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LEGEND US CD CD 7 t h A v e n u e I C 20 4C 60 Scale 'I " 20 00 (n 7 t h A v e In u e I I CBS Cep I PROPOSED LIBRARY 8,177 SF F.F. EL.: = 89.6 CLEAN -OUT TOP EL - &89.00 PROPOSED SANITARY INV. EL = 80.92 SERVICE CONNECTION. SEE 191 B1� PLUMBING DRAWINGS FORD\ --\ CONNECTION .0 BUILDING. INV EL - 81.00 64 LF 4" PVC SAh ® 2.S1x cl B clB EX. SANITARY MANHOLE �� B = 4' PVC SAN 0 1.00% (MIN) TOP EL = 85.10 � I EX. INV INV EEL( (N) - 77.54 PROPOSED WATER SERVICE CONNECTION. SEE p PROP. INV EL (NE) = 79.44 PLUMBING DRAWINGS FOR - CONNECTION TO BUILDING. / 91 t dl r 4 � 1 RELOCATED ZB /,/ / _\ FIRE HYDRANT I a1 �# E%. FIRE HYDRANT 2" PVC / 70 BE RELOCATED _ WATER _ NE EX. RECLAIMED WATER �-) ASSEMBLY/METER BOX --� '..! '• �� WATER METERS - - ... TO BE RELOCATED -.- 41 CONTRACTOR TO UNCOVER EXISINC EXISTING 3/4" \ WATERUNE IN VICINITY OF EXIST NG I WATER METER TO I CONTRACTOR SHALL CORE t' WATER METER. 1' WATER M E= 3E REMOVED I RELOCATED RECLAIMED I EXISTING MANHOLE AND TO BE REMOVED. NEW t /2' WATER AS<EMBL"/METER RECONSTRUCT BENCH FOR METER TO BE INS'A'i-ED AT NEW TB BOX TO BE RELOCATED NEW SEWER FLOW. LOCATION (+/- 50 LF 2" PVC). is 00 `TB � I cn CD ) I S I I I I I CD I I 6 t h A v e In u e 6 t h A v e Inu e iP, ',R = IRON PIPE, IRON ROD t - CEDAR TREE W CM - CONCRETE MONUMENT = OAK TREE (F) = FlELD DERIVED MEASUREMENT HICKORY TREE P - MEASUREMENT PER PLAT D) MEASUREMENT PER DESCRIPTION LIGHT POLE r• IC Q. =PR OPERTY LINE, CENTERLINE J < Q =SANITARY MANHOLE R/W =RIGHT OF WAY WX = PALM TREE o O = FOUND IF(SIZE & REGISTRATION NUMBER AS NOTED) = TREE (UNNKOWN VARIETY) O ®= FOUND IP (SIZE & REGISTRATION 610 = CAMPHOR TREE NUMBER AS NOTED) = ELECTRIC TRANSFORMER 'D.C. _ • = SET 5/8' IR JOHNSON LB 4514E TC = ❑ = FOUND CM (SIZE & REGISTRATION TRAFFIC CONTROL BOX Cal U C - NUMBER AS NOTED) BOLLARD • a ■ SET 4"x4" CM 'LB 4514" JY METER POLE X = POWER POLE AR = AIR RELEASE VALVE Q w u a = CABLE TELEVISION BOX I1 = CHERRY TREE p = STORM MANHOLE r& CITRUS TREE ERS 0 = SPRINKLER CONTROL BOX ✓ = ROAD SIGN W = WATER LINE - WATER METER - VERTICAL CONTROL BENCHMARK Q S = CLAY WIRE PB = ELECTRIC PULL BOX EQUIPMENT BOX ❑ E�TELEPHONE B - ELECTRIC BOX ORNAMENTAL TREE ' c - FIRE HYDRANT - = OVERHEAD ELECTRIC WIRE G❑V - GATE VALVE = EXISTING ASPHALT ✓ U �L c - I u PROPERTY LINE PROPOSED ASPHALT _ EC PAVEMENT PROPOSED SILT FENCE T i T9 PROPOSED TREE BARRICADE PROPOSED CONCRETE SIDEWALK r PROPOSED WATER MAIN � PROPOSED SEWER MAIN PROPOSED PERVIOUS WALKWAY EXISTING BUILDING Oj UTILffY CROSSING NUMBER _ PROPOSED BUILDING EQ C 0 e� a m '' PB o m '�� ,8= GENERAL NOTES LL 22a 9 ` I. PER NFPA-1, 18.4.3.1.3: WHERE UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE PROVIDED, THEW SHALL BE INSTALLED, COMPLETED, AND IN SERVICE PRIOR TO CONSTRUCTION WORK. 2. FIRE PROTECTION SHALL MEET THE REQUIREMENTS OF THE CTIY OF ZEPHYRHILLS CODE OF ORDINANCES, FIRE PREVENTION AND PROTECTION, AND PLANS SHALL COMPLY WITH REFERENCED REQUIREMENTS. 3. ALL PROJECTS MUST COMPLY WITH CRY OF ZEPHYRHILLS FIRE HYDRANT ORDINANCES. 4. FIRE HYDRANTS SHALL BE INSTALLED AND IN SERVICE PRIOR TO THE ACCUMULATION OF COMBUSDBLES. z QJ 5. PER NFPA-I. Ia. 3.4.1 .: CLEARANCES OF 7 1/2 FEET IN FRONT OF AND TO THE SIDES OF THE FIRE CL HYDRANT WITH A 4-FOOT CLEARANCE TO THE REAR MUST BE MAINTAINED AT ALL TIMES. y 6. FIRE HYDRANTS SHALL BE FLOW -TESTED AND COLOR -CODED BASED ON FLOW RESULTS. CL 7. CONTRACTOR'S RESPONSIBILITIES REGARDING WET TAPS TWO INCHES AND LARGER SHALL BE AS FOLLOWS: • 2ONLY - THIS EXCAVATED TRENCH MUST BE DRY OR THE TRENCH WILL REQUIRE ROCK AND A PUMP TO BE IN PLACE. THE MINIMUM DISTANCE FROM THE FACE OF THE VALVE TO THE WALL OF THE TRENCH IS TO BE SIX FEET. • 3' AND URGER - THE CONTRACTOR WILL SUPPLY A TAPPING SADDLE BEING EPDXY COATED, A TAPPING VALVE WITH MECHANICAL JOINT AND THE EQUIPMENT TO PROVIDE AND CONDUCT A PRESSURE TEST. COUNTY PERSONNEL WILL WITNESS THE PRESSURE TEST WHICH MUST BE A 150 PSI FOR DURATION OF THIRTY MINUTES. • THE CONTRACTOR IS RESPONSIBLE FOR THE EXCAVATION BEFORE ANY COUNTY PERSONNEL WILL ENTER AN EXCAVATED AREA IF THE TRENCH IS FOUR FEET IN DEPTH OR DEEPER, IT WILL REQUIRE A TRENCH BOX OR SLOPING, AND A LADDER ACCORDING TO OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS. • THE TAPPING VALVE WILL REQUIRE A BLOCKING DEVICE MADE OF SUITABLE MATERIAL OR DEVICE. THIS BLOCKING DEVICE OR MATERIAL WILL BE PLACED UNDER THE VALVE AND REMAIN IN PUCE UNTIL THE TAP MACHINE IS REMOVED AND THE TAP IS COMPLETED. CITY OF ZEPHYRHILLS NOTES 1. ALL UTILITY CONSTRUCTION SHALL COMPLY WITH THE CITY OF ZEPHYRHILLS STANDARDS FOR DESIGN AND CONSTRUCTION OF WATER AND WASTEWATER FACILMES SPECIFICATIONS, LATEST EDITION. 2. ALL ON -SITE WATER AND SEWER FACILITIES SHALL BE OWNED AND MAINTAINED 9Y THE CITY OF ZEPHYRHILLS. 3. CONTRACTOR SHALL REPAIR ANY IRRIGATION LINES BROKEN DURING CONSTRUCTION. EXISTING UTILITY LOCATION NOTES 1. BEFORE BEGINNING SITE WORK, THE CONTRACTOR IS REQUIRED TO FIELD VERIFY THE EXETENCE AND LOCATION OF UNDERGROUND UTILITIES AND OTHER FEATURES. THE CONTRACTOR MAY CONSULT THE UTILITY OWNER'S RECORD DRAWINGS BUT THE UTILITY OWNER AND THE ENGINEER DO NOT GUARANTEE, BY IMPLICATION OR OTHERWISE, THE ACCURACY OF THE THESE DRAWINGS. THE STTE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR ANY MODIFICATION REQUIRED, OTHER THAN SHOWN ON PLANS. M} ILL Q UTILITY CROSSINGS 1O 6' STORM: O 4' SANITARY SEWER: TOP i - TOP - 80.55 INV EL- INV EL= 80.31 2' WATER MAIN: B.STORM: INV EL - INV EL SEPARATION - t SEPARATION J ELECTRICAL SERVICE NOTE: U G 1. PLEASE NOTE THAT PLACEMENT OF ELECTRICAL POWER LINES WILL BE COORDINATED AND HANDLED BY THE POWER COMPANY. ILL �Pgz J Z Q = O � F �U } W W p NZ U Comm. NO: 12010.00 Date: 01 / 1 6/ 14 Drawn: KLD Revised LAUREN D. CAMPO, P.E. NO. 57421 02014 HARVARD JOLLY. INC. January 13, 2014 DATE (SEAL) C-6