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X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X MARKET STREET KING STREET COMPANY STREET THEATER BUILDING S S S S S S S S S S S S S S S S S S S E/T E/T E/T E/T s s s s s s s COM. MH C0-30 EXISTING CONDITIONS AND TOPOGRAPHIC SURVEY DATE: Wednesday, June 11, 2025 5:15 PM USER: Kevin Garcia Valcarcel FILE: C:\DM WORKSPACE\21192\CHECKOUT\C0-30.DWG 1509 Ave FD Roosevelt Ste 200 Guaynabo, PR 00968-2706 Tel: 787-792-1509 Fax: 787-782-0687 E-mail: cma@cmapr.com www.cmapr.com © 2025 CMA A&E LLC A R C H I T E C T S & E N G I N E E R S L L C A R C H I T E C T S & E N G I N E E R S L L C 1509 Ave FD Roosevelt Ste 200 Guaynabo, PR 00968-2706 Tel: 787-792-1509 Fax: 787-782-0687 E-mail: cma@cmapr.com www.cmapr.com © 2025 CMA A&E LLC CREATIVE ACOUSTICS, LLC N OLG No. D9-6085-C010 NOTE: 3. DPNR ZONING DISTRICT: B-2 1. SURVEYED BY GPS AND TOTAL STATION 2. REFER TO FOLIO No. 178, 227, 284, 285, 286, 4. BOUNDPOST FOUND 5. STEEL PIN FOUND 6. UTILITY POLE HORIZONTAL AND VERTICAL DATUM: STATE PLANE, NAD 83, PRVI-5200, VIVD09 7. DESIGN DEVELOPMENT (UPDATE) 05/23/25 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X MARKET STREET KING STREET COMPANY STREET THEATER BUILDING S S S S S S S S S S S S S S S S S S S E/T E/T E/T E/T s s s s s s s COM. MH HISTORIC BUILDING TO REMAIN SAW CUT TO REMAIN TO REMAIN BUILDING EXISTING SAW CUT C1-10 DEMOLITION PLAN DATE: Wednesday, June 11, 2025 5:16 PM USER: Kevin Garcia Valcarcel FILE: C:\DM WORKSPACE\21192\CHECKOUT\C1-10.DWG 1509 Ave FD Roosevelt Ste 200 Guaynabo, PR 00968-2706 Tel: 787-792-1509 Fax: 787-782-0687 E-mail: cma@cmapr.com www.cmapr.com © 2025 CMA A&E LLC A R C H I T E C T S & E N G I N E E R S L L C A R C H I T E C T S & E N G I N E E R S L L C 1509 Ave FD Roosevelt Ste 200 Guaynabo, PR 00968-2706 Tel: 787-792-1509 Fax: 787-782-0687 E-mail: cma@cmapr.com www.cmapr.com © 2025 CMA A&E LLC CREATIVE ACOUSTICS, LLC NOTES: BUILDING TO BE DEMOLISHED ASPHALT PAVEMENT TO BE DEMOLISHED DEBRIS AND VEGETATION TO BE REMOVED 1. ALL DISTANCES AND ELEVATIONS ARE IN FEET UNLESS OTHERWISE SPECIFIED. LEGEND: 5. FOR OTHER UTILITIES DEMOLITION REFER TO ELECTRICAL DRAWINGS. 6. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE IF ANY WORK INDICATED IN THE CONTRACT DOCUMENTS CAN NOT BE PERFORMED SAW CUT 2. CONTRACTOR SHALL BE VERY CAREFUL NOT TO DAMAGE EXISTING UTILITIES TO REMAIN DURING THE DEMOLITION WORKS. 3. CONTRACTOR SHALL BE VERY CAREFUL NOT TO DAMAGE EXISTING BUILDING AND EQUIPMENT TO REMAIN DURING THE DEMOLITION WORKS. 4. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE INFLICTED TO ADJACENT PROPERTY OR OTHER AREAS DURING THE DEMOLITION PROCESS. DAMAGED ITEMS SHALL BE RESTORED TO ITS ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. DUE TO EXISTING FIELD CONDITIONS. 7. ALL DEBRIS GENERATED DURING DEMOLITION WORKS SHALL BE FULLY REMOVED AND DISPOSED. 8. DEMOLITION WORKS INCLUDES REMOVAL AND LEGAL DISPOSAL OF ALL EXISTING CONSTRUCTION ITEMS, AND SHALL BE EXECUTED IN CONFORMANCE WITH ALL LOCAL, STATE AND FEDERAL ORDINANCE AND REGULATIONS. 9. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS TO CONFIRM DIMENSIONS AND LENGTHS. 10. IN CASE WHERE HIGH VELOCITY WINDS ARE EXPECTED DUE TO WEATHER CONDITIONS, FENCE SECURITY SCREEN MUST BE REMOVED. CONCRETE SLAB OR SIDEWALK TO BE DEMOLISHED 11. ALL PLANTING AREAS DISTURBED DURING CONSTRUCTION SHALL BE COVERED WITH SOD. N WORK LIMITED TO OUTLINED AREA ONLY SAW CUT DESIGN DEVELOPMENT (UPDATE) 05/23/25 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X MARKET STREET KING STREET COMPANY STREET THEATER BUILDING S S S S S S S S S S S S S S S S S S S E/T E/T E/T E/T s s s s s s s COM. MH X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 20.00' (TYP.) 8.00' (TYP.) 23.00' CONCRETE CURB & GUTTER CONCRETE GUTTER 8.00' CONCRETE CURB & GUTTER CONCRETE CURB & GUTTER CONCRETE GUTTER CONCRETE SIDEWALK CONCRETE SIDEWALK CONCRETE SIDEWALK MATCH TO EXISTING MATCH TO EXISTING MATCH TO EXISTING MATCH TO EXISTING MATCH TO EXISTING KITCHEN C2-10 LAYOUT PLAN DATE: Wednesday, June 11, 2025 5:15 PM USER: Kevin Garcia Valcarcel FILE: C:\DM WORKSPACE\21192\CHECKOUT\C2-10.DWG 1509 Ave FD Roosevelt Ste 200 Guaynabo, PR 00968-2706 Tel: 787-792-1509 Fax: 787-782-0687 E-mail: cma@cmapr.com www.cmapr.com © 2025 CMA A&E LLC A R C H I T E C T S & E N G I N E E R S L L C A R C H I T E C T S & E N G I N E E R S L L C 1509 Ave FD Roosevelt Ste 200 Guaynabo, PR 00968-2706 Tel: 787-792-1509 Fax: 787-782-0687 E-mail: cma@cmapr.com www.cmapr.com © 2025 CMA A&E LLC CREATIVE ACOUSTICS, LLC N LEGEND: MATCH TO EXISTING NOTES: 1. ALL DISTANCES AND ELEVATIONS ARE IN FEETS UNLESS OTHERWISE SPECIFIED. 2. FOR OUTDOOR MECHANICAL EQUIPMENT AND DIESEL TANK SPECIFICATIONS REFER TO MECHANICAL DRAWINGS. DIRECTIONAL FLOW LINES NEW PEDESTRIAN CROSSWALK 3 CONTRACTOR SHALL BE VERY CAREFUL NOT TO DAMAGE EXISTING UTILITIES TO REMAIN DURING THE CONSTRUCTION WORKS. 4. CONTRACTOR SHALL BE VERY CAREFUL NOT TO DAMAGE EXISTING BUILDING AND EQUIPMENT TO REMAIN DURING THE CONSTRUCTION WORKS. 5. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE IF ANY WORK INDICATED IN THE CONTRACT DOCUMENTS CAN NOT BE PERFORMED DUE TO EXISTING FIELD CONDITIONS. 6. ALL PLANTING AREAS DISTURBED DURING CONSTRUCTION SHALL BE COVERED WITH SOD. 8. FOR ELECTRICAL POLES AND LINES REFER TO ELECTRICAL DRAWINGS. 7. REFER TO GEOTHECHNICAL REPORT RECOMMENDATIONS FOR ANY EARTH WORKS. 9. TEMPORARY CHAIN LINK FENCE SHALL BE REMOVED AFTER PROJECT CONSTRUCTION IS COMPLETED. 10. FOR RETAINING WALLS PROFILES REFER TO DRAWING C3-50 AND C3-51. 11. FOR SITE DETAILS REFER TO DRAWING C9-10 TO C9-12. 12. CONTRACTOR SHALL CONSIDER TO RE-PAINT ANY AFFECTED EXISTING MARKING DUE TO TRENCH CUT FOR SANITARY LINE INSTALLATION. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS TO CONFIRM DIMENSIONS, LENGHTS AND IF ANY ADDITIONAL MARKING IS AFFECTED. WORK LIMITED TO OUTLINED AREA ONLY NEW CONCRETE PAVEMENT CRUSHED STONE SURFACING NEW CONCRETE SIDEWALK CONC. GOTTERS ENDS 4 CONC. CURB COLUMNS CONC. GOTTERS ENDS 4 CONC. CURB METAL BOLLARDS LINE No.1 BEGINS STA 1+00.00(1) LINE No.3 BEGINS & CONC, GUTTER BEGINS STA 1+00.00(3) LINE No.2 BEGINS & CONC, GUTTER BEGINS STA 1+00.00(2) LINE N0.1 LINE No.2 ENDS & CONC, GUTTER BEGINS LINE No.1 ENDS STA 1+00.00(1) LINE No.3 ENDS & CONC, GUTTER BEGINS CONCRETE PAVERS DESIGN DEVELOPMENT (UPDATE) 05/23/25 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X MARKET STREET KING STREET COMPANY STREET THEATER BUILDING S S S S S S S S S S S S S S S S S S S E/T E/T E/T E/T s s s s s s s COM. MH X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X C3-20 GRADING PLAN DATE: Wednesday, June 11, 2025 5:16 PM USER: Kevin Garcia Valcarcel FILE: C:\DM WORKSPACE\21192\CHECKOUT\C3-20.DWG 1509 Ave FD Roosevelt Ste 200 Guaynabo, PR 00968-2706 Tel: 787-792-1509 Fax: 787-782-0687 E-mail: cma@cmapr.com www.cmapr.com © 2025 CMA A&E LLC A R C H I T E C T S & E N G I N E E R S L L C A R C H I T E C T S & E N G I N E E R S L L C 1509 Ave FD Roosevelt Ste 200 Guaynabo, PR 00968-2706 Tel: 787-792-1509 Fax: 787-782-0687 E-mail: cma@cmapr.com www.cmapr.com © 2025 CMA A&E LLC CREATIVE ACOUSTICS, LLC N LEGEND: PROPOSED ELEVATION EXISTING ELEVATIONS NOTES: 1. ALL DISTANCES AND ELEVATIONS ARE IN METERS, UNLESS OTHERWISE SPECIFIED. 2. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE IF ANY WORK INDICATED IN THE CONTRACT DOCUMENTS CAN NOT BE PERFORMED DUE CONTOUR LINE (EXISTING ELEVATION) TO EXISTING FIELD CONDITIONS. 31.70 S S S S S S S S S S S S S S S S S S S E/T E/T E/T E/T s s s s s s s COM. MH S S S S S S S S S S S S S S S S S S S E/T E/T E/T E/T s s s s s s s COM. MH X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X MARKET STREET KING STREET COMPANY STREET THEATER BUILDING C5-10 SANITARY SEWER SYSTEM PLAN DATE: Wednesday, June 11, 2025 5:16 PM USER: Kevin Garcia Valcarcel FILE: C:\DM WORKSPACE\21192\CHECKOUT\C5-10.DWG 1509 Ave FD Roosevelt Ste 200 Guaynabo, PR 00968-2706 Tel: 787-792-1509 Fax: 787-782-0687 E-mail: cma@cmapr.com www.cmapr.com © 2025 CMA A&E LLC A R C H I T E C T S & E N G I N E E R S L L C A R C H I T E C T S & E N G I N E E R S L L C 1509 Ave FD Roosevelt Ste 200 Guaynabo, PR 00968-2706 Tel: 787-792-1509 Fax: 787-782-0687 E-mail: cma@cmapr.com www.cmapr.com © 2025 CMA A&E LLC CREATIVE ACOUSTICS, LLC N NOTES: LEGEND: S NEW 6"Ø POTABLE WATER 4. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE IF ANY WORK INDICATED IN THE CONTRACT DOCUMENTS CAN NOT BE PERFORMED 2. CONTRACTOR SHALL BE VERY CAREFUL NOT TO DAMAGE EXISTING UTILITIES TO REMAIN DURING THE CONSTRUCTION WORKS. 3. CONTRACTOR SHALL BE VERY CAREFUL NOT TO DAMAGE EXISTING BUILDING AND EQUIPMENT TO REMAIN DURING THE CONSTRUCTION WORKS. DUE TO EXISTING FIELD CONDITIONS. 5. REFER TO DWG. C5-40 FOR WATER DISTRIBUTION SYSTEM DETAILS. 6. EXISTING LINE LOCATION IS APPROXIMATE. CONTRACTOR IS RESPONSIBLE FOR LOCATION AND INTERCEPTING THE EXISTING WATER LINE. 7. FOR BUILDING'S WATER DISTRIBUTION SYSTEM REFER TO MECHANICAL DRAWINGS. 8. THE POTABLE WATER LINE SHALL BE INSTALLED WITH A MINIMUM COVER OF 0.76 METERS BELOW THE FINAL GRADE TO THE CROWN OF THE PIPE. 9. THE FIRE LINE SHALL BE INSTALLED WITH A MINIMUM COVER OF 0.91 METERS BELOW THE FINAL GRADE TO THE CROWN OF THE PIPE. PROPOSED BACKFLOW PREVENTER 1. ALL ELEVATIONS AND DISTANCES ARE IN METERS, UNLESS OTHERWISE SPECIFIED. (PVC PIPE DR-14) 10. FOR WATER LINE DISTRIBUTION FROM WATER TANK TO PUMP ROOM REFER TO MECHANICAL DRAWINGS. c.o FOR CONTINUATION REFER TO MECH. DRAWINGS c.o c.o FOR CONTINUATION REFER TO MECH. DRAWINGS EXISTING WATER METER BOX EXISTING WATER METER BOX c.o S S S S S S S S S S S S S S S S S S S E/T E/T E/T E/T s s s s s s s COM. MH X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X MARKET STREET KING STREET COMPANY STREET THEATER BUILDING W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X S S S S S S S S S S S S S S S S S S S E/T E/T E/T E/T s s s s s s s COM. MH C6-10 POTABLE WATER SYSTEM PLAN DATE: Wednesday, June 11, 2025 5:16 PM USER: Kevin Garcia Valcarcel FILE: C:\DM WORKSPACE\21192\CHECKOUT\C6-10.DWG 1509 Ave FD Roosevelt Ste 200 Guaynabo, PR 00968-2706 Tel: 787-792-1509 Fax: 787-782-0687 E-mail: cma@cmapr.com www.cmapr.com © 2025 CMA A&E LLC A R C H I T E C T S & E N G I N E E R S L L C A R C H I T E C T S & E N G I N E E R S L L C 1509 Ave FD Roosevelt Ste 200 Guaynabo, PR 00968-2706 Tel: 787-792-1509 Fax: 787-782-0687 E-mail: cma@cmapr.com www.cmapr.com © 2025 CMA A&E LLC CREATIVE ACOUSTICS, LLC N NOTES: LEGEND: W W NEW 6"Ø POTABLE WATER 4. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE IF ANY WORK INDICATED IN THE CONTRACT DOCUMENTS CAN NOT BE PERFORMED 2. CONTRACTOR SHALL BE VERY CAREFUL NOT TO DAMAGE EXISTING UTILITIES TO REMAIN DURING THE CONSTRUCTION WORKS. 3. CONTRACTOR SHALL BE VERY CAREFUL NOT TO DAMAGE EXISTING BUILDING AND EQUIPMENT TO REMAIN DURING THE CONSTRUCTION WORKS. DUE TO EXISTING FIELD CONDITIONS. 5. REFER TO DWG. C5-40 FOR WATER DISTRIBUTION SYSTEM DETAILS. CLEAN OUT 6. EXISTING LINE LOCATION IS APPROXIMATE. CONTRACTOR IS RESPONSIBLE FOR LOCATION AND INTERCEPTING THE EXISTING WATER LINE. 7. FOR BUILDING'S WATER DISTRIBUTION SYSTEM REFER TO MECHANICAL DRAWINGS. 8. THE POTABLE WATER LINE SHALL BE INSTALLED WITH A MINIMUM COVER OF 0.76 METERS BELOW THE FINAL GRADE TO THE CROWN OF THE PIPE. 9. THE FIRE LINE SHALL BE INSTALLED WITH A MINIMUM COVER OF 0.91 METERS BELOW THE FINAL GRADE TO THE CROWN OF THE PIPE. 1. ALL ELEVATIONS AND DISTANCES ARE IN METERS, UNLESS OTHERWISE SPECIFIED. (PVC PIPE DR-14) 10. FOR WATER LINE DISTRIBUTION FROM WATER TANK TO PUMP ROOM REFER TO MECHANICAL DRAWINGS. POTABLE WATER PIPE PROPOSED WATER METER FOR CONTINUATION REFER TO MECH. DRAWINGS PROPOSED BACKFLOW PREVENTER