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Collection: Research & Technical Reports
Sub-shelf: dpnr.vi.gov
Kind: Research Report
Island: St. Croix
Date: 2022
Topics: Disaster Recovery
Pages: 35
Text: Native Text

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SCOPE DOCUMENTS The Construction Documents have not been completed therefore this drawing may be incomplete or not coordinated. The documents issued indicate the general scope of the Project. The Contractor is responsible for complete and coordinated pricing and Work, and shall include all items necessary for the proper execution and completion of the Project, whether indicated or not. All components of the Project shall comply with any and all requirements of national, state, and local codes. The Contractor shall inform the Owner and Architect of any omissions, inconsistencies or errors in the information provided. If no notice is given and any omissions, inconsistencies or errors are discovered, the Architect's decisions on items of Work included in the scope shall be binding on the Contractor, when consistent with the general scope and quality of the Project. Project Architect Project No. Date Drawing No. NOT ISSUED FOR CONSTRUCTION DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website: www.designdistrictvi.com DISASTER NO. DATE DAMAGED DAMAGE NO. Autodesk Docs://Patrick Sweeney - Police HQ/VIPD_PSHQ.rvt 12/13/2023 8:05:48 PM A0.00 TBA 2022-004 Checker COVER SHEET PATRICK SWEENEY - POLICE HEADQUARTERS 1 & 1A GOLDEN GROVE, ST. CROIX, USVI VIRGIN ISLANDS POLICE DEPARTMENT PROJECT NUMBER: 2022-004 PROJECT NAME: PATRICK SWEENEY - POLICE HEADQUARTERS SHEET NUMBER: A0.00 - COVER SHEET ISSUANCES No. Drawing Issue Description Date PATRICK SWEENEY - POLICE HEADQUARTERS 1 & 1A GOLDEN GROVE, ST. CROIX, USVI GOVERNEMNT OF THE VIRGIN ISLANDS - POLICE DEPARTMENT FEDERAL CONSISTENCY DETERMINATION REVIEW VICINITY MAP ISLAND MAP SCOPE DOCUMENTS The Construction Documents have not been completed therefore this drawing may be incomplete or not coordinated. The documents issued indicate the general scope of the Project. The Contractor is responsible for complete and coordinated pricing and Work, and shall include all items necessary for the proper execution and completion of the Project, whether indicated or not. All components of the Project shall comply with any and all requirements of national, state, and local codes. The Contractor shall inform the Owner and Architect of any omissions, inconsistencies or errors in the information provided. If no notice is given and any omissions, inconsistencies or errors are discovered, the Architect's decisions on items of Work included in the scope shall be binding on the Contractor, when consistent with the general scope and quality of the Project. Project Architect Project No. Date Drawing No. NOT ISSUED FOR CONSTRUCTION DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website: www.designdistrictvi.com DISASTER NO. DATE DAMAGED DAMAGE NO. A B Autodesk Docs://Patrick Sweeney - Police HQ/VIPD_PSHQ.rvt 1/30/2024 5:51:36 PM A0.01A 01/30/24 2022-004 Checker EXISTING CONDITION PATRICK SWEENEY - POLICE HEADQUARTERS 1 & 1A GOLDEN GROVE, ST. CROIX, USVI VIRGIN ISLANDS POLICE DEPARTMENT PROJECT NUMBER: 2022-004 PROJECT NAME: PATRICK SWEENEY - POLICE HEADQUARTERS SHEET NUMBER: A0.01A - EXISTING CONDITION ISSUANCES No. Drawing Issue Description Date EXISTING STRUCTURE TO BE DEMOLISHED NOT IN SCOPE EXISTING STRUCTURES TO BE REMOVED BY OTHERS SCOPE DOCUMENTS The Construction Documents have not been completed therefore this drawing may be incomplete or not coordinated. The documents issued indicate the general scope of the Project. The Contractor is responsible for complete and coordinated pricing and Work, and shall include all items necessary for the proper execution and completion of the Project, whether indicated or not. All components of the Project shall comply with any and all requirements of national, state, and local codes. The Contractor shall inform the Owner and Architect of any omissions, inconsistencies or errors in the information provided. If no notice is given and any omissions, inconsistencies or errors are discovered, the Architect's decisions on items of Work included in the scope shall be binding on the Contractor, when consistent with the general scope and quality of the Project. Project Architect Project No. Date Drawing No. NOT ISSUED FOR CONSTRUCTION DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website: www.designdistrictvi.com DISASTER NO. DATE DAMAGED DAMAGE NO. A B Autodesk Docs://Patrick Sweeney - Police HQ/VIPD_PSHQ.rvt 1/30/2024 5:51:38 PM A0.01B 01/30/24 2022-004 Checker EXISTING CONDITION PATRICK SWEENEY - POLICE HEADQUARTERS 1 & 1A GOLDEN GROVE, ST. CROIX, USVI VIRGIN ISLANDS POLICE DEPARTMENT PROJECT NUMBER: 2022-004 PROJECT NAME: PATRICK SWEENEY - POLICE HEADQUARTERS SHEET NUMBER: A0.01B - EXISTING CONDITION ISSUANCES No. Drawing Issue Description Date EXISTING PSHQ TO BE DEMOLISHED - SOUTH ELEVATION HISTORIC STRUCTURE TO REMAIN EXISTING PSHQ TO BE DEMOLISHED - WEST/NORTH ELEVATION EXISTING PSHQ TO BE DEMOLISHED - NORTH ELEVATION . DN ST-15 ST-16 ST-14 ST-13 ST-12 ST-11 ST-10 ST-09 ST-08 ST-07 ST-06 ST-05 ST-04 ST-03 ST-02 ST-01 ST-30 ST-29 ST-28 ST-27 ST-26 ST-25 ST-24 ST-23 ST-22 ST-21 ST-20 ST-19 ST-18 ST-17 ST-44 ST-43 ST-42 ST-41 ST-40 ST-39 ST-38 ST-37 ST-36 ST-35 ST-34 ST-33 ST-32 ST-31 P-08 P-07 P-06 P-05 P-04 P-03 P-02 P-01 ST-50 ST-49 ST-48 ST-47 ST-46 ST-45 P-09 SECURE CAR STORAGE LOT PARKING LOT C PARKING LOT B SAFE ROOM COMMAND CENTER SAFE ROOM TRAINING FACILITY OFFICE BUILDING PARKING LOT A P-10 P-09 P-08 P-07 P-06 P-05 P-04 P-03 P-02 P-01 P-20 P-19 P-18 P-17 P-16 P-15 P-14 P-13 P-12 P-11 K-9 UNIT BLDG. (NOT IN SCOPE) K-9 UNIT BLDG. (NOT IN SCOPE) EXISTING COMMUNITY CENTER OPEN AIR PAVILION (NOT IN SCOPE) EXISTING COMMUNITY CENTER BUILDING (NOT IN SCOPE) EXISTING STRUCTURE (NOT IN SCOPE) EXISTING OPEN AIR PAVILION (NOT IN SCOPE) EXISTING MOBILE TRAILERS (NOT IN SCOPE) EXISTING HISTORIC RUIN TO BE PROTECTED/PRESERVED (NOT IN SCOPE) PROPOSED RETENTION +/- 5,116 SF AREA OF DISTURBANCE: 5.9 ACRES (273,408 SF) RETENTION AREA: 27,400 SF 500-YEAR FLOOD 500-YEAR FLOOD LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE PROPOSED RETENTION +/- 12,440 SF UTILITY 3 UTILITY 2 UTILITY 1 ST-14 ST-13 ST-12 ST-11 ST-10 ST-09 ST-08 ST-07 ST-06 ST-05 ST-27 ST-26 ST-25 ST-24 ST-23 ST-22 ST-21 ST-20 ST-19 ST-18 ST-04 ST-17 ST-03 ST-16 ST-02 ST-15 ST-01 1:16 1:16 1:16 1:16 -9.75' -4.876' -7.313' -2.438' 0' P-21 PROPOSED RETENTION +/- 10,424 SF P-53 P-52 P-51 P-50 P-47 P-32 P-31 P-30 P-29 P-28 P-25 P-46 P-45 P-48 P-26 P-49 P-27 P-24 P-23 P-22 P-44 P-43 P-74 P-70 P-69 P-68 P-67 P-66 P-75 P-64 P-65 P-71 P-72 P-61 P-73 P-62 P-60 P-59 P-58 P-57 P-56 P-35 P-34 P-42 P-41 P-40 P-39 P-38 P-37 P-36 P-33 P-55 P-54 ONE WAY EMERGENCY EXIT LANDSCAPE ISLANDS CONCRETE PAVED DRIVE AISLE ADA RAMP 1:16 P-63 EMPLOYEE PARKING VISTOR PARKING EMPLOYEE PARKING NEW TREE BUFFER W/ OVERLAPPING CANOPY TO FILTER DUST POLLUTION FROM ADJACENT SITE NEW TREE BUFFER W/ OVERLAPPING CANOPY TO FILTER DUST POLLUTION FROM ADJACENT SITE NEW PEDESTRIAN ACCESS EMPLOYEE PARKING VISTOR PARKING VISTOR PARKING VISTOR PARKING VISTOR PARKING NEW SIDEWALK NETWORK GENERATOR/FUEL TANK SCOPE DOCUMENTS The Construction Documents have not been completed therefore this drawing may be incomplete or not coordinated. The documents issued indicate the general scope of the Project. The Contractor is responsible for complete and coordinated pricing and Work, and shall include all items necessary for the proper execution and completion of the Project, whether indicated or not. All components of the Project shall comply with any and all requirements of national, state, and local codes. The Contractor shall inform the Owner and Architect of any omissions, inconsistencies or errors in the information provided. If no notice is given and any omissions, inconsistencies or errors are discovered, the Architect's decisions on items of Work included in the scope shall be binding on the Contractor, when consistent with the general scope and quality of the Project. KEY PLAN Project Architect Project No. Date Drawing No. NOT ISSUED FOR CONSTRUCTION DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website: www.designdistrictvi.com DISASTER NO. DATE DAMAGED DAMAGE NO. A B Autodesk Docs://Patrick Sweeney - Police HQ/VIPD_PSHQ.rvt 12/13/2023 8:18:07 PM A0.12 TBA 2022-004 Checker SITE PLAN PATRICK SWEENEY - POLICE HEADQUARTERS 1 & 1A GOLDEN GROVE, ST. CROIX, USVI VIRGIN ISLANDS POLICE DEPARTMENT PROJECT NUMBER: 2022-004 PROJECT NAME: PATRICK SWEENEY - POLICE HEADQUARTERS SHEET NUMBER: A0.12 - SITE PLAN 1" = 30'-0" 1 SITE DEVELOPMENT_CB Copy 1 Parking Summary Parking Lot Count Parking Type Description Parking Lot A 75 Public Parking Lower Parking Lot Parking Lot B 9 Public Parking Upper Parking Lot Parking Lot B 50 Staff Parking Upper Parking Lot Parking Lot C 27 Staff Parking Back Side Parking Lot Grand total: 161 161 ISSUANCES No. Drawing Issue Description Date SCOPE DOCUMENTS The Construction Documents have not been completed therefore drawing may be incomplete or not coordinated. The documents i indicate the general scope of the Project. The Contractor is respon complete and coordinated pricing and Work, and shall include all necessary for the proper execution and completion of the Project, indicated or not. All components of the Project shall comply with a all requirements of national, state, and local codes. The Contracto inform the Owner and Architect of any omissions, inconsistencies o the information provided. If no notice is given and any omissions, inconsistencies or errors are discovered, the Architect's decisions o Work included in the scope shall be binding on the Contractor, wh consistent with the general scope and quality of the Project. ISSUANCES No. Drawing Issue Description Date DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website:www.designdistrictvi.com DISASTER NO. DATE DAMAGED DAMAGE NO. Civil Engineer Project No. Date Drawing No. 08/01/2023 DAMIAN CARTWRIGHT, P.E. NOT ISSUED FOR CONSTRUCTION P R O F E S S I O N A L E N G I N E E R U . S V I R G I N I S L A N D S BUILDTEC, LLC KEY PLAN A B PATRICK SWEENEY - POLIC HEADQUARTERS 1 & 1A GOLDEN GROVE, ST. CROIX, U VIRGIN ISLANDS POLICE DEPARTME 02-C1 GENERAL NOTES DIVISION I- GENERAL REQUIREMENTS AND COVENANTS 1. ONLY APPROVED MATERIALS SHALL BE USED CONTRACTOR SHALL USE ONLY MATERIALS IN THE WORKS THAT MEET THE REQUIREMENTS OF THESE SPECIFICATIONS, RELEVANT SECTIONS OF FLORIDA DEPARTMENT OF TRANSPORTATION PUBLICATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION 2000." 2. INSPECTION AND TESTS AT SOURCE OF SUPPLY 2.1 GENERAL: IF THE VOLUME, PROGRESS OF THE WORK, AND OTHER CONSIDERATIONS WARRANT, THE ENGINEER OF RECORD(E.O.R.) MAY INSPECT THE MATERIALS AT THE SOURCE OF SUPPLY. 2.2 COOPERATION BY CONTRACTOR: THE CONTRACTOR SHALL PROVIDE THE E.O.R. WITH FREE ENTRY AT ALL TIMES TO SUCH PARTS OF THE PLANT THAT CONCERN THE MANUFACTURE OR PRODUCTION OF THE MATERIALS ORDERED. 3. CONTROL BY SAMPLES AND TESTS 3.1 PAVEMENT SAMPLES: FOR BOTH BASE COURSE AND SURFACE COURSE PAVEMENTS, THE CONTRACTOR SHALL FURNISH SAMPLES TAKEN FROM THE COMPLETED WORK FROM ANY LOCATION THAT THE E.O.R. INDICATES, AND IMMEDIATELY REPLACE THE AREAS SO REMOVED WITH MATERIALS AND CONSTRUCTION THAT MEET THE REQUIREMENTS OF THESE SPECIFICATIONS AND TO THE LINE AND GRADE OF THE IMMEDIATE SURROUNDING PAVEMENT SURFACE. 3.2 APPLICABLE STANDARDS: METHODS OF SAMPLING AND TESTING MATERIALS SHALL BE IN ACCORDANCE WITH STANDARDS OF AASHTO OR ASTM. 3.3 SIEVES: USE SIEVES MEETING THE REQUIREMENTS OF AASHTO M 92. 3.4 INSPECTION AT PLANTS: CONTRACTOR SHALL PROVIDE THE ENGINEER WITH ACCESS TO ALL PARTS OF ALL PAVING OR OTHER PLANTS CONNECTED WITH THE WORK TO OBSERVE WEIGHTS OR PROPORTIONS OR CHARACTER OF MATERIALS AND TO DETERMINE TEMPERATURE USED IN PREPARING MATERIALS AND MIXTURES. 3.5 COMPACTION TESTS - PAVEMENT MATERIALS 3.5.1 WHEN REQUESTED BY THE ENGINEER OF RECORD (E.O.R.): NUCLEAR DENSITY OR OTHER APPROVED COMPACTION TESTS SHALL BE CARRIED OUT ON EACH LAYER OF COMPACTED BASE AND EMBANKMENTS. TWENTY-FOUR HOURS NOTICE OF ANY TEST SHALL BE GIVEN TO THE PROJECT ENGINEER AND COPIES OF THE TEST RESULT SHALL BE FORWARDED TO THE E.O.R. AS SOON AS POSSIBLE. THE CONTRACTOR SHALL KEEP COPIES OF THE TIME AND LOCATION OF ALL TESTS. 3.5.2 FIELD-TESTING: SHALL CONFORM TO ASTM STANDARDS OR APPROVED EQUIVALENT. MOISTURE DENSITY CURVES SHALL CONFORM TO ASTM D698-78; SIEVE ANALYSES TO ASTM C136-84A; AND FIELD DENSITIES TO ASTM D2167-84 OR TO ASTM D2922-81. 4. STORAGE OF MATERIALS 4.1 METHOD OF STORAGE: MATERIALS SHALL BE STORED IN SUCH A MANNER AS TO PRESERVE THEIR QUALITY AND FITNESS FOR THE WORK TO FACILITATE PROMPT INSPECTION AND TO MINIMIZE THE NOISE IMPACTS ON SENSITIVE RECEIVERS. 5. DEFECTIVE MATERIALS 5.1 THE FOLLOWING MATERIALS SHALL BE CONSIDERED DEFECTIVE: ALL MATERIALS NOT MEETING THE REQUIREMENTS OF THESE SPECIFICATIONS; MATERIALS THAT ARE OR HAVE BEEN IMPROPERLY STORED; AND MATERIALS THAT ARE MIXED WITH EXCESS OF CLAY, COAL , STICKS, BURLAP, HAY, STRAW, LOAM OR EARTH, OR OTHER DEBRIS. 6. LEGAL REQUIREMENTS AND RESPONSIBNILITY TO THE PUBLIC 6.1 OCCUPATIONAL SAFETY AND HEALTH REQUIREMENTS: THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY FOR THE PROTECTION OF LIFE, HEALTH AND GENERAL OCCUPATIONAL WELFARE OF ALL PERSONS INCLUDING THE CONTRACTORS EMPLOYEES AND AUTHORIZED VISITORS TO THE SITE. 7. SANITARY PROVISIONS 7.1 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN, IN A NEAT AND SANITARY CONDITION, SUCH ACCOMMODATIONS FOR THE USE OF HIS EMPLOYEES AS ARE NECESSARY TO COMPLY WITH THE REQUIREMENTS AND REGULATIONS OF THE UNITED STATES VIRGIN ISLANDS (USVI). 8. CONTROL OF CONTRACTOR'S EQUIPMENT 8.1 PROTECTION FROM DAMAGE BY TRACTOR-TYPE EQUIPMENT: THE CONTRACTOR SHALL TAKE POSITIVE MEASURES TO ENSURE THAT TRACTOR-TYPE EQUIPMENT DOES NOT DAMAGE THE ROAD. IF SUCH DAMAGE SHOULD OCCUR, CONTRACTOR SHALL REPAIR IT WITHOUT DELAY, AT NO EXPENSE TO THE OWNER AND SUBJECT TO THE APPROVAL OF THE E.O.R. 9. PRESERVATION OF PROPERTY 9.1 UTILITIES: CONTRACTOR SHALL NOT COMMENCE WORK AT POINTS WHERE THE CONSTRUCTION OPERATIONS ARE ADJACENT TO UTILITY FACILITIES OR OTHER PROPERTY, UNTIL MAKING ARRANGEMENTS WITH THE UTILITY FACILITIES TO PROTECT AGAINST DAMAGE THAT MIGHT RESULT IN EXPENSE, LOSS, DISRUPTION IN SERVICE OR OTHER INCONVENIENCE TO THE PUBLIC OR THE OWNERS. 10. RECORD OF CONSTRUCTION MATERIALS 10.1 GENERAL: FOR ALL CONSTRUCTION MATERIALS USED IN CONSTRUCTION OF THE PROJECT, THE CONTRACTOR SHALL PRESERVE FOR THE E.O.R'S INSPECTION THE INVOICES AND RECORDS OF MATERIALS FOR A PERIOD OF THREE YEARS FROM THE DATE OF COMPLETION OF THE PROJECT. THIS ALSO APPLIES TO MATERIALS PURCHASED BY SUBCONTRACTORS. DIVISION II- CONSTRUCTION DETAILS 1. CONSTRUCTION EQUIPMENT-GENERAL REQUIREMENTS 1.0 GENERAL: UNLESS RESTRICTED TO A SPECIFIC TYPE BY THE CONTRACT DOCUMENTS OR THE E.O.R., THE CONTRACTOR MAY PERFORM THE WORK USING EQUIPMENT, TOOLS, MACHINERY, ETC., OF HIS OWN CHOOSING. NOTE THAT FACILITIES TO BE CONSTRUCTED UNDER THE CONTRACT ARE ADEQUATE TO SUPPORT ONLY THEIR DESIGN LOADS IN THEIR COMPLETED CONSTRUCTION STAGE. IF THE CONTRACTOR'S EQUIPMENT OR PROCEDURES DURING CONSTRUCTION DAMAGE ANY PART OF THE FACILITY, THE CONTRACTOR SHALL REPLACE OR REPAIR IT AS DIRECTED BY THE E.O.R . AT NO EXPENSE TO THE OWNER. 2. MAINTENANCE OF TRAFFIC 2.1 DESCRIPTION: THE CONTRACTOR SHALL MAINTAIN TRAFFIC WITHIN THE LIMITS OF THE PROJECT FOR THE DURATION OF THE CONSTRUCTION PERIOD, INCLUDING ANY TEMPORARY SUSPENSIONS OF THE WORK. CONTRACTOR SHALL CONSTRUCT AND MAINTAIN ANY DETOUR FACILITIES, PROVIDE NECESSARY FACILITIES FOR ACCESS TO RESIDENCES, BUSINESSES, ETC., ALONG THE PROJECT. CONTRACTOR SHALL FURNISH AND APPLY CALCIUM CHLORIDE OR WATER ON THE SUBGRADE, UNSURFACD BASE, OR OTHER UNSURFACED TRAVELED WAYS IN ORDER TO CONTROL DUST DURING THE CONSTRUCTION OPERATIONS. 3. TRAFFIC CONTROL 3.1 STANDARDS: FHWA'S MUTCD PART VI IS THE MINIMUM STANDARDS FOR TRAFFIC CONTROL FOR HIGHWAY CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS. CONTRACTOR SHALL UNDERSTAND THE STANDARDS ESTABLISHED IN THE AFOREMENTIONED MANUAL CONSTITUTE THE MINIMUM REQUIREMENTS FOR NORMAL CONDITIONS. THE E.O.R. MAY REQUIRE ADDITIONAL TRAFFIC CONTROL DEVICES, WARNING DEVICES, BARRIERS, OR OTHER SAFETY DEVICES WHERE UNUSUAL, COMPLEX, OR PARTICULARLY HAZARDOUS CONDITIONS EXIST. 3.2 MAINTENANCE OF DEVICES AND BARRIERS:P CONTRACTOR SHALL KEEP TRAFFIC CONTROL DEVICES, WARNING DEVICES, AND BARRIERS IN THE CORRECT POSITION PROPERLY DIRECTED, CLEARLY VISIBLE AND CLEAN AT ALL TIMES. CONTRACTOR SHALL IMMEDIATELY REPAIR, REPLACE OR CLEAN DAMAGED, DEFACED, OR DIRTY DEVICES OR BARRIERS AND HAVE THE E.O.R. APPROVE THEM FOR USE. 4. PREVENTION, CONTROL AND ABATEMENT OF EROSION AND WATER POLLUTION 4.1 DESCRIPTION: CONTRACTOR SHALL PROVIDE EROSION CONTROL MEASURES ON THE PROJECT AND IN AREAS OUTSIDE THE RIGHT-OF-WAY WHERE WORK IS ACCOMPLISHED IN CONJUNCTION WITH THE PROJECT, SO AS TO PREVENT POLLUTION OF WATER, DETRIMENTAL EFFECTS TO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE PROJECT RIGHT-OF-WAY AND DAMAGE TO WORK ON THE PROJECT. CONTRACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY EROSION CONTROL FEEATURES OR, WHERE PRACTICAL, CONSTRUCT AND MAINTAIN PERMANENT EROSION CONTROL FEATURES AS SHOWN IN THE PLANS OR AS MAY BE DIRECTED BY THE E.O.R. 5. CLEARING AND GRUBBING 5.1 DESCRIPTION: CONTRACTOR SHALL CLEAR AND GRUB WITHIN THE AREAS OF THE ROADWAY RIGHT-OF-WAY AND OF BORROW PITS, SAND-CLAY BASE MATERIAL PITS, LATERAL DITCHES AND ANY OTHER AREAS SHOWN IN THE PLANS TO BE CLEARED AND GRUBBED. REMOVE AND DISPOSE OF ALL TREES, STUMPS, ROOTS, AND OTHER SUCH PROTRUDING OBJECTS, AND BUILDINGS, STRUCTURES, APPURTENANCES, EXISTING FLEXIBLE ASPHALT PAVEMENT, AND OTHER FACILITIES NECESSARY TO PREPARE THE AREA FOR THE PROPOSED CONSTRUCTION, AND REMOVE AND DISPOSE OF ALL PRODUCT AND DEBRIS NOT REQUIRED TO BE SALVAGED OR NOT REQUIRED TO COMPLETE THE CONSTRUCTION. CONTRACTOR SHALL ALSO PERFORM MISCELLANEOUS WORK THE E.O.R. CONSIDERS NECESSARY FOR THE COMPLETE PREPARATION OF THE OVERALL PROJECT SITE AS FOLLOWS: (a) PLUG ANY WATER WELLS THAT ARE ENCOUNTERED WITHIN THE RIGHT-OF-WAY AND THAT ARE TO BE ABANDONED. (b) LEVEL THE TERRAIN OUTSIDE THE LIMITS OF CONSTRUCTION FOR PURPOSES OF FACILITATING MAINTENANCE AND OTHER POST-CONSTRUCTION OPERATIONS. (c) TRIM TREES AND SHRUBS WITHIN THE PROJECT RIGHT-OF-WAY THAT ARE IDENTIFIED IN THE PROJECT DOCUMENTS. 6. STABILIZING 6.1 DESCRIPTION: STABILIZE DESIGNATED PORTIONS OF THE ROADBED TO PROVIDE A FIRM AND UNYIELDING SUBGRADE, HAVING THE REQUIRED BEARING VALUE SPECIFIED IN THE PLANS. WHEN SPECIFIED IN THE PLANS, PROVIDE ADDITIONAL STRENGTHENING OF THE SUBBASE BY ADDITIONAL STABILIZING OF THE UPPER PORTION OF THE PREVIOUSLY STABILIZED SUBGRADE, WITHIN THE LIMITS SPECIFIED. 6.2 MAXIMUM PARTICLE SIZE OF MIXED MATERIALS: AT THE COMPLETION OF THE MIXING, ENSURE THAT THE GRADATION OF THE MATERIAL WITHIN THE LIMITS OF THE AREA BEING STABILIZED IS SUCH THAT 97% WILL PASS A 3 1/2" (90MM) SIEVE AND THAT THE MATERIAL DOES NOT HAVE A PLASTICITY INDEX GREATER THAN EIGHT OR LIQUID LIMIT GREATER THAN THIRTY. 6.3 DENSITY REQUIREMENTS: WITHIN THE ENTIRE LIMITS OF THE WIDTH AND DEPTH OF THE AREAS TO BE STABILIZED, OBTAIN A MAXIMUM DENSITY OF 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T180. 7. GRANULAR BASE 7.1 MATERIALS: MATERIALS SHALL MEET THE REQUIREMENTS OF THE FEDERAL HIGHWAY ADMINISTRATION (FHWA) STANDARD. THE CONTRACTOR MAY USE MORE THAN ONE SOURCE OF GRANULAR BASE ON A SINGLE CONTRACT PROVIDED THAT A SINGLE SOURCE IS USED THROUGHOUT THE ENTIRE WIDTH AND DEPTH OF A SECTION OF BASE. OBTAIN APPROVAL FROM THE E.O.R. BEFORE PLACING MATERIAL FROM MORE THAN ONE SOURCE. 7.2 METHOD OF SPREADING: CONTRACTOR SHALL SPREAD THE ROCK UNIFORMLY. REMOVE ALL SEGREGATED AREAS OF FINE OR COURSE ROCK AND REPLACE THEM WITH PROPERLY GRADED ROCK. 7.3 GRANULAR BASE FOR SHOULDER PAVEMENT: UNLESS OTHERWISE PERMITTED, CONTRACTOR SHALL COMPLETE ALL GRANULAR BASE SHOULDER CONSTRUCTION AT ANY PARTICULAR LOCATION BEFORE PLACING THE FINAL COURSE OF PAVEMENT ON THE TRAVELED ROADWAY. WHEN DUMPING MATERIAL FOR THE CONSTRUCTION OF A GRANULAR BASE ON THE SHOULDERS, DO NOT ALLOW MATERIAL CAPABLE OF SCARRING OR CONTAMINATING THE PAVEMENT SURFACE ON THE ADJACENT PAVEMENT. IMMEDIATELY SWEEP OFF ANY GRANULAR MATERIAL THAT IS DEPOSITED ON THE SURFACE COURSE. 7.4 DENSITY REQUIREMENTS: WHEN PROPER MOISTURE CONDITIONS ARE OBTAINED, COMPACT MATERIAL TO NOT LESS THAN 98% OF MAXIMUM DENSITY DETERMINED BY AASHTO T180. COMPACT THE GRANULAR BASE FOR SHOULDER PAVEMENT TO NOT LESS THAN 95% OF MAXIMUM DENSITY DETERMINED BY AASHTO T180. 7.5 PRIMING: CONTRACTOR SHALL APPLY THE PRIME COAT ONLY WHEN THE BASE MEETS THE SPECIFIED DENSITY REQUIREMENTS AND WHEN THE MOISTURE CONTENT IN THE TOP HALF OF THE BASE DOES NOT EXCEED 90% OF THE OPTIMUM MOISTURE OF THE BASE MATERIAL. AT THE TIME OF PRIMING ENSURE THAT THE BASE IS FIRM, UNYIELDING AND IN SUCH CONDITION THAT NO UNDUE DISTORTION WILL OCCUR. 7.6 MAINTAINING: MAINTAIN THE TRUE CROWN AND TEMPLATE, WITH NO RUTTING OR OTHER DISTORTION WHEN APPLYING THE SURFACE COURSE. 8. PRIME AND TACK COATS FOR BASE COURSES 8.1 DESCRIPTION: CONTRACTOR SHALL APPLY PRIME COATS ON PREVIOUSLY PREPARED BASES, AND APPLY TACK COATS ON PREVIOUSLY PREPARED BASES AND ON EXISTING PAVEMENT SURFACES. 8.2 PRIME COAT: FOR PRIME COAT, CONTRACTOR SHALL USE CUTBACK ASPHALT GRADE RC-70 OR RC-25 0 MEETING REQUIREMENTS OF FDOT STANDARD SPECIFICATIONS, SECTION 916-3. 8.3 COVER MATERIAL FOR PRIME COAT: UNIFORMLY COVER THE PRIME BASE BY A LIGHT APPLICATION OF COVER MATERIAL. THE CONTRACTOR MAY USE EITHER SAND OR SCREENINGS FOR COVER MATERIAL. FOR THE SAND, MEET THE REQUIREMENTS OF FDOT STANDARD SPECIFICATIONS SECTION 902-2 OR 902-6, AND FOR THE SCREENINGS MEET THE REQUIREMENTS OF FDOT STANDARD SPECIFICATIONS SECTION 902-5. IF EXPOSING THE PRIMED BASE COURSE TO GENERAL TRAFFIC, APPLY A COVER MATERIAL THAT HAS BEEN COATED WITH 2 TO 4% ASPHALT CEMENT. APPLY THE ASPHALT COATED MATERIAL AT APPROXIMATELY 10 LB /SQ.YD [5.5 KG/SQ. M]. ROLL THE ENTIRE SURFACE OF ASPHALT COATED MATERIAL WITH A TRAFFIC ROLLER AS REQUIRED TO PRODUCE A REASONABLE DENSE MAT. 8.4 TACK COAT: UNLESS THE CONTRACT DOCUMENTS CALL FOR A SPECIFIC TYPE OR GRADE OF TACK COAT, USE UNDILUTED EMULSIFIED ASPHALT GRADES RS-1 OR RS-2 MEETING THE REQUIREMENTS OF FDOT STANDARD SPECIFICATIONS SECTION 916-4. HEAT RS-1 OR RS-2 TO A TEMPERATURE OF 140 TO 180° F [60 TO 82°C]. 8.5 APPLICATION OF PRIME COAT 8.5.1 GENERAL: CONTRACTOR SHALL CLEAN THE SURFACE TO BE PRIMED AND ENSURE THAT THE MOISTURE CONTENT OF THE BASE DOES NOT EXCEED 90% OF THE OPTIMUM MOISTURE. ENSURE THAT THE TEMPERATURE OF THE PRIME MATERIAL IS BETWEEN 100 AND 150° F [40 AND 65° C]. APPLY THE MATERIAL WITH A PRESSURE DISTRIBUTOR. DETERMINE THE APPLICATION AMOUNT BASED ON THE CHARACTER OF THE SURFACE. USE AN AMOUNT SUFFICIENT TO COAT THE SURFACE THOROUGHLY AND UNIFORMLY WITH NO EXCESS. 8.5.2 RATE OF APPLICATION: CONTRACTOR SHALL USE A RATE OF APPLICATION THAT IS NOT LESS THAN 0.1 GAL/SQ.YD [0.5 L/SQ.M], UNLESS A LOWER RATE IS DIRECTED BY THE E.O.R. 8.6 APPLICATION OF PRIME COAT 8.6.1 WHERE REQUIRED: IN GENERAL THE E.O.R. WILL NOT REQUIRE A TACK COAT ON PRIMED BASES EXCEPT IN AREAS THAT HAVE BECOME EXCESSIVELY DIRTY AND CANNOT BE CLEANED, OR IN AREAS WHERE THE PRIME HAS CURED TO AN EXTENT THAT IT HAS LOST ALL BONDING EFFECT. GENERALLY, THE E.O.R. WILL REQUIRE A TACK COAT ON HOT BITUMINOUS BASE COURSE BEFORE PLACING THE SURFACE COURSE. 8.6.2 METHOD OF APPLICATION: CONTRACTOR SHALL APPLY THE TACK COAT WITH A PRESSURE DISTRIBUTOR EXCEPT THAT ON SMALL JOBS, IF APPROVED BY THE E.O.R., IT MAY BE APPPLIED BY OTHER MECHANICAL DEVICES OR BY HAND METHODS. HEAT THE BITUMINOIS MATERIAL TO A SUITABLE TEMPERATURE AS DESIGNATED BY THE E.O.R., AND APPLY IT IN A THIN, UNIFORM LAYER. 8.6.3 RATE OF APPLICATION: CONTRACTOR SHALL USE A RATE OF APPLICATION BETWEEN 0.02 AND 0.08 GAL/SQ.YD [0.09 AND 0.36 L/SQ.M]. 9. BITUMINOUS SURFACE TREATMENT (INCLUDING MINERAL SEAL COAT) 9.1 DESCRIPTION: CONTRACTOR SHALL CONSTRUCT A WEARING SURFACE OF SEPARATE APPLICATIONS OF BITUMINOUS MATERIAL COVEREED WITH AGGREGATE, EITHER IN SINGLE APPLICATIONS, DOUBLE (ALTERNATE) APPLICATIONS OR TRIPLE (ALTERNATE) APPLICATIONS 9.2 COMPOSITION AND PROPORTIONING: THE COMPOSITION AND PROPORTIONING FOR THE VARIOUS TYPES OF BITUMINOUS SURFACE TREATMENT AND FOR MINERAL SEAL COAT SHALL BE AS PER THE TABLES IN FDOT STANDARD SPECIFICATIONS SECTION 310-2. . 9.3 EQUIPMENT: 9.3.1 PRESSURE DISTRIBUTOR: CONTRACTOR SHALL PROVIDE A PRESSURE DISTRIBUTOR THAT IS EQUIPPED WITH PNEUMATIC TIRES HAVING A SUFFICIENT WIDTH OF RUBBER IN CONTACT WITH THE ROAD SURFACE TO AVOID BREAKING THE BOND OR FORMING A RUT IN THE SURFACE. ENSURE THAT THE DISTANCES BETTWEEN THE CENTRES OF OPENINGS OF THE OUTSIDE NOZZLES OF THE SPRAY BAR IS EQUAL TO THE WIDTH OF THE APPLICATION REQUIRED, WITHIN A ALLOWABLE VARIATION OF 2 INCHES [50 MM]. ENSURE THAT THE OUTSIDE NOZZLE AT EACH END OF THE SPRAY BAR HAS AN AREA OF OPENING NOT LESS THAN 25% OR MORE THAN 75% IN EXCESS OF THE OTHER NOZZLES. ENSURE THAT ALL NOZZLES HAVE UNIFORM OPENINGS. 9.3.2 SPREADING EQUIPMENT: CONTRACTOR SHALL PROVIDE SUFFICIENT TRUCKS AD AGGREGATE SPREADERS AT THE SITE OF THE WORK TO ENSURE CONTINUOUS SPREADING OF THE AGGREGATE ON THE UNCOVERED BITUMINOUS MATERIAL. USE A SPREADER OF THE MECHANICAL TYPE THAT IS SELF-SUPPORTED (TOWED) OR SELF-PROPELLED THAT IS CAPABLE OF PRODUCING A SMOOTH, UNIFORM DISTRIBUTION OF THE COVER MATERIAL. DO NOT USE SPREADERS OF THE TYPE ATTACHED DIRECTLY TO THE BACK OF THE TRUCK BODY (TAIL GATE SPREADERS). 9.3.3 ROLLERS: CONTRACTOR SHALL PROVIDE ROLLERS THAT ARE 3 TO 5 TON [2.7 TO 4.5 METRIC TON] STEEL-TIRED OR COMBINATION STEEL AND RUBBER-TIRED, ROLLERS AND SELF-PROPELLED, PNEUMATIC-TIRED TRAFFIC TYPE ROLLERS THAT ARE EQUIPPED WITH AT LEAST SEVEN SMOOTH-TREAD, LOW-PRESSURE TIRES AND CAPABLE OF CARRYING A LOAD OF AT LEAST 8 TONS [7 METRIC TONS]. MAINTAIN THE INFLATION IN THE TIRES SUCH THAT IN NO TWO TIRES THE AIR PRESSURE VARIES MORE THAN 5 PSI [35 KPA]. LOAD THE TRAFFIC LOADER AS DIRECTED BY THE E.O.R. 9.4 APPLICATION OF BITUMINOUS MATERIAL: 9.4.1 DISTRIBUTOR PRESSURE: AFTER CLEANING THE SURFACE TO BE TREATED TO THE SATISFACTION OF THE E.O.R. ,THE CONTRACTOR SHALL UNIFORMLY SPRAY THE BITUMINOUS MATERIAL OVER THE SURFACE BY MEANS OF A PRESSURE DISTRIBUTOR. WHEN A SURFACE CONSTRUCTED UNDER THIS SECTION IS ON A PAVED SHOULDER, USE A STRINGLINE OR OTHER APPROVED METHOD TO PRODUCE A UNIFORM LINE ALONG THE EDGE OF THE APPLIED BITUMINOUS MATERIAL ADJACENT TO THE TRAFFIC LANES. USE A DISTRIBUTOR THAT MAINTAINS A PRESSURE OF AT LEAST 20 PSI [140 KPA] AND 75 PSI [520 KPA]. 9.4.2 APPLICATION TEMPERATURES: FOR ASPHALT CEMENT, MAINTAIN AN APPLICATION TEMPERATURE BETWEEN 300 AND 350° F [150 AND 175° C]. FOR EMULSIFIED ASPHALT MAINTAIN AN APPLICATION TEMPERATURE BETWEEN 100 AND 170° F [38 AND 75° C]. FOR CUT-BACK ASPHALT, MAINTAIN AN APPLICATION TEMPERATURE BETWEEN 175 AND 275° F [80 AND 135° C]. 9.4.3 UNIFORMITY OF DISTRIBUTION: CONTRACTOR SHALL TAKE SPECIAL PRECAUTIONS TO OBTAIN AN EVEN AND UNIFORM DISTRIBUTIOIN OF BITUMINOUS MATERIAL, AND ADJUST AND OPERATE THE DISTRIBUTOR SO AS TO MAINTAIN UNIFORM, EVEN DISTRIBUTION OF THE MATERIAL BEING APPLIED. IMMEDIATELY REMOVE EXCESSIVE DEPOSITS OF BITUMINOUS MATERIAL UPON THE ROAD SURFACE CAUSED BY STOPPING AND STARTING THE DISTRIBUTOR, BY LEAKAGE OR OTHERWISE. 9.5 SPREADING COVER MATERIAL 9.5.1 SPREADING: SPREAD THE COVER MATERIAL IMMEDIATELY FOLLOWING EACH APPLICATION OF BITUMINOUS MATERIAL. UNIFORMLY DISTRIBUTE THE COVER MATERIAL OVER THE BITUMINOUS SURFACE IN ONE, TWO, OR THREE COURSES AS SPECIFIED. PERFORM SPREADING USING APPROVED MECHANICAL SPREADERS. USING ONLY DIRVERS EXPERIENCED IN THIS TYPE OF WORK FOR DRIVING THE SPREADERS. DO NOT DRIVE TRUCKS OR SPREADERS ON THE UNCOVERED BITUMINOUS MATERIAL. 9.5.2 BROOMING AND DRESSING: IMMEDIATELY AFTER EACH APPLICATION OF COVER MATERIAL, BROOM THE SURFACE IN ORDER TO SECURE A UNIFORM DISTRIBUTION OF COVER MATERIAL AND A SMOOTH SURFACE. PLACE ADDITIONAL AGGREGATE BY HAND ON ANY AREAS NOT PROPERLY COVERED. 9.6 ROLLING AND CURING 9.6.1 GENERAL REQUIREMENTS: IMMEDIATELY AFTER THE SPREADING AND DRAGGING OF EACH APPLICATION OF COVER MATERIAL, ROLL THE ENTIRE SURFACE. BEGIN ROILLING WITHIN 30 MINUTES AFTER SPREADING OF THE COVER MATERIAL. BEGIN ROLLING AT THE EDGES AND PROGRESS TO THE CENTRE OF THE SURFACE, UNIFORMLY LAPPING EACH PRECEDING PASS AND THOROUGHLY COVERING THE ENTIRE SURFACE. DURING ROLLING, PERFORM ADDITIONAL DRAGGING AND HANDBROOMING AS SPECIFIED ABOVE. FIRST ROLL THE ENTIRE SURFACE WITH A TRAFFIC ROLLER, FOLLOWED IMMEDIATELY WITH A STEEL-WHEELED ROLLER. COVER THE ENTIRE SURFACE WITH A STEEL-WHEELED ROLLER. THEN, ROLL THE COVER MATERIAL AGAIN WITH THE TRAFFIC ROLLER. CONTINUE THE ROLLING AS LONG AS IS NECESSARY TO ENSURE THE THOROUGH KEYING OF THE COVER MATERIAL AND TO SECURE A UNIFORMLY CLOSED SURFACE. 9.6.2 SHOULDER PAVEMENT: FOR BITUMINOUS SURFACE-TREATED SHOULDER PAVEMENT, THE E.O.R. MAY REQUIRE ADDITIONAL ROLLING AS HE DEEMS NECESSARY TO COMPENSATE FOR THE LACK OF SUBSEQUENT ROLLING BY HIGHWAY TRAFFIC. 9.7 SURFACE REQUIREMENTS: CONTRACTOR SHALL PROVIDE A FINISHED SURFACE THAT IS UNIFORM AND CONFORMS TO THE LINES, GRADES AND CROSS SECTIONS SHOWN IN THE PLANS. REMOVE ALL PORTIONS OF THE COMPLETED SURFACE THAT ARE DEFECTIVE, ARE NOT PROPERLY FINISHED, HAVE FAT JOINTS, OR ARE NOT IN REASONABLY CLOSE CONFORMANCE WITH THESE SPECIFICATIONS, AND REPLACE THEM WITH A SATISFACTORY SURFACE. 9.8 PROTECTION: AFTER APPLYING THE BITUMINOUS MATERIAL, THE CONTRACTOR SHALL PREVENT TRAFFIC FROM USING THE ROAD UNTIL PLACING AND THOROUGHLY ROLLING THE COVER MATERIAL. IF POSSIBLE COMPLETE THE TRAFFIC OFF THE FINISHED SURFACE FOR AT LEAST 48 HOURS AFTER COMPLETING FINISHING 11. TYPE S ASPHALT CONCRETE 11.1 DESCRIPTION: THE COMPOSITION AND PHYSICAL TEST PROPERTIES FOR ALL MIXES INCLUDING TYPE S ASPHALTIC CONCRETE (SI, SII AND SIII) ARE SHOWN IN FDOT STANDARD SPECIFICATIONS, TABLES 331-1 AND 331-2. 12. INLETS, MANHOLES, AND JUNCTION BOXES 12.1 DESCRIPTION: CONTRACTOR SHALL CONSTRUCT DROP INLETS, MANHOLES, JUNCTION BOXES, SHOULDER GUTTER INLETS, AND YARD DRAINS FROM REINFORCED CONCRETE. FURNISH AND INSTALL THE NECESSARY METAL FRAMES AND GRATINGS. ALSO, ADJUST THOSE STRUCTURES SHOWN IN THE PLANS TO BE ADJUSTED OR WHICH ARE REQUIRED TO BE ADJUSTED FOR THE SATISFACTORY COMPLETION OF THE WORK. 12.2 EXCAVATION: WHERE UNSUITABLE MATERIALS FOR FOUNDATIONS IS ENCOUNTERED, EXCAVATE THE UNSUITABLE MATERIAL AND BACKFILL WITH SUITABLE MATERIAL PRIOR TO CONSTRUCTING OR SETTING INLETS, MANHOLES AND JUNCTION BOXES. 12.3 PLACING PIPE: CONTRACTOR SHALL CONSTRUCT INLET AND OUTLET PIPES FROM THE SAME SIZE AND KIND AS THE CONNECTING PIPE SHOWN IN THE PLANS. EXTEND THE PIPES THROUGH THE WALLS FOR A DISTANCE BEYOND THE OUTSIDE SURFACE SUFFICIENT FOR THE INTENDED CONNECTIONS, AND CONSTRUCT THE CONCRETE AROUND THEM NEATLY TO PREVENT LEAKAGE AROUND THEIR OUTER SURFACE. KEEP THE INLET AND OUTLET PIPES FLUSH WITH THE INSIDE OF THE WALL. RESILIENT CONNECTORS MAY BE USED IN LIEU OF A MASONRY SEAL. 12.4 BACKFILLING: BACKFILLING OPERATIONS SHALL BE PERFORMED IN CONFORMANCE WITH FDOT STANDARD SPECIFICATIONS SECTION 125, MEETING THE SPECIFIC REQUIREMENTS OF BACKFILLING AND COMPACTION AROUND INLETS, MANHOLES AND JUNCTION BOXES DETAILED IN 125-8.1 AND 125-8.2. DIVISION III- SUPPLEMENTAL NOTES 1. GENERAL NOTES 1.1 ACCOMMODATION: THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL NECESSARY SHEDS AND STORES AND REMOVE THE SAME FROM SITE ON COMPLETION OF WORKS. NO STRUCTURE SHALL BE ERECTED ON SITE WITHOUT THE OWNER'S WRITTEN CONSENT. SUCH CONSENT WILL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF CITING TEMPORARY STRUCTURES CLEAR OF THE WORKS. 1.2 STANDARDS: ALL WORK SHALL BE CARRIED OUT IN CONFORMITY WITH SOUND MODERN ROAD MAKING PRACTICES IN WHICH THE CONTRACTOR OR ANY SUB-CONTRACTOR MUST HAVE CONSIDERABLE KNOWLEDGE AND EXPERIENCE. THE CONTRACTOR SHALL CARRY OUT THE WORK IN A DILIGENT AND ORDERLY MANNER. SUFFICIENT EQUIPMENT AND QUALIFIED PERSONNEL SHALL BE AVAILABLE TO ACCOMPLISH THE WORK AT ALL TIMES. A SUITABLE QUALIFIED PERSON SHALL BE CONTINUOUSLY IN CHARGE OF THE WORK. 1.3 SUPPLY OF WATER: THE CONTRACTOR SHALL ARRANGE FOR AN ADEQUATE SUPPLY OF FRESH WATER AT THE SITE, INCLUDING PROVISION OF ANY STORAGE TANKS, SO THAT SUFFICIENT FRESH WATER IS AVAILABLE FOR THE EXECUTION OF THE WORKS. 1.4 PROTECTION OF WORKS FROM WEATHER: THE CONTRACTOR SHALL CAREFULLY PROTECT FROM INJURY BY RAIN, HEAT OR INCLEMENT WEATHER ALL WORKS, WHICH MAY BE ADVERSELY AFFECTED THEREBY. 1.5 CLEANLINESS OF SITE: THE CONTRACTOR SHALL REMOVE ALL RUBBISH, DEBRIS, ETC. AS THEY ACCUMULATE ON THE SITE, AND CLEAN THE AREAS AS NECESSARY SO THAT THE SITE IS KEPT CLEAN AND TIDY DURING THE PROGRESS OF THE CONTRACT. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ENSURING THAT NO EARTH, DEBRIS OR ROCK IS DEPOSITED ON PUBLIC OR PRIVATE RIGHTS OF WAY AS RESULT OF THE WORKS, INCLUDING ANY DEPOSITS ARISING FROM THE MOVEMENT OF PLANT. THE CONTRACTOR SHALL PROVIDE ALL FACILITIES AND LABOUR ARISING FROM COMPLIANCE WITH THIS CLAUSE. 1.6 REGULATIONS: THE CONTRACTOR SHALL: 1.6.1 ABIDE BY THE LAWS AND REGULATIONS OF THE UNITED STATES VIRGIN ISLANDS (USVI), PARTICULARLY WITH REGARD TO FIRE REGULATIONS AND SAFETY. 1.6.2 OBTAIN ALL NECESSARY PERMITS TO CUT DOWN TREES, BURN WASTE AND DEBRIS, AND ABIDE BY STIPULATION OF PERMITS. 2. EARTH WORKS 2.1 DEFINITIONS AND CLASSIFICATIONS: THE FOLLOWING DEFINITIONS OF EARTH WORKS MATERIAL SHALL APPLY TO THIS AND OTHER CLAUSES OF THE SPECIFICATION IN WHICH REFERENCE IS MADE TO THE DEFINED MATERIALS: A) 'TOP SOIL' SHALL COMPRISE ALL THAT CAN SUPPORT VEGETATION. B) 'SUITABLE MATERIAL' SHALL COMPRISE ALL THAT WHICH IS ACCEPTABLE IN ACCORDANCE WITH THE CONTRACT FOR USE IN THE WORKS AND WHICH IS CAPABLE OF BEING COMPACTED IN THE MANNER SPECIFIED IN THESE SPECIFICATIONS. C) 'UNSUITABLE MATERIAL' SHALL MEAN OTHER THAN SUITABLE MATERIAL AND SHALL INCLUDE: (I) MATERIAL FROM SWAMPS. (II) LOGS, STUMPS AND PERISHABLE MATERIAL. (III) MATERIALS SUSCEPTIBLE TO SPONTANEOUS COMBUSTION. CLAY OF LIQUID LIMIT EXCEEDING 80 % AND/OR PLASTICITY INDEX EXCEEDING 55 %. (D)'ROCK' SHALL MEAN A HARD NATURAL MATERIAL THAT NEEDS THE USE OF BLASTING OR PNEUMATIC TOOLS OR RIPPING FOR REMOVAL. (E)'CUT' IS DEFINED AS THE MATERIAL REQUIRED TO BE REMOVED TO ACHIEVE TO THE DESIGN ELEVATION (SUB-BASE GRADE). (F)'FILL' IS DEFINED AS THE MATERIAL REQUIRED TO BE PLACED IN ORDER TO ACHIEVE THE DESIGN ELEVATION. 2.2 EXCAVATION 2.2.1 THE EXCAVATION SHOWN ON THE DRAWINGS OR SPECIFIED BY THE OWNER'S REPRESENTATIVE SHALL BE CARRIED OUT TO SUCH LINES, LEVELS, DIMENSIONS AND SLOPES. EXCAVATION FACES SHALL BE NEATLY TRIMMED. 2.2.2 A TOLERANCE OF ONE INCH OVER OR UNDER THE DESIGN PROFILES MAY BE PERMITTED UNLESS OTHERWISE REQUIRED BY THE CONTRACT. 2.2.3 ANY EXCESS DEPTH EXCAVATED BELOW THE FORMATION PROFILE TOLERANCE SPECIFIED SHALL BE MADE GOOD BY BACK FILLING WITH SUITABLE MATERIAL OF SIMILAR CHARACTERISTICS TO THAT REMOVED, AND COMPACTED IN ACCORDANCE WITH THESE SPECFICATIONS. 2.2.4 THE SLOPES OF ALL CUTTINGS SHALL BE CLEARED OF ALL ROCK FRAGMENTS, WHICH MOVE WHEN PRIED BY A CROW BAR. 2.2.5 CONSTRUCTION TRAFFIC SHALL NOT USE ANY ROAD FORMATION AT THE BOTTOM OF A CUTTING UNLESS THE CUTTING IS IN ROCK OR THE CONTRACTOR MAINTAINS THE LEVEL OF THE BOTTOM SURFACE AT LEAST 1 FOOT ABOVE FORMATION LEVEL. THE CONTRACTOR AT HIS OWN EXPENSE SHALL REPAIR ANY DAMAGE TO THE SUB-GRADE ARISING FROM SUCH USE OF THE SURFACE. 2.3 PREPARATION OF FILL AREAS: UNLESS OTHERWISE REQUIRED BY THE CONTRACT THE NATURAL GROUND OVER WHICH FILLING IS TO BE PLACE SHALL BE CLEARED OF ALL LOOSE BOULDERS, GRASS, PRODUCTIVE SOIL, BUSHES, TREES, ROOTS AND OTHER VEGETATION. NO FILLING MATERIAL SHALL BE PLACED UNTIL ALL WATERCOURSES HAVE BEEN DIVERTED OR UNDER DRAINED. ALL POTHOLES OR CAVITIES DISCOVERED SHALL BE OPENED UP, FILLED AND COMPACTED BEFORE ANY FILLING TAKES PLACE. 2.4 FORMING OF EMBANKMENTS: ALL FILLING MATERIAL SHALL BE OBTAINED FROM APPROVED BORROW AREAS OR FROM OTHER SOURCES APPROVED BY THE PROJECT ENGINEER. 2.4.1 EMBANKMENTS SHALL BE FORMED OF MATERIAL DEFINED AS SUITABLE MATERIAL IN CLAUSE 4.1 THE MATERIAL SHALL BE DEPOSITED AND COMPACTED AS SOON AS PRACTICABLE AFTER EXCAVATION IN ACCORDANCE WITH CLAUSE 4.7. EMBANKMENTS SHALL BE BUILT UP EVENLY OVER THE FULL WIDTH AND SHALL BE MAINTAINED AT ALL TIMES WITH A SURFACE OF SUFFICIENT CAMBER AND SUFFICIENTLY EVEN TO ENABLE SURFACE WATER TO DRAIN READILY FROM THEM. DAMAGE TO COMPACTED LAYERS BY CONSTRUCTION TRAFFIC SHALL BE REPAIRED BY THE CONTRACTOR. 2.4.2 THE EXISTING GROUND BELOW EMBANKMENT AREAS SHALL BE CLEARED AS SPECIFIED IN 2.4, AND THEN RIPPED TO A DEPTH OF TWELVE INCHES (12") BELOW EXISTING GROUND LEVEL. THE RIPPED ROCK SHALL THEN BE WELL WALKED IN UNTIL IT WILL PASS A 4" GAUGE AND THOROUGHLY COMPACTED IN ACCORDANCE WITH TABLE 2.1. 2.4.3 ROCK USED, AS FILL SHALL BE OF SUCH SIZE THAT IT CAN BE DEPOSITED IN HORIZONTAL LAYERS, EACH NOT EXCEEDING 18 INCHES LOOSE DEPTH AND EXTENDING OVER THE FULL WIDTH OF THE EMBANKMENTS. MATERIALS SHALL BE SPREAD AND LAID BY A CRAWLER TRACTOR WEIGHING NOT LESS THAN 15 TONS AND COMPACTED IN ACCORDANCE WITH CLAUSE 3.2. EACH LAYER SHALL CONSIST OF REASONABLY GRADED ROCK AND ALL SURFACE VOIDS SHALL BE FILLED WITH BROKEN FRAGMENTS BEFORE THE NEXT LAYER IS PLACED. THE TOP SURFACE AND SIDE SLOPES OF EMBANKMENTS SO FORMED SHALL BE THOROUGHLY BLINDED WITH APPROVED FINE GRADED MATERIALS TO SEAL THE SURFACE. 2.4.4 IF THE CONTRACTOR WISHES TO CONTINUE TO USE THE SURFACE OF EMBANKMENTS FOR CONSTRUCTION TRAFFIC BEFORE TRIMMING TO FORMATION LEVEL HE SHALL BRING UP AND MAINTAIN THE SURFACE TO A LEVEL NOT LESS THAN 6 INCHES ABOVE FORMATION LEVEL. ANY DAMAGE TO THE SUBGRADE CAUSE BY THE USE OF SUCH SURFACE SHALL BE MADE GOOD BY THE CONTRACTOR AT HIS OWN EXPENSE. 2.5 COMPACTION ALL MATERIAL SHALL BE COMPACTED AS SOON AS PRACTICABLE AFTER DEPOSITION. THE PERCENTAGE COMPACTION SHALL EQUAL OR EXCEED 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY. AS A GUIDELINE TABLE 2.1 GIVES COMPACTION REQUIREMENTS FOR TYPES OF EQUIPMENT, DEPTH OF LAYER AND NUMBER OF PASSES. LISTED BELOW ARE THE DEFINITIONS AND CLASSIFICATIONS ASSOCIATED WITH TABLE 2.1 TABLE 2.1 COMPACTION REQUIREMENTS D= MAXIMUM DEPTH OF COMPACTED LAYER (INCHES) N= MINIMUM NUMBER OF PASSES _________________________________________________________________ TYPE OF CATEGORY UNIFORMLY COMPACTION GRADED PLANT MATERIAL _________________________________________________________________ MASS PER YD WIDTH OF ROLL: D N _________________________________________________________________ SMOOTH- OVER 0.71T UP TO 0.91T 5 10* WHEELED OVER 0.91T UP TO 1.80T 5 8* ROLLER OVER 1.81T UNSUITABLE _________________________________________________________________ GRID ROLLER OVER 0.91T UP TO 1.81T 6 10* OVER 1.81T UP TO 1.82T UNSUITABLE OVER 1.82T UNSUITABLE _________________________________________________________________ TAMPING OVER 4.41T 10 4 ROLLER _________________________________________________________________ VIBRATING MASS PER YARD WIDTH OF A ROLLER VIBRATING ROLL: OVER 0.09T UP TO 0.15T 6 16 OVER 0.15T UP TO 0.24T 6 12 OVER 0.24T UP TO 0.44T 6 6 OVER 0.44T UP TO 0.60T 8 10* OVER 0.60T UP TO 0.77T 9 12* OVER 0.77T UP TO 0.97T 10 10* OVER 0.97T UP TO 1.21T 11 8* OVER 1.21T UP TO 1.44T 12 8* OVER 1.44T UP TO 1.68T 12 6* OVER 1.68T 12 4* _________________________________________________________________ 2.6 NOTES TO TABLE 2.1 A) THE DEPTH OF COMPACTED LAYER IS THE HEIGHT BY WHICH THE EMBANKMENT IS RAISED BY EACH SUCCESSIVE COMPACTED LAYER. B) THE NUMBER OF PASSES IS THE NUMBER OF TIMES THAT EACH POINT ON THE SURFACE OF THE LAYER BEING COMPACTED HAS BEEN TRAVERSED BY THE ITEM OF COMPACTION PLANT. C) THE COMPACTIVE EFFORT OF EACH COMPACTOR IS A FUNCTION OF THE MASS OF THE MACHINE AND THE COMPACTION PLANT IN TABLE 2.1 IS LISTED IN TERMS OF THEIR MASSES. THE MASS PER YARD WIDTH OF ROLL IS THE TOTAL MASS ON THE ROLL DIVIDED BY THE TOTAL ROLL WIDTH. WHERE A SMOOTH-WHEELED ROLLER HAS MORE THAN ONE AXLE. THE MACHINE SHALL BE ASSESSED ON THE BASIS OF THE AXLE GIVING THE HIGHEST VALUE OF MASS PER YARD WIDTH. D) A TAMPING ROLLER, FOR THE PURPOSE OF THIS SPECIFICATION, IS A MACHINE WITH A ROLL OR ROLLS FROM WHICH 'FEET' PROJECT. THE PROJECTED END AREA OF EACH FOOT SHALL EXCEED 0.11SQ.FT AND THE SUM OF THE AREAS OF FEET SHALL EXCEED 15 PER CENT OF THE AREA OF THE CYLINDER SWEPT BY ENDS OF THE FEET. THE REQUIREMENTS FOR TAMPING ROLLERS APPLY TO MACHINES THAT HAVE 2 ROLLS IN TANDEM. IF ONLY ONE TAMPING ROLL TRAVERSES EACH POINT ON THE SURFACE OF THE LAYER ON ANY ONE PASS OF THE MACHINE, THE MINIMUM NUMBER OF PASSES SHALL BE TWICE THE NUMBER GIVEN IN TABLE 2.1 E) FOR PNEUMATIC-TYRED ROLLERS MASS PER WHEEL IS THE TOTAL MASS OF THE ROLLER DIVIDED BY THE NUMBER OF WHEELS. F) IN ASSESSING THE NUMBER OF PASSES OF PNEUMATIC-TYRED ROLLER THE EFFECTIVE WIDTH SHALL BE THE SUM OF THE WIDTHS OF THE INDIVIDUAL WHEEL TRACKS TOGETHER WITH THE SUM OF THE SPACING NOT EXCEEDING 10 INCHES. WHERE THE SPACING EXCEEDS 10 INCHES THE EFFECTIVE WIDTH SHALL BE THE SUM OF THE WIDTHS OF THE INDIVIDUAL WHEEL TRACKS ONLY. G) VIBRATING ROLLERS ARE SELF-PROPELLED OR TOWED SMOOTH WHEELED ROLLERS HAVING MEANS OF APPLYING MECHANICAL VIBRATION TO ONE OR MORE ROLLS. H) THE REQUIREMENTS FOR VIBRATING ROLLERS ARE BASED ON THE USE OF THE LOWEST GEAR ON A SELF-PROPELLED MACHINE WITH MECHANICAL TRANSMISSION AND A SPEED OF 0.93 -1.55 MPH FOR A TOWED MACHINE, OR A SELF-PROPELLED MACHINE WITH HYDROSTATIC TRANSMISSION. IF HIGHER GEAR SPEEDS ARE USED AN INCREASED NUMBER OF PASSES SHALL BE PROVIDED IN PROPORTION TO THE INCREASE ON SPEED TO TRAVEL. I) WHERE THE MECHANICAL VIBRATING IS APPLIED TO TWO ROLLS IN TANDEM, THE MINIMUM NUMBER OF PASSES SHALL BE HALF THE NUMBER GIVEN IN TABLE 2.1 FOR THE APPROPRIATE MASS PER YARD WIDTH OF THE ONE VIBRATING ROLL. IF ONE ROLL DIFFERS IN MASS PER YARD WIDTH FROM THE OTHER THE NUMBER OF PASSES SHALL BE CALCULATED AS FOR THE ROLL WITH THE SMALLEST VALUE. ALTERNATIVELY THE MACHINE MAY BE TREATED AS HAVING A SINGLE VIBRATING ROLL MISSING LINE WITH THE HIGHER VALUE. J) VIBRATING TYPE ROLLERS OPERATING WITHOUT VIBRATION WILL BE CLASSIFIED AS SMOOTH-WHEELED ROLLERS. K) VIBRATING ROLLERS SHALL BE OPERATED WITH THEIR VIBRATORY MECHANISM OPERATING ONLY AT THE FREQUENCY OF VIBRATION RECOMMENDED BY THE MANUFACTURERS. ALL SUCH ROLLERS SHALL BE EQUIPPED OR PROVIDED WITH A DEVICE AUTOMATICALLY INDICATING THE FREQUENCY AT WHICH THE MECHANISM IS OPERATING. L) VIBRATING-PLATE COMPACTORS ARE MACHINES HAVING A BASE PLATE TO WHICH IS ATTACHED A SOURCE OF VIBRATION CONSISTING OF ONE OR TWO ECCENTRICALLY WEIGHTED SHAFTS. M) THE MASS PER UNIT AREA OF BASE-PLATE OF A VIBRATING PLATE COMPACTOR IS CALCULATED BY DIVIDING THE TOTAL MASS OF THE MACHINE IN IT'S WORKING CONDITION BY IT'S AREA IN CONTACT WITH COMPACTED SOIL. N) VIBRATING-PLATE COMPACTORS SHALL BE OPERATED AT THE FREQUENCY OF VIBRATION RECOMMENDED BY THE MANUFACTURERS. THEY SHALL NORMALLY BE OPERATED AT TRAVELLING SPEEDS OF LESS THAN 0.62MPH BUT IF HIGHER SPEEDS ARE NECESSARY THE NUMBER OF PASSES SHALL BE INCREASED IN PROPORTION TO THE INCREASE IN SPEED OF TRAVEL. O) VIBRO-TAMPERS ARE MACHINES IN WHICH AN ENGINE-DRIVEN RECIPROCATING MECHANISM ACTS ON A SPRING SYSTEM THROUGH WHICH OSCILLATIONS ARE SET UP IN A BASE-PLATE. P) POWER RAMMERS ARE MACHINES, WHICH ARE ACTUATED BY EXPLOSIONS IN AN INTERNAL COMBUSTION CYLINDER, EACH EXPLOSION BEING CONTROLLED MANUALLY BY THE OPERATOR. Q) IN THE CASE OF POWER RAMMERS AND DROPPING WEIGHT COMPACTORS ONE PASS WILL BE CONSIDERED AS MADE WITH THE COMPACTING SHOE HAS MADE ON STRIKE ON THE AREA IN QUESTION. R) FOR ITEMS MARKED * THE ROLLERS SHALL BE TOWED BY TRACK LAYING TRACTORS. SELF-PROPELLED ROLLERS ARE UNSUITABLE. S) WHERE COMBINATIONS OF DIFFERENT TYPES OF CATEGORIES OF PLANT ARE USED, THE COMPACTION REQUIREMENTS SHALL BE DECIDED UPON BY THE PROJECT ENGINEER, IN ACCORDANCE WITH TABLE 2.1. 2.7 SUB-GRADE AT SECTIONS TO BE RECONSTRUCTED OR WHERE CUTTING IS REQUIRED, THE EXISTING FORMATION SHALL BE SCARIFIED TO A DEPTH OF 6" BELOW FORMATION LEVEL. THE SCARIFIED MATERIAL SHALL THEN BE SHAPED AND ROUGH GRADED, WATERED AND COMPACTED IN ACCORDANCE WITH TAB 6.1 AFTER HARD PLANNING TO ACHIEVE THE REQUIRED CROSS-FALL A FURTHER ROLLING OF ANY LOOSE MATERIAL SHALL BE CARRIED OUT UNTIL A SMOOTH SURFACE LAYER IS ACHIEVED, EXCEPT FOR VERGES. THEY SHALL BE LEFT WITH A ROUGH SURFACE TO RECEIVE THE SUBSEQUENT BASE LAYER. 2.8 BACKFILLING TO RETAINING WALLS BACKFILL TO RETAINING WALLS SHALL BE PLACED IN LAYERS NOT EXCEEDING NINE INCHES (9") THICK AND THOROUGHLY, BUT NOT EXCESSIVELY, COMPACTED. IF NECESSARY THE MATERIAL SHALL BE WATERED. 2.9 SETTLEMENT THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING GOOD TO THE SATISFACTION OF THE PROJECT ENGINEER ALL SETTLEMENT IN FILLING AND IN BACKFILLING THAT MAY OCCUR UP TO THE END OF THE PERIOD OF MAINTENANCE. 2.10 EARTHWORK TO BE KEPT FREE OF WATER THE CONTRACTOR SHALL PROVIDE WHERE NECESSARY TEMPORARY WATER COURSE, DITCHES, DRAINS, PUMPING OR OTHER MEANS OF MAINTAINING THE EARTHWORKS FREE OF WATER. SUCH WORK SHALL INCLUDE CARRYING OUT THE WORK OF FORMING THE CUTTINGS AND EMBANKMENTS IN SUCH A MANNER THAT THEIR SURFACES HAVE AT ALL TIMES A SUFFICIENT MINIMUM CROSS FALL AND, WHERE PRACTICABLE, A SUFFICIENT LONGITUDINAL GRADIENT TO ENABLE THEM TO SHED WATER AND PREVENT PONDING. 3 ROAD WORK 3.1 ALL MATERIAL WITHIN THE ROAD ALLOWANCE SHALL BE COMPACTED TO THE SATISFACTION OF THE PROJECT ENGINEER. 3.2 MINIMUM ACCEPTABLE COMPACTION REQUIREMENTS SHALL BE AS FOLLOWS: 3.2.1 ROAD SUB-GRADE 24" BELOW ROAD SUB-BASE OR GREATER: 95% STANDARD PROCTOR DENSITY 3.2.2 ROAD SUB-GRADE LESS THAN 24" BELOW ROAD SUB-BASE: 98% STANDARD PROCTOR DENSITY 3.2.3 ROAD SUB-BASE & BASE: 100% STANDARD PROCTOR DENSITY D. ASPHALT BASE OR SURFACE COURSE: 97% OF MIX DESIGN DENSITY REGARDLESS OF DEPTH OF ASPHALT BEING PLACED. 3.3. SUB-GRADE PREPARATION: THE ENTIRE ROAD RESERVATION SHALL BE RIPPED ALL OVER TO A DEPTH OF 6" BELOW FORMATION LEVEL; THE RIPPED STONE SHALL THEN BE WELL WALKED IN UNTIL ALL PASS A 4" SCREEN. THE RIPPED STONE SHALL THEN BE ROUGH GRADED, SHAPED, WATERED AND THOROUGHLY COMPACTED TO AT LEAST 95% STANDARD PROCTOR DENSITY. A FURTHER ROLLING OF ANY LOOSE MATERIAL SHALL BE CARRIED OUT UNTIL A SMOOTH SURFACE IS ACHIEVED. 3.4 WHERE UNSTABLE OR ORGANIC SOIL IS FOUND TO EXIST BELOW THE PROPOSED ROAD SUB-BASE, ALL SUCH SOIL AND MATERIAL SHALL BE REMOVED TO A MINIMUM DEPTH OF 4' BELOW FINISH GRADE AND REPLACED WITH APPROVED MATERIAL AS DIRECTED BY THE PROJECT ENGINEER. 3.5 SUB-BASE AND BASE PREPARATION: CLEAN WELL-GRADED STONE FILL PASSING 2" MESH SHALL BE PLACED IN TWO LAYERS OF 4" EACH AND SEPARATELY COMPACTED TO SPECIFIED DENSITY AND PROPER CROSS FALL 3.6 ASPHALT COURSE: FLORIDA TYPE S-I AND S-III SPECIFICATION, AS PER FLORIDA DEPARTMENT OF TRANSPORTATION SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION 1982. A 1 12" STRUCTURAL COURSE AND A 34" SURFACE/FRICTION COURSE SHALL BE PLACED AND COMPACTED ACCORDING TO SPECIFIED DENSITY AND PROPER CROSS FALL. 10. HOT BITUMINOUS MIXTURES 10.1 TRANSPORTATION OF THE MIXTURE: TRANSPORT THE MIXTURE IN TIGHT VEHICLES PREVIOUSLY CLEANED OF ALL FOREIGN MATERIAL. AFTER CLEANING, THINLY COAT THE INSIDE OF THE TRUCK BODIES WITH SOAPY WATER OR AN APPROVED EMULSION CONTAINING NOT MORE THAN 5% OIL. APPLY THE COATING PRIOR TO THE FIRST LOADING EACH DAY AND REPEAT AS NECESSARY THROUGHOUT THE DAY'S OPERATIONS. AFTER THE TRUCK BODIES ARE COATED AND BEFORE ANY MIXTURE IS PLACED THEREIN, RAISE THEM TO DRAIN OUT ANY EXCESS LIQUIDS. COVER EACH LOAD DURING COOL AND CLOUDY WEATHER AND AT ANY TIME THERE IS A PROBABILITY OF RAIN. 10.2 PREPARATION OF APPLICATION SURFACES 10.2.1 CLEANING: PRIOR TO THE LAYING OF THE MIXTURE, CLEAN THE SURFACE OF THE BASE OR THE PAVEMENT TO BE COVERED OF ALL LOOSE OR DELETERIOUS MATERIAL BY THE USE OF POWER BROOMS OR BLOWERS, SUPPPLEMENTED BY HAND BROOMING WHERE NECESSARY. 10.2.2 PATCHING AND LEVELING COURSES: WHEN AN ASPHALT MIX IS TO BE PLACED ON AN EXISTING PAVEMENT OR OLD BASE WHICH IS IRREGULAR, AND WHEREVER THE PLANS INDICATE, BRING THE EXISTING SURFACE TO PROPER GRADE AND CROSS SECTION BY THE APPLICATION OF PATCHING AND LEVELING COURSES. 10.2.3 APPLICATION OVER SURFACE TREATMENT: WHERE AN ASPHALT MIX IS TO BE PLACED OVER NEWLY CONSTRUCTED SURFACE TREATMENT, SWEEP AND DISPOSE OF ALL LOOSE MATERIAL FROM THE PAVING AREA. 10.2.4 COATING SURFACES OF CONTACTING STRUCTURES: PAINT ALL STRUCTURES WHICH WILL BE IN ACTUAL CONTACT WITH THE ASPHALT MIXTURE, WITH THE EXCEPTION OF THE VERTICAL FACES OF THE EXISTING PAVEMENTS AND CURBS OR CURB AND GUTTER, WITH A UNIFORM COATING OF ASPHALT CEMENT TO PROVIDE A CLOSELY BONDED, WATER-TIGHT JOINT. 10.3 PLACING MIXTURE 10.3.1 ALIGNMENT OF EDGES: LAY ALL ASPHALTIC CONCRETE MIXTURES, INCLUDING LEVELING COURSES OTHER THAN ADJACENT TO CURB AND GUTTER AND OTHER TRUE EDGES, BY THE STRINGLINE METHOD TO OBTAIN AN ACCURATE, UNIFORM ALIGNMENT OF THE PAVEMENT EDGE. 10.3.2 TEMPERATURE OF SPREADING: THE CONTRACTOR SHALL MAINTAIN THE TEMPERATURE OF THE MIX AT THE TIME OF SPREADING TO WITHIN +/- 24° F [+/- 14° C] OF THE ESTABLISHED MIX TEMPERATURE ESTABLISHED BY THE CONTRACTOR. AS A MINIMUM, THE ENGINEER WILL TAKE MIX TEMPERATURES OF THE MIX ON THE ROAD IN AN AVERAGE FREQUENCY OF ONE PER FIVE TRUCKS. IF THE TEMPERATURE FAILS TO FALL WITHIN SPECIFIED TOLERANCE CORRECTIVE ACTION MAY NEED TO BE TAKEN. 10.3.3 RAIN AND SURFACE CONDITIONS: IMMEDIATELY CEASE TRANSPORTATION OF ASPHALT MIXTURES FROM THE PLANT WHEN RAIN BEGINS AT THE ROADWAY. DO NOT PLACE ASPHALT MIXES WHILE RAIN IS FALLING, OR WHEN THERE IS WATER ON THE SURFACE TO BE COVERED. AS AN EXCEPTION, THE CONTRACTOR MAY PLACE MIXTURES CAUGHT IN TRANSIT AT THE CONTRACTOR'S RISK IF THE ONLY OPTION IS TO WASTE THE MIXTURE AND PROVIDED THE SURFACE HAS BEEN TACKED AS REQUIRED PRIOR TO THE RAIN AND THE SURFACE IS BROOMED IN FRONT OF THE SPREADING OPERATION. 10.4 COMPACTING MIXTURE 10.4.1 STANDARD ROLLING PROCEDURE: CONTRACTOR SHALL MEET THE FOLLOWING EQUIPMENT, SEQUENCE , AND COVERAGE REQUIREMENTS: 1. SEAL ROLLING: PROVIDE TWO COVERAGES WITH A TANDEM STEEL-WHEELED ROLLER (EITHER VIBRATORY OR STATIC), WEIGHING 5 TO 12 TONS [4.5 TO 11 METRIC TONS], FLOOLWING AS CLOSE BEHIND THE SPREADER AS POSSIBLEWITHOUT PICK-UP, UNDUE DISPLACEMENT OR BLISTERING OF THE MATERIAL. USE VIBRATORY ROLLERS IN THE STATIC MODE FOR LAYERS OF 1 INCH [25MM] OR LESS IN THICKNESS. 2. INTERMEDIATE ROLLING: PROVIDE FIVE COVERAGES WITH A SEFL-PROPELLED PNEUMATIC-TIRED ROLLER, FOLLOWING AS CLOSE BEHIND THE SEAL ROLLNG OPERATION AS THE MIX WILL PERMIT. 3. FINAL ROLLING: PROVIDE ONE COVERAGE WITH A TANDUM STEEL-WHEELED ROLLER (STATIC MODE ONLY), WEIGHING 5 TO 12 TONS [4.5 TO 11 METRIC TONS], AFTER COMPLETING THE SEAL ROLLING AND INTERMEDIATE ROLLING, BUT BEFORE THE SURFACE PAVEMENT TEMPERATURE DROPS BELOW 160° F [70°C]. 10.4.2 ROLLING PROCEDURES: ENSURE THAT THE INITIAL ROLLLING IS LONGITUDINAL. WHERE THE LANE BEING PLACED IS ADJACENT TO A PREVIOUSLY PLACED LANE, PINCH OR ROLL THE CENTRE JOINT PRIOR TO ROLLING THE REST OF THE LANE. ROLL ACROSS THE MAT, OVERLAPPING THE ADJACENT PASS BY AT LEAST 6 INCHES [150 MM]. ROLL SLOWLY ENOUGH TO AVOID DISPLACEMENT OF THE MIXTURE AND CORRECT ANY DISPLACEMENT AT ONCE BY THE USE OF RAKES AND THE ADDITION OF FRESH MIXTURE AS REQUIRED. 10.4.3 SPEED OF ROLLING: OPERATE THE SELF-PROPELLED, PNEUMATIC-TIRED ROLLER AT THE SPEED OF 6 TO 10 MPH [10 TO 16 KM/H]. FOR EACH ROLLER DO NOT EXCEED AN AREA OF COVERAGE OF 3,000 SQ.YD/H [2,500 SQ.M/H]. 10.4.4 CORRECTING DEFECTS: CONTRACTOR SHALL NOT ALLOW ROLLERS TO DEPOSIT GASOLINE, OIL, OR GREASE ONTO THE PAVEMENT. REMOVE OR REPLACE ANY AREAS DAMAGED BY SUCH DEPOSITS AS DIRECTED BY THE E.O.R.REMOVE AND REPLACE ANY MIXTURE REMAINING UNBONDED AFTER ROLLING. CORRECT ALL DEFECTS PRIOR TO LAYING THE SUBSEQUENT COURSE. © 2023 Microsoft Corporation © 2023 Maxa OHL OHL X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X OHL OHL OHL OHL OHL OHL OHL X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X OHL OHL OHL OHL OHL ** ** ** ** OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL WL WL WL BEL BEL BEL BEL WL SS SS SS SS SS SS SS SS SS SS SS SCOPE DOCUMENTS The Construction Documents have not been completed therefore this drawing may be incomplete or not coordinated. The documents issued indicate the general scope of the Project. The Contractor is responsible fo complete and coordinated pricing and Work, and shall include all items necessary for the proper execution and completion of the Project, wheth indicated or not. All components of the Project shall comply with any and all requirements of national, state, and local codes. The Contractor shall inform the Owner and Architect of any omissions, inconsistencies or errors the information provided. If no notice is given and any omissions, inconsistencies or errors are discovered, the Architect's decisions on items Work included in the scope shall be binding on the Contractor, when consistent with the general scope and quality of the Project. ISSUANCES No. Drawing Issue Description Date DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website:www.designdistrictvi.com DISASTER NO. DATE DAMAGED DAMAGE NO. Civil Engineer Project No. Date Drawing No. 08/01/2023 DAMIAN CARTWRIGHT, P.E. NOT ISSUED FOR CONSTRUCTION P R O F E S S I O N A L E N G I N E E R U . S V I R G I N I S L A N D S BUILDTEC, LLC KEY PLAN A B PATRICK SWEENEY - POLICE HEADQUARTERS 1 & 1A GOLDEN GROVE, ST. CROIX, USV VIRGIN ISLANDS POLICE DEPARTMENT 02 - C2 EXISTING CONDITION PLAN X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL ** ** ** ** ** ** ** ** ** OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL ******OPEN LID ****** GRAVEL CONSTRUCTION ENTRANCE AND WASH DOWN AREA SILT FENCE 02 - C3 STORMWATER POLLUTION PREVENTION PLAN SCOPE DOCUMENTS The Construction Documents have not been completed therefore this drawing may be incomplete or not coordinated. The documents issued indicate the general scope of the Project. The Contractor is responsible fo complete and coordinated pricing and Work, and shall include all items necessary for the proper execution and completion of the Project, wheth indicated or not. All components of the Project shall comply with any and all requirements of national, state, and local codes. The Contractor shall inform the Owner and Architect of any omissions, inconsistencies or errors the information provided. If no notice is given and any omissions, inconsistencies or errors are discovered, the Architect's decisions on items Work included in the scope shall be binding on the Contractor, when consistent with the general scope and quality of the Project. ISSUANCES No. Drawing Issue Description Date DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website:www.designdistrictvi.com DISASTER NO. DATE DAMAGED DAMAGE NO. Civil Engineer Project No. Date Drawing No. 08/01/2023 DAMIAN CARTWRIGHT, P.E. NOT ISSUED FOR CONSTRUCTION P R O F E S S I O N A L E N G I N E E R U . S V I R G I N I S L A N D S BUILDTEC, LLC KEY PLAN A B PATRICK SWEENEY - POLICE HEADQUARTERS 1 & 1A GOLDEN GROVE, ST. CROIX, USV VIRGIN ISLANDS POLICE DEPARTMENT GRAVEL CONSTRUCTION ENTRANCE AND WASH DOWN AREA 02 - C4 STORMWATER POLLUTION PREVENTION DETAILS SCOPE DOCUMENTS The Construction Documents have not been completed therefore this drawing may be incomplete or not coordinated. The documents issued indicate the general scope of the Project. The Contractor is responsible fo complete and coordinated pricing and Work, and shall include all items necessary for the proper execution and completion of the Project, wheth indicated or not. All components of the Project shall comply with any and all requirements of national, state, and local codes. The Contractor shall inform the Owner and Architect of any omissions, inconsistencies or errors the information provided. If no notice is given and any omissions, inconsistencies or errors are discovered, the Architect's decisions on items Work included in the scope shall be binding on the Contractor, when consistent with the general scope and quality of the Project. ISSUANCES No. Drawing Issue Description Date DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website:www.designdistrictvi.com DISASTER NO. DATE DAMAGED DAMAGE NO. Civil Engineer Project No. Date Drawing No. 08/01/2023 DAMIAN CARTWRIGHT, P.E. NOT ISSUED FOR CONSTRUCTION P R O F E S S I O N A L E N G I N E E R U . S V I R G I N I S L A N D S BUILDTEC, LLC KEY PLAN A B PATRICK SWEENEY - POLICE HEADQUARTERS 1 & 1A GOLDEN GROVE, ST. CROIX, USV VIRGIN ISLANDS POLICE DEPARTMENT X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL ** ** ** ** ** ** ** ** ** OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL ******OPEN LID ****** SCOPE DOCUMENTS The Construction Documents have not been completed therefore this drawing may be incomplete or not coordinated. The documents issued indicate the general scope of the Project. The Contractor is responsible fo complete and coordinated pricing and Work, and shall include all items necessary for the proper execution and completion of the Project, wheth indicated or not. All components of the Project shall comply with any and all requirements of national, state, and local codes. The Contractor shall inform the Owner and Architect of any omissions, inconsistencies or errors the information provided. If no notice is given and any omissions, inconsistencies or errors are discovered, the Architect's decisions on items Work included in the scope shall be binding on the Contractor, when consistent with the general scope and quality of the Project. ISSUANCES No. Drawing Issue Description Date DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website:www.designdistrictvi.com DISASTER NO. DATE DAMAGED DAMAGE NO. Civil Engineer Project No. Date Drawing No. 08/01/2023 DAMIAN CARTWRIGHT, P.E. NOT ISSUED FOR CONSTRUCTION P R O F E S S I O N A L E N G I N E E R U . S V I R G I N I S L A N D S BUILDTEC, LLC KEY PLAN A B PATRICK SWEENEY - POLICE HEADQUARTERS 1 & 1A GOLDEN GROVE, ST. CROIX, USV VIRGIN ISLANDS POLICE DEPARTMENT 02 - C5 DEMOLITION PLAN MATCHLINE (SHEET 02-C7) D D D D D D D D D D D D D 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 254 255 256 257 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 299 300 301 302 303 304 305 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL ** ** ** ** ** ** ** ** ** ** ** ** ** ** ** OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL X X X X X X X X X X X X OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL MATCHLINE (SHEET 02-C6) SCOPE DOCUMENTS The Construction Documents have not been completed therefore this drawing may be incomplete or not coordinated. The documents issued indicate the general scope of the Project. The Contractor is responsible fo complete and coordinated pricing and Work, and shall include all items necessary for the proper execution and completion of the Project, wheth indicated or not. All components of the Project shall comply with any and all requirements of national, state, and local codes. The Contractor shall inform the Owner and Architect of any omissions, inconsistencies or errors the information provided. If no notice is given and any omissions, inconsistencies or errors are discovered, the Architect's decisions on items Work included in the scope shall be binding on the Contractor, when consistent with the general scope and quality of the Project. ISSUANCES No. Drawing Issue Description Date DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website:www.designdistrictvi.com DISASTER NO. DATE DAMAGED DAMAGE NO. Civil Engineer Project No. Date Drawing No. 08/01/2023 DAMIAN CARTWRIGHT, P.E. NOT ISSUED FOR CONSTRUCTION P R O F E S S I O N A L E N G I N E E R U . S V I R G I N I S L A N D S BUILDTEC, LLC KEY PLAN A B PATRICK SWEENEY - POLICE HEADQUARTERS 1 & 1A GOLDEN GROVE, ST. CROIX, USV VIRGIN ISLANDS POLICE DEPARTMENT 02 - C6 SITE & GEOMETRY PLAN NOTE: 1. COORDINATE THIS PLAN SHEET WITH THE ARCHITECTURAL, STRUCTURAL AND M.E.P. DRAWINGS. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORKS SHOWN ON THESE PLANS MATCHLINE (SHEET 02-C7) D D D D 68 69 70 71 72 73 74 75 76 77 78 79 80 81 253 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 306 307 308 309 310 311 D X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X MATCHLINE (SHEET 02-C6) SCOPE DOCUMENTS The Construction Documents have not been completed therefore this drawing may be incomplete or not coordinated. The documents issued indicate the general scope of the Project. The Contractor is responsible fo complete and coordinated pricing and Work, and shall include all items necessary for the proper execution and completion of the Project, wheth indicated or not. All components of the Project shall comply with any and all requirements of national, state, and local codes. The Contractor shall inform the Owner and Architect of any omissions, inconsistencies or errors the information provided. If no notice is given and any omissions, inconsistencies or errors are discovered, the Architect's decisions on items Work included in the scope shall be binding on the Contractor, when consistent with the general scope and quality of the Project. ISSUANCES No. Drawing Issue Description Date DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website:www.designdistrictvi.com DISASTER NO. DATE DAMAGED DAMAGE NO. Civil Engineer Project No. Date Drawing No. 08/01/2023 DAMIAN CARTWRIGHT, P.E. NOT ISSUED FOR CONSTRUCTION P R O F E S S I O N A L E N G I N E E R U . S V I R G I N I S L A N D S BUILDTEC, LLC KEY PLAN A B PATRICK SWEENEY - POLICE HEADQUARTERS 1 & 1A GOLDEN GROVE, ST. CROIX, USV VIRGIN ISLANDS POLICE DEPARTMENT 02 - C7 SITE & GEOMETRY PLAN NOTE: 1. COORDINATE THIS PLAN SHEET WITH THE ARCHITECTURAL, STRUCTURAL AND M.E.P. DRAWINGS. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORKS SHOWN ON THESE PLANS X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X OHL OHL OHL OHL OHL OHL ** ** ** ** ** ** ** OHL OHL OHL OHL OHL OHL OHL X X X X X OHL OHL OHL OHL OHL OHL OHL OHL MATCHLINE (SHEET 02- C9) CONST. 112LF OF 18"HDPE @ 1.00% CONST. 39LF OF 24"HDPE @ 0.96% CONST. 99LF OF 24"HDPE @ 1.00% CONST. 67LF OF 24"HDPE @ 1.00% CONST. 62LF OF 18"HDPE @ 1.00% CONST. 135LF OF 18"HDPE @ 1.00% CONST. 60LF OF 18"HDPE @ 1.00% 1.87% 1.50% 1.50% 1.50% 1.50% 1.00% 1.00% 1.07% 1.08% 1.50% 1.50% 1.50% 1.87% 1.12% 1.00% 1.00% 1.14% 1.00% 1.50% 1.50% 1.50% 1.50% 1.00% 1.00% 1.64% 2.35% 2.24% 2.24% 0.99% 1.00% 0.75% 0.75% 1.27% 1.13% 1.00% 1.01% 1.50% 1.50% 1.72% CONST. 130LF OF 18"HDPE @ 0.50% CB-3 TYPE F (SEE DETAIL M/02-C13) RIM = 50.68 I.E. = 45.05 (SE) I.E. = 45.54 (NE) I.E. = 45.05 (SW) CB-1 TYPE F (SEE DETAIL M/02-C13) RIM = 51.37 I.E. = 46.29 (NE) I.E. = 46.81 (SE) CB-2 TYPE F (SEE DETAIL M/02-C13) RIM = 50.87 I.E. = 44.37 (NE) I.E. = 45.82 (NW) I.E. = 44.37 (SW) CB-5 TYPE F (SEE DETAIL M/02-C13) RIM = 50.73 I.E. = 45.42 (E) I.E. = 46.17 (NW) CB-6 TYPE F (SEE DETAIL M/02-C13) RIM = 50.60 I.E. = 44.78 (NW) I.E. = 46.04 (SE) I.E. = 46.04 (W) MITERED END PIPE (SEE DETAIL L/02-C13) I.E. = 45.00 (SW) CB-4 TYPE F (SEE DETAIL M/02-C13) RIM = 50.69 I.E. = 46.12 (SE) I.E. = 46.12 (SW) CB-8 TYPE F (SEE DETAIL M/02-C13) RIM = 60.39 I.E. = 54.00 (NW) I.E. = 54.00 (SE) CB-9 TYPE F (SEE DETAIL M/02-C13) RIM = 60.32 I.E. = 54.64 (SW) I.E. = 54.64 (SE) CB-10 TYPE F (SEE DETAIL M/02-C13) RIM = 60.32 I.E. = 55.24 (NE) 51.50 51.50 51.85 51.79 51.79 50.68 51.12 51.12 51.57 51.57 51.81 51.64 52.00 51.66 51.53 51.79 50.60 51.08 51.53 61.50 60.77 61.50 61.05 61.62 61.26 60.32 60.77 60.32 60.77 61.41 61.00 61.00 61.45 60.39 60.57 60.57 61.12 51.57 51.12 50.68 51.57 51.57 52.00 51.97 51.14 51.46 51.14 51.37 51.55 51.66 51.84 51.84 50.87 51.05 51.32 51.49 51.63 51.76 51.94 51.21 50.90 53.36 51.14 51.14 51.14 51.94 51.44 51.18 54.65 54.32 54.45 53.90 54.67 54.94 55.05 51.52 51.10 51.35 61.53 50.73 51.04 CONST. 58LF OF 18"HDPE @ 1.00% MITERED END PIPE (SEE DETAIL L/02-C13) I.E. = 44.00 (NE) MATCHLINE (SHEET 02- C8) 51.66 51.51 51.50 51.34 51.45 51.35 51.47 51.33 51.45 51.83 51.72 51.37 51.39 51.45 51.41 51.13 51.26 51.40 60.91 61.03 61.02 60.89 60.89 61.24 61.32 61.43 61.17 61.39 61.26 61.35 61.44 51.33 51.31 51.31 51.33 51.02 51.06 51.05 51.44 51.55 51.36 51.52 51.61 51.51 51.35 51.45 51.56 51.34 51.39 52.88 54.27 54.13 54.03 53.80 52.64 54.49 54.56 54.84 54.90 61.45 61.13 61.13 61.26 60.83 60.86 51.55 CONST. 36LF OF 24"HDPE @ 3.64% 44.00' 45.00' 46.00' 47.00' 48.00' 44.00' 45.00' 46.00' 47.00' 48.00' 45.00' 46.00' 47.00' 48.00' 49.00' 50.00' 45.00' 46.00' 47.00' 48.00' 49.00' 50.00' SCOPE DOCUMENTS The Construction Documents have not been completed therefore this drawing may be incomplete or not coordinated. The documents issued indicate the general scope of the Project. The Contractor is responsible fo complete and coordinated pricing and Work, and shall include all items necessary for the proper execution and completion of the Project, wheth indicated or not. All components of the Project shall comply with any and all requirements of national, state, and local codes. The Contractor shall inform the Owner and Architect of any omissions, inconsistencies or errors the information provided. If no notice is given and any omissions, inconsistencies or errors are discovered, the Architect's decisions on items Work included in the scope shall be binding on the Contractor, when consistent with the general scope and quality of the Project. ISSUANCES No. Drawing Issue Description Date DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website:www.designdistrictvi.com DISASTER NO. DATE DAMAGED DAMAGE NO. Civil Engineer Project No. Date Drawing No. 08/01/2023 DAMIAN CARTWRIGHT, P.E. NOT ISSUED FOR CONSTRUCTION P R O F E S S I O N A L E N G I N E E R U . S V I R G I N I S L A N D S BUILDTEC, LLC KEY PLAN A B PATRICK SWEENEY - POLICE HEADQUARTERS 1 & 1A GOLDEN GROVE, ST. CROIX, USV VIRGIN ISLANDS POLICE DEPARTMENT 10 02 - C8 SITE & GEOMETRY PLAN NOTE: 1. COORDINATE THIS PLAN SHEET WITH THE ARCHITECTURAL, STRUCTURAL AND M.E.P. DRAWINGS. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORKS SHOWN ON THESE PLANS F.F.E. = 62.00' F.F.E. = 62.00' X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X MATCHLINE (SHEET 02- C9) CONST. 30LF OF 24"HDPE @ 1.16% CONST. 68LF OF 18"HDPE @ 1.01% 51.10 51.47 51.57 51.62 51.58 56.64 56.64 61.74 61.93 61.50 61.05 61.64 61.50 51.32 52.25 52.16 62.11 61.95 62.10 62.08 62.08 62.04 52.01 62.23 62.08 61.74 61.56 61.74 61.70 61.92 61.87 CONST. 185LF OF 24"HDPE @ 3.74% CONST. 74LF OF 18"HDPE @ 0.54% 1.92% 1.50% 1.50% 1.50% 8.83% 8.76% 1.00% 1.50% 1.07% 1.94% 1.00% 1.00% 1.07% CONST. 76LF OF 24"HDPE @ 1.00% MH-1 PROP MANHOLE (SEE DETAILS J&K/02-C13) RIM = 51.37 I.E. = 45.35 (NW) I.E. = 45.92 (NE) I.E. = 45.35 (SE) MITERED END PIPE (SEE DETAIL L/02-C13) I.E. = 45.00 (NW) CB-7 TYPE F (SEE DETAIL M/02-C13) RIM = 61.05 I.E. = 52.84 (NE) I.E. = 52.84 (SW) MH-2 PROP MANHOLE (SEE DETAILS J&K/02-C13) RIM = 61.70 I.E. = 53.60 (NW) I.E. = 53.60 (SW) MATCHLINE (SHEET 02- C8) 52.13 52.07 52.00 51.47 51.33 51.29 51.39 61.13 60.86 61.82 61.84 62.08 51.52 51.69 62.10 45.00' 46.00' 47.00' 45.00' 46.00' 47.00' 48.00' 48.00' SCOPE DOCUMENTS The Construction Documents have not been completed therefore this drawing may be incomplete or not coordinated. The documents issued indicate the general scope of the Project. The Contractor is responsible fo complete and coordinated pricing and Work, and shall include all items necessary for the proper execution and completion of the Project, wheth indicated or not. All components of the Project shall comply with any and all requirements of national, state, and local codes. The Contractor shall inform the Owner and Architect of any omissions, inconsistencies or errors the information provided. If no notice is given and any omissions, inconsistencies or errors are discovered, the Architect's decisions on items Work included in the scope shall be binding on the Contractor, when consistent with the general scope and quality of the Project. ISSUANCES No. Drawing Issue Description Date DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website:www.designdistrictvi.com DISASTER NO. DATE DAMAGED DAMAGE NO. Civil Engineer Project No. Date Drawing No. 08/01/2023 DAMIAN CARTWRIGHT, P.E. NOT ISSUED FOR CONSTRUCTION P R O F E S S I O N A L E N G I N E E R U . S V I R G I N I S L A N D S BUILDTEC, LLC KEY PLAN A B PATRICK SWEENEY - POLICE HEADQUARTERS 1 & 1A GOLDEN GROVE, ST. CROIX, USV VIRGIN ISLANDS POLICE DEPARTMENT 10 02 - C9 SITE & GEOMETRY PLAN NOTE: 1. COORDINATE THIS PLAN SHEET WITH THE ARCHITECTURAL, STRUCTURAL AND M.E.P. DRAWINGS. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORKS SHOWN ON THESE PLANS TYPICAL SECTION 01 N.T.S. TYPE D CURB TYPE D CURB 2.0 % 1-1/2" ASPHALTIC CONCRETE TYPE S-I & 1" ASPHALTIC CONCRETE TYPE S-III WEARING SURFACE (PROVIDE BITUMINOUS TACK COAT BETWEEN LAYERS) 1.50 % 1.50 % 2.0 % TYPE D CURB TYPICAL SECTION 02 N.T.S. 2.0 % TYPE D CURB TYPE D CURB 1.50% TYPICAL SECTION 03 N.T.S. VARIES % VARIES % TYPICAL SECTION 04 N.T.S. 1.50% 1.50% 1.50% 2.0 % TYPE D CURB 1.50% TYPICAL SECTION 05 N.T.S. 1.50% 1.50% VARIES% VARIES% VARIES% 8" DEEP AGGREGATE BASE MATERIAL MEETING SPECIFICATIONS AS OUTLINED IN THE GEOTECHNICAL REPORT. COMPACT TO 98% MODIFIED PROCTOR (CBR 100) (TYP.) STABILIZE EXISTING SUBGRADE (TYP.) VERSA-LOK GEOGRID OR APPROVED EQUAL (TYP.) 12" DEEP SUBBASE MATERIAL MEETING AASHTO SOIL CLASSIFICATION OF A-1 - A-2-6. COMPACT TO 98% MODIFIED PROCTOR (CBR 40) (TYP.) TYPE D CURB 8" DEEP AGGREGATE BASE MATERIAL MEETING SPECIFICATIONS AS OUTLINED IN THE GEOTECHNICAL REPORT. COMPACT TO 98% MODIFIED PROCTOR (CBR 100) (TYP.) STABILIZE EXISTING SUBGRADE (TYP.) 12" DEEP SUBBASE MATERIAL MEETING AASHTO SOIL CLASSIFICATION OF A-1 - A-2-6. COMPACT TO 98% MODIFIED PROCTOR (CBR 40) (TYP.) VERSA-LOK GEOGRID OR APPROVED EQUAL (TYP.) 1-1/2" ASPHALTIC CONCRETE TYPE S-I & 1" ASPHALTIC CONCRETE TYPE S-III WEARING SURFACE (PROVIDE BITUMINOUS TACK COAT BETWEEN LAYERS) 12" DEEP SUBBASE MATERIAL MEETING AASHTO SOIL CLASSIFICATION OF A-1 - A-2-6. COMPACT TO 98% MODIFIED PROCTOR (CBR 40) (TYP.) 12" DEEP SUBBASE MATERIAL MEETING AASHTO SOIL CLASSIFICATION OF A-1 - A-2-6. COMPACT TO 98% MODIFIED PROCTOR (CBR 40) (TYP.) 1-1/2" ASPHALTIC CONCRETE TYPE S-I & 1" ASPHALTIC CONCRETE TYPE S-III WEARING SURFACE (PROVIDE BITUMINOUS TACK COAT BETWEEN LAYERS) 8" DEEP AGGREGATE BASE MATERIAL MEETING SPECIFICATIONS AS OUTLINED IN THE GEOTECHNICAL REPORT. COMPACT TO 98% MODIFIED PROCTOR (CBR 100) (TYP.) STABILIZE EXISTING SUBGRADE (TYP.) VERSA-LOK GEOGRID OR APPROVED EQUAL (TYP.) 12" DEEP SUBBASE MATERIAL MEETING AASHTO SOIL CLASSIFICATION OF A-1 - A-2-6. COMPACT TO 98% MODIFIED PROCTOR (CBR 40) (TYP.) 12" DEEP SUBBASE MATERIAL MEETING AASHTO SOIL CLASSIFICATION OF A-1 - A-2-6. COMPACT TO 98% MODIFIED PROCTOR (CBR 40) (TYP.) 1-1/2" ASPHALTIC CONCRETE TYPE S-I & 1" ASPHALTIC CONCRETE TYPE S-III WEARING SURFACE (PROVIDE BITUMINOUS TACK COAT BETWEEN LAYERS) 8" DEEP AGGREGATE BASE MATERIAL MEETING SPECIFICATIONS AS OUTLINED IN THE GEOTECHNICAL REPORT. COMPACT TO 98% MODIFIED PROCTOR (CBR 100) (TYP.) STABILIZE EXISTING SUBGRADE (TYP.) VERSA-LOK GEOGRID OR APPROVED EQUAL (TYP.) 12" DEEP SUBBASE MATERIAL MEETING AASHTO SOIL CLASSIFICATION OF A-1 - A-2-6. COMPACT TO 98% MODIFIED PROCTOR (CBR 40) (TYP.) TYPE D CURB TYPE D CURB TYPE D CURB TYPE D CURB 12" DEEP SUBBASE MATERIAL MEETING AASHTO SOIL CLASSIFICATION OF A-1 - A-2-6. COMPACT TO 98% MODIFIED PROCTOR (CBR 40) (TYP.) 8" DEEP AGGREGATE BASE MATERIAL MEETING SPECIFICATIONS AS OUTLINED IN THE GEOTECHNICAL REPORT. COMPACT TO 98% MODIFIED PROCTOR (CBR 100) (TYP.) STABILIZE EXISTING SUBGRADE (TYP.) VERSA-LOK GEOGRID OR APPROVED EQUAL (TYP.) 12" DEEP SUBBASE MATERIAL MEETING AASHTO SOIL CLASSIFICATION OF A-1 - A-2-6. COMPACT TO 98% MODIFIED PROCTOR (CBR 40) (TYP.) 1-1/2" ASPHALTIC CONCRETE TYPE S-I & 1" ASPHALTIC CONCRETE TYPE S-III WEARING SURFACE (PROVIDE BITUMINOUS TACK COAT BETWEEN LAYERS) (TYP.) SCOPE DOCUMENTS The Construction Documents have not been completed therefore this drawing may be incomplete or not coordinated. The documents issued indicate the general scope of the Project. The Contractor is responsible fo complete and coordinated pricing and Work, and shall include all items necessary for the proper execution and completion of the Project, wheth indicated or not. All components of the Project shall comply with any and all requirements of national, state, and local codes. The Contractor shall inform the Owner and Architect of any omissions, inconsistencies or errors the information provided. If no notice is given and any omissions, inconsistencies or errors are discovered, the Architect's decisions on items Work included in the scope shall be binding on the Contractor, when consistent with the general scope and quality of the Project. ISSUANCES No. Drawing Issue Description Date DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website:www.designdistrictvi.com DISASTER NO. DATE DAMAGED DAMAGE NO. Civil Engineer Project No. Date Drawing No. 08/01/2023 DAMIAN CARTWRIGHT, P.E. NOT ISSUED FOR CONSTRUCTION P R O F E S S I O N A L E N G I N E E R U . S V I R G I N I S L A N D S BUILDTEC, LLC KEY PLAN A B PATRICK SWEENEY - POLICE HEADQUARTERS 1 & 1A GOLDEN GROVE, ST. CROIX, USV VIRGIN ISLANDS POLICE DEPARTMENT 02 - C10 TYPICAL SECTIONS 2.0 % VARIES% VARIES% TYPICAL SECTION 06 N.T.S. TYPICAL SECTION 08 N.T.S. TYPE D CURB 1.50 % 1.50 % 2.0 % TYPE D CURB VARIES% VARIES% TYPICAL SECTION 07 N.T.S. 1.50% TYPICAL SECTION 09 N.T.S. 1.50% 1.50% 1.50% 12" DEEP SUBBASE MATERIAL MEETING AASHTO SOIL CLASSIFICATION OF A-1 - A-2-6. COMPACT TO 98% MODIFIED PROCTOR (CBR 40) (TYP.) TYPE D CURB TYPE D CURB 8" DEEP AGGREGATE BASE MATERIAL MEETING SPECIFICATIONS AS OUTLINED IN THE GEOTECHNICAL REPORT. COMPACT TO 98% MODIFIED PROCTOR (CBR 100) (TYP.) STABILIZE EXISTING SUBGRADE (TYP.) VERSA-LOK GEOGRID OR APPROVED EQUAL (TYP.) 1-1/2" ASPHALTIC CONCRETE TYPE S-I & 1" ASPHALTIC CONCRETE TYPE S-III WEARING SURFACE (PROVIDE BITUMINOUS TACK COAT BETWEEN LAYERS) 12" DEEP SUBBASE MATERIAL MEETING AASHTO SOIL CLASSIFICATION OF A-1 - A-2-6. COMPACT TO 98% MODIFIED PROCTOR (CBR 40) (TYP.) 1-1/2" ASPHALTIC CONCRETE TYPE S-I & 1" ASPHALTIC CONCRETE TYPE S-III WEARING SURFACE (PROVIDE BITUMINOUS TACK COAT BETWEEN LAYERS) TYPE D CURB 8" DEEP AGGREGATE BASE MATERIAL MEETING SPECIFICATIONS AS OUTLINED IN THE GEOTECHNICAL REPORT. COMPACT TO 98% MODIFIED PROCTOR (CBR 100) (TYP.) STABILIZE EXISTING SUBGRADE (TYP.) VERSA-LOK GEOGRID OR APPROVED EQUAL (TYP.) 12" DEEP SUBBASE MATERIAL MEETING AASHTO SOIL CLASSIFICATION OF A-1 - A-2-6. COMPACT TO 98% MODIFIED PROCTOR (CBR 40) (TYP.) 12" DEEP SUBBASE MATERIAL MEETING AASHTO SOIL CLASSIFICATION OF A-1 - A-2-6. COMPACT TO 98% MODIFIED PROCTOR (CBR 40) (TYP.) TYPE D CURB 8" DEEP AGGREGATE BASE MATERIAL MEETING SPECIFICATIONS AS OUTLINED IN THE GEOTECHNICAL REPORT. COMPACT TO 98% MODIFIED PROCTOR (CBR 100) (TYP.) STABILIZE EXISTING SUBGRADE (TYP.) VERSA-LOK GEOGRID OR APPROVED EQUAL (TYP.) 12" DEEP SUBBASE MATERIAL MEETING AASHTO SOIL CLASSIFICATION OF A-1 - A-2-6. COMPACT TO 98% MODIFIED PROCTOR (CBR 40) (TYP.) 1-1/2" ASPHALTIC CONCRETE TYPE S-I & 1" ASPHALTIC CONCRETE TYPE S-III WEARING SURFACE (PROVIDE BITUMINOUS TACK COAT BETWEEN LAYERS) TYPE D CURB TYPE D CURB 12" DEEP SUBBASE MATERIAL MEETING AASHTO SOIL CLASSIFICATION OF A-1 - A-2-6. COMPACT TO 98% MODIFIED PROCTOR (CBR 40) (TYP.) 1-1/2" ASPHALTIC CONCRETE TYPE S-I & 1" ASPHALTIC CONCRETE TYPE S-III WEARING SURFACE (PROVIDE BITUMINOUS TACK COAT BETWEEN LAYERS) 8" DEEP AGGREGATE BASE MATERIAL MEETING SPECIFICATIONS AS OUTLINED IN THE GEOTECHNICAL REPORT. COMPACT TO 98% MODIFIED PROCTOR (CBR 100) (TYP.) STABILIZE EXISTING SUBGRADE (TYP.) VERSA-LOK GEOGRID OR APPROVED EQUAL (TYP.) 12" DEEP SUBBASE MATERIAL MEETING AASHTO SOIL CLASSIFICATION OF A-1 - A-2-6. COMPACT TO 98% MODIFIED PROCTOR (CBR 40) (TYP.) SCOPE DOCUMENTS The Construction Documents have not been completed therefore this drawing may be incomplete or not coordinated. The documents issued indicate the general scope of the Project. The Contractor is responsible fo complete and coordinated pricing and Work, and shall include all items necessary for the proper execution and completion of the Project, wheth indicated or not. All components of the Project shall comply with any and all requirements of national, state, and local codes. The Contractor shall inform the Owner and Architect of any omissions, inconsistencies or errors the information provided. If no notice is given and any omissions, inconsistencies or errors are discovered, the Architect's decisions on items Work included in the scope shall be binding on the Contractor, when consistent with the general scope and quality of the Project. ISSUANCES No. Drawing Issue Description Date DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website:www.designdistrictvi.com DISASTER NO. DATE DAMAGED DAMAGE NO. Civil Engineer Project No. Date Drawing No. 08/01/2023 DAMIAN CARTWRIGHT, P.E. NOT ISSUED FOR CONSTRUCTION P R O F E S S I O N A L E N G I N E E R U . S V I R G I N I S L A N D S BUILDTEC, LLC KEY PLAN A B PATRICK SWEENEY - POLICE HEADQUARTERS 1 & 1A GOLDEN GROVE, ST. CROIX, USV VIRGIN ISLANDS POLICE DEPARTMENT 02 - C11 TYPICAL SECTIONS NOT TO SCALE HANDICAP STRIPING A B NOT TO SCALE HANDICAP SIGN C NOT TO SCALE DETECTABLE WARNING F NOT TO SCALE CONCRETE SIDEWALK D NOT TO SCALE WHEEL STOP E NOT TO SCALE HANDICAP RAMP I NOT TO SCALE CONCRETE FLUME G NOT TO SCALE BOLLARD H NOT TO SCALE TYPE D CURB SCOPE DOCUMENTS The Construction Documents have not been completed therefore this drawing may be incomplete or not coordinated. The documents issued indicate the general scope of the Project. The Contractor is responsible fo complete and coordinated pricing and Work, and shall include all items necessary for the proper execution and completion of the Project, wheth indicated or not. All components of the Project shall comply with any and all requirements of national, state, and local codes. The Contractor shall inform the Owner and Architect of any omissions, inconsistencies or errors the information provided. If no notice is given and any omissions, inconsistencies or errors are discovered, the Architect's decisions on items Work included in the scope shall be binding on the Contractor, when consistent with the general scope and quality of the Project. ISSUANCES No. Drawing Issue Description Date DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website:www.designdistrictvi.com DISASTER NO. DATE DAMAGED DAMAGE NO. Civil Engineer Project No. Date Drawing No. 08/01/2023 DAMIAN CARTWRIGHT, P.E. NOT ISSUED FOR CONSTRUCTION P R O F E S S I O N A L E N G I N E E R U . S V I R G I N I S L A N D S BUILDTEC, LLC KEY PLAN A B PATRICK SWEENEY - POLICE HEADQUARTERS 1 & 1A GOLDEN GROVE, ST. CROIX, USV VIRGIN ISLANDS POLICE DEPARTMENT 02 - C12 PAVING, GRADING & DRAINAGE DETAILS NOT TO SCALE SPECIAL EMPHASIS CROSSWALK MARKING DETAIL N L NOT TO SCALE MITERED END SECTION (MES) 3 4" R 3 4" R NOT TO SCALE DROP CURB / VALLEY GUTTER O D D C C NOT TO SCALE PRECAST CONCRETE MANHOLE TOP SLAB J PRECAST CIRCULAR DRAINAGE STRUCTURE K NOT TO SCALE TYPE F INLET M NOT TO SCALE SCOPE DOCUMENTS The Construction Documents have not been completed therefore this drawing may be incomplete or not coordinated. The documents issued indicate the general scope of the Project. The Contractor is responsible fo complete and coordinated pricing and Work, and shall include all items necessary for the proper execution and completion of the Project, wheth indicated or not. All components of the Project shall comply with any and all requirements of national, state, and local codes. The Contractor shall inform the Owner and Architect of any omissions, inconsistencies or errors the information provided. If no notice is given and any omissions, inconsistencies or errors are discovered, the Architect's decisions on items Work included in the scope shall be binding on the Contractor, when consistent with the general scope and quality of the Project. ISSUANCES No. Drawing Issue Description Date DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website:www.designdistrictvi.com DISASTER NO. DATE DAMAGED DAMAGE NO. Civil Engineer Project No. Date Drawing No. 08/01/2023 DAMIAN CARTWRIGHT, P.E. NOT ISSUED FOR CONSTRUCTION P R O F E S S I O N A L E N G I N E E R U . S V I R G I N I S L A N D S BUILDTEC, LLC KEY PLAN A B PATRICK SWEENEY - POLICE HEADQUARTERS 1 & 1A GOLDEN GROVE, ST. CROIX, USV VIRGIN ISLANDS POLICE DEPARTMENT 02 - C13 PAVING, GRADING & DRAINAGE DETAILS 1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05, WITH THE EXCEPTION OF THE BRONZE GRATE. 2 - CUSTOM DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DETAIL R/02-C14. 3 - STANDARD DRAIN BASIN HAS FIXED ADAPTER LOCATIONS OF 0° & 180°. CUSTOM DRAIN BASIN ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL) & PVC SEWER (4" -10"). (1) DUCTILE IRON GRATE CONCRETE WALKWAY OR DECK WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 10" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. FIELD GLUE JOINT FIELD GLUE JOINT FIELD GLUE JOINT 1. NYLOPLAST RISER JOINTS SHALL BE FIELD INSTALLED USING THE GUIDELINES OUTLINED IN ASTM D2855. 2. PVC CEMENT USED SHALL MEET THE REQUIREMENTS OF ASTM D2564. 3. PVC PRIMER USED SHALL MEET THE REQUIREMENTS OF ASTM F656. 8 IN - 36 IN MINIMUM ANGLE BETWEEN ADAPTERS NOT TO SCALE ADS NYLOPLAST OR APPROVED EQUAL 10" AREA DRAIN BASIN Q NOT TO SCALE ADS NYLOPLAST OR APPROVED EQUAL 8" - 36" RISER EXTENSION R NOT TO SCALE ADS NYLOPLAST OR APPROVED EQUAL 8" - 36" MINIMUM ANGLE BETWEEN ADAPTERS S 1:12 RAMP P NOT TO SCALE HANDICAP RAMP SCOPE DOCUMENTS The Construction Documents have not been completed therefore this drawing may be incomplete or not coordinated. The documents issued indicate the general scope of the Project. The Contractor is responsible fo complete and coordinated pricing and Work, and shall include all items necessary for the proper execution and completion of the Project, wheth indicated or not. All components of the Project shall comply with any and all requirements of national, state, and local codes. The Contractor shall inform the Owner and Architect of any omissions, inconsistencies or errors the information provided. If no notice is given and any omissions, inconsistencies or errors are discovered, the Architect's decisions on items Work included in the scope shall be binding on the Contractor, when consistent with the general scope and quality of the Project. ISSUANCES No. Drawing Issue Description Date DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website:www.designdistrictvi.com DISASTER NO. DATE DAMAGED DAMAGE NO. Civil Engineer Project No. Date Drawing No. 08/01/2023 DAMIAN CARTWRIGHT, P.E. NOT ISSUED FOR CONSTRUCTION P R O F E S S I O N A L E N G I N E E R U . S V I R G I N I S L A N D S BUILDTEC, LLC KEY PLAN A B PATRICK SWEENEY - POLICE HEADQUARTERS 1 & 1A GOLDEN GROVE, ST. CROIX, USV VIRGIN ISLANDS POLICE DEPARTMENT 02 - C14 PAVING, GRADING & DRAINAGE DETAILS 10. CONTRACTOR SHALL MAKE BUILDING CONNECTIONS WITH TEE-WYE AND DOUBLE WYE BRANCH CONNECTION TO MAIN SEWER LINE. JOINTS SHALL BE LOCATED TO PERMIT ONE CONNECTION FOR TWO PROPERTIES WHERE POSSIBLE. BUILDING CONNECTIONS PROVIDED BY THE DEVELOPER SHALL EXTEND THREE FEET BEYOND FRONT PROPERTY LINE. BUILDING SEWERS AND CLEAN OUTS SHALL BE STUBBED A MINIMUM THREE FEET BEYOND GRADE TO EASE FUTURE CONNECTIONS. BUILDING SEWER PIPE SHALL BE SIX INCH DIAMETER PVC. 11. BUILDING SEWERS SHALL CONNECT TO MAIN GRAVITY SEWER LINES ONLY. BUILDING LINE CONNECTIONS DIRECTLY TO MANHOLES ARE NOT PERMITTED. 12. FIRE HYDRANTS MUST BE IN ACCORDANCE WITH AWWA C502. HYDRANTS SHOULD HAVE (2) 2 1/2" OUTLET NOZZLES AND (1) 4 1/2" PUMPER NOZZLE WITH STANDARD HOLE THREADS. CAPS MUST BE PROVIDED ON NOZZLES AND ATTACHED BY CHAINS. A STANDARD AWWA OPERATING NUT WITH O-RING TYPE SEAL IS REQUIRED. HYDRANTS SHOULD ALSO BE INSTALLED WITH BREAK-AWAY FLANGE AT BASE. TWO OPERATING KEYS SHALL BE PROVIDED WITH EACH INSTALLED HYDRANT. 13. ALL BURIED VALVES SHALL HAVE CAST IRON TWO- OR THREE-PIECE VALVE BOXES WITH CAST IRON COVERS. VALVE BOXES SHALL BE PROVIDED WITH SUITABLE HEAVY BONNETS AND TO EXTEND TO SUCH ELEVATION AT OR SLIGHTLY ABOVE THE FINISHED GRADE SURFACE. THE BARREL SHALL BE ONE- OR TWO-PIECE SCREW TYPE, HAVING 5 1/4" SHAFT. COVER SHALL HAVE "WATER" CAST INTO THE TOP FOR ALL WATER MAINS. ALL VALVES SHALL HAVE ACTUATING NUTS EXTENDED TO WITHIN SIX INCHES OF THE TOP OF THE VALVE BOX COVER. VALVE BOXES SHALL BE PROVIDED WITH CONCRETE BASES. 14. LOCATION OF FIRE HYDRANTS, VALVES AND OTHER WATER APPURTENANCES SHOWN IN DRAWINGS ARE APPROXIMATE. FINAL LOCATIONS SHALL BE ESTABLISHED ON SITE BY CONTRACTOR AND CONFIRMED BY ENGINEER OF RECORD. 15. ELEVATION OF MANHOLE RIMS ARE APPROXIMATED FROM SURVEYOR'S DRAWINGS. FINAL ELEVATIONS SHALL BE ESTABLISHED ON SITE BY CONTRACTOR AND CONFIRMED BY ENGINEER OF RECORD. 16. SEWER LINE DIRECTIONS ARE APPROXIMATED FROM SURVEYOR'S DRAWINGS. FINAL SEWER LINE BEARINGS SHALL BE ESTABLISHED ON SITE BY CONTRACTOR AND CONFIRMED BY ENGINEER OF RECORD. 17. CONTRACTOR IS RESPONSIBLE FOR LOCATION, REMOVAL AND OR COORDINATION OF EXISTING UTILITIES. THE ENGINEER OF RECORD SHALL BE APPRISED OF ANY CONFLICTS BETWEEN EXISTING UTILITIES AND THE NEW DESIGN PRIOR TO ANY SITE CORRECTION OF NEW DESIGN BY THE CONTRACTOR. 18. CONTRACTOR SHALL PREPARE AS-BUILT DRAWINGS WHICH SHALL BE SUBMITTED TO THE VIWAPA AND VIWMA WITHIN SEVEN DAYS OF PROJECT COMPLETION. FINAL INSPECTION AND APPROVALS WILL NOT BE GRANTED WITHOUT THE SAME. 19. ALL CONSTRUCTION WORKS SHALL BE CARRIED OUT BY COMPETENT CONTRACTORS EXPERIENCED IN THE CONSTRUCTION OF POTABLE WATER AND SANITARY SEWAGE WORKS AND ALL MACHINERY INSTALLATION SHALL BE SUPERVISED, TESTED AND/OR CERTIFIED BY THE MANUFACTURER'S REPRESENTATIVE. 20. ALL WORKS SHALL BE OPEN TO INSPECTION BY THE VIWAPA AND VIWMA THROUGHOUT CONSTRUCTION. SANITARY SEWER SYSTEM: 1. ALL GRAVITY SANITARY SEWER LINES SHALL BE ASTM D3034 PVC PIPE WITH STANDARD DIMENSION RATIO (SDR) OF 35. SEWER PIPES AND FITTINGS SHALL HAVE BONDED, RESILIENT JOINTS WHICH SHALL RETAIN WATER TIGHTNESS BY COMPRESSION OF THE GASKET MATERIAL AROUND THE ENTIRE PERIPHERY OF THE PIPE. 2. LEAKAGE FOR NEW COPNSTRUCTION, OR SYSTEMS THAT HAVE NEVER BEEN COMMISIONED, SHALL BE ZERO. LEAKAGE INWARD OR OUTWARD FROM EXISTING SEWERS SHALL NOT EXCEED 300 GALLONS PER INCH DIAMETER PER MILE PER DAY. 3. THE MINIMUM ALLOWABLE SIZE OF SEWERS OTHER THAN HOUSE CONNECTIONS SHALL BE EIGHT (8) INCHES DIAMETER. 4. THE FOLLOWING MINIMUM GRADES SHALL BE PROVIDED : 8" DIAMETER SEWERS 0.40% 10" DIAMETER SEWERS 0.28% 12" DIAMETER SEWERS 0.22% 15" DIAMETER SEWERS 0.15% 18" DIAMETER SEWERS 0.12% 21" DIAMETER SEWERS 0.10% 24" DIAMETER SEWERS 0.08% 5. SEWERS SHALL BE LAID WITH UNIFORM SLOPES AND ALIGNMENT BETWEEN MANHOLESAND ON COMPLETION SHALL SHOW A FULL CIRCLE OF LIGHT WHEN LAMPED BETWEEN MANHOLES. 6. MANHOLES SHALL BE INSTALLED AT ALL CHANGES OF GRADE, ALIGNMENT OR SIZE OF SEWER, AT ALL INTERSECTIONS AND DISTANCES NOT GREATER THAN 400 FEET. THE MINIMUM INSIDE DIAMETER OF MANHOLES SHALL BE 48 INCHES. 7. THE MANHOLE FLOOR SHALL HAVE A FLOW CHANNEL MADE TO CONFORM IN SHAPE AND CARRYING CAPACITY TO THAT OF THE SEWERS. 8. FORCE MAINS SHALL BE DUCTILE IRON OR PVC PRESSURE PIPE WITH RUBBER RING, PUSH FIT JOINTS. MINIMUM VELOCITY IN THE FORCE MAINS SHALL BE 2.5 FEET PER SECOND. THE FOLLOWING STANDARDS SHALL APPLY: DUCTILE IRON - AWWA C100 PVC - AWWA C900 (SDR-18) GENERAL NOTES: 1.ALL PAVED SURFACES, INCLUDING DRIVEWAYS CROSSED BY THE PROPOSED WATER MAINS SHALL BE SAW CUT TO PROVIDE A CLEAN TRUE EDGE FOR PAVEMENT REPLACEMENT. 2. THE CONTRACTOR SHALL CONFINE ALL CONSTRUCTION ACTIVITY TO THE AREA WITHIN THE EXISTING EASEMENTS AND CONSTRUCTION LIMITS UNLESS OTHERWISE APPROVED BY THE OWNER. 3. ROOF DRAINS, FOUNDATION DRAINS, SUMP PUMP DRAINS AND OTHER CLEAN WATER CONNECTIONS TO THE SANITARY SEWER ARE PROHIBITED. NO BUILDING SHALL BE CONNECTED TO A SEWER LATERAL UNTIL THE BUILDING IS UNDER ROOF. 4. ALL MATERIAL, CONSTRUCTION METHODS AND TESTING PROCEDURES SHALL BE IN CONFORMANCE WITH THE WRITTEN SPECIFICATIONS OF THE V.I. WATER & POWER AUTHORITY (VIWAPA) FOR ALL WATER LINE WORK, AND THE V.I. WASTE MANAGEMENT AUTHORITY FOR ALL SANITARY SEWER LINE WORK (VIWMA). 5. THE SOIL TYPES IN THE AREAS OF THE PROPOSED SEWER LINES WERE VISUALLY OBSERVED FOR THE PRESENCE OF CORROSIVE SOILS. THERE WERE NO CORROSIVE SOILS DETECTED. SHOULD IRON PIPES BE PROPOSED IN AN AREA AND CORROSIVE SOILS ENCOUNTERED, THE PIPE SHALL BE PROTECTED BY AN 8 MIL THICK POLYETHYLENE ENCASEMENT MEETING THE REQUIREMENTS OF ANSI A21.5. 6. ALL WATER AND SEWAGE FACILITIES DESIGNED HEREIN SHALL CONFORM TO THE MATERIALS, SPECIFICATIONS, CONSTRUCTION METHODS AND STANDARD DETAILS SPECIFIED BY VIWAPA AND VIWMA, RESPECTIVELY. IN CASE OF CONFLICTS WITH THE PROJECT'S WRITTEN SPECIFICATIONS OR STANDARD DETAILS, THE MORE STRINGENT SHALL APPLY. THE VIWAPA AND VIWMA SHALL MAKE THE FINAL DECISION IN EACH CASE. 7. ALL SERVICES HAVE BEEN DESIGNED AND DRAWN IN ACCORDANCE WITH BASE SITE LAYOUT PLANS AND LAND SURVEY DRAWINGS PROVIDED BY THE OWNER'S REPRESENTATIVE. BUILDTEC ACCEPTS NO RESPONSIBILITY FOR FIELD ERRORS RESULTING FROM INACCURACIES IN OWNER-PROVIDED SITE PLANS. 8. CONTRACTOR SHALL BEAR RESPONSIBILITY FOR ACCURATE LOCATION OF SEWER LINES AND APPURTENANCES. CONTRACTOR SHALL MAINTAIN ACCURATE RECORDS OF LOCATIONS OF ALL SEWER AND WATER DISTRIBUTION LINES, APPURTENANCES, HYDRANTS, CLEANOUTS, JUNCTIONS AND BRANCHES. WATER DISTRIBUTION SYSTEM: 1. ALL WATER MAINS SHALL BE MINIMUM 4-INCH AWWA C-900 PVC WITH DR OF 18. ALL PIPES AND FITTINGS SHALL BE CLASS "C" OR BETTER. JOINTS IN PVC PIPES SHALL BE OF THE RUBBER-RING PUSH-FIT TYPE, EITHER SPIGOT AND SOCKET OR DOUBLE BELL COUPLING. 2. ALL PIPES SHALL BE LAID AND MAINTAINED TO THE REQUIRED LINE AND GRADIENTS WITH FITTINGS, VALVES AND HYDRANTS AT THE REQUIRED LOCATIONS. ALL WATER MAINS SHALL BE LAID TO SUCH DEPTHS WHICH WILL PROVIDE A MINIMUM COVER OF 3'-0" OR AS INDICATED IN THESE DRAWINGS. 3. TRENCHES SHALL BE EXCAVATED TO A MINIMUM WIDTH OF 12" PLUS THE NOMINAL PIPE DIAMETER (6" EACH SIDE), AND TO A DEPTH 4" DEEPER THAN THE PIPE INVERT FOR 4" DIAMETER PIPE OR LESS, AND 6" FOR ALL OTHERS. THE BOTTOM OF THE TRENCHES SHALL BE PROPERLY CLEANED AND LEVELED, AND SELECTED GRANULAR MATERIAL OR SAND PROVIDED UNDER THE PIPES. BELL HOLES SHALL BE PROVIDED AT EACH JOINT TO PERMIT PROPER JOINTING AND TO AVOID THE POSSIBILITY OF BRIDGING BETWEEN JOINTS. EVERY PRECAUTION SHALL BE TAKEN TO ENSURE THAT NO FOREIGN MATERIAL ENTERS THE PIPE WHILE BEING LAID AND THAT RUBBER RINGS ARE PROPERLY INSTALLED IN THE PIPE BELL. 4. GATE OR BUTTERFLY VALVES MAY BE USED AND VARIETY SHALL BE PROVIDED WHERE SHOWN ON THE PLAN. VALVES SHALL BE PROVIDED ON ALL BRANCH MAINS AT THEIR JUNCTIONS WITH PRINCIPAL MAINS. THE FOLLOWING STANDARDS APPLY: AWWA C-509 - RESILIENT SEATED GATE VALVES FOR WATER AND SEWERAGE SYSTEMS AWWA C-504 - RUBBER SEATED BUTTERFLY VALVES ALL VALVES MUST BE SQUARE-NUT OPERATED, NON-RISING STEM FITTED WITH O-RING SEALS. 5. CONCRETE ANCHOR BLOCKS SHALL BE PROVIDED AT ALL TEES, BENDS, CAPS, PLUGS, ETC. TO PREVENT REACTION MOVEMENTS. THE CONCRETE SHALL BE PLACED BETWEEN SOLID GROUND AND THE FITTING TO BE ANCHORED. 6. BACKFILLING SHALL BE CARRIED OUT WITH SUITABLE FINE MATERIAL IN ORDER TO PROVIDE A FIRM AND CONTINUOUS SUPPORT FOR THE PIPE. BACKFILL SHALL BE PLACED BY HAND AND FULLY COMPACTED IN LAYERS NOT EXCEEDING 6" FOR THE FIRST 12" OVER THE PIPE. APPROVED MECHANICAL METHODS MAY BE EMPLOYED FOR BACKFILLING THE REMAINDER OF THE TRENCH. IF SUITABLE BACKFILL MATERIAL IS NOT AVAILABLE IN SUFFICIENT QUANTITY FROM THE TRENCH, THE NECESSARY MATERIAL SHALL BE IMPORTED TO COMPLETE BACKFILLING. WHERE PVC PIPE IS BEING LAID, SAND OR OTHER APPROVED MATERIAL SHALL BE USED FOR BEDDING AND SURROUND, AND FOR THE FIRST 12" ABOVE THE PIPE. IT SHALL BE PLACED BY HAND AND BE FULLY COMPACTED IN 6" LAYERS BEFORE THE REMAINDER OF THE TRENCH IS BACKFILLED IN THE USUAL MANNER. 7. POLYETHYLENE SERVICE PIPES SHALL BE SDR 11, PC 160 PSI, IPS, OD-CONTROLLED IN ACCORDANCE WITH AWWA C901 AND ASTM 3035 (SEE AWWA C-901, TABLE 5), AND SHALL BE COMPATIBLE WITH TALBOT PUSH-FIT FITTINGS. PIPE MUST ALSO BEAR THE NATIONAL SANITATION FOUNDATION (NSF) SEAL FOR POTABLE WATER. 8. THE SERVICE LINES SHALL BE CONNECTED TO THE MAINS BY THE INSERTION OF CORPORATION COCKS, FERRULES OR ANGLE VALVES OF A TYPE APPROVED BY THE VIWAPA. 9. SERVICE LINES SHALL HAVE A MINIMUM COVER OF 2 FEET IN VEHICULAR DRIVEWAYS, PARKING LOTS AND ROADWAYS AND BE PROTECTED BY PVC DUCTING. POTABLE WATER & SANITARY SEWER NOTES PUMPING STATION: 1. SEWAGE PUMPING STATIONS SHALL BE CONCRETE WET WELL PUMPING STATION INCORPORATING EASILY REMOVABLE CLOSE-COUPLED SUBMERSIBLE PUMPS. 2. TWO OR MORE PUMPS COMPATIBLE WITH THE STANDARD MODELS USED BY THE CORPORATION (FLYGT), SHALL BE PROVIDED IN EACH PUMPING STATION. WHERE ONLY TWO PUMPS ARE PROVIDED, EACH PMUP SHALL BE CAPABLE OF HANDLING TWICE THE PEAK FLOW AND BE THE SAME MODEL AND IMPELLER SIZE. 3. DEVICES FOR MEASURING SEWAGE FLOWS AND POWER CONSUMPTION SHALL BE INSTALLED AT ALL PUMPING STATIONS. 4. APPROVED STANDBY POWER EQUIPMENT OR FACILITIES TO ALLOW QUICK CONNECTION OF STANDBY POWER EQUIPMENT SHALL BE PROVIDED AT PUMPING STATIONS. SCOPE DOCUMENTS The Construction Documents have not been completed therefore this drawing may be incomplete or not coordinated. The documents issued indicate the general scope of the Project. The Contractor is responsible fo complete and coordinated pricing and Work, and shall include all items necessary for the proper execution and completion of the Project, wheth indicated or not. All components of the Project shall comply with any and all requirements of national, state, and local codes. The Contractor shall inform the Owner and Architect of any omissions, inconsistencies or errors the information provided. If no notice is given and any omissions, inconsistencies or errors are discovered, the Architect's decisions on items Work included in the scope shall be binding on the Contractor, when consistent with the general scope and quality of the Project. ISSUANCES No. Drawing Issue Description Date DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website:www.designdistrictvi.com DISASTER NO. DATE DAMAGED DAMAGE NO. Civil Engineer Project No. Date Drawing No. 08/01/2023 DAMIAN CARTWRIGHT, P.E. NOT ISSUED FOR CONSTRUCTION P R O F E S S I O N A L E N G I N E E R U . S V I R G I N I S L A N D S BUILDTEC, LLC KEY PLAN A B PATRICK SWEENEY - POLICE HEADQUARTERS 1 & 1A GOLDEN GROVE, ST. CROIX, USV VIRGIN ISLANDS POLICE DEPARTMENT 02 - C15 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL ** ** ** ** ** ** ** ** ** ** ** ** ** ** ** OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL X X X X X X X X X X X X OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL MATCHLINE (SHEET 02-C17) SMH-1 (48") N: 614709.81 E: 1225117.17 R.E. = 55.55 I.E. OUT = 50.05 (SE) 240' of 8" PVC @ 0.40% 4"-45.00 D.I.P. MECHANICAL JOINT FITTING 4"-45.00 D.I.P. MECHANICAL JOINT FITTING 4"X4" D.I.P. MECHANICAL JOINT TEE 113' OF 4" PVC C-900 WATER MAIN (3FT. MIN. COVER) 4" D.I.P. MECHANICAL JOINT RESILIENT WEDGE GATE VALVE 397' OF 4" PVC C-900 WATER MAIN (3FT. MIN. COVER) W MATCHLINE (SHEET 02-C16) 4"-90.00 D.I.P. MECHANICAL JOINT FITTING 4"-90.00 D.I.P. MECHANICAL JOINT FITTING 4"-11.25 D.I.P. MECHANICAL JOINT FITTING 4"-90.00 D.I.P. MECHANICAL JOINT FITTING 70' OF 4" PVC C-900 WATER MAIN (3FT. MIN. COVER) 15' OF 4" PVC C-900 WATER MAIN (3FT. MIN. COVER) 9 8 1 3 2 2 1 4 2 1 3 5 6 5 6 5 6 SCOPE DOCUMENTS The Construction Documents have not been completed therefore this drawing may be incomplete or not coordinated. The documents issued indicate the general scope of the Project. The Contractor is responsible fo complete and coordinated pricing and Work, and shall include all items necessary for the proper execution and completion of the Project, wheth indicated or not. All components of the Project shall comply with any and all requirements of national, state, and local codes. The Contractor shall inform the Owner and Architect of any omissions, inconsistencies or errors the information provided. If no notice is given and any omissions, inconsistencies or errors are discovered, the Architect's decisions on items Work included in the scope shall be binding on the Contractor, when consistent with the general scope and quality of the Project. ISSUANCES No. Drawing Issue Description Date DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website:www.designdistrictvi.com DISASTER NO. DATE DAMAGED DAMAGE NO. Civil Engineer Project No. Date Drawing No. 08/01/2023 DAMIAN CARTWRIGHT, P.E. NOT ISSUED FOR CONSTRUCTION P R O F E S S I O N A L E N G I N E E R U . S V I R G I N I S L A N D S BUILDTEC, LLC KEY PLAN A B PATRICK SWEENEY - POLICE HEADQUARTERS 1 & 1A GOLDEN GROVE, ST. CROIX, USV VIRGIN ISLANDS POLICE DEPARTMENT 10 NOTE: 1. COORDINATE THIS PLAN SHEET WITH THE ARCHITECTURAL, STRUCTURAL AND M.E.P. DRAWINGS. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORKS SHOWN ON THESE PLANS POTABLE WATER & SANITARY SEWER PLAN 02 - C16 2" CORPORATION STOP 2" Ø HDPE POTABLE WATER SERVICE. (SEE PLUMBING PLANS FOR CONTINUATION ) CONNECT TO EXISTING WATER SERVICE (FIELD VERIFY) 4"X2" REDUCER (FIELD VERIFY) 8"X6" WYE CONNECTOR 6" Ø PVC SANITARY SEWER SERVICE. (SEE PLUMBING PLANS FOR CONTINUATION) 6" CLEAN-OUT 4" WATER METER 4" REDUCED PRESSURE ZONE BACKFLOW PREVENTOR 1 2 3 4 5 6 7 8 9 LEGEND NEW SANITARY SEWER LATERAL E E NEW ELECTRICAL CONDUITS (REFER TO ELECTRICAL PLANS) T T NEW TELECOM CONDUITS (REFER TO ELECTRICAL PLANS) SAN SAN EXISTING SANITARY SEWER MAIN EXISTING WATER SERVICE TO BE REMOVED NEW POTABLE WATER SERVICE LINE NEW GRAVITY SANITARY SEWER MAIN OHW EXISTING OVERHEAD ELECTRIC WATER WATER WATER X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X SMH-3 (48") N: 614397.10 E: 1225294.45 R.E. = 52.30 I.E. IN = 44.70 (N) I.E. OUT = 43.50 (SW) SMH-2 (48") N: 614512.88 E: 1225254.08 R.E. = 57.73 I.E. IN = 49.09 (NW) I.E. OUT = 48.99 (S) 123' of 8" PVC @ 3.50% 67' of 8" PVC @ 8.00% SCOPE DOCUMENTS The Construction Documents have not been completed therefore this drawing may be incomplete or not coordinated. The documents issued indicate the general scope of the Project. The Contractor is responsible fo complete and coordinated pricing and Work, and shall include all items necessary for the proper execution and completion of the Project, wheth indicated or not. All components of the Project shall comply with any and all requirements of national, state, and local codes. The Contractor shall inform the Owner and Architect of any omissions, inconsistencies or errors the information provided. If no notice is given and any omissions, inconsistencies or errors are discovered, the Architect's decisions on items Work included in the scope shall be binding on the Contractor, when consistent with the general scope and quality of the Project. ISSUANCES No. Drawing Issue Description Date DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website:www.designdistrictvi.com DISASTER NO. DATE DAMAGED DAMAGE NO. Civil Engineer Project No. Date Drawing No. 08/01/2023 DAMIAN CARTWRIGHT, P.E. NOT ISSUED FOR CONSTRUCTION P R O F E S S I O N A L E N G I N E E R U . S V I R G I N I S L A N D S BUILDTEC, LLC KEY PLAN A B PATRICK SWEENEY - POLICE HEADQUARTERS 1 & 1A GOLDEN GROVE, ST. CROIX, USV VIRGIN ISLANDS POLICE DEPARTMENT 02 - C17 10 NOTE: 1. COORDINATE THIS PLAN SHEET WITH THE ARCHITECTURAL, STRUCTURAL AND M.E.P. DRAWINGS. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORKS SHOWN ON THESE PLANS POTABLE WATER & SANITARY SEWER PLAN MATCHLINE (SHEET 02-C17) MATCHLINE (SHEET 02-C16) 2" CORPORATION STOP 2" Ø HDPE POTABLE WATER SERVICE. (SEE PLUMBING PLANS FOR CONTINUATION ) CONNECT TO EXISTING WATER SERVICE (FIELD VERIFY) 4"X2" REDUCER (FIELD VERIFY) 8"X6" WYE CONNECTOR 6" Ø PVC SANITARY SEWER SERVICE. (SEE PLUMBING PLANS FOR CONTINUATION) 6" CLEAN-OUT 4" WATER METER 4" REDUCED PRESSURE ZONE BACKFLOW PREVENTOR 1 2 3 4 5 6 7 8 9 NEW SANITARY SEWER LATERAL E E NEW ELECTRICAL CONDUITS (REFER TO ELECTRICAL PLANS) T T NEW TELECOM CONDUITS (REFER TO ELECTRICAL PLANS) SAN SAN EXISTING SANITARY SEWER MAIN EXISTING WATER SERVICE TO BE REMOVED NEW POTABLE WATER SERVICE LINE NEW GRAVITY SANITARY SEWER MAIN OHW EXISTING OVERHEAD ELECTRIC WATER WATER WATER LEGEND SCOPE DOCUMENTS The Construction Documents have not been completed therefore this drawing may be incomplete or not coordinated. The documents issued indicate the general scope of the Project. The Contractor is responsible fo complete and coordinated pricing and Work, and shall include all items necessary for the proper execution and completion of the Project, wheth indicated or not. All components of the Project shall comply with any and all requirements of national, state, and local codes. The Contractor shall inform the Owner and Architect of any omissions, inconsistencies or errors the information provided. If no notice is given and any omissions, inconsistencies or errors are discovered, the Architect's decisions on items Work included in the scope shall be binding on the Contractor, when consistent with the general scope and quality of the Project. ISSUANCES No. Drawing Issue Description Date DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website:www.designdistrictvi.com DISASTER NO. DATE DAMAGED DAMAGE NO. Civil Engineer Project No. Date Drawing No. 08/01/2023 DAMIAN CARTWRIGHT, P.E. NOT ISSUED FOR CONSTRUCTION P R O F E S S I O N A L E N G I N E E R U . S V I R G I N I S L A N D S BUILDTEC, LLC KEY PLAN A B PATRICK SWEENEY - POLICE HEADQUARTERS 1 & 1A GOLDEN GROVE, ST. CROIX, USV VIRGIN ISLANDS POLICE DEPARTMENT 02 - C18 POTABLE WATER & SANITARY SEWER DETAILS o SCOPE DOCUMENTS The Construction Documents have not been completed therefore this drawing may be incomplete or not coordinated. The documents issued indicate the general scope of the Project. The Contractor is responsible fo complete and coordinated pricing and Work, and shall include all items necessary for the proper execution and completion of the Project, wheth indicated or not. All components of the Project shall comply with any and all requirements of national, state, and local codes. The Contractor shall inform the Owner and Architect of any omissions, inconsistencies or errors the information provided. If no notice is given and any omissions, inconsistencies or errors are discovered, the Architect's decisions on items Work included in the scope shall be binding on the Contractor, when consistent with the general scope and quality of the Project. ISSUANCES No. Drawing Issue Description Date DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website:www.designdistrictvi.com DISASTER NO. DATE DAMAGED DAMAGE NO. Civil Engineer Project No. Date Drawing No. 08/01/2023 DAMIAN CARTWRIGHT, P.E. NOT ISSUED FOR CONSTRUCTION P R O F E S S I O N A L E N G I N E E R U . S V I R G I N I S L A N D S BUILDTEC, LLC KEY PLAN A B PATRICK SWEENEY - POLICE HEADQUARTERS 1 & 1A GOLDEN GROVE, ST. CROIX, USV VIRGIN ISLANDS POLICE DEPARTMENT 02 - C19 POTABLE WATER & SANITARY SEWER DETAILS . DN 1 6 A B J K I H G F 2 3 E C D 4 5 32' - 3" 27' - 9" 20' - 0" 20' - 0" 54' - 0" 1' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 45' - 2 3/8" 5' - 0" 4' - 10 3/4" 6' - 2" 6' - 0" EMPLOYEE'S LOUNGE MEN'S LOCKERS SLEEP CENTER SLEEP CENTER WOMEN'S LOCKERS COMMAND CENTER MULTI-PURPOSE/TRAINING RECEPTION LOBBY MEDIA BRIEFING VENDING PRE-CONFERENCE MAIN CONFERENCE LARGE CONFERENCE ROOM MEN'S RESTROOM WOMEN'S RESTROOM MAIL/STORAGE 5' - 0" HOLDING CELL HOLDING CELL STORAGE SECURITY CORRIDOR PRINTING 7' - 8 3/8" SERVER ELECTRICAL TRASH BUILDING MAINTENANCE JANITOR 2' - 0" 18' - 0" SUPPLY & UNIFORMS OPEN OFFICE 240' - 0" FITNESS ARMORY WOMEN'S RESTROOM MEN'S RESTROOM GENERAL STORAGE STORAGE STAIR 02 WAITING CORRIDOR CHIEF'S OFFICE CHIEF'S BATHROOM CHIEF'S HUDDLE SPECIAL ASSISTANT ADMIN. ASSISTANT CHIEF'S MANAGER ADMIN. ASSISTANT DEPUTY CHEIF'S OFFICE 1' - 0" SAFE ROOM STORAGE CORRIDOR CORRIDOR VESTIBULE 12' - 0" 12' - 0" A3.01 1 A3.00 1 A3.00 3 A3.00 2 PUMP ROOM IT ROOM ELECTRICAL ROOM SCOPE DOCUMENTS The Construction Documents have not been completed therefore this drawing may be incomplete or not coordinated. The documents issued indicate the general scope of the Project. The Contractor is responsible for complete and coordinated pricing and Work, and shall include all items necessary for the proper execution and completion of the Project, whether indicated or not. All components of the Project shall comply with any and all requirements of national, state, and local codes. The Contractor shall inform the Owner and Architect of any omissions, inconsistencies or errors in the information provided. If no notice is given and any omissions, inconsistencies or errors are discovered, the Architect's decisions on items of Work included in the scope shall be binding on the Contractor, when consistent with the general scope and quality of the Project. KEY PLAN Project Architect Project No. Date Drawing No. NOT ISSUED FOR CONSTRUCTION DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website: www.designdistrictvi.com DISASTER NO. DATE DAMAGED DAMAGE NO. A B Autodesk Docs://Patrick Sweeney - Police HQ/VIPD_PSHQ.rvt 12/13/2023 8:18:12 PM A1.00 TBA 2022-004 Checker LEVEL 1 - OVERALL BUILDING PLAN PATRICK SWEENEY - POLICE HEADQUARTERS 1 & 1A GOLDEN GROVE, ST. CROIX, USVI VIRGIN ISLANDS POLICE DEPARTMENT PROJECT NUMBER: 2022-004 PROJECT NAME: PATRICK SWEENEY - POLICE HEADQUARTERS SHEET NUMBER: A1.00 - LEVEL 1 - OVERALL BUILDING PLAN SCALE: 3/32" = 1'-0" A1.00 1 OVERALL BUILDING PLAN ISSUANCES No. Drawing Issue Description Date 1 6 A B J K I H G F 2 3 E C D 4 5 5' - 0" 5' - 11 3/8" CORRIDOR GROUP WORK HUDDLE STORAGE ELEVATOR STORAGE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE MIS OPEN OFFICE 214 STORAGE OFFICE OFFICE ELECTRICALPRINTING STORAGE BREAK CLOSET JANITOR MEN'S RESTROOM DIRECTOR'S OFFICE DIRECTOR'S OFFICE DIRECTOR'S OFFICE DIRECTOR'S OFFICE FISCAL OPEN OFFICE STORAGE WOMEN'S RESTROOM STORAGE GROUP WORK WOMEN'S RESTROOM MEN'S RESTROOM WAITING FILES CHIEF OF STAFF COMMISSIONER'S OFFICE COMMISSIONER'S RESTROOM ASSISTANT COMMISSIONER RECEPTION EXECUTIVE ASSISTANT INTEL/WAR ROOM CORRIDOR STAIR 02 5' - 11 3/8" 5' - 2 1/2" A3.01 1 A3.00 1 A3.00 3 A3.00 2 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 32' - 3" 27' - 9" 20' - 0" 20' - 0" 54' - 0" SCOPE DOCUMENTS The Construction Documents have not been completed therefore this drawing may be incomplete or not coordinated. The documents issued indicate the general scope of the Project. The Contractor is responsible for complete and coordinated pricing and Work, and shall include all items necessary for the proper execution and completion of the Project, whether indicated or not. All components of the Project shall comply with any and all requirements of national, state, and local codes. The Contractor shall inform the Owner and Architect of any omissions, inconsistencies or errors in the information provided. If no notice is given and any omissions, inconsistencies or errors are discovered, the Architect's decisions on items of Work included in the scope shall be binding on the Contractor, when consistent with the general scope and quality of the Project. KEY PLAN Project Architect Project No. Date Drawing No. NOT ISSUED FOR CONSTRUCTION DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website: www.designdistrictvi.com DISASTER NO. DATE DAMAGED DAMAGE NO. A B Autodesk Docs://Patrick Sweeney - Police HQ/VIPD_PSHQ.rvt 12/13/2023 8:18:14 PM A1.01 08/23/23 2022-004 Checker LEVEL 2 - OVERALL BUILDING PLAN PATRICK SWEENEY - POLICE HEADQUARTERS 1 & 1A GOLDEN GROVE, ST. CROIX, USVI VIRGIN ISLANDS POLICE DEPARTMENT PROJECT NUMBER: 2022-004 PROJECT NAME: PATRICK SWEENEY - POLICE HEADQUARTERS SHEET NUMBER: A1.01 - LEVEL 2 - OVERALL BUILDING PLAN SCALE: 3/32" = 1'-0" A1.01 1 OVERALL PLAN LEVEL 2 ISSUANCES No. Drawing Issue Description Date . 1 6 A B J K I H G F 2 3 E C D 4 5 A3.01 1 A3.00 1 A3.00 3 A3.00 2 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 32' - 3" 27' - 9" 20' - 0" 20' - 0" 54' - 0" FULLY ADHERED TPO ROOFING MEMBRANE ON DENSDECK AND RIGID INSULATION; SLOPED 1/4" PER FOOT; TYP. FULLY ADHERED TPO ROOFING MEMBRANE ON DENSDECK AND RIGID INSULATION; SLOPED 1/4" PER FOOT; TYP. FULLY ADHERED TPO ROOFING MEMBRANE ON DENSDECK AND RIGID INSULATION; SLOPED 1/4" PER FOOT; TYP. FULLY ADHERED TPO ROOFING MEMBRANE ON DENSDECK AND RIGID INSULATION; SLOPED 1/4" PER FOOT; TYP. FULLY ADHERED TPO ROOFING MEMBRANE ON DENSDECK AND RIGID INSULATION; SLOPED 1/4" PER FOOT; TYP. SCOPE DOCUMENTS The Construction Documents have not been completed therefore this drawing may be incomplete or not coordinated. The documents issued indicate the general scope of the Project. The Contractor is responsible for complete and coordinated pricing and Work, and shall include all items necessary for the proper execution and completion of the Project, whether indicated or not. All components of the Project shall comply with any and all requirements of national, state, and local codes. The Contractor shall inform the Owner and Architect of any omissions, inconsistencies or errors in the information provided. If no notice is given and any omissions, inconsistencies or errors are discovered, the Architect's decisions on items of Work included in the scope shall be binding on the Contractor, when consistent with the general scope and quality of the Project. KEY PLAN Project Architect Project No. Date Drawing No. NOT ISSUED FOR CONSTRUCTION DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website: www.designdistrictvi.com DISASTER NO. DATE DAMAGED DAMAGE NO. A B Autodesk Docs://Patrick Sweeney - Police HQ/VIPD_PSHQ.rvt 12/13/2023 8:18:15 PM A1.02 08/23/23 2022-004 Checker ROOF - OVERALL BUILDING PLAN PATRICK SWEENEY - POLICE HEADQUARTERS 1 & 1A GOLDEN GROVE, ST. CROIX, USVI VIRGIN ISLANDS POLICE DEPARTMENT PROJECT NUMBER: 2022-004 PROJECT NAME: PATRICK SWEENEY - POLICE HEADQUARTERS SHEET NUMBER: A1.02 - ROOF - OVERALL BUILDING PLAN SCALE: 3/32" = 1'-0" A1.02 1 ROOF - OVERALL BUILDING PLAN ISSUANCES No. Drawing Issue Description Date 1 J K I H G F 2 3 E RECEPTION 101 LOBBY 102 MEDIA BRIEFING 103 VENDING 104 PRE-CONFERENCE 105 MAIN CONFERENCE 106 LARGE CONFERENCE ROOM 107 MEN'S RESTROOM 108 WOMEN'S RESTROOM 109 MAIL/STORAGE 110 HOLDING CELL 111 HOLDING CELL 112 STORAGE 113 SECURITY 114 CORRIDOR 115 PRINTING 116 SERVER 117 ELECTRICAL 118 TRASH 119 BUILDING MAINTENANCE 120 JANITOR 122 SUPPLY & UNIFORMS 123 OPEN OFFICE 124 FITNESS 125 ARMORY 126 WOMEN'S RESTROOM 127 MEN'S RESTROOM 128 GENERAL STORAGE 129 STORAGE 130 STAIR 02 131 WAITING 132 CORRIDOR 133 CHIEF'S OFFICE 134 CHIEF'S BATHROOM 135 CHIEF'S HUDDLE 136 SPECIAL ASSISTANT 137 ADMIN. ASSISTANT 138 CHIEF'S MANAGER 139 ADMIN. ASSISTANT 140 DEPUTY CHEIF'S OFFICE 141 CORRIDOR 144 CORRIDOR 145 SCOPE DOCUMENTS The Construction Documents have not been completed therefore this drawing may be incomplete or not coordinated. The documents issued indicate the general scope of the Project. The Contractor is responsible for complete and coordinated pricing and Work, and shall include all items necessary for the proper execution and completion of the Project, whether indicated or not. All components of the Project shall comply with any and all requirements of national, state, and local codes. The Contractor shall inform the Owner and Architect of any omissions, inconsistencies or errors in the information provided. If no notice is given and any omissions, inconsistencies or errors are discovered, the Architect's decisions on items of Work included in the scope shall be binding on the Contractor, when consistent with the general scope and quality of the Project. KEY PLAN Project Architect Project No. Date Drawing No. NOT ISSUED FOR CONSTRUCTION DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website: www.designdistrictvi.com DISASTER NO. DATE DAMAGED DAMAGE NO. A Autodesk Docs://Patrick Sweeney - Police HQ/VIPD_PSHQ.rvt 12/13/2023 8:19:27 PM A1.24 TBA 2022-004 Checker LEVEL 01 - AREA A - FURNITURE PLAN PATRICK SWEENEY - POLICE HEADQUARTERS 1 & 1A GOLDEN GROVE, ST. CROIX, USVI VIRGIN ISLANDS POLICE DEPARTMENT PROJECT NUMBER: 2022-004 PROJECT NAME: PATRICK SWEENEY - POLICE HEADQUARTERS SHEET NUMBER: A1.24 - LEVEL 01 - AREA A - FURNITURE PLAN SCALE: 1/8" = 1'-0" A1.24 1 AREA A LEVEL 01 - FURNITURE PLAN ISSUANCES No. Drawing Issue Description Date . 6 A B 2 3 C D 4 5 SLEEP CENTER SR-102 SLEEP CENTER SR-103 COMMAND CENTER SR-106 RECEPTION 101 SAFE ROOM STORAGE 143 VESTIBULE SR-110 479 SF WOMEN'S LOCKERS 479 SF MEN'S LOCKERS 3942 SF MULTI-PURPOSE/TRAINING 124 SF ELECTRICAL ROOM 124 SF IT ROOM 721 SF CORRIDOR 488 SF EMPLOYEE'S LOUNGE SCOPE DOCUMENTS The Construction Documents have not been completed therefore this drawing may be incomplete or not coordinated. The documents issued indicate the general scope of the Project. The Contractor is responsible for complete and coordinated pricing and Work, and shall include all items necessary for the proper execution and completion of the Project, whether indicated or not. All components of the Project shall comply with any and all requirements of national, state, and local codes. The Contractor shall inform the Owner and Architect of any omissions, inconsistencies or errors in the information provided. If no notice is given and any omissions, inconsistencies or errors are discovered, the Architect's decisions on items of Work included in the scope shall be binding on the Contractor, when consistent with the general scope and quality of the Project. KEY PLAN Project Architect Project No. Date Drawing No. NOT ISSUED FOR CONSTRUCTION DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website: www.designdistrictvi.com DISASTER NO. DATE DAMAGED DAMAGE NO. B Autodesk Docs://Patrick Sweeney - Police HQ/VIPD_PSHQ.rvt 12/13/2023 8:19:29 PM A1.25 08/04/23 2022-004 Checker LEVEL 01 - AREA B - FURNITURE PLAN PATRICK SWEENEY - POLICE HEADQUARTERS 1 & 1A GOLDEN GROVE, ST. CROIX, USVI VIRGIN ISLANDS POLICE DEPARTMENT PROJECT NUMBER: 2022-004 PROJECT NAME: PATRICK SWEENEY - POLICE HEADQUARTERS SHEET NUMBER: A1.25 - LEVEL 01 - AREA B - FURNITURE PLAN SCALE: 1/8" = 1'-0" A1.25 1 AREA B LEVEL 01 - FURNITURE PLAN ISSUANCES No. Drawing Issue Description Date 1 J K I H G F 2 3 E CORRIDOR 200 GROUP WORK 201 HUDDLE 202 STORAGE 203 ELEVATOR 204 STORAGE 205 OFFICE 206 OFFICE 207 OFFICE 208 OFFICE 210 OFFICE 211 OFFICE 212 OFFICE 213 MIS OPEN OFFICE 214 STORAGE 215 OFFICE 216 OFFICE 217 ELECTRICAL 218 PRINTING 219 STORAGE 220 BREAK 221 CLOSET 222 JANITOR 223 MEN'S RESTROOM 224 DIRECTOR'S OFFICE 225 DIRECTOR'S OFFICE 226 DIRECTOR'S OFFICE 227 DIRECTOR'S OFFICE 228 FISCAL OPEN OFFICE 229 STORAGE 230 WOMEN'S RESTROOM 231 STORAGE 232 GROUP WORK 233 WOMEN'S RESTROOM 234 MEN'S RESTROOM 235 WAITING 236 FILES 237 CHIEF OF STAFF 238 COMMISSIONER'S OFFICE 239 COMMISSIONER'S RESTROOM 240 ASSISTANT COMMISSIONER 241 RECEPTION 242 EXECUTIVE ASSISTANT 243 INTEL/WAR ROOM 244 CORRIDOR 245 STAIR 02 246 SCOPE DOCUMENTS The Construction Documents have not been completed therefore this drawing may be incomplete or not coordinated. The documents issued indicate the general scope of the Project. The Contractor is responsible for complete and coordinated pricing and Work, and shall include all items necessary for the proper execution and completion of the Project, whether indicated or not. All components of the Project shall comply with any and all requirements of national, state, and local codes. The Contractor shall inform the Owner and Architect of any omissions, inconsistencies or errors in the information provided. If no notice is given and any omissions, inconsistencies or errors are discovered, the Architect's decisions on items of Work included in the scope shall be binding on the Contractor, when consistent with the general scope and quality of the Project. KEY PLAN Project Architect Project No. Date Drawing No. NOT ISSUED FOR CONSTRUCTION DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website: www.designdistrictvi.com DISASTER NO. DATE DAMAGED DAMAGE NO. A Autodesk Docs://Patrick Sweeney - Police HQ/VIPD_PSHQ.rvt 12/13/2023 8:19:33 PM A1.26 TBA 2022-004 Checker LEVEL 02 - AREA A - FURNITURE PLAN PATRICK SWEENEY - POLICE HEADQUARTERS 1 & 1A GOLDEN GROVE, ST. CROIX, USVI VIRGIN ISLANDS POLICE DEPARTMENT PROJECT NUMBER: 2022-004 PROJECT NAME: PATRICK SWEENEY - POLICE HEADQUARTERS SHEET NUMBER: A1.26 - LEVEL 02 - AREA A - FURNITURE PLAN SCALE: 1/8" = 1'-0" A1.26 1 AREA A LEVEL 02 -FURNITURE PLAN ISSUANCES No. Drawing Issue Description Date Level 1 0' - 0" Level 2 15' - 0" Roof 30' - 0" CONCRETE ROOF SYSTEM ACM PANEL,DARK BLUE 1" STUCCO SYSTEM WITH INTEGRAL COLOR. WINDOW WALL SYSTEM; WW2 STRUCTURAL COLUMN ACM PANEL,DARK BLUE ADJUSTABLE LOUVER ADJUSTABLE LOUVER ACM PANEL,DARK BLUE CONCRETE ROOF SYSTEM 1" STUCCO SYSTEM WITH INTEGRAL COLOR. DOOR PER SCHEDULE 36' - 6" MAX. HEIGHT Level 1 0' - 0" Level 2 15' - 0" Roof 30' - 0" CONCRETE ROOF SYSTEM ACM PANEL,DARK BLUE WINDOW WALL SYSTEM; WW2 1" STUCCO SYSTEM WITH INTEGRAL COLOR. ACM PANEL,DARK BLUE CONCRETE ROOF SYSTEM RIBBON WINDOW SYSTEM. WINDOW WALL SYSTEM; WW2 1" STUCCO SYSTEM WITH INTEGRAL COLOR. DOOR PER SCHEDULE CONCRETE ROOF SYSTEM 23' - 6" Level 1 0' - 0" Level 2 15' - 0" Roof 30' - 0" CONCRETE ROOF SYSTEM ACM PANEL,DARK BLUE 1" STUCCO SYSTEM WITH INTEGRAL COLOR. RIBBON WINDOW SYSTEM. WINDOW WALL SYSTEM; WW2 VIPD SEAL SIGNAGE CONCRETE ROOF SYSTEM ACM PANEL,DARK BLUE ACM PANEL,DARK BLUE CONCRETE ROOF SYSTEM PAINTED RAILING SCOPE DOCUMENTS The Construction Documents have not been completed therefore this drawing may be incomplete or not coordinated. The documents issued indicate the general scope of the Project. The Contractor is responsible for complete and coordinated pricing and Work, and shall include all items necessary for the proper execution and completion of the Project, whether indicated or not. All components of the Project shall comply with any and all requirements of national, state, and local codes. The Contractor shall inform the Owner and Architect of any omissions, inconsistencies or errors in the information provided. If no notice is given and any omissions, inconsistencies or errors are discovered, the Architect's decisions on items of Work included in the scope shall be binding on the Contractor, when consistent with the general scope and quality of the Project. Project Architect Project No. Date Drawing No. NOT ISSUED FOR CONSTRUCTION DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website: www.designdistrictvi.com DISASTER NO. DATE DAMAGED DAMAGE NO. Autodesk Docs://Patrick Sweeney - Police HQ/VIPD_PSHQ.rvt 12/13/2023 8:20:51 PM A3.00 TBA 2022-004 Checker ELEVATIONS PATRICK SWEENEY - POLICE HEADQUARTERS 1 & 1A GOLDEN GROVE, ST. CROIX, USVI VIRGIN ISLANDS POLICE DEPARTMENT PROJECT NUMBER: 2022-004 PROJECT NAME: PATRICK SWEENEY - POLICE HEADQUARTERS SHEET NUMBER: A3.00 - ELEVATIONS SCALE: 1" = 10'-0" A3.00 1 EAST ELEVATION SCALE: 1" = 10'-0" A3.00 2 NORTH ELEVATION SCALE: 1" = 10'-0" A3.00 3 SOUTH ELEVATION ISSUANCES No. Drawing Issue Description Date Level 1 0' - 0" Level 2 15' - 0" Roof 30' - 0" 1" STUCCO SYSTEM WITH INTEGRAL COLOR. WINDOW WALL SYSTEM; WW2 RIBBON WINDOW SYSTEM. CONCRETE ROOF SYSTEM ADJUSTABLE LOUVER CONCRETE ROOF SYSTEM ACM PANEL,DARK BLUE DOOR PER SCHEDULE WINDOW WALL SYSTEM; WW2 1" STUCCO SYSTEM WITH INTEGRAL COLOR. 36' - 6" MAX. HEIGHT SCOPE DOCUMENTS The Construction Documents have not been completed therefore this drawing may be incomplete or not coordinated. The documents issued indicate the general scope of the Project. The Contractor is responsible for complete and coordinated pricing and Work, and shall include all items necessary for the proper execution and completion of the Project, whether indicated or not. All components of the Project shall comply with any and all requirements of national, state, and local codes. The Contractor shall inform the Owner and Architect of any omissions, inconsistencies or errors in the information provided. If no notice is given and any omissions, inconsistencies or errors are discovered, the Architect's decisions on items of Work included in the scope shall be binding on the Contractor, when consistent with the general scope and quality of the Project. Project Architect Project No. Date Drawing No. NOT ISSUED FOR CONSTRUCTION DESIGN DISTRICT, PLLC 2110 Company Street, Suite 15 Christiansted, VI, 00820 Tel: (340)-227-6265 Email: designdistrictvi.com Website: www.designdistrictvi.com DISASTER NO. DATE DAMAGED DAMAGE NO. Autodesk Docs://Patrick Sweeney - Police HQ/VIPD_PSHQ.rvt 12/13/2023 8:20:58 PM A3.01 08/06/23 2022-004 Checker ELEVATIONS PATRICK SWEENEY - POLICE HEADQUARTERS 1 & 1A GOLDEN GROVE, ST. CROIX, USVI VIRGIN ISLANDS POLICE DEPARTMENT PROJECT NUMBER: 2022-004 PROJECT NAME: PATRICK SWEENEY - POLICE HEADQUARTERS SHEET NUMBER: A3.01 - ELEVATIONS SCALE: 1" = 10'-0" A3.01 1 WEST ELEVATION ISSUANCES No. Drawing Issue Description Date