Loading...
Plans (11) BUP2018 -00030 ( 2/3 ) SHEET NOTES ==- - /J AUG 19 20:9 1. SEE SHEET C6.00 FOR ADDITIONAL SHEET NOTE AND LEGEND INFORMATION. C' OF ' �ILDING Di . 2. SEE SHEET COA FOR ADDITIONAL CONSTRUCTION NOTES. 3. SEE ARCHITECTURAL DRAWINGS FOR ALL PHASING TIME FRAMES - - AND AREAS OF WORK. S _ MATCHLINE SEE SHEET C5.1 V 1� T 4. PROVIDE THRUST BLOCKING AT ALL HORIZONTAL WATER BENDS 1 AND TEE FITTINGS PER DETAIL 8/C6.2. FP TEE-05 7 8"X4" TEE !! 13 LF - 6"FP 5. STRUCTURE LOCATIONS ARE BASED ON CENTER OF STRUCTURE. FP 6" g 5 O 65 S AO% S MH-1 O KEY NOTES RFI-38 RFI-38 FP 4" TEMPLETON ELEMENTARY SCHOOL p. TEMP RIM=257.30 I X 10 FP BALL DRIP VALVE FINAL INIM253 08(W) I FP W 3" 8„ IE 8" OUT=252.98 (NE) I NOTE DESCRIPTION FP FDC-01 !! IE=253.24 O 43 LF - 4"FP I 1 CONNECT TO PUBLIC SMH I I 2 MANHOLE TO BE CONSTRUCTED TO TEMP RIM ASI-044 10 LF - 4"W I ELEVATION. PREPARE SHOP DRAWINGS TO ALLOW 1 ADJUSTMENT TO FINAL RIM ELEVATION IN FUTURE Ll PHASE OF CONSTRUCTION. W HB-03 3 CONNECT TO EXISTING 4" WATER LINE WITH 4" Dull Olson Weekes - IBI Group J I 90' BEND. Architects, Inc. n004 CONNECT TO EXISTING 6" WATER LINE WITH 6" TEE ASI-044 � '' I AND 6"x8" REDUCER. - 5 INSTALL 2" DOUBLE CHECK VALVE ASSEMBLY AND 907 SW Stark Street Portland OR 97205 USA tel 503 226 6950 fax 503 273 9192 VAULT FOR IRRIGATION, SEE DETAIL 1/C6.4. www.dowa-ibigroup.com www.ibigroup.com FP FH-04 6 INSTALL 3" DOUBLE CHECK VALVE ASSEMBLY AND 9 LF - 6"FP 1 I VAULT. SEE DETAIL 2/C6.4. FP VALVE-02 I - - - - - - - - - - - - - - I 7 INSTALL FIRE DEPARTMENT CONNECTION. SEE 22 LF - 6"FP I 1 DETAIL 10/C6.1. FP TEE-01 I I - - - - J 8 INSTALL FIRE HYDRANT ASSEMBLY. SEE DETAIL r i 9/C6.1• EpP ROP I - - - - - - - - - - ® - ® i I 9 CONNECT TO EXISTING 6" WATER LINE WITH 6" TEE ! I AND 6" GV. 79701 PE 9 9l J 1 I 10 INSTALL CHECK VALVE WITH BALL DRIP AND DRAIN L VAULT FOR FDC LINE. SEE DETAIL 6/C6.3. ICIr -Y SIGNED I I OREC0N ROTATE CONE TO KEEP LID OUTSIDE OF CONCRETE IG 11 1 ry I - - - - - - - - - - - - - -� I CROSSWALK. °q In, �O �1 MARK 0t0 EXPIRATION DATE: tV31/2019 L I O UTILITY KEY NOTES - - - - - - - - - - - - - - NOTE DESCRIPTION LnU CONNECT TO FIRE PROTECTION SYSTEM. SIZE AS LU FP NOTED. SEE PLUMBING PLANS FOR CONTINUATION. CONNECT TO GAS METER. CONTRACTOR TO LU G COORDINATE WITH GAS COMPANY. SEE PLUMBING ' I cavil PLANS FOR CONTINUATION. - - Z CONNECT TO WASTE LINE. SEE PLUMBING PLANS FP HB-05 I S FOR CONTINUATION. SIZE AND INVERT AS NOTED. I= CONNECT TO COLD WATER SYSTEM. SEE PLUMBING Q W PLANS FOR CONTINUATION. SIZE AS NOTED. UTILITY CROSSING. PROVIDE 12" MIN. CLEARANCE, U.N.O. 0 O I - C 0 0 0 C -� O -U) A IF O avea SuRld PanOJddy O N C14 PJU6i1 jO Aj!a FP HB-O6 � � � � �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - U cn 0 FP TEE-07 b 76 LF - 8"FP 8..X6" HYDRANT TEE i - - - - �� C> Q - O X7/1 E � 0j FP FP a W/ 8 "BLIND FLANGE !I !! RFI-39 // ���^1 I I W •- Lo Id I IkCU C/) I tT - - - FP "Ki- VALVE-G� N \� \ i I I NOISI1�U 0 2O 6O LL - -� _� CC FP FH-02 8 ` I Q CIO co Co m co G� � LO � 3ow:it3 17rr -71 13o r UTILITY LEGEND N cr)ILO S o SANITARY MANHOLE \ S 6 1 0: 03 227.3251Suitefth Ave., 2500 Portland,OR 97204 O F: 503.274.4681 SANITARY SEWER LINE www.kaff.com J a FP FIRE PROTECTION LINE - U W WATER LINE O O o FP STRUCTURE TABLE W STRUCTURE TABLE S STRUCTURE TABLE NG NATURAL GAS LINE U � FIRE HYDRANT ASSEMBLY STRUCTURE ID NORTHING EASTING STRUCTURE ID NORTHING EASTING STRUCTURE ID NORTHING EASTING + ' FIRE DEPARTMENT CONNECTION (FDC) BALL DRIP VALVE 132031.49 321727.44 HB-03 132026.03 321752.02 MH-1 132051.02 322117.12 ASI-044 GATE VALVE (SIZE AS INDICATED) 8 Z FDC-01 132031.49 321718.99 6'1 k e y p l a n U-1 Nl " FH-02 31 5.3 321 10. LU ASI-044 hase I __j FH-04 131983.53 321718.90 P CONFORMED SET Z 0 HB-05 131874.18 321749.03 H JHB-06 1317 8.5 321 34.66 date 07.27.18 d ASI-044 TEE-01 131983.53 321749.02 w revisions ti TEE-05 132033.88 321749.0 RFI-038 09/20/18 C'4 RFI-039 09/20/18 TEE-07 131788.52 321910.44 ASI-04( VALVE-02 131983.53 321727.44 ASI-044 07/24/19 co 0 N U U) F- U o project # 116054 w UTILITY PLAN �U of NC5m2� SCALE 1 INCH = 20 FEET oU C) . . N W 20 0 20 40 I`J_ C LL