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12-910R-012S1 S% / SA / CONTRACTOR TO VERIFY INV. ELEV. OF EXIST. 15" ROOF DRAIN AND ADJUST FINAL INVERT ■ AT RELOCATED DRAIN TO 1 L ACCOMODATE REQUIRED SLOPES \ISSTM U SCALE: 1" = 20' ii it YN 5 I NG I �I I I �Cd iIL - - -J r� I ar� �+ YN I I I /S� I,- /S11 I I S1 I r II H EXIST. CONDENSATE DRAIN II d LINES (TYP., TO REMAIN) I II~" d NORTH I I II EXIST. CORRIDOR TO 114E DEMOLISHED, REFER T ARCHITECTURAL DRAWIN S rN II EXIST. ROOF DRAIN I I � /- REMOVE EXIST. FLOOR DRA CAP AND ABANDON EXIST. 3" DRAIN PIPE REMOVE EXIST. CLEAN —OUT ASSEMBLY. CAP AND ABANDON I RISER PIPE N II �i II ST STST ST ST I I II II I, II I I I I LIMITS OF RESTORATION, REPAIR EXIST. CURB AND PAVERS AS REQUIRED (4' TRENCH) L L _. 24STM 24ST EXIST. INV. ±4.33' (CONTRACTOR TO VERIFY ST ■ d ST d 15STM 15STM (., TO REMAIN) ST ST 15STM 15STM `—CONNECT TO EXIST. 15" STORM DRAIN PIPE W/ 15 "X6" WYE 4CD —4CD —4CD —4CD PROP. 20LF OF 6" PVC STORM DRAIN PIPE, SLOPE A" PER FT. 24STM'�� 24STM - �— 24STM�� 24STM 24STM'�� 24STM 24STM 24STM I -`—EXIST. 24" STM. SR. T.O.P. ELEV. ±6.20 (CONTRACTOR TO VERIFY) PROP. RELOCATED DRAIN ASSEMBLY. MODEL ZURN 11"X19" HEAVY DUTY DRAIN Z668 -61G W/ 6" OUTLET, OR APPROVED EQUAL. GRATE ELEV. TO MATCH EXIST. ELEV. OF ±9.90' (SEE DETAIL) NOTE: ALL EXISTING DRAIANGE SYSTEMS TO REMAIN UNLESS OTHERWISE NOTED ON THE PLAN 4CD EXIST. INV. ±3.50 ' (CONTRACTOR TO VERIFY) EXIST. STORM WATER—/ STORAGE TANK (TO REMAIN) b �y n b I 4" MIN. 8" MIN.::". 4 CONCRETE COLLAR (3000 PSI @ 28 DAYS) O KNOW WHAT'S BELOW ALWAYS CALL 811 OBEFORE YOU DIG It's fast. It's free. It's the law. ww.callsunshine.com C& URN 11"X19" HEAVY DUTY DRAIN MODEL Z668 -61G W/ 0" _ = OUTLET, OR APPROVED EQUAL _ 194 4" MIN. ' 4 a •8" MIN. r� EXIST. PAVERS L-CONCRETE TO BE STAINED TO MATCH EXIST. CONC. 6" STORM CURB AND SLAB COLOR PIPE 6" PVC ELBOW MIN. INV. ELEV. 7.50' DETAIL FOR DRAIN INSTALLATION N.T.S. qY BASE OR EXISTING GROUND SUITABLE BACKFILL PLACED AND COMPACTED TO AT LEAST 98% OF MAXIMUN DENSITY, 6" MAXIMUM SIZE, 9" LIFTS, PER AASHTO SPEC. NO. T -180 MIRAFI FILTERWEAVE 404 OR ENGINEERS APPROVED EQUAL SELECT BACKFILL PLACED AND COMPACTED TO AT LEAST 95% OF MAXIMUM DENSITY, 2" MAXIMUM SIZE, 6" LIFTS, PER AASHTO SPEC. NO. T -180 3EDDING MATERIAL SEE NOTE NO. 2 )NDATION REQUIRED IN STABLE SOILS, SEE NOTE 4 MAXIMUM TRENCH WIDTH TRENCH RESTORATION N.T.S. 1. FOR EXCAVATION AND BACKFILL AROUND MANHOLES, APPURTENANCES, OR IN WATER, REFER TO PROVISIONS WITHIN THE SPECIFICATIONS. 2. UNLESS OTHERWISE SPECIFIED, BEDDING MATERIALS SHALL CONSIST OF SELECT BACKFILL MATERIAL, 2" MAXIMUM SIZE OR WASHED AND GRADED LIMEROCK (3/8 "- 7/8 "). COMPACTED TO AT LEAST 95% OF MAXIMUM DENSITY. 6" LIFTS PER ASSHTO SPEC. NO. T -180 3. WHERE REQUIRED, SHEETING AND SHORING SHALL BE IN ACCORDANCE WITH SPECIFICATIONS. 4. WHERE UNSTABLE SOILS ARE ENCOUNTERED, INCLUDING PEAT, MUCK OR OTHER ORGANIC SOILS, ELASTIC SILT AND CLAYS BELOW THE WATER TABLE, A FOUNDATION IS REQUIRED. FOUNDATION MATERIAL SHALL BE SELECT BACKFILL MATERIAL, 2" MAXIMUM SIZE, 6" LIFTS, COMPACTED TO AT LEAST 95% OF MAX DENSITY PER AASHTO SPEC. NO. T -180. EXTEND EXCAVATION AT LEAST 2' DEEPER FOR FOUNDATION UNLESS SUITABLE MATERIAL IS FOUND AT A LESSER DEPTH. GREATER DEPTHS MAY BE REQUIRED FOR EXTREMELY POOR CONDITIONS CIVIL ENGINEER OF RECORD T*Y, LIN INTERNATIONAL 201 ALHAMBRA CIRCLE SUITE 900 Coral Gables, Florida. 33134 Phone: 305 / 567 -1888 Fax: 305 / 567 -1771 EB 2017 - ---VY) zk) If FRANCISCO J. ALONSO, P.E. FLORIDA CIVIL P.E. No.66918 201 ALHAMBRA CIRCLE SUITE 900 Coral Gables, Florida. 33134 architect NORBERTO ROSENSTEIN ARCHITECT , INC. AP04MCW - WrEWn DM - R MNG 126 S. FEDERAL HIGHWAY SUITE # 202 DANIA BEACH, FLORIDA 33004 PH: (954) 922 -6551 FAX: (954) 922 -7388 EMAIL- infoarosensteinarchdectcom WEBS mmrosensteinarchitect.com STATE REG. NO. AR0016674 NATL. REG. NO. 69178 COPYRIGHT © 2008 NORBERTO ROSENSTEIN ARCHITECT, INC. ALL RIGHTS RESERVED. THIS DOCUMENT OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM WITHOUT PERMISSION. DESIGNED F.A. DRAWN F.A. CHECKED N.R. I HEREBY CERTIFY THAT THESE PLANS WHERE PREPARED BY ME OR UNDER MY SUPERVISI ❑N, AND TO THE BEST OF MY KNOWLEDGE, COMPLY WITH ALL APPLICABLE CODES. 0 10 -17 -2011 OWNER REVISION Qt 10 -4 -2011 BLDG DEPT COMMENTS R E V I S 1 0 N S COMM. DATE 2011 -37 8/17/2011 5701 SUNSET DR SUITE A15A WHITE BOX SOUTH MIAMI FLORIDA, 33143 CIVIL PLAN DRAIN RELOCATION c- 1 °3 1 LL 0 Q. 4, 0 Q G K m 4 4 0 N N N 3 v ri v 'u v a N 0 N N i rn c w