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HomeMy WebLinkAboutWWP2701432.10CONTRIBUTOKY SY�AM C• a0 00 a a ^�oQgo0. 0 2-45" CULVERTS -LE►.1GTN EAr-" I �\ Oo PROVIDE 60 G.Y. SCOUR ° PROTEC1101IJ ROCK- 11,1CLUDE 11J LUMP SUN& BID ITEM C' HONEY CREEK o � e7 o END OF GRAVEL ACCESS ROAD \ 8 I' MIN. COVER oQo u o o Q Q a 0 o PROVILE r— STREAM PROFILE CULVERT INSTALLATION STA. 68 + 50 N.-r' S. LUMP - 5UM BID ITEM -re, ry G o ry ae/H 1 /r�'d 79.0 4e'r ! 7AW L OAs " Dit7X�Q�r+eC �S Ae 4i N i PS" 4) . A su"< :?It�INi �ST�C/.ck+CRS NoTT.Ww,� au I 1 ! NOTE-'- AL7Et2,NATt 6P IH)6E TO SIJQ�TITUTE FOR LoCa 6RI061E PROVIDC ALL_ NAILIICU CONNECTION DETAILS PROPOSED FOR ENC�R, AP1129OVAL. ww,o-27- FERG(J" a SONS ANC 81518 PIPELINE MATERIALS SCHEDULE Material Alternate 1/ Schedule Materials - I ACP PVC (Pressure) CIP or DIP II CIP or DIP III VCP PVC (Sewer) CIP or DIP IV CIP or DIP SP po I Y ON LCf ♦iCTIX/Z cAa _ r o . Hilt.. WATER PERPENDICULAR CONSTRUCTION Zone Gravity Sewer 2/ A Material Schedule III with approved mechanical compression joints. 4. 6 Material Schedule II with no joints in zone or Material Schedule I in steel casing. C Material Schedule I encased in concrete or same as Zone B. D Do not locate sewer in this area. E Same as Zone A. 1/ Pipe !Material Abbreviations: ACP - Asbestos cement pipe PVC - Polyvinyl chloride pipe CIP - Gray cast iron pipe DIP - Ductile iron pipe VCP - Vitrified clay pipe SP - Steel pipe - ASTM A-120-SCH 40 PARALLEL CONSTRUCTION If a sanitary sewer is to be located within 10 feet of a pressure water main within any of the above indicated zones, special con- struction will required as shown below. Pressure Sewer Do not locate sewer in this area. Same as Zone A. Material Schedule II with no joints in zone or Material Schedule I in steel casing. Same as Zone A. Same as Zone C. 2/ Mechanical joints are bolted joints or reinforced concrete collars. Compression joints are rubber ring or gasket joints. Steel casing are 1/4" thick with all voids pressure grouted with sand -cement grout. WATER/SEWER CLEARANCE A MATERIAL RFAl11Rl-ucuTe n�n�r r libR/ �F-A GL ** "./!a r '��8 TI-IIC�w4'�.JIDE_ 57L PLATE /oX/0 •u »: o t �cr�s E'II �1 � NAY• 79TD l✓iea /G. �N 1>va) in M ARKEK POST \ � s I TTT _t ANGLED FITTING I AS 5PECIFI ED ow SHEET '7 —_1 b" O.I. PIPE WYL (FLa FLxP 5LIMD FL.A1QGE ---COMC. SLAB -3'-O"x 3'-0" x e)" THICK EXIST. GRADE S" D.I. PIPE CLEANOUT W/ VERTICAL BEND NJ T. S. INTERCEPTOR LATERAL TO WE 17TH PL. ;, '/ J RECORD CONSTRUCTION DRAWING HAMMOND, COLLIER & WADE- LIVINGSTONE %.�, y I DRW(MODIFIE.cToREELECT ASSOCIATES, INC. �.'� �'�, NCLusivla OF CONST CONSULTING ENGINEERS +�,►� WA9t OgSER�/�.-ri CAN I�tCOR�S 0010 STONE WAY N $EAT TLE WA SMINGTON 98 103 tMN, 1,N iYMiN � (206) 632-2660 NO. REVISION RICK G�. cv0 a WASti, t `,�k. ss/OhAL E*4\ Fill I F A BY IAPPR. 1 1 14 32mf V N C_Jet CITY OF RENTON �.. DEPARTMENT OF PUBLIC WORKS HONEY CREEK - PHASE 2 DETAILS 3- 20 - S& DESIGNED F' G' K- DATE 4 . 6 S FILE NO. 2650 DRAWN M , K CHECKED FG K SCALE 'AJ0 l EQ FI[LD NOOK-1-IJ-PAGE DATE APPROVED SHEET IO OF 10