1 of 1 Q WILK SE 74 W Harps PR F wing om PLAN TOWER ECUNDATION -ME SETAL TOWER BOTTOM PLANE • P 1 B + RCIAL #10 CARRICKA

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1 Of 1 Q Wilk Se 74 W Harps Pr F Wing Om Plan Tower Ecundation Me Setal Tower Bottom Plane P 1 B Rcial 10 Carricka 1 (38.67 KiB) Viewed 26 times

1 Of 1 Q Wilk Se 74 W Harps Pr F Wing Om Plan Tower Ecundation Me Setal Tower Bottom Plane P 1 B Rcial 10 Carricka 2 (38.79 KiB) Viewed 26 times

1 Of 1 Q Wilk Se 74 W Harps Pr F Wing Om Plan Tower Ecundation Me Setal Tower Bottom Plane P 1 B Rcial 10 Carricka 3 (51.06 KiB) Viewed 26 times

1 of 1 Q WILK SE 74 W Harps PR F wing om PLAN TOWER ECUNDATION -ME SETAL TOWER BOTTOM PLANE • P 1 B + RCIAL #10 CARRICKA @ A BAM me DEVACON TOWER FOUNDATION sa-t B TWE O LECTION TOWER FOUNDATION Meta Acarmediat P O C QULONG NO SESIONES L W MG TABNE AND TOWE LUNGGESELALDOCK DESEN SERVICE LOADE FOUNDATION DESIGN T REFERENCE DOCUMENTS w 2-DAY COMPRESSIE 5000 MA STRENGTH OF ACHER TEGLE STRENGTH 100 UN VELD POINT STOGTH OF HONONONG 10 K COM S YELD ENTH 75 S us 25-34 COMPRESSIVE STRENGTH OF NON-S 1500 PR MONT PATE YELD FONT STRENGTH OF 16 VOLUME OF 12 CUNARS DEN or coc BEN JE IN P STATE OOT OF ST 22 TON GAON AS MOND WAKACOLT SZE40 LESS LE HONES LOWERE SHE HEARN DENCH WKB 4/2007
1 of 1 Q FREE MALA ** DAN TOWER FOUNDATION at th NOM BOTTON FLANGE 1 THE PRONCEING WOR Je KOMEN com T RE E DETALLO CAMER FOR PROCUREMENT PURPOSES ONLY EXCLUDING TUREINE DITES 6-10,0% 6-12, 6-0, 6-146-05-15-0 50545-05-2,5- BARR EXC GIF AN **** A AUTONOMER FOUNDATION d AVELLIN WYBIE OCTAL TOP BOTION PORCEMEN worker A Edin en Ang MA MORTENSON COMPANY WEAPOLIS MOTHER DOCHINS [W] 1000 NYEL PONT DE or e 100 OF MEE LE SHOO NÓ KO HELD INDEHO 2 cou DC of O-CE 4000 -ber COME STRERITY OF CONTE MYEL PONT NOTH OF nece is val SOLUME OF FOUNDATRA CHORINCE 308 CC YARDS voor or ste MES 22 19 MA 15 HO TE SIEN LES ALLOWABLE SER LA CAMIN 3600 Mapa CONFIDENTIAL Wall MILFORD WIND CORRDOR PROJECT SEVER VELARD COU 21.3 BLE SHOO FOOTHE FOUNDATION PADLEWICK SITION & DETALE +/01 waka P
ts tes s Calculate and submit the following items in your breakdown: 1. CY of concrete in the lower 2' of foundation (Octogon). 2. CY of concrete in one triangular pyramid (for help, see: http://www.basic- mathematics.com/volume-of-a-pyramid.html). This requires some tough visualization. 3. CY of concrete for all 4 triangular pyramids combined. 4. CY of concrete in the four outer-wedge shaped sections - 4' wedges 5. CY of Concrete in the center square - 4' section 6. CY of concrete in the upper circle (3' in height) 7. Total CY of concrete for the entire foundation. This answer can be double checked by the notes on the plans (rt side). 8. Add a 10% waste factor to the total for the total CY of concrete required for the foundation. SHOW YOUR WORK for full credit. Generally speaking follow the process below. There may be additional steps in certain calculations. calculate area .multiply by depth ▪ convert to CY (divide by 27) Milford Wind Farm Clyde Brochure.pdf Minimize File Preview E