Laserfiche WebLink
TOP241737 <br />3RD2477'37 <br />V07141737 <br />JSD241737 <br />JWS241737 <br />SOCK <br />SIT241737 <br />3IT241737 <br />-ND241737 <br />PTN. OF SE 1/4 OF SEC. 17, TWP 29., R5E W.M. CONSTRUCTION NOTES <br />N4205'13'W 25.27' <br />V8800'16"W 52.76' <br />• NO'43'56'E 7.36' <br />W <br />7 - — - 4204'55W 51.54' <br />16TH STREET - - <br />n <br />I <br />IIi i� H <br />1 <br />DRIVE G <br />FT <br />O \ \\ _ STA <br />STA 23+23.24. 1.00' RT <br />(i)8x45'BEND, MJ <br />(1) THRUST BLOCK -'4 i ! i;E <br />STA 22+86.23, 3.79' RT - I L <br />(7)87x45- BEND, MJ I 1 24 ! <br />(1) THRUST BLOCK - i o° : �• �/ 87Lf'�—RI-W— _2BLF 0- <br />—_ — \ <f <br />__._ 13LF 8"_ Dl. \ \ STA 25+28. <br />V !p BLOG. A <br />+ , r ! Ca i�(2) 8" Gate valves — <br />STA 22" Of TEE. <br />.00 R have been added and <br />5 (1)8X6 DI TEE. MJXFL -- ! ' j <br />(1) 51:" FH ASSEMBLY I �y _ 3 called out on plans. MAINT <br />(1) THRUST BLOCK BLDG <br />20LF 6" D! SPOOL I ' ' -- - - • / i N �\ <br />+' 5 TA 14+f0.33, 1.00' RT BASKETBALL <br />m� L I'.% (1)8 z6" Of TEE, MJxF1 COURT \\�\ <br />j I (1) 5Yi FH ASSEMBLY <br />� (1) THRUST BLOCK a i <br />3� A.55LF ¢" DI SP005 i \ �j <br />i I <br />ql �I PLa r <br />4 <br />AREA f 3� _ B STA 25+09.88, 39.00' RT (•� <br />I <br />I l3 I l BBQ/PA770 ? <br />EXIST. FIRE <br />HYDRANT (TYP.) <br />A `\ <br />2, 14.5_- 'RT ; \ <br />74+36.22. 1.00' RT 4 \ \ <br />4 <br />STA 24+49.12, 083' RT <br />(1)87x45- BEND, MJ `\ <br />(1) THRUST BLOCK \ <br />732.02' <br />OI <br />1" WATER SERVICE AND METER PER COE STD. <br />DWG. SOI w/ i' BACKFIOW ASSEMBLY (DCVA) <br />PER COE 57D. DWG. 520 <br />O1 <br />2" WATER SERVICE AND METER PER COE STD. <br />DWG. 502 w/ Z' BACKFLOW ASSEMBLY (DCVA) <br />PER COE STD. DWG. 520 <br />CHECK DETECTOR VALVE ASSEMBLY <br />ODOUBLE <br />(OCDA) VAULT PER COE $iD. DWG. 515 <br />O2' <br />FIRE SERVICE SPRINKLER SYSTEM SERVICE <br />LINE (SEE FIRE SYSTEM NOTES) <br />FIRE HYDRANT ASSEMBLY PER COE STD. DWG. <br />O5 <br />507, APPROX. 6" DI LENGTH PER PLAN <br />OPOST <br />INDICATOR VALVE (PTV) <br />O7 <br />FIRE DEPARTMENT CONN. (FDC) <br />O1" <br />IRRIGARON METERED WATER SERVICE PER <br />COE STD. DWG. 501 w/ 7" BAGCFLOW ASSEMBLY <br />(DCVA) PER COE STD. OW. 520. CONTRACTOR <br />TO INSTALL <br />O9 <br />PUBLIC UTILITY EASEMENT <br />TO <br />3" FIRE SERVICE SPRINKLER SYSTEM SERVICE <br />LINE (SEE FIRE SYSTEM NOTES) <br />POTHOLE EXIST WATER MAIN i0 VERIFY <br />\ TT LOCATION OF 8" SEGMENT <br />SA WCU i, REMOVE AND REPLACE EXIST PVMT. <br />•fSM \ <br />SEE C4.03 / 4 STA 25+77.79, 6.00 R7 <br />Existing valve, reducer, and fire hydrant <br />have been added and called out on plans. <br />SEE C5._01 <br />N3365865.16..- <br />11 DI TAPPING TEE, MJxFL -= 12 (1) 8' 01 GY, FLxMJ � I UU1 000 <br />(1) THRUST BLOCK W __�_' <br />SEE NOTE EXIST.-T w w w w w <br />. "-f-- Sheet references have been corrected to <br />i "See C4.03". <br />A label has been added to the viewport 1 ���� ��`•�y�,r �- _ ���� C5 -��?. i`� `"� SEE C5.01 <br />and street names have been added to <br />specify location. <br />LEGEND <br />6 <br />NOTES, <br />7ia TER METER AND SERVICE LINE <br />FIRE DEFT. CONN. (FDC) <br />- -' - <br />FIRE SERVICE <br />S70ITM GRAIN <br />Z, <br />SD CATCH BASIN <br />SS <br />SANITARY SEWER MAIN <br />• <br />STD. PRECAST MANHOLE <br />- - - - - - - <br />SIDE SEWER SERVICE <br />• <br />SIDE SEWER CLEANOUT <br />— W <br />WATER MAIN <br />- - - - - - - <br />WATER SERVCE <br />- — — - <br />PUBUC UTILITY ESMT <br />� <br />FIRE HYDRANT (FH) <br />O <br />BACKFLOW ASSEMBLY (DCVA) <br />f. ALL WATER NAIVES SHALL 8f PRONGED W97t1 VALVE BOX AND <br />OPERATING NUT EXTENDED PER COE STD. DWG. 505. <br />2. MEGA LUGS SHALL 8E INSTALLED AT ALL BENDS AND Fl771NCS <br />IN ACCORDANCE WITH COE STANDARDS ALL PIPES AND <br />FlTIINCS SHOWN AS RESTRAINED JOINTS (RJ) SHALL BE <br />MEGALUC GASKET OR APPROVED EQUAL <br />3. DOMESTIC WATER SERVICE SUPPLY SHALL INCLUDE A DOUBLE <br />CHECK VALVE ASSEMBLY (DCVA) INSIDE BUILDING MECHANICAL <br />ROOM W/MATERIAL$ AND CLEARANCES PER COE STD. DWG. <br />520, REF. PROJECT PLUMBING PLANS/DETAILS. <br />4. THE CONTRACTOR SHALL VERIFY ALL SANITARY SEWER, <br />DOMESTIC WATER, AND FIRE SERVICE CONNECTIONS SHOWN ON <br />THIS PLAN WTTH THE lNFORMATlON FRONDED IN THE PROJECT <br />PLUMBING AND FIRE SPRINKLER PLANS/DETAILS AND NOTIFY <br />ENGINEER OF ANY VARIANCES PRIOR TO CONSTRUCTION. <br />5. All WATER MAIN PIPES SHALL 8E DUCTILE IRON, CLASS 52 <br />K11H A MINIMUM COVER OF 36" UNLESS OTHERWISE NOTED <br />AND APPROVED BY THE CITY. <br />6. COE WATER DEPT. CREWS SHALL MAKE ALL CONNECTIONS TO <br />ACTIVE PUBLIC WATER MAINS UNDER SEPARATE UIlUTY PERMIT <br />CONNECRON FEE SHALL BE BASED ON A COST ESTIMATE BY <br />THE WATER DEFT AND WORK SHALL BE AT OWNERS EXPENSE. <br />FIRE SYSTEM NOTES <br />7. FIRE SERVICE SUPPLY LINE SIZES SHOWN ARE APPROXIMATE. <br />ACTUAL LINE SIZES SHALL BE PER FIRE PROTECTION ENGINEER. <br />2. COE UTILITY SERVICES DEPARTMENT SHALL HAVE ACCESS TO <br />MECHANICAL ROOMS DURING THE HOURS OF 7: 30AM TO <br />4: OOPM, MONDAY THROUGH FRlOAY. <br />4. FIRE SERVTC£ SUPPLY FOR THE BUILDINGS A, B, E F, G. AND <br />J SHALL INCLUDE A DOUBLE CHECK DETECTOR ASSEMBLY <br />(DCDA) INSIDE BUILDING MECHANICAL ROOM PER COE STD. <br />DWG. 523. FIRE SERVICE SUPPLY FOR BUILDINGS C, D, AND H <br />SHALL INCLUDE A OCDA IN AN EXTERIOR VAULT PER COE STD. <br />DWG. 515. POST INDICATOR VALVE (PTV) AND FIRE <br />DEPARTMENT CONNECTION (FDC) FOR BUILDING J SHALL <br />CONNECT TO FIRE SUPPLY SERVICE LINE DOWNSTREAM OF <br />DCDA. ONE-WAY CHECK VALVE FOR FDC SERVICE SHALL BE <br />INSTALLED INSIDE VAULT OR MECHANICAL ROOM. ALL FIRE <br />SPRINKLER SUPPLY LINES AND APPURTENANCES SHALL BE <br />INSTALLED PER SECTION 5-17 OF COE DESIGN AND <br />CONSTRUCTION STANDARDS AND SPECIFlCABONS. FIRE <br />SPRINKLER SYSTEM DESIGN AND CONNECTION DETAILS SHALL <br />BE FRONDED AND APPROVED UNDER SEPARATE PLUMBING <br />PERMIT. <br />O 3 <br />(A U <br />G^j m <br />z <br />0 <br />i <br />3 <br />8 <br />z <br />N <br />LiJ <br />Z <br />N <br />F- <br />C <br />RIVERVIEW I, LLC <br />10900 NE STH STREET <br />SUITE 1200 <br />BELLEVIlE, WA 98004 <br />'HONE: (425) 453.9551 <br />CPI <br />CONSULTANTS <br />• Oral Englntmrg <br />-- 'o'rgea Marege,:,:: <br />ai wnwo nc.SMeix <br />�'ROJECT NO. <br />/ � //� • 0024 17 037 <br />DRAWING <br />C4.04 <br />0 30 60 Know what's below. <br />Call before you dig. SHEET 30 of 44 <br />PLAN IN FEET ux„,- <br />