRAW OUT POWER FUSE IT] MANUAL FIRE ALARM PULL STATION j rc WALL MOUNTED LUMINAIRE (TYPE AND WATTAGE AS NOTED) ° s SMOKE DETECTION HEAD -Q- CIRCUIT BREAKER MOLDED CASE, LOW VOLTAGE HIGH INTENSITY DISCHARGE LUMINAIRE (TYPE AND WATTAGE s AS NOTED) O°. HEAT DETECTOR -RATE OF RISE CIRCUIT BREAKER, LOW VOLTAGE DRAW OUT TYPE 0-M ROADWAY /PARKING CUTOFF LUMINAIRE (TYPE AND WATTAGE 6 BUZZER CIRCUIT BREAKER WITH SHUNT TRIP DEVICE AS NOTED) Q COMPUTER WALL OUTLET 01 EXIT LUMINAIRE, CEILING MOUNTED, DIRECTION OF EGRESS $ SINGLE POLE TOGGLE SWITCH VOLTMETER SWITCH NOTED m > �0I EXIT LUMINAIRE, WALL MOUNTED, DIRECTION OF EGRESS $, THREE -WAY TOGGLE SWITCH AMMETER SWITCH NOTED ■ MAGNETIC DOOR RELEASE —0- TEST SWITCH - CONDUIT W/ SEAL FITTING (HAZARDOUS AREAS) NON -FUSED DISCONNECT SWITCH Mai MOTOR CONTROL CENTER FUSED DISCONNECT SWITCH 0 0 GANGED SWITCH, DISCONNECT 0 SWITCH, TOGGLE (MOMENTARY CONTACT) 0 o I u� LL °I.w SWITCH, PUSH BUTTON, MOMENTARY CONTACT y 4 04 0 N 0 CT+ StF1" 04 ® ® e ® s ® ® SIFS°• SiS N - - - - -- ����— CONSTRU TION SET1 TONAL' EXPIRES: 70/05/99 1 °o _ , RECOMMENDED ®Y ® a1z► 1 0 ` iFOR APPROVAL ®Y ; DATE: I( Cry r7 - z�toor y IL v U ,0 0 V I a I� z N � U � o ao 3a r U I rn I r� U i w Ir;; p a- n z w Z Q _v J =08 w d moo ii � 0 3 l O w W z Q °Nm "v C) � !w- CD 0:� w N `0 Zw Z U no— w0� a ® 0 w z C) 'o E - o ✓ z Lq �z "' U G'w rn `o ` -E O L a �a y C Oy ao a o 2 ma En a� Z =� O a a = m ai U 4 I �. I �I a- a 1 s. I o I of X I II co 0 N M O O O In X Cl) 3 D O N N N O O zI zj 1` j I I 0 O .d °slp o � N. 1/2, SEC. 25,1 23N., R. 4E., W.M. 1 _3f� f 41 .:� ..•. �' \.F_ � _ �, fig/ � -- - - -- I , \\ CONSTRUCTION NOTES: laslv En © 55 27th STREET ~ - - - - - - - - - - - - CONTRACTOR STAGING, S o AREA. CONTRACTOR SHALL ffl® \ c- _ SEDIMENT TO EXISTING \ H- Q d z GL 1 \\\ ,,Q`lu \ I NOTES: 1. FOR SURVEY CONTROL INFORMATION, SEE DRAWING G4. N 2. FOR DRAWING SYMBOLS, SEE DRAWING G4. 3. FOR GENERAL GRADING NOTES, SEE DRAWING 1C(G)800. KEY PLAN SCALE: NONE I 0 O o � N. 1/2, SEC. 25,1 23N., R. 4E., W.M. ®RECOMMENDED BY =_ = CONSTRUCTION NOTES: ~ - - - - - - - - - - - - CONTRACTOR STAGING, LAYDOWN AND STORAGE xx - - -- AREA. CONTRACTOR SHALL e � DATE: J PREVENT TRANSPORT OF SEDIMENT TO EXISTING L DRAINAGE SYSTEMS IN 100' 50' 0 100' 200' ACCORDANCE WITH SPECIFI- -- — -- — -- CATION 02771. — _ CONSTRUCTION HAUL -\ ROUTES NOT SHOWN. I CONTRACTOR SHALL PREVENT TRANSPORT OF SEDIMENT "YOPID ANf D BRIS BE PROJECT LIMITS IN ACCORDANCE WITH SPECIFICATION 02771. '.5 -100 , �`t y a 27TA Ow OA 4m wmw qw Now W40 a o 1 j % 6 i KEY PLAN SCALE: NONE I 0 O S. 1/2, SEC. 24, T. 23N., R. 4E., W m. N. 1/2, SEC. 25,1 23N., R. 4E., W.M. ®RECOMMENDED BY IFOR APPROVAL BY ~ - - - - - - - - - - - - r CONSTRUCTI � SET, xx - - -- �f �9fygSIONAL�'` I EXPIRES: 04/26/700 e � DATE: J �- 45 100' 50' 0 100' 200' SCALE: 1"=100' C`/D: /D- 211-rOa6 � - o W y u 0 � - N � dU < rn �o F c� C:) w m :J �u L \11 0 m O 0 0 N O O 0 u5 C) 0 0 N N i N 0 0 0 I� �I mm� s3; o � e m: 91 L L S. �I Rr. CtI; /,-),a)1-0o7 C5100020.DWG 1C G 17 m nI a� �V W // / PLANTERS / \\ \ \\ o0 PLANTERS W 72 NOTES: 1. FOR SURVEY CONTROL INFORMATION, SEE nRAWINr_ G4 DETENSONR POND R 2. FOR DRAWING SYMBOLS. SEE DRAWING G4. 3. FOR GRADING NOTES, SEE w Z U) w �� \f RR v� \, \v / AND W ND �'•., �', DRAWING 1C(G)800. 4.PROPOSED CONTOURS AND SPOT ELEVATIONS ARE CL 0 CD V) Z r \� \\ \ 1 1 ,� FINISH GRADE. REFER TO LANDSCAPE PLANS TO SUBGRADE z �\1 \`+ ELEVATIONS Q j j I 11 V 5. AREAS TO RECEIVE 6" IMPORT TOPSOIL TO BE Z w OJ 3 PAVED ^ / I I \ \ C CONSTRUCTED 6" BELOW FINISH GRADE. FINAL 6" z w j 14 \. ` OF TOPSOIL WILL BE PLACED DURING CONS - TPUCT10N LANDSCAPING. w0 < M I / __' j ', A �,- '� -_, AREAS TO RECEIVE TOPSOIL DENOTED WITH / \'.. _.. HATCHING: N 400 ,72 / 1 I \ \ PLANTERS N 72,400 6. AREAS TO BE PAVED. SEE PAVING PLANS. [7rZ ^c O �'- O 3 a �zaw � c .2 E m E `\ GRANITE BLOCK WA - - q I -mill os PAVED \ 4w27500 7 0 Lo y�Y Q 3 f h Q a x m U I I J i U Q I A j �\ 'y \ 10 N 1 18 809 ( a ` i II ?(X � � X �X , PA. VED I _ L� . -- I I:.- I ,.. � I ,• I � � 33 035 o I 6 �. 38 40 43 41 > 4 50 f3 51 5 1 6 63 64 65 ni I �. , o' 1...• M I 00 0 Mi o7 68 69 70 71 72 73 74 75 J _ - N 72,200 1' N 72,200 �ilil I o f > 20 10' 0 20 40 KEY PLAN SCALE: NONE ._. l N S. 1/2, SEC. 24, T. 23N., R. 4E., W.M. N ° V N. 1/2, SEC. 25, T. 23N., R. 4E., W.M. ®.® ® ® ®® ®RECOMMENDED BY 1 rCONSTRUCTION SET, �o �W L (�z�l 9ssI0NA` Q EXPIRES: 04/26/'00 . _ Z I Swp• ?j -2 1+0 � FOR APPROVAL By � ®®® DATE: Rr. CtI; /,-),a)1-0o7 C r 9 V / a � a N � 0 0 1 a m E S z '^ z V1 O m 3 0 N O O O U 0 0 N N N O 0 O I rn N U Y W O Q d � z U z °o o° Li w mms d a4 O u E C4 o�e W z Z N Q Q6 SSOm— c) Q 3 C: zw O 9 H N LOzw ZwU OQ 6 m� •i s > 1n .2 o.. W N C C 3E a V �.i F Gcl '0- �i rn o c vE .� E E Z° £ c c c7��E 0!! a0 T 1 In Q AIa �I a 2 9 i3 iY 10! N W o g U i o � O I y v C5100026.DWG 1C(G)22 NOTES: .FOR SURVEY CONTROL INFORMATION, SEE DRAWING G4. FOR DRAWING SYMBOLS, SEE DRAWING G4. FOR GRADING NOTES, SEE DRAWING 1C(G)800. .PROPOSED CONTOURS AND SPOT ELEVATIONS ARE FINISH GRADE. REFER TO LANDSCAPE PLANS TO DETERMINE SUBGRADE ELEVATIONS. .AREAS TO RECEIVE 6" IMPORT TOPSOIL TO BE CONSTRUCTED 6" BELOW FINISH GRADE. FINAL 6" OF TOPSOIL WILL BE PLACED DURING CONSTRUCTION OF LANDSCAPING. AREAS TO RECEIVE TOPSOIL DENOTED WITH HATCHING: .AREAS TO RECEIVE 6" OF NATIVE SOIL FOR PLANTING TO BE CONSTRUCTED 6" BELOW FINISH GRADE. FINAL 6" OF NATIVE SOIL FOR PLANTING WILL BE PLACED DURING CONSTRUCTION OF LANDSCAPING. AREAS TO NATIVE SOIL FOR PLANTING DENOTED WITH HATCHING: E AREAS TO BE PAVED. SEE PAVING PLANS. El KEY PLAN 20 10 0 20 40 SME: NONE S. 1/2, SEC. 24, T. 23N., R. 4E., W.M. /qq N N. 1/2, SEC. 25, T. 23N., R. 4E., W.M. r NSTRUCT1ON SET , IRECOMMENDED BY e Z EXPIRES: 04/26/'00 iFOR APPROVAL BY ; Fo DATE: r ®a s v ®®a ® ®a ®®®a ® 5 I 'ip N ,15 � I ~ 4 n ' F N U � 1 z A rn o 0� t F w U S a U 0 w rn N 72,200 °o ,6 i1 b N I i- I U 11 Y W Q ry r Q I w ~ J � Z ..o--5 CL I<3 0� �r7 N tD W Z Z CV am.) 2 C ao cif c � ZW ui N 0 z W ZWU m< mi 7D Ln ao oy w z L= Q 3E E- a . DW ,E- s �i E c E �E om Y � Z T o� I 41 n a I i I NI a0 0 m 3 I! j Izi _W ' i I Iol " �V I� O N u i C,4 0 o _ O I N 0 CSTC STORMWATER DETENTION POND AND WETLAND — j EDGE OF OND WA, EL. = 8.37 / 7 /98 / / i / / / / / i� s, 2) fie" X `8( NOTES: Q-; ,., ✓`: WOOD LOGS 7?'P) 'C \ 1. FOR SURVEY CONTROL INFORMATION, SEE / DRAWING G4. INLET GRAN RIM 13.85 2. FOR DRAWING SYMBOLS. NV e"(NE)= 2.3 SEE DRAWING G4. �� 3. FOR GRADING NOTES, SEE E7 R.R w \ DRAWING 1 C(G)800. M '1 .71 MW f{4 V - -' E) =12.11 2.5'" DIA x 0.2' ABOVE cRO �_ 4. PROPOSED CONTOURS AND TOP of PVC EL. 1 t9 (-� \ Po SPOT ELEVATIONS ARE }_Q. FINISH GRADE. REFER TO LANDSCAPE PLANS TO DETERMINE SUBGRADE ELEVATIONS. a 5. AREAS TO RECEIVE 6" IMPORT TOPSOIL TO BE ARP` i \ CONSTRUCTED 6" BELOW FINISH GRADE. FINAL 6" OF TOPSOIL WILL BE PLACED INLET DRAIN �� \ DURING CONSTRUCTION OF W } RIM = 14.76 � LANDSCAPING. AREAS TO INV'6 "(NE) =13.33 RECEIVE TOPSOIL DENOTED AR A UNDER WITH HATCHING: C STRUCTION \ \ GRASS V. / \ e 6. AREAS TO RECEIVE 6" OF NATIVE SOIL FOR PLANTING / TO BE CONSTRUCTED 6" BELOW FINISH GRADE. FINAI INLE uRAIN 6 "' OF NATIVE SOIL FOR I� 6 °ENE) 1 PLANTING WILL BE PLACED / P DURING CONSTRUCTION OF 15' WATER EASEMENT / LANDSCAPING. AREAS TO THIS EDGE OF PAVEMENT NATIVE SOIL FOR PLANTING TO BE INSTALLED 2" ABOVE / / �J/ ` EXISTING GRADE. TRAIL / DENOTED WITH HATCHING: AND MAINTENANCE ACCESS / PER PAVING PLAN FROM THIS EDGE / 7 N 72,000 THIS AREA WAS UNDER / AZ n CONSTRUCTION AT TIME OF PARCEL 1 TOPOGRAPHIC SURVEY. _ - CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PARCEL A PRIOR TO BEGINNING WORK. f � 1 N - 8. AREAS TO BE PAVED. AREA U E / 0 SEE PAVING PLANS. L — W, T - 31 AND ! LANf)! ID€ JCrN - i QO _ -S —EL --8.5 -. �. _. T I JG i • is : • 7 1 . ,:. UNDER ; AREA ; ON U r - - - 1 -- I _ f3� � �Q -•... �. _ �I � t cl N 71.850 Swop s,- s'ry f KEY PLAN 20 10 0 20 40 SCALE: NONE S. 1/2, SEC. 24, T. 23N., R. 4E., W.M. 0 _ N N. 1/2, SEC, 25, T. 23N., R. 4E., W.M.or rC®NSTR TION SET, f 9 EXPIRES: 04/26/'00 'RECOMMENDED BY iFOR APPROVAL BY ; DATE: BY r. o..________________s o ® ® ® ® ®� c, I-) ° 3 � � s c H g V I ate. b z NW zm cam°+ 0 m 3 `' W a p- z 0 w 0 3 0 N O 0 0 v 0 0 N N i 0 O TI _ 3) � o�& ; U Y w Q G D' n i U~ z 2.8 li w mom L- g CL t3� O w o =e W Z 2 04 Q °om Q:E � CK D' C7 Z w OQ `o,US N U z w ZwU OQ L in �> U) U a° 0 0 wz y N C O 3a Z . aw F+ W -4 L n Qi rn0 vw C4 g a e e Z zg 3 _ = i jo N �gV) is LLI a � m C5100032.DWG IC(G)27 NOTES: 1. FOR SURVEY CONTROL INFORMATION, SEE DRAWING G4. i 2. FOR DRAWING SYMBOLS, SEE DRAWING G4. 3. FOR GRADING NOTES, SEE DRAWING 1C(G)800. 4. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE FINISH GRADE. REFER TO LANDSCAPE PLANS TO DETERMINE SUBGRADE ELEVATIONS. 5. AREAS TO RECEIVE 6" IMPORT TOPSOIL TO BE CONSTRUCTED 6" BELOW FINISH GRADE. FINAL 6" OF TOPSOIL WILL BE PLACED DURING CONSTRUCTION OF LANDSCAPING, AREAS TO RECEIVE TOPSOIL DENOTED WITH HATCHING: 6. AREAS TO RECEIVE 6" OF NATIVE SOIL FOR PLANTING TO BE CONSTRUCTED 6" BELOW FINISH GRADE. MINA 6" OF NATIVE SOIL FOR PLANTING WILL BE PLACED DURING CONSTRUCTION OF LANDSCAPING. AREAS TO NATIVE SOIL FOR PLANTING DENOTED WITH HATCHING: El ' FOR GRADING IN THIS AREA REFER TO DRAINAGE PLANS. 8 AREAS TO BE PAVED. SEE PAVING PLANS. D S wr -a'- -axio 4 4 � R7 KEY PLAN SCALE: NONE 20 10 0 20 40' Tp� S. 1/2, SEC. 24, T. 23N., R. 4E., W.M. N N. 1/2, SEC. 25, T. 23N., R. 4E., W.M. va ®® vv 71 vv ®v. ®vvvvvvvvvvvvvvvv . r (RECOMMENDED BY ® CONS RUC(7N 3ET EXPIRES: 04/26/'00 (FOR APPROVAL ev ; :gvaa DATE: J F Av avea®_a ®r®®v®svv® vv v® v® I n o E 0 F ®U ,^ W rn 2 o � N F� W z a 3 0 Nj M O O 0 v 0 N N N O 0 0 00 a CV N e/ 1 Yw Qr w w U ~ Z Z mom w d w tap G C7 00 u� Q Z n. WQ 0 ®I o= S. Q m°iQ Of = zw OQ uj 5w C/) 0 = w L f° Z w C) m -OQ L mcy- p % U7 �U Q Q of E-� 3 �z F 73 u! Fa �--, Q "o �E ,E a� (n o zg V) i = m� I I a I I I c I / / / / ED— HELIS P SAFE ZONE 0 o ' ri w - ' \J L 1S W R EA EMENT i i Z 1L0l> THE PROJECT SITE INCLUDES AN ACTIVE HELISTOP SITE WHICH WILL CONTINUE TO BE j ° UTILIZED THROUGHOUT CONSTRUCTION. AIRCRAFT WILL PASS OVER THE PROJECT SITE W THROUGHOUT THE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL COORDINATE WORK z! IN THE VICINITY OF THE HELISTOP WITH THE OWNER. A SAFETY AREA WITH A RADIUS OF 55' SHALL BE MAINTAINED AT ALL TIMES AROUND THE HELISTOP. THE SAFETY AREA SHALL BE KEPT CLEAN AND FREE OF CONSTRUCTION EQUIPMENT, VEHICLES, CONSTRUCTION of MATERIALS, STOCKPILES, DEBRIS, OR ANY OTHER FOREIGN OBJECT WHICH MAY POTENTIALLY DAMAGE A HELICOPTER OR CAUSE INJURY. 0 NI TRAILER / I / ITRAILI o ._ GIRT 12 N 71.800 3 4. 5. 6. E VOTES: FOR SURVEY CONTROL INFORMATION. SEE DRAWING G4. FOR DRAWING SYMBOLS, SEE DRAWING G4. FOR GRADING NOTES, SEE DRAWING 1C(G)800. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE FINISH GRADE. REFER TO LANDSCAPE PLANS TO DETERMINE SUBGRADE ELEVATIONS. AREAS TO RECEIVE 6•' IMPORT TOPSOIL TO BE CONSTRUCTED 6" BELOW FINISH GRADE. FINAL 6" OF TOPSOIL WILL BE PLACED DURING CONSTRUCTION OF LANDSCAPING. AREAS TO' RECEIVE TOPSOIL DENOTED WITH HATCHING- F-1 REFER TO DEMOLITION AND DRAINAGE PLANS FOR EXISTING DRAINAGE SYSTEM LOCATION AND REMOVAL/ABANDONMENT SEQUENCE. DTHIS AREA WAS UNDER CONSTRUCTION AT TIME OF YOPOGRAPHIC SURVEY. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO BEGINNING WORK. E> FOR GRADING IN THIS AREA REFER TO DRAINAGE PLANS. AREA CLEARED AND GRUBBED 12" PER ESC PLAN. FILL AREA IITH S1 TO MATCH EXISTING ;RADE AND SLOPE. I. AREAS TO BE PAVED. SEE PAVING PLANS. 0 �I RM L 0 ®--- - - - - -m 2= Q ® 8Y .1�,, tI (RECOMMENDED FOR APPROVAL av CI ,-�) ; /7) - : 7s� C KEY PLAN 20 10 0 20 40' SC&E; NONE � a • ro S. 1/2, SEC. 24, T. 23N., R. 4E., W.M. N. 1/2, SEC. 25, T. 23N., R. 4E., W.M. �o� 346Mc �sSI0 ®® s ue CONSTRUCTION SET /zq��9 Al, ( Y EXPIRES 0— 4/26 --- 00 w . 21z /ate! DATE: � i I CI ,-�) ; /7) - : 7s� C L u 0 V I a z N� m U i a z� pL C l•� m� p� I�1 " a z W 0 rn m N C m O O O T) U 0 0 N N N O O fi 0 O g 1 U Yw dLLJ� n � U ~ Z o° o° Li w °m' 8 Li z 3 C7 N Q zC-5 CD w oO < H `U z w ZwU OQ L m� ® J :D vol I 0 N N W i, i I I N 71,400 .I mi °y I C) 3 E E'' a E-F ��i D a �m °5v c vo m i a. � I z 1 _ 3 a Q N 71 I so- N . !w i ! Z . O_ to w V _ N I N 0 U� CI p Ni I X3 . [x :J Z zr � U I �x k f. PROPOSED STORM COMBINED WETPOI` POND DESIGN SUF Ix °1 x I� I I X Lx X I Swp- sT -j7ro 1 c i i 2%5 a°a o k I I W r I \ L0 I 7 T h k I I f. I {.. NAGE fENT10 EL =8. I I i I I 1 \ I I � I I 1 II I d t I I a I i tt u''� 1 l Q I V CB ` 00 { t 4 f ' N c'I �, 1 \ Lr)� ti r E� r r k -I- r { 15 i7 u C5100037.DWG IC G)32 NOTES: 1. FOR SURVEY CONTROL INFORMATION, SEE DRAWING C4. 2. FOR DRAWING SYMBOLS, SEE DRAWING G4. 3. FOR GRADING NOTES, SEE / DRAWING 1C(G)800. 4. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE / FINISH GRADE. REFER TO LANDSCAPE PLANS TO DETERMINE SUBGRADE ELEVATIONS. 5. AREAS TO RECEIVE 6" IMPORT TOPSOIL TO BE CONSTRUCTED 6" BELOW N 71,400 FINISH GRADE. FINAL 6° OF TOPSOIL WILL BE PLACED DURING CONSTRUCTION OF 15 LANDSCAPING. AREAS TO - - RECEIVE I OPSOIL DENOTED WITH HATCHING: 6. AREAS TO RECEIVE 6" OF NATIVE SOIL FOR PLANTING TO BE CONSTRUCTED 6" BELOW FINISH GRADE. FINAL 6" OF NATIVE SOIL FOR PLANTING WILL BE PLACED DURING CONSTRUCTION OF LANDSCAPING. AREAS TO NATIVE SOIL FOR PLANTING DFI`hOTED WITH HATCHING: B F] 7. AREAS TO BE PAVED. SEE PAVING PLANS. I _�N 71 I 6 , s ID u POND "B" SHALL NOT BE FILLED UNTIL PROPOSED STORM DRAINAGE SYSTEM IS APPROVED BY OWNER. I"? fir) 6 63 64 65 69 70 KEY PLAN 20 10 0 20 40' SCALE: NONE S. 1/2, SEC. 24, T. 23N., R. 4E., W.M. N. 1/2, SEC. 25, T. 23N., R. 4E., W.M. N oy 346-14 ° ®® l / �SS�O �yGti - rCONSTRUCTION SET, BY � i"YC EXPIRES: 04/26/'00 ®RECOMMENDED FOR APPROVAL aY ® ` DATE: 7 — -- ®r °°°--- ®- ®--- - - - - -� — — — — — 0",-' -> - ,2s-coC OW rn 00 M 0 0 0 O c,j O L L 5 O0 - - - - - - 0 0 0 1 NOTES 1 FOR "U'RvEl" INFORNfArION. SEE DRAWING C,4 i III 2 FOR DRAWING 5'(M3OL 1 SEE DRAWING -4 0 POWER TR NSFORMER-4,"! \1 LLJ < (Y n L, Li cl. 0 LLi i/ I % I POWE PANEL 13 FOR GRADING NC T F'i, F F i DRAWING 'C(G)800 4. PROPOSE ONTOURS Alit () SPOT ELEVATIONS ARE FINISH GPADE. REFER 70 LANDSCAPE PLANS 70 ASS (D CD 0 < n DETERMINE SUBGRADE ELEVATIONS. LLI Z < < ck� C-D CD 16 15. REFER TO DEktljL!Tl,)N • a.& LA AND DRAINAGE PINS !to IL 0 ry Z LLJ OF LLJ _j CD N 71,400 FOR EXISTING DPAiNA� SYSTEM r'ION AND, ZrtM LUCA N 71,400 REMOVAL/ASAIND,,)NMEN r SEOUENCE 0 Z L No > 00 Z uj [Tj < 0 In cn __15 AREA .41A_ I CONSTRUCTION A! TIME TOPOGRAPHIC SUR�. T CONTRACTOR SHALL FIELD VERIPf --_x.sriNc, coNomoNs Ppiop ro BEGINNING WORK !F�AREA CLEANED AN:' ;RUBBED pcv oN C) Q o- E E- I I TESC PLAN FILL AR FA ......... E-CL E x TO MATCH E)(I,:,rING AND 'SLOPE AT PFRMETER tREA ME B.9 POND -0/lEP BOX NI CONSTRUCTION NOTES- 2' !nNDUIT 69 WATER EL - 6. 9 11: 53AM, 19198 (,-3 LrD) POND "B" SHALL Nor PE FILLED UNTIL PP(JP(-)SED STORM DRAINAGE p IS APPROVED L( OW.IER 0 (n 41) FOLLOWINC- APPROVAL FILL POND AS SHOWN . l 7 It ■ I, a_ 04 71,200 —15 AREA UNDER 16 CONSTRUCTLO14 4�3 ff gaiw 'a4 EDGE OF PAVEMENT 0 SURVEYED ON JUNE 1998 cl! -- - ----------- 7 KEY PLAN O 20' 10' 0 20' 40' 5c4LL Nw V) S. 1/4 SEC. 24, t 23N., R. 4E, WX o N N. 11/2, SEC. 25, I 7A ) ., R 4E, W.M. ey *10..! CONSTRUCTION SE-1 i G C, EYI>IRES: 04/2- IRECOMMENDED r 1 %v#o - J7 J;Pro IFOR APPROVAL BY I lmwieA, BY 6 z I I I — - - - - - - - - - - - - - - - �_.# DATE: L�L — � L L 5 a F ® 0 I� N (� Z N 3a a U a a m o� - x � m' co N d z 0 0 O _0 > U o U o o Z N o N N o 0 0 0 o - c � z SW60- 27 -2'!f® LID XP t I 2 t I 1 �� �`� ► I� X X X 14 I � t V I 11.75 Li vvI = I' CI IN � \ V i \\ - E t- `I I Hl 7 \ 8. 16 274TOOE 16----\ II X v LI. � Q RvEY CON rR0 iNFORmArioN. SEE VHAWINV G4 FOR DRAWING 5YMgl),_ SEE DRAWING, 04 I I FOR GRADINI,J NOTES DRAWING !C(G )800 PROPOSED C.ONTOI R5 `riD SPOT ELEVATIONS ARE FINISH GRADE REFER 70 LANDSCAPE PLAN'S TO k DETERMINE SI)BGR -ADE P ELEVA7,11ONS AREAS r;5 RECU c 6— IMPORT TOPSOIL P' FINISH GRADE FINAL b �7Fl TOPSOli WILL BE PI f'J DURING CONSTRIJ; rU N ,� �NDSCARING AREAS r D �cGCEIVG TOPSOIL DcN )TEf WITH NAT HIN ',. i j AREAS TO RECEIVE , OF II N, ATuJE SOIL FOR r ANIT *1, I TO BE t ONSTPo -ISI N BELOW FINISH I;RAL 6' OF NATIVE S(',iL rOR PLANTING' MLL BE -L^ -r J I DURING CON MIJCTIOr1 nF LANDSCAPING AREAS Try NATIVE SGIL FOR PLANTING n1CTED WITH r,AT."iN(; I FOR CIPADIN('; I IN THI -; AREA REFER TO DPAIPWr E PLAINS PcrcR ip vtnh )LI' .)ri AND DRAIN E PLAN FOR EXISTING ORAINAIJE S(STEM LOCATION AND REMOVAL /ABANDON ,?ENT SEQUENCE AREAS TO BE PAVED SEE PAVING PLAN'- I l ' 1 %42 �31lay(T a, KEY PLAN 20" 10" 0 20" 40' sakE wm S. 1/2, SEC. 24, T. 23N., R 4E., W.M. H / k 1/2, SEC. 25, T. 231., R 4E., W.M. . RECOMMENDED By Sri rCONSTRUCTION SET, I ExP4,��,. :FOR APPROVAL By By i I ��` r� QZ s Z voo Uw C' c gym" Lj of Q Q < < Z ILN ow w �0zr Z .W D m a J �> 0 _ aai o a �Y O Q °E E- 3 ¢ nW � E- U �o a ,E �N c C ° N ¢ 8 z O _ c a a � ~ m U ppjpj o� - x � m' co N d z 0 0 O _0 > U o U o o Z N o N N o 0 0 0 o - c � z SW60- 27 -2'!f® LID XP t I 2 t I 1 �� �`� ► I� X X X 14 I � t V I 11.75 Li vvI = I' CI IN � \ V i \\ - E t- `I I Hl 7 \ 8. 16 274TOOE 16----\ II X v LI. � Q RvEY CON rR0 iNFORmArioN. SEE VHAWINV G4 FOR DRAWING 5YMgl),_ SEE DRAWING, 04 I I FOR GRADINI,J NOTES DRAWING !C(G )800 PROPOSED C.ONTOI R5 `riD SPOT ELEVATIONS ARE FINISH GRADE REFER 70 LANDSCAPE PLAN'S TO k DETERMINE SI)BGR -ADE P ELEVA7,11ONS AREAS r;5 RECU c 6— IMPORT TOPSOIL P' FINISH GRADE FINAL b �7Fl TOPSOli WILL BE PI f'J DURING CONSTRIJ; rU N ,� �NDSCARING AREAS r D �cGCEIVG TOPSOIL DcN )TEf WITH NAT HIN ',. i j AREAS TO RECEIVE , OF II N, ATuJE SOIL FOR r ANIT *1, I TO BE t ONSTPo -ISI N BELOW FINISH I;RAL 6' OF NATIVE S(',iL rOR PLANTING' MLL BE -L^ -r J I DURING CON MIJCTIOr1 nF LANDSCAPING AREAS Try NATIVE SGIL FOR PLANTING n1CTED WITH r,AT."iN(; I FOR CIPADIN('; I IN THI -; AREA REFER TO DPAIPWr E PLAINS PcrcR ip vtnh )LI' .)ri AND DRAIN E PLAN FOR EXISTING ORAINAIJE S(STEM LOCATION AND REMOVAL /ABANDON ,?ENT SEQUENCE AREAS TO BE PAVED SEE PAVING PLAN'- I l ' 1 %42 �31lay(T a, KEY PLAN 20" 10" 0 20" 40' sakE wm S. 1/2, SEC. 24, T. 23N., R 4E., W.M. H / k 1/2, SEC. 25, T. 231., R 4E., W.M. . RECOMMENDED By Sri rCONSTRUCTION SET, I ExP4,��,. :FOR APPROVAL By By i I ��` �z N Q CO ® 3° l U m N m 3 O M O O 00 V O O N N N O O O v .. X5100033 NOTES: as 1 CONTROL ,AI q G y, ® FOR SURVEY CONTR ® TO' 0 V�11 :STf�E .......... INFORMA GIV Stt x DRAWING G4. 2. FOR DRAWING SYMBOLS, Li i u SEE DRAWING G4. 3. FOR GENERAL STORM I DRAINAGE NOTES, SEE 25 —01 ' DRAWING 1 C(D)800. w < <� ID 0 uj oQ - °- -' ui G: PON® MM - z w Q N a4 e' CONSTRUCTION NOTES: � z a ', !.. .,�" � a �;._ -�./ _. � CONTRACTOR STAGING, Z _/ - CJ � — w < � ,> t ,; �- �� .; �% — I E��'9, � LAYDOWN AND STORAGE L 0 AREA. CONTRACTGR SHALL m I ®� E u- / mss' PREVENT TRANSPORT OF go > SEDIMENT TO EXISTING e - s �V`. 190- 1 I - (••. °' �� s DRAINAGE SYSTEMS IN ACCORDANCE WITH SPECIFI- CATION 02771. ED P o , o N CS ;`'PON[� \•� _ 1 1 CONSTRUCTION HAUL oo O Z g i I %" e:, - _ _ ROUTES NOT SHOWN. O 2 ENLrGEM.E T _ — z M o 3Q _ +: "` : - - - -- °... - - - -- CONTRACTOR SHALL PREVENT TRANSPORT OF SEDIMENT ;ui AND DEBRIS BEYOND PROJECT LIMITS IN ACCORDANCE WITH �, SPECIFICATION 02771. - �E 3 ' If z —L 0 ' I I I !25 - 10 ao 0 Ti _ t f / m: W b \ Q f • E _ - I .OSEQ� F' a 3 1 POND `ENTON �i 33 0 1 r ; POND V S5 b' c F ® U 0. w� o P'1 „ z 0 m 0 0 0 0 0 L Ol N O O O c CID i"�) - 2,7J-ell � 1 n V 2 1 z� a� F co 0 Qa U a �7 0 0 m 0 00 0 O O L0 U O 0 N O O d O C`i,) ; r') - a )laiz o N 72.200 ,.P f,' M - UNABLE TO TO OPEN -� }, :, \ ° 5 '-�- WOOD IG LOGS�(TYPO LID JAMMED `; o a p Poo G \ \� o� C510009S.DwG !C(D)23 1 NOR SURVEY oo / P A A �� CONTROL pe- 0 \\ INFORMATION, SEE e_ _,. N ET DRAIN a \ RNLI 13 DRAWING G4. U W = -85 � INV 5'(NE) =12.33 ii P P _ 'T3GE OF 170ND n I A SSCO_, _ ERATION - " .- _ _ _ / \ -. `oE� , _. � �„ / p� UNABLE T6'lv1E45URE V 2. FOR DRAWING SYMBOLS, SEE DRAWING G4. W O � Z WL ~ W W W i FLEXIBLE AIR DIFFUSER / /ije- ' ^.' .N'P'. ;,'„ - -WATER EL - 8.37 (FULL,.OF WATER) _ ,.,. ........... p�o�� -. z /5 /9s (AT LAKE BOTTOM} � P; -` �'` �'� oa -� � o� � � � � I ET R IN 1 V, ,, v e -p y .... ate 1 71 2" A ., o� i , r .Y ✓ ,. „� F .. 6,,' �, 5 :MW 4 JV I j\ 6 Z.5" DIA X g2' ABOVE GRO D \ t V i \ t , i.- '1 `,�' i �`f 1r r- j o�R ,, �;- F,Q- F,Q- :'TOP Of PVC EL = 1, .79 U �'', p o o 0 "� s QIA �SEO /AERATION, p p Q of 3. FOR STORM DRAINAGE NOTES, SEE DRAWING 1 C(D)800. 4. PERFORATED AND SOLID WALL PVC w QmW - >� O Q Q N W Z Z 1 2 ' F,, r' - 2 s`,P,UC vALVg o0 6 5 6 p Sof \'_. - `�.,... -\,f /i` /i'f ' {'�, ,r T .CJ. Vfi'LVE`EL - 7.90 -' ..P a��0 '- _ n �`' - -. :� �sQ _f" . -.. ` aF, O• - , \ \ P \ DRAINS NOT PROFILED. em" Q ® O Q O ®� Z Q y t`� ` l : S �'�,.� f GO p�0 Ci \\tee/ '', 9 % ` v +c y ioo ti ... -,, " k P \ \ % 0 6" PERT PVC DRAIN o 12" PERF PVC, DRAIN 5Q .Sp P.. .. o�� a�AP EN{ w ,' o } CAP END \ \ f = �- �r' �° p� IE =11.50 ARP p�a� IE =11.75 A N 72075: X /. RV c� y N 72147 A THIS AREA WAS UNDER CONSTRUCTION AT TIME OF TOPOGRAPHIC SURVEY. CONTRACTOR SHALL FIELD VERIFY U U O/ z w E 5373 E 53555 o' V f �OJ\2 EXISTING CONDITIONS PRIOR TO BEGINNING Z w O >S� /U:�e -` : 39 LF -6' PERF po NLET DRAIN ` ` F -. _ RIM \ WORK. �� O m U : , PVC DRAIN - = 14.75 Xr' // P oo C�OJ AR A UNDER NV 6 "(NE) =13.33 . 6� SHEETPILE p ao O A STRUCTION SHORING \ \, \ CRASS 'OF-, (DEMOLITION =_50 2 ; .. I >o u � I (I D LOCAtfE } d i N " IE 6" IN N = FIELC LOCATE tis" 1tAx "ss�oojAFRAr N %� -,��/ "4V o °1 IE 6" IN S =FIE LO �� QP / \ (� '& 2.5'' "PUC AL.V l - ... �: 1 f of LD C IR LI O _ _ `�"T' -, / ' ^ \ y. 0> •VALUE. E�..r 54 , %" / / "` i- �� ;.- ; `,. IE OUT (W) =FIE" LOCATE ,V COPPER' AIR LINE a MIN 6Q' FROM VAULT -/ -� �NLE�DRAl,1 w ,... LOC.. TE) FOR SHEETPILL RE FER TO 9L23. CONSTRUCTION NOTES v o �' Z i:= FIELD LOCATE LAKE SYSTEM PIPING PRIOR TO [� 3 a ......x...043 FI�,�-,.D _!„ _..........4_ ,, _._.. _...- __ _- _ �.... _ -� - / i J 1 �� Ft LD LOGE) }: 1 A o- 1 A R� - „15,80 �.- TRENCHING FOR STORM R DRAINAGE. �� _53354 ,;'” %_/ 1.1/(/1. /�I/ Il /l /1...... ...'. .F __.:. _ ... .. _. .. %5..:., .: .: ..._,' Q. ..:;_,. FQ- C�� -.._ __-( }.... _. -. _. _.. __. _ INV 6 (NEE) =14.27 . - -2 o �.... Fi _ -_ _. - PV / / Z / 2 FIELD LOCATE CATCH aE F ., 5 � � � .5,l , -- "t0' f, try / TJT � f ,, � 7 / J '. r / BASIN ON EXISTING 6" PVC STORM DRAIN. FIELD ME -,E °N lff ff f �fJ�HH/ : �° of o 6" PERF PVC D IN oo h " p / �a 15' WATER LOCATE IE OF PROPOSED DRAIN PIPES AT OR ABOVE IE OF OUTLET PIPE. e �f a CAP END 'b CONNECT EXISTING 2" TYP. ,. ti EASEMENT IE= 10.50 , oo `' "/ DRAIN TO 12 PVC DRAIN g y/ _ _ _ 0) IN 71 -959 J f� oo WITH PVC TEE ' FIELD . N. 72,000 - - _o E 53363 ;� �} VERIFY EXISTINGeDRAIN SIZE. N 72.000 s 3 � _ _ PARCEL 1 / 85 LF -6" PERF ag o ^ N PVC DRAIN PARCEL A CB TYPE 0 `.- ` �- AREA UNDER GIRT EL =1 .20 ' / -.' UB UP CONSTRUCTION � PIPE �r IE 6" IN S) =1 .00 IE 6" 0 (SE =11.00 ` N 7195 E 533' - / 13� �c f ° S 3 - -_ ABC' (11 ,- -B 'TYPE 1 13 L -6" PER ' f3 6 GRT EL= 5 a m H .. � = 13.00 RI - / PVC` R01 B '9/ __- - - L IE 6 IN NW) =10 75: IE 6 IN S) =11.00,- - ;= 7 f FE 12 °- ._I_N %(NE) =10:75 ' 12 f IPI AI 8 au c 6, QP IE. 12" OUT - SE = 10.75. ylo 6 S �P� - ', N `.71917 ( ) E 53398 - �a...... - �J�p 427 2 z CL a PROPOSED LARGEMENT / QJ OF CSTC DETENTION o N* F - POND Al WETLAND -:: w ° 33 035 6 38 40 DESIG SURFACE EL 14 _ 5 i 4 1 s, AREA UNDER �.. - - __ 50 3 N� �! �i1� p0 ` `- CONSTRUCTION _ 5 60 GF 31 ;_ 6 63 64 65 v'"'i 7 68 69 70 Y w r N 71,850 71 72 73 74 75 KEY PLAN Z O 20 10 0 20 40 SCALE: NONE N S. 1/2, SEC. 24, T. 23N., R. 4E., W.M. y ° V N N. 1/2, SEC. 25, T. 23N., R. 4E., W.M. 0 R O GIS�K �sSIONAL /qq �yG1 �% �9 ®_®w���er�BYr�®®�m §d ®® CONSTRUCTION SET � EXPIRES: 06/05%00 Si�°A'- ��$® ®RECOMMENDED 1 T IFOR APPROVAL By ; ` DATE: �� JAI TI Z C`i,) ; r') - a )laiz m� CN 289 LF -12" PERF o =® PVC DRAIN °U 5 a D 3. IZ 1 ( 800 Y x x _M w I I I c 85 LF -12" PERF I n PVC DRAIN I Ln �! Q Q3� O w LLJ B 1 N I 1 c(oz71 (0)80 Z � I �mNft�Q Qc:3 Ij � 0 <� 6 zw I N OQ v x I v 0.13 Of IL O Uz_w � N ZwQ -ow I m w I CB TYPE 1 �> v GIRT EL =12.00 1 av Rc / CIE 12 IN W) =10.50 (FIELD VE U IE 12 IN �S) =9.20 ®o ( IE 12 OUT (N) =9.20 c N 71750 w z S a° I E 52729 . 2 o m IN = 8. 8 OZ o 0 1a• R P l � E- 3a N F m E_ x I u E 153 LF -12" PERF ` I c E PVC DRAIN u sN 6 "SL �o sa ~¢ x 3YJ ° x J J _ N MAINT ACCESS = cfl co z T == "SL `g 6 S a CB TYPE 30 GIRT EL= 12:50 i IE =10.00 I / x N 71598 / x ! J E 52715 a 46 iV a i ww v a 1J-, PROPOSED STORM DRAINAGE N a COMBINED WETPOND/DETENTION of PUNu DESIGN SURFACE EL = &.5 i I n i 6 °SL x x 6 "SL Elf I i i i 0 I CN0 0 0 iJ O O / O O d z a =w a� z z 0 0 u, z SWP-.17- &7r6 N 9 C510010.5.UWO 1C(U)2/ i NOTES: 1. FOR SURVEY CONTROL INFORMATION, SEE DRAWING 2. FOR DRAWING SYMBOLS, ��O titi SEE DRAWING G4. / \ 3. FOR STORM DRAINAGE CIV NOTES, SEE DRAWING 0 i / 4. FOR STORM DRAINAGE 1 2' N ) =UNK OWf1 (FIEIQ ERIFI^)P� TRENCH SECTION, N S =8 75 7 k\ RA WIN l 752 /i SEE D W G C(D)800 1" 0 T ()N) — N 8 5 E 5293 i' 8 5 / �� �� �5. FOR STORM DRAINAGE E 5 7 5 V� PROFILES, SEE A3 1 �\ \ DRAWINGS 1C(D)600 TROUGH 1C(D)601. F� \` PERFORATED AND SOLID P RF PV DRAT 59 A RY S .AILS WALL PVC DRAINS NOT A N(Ws iPE 2" T . PROFILED. v E 1 .50 �m- �� CONNECT EXISTING a -- N 1 45� STORM DRAT ^1 T O € 2 $0 CATCH BASIN. MATCH EXISTING PIPE MATERIAL. CONSTRUCTION NOTES. V� /^ CONTRACTOR STAGING, �LAYDOWN AND STORAGE AREA. CONTRACTOR SHALL PREVENT TRANSPORT OF SEDIMENT TO EXISTING DRAINAGE SYSTEMS IN (o ACCORDANCE WITH SPECIFI- < tr r ROPO D E lAR ME T CATION 02771. 8 = S< DETEN ION POND AND D PIPE MATERIAL DESI N S FAC EL UNKNOWN. CONTRACTOR TO VERIFY. -o N 71648 ��; 3 DESIGN OF VAULT 10 E 52924 HANDRAIL SYSTEM IS 12 _. INCOMPLETE AND WILL ca ME so BE ISSUED AS A DCN. 114 5 _ ®AREA CLEARED 16 1C( 271C 801 AND GRUBBED a i2" PER TESC PLAN. N 71608 E 52924 N \� sJ� / FILL AREA WITH SI TO MATCH EXISTING GRADE �- U V� �� �� AND SLOPE. 'MAINT ACCESS A PUSH - -ON JOINT SHALL BE LOCATED TRAIL - WITHIN 2.5 FEET OF THE VAULT WALL. A FULL 20' LENGTH OF PIPE SHALL 13 ® 15 -- 14 TYPE 3--5-4-" �� 0 MAKE UP THE UPSTREAM It 1 LENGTH OF PIPELINE ENDING Z/I]L;iwt5vl POND "D" 1 12 �� IN(E)= �,.; 12 AT POINT ''A1 1 " T(SW) 8. �. s R 10 �� N 567 P vC V 5 10 N TbP2 15 RGLL 1.59 56 4 cJ j' a ama Al �. IE Z t� 1 4 E,-p2 2 E 5297• °QUARRY �PA�ISs X12 THtC RGLL 1.59 ni); /D- 27p£+ /f, fir, oil ��'� ` . •� � � � ��������� I�� MINI �► ni); /D- 27p£+ /f, N aso NOTES: f f 1 . FOR SURVEY CONTROL INFORMATION, SEE O 2j Q QF N, 6„W DRAWING G4" y w � �p�8 Q. Z YWk;:. 2. FOR DRAWING SYMBOLS, U Q - ��5 G 1G( ? SEE DRAWING G4 Ld / -� J 7 3. FOR STORM DRAINAGE' 71,800 0 N 71,soo NOTES, SEE DRAWING 1 C(D)800. w _, 3 Z / AREA UN ER o w LJ / R 6'e ,` J mOp z CB TYPE 1 CONSTRUC N ®PLUG EXISTING PIPE L'i P F P 11 GF`' GIRT EL 12.5 IN ACCORDANCE WITH s3a w C) pp /` CAP EN PC IE IN (N . =10.30 SPECIFICATION SECTION o v cn Q Q CV j/ 1 -13 �� % ) _ .30 n ^ 02060. 7 �P IE OUT S 10 f c 4 1� 5343 O N, REFER TO DRAWING �m g ���. y a IN T 1C(GA)R28 FOR GRADING z � / 63 PERF PVC DRAIN Z H S EA. %i AP END *1 Q % I =14.00 ; 6 _ 6. FOR STORM DRAINAGE IL _j O N 71791 s U Z w to %/� E 53261 DRAAWIINGS 1C(D)600 w THROUGH IC(D)601. XN ®� m ��P /�f���9/ _ \� \ Z I WALLOPVCE DRAT D NOTD 11 > �v�j� __.�K`., �% PROFILED. ® O a/ �� �� \\�� GIRT E_ P = 101.50 i T 7 TH I S AREA WAS 5 UNDER CONSTRUCTION IE I 9.85 16 AT TIME OF TOPOGRAPHIC T (W) . � SURVEY. CONTRACTOR \ IE 985 W 71674 T S� E EN FIELD kn -lb 4 PERFNSOLI - -E -53464 EXISTING CONDITIONS PRIOR 0 L PVC DRAIN = _ WORK. TO BEGINNING N J Z j a 14 6�s �j��x N 71660 E 53366 ' I "" W 10 LF 12" PVC fJRAI 13 475014 a O \a G - - ff/ NV- Dye a m' \.�\ / /f� 100 LF 12 z Ti- CONSTRUCTION NOTES: Vl _ ro a _ \,- 1 ., ;55/12 CMP /OUT _ / - - Fi -_a AREA CLEARED AND U 0 0 0 0 U 0 0 N 0 0 4 0 GRUBBED 12" PER TESC PLAN. FILL AREA WITH S1 EXIST. GRADE AND SLOPE TO MATCH . -- r ° >77/s1 \�� N 7 6}9 �4 .: — _ E - . -- 71 � SSMH 4, R'M ✓ �G GQ�pU1S�1`' F{ _ - "`` V 8 TR O C 3 TIC" TA H ✓ (F of _ - ON{} _ -o � � C O i i M RIM -15 a 0 /. a l / / / 2 2 / — — — — — J — — — — _ — y — N 71,600 g y _ CC S — — T S i _ -- 141 LF -12' PERF 74 LF -12" PVC D IN DRAIN N T -RAIL' ' PVC 10 a _ TRANSITION BETWEEN 1 S' WATER ; m TRANSITION BETWEEN ' ' / EASEMENT 16 I PERF AND SOLID. 1 f ' 11 5 PERF-AND SOLID WALL ® WALL PVC DRAIN 1 IiI PVC DRAIN HELISTOP! 71645 I �� / i j _ 7 8 'N 71602 SAFEiY'ZONE E 53293 I / 2 2 a E 53158 F1 - / I TRAILER i ce aI�R AREA 4' 2 IE = 12. wAl N 71568.5 � ��, `�, AREA UNDER 33 X35 53469.9 / % CONSTRUCTON ; i 5 40 y 4 45 � 1 { ' - - a ' 38 3 55 ,TRAIL R 6G 6 63 64 55 ID °m N _ r•i 7 68 69 ! 70 -714 772 73 74 'i 75 Z ® THE PROJECT SITE INCLUDES AN ACTIVE HELISTOP SITE WHICH WILL CONTINUE TO BE 20' 10' 0 20' 40' KEY PLAN UTILIZED THROUGHOUT CONSTRUCTION. AIRCRAFT WILL PASS OVER THE PROJECT SITE SCAL : NONE THROUGHOUT THE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL COORDINATE WORK I to IN THE VICINITY OF THE HELISTOP WITH THE OWNER. A SAFETY AREA WITH A RADIUS OF 55' SHALL BE MAINTAINED AT ALL TIMES AROUND THE HELISTOP. THE SAFETY AREA��� SHALL BE KEPT CLEAN AND FREE OF CONSTRUCTION EQUIPMENT, VEHICLES, CONSTRUCTION S. 1/2, SEC. 24, T. 23N., R. 4E., W.M. o z . MATERIALS, STOCKPILES, DEBRIS, OR ANY OTHER FOREIGN OBJECT WHICH MAY POTENTIALLY N N. 1 /2, SEC. 25, T. 23N., R. 4E., W.M. DAMAGE A HELICOPTER OR CAUSE INJURY. 3 1 o / rCONSTRUCTION SET �j , z 1 ®RECOMMENDED BY '~ ® r.� , EXPIRES: 06/05/00 `FOR APPROVAL DATE f -� I C R LL IZ9 ` 1 T n h C F \ - z U �a N aN 1 ¢ W (y v _z W m o o0 o = 00 N J X a C7 3 0 O O U / 0 0 N N N O O It QO Y C O p Q V rE- a_ cE v� E �N C IO y a I C rn c a� og � z � o Q WN a U O Y W �O <G r w of °o z of E W X I o° Ho w � LJ O W L3a °m^ O W z Z m� wQ E�J /\ Q:E _ . C0 cy zw O N < O 0 z w N i Z W Q a 16 mry a J � V7 00 N J X a C7 3 0 O O U / 0 0 N N N O O It QO Y C O p Q V rE- a_ cE v� E �N C IO y a I C rn c a� og � z � o Q WN a 3'w .* - J% - P;Pjv N 71,600 NOTES: FOR SURVEY CONTROL INFORMATION, SEE DRAWING G4. FOR DRAWING SYMBOLS, SEE DRAWING G4. FOR STORM DRAINAGE NOTES, SEE DRAWING 1C(D)800. KEY PLAN 20 10' 0 20 40 SCALE: NONE S. 1/2, SEC. 24, T. 23N., R. 4E., W.M. N N. 1/2, SEC. 25, T. 23N., R. 4E., W.M. 22 zl2�iq -® � ®® ®moo ®® �StONAL�� /��99 Z , rC ®NSTRUCTION SET 1 t RECOMMENDED BY a EXPIRES: 06/05/'00 ®FOR APPROVAL BY L� ��is'.� I ________________s ®ATE: J r of X I Q! I Ak /\ - '•tom_ - r'' �x _ . i J , /N 7 600 e kC x �e �s ra 72„w _ - - - - -- I Wor ABANDON` _ k k — IN PLACE _��* — — — v a m _ Js '---ABANDON k k� > IN PLACE Via- R co 3'w .* - J% - P;Pjv N 71,600 NOTES: FOR SURVEY CONTROL INFORMATION, SEE DRAWING G4. FOR DRAWING SYMBOLS, SEE DRAWING G4. FOR STORM DRAINAGE NOTES, SEE DRAWING 1C(D)800. KEY PLAN 20 10' 0 20 40 SCALE: NONE S. 1/2, SEC. 24, T. 23N., R. 4E., W.M. N N. 1/2, SEC. 25, T. 23N., R. 4E., W.M. 22 zl2�iq -® � ®® ®moo ®® �StONAL�� /��99 Z , rC ®NSTRUCTION SET 1 t RECOMMENDED BY a EXPIRES: 06/05/'00 ®FOR APPROVAL BY L� ��is'.� I ________________s ®ATE: J Z VL O O 00 0 O O LO C) O 0 (N C\j O O O -5, All 3-11S C"D .- D - P -016 0 a° mac' H a W5� N W i z� N aN F m U Vl Z O m 0 oN W Z z o 5_ N a- < Q ® om" Q O! � O ® t7 ry zw N O< O CD a Z w Q L m ry pi > cn FA U a`o � y o g � N oo O �o E ® 3, a N _ — i W W a'a C E v� E a c c o w a� Is g o t u) �s a U U Q a NOTES: 1. FOR SURVEY CONTROL INFORMATION, SEE DRAWING G4. 2. FOR DRAWING SYMBOLS, SEE DRAWING G4. 3. FOR STORM DRAINAGE NOTES, SEE DWG 1C(D)800. ® PLUG EXISTING PIPE IN ACCORDANCE WITH SPECIFICATION SECTION 02060. FOLLOWING APPROVAL AND ACCEPTANCE OF PROPOSED STORM DRAIN- AGE SYSTEM BY OWNER, REMOVE 18" DIP AND FILL POND "B" PER DRAWINGS 1 C(G)32 AND 1 C(G)33. ©THIS AREA WAS UNDER CONSTRUCTION AT TIME OF TOPOGRAPHIC SURVEY. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO BEGINNING WORK. " ?6 m m s' m O O O Z O O j in I z C O z N 0 N � O Z aw� •�7.8'jID !4 � a a 9 6 RtirAll 20' 10' 0 20' 40' S. 1/2, SEC. 24, T. 23N., R. 4E., W.M. N N. 1/2, SEC. 25,123N., R. 4E., W.M. By® rCONSTRUCTI ®N SET ®RECOMMENDED 1 ®FOR APPROVAL ev o KEY PLAN SC&E: NONE O �w �O Q 3 Q l O LLJ <3 O Q H a W5� N W i z� N aN F m U Vl Z O m 0 oN W Z z o 5_ N a- < Q ® om" Q O! � O ® t7 ry zw N O< O CD a Z w Q L m ry pi > cn FA U a`o � y o g � N oo O �o E ® 3, a N _ — i W W a'a C E v� E a c c o w a� Is g o t u) �s a U U Q a NOTES: 1. FOR SURVEY CONTROL INFORMATION, SEE DRAWING G4. 2. FOR DRAWING SYMBOLS, SEE DRAWING G4. 3. FOR STORM DRAINAGE NOTES, SEE DWG 1C(D)800. ® PLUG EXISTING PIPE IN ACCORDANCE WITH SPECIFICATION SECTION 02060. FOLLOWING APPROVAL AND ACCEPTANCE OF PROPOSED STORM DRAIN- AGE SYSTEM BY OWNER, REMOVE 18" DIP AND FILL POND "B" PER DRAWINGS 1 C(G)32 AND 1 C(G)33. ©THIS AREA WAS UNDER CONSTRUCTION AT TIME OF TOPOGRAPHIC SURVEY. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO BEGINNING WORK. " ?6 m m s' m O O O Z O O j in I z C O z N 0 N � O Z aw� •�7.8'jID !4 � a a 9 6 RtirAll 20' 10' 0 20' 40' S. 1/2, SEC. 24, T. 23N., R. 4E., W.M. N N. 1/2, SEC. 25,123N., R. 4E., W.M. By® rCONSTRUCTI ®N SET ®RECOMMENDED 1 ®FOR APPROVAL ev o KEY PLAN SC&E: NONE 0 h 0 n U V / a Z N F co � 3a vUa, a V1 0 G1 i Y a a a au rn N J U 0 0 O O U O O N N O O a Z O z w o �- V z 0 0 N sW�3 -sa— a,�D z 9 „F o r ' I r I If — E o� °° V = ir \, Y.D a TL w # 4 ry 1 Q-0- l ? ! X00 W — LL W r1 = mm� 0- t3� LLJ z C-3 ; of J Q ckf N 71,400 L( �?wU zW Q °° I J I m O fi 3 a I� _ CN .��. ow a a' TE- O+ O I � I a C All O ti f F V a a N 71,200 i MH1 I Z O z w o �- V z 0 0 N sW�3 -sa— a,�D z 9 „F I 20' 10' 0 20' 40' F9 m 11 1 S. 1/2, SEC. 24, T. 23N., R. 4E., W.M. N N. 1/2, SEC. 25, T. 23N., R. 4E., W.M. eRECOMMENDED ® rC®NSTRUC ION SET =FOR APPROVAL �Y a ® DA E: 0/ "; ID- z7 --0 /J KEY PLAN SCALE: NONE 0 a r ' I r I If � E 3 = ir Y.D �� rZ I 20' 10' 0 20' 40' F9 m 11 1 S. 1/2, SEC. 24, T. 23N., R. 4E., W.M. N N. 1/2, SEC. 25, T. 23N., R. 4E., W.M. eRECOMMENDED ® rC®NSTRUC ION SET =FOR APPROVAL �Y a ® DA E: 0/ "; ID- z7 --0 /J KEY PLAN SCALE: NONE } b rn � aQ E-- O Y w Q O � � Z z U� 0- 00 L z n w w -2 LLJ P. 65 < ¢ n ° Q �°ooa U cr Of J 3: O �pz, c% z uJ m(If a J � U ® 0' a N vo o.. wz s= l\o 00 o® °E E-� 3 °¢ N U 1 30. Y E-w a- �E � �E c IF ro °m a� � a 3� o S o� a V U a x " 3 a s 0 0 o_ 0 Q N N 0 0 I z z 0 V N Z O 0 w z a 1 -A S9 i KEY PLAN 20' 10' 0 20' 40' sll-: 1*1E yly�o'c" S. 1/2, SEC. 24, T. 23N., R. 4E., W.M. N N. 1/2, SEC. 25, T. 23N., R. 4E., W.M. - 2 ,RECOMMENDED BY ® r� ®��� "'� °�' ®� ��° EXPIRES: O6 /OS /' ®FOR APPROVAL BY uv ® -T` A7 7 Li -k-1 � ` DATE: ®i o a s FTT c/> ; i�- 27s -o /9 C F ® o iV w 4 m o m N rn N J U Y 0 O O u> U O O N N N O O 0 (20" /D - �71.v ixf ° _� a b �� o E3 N 11 9, 0 T, L E 28 0 0° 5 I csloolt w NOTES: 1. FOR IC, 52 3 0 v �`\ SURVEY CONTROL INFORMATION, SEE 1 � \ �- � �` = I 1 1 �� DRAWING G4. CJ w 16 @1 � � � PRQ OSED S1�ORM E 7282 �: r � � DRAt, AGE, CS INED' _ WETP NDflET �ITION 1 w �� -. z �� I 2. FOR DRAWING SYMBOLS, SEE DRAWING G4. � Q n Z XX X !�. 'o v 140 l — 24 RC SD s 1092 " m POND`pESICN 5 29 SURFA E EL =8, �,� $ I o I I N ��'\ I I -. ��� � 3. FOR STORM DRAINAGE NOTES, SEE DRAWING iC(D)800. w =aS w w MH TYPE 3 -5 4" / _ `'a 1 VC DRAT :_�� a I J 4. FOR STORM DRAINAGE mmo Q¢N sap w LLI CD r, LID EL= IE 12" IN(N) =: 6. 0 s LES 10 9 � _ COi$� CB TYPE 130 GIRT EL =11.75 tE IN(SE)�10.00 I ®/ TRENCH SECTION, SEE DRAWING 1C(D)800. w Z Z FIELD ADJUST y IE 24" OUT(E)=6.20 y� i v 86 IMF 7L \ 3 e \ �G�� IEE OUT N)$10,0 I i / 5. FOR STORM DRAINAGE v � < ® �� N 71098 � N 71066 A I ��� "T2 PROFILES, SEE Q M CCD 0 Q� E 52697 � TRANSITION B PERF AND SOLI L � �� � � � � � e °` � � � E 53 9 759 I �F� �' DRAWINGS 1C(D)600 AND 1 C(D)601. O Q z PVC DRAIN vv � 4" P D 0 LET �� IE— �2» ., I p T� ERF PERFORATED AND SOLID Q CD Cn �� N '70991 �,, ...�— E 52788 i A v p� s .5 � N 7 05 p_ �� E5284� �� ��' P I I/ Q C �' rnv D � WALL PVC DRAINS NOT PROFILED. Lk0Z_w Z w Q 6`� �� —�' Rio m �g f rn I o `�; r 1 ©PIPE SHALL BE . ®� m X �% I x o �t� �� �� 037 �_ $2g 262 �, cuL ER �� 1 6 �` 1 2 \ LAID UP GRADE FROM OUTFACE `D2 ''. 8 >� 0 3' TALL �'S CONCRETE WALL --� o E C1u€�T -� X "Tt= ,2 "' PVC ( 72.3, \ 6' � � � \ x - ( ) ,o s 4 ��,- � f„_. .� �sT ° ' - - I� � f: � I'- ., \\ � I `. \ 'I s `'�\ PIPE SHALL BE INSTA INSTALLED WITH BELL ENDS UP GRADE. FULL 20' LENGTHS 0 PIPE SHALL BE POINT�CD2'FST PIPELINE E o o N N 71,000: I ��\ - .., -w�1 Po, 2 5 LF -6" PERF I PV SHALL END AT POINT "D1" Z ®Q _. y X „- — DRAIN N 71,000 WITH A BELL END. CONSTRUCT (� 3a y� �' _. / \ - BULKHEAD AT POINT "D1" PER 02722. �\ V� '\ " �� EF 4 RIPRAP SHALL BE PLACED ALONG PiPE TO TOP OF W �, 1 S 4 A � ` 7��,1 -- 7 1. I PIPE WHERE PIPE IS U rno CULVERT �__ I� X - \" XJC �_.... �/ \ �� � _.. � z ` ` EXPOSED \N rn- E ,r PVC (NF) _ 12 / / x ho �_ �• �� 1 CONSTRUCTION NOTES: .Te � 6" PE F PVC DRAIN CONTRACTOR STAGING, LAYDOWN AND STORAGE // /// c �AP E D AREA. CONTRACTOR SHALL T t1 1 Al2 " PERF ,ETE wA L PVC DRAIN \ ,E 122 P(N) =,,. a o '9 =12.5 N\7096 E 53069 PREVENT TRANSPORT OF SEDIMENT TO G DRAINAGE SYSTEMS EXISTIN ACCORDANCE WITH SPECIFI- CATION 02771. CAP END IE =12.40 12 12" PVC DRAIN cut �� /'� AREA CLE4RED AND GRUBBED 12" PER a_ s 1 " N 70971 IE =6.00 ��j cu�s€_ -' TESC PAN. FILL WITH S1 a a E. 52707 f N 71035 E 52876 �// E i2.� =,ta �// /� TO MATCH EXIST, GRADE AND SLOPE. w _j , (n /// -- -165 0 N m m x x ?� oe = 11 g —'- -- -- - - CB TYPE 1 / // D1 LID EL =16.4 / 48" DIP S� INLET IE IN(S) =11.45 / /// IE =3.25 - - -- - 16 IPI 5 a IE OUT(N) =9.00 // N 70890 �// //���„, E 52932 z 2 a i N 70918 E 52888 �j� 8 6l` DIP 33 035 6 38 40 �fj���y/ / / / �\ / / mr `42 4 4 50 °0000° P �P > _> 6 �j o / o �/ 16 //E/ 3 55 5 60 1 6 63 64 65 QO ', T X X op �� o / X X X X I ��X X I M 16 °�' / X X .,00 X X 7 68 69 70 N 70,800 �.- .. -' -. i.... Q w.,. " °000 N 70,800 71 72 73 74 75 KEY PLAN p 20 10' 0 20 40 SCALE: NONE N S. 1/2, SEC. 24, T. 23N., R. 4E., W.M. J SC,f,G o N N. 1/2, SEC. 25, T. 23N., R. 4E., W.M. 0 ®®®®®®®®®® �v�id�i 9a® % AL G� ®RECOMMENDED ev CONSTRUCTION SET, EXPIRES: 06/05/'00 ®FOR ® Z — o APPROVAL I--- BY Bi DATE: ®- --- ® ®--- ---i (20" /D - �71.v ixf 3 F Ue p® H V 0 a - N � 9 I oo N CV W Y CtaaQ o v' d O 0 0�. v �w D Q� d w w zo v z =oo Ll w mo w t3� O w >a W Z Q C' Z Lj O< IL 30Zw ZwQ on 16 m w J > U Z w Z � � ® CD C.7 O N aod o.. wz y= O �� �w E- W a `L N \C t O �N 151 C ` C O N a� s a e S� o Z t 3 E :P O 4 a a 8d m V N oa a W a o x m m Y C5 Z O O N i L0 o U 0 O o � z N o N � N LL O O N O - z Box - NOTES: 1. FOR SURVEY CONTROL INFORMATION, SEE DRAWING G4. 2. FOR DRAWING SYMBOLS, SEE DRAWING G4. 0 o S Box - NOTES: 1. FOR SURVEY CONTROL INFORMATION, SEE DRAWING G4. 2. FOR DRAWING SYMBOLS, SEE DRAWING G4. 3, wp- 27 –S?r® FMI�L 1m 3. FOR STORM DRAINAGE NOTES, SEE DRAWING 1 C(D)800. 4. PERFORATED DRAINS NOT PROFILED. AREA CLEARED AND GRUBBED 12" PER TESC PLAN. FILL AREA WITH S1 TO MATCH EXIST. GRADE AND SLOPE. 2 AD KEY PLAN 20 10' 0 20 40' SCALE: NONE �pF WASR/j,�y S. 1/2, SEC. 24, T. 23N., R. 4E., W.M. �P N N. 1/2, SEC. 25, T. 23N., R. 4E., W.M. ��pp S1F� ism wwwwwwwww wwwwwww.ID °CONSTRUCTION SET /' (RECOMMENDED BY EXPIRES: 06 OS ;FOR APPROVAL B DATE ------------ - ® - - ; -- -- - - - - -J \ 12" PVC WYE x N 71002 g ° E 53246 s ' ' ........ BASE w/� T POLE OLE Jl r21 R- LL i N 77,000 o N 71,000 It X IRRIGATION CONTROL VALVE IQ •' .. '• • \ \.\ '\,., .�BA�t y Wl LIGH T POLE �nl,c 7S -, ° �,° `, A 12" PERF PVC DRAIN CAP END ' PAVEMENT . IE =12.75 � — _ o -, ',, vv N 70874 - � , E 53407 X` / CONC. SLAB x _ 12" PERF \ — x PVC DRAIN CAP END —_ IF= 1 2 75 N 709 08 E 53311 CONC. SLAB O 16 x x M I x x 1 O __ =� �� x'x I x x O N 70:800 � 'x 3, wp- 27 –S?r® FMI�L 1m 3. FOR STORM DRAINAGE NOTES, SEE DRAWING 1 C(D)800. 4. PERFORATED DRAINS NOT PROFILED. AREA CLEARED AND GRUBBED 12" PER TESC PLAN. FILL AREA WITH S1 TO MATCH EXIST. GRADE AND SLOPE. 2 AD KEY PLAN 20 10' 0 20 40' SCALE: NONE �pF WASR/j,�y S. 1/2, SEC. 24, T. 23N., R. 4E., W.M. �P N N. 1/2, SEC. 25, T. 23N., R. 4E., W.M. ��pp S1F� ism wwwwwwwww wwwwwww.ID °CONSTRUCTION SET /' (RECOMMENDED BY EXPIRES: 06 OS ;FOR APPROVAL B DATE ------------ - ® - - ; -- -- - - - - -J / I { « 5 � . 0 § � � � � . a :. • - ra,a -,2 -r e, ��t ■�� § � \\ /\ ) L� �\ ` \�\ b a k 2 / ZE q E \ \ 7 0 /® ° CD # z // 3 m IL /® U) § &6 -®/ $ &;M/ m »/ . : }, \ ? )\ �)% E-4 X224 E-7� �)� \ �\ 3 Con \ !} \ \ ! o §` / I { « 5 � . 0 § � � � � . a :. • - ra,a -,2 -r e, 0 o o o z -° �' o 0 oQ o� U o � v w z fy O uj w� vo° O z Ld 2i LLJ o z �3p O (5 O cn Q d °oma z � U < N zw M OJ� of } U,zw L ?OQ a L _mw ry �> V) F o- a _ ao � 1�1 o ° z� P s oo rn oo LT. N Y:= ® LO 3v i U¢ � w U P� a r� J E- Q -°- v a \E z w o o� a� F Sa � 2 a o B� S O T a w i �� a 0 o z -° �' o w U o � o o z N N N o ° O O o N - o z � G t H. TES: Z SURVEY CONTROL ORMATION, SEE \WING G4. 2 DRAWING SYMBOLS, DRAWING G4. t STORM DRAINAGE ES, SEE DRAWING D)800. :FORATED DRAINS PROFILED. POP I��iIL l� 1 =RON ©Ell KEY I ®® ,. i� ONANIA �� _,. IRECOMMENDED By ice. . O. APPROVAL �- -- '►�'� �" Sim_ DATE III 0 3 V 0 0 z N � N N � 0 0 0 zz i m � k I a0 _ = O LLJ y G' Q O C mrn° L� W 0w :2 LLJ C7d " Q d < Z w Q gym° U Q (-D :5 C) Z (r O LLJ 75; IL no Q O �Zw:2 z (n C) a J ~ I% U ® W � / a 4 WzW N w U Z O m N J Y C� N O O C) U 0 N O O d 0 0 0 o � CJ O � Z wa LLJ mmm w w om w Q w Q Z m Q< O C:) z� _ oJQ Uzi V) cZw � L m�o J un U� ao do ob y N C O `E E �Q U aw f /E--�I �SWNJ a a c� v �E �E �N C c o� a� OHP ..___... Z�LL9f low ®®®®s®®e- ®�- r ®_r (RECOMMENDED BY R 9 ®FOR APPROVAL sv N 70,800 °o m w 1 ru rp'&7xT'oT'j r VOTES: FOR SURVEY CONTROL INFORMATION, SEE DRAWING G4. FOR DRAWING SYMBOLS, SEE DRAWING G4. FOR STORM DRAINAGE NOTES, SEE DRAWING 1C(D)800. PERFORATED DRAINS NOT PROFILED. KEY PLAN 20 10 0 20 40' SOME: NONE `LyY d. SC S. 1/2, SEC. 24, T. 23N., R. 4E., W.N. �P N. 1/2, SEC. 25, T. 23N., R. 4E., W.M. S�ONAL rCONSTRUCTION SET a) EXPIRES: O6 /05 /'00 z Leffl �I� DATE: J i $�� LL 459 I O IC(D)601 C9100179.DWG O.............................................................................................................................................................................................................................................................................. ............................... j ep : r LEGEND: .........:.........: .....:.........:......... :.........:.................... Z ............ ............................... . a -- EX "ISt4NG GROUND....... :v yr : a w PROPOSED GROUND 0 Q ....................:...... . .II.........:.................. .I 11......0 ....................`1 67 ...Y ca ..................: w .�.... �Cl......:................. ......... .................... ......... ...........:........ ........... :...... ............. :...... .... ................... : W - d W J w �J ww w �.r� ww CO :� Z d d : : c) —j d J as . C�~ Z o m°k =G }LO I : oo :tw N� : an Mao W O tL. w w' J h n boo P om [If W .........15 ........:..... ...................:....... :........ _._ - - - -. -: -. - :.........:.........: �?......:.........:..... U.:.........:.........:.........: .........:.........:.......... .. . ova C7 � N :----- - - - - -- -- - --. -- N N : wZ Q�W O < = N .......1L1 ............ . . ............ ......... 0 . ............... ..............................: 0.0 DESIGN • ... ...::: ..: ...............:...15....:.. -.. :. :........ .:.........:.........:......... .........:.........:......... . ...... ..:......... ......... .........: w Q Z w vE W.S.= 8.5� ¢' a' O O Wz Z � c~ .......... O 5 ............. a o .a .........:.........:........ :... ............................... ... ................. ..... ......................10.. .....:............... o ;......... ........ ............................. ........ ...........;.........:......... ..... . w z : rn� a ��]� :o w_ w_ . ®i - : Z �i ......... p ...........� .7) ........................ z . ....................... ............................... :ui.. .............5:. 5.1 -LF -12'- :RCP........ ... S 49% •8 A w N N CAL : : _ W 11 W5 N N a$ w w — — W o p :.........:.........:.. y Z ..... W .. LJ... ... ..:................ 63- :LF 12 "' PVC " ' 1:46' LF "24" RCP .. .. ............. .........:.........:.........:...................:.........:.........:.........:.........:...................:........ .:.........:................... :..... ....: ...... ...: 1 z9 C) Q o f SD V 1 .00% MIN :SD ©0.50% 1 3 a F W a' a :.. .......:.........:.........:..P O FI'L E :STORM DRAWNG E- PROFIt .....:......... .........:.........:....... ..::....:...:.........:........ PROFILE STORM''DRAhNAGE•-P ROF .......:.........:.............................:......... :.........:.........:.........: ........:.........: �I < ; INLET- E1: TO OUTFALL �2 SEE DRAWINGS 1C(D)32; AND 1C(D)37 INLET F1 TO OUTLET F2 SEE DRAWING 1C(D)28 ; D,&27t W-21 a \ £ �Y1 W o y �N .................. ............................... .. .: ... ..... ... ....... ........... .. .: .......... .. ... .. .... .. :....... ............................... ....... ................. ... ............................... ... ...... ... : .........:.........:....... G ..... W_ ....... ............ ..... w . g ........... ............................... .................................................. z........................... .. ............................... ... ..w ..w .. ra...... .. ....... ........... .......... ......... f a itc aW a o n c: > u) n n v r O o o ra r 1n n - : Ln w w.. z rl c- .. ¢ z m - - w w 0 F-- .............. ...... oww .I.�I.... Y :....Y g? ..... w Y(.D z gz .....W YU g? ....w Y(� �? ... . ..(J..... oLj E: J O ...... :... K : coo ................ : .It...........w ��w =w' : YU �z ............ : .....II. N:` -W.. =w ..........................z. .. :. : U w� d .:�0......:.................. ..:d : : tiU ���.... -ww Y �: ... .. \ \.....�z: a. ... . �Z L:..:.........'�..... : UJ a_ �a a .......:.........:..... 1= <o ...:.........: =ao ��Z _ a Ncl - a coa ° oon- a_ Na Na �advac�od ¢NCO maw U�c� V ° m- o�c� �a M�~i so : U aQ ~J : \�d: N a Ul o N w Wa jo a� :.........:..15.... :: ..:........ J :.........:.../ ......._ ...... ...:........15.........:....... : a :......:.::...:.:.:.:... U .........:....... 15. .......:.. ....:........ Np� - .............................. : D SIGN LL:............10.... ........:.........:.. ......: .W S.=8:5... .........:........10......:� .:...... ...:...�..:..:.......- :o......: . -:'.. - _:_DESIGN .W:S:= 8:5...:..:......:.........10 ....... :.........:...... DESIGN. W.S. = 8.5 ..... .:.........:.........:...... ... a 3s o : d. O 's S...M. II ........................ O .0 ........0........ .........5..� .�...� ....... ........... u� �...�...... .........:.........:........ :.o....... ......... 5 ......�i z ..... ............... ............................... oo N m II II II �. u� II. rnrn Il w Ln �, a II w. :o z cn zin �° II w z - O p O m w a.............. ? ............ O : .......... ............................... : : : .......:CP............ 'o : z z .... p.._.._ O .... ........... : : Z z z O .... ..... .. .................... ............ .-, w ........... ............................... % N r N EXISTING 12° W w 116 LF 12 PVC m W L' 95: LF 12" RCP w_ w_ w : w_ w_ w W_ CMP SD SD 2.59% Sfl 2.47% 64: LF 12" PVC SO LF 12" PVC ....... ........... ................ SD..©.. 0. .4.7- % ....... :.:......... :..... SD .®:. 1. 25%..:...................:.........:.........:.........:.........:.........:.........:.........:.........:......... '.........:.........:.........: 5' : 0 : 5' : 10': : 20' 10' 0: 20' 40. ............................. PROFILE ..............^ .............................. STORM DRAINAGE PROFILE ............................... ..................................... ............................... PROFILE STORM DRAINAGE PROFILE PROFILE: STORM: DRAINAGE: PROFILE U z o MH : G 1 TO : OUTFALL G2 : CB H 1 : TO OUTFACE H3 CB 11 : TO OUTFACE 12 o > ..................... SEE DRAWING 1 C(D:)27 .................... SEE: DRAWING : 1 C(D)22 ................................................................................................................... SEE DRAWING IC(D)37. .............................�R ... 0 0 .f..sc�G N N N cq CD o By ®RfCOMMEN ®ED t COf�ST'RUOTI(TN SEY 1Z99� EXPIRES: 06/05/'00 w ' ...................:.........:.........:.........:................... ...........:.........:.........: ......................... FOR. APPROVAJ. , /4//,# fe CD: /7- �7roa� � 1 . � � I g Rok� "o LL 1 Q, U ® � STORM DRAINAGE TRENCH NOTES �I g o 3. TRENCH SUPPORT SYSTEM SHALL BE USED WHERE SUBGRADE SEE DRAWING BY THE CONTRACTOR TO SUIT HIS CONSTRUCTION ®tom of 1 A � OPERATIONS. TRAFFIC FLOW AND PROTECTION OF ° w aM F m 3 ADJACENT PROPERTY ARE THE CONTRACTOR'S 4. TRENCH SUBGRADE SHALL BE APPROVED BY OWNER'S �q� i°i'1 m a RESPONSIBILITY. U Y W p o i a� <O 2. THE HEIGHT AND THE SUPPORT OF THE VERTICAL 3 PER SPECIFICATION SECTION SHALL BE DETERMINED BY THE CONTRACTOR J 02225 AS REQUIRED FOR THE PROTECTION OF ADJACENT o a� 3 f CRUSHED SURFACING BASE COURSE IS REQUIRED. LLJ O ~ z LLJ h dmo Li LL ) OVERLAP. COVER UPPER LAYER BASE COURSE �_, c� W �— y °> wz < 1- I _" tY Q Z - TRENCH SUBGRADE Q g Z 0 13 27 0 zw CD N O 0 1C4D)32 iCkD 37 ®U LZwu z L� OO v) L 01, III > � VA 0 U ® � STORM DRAINAGE TRENCH NOTES yrr g 1. THE TRENCH WIDTH AT THE TOP SHALL BE DETERMINED 3. TRENCH SUPPORT SYSTEM SHALL BE USED WHERE SUBGRADE SEE DRAWING BY THE CONTRACTOR TO SUIT HIS CONSTRUCTION ®tom of 1 A � OPERATIONS. TRAFFIC FLOW AND PROTECTION OF ° w aM F m 3 ADJACENT PROPERTY ARE THE CONTRACTOR'S 4. TRENCH SUBGRADE SHALL BE APPROVED BY OWNER'S �q� i°i'1 m a RESPONSIBILITY. v E 'E E �E p o i a� BACKFILL MATERIAL gY CONTRACTOR 2. THE HEIGHT AND THE SUPPORT OF THE VERTICAL 3 PER SPECIFICATION SECTION SHALL BE DETERMINED BY THE CONTRACTOR as o 02225 AS REQUIRED FOR THE PROTECTION OF ADJACENT o a� PROPERTIES AND IMPROVEMENTS. CRUSHED SURFACING BASE COURSE IS REQUIRED. V) oz 12" CRUSHED SURFACING i ) OVERLAP. COVER UPPER LAYER BASE COURSE �_, /:' OF FABRIC WITH 6" MIN GRAVEL LL a a 3 m y - -� -- BACKFILL FOR DRAINS. x 7, a IL I I I N Q o I °f 0 0 0 00 U 0 0 0 IN i 0 0 G w_ d' - CO �_ ���r� Q y %vv STORM DRAINAGE TRENCH NOTES yrr SUBGRADE ELEVATION. FOR MATERIALS OVER 1. THE TRENCH WIDTH AT THE TOP SHALL BE DETERMINED 3. TRENCH SUPPORT SYSTEM SHALL BE USED WHERE SUBGRADE SEE DRAWING BY THE CONTRACTOR TO SUIT HIS CONSTRUCTION REQUIRED BY W.I.S.H.A. PER CHAPTER 296 -155 WAC. i C(G)800. OPERATIONS. TRAFFIC FLOW AND PROTECTION OF rrrrrr �� ADJACENT PROPERTY ARE THE CONTRACTOR'S 4. TRENCH SUBGRADE SHALL BE APPROVED BY OWNER'S %.� RESPONSIBILITY. REPRESENTATIVE PRIOR TO PLACING FILL MATERIALS. - ACTUAL SIDE SLOPE UNAPPROVED SUBGRADES SHALL BE CORRECTED IN BACKFILL MATERIAL gY CONTRACTOR 2. THE HEIGHT AND THE SUPPORT OF THE VERTICAL ACCORDANCE WITH SPECIFICATION 02225. PER SPECIFICATION SECTION SHALL BE DETERMINED BY THE CONTRACTOR 02225 AS REQUIRED FOR THE PROTECTION OF ADJACENT 5. OWNER'S REPESENTATIVE SHALL DETERMINE IF 12" FLEXIBLE PIPE PROPERTIES AND IMPROVEMENTS. CRUSHED SURFACING BASE COURSE IS REQUIRED. TOP OF PIPE AND FABRIC-----'., 6" w_ d' - CO �_ ���r� Q y %vv rrrrrrr rrrrrrrrrrr rrrrrrrrrrrrrrrr r yrr rrrrrr �� rrrrrr rrrrrrr -BEDDING MATERIAL r r r r r r 4Z7 r r r r r r 4" MIN ���� rrrrrr Q� 2 rrrrrr �� rrrrrr) QS rrrr %.� rrrrrrrrrrr rrrrrrr UNDISTURBED SUBGRADE- 6" MIN 6" MIN TRENCH MAX WIDTH 36" (WHEN D< =151 OR__ 1.5D +18" (WHEN D =?18 ") WARNING TAPE 2" MIN 2' MIN FABRIC OVERLAP -BEDDING MATERIAL FINISH ED GR ADE z FOR RIGID PIPE OR III - III- III_II -IIh II TRAIL MAINT BEDDING MATERIAL IIIIIII1111 1111111111111111 iC(D 27 iC(D)800 FOR THERMOPLASTIC ACCESS PIPE PERFORATED STORM DRAIN, -WORK BEDDING UNDER SIZE, AND IE PER PLAN. PIPE HAUNCHES FOR PROVIDE AT LEAST 6" GRAVEL _ - PLACE GEOTEXTILE FABRIC PER FLEXIBLE PIPE BACKFILL FOR DRAINS OVER ` 02722 AND COVER WITH GRAVEL BACKFILL FOR TOP OF PIPE AND FABRIC-----'., o DRAINS. WRAP FABRIC W I.. OVER TOP OF PIPE WITH 2' MIN < 12" CRUSHED SURFACING i ) OVERLAP. COVER UPPER LAYER BASE COURSE �_, /:' OF FABRIC WITH 6" MIN GRAVEL SEE TRENCH NOTE 5 - -� -- BACKFILL FOR DRAINS. SECTION PERFORATED DRAIN TRENCH SCALE: NONE ALONG TRAIL /MAINT ACCESS 1C(D)800 e221 - TRENCH SUBGRADE iC D 23 SEE TRENCH NOTE 4 0 13 27 1C(D)28 0 1C4D)32 iCkD 37 SECTION STORM DRAINAGE_ TRENCH A SCALE: NONE TYPI 1 C(D)800 MATCH EXISTING GRADE AT LIMITS OF CLEAR AND LIMIT OF 12" DEPTH CLEAR AND GRUB GRUB AREA PER DEMOLITION PLAN FINISHED GROUND LINE 3' MIN FILL WITH S1, UNLESS FABRIC OTHERWISE NOTED ON z OVERLAP o GRADING PLANS - �Im v O 711 =llril ,,,, g r w X TI -l1EdI ;;;;;;; a ° a „� ;;:;,' 1 -III o ,I 1111 III =1 -I I� III -III% 1111111 w - III�IL� n ,,,,,,,,,,,,, ,,,,,,,, - HIaI�III III =11L . ;; % III III III "' II III III -III ilf =� EXISTING II-III III III II7 III �1 III III =i'- n 1=111 =I I I 11 11 III =11 ITI ITI T -' GROUND III III_llml1 LINE I, III III III III = _ 1 I11 I11-I I=I -11 PERFORATED STORM DRAIN, SIZE, AND IE PER PLAN. PROVIDE AT LEAST OF 6" GRAVEL BACKFILL FOR DRAINS OVER TOP OF PIPE AND FABRIC. NOTE: PLACE ADDITIONAL GRAVEL BACKFILL FOR DRAINS AS AS REQUIRED TO LIMIT THIS DIMENSION TO 3 FEET. FOLLOWING 12" CLEAR AND GRUB, PLACE GEOTEXTILE FABRIC (PER 02722) AND COVER WITH GRAVEL BACKFILL FOR DRAINS. WRAP FABRIC OVER TOP OF PIPE WITH 3' MIN OVERLAP. COVER UPPER LAYER OF FABRIC WITH 6" MIN GRAVEL BACKFILL FOR DRAINS. SECTION PERFORATED DRAIN TRENCH SCALE: NONE iC(D 22 iC(D)800 iC(D)23 iC(D)37 1C(D)27 1C(D)38 iC(D)28 iC(D)39 1 C(D)30 iC(D)40 1C(0)32 iC(D)44 1C(D)34 iC(D)45 a'WP9 . =ate sR:•® 1C(D)35 EXTEND INTO o UNDISTURBED v SOIL (TYP) ^ z LOCATION a PER PLAN v / - 24" SD (TYP) FINISHED GRADE LIMITS OF UNDISTURBED NATIVE MATERIAL CDF TRENCH \�I DAM TRENCH BACKFILL PER 02225 AS REQUIRED ELEV 12.0 24 "SD (TYP) I 0 0 0 a 1' MIN ---------- - - - - -- (TYP) 1 SECTION TRENCH DAM D SCALE: NONE iC(D)800 1C(D)800 3]� RQLL159 1C(D)800 C8100177.DWG GENERAL STORM DRAINAGE NOTES: 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE- CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON DEVELOPMENT SERVICES DIVISION, PLAN REVIEW PROJECT MANAGER. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE "1 098" EDITION OF THE "STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" PREPARED BY W.S.D.O.T., AND THE AMERICAN PUBLIC WORKS ASSOCIATION (AP'NA), AS AMENDED BY THE CITY OF RENTON. 3. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE WITH THE CITY OF RENTON. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON DEVELOPMENT SERVICES DIVISION. 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. �. CONSTRUCTION NOISE SHALL BE LIMITED AS PER KING COUNTY CODE (SECTION 12.88); FOR THIS PROJECT THIS IS 6 A.M. TO 11 P.M. WEEKDAYS AND 6 A.M. TO 11 P.M. ON WEEKENDS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT -OF -WAY THAT MAY INTERRUPT .NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE 1998 WSDOT STANDARD SPECIFICATIONS 1-07.23, SHALL APPLY. 7. FOR DATUM INFORMATION, REFER TO DRAWING G4. 8. ALL SEDIMENTATION /EROSION CONTROL FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND GRADING, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 9. ALL RETENTION / DETENTiON FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE DEVELOPMENT SERVICES DIVISION. 10. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION. 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. ALL TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 85% FOR LANDSCAPED AREAS AND 95% FOR PAVEMENT AND STRUCTURAL FILL AREAS PER ASTM D- 1557 -70. WHERE A PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, BLOCKING SHALL BE PLACED AS CUSHION BETWEEN UTILITIES. 11. GALVANIZED STEEL. PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 12. THE FOLLOWING APPURTENANCE DESIGNATIONS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROPRIATE CITY OF RENTON STANDARD PLAN: CB ;YPE 1 - STD PLAN 6012, CB TYPE 2 - STD PLANS B027 AND B027.1 (MODIFIED AS INDICATED ON DRAWING 1C(D)801, MH TYPE 3 - STD PLAN B028. 13. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMIT BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND /OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFTEY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTON WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT -OF -WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AN APPROVED TRAFFIC CONTROL PLAN BY THE TRANSPORTATION DIVISION. ALL SECTIONS OF THE W.S.D.O.T. STANDARD SPECIFICATIONS 1 -10.2, TRAFFIC CONTROL MANAGEMENT, SHALL APPLY. 15. ALL CATCH BASINS SHALL HAVE LOCKING GRATES, AND ALL DRAINAGE MANHOLES SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION /DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 16. IDENTIFYING COORDINATES SHALL BE THE CENTER OF THE GRATE FOR CATCH BASINS AND CENTER OF STRUCTURE FOR MANHOLES, rCONSTRUCTiON SET, IRECOMMENDED BY r ® FOR APPROVAL BY a DAT - sr®®®i - ®� ® ® ® ®® —i rte C 0 i 0 - 27S-0 22 ------- - - - --- -CDF 2' MIN TRENCH DAM LIMITS OF CENTERED IN TRENCH I PIPE SECTION ®I DETAIL TRENCH DAM SCALE: NONE iC(D 27 iC(D)800 FINISHED GRADE LIMITS OF UNDISTURBED NATIVE MATERIAL CDF TRENCH \�I DAM TRENCH BACKFILL PER 02225 AS REQUIRED ELEV 12.0 24 "SD (TYP) I 0 0 0 a 1' MIN ---------- - - - - -- (TYP) 1 SECTION TRENCH DAM D SCALE: NONE iC(D)800 1C(D)800 3]� RQLL159 1C(D)800 C8100177.DWG GENERAL STORM DRAINAGE NOTES: 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE- CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON DEVELOPMENT SERVICES DIVISION, PLAN REVIEW PROJECT MANAGER. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE "1 098" EDITION OF THE "STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" PREPARED BY W.S.D.O.T., AND THE AMERICAN PUBLIC WORKS ASSOCIATION (AP'NA), AS AMENDED BY THE CITY OF RENTON. 3. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE WITH THE CITY OF RENTON. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON DEVELOPMENT SERVICES DIVISION. 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. �. CONSTRUCTION NOISE SHALL BE LIMITED AS PER KING COUNTY CODE (SECTION 12.88); FOR THIS PROJECT THIS IS 6 A.M. TO 11 P.M. WEEKDAYS AND 6 A.M. TO 11 P.M. ON WEEKENDS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT -OF -WAY THAT MAY INTERRUPT .NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE 1998 WSDOT STANDARD SPECIFICATIONS 1-07.23, SHALL APPLY. 7. FOR DATUM INFORMATION, REFER TO DRAWING G4. 8. ALL SEDIMENTATION /EROSION CONTROL FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND GRADING, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 9. ALL RETENTION / DETENTiON FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE DEVELOPMENT SERVICES DIVISION. 10. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION. 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. ALL TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 85% FOR LANDSCAPED AREAS AND 95% FOR PAVEMENT AND STRUCTURAL FILL AREAS PER ASTM D- 1557 -70. WHERE A PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, BLOCKING SHALL BE PLACED AS CUSHION BETWEEN UTILITIES. 11. GALVANIZED STEEL. PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 12. THE FOLLOWING APPURTENANCE DESIGNATIONS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROPRIATE CITY OF RENTON STANDARD PLAN: CB ;YPE 1 - STD PLAN 6012, CB TYPE 2 - STD PLANS B027 AND B027.1 (MODIFIED AS INDICATED ON DRAWING 1C(D)801, MH TYPE 3 - STD PLAN B028. 13. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMIT BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND /OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFTEY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTON WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT -OF -WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AN APPROVED TRAFFIC CONTROL PLAN BY THE TRANSPORTATION DIVISION. ALL SECTIONS OF THE W.S.D.O.T. STANDARD SPECIFICATIONS 1 -10.2, TRAFFIC CONTROL MANAGEMENT, SHALL APPLY. 15. ALL CATCH BASINS SHALL HAVE LOCKING GRATES, AND ALL DRAINAGE MANHOLES SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION /DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 16. IDENTIFYING COORDINATES SHALL BE THE CENTER OF THE GRATE FOR CATCH BASINS AND CENTER OF STRUCTURE FOR MANHOLES, rCONSTRUCTiON SET, IRECOMMENDED BY r ® FOR APPROVAL BY a DAT - sr®®®i - ®� ® ® ® ®® —i rte C 0 i 0 - 27S-0 22 0 0 00 0 0 0 00 w U o / N Co 0 0 I 00 I I� 18011C(D)801 1C(D FLOOR BOX rn 01 ° 1. ALL PIPES SHALL BE CAST INTO VAULT o 1C(D 801 1C(D)801 g�i ° WALLS DURING CONSTRUCTION OF VAULT. NOTE: ° O Y_ w 0 ° 4 FOR SEEP RING 3/8" STEEL PLATE 2. PIPES ENTERING AND EXITING VAULT SHALL C < O �a 1 J ry 3 �a Ld U z HAVE A PIPE JOINT LOCATED OUTSIDE THE ' =�8 s 3 L' w O w La 1 (V (o a o m o Cn Q Q Z W Lil I I ,°om* O :2 Q 1/2 THE P IPE DIAMETER. 36 "0 TELESCOPING VALVE (NRS) STRUCTURAL PLANS SV5 zw �P2 )801 N IL 0 3: ne WALL OF PIPE Ozw IMZ O w a Q LIFTING STRAP a J m� D F IE =1.5 �> D cn p� V I xa SV6 AND SV7 °° _ EL. 10.0 4 � ° EXTEND OPENING AS VALVE GLAND °Q ° ° ° ° SHIM AND GROUT 24 "0 OUTFALL BASE PLATE ANCHORED n: o z � h 0� 24 "0 CANAL o; C) `.E 3Q m 12 "6" 0 1 2' 3' 4' 5' iC(D 8011C (D)801 � - RFMn \ /ARI F TnP GI AR E-4 y NON- RISING STEM NOTE: FIELD LOCATE GATE SV1 -SV4 W 0_ a ABOVE STEM. z DETAIL EL. 8.50 m °'N TIC v1 m - PIPE JOINT ®RECOMMENDED sY °"' R SPONAL FOR APPROVAL C IF o a� 1' 2' III°------- 5---- ®- ®- ® ®' EXPIRES: 0 6, e 9 a a 5 O E �z8 EL. 7.60 36 "0 DI SPOOL (FLxFL) ° y U U m 13: x z J m� :r .. a WITH SEEP RING I 1-j 0 0 00 0 0 0 00 w U o / N Co 0 0 I 00 I I� 18011C(D)801 1C(D c/D , 0- 2ito2 3' LESCOPING (NRS), RANGE i0 -9.75 (TYP) EL. =8.50 1D SV7 I SPOOL (FLxFL) BASE FLxFL) FLOOR BOX NOTES: ° 1. ALL PIPES SHALL BE CAST INTO VAULT 1 1C(D 801 1C(D)801 ° a ° WALLS DURING CONSTRUCTION OF VAULT. NOTE: ° ° °a ° ° ° 4 FOR SEEP RING 3/8" STEEL PLATE 2. PIPES ENTERING AND EXITING VAULT SHALL LADDERS OMITTED I 3 ° HAVE A PIPE JOINT LOCATED OUTSIDE THE FOR CLARITY _ I VAULT WITHIN DISTANCE NO GREATER THAN I I I _ 1/2 THE P IPE DIAMETER. 36 "0 TELESCOPING VALVE (NRS) STRUCTURAL PLANS SV5 HIGH WATER vEL 11.5 �P2 )801 ° LENGTH = 2' -5° WALL OF PIPE STEM BUSHING RANGE (EL 8.00 TO EL 9.75) LIFTING STRAP ° DESIGN EL. =8.50 IE =1.5 EL = 1.0 ° SV6 AND SV7 °° SCALE: NONE iC(D) 02 1C(D)802 EL. 10.0 4 � ° EXTEND OPENING AS VALVE GLAND °Q ° ° ° ° SHIM AND GROUT 24 "0 OUTFALL BASE PLATE ANCHORED AS REQUIRED W/ (4) 7/8 "0 ADHESIVE 24 "0 CANAL WIPER GASKET EMBEDMENT 12 "6" 0 1 2' 3' 4' 5' iC(D 8011C (D)801 � - RFMn \ /ARI F TnP GI AR a NON- RISING STEM NOTE: FIELD LOCATE GATE SV1 -SV4 60 "0 INLET SV8 a ABOVE STEM. DETAIL EL. 8.50 - PIPE JOINT ®RECOMMENDED sY °"' R SPONAL FOR APPROVAL 12" 6" 0 tV 1' 2' III°------- 5---- ®- ®- ® ®' EXPIRES: 0 6, e 9 NOTE 2 EL. 7.60 36 "0 DI SPOOL (FLxFL) ° 36 "0 STEEL SPOOL (FLxPE) a WITH SEEP RING I EL. 5.56 36 "0 DI BASE 60" SLUICE j BEND (FLxFL) GATE c/D , 0- 2ito2 3' LESCOPING (NRS), RANGE i0 -9.75 (TYP) EL. =8.50 1D SV7 I SPOOL (FLxFL) BASE FLxFL) 10' -6" ° PIPE JOINT 1 1C(D 801 1C(D)801 NOTE LADDI DETAIL NOTE 2 - I I FOR SEEP RING 3/8" STEEL PLATE lc(D\27 IC(D)801 I 3 12 "6" 0 i' 2' 3' 4' 5' I _ I I 1C(D) 02 1C(D)802 I _ IE= 1.75 I STRUCTURAL PLANS SV5 BUSHED FLOOR BOX OPERATING NUT I WALL OF PIPE STEM BUSHING ° a V� IE =1.5 EL = 1.0 ° SCALE: NONE iC(D) 02 1C(D)802 -' � ° EXTEND OPENING AS °Q ° ° ° ° SHIM AND GROUT 24 "0 OUTFALL BASE PLATE ANCHORED AS REQUIRED W/ (4) 7/8 "0 ADHESIVE ANCHORS, MIN 6 5/8" SECTION EMBEDMENT 12 "6" 0 1 2' 3' 4' 5' iC(D 8011C (D)801 � - RFMn \ /ARI F TnP GI AR c/D , 0- 2ito2 3' LESCOPING (NRS), RANGE i0 -9.75 (TYP) EL. =8.50 1D SV7 I SPOOL (FLxFL) BASE FLxFL) 10' -6" 1C(D 801 1C(D)801 NOTE LADDI DETAIL PLAN BELOW TOP SLAB N 1/4 FOR SEEP RING 3/8" STEEL PLATE lc(D\27 IC(D)801 12 "6" 0 i' 2' 3' 4' 5' REINFORCING PER 24" e STRUCTURAL PLANS SV5 BUSHED FLOOR BOX OPERATING NUT TOP SLAB WALL OF PIPE STEM BUSHING ° a DETAIL 3 ° SCALE: NONE iC(D) 02 1C(D)802 � ° EXTEND OPENING AS REQUIRED TO ACCOMMODATE ° a ° STEM AND LIFT ASSEMBLY" PER GATE, /VALVE MANUFACTURER ® ®® — rCONISTRUCTI 1 NON- RISING STEM NOTE: FIELD LOCATE ONSET DATE: Q� L FLOOR BOX CENTERED ABOVE STEM. DETAIL FLOOR BOX 2 1C(D )801 iC(D)801 ®RECOMMENDED sY °"' R SPONAL FOR APPROVAL 12" 6" 0 tV 1' 2' III°------- 5---- ®- ®- ® ®' EXPIRES: 0 6, 9 c/D , 0- 2ito2 3' LESCOPING (NRS), RANGE i0 -9.75 (TYP) EL. =8.50 1D SV7 I SPOOL (FLxFL) BASE FLxFL) m N N 0 O rn 0 0 00 O N N N N 0 O G AME 17, -0' 2' -0" 5' -0" 3' -0" 3' -6" 3' -0" 2' -6" 2' -0" I E 24 "0 OUTFAL (TYP.) v Y W O Q N71605.0 r a- E5191 1.8 a =oo LLj (n 0z QZ li w > O < <� O w LLJ 0 °v w z� z ®< �y 1S(D)800 1S(D 801 0Doe N O Q —r - -- -- —� - -i I 1 i LOz_w J O� V) I r °- -J -- --�-_ — °—�-- - °-- Q I — r --j--- �---�--a q "TELESCOPING a ZWQ I L mL, 24"0 j CANAL GATE �> IT1' 6" a U I 1 i �_6„ 1 2' -6" x 2' -6" U - - -- - -i - -- SUMP BELOW % -- I - - - - -� I (TYP.) I aai o �7 i a N i 24" 0 MH I (TYP.) sc OI °'• O a in z y 3 E- E-0- a - L------- - - - - -J AA� w `- b E h'r°1 a mE \E c c rn V1 m _ 0 a a I S O O� S �3 yg N Q e N71586.0 LL E52911.8 0 O rn 0 0 00 O N N N N 0 O G AME 17, -0' 2' -0" 5' -0" 3' -0" 3' -6" 3' -0" 2' -6" 2' -0" I E 24 "0 OUTFAL (TYP.) L LADDER BELOW (TYP.) 2 FOR DETAIL SEE 1 6" 1 S(D 00 1 S )801 1 S(DfqM 1 S )802 1 6'- 6 NOTE: CL 60 "4 INLET FOR PLAN LOCATION OF BUSHED FLOOR BOXES SEE SHT. 1C(D)801. PLAN N 12 "6" 0 1' 2' 3' 4' 5' z 0 t. FE Of a� of �ASy/ �r0 o �p 0 �$IEK Z ZI j' ®m m ® ®_ ®m -® NSSIONALI / --T /99 ,RECOMMENDED BY ; rCOfVST1�UCT1z�SET 1 EXPIRES: 08/24/'99 ®FOR APPROVAL . lr Swp .2 DATE: 1 1S {1)800 1S(D)$01 I Ln O — C 1%1)8800 1 %D)801 6 00 1S {1)800 1S {1)800 A 1S(D)800 iS(D)800 EL. 15.0 7 TOP OF LADDER - -_- _ - --EL. 13.30 -------- - - - - -- i I f l I � LADDER--- i I I I 1 60 "0 INLET j I i I I I L — i 1, -t 6„ — —a I I I #4x7' -0" @ I I CENTER OF I WALL (4 TOTAL) CO I 1 N I I I I I I I- -I I I r - °i / \ #4x5' -0" @ I I I I \ CENTER OF I WALL (4 TOTAL') I EL. 4.25 I_ F I_ I I I I I L- -4 I #4 W/ 5-4"0 1 @ CENTER OF I F - L WALL I L_L_ _ o I _I L I NOTE: ELEVATION ADDITIONAL PIPE HOLE REINF. tl A WALL REINF. NOT SHOWN FOR CLARITY. STOP NORMAL WALL REINF. (BOTH 1S(D)800 1S 1)800 VERTICAL AND HORIZONTAL) 2 INCHES 12 "6" 0 i' 2' 3' 4' 5' SHORT OF PIPE HOLE. ADDITIONAL REINF. 3 SPA. @ 4" @ MH, SEE 2 #7 (TYP) 3 1S (D) 00 1S( )802 3 ADDITIONAL 1S(D) 00 1S )80. #7 C---D 4 2" CLR. / (TYP.) UNO #5 @ 12'J #8 @ 12" 4 - #8 @ 4" 4 #7 @ 12" O.C. TOP OF 1S(D 001S )802 (TYP' @ PARTITION WAIL PERIMETER OF 1' -6" C.I.P. TOP SLAB)* a #5 @ 12" O.C. AD273024 (TYP.) #6 @ 12" O.C. L3x2x1 /4 (LLV) GALVANIZED b (TYP. @ W/2 -1/2 "4 EXP. ANCHOR d PERIMETER OF 1' -6" BOLTS (TYP. 2 SIDES) C.I.P. TOP SLAB)* J - 3/16x1 1/4 BAR GRATE 11 SERRATED AND GALVANIZED L1 1/2x1 1/2x1/4 GALV. W/2 -1/2 "O x 3" STUDS (TYP. 2 SIDES) MITER CORNERS a a #8 @ 12" TOP & BOTTOM (TYP.) N 1 #6 @ 12" MIS = 1 U #6 @ 12° SECTION B 1S(D)80a 1s(D)800 6' -3" 12 "6" 0 1' 2' 3' 4' 5' #5 C 1.2" 4 F #6 @ 9" C 1S(D)80D CONTINUOUS 4" WIDE x 1" DEEP KEY W/ 4" WATERSTOP (TYP. * ADJUST SPACING TO PROVIDE 2 - #7 AND 2 - #6 BETWEEN OUTFALL PIPES, NORTH WALL lmwi RRft pL EL. 1.0 I 1 #7 @ 12" O.C. (TYP. @ PERIMETER OF 8" REMOVABLE LID)* #6 @ 12" O.C. (TYP. @ PERIMETER OF 8" REMOVABLE LID)* #7 DOWELS @ 12" O.C. (TYP.)* 0 Q. I - -�- - - -- I I 1,_0„ I + 1S(D) 00 1S )801 1 I (TYP.) REMOVABLE LID I I �y 1S(D)800 1S(D 801 PARTITION I I WALL BELOW II f - - - — — -- r----- -� - - -� -- - I I I —r - -- -- —� - -i I 1 i I r °- -J -- --�-_ — °—�-- - °-- Q I — r --j--- �---�--a q "TELESCOPING I I �36 24"0 j CANAL GATE 41-6" 2' -6" 1 IT1' 6" a I 1 i �_6„ 1 2' -6" x 2' -6" 1 1 - - -- - -i - -- SUMP BELOW % -- I - - - - -� I (TYP.) I (TYP.) I 0 i 24" 0 MH I (TYP.) YNON—RISING STEM i ]S(D) 00 iC (1)802 i (TYP.) SEE FLOOR BOX DETAIL I = ^ F L 1- -� - - -- - - - - -- I - L------- - - - - -J i I L LADDER BELOW (TYP.) 2 FOR DETAIL SEE 1 6" 1 S(D 00 1 S )801 1 S(DfqM 1 S )802 1 6'- 6 NOTE: CL 60 "4 INLET FOR PLAN LOCATION OF BUSHED FLOOR BOXES SEE SHT. 1C(D)801. PLAN N 12 "6" 0 1' 2' 3' 4' 5' z 0 t. FE Of a� of �ASy/ �r0 o �p 0 �$IEK Z ZI j' ®m m ® ®_ ®m -® NSSIONALI / --T /99 ,RECOMMENDED BY ; rCOfVST1�UCT1z�SET 1 EXPIRES: 08/24/'99 ®FOR APPROVAL . lr Swp .2 DATE: 1 1S {1)800 1S(D)$01 I Ln O — C 1%1)8800 1 %D)801 6 00 1S {1)800 1S {1)800 A 1S(D)800 iS(D)800 EL. 15.0 7 TOP OF LADDER - -_- _ - --EL. 13.30 -------- - - - - -- i I f l I � LADDER--- i I I I 1 60 "0 INLET j I i I I I L — i 1, -t 6„ — —a I I I #4x7' -0" @ I I CENTER OF I WALL (4 TOTAL) CO I 1 N I I I I I I I- -I I I r - °i / \ #4x5' -0" @ I I I I \ CENTER OF I WALL (4 TOTAL') I EL. 4.25 I_ F I_ I I I I I L- -4 I #4 W/ 5-4"0 1 @ CENTER OF I F - L WALL I L_L_ _ o I _I L I NOTE: ELEVATION ADDITIONAL PIPE HOLE REINF. tl A WALL REINF. NOT SHOWN FOR CLARITY. STOP NORMAL WALL REINF. (BOTH 1S(D)800 1S 1)800 VERTICAL AND HORIZONTAL) 2 INCHES 12 "6" 0 i' 2' 3' 4' 5' SHORT OF PIPE HOLE. ADDITIONAL REINF. 3 SPA. @ 4" @ MH, SEE 2 #7 (TYP) 3 1S (D) 00 1S( )802 3 ADDITIONAL 1S(D) 00 1S )80. #7 C---D 4 2" CLR. / (TYP.) UNO #5 @ 12'J #8 @ 12" 4 - #8 @ 4" 4 #7 @ 12" O.C. TOP OF 1S(D 001S )802 (TYP' @ PARTITION WAIL PERIMETER OF 1' -6" C.I.P. TOP SLAB)* a #5 @ 12" O.C. AD273024 (TYP.) #6 @ 12" O.C. L3x2x1 /4 (LLV) GALVANIZED b (TYP. @ W/2 -1/2 "4 EXP. ANCHOR d PERIMETER OF 1' -6" BOLTS (TYP. 2 SIDES) C.I.P. TOP SLAB)* J - 3/16x1 1/4 BAR GRATE 11 SERRATED AND GALVANIZED L1 1/2x1 1/2x1/4 GALV. W/2 -1/2 "O x 3" STUDS (TYP. 2 SIDES) MITER CORNERS a a #8 @ 12" TOP & BOTTOM (TYP.) N 1 #6 @ 12" MIS = 1 U #6 @ 12° SECTION B 1S(D)80a 1s(D)800 6' -3" 12 "6" 0 1' 2' 3' 4' 5' #5 C 1.2" 4 F #6 @ 9" C 1S(D)80D CONTINUOUS 4" WIDE x 1" DEEP KEY W/ 4" WATERSTOP (TYP. * ADJUST SPACING TO PROVIDE 2 - #7 AND 2 - #6 BETWEEN OUTFALL PIPES, NORTH WALL lmwi RRft pL EL. 1.0 I 1 #7 @ 12" O.C. (TYP. @ PERIMETER OF 8" REMOVABLE LID)* #6 @ 12" O.C. (TYP. @ PERIMETER OF 8" REMOVABLE LID)* #7 DOWELS @ 12" O.C. (TYP.)* 0 Q. F N� U Q o m a 9 N a J a 0 0 0 0 00 rn 0 N N N N 0 0 O w ol N N O I— U Y W 0 QU ry do �N w W J W W > ~ 36 "0 TELESCOPING LLJ 0 W a O W W Q =�� U EL. 10.0 VALVE w z Z � Z ama Q � B 24 "0 CANAL GATE � Z z LLJ o #4 x 5' -9" U I- :m f= #4 x 5' -10" o:f U I � OF WALL OF WALL O N a (TYP. 4 LQCATIONS) CD 0 Z W N v #4 x 4' -6" L Z w U CL OF WALL ( #4 x 10' -4" I@ m 1, N CL OF WALL cy In I 9- OF WALL _ I - EL. 3.23 EL. 2.5 U � aw r--- - #4 W/3'-4;'O © CL OF WALL -s E #4 W/2' -4 "O NOTES: V'N �� © CE OF WALL 1 . WALL REINFORCING NOT SHOWN FOR CLARITY. STOP NORMAL WALL REINFORCING (BOTH a VERTICAL AND HORIZONTAL) 2 INCHES SHORT OF PIPE HOLE. s 2. PROVIDE 4 - #6 VERTICAL REINFORCEMENT z a PER NOTE SECTION C 00 SECTION 1S(D) Lisp) 801 1S(D)800 1s(D)8o1 12..6..0 1 ' 2' 3' 4' S' 0 v=i o z °y a V a #5 @ 12" O.C. I Y N d{ Z Q PARTITION WALL #4 @ 12" O.C. #6 © 8" O.C. m W a > NOTE: 9" PARTITION WALL Y m ADJUST SPACING TO PROVIDE 2 - #6 MIN. E.F. BETWEEN WALL OPENINGS ro d DETAIL TYP. CORNER REINF. AT PARTITION _WALL 1S(D)800 1S(D)801 oz 12 "6" 0 1' 2' 3' 4' 5' z " o � U SECTION rE o 1S(D)8 iS D)801 12 "6" 0 1' 2' 3' 4' 5" 00 w N o S W(� •Z''• t7r0 Z L� ------------- I -- TOP OF LADDER I - -- - ° -EL. 13.30-------- - - - - -- I I I I ! I I I I I LADDER i I_ I r l I I I I I 1 1'16° 1 1 I I I I i - -� 24 "0 OUTFALL (TYP) 1 1 1 1 I I L- _a #4 x 4' -6" @ #4 x 14' -8" OF WALL (TYP.) CL OF WALL i I I I I I A � I I I I EL. 2.5 I I — L -� \--#4 W/2' -4 "O ® CL OF WALL (TYP.) NOTES: 1. WALL REINFORCING NOT SHOWN FOR CLARITY. 1' -0" MIN. QUARRY STOP NORMAL WALL REINFORCING (BOTH SPALLS (MODIFIED) VERTICAL AND HORIZONTAL) 2 INCHES SHORT LEVELED WITH CRUSHED OF PIPE HOLE, EXCEPT AS NOTED IN NOTE 2. SURFACING BASE COURSE AS REQUIRED 2. PROVIDE 2 - #7 AND 2 - #6 VERTICAL REINFORCEMENT PER NOTE SECTION �� . 1S(D) OO 1S ) 800 SECTION D iS(D)800 1S(D)801 12,.6'.0 1' 2' 3' 4' 5' #5 WITH S 90' HOOK IF VAULT #5 WITH STANDARD 90' HOOK NOTE: VERTICAL REINFORCEMENT NOT SHOWN FOR CLARITY. DETAIL TYP CORNER REINF (2 12" 6" 0 1' 2' 3' 1S(D)800 iS D)8o1 T.FERGL �Q Z�y �q �, :RECOMMENDED By rCONSTRUCTION SET, S�ONAL� I RECOMMENDED By I IizZ /99 IFOR APPROVAL By oAr�E: EXPIRES: 08/24/'99 (24r7) , i7 - F _ I c f a U V I a IL z a N CL O N NW J i ¢ m U w z T�s z V1 0 m 0 N 0 0 00 0 0 N N O O O o N Q N CE LADDER, RUNG & ANCHOR 8" v Y � TOP OF LA a`o �o oS Z s.= E- a V _ nW L W as c � E ,E t o� Sg � � a E Z g O y: = W �€ N " �$ V) V U 6 2 Y N P i Y n LADDER 2" CYAA APO[ IT DETAIL TYP. LADDER DETAILS 12 "6" 0 1' 2' 3' 4' S' IS(D)800 IS(D)802 1_6x 3 1/2 x 5/16 LLH C TYP. EDGE OF L'D, MITER SEAL WELD AT CORNERS AGE #4 x2' -0" " O.C. �t L3x2x1 /4 LLH CONT. 5/16 2 1/2 1 5 16 2 1 2 0 1 /2V) ANCHORAGE # o @ 1' -0" O.C. DETAIL 12" 9" 6" 3" 0 1' iS(D)80(D)802 0 w °z 3WP a2To�'j�0 1 - #7 C_D TOP PLUS 1- 8 CONT. BOTT. - I \ #6 TOP & BOTT. II 1-#6 x 5' -6" TOP & BOTT. MgNHpCe 1S(D)802 1S(D)802 TYP NOTES: 1. TYPICAL TOP SLAB REINF. NOT SHOWN FOR CLARITY. 2. PROVIDE 180• HOOK AT BOTT. REINF. TERMINATED AT MANHOLE. 1,(P DETAIL ADDITIONAL REINFORCING AT MH Z 1S(D)800 1S(D)802 12" 6" 0 1' 2' 3' L6x 3 1/2 ANCHORAGE #4 x2' -0" @ 1' -0" O.C. 5/16 2 1/2 5/16 2 1/2 DETAIL (m 12" 9" 6" 3" 0 1' 1S(D)800 iS D)802 6" 2 47 #6 l ( MANHOLE SECTION A 1 s(D)8o2 1 s(D)802 t2" 6" 0 1' 2' 3' Ir O EYE BOLT W /NUT & WASHER SEAL LIFTING DETAIL <ry 2 J BY CROSBY OR EQUAL) LIFT W/ LIFTING FRAME. STOPPER, McMASTER LJ 1 > CARR NO. 9545K23 w 1/4 0 0 ¢3 O w Q W TACK w z ¢ J z m :2 of Q RAIL BAR 1/2 "x. DETAIL TYP LIFTING LUG 3 12" 9" 6" 3" 0 1' 1S(D)800 1S(0)802 0 Q Ckf RUNG ROD 1 "0 �Uzw O N Z m < BRACE -BAR 1/2 "x2 ry J D 015 In 190- a`o �o oS Z s.= E- a V _ nW L W as c � E ,E t o� Sg � � a E Z g O y: = W �€ N " �$ V) V U 6 2 Y N P i Y n LADDER 2" CYAA APO[ IT DETAIL TYP. LADDER DETAILS 12 "6" 0 1' 2' 3' 4' S' IS(D)800 IS(D)802 1_6x 3 1/2 x 5/16 LLH C TYP. EDGE OF L'D, MITER SEAL WELD AT CORNERS AGE #4 x2' -0" " O.C. �t L3x2x1 /4 LLH CONT. 5/16 2 1/2 1 5 16 2 1 2 0 1 /2V) ANCHORAGE # o @ 1' -0" O.C. DETAIL 12" 9" 6" 3" 0 1' iS(D)80(D)802 0 w °z 3WP a2To�'j�0 1 - #7 C_D TOP PLUS 1- 8 CONT. BOTT. - I \ #6 TOP & BOTT. II 1-#6 x 5' -6" TOP & BOTT. MgNHpCe 1S(D)802 1S(D)802 TYP NOTES: 1. TYPICAL TOP SLAB REINF. NOT SHOWN FOR CLARITY. 2. PROVIDE 180• HOOK AT BOTT. REINF. TERMINATED AT MANHOLE. 1,(P DETAIL ADDITIONAL REINFORCING AT MH Z 1S(D)800 1S(D)802 12" 6" 0 1' 2' 3' L6x 3 1/2 ANCHORAGE #4 x2' -0" @ 1' -0" O.C. 5/16 2 1/2 5/16 2 1/2 DETAIL (m 12" 9" 6" 3" 0 1' 1S(D)800 iS D)802 6" 2 47 #6 l ( MANHOLE SECTION A 1 s(D)8o2 1 s(D)802 t2" 6" 0 1' 2' 3' "i. FE& N Z SAONAL �'l 11% 7419 EXPIRES: 08/24/'99 /Q (RECOMMENDED BY t (FOR APPROVAL By CONSTRUCTION'� _S ET - L DATE: CID; o- ads-- -,6 Syr REMOVABLE 1 1/4 "4" FORGED EYE BOLT W /NUT & WASHER SEAL LIFTING DETAIL SHIP WITH LID (TYPE G -291 WITH NO.10 RUBBER LAB BY CROSBY OR EQUAL) LIFT W/ LIFTING FRAME. STOPPER, McMASTER CARR NO. 9545K23 1/4 0 0 o D TACK 2 "4 XS PIPE NUT CL BOLT, PIPE BEARING PL. 1/2 "x6 "x6" & PLATE DETAIL TYP LIFTING LUG 3 12" 9" 6" 3" 0 1' 1S(D)800 1S(0)802 "i. FE& N Z SAONAL �'l 11% 7419 EXPIRES: 08/24/'99 /Q (RECOMMENDED BY t (FOR APPROVAL By CONSTRUCTION'� _S ET - L DATE: CID; o- ads-- -,6 Syr N O O o I / o o � / 0 N N z N I / a N O °0 O o 0 I pill'' LA I SURFACE WATER MANAGEMENT PROJECT SITE DEVELOPMENT RENTON, WASHINGTON Swp s7 -a7i0 VICINITY MAP N SCALE: NONE PR RECORD SET JULY 2000 OJECT SITE 0 m _ o 00 p Pb SCALE: NONE y T S Ip "Y 1g _ Iv ° 1 2522 f SS�ONALV`9 S "W. 16TH_ STREET _. I I U Y W CHECKED FOR COMPLIANCE RECORD DRAWING INFORMATION COMPILED — tea S-W. 19TH STREET 158TH ST -1 �, L..I �z f?°oo 1 W S � I <$OEING POPERTY .�� rI p � O w W I TuKwILA W Z C/) I RENTON Date ° =N Q LLJ 1 z w Q ° i Q O C7 C)f Z W �< U LINE - -- - N IL zw i ri _ o I 0u w U z X 1 0 I S W 34TH STREET Z a w 6 co �> m 0 O a II\ z a° o 1 z g o N E w W �E U S a 1 nE -,E E R V1 z <o Q ° S6 Z o T �=o =. a - a a � U 3 . U N O O o I / o o � / 0 N N z N I / a N O °0 O o 0 I pill'' LA I SURFACE WATER MANAGEMENT PROJECT SITE DEVELOPMENT RENTON, WASHINGTON Swp s7 -a7i0 VICINITY MAP N SCALE: NONE PR RECORD SET JULY 2000 OJECT SITE 0 m _ o SCALE: NONE y T 1 -405 ° 1 2522 f SS�ONALV`9 S "W. 16TH_ STREET _. /31!on CHECKED FOR COMPLIANCE RECORD DRAWING INFORMATION COMPILED EXPIRES: 06/05/'02 TO CITY STANDARDS S-W. 19TH STREET 158TH ST -1 COMPLETENESS OFBCONTRACTOR'SRRECORDS. °'--------- ®'� ° "��: -; = CITY S � I <$OEING POPERTY I =I OF clTr of I I TuKwILA ;\NE I RENTON Date d— s-- -- ---------- r 3 S.W. 23RD STREET m 1 z w Q ° BOEING i PROPERTY i S.W- 27TH STREET i o LINE - -- - o° Qj i ri _ o I w o 3 z X 1 0 I S W 34TH STREET Z a w AS SITE LOCATION N SCALE: NONE BUILT ROLL # 167 FR1 2 0 BOEING PROPERTY LINE �- 25 -01 _ ,TW 16TH ST' ;r ePO4 PROJECT F— SITE 158TH ST. S —I �— BOEING o L/ PROPERTY J LINE yam/ BOEING PROPERTY PROPERTY 1 LINE I , I 1 i I I 1 1 SCANNED uCT h 2000 SITE PLAN SCALE: NONE y T ° 1 2522 f SS�ONALV`9 /31!on CHECKED FOR COMPLIANCE RECORD DRAWING INFORMATION COMPILED EXPIRES: 06/05/'02 TO CITY STANDARDS FROM CONTRACTOR'S RECORDS. I. CENSEE S. 1/2' SEC' 24, T. 23N., R. 4E., W.M. Date COMPLETENESS OFBCONTRACTOR'SRRECORDS. °'--------- ®'� ° "��: N. 1/2, SEC. 25, T. 23N., R. 4E., W.M. Date i RECORD DRAWING 1 Date d— s-- -- ---------- r ��.. SCANNED uCT h 2000 8 C � 9 V / a G rn ■p�1 z a C N � 3 a Z o m c� 3 0 N O O O N 0 0 0 3 0 i O N N i N O O 0 r ° N IN SET DRAWING NUMBER FILE N0. REVISION DRAWING TITLE IN SET DRAWING NUMBER FILE N0. REVISION DRAWING DRAWING TITLE IN DRAWING NUMBER FILE N0. REVISION DRAWING TITLE IN SET DRAWING NUMBER FILE N0. REVISION 6 i00025.uWi; DRAWING TITLE a GENERAL DRAWINGS SITE PAVING DRAWINGS ELECTRICAL POWER DRAWINGS DEMOLITION & TESC DRAWINGS _ Gt G1100021 COVER SHEET - •_ ■_ 2C 2C17 X5100047 C5100162 _ PAVNG PLAN PAVING PLAN - GRID 17 • ■ 6E,P 6E P`27 X5100031 E5100600 ELECTRICAL POWER - SITE PLAN SITE ELECTRICAL POWER PLAN - GRID 27 _g1_ _91_12 _ X5100034 X5100037 DEMOLITION &TESC -SITE PLAN DEMOLITION &TESC PLAN -GRID 12 • G2 G2100025 INDEX OF DRAWINGS ■ 2C22 C5100168 PAV'iNG PLAN - GRID 22 ■ 6E(P)28 E5100601 SITE ELECTRICAL POWER PLAN - GRID 28 9L17 _ _ _ DEMOLITION & TESC PLAN - GRID 17 U ■ G3 G3100027 ABBREVIATIONS • 2C23 C5100169 PALING PLAN - GRID 23 ------ 91_22 _X5100038 X5100039 - DEMOLITION & TESC PLAN - GRID 22 - - - - --- Y L'i — - G3100028 CIVIL SYMBOLS & SURVEY NOTES ■ 2C25 C5100173 - PAVING PLAN - GR!D 26 - -- 91_23 — X5100040 DEMOLITION &TESC PLAN - GRID 23 Q G5_ G3100030 ELECTRICAL SYMBOLS & NOTES ■ 2C27 C5100174 PAVING PLAN - GRID 27 91_27 X5100041 DEMOLITION & TESC PLAN - GRID 27 p _ ____ -_ _ _ -_ • 2C28 C5700175 PAVING PLAN -GRID 28 91_28 X5700042 DEMOLITION &TESC PLAN -GRID 28 • 2C32 C51 OW, 79 PAVING PLAN - GRID 32 91_29 X5100123 DEMOLITION & TESC_PLAJ - GRID 29 z< w N U Z ■ 2C37 C5100184 PAVING PLAN - GRID 37 __ 91_30 X5100112 DEMOLITION &TESC PLAN -GRID 30 -_ - -- -___ -- _ - ____ ■ 2C800 C8100225 PAVING PLAN DETAILS 91_32 X5100043 DEMOLITION & TESC PLAN GRID 32 _ 91_33 X5100044_ DEMOLITION & TESC_ PLAN - GRID 33 =3° o 91_34 X5100113 DEMOLITION & TESC PLAN - GRID 34 ° I I w Z p -- 9 1_35 X5100114 - -- DEMOLITION &TESC PLAN --GRID 35 - S< � Q 91_37 X5100045 DEMOLITION & TESC PLAN_ GRID 37 ° Q : CO cy _ _ 91_38 X5100046 DEMOLITION & TESC PLAN - GRID 38 91_39 X5100115 - DEMOLITION & TESC PLAN -GRID 39 - -- ZZ gW L40 X5100116 _ DEMOLITION &_ TESC PLAN -GRID 40_ -i Q p 91_43 X5100124 UEMuLI iION &TESC PLAN -GRID 43 Z _- 9L44 X5100117 DEMOLITION & TESC PLAN - GRID 44 L0 Z w SITE GRADING DRAWINGS LAKE SYSTEM DRAWINGS BY STO DESIGN GROUP COMMUNICATIONS DRAWINGS 91_45 X5100118 DEMOLITION & TESC PLAN - GRID 45 ® - ■ 4C L 00 C5100200 EXISTING LAKE SYSTEM ■ 7E X510002G COMMUNICATIONS PLAN _ _ 91_801 C8100684__ DEMOLITION & TESC DETAILS - SHEET 1 OQ M • iC G X5100032 SITE GRADING PLAN -SITE PLAN • 4C(L)201 C5100201 EXISTING AND PROPOSED LAKE SYSTEM • 7E27 E5100671 COMMUNICATIONS PLAN -GRID 27 91_802 C8100685 DEMOLITION &TESC DETAILS -SHEET 2 ®� cl-I ■ IC (G) 17 C5100020 _ SITE GRADING PLAN - GRID 17 ■ 4C(L)202 C51002O2 PROPOSED LAKE SYSTEM • 7E28 E-5-100672. COMMUNICATIONS PLAN - GRID 28 (n ■ 1C (G) 22 C5100026 _ SITE GRADING PLAN - GRID 22 • 4C(L)22 C5100202 LAKE SYSTEM PLAN GRID 22 ■ 1E712 IE112 480Y/277 VOLT POWER PLAN _ U • 1C (G) 23 C5100027 SITE GRADING PLAN - GRID 23 • 4C(L)23 C5100203 LAKE SYSTEM PLAN GRID 23 ■ 1E360o 1E360o CABLE TRAY PLAN • 1C (G) 27 C5100032 SITE GRADING PLAN - GRID 27 • 4C(L)2 C5100204 LAKE SYSTEM PLAN GRID 27 • E500 E500 LARGE SCALE PLANS - ELECTRICAL SPACES__- ■ IC (G) 28 C5100033 SITE GRADING PLAN GRID 28 ■ 4C (Q28 28 C5100205 LAKE SYSTEM PLAN GRID 28 8 ■ IC (G) 32 C5100037 SITE GRADING PLAN - GRID 32 ■_ 4C(L)32 C5100206 LAKE SYSTEM PLAN GRID 32 - °16 ■ 1C (G) 33 C5100038 - SITE GRADING PLAN - GRID 33 ■ 4C(L)37 C5100207 LAKE SYSTEM PLAN GRID 37 _ Z ° ■ !C (G) 37 C5100042 SITE GRADING PLAN - GRID 37 ■ 4C(L)800 C8100235 EQUIPMENT DETAILS Q o E • IC(G)800 C8100060 SITE GRADING DETAILS & GENERAL NOTES • 4C(L)801 C8100236 EQUIPMENT DETAILS 3 < 0 4C L`802 C8100237 EQUIPMENT DETAILS aw I ■ 4C(L)803 C8100237 EQUIPMENT DETAILS W a'a ■ 4C(L)804 C8100238 EQUIPMENT DETAILS ■ 4C(L)805 C8100239 MOTOR CONTROL PANEL SCHEMATIC LANDSCAPE DRAWINGS BY BRUCE DEES & ASSOCIATES, INC. v ■ 4C(L)806 C9100240 POND DETAILS PAGE 1 - - - - - E - 4C(L)807 C9100241 POND DETAILS PAGE 2 LG1 COVER SHEET ; _ 4C(L)808 C9100242 POND DETAILS PAGE 3 LG2 DRAWING INDEX SHEET 4C(L)809 C9100243 POND DETAILS PAGE 4 LC700 LANDSCAPE LAYOUT & MTL'S COMPOSITE SITE PLAN ` `° v LC17 LANDSCAPE LAYOUT & MTL'S PLAN GRID 17 -- -- -- -- - -- - -__ _._.- - - - - -- - -- - -- -- - - - -- -- a� - LC22 LANDSCAPE LAYOUT & MTL'S PLAN GRID 22 LC23 LANDSCAPE LAYOUT & MTL'S PLAN GRID 23 LC27 LANDSCAPE LAYOUT & MTL'S PLAN GRID 27 3 LC28 LANDSCAPE LAYOUT & MTL'S PLAN GRID 28 �o c LC32 LANDSCAPE LAYOUT & MTC'S PLAN GRID 32 95 ° LC37 LANDSCAPE LAYOUT & MTL'S PLAN GRID 37 LC500 LAYOUT AND MATERIALS DETAILS _ STORM DRAINAGE DRAWINGS IRRIGATION MAIN DRAWINGS LP502 GRADING CROSS SECTIONS ■ 1C (D) X5100033 STORM DRAINAGE - SITE PLAN LP503 GRADING CROSS SECTIONS 3 =_ • !C (D) 22 C5100097 STORM DRAINAGE PLAN - GRID 22 • 4L( X5100036 IRRIGATION MAIN - SITE PLAN LW100 LANDSCAPE IRRIGATION COMPOSITE SITE PLAN -- - - - - - o _as ■ IC (D) 23 C5100098 STORM DRAINAGE PLAN - GRID 23 • 4L (M) 12 L5100370 IRRIGATION MAIN PLAN - GRID 12 LWi7 LANDSCAPE IRRIGATION PLAN - GRID 17 N ■ IC (D) 27 C5100103 STORM DRAINAGE PLAN - GRID 27 ■ 4L (M) 17 L5100375 IRRIGATION MAIN PLAN - GRID 17 LW22 LANDSCAPE IRRIGATION PLAN -GRID 22 a - ■ 1C (D) 28 C5100104 STORM DRAINAGE PLAN - GRID 28 ■ 4L (M) 22 L5100381 IRRIGATION MAIN PLAN - GRID 22 LW23 LANDSCAPE IRRIGATION PLAN - GRID 23 ■ IC (D) 30 C5100106 STORM DRAINAGE PLAN - GRID 30 • 4L (M) 23 L5100382 IRRIGATION MAIN PLAN - GRID 23 LW27 LANDSCAPE IRRIGATION PLAN - GRID 27 ■ IC (D) 32 C51001081 STORM DRAINAGE PLAN - GRID 32 • 4L (M) 27 L5100387 IRRIGATION MAIN PLAN - GRID 27 LW28 LANDSCAPE IRRIGATION PLAN - GRID 28 _ • 1C (D) 33 C5100109 STORM DRAINAGE PLAN - GRID 33 • 4L (M) 28 L5100388 IRRIGATION MAIN PLAN - GRID 28 LW32 LANDSCAPE IRRIGATION PLAN - GRID 32 ■ 1C (D) 34 C5100110 STORM DRAINAGE PLAN - GRID 34 • 4L (M) 32 L5100392 IRRIGATION MAIN PLAN - GRID 32 LW37 LANDSCAPE IRRIGATION PLAN - GRID 37 U a ■ 1C (D) 35 C5100111 STORM DRAINAGE PLAN - GRID 35 ! 4L (M) 37 L5100397 IRRIGATION MAIN PLAN - GRID 37 LW500 LANDSCAPE IRRIGATION DETAILS • 1C (D) 37 C5100113 STORM DRAINAGE PLAN - GRID 37 • 4L (M) 600 L9100317 IRRIGATION MAIN PROFILE - SHEET 1 LW501 LANDSCAPE IRRIGATION DETAILS & NOTES 3 eY y e' `� ■ IC (D) 38 C5100114 STORM DRAINAGE PLAN -GRID 38 ■ 4L (M) 601 L9100318 IRRIGATION MAIN PROFILE - SHEET 2 LP1OO LANDSCAPE PLANTING COMPOSITE SITE PLAN ■ IC (D) 39 C5100115 STORM DRAINAGE PLAN - GRID 39 • 4L (M) 602 L9100319 IRRIGATION MAIN PROFILE - SHEET 3 LP17 LANDSCAPE PLANTING PLAN -GRID 17 • 1C (D) 40 C5100116 STORM DRAINAGE PLAN - GRID 40 ■ 4L (M) 603 L9100320 IRRIGATION MAIN PROFILE - SHEET 4 LP22 LANDSCAPE PLANTING PLAN - GRID 22 a ■ IC (D) 44 C5100126 STORM DRAINAGE PLAN - GRID 44 ■ 4L (M) 800 L8100316 IRRIGATION DETAILS - SHEET 1 LP23 LANDSCAPE PLANTING PLAN - GRID 23 Q ■ IC (D) 45 C5100121 STORM DRAINAGE PLAN - GRID 45 • 4L (M) 801 L8100315 IRRIGATION DETAILS - SHEET 2 LP27 LANDSCAPE PLANTING PLAN - GRID 27 _ o w F ■ 1C(D)600 C9100178 STORM DRAINAGE PROFILES - SHEET i LP28 LANDSCAPE PLANTING PLAN - GRID 28 ■ IC(D)601 C9100179 STORM DRAINAGE PROFILE - SHEET 2 LP32 _ LANDSCAPE PLANTING PLAN -GRID 32 o ■ IC(D)800 C8100177 STORM DRAINAGE DETAILS - SHEET 1 LP37 LANDSCAPE PLANTING PLAN -GRID 37 ■ 1C(D)801 C8100185 STORM DRAINAGE DETAILS - SHEET 2 LP500 LANDSCAPE DETAILS 3 m • 1S(D)800 58100190 STORM DRAINAGE VAULT - PLAN & SECTIONS LP501 LANDSCAPE DETAILS _ — ■ 1S(D)801 S8100191 STORM DRAINAGE VAULT - SECTION & DETAILS LP502 LANDSCAPE DETAILS ■ IS(D)802 58100192 STORM DRAINAGE VAULT - DETAILS LP600 TEMPORARY WATERFOWL CONTROL PLAN ■ N/A C8200100 MODIFICATIONS TO EXIST WEIR 0 48" CULVERT _ O of ° o °u 1 1 T �C�S��pf W0.SHSC�Gj. RECORD DRAWING INFORMATION COMPILED o 32222 �o d FROM CONTRACTOR'S RECORDS. LICENSEES G` OR ® 'COMPLETENESS OFBCONTRACTOR'SRRECORDS. S /ONAL i4l 1 RECOMMENDED BY 1 ®v ® ® ®� ® ® ®® ® - ® r ® ® ® —w EXPIRES: 06/05/'02 i FOR APPROVAL BY i® RECORD D R P� iii I N G I -IBIS ii -YO -__® ® - ® ®® - m ® ®t9 ® ® ®0 ®� ® ®� ® ® ®® — o Z �wp-� j -� jSU ROLL # 167 OW s a W U 1 z� � o 1 a r� y V1 w 0 m I 5 OD ti a 0 0 04 N O O 0 M c� 0 3 O N N N i N O 0 0 ROLL # 167 M MAX MAINT MBH MCC MFR MH MAINT MHW MIN MJ MQN MPT METER MAXIMUM MAINTENANCE THOUSANDS OF BTUH MOTOR CONTROL CENTER MANUFACTURER MANHOLE MAINTENANCE MEAN HIGH WATER MINIMUM MECHANICAL JOINT MONUMENT MALE PIPE THREAD N NORTH N/A ABBREVIATIONS NC NORMALLY CLOSED N E NORTHEAST gU` NOT IN CONTRACT N L NIGHT LIGHT NO NORMALLY OPEN or NUMBER 0 NOT STEEPER THAN A AMPERES or COMPRESSED AIR EF EXHAUST FAN or EACH FACE VPI s e $ AC ASPHALT CONCRETE or AIR COMPRESSOR EFAP ELEVATOR FIRE ALARM PANEL PAVEMENT ACP ASPHALTIC CONCRETE PAVING EFFP EFFL'_!ENT PUMP PW PROCESS WATER WG ACSR ALUMINUM CONDUCTOR STEEL REINFORCED E G EMERGENCY GENERATOR WH WATER HEATER ADD'L ADDITIONAL E J EXPANSION JOINT WATER METER - ADT FIRE ALARM MONITORING SYSTEM (TRADE NAME) ELEC ELECTRICAL U AFF ABOVE FINISHED FLOOR FLEV(FL) ELEVATION AHD AHEAD EMCS ENERGY MANAGEMENT AND CONTROL SYSTEM R ccf (D a_ a AHU I Al A I C AIR HANDLING UNIT AREA INLET ASYMETRICAL INTERRUPT CURRENT EMH ENCL EOL ELECTRICAL MANHOLE ENCLOSURE END OF LINE DEVICE REINFORCED CONCRETE PIPE Z, U L AL ALUMINUM EOP EDGE OF PAVEMENT ,gg E w L0 AP ANGLE POINT or ACCESS PANEL EQUIP EQUIPMENT P. L� Z APPR APPROACH E S D EMERGENCY SHUTDOWN sa,;, O w Cj APX APPROXIMATE ET EXPANSION TANK o,p U) Q h- ARV AIR RELEASE VALVE EVC END OF VERTICAL CURVE - , w z AS AIR SEPARATOR E W EACH WAY ASP or ASPH ASPHALT EWC ELECTRIC WATER COOLER v Q 0:f ATS AUTOMATIC TRANSFER SWITCH EEW EMERGENCY EYE WASH ' o 222 0 CC m ATU AIR TERMINAL UNIT EPO EMERGENCY POWER OFF RT z w m AWG AMERICAN WIRE GAUGE EWT ENTERING WATER TEMPERATURE RWL 0 Q Q 0 AT EX EXISTING 3: `FOR APPROVAL BY :Y ; 'RECORD ®R A WIN C EXP EXPANSION OR EXPLOSION PROOF 0 U Z t® Alto°°° B BEND or BOILER EXT FIRE EXTINGUISHER L w B C BOLT CIRCLE EXT S P EXTERNAL STATIC PRESSURE no p < BDD BACK DRAFT DAMPER L m tr BEG BEGIN F FIRE WATER OR FUSE ® ZD BF BLIND FLANGE FAP FIRE ALARM PANEL 015 N BFAP BUILDING FIRE ALARM PANEL FCO FLOOR CLEANOUT BFF BELOW FINISHED FLOOR FD FLOOR DRAIN BFV BUTTERFLY VALVE FF FINISHED FLOOR BH BHP BOX HYDRANT BRAKE HORSEPOWER FFD FH FUNNEL FLOOR DRAIN FIRE HYDRANT BK BACK FL FLOW or FLANGE a� BKR BREAKER FM FORCE MAIN y'= BLDG BUILDING FOB FLAT ON BOTTOM 0 0 8 E BLV BALANCING VALVE FOT FLAT ON TOP E- 3Q BNSS BOEING NETWORK SERVICES FPT FEMALE PIPE THREAD y BO BLOW OFF FT FOOT or FEET E— W �a BOF BOTTOM OF FOOTING o F DEGREE FAHRENHEIT 0 rno BOP BOTTOM OF PIPE `oE BOT BOTTOM G NATURAL GAS OR GROUND v BTUH BRITISH THERMAL UNITS /HOUR GA GAUGE }E BTW BETWEEN GAL GALLON N � BV BALL VALVE GALV GALVANIZED BVC BEGIN VERTICAL CURVE GCO GRADE CLEANOUT a x BY GFI GROUND FAULT INTERRUPTER GND GROUND C CONDUIT or CHANNEL GPH GALLONS PER HOUR CC CENTER TO CENTER GPM GALLONS PER MINUTE CAB CABINET GIRT GRATE CB CATCH BASIN GV GATE VALVE o CCP CAST IN PLACE CONCRETE PAVING CFM CUBIC FEET PER MINUTE HB HOSE BIBB or HORIZONTAL BEND s C FT CUBIC FEET HC HANDICAPPED PARKING STALL OR HEATING COIL CH CHAMBER or CHILLER HD HEAD CHM CHEMICAL FEEDER HEX HEXAGONAL CH -OP CHAIN OPERATED HH HANDHOLE CHWP C I CHILLED WATER PUMP CAST IRON HID HOA HIGH INTENSITY DISCHARGE HAND - OFF -AUTO SELECTOR SWITCH a C J CONTROL JOINT HP HORSEPOWER OR HIGH POINT CKV CHECK VALVE HPF HIGH POWER FACTOR CKT CIRCUIT HPS HIGH PRESSURE SODUIM CMP CORRUGATED METAL PIPE HTR HEATER CO. COMPANY HU HUMIDIFIER CO CLEANOUT HW DOMESTIC HOT WATER a C 0 CONDUIT ONLY HWCP DOMESTIC HOT WATER CIRCULATING PUMP CO2P FIRE AND CO2 CONTROL PANEL HWP HEATING WATER PUMP 3 COMM COMMUNICATIONS DUCT BANK HV HEATING & VENTILATION UNIT COMP COMPACT PARKING STALL CONC CONCRETE ID INSIDE DIAMETER CONN CONNECTION IF INVERT ELEVATION a CONT CONTINUOUS IG ISOLATED GROUND a CP CONCRETE PIPE or CAR POOL IN. INCH CR CROSS INSTR INSTRUMENT o o t CRU COMPUTER ROOM AIR CONDITIONING UNIT IPS IRON PIPE SIZE 0 ° 0 CSBC CRUSHED SURFACING BASE COURSE IRR IRRIGATION WATER CT COOLING TOWER m CTWP COOLING TOWER WATER PUMP J JUNCTION z Cu COPPER JT JOINT CULV CULVERT CW CONCRETE WALK or DOMESTIC COLD WATER KCMIL THOUSAND CIRCULAR MILS CL CENTER LINE KV KILOVOLTS DB DRY BULB TEMPERATURE KVA KILOVOLT -AMP DC DIRECT CURRENT or DRY COOLER KW KILOWATT DDC DIRECT DIGITAL CONTROL DDCVA DOUBLE DETECTOR CHECK VALVE ASSEMBLY L LENGTH OF CURVE D I DUCTILE IRON LAT LEAVING AIR TEMPERATURE OR LATITUDE zo DIA DIAMETER LAV LAVATORY N DIP DUCTILE IRON PIPE LF LINEAL FEET DSTR DISTRIBUTION LN LANE cr DN DOWN LONG. LONGITUDE DS DISCONNECT SWITCH LP LOW POINT DWG DRAWING LT LEFT or LIGHT z DWY DRIVEWAY LTG LIGHTING do DITTO LUM LUMENS o A DELTA -- INTERIOR ANGLE OF THE CURVE LWT LEAVING WATER TEMPERATURE o E EAST or UNDERGROUND ELECTRICAL CONDUIT EA EACH o E.A.T. ENTERING AIR TEMPERATURE SW e ° EC ELEVATOR CONTROLLER ROLL # 167 M MAX MAINT MBH MCC MFR MH MAINT MHW MIN MJ MQN MPT METER MAXIMUM MAINTENANCE THOUSANDS OF BTUH MOTOR CONTROL CENTER MANUFACTURER MANHOLE MAINTENANCE MEAN HIGH WATER MINIMUM MECHANICAL JOINT MONUMENT MALE PIPE THREAD N NORTH N/A NOT APPLICABLE NC NORMALLY CLOSED N E NORTHEAST NIC NOT IN CONTRACT N L NIGHT LIGHT NO NORMALLY OPEN or NUMBER NST NOT STEEPER THAN NTS NOT TO SCALE N W NORTHWEST 0 C ON CENTER OCC OPERATOR CONTROL CONSOLE OCS OPERATOR CONTROL SYSTEM 0 D OUTSIDE DIAMETER 0 F OVERFLOW OFD OVERFLOW DRAIN CHIP OVERHEAD POWER OHT OVERHEAD TELEPHONE ORL OVERFLOW RAIN LEADER P PUMP PC POINT OF CURVE or PRECAST PCC PORTLAND CONCRETE CEMENT OR POINT ON CURVE PD PRESSURE DROP PERF PERFORATED PF POWER FACTOR PI POINT OF INTERSECTION OR PRESSURE INDICATOR PIV POST INDICATOR VALVE PH PHASE PL PLATE or PROPERTY LINE PLC PROGRAMMABLE LOGIC CONTROLLER PLC'S PLACES PNL PANEL POC POINT ON CURVE OR POINT OF CONNECTION POT POINT ON TANGENCY POLY POLYETHYLENE PR PAIR PRI PRIMARY PRV PRESSURE REGULATING VALVE S SOUTH SAN SANITARY SCW SEMI CIRCULAR WASH FOUNTAIN S/C SHORT CIRCUIT SD STORM DRAIN, SUPPLY DIFFUSER OR SMOKE DAMPER SDMH STORM DRAIN MANHOLE SDS SMOKE DETECTION SENSORS S E SOUTHEAST SEC SECONDARY or SECTION SF SUPPLY FAN SH SHOWER OR SHIELDED SHLD SHIELDED or SHOULDER SHT SHEET SIM SIMILAR SL SLEEVE SOC SOCKET SPCS SPACES SPEC SPECIFICATION SPOT SPOT ELEVATION SQ SQUARE SS SANITARY SEWER or STAINLESS STEEL SS SANITARY SEWER or STAINLESS STEEL SSMH SANITARY SEWER MANHOLE S S or SUB SUBSTATION STD STANDARD or STANDARD PARKING STALL STA STATION STIR STRANDED SW SWITCH S W SOUTHWEST S/W SIDEWALK SWBD SWITCHBOARD SWGR SWITCHGEAR SYM SYMMETRICAL T TOWNSHIP TAN TANGENT TCD TELEPHONE CONDUIT TCB TELEPHONE CABLE BURIED TO TREE DRAIN OR TELEPHONE DUCT TEL TELEPHONE TESC TEMPORARY EROSION /SEDIMENTATION CONTROL TGRT TOP OF GRATE THK THICK THR TOTAL HEAT OF REJECTION THRU THROUGH TI TEMPERATURE INDICATOR TOC TOP OF CURB or TOP OF CONCRETE TOF TOP OF FOOTING TOW TOP OF WALL TP TRAP PRIMER TVCB TELEVISION CABLE TW TWISTED TX TRANSFORMER TYP TYPICAL XFMR TRANSFORMER U UTILIDOR UG UNDERGROUND UH UNIT HEATER LINK UNKNOWN UNO UNLESS NOTED OTHERWISE UR URINAL V VOLTS or VENT VB VERTICAL BEND VC VERTICAL CURVE VCU VOLUME CONTROL UNIT VPI VERTICAL POINT OF INTERSECTION VTR VENT THRU ROOF PSI POUNDS PER SQUARE INCH W WEST or DOMESTIC WATER and /or FIRE WATER MAIN or WATT PSP & L PUGET SOUND POWER & LIGHT W/ WITH PSV PRESSURE RELIEF /SAFETY VALVE W/O WITHOUT PT POINT OF TANGENCY WB WET BULB TEMPERATURE PVC POLYVINYL CHLORIDE WC WATER CLOSET PVMNT PAVEMENT WF WASH FOUNTAIN S-40 PW PROCESS WATER WG WATER GAUGE PWR POWER WH WATER HEATER 0 PHASE (ELECTRICAL) or DIAMETER (PIPING) WM WATER METER WMH WATER MANHOLE WP WEATHER PROOF ENCLOSURE or WORKPOINT R RADIUS or RANGE or RISER W.S. WATER SURFACE RCP REINFORCED CONCRETE PIPE WSP WET STAND PIPE RD ROOF DRAIN WV WATER VALVE REINF REINFORCEMENT or REINFORCING WWF WELDED WIRE FABRIC RECEPT RECEPTACLE Y WYE RED REDUCER YB YARD BASIN REF REQ'D RF REFERENCE REQUIRED RETURN FAN Imo\ I I I 0 E� J. SC RGS RIGID GALVANIZED STEEL RJ RESTRAINED JOINT h� ROW RPM RIGHT OF WAY REVOLUTIONS PER MINUTE RECORD DRAWING INFORMATION COMPILED FROM CONTRACTOR'S RECORDS. LICENSEE ' o 222 RR RR RAILROAD IS NOT RESPONSIBLE FOR ACCURACY" OR s /ANAL RT RIGHT a t. ®° ° ° ° ° ®° ®° f ° ° ®° ° ® COMPLETENESS OF CONTRACTOR'S RECORDS. Z�31 RWL RAINWATER LEADER BY RECOMMENDED ; ° ° ®' EXPIRES: 06/05/'02 `FOR APPROVAL BY :Y ; 'RECORD ®R A WIN C -------- t® Alto°°° °°°°ta° °,rats ° °t°► F7T Iflum V / z N S] :7 4 z� 3° U r � v U `L m I] x WATER & IRRIGATION EXISTING rn ,o Fa a SHEET PILING n €U LEGEND CURB & GUTTER LINE PROPERTY LINE EASEMENT LINE 3 a COORDINATE NOTES: WC/) RIGHT OF WAY LINE SEWERAGE & DRAINAGE � r, �C WATERMAIN < 18" DIA - -- $- W - -- aE 1. ALL COORDINATES SHOWN & REFER- - E w O+N F- CONSTRUCTION CENTER LINE INLET a6 CURB RAMP a 5 ° a z LL z TESC SUBCATCHMENT AREA BOUNDARY o ACTUAL STATE PLANE COORDINATES: Z LLJ U ~ 6 "SL m a < X8°0 9 w j CLEARING LIMIT FENCE R w o o DRAIN PIPE Q;m O CHAIN LINK FENCE STORM _ 12" DIA �� N Q (J) FILTER FABRIC /SURVEY FLAGGING >N w Z y SANITARY SEWER PIPE < 12" DIA N 73,400 E 53,000 °mtl UQ N UTILITY REMOVAL TREE DRAIN (DECIDUOUS) O Q m TREE (CONIFER) < M --►�— 6 0 Z w (/) BRUSH REDUCER 8-W - -4:'W 8 %48 %4 v QZwU w J p < WETLAND BOUNDARY DEADMAN BLOCK LJ ®U U WETLAND BUFFER s> Ln PROPOSED IA 0 COMMUNICATION /ELECTRICAL DUCTBANK G--- FREE WATER SURFACE 8 OJ c� 0 00 0 0 0 c� C7 3 0 i N 0 0 0 a° 0 0 WATER & IRRIGATION EXISTING F+OM SHEET PILING L E 0 3 a COORDINATE NOTES: A,R RELEASE VALVE E-+ w �a a SEWERAGE & DRAINAGE � r, �C WATERMAIN < 18" DIA - -- $- W - -- aE 1. ALL COORDINATES SHOWN & REFER- - E w O+N a .y C c i0 ]1 ` p� O y INLET a6 CURB RAMP a 5 ° a z —� _ CATCH BASIN TYPE II o ACTUAL STATE PLANE COORDINATES: TRAFFIC OR PARKING SIGN UTILITY POLE EXISTING r v- I'YYY1 i I 7 LIMITS OF ASPHALT CONCRETE PAVING, LIGHT SECTION LIMITS OF ASPHALT CONCRETE PAVING, HEAVY SECTION FLOW ARROWS _ U) WATER & IRRIGATION EXISTING ,ap SHEET PILING V) 'g� COORDINATE NOTES: A,R RELEASE VALVE SEWERAGE & DRAINAGE WATERMAIN < 18" DIA - -- $- W - -- 8 W 1. ALL COORDINATES SHOWN & REFER- - MANHOLE (ECCENTRIC) a 24"W INLET d U i U N 7 p a CATCH BASIN TYPE I / TYPE IP BEEN TRUNCATED AS NOTED BELOW; —� _ CATCH BASIN TYPE II 8" IRR ACTUAL STATE PLANE COORDINATES: 6 "SL m a < STORM DRAIN PIPE < 12" DIA IRRIGATION SLEEVE o BEND --- ---�_, o o DRAIN PIPE —XX XX- 0 STORM _ 12" DIA CROSS - - -- - - -- X X— r m SANITARY SEWER PIPE < 12" DIA N 73,400 E 53,000 XX —II XX PLUG - OR --4 TREE DRAIN (DECIDUOUS) RAIN WATER LEADER 0 N SECTION LETTER X REFERENCE TO SECTIONS xx SHEET SECTION DRAWN ON o SHEET SECTION TAKEN FROM 0 m 0 swp- a� -s7ro EXISTING 0 , E-1 - -- 8 "SD - -- 18_S -D, 8 "SS PROPOSED WATER & IRRIGATION EXISTING PROPOSED 1� COORDINATE NOTES: A,R RELEASE VALVE WATERMAIN < 18" DIA - -- $- W - -- 8 W 1. ALL COORDINATES SHOWN & REFER- - 24" W 24"W ENCED ON THESE DRAWINGS HAVE WATERMAIN > 18" DIA _-- -_ - - -_ I BEEN TRUNCATED AS NOTED BELOW; —� _ IRRIGATION WATER -----8" - -8" IRR - - 8" IRR ACTUAL STATE PLANE COORDINATES: 6 "SL IRRIGATION SLEEVE N 173,400 E 1,653,000 BEND --- ---�_, � —XX XX- AS SHOWN ON PLANS: CROSS - - -- - - -- X X— TEE - - -- - - -- — N 73,400 E 53,000 XX —II XX PLUG - OR --4 S FH (DECIDUOUS) FIRE HYDRANT (CONIFER) WATER VALVE - - - J - --►�— WATER VALVE W/ VAULT REDUCER 8-W - -4:'W 8 %48 %4 THRUST BLOCK_ DEADMAN BLOCK LJ V GAS, TELEPHONE, POWER EXISTING PROPOSED ^^' COMMUNICATION /ELECTRICAL DUCTBANK G--- 4" G — GAS MAIN -4" - \ OVERHEAD POWER - - -OHP - - - OVERHEAD TELEPHONE - - - OHT- - - - OHP OHT UNDERGROUND ELECTRICAL CONDUIT --- E - - - E LIGHT AND POLE — SP— SP —SP— ELECTRICAL /LIGHTING J J O JUNCTION BOX PROPOSED O DATUM • VERTICAL DATUM: LOCAL ® CONVERSION FACTOR = +3.21' NAVD 88 (CITY OF RENTON) ® THE VERTICAL CONTROL MONUMENTS ARE THE FOLLOWING: 2 2A 7" O TBM 2106 1,; FOUND A 2" FLAT BRASS DISC WITH A PUNCH MARK ON A 4" X 4" CONCRETE 8 "SD POST MONUMENT DOWN 0.6' IN A MONUMENT CASE AT THE CONSTRUCTED INTERSECTION OF S.W. GRADY WAY & OAKESDALE AVENUE S.W.. 1�8"SD ELEVATION = 20.62 NAVD 88, U.S. FOOT. TBM 1881 SET 3 1/2" BRASS DISK STAMPED "CITY OF RENTON BM" IN THE TOP OF THE EAST 8 "SS END OF THE CONCRETE RAILING ON THE NORTH SIDE OF THE S.W. 16TH STREET BRIDGE OVER THE P -1 CHANNEL. BRIDGE IS LOCATED JUST WEST OF THE INTERSECTION OF S.W. 16TH STREET AND OAKESDALE AVENUE S.W.. 6 "TD ELEVATION = 24.16 NAVD 88, U.S. FOOT. 8 "RWL TBM 1914 FOUND A STANDARD COAST & GEODETIC SURVEY (CGS) BENCH MARK BRASS DISC, WITH Nn KNOWN NATIONAL GEODETIC SURVEY ARCHIVE NUMBER, STAMPED "SS249 RESET 1984 ", SEl IN THE TOP OF THE N10ST NORTHWESTERLY CONCRETE FOUNDATION OF A STEEL TRANSMISSION TOWER NEAR THE NORTHWEST CORNER OF LONGACRES RACE TRACK, APPROXIMATELY 90' SOUTHERLY OF THE SOUTHERLY EDGE OF PAVING OF THE EASTBOUND LANES OF 1 -405 AND APPROXIMATELY 75' EASTERLY OF THE EASTERLY RAILROAD TRACKS. DETAIL NUMBER ELEVATION = 22.30 NAVD 88, U.S. FOOT. x x REFERENCE TO DETAILS HORIZONTAL DATUM: BOEING LONGACRES SITE DATUM _ SHEET DETAIL DRAWN ON 2 SHEET DETAIL TAKEN FROM RECORD DRAWING INFORMATION COMPILED FROM CONTRACTOR'S RECORDS. LICENSEE sIONAL � .v- -- ------- - --- -- ® IS NOT RESPONSIBLE FOR ACCURACY OR 713-4. f BY 1 COMPLETENESS OF CONTRACTOR'S RECORDS. EXPIRES: 061051'02 A S B U (RECOMMENDED ® "— ®- ®e- _ ® ® ® - ®e mm--� LT. FOR APPROVAL ev J E RECORD DRAWING j --- -- - - -� -- not -- --- Anse-- --- ---- --st- �I i SCANNED UCT 4 2000 I ROLL # 167 V V I a �z z`g Q � a a c I� w U a !� c �N V1 z 0 M 5 0 m oo N O Y 06 0 0 F,-. � WT ISM c Q E_ Z w a °- a' o �E a� d ,k ,, E oy a6 1 1 9 e ° s 0 ~g U a r $1 U U 3 oY Y a_ a a 0 w 0 0 0 0 } z m o r� 0 O z 11) o C Ln / w L] Of / o z N N ; N N o 0 O o 0 o ELECTRICAL SYMBOLS x(x CLAMPED FENCE CONNECTION 0 GROUND ROD - G -�-- GROUND WIRE WITH EXOTHERMIC WELD CONNECTION —G— GROUND WIRE (SIZE AS NOTED) ® SWITCHBOARD OR DISTRIBUTION PANELBOARD, 277/480V C�w POWER PANEL, 120/208V o SPECIAL PANEL OR ENCLOSURE AS NOTED 0, NP MOTOR 120V (SIZE AS NOTED) 1 PHASE �5 NP MOTOR 480V OR HIGHER (SIZE AS NOTED) 3 PHASE MOTOR STARTER, MAGNETIC WITH MOTOR CIRCUIT PROTECTOR ® ENERGY MANAGEMENT CONTROL SYSTEM PANEL E' MOTOR STARTER, MAGNETIC WITH FUSED DISCONNECT SWITCH, 30/20 SWITCH RATING= 30A/20A= FUSE SIZE of DISCONNECT SWITCH (UNFUSED) SWITCH RATING 30A ©, DISCONNECT SWITCH (FUSED) SWITCH RATING 30A /30A FUSE 30/30 RATING Je JUNCTION BOX, SPECIAL (SIZE NOTED. "WP "=WEATHERPROOF) ® PULL BOX (SIZE NOTED, "WP "= WEATHERPROOF) PE PHOTO- ELECTRIC CONTROLLER $n FLOAT SWITCH -%/I- RESISTOR RELAY COIL 0 THERMOSTAT QQ SOLENOID VALVE o PUSH BUTTON STATION (TYPE AS NOTED) O1 FEEDER SCHEDULE DESIGNATION (CABLE SCHEDULE DESIGNATOR) �- MEDIUM VOLTAGE CABLE TERMINATION, STRESS CONE -� FUSE TRANSFORMER (CAPACITY, PHASE AND VOLTAGE NOTED) TRANSFORMER rYYY l POTENTIAL TRANSFORMER WITH PRIMARY FUSE — CURRENT TRANSFORMER RATIO AS NOTED ��- CIRCUIT BREAKER, MEDIUM VOLTAGE, FIXED CIRCUIT BREAKER, MEDIUM VOLTAGE DRAW OUT TYPE EQUIPMENT (AIR CIRCUIT BREAKER) DRAW OUT POWER FUSE -�- CIRCUIT BREAKER MOLDED CASE, LOW VOLTAGE CIRCUIT BREAKER, LOW VOLTAGE DRAW OUT TYPE CIRCUIT BREAKER WITH SHUNT TRIP DEVICE -EE:I- VOLTMETER SWITCH - �- AMMETER SWITCH Ts TEST SWITCH NON -FUSED DISCONNECT SWITCH FUSED DISCONNECT SWITCH GANGED SWITCH, DISCONNECT -✓ SWITCH, TOGGLE (MOMENTARY CONTACT) 'NO a I c SWITCH, PUSH BUTTON, MOMENTARY CONTACT jwoo -2' -apre SWITI_H, PUSH BUTTON, :' OUTLE CIRCUIT, MOMENTARY CONTACT ECC�r AUTOMATIC TRANSFER SWITCH - CIRCUIT BREAKER TYPE o1oNC SWITCH, PUSH BUTTON, MUSHROOM HEAD, MOMENTARY CONTACT _o HAND -OFF- AUTOMATIC SELECTOR SWITCH SWITCH, TEMPERATURE OPERATED NORMALLY OPEN -i I— CONTACT - CONTACT - OVERLOAD, (MOTOR STARTER) —I o CONTACT (RELAY SWITCH, MOTOR OPERATED TIMER, MOTOR STARTER, ETC.) (CR -1 DESIGNATES CONTACT TO BE WITH - -v CONTROL RELAY NO. 1). USE T FOR TIMER, M1 FOR MOTOR STARTER NO. 1, ETC. `R COIL (RELAY, TIMER, MOTOR STARTER, ETC.) (CR -1 DESIGNATES CONTROL RELAY NO. 1) USE T FOR TIMER, M1 FOR MOTOR STARTER NO. 1, D FOR DELAY, ETC. RELAY /ANSI STANDARD NUMBER FOR FUNCTION (NOTED LETTER IDENTIFIES SPECIFIC RELAY) -O I— CAPACITOR O METER (TYPE AS NOTED) A - AMMETER KW - KILOWATT METER KWH - KILOWATT HOUR METER PF - POWER FACTOR METER V - VOLTMETER VAR. - VAR METER FR - FREQUENCY ® KEY INTERLOCK BATTERY —iI Li-1 GROUND CONNECTION ,z3a TERMINAL BLOCK (4 TERMINALS) Y ( INDICATOR LIGHT (RED) R =RED, A= AMBER, �� G= GREEN, B =BLUE WIRE CROSSING, NOT SPLICED WIRE SPLICED TR TRANSFORMER RELAY PIGTAIL CONNECTION EQUIPMENT IDENTIFIER '�77 X = NAME, Y = HP, KW, OR KVA A 1 IDENTIFIES LUMINAIRE TYPE & WATTAGE (A =TYPE, 100 = WATTAGE) rJ� WALL MOUNTED LUMINAIRE (TYPE AND WATTAGE AS NOTED) HIGH INTENSITY DISCHARGE LUMINAIRE (TYPE AND WATTAGE AS NOTED) 0-0 ROADWAY /PARKING CUTOFF LUMINAIRE (TYPE AND WATTAGE AS NOTED) 01 EXIT LUMINAIRE, CEILING MOUNTED, DIRECTION OF EGRESS NOTED 101 EXIT LUMINAIRE, WALL MOUNTED, DIRECTION OF EGRESS NOTED C} CEILING MOUNTED LUMINAIRE (TYPE AND 'WATTAGE AS NOTED) 1 LAMP FLUORESCENT LUMINAIRE (TYPE AS NOTED TO SCALE) E� 2 LAMP FLUORESCENT LUMINAIRE (TYPE AS NOTED TO SCALE) NIGHT LIGHT ON EMERGENCY SYSTEM (TYPE AS NOTED TO SCALE) ® EXAMPLE OF A CONTINUOUS ROW OF LUMINAIRES. LINEAR FLUORESCENT SUSPENDED FROM CEILING (TYPE AS NOTED AND TO SCALE) BATTERYPACK EMERGENCY EGRESS LIGHTS O JUNCTION BOX, FIELD SIZED FLEXIBLE METAL OR LIQUIDTIGHT FLEXIBLE METAL CONDUIT AS NOTED 3/4 " #10 G HOME RUN - PANEL /CIRCUIT (IE. A /2a =PANEL A AND A /2a,4b,6a CIRCUIT 2a) SLASH MARKS INDICATE QUANTITY OF CONDUCTORS (SIZE NOTED). LONGER SLASH INDICATES NEUTRAL WIRE (IF REO'D). REVERSED SLASH INDICATES GROUND WIRE. ■ HH ---- HANDHOLE CONDUIT, UNDERGROUND, DIRECT BURIED. X FIRE SEAL THROUGH THE WALL CONDUITS & CONDUCTORS GENERAL NOTES: i. EXISTING UTILITY AND OTHER SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS NOT GUARANTEED TO BE ACCURATE OR COMPLETE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ANY SUBSURFACE OBJECTS THAT MAY CONFLICT WITH ANY CONSTRUCTION. ?. THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL. CIRCUITS 600 VOLTS OR LESS: 120/220 277/480 "A." PHASE (LEFT BUS IN PANEL BLACK BROWN "B" PHASE ( CENTER BUS IN PANEL) RED ORANGE "C" PHASE (RIGHT BUS IN PANEL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN GREEN ISOLATED GROUND GREEN W/ YELLOW TRACER 3. THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE CBSERVED ON ALL MEDIUM VOLTAGE SYSTEMS: MEDIUM VOLTAGE "A" PHASE (LEFT BUS IN PANEL 1 STRIPE OF VIOLET TAPE "B" PHASE ( CENTER BUS IN PANEL) 2 STRIPES OF VIOLET TAPE "C" PHASE (RIGHT BUS IN PANEL) 3 STRIPES OF VIOLET TAPE 4. DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC. WITH CIRCUIT IDENTIFICATION. X FIRE SEAL THROUGH THE WALL WIREWAY & CONDUCTORS CONDUIT TURNING DOWN O CONDUIT TURNING UP I CONDUIT TERMINATED ABOVE CEILING CONDUIT EXPOSED (RIGID METAL IMC, EMT OR AS NOTED) - - — CONCEALED CONDUIT (UNDERGROUND, UNDER FLOOR, IN 'WALL OR IN CEILING) —T TELEPHONE —FA FIRE ALARM CIRCUIT (ADT) Kul DUPLEX RECEPTACLE, 120V, 20. TYPICAL (WP= WEATHER PROOF, GFI= GROUND FAULT INTERRUPTER) K�-� DUPLEX RECEPTACLE, 120V, 15A. CIRCUIT 3a k�0m DEDICATED RECEPTACLE ON DEDICATED CIRCUIT (SPECIAL RECEPTACLES TO BE NOTED AS TO MFG. & CATALOG NUMBER) [0-2o SINGLE TWISTLOCK RECEPTACLE 120V, 20A k FOURPLEX RECEPTACLE, 120V, 20A 20 SINGLE PHASE 208V RECEPTACLE (TYPE AS NOTED) f� THREE PHASE RECEPTACLE (TYPE AS NOTED) C® THREE PHASE RECEPTACLE (TYPE AS NOTED) :a DUPLEX RECEPTACLE IN FLOOR Z TELEPHONE OUTLET Cl� TELEPHONE OUTLET IN FLOOR Oa HORN D MANUAL FIRE ALARM PULL STATION Qs SMOKE DETECTION HEAD Aft �H HEAT DETECTOR -RATE OF RISE D-275402in-W E7 BUZZER COMPUTER WALL OUTLET $ SINGLE POLE TOGGLE SWITCH $3 THREE -WAY TOGGLE SWITCH ■ MAGNETIC DOOR RELEASE CONDUIT W/ SEAL FITTING (HAZARDOUS AREAS) © MOTOR CONTROL CENTER fi:®__mmm AS BUILT ®RECOMMENDED BY FOR APPROVAL BY s - ---- ------ - - - - -® ROLL # 167 FR! 24 N RECORD DRAWING INFORMATION COMPILED V 2S22 FROM CONTRACTOR'S RECORDS. LICENSEE IS NOT RESPONSIBLE FOR ACCURACY OR S /ONAL COMPLETENESS OF CONTRACTOR'S RECORDS. 3io° 0- ----- ---- -- - -- - -® EXPIRES: 06/05/'02 RECORDS DRAWING j a�- -- -- -- ---- - ----r �� !m' - r, SCANNED aCT 4 ZW i m, I' U " Qa, 0- a Z w J = 08 U z vrn °m w w U =5 0 J n r3� =' nQ m OLp � Q em�Qz cn 0 2! OJ < J U IL 4 — Q L CD it J W 10 > N w U V V I a �z z`g Q � a a c I� w U a !� c �N V1 z 0 M 5 0 m oo N O Y 06 0 0 F,-. � WT ISM c Q E_ Z w a °- a' o �E a� d ,k ,, E oy a6 1 1 9 e ° s 0 ~g U a r $1 U U 3 oY Y a_ a a 0 w 0 0 0 0 } z m o r� 0 O z 11) o C Ln / w L] Of / o z N N ; N N o 0 O o 0 o ELECTRICAL SYMBOLS x(x CLAMPED FENCE CONNECTION 0 GROUND ROD - G -�-- GROUND WIRE WITH EXOTHERMIC WELD CONNECTION —G— GROUND WIRE (SIZE AS NOTED) ® SWITCHBOARD OR DISTRIBUTION PANELBOARD, 277/480V C�w POWER PANEL, 120/208V o SPECIAL PANEL OR ENCLOSURE AS NOTED 0, NP MOTOR 120V (SIZE AS NOTED) 1 PHASE �5 NP MOTOR 480V OR HIGHER (SIZE AS NOTED) 3 PHASE MOTOR STARTER, MAGNETIC WITH MOTOR CIRCUIT PROTECTOR ® ENERGY MANAGEMENT CONTROL SYSTEM PANEL E' MOTOR STARTER, MAGNETIC WITH FUSED DISCONNECT SWITCH, 30/20 SWITCH RATING= 30A/20A= FUSE SIZE of DISCONNECT SWITCH (UNFUSED) SWITCH RATING 30A ©, DISCONNECT SWITCH (FUSED) SWITCH RATING 30A /30A FUSE 30/30 RATING Je JUNCTION BOX, SPECIAL (SIZE NOTED. "WP "=WEATHERPROOF) ® PULL BOX (SIZE NOTED, "WP "= WEATHERPROOF) PE PHOTO- ELECTRIC CONTROLLER $n FLOAT SWITCH -%/I- RESISTOR RELAY COIL 0 THERMOSTAT QQ SOLENOID VALVE o PUSH BUTTON STATION (TYPE AS NOTED) O1 FEEDER SCHEDULE DESIGNATION (CABLE SCHEDULE DESIGNATOR) �- MEDIUM VOLTAGE CABLE TERMINATION, STRESS CONE -� FUSE TRANSFORMER (CAPACITY, PHASE AND VOLTAGE NOTED) TRANSFORMER rYYY l POTENTIAL TRANSFORMER WITH PRIMARY FUSE — CURRENT TRANSFORMER RATIO AS NOTED ��- CIRCUIT BREAKER, MEDIUM VOLTAGE, FIXED CIRCUIT BREAKER, MEDIUM VOLTAGE DRAW OUT TYPE EQUIPMENT (AIR CIRCUIT BREAKER) DRAW OUT POWER FUSE -�- CIRCUIT BREAKER MOLDED CASE, LOW VOLTAGE CIRCUIT BREAKER, LOW VOLTAGE DRAW OUT TYPE CIRCUIT BREAKER WITH SHUNT TRIP DEVICE -EE:I- VOLTMETER SWITCH - �- AMMETER SWITCH Ts TEST SWITCH NON -FUSED DISCONNECT SWITCH FUSED DISCONNECT SWITCH GANGED SWITCH, DISCONNECT -✓ SWITCH, TOGGLE (MOMENTARY CONTACT) 'NO a I c SWITCH, PUSH BUTTON, MOMENTARY CONTACT jwoo -2' -apre SWITI_H, PUSH BUTTON, :' OUTLE CIRCUIT, MOMENTARY CONTACT ECC�r AUTOMATIC TRANSFER SWITCH - CIRCUIT BREAKER TYPE o1oNC SWITCH, PUSH BUTTON, MUSHROOM HEAD, MOMENTARY CONTACT _o HAND -OFF- AUTOMATIC SELECTOR SWITCH SWITCH, TEMPERATURE OPERATED NORMALLY OPEN -i I— CONTACT - CONTACT - OVERLOAD, (MOTOR STARTER) —I o CONTACT (RELAY SWITCH, MOTOR OPERATED TIMER, MOTOR STARTER, ETC.) (CR -1 DESIGNATES CONTACT TO BE WITH - -v CONTROL RELAY NO. 1). USE T FOR TIMER, M1 FOR MOTOR STARTER NO. 1, ETC. `R COIL (RELAY, TIMER, MOTOR STARTER, ETC.) (CR -1 DESIGNATES CONTROL RELAY NO. 1) USE T FOR TIMER, M1 FOR MOTOR STARTER NO. 1, D FOR DELAY, ETC. RELAY /ANSI STANDARD NUMBER FOR FUNCTION (NOTED LETTER IDENTIFIES SPECIFIC RELAY) -O I— CAPACITOR O METER (TYPE AS NOTED) A - AMMETER KW - KILOWATT METER KWH - KILOWATT HOUR METER PF - POWER FACTOR METER V - VOLTMETER VAR. - VAR METER FR - FREQUENCY ® KEY INTERLOCK BATTERY —iI Li-1 GROUND CONNECTION ,z3a TERMINAL BLOCK (4 TERMINALS) Y ( INDICATOR LIGHT (RED) R =RED, A= AMBER, �� G= GREEN, B =BLUE WIRE CROSSING, NOT SPLICED WIRE SPLICED TR TRANSFORMER RELAY PIGTAIL CONNECTION EQUIPMENT IDENTIFIER '�77 X = NAME, Y = HP, KW, OR KVA A 1 IDENTIFIES LUMINAIRE TYPE & WATTAGE (A =TYPE, 100 = WATTAGE) rJ� WALL MOUNTED LUMINAIRE (TYPE AND WATTAGE AS NOTED) HIGH INTENSITY DISCHARGE LUMINAIRE (TYPE AND WATTAGE AS NOTED) 0-0 ROADWAY /PARKING CUTOFF LUMINAIRE (TYPE AND WATTAGE AS NOTED) 01 EXIT LUMINAIRE, CEILING MOUNTED, DIRECTION OF EGRESS NOTED 101 EXIT LUMINAIRE, WALL MOUNTED, DIRECTION OF EGRESS NOTED C} CEILING MOUNTED LUMINAIRE (TYPE AND 'WATTAGE AS NOTED) 1 LAMP FLUORESCENT LUMINAIRE (TYPE AS NOTED TO SCALE) E� 2 LAMP FLUORESCENT LUMINAIRE (TYPE AS NOTED TO SCALE) NIGHT LIGHT ON EMERGENCY SYSTEM (TYPE AS NOTED TO SCALE) ® EXAMPLE OF A CONTINUOUS ROW OF LUMINAIRES. LINEAR FLUORESCENT SUSPENDED FROM CEILING (TYPE AS NOTED AND TO SCALE) BATTERYPACK EMERGENCY EGRESS LIGHTS O JUNCTION BOX, FIELD SIZED FLEXIBLE METAL OR LIQUIDTIGHT FLEXIBLE METAL CONDUIT AS NOTED 3/4 " #10 G HOME RUN - PANEL /CIRCUIT (IE. A /2a =PANEL A AND A /2a,4b,6a CIRCUIT 2a) SLASH MARKS INDICATE QUANTITY OF CONDUCTORS (SIZE NOTED). LONGER SLASH INDICATES NEUTRAL WIRE (IF REO'D). REVERSED SLASH INDICATES GROUND WIRE. ■ HH ---- HANDHOLE CONDUIT, UNDERGROUND, DIRECT BURIED. X FIRE SEAL THROUGH THE WALL CONDUITS & CONDUCTORS GENERAL NOTES: i. EXISTING UTILITY AND OTHER SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS NOT GUARANTEED TO BE ACCURATE OR COMPLETE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ANY SUBSURFACE OBJECTS THAT MAY CONFLICT WITH ANY CONSTRUCTION. ?. THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL. CIRCUITS 600 VOLTS OR LESS: 120/220 277/480 "A." PHASE (LEFT BUS IN PANEL BLACK BROWN "B" PHASE ( CENTER BUS IN PANEL) RED ORANGE "C" PHASE (RIGHT BUS IN PANEL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN GREEN ISOLATED GROUND GREEN W/ YELLOW TRACER 3. THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE CBSERVED ON ALL MEDIUM VOLTAGE SYSTEMS: MEDIUM VOLTAGE "A" PHASE (LEFT BUS IN PANEL 1 STRIPE OF VIOLET TAPE "B" PHASE ( CENTER BUS IN PANEL) 2 STRIPES OF VIOLET TAPE "C" PHASE (RIGHT BUS IN PANEL) 3 STRIPES OF VIOLET TAPE 4. DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC. WITH CIRCUIT IDENTIFICATION. X FIRE SEAL THROUGH THE WALL WIREWAY & CONDUCTORS CONDUIT TURNING DOWN O CONDUIT TURNING UP I CONDUIT TERMINATED ABOVE CEILING CONDUIT EXPOSED (RIGID METAL IMC, EMT OR AS NOTED) - - — CONCEALED CONDUIT (UNDERGROUND, UNDER FLOOR, IN 'WALL OR IN CEILING) —T TELEPHONE —FA FIRE ALARM CIRCUIT (ADT) Kul DUPLEX RECEPTACLE, 120V, 20. TYPICAL (WP= WEATHER PROOF, GFI= GROUND FAULT INTERRUPTER) K�-� DUPLEX RECEPTACLE, 120V, 15A. CIRCUIT 3a k�0m DEDICATED RECEPTACLE ON DEDICATED CIRCUIT (SPECIAL RECEPTACLES TO BE NOTED AS TO MFG. & CATALOG NUMBER) [0-2o SINGLE TWISTLOCK RECEPTACLE 120V, 20A k FOURPLEX RECEPTACLE, 120V, 20A 20 SINGLE PHASE 208V RECEPTACLE (TYPE AS NOTED) f� THREE PHASE RECEPTACLE (TYPE AS NOTED) C® THREE PHASE RECEPTACLE (TYPE AS NOTED) :a DUPLEX RECEPTACLE IN FLOOR Z TELEPHONE OUTLET Cl� TELEPHONE OUTLET IN FLOOR Oa HORN D MANUAL FIRE ALARM PULL STATION Qs SMOKE DETECTION HEAD Aft �H HEAT DETECTOR -RATE OF RISE D-275402in-W E7 BUZZER COMPUTER WALL OUTLET $ SINGLE POLE TOGGLE SWITCH $3 THREE -WAY TOGGLE SWITCH ■ MAGNETIC DOOR RELEASE CONDUIT W/ SEAL FITTING (HAZARDOUS AREAS) © MOTOR CONTROL CENTER fi:®__mmm AS BUILT ®RECOMMENDED BY FOR APPROVAL BY s - ---- ------ - - - - -® ROLL # 167 FR! 24 N RECORD DRAWING INFORMATION COMPILED V 2S22 FROM CONTRACTOR'S RECORDS. LICENSEE IS NOT RESPONSIBLE FOR ACCURACY OR S /ONAL COMPLETENESS OF CONTRACTOR'S RECORDS. 3io° 0- ----- ---- -- - -- - -® EXPIRES: 06/05/'02 RECORDS DRAWING j a�- -- -- -- ---- - ----r �� !m' - r, SCANNED aCT 4 ZW F VIA o. �z N� u U 1 Z Q `o 0 Q a 3 V QL� a r^ U +` O m rn rn rn m 0 N 0 0 O 0 3 D / O O N N O O NOTES: L FOR SURVEY CONTROL INFORMATION, SEE DRAWING G4. IN 2 FOR DRAWING SYMBOLS, SEE DRAWING G4. 3. FOR GENERAL GRADING NOTES, SEE DRAWING 1C(G)800. 1N A m s I e I KEY SCALE: NONE 3 O S. 1/2, SEC. 24, T. 23N., R. 4E., W.I. _ 1/2, 5, N., E., W.M. oo , � ® - - - - ®r 2 -T 23 -R 4 ®W J. C BY I N1 o ORECOMMENDED i FOR APPROVAL BY Z `'---- --- ®----- -- - - ®� o „.' , 8222 v RECORD DRAWING INFORMATION COMPILED ILLJ I ON FROM CONTRACTOR'S RECORDS, LICENSEE L w� 1 I w) A ��31 ao IS NOT OF TRESPONSIBLE FOR CACCURACY OOR 4 �® J EXPIRES: 06/05/'02 Ow�P--E- -5°- -- O- -R--O----C�RDS -- TO SW 27th STRE 4 2 4 3 � � -TAE 4 5 ` -- 100 50 0 100 - -- 02 0 to G - SCALE: I'=100' THE g9E \NG swp •a Jiro - - - - -- BOEING Co F - L =1 ROLL # 167 FR1 2 5 SCANNED uGT 4 2000 t3 I b i a Ir x r U w 1' U I w I— Uz z $ c3a O Lil ZZ o ? n (/7 Q W Z z J . Q n- �m° U < Q W 0-' E- � a� (D N w _j3i IL En- o 0* ? o IM U rn rn rn m 0 N 0 0 O 0 3 D / O O N N O O NOTES: L FOR SURVEY CONTROL INFORMATION, SEE DRAWING G4. IN 2 FOR DRAWING SYMBOLS, SEE DRAWING G4. 3. FOR GENERAL GRADING NOTES, SEE DRAWING 1C(G)800. 1N A m s I e I KEY SCALE: NONE 3 O S. 1/2, SEC. 24, T. 23N., R. 4E., W.I. _ 1/2, 5, N., E., W.M. oo , � ® - - - - ®r 2 -T 23 -R 4 ®W J. C BY I N1 o ORECOMMENDED i FOR APPROVAL BY Z `'---- --- ®----- -- - - ®� o „.' , 8222 v RECORD DRAWING INFORMATION COMPILED ILLJ I ON FROM CONTRACTOR'S RECORDS, LICENSEE L w� 1 I w) A ��31 ao IS NOT OF TRESPONSIBLE FOR CACCURACY OOR 4 �® J EXPIRES: 06/05/'02 Ow�P--E- -5°- -- O- -R--O----C�RDS -- TO SW 27th STRE 4 2 4 3 � � -TAE 4 5 ` -- 100 50 0 100 - -- 02 0 to G - SCALE: I'=100' THE g9E \NG swp •a Jiro - - - - -- BOEING Co F - L =1 ROLL # 167 FR1 2 5 SCANNED uGT 4 2000 F- Om z x a � v C U Z m L: 8 vMl � L o3• e m: Q a rn m 0 0 0 O 0 0 0 0 N N 0 rn _ i / \ .� r i PLANTERS /� \_ 00 / _ \ o \ \ o \ -- \ -- \ w C5100020 -DWG 1C(G) 17 NOTES: 1. FOR SURVEY CONTROL INFORMATION, SEE \ 41 DRAWING G4. CST STORMWATER 2. FOR DRAWING SYMBOLS, SEE DRAWING G4. w O Q � � PAVED TRAIL CONTINUES DETEN ON POND \ _ � 3. FOR GRADING NOTES, SEE DRAWING 1C(G)800. O Z L, w Y Ate/ NORTHERLY TO PARKWAY ROAD �i 7 / � � � � 1 \ j ��� 4. PROPOSED CONTOURS F,ND SPOT ELEVATIONS ARE FINISH GRADE. REFER TO w CD c> r- �I �� �� �I / 1 j i, I \ A, \V 1 _ A� �� 1 \ LANDSCAPE PLANS TO DETERMINE SUBGRADE ELEVATIONS. LLJ Z wI t l 1 I ' �� \ I \ \ ` 1 �, �11 5. AREAS TO RECEIVE 6" IMPORT TOPSOIL TO BE CONSTRUCTED 6" BELOW Z w OI— W Q F— c� Z w o PAVEL I ? t � E 11 �� I % -�� i °� I j 1 I /� I I i I // �/ ! /.'��I t \. A \ \\ \ \I 0- V —_ \\ `��\ FINISH GRADE. FINAL 6" OF TOPSOIL WILL BE PLACED DURING CONS- TRUCTION LANDSCAPING. AREAS TO RECEIVE TOPSOIL DENOTED WITH N N 72,400 I j �1 I i ! \\ \� \ \ \ \\ \\ PLANTERS N 72,400 HATCHING: El 6. AREAS TO BE PAVED. SEE PAVING PLANS 4. 'Z o 8E ( II \ \ \ [~ W as m q /I I 1 � GRANITE BLOCK WA .,- 22 ____. -_- PAVED l Q I 1 \ \ \ 0 W 5 c x ~ m s e s a o Q I PAVED�`� > > p 10 r = \ 1 \ y I ._ ' \ \ 1' \ \ 1� a _ 1 D,275021) X11 18 I� 15 N 2 2 2 33 a35 7 a 0 F 6 38 1 40 1 a42 4 45 z m 50 5 3 55 5 60 1 )77 63 64 65 m I — 1 \ \ 0 ° 68 69 70 71 73 74 75 N 72,200 / � � 1 � \ N 72,200 72 KEY PLAN O 20 1O 0 20 40 1 S. 1/2, SEC. 24, T. 23N., R. 4E., W.M. N N. 1/2, SEC. 25, T. 23N., R. 4E., W.M. SCALE: NONE xMll c_ GT o ° ° U AS B 224E RECORD DRAWING INFORMATION COMPILED FROM CONTRACTOR'S RECORDS. LICENSEE ss /ONAL� ®-- ®--------- - - - - ®w S NOT RESPONSIBLE FOR ACCURACY OR 731— BY COMPLETENESS OF CONTRACTOR'S RECORDS. EXPIRES: 06/05/'02 U LT (RECOMMENDED B .-- . ®- ®- ®- ®�--- - ® -.•. Swp- a7 -s'sro ,FOR APPROVAL BY `� ® ® ®------- ®- - - ® - ®' o RECUR® i3RA�`,�ii�G i - ®------ ® - - -- ROLL # 167 0 � o rC R Y a F o Fz u � a M v rn Z_ N A a o 3° u) a U L C v T� z .l o m 0 0 O 0 0 U 0 0 cli 0 0 m CV o gam' I v' Y W �0 Q z U z i °o °o E W P. LL CL << O w N o d Ln C N LJ Q U 0 emsQ� 0 fy C7 � z� IL o < ~ LJ Cn �0 zw ? Q L m u- �> cn w U ao I y� o o.. O iE 3v H a Z aw W as E I N 22 I 2 a N 72,000 M a s o / a =� U a a � m 3 n m cx O L) i w I z z a m 0 0 A S U SSA -�i —i'sro DOLL # 167 C t5I0002tDLAV, 1 (,)22 NOTES: 1.FOR SURVEY CONTROL INFORMATION, SEE DRAWING G4. 2. FOR DRAWING SYMBOLS, SEE DRAWING G4. 3. FOR GRADING NOTES, SEE DRAWING 1C(G)800. 4.PROPOSED CONTOURS AND SPOT ELEVATIONS ARE FINISH GRADE. REFER TO LANDSCAPE PLANS TO DETERMINE SUBGRADE ELEVATIONS. 5, AREAS TO RECEIVE 6" IMPORT TOPSOIL TO BE CONSTRUCTED 6" BELOW FINISH GRADE. FINAL 6" OF TOPSOIL WILL BE PLACED DURING CONSTRUCTION OF LANDSCAPING. AREAS TO RECEIVE TOPSOIL DENOTED WITH HATCHING: 6. AREAS TO RECEIVE 6" OF NATIVE SOIL FOR PLANTING TO BE CONSTRUCTED 6" BELOW FINISH GRADE. FINAL 6" OF NATIVE SOIL FOR PLANTING WILL BE PLACED DURING CONSTRUCTION OF LANDSCAPING. AREAS TO NATIVE SOIL FOR PLANTING DENOTED WITH HATCHING: 0 7.AREAS TO BE PAVED. SEE PAVING PLANS. E I} 0 FRJ 27 XJFL KEY PLAN 20 1'._m 10' 0 20 40 SCALE: NONE . S. 1/2, SEC. 24, T. 23N., R. 4E., W.I. N. 1/2, SEC. 25, T. 23N., R. 4E., W.I. B U I LT ---- -- -- --- -- -� ®® imp BY 1 N RECORD DRAWING INFORMATION COMPILED FROM CONTRACTOR'S RECORDS. LICENSEE IS NOT RESPONSIBLE FOR ACCURACY OR COMPLETENESS O F CO TRACTOR a ®EC ®GS 22� 6` S /ONA6 �•!eo EXPIRES: 06/05/'02 (RECOMMENDED By ' o FOR APPROVAL ' RECORD ' ®R A W I N G BY dr------------ - - - - ®' r --- ®------- - --- -r FT U c,..MCn „f'T 4 ZWO FRJ 27 XJFL a O V I a z r z 0 N N� F cn ~ 3 � o U C z o m I U 3 0 CN N 0 0 0 O O N O 0 i rn M Ian U Y w 0 QO w z Z z U G'v NQ 57 04 Bd�[ifQ c;ni0002i -uwt; N 72,200 721 8 2,i 1 0 F� NOTES: /7l L LUS N 1. FOR SURVEY CONTROL INFORMATION, SEE DRAWING RIM - 13.3,8 DRAIN 5 2. FOR DRAWING SYMBOLS, RIM 6 "(NE, t 3 _ SEE DRAWING G4. F7G� ��jPaaD��.� - 3. FOR GRADING NOTES, SEE 9s i� �� r ET L) 1N�� DRAWING 1C(G)800. CSTC STORMW'ATER i ✓ M 7 .71 DETENTION POND ��2,7"'M g`✓ #4 E) =1z.. 2' aeo' ✓E GR s' 1A x o. O _ 4. PROPOSED CONTOURS AND AND WETLAND . PVC LL 13 19 v i %/ �. —sue SPOT ELEVATIONS ARE ,.. .G = V /� s FINISH GRADE. REFER TO / / LANDSCAPE PLANS TO DETERMINE SUBGRADE ELEVATIONS. X29 3 0 AS BJ 0 K t �T 20' 10' 0 20' 40' �Y J Sc S. 1/2, SEC. 24, T. 23N., R. 4E., W.M. N. 1/2, SEC. 25, T. 23N., R. 4E., W.M. ~P a N H RECORD DRAWING INFORMATION COMPILE[ oc ` FROM CONTRACTOR'S RECORDS. LICENSEE IS NOT RESPONSIBLE FOR ACCURACY OR COMPLETENESS OF CONTRACTOR'S RECORDS. 7fs�f� (RECOMMENDED EXPIRES: 06/05/'02 1 FOR APPROVAL BY RECORD D R A W B N G® r ®®m m ° m ° m m m m m m ° ° m ®® °s ROLL # 167 FR128 KEY PLAN SCALE: NONE ?7 S-c' : SCANNED uG' 4 cuuu g o a r. z U � N z� N � 4 a U a 7 U O m � Iti ID cl' I I � Y W C O a- a- CL i w r- Z goo � w g vq� LL g C <<� O w ov <�Z ZN C� <� 3 C� Z ,,j O IL ~ 'Uzw I�ZwQ L m� ®J � col V) Qo �o wz °N s .t Oh 3 a ai - w � W s a t E \E y c ry f � c pa'i o d a z yy= o E„ N ?g =m dl �° 33U N 71 N 71 � J�I 1 PROPOSED ENLARGEMENT DETENTION POND ''AND WE DESIGN SURFACE :EL=3.5 z- GIRT 1 QO - lb 14 S O 1 <- s off MAX. N 5� T ETA OC P r ACP T4iP RC � I MAINT ACCESS - ---•.. _' -- �MAI T ACCESS - � .: 6. _z II z L ww PROPOSED STORM DR WETPOND /DETEN T ION DESIGN SURFACE EL= 0 3 0 �i 0 z 0 0 o V) o > w U z N a N / o N O o O � o o ,lwA l7 °27� mmag, mw PA W,��,® AS-BU LT 20' 10' 0 20' 40' S. 1/2, SEC. 24, T. 23N., R. 4E., W.M. �P N. 1/2, SEC. 25, T. 23N., R. 4E., W.M. N RECORD DRAWING INFORMATION COMPILED FROM CONTRACTOR'S RECORDS. LICENSEE s� ` a�ar�r----- ---- -- ®' IS NOT RESPONSIBLE FOR ACCURACY OR rs /ONAL ) o RECOMMENDED BY COMPLETENESS OF CONTRACTOR'S RECORDS. w s s®® ®r B o ®®� EXPIRES: 06/05/'02 p FOR APPROVAL BY- BY ®- v ® ® ® - ®- e RECORD DRAWING FFJ C51000,52.L)wu 1C(L;)2/ NOTES: FOR SURVEY CONTROL INFORMATION, SEE DRAWING G4. FOR DRAWING SYMBOLS, SEE DRAWING G4. 3. FOR GRADING NOTES, SEE DRAWING 1C(G)800. T.PROPOSED CONTOURS AND SPOT ELEVATIONS ARE FINISH GRADE. REFER TO LANDSCAPE PLANS TO DETERMINE SUBGRADE ELEVATIONS. 5. AREAS TO RECEIVE 6" IMPORT TOPSOIL TO BE CONSTRUCTED 6" BELOW FINISH GRADE. FINAL 6" 01 TOPSOIL WILL BE PLACED DURING CONSTRUCTION OF LANDSCAPING. AREAS TO RECEIVE TOPSOIL DENOTED WITH HATCHING: [-� 6. AREAS TO RECEIVE 6" OF NATIVE SOIL FOR PLANTING TO BE CONSTRUCTED 6" BELOW FINISH GRADE. FINA 6" OF NATIVE SOIL FOR PLANTING WILL BE PLACED DURING CONSTRUCTION OF LANDSCAPING. AREAS TO NATIVE SOIL FOR PLANTING DENOTED WITH HATCHING: D —� FOR GRADING IN PHIS —� AREA REFER TO DRAINAGE PLANS. 3. AREAS TO BE PAVED. SEE PAVING PLANS. 9. AREAS OVEREXCAVATED AT LEAST 24" AND BACKFILLED WITH QUARRY SPALLS TO PROVIDE A STABLE BASE FOR COMPACTED POND BArKFILL El ROLL # 167 FR129 SCAMNED OCT 4 2000 KEY PLAN SCALE: NONE u r z CV y m v 1 z� ' E 3c a y N TT^^ v vi 7 O m n i D1 m 0 m 0 0 CD 0 0 0 U O 0 N O O, IN �s F U Y L''1 0 ai ilf z Z °o$ li w t3� Ow 00, mo �� W Of z N emp Q fir[ in F, Z LJ O F- LLJ IL Cn `U Z w g ? ® `S L m 0 U U1 vo oS f_ N_ MOiI Z �� °a 3a E- w as �6 E mE �N c �1 _O p> Sa � s� O 2� a� a a .s El a a s m C.S i VVl1JJ_UWIi � 1. �t�)Lb i NOTES: 1.FOR SURVEY CONTROL INFORMATION, SEE DRAWING G4. 2, FOR DRAWING SYMBOLS, SEE DRAWING G4. N 71,800 3. FOR GRADING NOTES, SEE DRAWING 1C(G)800. 4.PP,OPOSED CONTOURS AND SPOT ELEVATIONS ARE FINISH GRADE. REFER TO LANDSCAPE PLANS TO DETERMINE SUBGRADE ELEVATIONS. 5. AREAS TO RECEIVE 6" IMPORT TOPSOIL TO BE CONSTFUCTED 6" BELOW FINISH GRADE. FINAL 6" OF TOPSOIL WILL BE PLACED DURING CONSTRUCTION OF LANDSCAPING. AREAS TO RECEIVE TOPSOIL DENOTED WITH HATCHING: F� 6. REFER TO DEMOLITION AND DRAINAGE PLANS FOR EXISTING DRAINAGE SYSTEM LOCATION AND REMOVAL /ABANDONMENT SEQUENCE. [T>7HIS AREA WAS UNDER CONSTRUCTION CB / ;` TOPOGRAPHICSURVEY. OF CONTRACTOR SHALL FIELD VERIFY EXISTING GIRT - -- - - -1 CONDITIONS PRIOR TO � GR-\ / -p BEGINNING WORK. 6 y- -- X11 1� 15 18 's >� 2 2 AREA UNDER X33 a35 CONSTRUCTION 6 38 40 _ 1 ` � o ; 0 ® FOR GRADING IN THIS i - /- AREA REFER TO DRAINAGE PLANS. 60 6 63 AREA CLEARED AND 65 o / I GRUBBED 12" PER TESC 7 WITH SQ l TO MATCH EXISTING 69 70 GRADE AND SLOPE. 10. AREAS TO BE PAVED. SEE PAVING PLANS. \ MATCH EXISTING�� 74 N 71 ,600 w / ELEVATION (TYP.) o — KEY PLAN 1 20' 10' 0 20' 40' 0 N 6 y- -- X11 1� 15 18 's >� 2 2 AREA UNDER X33 a35 CONSTRUCTION 6 38 40 _ 1 ROLL # 167 ` � o 0 1 A 60 6 63 64 65 o / I 7 68 69 70 M 72 73 74 75 w / w 71 KEY PLAN 1 20' 10' 0 20' 40' SCALE: NONE J. SCyG S. 1/2, SEC. 24, T. 23N., R. 4E., W.I. 4��Y N. 1/2, SEC. 25, T. 23N., R. 4E., W.I. �P AS-BU L s®® - m e e - s®® w -err®® RECOMMENDED BY RECORD DRAWING INFORMATION COMPILED FROM CONTRACTOR'S RECORDS. LICENSEE IS NOT RESPONSIBLE FOR ACCURACY OR COMPLETENESS OF CONTRACTOR'S RECORDS. ^_- rrrrrrrrrrrrrrrs 122 �'` S /ONAL l /31 �Pl EXPIRES: 06/05/'02 `FOR APPROVAL ev _ ®R DRAWING j rrrrrrrrr ®- r ®� ®���. ROLL # 167 I� 3 a �P v E zg� N 3G V 4 C ti U T^ z � o m 0 rn rn 0 m 3` a sj MI N 20 U QO - [L f d < U Z J °o$ I.i w a- 0 w (n Q Z °o ma Q Q om U Q ry � CDC GDS Z Ld N `U z w z OQ L w J D �J U QL w z N_ E- 3v a �z Lu w as �E o� �£ C J ff L oy 33 � 3 � 2 � qEL� C o_ U) om a 4 a s m U 20' 10' 0 20' 40' I S. 112, SEC. 24, T. 23N., R. 4E., W.M. N N. 1/2, SEC. 25, T. 23N., R. 4E., W.M. RECORD DRAWING INFORMATION COMPILED FROM CONTRACTOR'S RECORDS. LICENSEE AS BUILT IS NOT RESPONSIBLE FOR ACCURACY OR RECOMMENDED BY COMPLETENESS OF CONTRACTOR'S RECORDS s-wp-.t % -?7to 1FOR APPROVAL BY ; ; RECORD ®Rf►WiNIi ROLL # 167 FRI 3 1 I.JIVVVJ /.VYYV I�.LI/ /JL NOTES: FOR SURVEY CONTROL INFORMATION, SEE DRAWING G4. FOR DRAWING SYMBOLS, SEE DRAWING G4. FOR GRADING NOTES, SEE DRAWING 1C(G)800. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE FINISH GRADE. REFER TO LANDSCAPE PLANS TO DETERMINE SUBGRADE ELEVATIONS. AREAS TO RECEIVE 6" IMPORT TOPSOIL TO BE CONSTRUCTED 6" BELOW FINISH GRADE. FINAL 6" Of TOPSOIL WILL BE PLACED DURING CONSTRUCTION OF LANDSCAPING. AREAS TO RECEIVE TOPSOIL DENOTED WITH HATCHING: ❑ .AREAS TO RECEIVE 6" OF NATIVE SOIL FOR PLANTING TO BE CONSTRUCTED 6" BELOW FINISH GRADE. FINAL 6" OF NATIVE SOIL FOR PLANTING WILL BE PLACED DURING CONSTRUCTION OF LANDSCAPING. AREAS TO NATIVE SOIL FOR PLANTING DENOTED WITH HATCHING: AREAS TO BE PAVED. SEE PAVING PLANS. AREAS OVEREXCAVATED AT LEAST 24" AND BACKFILLED WITH QUARRY SPA,LS TO PROVIDE A STABLE BASE FOR COMPACTED POND BACKFILL M 5 to N 1l II� 15 2 2 i "33 035 6 38 40 a `42 4 45 4 50 3 55 -5 [- 60 1 6 63 64 65 7 6A 69 70 71 72 1 73 74 75 KEY PLAN SCALE: NONE RF'Y J' SC I 32 2 rsIONAL�1 EXPIRES: 06/05/'02' _ ' sv .'z SCAMMED OCT 4 2000 �a a a 0 F '0 0 O r z m 0 3 0 0 z 0 O U 00 z N N / o N o 0 0 O � Z 20' 10' 0 20' 40' I S. 112, SEC. 24, T. 23N., R. 4E., W.M. N N. 1/2, SEC. 25, T. 23N., R. 4E., W.M. RECORD DRAWING INFORMATION COMPILED FROM CONTRACTOR'S RECORDS. LICENSEE AS BUILT IS NOT RESPONSIBLE FOR ACCURACY OR RECOMMENDED BY COMPLETENESS OF CONTRACTOR'S RECORDS s-wp-.t % -?7to 1FOR APPROVAL BY ; ; RECORD ®Rf►WiNIi ROLL # 167 FRI 3 1 I.JIVVVJ /.VYYV I�.LI/ /JL NOTES: FOR SURVEY CONTROL INFORMATION, SEE DRAWING G4. FOR DRAWING SYMBOLS, SEE DRAWING G4. FOR GRADING NOTES, SEE DRAWING 1C(G)800. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE FINISH GRADE. REFER TO LANDSCAPE PLANS TO DETERMINE SUBGRADE ELEVATIONS. AREAS TO RECEIVE 6" IMPORT TOPSOIL TO BE CONSTRUCTED 6" BELOW FINISH GRADE. FINAL 6" Of TOPSOIL WILL BE PLACED DURING CONSTRUCTION OF LANDSCAPING. AREAS TO RECEIVE TOPSOIL DENOTED WITH HATCHING: ❑ .AREAS TO RECEIVE 6" OF NATIVE SOIL FOR PLANTING TO BE CONSTRUCTED 6" BELOW FINISH GRADE. FINAL 6" OF NATIVE SOIL FOR PLANTING WILL BE PLACED DURING CONSTRUCTION OF LANDSCAPING. AREAS TO NATIVE SOIL FOR PLANTING DENOTED WITH HATCHING: AREAS TO BE PAVED. SEE PAVING PLANS. AREAS OVEREXCAVATED AT LEAST 24" AND BACKFILLED WITH QUARRY SPA,LS TO PROVIDE A STABLE BASE FOR COMPACTED POND BACKFILL M 5 to N 1l II� 15 2 2 i "33 035 6 38 40 a `42 4 45 4 50 3 55 -5 [- 60 1 6 63 64 65 7 6A 69 70 71 72 1 73 74 75 KEY PLAN SCALE: NONE RF'Y J' SC I 32 2 rsIONAL�1 EXPIRES: 06/05/'02' _ ' sv .'z SCAMMED OCT 4 2000 8 e v eq i z`x ON p N _ O ' F 4 o0 H 3 'I- m U h O m 0 3 0 00 0 0 0 Ln U i 0 O N N N O �I. iz d� �a ua Q 03 eo I� L s 0 ROLL # 167 AAHM Iq / SCANNED OCT 4 2000 i rn �� o — — — — — — — — ®'. o 0 NOTES: L FOR SURVEY CONTROL INFORMATION, SEE I i DRAWING G4. i i to / 2. FOR DRAWING SYMBOLS, SEE DRAWING G4. W 1J P07< R 'K SrOP.MF ?, ' Y 1 3. FOR GRADING NOTES, SEE DRAWING IC(G)800 w Z 9z �l j� �/ 1 I 4. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE o Li.W m L- 2. Q p ,� I I I FINISH GRADE. REFER TO LANDSCAPE PLANS TO W Z ���� i POWE , PANFt -� \ \v � DETERMINE SUBGRADE ELEVATIONS. Q ck:f �l ��' 5. REFER TO DEMOLITION Z F— LLJ O Q N 71,400 ( I \ �� j� \\ I \ I s ® ® N 71,400 FOR EXISTING DRAINAGE SYSTEeq LOCATION AND < N \ REMOVAL /ABANDONMENT SEQUENCE. Uzw Z �_� v 5 t 5 ' \ 'I - Q m E` I I I S ED THIS AREA WAS UNDER CONSTRUCTION AT TIME OF TOPOGRAPHIC SURVEY. �_ ___ _____T ______ ___� CONTRACTOR SHALL FIELD EXISTING ED—/ VERIFY CONDITIONS PRIOR TO BEGINNING WORK. ° �Z YE o.� I I ( I 7> AREA CLEARED AND GRUBBED 12" PER TESC PLAN. FILL AREA O aw I I WITH S1 AS INDICAED AND TO MATCH EXISTING GRADE W a'a rE I'c ) AND SLOPE AT PERIMETER OF GRUBBED AREA. tk \E CN y �1 7' C \ I CL POND I POWER BOX W/ 1" 2° CONDUIT ? s WAlER EL - 11:53AM, 719198 I 6.9 \ rn j (NO LID) 27S 0, I 3 5' _ co _ t2 I I , �I III _ J I4 W ca O O ca e I 18 ' �) I 2 2 = N 71,200 O 0 15 16 AREA UNDER CONSTRUCTION X42 4 45 4 50 z m EDGE OF PAl_ -f I, -- - �D °o SURVEYED ON JUNE 1998 cli w °o M _ w -- 3 55 5 60 1 6 63 64 65 7 68 69 70 71 72 73 74 75 KEY PLAN 0 20' 10' 0 20' 40' SCALE: NONE S. 1/2, SEC. 24, T. 23N., R. 4E., W.I. 3 N. 1/2, SEC. 25, T. 23N., R. 4E., W. I. 122514 & 0 ® RECOMMENDED A S I FOR r r r mm r r r r r r r r r r r r BY * APPROVAL ®Y r r s r r r r r m r mm = r r r ® SF RECORDS. LICOMPILED CONTRACTOR'S INFORMATION ENSEE IS NOT RESPONSIBLE FOR ACCURACY OR COMPLETENESS OF CONTRACTOR'S RECORDS. ®rr=====__ = = = ==c=o j RECORD ®R A W I G j -� S /ANAL ;10 EXPIRES: oe /os /'oz ROLL # 167 AAHM Iq / SCANNED OCT 4 2000 a z NS v z= N�y m >`a U h Vl / m rn M Y I � v LC F Q z � Z Uw R vim Q z "pOg ZMi I'O -' Lem °�F- w Q�II C < Q Z5 N ~ IIL Ow Ld Q e � � N CD a I91 - I�.m O / s> � U Qo a O O E 3 N D p' p C U a \£ �'N I c �• p v a� }3 s� s T cn x �a 'llm I SLOPE DITCH z , w l Q 1 a , 3' Ta LL I CONCRETE WALL N 71,000 �3' TALL CONCRETE WALL z \w Q a OOUOU On0n0 a � � a O w O f- c0 O � =m U N 70,800 3 o I I l v z O p O � o w Of CD U o = N N o N o 0 0 O I� z O O O O O O O OWN DESIGN SURFACE E �- 8.5 � � I 1 \ VA N 71,000 1 Jam\ 1 � UU U U v v - � O O O O O O �0 0 0 00 0 0 O O 0 6 �' OOOOOO - O O - OOOnOnO �nn U nnnC F c FC) nn C ) _- \ tiP .O BUILT 31SIE" oSIONAL iRECOMMENDED sv ezrlaes: 0s /0s /'0z `FOR APPROVAL BY I ROLL # 167 FR1 3 3 0 E 20' 10' 0 20' 40' S. 1/2, SEC. 24, T. 23N., R. 4E., W.M. N. 1/2, SEC. 25, T. 23N., R. 4E., W.M. N RECORD DRAWING INFORMATION COMPILED FROM CONTRACTOR'S RECORDS. LICENSEE IS NOT RESPONSIBLE FOR ACCURACY OR COMPLETENESS OF CONTRACTOR'S RECORDS. j RECORD DRAWING' —1b_ N 70,800 NOTES: 1. FOR SURVEY CONTROL INFORMATION, SEE DRAWING G4. 2. FOR DRAWING SYMBOLS, SEE DRAWING G4. 3. FOR GRADING NOTES, SEE DRAWING 1 C(G)800. 4.PROPOS:_D CONTOURS AND SPOT ELEVATIONS ARE FINISH GRADE. REFER TO LANDSCAPE PLANS TO DETERMINE SUBGRADE ELEVATIONS. 3. AREAS TO RECEIVE 6" IMPORT TOPSOIL TO BE CONSTRUCTED 6" BELOW FINISH GRADE. FINAL 6" 01 TOPSOIL WILL BE PLACED DURING CONSTRUCTION OF LANDSCAPING. AREAS TO RECEIVE TOPSOIL DENOTED WITH HATCHING: E 3. AREAS TO RECEIVE 6" OF NATIVE SOIL FOR PLANTING TO BE CONSTRUCTED 6" BELOW FINISH GRADE. FINA 6" OF NATIVE SOIL FOR PLANTING WILL BE PLACED DURING CONSTRUCTION OF LANDSCAPING. AREAS TO NATIVE SOIL FOR PLANTING DENOTED WITH HATCHING: E] FOR GRADING IN THIS AREA REFER 70 DRAINAGE PLANS. REFER TO DEMOLITION AND DRAINAGE PLANS FOR EXISTING DRAINAGE SYSTEM LOCATION AND REMOVAL/ABANDONMLNT SEQUENCE AREAS TO BE PAVED. SEE PAVING PLANS. 3. AREAS OVEREXCAVATED AT LEAST 24" AND BACKFILLED WITH QUARRY SPALLS TO PROVIDE A STABLE BASE FOR COMPACTED POND BACKFILL h -I I i 10.AREA OF CRUSHED 3 ROCK AND QUARRY — SPALL CONSTRUCTION s 60 HAUL ROAD (LEFT IN s 4 63 e4 65 PLACE). � 7 68 E9 70 71 72 73 74 75 KEY PLAN SCALE: NONE I-17-77-7 - f -� _ , -, F( ,6-, SCANNED OCT 4 2000 o o b v , Q tiP .O BUILT 31SIE" oSIONAL iRECOMMENDED sv ezrlaes: 0s /0s /'0z `FOR APPROVAL BY I ROLL # 167 FR1 3 3 0 E 20' 10' 0 20' 40' S. 1/2, SEC. 24, T. 23N., R. 4E., W.M. N. 1/2, SEC. 25, T. 23N., R. 4E., W.M. N RECORD DRAWING INFORMATION COMPILED FROM CONTRACTOR'S RECORDS. LICENSEE IS NOT RESPONSIBLE FOR ACCURACY OR COMPLETENESS OF CONTRACTOR'S RECORDS. j RECORD DRAWING' —1b_ N 70,800 NOTES: 1. FOR SURVEY CONTROL INFORMATION, SEE DRAWING G4. 2. FOR DRAWING SYMBOLS, SEE DRAWING G4. 3. FOR GRADING NOTES, SEE DRAWING 1 C(G)800. 4.PROPOS:_D CONTOURS AND SPOT ELEVATIONS ARE FINISH GRADE. REFER TO LANDSCAPE PLANS TO DETERMINE SUBGRADE ELEVATIONS. 3. AREAS TO RECEIVE 6" IMPORT TOPSOIL TO BE CONSTRUCTED 6" BELOW FINISH GRADE. FINAL 6" 01 TOPSOIL WILL BE PLACED DURING CONSTRUCTION OF LANDSCAPING. AREAS TO RECEIVE TOPSOIL DENOTED WITH HATCHING: E 3. AREAS TO RECEIVE 6" OF NATIVE SOIL FOR PLANTING TO BE CONSTRUCTED 6" BELOW FINISH GRADE. FINA 6" OF NATIVE SOIL FOR PLANTING WILL BE PLACED DURING CONSTRUCTION OF LANDSCAPING. AREAS TO NATIVE SOIL FOR PLANTING DENOTED WITH HATCHING: E] FOR GRADING IN THIS AREA REFER 70 DRAINAGE PLANS. REFER TO DEMOLITION AND DRAINAGE PLANS FOR EXISTING DRAINAGE SYSTEM LOCATION AND REMOVAL/ABANDONMLNT SEQUENCE AREAS TO BE PAVED. SEE PAVING PLANS. 3. AREAS OVEREXCAVATED AT LEAST 24" AND BACKFILLED WITH QUARRY SPALLS TO PROVIDE A STABLE BASE FOR COMPACTED POND BACKFILL h -I I i 10.AREA OF CRUSHED 3 ROCK AND QUARRY — SPALL CONSTRUCTION s 60 HAUL ROAD (LEFT IN s 4 63 e4 65 PLACE). � 7 68 E9 70 71 72 73 74 75 KEY PLAN SCALE: NONE I-17-77-7 - f -� _ , -, F( ,6-, SCANNED OCT 4 2000 ®t a L N 1 Q r U 1�1 Q N z m R 6 N m U Y W IZ d F- 9 z Z u$�Iwig C-DJ r3N O w Z Q iLil w >pz ¢Z �ma Cl� �C-D Q O� F-O'd OJ < Cn J 0 �ZwU OQ L m� J � '> Ln mU mo ;T' 4 V 0 0 3E E"i a �w E- L) c C E O ;_ v �E C a� zI o a� 6 z o_ a i a Q 0 w I0 F Q o ° r z m 0 O M O O Z w o U � / W C7 � D 0 O z N N Q / o N o O O o � U 0 SwP °a% °27� FINISH / GRADE �1 —7 2" ASPHALT F CONCRETE PAVEMENT 1 4" CRUSHED °- SURFACING TOP COURSE o SUBGRADE\ ° 12" MIN AGGREGATE ELEVATION ° \ FOR GRAVEL BASE AS REO'D FILL TYPE EXISTING I S1, GRAVEL BACKFILL GROUND \ CLASS A OR B EXCAVATION AFTER STRIPPING SEE GENERAL NOTES DETAIL STANDARD ASPHALT CONCRETE PAVEMENT 1 SCALE: NONE TYP 1C(G)800 DETAIL LANDSCAPE AREAS Z SCALE: NONE Typi IC(G)800 8' TRAIL 3' 6" 10' MAINT. ACCESS 6" FINISHED GRADE I \\ 2% FINISHED GRADE SECTION DRAINAGE SWALE ! A--� SCALE: NONE 1C(6)1711C(G)800 1CG22 1C(G)23 1C(G)26 1C G27 ICG28 1CG32 1CG37 ROLL # 167 FRI 34 As GENERAL GRADING NOTES 1. IN CUT SECTIONS CUT TO SUBGRADE ELEVATION AND PROOF ROLL REMOVING ANY SOFT SPOTS AND REPLACING THE REMOVED SOILS WITH GRAVEL BACKFILL CLASS A OR CLASS B. 2. IN FILL AREAS STRIP ROOTED GROUND MATERIAL AND REMOVE LUMPED SOIL MASSES, PROOF ROLL SURFACE REMOVING AN, SOFT SPOTS AND REPLACING THE REMOVED SOIL WITH GRAVEL BACKFILL CLASS A OR CLASS B. 3. FILL TYPE S 1 CAN BE IN PLACE OF GRAVEL BACKFILL CLASS A OR B FILL IF IT CAN BE COMPACTED TO THE DESIRED DENSITY. NOTE IF LAYER OF FILL IS LESS THAN 6 INCHES, USE GRAVEL BACKFILL CLASS A OTHERWISE USE GRAVEL BACKFILL CLASS A OR CLASS B. BUNT RECORD DRAWING INFORMATION COMPILED FROM CONTRACTOR'S RECORDS. LICENSEE ------------ - - - --• IS NOT RESPONSIBLE FOR ACCURACY OR BY COMPLETENESS OF CONTRACTOR'S RECORDS. !RECOMMENDED I A- ------ ---- --- - --& IFOR APPROVAL BY 11 n a �I" 1 `-------- B=---- - - - - ®' o RECORD �)RAWIN A N o��`sslONA2�` 7 3ydo EXPIRES: 06/05/'02 SCANNED OCT 4 2000 FINISH GRADE \\ \\ Y U Q ^ Q Y 0o EXISTING GROUND a o cn EXCAVATION �\/717' AFTER STRIPPING SEE GENERAL GRADING NOTE 2 DETAIL LANDSCAPE AREAS Z SCALE: NONE Typi IC(G)800 8' TRAIL 3' 6" 10' MAINT. ACCESS 6" FINISHED GRADE I \\ 2% FINISHED GRADE SECTION DRAINAGE SWALE ! A--� SCALE: NONE 1C(6)1711C(G)800 1CG22 1C(G)23 1C(G)26 1C G27 ICG28 1CG32 1CG37 ROLL # 167 FRI 34 As GENERAL GRADING NOTES 1. IN CUT SECTIONS CUT TO SUBGRADE ELEVATION AND PROOF ROLL REMOVING ANY SOFT SPOTS AND REPLACING THE REMOVED SOILS WITH GRAVEL BACKFILL CLASS A OR CLASS B. 2. IN FILL AREAS STRIP ROOTED GROUND MATERIAL AND REMOVE LUMPED SOIL MASSES, PROOF ROLL SURFACE REMOVING AN, SOFT SPOTS AND REPLACING THE REMOVED SOIL WITH GRAVEL BACKFILL CLASS A OR CLASS B. 3. FILL TYPE S 1 CAN BE IN PLACE OF GRAVEL BACKFILL CLASS A OR B FILL IF IT CAN BE COMPACTED TO THE DESIRED DENSITY. NOTE IF LAYER OF FILL IS LESS THAN 6 INCHES, USE GRAVEL BACKFILL CLASS A OTHERWISE USE GRAVEL BACKFILL CLASS A OR CLASS B. BUNT RECORD DRAWING INFORMATION COMPILED FROM CONTRACTOR'S RECORDS. LICENSEE ------------ - - - --• IS NOT RESPONSIBLE FOR ACCURACY OR BY COMPLETENESS OF CONTRACTOR'S RECORDS. !RECOMMENDED I A- ------ ---- --- - --& IFOR APPROVAL BY 11 n a �I" 1 `-------- B=---- - - - - ®' o RECORD �)RAWIN A N o��`sslONA2�` 7 3ydo EXPIRES: 06/05/'02 SCANNED OCT 4 2000 o R e1 Q p' C i i c r . U 7 U '^ z V�1 0 m z a a N Y T oo v 0 Ni U Y W 01 0 QO 0- CL Z LLJ U Z a' as m O W Ur mop o Q o,N W Z z LC ,z3: Q Q 0fje ZW IL 03 o U z W t1 1:Zwv �> N U Qo mo o; 3 Q V aw Tel /Wyy °- a c � v� 3 E C N ov a Cj € L a� s o� e� U U a N � m Y a a CL O w O � � o 0 r z m 0 0 N W N 71,850 0 n 0 Z 0 0 o („ o > uJ U 0 z N a N / o N O o O � tt ° Swp AS-BUILT ROLL # 167 FR136 C5100057.DVVU H_mz,' VOTES: FOR SURVEY CONTROL INFORMATION, SEE DRAWING G4. FOR DRAWING SYMBOLS, SEE DRAWING G4. FOR STORM DRAINAGE NOTES, SEE DRAWING 1C(D)300. FOR STORM DRAINAGE PROFILES, SEE DRAWINGS 1C(D)600 THROUGH IC(D)601. PERFORATED DRAINS NOT PROFILED. 5I o N i5 ICU Uv l Y LVVV KEY PLAN 20 10' 0 20' 40 S SCALE: NONE S. 1/2, SEC. 24,1 23N., R. 4E., W.M. N N N N. 1/2, SEC. 25, T. 23N., R. 4E., W.M. 3 22 RECORD DRAWING INFORMATION COMPILED ss / R ®------ ®----- - - - - ®' I FROM CONTRACTOR'S RECORDS. LICENSEE s /ONAL ® ®R €COMMENDED B A----- ------- ----om � r------------ - - - - -- 4 4------------ - - - - -- ICU Uv l Y LVVV 0 0 00 U N 0 0 0 a N 3 o ° o o 2. 200 6 0XN 19 ) 1,51 UUG7d DWG NOTES: o i v � LID J: cLr� \ LD LC L (7,P�- ow r 1 FOR SURV1 EY CONTROL Qa o, INLE7 DRAIN n C[ INFORMATION. SEE DRAWING G4. _ P / IA. SSCO,'AERAT'ON �, l \. / • \ RIM 15"(114E) 651233 \ 9 W O o a WA.Tj = e P 7�j /gg P A; FULL :JF WATER) / J \ n� �N M 1 z N Z W N U a E��� 1 z� 4� z ° H U_ Z W /� r ?. ri �', SZ`�O /AERATION P1 C x ' Q as 3° �� 4. PERFORATED AND SOLID DRAINS NOT U a ,' �% k�, 5` P,VC vatvg. i / ' �. T, O�Vk_VE. EL. -.. 7.90. app° ° ° / ` Z pc ti U 5 � a CL Q s� C� z w J Q � 1 Z w U p < T/1 z V1 m P �" PERT "PVC DRAIN F - 12" PERF PVC DRAIN\ o� SAP END ?° - CAP END oa "I °4= P IE =11.50 IE =11 .75 a N 72075. - " a N 72147 E 5 E 53555 INLET DRAIN° e J23 �CTO NV 6 (NE) 673.33 \ \ � \ \ `� \' �� �..< \ \ 0 0 00 U N 0 0 0 a N N 72.200 O o ° o o 2. 200 6 0XN 19 ) 1,51 UUG7d DWG NOTES: o i v � LID J: cLr� \ LD LC L (7,P�- ow r 1 FOR SURV1 EY CONTROL � / I, 1 \ P INLE7 DRAIN n C[ INFORMATION. SEE DRAWING G4. _ P / IA. SSCO,'AERAT'ON �, l \. / • \ RIM 15"(114E) 651233 \ 2. FOR DRAWING SYMBOLS, SEE DRAWING G4. W , A iP \ ,: _ -;DGE OF PONE{ UNABLE 70 MEASURE 6 G S / '' R EL. 8.37 C 0 Q WA.Tj = e P 7�j /gg P A; FULL :JF WATER) / J \ n� �N M 1 � — 3. FOR STORM DRAINAGE NOTES, SEE DRAWING Z W l X a �: Y '�P, = e P /_ l 72 ti 0 /� E��� 1C(D)800. H U_ Z W /� r ?. ri �', SZ`�O /AERATION 6' 5 !' K 2' ABOVE GRO a EQ - PLC �i_ 'i' i� �i _. Po Pow �� i �� 4. PERFORATED AND SOLID DRAINS NOT O rr; Q CV ,' �% k�, 5` P,VC vatvg. i / ' �. T, O�Vk_VE. EL. -.. 7.90. app° ° ° / ` Z pc � a PROFILED. CL Q s� C� z w J Q � 1 Z w U p < r t/ V' / P �- `� AV / j 39 LF -6" PERF / PVC DRAIN P �" PERT "PVC DRAIN F - 12" PERF PVC DRAIN\ o� SAP END ?° - CAP END oa "I °4= P IE =11.50 IE =11 .75 a N 72075. - " a N 72147 E 5 E 53555 INLET DRAIN° e J23 �CTO NV 6 (NE) 673.33 \ \ � \ \ `� \' �� �..< \ \ � HIS AREA WAS UNDER CONSTRUCTION AT TIME OF TOPOGRAPHIC SURVEY. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO BEGINNING WORK. �' a� p J AREA UNDER P 8O0 � \ i �/� o�� CONSTRUCTON y GRASS r / / I ,. 6„ P / ! � �o CB "TYPE -30 E _ GRT P.9 5 � IE 1N (E) =1�fLD LOCALE IE 6 °� IN N =FIELD LOCATE IE 6 IN, '(S) =FIEW LO CAT c AIR !it O IE OUT W -FIE LOCA E coPP�? AIR ui t ( ) T V f3•• / O O 8,E �Q __ _... _ � - MIN 60 FROM VAULT )d 6 7 043 FI LOC TE _ s, _ A ?,. °� -� A A -_p. A- � E 53.354 FIELD LOC TE) �C INLE4DRAIN - -_ pp�� ' JM —.. I5.80 � / ENV s`(NE) =I _27 , `E _^ a,j —_— 6" PERF PVC ,D IN CAP END IE =10.50 - - _ _ N - 71959 N 72,000 _ - / � _ I 0 E 53363 - - h oo � P / CONNECT EXISTING i o °`s - ti DRAIN TO 12" PVC DRAIN �' y 5 ppc / WITH PVC TEE.. FIELD °`a VERIFY EXISTING,DRAIN SIZE. o ❑ PARCEL 1 i ` -1 5' WATE EASEMENT N 72.000 I 85 LF -6" PERF PVC DRAIN PARCEL A - - _ - - -- ff GRATE_ / AREA Z 0 GIRT EPE1 67 �/ IE 6" IN S) -1 00 ,' / IE 6 0 (SE =11.00 _. — N 7195 EL= 13.30 PIPE TUB UP / 7 GRATE EL= 12.24 / ' CONSTRUCTION o < a " E 533 213.LF -6" PERF PVC RAIN G. A 6 13 PG / CB -TYPE 1 hp's,. GRT EL= 13.42 9�ti lL 6': IN NW) =10.75 s _ i 0 / / IE 6" IN- (S)=l 1.00 ICI 5 3m J y x' _ 12 IE 12' OUN SE �� 0.75 1 �: h 71917 E 53398 { ) PROPOSED LARGEMENT v OF CSTC TENTION A POND A WETLAND 4 Qk ,- ` DESIG SURFACE EL =8.5 - 5 \\ / �- �OG -_ - cc) :� ... a z z c a o a `0 ° 0 6 - 3a, 40 1 0`42 4 45 50 \ NQ11 �� o \� AREA UNDER CONSTRUCTION �' $ �c1 00 "/ j o�231.�i 5 .3 55 5 60 1 6 63 64 65 GG� \ \� 1 71 72 73 74 75 N 71,850 t4V71 50 KEY PLAN 20 10 0 20 40 scare: NONE Z O S. 1/2, SEC. 24, T. 23N., R. 4E., W.M. mod, wasHi,�,fGJa N _ N N. 1/2, SEC. 25, T. 23N., R. 4E., W.M. a o 32 2 RECORD DRAWING INFORMATION COMPILED SIk.K �SSIONAL�� o ®--- --- -- ®s®�w®®ro BY FROM CONTRACTOR'S RECORDS. LICENSEE IS NOT RESPONSIBLE FOR ACCURACY OR SS COMPLETENESS OF CONTRACTOR'S RECORDS. V�31 EXPIRES: 0e /05/'02 I RECOMMENDED ® �FQR APPROVAL BY i lo- ... F ®- T ® ® ®- ®e ° 'RECORD DRAWING , ROLL # 167 F_ z N � 7 ab C < � < o� z o m J 0 0 0 O O O U 0 i ROLL # 167 ,,4 (j (' ? 1 -0 y Jl H1�1VCU ills I CSluuiU ,5.uwG I_�u /z o N 289 LF -12 " PERF. PVC 3. €R a � NOTES: 1 FOR SURVEY CONTROL F - i� , . INFORMATION, SEE a (0�2 1 ( 800�a I (I > a (i1 if i� DRAWING G4. 2. FOR DRAWING SYMBOLS, U p 6 - - 85 LF -12" PERF PVC E I I lCL m J. (o I ^ ^� u') (o Ii I ; { I I ' I .N a ( a r / / / / I N SEE DRAWING G4. 3. FOR STORM DRAINAGE � Z Z d DRAIN _ c ` B I t� i i . I _a . I G T L 1 0 + E� { I j2' 1' N ) =UNK OWN (FIELD ERIFY� ` ` NOTES, SE DRAWING 1 C(D)8 )0. 4. FOR STORM DRAINAGE TRENCH SECTION, N a 1CiD }27 i I N75 .. OVT (N) =8. 5 N'71752 E 52932 / / / SEE DRAWING 1C D 800. ( ) w z z Q E (D)80� I I I 85{ ( Q E ;5 735 1752 / 2" / co \ \ 5. FOR STORM DRAINAGE PROFILES, SEE Q z w � � Q O ' - 7 6 I 1 - A3 { � � I i � 4 =24', DIP S 7 r1�3 �I �I IE =�1'. TY �� �, N 71 4 PRFIPV DRAT E 529 9 - 2915 _ /. ,= T ETS / RYS ALES • / / � � i - j ' / �� �� /�- ;' j TROUGH SIC(D)601. PERFORATED AND SOLID WALL PVC DRAINS NOT U � Z w V) ' w U I I A EN J I (WEST IPE) E 1 .50 /" 2" T IC �� �' =� PROPLED. © CONNECT EXISTING O?� m N 1 45 E60 - STORM DRAIN TO :D ' CB TYPE 1 GIRT EL= 12.08 IE 12" IN (W) =10.50 (FIELD VER IE 12" IN S) =9.20 ( ).._ _ 8" Rc� 7� - ( L - I. _ _ -� � = 6 - I 4 _ �, N 71 7 / \ / i j ^ CATCH BASIN. MATCH EXISTING PIPE MATERIAL. IE 12" OUT (N) =9.20 N 71750 E 52729 " I - _.. - _ _.. N E 6 '� 717 52915 E 932 , _ o F nw \ W a� { \�\ �g ROPO D E LAR ME T DETEN ION OND AND,1� D SC _ m' ,E 153 LF -12" PERF PVC DRAIN 2 �-) I \ \ I \ 9 - g _i N 71648 A Z' / DESI N S FAC EL# . -� i pN _ 5'SL A 10 ° E 52924 ' J r u 6 °SL 16 ICE 27 G 801 Nt n ° o N 71608 E 52924 MAINT ACCESS U n o MAINT ACCESS J (� z_ �_— TRAIL SL _ o "g 6„SL 6,.5 ' — G1 - / w _ � �6 a CB TYPE 30 GIRT EL =12.54 N 71598 / - - _ 1415 13 1 12 10 �� 3 _ 12" T(SW) N 567 �. 8. OR ^� V s 1 E 52715 - -_ 53 9 �G 0 �I m TOP e 4© a 3z I o35 PROPOSED STORM DRAINAGE COMBINED WETPOND/DETENTION : I I �/ 23 r\N, 7 52 8 c,0 G �� / H...' a a w 3a ao POND DESIGN SURFACE EL =8.5 n I Al 60' P S_ I L N 71519 c� <c 6" PERE PVC DRAIN a as r °' o IE = 2. N 1 4 I E 52971 �2 R/ CAP END a J0 s 3 ss I ! E 2 2 f. 6 "SL I I � QUARRY SPALLS 12" THICK , Q! 0 IE =13.5 p� �® N 71560 E 53 083 5 60 1 6' 63 64 65 I 6 "SL I I. I I Q ,529 72 N "" 71 21 '- 6 67 70 5 98$, 71 72 731 74 1 75 Z O - 20 10 0 20 40 KEY PLAN scarf: NONE S. 1/2, SEC. 24, T. 23N., R. 4E., W.M. �� a N N. 1/2, SEC. 25, T. 23N., R. 4E., W.M. o q r sip a7 �`'+ 0 AS-BUILT t I RECOMMENDED FOR APPROVAL 1. ®cae® ® ®s BY BY ®ms ®® ®---W RECORD DRAWING INFORMATION COMPILED FROM CONTRACTOR'S RECORDS. LICENSEES�� IS NOT RESPONSIBLE FOR ACCURACY OR i® COMPLETENESS OF CONTRACTOR'S RECORDS. ® R 9J R R A 6 'RECORD ® ® ®A N �' e®®- --- ---- ®.s®rr TONAL /7�3��oa EXPIRES: 06 /05 02 o Z ROLL # 167 ,,4 (j (' ? 1 -0 y Jl H1�1VCU ills I D 4 a co a z s a r z� L.1 N J Y q F�1 u c � a N z '^ z V1 m C O 0 0 O O 0 U O 0 N N / N O 0 d N ROLL # 167 bLANNtU UU1 41uuu �IUUi04.uwG m!1 00' N 71850 �o v ° - NOTES: °U v F J 6' �2x w. 1 . FOR SURVEY CONTROL INFORMATION, SEE DRAWING G4. / 2 2. FOR DRAWING SYMBOLS, SEE DRAWING G4 Q ��5 J�' 16� _- — _ Q :z ,N 71,800 �b 6 I \\ I c N 71,800 3. FOR STORM DRAINAGE NOTES, SEE DRAWING 1C(D)800. w O Z PLUG EXISTING PIPE w � W O w����RAI 0 c� I i G G CAP EN i P CB TYPES 1 i �� GRT EL -12.9 rn �'� 10.0.30 ( ® SPECIFICATION SECTIONITH ' Co Z Z C4 Q ` � g < m Q \ j I 13 5 PN�� 7 / E 4 6' \ / S� IE OUT n �^ � �' �� 5343 N= ✓/ 3 �� 02060. REFER TO DRAWING IC(G)28 FOR GRADING O � CD O � % �/ 6" PERF PVC DRAIN _� Z +� i" / \ �\ SAP ENO �, N THIS AREA. J Q F_ / =14.00 / N 71791 '� s ( 6. FOR STORM DRAINAGE PROFILES, SEE O Z w in E`53261 DRAWINGS 1C(D)600 > cn \ % - THROUGH 1 C(D)601. PERFORATED AND SOLID WALL PVC DRAINS NOT PROFILED. / 6S \ _ •/ / / Oe / _ -� CB TYP 30 kg-- / GRT E =1 1.41 \16_ -__— \ / IE IN (N)-= ..9.85 \ �. 5 \ ( THIS AREA WAS UNDER CONSTR' 1CTION AT TIME OF TOPOGRAPHIC Z a N Y / � \ IE UT (W) 9.85 TRANSIT .,.. "BETWEEN E 53464 ! \ SURVEY. CONTRACTOR EXISTING IECONDITIONS p p E-1 Z 5 E 3Q as c PVC ` X15 PERF ND SnLlD WALL PVC DRAIN -' -14 N 71660 c, 4 1 _ ---1 / € PRIOR TO BEGINNING WORK. 105 LF 12" N -_ E 53366 1 6 15 13 —• �. LF 12 PERF PVC D� 4 M F 100 l / v: I C USE I - T - H � -COt� � _ �3 z IE F2 j 1 C��o N 71619 E r47 Il A W 0 03A Et — �- 22 n ` TA H _ OMM CONDUIT C Rug 16.54 15 _ 12 �� F 141 LF -12" PERF � PVC DRAIN -: -- — — J `� — — — 74 LF -12" PVC D IN - - - -- 1 - - \L — — JT ACCESS! a � � - RAIL\ -- +12 "w -- — — N 71.600 } c- a -- �15' 17 ' cp o N WATER TRANSITION BETWEEN EASEMENT 16\ �•i " IPI 15 1 a m a s TRANSITION- BETWEEN PERF AND SOLID WALL Pi/C DRAIN N 71602 E 53158 PERF AND SOLID. WALL PVC DRAIN N 71645 / E 53293 1 / i lk �' I 7 ` '� E, � IE = 12.7 \ AREA UNDER N 71568.5 53469.9 E CONSTRUCTION s 2 2 Of a '33 035 o a 6 38 40 c0 Q / / j I 1 =`42 4 45 o / _ 4 50 z m - J / 5 3 55 60 ° o \ ° 1 6 63 64 65 w w 71 72 73 74 75 KEY PLAN Z 20 10 0 20 40 say: NN O �FRE� wgsysc�'G� S. 1/2, SEC. 24, T. 23N., R. 4E., W.M. N o w s 2 lD S W P' ? ®saas®-r®--a®s®®a t BY (RECOMMENDED I FOR APPROVAL BY 1 ®® ® RECORD DRA'WINC INFORM ION COMPILED S ONOTCRESPONSIIB E FOROACCUR ACCURACY OR ss /ANAL �'7/1� COMPLETENESS OF CONTRACTOR'S RECORDS. EXPIRES: 06/05/'62 � ®a- sw- s- ®- ®® - - -s^ ; RECORD DRAWING ; �TFT o s------- ® ® ® ® ®- - ® ® ® ®' .®----------- - - - - -- ROLL # 167 bLANNtU UU1 41uuu a a u a z N U � (I ¢ @� z� S i t m E � U 3a Y u S ra N /w7 +L m u C� 0 0 O O 0 u U 0 0 N N / 0 O i v� �m Lu — 5I uiu I uc -Dvv i 1 L �u 3u O o NOTES: U FOR SURVEI' CONTROL - .l w INFORMATION, SEE DRAWING G4. 2. FOR DRAWING SYMBOLS, w BOEING SEE DRAWING G4. u 71,600 BLDG 25 -10 FF EL = 19.00 N i1.e,0o FOR STORM DRAINAGE NOTES, SEE DRAWING d wr U Z W a. o :2i LLJ wl QMii _ 'tea L'iQ ¢E-3 _ Q� ry � o CD Z LL, oQ O )zw :0� 1 - o � o O `� O c a� - m �, -,E - C T \ay 0 \ \ o N 71!600 \ \\ ol s \ \ \ \ N 71,600 10 N q 1 ABANDON IN PLACE -� —I E -6.37 B W — — — — — — — — — — -- _ _ — _ - 2 2 ru a a 33 035 O w 6 38 40 (o 0 ABANDON ' 1Ct 30 1C )800 \ \ _ e 0 42 4 z m 4 50 U 55 60 6 _;A4L 63 64 65 IN PLACE o v ° ID ° m ° 7 68 69 7() F71 71 77-T3 74 KEY PLAN Z 20 10' 0 20' 40 SCALE NONE O S. 1/2, SEC. 24, T. 23N., R. 4E., W.M. 'mays N N. 1/2, SEC. 25, T. 23N., R. 4E., W.M. Q g a o AS—BUILT 2 RECORD DRAWING INFORMATION COMPILED FROM CONTRACTOR'S RECORDS. LICENSEE �Sl0NAL IS NOT RESPONSIBLE FOR ACCURACY OR ' COMPLETENESS OF CONTRACTOR'S RECORDS. EXPIRES: oe /os /'oz SwP- 27—?7� B o_m-- m- ws-- ®®® ®® ® ®o RECOMMENDED BY i FOR APPROVAL BY ; 'RECORD ID IR A X11/ I IN is o Z A )nnn ROLL # 167 F- Y I a E m U i z� z� m F o s c 3 G C V1 7 0 m a 00 rn Y 0 0 00 O O O U i 3i �a ROLL # 167 FR1 41 rn 1/ NOTES. 1. FOR SURVEY CONTROL I Lc) _ �� cb i° f co 1 I INFORMATION, SEE DRAWING G4. 2. FOR DRAWING SYMBOLS, SEE DRAWING G4. CL I I I I / �/ ,� I I! ��r % ��� / i v 3. FOR STORM DRAINAGE NOTES, SEE DRAWING Z w w w w Q s If % �/ l / / II I /� � / 1 C(D)800, 4. FOR STORM DRAINAGE TRENCH SECTION, W ,z w Z 1 Qf Q � 10 Q 0 12" PERF PVC DRAIN I o ! / `� �/ f / i / / PERT PVC DRAT LOPE TRANSITION E= 11.501 I 5 SEE DRAWING 1 C(D)800. 5. FOR STORM DRAINAGE PROFILES, SEE DRAWINGS 1C(D)600 THROUGH 1C(D)601. Z w g CAP END I f / 71431 15 1 Q I z w O IE = 11.00 IN 71423 N 71,400 E 52699 Ii 1 ° �% r I I I I 7 L, E 63002 71,400 PERFORATED AND SOLID WALL PVC DRAINS NOT PROFILED. Lj o CL I PROPOSED STORM DRAINAGE COMBINED WETPOND DETENTION -POND DESIGN SURFACE EL -8.5 Q I I l / _ II / / ! /' ; / S l O 00 / / 17 FOLLOWING APPI.OVAL AND ACCEPTANCE OF PROPOSED STORM DRAIN- Z y'E 8E I / / I / ? AGE SYSTEM BY OWNER, ® F- a �' aw 'a z - i I i % / REMOVE 18" DIP AND FILL POND "B" PER DRAWINGS 1c(G)32 AND 1 C(G)33 �_ [:8:- IE OF 12" OUT (S) SHALL BE EQUAL TO m E rnE U I ` ! i I I POND °B" OR LOWER THAN THE IE OF THE INLET PIPES. RECORD IE ON RECORD • ` w / / - 18 --AB DRAWINGS. - -- w �° B I I PVC DR � IN � I a Q a iC(D)3 11C(D)800 eq j I war_P L L an a a co _ N 1 ) 1 D 3 1C 800 1 r I z 1 6 "SL I \ I I 4 rv, Q �Q� E 1 _: l I I I I I �17 I I 4 a e �l 10 N 3 a Y a CB TYPE 1 GIRT EL= 13.08 IE 12" IN(N) =9.70 I� 12" IN W= UNKNOWN (FIELD VERIFY) N 71.200 IE 12° OUTS = SEE NOTE N 71162 E 52706 63 LF -12" PVC o SD ® 1.00% MIN v I I I I n co I I I I I I I I I 1 I I M N N 1 rn n I^ I 2 I I I I A21 lo 4” R P S UTUET N 71157 I CB TYTE 2 -54" I = .5 E 2 89 GRTI =12.24 i N 711 3 U R Y LLS SL IE 6 N) =10.0 1 T !C 1��6" I S)=10. 0 E 5 8 7 IE 24" I J(E)=6.0 O� 'I I I IE 24" UT(W)=6 :00 I s o \I 1 ' I I N 7115 o 1 E 5294 I _.... ^\ N 7f „200 SD H ! RI^ = 13.6i� l6 I IE a' CP (E) -s?1� S E a° cMP \ A20 (sr I BO7 8' 8 FFLE = 6.26 Bo T. 6 8 FFLE = 6.2a cL 1IID =14.47 �\ IE IN((E =6.89 d IE INI,S� =9.75 I a l IPI 15 1 a ?2 as a X33 035 _4 w 0 �- o 0 m _ F 3` 38 40 1 __ 42 4 _ 45 -- 4 so 5 3 55 60 s 1 6 63 64 65 n THIS PIPE -NEVER FOUND A 711 7' °o 1 5 8 1 a M -4' R P SD C� (�.74% 155 LF - 24'" � 1 � IFNI IE OUT(W)=6.75 � N 71153.21 D 48% � E 53099.12 _ �7 6° - 69 70 71 72 73 74 75 KEY PLAN Z 2Q 1 0 20 4O SCALE: NONE O Ln I � h S. 1/2, SEC. 24, T. 23N., R. 4E., W.I. y � N 0 0 RECORD DRAWING INFORMATION ION COMPIILED FROM CONTRACTOR'S RECORDS. LICENSEE S /ONAL �oss®r�s®vsa�wr®w® ®' IS NOT RESPONSIBLE FOR ACCURACY OR Id° ®RECOMMENDED BY COMPLETENESS OF CONTRACTOR'S RECORDS. EXPIRES: 06/05/'02 APPROVAL RECORD A� i I - ®0- ®DRAWING W 2 2 BY I ®e ' ROLL # 167 FR1 41 0 � '^ u z U z� N c � ¢ m U z �^ z —` O m U I vm ' ¢a ov em I co rn N Y U 0 Cy) O O O Ln U O 0 / N O O i L �T- 0 0 0 C:,I ou ii; 7. L)AC, NOTES: 1. FOR SURVEY CONTROL INFORMATION, SEE DRAWING G4. I 2. FOR DRAWING SYMBOLS, w i I� 4.PJSFORMER SEE DRAWING G4. Y O / 1 Q , 3. FOR STORM DRAINAGE Z NOTES, SEE DWG w IC(D)800. U ' w �- PLUG EXISTING PIPE C w POr >- 4 IN ACCORDANCE WITH Q ¢ �/ SPECIFICATION SECTION w z 6 02060. = C) � Of I ! FOLLOWING APPROVAL Q in C.7 C I c o o AND ACCEPTANCE OF Z 1- / �1 PROPOSED STORM DRAIN- OJ 1- AGE SYSTEM BY OWNER, > REMOVE 18" DIP AND FILL I POND "B" PER DRAWINGS zw _ ETJ 7 6 i / I 1 C(G)32 AND i C(G)33. m ©THIS AREA WAS -D /� UNDER CONSTRUCTION AT TIME OF TOPOGRAPHIC j SURVEY. CONTRACTOR SHALLFIE D VERIFY - _ ao �o • PRIORNTOCBEGIINNIING WORK. o w Off' Y� o 3a % S E :o E E �N POND "B" v , I c 21 - POND A. W TER EL = 6.9 11: 53AM, 7119198 - POWER BOX W/ �_�� �" CONDUIT (NO LID) , ' .gg g 1 rn m O o O V - '.. - y - � W i `c. - / U j 17 W o- o .. o 1 10� N a �. t0 =� 0 : m y s .. o ; a 4' RIM 15.16 �i 15 �8 " 0 0� IE 24" RCP (N) = 6.76 IE 24., RCP (E) = 6.77 - _ _ 6r' a 10 - 035 a 15 76 EDGE OF PAVEMENT SUFI rE✓ ON JUNE 1998 � AREA UNDER CONSTRUCTION . — - - % - - -- ' O w 0I F- 6 p o 6 1 138 40 0`42 4 45 z m' 3 4 50 55 50 5 1 6 63 64 65 7 68 69 70 71 72 73 74 75 KEY PLAN Z 20' 1 0 20 40 SCALE: NONE O N ' S. 1/2, SEC. 24, T. 23N., R. 4E., W.I. N N. 1/2, SEC. 25, T. 23N., R. 4E., W.I. o o o rwp 27ro AS-BUIL w- a- rr t BY ' ®RECOMMENDED ' iFOR APPROVA! BY j RECORD DRAWING INFORMATION COMPILED i� FROM CONTRACTOR'S RECORDS. LICENSEE ASS /ONAL�1 IS NOT RESPONSIBLE FOR ACCURACY OR 731 COMPLETENESS OF CONTRACTOR'S RECORDS. exPiRes: oe /os /'oz �®m ® ® ®®- ® ®-eO ® ® ®�A 'RECORD DRAWING ; o -s7- ® ® ® ® ® ® ® ® ® ® ® ® - - --W. ROLL # 167 SCANNED OCT 4 2000 V 0 0 a z Li z z G N � FBI a z m 0 rn o. N J Y w i � ° U a° do oN O Lp 3 E- Q W a'a N �o F� C E � E �N y C_ 7 7' c C O y a� �3 $° o 6N o_j Q yg� a 03 x ti Ln x o z m' 3 0 0 Z p O O N w Ln U � O O z N N I o N o O o 0 C) IV 71,200 119 w JU OKJ Won BE. U Y W 0 O I -da Z U Z F- w �- r „ t5 O w CD Ljj cD V Z M N N. 1/2, SEC. 25, T. 23N., R. 4E., W.M. ema < Q Q � af W cm 0 i m Z � 2 �I X1.400 Q c N 7!,400 �0 N z0< A -, - �� ,.,. _ _ --.cm nrT 4 2000 —' �Ln KING AUNTY o SEWER EEMENr a 0 z.i a° do oN O Lp 3 E- Q W a'a N �o F� C E � E �N y C_ 7 7' c C O y a� �3 $° o 6N o_j Q yg� a 03 x ti Ln x o z m' 3 0 0 Z p O O N w Ln U � O O z N N I o N o O o 0 C) IV 71,200 119 w JU OKJ Won BE. 1 I SCALE: NONE i- k S. 1/2, SEC. 24, T. 23N., R. 4E., W.M. V N N. 1/2, SEC. 25, T. 23N., R. 4E., W.M. - Of -..- .. - W i m �I X1.400 4r w .=--= ®® ® ® ®® ®®® ®®O A -, - �� ,.,. _ _ --.cm nrT 4 2000 —' �Ln KING AUNTY o SEWER EEMENr a z.i w a- W a- I .� p Q ' I p 'VEGETATION AREA ti I ' CITY OF RENTON z RIGHT OF WAY -: —\ p Li del® I ® ® Eel I ~ ;. V) a7' O w I w. Ld w' -_ �- — 0 0 0 00 00 _z I, Il F Li c� J co 7 1C(D)34 1C(D)800 ® 1; I I N 71:200 i .. MHI I I NOTES: 1. FOR SURVEY CONTROL INFORMATION, SEE DRAWING G4. 2. FOR DRAWING SYMBOLS, SEE DRAWING G4. 3. FOR STORM DRAINAGE NOTES, SEE DRAWING 1C(D)800. 4. PERFORATED DRAINS NOT PROFILED. ROLL # 167 i N KEY PLAN 20 10 0 20 40 SCALE: NONE S. 1/2, SEC. 24, T. 23N., R. 4E., W.M. N N. 1/2, SEC. 25, T. 23N., R. 4E., W.M. - RECORD DRAWING INFORMATION COMPILED FROM CONTRACTOR'S RECORDS. LICENSEE �v - - -® ®saw ®- s� ®���. IS NOT RESPONSIBLE FOR ACCURACY OR t 1 COMPLETENESS OF CONTRACTOR'S RECORDS. eY °� ® ° ° ® ® ® ®^ c 22 c ASS /ONA�l EXPIRES: O6 /O5 /' RECOMMENDED ® ^—®- �_ ® ® iFOR APPROVAL BY i e RECORD ®RA�n/IN( TWP•�' ®2'r® 4r w .=--= ®® ® ® ®® ®®® ®®O A -, - �� ,.,. _ _ --.cm nrT 4 2000 ROLL # 167 i N S F V c w� z C � � m U 1 `z� N c" 1 F 3- p u W:J 6 �L T /w) Z m _ I rn ro J Y 0 O 0 U 0 0 cli cli IF > FA U Qo �o oN ®Z `E 0 3 a E a W �d U E Ln y �N C_ I C O+ C ey � F Q N a m m N 3 oY y Z I O V) w 3 As 0 Q 0 U � Swp•2' - ?',s�D ROLL # 167 BUNT TES: R SURVEY CONTROL ORMATION, SEE AWING 04. R DRAWING SYMBOLS, DRAWING G4. R STORM DRAINAGE TES, SEE DRAWING (D)800. R STORM DRAINAGE -NCH SECTION, DRAWING I C(D)800. R STORM DRAINAGE OFILES, SEE DRAWINGS (D)600, THROUGH (D)601. PERFORATED AINS NOT PROFILED. PLUG EXISTING PIPE ENTERING MH FROM NW IN ACCORDANCE H SPECIFICATION �TION 02060. ���ilLll® w L < ^ M o go � N I 8 � RECORD DRAWING INFORMATION COMPILED FROM CONTRACTOR'S RECORDS. LICENSEE i U W IS NOT RESPONSIBLE FOR ACCURACY OR COMPLETENESS OF CONTRACTOR'S RECORDS. 0. ----------- -- - - --w EXPIRES: 06/05/'02 BFOR APPROVAL BY i d ----------- - - - - -- Y �p Q A13 SCANNED OCT 4 2000 Z W boo � U Z d vs °o <N W p :E LLJ m 3 ° o L Q K r�7 LLJ z Ism"° p� -Z LLJ 0 F— < O W > LE UpU z z N L —°mry e ®J - (n _ I rn ro J Y 0 O 0 U 0 0 cli cli IF > FA U Qo �o oN ®Z `E 0 3 a E a W �d U E Ln y �N C_ I C O+ C ey � F Q N a m m N 3 oY y Z I O V) w 3 As 0 Q 0 U � Swp•2' - ?',s�D ROLL # 167 BUNT TES: R SURVEY CONTROL ORMATION, SEE AWING 04. R DRAWING SYMBOLS, DRAWING G4. R STORM DRAINAGE TES, SEE DRAWING (D)800. R STORM DRAINAGE -NCH SECTION, DRAWING I C(D)800. R STORM DRAINAGE OFILES, SEE DRAWINGS (D)600, THROUGH (D)601. PERFORATED AINS NOT PROFILED. PLUG EXISTING PIPE ENTERING MH FROM NW IN ACCORDANCE H SPECIFICATION �TION 02060. ���ilLll® 20 10 0 20 40 SCALE: NONE J. Sc� S. 1/2, SEC. 24, T. 23N., R. 4E., W.M. aRF'Y y N N. 1/2, SEC. 25, T. 23N., R. 4E., W.M. ' RECORD DRAWING INFORMATION COMPILED FROM CONTRACTOR'S RECORDS. LICENSEE a�istE lv sslOMAL� ----------- - - - - -® t BY ' (RECOMMENDED — ® IS NOT RESPONSIBLE FOR ACCURACY OR COMPLETENESS OF CONTRACTOR'S RECORDS. 0. ----------- -- - - --w EXPIRES: 06/05/'02 BFOR APPROVAL BY i d ----------- - - - - -- o RECORD D R A W i N C A13 SCANNED OCT 4 2000 a z N� c zM C V u L z o n li � Iz 6. o� m: a oo rn .0 N J Y 0 0 r7 O 0 U U i o tV o' o N E3 ' 1{ U ao - V 4 )3 \ \ IE= 5 , N 71 9 i 49� , \_ o° I 1 52890 o UARRY PALS v 5 w 2" THIC �t r 1 I I I I I I NOTES: �.�..� 1. FOR SURVEY CONTROL INFORMATION, SEE 52 3 0 � I I DRAWING G4. CJ Y w � < O Q o_ Z �o IN 710 aj� \ A•�� `A �E 282 C° V A co \ 092 H \ \ E\ 5 29 \ ( 140 L - 24," RC SDI 0. r' `� PRO OSED S +ORM ' �� �' �' -� V DRAT AGE, CO 61NED \ �, WETP ND /DET�NTION ` FOND `DESIGN S ` SURFA E EL =B: 1 1 8 2 \ \ \ z N I ° I � v d 2. FOR DRAWING SYMBOLS, SEE DRAWING G4. 3. FOR STORM DRAINAGE NOTES, SEE DRAWING 1 C(D)800. wr ` \ 707 \ I _ I 4. FOR STORM DRAINAGE L w �- O w W c7 I� cn Q ¢ M MH TYPE 3 -54" j y� pRAI N '' LID EL= 13.43 \ 6. 0 \ IE 12" IN(N) =' \ 1p 9 \ FIELD ADJUST 86 rn \ 6 4 t \ Y SMALLS 2 TIC \ \G \ 6 \ \ol 71.6 ( 3C \ \ CB TYPE 30 GRT EL =111 .79 n IE IN (SE' IE OUT( N $10.0 00 I I li 1 TRENCH SECTION, SEE DRAWING 1C(D)800. 5. FOR STORM DRAINAGE w z z � Q Q Q. U � � — Q 0 IE 24 OUT(E)=6.20 \�71` , \ 4 N 71098 \ E 52697 TRANSITION BT \ \' =7 9 \CC�I \ \ \ \ \` N 7106) 1 E 53099 I N Igg �F\72 PROFILES, SEE DRAWINGS 1C(D)600 CCU Z w M Q 0 Cn w PERF AND SOLI A L \ E 2 7 \ \ PVC DRAIN \ \ � DIP SD O LET N 70991 �,, \\ \ 9 IE = ?.50 \ E 52788 \ \ N 71053 \ \- c� ��� 'E 528\84", _ P 6 \ 1 �2„ l PeRF pVC s ORq� N AND 1C(D)601. PERFORATED AND SOLID \ ^J ^LL PVC DRAINS NOT PROFILED. Z w - 1� Q O co w a a � Q \ l Oc \ �'s\\ \\ o \ > \ 037 _ \ \ E. 29 8 - 6 \ ol 0° ;` 6 PIPE SHALL BE LAID UP GRADE FROM OUTFALL "D2 ". PIPE SHALL BE INSTALLED 1-3' TALL o \� � CONCRETE WALL m \\ \ � WITH BELL ENDS UP GRADE. FULL 20' LENGTHS OF PIPE SHALL BE PLACED STARTING AT \ \ POINT "D2 ". PIPELINE 0 0 6• \ y -' \ \ 2 5 L F -6" PV DRAIN PER \ N 71,000 SHALL END AT POINT D1 WITH A BELL END. �,.� Y -_ ... . N 71,000. \ \ �, CONSTRUCT BULKHEAD AT "D?" O O of� C~ a V W as - \ \. '" _ 12" pE� \ \\ 0.1 B4 LF 7 =' / \� \ \ POINT PER 02722. ED ALONG P PIPE LTOBTOP OF PIPE WHERE PIPE IS EXPOSED \ \ \ < vD o\ s 6" PE F PVC DRAIN �AP E 'S =12.5 D N\7096 E 53069 o ' CONCRETE WALL PVC DRAIN CAP END 12 12" PVC DRAIN N 70971 IE =6.00 �• �. ffAIL z Q a = E' S�707 N 71035 E 52876 / 10 N a a P 11 a v ` --- _ _- ___ - -__- D1 _ --165 / 1� s m e CB TYPE 1 LID EL =16.07 ,' 48" DIP S© INLET IE -3.25 -16 1 18 " E IE IN(S)= 11.45 IE OUT(N) =9.00 N 70918 E 52888 N 70890 E 52932 8" IRR DIP 2 2 a Itt 33I 035 - 16 _. 16 O O (0 p O .6 38 40 1 ''42 4 45 z ¢� 4 50 5 3 --5 55 5 60 1 6 63 64 65 PP O Oe �� z' 0 oa o 16 7 68 69 N 70,800 F• cli P � N 70,800 71 72 73 74 75 KEY PLAN 20' 10' 0 20 40 SCALE: NONE z O S. 1/2, SEC. 24, T. 23N., R. 4E., W.M. AS ----- BY B U L a ® ® N N. 1/2, SEC. 25, T. 23N., R. 4E., W.M. o 222 `. CONTRRACTOR'S INFORMATION SF RECORDS. LIC ENISEDE sS /ONAL C' IS NOT RESPONSIBLE FOR ACCURACY OR 731 0 - COMPLETENESS OF CONTRACTOR'S RECORDS. ExPiaES: oe /05/'02 I RECOMMENDED FOR APPROVAL BY ^---- w------ - - - -ate 'RECORD D R A W I N G, I - L A )nnn ROLL # 167 d � u N � � � o 1 z= oo <o 3 Y w w � a a' '^ z Vl o m r� 0 �r O 0 0 0 0 N N N 0 0 0 I % IQa r3 Iea a° 0 ROLL # 167 SCANNED UL;1 4 LUVU o 0 NOTES: o lci o o W° $U w w 1. FOR SURVEY CONIROL a w I INFORMATION, SEE DRAWING G4. 2. FOR DRAWING SYMBOLS, U W POWER Box W'/ 2" CONDUIT - SEE DRAWING G4. p (NO LID) 3. FOR STORM DRAINAGE I NOTES, C D800. DRAWING u U z 4. PERFORATED DRAINS 4 g LLJ O t NOT PROFILED. U 00 L'-) Q Q r7 1 12" PVC WYE N 71002 - w E" z � Q z C Q � E 53246} 0 U' BASE W/. LIGHT POLE Of Z W O rn Q )Iz Cn w �w< %S N ° �o [z Z ^ O Y� ` N 71000 , N , O 3 7 - -. .2 wi E- � W as �c U rn ` — IRRICATION CONTROL l -ALVE (TYP.) D N m E E 73 �N -BASE W/ o� 2ps LIGHT POLE ABC A��� 7s O�qi ti 12" PERF PVC DRAIN PA VEMEN T o CAP END s" N IE =12.75 5 Q N 70874 E 53407 3 0 T woo � d w� R o �s n p N. titi •a, CONC. SLAB I N U 12" PERF c2 k.'l a PVC DRAIN CAP END IE =12.75 � 0 o o N 70809 E 53311 CONC SLAB X42 4 4s 0-11Qp 3 4 511 50 —55 60 m i 76 °o o° 1 6 63 64 65 71 72 73 74 75 N 70,800 w KEY PLAN z %0 10 O 20 40 SCALE: NONE O I cr S. 1/2, SEC. 24, T. 23N., R. 4E., W.I. ti N N. 1/2, SEC. 25, T. 23N., R. 4E., W. I. o AS B U LT RECORD DRAWING INFORMATION COMPILED I FROM CONTRACTOR'S RECORDS. LICENSEE rs /0 L IS NOT RESPONSIBLE FOR ACCURACY OR 5wP- 27 f RECOMMENDED eY I FOR APPROVAL eY 8=---- COMPLETENESS OF CONTRACTOR'S RECORDS. EXPIRES: 06/05/'b2 o ^ ® ° °- ® ° ° ® ®— ® ° - ® — °^ 'RECORD E C O R D D R A W I N Ci ;� z Z -27M ,-------- - - -- -' ----------- - - - - -- ROLL # 167 SCANNED UL;1 4 LUVU i C u � I � m U N CN tl � 1 4 c0 c U T/1 z C--- a c9 N J Y U 3 C 0 U O 0 N N / N O O 0 ROLL # 167 SCANNED UCT 4 4UUU a. NOTES: 1 . FOR SURVEY CONTROL INFORMATION, SEE 1' DRAWING G4. 2. FOR DRAWING SYMBOLS, U Y SEE DRAWING G4. w - a-� �i I _ I F rRIIMMH� 6.11 i 3. FOR STORM DRAINAGE NOTES, DRAWING z 9H w� g 0SEE U � w O IJ CD cn I I • L4D CONNECT EXISTING STORM DRAIN TO w w I Iz II MANHOLE. MATCH Q C(DR (D MATERIAL. EXISTING L FIELD VERIFY INVERT v Q < U p i ( E ELEVATION. U o I ° ° - S. PERFORATED DRAIN) O U U NOT PROFILED. Z w I o w a _ O z ; z LLJ Q co O o w KING COUNT pm o SEWER EA�I o > j W� � H _ W I, Q O CITY OF _RENT0�1 0. N 71,000 Y' C) 3Q o I RIGHT OF WAY - -I W a s o rlE-- I I- - I I MH TYPE 3 -48., ° ° } 16 - _ - 4 I LID EL-14.00 IE INW =10.80 _ v; �I � � .. ,y '1E INS) =10.50 t0 tF -12' IE OUT (N ) 10.00 CL s WATER r RCP SD N 70928 E 54190 1 s VAULT x 6 INV = 10.86 12 CP E. 0 a ` s 6" CW I W- INV = 1 1 .54 19 C T N TELEPHONE IRISER I _ a ( o N m INV = 1 1.79 12' 1 S. 254 LF -12" PERF IPI 5 y 1 03 a W -1/2" W m PVC DRAIN s 2 2 Q wo 33, 035 38 40 _. _. ..: d ... 142 ° 4 45 FIN' _ Q I - 4 50 J HH TELEPHONE IRISES TEL�PHOIJE RISER I I 3 55� 5 60 U°o 0 117 63 64 65 68 Gy 70 N 70.800 W w.- - W - W- W �- :; w N 0,800 71 72 73 74 75 KEY PLAN Z 20 10' 0 20 40 SCALE: NONE g I S. 1/2, SEC. 24, T. 23N., R. 4E., W.I. 3 N N. 1/2, SEC. 25, T. 23N., R. 4E., W.I. ._ sea ............. ®. ®r BY ' (RECOMMENDED s iFOR APPROVAL BY i RECORD DRAWING INFORMATION COMPILED c1 s FROM CONTRACTOR'S RECORDS. LICENSEE �SrONALC` IS NOT RESPONSIBLE FOR ACCURACY OR COMPLETENESS OF CONTRACTOR'S RECORDS. EXPIRES: 06 /05/'02 .• ®� ®� ® ®�-�- ®- ®- ® ®® j RECORD DRAWING � ------- ...... ROLL # 167 SCANNED UCT 4 4UUU � I c o, m m� F o 0 c z N zx 4c L L z T� z v1 0 m 0] a a m Y c� 0 0 0 U / N O 0 CD d �Ih o NOTES: o �gU 1 FOR SURVEY CONTROL INFORMATION, SEE DRAWING 04. i 2 S, - u SEE DRAWING G4��B0' W w Y 3. FOR STORM DRAINAGE Cl 1C0(D)800EE DRAWING w - 4. PEORFPROF�LEGDRAINS w w :�E W [) Q ¢ 0 cn z �. ctf I � L7 Ld zW C!7 - u OQ M w (Y < V) i N �ieoo . W Lu z a N I � > �1� a � u 31 ,00 0 - o ° � Z p �` a �W a E- W as j 'C 1 q �'N 111 J 6(D(D)$00 n i 33 H / � a S z 1� l /a9 ' '�� -,.- A21 ¢ e5 _-r S - U) Q ~ 3 m Ws s o� ti � 7` �.18 n a 15 L� X33 �I o35 4 45 N o O I ,`42 z m 4 50 5� 3 - D �5 _ 60 G 7 63 64 6a 6.. _J - /0 o u ro 73 74 i1 KEY PLAN 20 10' 0 20 40 SCALE: NONE EY J• SC S. 1/2, SEC. 24, T. 23N., R. 4E., W.M. ! z > N. DRAWING INFORMATION COMPILED ' R ' C , N 4 o 0 —BU L RECORD FROM CONTRACTOR'S RECORDS. LICENSEE S /ONAL �s- r- sa ®-- ---- -r - -s' IS NOT RESPONSIBLE FOR ACCURACY OR 7,�ioa oRECOMMENDED By COMPLETENESS OF CONTRACTOR'S RECORDS. ExPIRES: 06/05/'02 oFOR APPROVAL BY ®®® ® RECORD DRAWING ZSi1YI��'!� pp�� r =Tj® `ras ®®� ®o ® ®®®s ®_®o ®e a ®®sr®m®n - ms e®er ROLL # 167 -- 0, D O 3 0 N O O Ln U O O N O O i O i TAP = i5 I V — 1 5 S P CF 1 S "N. 7kl T a � Q r P E u1P� P�r' ENV 1 °.85 E" PVC N. - Ijv 14. 6 PVC f r/ — 1 4.77 4' PV._ ;NV = 14.77 P i j arc v; ROLL # 167 NOTES: 1. FOR SURVEY CONTRC_ INFORMATION, SEE DRAWING G4. 2. FOR DRAWING SYMBOLS SEE DRAWING G4, 3 FOR STORM DRAINAGE NOTES, SEE DRAWING L(D)800. 4,FERFORATED DRAINS NOT PROFILED. /4 j' �� -> ?ro �z u SCANr o OCT 4 2000 I U Q0 lz =80 ° z n- t3m0W ;_.J o v^ W Q =�LL m` Z cC-3 U Q Q:f r�- <5 0 W [ > OQ z� 7 a' �Zw� j ff. .mo a a_j J i v'6 o i ;Tr 1 z N E- 3a 3 G rE-, rW4 a s V 1� rno L a N u m �N W °� a \ li D O 3 0 N O O Ln U O O N O O i O i TAP = i5 I V — 1 5 S P CF 1 S "N. 7kl T a � Q r P E u1P� P�r' ENV 1 °.85 E" PVC N. - Ijv 14. 6 PVC f r/ — 1 4.77 4' PV._ ;NV = 14.77 P i j arc v; ROLL # 167 NOTES: 1. FOR SURVEY CONTRC_ INFORMATION, SEE DRAWING G4. 2. FOR DRAWING SYMBOLS SEE DRAWING G4, 3 FOR STORM DRAINAGE NOTES, SEE DRAWING L(D)800. 4,FERFORATED DRAINS NOT PROFILED. /4 j' �� -> ?ro �z u SCANr o OCT 4 2000 V I O V., U NS J Z x u 1 < r U L C x V1 Z m Ln I 2 30 r N Y C7 0 N O O U / N 0 0 0 ROLL # 167 � NOTES: I 1.FOR SURVEY CONTROL INFORMATION, SEE DRAWING G4. FOR DRA`.NINO SYMBOLS, i SEE DRA N 1,1-, G4_ 3. FOR STORM D`FAINAGE DOTES, SEE DRAWIN(, I,- 0 4. PERFORATED DRAINS NOT F'ROFILEi)- H- W d Q C, CL 4NEY PLAN 20' 10' 0 20' 40' SCALE HONE % °o °o L� Z r) '.. d�W ci2 L� w Ij Q Ln .a Ij (f) 0 Q RECORD DRAWING INFORMATION COMPILED W Q z ovp E z () Q Q iFOR APPROVAL ev 'RECORD DRAWING; 0 sCANNEC OCT iL J H Q ry + U 0 3: O - Z W : N -0� m 0 a ® V) 2 30 r N Y C7 0 N O O U / N 0 0 0 ROLL # 167 � NOTES: I 1.FOR SURVEY CONTROL INFORMATION, SEE DRAWING G4. FOR DRA`.NINO SYMBOLS, i SEE DRA N 1,1-, G4_ 3. FOR STORM D`FAINAGE DOTES, SEE DRAWIN(, I,- 0 4. PERFORATED DRAINS NOT F'ROFILEi)- d 4NEY PLAN 20' 10' 0 20' 40' SCALE HONE I N� S W y6� S. 1/2, SEC. 24, T. 23N., R. 4E., W.M. ,��_,�- N N. 1/2, SEC. 25, T. 23N., R. 4E., W.M. 32zzz RECORD DRAWING INFORMATION COMPILED LT FROM CONTRACTOR'S RECORDS. LICENSEE ------ sv ®- e ®oo - -0-- IS NOT RESPONSIBLE FOR ACCURACY OR BY COMPLETENESS OF CONTRACTOR'S RECORDS. 1RECOMMENDED , --------- m ®vs —m.e . exPiees: oa /os /'oz , — iFOR APPROVAL ev 'RECORD DRAWING; sCANNEC OCT ti ol n a U sw O - Q() w F. N N 1 z9� N F w U 1 3ti Y � a z 0 m 00 r 0 c uU 0 i 0 N 0 0 FROM ° M CONTRACTOR'S RECORDS. LICENSEE o -- - --- IS NOT RESPONSIBLE FOR ACCURACY OR 8 e COMPLETENESS OF CONTRACTOR'S RECORDS. RECOMMENDED ®Y ws a a - ®®m BY ORD ®rppwAAs ®a ®®s EXPIRES: 96/05/'02 j7-,a7.ft - ...... . .... A-S - B U LT I *�� --- mmm— .. BY** ............ fSA V °FQR APPROV �� o.... ............. ......... ....... vI o ........... i C(D'6 � oo C9 1001 ib.L,wu aw o " k .......... ...... ... ............... ... ...... ... ........ ...... ........................ ............................... ...... ... ..... ...... .................................. ............................... ........... ... ............. .......... ........... .. .............. ....., ..................... ..... .:... .....:.........:.........:.... ....:.........:.........:..... iQ ........ ..... :...... ..:. ... :... ......: ..... w w Z LEGEND: W Ld w z I � v~j N . a O - _ _... .... ... Qw ..W .... �4.......�L....� .. ......... .... ....} Q.... Q�a ......... ....... �w ....... J w w z . z.... ......... - - -- EXISTING GROUND .gam .... U a o nII r a N cn n j w w PROPOSED GROUND w CL r z J fy ¢ ` w w � � 1Z 1Z - Q (D Q C� : 0 a_ O c Z c .N It - : NMJ: Q W Z. .w. �. — �O 2iH J.Z. Z.... D zG� J.Z. W Z. : ... .. ........ a = a. Qa .. .J .O..... a Q .. = ......... N r ....... .�' .. ..Y Y N 0... U... �� <z Qz N " w Iti.1 ¢ cc) LL a : NOF-¢: N W ma ¢ a (n >. ) co 0- Na: : d(n �F r7 'Z (n : : 0 -D : N Z __ J : a _ a : : W - - 00 CO a :I.N : 0.- - .... ..:5. ....U.� w ... :..... .:... ......g�� ....... :.... ..:.........:........ g.�._,.. .:... .. :.........:. ¢00 ¢wU) ...... �:... J- ............_........ ...... ..... .. w CL- . . . 1.5 .... ..... . . ... . . .. 55 ° cn ¢ C.D 0 p - -_- I.I j j -- -- - - - - -- ems olf s = W TRENCH DAM fPE.R.PLAN... wY i 19 i 77 ¢ �, ... .....:..1.0..... ....... .... . ...... .: :..... ...:.. ..................... ...... .........10...... ... 1.4 I. .. .............. � ..........:.. ......:.........:....... .:...... ..:. O... �DESIGN. S.. =.8.5 .: .. . ..' ....... LLJ D �I 10 ..... DESIGN :..... ..... i ..:........ :.....,...,... .. ..: . i:l --.— IL �< -- - 0 V-_ -� I -PLACE QUARRY O I I 5 i _ SPALLS :PER PLAN z v ... 5 ..... .........:. �: ......... .. ....:........- ........ .. .. .. ......... ............ - -.�.. . ........ ...... .... ........ o o .. °o. ....... ...... -mom .... ............. ...... ....... .... ... ....... .. . .. ... ....... . a:.... �a°o rnco o °p °o o� 0 o O (/l X D c0 �. r r O w II If II :II II 0 a � r .......:...0 ..... .........:........ .. ... .... ........ ..:.........:......... ......... ......... ........ ....... n w f- .a....... z.....�......... ................... Z -- ......... ....... ..... ... .......zz. Ld z.�......... vi ....... L... p z 0] W .ziJ N N `. N N Ln n° o ° II w it II -II w w. 0..� �.. ..p ...... ......... .........z.z z o� .:.... ............................... ti........:.........: www w - -. - ww 155 LF 24" RCP - - ww - - 68 LF 24" RCP ....... ... ... _ .. . N ......... ..................... .......:........ ....... SD @ 0.48% SO @ 0.74% " CD o' 41 LF 60" DIP w _ 1;42 LF 24'' DIP (TYP: 4 PLC'S): w: 5 0 5 10: [� �a SD @ 0.61% o SO @ 0.00% �il w( f 170 LF 48" DIP �/- w � SID 0.44 D @ % Wa a ..... ...:......... :......... '..... .... ........... ........ ...... ...... .....:.........;...... ..... ...... :.................... ...... ............ ....... ...... ...... .............. ....... .:..... ..:.........;........ w w w .........:.... ..... .....:........ ........ .. w w EXISTING 36" E ............................... PROFILE STORM DRAINAGE PROFILE . .......... ......... :........ PROFILE STORM DRAINAGE PROFILE T o SD @ 0.29% mE PVC DRAIN @ 0.27% INLET Al TO OUTFALL A3 MH A20 TO OUTFALL A22 o N ........ .. :......... ..SEE. DRAWING. .IC(D)27.............. .:..... .... .. ..... ...... ...... ...... .... ...... .:......... ....... ... ... ....SEE. DRAWING. .1.C(D)32..... ........ .... :. ... .. o B C1 ` 27SO a FROM ° M CONTRACTOR'S RECORDS. LICENSEE o -- - --- IS NOT RESPONSIBLE FOR ACCURACY OR 8 e COMPLETENESS OF CONTRACTOR'S RECORDS. RECOMMENDED ®Y ws a a - ®®m BY ORD ®rppwAAs ®a ®®s EXPIRES: 96/05/'02 j7-,a7.ft - ...... . .... A-S - B U LT I *�� --- mmm— .. BY** ............ fSA V °FQR APPROV �� o.... ............. ......... ....... ........... aw o " z w ..................... ..... .:... .....:.........:.........:.... ....:.........:.........:..... ........ ..... :...... ..:. ... :... ......: ..... w w Z T D- We � v~j N Q a O - _ j . ......... °: .... � ......... o . �w ....... J w w z . z.... ......... _y: .gam .... -Jn �o. .._. Q�..... g.�... : NZ_ : : : NMJ: MMJ : : ��m : : ��' N0- : ate: a- (n 000- : U:W~ � U Ww U WW — — — — -- - .... ..:5. ....U.� w ... :..... .:... ......g�� ....... :.... ..:.........:........ g.�._,.. .:... .. :.........:. ?.?.... ..... .:... .:. ... ............ - - - ... ..... ...... ...... �:... .......................... ............_........ ...... ..... .. 03 I.I wY W' i I..I... .. .... ....:0. .. ..I -� . ..' ....... .:............. .....:....... ... , ..................:........ 10 ..... ...:...... DESIGN W:S:= &.5.:........ :..... ..... ...: ........:...... ..:........ :.....,...,... .. ..: . i:l --.— ------- - - - - -- - - - -- - 5. n �I.�..... ...... ... ... ..... .......... ..... ................5..... .... ..... ....... . ......... ... ........... ....... .... ............. ...... ....... .... ... ....... .. . .. ... ....... . a:.... 0 o O (/l X D c0 �. r r O w � r N z 0] W .ziJ I 11 : : : : 06 II II is Ln 0..� �.. ..p ...... ......... .........z.z z o� .:.... ............................... Wiz: .:..... .........................0..... z"z'. ?....... ................ ...:.........:................ ..:....................... N ......... ..................... °m Mro w _ w: 5 0 5 10: N° N o �il w( f 170 LF 48" DIP w � SID 0.44 D @ % 20' 10' 0 : 20' 40' w w w - - - 70 LF 12" RCP w w w 91 LF 18" PERE w w EXISTING 36" .................................................................... ............................... . .......... ......... :........ o SD @ 0.29% PVC DRAIN @ 0.27% :CMP SD P ROFILE STORM DRAINAGE PROFILE PROFILE STORM DRAINAGE PROFILE B C1 TO MH :C3 INLET D1 : TO OUTFACE D2 z SEE DRAWING 1 C(D)35 SEE DRAWING 1 C(D)37 R DRAWING'I INFORMATION PILED �'. ' COM..... .. D a sSfE FROM ° M CONTRACTOR'S RECORDS. LICENSEE o -- - --- IS NOT RESPONSIBLE FOR ACCURACY OR 8 e COMPLETENESS OF CONTRACTOR'S RECORDS. RECOMMENDED ®Y ws a a - ®®m BY ORD ®rppwAAs ®a ®®s EXPIRES: 96/05/'02 j7-,a7.ft - ...... . .... A-S - B U LT I *�� --- mmm— .. BY** ............ fSA V °FQR APPROV �� ROLL # 167 FR! 52 F ®0 W a FzN u F m � 3a m u a Z 0 0 m N a° do ° N wz y� O p 3 H a E- W as Q�w rn o aE ,E �N a� a ff" z = o� a 4 a 3 o s - a a a 0 o w a x 0 c c� 0 0 0 00 U 0 / 0 0 N 0 0 o SUBGRADE ELEVATION. FOR MATERIALS OVER SUBGRADE SEE DRAWING 1C(G)800. BACKFILL MATERIAL PER SPECIFICATION 02225 w ACTUAL SIDE SLOPE BY CONTRACTOR WARNING TAPE _ !!!!!!!! ! m BEDDING MATERIAL FOR RIGID PIPE OR o 0 b � 0 r U OPERATIONS. TRAFFIC FLOW AND PROTECTION OF OF FABRIC WITH 6" MIN GRAVEL Y w �n BEDDING MATERIAL FOR THERMOPLASTIC RESPONSIBILITY. <� a- J z g w uz ACCORDANCE WITH SPECIFICATION 02225. X88 dm °m � w LLJ � AS REQUIRED FOR THE PROTECTION OF ADJACENT t3�Ow 0 l�J� v` ° ' O O Ld ¢ ~ 1C(D)27 o va Q ZLWi�J 0000 �m Ug ¢� Q 0 zw C� N FLEXIBLE PIPE U iCD37 IL o U O d IL �ZwU z w I- Cn L mL` �0 � F ®0 W a FzN u F m � 3a m u a Z 0 0 m N a° do ° N wz y� O p 3 H a E- W as Q�w rn o aE ,E �N a� a ff" z = o� a 4 a 3 o s - a a a 0 o w a x 0 c c� 0 0 0 00 U 0 / 0 0 N 0 0 o SUBGRADE ELEVATION. FOR MATERIALS OVER SUBGRADE SEE DRAWING 1C(G)800. BACKFILL MATERIAL PER SPECIFICATION 02225 w ACTUAL SIDE SLOPE BY CONTRACTOR WARNING TAPE UNDISTURBED SUBGRADE - 6" MIN 6" MIN TRENCH MAX WIDTH 36" (WHEN D< =15') OR 1.5D +18" (WHEN D = >18 ") STORM DRAINAGE TRENCH NOTES _ !!!!!!!! ! y!'!i iii BEDDING MATERIAL FOR RIGID PIPE OR BY THE CONTRACTOR TO SUIT HIS CONSTRUCTION REQUIRED BY W.I.S.H.A. PER CHAPTER 296 -155 WAC. OPERATIONS. TRAFFIC FLOW AND PROTECTION OF OF FABRIC WITH 6" MIN GRAVEL ADJACENT PROPERTY ARE THE CONTRACTOR'S BEDDING MATERIAL FOR THERMOPLASTIC RESPONSIBILITY. REPRESENTATIVE PRIOR TO PLACING FILL MATERIALS. 4z !!!!!! ACCORDANCE WITH SPECIFICATION 02225. PIPE 4" MIN ii AS REQUIRED FOR THE PROTECTION OF ADJACENT Q� PROPERTIES AND IMPROVEMENTS. WORK BEDDING UNDER 6" 1C(D)27 0000 PIPE HAUNCHES FOR 0 1$( 32 FLEXIBLE PIPE UNDISTURBED SUBGRADE - 6" MIN 6" MIN TRENCH MAX WIDTH 36" (WHEN D< =15') OR 1.5D +18" (WHEN D = >18 ") STORM DRAINAGE TRENCH NOTES I 1. THE TRENCH WIDTH AT THE TOP SHALL BE DETERMINED 3. TRENCH SUPPORT SYSTEM SHALL BE USED WHERE BY THE CONTRACTOR TO SUIT HIS CONSTRUCTION REQUIRED BY W.I.S.H.A. PER CHAPTER 296 -155 WAC. OPERATIONS. TRAFFIC FLOW AND PROTECTION OF OF FABRIC WITH 6" MIN GRAVEL ADJACENT PROPERTY ARE THE CONTRACTOR'S 4. TRENCH SUBGRADE SHALL BE APPROVED BY OWNER'S RESPONSIBILITY. REPRESENTATIVE PRIOR TO PLACING FILL MATERIALS. UNAPPROVED SUBGRADES SHALL BE CORRECTED IN 2. THE HEIGHT AND THE SUPPORT OF THE VERTICAL ACCORDANCE WITH SPECIFICATION 02225. SECTION SHALL BE DETERMINED BY THE CONTRACTOR SCALE: NONE ALONG TRAIL /MAINT ACCESS 1C(D 22 1C D)800 Ln AS REQUIRED FOR THE PROTECTION OF ADJACENT 5. OWNER'S REPESENTATIVE SHALL DETERMINE IF 12" PROPERTIES AND IMPROVEMENTS. CRUSHED SURFACING BASE COURSE IS REQUIRED. 3' 6" 2' MIN FABRIC OVERLAP Z TRAIL MAINT co - �� nrrrcc PERFORATED STORM DRAIN, SIZE, AND IE PER PLAN. PROVIDE AT LEAST 6" GRAVEL _ �_ PLACE GEOTEXTILE FABRIC PER - 7 AN COVER WITH RAVE - � 02 _2 D GRAVEL DRAINS OVER I 1 BACKFILL FOR N / _ ° \ �gACKFILL FOR DRAINS. WRAP FABRIC TOP OF PIPE AND FABRIC - � o SECTION STORM DRAINAGE TRENCH K A SCALE: NONE TYP iC(D)800 MATCH EXISTING GRADE AT LIMITS OF CLEAR AND LIMIT OF 12" DEPTH CLEAR AND GRUB GRUB AREA PER DEMOLITION PLAN FINISHED GROUND LINE 3' MIN FILL WITH S1, UNLESS FABRIC OTHERWISE NOTED ON z OVERLAP o GRADING PLANS 0 L II [=-I f1=- ? 0 w ]IF-0 II;;;;,,, yam, , TIE I II- I ,,,,,,,, ,,, a ,,,,,,, =J1- 111= 1;;;;;;;;;;;;;, n.. �o II�II =1' II= III =111 = III - - III - TIIII i --III �.i1II! -- 1:11 :II:I -1:1 =m :.... I !,!I:,-, 1 % :% :% :% :::';;:::% , : ; ` ue l I .......... . 1 -;IIlr I= I I ==!1 = =r _I 11={ I H L= III -III- , , , , • , • - III - III -! -III -III - T �'- EXISTING IIIHII- III- III =III -_ lll= lil - "'- i I1 =I I I -I I I =I I I-I I I -111- - III - III = III =III- GROUND - " -TI- III - III II� III= 1T_I =1il= LINE IIIIIiiIIII IIIIIiIIIII it n= 11 =�11= IIiIIIIII llI -III IIIIII -" PERFORATED STORM DRAIN, SIZE, AND IE PER PLAN. PROVIDE AT LEAST OF 6" GRAVEL BACKFILL FOR DRAINS OVER TOP OF PIPE AND FABRIC. NOTE: PLACE ADDITIONAL GRAVEL BACKFILL FOR DRAINS AS AS REQUIRED TO LIMIT THIS DIMENSION TO 3 FEET. � o EXTEND INTO o UNDISTURBED v SOIL (TYP) ^ ? w LOCATION } PER PLAN N 24" SD (TYP' --------------- - - - - - - - - - - - - - Z w 2' MIN CDF TRENCH DAM cn LIMITS OF CENTERED IN TRENCH f PIPE SECTION DETAIL J TRENCH DAM 1 SCALE: NONE iC(D 27 iC(D)800 FOLLOWING 12" CLEAR AND GRUB, PLACE GEOTEXTILE FABRIC (PER 02722) AND COVER WITH GRAVEL BACKFILL FOR DRAINS. WRAP FABRIC OVER TOP OF PIPE WITH 3' MIN OVERLAP. COVER UPPER LAYER OF FABRIC WITH 6" MIN GRAVEL BACKFILL FOR DRAINS. SECTION PERFORATED DRAIN TRENCH ( SCALE: NONE iC(D 22 1C(D)800 1C(D)23 1C(D)37 iC(D)27 iC(D)38 iC(D)28 iC(D)39 iC(D)30 1C(D)40 1C(D)32 1C(D)44 1C(D)34 1C(D)45 swP -47 - -vto 1 C(D)35 CDF TRENCH DAM R 0 T # 167 2' MIN (TYP) LIMITS OF UNDISTURBED NATIVE MATERIAL /TRENCH BACKFILL PER 02225 AS REQUIRED FINISHED GRADE ELEV 12.0 I C(D)60, Co, Ll, >; , GENERAL STORM DRAINAGE NOTES: 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE- CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON DEVELOPMENT SERVICES DIVISION, PLAN REVIEW PROJECT MANAGER. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE "1998" EDITION OF THE "STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" PREPARED BY W.S.D.O.T., AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON. 3. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE WITH THE CITY OF RENTON, ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTOPI DEVELOPMENT SERVICES DIVISION. 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. CONSTRUCTION NOISE SHALL BE LIMITED AS PER KING COUNTY CODE (SECTION 12.88); FOR THIS PROJECT THIS IS 6 A.M. TO 11 P.M. WEEKDAYS AND 6 A.M. TO 11 P.M. ON WEEKENDS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY D[b�CES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT -- PROPERTY - IN CONNECTION ' AN TO I ROTEC I THE LIFE, HEALTH, AND SAFETY Or THE PUBLIC, D WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT -OF -WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE 1998 WSDOT STANDARD SPECIFICATIONS 1-07.23, SHALL APPLY. 7. FOR DATUM INFORMATION, REFER TO DRAWING G4. 8. ALL SEDIMENTATION /EROSION CONTROL FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND GRADING, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 9. ALL RETENTION /DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE DEVELOPMENT SERVICES DIVISION. 10. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION. 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. ALL TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 85% FOR LANDSCAPED AREAS AND 95% FOR PAVEMENT AND STRUCTURAL FILL AREAS PER ASTM D- 1557 -70. WHERE A PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, BLOCKING SHALL BE PLACED AS CUSHION BETWEEN UTILITIES. 11. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 12. THE FOLLOWING APPURTENANCE DESIGNATIONS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROPRIATE CITY OF RENTON STANDARD PLAN: CB TYPE 1 - STD PLAN B012, CB TYPE 2 - STD PLANS B027 AND B027.1 (MODIFIED AS INDICATED ON DRAWING 1C(D)801, MH TYPE 3 - STD PLAN 8028. 13. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMIT BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND /OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFTEY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTON WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT -OF -WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE' AN APPROVED TRAFFIC CONTROL PLAN BY THE TRANSPORTATION DIVISION. ALL SECTIONS OF THE W.S.D.O.T. STANDARD SPECIFICATIONS 1 -10.2, TRAFFIC CONTROL MANAGEMENT, SHALL APPLY. 15. ALL CATCH BASINS SHALL HAVE LOCKING GRATES, AND ALL DRAINAGE MANHOLES SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION /DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 16. IDENTIFYING COORDINATES SHALL BE THE CENTER OF THE GRATE FOR CATCH BASINS AND CENTER OF SLRUCTURE FOR MANHOLES. J(TYP) / oz 0 0 0 1' MIN AS SECTION TRENCH DAM D iRECOMMENDED gY SCALE: NONE 1C(D0 iC )80(D)800 gy FOR APPROVAL gY BUNT RECORD DRAWING INFORMATION COMPILED FROM CONTRACTOR'S RECORDS. LICENSEE IS NOT RESPONSIBLE FOR ACCURACY OR COMPLETENESS OF CONTRACTOR'S RECORDS. i RECORD DRAWING 14-/3 ; O -pis a k,P SCANNED OCT 4 2000 I I a OVER TOP OF PIPE WITH 2 MIN OVERLAP. COVER UPPER LAYER 12" CRUSHED SURFACING BASE COURSE 1� / OF FABRIC WITH 6" MIN GRAVEL SEE TRENCH NOTE 5 _ ___ BACKFILL FOR DRAINS. SECTION PERFORATED DRAIN TRENCH SCALE: NONE ALONG TRAIL /MAINT ACCESS 1C(D 22 1C D)800 Ln - TRENCH SUBGRADE 1C(D)23 SEE TRENCH NOTE 4 0 1C(D)27 0000 1 C(D)28 0 1$( 32 U iCD37 SECTION STORM DRAINAGE TRENCH K A SCALE: NONE TYP iC(D)800 MATCH EXISTING GRADE AT LIMITS OF CLEAR AND LIMIT OF 12" DEPTH CLEAR AND GRUB GRUB AREA PER DEMOLITION PLAN FINISHED GROUND LINE 3' MIN FILL WITH S1, UNLESS FABRIC OTHERWISE NOTED ON z OVERLAP o GRADING PLANS 0 L II [=-I f1=- ? 0 w ]IF-0 II;;;;,,, yam, , TIE I II- I ,,,,,,,, ,,, a ,,,,,,, =J1- 111= 1;;;;;;;;;;;;;, n.. �o II�II =1' II= III =111 = III - - III - TIIII i --III �.i1II! -- 1:11 :II:I -1:1 =m :.... I !,!I:,-, 1 % :% :% :% :::';;:::% , : ; ` ue l I .......... . 1 -;IIlr I= I I ==!1 = =r _I 11={ I H L= III -III- , , , , • , • - III - III -! -III -III - T �'- EXISTING IIIHII- III- III =III -_ lll= lil - "'- i I1 =I I I -I I I =I I I-I I I -111- - III - III = III =III- GROUND - " -TI- III - III II� III= 1T_I =1il= LINE IIIIIiiIIII IIIIIiIIIII it n= 11 =�11= IIiIIIIII llI -III IIIIII -" PERFORATED STORM DRAIN, SIZE, AND IE PER PLAN. PROVIDE AT LEAST OF 6" GRAVEL BACKFILL FOR DRAINS OVER TOP OF PIPE AND FABRIC. NOTE: PLACE ADDITIONAL GRAVEL BACKFILL FOR DRAINS AS AS REQUIRED TO LIMIT THIS DIMENSION TO 3 FEET. � o EXTEND INTO o UNDISTURBED v SOIL (TYP) ^ ? w LOCATION } PER PLAN N 24" SD (TYP' --------------- - - - - - - - - - - - - - Z w 2' MIN CDF TRENCH DAM cn LIMITS OF CENTERED IN TRENCH f PIPE SECTION DETAIL J TRENCH DAM 1 SCALE: NONE iC(D 27 iC(D)800 FOLLOWING 12" CLEAR AND GRUB, PLACE GEOTEXTILE FABRIC (PER 02722) AND COVER WITH GRAVEL BACKFILL FOR DRAINS. WRAP FABRIC OVER TOP OF PIPE WITH 3' MIN OVERLAP. COVER UPPER LAYER OF FABRIC WITH 6" MIN GRAVEL BACKFILL FOR DRAINS. SECTION PERFORATED DRAIN TRENCH ( SCALE: NONE iC(D 22 1C(D)800 1C(D)23 1C(D)37 iC(D)27 iC(D)38 iC(D)28 iC(D)39 iC(D)30 1C(D)40 1C(D)32 1C(D)44 1C(D)34 1C(D)45 swP -47 - -vto 1 C(D)35 CDF TRENCH DAM R 0 T # 167 2' MIN (TYP) LIMITS OF UNDISTURBED NATIVE MATERIAL /TRENCH BACKFILL PER 02225 AS REQUIRED FINISHED GRADE ELEV 12.0 I C(D)60, Co, Ll, >; , GENERAL STORM DRAINAGE NOTES: 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE- CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON DEVELOPMENT SERVICES DIVISION, PLAN REVIEW PROJECT MANAGER. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE "1998" EDITION OF THE "STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" PREPARED BY W.S.D.O.T., AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON. 3. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE WITH THE CITY OF RENTON, ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTOPI DEVELOPMENT SERVICES DIVISION. 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. CONSTRUCTION NOISE SHALL BE LIMITED AS PER KING COUNTY CODE (SECTION 12.88); FOR THIS PROJECT THIS IS 6 A.M. TO 11 P.M. WEEKDAYS AND 6 A.M. TO 11 P.M. ON WEEKENDS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY D[b�CES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT -- PROPERTY - IN CONNECTION ' AN TO I ROTEC I THE LIFE, HEALTH, AND SAFETY Or THE PUBLIC, D WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT -OF -WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE 1998 WSDOT STANDARD SPECIFICATIONS 1-07.23, SHALL APPLY. 7. FOR DATUM INFORMATION, REFER TO DRAWING G4. 8. ALL SEDIMENTATION /EROSION CONTROL FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND GRADING, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 9. ALL RETENTION /DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE DEVELOPMENT SERVICES DIVISION. 10. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION. 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. ALL TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 85% FOR LANDSCAPED AREAS AND 95% FOR PAVEMENT AND STRUCTURAL FILL AREAS PER ASTM D- 1557 -70. WHERE A PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, BLOCKING SHALL BE PLACED AS CUSHION BETWEEN UTILITIES. 11. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 12. THE FOLLOWING APPURTENANCE DESIGNATIONS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROPRIATE CITY OF RENTON STANDARD PLAN: CB TYPE 1 - STD PLAN B012, CB TYPE 2 - STD PLANS B027 AND B027.1 (MODIFIED AS INDICATED ON DRAWING 1C(D)801, MH TYPE 3 - STD PLAN 8028. 13. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMIT BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND /OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFTEY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTON WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT -OF -WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE' AN APPROVED TRAFFIC CONTROL PLAN BY THE TRANSPORTATION DIVISION. ALL SECTIONS OF THE W.S.D.O.T. STANDARD SPECIFICATIONS 1 -10.2, TRAFFIC CONTROL MANAGEMENT, SHALL APPLY. 15. ALL CATCH BASINS SHALL HAVE LOCKING GRATES, AND ALL DRAINAGE MANHOLES SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION /DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 16. IDENTIFYING COORDINATES SHALL BE THE CENTER OF THE GRATE FOR CATCH BASINS AND CENTER OF SLRUCTURE FOR MANHOLES. J(TYP) / oz 0 0 0 1' MIN AS SECTION TRENCH DAM D iRECOMMENDED gY SCALE: NONE 1C(D0 iC )80(D)800 gy FOR APPROVAL gY BUNT RECORD DRAWING INFORMATION COMPILED FROM CONTRACTOR'S RECORDS. LICENSEE IS NOT RESPONSIBLE FOR ACCURACY OR COMPLETENESS OF CONTRACTOR'S RECORDS. i RECORD DRAWING 14-/3 ; O -pis a k,P SCANNED OCT 4 2000 3 0 u) w U � 0 N N z N 3 a / Io N 0 o to 0 � o C Z 3'- 0 3' -6" 3' -0" 4' -6" 'J��� nI1TC�l I 10' -6" 4) I 00 I i� B 1C(D)8011C(D)801 A I �I rn ICTDT66I 187uu IoD.�.._ vl 0k i� FLOOR Box m o DETAIL gel u 1/4 U � U Y w O d ° a 4 Q� a J ~ WALLS DURING CONSTRUCTION OF VAULT. z W Q U hW- W tip w O w REINFORCING PER 2. PIPES ENTERING AND EXITING VAULT SHALL °yNWZ U Lil N �F- z d a �mv Qf Q W Q= OPERATING NUT HAVE A PIPE JOINT LOCATED OUTSIDE THE FOR CLARITY Q� 0 Y Z w SPOOL STEM BUSHING IL J � - ° VAULT WITHIN DISTANCE NO GREATER THAN LOzw � ° Z a s Z w C) U) O DETAIL 3 1/2 THE PIPE DIAMETER L w Co ry HIGH WATER EL 11.5 a J :D ° EXTEND OPENING AS ab cn F 5 REQUIRED TO ACCOMMODATE a a RANGE (EL 8.00 TO EL 9.75) �z STEM AND LIFT ASSEMBLY LIFTING STRAP NON- RISING STEM ° ° DESIGN EL- =8.50 �o aN o rn o-o 000 Z G `E o J SV6 AND SV7 4 ° 3 v a Z a4 u Y EL. 10.0 pa d VALVE GLAND \ C z 6 m'E E E Vl u 0 m °1r, `- WIPER GASKET 8, so a e� 0 S d Z GATE SV1 -SV4 60 "0 INLET SV8 � d Ln s EL. 8.50 - PIPE JOINT U a m z m e NOTE 2 \ EL. 7.60 a a n a 3 0 u) w U � 0 N N z N 3 a / Io N 0 o to 0 � o C Z 3'- 0 3' -6" 3' -0" 4' -6" 'J��� nI1TC�l I 10' -6" 4) I 00 I i� B 1C(D)8011C(D)801 36 0 DI SPOOL (FLxFL) ` 36 "0 STEEL SPOOL (FLxPE) WITH SEEP RING 1 d 60" SLUICE I EL. 5.56 36"0 DI BASE BEND (FLxFL) GATE I PIPE JOINT NOTE 2 I I I 1 C(D) O21 C )802 IE = 1.75 I I I im► IF= 1.5 EL = 1.0 - - - - - -- ° `- 24 "0 OUTFALL SHIM AND GROUT BASE PLATE ANCHORED AS REQUIRED W/ (4) 7/8 "0 ADHESIVE ANCHORS, MIN 6 5/8" SECTION EMBEDMENT 12 "6" 0 1' 2' 3' 4' S' IC(D 801 1C(D)801 Ar it .�. V. ° r - REMOVABLE TOP SLAB 7m. I. A ICTDT66I 187uu IoD.�.._ FLOOR Box NOTES: DETAIL PLAN BELOW TOP SLAB K, l N 1/4 1. ALL PIPES SHALL BE CAST INTO VAULT IC(D 27 IC(D)801 d ° a 4 a WALLS DURING CONSTRUCTION OF VAULT. NOTE: ° ° 4 REINFORCING PER 2. PIPES ENTERING AND EXITING VAULT SHALL LADDERS OMITTED d a ° BUSHED FLOOR BOX TOP SLAB OPERATING NUT HAVE A PIPE JOINT LOCATED OUTSIDE THE FOR CLARITY SPOOL STEM BUSHING ° VAULT WITHIN DISTANCE NO GREATER THAN ° Z (TYP 2 DETAIL 3 1/2 THE PIPE DIAMETER 36 "0 TELESCOPING VALVE (NRS) HIGH WATER EL 11.5 9C(D 01 1C )801 ° EXTEND OPENING AS LENGTH = 2' -5" REQUIRED TO ACCOMMODATE RECORD DRAWING INFORMATION COMPILED RANGE (EL 8.00 TO EL 9.75) STEM AND LIFT ASSEMBLY LIFTING STRAP NON- RISING STEM ° ° DESIGN EL- =8.50 PER GATE VALVE MANUFACTURER / IS NOT RESPONSIBLE FOR ACCURACY OR COMPLETENESS OF CONTRACTOR'S RECORDS. i•iiiis _iip�®®ii®iii® NOTE: FIELD LOCATE j RECORD DRAWIiNG' FLOOR BOX CENTERED SV6 AND SV7 4 ° ABOVE STEM. EL. 10.0 FLOOR BOX 2 d VALVE GLAND !RECOMMENDED ev 24 "0 CANAL WIPER GASKET d GATE SV1 -SV4 60 "0 INLET SV8 � d EL. 8.50 - PIPE JOINT e NOTE 2 \ EL. 7.60 36 0 DI SPOOL (FLxFL) ` 36 "0 STEEL SPOOL (FLxPE) WITH SEEP RING 1 d 60" SLUICE I EL. 5.56 36"0 DI BASE BEND (FLxFL) GATE I PIPE JOINT NOTE 2 I I I 1 C(D) O21 C )802 IE = 1.75 I I I im► IF= 1.5 EL = 1.0 - - - - - -- ° `- 24 "0 OUTFALL SHIM AND GROUT BASE PLATE ANCHORED AS REQUIRED W/ (4) 7/8 "0 ADHESIVE ANCHORS, MIN 6 5/8" SECTION EMBEDMENT 12 "6" 0 1' 2' 3' 4' S' IC(D 801 1C(D)801 Ar it .�. V. ° r - REMOVABLE TOP SLAB 7m. I. 12" 6" 0 1' 2' FOR APPROVAL BY BY w -47 - 2 7'r ® DOLL # 167 LESCOPING (NRS), RANGE )0 -9.7'� (TYP) EL. =8.50 ID SV7 I SPOOL (FLxFL) I BASE FLxFL) 71'e k,57 SCANNED OCT 4 2000 A IC(D 801 1C(D)801 DETAIL PLAN BELOW TOP SLAB K, l N 1/4 /8 STEEL PLATE IC(D 27 IC(D)801 12 "6" 0 1 2' 3' 4' 5' REINFORCING PER a STRUCTURAL PLANS BUSHED FLOOR BOX TOP SLAB OPERATING NUT ` -WALL OF PIPE SPOOL STEM BUSHING ° ° Z DETAIL 3 ° SCALE: NONE 1C(D)802 1C EXTEND OPENING AS REQUIRED TO ACCOMMODATE RECORD DRAWING INFORMATION COMPILED ° STEM AND LIFT ASSEMBLY FROM CONTRACTOR'S RECORDS. LICENSEE NON- RISING STEM ° ° PER GATE VALVE MANUFACTURER / IS NOT RESPONSIBLE FOR ACCURACY OR COMPLETENESS OF CONTRACTOR'S RECORDS. i•iiiis _iip�®®ii®iii® NOTE: FIELD LOCATE j RECORD DRAWIiNG' FLOOR BOX CENTERED ABOVE STEM. DETAIL FLOOR BOX 2 t t iC(D 801 1C(D)801 !RECOMMENDED ev 12" 6" 0 1' 2' FOR APPROVAL BY BY w -47 - 2 7'r ® DOLL # 167 LESCOPING (NRS), RANGE )0 -9.7'� (TYP) EL. =8.50 ID SV7 I SPOOL (FLxFL) I BASE FLxFL) 71'e k,57 SCANNED OCT 4 2000 0 U o r5 � 3 a z z m I � Ery a A N m Qo v o o.. �Z s= Q Q °E E_ 3 a E z � ,lW�LL CL E E mE _d o a� se 0 a� S� 3 �_g o 4 a S Y Vl I 4- 24'0 OUTFALL� U a a a (TYP.) I I I Y W �0 x N w Qo Y a- a- f- z LLJ U z Q z ' a3 U 12 "6" 0 1' 2' 3' 4' 5' O w W (TYP.) �v^ w z Z imp Q Z z ° o 00 N cD D O Q > i o' _j ! ®RECOMMENDED BY I---J-- 4 a. Li O Z 0 s Z W U U e - O m� a J � °z V-6" In f fa 0 1 A N m Qo v o o.. �Z s= Q Q °E E_ 3 a E z � ,lW�LL CL E E mE _d o a� se 0 a� S� 3 �_g o 4 a S Y Vl N71605.0 E52911.8 \ 0 I a 0 I 11 0 I N I N71586.0 E52911.8 17'-0" I I 4- 24'0 OUTFALL� a a a (TYP.) I I I oo a x o z it - -L_J_ _L c� 12 "6" 0 1' 2' 3' 4' 5' 1S(D) 00 1s )801 D I 1 (TYP.) 0 REMOVABLE LID -, I i C, gypp, 0 rn o 1 E 1 1S(D)800 1S(D 801 I I PARTITION I I WALL BELOW I z ° o 00 N _ - -_ - - _ _____ -N v > i S /ONAL�' ! ®RECOMMENDED BY I---J-- 4 0 N N 7 eFOR APPROVAL BY Z N N 0 0 I VALV 1 ` BY ®--- --- ------ - - ---�s 3 a 0 0 CAN CANAL GATE 41 -6" 2'- 6 °z V-6" I N71605.0 E52911.8 \ 0 I a 0 I 11 0 I N I N71586.0 E52911.8 17'-0" I I 4- 24'0 OUTFALL� L 60 "� INLET (TYP.) I I I I 1 - -—- --- - -- -- - -F -Z - -L_J_ _L N 12 "6" 0 1' 2' 3' 4' 5' 1S(D) 00 1s )801 D I 1 (TYP.) REMOVABLE LID -, I i C, gypp, 1 E 1 1S(D)800 1S(D 801 I I PARTITION I I WALL BELOW I _ - -_ - - _ _____ -N v i RECORD DRAWING INFORMATION COMPILED FROM CONTRACTOR'S RECORDS. LICENSEE IS NOT RESPONSIBLE FOR ACCURACY OR S /ONAL�' ! ®RECOMMENDED BY I---J-- 4 36"0 TELESCOPING 7 eFOR APPROVAL BY ,e RECORD DRAWING' I VALV 1 ` BY ®--- --- ------ - - ---�s ' i ate--- -- --- ®_- ---- -r 3� CAN CANAL GATE 41 -6" 2'- 6 V-6" f i (TYP.) i � 2' -6" x 2' -6" 1 - - -- - -� - -- SUMP BELOW - -1 -- 7,11 (TYP.) 1 I 24" 4 MH P ��� (TYP-) / L__� I F]-4- ! L � L I NON- RISING STEM j I 1S(D) 00 1C )802 I (TYP.) SEE FLOOR j - BOX DETAIL I 6 ^ - - -- - - - - -- I - L-------- - - - - -I I L LADDER BELOW (TYP.) 2 FOR DETAIL SEE 6" 1s(o) o01s )801 1S(D) o01s )802 6' -6" 8' -6" NOTE: L 60 "� INLET FOR PLAN LOCATION OF BUSHED FLOOR BOXES SEE SHT. 1C(D)801. PLAN N 12 "6" 0 1' 2' 3' 4' 5' AS—BUILT NP � o� iti ® ® ® -m, RECORD DRAWING INFORMATION COMPILED FROM CONTRACTOR'S RECORDS. LICENSEE IS NOT RESPONSIBLE FOR ACCURACY OR S /ONAL�' ! ®RECOMMENDED BY COMPLETENESS OF CONTRACTOR'S RECORDS. 7 eFOR APPROVAL BY ,e RECORD DRAWING' EXPIRES: 06/05/'02 ` BY ®--- --- ------ - - ---�s ' i ate--- -- --- ®_- ---- -r "2' -i'f0 ROLL # 167 I ��u�auu �J I liu I:JU.UJV.. EL. 15.0 Ul �I TOP OF LADDER I ! E - -_- - - -EL. 13.30 --------- - - - --1 i I f -I LADDER---- I LADDER 1 I_ -4 I I I I I I I i I I 60 "0 INLET i I I I I I I E - - -4 I I -16» I r— -y #4x7' -0" @ I 1 I I 7• �� CENTER OF o" WALL (4 TOTAL) is( 1 S(D)801 I I_ TA a � I I I I \ ; I I I ; � I I r- -y / \ � #4x5' -0" @ I I I \ CENTER OF I _ _ 1 WALL (4 TOTAL) EL. 4.25 I I I I 1 I I I I \\ #4 W/ 5' -4 "0 I 0 CF�NT�::R of 01 I 1 I I WALL C 1S(D)80015(D)801 EL. _10 I olI I �I - I NOTE: ELEVATION ADDITIONAL PIPE HOLE REINF. A ������ II WALL REINF. NOT SHOWN FOR CLARITY. 00 STOP NORMAL WALT_ REINF. (BOTH iS(D)800,)S Do 00 1S(D)800 1s(D)800 VERTICAL AND HORIZONTAL) 2 INCHES 12 "6" 0 1' 2' 3' 4' 5' SHORT OF PIPE HOLE. �, 41; '� 1 ADDITIONAL REINF. 3 SPA. O 4" ZIA @ MH, SEE 7 TY. 3 1S(D) 00 iS )802 ( 3 ADDITIONAL 1s(D) 00 1S # P) )802 ._ #5 12" . Tom° s(o) co 1s )802 rill 7c�'' #6 @ 6 2" CLR. (TYP.) LINO #5 12" #8 @ 12"-/ is( 00 #7 @ 12" O.C. TOP OF 1S(D) 00 1S )802 (NP' @ PARTITION WALL I #7 @ 12" O.C. PERIMETER OF 1' -6" p (TYP. @ C.I.P. TOP SLAB)*-,,, 1 PERIMETER OF 8" REMOVABLE LID)* #5 @ 12" O.C. #6 @ 12" O.C. (TYP.) f (TYP. @ PERIMETER OF 8" REMOVABLE LID)* #6 @ 12" O.C. L3x2x1 /4 (LLV) GALVANIZED (TYP - @ W/2-1/2"O EXP. ANCHOR ••II PERIMETER OF 1' -6" BOLTS (TYP. 2 SIDES) @712" O.C. C.I.P. TOP SLAB)* - 3/16x1 1/4 BAR GRATE (TYP.)* SERRATED AND GALVANIZED L1 1/2x1 1/2x1/4 GALV. CONTINUOUS 4" W /2 -1 /2 "O x 3" STUDS o WIDE x 1" DEEP (TYP. 2 SIDES) MITER CORNERS a a KEY W/ 4" WATERSTOP (TYP.) p #g @ 12" A-TOP & BOTTOM (TYP.) It * ADJUST SPACING TO PROVIDE 2 - #7 AND 2 - #6 BETWEEN OUTFALL PIPES, NORTH WALL 1 1 #6 @ 12" #6 @ 12" SECTION iS(D)800 ls( )800 6' -3" 12 "6" 0 1' 2' 3' 4' 5' F-7 T ,4 G: n ° z ? S-u (1A SCANNED OCT 4 2000 n U a I� z ® z� a� 1 F o0 G U {ax con z m �i I 1 OCR U Y W Qo Z C) ¢ J w > :1> W a3aO w W p 0 CD ov ul< ¢p w Z Z Q z m U< �Q Q zC)f o�z O< �� J Q � U IL L'j U 0 Z w N ?w< a J 31 > � � a N J m Qo oN ®0 3€ Ey Q �W o+o vE E �N %al ` o � a� i� a a a� o z =� Ln EL. 10.0 @ L - #4 x 14' -8" @ OF WALL — EL. 2.5 _ 1 24 "0 CANAL GATE - #4 x 5' -10" @ OF WALL #4 x 4' -6 @ If CE OF WALL I I (TYP.) / I EL. 3.23 CL 36 "0 TELESCOPING \ VALVE /i44 x 5' -9" @ I CL OF WALL (TYP. 4 LOCATIONS) I I� #Ck. OFf WALL' I@ I-— #4 W /3' -4 "O @ CL OF WALL #4 W/2 -4 O NOTES: @ CE OF WALL 1. WALL REINFORCING NOT SHOWN FOR CLARITY. STOP NORMAL WALL REINFORCING (BOTH VERTICAL AND HORIZONTAL) 2 INCHES SHORT OF PIPE HOLE. 2. PROVIDE 4 - #6 VERTICAL REINFORCEMENT PER NOTE SECTION E 1S(D) 00 1S ) 801 SECTION C iS(D)800 15(0)801 12 "6° 0 1' 2' 3' 4' 5' #5 @ 12" G.C. PARTITION WALL V #4 @ 12" O.C. #6 @ 8" O.C. NOTE: g2- PARTITION WALL ADJUST SPACING TO PROVIDE 2 - #6 MIN. E.F. BETWEEN 'WALL ur'ENINGS 10" DETAIL TYP. CORNER PcINF. AT PARTITION WALL Cl 1S(D)800 1S(D)801 12 "6" 0 1' 2' 3' 4' 5' SECTION 1S(D)800 1S(D)801 12 "6" 0 1' 2' 3' 4' 5' Sw� 2' -2't0 AS -BUILT I L----------- - - -I -- U U Q a S 3f Y N Z d - -- EL. 13.30 -------- - - - - --J I I 1 I I I i I I 1 r_1_y I i 1 I LADDER a I i I I - "0 - 24 OUTFALL (TYP) a - - #4 x 4' -6" @ #4 x 14' -8" @ 1 I I CL OF WALL (TYP.) CL OF WALL ow 0 r I I O z o m c� #4 W /2' -4 "O 3 0 o o_ Z ° oo u 0 0 N w N N I z 3 o N O o O 0 o o Z I EL. 10.0 @ L - #4 x 14' -8" @ OF WALL — EL. 2.5 _ 1 24 "0 CANAL GATE - #4 x 5' -10" @ OF WALL #4 x 4' -6 @ If CE OF WALL I I (TYP.) / I EL. 3.23 CL 36 "0 TELESCOPING \ VALVE /i44 x 5' -9" @ I CL OF WALL (TYP. 4 LOCATIONS) I I� #Ck. OFf WALL' I@ I-— #4 W /3' -4 "O @ CL OF WALL #4 W/2 -4 O NOTES: @ CE OF WALL 1. WALL REINFORCING NOT SHOWN FOR CLARITY. STOP NORMAL WALL REINFORCING (BOTH VERTICAL AND HORIZONTAL) 2 INCHES SHORT OF PIPE HOLE. 2. PROVIDE 4 - #6 VERTICAL REINFORCEMENT PER NOTE SECTION E 1S(D) 00 1S ) 801 SECTION C iS(D)800 15(0)801 12 "6° 0 1' 2' 3' 4' 5' #5 @ 12" G.C. PARTITION WALL V #4 @ 12" O.C. #6 @ 8" O.C. NOTE: g2- PARTITION WALL ADJUST SPACING TO PROVIDE 2 - #6 MIN. E.F. BETWEEN 'WALL ur'ENINGS 10" DETAIL TYP. CORNER PcINF. AT PARTITION WALL Cl 1S(D)800 1S(D)801 12 "6" 0 1' 2' 3' 4' 5' SECTION 1S(D)800 1S(D)801 12 "6" 0 1' 2' 3' 4' 5' Sw� 2' -2't0 AS -BUILT NOTES: 1. WALL REINFORCING NOT SHOWN FOR CLARITY. 1' -0" MIN_ QUARRY STOP NORMAL WALL REINFORCING (BOTH SPALLS (MODIFIED) VERTICAL AND HORIZONTAL) 2 INCHES SHORT LEVELED WITH CRUSHED OF PIPE HOLE, EXCEPT AS NOTED IN NOTE 2. SURFACING BASE COURSE AS REQUIRED 2. PROVIDE 2 - #7 AND 2 - #6 VERTICAL REINFORCEMENT PER NOTE SECTION /8 . 1S(D) OO 1SOO�tSiD) 800 SECTION iS(D)8&ls( )80 1 12 "6" 0 1' 2' 3' 4' 5' am® ^00qk 0 in — �Y J. s�k N 73r�o• EXPIRES: 06/05/'02 ROLL # 167 FRI 5 6 #5 WITH S 90' HOOK IF VAULT #5 WITH STANDARD 90' HOOK NOTE: VERTICAL REINFORCEMENT NOT SHOWN FOR CLARITY. DETAIL TYP CORNER REINF Z 12" 6" 0 1' 2' 3' 1S(D)800 15(0)801 RECORD DRAWING INFORMATION COMPILED FROM CONTRACTOR'S RECORDS. LICENSEE a..... - ®.. _ ®�.... ®® IS NOT RESPONSIBLE FOR ACCURACY OR t By COMPLETENESS OF CONTRACTOR'S RECORDS. (RECOMMENDED 1 e ................. . (FOR APPROVAL BY 1 , BY RECORD DRAWING, IS D 80t Saiuui �vv SCANNED OCT 4 2000 I L----------- - - -I -- TOP OF LADDER I - -- EL. 13.30 -------- - - - - --J I I 1 I I I i I I 1 r_1_y I i 1 I LADDER I I I 1 I 1_ - - -a I 1 1,16„ I i I I i I I - "0 - 24 OUTFALL (TYP) - - #4 x 4' -6" @ #4 x 14' -8" @ 1 I I CL OF WALL (TYP.) CL OF WALL I 1 I I I I I i 1 I —I. EL. 2.5� I I I I I -- - 1 #4 W /2' -4 "O @ CL OF WALL (TYP.) NOTES: 1. WALL REINFORCING NOT SHOWN FOR CLARITY. 1' -0" MIN_ QUARRY STOP NORMAL WALL REINFORCING (BOTH SPALLS (MODIFIED) VERTICAL AND HORIZONTAL) 2 INCHES SHORT LEVELED WITH CRUSHED OF PIPE HOLE, EXCEPT AS NOTED IN NOTE 2. SURFACING BASE COURSE AS REQUIRED 2. PROVIDE 2 - #7 AND 2 - #6 VERTICAL REINFORCEMENT PER NOTE SECTION /8 . 1S(D) OO 1SOO�tSiD) 800 SECTION iS(D)8&ls( )80 1 12 "6" 0 1' 2' 3' 4' 5' am® ^00qk 0 in — �Y J. s�k N 73r�o• EXPIRES: 06/05/'02 ROLL # 167 FRI 5 6 #5 WITH S 90' HOOK IF VAULT #5 WITH STANDARD 90' HOOK NOTE: VERTICAL REINFORCEMENT NOT SHOWN FOR CLARITY. DETAIL TYP CORNER REINF Z 12" 6" 0 1' 2' 3' 1S(D)800 15(0)801 RECORD DRAWING INFORMATION COMPILED FROM CONTRACTOR'S RECORDS. LICENSEE a..... - ®.. _ ®�.... ®® IS NOT RESPONSIBLE FOR ACCURACY OR t By COMPLETENESS OF CONTRACTOR'S RECORDS. (RECOMMENDED 1 e ................. . (FOR APPROVAL BY 1 , BY RECORD DRAWING, IS D 80t Saiuui �vv SCANNED OCT 4 2000 i n !. I- zg V / a Nw c� i N aM m 3� U Z z U '^ z �/L o m 3 a m S I— U < 4 O � z w� UZ Q w t 3 N O w L,_I o v (n Q Q —�--1 Q ZQ Q� LJ 0 c J Q IL O Uzw V) Z w Q LL- L m J � �> co U a° vo °b 0 0 0�E 3¢ �n .� N a L) 24 o c � D� J noA �N ° d a� �3 � a aW ° s" T o� U U a S ti Y UI 0 o E CL LADDER, RUNG & ANCHOR I I TOP OF L/ RAIL BAR 1/2 "x RUNG ROD 1 "0 BRACE BAR 1/2"x2 i P :J a Y b LADDER CVKA A001 IT DETAIL TYP. LADDER DETAILS 12 "6" 0 1' 2' 3' 4' 5' IS(D)800 iS(D)802 L6x 3 1/2 x 5/16 LLH CONT TYP. EDGE OF LID. MITER AND S =AL WELD AT CORNERS 5Z`16 2 1Z2 5/16 2 1/2 ANCHORAGE #4 x2' -0" 1' -0" O.C. yT� �T �L3x2x1/4 LLH CONT. 5/16 2 1/2 1 5 16 2 1 2 1/2 1 /2' 1./2 ANCHORAGE #5x2' -0" DETAIL _ 12" 9" 6" 3" 0 1 1S(D)800 1S(D)802 swp °i ? -a 7uro 1 - #7 +`� TOP PLUS 1- 8 CONT. BOTT. I� I I \ #6 TOP & BOTT. 1 - #6 x 5' -6" \ % TOP & BOTT. 0 M 24 "0 gNyO /E 1S(D)802 1S(D)802 L TYP NOTES: 1. TYPICAL TOP SLAB REINF. NOT SHOWN FOR CLARITY. 2. PROVIDE 180' HOOK AT BOTT. REINF. TERMINATED AT MANHOLE. YP DETAIL ADDITIONAL REINFORCING AT MH 2 12" 6" 0 1, 2' 3' 1S(D)800 1S(D)802 L6x 3 1/2 j- I- LI ANCHORAGE #4 x2' -0" L3x2 —� °@ 1' -0" O.C. 5/16 2 1/2 5/16 2 1/2 DETAIL 12" 9" 6" 3" 0 1' 1S (D)800 1S (D)802 ROLL # 167 FR1 5 7 #6l MANHOLE SECTION 1S(D)802 1S( )802 12" 6" 0 1' 2' 3' --REMOVABLE 1 1/4"0" FORGED EYE BOLT W /NUT & WASHER SEAL LIFTING DETAIL SHIP WITH LID (TYPE G -291 WITH NO.10 RUBBER LAB BY CROSBY OR EQUAL) STOPPER, McMASTER (l LIFT W/ LIFTING FRAME. CARR NO. 9545K23 TACK \ 2 "4 XS PIPE NUT / � �� CL BOLT, PIPE BEARING PL. 1/2 "x6 "x6" & PLATE DETAIL TYP LIFTING LUG 3 12" 9" 6" 3" 0 1' 1 S(D)800 1S( )802 AS-BU LT n n a AAAA RECOMMENDED °' o IFOR APPROVAL eY o 4 Q IA= alma ■a.a■A■a■A.a.a■- a■a.a■a.A.AS' -_ RECORD DRAWING INFORMATION COMPILED FROM CONTRACTOR'S RECORDS. LICENSEE 0 C 0 IS NOT RESPONSIBLE FOR ACCURACY OR COMPLETENESS OF CONTRACTOR'S RECORDS. /ONAL�'l 137 Z � EXPIRES: 06/05/'02 0 3 0 N !T o o 00 z °- Lp > 0 N N z N I i N ; o O o m O � o z 1 CL LADDER, RUNG & ANCHOR I I TOP OF L/ RAIL BAR 1/2 "x RUNG ROD 1 "0 BRACE BAR 1/2"x2 i P :J a Y b LADDER CVKA A001 IT DETAIL TYP. LADDER DETAILS 12 "6" 0 1' 2' 3' 4' 5' IS(D)800 iS(D)802 L6x 3 1/2 x 5/16 LLH CONT TYP. EDGE OF LID. MITER AND S =AL WELD AT CORNERS 5Z`16 2 1Z2 5/16 2 1/2 ANCHORAGE #4 x2' -0" 1' -0" O.C. yT� �T �L3x2x1/4 LLH CONT. 5/16 2 1/2 1 5 16 2 1 2 1/2 1 /2' 1./2 ANCHORAGE #5x2' -0" DETAIL _ 12" 9" 6" 3" 0 1 1S(D)800 1S(D)802 swp °i ? -a 7uro 1 - #7 +`� TOP PLUS 1- 8 CONT. BOTT. I� I I \ #6 TOP & BOTT. 1 - #6 x 5' -6" \ % TOP & BOTT. 0 M 24 "0 gNyO /E 1S(D)802 1S(D)802 L TYP NOTES: 1. TYPICAL TOP SLAB REINF. NOT SHOWN FOR CLARITY. 2. PROVIDE 180' HOOK AT BOTT. REINF. TERMINATED AT MANHOLE. YP DETAIL ADDITIONAL REINFORCING AT MH 2 12" 6" 0 1, 2' 3' 1S(D)800 1S(D)802 L6x 3 1/2 j- I- LI ANCHORAGE #4 x2' -0" L3x2 —� °@ 1' -0" O.C. 5/16 2 1/2 5/16 2 1/2 DETAIL 12" 9" 6" 3" 0 1' 1S (D)800 1S (D)802 ROLL # 167 FR1 5 7 #6l MANHOLE SECTION 1S(D)802 1S( )802 12" 6" 0 1' 2' 3' --REMOVABLE 1 1/4"0" FORGED EYE BOLT W /NUT & WASHER SEAL LIFTING DETAIL SHIP WITH LID (TYPE G -291 WITH NO.10 RUBBER LAB BY CROSBY OR EQUAL) STOPPER, McMASTER (l LIFT W/ LIFTING FRAME. CARR NO. 9545K23 TACK \ 2 "4 XS PIPE NUT / � �� CL BOLT, PIPE BEARING PL. 1/2 "x6 "x6" & PLATE DETAIL TYP LIFTING LUG 3 12" 9" 6" 3" 0 1' 1 S(D)800 1S( )802 AS-BU LT awe .aea.�a■sa.0ase•sa■a■a■e•aa�9 AAAA RECOMMENDED °' o IFOR APPROVAL eY w�c�xtsHi�Daa 5N IA= alma ■a.a■A■a■A.a.a■- a■a.a■a.A.AS' -_ RECORD DRAWING INFORMATION COMPILED FROM CONTRACTOR'S RECORDS. LICENSEE o� ass IS NOT RESPONSIBLE FOR ACCURACY OR COMPLETENESS OF CONTRACTOR'S RECORDS. /ONAL�'l 137 ® RECORD DRAWING', ftm ®.aor®-- mw®m® ®Ans®er EXPIRES: 06/05/'02 SCANNED OCT 4 2000 I ^