Loading...
HomeMy WebLinkAboutSWP272157 Short Plat (SHPL# ) REQUEST FOR PROJECT# Prelim.Plat (PP# ) CAG# ) To: Technical Services Date 7—7 -J)— WO# Green# From: Plan Review/Project Manager -7, Project Name l/'24A n �t (70 characters max) Description of Project: 274 Circle Size of Waterline: 8" 10" 12" Circle One: New or Extension Circle Size of Sewerline: 8" 10" 12" Circle One: New or Extension Circle Size of Stormline: 12" 15" 18" 24" Circle One: SZ_;;) or Extension ND S 5i Address or Street Name(s) ( c,� 5 ,,,, S Z >� Dvlpr/Contractor/Owner/Cnslt:: C j (70 characters max) Check each discipline involved in Project Ltr Drwg #of sheets per discipline ✓ ✓ ❑ Trans-Storm ❑ ❑ (Roadway/Drainage) (Off site improvements)(include basin name) (include TESC sheets) ❑ Transportation (Signalization,Channelization,Lighting) ❑ ❑ ❑ Wastewater ❑ ❑ Sanitary Sewer Main(include basin name) ❑ Water (Mains,Valves,Hydrants) ❑ ❑ (Include composite&Horizontal Ctrl Sheets) Suface Water _S� /� 3 (C ��� W T P _ 34 21 7) Improvements (CIP ONLY)(include basin name) < TS Use Only �_) - 3 7 Approved by TSM Date: Kforms/utility/92-090.130C/CD/bh 6/Zsj,9 Bid Item 1: Furnish and Install 12" CPEP Storm Drain Pipe Measurement of 12" dia. Corrugated Polyethylene Pipe(CPEP)of the type and class shown will be based on lineal footage measurements horizontally over the centerline of the installed pipe, including the length through all fittings and from center to center of manholes. The Contractor is responsible for protecting all private and public utilities encountered from damage resulting from the work, and for repair of all damaged facilities at his own expense, per Section 1-07.17 of the Supplemental Specifications. Any damaged public utilities, including the storm water system, shall be replaced with new materials meeting the City specifications for size and material type. The Contractor is responsible for maintaining the operational service of the stormwater drainage system at all times per Special Provisions Section 1-07.16(5). Payment for storm pipe of the type and class shown will be made at the amount bid per linear foot,which payment will be complete compensation for all labor,materials, equipment, clearing and grubbing, excavation, hauling and disposal of trench material and street surfacing, new pipe, installation, bedding, all appurtenances (such as special fittings, bends, connections to new and existing structures, manhole connectors,etc.), foundation and backfill materials, placement of trench back-fill, compaction, compaction testing, dewatering,water, disposal of excess materials, grading, erosion and sedimentation control, cleaning, and testing, etc. required for complete installation, and to complete the work in accordance with the Contract Documents. Bid Item 2: Furnish and Install Type I Catch Basins Measurement for Type I Catch Basins will be per each for each catch basin installed in conformance with the Contract Documents. Payment for Type I Catch Basins will be made at the unit price bid per each, which payment will be complete compensation for all labor, equipment,materials,excavation, foundation and bedding material, back-fill, compaction, connections, special fittings, risers, frame and grate, adjustment of frame to grade, appurtenances, etc. required to complete all catch basins in conformance with the Contract Documents. Payment shall include complete compensation for all labor,materials, and equipment that may be needed for removal, replacement, and restoration of any pavement, cement concrete sidewalks, curb and gutter and other adjacent features that may be needed to install the Type I Catch Basins. Bid Item 3: Furnish and Install 54" Type II Catch Basins Measurement for 54" Type 1I Catch Basins will be per each for each catch basin installed in conformance with the Contract Documents. Payment for Type II Catch Basins will be made at the unit price bid per each, which payment will be complete compensation for all labor, equipment, materials, excavation, foundation and bedding material, backfill, compaction, concrete base, precast concrete manhole sections, cut and H:\Div\Util\Storm\ARONSPEC.doc remove existing pipe, connections, special fittings, manhole frame and lid, adjustment of frame to grade, ladder and rungs, appurtenances, etc. required to complete all manholes in conformance with the Contract Documents. All Type II Catch Basins shall have a solid cover(non-locking)per City of Renton Standard Detail B074. DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS,WATER MAINS,AND CONDUITS 7.04.3(4) Cleaning and Testing 7.04.3(4)A General Storm sewers and appurtenances shall be cleaned and tested per this section of the Standard Specifications. All costs for this work shall be included in the bid item for storm pipe installation. 7-05 MANHOLES, INLETS AND CATCH BASINS 7-05.1 Description Supplement this section with the following: Work includes placement of new manholes, adjusting manholes to grade, rechanneling and reconnecting existing manholes and abandoning manholes. 7-05.3 Construction Requirements 7-05.3(1) Adjusting Manholes to Grade Supplement this section with the following: Adjustment of manholes shall be considered incidental to the unit price for manholes;no additional payment shall be made. All manholes, catch basins,grates, and valve boxes affected by the construction shall be adjusted to final grade. 9-05 DRAINAGE STRUCTURES, CULVERTS,AND CONDUITS 9-05.20 Corrugated Polyethylene Pipe (CPEP) 9-05.20(1) Description Corrugated Polyethylene Pipe(CPEP) shall be corrugated high-density polyethylene pipe with smooth internal wall manufactured by Advanced Drainage Systems (ADS), or approved equivalent. 9-05.20(2) Pipe Material and Fabrication H:\Div\Uti1\Storm\AR0NSPEC.doc CPEP shall be in conformance with the latest version of ASTM D 1248 and F 667. 9-05.20(3) Fittings and Gaskets Fittings shall be gasketed PVC fittings. Gaskets shall conform to ASTM F 477. Fittings shall conform to ASTM F 1536. Fittings shall be manufactured by Nyloplast USA, Inc., or approved equivalent. 9-05.20(4) Installation Pipe and fittings shall be installed per the manufacturer's recommendations. Pipe cuts shall be in the valley of the corrugation. Gasket shall be placed in the first full corrugation valley adjacent to the end of the pipe. The gasket fin shall point away from the end of the pipe. Lubricate gasket and fitting socket with manufacturer-approved lubricant prior to pushing pipe into fitting. H:\Div\Util\Storm\ARONSPEC.doc CITY OF RENTON xxx PROJECT SCHEDULE OF PRICES Note: Unit prices for all items, all extensions and total amount of bid must be shown. Show unit prices in both words and figures. Where conflict occurs the written or typed words shall prevail. See Section 1-09.3(1)of Special Provisions for Bid Item descriptions. ITEM APPROX. ITEM NAME WITH UNIT PRICE UNIT AMOUNT NO. QUANTITY (Unit Prices to be written in words) PRICE (figures) (figures) 1. 54 12-inch Dia. CPEP Storm Drain Pipe Linear Feet $ $ $ 2. 3 Type I Catch Basin Each $ $ $ 3. 1 54-inch Dia. Type II Catch Basin Each $ $ $ Subtotal 8.2 % Sales Tax Total H:\Div\Util\Storm\AR0NSPEC.doc ST:A_3+03,-4'_ RT. STA 3+15, LF 23.5 FT STA 7+03, LT 25 FT 27 LF 12" CPEP S=0.55% SC MH ` — TYPE F CATHODIC PROTECTION STA 5 t l2, RT. I A i 75..'_'0 NEW FIRE HYD ASSEMBLY TEST STATION SS MH ANGLE POINT i % ` 'U'..a.� t�U i REMOVE EX FIRE HYD ASSEMBLY HAND DIG AROUND SD CENTF►'I-IT f<L>�;n Cal gK�Ac� FOR DEADMAN BLOCK HOUSE NO. 88 , OU E 0. 00 2 TIE—IN HOUSE N0. 96 HOUSE N0. 100A \ SHED �.. , d 3 CONNECTION MAINTAIN MIN 3'-0" -� STA. 7+53.48 W j i SEPARATION WEST OF HOUSE NO. 84 �\\\\\\,_�\\\\\� 1f`= 0 \ _- - wANGLE POINT (171 ' 1241 ") Ln w EX MONITORING WELL I �w., CO R W �- = CENTERLINE ROAD HOUSE NO. 78 , �� C.U. �, �� I ��a ,�. t� in 1-0 u1i - , - - _ w z m - R/ - 'S cn �. ------ 4- - - AB J Y ss T _ w ___ _._ -- --- eIN ___ • r _.— r� 4 W TO BE ABANDONE�S� - - --- 312�wr+ C -- POLY ED J I w WRAPP W CS 00 ±461 LF 10" CL 52 D.I. y� �3-- _ SD MH INf� . G - -- �_ _ a---_- s0 GAN AVENUE SD MH INV 2 9� �C i - s - ��.� I _ . ._______.._ _ _ - --- `E`1' _n +f i ---— `I J —�_S1 VC Q0sT� __.._ SS -r C, - _.._- ,. . GL LO C A N �.. --___ �_ -- _. ---- -- - ^ —_� E X STA. `�+ /0,?0� -- t —N� 8 m Ut - _— —_ - _ -\ _ C — -- - - - ` CONTROL POINT - ~- PT RR SPIKE ___ ..._ � __ _ _. _____ -- ---___ _. - __ � C i_ _�__ ___ _ _ _._.-. ____-_ CONTROL { Y tl STA 1_.+ 15 - - O - - EX SS M H u�� �� �: R W -- = - - k '- - STA. 9`', :�' T. A L__ 7 F- ) --- - 1 T 7+ LT 4 FT ti,. , STA 2+84 EX MONITORING WELL t< i SS I,1I1 0" G.V. MJxMJ) HOUSE NO. 109 ABANDOId EX MH -- 5S MANHOLE TOP 29.99 O�c� �.�, I �, 8"PVC S INV 24.77 - CONCRETE TO BE ADJUSTED BY OTHERS STA 5+75, LT 6 FT HOUSE N0.9 HOUSE N0. 1 3 B PVC N INV 25.29 EXCAVATION HOUSE N0. 81 :101 LOCATE .AND 11 1/4' OR 22 1/2' BEND " 15nCONC IN INV 13.67 PLAN I- 15 LF 12 CPEP S=0.539� t� coNc INV 13.67 LIMIT HOUSE N0. 75 THRUST BLOCK 1"=20' << A I5+ 0 00 (rv1CJN) Z a, ;.O' RT —o Z � oNo „_ 3 oao inLd < z11- 32 ,� `� J FI AL FINISHED GRADE V) ¢ i cn : 32 } ¢ Zw (� o I Q J / x � 30 Q o z Q QI w ¢ z z r� a. 30 Q z Q F � � W Z � Q lS � � w w� U I AP ROX LOCATION w Q I d - EX BOEING WATER MAIN z Q Q � = x `r N 28 2 Q $ cn►- x w w x '� �' w o — 2�3 w w I ±461 LF, 10" CL 521 .D0. � � STA 7+26, 15RT uj i CB TYPE I w RIM 31 .67 26 12" IE 28.67 26 �2 STA 7+46, 27LT W CB TYPE I 24 w RIM 31 .76 ? 24 12" IE 28.50 w O STA 7+46 Z EXISTING MH 22 �;, RIM 31.91 24" IE 25.29 (NS) (I o 22 12" IE 28.35 (E) CONNEC" Yn MH w I N 12" IE 28.59 �W) CONNEC0 MH o � z > Q 20 Z z z z � � 20 N OTES: Z n z � O N c} U N �- ►r — D r O � Q, co z O N � I 1 . CITY OF RENTON DATUM + ZO + + + + + + + � O + + + + . . . 18 In in in , A Cal" CD 2. EXISTING UTILITY LOCATION`' ARE ¢ cn o- ¢ ¢ cn ¢ Q cn ¢ Q ¢ cn Q cn Q v, Q cn Q cn 18 APPROXIMATE. CONTRACTC? o ►- - xw F- r - � F - � - � - ►- � F `n `° `n 1° t° SHALL LOCATE UTILITIES ' ? w o cn cn co cn cn cn co cv cn cD I C`J I N G CONSTRUCTION. 16 16 3• PIPELINE STATIONS BASED ON CENTERLINE ROAD. ELEV STA 3+00 4+00 5+00 6+00 7+00 PROFILE CITY OF RENTO N . HORZ: 1"=20' DEPARTMENT OF PUBLIC WO ?Ks VE R T: 1"=2' W-- CALL BEFORE YOU DIG RECOMMENDED FOR APPROVAL E LOGAN AVE. SO. THE 48 HOUR LOCATORS WATER PLAN AND PROFIL 1 -800-424-5555 PLAN REVIEW DATE S DESIGNED: RLM DATE: FILE NAME: DRAWN: EGS -- Engineering CHECKED: SCALE: AS NOTED FIELD BC`C ' ?AGE: WATER UTILITY DATE Graphic &ervices NO. REVISION BY APPR. DATE APPROVED: SHEET: DIRECTOR OF RUBLIC WORKS �i r- STA 7+53.48 • ;ANGLE POINT 171 ° 12'41 ') ADJUST TO GRADE BY OTHERS STA 11 1-26 W ; C'Ei••1TER1_INF ROAC) SS MH STA 11 +46.25 LT 30 FT " °- Z W STA 7+98, LT 3 FT S RD. NEW FIRE HYD ASSEMBLY HOUSE NO, 108;/ 11 1 4' OR 22 1 /2' BEND HOUSE N0. 150 (MJxMJ) HOUSE N0. 116 -'S NI_^NHOLE - Tole--'32.74 REMOVE EX FIRE 3"r,L.,�Y s INV 2r,9,' HYD ASSEMBLY CONNE -'T TO "cL.nY N Ir,v �� <a; SHED I" W - I , , HOUSE NO. 126 c •0' EX 6" S I cam' TIE-IN rB -, ` �� , ' Z\C10. cnCONNECTION 3 R/W : _._ Un _.— N _._ p - -- AVE. W - _-- __ - --- - SO. - - -- -- — - - `� _- -- - v' - EX 4 W T _ BE ABANDONED ------- --- wLrl — SOGAZNDST._ y� -. _ - -- -- -- LO ` v' �n cn _ _ _�... --`�' --- -- --- _ - -_ `� - --- --- -�! _- ---- 3 -- 3 cn c„ C*44--6 W -'' A 3 - - - — 12 \N 3 -- --- — --- ---- - _ �n--vi - --- w—- - CONTROL T. W f435 LF 10" CL 52 D.I. W POLYWRAPPED �a �, PUNCHED CARRAGE BOL i _ 8+00 W W + i W - - --- __ - _-- W — — ---_-- -r-_ S PVC y --+ •-- ,_ -_ �_ — O+00 11 --too - -- - --- 7 c- Y 1 , ►4-- _- -- - - - - - -- Z ❑ __ LOGAN A NUE SOUTH ABANDON I ' ' 4 J i RD. f S L� — _ _ - S D -- -- - . 3 - - - - -- L --- — - -._..._ �D 3 E X ,P 1' i 0 --- - - G --- - -- --- - - —_ Sp - - -- _ _3 -- -- -- — --— -- -- -- BwM =i -- --..c_ _. _---- - -- --- - _ __— CIS - --- D '�i 3 � 3 6 SS I 3 r G — 1 -- �_ - --_- -- - - CE300 SPHALTbrn - _-�i x YQ Li 5 LL �- - -- --R"SS SS MH ` C t� .,`_.�- 12 LF 12" CPE S=1.Oq � ON ei, F�Ci ��'� x � `. �- SD MH INV 25.29 HOUSE N0. 127 Z & -- HOUSE N0. 117 a � STA 11+47 RT 30 FT HOUSE N0. 5 6 N '� SS MANHOLE TOP 33.51 Q Q HOUSE N0, 109 HO SE No. 1218 s"c�AY INV 26.90 HOUSE N0. 121A PIN TYPE T CATHODIC PROTECTION � 8"car N INV 26.86 HOUSE N0. 129 TEST STATION STA 11+49 18'cl_nY W INV 24.33 E HOUSE N0. 103 1" =20' CONCRETE EXCAVATION LIMIT �- tr3'cI_nr E INV 24.33 Q + Z 00 00 I— W O z az 4 w z. z FINAL FINISHED GRADE Y 34 C xw Loy- I , oj w0 I QX LLJ un li1 0 z 1cf 32 32 I z �a w R 0 0 0� U c 1zui Q N z i 0 LLI 30 30 _ t 435 'LF 10" C 52 D;I, W W wo w I , i 28 I 28 z �I . . . . . . . . . . . . . . . . . . . I ' 26 X STA 11+39 26 to I MH NEW TYPE R 54 (SADDLE) 1 I i RIM 33.40 24" IE 27.55 (NS) o o o 12 IE 28.24 (W) 24 0 STA 11+39 . . . . . . . . . . . . . . . . . 24 + + + + + + + a o t- 00 a0 co rn cr T Z Q � Q � d can can Q � Qc0n Q d CB TYPE I 12' RT Q can a can 1-- � F- � F- � � �cn V) V) � (n RIM 32.86 cn cn Q0 0 cn cn cD N 12" IE 28.36 22 22 �""' N Z Q o N W Y NOTES- co Z S 20 20 1 . CITY OF RENTON DATUM co 0 �� Qw N w 2. EXISTING UTILITY LOCATIONS Q 0 ARE APPROXIMATE. CONTRACTOR n 18 SHALL LOCATE UTILITIES 18 DURING CONSTRUCTION. 3. PIPELINE STATIONS BASED ON �EV CENTERLINE ROAD. FOR ADDITIONAL CONTROL PTS SEE SH 3. STA 7+00 8+00 9+00 10+00 1 1 +oo PROFILE CITY O F RENTO N HORZ: 1"=20' VERT: 1"=2� DEPARTMENT OF PUBLIC WORKS CALL BEFORE YOU DIG LOGAN AVE. SO. THE 48 HOUR LOCATORS RECOMMENDED FOR APPROVAL E WATER PLAN AND PROFILE 1 -800-424-5555 _ G DESIGNED: RLM DATE: FILE NAME: PLAN REVIEW DATE S DRAWN: EGS . Engineering CHECKED: SCALE: AS NOTED FIELD BOOK: PAGE: WATER UTILITY DATE pnic Services N0. REVISION I BY APPR. DATE APPROVED: SHEET: 2 OF: 3 pIR[CTOR OF PUNUC WORKS MIN 8" ASPHALTIC SAWCUT FINAL LIMIT OF TRENCH CONCRETE (PAID UNDER SEE NOTE 6 BELOW Z _ - ROADWAY RESTORATION , S A. 3+02, LT 14.5 FT �� 4 JOINT, TYP EX 8" GV 3" PLUG (MJ) Z r''� �� � EACH SIDE PATCH PAVEMENT SCHEDULE) SLOPE 6: 1 -SEE NOTE 3 BELOW 2 TEMP, BLOW OFF ;XD N I, EX 8"x4" REDUCER - 6 PLUG (MJ) WITH 2" TAP , " 2" TEMP EX 8 WATER NEW 10 CL 52 DI REMOVE EX 4 GV BLOW OFF W/ /i�/.�l/i�/�'l/�/�`l/� �i. .c�i� �D /,�1/,�`/i(/,�`l'``�/i� AFTER TIE-IN 2" TAP 6 MIN CRUSHED <- CRUSHED SURFACING Y — - --- EX 4 WATER - -- -- a °G'pv d°`� SURFACING TOP 6" MIN �O TOP COURSE AND _- -_-- 1� --- EX 4 W --- v�{ --- )%}1--- - -- -- - -- - -- -------- ---- {--� " COURSE AND KEYSTONE » ' KEYSTONE (SCHEDULE B) Lo EX 14" BOEING WATER � 6"� 12 1.5 X PIPE ID SCHEDULE A) 12 � 1.5 X PIPE ID , EX 1 /1 BOEIN;G W " " _ __ _ TYP + 18 SPECIAL SU BSEQUENT + 1 g I BANK RUN GRAVEL 3' '---------� - -- --- - -- --_ --_-- - - - - � 6" �\ (SEE NOTE 3) ° 67 BACKFILL CRUSHED (SEE NOTE 5) i J SURFACING TOP COURSE � 00 MIN. '• I f O AND KEYSTONE) 4" FOUNDATION _ J�O NEW 10 >► --- - - }' - -- » �� o�, . (SCHEDULE A) CL 52 DI MATERIAL AS J O rn 3 -6 t __ _ _ __�.:_ 4 FOUNDATION �� bd BANK RUN GRAVEL SPECIFIED IN 9-03.12 i' T]r MATERIAL AS i O (1 )A AND AS EX `a•D. - - -_ -� ------ SPECIFIED IN 9-03.12 DIRECTED BY THE 6 , 8 OR 10 DIP W_ Li I !. ----------- _ (1)A AND AS /� / /, „ » ENGINEER E,Y ---- —--- - ` , STA. 3+19, LT 2 FT - - - 7_T�A 1 p'f DIRECTED BY THE 6 , 8 OR 10 DI WATERMAIN ''r' ` ENGINEER E: HAND DIG AROUND STORM 8" 45' BEND (MJxMJ) o DRAIN WHEN SETTING THRUST BLOCK +� , NOTES `' �l r - DEADMAN BLOCK. SPOOL PIECE STA 11 +76, LT 3FT �1 H. 84 10"x8" INCREASER MJxFL) � 10" VERT CROSS � 1. ALL MATERIALS EXCAVATED FROM THE TRENCH SHALL BE REMOVED FROM 1. ALL UNSUITABLE MATERIALS (AS DETERMINED BY THE ENGINEER) EXCAVATED FROM ( 10 GV (MJxMJ) �; cn 10" GV (FLxMJ) 10" SPOOL ��,� �, (MJxFL) ; PROJECT, HAULED AND DISPOSED. EXCAVATION SHALL BE REPLACED WITH THE TRENCH SHALL BE REMOVED FROM THE PROJECT, HAULED, AND DISPOSED. SPOOL PIECE DEADMAN BLOCK IMPORTED FOUNDATION, BEDDING AND BACKFILL MATERIALS AS SHOWN IN SUCH EXCAVATION SHALL BE REPLACED WITH IMPORTED FOUNDATION, BEDDING 10" VERT CROSS MJxFL i',:i I w TRENCH BACKFILL DETAIL AND COMPACTED IN ACCORDANCE WITH AND BACKFILL MATERIALS AS SHOWN IN TRENCH BACKFILL DETAIL AND COMPACTED a ( ) �I SPECIFICATIONS. IN ACCORDANCE WITH SPECIFICATIONS SUITABLE EXCAVATED MATERIALS, AS DEADMAN BLOCK DETERMINED BY THE ENGINEER, SHALL BE USED AS BACKFILL. LOGAN AVE S. AT S. TOBlN STREET 2. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND PATCHED LOGAN AVE S. AT S. 2ND STREET WITH TEMPORARY COLD MIX ASPHALT AT END OF EACH WORK DAY. THIS 2. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND PATCHED WITH WORK IS INCIDENTAL TO ALL TRENCH E 0 R EST ORATION WORK. TEMPORARY COLD MIX ASPHALT AT END OF EACH WORK DAY. THIS WORK IS BEFORE TIE- IN CONNECTION BEFORE TIE- IN CONNECTION INCIDENTAL TO ALL TRENCH RESTORATION WORK. _ 3. PAY LIMIT FOR IMPORTED TRENCH BACKFILL MATERIALS BASED ON TRENCH 8" BEND MJxFL Z WIDTH OF (1.5 X PIPE ID) + 18". 3, WHERE DIRECTED EXTEND ROADWAY SURFACE RESTORATION TO EDGE OF EXISTING STA. 3+02, LT 14.5 FT ( ) j ROADWAY, REMOVE ALL SURFACING AND BASE COURSE MATERIALS AND REPLACE THRUST BLOCK Z WITH SURFACING AND BASE COURSE AS SHOWN ABOVE. FLANGE INSULATING GASKET, Pr.-R DETAIL PLUG EXISTING WATERLINE STREET CROSSINGX I4, SAWCUT FINAL JOINTS LOCATED ADJACENT TO ALL ENTRANCES OF IMPERVIOUS 8" FLxMJ ADAPTOR CUT AND CAP .._. CROSS W/6 PLUG � TRENCH BACKFILL DETAIL SURFACE DRIVEWAYS. EX 4" WATER CUT AND CAP (MJ) & BLOCKING EX 4 W '' ' 3 GV AFTER TIE-IN '�� NTS 5. PAY LIMIT FOR IMPORTED" TRENCH BACKFILL MATERIALS BASED ON TRENCH WIDTH NEW 10" CL 52 DI REMOVE EX 4"GV OF (1 .5 X PIPE ID) + 18 . AFTER TIE—IN 6. ASPHALTIC CONCRETE PAID UNDER ROADWAY RESTORATION SCHEDULE, JAI#I 4 W TO BE ABANDONED - - — ---- F X 4 w` _ f EX 14" BOEiNG WATER — 10'f 34" MAX 2'-0" ----- — EX 1 f1 fBOEING W 3' ---- '�,�, MIN. NEW 10"CL 52 D.I. WATERLINE — TYPICAL TRENCH BACKFILL DETAIL --- — —_ ------- -- -------- ---- -- -- NTS i ILI EX S.C>. ---- \ X STA. 3+19, LT 2 FT ? ---- -- ----- E N /ice/i��\�/ \�i�/i�i��ii,✓� 8 45' BEND MJxMJ) /r ( THRUST BLOCK �� N SPOOL PIECE STA 11+76, LT 3FT r _ �, �- z 10"x8" INCREASER MJxFL " �� I-I ---� EX UTILITY ( ) 10 GV (MJxMJ) ,� i MIN 1 10" GV (FLxMJ) 10" SPOOL -;'' I I L.Ij I . 3" COVER (TYP) ##4»BAR M TYP SPOOL PIECE DEADMAN BLOCK x� I STA 11+84 8 OC 10" VERT CROSS (MJxFL) 10„ VERT CROSS (MJxFL) ELEVATION j DEADMAN BLOCK 10 x6 REDUCER (FLxMJ) 3 MIN 6" VERT BEND (MJ) CLEARANCE ----� j W/BLOCKING , . LOGAN AVE S. AT S. TOBIN STREET 6" SPOOL , 6"x6" TEE (MJxMJ) a FINAL TIE- IN CONNECTION 2 EACH 6" TRANSITION .'' , - I I • f z I COUPLINGS ` '� 00 VERTICAL BEND TIE—IN CONNECTION A » BLOCKING MIN 6 CLEARANCE TO TOP SEE STD DETAIL I NTS 2 LOGAN AVE S. AT S. 2ND STREET 3" MIN OF NEW WATERLINE I CLEARANCE \ \ ' -� FINAL TIE- IN CONNECTION O Q 45 OR 221A VERTICAL BEND (MJ) EX CURB cn J UNDISTURBED SOIL AS REQUIRED AND SIDEWALK o CL 2% I 2% (TYP) TIE—IN CONNECTIONK*_B� tn � oUTILITY CONFLICTSo EXISTING NTS 3 4 - -Y4 SHACKLE NTS RODS COAL TAR I PLAN EPDXY COATED CITY OF RENTO N FITTING OR VALVE DEPARTMENT OF PUBLIC WORKS 2" ACP, CLASS 'B' DEADMAN BLOCK DETAIL 6" ATB OR CLASS 'E' NTS LOGAN AVE. S0. LOGAN AVE S. 6" CSTC/CSBC CALL BEFORE YOU DIG RECOMMENDED FOR APPROVAL E WATER PLAN AND PROFILE FROM STA 3+ 00 TO STA 11 + 50 THE 48 HOUR LOCATORS DESIGNED: DATE: FILE NAME: LODET1 1 -8 0- 424-- 5555 PLAN REVIEW A S 0 Vphic DRAWN: EGSSCALE; AS NOTED FIELD BOOK: PAGE: TYPICAL CROSS SECTION lneering CHECKED: WATER UTILITY DATE Services NO, REVISION BY APPR. DATE APPROVED: SHEET: 3 OF: 3 NTS $i: y; OlRtCTOR OF Puruc WORKS t I / STA 7+53.48 _t.r ANGLE POINT 12'41") CENTERLINE ROAD REMOVE EX FIRE STA 7+98, LT 3 E-- FT HOUSE NO. 150 W HYD ASSEMBLY 11 1 4. OR 22 1/2' BEND STA 11+26 !#;FUSE N0. 108 SS MANHOLE TOP 3274 03 LT 20 FT (MJXMJ) OUSE NO. 116 B'CLAY 5 INV 27.975�1] CONNEECT TO SS MH STA 7+ 8 CLAY N INV 27.97 C.O. EX 6'"" �S CI ON CL RD. c�' TIE—IN B NEW FIRE HYD ASSEMBLY HOUSE NO. 126 30 2 1 � CONNECTION 3 5 R W CO. — N _ SHED 0 � Z� R/W — — _ — — ---�, _ - -- p — P E _ LOGAN AVE. S0. W g _ _ CB r-N SO. 2ND ST. w cn W EX 4 W T BE ABANDONED w w w�-}� 1 STA. 11 +83.51 t 3 I _ R W W W � � 3 =� 3 � � � — 12 ewM— ' - -�- f 435 LF 10" CL 52 D.I. W � W PUNCHED CARRAGE BOLT co N 3 Ln ,� ►� W + W 10+00 - 11 00 - z f W cO VC I 8+00 55 P s ABANDON I ,. 3 '� y SPHaLI� LOGAN A , NUE SOUTH 3 � �- �.. _..•-. -- -----7 /, � _ � 'st. v r � � SD E�: 6n SS � � Ex1snAe`i 24 SD <_ _—G __ C, 4 To 7 SD SD :. 3 S .. � ; w cfl SPHALT c� ' F.- V) � 0 (� to O, T_ ,o W - so — — � U 5 x R w 3 x 2 1 � $,.SS c R/w 6 , c.o I 7 � � C.O. o CV c I . z " S A. 7+8Q x N \ SS MANHOLE TOP 33.51 �W + rJ SS MH HOUSE No. 127 HOUSE I'N0. 526 8'CLAY S INV 26.90 �� � 8'CLAY S INV 25.4b 1� ON RD HOUSE N0. 117 8'CLAY N INV 26.8b HO SE N0. 121B �2 C.` GPEP ,5 = l,o �o 18*CLAY W INV 24.33 SD MH INV 25.29 HOUSE NO. 121A HOUSE N0. 129 18 CLAY E INV 24.33 Q HOUSE NO. 109 PLAN r HOUSE NO. 103 ~ Q O , 34 cu . . . . . . EX GROU D SURFA( E Q = . . V) wo . 2 - _ . - 4 tQ © -- -- 2 z ! _ 30 ;Z o, D.I. . . 52 ~ f 435 LF 10 C r_. X XJ;_t.1 . . . LtJ 0 — _ 28 ? : --- 26 -- to _- -- 26 24 . . : 37, 0 . . . + ac cn Ln u' . . . . `n N : : Ln �.� 3 3A cn _ . . ~ _ �,. t 2 22 24 cn : : i Z _ _ J Ln to - . . F— NOTES: 22 C/d t Q 0 1 . CITY OF RENTON DATUM 2 � ' � $• � �~ � a 2. EXISTiNG UTILITY LOCATIONS Qw Ih w ARE APPROXIMATE. CONTRAC !OR SHALL LOCATE UTILITIES 20 DURING CONSTRUCTION. �Z r � � 3. PIPELINE STATIONS BASED ON --'� CENTERLINE ROAD. FOR ADDITIONAL EV CONTROL PTS SEE SHT 3. Y w 10+00 11 +00 9+00 . ? 8+0o PROFILE S TA 7+00 HORZ: 1"=20' VERT: 1"=2' CITY OF RENTO ITT DEPARTMENT OF PUBLIC WORKS y d _ LOGAN AVE. SO. RECOMMENDED FOR A P PROVAL E WATER PLAN AND PROFILE .A ' 1 -� L _ y = N 7 IF /Z" GFEP S-0 557$ W STA 5+72 4' RT. STA 5+75.20 lk SS MH ANGLE POINT (170'35'W') CENTERLINE ROAD _ CE � W I AND DIG AROUND SD HOUSE N0. 100D g SHED � W H W FOR DEADMAN BLOCK HOUSE N0. 88 100A � _ � STA 7+53.48 I . LOGAN HOUSE NO. 96 HOUSE NV• ,� O 2 T (171' 12'41") L0 � CENTERLINE ROAD STA. 2+70,20 R W POINT IN MIN 3'-0" 4'ss CO CONTROL _ A MAINTAIN ST OF _ c� R SPIKE -nE IN SEPARATION WE HOUSE N0. 84 R S "— CONNECTION 3 EX MONITORING WELL 2 3 Z +03 4' RT. 0. 78 C.O. W� - STA 3 HOUSE N 5 x " NDON 6n SS 3 5 �, 7 ABA ldrr -- r� SS MH 6 1J 12R w W . 3 i _ — N t!) I PLUG R W �N'�r e W SS z 1 .0 _ W 3 Bwu W S SD z _ 00 R I — --#'-'w H (EX 4"W TO BE ABANDON . J S pvC �S D x�sf,�rC7 �) w F„ S fk — SD MH INV 25.29 U I w o 12"gam+ ___�. 3 f 4-61 LF 10" CLD.I. G S STU V) 13W SD MH INV 23.9' 3 w GA N A NUEv SOUTH 00 +o _ 3 - �, SD 1 SD c g V) I „SD VC 3 ss SS SS S J D - � �. : SS r � R/ - Ss EX 8" SS � Y SS S r p SS __� 3 S D CONTROL P . (TYP) S p BwN G r CB 10 _---855 "� f STA. 5 92, 3.5' T. of C C.O. SS MH HOU E N0. 109 H 12 �ENX M HOUSE NO.STA 2+76 � 17 C.0AEANDOf�I E 128 STA 5+75, LT 6 FT PLAN SEX SS MH EX MONITORING LOCATE AND CONTROL PT (MON) . . .< TOP 29." WELL 11 1/4' OR 22 1/2' BEND SS MANHOLE HOUSE NO. 81 CONNECT "=20' STA 5+76.0 z7- 8'PVC S INV 24.77 TO EX SS 30 0' RT . . . . . . . . . . - . . . . . . . r►N� 8-PVC N INV 25.29 USE N0. 75 . - -: : • fix,s 15-CONC W INV 13.67 HOUSE LB 15'CONC E INV 13.67 . . . . . . . . . . : : : : : - n cr W EX GROUND SURFA w _ 30 r . . . . Q 't . z V d 28 01 LJ _ - --- - . .Xdw 1fl CL _ — . . . . �,461 LF. 2 Q c B TYYA'e ' -- - _ — _ ------ — -- -- .— 67 ; W 22 lit --- /�' iF 26 So-- __ — _- - 20 z w 1 . Z � o R►,,�; ��9� Z I O . . . �I z : : cv +-Z 10 �¢N �E 2.0CN,S I - Z N rn _ -_ — 8 , 1 ,. -------- Z Y p +,� + T c L _ . - _i - NU I-ES: _0 O,z O ;� �n -- _ <Q V) - - , �� ;1 -- `� '-f� + + + --- — - h I I ! E 8. 5q Y✓ nee c� i'VI f� _ z r < Q' Lr-r n 1 . CITY OF RENTON DATUM k w ,a �� ��'� ��� i s --- yciW _ 15 2. EXISTING UTILITY LOCATIONS ARE -- -- - APPROXIMATE. CONTRACTOR SHALL - --- LOCATE UTILITIES DURING CONSTRUCTIO�t. 3. PIPELINE STATIONS BASED ON CENTERLINE ROAD. 16 7+00 6+00 — 4+00 t -- 3+0o PRO ILE CITY OF RENTO N STAx LRT. ;'�~-2' DEPARTMENT OF PUBLIC WORKS V f LOGAN AVE, SO. WATER PLAN AND PROFILE RFCOMMENDED FOR APPRO`.'AL N 1 N 27 LF lZ" GoEP S=o.55� W STA 5+72 4' RT. STA 5+75.20 W ZSS MH ANGLE POINT (17935'00") HAND DIG AROUND SD CENTERLINE ROAD LOGAN FOR DEADMAN BLOCK HOUSE NO. 100D W STA. 2+70.2 9 C HOUSE N0. 88 SHED HOUSE NO. 96 HOUSE NO. 100A \ tW STA 7+53,48 CONTROL POINT A MAINTAIN MIN 3'-0" 10 2 - T (171' 12'41") Lo RR SPIKE TIE-IN T OF SEPARATION WEST 84 ,+\\\\ 4,, R W � �- ,` ✓ i CENTERLINE ROAD � CONNECTION 3 SEPAR HOUSE NO SS CO W EX MONITORING WELL W STA 3+03 4' RT. 78 12 Ln SS MH HOUSE N0. ,,�c, C 0 1 Z 0 _ � Wes„ n PLUG 0 13 �' 1 2 R W x \ 7 ABANDON 6 SS 3 � f Z ,0 ri R W O. — / — W X ewti+ V CV LT O I W WY —e ` W ASS _ N LL',A MILK F-- 7YPQ � W W "W �, N' U) W „ �� W s SD � (EX 4 W TO BE ABAND� 1 — -, -l' iNl1 2t iTO��-- � '"� r 12Bwm " i „ SS PVC �S D Exsr r --' - -� �� SD MH INV 25.29 ' 461 LF 10 C L a 3 f � U y0 S STU Br C r f W S D � W SD MH INV 23.9 ' Q �r L10 I W GAN AVENUE SOUTH 5 0OSD — +00 ss . � � SD\ .,� SD �� _ SD — G SS VC ss 3 Ss SS s> > S� ewe. 0 ssJEX 8" SS pY` -- s S57 3 i �S SS G �/ —�SS O BYN G _ CONTROL PT (TYP) utl CB 10 71 STA. 5 92, 3.5' T. C.O. _ - - 1 1 HOUSE N0. 109 6 SS MH STA S M ^ L 1 7 ABA NDO EX MH 12 i� EX SS MH 22� G C.0 TOUSE NO.9 HOUSE N0. 1 3 /5 �F EX MONITORING WELL STA 5+75, LT 6 FT PLAN SS MANHOLE TOP 29.% LOCATE AND v ` IT* zT �,^ g�p� S INV 24-77 HOUSE N0. 81 CONNECT 11 1 /4' OR 22 1 /2' BEND 1"-20, CONTROL PT {MON) rtNc- � s PVc N INV 25.29 STA 5+76.0 15'CONC W INV 13.67 HOUSE NO. 75 TO EX SS 30.0' RT _ TyRz- a- c.T3 15"CONC E INV 13.67 -T — 32 32 E GROUND SURFACE — . . . . . . . . . LJ z _ w � z ¢ F- d � w �z .Q Q ;0 30 Z:�: : Q �-! s Z p o� W C Qj � Q -I w ,_. x U Z cr z Q < ,r,;l x w O � X i �, k a u I I 28 X W 10" CL 52 D.I- 28 m w t 461 LF, _ W 0- x -- W 26 W 26 24 W --I 4 3. 2 2 22 �, i%y, 3/-76 I Q > /�' /F Zr9 sa z ti, , . z - 20 S� -7� My z z � s_ oCD 20 z Yolz N ,� O N N h— + z 18 i �� ,z ; f : Z NOTES: 18 u� xl°' �, v cn� Ur r `c `� `n��' 1 • CITY OF RENTON DATUM o � �I� 16 2. EXISTING UTILITY LOCATIONS ARE j I APPROXIMATE. CONTRACTOR SHALL I LOCATE UTILITIES DURING CONSTRUCTION. 16 ; 3. PIPELINE STATIONS BASED ON I CENTERLINE ROAD. ELEV 00 6+00 7+00 4+00 5+ STA 3+00 dzk.A__1L i PROFILE HORz: fl�"=2o' CITY OF RENTO N VERT: F1"=2' DEPARTMENT OF PUBLIC WORKS LOGAN AVE. SO. RECOMMENDED FOR APPROVAL E WATER PLAN AND PROFILE (2 DESIGNED: RLM DATE: FILE NAME: PLAN REVIEW Ct CJ DRAWN: EGS - j SCALE, AS NOTED FIELD BOOK: PA'. CHECKED: Irngineering _WATER UTILITY CITE ophic APPROVED: SHEET: OF: vices N0. REVISION BY APPR. DATE DIRECTOR OF PUBLIC WORKS STA 7+53.48 ANGLE POINT (171. 12'41") REMOVE EX FIRE CENTERLINE ROAD HYD ASSEMBLY `W STA 7+98, LT 3 FT HOUSE NO. 150 HOUSE NO. 108 11 1 4' OR 22 1/2' BEND SS MANHOLE TOP 32.74 STA (MJxMJ) OUSE NO. 116 8"CLAY S INV 27.97 STA 11+26 7+03 LT 20 FT NEW FIRE HYD ASSEMBLY E%LAY N INV 27.97 CONNECT TO SS MH C.O. EX 6" SS Cl ON � RD. c�' � TIE—IN B } uj HOUSE NO. 126CONNECTION 3 SHED W 5 R/W 3 0 2 �-)\\\\\C� 0.R/W — — — — — — — N = A' P `�' 3 CL LOGAN AVE. SO. W k: 4 — C B w R w W W v W W E W T BE ABANDONED W —W- lb �' 1 STA.01 1 +83.51 3 3 0 b " 3 3 cn Un I cn t° --� -- — 1 z'BYN— $ — I N L rW f 3 t2,a _. -- W LO' W f435 LF 10" CL 52 D.I. W cn W PUNCHED CARRAGE BOLT 8+00 WJ ___8; S PVC + 10+00 11 00 — _ v — — — —y-- RD. I z i / LOGAN A ENUE SOUTH ABANDON !�. sPHAL — Exs��e5 Zqi sro M SD 3 SD SD �5G 3 SD EX 6" SS J aS 3 I D —W - -- — ' D C SD SC°— Bw►,� — —G �-- __S G— — cn F— ' —_ 0 cn in� to cn I Rp Sp �'"� SPHALTB - ° 0p 0 G C.0 R/W r �j 7x I R/W 2 x Li N I �,.0. ( I 8 ss uo 7 I / Lp 4"SS 1 S A. 7+80 d C.O. a R/w 9 J SS MH N \ SS MANHOLE TOP 33.51 ON RD HOUSE N0. 127 ,� HOUSE NO. 526 80CLAY S INV 26.90 8'CLAY S INV 25.48 SD MH INV 25.29 HOUSE N0. 117 HO SE NO. 121 B /2 L./� /Z"Gf'rP 5 _ 1.D �o ((� 8rCLAY N INV 26.86 ' < HOUSE NO. 109 HOUSE NO. 121 A -PLAN HOUSE NO. 129 18"CLAY W INV 24.33 18"CLAY E INV 24.33 1"=20' HOUSE NO. 103 W Z C4�) 1=- Y 4 a z EX GROU D SURFA E ui Y z 3 z < x � I � � o 'x - z x. 32 is z - I z I Q : o O 32 iz k� _ � a li.l 7 z c _ 30 W of i — : .^ f 435 LF 10" C 52 D.i. fX 30 1 xj �w 28 — j 28 _ i sirr S. , 26 --- — -- j 26 -- o rn o 24 24 To + + Ln � � SiA // 39 ' c cn oo Q .0 cn Un cn Q Q cn Q cn O tV NaW ��.II � • u L V, ,m 33,4 J uo � . . . . . . . . . . . r c2 22 04 22 <t _ s�-A //t N .W NOTES: Tye z. �� - � 20 1 . CITY OF RENTON DATUM � j;n � 2. EXISTING UTILITY LOCATIONS 20 A I QW ��CV W ARE APPROXIMATE. CONTRACTOR +1 ( oi— v '�� c SHALL LOCATE UTILITIES < c; _ • DURING CONSTRUCTION. ELE1/ 3. PIPELINE STATIONS BASED ON : . . CENTERLINE ROAD. FOR ADDITIONAL CONTROL PTS SEE SHT 3. 9+00 10+00 1 1 +00 8+00 PROFILE STA 7+00 _ HORZ: 1"=20' VERT: 1"=2' CITY OF RENTO N DEPARTMENT OF PUBLIC WORKS LOGAN AVE. S0. RECOMMENDED FOR APPROVAL E WATER PLAN AND PROFILE (� DESIGNED: RLM DATE: FILE NAME: PLAN REVIEW DATE S DRAWN: EGS CHECKED: SCALE: AS NOTED FIELD BOOK: PAGE: Engineering WATER UTILITY DA 7 E Q rcph is NO REVISION BY APPR. DATE APPROVED: SHEET: 2 OF: Services DIRECroR of Pueuc WORKS _.;. .. .s-r . . , ''4 " • ....-_. -..--.__ - t 1 i I , I' ; I I :I I j 1 1 t i, f�� t I m ! '!Tthl", }-: II I t I 1N 11 II I .l �I I I iiI�� I 1� I ��I 1I i`Ir I' i l•' t� 4Ij�� 1 8 I I j i1 N'' 1 'I, 1} ,(^]�,r�i t ',i ti"+J!i `� 1 ili ' 'i i .l I i i1 II Il `Iii w I �I1 'li II, 1 _._T� "" ; I II 11 t! ; i I i111111 iI} I,,- !} t.,.+. tlr; .._ .�.r ;+�+ . , lul ' _ I I f'i i, t t I 1; I I i � I �I i I i' 1 .,.. m. _ lII , jl: it 11 II 'I r I + j i ,II ; ii { C l I I Ii l l' 'I, 1''li I 'i Ij 1c II p� i' j II ll 1i�i ;' ; 1 .1 j l �1 Ii ,; ,' ►'iF i,�l �i'I ------------------ ---11 1 - ---- - ! �'' I l j 1-i i . I I I�1111 �' i�. ; ,,' + ? ,I r i;i t i I 1111 �,i I I e w s'w } 1i1 I Ili i 14 gill ;jai 1 It t ,j,. � ,IfI, 14�a , 13` lI,� .� ,IIII, I IIII ill, �ili,l+ �,!'' I 2 c , 11i't ��I. I. Ilji11 11I Ill I�i 'I i�l I -� -- . I I III I ,I W l I� ;' - �, ss w ;, it } ,{,I ri 1.1 h i ii ', Ii• lil ,iII, I Ili i�l i R .FLI 985.1.5 - _ - II +SI Q ", +I..1I4rr - .1. �h� JT It r Irt, �' ',1: Il`I� j t 1 , , :l, ij'-�- I l tI •I �1 1 ' , II`i•;l I11 I i I, I :� �- i ..I -1 i 1•�I r7 I I ;I t t -I I! t,� •�. I I i IIi I --- �- •_1•-• _ 4 V Ir tl' ! 1 ' IIi ; !i I �T•QT' I 7, r-r ,r�--rr',rr _ _— _ �.- Is N.M".H�— 24��S 7 24 S it IIII j 1' ♦' 1 ?t! it i I I IIIII -- i i. }.I 2x3 T - -- _---------------_--------- 1 I O ! I Lrt;' :.'—._- I.� "'""."`�--EXIST. SAN, M.H.— I ----------- m------ % _ - i� li •j I. tl I II1I716,lII,j i it l "�: �� '�"""r ITw-T-. .. - " •-_ I -;:r.;r�•••-•I,•-•.T"�' .-r�-r* rrz-- t T'T� I I t I' ,1 t I I li .,. , I -- I lT i II l i I i I t t ! I 1;i, i 17'i N_ 11� I' I.iI III I I �1 ,�.a;• .f+� 'iI flI li III 1 II .. ,.yl rl �' ;I-illli i Il .. - 1 I�, ,} {-' �:a H.j �,r ;'' �Iil� „ l ,i�' I i Ili 1 IiI 11111111I 1 I mm �. li Iltl ��t t. 1•� I I�i Ij!'' '�III� !il (' - ?�-,t• .tmi �,,• I yP 1 I l l:l I II 'll Ili II }Ij 11 �I,I III IIIII it ililll111 Ili it r� 1... Iitl: '�L 1� 'I� I'1 ' j IIII 'I I W _ 7tt .� rre r1, 7 M � ' II (, ;I 1 I 17 ON N 'I 11'I Ill�i� Illill IIII it i I T'il t I I i 1. i �I t # •1 D V ,mv1,{ 1 �.j,,1 i I I I :v" 00 I �If I, ;1 I i,.�..;t ;,j il;i it 41+� ,t'V ., 1 I!I 11 ?1 In .t/► II II it I li i� ' - I Ow + + I tt. J „t ftF 1.t 'I I (T" T ll I w ��! i! I I - :il. 1 I rN N O I! I I D :;pl I I I. i p.1'tr 11 1 I It' 1 :Ill li I - I I I ,� I I I (A II , 1 i11 i 1 f o I I i - j i I cb� i �' I ,. I I' I .I..I I 1 I I . •iy i -t` I. -', ''.R11 •I I i I s I I Ij 1 Im j I il11 .4 •1- { :l.4 iii,, ''il i• Ii1-j Ili III I,,.�' �; i I I III 111� I ! fI} �,;•}�-- i1 .�i-III• (•,l,ili-+, '11'I I I (�1 i1,I ;1 III 1 i t i..t,il7;i '�;:-+, Ij I -;�; ii�t I it 1 I I 1 1 1 N p I I. !,(`� Iii j i..;r 1111.1 l I l j ,ice I' m I. , I;lil „I I 1 I' II I i ii'. I, , ..1 ...Iro I I l' i'I I JI i. I. I ,I I I m -, ►* ?'� I '' f j I IIII I I I 1 (- II ►II I I' ll ill li Y N� it � N 11111111, 1 i I N , i 'i 1 �( I IIt1 I I I 'I !i �yy� I I'' ,,11" '+. ,{ l jl i 1 I P it 11 ill: iII IIII II iII j i 1 I 1.. } i ; I ., ai. ; Iii +1 11 II11 I; , Nn I I '� I I. I I" I r,�lli i it , * I 1 /� , I, I il' 1 I IiI .iit its{_i.1.1 ,. .It i-I�"t, "1• I''i i- '1 'I�- I l - 1I I i 11' , �) N ;I " I ji l�ll l I, lil , I D I li i ' .I' Ili IIl1I 'il ill i�7 ml'i I i i - 1 It id'} 'I ;I •t,�I — i;!, �i', ; II i I� I I Ia z I �iii 1 i ..�: 11 III I ii I i li i' �.; t ' IIi IiI. i1'1 !,i 1 i'Iil 111 1�111� :111 11 1 'i IIII II'+Ii�II A , 1111 'I ' j, •I 1 N D 1 11 I 1,i I II II I j I" i!Q it II I I L;i �: IIii1.I1 I . 4 .}' I -ji�+l �� 11N1 . I ,, Ill I' I :,.. � ijtq {ii` i.11 I(1 t III I r.i,I, i I I 1 1 I II, Y li !I ! $'!1�1��­ l I I I - m I "' 'ti i. '-I; ,i 'Il I'i 'I I' I' 1 ...Ili I' I I I �I;� ;; I I ,. ,. {..(I il:, .� , uj I1l Ii 'I'I 11 I fill r ii1 I 11 I 1 } 1!'I 11 1 1 1 I I �II I.. D 111 IIm '!I l I, I•' j j j I: I N , (n ;1 i ll it 1j11�1 1 tiilj I�lll1 �', I 1 I1 I Orl I I --) I 1 f�+ �i.l I I,II I I I i i 1 s , w,il m 1 „{ irl r' 1r •r• -I i \ I I It I I I , I -r1 * I'1' I+•; ' y I-.. t .i,l t �� I' t 'i i- , ,� (� I ' ,��. I i �/' r i I . ;I i_ I-i�-�1II t, #, ;r I! l �+�i t , v I I I 4 i -� 1 i t ..I1 N 1 I I Till II I - , I I ..0 . ' II' IIi I i ;I I I', �I'i1 +!I I'I II 11 i it II 1 1 I I ..1 } •,'.I T.1! ',II' 'I. + ill l' II � '�:� i,i••I� �' I,1, i �� . ..i I 1 'r� l { T. ' j � 1 Q l ;i I i N ' �t 7�- ! , j',I i i i ' .. ri , IiI I IZ 1 jI7 !� i I IiI 1', l- li i I I I I �i I II I I 1 2 Ij' I i i""+I1�'I. I 11 I I l I :I I iII II i, ' ! 1 Iii .i .i M 1.1. t l,• I,' •l .I P, , I' I I. I III I 1 Ir , I I I. I ii. I ,.1. t i rt 1it 1 1, , +ril 1. {I r�l + '1 ;I 1 , 11 . T 'I. i i I , I I I' II '11 IIII I ,i Ill: I 'I' ;I 1 ..� �i ,+ .) j' I * .,�� r'jr•I'•I .•,Il 1, .I tl '-'� I 1 I I I�1 I !i l�i I 1 1 1 I I 1!, , l r l l I 1,.. �• I + i• .I : `� ,II.i i;' rll+ Ij - j;�r �7 i I '�II. � I�'� 'li" lilj j �I' I •I�I � I r I �tl 1� T ��!1 I" �I „ :III{. ,{;... � s,' 221 li ' I:I I I ,I1 I j I li 1 II 1' ! ! T �I ! ' �.,, . 1,il:,i '"'+ti� h 1i111 1 i�}{ I i' I fill I it I + ! + jt J�'llr ' ;t' I II �� III III ? Il I y�y I " I 1 li I I I I � I ' t ,'11 't'r I, , lili I II it I:1 I'Il !III '.li Iil1 N ' ::I •r i,.I .. , ..1l •,i1' •� V I I ,II I 'I l 1 '1 l l I I I 11I I l i, �' •!'- +' ? r,'r' i ' I I i I I I I' I' Q I , I' I, I' I �I '�I r 1 I I' "j 1 'I 'I ,Ili i.l 1 0 ' 1 N i II,� 1,i1 , I�i �T,�! i I Ill Ir,iI ,11'I III II I' II(j illl , i'.,; i IiI. ,+I ''.Ij :� � I .. ;.� ; ,II i ..IjI ;1,, Ijl , �,Itt.i,I A I I ll I I II ,Ill II I !'j� ,� 1 .11 i1, , IIit •► '' tt''ill,i I Itl' i 11 'a I O l 111 I: :;I .,I ,� Ii :tl �. (+i, I l :,, I Ili 1,it I•Ir1..'ll 1. I O IIIII I' I I I O 'I 1 r :I I �, �I I''1II I1' '.i II I'. I . I ! �' 1 It 1 1' I 11 I II I ,1 ( i•I I .,, i iili•, l , I I (I it ilk 1 111Ili IPP 111 I i '. 1 :IIII I IIII II �I i li it Ilil li I �I� 1 Ii I I ' (: •' -i 'I1I.j. 1 "i ` I I I11I lill i i I I !11i I II 11 I ,ii, III illf� 11 �1'11' I IIi I i i' I II: IiI .,i II I i. I I w 0 I 1ri I ( 1 I I I I I „ I 1 i I' I 1I I'' II ill II'l i iI IiI! ! Ilj. ii I+-, 11' IIII 1-1� III• 'I' ' , II11,I Ir Ii 111 II I , m i III I:,I 1 l ' ` \ _ I i.r li I,' ,1, I I' Ii I }I ; l I 1 1 II I I +�I 1 � r i• I \ 1 I ; 11 I I I 11 II I I I I 1 III I I II 11 I' I I II I i l I i I Ii li II I1 I 1 i iI I 1 I'li �ji. N i i t 11 I �� o I 11' Lti I. 1 i. t I it ,' ti , I ., I. i(j (ili l' 'I I II IiI it 'i I IIi II 1 Ii,i 1 iI I H Illl:i'1. 1 - 1 ` II i' i1' j I i., i li fl i i,I I I i�� . ;i I ;i. It y.. l..:l '} N �7 - I1 mII I iI 11 i j 'I' I' jlI m I6 +I . , r ,,1 it ►,' f' 'I I 1 T it L I �, I;' i '? 1,i , -ljI• `,i �.I{{II II.i I(I iI I'.�1 ! i ! It I 1111 1?i1 , ,j it 1,1 t(i I � � 1 1 w ,11'_I;,: 'II II I'I'I ,' ,I 'i'11' ;, �1�: 1 I. '.,. ..,� >•.I' 'iI �1". ; j•, .:,I I,• rtf til- j •- I j I, i, I�ti 1, , .�I , ; �`- I I O ' r, I 1, •;,•I+ jilt ;r '1 1' ril i , 1 I11'; I IiI i II It I!l1 I II I 1 I II i It'tt1 `'-1 O r 1 I O ,' I, 11 ,I �I, 1i.� i' I• 'I il' (I i 1 'j •i� �!1.� 1 I;,;j; ' .� I't i'i• '!II T1'1 I"`I, O' I 'I N I I w I I ,I , ,.� , i.. ,i+. , I I , iIl ,,. .I`t.lt lil I ?• I I I . 1 I, 1 i I II I I• t� I 1 III II 1I 1 11 II .I. ,'II: •l i ' 1 1 i I III' i j ; IIIICi I i I I 1� ,, , i♦ 1 r'It tt 'tl� �i Ili I 11 I I j I + i 1 I} i + Ii j i I I' 1 , + I 11 r , 1. i i Ill, I1 I i I, . I 11 'i I i i1 I l '1 III I I i II I '• 11 I m J -- Till, II II,I I li 1 I I I I i'I ` I I I i i 11 I II,1 1 111 I I I I� I I I if , 'I-I'i ;1. I I t t PI 1 I I I" � I•i ii �'i r I I II I f'I I 'I' 1I il' 1 1 I l i''t I III ,i „ 1 I II i ;;+ t ,i +tJI `� i� , i; tr ; i+ ;1 , t t I 1 I l-� t1' 11 i ! I i �'I i I1'i. 11 i I I ;I i I' ITTf1T'1 I ?Tf Rf? I -I EXiST 9AN.• M;H, I i • .' I l( i I 1 I ! ill I 1 I ;, ,.t• 1 I I , IIi I l l I l I I t I' 'ri w•...f.-^ l , I I .} Tj- * il!' 'I1 j I I ' '•I ',i I i.. jI ( 1 111 I I1111 ',! ll Ill I I '1 I 1 I .j• i I i 1 I1I i iI 1 II 1 {I I I� 1 i. •I,i t l„ iI rl is t 1 , I , 'I i 1 l tt I I I I IIII ii I II I l i I ,' j, i; .;.I. i,I! it,ri tit i11 I1 +� it 1 it 'I I "1 i{ 1 i I I : ,I 1'I ` 1 I r t i y+l. .r i ? 1 1 1{ ... i; I i III IIi IIII li II I I I I t h 1 t�11 I I I ` j 1 II I Ili: I I I� I!ll r !, I N I I i i' �I 1 W(I I III i li I{ 'I' i I i' -1 ll' 1 I I Ii I I iii Ili id lil , 1 i I I 1I I IIII I 1 ,I .1r ,. .I I 1 1 I I i j I �I i I 1 ,li.11 I i I -_ •� I t ., ti , +' i 'I ,; i,I I I, I ,IIIII v t r', i 4 l I i t I I '� I I I '' ,, 1 r tI — I I i I II I Mti' �i ,t ,1 I' I '1 1t1 I iIi o I , 1 I;i,,'+� ; } 4 i; ; I \ I I .p I �' I'I ll I} rt.. ,t t.,, ill,- i't�l i + I I 1! tlli I it' "Itl I �I I t �I 'i i'�� 111' I II tl 1'I 1 i i l 1 {i., +- +l Y +1 ji '1l Q f i;, II ill' I', ll I I II i i I I ' I:I;., I I l � � I I ��,' �. 1 II I I llli IIII II ,' li 1i1t ,j lllii I, •IiI II' �I ;;i, "1.; ',, :'1 i; i' ,•; !'., li -Il' It ;' "c 1 l;il ,iI1, i -i(i,I', 1 ; ! �I .I II I r Ir t 1 ii IIII "' +! i 1 t 1i',1 ill; jl I , I IiI TI Ij 1'I I. 11 I --F C)0 l t' ., i i I 'i III li lill 1 , 'i II i ;1 '_�' I I 1 II "I 1 i i i i jl I rill 11 '' I '_ I I''I i1 11 I ;i i.i. i; :;II,,,; .} ill;"i1 i' li t + I1 �} r rl 'F . I 1 I �'. I i ''I 1' II ,; 11• :' I+ f r I11I! i II l'' II, ''I !' 1 I' -_J , I 1 I ! I + ''it- itit I11-i i . t t 'j 11 I{4, �',i I ! I ill! 1 I ...� Iill 111 11� l I 1 ' 1��1 I�. IIi IIII' I Ii I III IIII i I Ill 1 i 1 �r II :IIi I t� i k II II ,iI IIII IIII III l �) r ri ♦' + tl i i!i 1i. , i. i;( 1" i II. r' I'i�i 1 1 1.:, it i I'I' i i I i 1 1 1 i 1ri -litfi 0. i 1:111111 [ I lT i I III i! li l .i'iI'.i 1 I � ' � �i C ,11 11 1 � ��l III ,i �� r r� l i'. 1I I i' I �� I' t { I' i;l.i i � 'I 1 � III I I 04 1 I i- I 1 �Tli IIII LI Il r 11 k I I I 4 1i I i + I 11 ri I' o �I ! I I I II w I) { I I 1 I I i I I I i :, i I I 11 11 illl I'IIli I III1''}I'1 , III , i I� l;t +{ i }1 I r 11 fi`�i i 1 i 1 I I I I �� 1 YI, Tl t t' t 1 n i j l i r t1 1 I { l� I i 1 i I 1 I '; - li - i., I .1� t _ III i• i ''.I I' I�.I, 1 �, �I ! .' .1. IIi j'I� 1:.1.1 ► -^ I 'III ! I I I il I 11 III I I �II, ! II i 1 "1 I'H i. ji 1.� I. 'I i. ,I i I. i , ,1., +1. ` i 'i {lllr) I 'I f• 1 { i ., �� II i ,' y 1 (:,, , Y } "i_ It l 1'if +I 1'il '1�1 11' I' i i� i 1 i ,II } it l I i II III 1'.I I'I.II,Ii I 1 IiI l , .III i 1 I II i- i/ �� I I i I I i I I I I I I _I I I I. l 1 (I ' it , I ,11 I'. 1 li 111 I I: Ili l.� , �' I ; 1IJ.1 �:` 1 , I .I I'i .,' I ill i I Ill ' + ( i li rr 1 Iii lil it l�i IIi , { I ,I ; t,I, .r I I 1 I `l l ,} I ; i 1 IIi i I', 0 11 '.I I1,1l Ili' I ►I i11 III lI i i I iI I li I 11 t' II 1 i I I 1 i II I I I I i �! 1 I IiI I I' t II i' I y .{' r'li t, j rt y•J+ ;?i* , — + 1 III II .'1 I f 1 �.- ' fit �_� •�j ttll'i t-j i; 1� iI + ±Ij ' , �' I j I I I 'II I O {. r , i !t t }II, }1 1 I' 1 IIII !il �I I 'I II .1 I i� i;' fl ( ( i! ( I 1 O I III I 1 l 1 I IIII Ill: 1' ��II';I IIII III l I I11' .i�i l'..(/) I'.�111 1 i;i 11I �11 i- i ;j�{i i -i 'i+ 1}Il i 1"� 'ii �� I I , it . IiI I l _ . tit it . ..,„ I' 11 r I 1 1 1i ' 1T1}; 1 i � I Itl I I ,I 'l l j IIII 1C j ll I•I I ili I',i I it I I IIIII i' I i I , ;i , ►t t l {1 , T, I- 1 . I I'I !1 i 1� I I' } i, i I►/� }1+.+ �t I i I t j li 1� I!i �lil "i ll I I III I I �f IIIII ,I, 1 �t-� !1 rt -j 0 J. 1t I i 1" I t II �I.� �VJ i I I� iI II- 'I' � I 1 11 III 1I iI ��� I Ii( I I i 111 lj IIII !;ll ) I li IIi{ f I'+ I+. 'L. I, 1 I i.I li it?il I 1 i l IIII I 11 i I l- I �I "! l �� i* ' I. 1.`t1. Ills t l I j'II I Vr I I f,l �II 11 11'II,1) 1 1 I •! 1 , I:,I• ,rr, ! „ l t r i''� I fi I j !ill I: 1 'll [ I� I I l -.. ) I 11 I I' 1 I �..I., .I 'ill I ! I , I I., I I' I I I I I I I; I i� I I III 1! I �' I , ,,{I.. X�' H., - -*-i j 1-i l i1 Ht 1 1 1 IIII I II " I II _ I - i 1. 1. 1. ! - I - l .,: '; . i 1+ 11 iI{, i t 1 ;"'^ ,II.:',I ,I !'. III1I!i -IIII t f( 1 �'fr r + ? i11i n l lfi I ' I I ; I I111 ' ;I ' 1 , 1 i ;Ij_ 1 r*� t }' . I Ili 1I I I it Cip t I , i-+l� -' } I } �; f 'it}11I11 I rIl! I I IIi!., Il II 1 iti� T�I ; 11 f �'I, I I I ji(I 1 I lI r �r I i' I., li ii,, ,il i ,I L,ii i,:tt �;: {. '; . ;;Il I 1 I'i 1 ' ii'1 11ir ii I ti ij7 ti i t IIII 1 iI ( 1 1 '1r 'ii i j t I } I +I } I I 1. j I',i) f I �' li ( l illI i' 1 I. I I I j ( i , { , J�jl i I I , t. .. .I; ; 1 I t I' iI �l �i 1 I I it i '� I 1 111..i;11i11 ;1 , II t,i. } li �I Ili II ' ''li l .1 i I ! i 11 l l �! 1 1. II II 1 1 i �I1L j,il i I i',Il 111 1I I i ll II �! I,�j I' III m � II i II 1, I 1 . II I•I i' II ICI i. I •; t- -I i I 1' 1'f' 'i 11 11 II 11 I; I I i j r 1 1+' I I IIi I i r r 1 11 11 !I 1 i-i II ii. I .t' 1. i. I.j I IIi i t I III I i_.I 1.1: I t I i �� I I ; CN %��I :I I ill I I .I I I ill I ',TI r, �. � i.Imlllil i i I 1 1 I 'i �� l!11 1 1 Ilili III I ! �i L,1 it i I, 1. i I 1 I . 1 I I ?11 I iI� 'I ( i l l.� t � } i Ill , 1 I 1 l 'I I1 , I lI !' IIII j1 I � I f I f i ,r ; { i; I , 1' { ' 1 I�'1 , IIi I; I ll Ill: �1 i �fiil l — , , „' T l�tl'II! t I 'i t * I fill li'11 I + l i IIi lVI 111I'ijllli 11� Ilj 1' . I , II I� Irl� 1 I' , I i 1 I 1 I � li I. ,j1 O i T I ill �I iII l 1,1� i 1 II 1 I r... t i, 1► , Ili , 1it I I I l I I I ;:IIII l' t t t111111' .,lt} tt I,!t I� tr 1 i it l� 1 }lIli „ I 'lj } t t '1rit'ii'11 i I if' t III l! I T'') 1 II 1', 11' I1'I: rill III 11 I ill IICI i1I :I0 ' Ili iiI I Iil I ( t +�,—IA 3 ' I , 11 T% 1 '�» i 1 I' I I'' i�,1I I iI 1, V i ii I ':(. ; ' I 1 I ''�;it �I V) , ,I i I l t I�. I i t } I iLl I � . I,�Itm,11 Ii1�} Ij I I Li l Ii I .I, r, t I"'1..---` �� i—'EXIST. SAN. M.H.— I I II D �' 11 � j I' I .4 '1 ' �- ' �, �II��,;� ,Ii��I1+ i tI'1II t I} 1} �,I ,,;. II i ! N. I' I' ; I' - I r rI t I� jl I1W # 1 it IT IIi ii11 1 t; + I I' l''I ;I' I �I r 1 1 f 1!.! I pit t I} I I �I I I l i / I I, I, 1:.1 If '+ 1 1,,t fir> l T!, II , I ih! III I l 1 I I ; ! ao tl ,r�i i t'It} / +*t' I t I it li !I i }}� ,� ril m (- rn , , ji "'-' -- i t I I' • , , i I' ill i 111 I .A I I ',.:.. ?i, i I I , '_. - ( I 1 (0, I I I I I I i I l I I I I I I-' z 1 I I;I I II� n o� 1j �tii 1 it i 1.T -I 1 M; ,� i I ti r�l I.-L, 1 j j'�.'�j�11 },II �,il i i,! u_Z C c' I I I ,' 1 t i;l- ..'...�• llj l II I'�- I !I I1-t I1 , II IIII ,I it �W, '.�1 � i �1 1 1 ja.l' I -i irll_I ( I 111 I+' n T I i.. , II III I'N O t II • I iI ! 1 rI Ii III ,. N. �I .r ill, l- 4 !1t Ii{I i 1i t 1�it1 I II i i II T- • I N, 1 I i - I 1 i. t' t 11 �, i•r� , ,, ,! l:ir,i, } t I 11 1 i 1 '' ►i ~ •� I' �. I I II ji l I I 1�1 I (� Illil! I11' �. Il i t II j !j' j Ill' { � � (j ;; I I' I' � �' IJ I i11 II � ;I 1� , �Iil. rlt !r . .II..;!II I 1 i Ii I 1 !I i ,; ; 1 1 ..1 I 1 I +I :_1 j i I. '� .i I .r i, I I' 1 t I IiI 'Iii ;7 T , ) , II1�. -� 1 '111i III I 1 t , I it IIIi 1 t' -i I j i1 �' n i' II , , 1 ','I r :I 1llr .,11 ll.lii, ll ^ m m 1 � I � I I i1' i 1 1, A I' 1 ' I R1 I I ,,,,+ `J N 1 `1 .n I _. II IIII II � I I II! I l I I 11 '1 ',,I Mil 'l Ili' 11.1 - .1 ti. : �t ,11k r�il 'li I,r IIi) I w 1 I M 1 1 l 11 1 I', 1 ', '.1 i -{ i' t) 'i i, IiI' 1 li � 1. I i I 1 IJ' I i �, ti +� +I I , ?i►I I, t 1f i1 I 11 I 'j II li i lIl I W +'1 I I I 4Ill __ t , ' i I j ; i1I tl 'i 1 1 11 1 Jr;}; I �'rl r i'trI.1 I T� O�l 1 , O i J ; j'1 11 I i1 I N y' I �II ii l..i- ill' �� 1 ,, t ,, I I `' 'Il I III Ii I'IfV+ll I �' II t'Ili,; 1 , O . 'li I I 'I I tlli i i I'I �1 Ii I �I I!illl-� 11 } •,;II:ii i�+,,' III ; II I j i I II ti I ! I '� i ''il 1 -{ tl.i + ; 0• 11 i ' I i1 i � -� t�r t •I; 1T . I 1 li1 ? } } t (' 1 L.i I I .I i I I I I I '1 I 1, I I. i' 11� r I I� i. II, � 1 II i t Il '11 lI: r ti �111 ,: ,IIi ,(.�il. 1.1 ... I. I I j II '1 1111 it II II 1 I i , Ili I II• �1 .1 i• , .. 1�1! II II L ' I + 1 ' i i I' I r � 1 i ,I I I I 11 1 11i,�i,l �.�I I j',11 IIII II i II �I 61 II ,1,II I I 1 r I I'I t I l } 1 l i l l I. + ��r., �l ! 1I� III I1, I Il; 1ti1 � � I Q� l i 1111 TO H:r-r:�6 0,', I i 1 i1i� t 1 T� j , Itl t I I 1 i �l; I. ; IIII , ItIt fI' , I I 1 , i; l II 1 I I , I1111I TiI j i j l:,l u a� 1 IIII I! I�I i 1 I i � ll �, LEI ►�} ! I '} ; II, l I j l �� I- I. j 1E111 I�;I.!I� I{�1II -� j ` II ,j;; If IIII I ' l Il ,' jl I! Itl� I 1 Ili 11 i � III I 1 ; I I11iiI Irl it I'il 1 } tf4 II'. III ' I , I -1 I i I 1 I,t .I ,. ;,.1 ,11 Ili i ititlIlilit t11� I I I I Il I , Iii I tI'...: .. ! II III j I '1I I • ���'I ,1 I 1 III IItil II f IiI Ili II - i I, I l, �I ll 1lrl. rii III II . I-I ! it li I , I it I IIII �I 1,' !I I ! I I I m 1 111 I !I lil IIII 1 II 'III I!I III I'il I I{ I 1 tlji Ii;1 IIII I II I i 1i I"ii t 11 il' I'Il T f} Ili' i IIi lrlrillli{ ; I I '�D O 1 I` 1• II ! iI *r �? liifl•j11 I t I r II l jjil I11 I l l; I I I i 111 II ' I I I� IIIII II Ill: II I I I 0) OD I IIi I111 ; ; , 1 j ;�I 1 I -�.' 1.Ii i I I � ;' 1 �I _ I1 ,!, ;Ir.I .,.: . I I. I .�� I. l`111I i" I' I � (71 111'I I ll :.Ill I illil ll , , 1, 1 1i } t ;l ' { jrI(f 1!I li�l ' II liil IiI 11; I 1 i!1 I' i�l it I , I i III i 11 iI I 11' Ij II 11 111I 11 I 11 1, I�;i 1 I �:I. 1 I I I I I I III' I j , 1 i .� 1 I I 111 II III'' I I it t rr t t �, II l�l iI II li 11 'j i I I i 11 �tj' ""i it 1 l II 1 i I' ill iji l f i' I1 i I. i 1 1 I'�1 �I'; I I' I I i ! 11'' , Ill f i I ,, i I1 I t , Ii it I ,11 I �; 111 Ii It I ;� I 11I III II II I1 'IiI ' ll I I Il I IIi: l il�, II j II� , ,I'''-+I i1 1 II 1 I 1 � ;� , Yllllllll , i � ' 1 !� + , r , � j I ,jrf. i II1 r 1 { I i l I I� ,i ��li ;IIrI IliIL II IiI. I �I i h I I1 i l i `I Ill 1k ;i I , ,�.�� I ; I. 11' P, . t' I ,I; i i Iit r !it. 11 III I t I 1 I Ii ' II' ills I rll: I 1 : I I I. ► I, ; +; 1 . 1;1 I I I II I i1 I I ll � y 111 Ii yI 111 i 1 ; ;ril jl } i ii t trrl 1• + I , }'} 1 I (.. ;I.f , L. I ..{ I Il I.,I III 'T I. ,, I 1 i4 iijl I'lit ' ., it 1 III I'Ili ; IIi ;IiI !�li i�' I 1 1 �y� I I' 11 iI I it ! III' I I i I 1 i i it i I +,, �I 1 t1 t'il i ;;, I ri' 1 1, IIi I 1 I I II l ;t t,I, I ill, III ( III rI i I i I 11 1 II, 1I1 ! li IIII 11I1 Ill II I I F iii , j t L.� ill ,III iiil (I 1 111 1,, r I , 1 :,' I I.! i ! !i ' ! I I ;� i .I ; i:li i}}t 11�� i �11' I I — I IIII I -� I�t 1 i I I I ii} 1-t i11i if i 1. 11r", � I I IIj IIl I1' llilII Ii: 111I1I1; II III tl I 1 l (jl 111i I � Ill II I i 1 11 I. II ',I 1! 1 t 1 „ ,I 0) I I i II ( 1 1III l Ii I ,. , t i �; i I111 I i t 1f! ;Ii i1111,;i r i I1 i` Ii I I i �I iII, j I I Iii I!'I I fii I I1 ;, 1 � ' I .!I 1 I1 I iIj Ii IIII II �I ?i,+ Il Ir 1; , �.. ' } y. t i j!'I �( I 111 iII li I 1 I 11 11 I I I11 II II, %1 ll�l i' 1. ! , I !I �i,. I�I I i { iI' I1 , 1 II , I' I I I ' I i l ilk I i I!It I;_ i ,{itl. l,l �'-II. - I I I I li I �' ..t1 -i111 .``Ill r ( } 17 ` i j' 1 n i;i, •I 1 IIr }� 1 i ri ;it 1 11 ! 111 I Ii! Ili: II I, I � li I I �1 1 I 'i ,,;; 11 II 'I it III rIIji I I !I 11 I l I i I I I r i } i 1 ` i 1I• ,i f Ills i 15,1 iII I1.1 i II I1 11i lri ! jb }I + � i i II'1 ll� IIII !II I1 i I II IiI IIIIIlIii M it I I 14� 'I ( t III 11 1 I II I I II I �11 I 1 I I I I I ! ,I " ?tf i1 j I'i III I� I I I II i i i}} .1 II l 1. I 1. I: r i i i`, , y l 1 toI +li , l t rl I I 1 I i} I i iI1 l 11 ; 1 I - - liil IIi I IIi I, I ill 1 I i I 1 1 to II �lll ;,II i li + 11 II i - I _ O tG i �j + 1, tf 1 I I ri I It �II I l I I � 1 1 +llt l I 'j ?}'I r• II ; i �� tI T I, II III, I I I .� II� 1 I I I I+, mm I I _m p 1 i II I II I1 I ! I I II i �:t1 ; r illij?I"{ tIi I N N I I 01) I p . W ' . I I 11t it if 11 i � I IIII I ! �I i t0 I 0 I I!I ►fl El l- i� 1I ' I' i I1 ! 1��. : l.. � IIII I Ii li � 1 � � l N _ OD (jt:j 1. i.i { I 1 1 ' } i ! ll9� *�, yII+ 114r. } ; }i 11 I IIII j�}III +ill }i Bill 11 li I I ,' , i m�*,' O I ij ` 11 I !ii j 1 II i III lI II iI ( I ., +. 1 +i ;�'t, ,. 11 .I.I+ t! 1 1 1N`1 N Ir IIII 1 � l i IIi L 11 I Il O I 1 tILI 'i rr I II t ' '� I Ii { t ilj I I jrn I1 't� �i!i ; j ,;1i „� I,1111� p I a fill ij i 11r ! 1 'II I ij t II 11 ll I i 1 II j , ; j; 1 I I IIII I 11 .n w l i �III Ii I i Ii ; ii �� ^+ ii } j, ;, 4 t �i i ,,. .1 } t I I .•� D I i:l: rill I.T. '�m'IIIrIIIrII {I1 I� , 1 ! t I11y i + 1 i1I 1I ' i' t jlI I f IIII ill III 11 I'11II iI I I IIII II IIII II �I���IIII I ; a I 1'.. 11� ,,' ; I �III� I i111 � I I I�I 1� 1 I ill il,�" 11 � 1l;.1 11 I„ I I _ t , I Ii Ii - ll I I 1 Z co 1 I' l i i l i l; it i t' ,I I 1 IIII i II rill i (1 i II ,I l,{ IIi li I f:IIIII -t I i ,I 1n' ilil IiI I 1 1I I 1 1I I l' I �i i li ► ' i' :I, I It. t0 I1 1 i I 1 .:, � it 1 1 P -1 .,. 1 ' �' r ill I 1 ( m i I �I .I I;ii .I 1 /11 I�I li I is I Il�tl lil' Il iI I it 'I; IIII �.'I ,'' !i I I' I 1 ;-'4 I l I 1ti I , 1- I I I I I I ill j i, it i II i" '' l II 11 .1 I 1(11 i' , N- I N I i 1IIt , ;� i 1 1 1 I III I1 1 I i III I 11 €1I ,1 III ;i �I i-I�: 1 j :i} Iil!", '�i„I..1i , .I- 1 I i}+ }1r:1, ,• fl I ;. } 1-1- I 2 i s 1 ': 1t 1 h�! } t �' I iI IiI I I II I, it I li l I IIII I it I I 111 I i 1 __ __ I III I I I i Ii ; i 111 � ; ;t ;r,';I.. , I -- D I II it 111 I.i'I i I I 11 l 111� l iT , j11 Iii I� }P► 111�111 II il I' I I ,l.' li II ' ' I!'Ii,' i •, Ilrl r- / " I 1 ll II ri 1 iI it �I 1 l; 1 Iit 'tl •!' 1 ------------- ---------- --- I I Ii I I' i iI I ii,i it ,It;!T T jl t } r��l : .IIII t l I' it - 1 . --- -- ------ ---- ---- C i :! fi il11I11 i't ♦ i i I I It I 'r lI tl IIII i l l I I ll�jl 111 'IIII IiI j Illj II III li IIIII �I jl Ill: tI ill n i I _�I I 1111i� IIIII � I II I lI I I1 � 11 I � Oil It rill II ( 11 ?I! iIt IIi1 It�{ I1I,1 I lil Till '1 I I I i Ilii;�i'Il i ') Ijlj I 12 W I I -+ 1 j1 •Il111 I••11,;? ��l Iii jI ll i l i 11 If� I II j I 'I !I + s'Is - s il. II Itll iI I II I I I •' { ,. I..tI, II.jI,I.I II ...,rrl t !?1�T1'i II '+'I ',y �I,tl� C 1 O lJ II\ - 1 - Z I I i, ' +I r 11 1 ,1 '-1 1 FFh�, I' I 1• 11 ,1 I ! I :IIII IiI V M I I I i I 1} '+ ,, I I I I I ~i�t "1"" ((S[ 'SAN. bl.H"',"- 1 I, !�j I �. ( I It�I II 111 II'II'Ilil 'I' j i I I 1•r i.I IIII I li 1++ 1�q�F*+. 1T�I�,�, 1! it ,• 't' i;i III Ii lil i ii '• I2' l+r--IL:� I_ t r. 11 i-t i I i" -•.p 1 -I I III `I 1,1!t W 12 D N I . I j ill I I i; 111 ill: i 1 Ilil it i' 1� 111 ; I ------------------- --------- ---- 1 iI l l 1' 1`' 1 t C I ---W------ Z , I I11� 1 it 1 ,I Iii ,I :IIIII Ili �I ,) i +1 I i �' I II 11 .-..'... ' I „ +� XI$T. 1 STORM/. M'I,�'I� i• ,III' :IIII I' I IL -T------ -- WI -- i 'iK I A I i I IIi I I1� 1, I, 11 -^ .-,STORM ; H. p.+126.48--t' !r'I' Imo' I - - - - i I tl!' ► I , I I IiI III II. 1 _ i i 1. 1 , , I — '" l + Ill I'II il' Ilil 1 ,ji1 I 1 I I t i I�'I' I}l v � I! ! 1'' I I' I 1• N'-1 mil,'-f -r1r «r` it �tI t ,I 1 I 1 I .1 ,i. rI+1 •Ir I I 'I i it h1 I 1 I I I I li 'I l 11 Jt . 1 I i ! llw' 11 illy �t 1_ !'It 1' 11I, ;1, 1 t 1i I ! �— 1 1! i �I' I., ..;I, i F i 1 ;,.� j i 1 I'll lill 1 1 N jl i I 1I Iii III f1 I IIII IiI,' i mm w l +, �p •'w I , I I I I i I I I i I I- l i I t .i' +i" 1 I N N I C%: I t i J___ j I i i �, 1 `;d t- i' r r r I 1 I i I 1 H .�. 1 i* I a I it I it II �+'i 1 1-4 +If ► I ti I::1. ,tip 0,� I v 1. .li I I ., 1 r I,�. , '. i 2 - , , , I ;� ; , � I Ili ICI 1 II l I 1` 1 f �' 11 11 fi III II I I I I I Itl 1 '•i l t, 7 - I Ill Ili -1itI. �;1� 1 I I i� 'pinI . it , 111 ;I III it Ij � I �- o ;o I ;'I I I I I I ! j lI I Il I� li l I il.l is iit I i ri.1. r C I —+ I ro t 11 I I1' I�' I }+!I :i ; i Il l III 1� i I ;11, i1 ;11111 I ; 16 o i x I I l j I f } I II I , I, t 112 I I I I r I ,i ;;I t 1;4tr��; - 11 II ,f r}t I , 1 I 1 { — 1 , I l 1 i ;:!I ,, i 'I j I l 1► 1i ll 1l, ii' II 1 1 t Ill , I ! I I I' ' �' i i�I 1 ',I '1i1 ► II i+ ►;i f! l li I � i aD 1 Ir I I► I I il.l�I I It i Ilil 11 l � 1 l'iII ii' � I N I r p I 1 I I r ' 1 1� 1 i.' t" i;,, r � - i ,f,I"i, r,fi It1� I I m •4 I 1� �, ! i 1 I jai I fi I 111 ! i ' III t Fi ! ,l,i,, It 1 v w I) IIi t ti mI t (' IIIII i`I I 1',t, it Ill l i I, i 11 r l 1 x l II 1 III i I j cn ; ,I ttt j 1 I tI ! 1 9' Im m i -1t. } r • " 1' tt l 4 I I Ii '-1 I 1 11 IiI 1 1 I l II. rn m I I I ►. r1 �V 0 �1 I 1 I 1 i fI I ' { ;I NN ' �l�D '" ,, ,� �_" N I I I `I�i`1 i I T II �. I. i i 1I I j �� I I i111 1' IIiI ii � s'I I �U t Q 7�C Q 2 t III 1 }, ?i i + ii I, I II II I jI t�II I? t ! i . co cn ' z y- 1 i { l 1 I I t I 1 1 I) I I I t i l I I 1 i I < o I l ._, ,IIII IIII l ll I I II i j it �II , 0 1 I i ; i i '1 II 'li It+�, ii 1 I i i f ; 1 1 i. 1 m i + i I I 1 I 1 111 In I 1 ,,:, i ii I 'i III;I t 1_ „ 1 11 i I I I: I , }i z 11 lO,. iI r �. } 11i ' r i t", f t�1_ I I I m Il � � ' i I II I '' I 4 I I I �. I I i'; � cn 0 -4N O N — _ I N I 1 I ! � � ��� I .I III �' I — O _ A � 1 4 I 11I i I I.i 1 {I I 1 I r m \ I - 1 ! 'i t I I� 'Ij I I K 3 ul c O N z l { I 1 I i 1 . I f i p > +O ..' CA ;a I ir. T 1 I'ii i t I ti j ii i I D �1 q I :1 ,i I I 1 I . .. 4 I o <M Z l 1 . P II ll I � �I}j Ii I I I x ... 1�1 '�1 1 i I I I I I C Z ­1111 - II i I I li I ! 1 +, 111. 1 1 1 .4- I N O I , n m m , I I I III I 1 I . I i YII I i � � -i M i I �i t I I w N Q --i I 1 ' I I i I I I ' m , A� I - > z . 1 1 ! 111111 1 �jjI1 I i i �tI I Oo w W Z O m iU _,� i I I I illL. I ti '� lI i I I I N rn/-� t. JII I. 7r _i, t ` i C -iI I'I1 I, Ify i I I , ' N n I - x � 1 1 ' 9 �i'I �' l I' i II 1'i 1! IiI I w rnzz i ( � ti I ;, i , ,ii' I11 I , I �I'lll 26. ' I I t t it , �, ., I,;i It -1w l 1 - - ,: . - I i I i l.• - I l i ,i,i l,l: -• . 1 l i �T'• I I I �� r r'1 1 t l I' I1'i 1 +, �,J, .{'i 1 1 p N ? i �� I 1I i I; i '1 I''W' I iW I 111i " .� 11l; Ij m , i l PR u+ �1 ,I; III t I + 4v - �,, 4 1 _ ___.� ; I ,. I l I. ---t I I _. - I 4 x �_ _ _ . _ �. :_ �+� i ..: }. e-1:_ �. .. - Af• Its < ` ." t ,S �. "*- - -. _ - _ - - .. -- w - - F c F C .T. r �! - OF T NU CONTRACT OF CODE REFERS TO THE SHEET hUMB� _l U CT:U A F-,t ` ,�€ 0,ll__L,,%.4_ Y � K -, - :y t . __ - -_ .­ - -1 . I I ­ .- - ­ . - - II OF T':HEONTRAC7 PLANS. THE SECOND NUMBER REFERSL. - - TO THE STRUCTURE ITEM ON THAT PARTICULAR SHEET. " ­ -- " - -- `A I 11 ""­ _ -,.,-­I_:.­_-A-.-I'- !iiI . I.,;-,ii�LI�t,�IliiI:i­:1I�-.;I,._.4. :­4_,.--l*,z,-.-,I.-.-.-,.'I.,.II.%.,.v...IA_,.,-_-II_-.I1-..--..I._;4".�'_II-.-I­,1!-,-�ll..,I",-II,1:-,-�.I,'+.1L.I 1%I-,,I-I_7-.I L1-...1I-,.e-.-,I,-Ii_.1I.--�I.I.1::,1 tI LI1.!i1--_--_-_.-1----II--I II--- _-.,:­.11--__I+.._-t.-_---­--._I-I--7--­,-_--I_'---d_,-I'.--a.i 1I I_i iI.m,I+-I;-_ -._,I--_.--'-..-_*-!----I------_---._I-.:__.A"I-_-'_-I.­.,--._-.I---.-'-I..--..-_-.-­.­1 ____-.I_u--jI'.i-7,I-"-.--.-­.q I-,.;-_..j.-.I..I.--_-I"1I-.;1,-_1I.I."-,-..I.--__,_-."­.­.._-'_1.-I.---1i�_%_-__-.L_-.-_'.IF.-...__ _---__,--I__­-'-­,_.-__,.--_-­-__-..-___.._,._.I-+-_-_,-_-I.I-_­-�_­I_.__.I1`_I_""-.-1.,-__­,.._-_­i_--'---.___-_---_._,.---_.xI_'1-___,"I_I.1--.._�.-.I._I,4I_.-_-L'._._­`-_--'._--_1___--­__-�_--__­-­__-1_­-_--�__­._tI-_II--_I_.I­I-L-_+--_-I-_---____,-_---I__-­l__-.__i'.-.I-.t�-.-__._.-­I-1.--,;iI_ -_-_,--._.,._,I__-f-_�-.--4,-I_-I`.-._._z.,,7._I_1_-"--'-.-.I_Z-__:_1-__-,_.-1-_.1 i1y-1 I-,_..-1�;-_--_...k .II__-,"-I'1*-..__-_,._-.-.-.,--__�-_7_I-­-__--­.'_..,s-III­--.-.",-_'_-w.­'I­Il-­II.,_."�­t--''_-,:--._-­_-_-I_,.,_'_.'-I-_-.1_--._i_-.-_--7--_L-,_'I__1-,1---_d.,I1.I.,-.II,.-_--':_,-I1-."­_-, -,-.-.I---I_--..-_,,.,I 1.�-,,_-4lI-.-.---_--_.-_".I-.i--__-­._--_.__"_--I.,I.-'"_-;_-­.I_;-._-.-'_,..-I_._-,-..'-___-"_-_-,­I_11_Z--_-;--..--­;�._-I-_ .l II__I_-.--,__'._.1-I1-_1.-_­I-..,-----.1__.-._.-__-_I--_-__7"*--_i--._I i-.­.__;-_i._-­-I-.­_.-,-­.__1-,-I1 I­I-.-­-_-�-q-.-_,---l`-__I-.i_ -I-._-,'1 I--5.j_,..17_,-._"-I I,.----_-.-._._,-..-i_---1-I­..._.__.-,.r_-----,I1­-._-I-."._-4-_I-I.,'_I!,I--_!-_,_II I_--4 I-*-_---_-__.1---._-I._I,-4,-.1 _,-----I---_-..-__.----_"._I_.�­--.-.-..I,-.I_.....I­,-,.'-_­---v_-_.,-_..I'_,-.-,..-_,--..---_,-I_ ,.------o--�--,,..I-:.-I8_--___---.-.­,­_,7-I--_.I_---I-.-._',__.�._11,I:-_�,.-_,_,-_-._.-",.­-_.�f-.-I_X.&!F-.--_._I.-',-A-I_-I-I-._.---_l--_;.--.--..L-_-.-,�, -_'--;--_--"',I-,1_-_-­-I--4­�-_.+.I.-�---6­___,_..--7-.r'i--�-I--"­1-----11.­.-;.---,,.­­k._,­--.,--,-.1--I­i---,--_---"".-;1-1_.m,-�­-I;�11...-- ._...-I_I._-.._--_-_-.I__,"I._.._­ .1.-I.-I..-t,-.7­..1."r._-LI-._.�i_.-'.-_-.i1,-.;_;,--q.1 p-..1--Z..i.W 4 I_r_v y`1 i.jt.1-..i'i t.'.n,_-f-t',L--,.,,_j I,.-,.;-..._n'-�.-1-_­*;_i:,,­._k�11'-N5,5-,-.I-I-,.1_­--.,I_-_,1.-I.,I...I-.-.-,,I"-I-i---I,n;__--In�._-*Z,I--.;.,II,_I 4,­7-----,,i-'.-I.7.1t.*:,1__."---*,-II,A_-"i 1!�---IIt --_4.--�.-I-­_t,?1.-I;-FI-I,.0_--,-,r.1-i-,.--1-._*i_"_�-..'I..-_;t'--_I KgI.vJ.-,-.-,-:_-,�.._-.-'V--,"_--I, 4_.1-­_%I t-__-I 1 A...-.f-­:-.._-,.f-,_t'_--- _­,­_­.'.-,e--._-Z._I.."_.,-,.--_1-I­ -e*m--:-.t----.I-I--..--.--I.I(x x,,I-*�..-I,-.-;..-'1V-..I-t,7.,r'v-­_-_.7--I-�V Iu:-._--,---4*I--l 1?l 7-Il.---.­-,-'"-__-.1-4.I 4:­.--..1�-.-",,-17_--.,-.---­. '_)_i--"-l�-V%.i--_i-rA.--,V��--;-.I---l-1..,:!:__-'4I--W---_....I,1.,T -I.Z--.�I:4,.,;"- I. box. =,. _ - _ _ _ _ ems'ii - --,t TTL.,o,,,-7',_1_-4--"`.,,-7---_,I.1._�._ .-....-!,._.,-,_I-,-_I-.t--" .,_1-,.-.,-.-,----..I-11 I.7�_ I__. A,.--N ,.--4t-vj _1--Aj-, !----_-,--I -__�.kff-;N-_-._.-.-I�._,_ - , ,,-;f' '-:,:"�._.!- ._-- ,. 1 �Ii;".-L.. -1 . I- k < -I iIIZ-,I .IIt- o %- ,7,I-j4l I ,��.-_1s4--'A - -_ __.--..a_ .. �.,. 'ram _ _t, _ - - _ _ ,,T INS R 0 -.t - _c - . 1 -- v. _ r...: - .. a .. r < W-- . _ . _ ,­­.,.- 3-1 STA 14+37. 9 LOGAN LT 7.5 SEE CONSTRUCTION NOTE I. CONNECT TO MANHOLE 3-2 !'WITH 168.0 OF 4 CONCR-LTE PIPE. (MANHOLE 72-4) - _ . _ - - - 3-2 STA 16+05. 9 LOGAN RT 2.3 SEE C INSTRUCTION NOTE 1. CONNECT TO MANHOLE 3-3 WITH 320.58 OF 24 CONCRETE PIPE. (MANHOLE 72-4). - - - - - ----- ----- ----- .. -_ - - - - r--_ - . _ - k,. 3-3 ' STA 19+26.48 LOGAN RT 2.3� , SEE ;-C)NSTRUC�iON NOTE 'll: •CONNECT TO - START OF PROJECT WITH 304/ 'OF'- 24�� CONCRETE PIPE.' "(IAANHOLE . 72-=4) ,''` - - - _- - '__-__-- . ---_- -- . --_ - - --- -- - - ------ - - - - -- -' - - .. _. ,r " - r,fl. - - - 'STRUCTION NOTE 3. CONNECT TO 24 PIPE AT l2+70 LT fi.0 WITH 14 OF 6 CONCRETE PIPE. STUB OUT TO P/L. t s'i ` & 3-4 STA 12+70 LOGAN' LT 20.8 SEE CON . - _. - � - - -' A.._.� - o. 1- ,..t k. - - _ _. , aI ____-- __,-_____- _ _ - _ - . - 3-5 STA 12+70 LOGAN RT 20.8 SEE CONSTRUCTION NOTE 3, CONNECT TO 24 PIPE AT 12+70 LT 6.0 WITH 2S OF 6 CONCRETE PIPE. STUB OUT< TO P/L. . . G - - - 4. . :. f -.. =s . CONSTRUCTION ; NOTES - - s- a ',, 3-6 STAi6+0 .OAHI) LOGAN LT 20.3�- SEE CONSTRUCTION NOTE 3. CONNECT TO MANHOLE - 3-2 WITH 22 OF 6 CONCRETE PIPE. STUB OUT TO P/L. �� - ___ - - _ _ _.._y__- __. __ ___ __ - y 7_ -1 - - _ ____ �___ ` _ _ . -" 3-7 =STA t6+05.0 BK LOGAN RT 21.0 SEE CONSTRUCTION NOTE 3. CONNECT .TO tMANHOLE 3-2 WITH 19 OF 6 CONCRETE PIPE. STUB .OUT TO P L. : � r _ _____ * ,� _ R � OTE I. CONS T MA OLE A I S i . ` n �t � �_ L M. N TRUC NH S PER DETA L PEC{FED - � - 3-8 STA 18+84 LOGAN LT 21.0 SEE CONSTRUCTION NOTES 3 8 4. CONNECT TO EXISTING DRAIN LINE A7 18¢80, LT 18.0 WITH 3 OF 6 CONCRETE PIPE. _ - _- . , ,;•. &- . - ____._.-_ - ----.- -.__ _,. _ - _ 1g . � .� - - - - , >. _. ..__ ---___ - _____;--. ST N D RD PL N s�_ - g r - r, ray SEE A A A S. ## 1 t - _ ..- R SEE CONSTRUCTION NOTES 3 8 4. CONNECT TO EXISTING GRAIN LINE AT 13+80 RT 18.0 WITH 3 OF 6 CONCRETE PIPE. 3 9 STA 18+84 LOGAN T 21 .0 I _._ ,_ _ �. � _ _ ." _ __ - •: R w y 4 i"_ S ,tom 1 :. 1 <. .,:. .'_.a-..<__ .. .�'t, : '••i-S' .f*. - ';'. c.- c :-.'"+r tip' .. .+k: •k` •-7�,e'4-'-_�.`.i_- ,i_;vr f.�_:: -:~^i.: C CR TE PIPE. ' ,^ - ' .• �. �� "` _ � ,-: ' ` ' TA + 1.48 LOGAN RT 31.0 SEE CONSTRUCTION NOTES 3 8 4, C NECT TO EXISTING DRAIN LINE AT 19+2 RT 3.0 WITH 3 OF 6 ON E �. ;�• - z , r __ -� _ :-- .. ` ' - _ . 3 IO $ 19 3 ON 9, -____ _ _ ..._�_ __ __ �__ _ _ - ._-, ___ s . �___. ' . � - _ <. _______._ _ _ _ _.w�� �- NOTE 2. REMOVE EXISTING MANHOLE. REMOVAL TO BE INCIDENTAL JV - I._` 3-11 STA 20+50.50LOGAN LT 21.0 SEE CONSTRUCTION NOTE 3. CONNECT TO 24 PIPE AT 20+50.50,RT 2.5 WITH 23 OF 6 CONCRETE PIPE. STt1B OUT TO P/L. - - _ " - ' -._:,_-_-_._._______.__-_ _ -_ ______. __,____ - _ � � . - ,�--- -- _- - _ TO CONSTRUCTION. . # � . ti � D. z - - TA 0+48 LOGAN RT 21.0 SEE CONSTRUCTION NOTE 3. _CONNECT TO 2411 PIPE AT 20+48 RT 2.5 WITH t8 OF 6 CONCRETE PIPE. STUB OUT TO` P/L. -. ,- _ - - x"�' - - 3 12 S 2 _ _.. _ _ -_._ _ . - _ .�..._.._ ._.�. --_- ._._�_�;.�,�.�__.__.__.__,,_.. _.�,�_,-- _���.._-_._- -� __._�__.� __--___ - _ NOTE 3. CONSTRUCT TYPE I CATCH BASIN. IN SOME LOCATIONS ___ 4 - - - - _ 3-13 STA fig+23.2 LOGAN LT 16.0 TO CONNECT EXISTING MANHOLE AT t9+23.2 LT t6.0 TO MANHOLE 3-3 WITH 23 OF 12 CONCRETE PIPE. PLUG EXISTING 12 DRAIN L1�,IE NORTH AT EXISTING M - .' - - _ _ .L 1_ TA + LOGAN RT S I9 29 6.0 _ _ _ -____ _ ___ _ __ z A: ~j A TYPE I C MAY BE REQUIRED. = �--, , - -____..- •- z x �. __ „ _ �„ �" � ' ._._.- .__,_ -- _.. _._._. -....- _._ - b 3-14 STA 13+80 LOGAN LT STUB OUT 24 OF 6 CONCRETE PIPE TO P/L FROM 24 PIPE AT 13+ LT 6.0. PLUG END OF _PIPE. : _ - _. "� _ `-• ----- - OTE 4 REMOVE EXITING CURS IN T EMOVAL - _ _._.r" --_-.-__� -_._-. -_.--�. �._._. .- - _ __-._ ___� __._ LE . -_ B , . - A _._. - - R 3 i5 STA 13+80 : LOGAN RT STUB OUT 36 OF 6 CONCRETE PIPE TO P/L FROM 24 PIPE _ T 13+80, LT 6.0. PLUG END OF PIPE. '"t _, _w __,__. _ _ _ __._ _.,_._ _-__ -__ . _ .� _ _ __.____�____ ..___ _�.v____--�__ _ _ ___� INCIDENT L TO CONS UC. -_ __. _ - - - - - �� - .�__- -_ . .:} __. --____.-._._.�W.__--. w..._--•--_-".-____"wow__" •_----•^.__..._�... _-•___a..e. .-_____._ •.,_.._. ., _... _,. ...__.•.+r ._.ter.-_e.....__-.._..._.._._._r _.-__._. _. -.-_._ _ ♦ ? ..' y } : 3-16 STA 17+607 LOGAN RT STUB OUT 24 OF 6 CONCRETE PIPE TO P/L FROM 24 PIPE AT I7+60.7, RT 6.0, PLUG END OF PIPE. �# ° •I­­ � = __.... ._ __� ._ _ - _.,_. ______. ____.___,..._ ___ _. _._ .,_____.._ .__ _ __ �___�_.. - ___. .�_______ - - _ NOTE 5. REMOVE EXISTING CATCH BASIN. REMOVAL TO YBE �.� i-;, ---r ... -_ - - Y = _.__'_'�.."'_,.�,_.,._ _,._ -,__ _,.--_______-.___�_._.__.......w".__,.:.-,..>._......-._,.,.._...,,._._.-._..-_ __..-.-.-..-..-...-..__,._.,,_,_._-.__-_..-_r _,_..- .r,«' _ 'i- :�.rb. -, " "2 c_J- t � . 2 LOGAN LT STUB OUT 36 OF 6 CONCRETE PIPE TO P/L FROM 24 PIPE AT 17+83.2 RT 6.0. PLUG END OF PIPE. `_ - - �: _ �- - -- : 3-17 STA l7+83 _--.� _-__ ____._._� ____ _---• ._-_____._..__ __�•_ __ INCIDENTAL TO CONSTRUCTION. �� - �- - t -- _..-..___ - �.__ - - Y - .. -r_- _.__ ____.____ -_._-_ - .._. � r - 1 - - t - - _ _, -- - f - _ X STING F CRtT P P ____._ r _ - _: .:. .: . -" ` 3 IS TA + _ TOB1N RT 18.0 SEE CONSTRUCTION" NOTES 384. CONNECT TO E I DRAIN LINE AT 7+ 84 TOB_IN RT 17.0 WITH 3_ 0 6 .CON E 1 E u ::, '- "� .r n, r __ , - .l- 1 T B LT E NS RUCTION NOTES 3B4. CONNECT TO EXISTING DRAIN LINE AT 7t91 TOBI !.T 13.0 WIT1� 3 OF 6 CONCRE Ptplr: : - - �: x -. 3-I TA, +9 IN 21.0 SE CO T N ___: __-_. _ _ _ - _ :_-r: Q _ - .__L.- ____T - _ T.._._ _-�.w__ , __ ..e., _ _ . _. - - _ - - - - w -.,. __ ___ :t�-v _ - -r, - , � S - - - s. i "" Sao-_. '�_ _ C NEC TO PIPE AT 10+42.75 LT 6.0 WITH 26 OF 6 CONCRETE PIPE. - - _ -20 TA 10+42.75LOGAN RT 21.0 SEE CONSTRUCTION NOTE 3. ON T 24 _ . _ ::,: '„-; - , _ _ "-, 3 - ,:r - _ - r�-- - ---� ---- _� _... - c -._,.•♦..m - -- - >r Y • ,� art .{.-•Z: y _�-.-_4....-w- _-ti -_n• _._-- c t - - - _ - ; - _ - - t ,-<.,•.--- - 'e!_.-.'+�..•.. ,tit - G - - - .. ,a - _ _ _ ' _ _ - _ - - - _ - _ -- _- _-...._ram_._._--_.- _ - - - - - " .. . fit_ - _ , - �..._._..�_-.�._.._.-a.....__._,-,....-.. � --_...a.-_..•..«.tee...tea,.•.._-.„-......._,,...:.,...,,.-,. .--..- _ „_ _ __-.:_----•_-._.�-.:.�.: -_.__�___�._.-�__ ._.-_.---r - '� '1` -- ' < .,o+ - - - ,. - _ - - - ," a� _ - .fir F 'a - n t r t _ .. - # 3:2: i - ' = I : _ - 'Fl i F -', -'+�' . .1 _ t L : - .?: .r Q: 1 I E .11 y`' �, _ - ."r - !�� �'z 1- - _p �E.�- - •. - I. g _ .,^ - .l'. - i. _ _ _- - 1, - -_�• - - - - t' _ _ . - _ ___�_ ,. _- _ _ _..-y,,.-._.-_ .-ate_ '-- -". _ . hC mot. - -_� _ - _. c - -. - - '` _ - 4-1 STA 20+14.12 S 2nd RT 14.85' CONSTRUCT SPECIAL 6 DIAMETER MANHOLE. CONNECT TO MANHOLE 3-1 WITH 451.70F 24 CONCRETE PIPE. (MANHOLE 72-5, CHANNEL DETAIL 72-7) - _ . . . J' - _ - __. __ ._ __ _ _ _- - - .Y _ 11 - 4- • _i_ - - - --- -._-- -__ __,__.._._---_____�.__ ----------__ T ,. :-; . _ ,I;. 4-2 STA 23+31.0 S 2nd RT 14.30' SEE CONSTRUCTION NOTE I. CONNECT TO MANHOLE 4-1 WITH 316 OF 21 CONCRETE PIPE. (MANHOLE T2-3) �� _ - t _ - __,_._,�._-._ _._ --. --z ___.,. ___ _.-_- ._____--- - c - _ is _ _ ti _ - yy - - _ - :r f *1i Y Y' �: ti - _ .._-.M,_....�._ _r. - _ - ^y - _p �_.TD t'gLR RA E R 4.8 SEE CONSTRUCTION NOTES 182. CONNECT TO MANHOLE 4 2WITH 323.9 OF IS CONCRETE PIPE. MANHOLE TO BE COS t .:-1XIST�NQ 8 D IN LIN { - - '- 4 3 STA 26+55.6 S 2nd T 1 - _ `- ,': _ it � i �. : ` CONNECT DRAIN .LINE SOUTH TO THIS MANHOLE. PLUG DRAIN LINE NORTH AT THIS MANHOLE. (MANHOLE 72-3) ; ' 3 ' �' :. cF f_ a ....._._ jp• _ 3` ____ :: » . P_' ?� ' - - _ _ t: - - 4-4 STA 29 -46.5 S 2nd RT 15.5 SEE CONSTRUCTION NOTE 1. CONNECT TO MANHOLE 4-3 WITH 291 4 OF 15 CONCRETE PIPE. STUB OUT TO EAST WITH 12"` CONCRETE PIPE. (MANHOLE 72-3) - � � T�- 3- - - - --- -- �- __ - -_ 4-5 STA 9+66.8 LOGAN RT 21.01 SEE CONSTRUCTION NOTE 3. CONNECT TO MAN14OLE 4-1 WITH 33 OF 6 CONCRETE PIPE. STUB OUT TO P/L. s _ _ . _ . - - - -- -__ - - __•___._�._ e. _.__ _ _ 4 - --_ .�a.ST U -- T _-__ .. _-__ .__ ._ _._.__ _ . --- --_. __ _ _ __ _ _ _ _ - . _ _ _ ; -- _ - �._- _,_ __. _ .-.._.__,_-_-.--- -_ ___._ - h 4-6 STA 10+34 BURNETT RT 18.01 SEE CONSTRUCTION NOTES 3 S4. CONNECT TO EXISTING '8' DRAIN LINE AT 10434 BURNETT, AT 14.0�WIT--H 8 OF 611 CONCRETE PIPE. - - -. - - - .� - _ - - ----- _ . 4-7 STA 23+71 S 2nd LT 32.0 CONNECT EXISTING CATCH BASIN TO CATCH BASIN 4-6 WITH 4 OF 6 CONCRETE PIPE. STUB OUT TO EAST WIT 6 CONCRETE PIPE. - -„ __ I L- + -__- --____ - .------ - -- ------- ____-_ _ _ -- -. ----__ _---- ------- ----------------- --------- 4-8 STA 2373 S 2nd RT 21.01 SEE CONSTRUCTION NOTE 4. __ - - :y _ ---..- - _. , _ J. _ - -� - _ i _ ___._._.-.. _-�...,.�.,..._----,, .:,_.,.�:,.,-, J_...,..,..- ,_,___.._..,_._,.__. a _ > - ` 4-9 STA 24+90.5 S 2nd RT 33.5 SEE CONSTRUCTI N NOTES 384. CONNECT TO (8 PIPE AT 24+90.5 RT 15.0 WITH 18 OF 6 CONCRETE PIPE, � i- - -- , .. . ____ - - �-= - . - v - - H - - , .r - - Y _ _ - - _ . . - - - - 4-10 STA 9+68.9 WILLIAMS LT 20.321 SEE CONSTRUCTION NOTES 384. CONNECT TO CATCH BASIN 4-11 WITH 40 OF 6 CONCRETE PIPE. � _, __ - - - -- -- . . - ; _ ___-.._- _ - ---. _..w-- --- -- --- 4-11 STA 9+69.4 WILLIAMS RT 20.23 SEE CONSTRUCTION NOTES 3134. CONNECT TO MANHOLE 4-3 WITH 19 OF 6 CONCRETE PIPE. `` - -< = "I _ .. '- - I- . - -_-_-..�._.____-__. - _,,�� - _.r __- _-. -- . _ _ _ - _ _ - �..__-•k.�._ _-•-'.--,s--._._...-._„_--.__ .-v--•---.._._,„_-_ ..___.__.__._.-+. - -�-_ }_ 1-..:. .} -": : • .. _ -]� T(•,f .- STA 26+74 S 2nd RT 20.0 SEE CONSTRUCTION NOTE 4. _ 4 -12 _ _ - a.r 0 .'>� ` - _ _ :Y „ r--_- - --.-I.- --- - s'____ 4-13 STA 27+91.35S2nd RT 40.0 SEE CONSTRUCTION NOTES .384. CONNECT TO 15 PIPE AT 27+91.35 RT t5.0 WITH 25 OF 6 CONCRETE PIPE. - - -k- 1, a: _- __ ----'--:...__..__._.,,_.___._.___....,.«.____-_ - - - -__ -�-. ,� '.___-__.__._,-.__ .c 'S :;' r� - �.I ''7 It ,_-___ - --_-". .---_- .--__ .._ _-.- -•-___-__--,- _____._. �_._ _._ _ - - -- - - - _ _ _ . _ '-_ `* _ _ ,' :., _ t « - - 1. i _ a i' w. t -_ �- ___ _ - _ -_ _. _ .._ -._'.-. _.----_ - - -_..._ - - . - s k St y t ' '- - _ - -- _ - ' - _.=.t - ' :€ ' - .r _ R _ VR.-_r __._-r_ _. -' _ - YY - - _ _ -.A I rA:l_-�-I*I1,4­_w�,.--w1-!, 5.w-vk7�- ---f_ STA 5+04 BURNETT-_ LT 9.3 SEE CONSTRUCTION OTE 1. CONNECT TO MANHOLE 4-2 WITH 480.6 OF 12 CONCRETE PIPE. (MANHOLE_72 3) ^._- _ _ ___ - - _ _ S '' 4 5- 1 - -- - - -- __ -- _- --i � . _ 57- ---- _ ,1-1_,--i.-Ii f�1,-._-1,�-i.--;-F-iY Ia-;,,.-,7._-7 I­-�7­"-L t . ' .1n. - t -� - - - -. - _ ., - - - --- a ^: - . _ ,.______-_�- - - 1 - _ ::-- L - 5-2 STA 4+99.5 BURNETT LT 51.6 SEE CONSTRUCTION NOTE 3. CONNECT„1AAANHOLE 5-I WITH 44 OF 6 CONCREZE PIPE. - _-� _ _ -� _ - - r _� '.• - _ __. A Y - , .- 5-3 STA 4+71 BURNETT RT 18.4/ SEE CONSTRUCTION ' OTE 3� ` NNECT TO MANHOLE 5-1 WITH 391 OF 6" CONCRETE PIPE. ��h` i - -- - _ - ---- ----- -- _' _-- --- _ _ - - -w---- " _ - ., c 4� L- � t ENGMKERlNG DE: PA tTM E T . _ 5-4 STA 9+67.4 BURNETT LT 64.37� SEE- CONSTRUCTI OTE_3. CONNECT. TO 21 PIPE AT 22 +78.5 S 2nd ST, RT 15.0 WITH 17 OF 6 CONCRETE PIPE,STUB OUT TO P/L. - _y..-. _. - . r . _ .. _ - - _ - - Y J __ }may �.fi r y .. 1 / 11 - - A BUR T R 9 SEE CONSTRUCTIO OTES 3♦4. CONNECT TO MANHOLE - WITH 3 OF 6 CONCRETE PIPE.. INSTALL SPECIAL SIDEWALK LID. ~, -_�.� - s ,_ - _ _ � - , .: , > 5 5 ST 9t70.5 NET T I .73 4 2 0 -•. - _ -.- _. _ �f. � � - - - t.•� y� _- - ,.. -. - _. __�"_"_"__ __,,..___':�'_.._____._._:+^_-,,.�,....-__. _.w_- : ..._- '.E.•.ter ::- s _ S: .;.. _ .� i f __ - , _ _ ___ '+M+ ^r_ .__ - 1 _ -_ - + .5 . BURNETT RT 3.8 SEE CONSTRUCTION TE 1. MANHOLE TO 8E CONSTRUCTOO OVER EXISTING 8 DRAIN. LINE. CONNECT TO MANHOLE 5-1�WITH _5� ,Z _li CONCRETE PIPE. '. { _ - .. �.� 5 6 STA 4 54 _ _ - .-,. - - , .r _,:.l_` F CONNECT GRAIN LINE EAST TO THIS MANHOLE. PLUG DRAW LINE WEST AT THIS MANHOLE. (MANHOLE 72=31 _. y` = I ' Y:. t 1 Gov' nlorE �6, .��€ _i .-f .SJ����z- __._:. r ___ I _ - - -- - - nesi�k <J �k'>,rN - _ �LL/1 � ��- _ _ _rn•.•r._ _.ur-__„_wr_.r- .,_.r+._. __n_.- .•.ra. - f � EO DATA PfT.� -� a F B 340 3 _. _ - _ty _ 2 AS BUILt L i - - ,tr - s cmrcx zGALE i - _ _ h 1 }F Fy_� ��p, _ _ _ ems. t` E., v __ _ y. _ Y�._i-. �z�sris�rr< ��r aYe. v�►^g _- _ __._ - _- tt i _ - _ - i'= .�_ t .t i .. ,_. 1!:'a-�: ,�.".� L t.•. - iT'! *T 1•'fKk-.a.• zyz$•- T "- - - .. .__.__,_^_._. ltj�-�+ ,_.._ .i_.._ _.,.....- „-•_•,____. a.A ,__•.-,.:. ___,_.____.-_ ._.....__•_., .»......>_..,_ _.>,x ..._. E t ;' - , cs�t_a•aOtt cw.tst ceo eucera 1 + i i•' -_�}- 'tom. - _ ,. - ". .:, � _- _ a- - i. ,. .i�.4t ,�.._ ;.- ' . : x-.. ' . " _ - "x3_ 4c' is - - _ - r' ' FiLME , s r t ��j�yq• ,! ,. i, .. ti �y -yam' .. ----_.+a_�'.._`4-: _. 3 u.i. vim. -]fi-• :Fc-•Er.= M