Okaloosa County BOCC — November 16, 2013 — Camille Cove Utility Plan — reading text

ALL_COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE SPECIFICALLY RESERVED. ‘THIS DRAWING AND DESIGN ARE THE PROPERTY OF SOUTHERN ENGINEERING GROUP, LLC. | Z:\ENG\507 1-Sub Paul Cassady\DWG\507 1.dwg, 06-UTILITIES PLAN, juan, Jun 10, 2013 - 10:31:39am THEY SHALL NOT BE USED OR REPRODUCED IN PART OR_IN WHOLE, OR SE USED FOR FURNISHING INFORMATION TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SOUTHERN ENGINEERING GROUP, LLC. INSTALL 1—22.5° BEND & THRUSTBLOCK INSTALL 1-—90° BEND MJR & THRUST BLOCK LOT: 16 +50 LF OF 6” DUCTILE IRON PIPE PROPOSED 7.5’ DRAINAGE EASEMENT PARALLEL TO THE - SOUTH OF STORM PIPE +20LF OF 6” DUCTILE IRON PIPE 1- 45 BEND WITH MJR & THRUST BLOCK AA es esa INSTALL (-7-22.5° BEND & THRUSTBLOCK —__ L — PROPOSED FIRE HYDRANT ASSEMBLY S eiieae —— set cee ee ee EAST 315.00’ (D) “ BENCH MARK 1 ELEV: 166.76’ a . \ INSTALL \ \ 1-6°X8” TAPPING INSTALL EXISYING FIRE HYDRANT ee \y SLEEVE AND VALVE \1—45° BEND WITH MJR \ (ND THRUST BLOCK \ r, gs09'56" W 17.25 (F) INLET TOP: 163.9’ INVERT: {159.47} {SILTED BOTTOM} INLET TOP: 164.3° INVERT EAST: INVERT SOUTH: 160.0" 160.4’ INLET TOP: 165.1" INVERT NORTH: INVERT SOUTH: 160.3’ 160.4’ —— cee ee eee ee ey —t ro iy ee Sree, eee eee eee, EXISTING 8” WATER MAIN OWNED AND MAINTAINED BY OKALOOSA COUNTY WATER AND SEWER P24 LOT: 1 PROPOSED DOUBLE WATER SERVICE PROPOSED FLUSHING HYDRANT OT: 2 , PROPOSED 15° UTILITY EASEMENT | LOTS PROPOSED SINGLE \ WATER SERVICE FOR OUTPARCEL NORTH OF LOT 4 & 5 +1GOLF OF 4” PVC AWWA C-—900 ” PROPOSED DOUBLE \ \ \ | WATER SERVICE 22.5" BEND & = AT CUL DE SAC) INSTALL WITH MJIR 1~8” GATE VALVE 1-8°X4” REDUCER LOT: 7 \ PROPOSED vous WATER SERVICE LOT: 15 PROPOSED SINGLE WATER SERVICE LOT: 6 THRUSTBLOCK (TYPICAL PROPOSED DOUBLE WATER SERVICE LOT: 14 LOT: 2 PROPOSED DOUBLE WATER SERVICE Xe \ \ \ \ © Zz [eo] 3 = w A CA ~w o, +850LF OF 6” PVC LOT: 13 AWWA C900 LOT: 3 6’ WOOB FENCE NORMAN E. RAYBON OFFICIAL RECORD (AY 5’ LOT: 12 PROPOSED SINGLE WATER SERVICE 2 LOT: 4 Qe PROPOSED DOUBLE \ \ WATER SERVICE LOT: D | PROPOSED DOUBLE WATER SERVICE PROPOSED FIRE 9 HYDRANT ASSEMBLY LOT: 8 AWWA C900 ce) \ NN PROPOSED SINGLE t580LF OF 8” PVC an WATER SERVICE C] LOT: 9 PROPOSED DOUBLE PROPOSED DOUBLE oy WATER SERVICE wo \F. BA? VF A INSTALL +35 LF OF 8” LOT: 10 1-6°X6"xX8” TEE WITH MJR & THRUST BLOCK 2-6” GATE VALVE 1-8” GATE VALVE LOT: 5 — ee ee ee ae, DELAINA & BILL GALLAGHER OFFICIAL RECORD BOOK: 2877 PAGE: 340 WATER meee \ DUCTILE IRON PIPE Sis me—t M8 \ LOT: Il PROPOSED FIRE HYDRANT ASSEMBLY INSTALL 1-45" BEND MJR & THRUST BLOCK Ag M8 a _ MILLE COVE 50° R.OW. J WATER SERVICE ee ee —— es eee eee eee —— ee LOT: 6 PROPOSED DOUBLE 10’ WIDE DIRT EN _PROPOSED 15° BUFFER TO AVOID SECONDARY IMPACTS LOT: 12 3 PROPOSED DOUBLE WATER SERVICE PROPOSED DOUBLE WATER SERVICE LOT: 11 LOT: 9 LOT: 10 \ DRIVEWAY PROPOSED SINGLE WATER SERVICE +735LF OF 6” PVC x LOT: 7 AWWA C900 EXISTING \ BUILDING RESIDENCE ee ee ee em te ten me A Fg | | a INSTALL 71—90° BEND MJR | & THRUST BLOCK LOT: 8 INSTALL 1-45° BEND MJR & THRUST BLOCK Sa J wf J D LINE DELINEATED VEN & ASSOCIATES ~ RIFIED BY NWFWMD JJA MES R. & LEONORA GENNARO OFFICIAL RECORD BOOK: 1475 PAGE: 1445 ZONING: MIXED USE FLU: MIXED USE wf sal TN ~ THE NORTWEST OF STORM PIPE |.PROPOSED 25’ BUFFEI PER CITY OF CRESTVIEW | PROPOSED 15° DRAINAGE AND ACCESS EASEMENT. a INLET TOP: 167.7’ INVERT NORTH: INVERT SOUTH: INSTALL 1-—6°X8”" TAPPING SLEEVE AND VALVE 165.2" 163.9" S 89°07'14" E 191.04' (F) N 89°56'44” W 193,74’ (D) 18” CPP INVERT: 169.5" 18” CPP INVERT: 166.9" —— << <0 ii set nome sme cmenen PROPOSED 15’_| UTILITY EASEMENT PROPOSED 15° _| UTILITY EASEMENT (— WATER NOTES > 1 - CONTRACTOR SHALL VERIFY LOCATIONS OF ALL PROJECT RELATED UTILITIES, BURIED AND ABOVE GROUND, REGARDLESS OF INCLUSION ON THESE PLANS. THE LOCATIONS OF THE EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATIONS OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. ALL CONTRACTOR DAMAGED UTILITIES SHALL BE REPAIRED AT THE CONTRACTOR’S EXPENSE. 2 -— CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY AT LEAST 24 HOURS PRIOR TO COMMENCING CONSTRUCTION HAVING POTENTIAL IMPACT TO THE UTILITY’S STRUCTURE. 3 — WATER SERVICE SHALL BE MAINTAINED TO ALL EXISTING CUSTOMERS; IF ANY SERVICE MUST BE INTERRUPTED, THE AFFECTED CUSTOMERS SHALL BE NOTIFIED IN ADVANCE BY THE CONTRACTOR. 4 — MINIMUM COVER ON NEW WATER MAIN SHALL BE 36”. 5 — ALL WATER LINE FITTINGS 6 INCHES IN DIAMETER AND GREATER SHALL BE CAST IRON MECHANICAL JOINT, AWWA APPROVED. 6 — ALL WATER LINE FITTINGS 4 INCHES IN DIAMETER AND LESS SHALL BE OF THE SAME MATERIAL AS THE PIPE (i.e., PVC) AND SHALL BE CONSISTENT THEREWITH IN STRENGTH, DIMENSIONS AND FUNCTION. 7o- CONTRACTOR SHALL INSTALL THRUST BLOCKS AT ALL BENDS AND FITTINGS (SEE DETAIL SHEET). 8 - CONTRACTOR SHALL INSTALL LOCATOR WIRE AROUND ALL NEW INSTALLED PIPE AND FITTINGS. 9 — ALL PROPOSED POTABLE WATER LINE FITTINGS, FIRE HYDRANTS AND ALL OTHER WATER LINE PIPING MATERIALS AND FITTINGS FOR THIS PROJECT SHALL BE AWWA APPROVED. 10 ~— CONTRACTOR SHALL INSTALL ALL WATER LINES AND FITTINGS AS PER MANUFACTURER’S INSTALLATION RECOMMENDATIONS. 11. — STRUCTURES SHOWN ON THESE PLANS (i.e., HOUSES,etc.) ARE PROVIDED FOR REFERENCE PURPOSES ONLY. THESE STRUCTURES MAY HAVE BEEN MODIFIED AND/OR NEW STRUCTURES CONSTRUCTED. CONTRACTOR SHALL VERIFY ANY CONDITIONS THAT MAY INTERFERE WITH THE CONSTRUCTION OF THIS PROJECT AND NOTIFY ENGINEER OF ANY POTENTIAL CONFLICTS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 12 — ALL EXISTING TREES SHALL BE SAVED AND DAMAGE THERETO MINIMIZED; CONTRACTOR TO REMOVE AND REPLACE ALL MAILBOXES, DRIVEWAYS, STREET SIGNS, AND TRAFFIC SIGNS AS REQUIRED TO CONSTRUCT THE WATER MAIN. SHRUBS ON PRIVATE PROPERTY ARE TO BE PROTECTED. 13. — CONTRACTOR SHALL RESTORE GRADE AND GRASSING IN ALL AREAS WHERE DISTURBED, TO A CONDITION EQUAL TO OR BETTER THAN THE PREVIOUS CONDITION, BEFORE CONSTRUCTION. 14 — TRAFFIC CONTROL TO BE PROVIDED BY THE CONTRACTOR, NECESSARY TO ENSURE SMOOTH TRAFFIC FLOW DURING CONSTRUCTION. AS 15 — NEW WATER) MAINS SHALL BE PRESSURE TESTED BACTERIOLOGICALLY TESTED AND CLEARED PRIOR TO PLACING iN SERVICE. AND 16 — THESE PLANS ARE SUBJECT TO APPROVAL BY OKALOOSA COUNTY. y, mmr INSTALL 7~45° BEND MJR & THRUST BLOCK BCC OFFICIAL RECORD BOOK: 2244 PAGE: 2459 INLET TOP: 170.2° | INVERT NORTH: 1k INVERT SOUTH: 1¢ (- OCWS WATER & SEWER NOTES: | 1. 10. 11. 13. 14. A MANDATORY PRECONSTRUCTION MEETING SHALL BE HELD WITH ALL INVOLVED PARTIES, INCLUDING THE DEVELOPER(S), ENGINEER—OF—RECORD, CONTRACTOR(S) AND OCWS STAFF A MINIMUM TWO (2) WEEKS PRIOR TO CONSTRUCTION TO ADDRESS ALL CONSTRUCTION & INSPECTION REQUIREMENTS. THIS MEETING SHALL BE COORDINATED BY THE ENGINEER—OF RECORD BY LETTER NOTIFICATION, AND HELD AT THE OCWS ENGINEERING DEPARTMENT. FAILURE TO HOLD A PRECONSTRUCTION MEETING COULD RESULT IN EXPENSIVE REWORK OF ITEMS NOT ACCEPTABLE BY OCWS STANDARDS. PLEASE COORDINATE WITH LOCAL FIRE DEPARTMENT ON _ INSPECTION REQUIREMENTS AND TESTING. THE PROPOSED WATER MAINS SHALL BE SIZED AND EXTENDED ACCORDINGLY TO MEET CURRENT FIRE CODE REQUIREMENTS. PLEASE COORDINATE ALL UTILITY TIE-INS WITH OCWS MAINTENANCE (850) 651-7176 A MINIMUM OF TEN (10) WORKING DAYS PRIOR TO CONSTRUCTION. ALL UTILITY CONSTRUCTION SHALL BE INSPECTED BY THE OCWS ENGINEERING DEPARTMENT, INCLUDING PRESSURE TEST, FINISHED GRADE DEPTH AND SERVICE LOCATIONS. AS A MINIMUM, A MANDATORY FORTY—EIGHT (48) HOUR NOTICE IS REQUIRED. ALL. PROPOSED WATER MAINS AND SERVICES SHALL HAVE A PASSING PRESSURE TEST, BACTERIOLOGICAL CLEARED AND FDEP CERTIFICATION RECEIVED PRIOR TO ACCEPTANCE. A MINIMUM 15 0 CLEARANCE SHALL BE MAINTAINED BETWEEN UTILITY MAINS AND PROPOSED BUILDINGS. THE CONTRACTOR SHALL PROVIDE PROPER SEPARATION FROM PROPOSED DRAINAGE SYSTEMS AND UTILITY PIPES, INCLUDING SERVICES. _OCWS WILL MAKE THE PROPOSED WATER MAIN TIE—IN AND ASSIST WITH THE PROPOSED SANITARY SEWER MANHOLE INSTALLATION. THE CONTRACTOR WILL BE RESPONSIBLE FOR EXCAVATION OF MATERIAL, COMPLETELY EXPOSING MAINS, SUPPLYING MATERIAL [IF REQUIRED AND SECURING SITE. THE CONTRACTOR WILL NEED TO IDENTIFY THE TIE—IN LOCATIONS AND PAY ALL ASSOCIATED CONNECTION COSTS, PRIOR TO CONNECTIONS BEING MADE. NO UTILITY CONNECTIONS WILL BE MADE INTO COUNTY / FDOT RIGHT—OF—WAY, AND/OR EASEMENTS WITHOUT AN APPROVED UTILITY PERMIT. ALL EXISTING ROAD CROSSINGS WILL BE BORED, UNLESS PERMITTED OTHERWISE. THE CONTRACTOR MUST REPAIR ANY PAVEMENT CUTS WITHIN TIME SPECIFIED ON PERMIT AND COORDINATE ALL CUTS WITH GOVERNING AUTHORITY A MINIMUM 10 DAYS PRIOR TO WORK BEING DONE. THE CONTRACTOR WILL BE RESPONSIBLE FOR EXTENDING THE PROPOSED WATER AND SEWER MAINS FROM THE UTILITY MAIN CONNECTIONS PROVIDED BY OCWS INTO THE DEVELOPMENT. PLEASE NOTE THAT NO CONSTRUCTION OF UTILITIES SHALL COMMENCE UNTIL ALL UTILITY AGREEMENTS ARE EXECUTED WITH THE OCWS TAP OFFICE. (850) 651-7178 AND UTILITY PERMITS ARE ACQUIRED. THESE AGREEMENTS WILL NEED TO BE COMPLETED, PRIOR TO ANY MATERIAL BEING ORDERED, OR WORK PERFORMED. NO CONNECTION OR USAGE OF THE EXISTING SYSTEM WILL BE ALLOWED UNTIL OCWS AND FDEP CLEAR ALL PROPOSED WATER MAINS FOR USAGE. OCWS WILL REQUIRE A WATER SERVICE FEE AND METER SET FOR ANY USAGE OF WATER REQUIRED BY CONTRACTOR BEFORE, DURING AND AFTER CONSTRUCTION OF PROJECT, INCLUDING IRRIGATION USE. ALL WATER UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH OCWS REQUIREMENTS AND SPECIFICATIONS. ALL WATER MAIN PIPING SHALL BE C—900 DR 18 OR LESS IF REQUIRED BY FDEP. THE CONTRACTOR WILL NEED TO VERIFY THE LOCATION OF EXISTING WATER MAIN SHOWN FOR CONNECTION TO PROPOSED 6” AND EXTEND LINE IF NECESSARY. OCWS REQUESTS MUELLER vAER MEAN ORION TYPE FIRE HYDRANTS BE INSTALLED ON THE PROPOSED A IN. THE CONTRACTOR WiLL INSTALL _ TRACER WIRE ABOVE ALL_ WATER MAINS, SERVICES AND VALVES, INCLUDING VALVES INSTALLED BY OCWS. THE WIRE WILL BE EXTENDED A MINIMUM 12” ABOVE FINAL GROUND ELEVATION AT THE VALVES AND ALL EXCESS WIRE COILED AND PLACED INSIDE THE VALVE BOX LID. THE WIRE WILL_RUN THE ENTIRE SYSTEM, INCLUDING SERVICES TO CREATE A CONTINUOUS ELECTRIC CIRCUIT CAPABLE OF BEING FULLY TRACED WHEN CONNECTED TO A SINGLE DC SOURCE. A MINIMUM 36” COVER JS REQUIRED FROM TOP OF ALL PROPOSED UTILITY LINES AND SERVICES FROM FINISHED GRADES, INCLUDING SWALES AND BASINS. ALL FIRE AND FLUSH HYDRANTS SHALL BE PLACED A: BACK OF THE PROPOSED UTILITY EASEMENT, WITH BOTTOM FLANGE SECTION LEVEL WITH FINISH PAVEMENT SURFACE, AND HAVE AN ISOLATION VALVE FOR EACH HYDRANT, AS NOTED ON PLANS. ALL WATER MAINS REQUIRING TO BE INSTALLED DIRECTLY UNDER PAVEMENT OR DRAINAGE BASINS SHALL BE DUCTILE IRON PIPE. THE SERVICE LINES FOR EACH UNIT NEED TO BE LOCATED AWAY FROM PROPOSED DRIVEWAYS AND SIDEWALKS. ALL WATER AND SEWER SERVICES SHALL BE TERMINATED DIRECTLY AT THE SERVICE TERMINATION LINE (BACK LINE OF PROPOSED UTILITY EASEMENT, APPROXIMATELY 2 FROM BACK OF SIDEWALK AND 10 FROM PROPOSED BUILDINGS). THE LAST 18” OF TUBING, TRACER WIRE AND LOCKING CURB STOP OF WATER SERVICE SHALL BE EXTENDED ABOVE GROUND. ENCASE ALL WATER SERVICE TUBING INSTALLED UNDER ROADWAY PAVEMENT AND A MINIMUM 30 BEYOND EDGE OF CURBING, IN PVC SLEEVE. EACH INDIVIDUAL WATER SERVICE SHALL PRODUCE A MINIMUM 23 GPM WHEN CONNECTED TO A STANDARD RESIDENTIAL WATER METER. 12. ALL LOT CORNERS, RIGHT OF WAYS AND. REAR EASEMENT LINES SHALL BE LOCATED AND PROPERLY MARKED. PRIOR TO THE CONTRACTOR INSTALLING MAINS AND _ SERVICES, THEN AGAIN PRIOR TO FINAL INSPECTION. OCWS ENGINEERING WILL REQUIRE EXACT VERIFICATION OF EACH SERVICE PLACEMENT, BEFORE FINAL ACCEPTANCE IS MADE. A_ MINIMUM 30” CLEARANCE IS REQUIRED FROM POWER TRANSFORMER/BOX PERIMETER TO ANY UTILITY MAINS AND SERVICES. ALL UTILITY MAINS SHALL CURD (BOC). A MINIMUM 5° OUTSIDE OF ROAD PAVEMENT EDGES OR BACK OF A WATER AND SEWER AS~—BUILT IS REQUIRED FOR ALL