wastewater plans for lowcountry leadership … · wastewater plans for lowcountry leadership...
TRANSCRIPT
WASTEWATER PLANS
FOR
LOWCOUNTRY LEADERSHIP
MEGGETT, SOUTH CAROLINA
LOCATED IN
APRIL 18, 2019
SHEET 1
SHEET 2
SHEET 3
EXISTING SITE PLAN
PUMP STATION PLAN
CONSTRUCTION DETAILS
CHARTER SCHOOL
REVISED JUNE 22, 2019
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Mount Pleasant, SC 29465
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Phone (843) 884-4496
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www.emseabrook.com
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Post Office Box 96
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1037 Chuck Dawley Blvd.
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Building F Suite 200
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THESE DRAWINGS ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT OF THE ENGINEER. VIOLATORS ARE SUBJECT TO LEGAL ACTION.
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18248-MEGGETT LLC SITE PLAN
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E.M.SEABROOK
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JR., INC.
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NO. C00045
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SURVEYOR
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8436
Mickey
EMS III
ELEVATIONS SHOWN ARE BASED ON DATUM NAVD 88
Know what's below.Call before you dig.R
NAVD 88
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DS
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DIXIE PLANTATION ROAD
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GIBSON ROAD (S-1O-79) 60' R/W
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N 56°04'38" E 251.30'
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N 14°22'38" E 306.10'
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S 33°55'22" E 660.00'
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S 75°25'22" E 271.79'
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N 33°55'22" W 660.00'
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S 56°04'38" W 660.00'
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TMS NO. 192-00-00-009
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DIMARE JOHNS ISLAND, INC.
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DIMARE JOHNS ISLAND, INC.
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TMS NO. 192-00-00-009
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TMS NO. 192-00-00-009
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DIMARE JOHNS ISLAND, INC.
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MAGNETIC
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25' BUILDING SETBACK
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25' BUILDING SETBACK
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10' BUILDING SETBACK
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10' BUILDING SETBACK
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10' BUILDING SETBACK
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10' BUILDING SETBACK
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TBM-R/R SPIKE
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SET IN POWER POLE #420286,
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ELEV. = 26.09' (NAVD 88)
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ELEV. = 27.09' (NGVD 29)
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SP
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IE OUT = 17.38'
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IE IN = 17.43'
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RIM = 19.43'
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DROP INLET
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BATTING
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EXIST.
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14LO
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6/7HOL
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4/5/6/7CED
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CM
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CM
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CM
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22LO
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22LO
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22LO
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26LO
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11/12.5LO
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9/10LO
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9LO
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15P
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9LO/
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15LO
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7LO
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18P
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13P
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10P
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17P
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18P
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12P
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10P
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12P
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20P
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22P
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17P
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13P
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LINK FENCE
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5' HIGH CHAIN
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6' HIGH CHAIN
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LINK FENCE
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LINK FENCE
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3.5' HIGH CHAIN
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CAGE
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8" PVC
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8" PVC
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(S-10-1839) 50' R/W
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SWINGS
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BARS
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BARS
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TIRES
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SEE SAW
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SEE SAW
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FOOTBALL FIELD
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EDGE OF
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WOODS
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BEAM
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PLAY
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SET
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PLAY
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SET
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(CMF TO 5/8" REBAR)
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RAIN
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GARDEN
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RAIN
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GARDEN
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CONC. BLOCK
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BUILDING
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1 STORY
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FFE = 23.83'
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FFE = 22.49'
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2 STORY
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METAL BUILDING
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(NAVD 88)
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(NAVD 88)
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21
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20
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19.5
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22.95
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DETENTION
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AREA
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DETENTION
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AREA
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RAIN
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GARDEN
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END SCHOOL ZONE SIGN
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ST. PAUL'S ACADEMY PRESCHOOL SIGN
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FLAG POLE
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SCORE BOARD
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GOAL POST
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GOAL POST
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SCORE BOARD
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STADIUM LIGHTS
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STADIUM LIGHTS
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STADIUM LIGHTS
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STADIUM LIGHTS
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STADIUM LIGHTS
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STADIUM LIGHTS
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STADIUM LIGHTS
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STADIUM LIGHTS
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STADIUM LIGHTS
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STADIUM LIGHTS
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GUY
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SERVICE POLE WITH LIGHT
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SERVICE POLE WITH LIGHT
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SERVICE POLE
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CO
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SEWER CLEAN OUT
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BLEACHERS
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PRESS BOX
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ONE STORY MODULAR DAY CARE
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GAZEBO
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DAY CARE PLAY AREA
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GRAVEL PARKING
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ASPHALT
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H=15.6
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27.5'
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62.1'
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CONCRETE MONUMENT FOUND
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58"REBAR SET
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58"REBAR SET
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58"REBAR SET
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EXISTING DITCH
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EXISTING DITCH
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EXISTING DITCH
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EXISTING DITCH
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15" CPP
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IE = 20.03'
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15" CPP
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IE = 18.08'
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156 LF 18" RCP
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@ 0.60%
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50 LF 18" RCP
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@ -0.48%
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IE = 16.65'
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18" RCP
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(RIP-RAP)
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(RIP-RAP)
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20P
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22P
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17P
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13P
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6DW
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WELL
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PROPANE
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RJ=30'
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RJ=66'
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RJ=100'
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PIV
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EXISTING
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DRIVE
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THESE DRAWINGS ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT OF THE ENGINEER. VIOLATORS ARE SUBJECT TO LEGAL ACTION.
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FILE: C:\
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SEALS
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Mount Pleasant, SC 29465
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Phone (843) 884-4496
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www.emseabrook.com
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Post Office Box 96
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1037 Chuck Dawley Blvd.
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Building F Suite 200
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JR., INC.
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NO. C00045
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8436
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18248-MEGGETT LLC SITE PLAN
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EXISTING SITE PLAN
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MEGGETT, SC
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MSH
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EMS
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2018248
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1" = 50'
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APRIL 18, 2019
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1
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3
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LOWCOUNTRY LEADERSHIP
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CHARTER SCHOOL
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1
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BID DOCUMENTS
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JUNE 22, 2019
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0
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SCALE IN FEET
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150
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100
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50
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25
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50
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NOT TO SCALE
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LOCATION MAP
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HWY. 162
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DIXIE PLANTATION RD.
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SITE
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PEDERSEN DR.
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GIBSON RD.
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SCOTT
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WHITE RD.
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DAREN ST.
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EXISTING GRAVITY SEWER LINES
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TO TOWN OF HOLLYWOOD SYSTEM
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ARE TO BE REPLACED BY NEW
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DUPLEX GRINDER PUMP SYSTEM.
Mickey
EMS III
Know what's below.Call before you dig.R
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GIBSON ROAD (S-1O-79) 60' R/W
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LINK FENCE
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5' HIGH CHAIN
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EXIST. 8" PVC
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CONC. BLOCK
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BUILDING
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1 STORY
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FFE = 23.83'
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FFE = 22.49'
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2 STORY
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METAL BUILDING
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(NAVD 88)
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(NAVD 88)
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DAY CARE PLAY AREA
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PROPANE
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THESE DRAWINGS ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT OF THE ENGINEER. VIOLATORS ARE SUBJECT TO LEGAL ACTION.
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SEALS
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Mount Pleasant, SC 29465
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Phone (843) 884-4496
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www.emseabrook.com
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Post Office Box 96
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1037 Chuck Dawley Blvd.
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Building F Suite 200
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A
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F
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M.
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A
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B
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R
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O
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O
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K
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III
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E
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&
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LAND
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SURVEYOR
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8436
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18248-Meggett LLCS SEWER PLAN.
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PUMP STATION PLAN
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MEGGETT, SC
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MSH
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EMS
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2018248
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1" = 20'
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APRIL 18, 2019
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2
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3
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LOWCOUNTRY LEADERSHIP
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CHARTER SCHOOL
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1
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DOT COMMENTS & BID DOCUMENTS
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JUNE 22, 2019
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0
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SCALE IN FEET
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60
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40
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20
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10
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20
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STORM DRAIN (TYP.)
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EXISTING SERVICES ARE TO BE ABANDONED
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AFTER PERMISSION IS GRANTED TO OPERATE
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PUMP STATION.
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2"
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2 CO
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REMOVE
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1 PARKING
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SPACE.
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NEW 72" ID DUPLEX
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GRINDER PUMP STATION
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NEW 6" SERVICES, FITTINGS
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AND CLEANOUTS - INSTALL SEPARATE CHECK AND STOP
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CO
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SERVICES
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TO REMAIN
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EXISTING
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AND CONTROL PANEL
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SURFACE AND CORE EXISTING MANHOLE FOR CONNECTION ABOVE
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EXISTING SHELF. MH RIM ELEVATION = 22.24.
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INSTALL FM BY HORIZ. DIRECTIONAL DRILLING MIN. 48" BELOW ROAD
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VALVES FOR 2" FM IN METER BOX BETWEEN VALVE
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VAULT AND PROPERTY LINE.
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NOTE: OWNER WILL PROVIDE 102/208V
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3 PH ELECTRICAL SERVICE TO CONTROL
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PANEL FOR CONNECTION BY CONTRACTOR.
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SCDOT PERMIT NOTES:
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1. ANY ASPHALT OR CONCRETE SURFACES CUT ALONG ROUTE
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MUST BE REPLACED WITH ASPHALT OR CONCRETE FROM
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EDGE OF EXISTING PAVEMENT TO R/W LINE.
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TRANSPORTATION STANDARD DRAWING 610-205-00.
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3. ANY FIELD CHANGES WITHIN SCDOT R/W OR CHANGES
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THAT WOULD IMPACT SCDOT R/W WILL REQUIRE
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WRITTEN APPROVAL PRIOR TO CHANGES BEING IMPLEMENTED
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IN THE FIELD.
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4. COMPLY WITH CONDITIONS OF SCDOT ENCROACHMENT
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PERMIT.
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2. COMPLY WITH SOUTH CAROLINA DEPARTMENT OF
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5. ENSURE SITE AND ROADWAY DRAINAGE COMPONENTS ARE
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MAINTAINED UNTIL FINAL SCDOT PERMIT RELEASE IS ISSUED.
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ALL RESURFACING MUST MATCH EXISTING MATERIALS.
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6. ALL SEWER LINES SHALL BE INSTALLED MINIMUM 48" BELOW
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PAVEMENT OR SHOULDER SURFACES.
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TACK COAT ON MINIMUM 8" COMPACTED GABC
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REPAVING SHALL BE IN ACCORDANCE WITH SEC. 401 AND 403,
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SCDOT SPECIFICATIONS.
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NOT TO SCALE
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PAVEMENT REPAIR DETAIL
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VARIES
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18"
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18"
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FOR TRENCH
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PAVEMENT CUT
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ASTM D1557
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95% MDD
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EXISTING
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PAVEMENT
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B. CUT 6 FT. WIDE OR WIDER - 3/8 IN. ABOVE OR 1/4 IN. BELOW
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A. CUT LESS THAN 6 FT. WIDE - 3/8 IN. ABOVE, 0 IN. BELOW
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MAXIMUM DIFFERENCE IN ELEVATION SHALL NOT EXCEED:
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THAT OF EXISTING PAVEMENT, WHICHEVER IS GREATER.
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THICKNESS OF REPAVING SHALL BE NOT LESS THAN 2" OR
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TO THE TRENCH WALLS.
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WHICH WILL CREATE VERTICAL CUTS PARALLEL
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WITH PNEUMATIC HAMMER OR SIMILAR EQUIPMENT
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ALL PAVEMENT TO BE REMOVED SHALL BE CUT
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REPAIRED IN ACCORDANCE WITH THIS DETAIL.
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ALL PAVEMENT WHICH IS CUT SHALL BE
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5.
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4.
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3.
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2.
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1.
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NOTES:
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PAVEMENT
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EXISTING
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COMPACTED BACKFILL
Mickey
EMS III
IN CASE OF
EMERGENCY
CALL
803-571-9654
OR
843-425-8592
NAVD 88
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NOTES:
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1. EXTEND 2" SCH40 PVC LATERAL VENT (COLOR
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WHITE) TO CONTROL PANEL RACK AND ATTACH WITH
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STAINLESS STEEL HARDWARE TO RACK ON SIDE
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OPPOSITE CONTROLS AND DISCONNECT SWITCH.
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2. INSTALL TWO ELBOWS ON TOP OF VERTICAL
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VENT PIPE WITH OUTLET FACING AWAY FROM
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CONTROLS.
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ALARM AND
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RED LIGHT
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POST
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2" LATERAL
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VENT FROM
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PS
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SCREEN
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CONTROL
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PANEL &
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4.5'
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PUMP
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STATION
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PANEL DETAIL
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NOT TO SCALE
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SS STRAP AND
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HARDWARE (TYP.)
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208 V, 3 PH
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MAIN SWITCH
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EMERGENCY NOTICE
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NOT TO SCALE
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2
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20
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40
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37
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2
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3
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120/208
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2
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7
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208
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C OF PUMP AND SUMP
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L
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(6) 3/8%%C BOLTS
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LEAD ON
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PUMPS OFF
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2" SCH 80
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2"%%C SCH 40 GUIDE PIPE, SS
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2" NPT
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6
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LAG ON
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SS CABLE RACK
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HIGH LEVEL
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ALARM
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DISCHARGE PIPE PVC
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FLANGE
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2" BRONZE CHECK VALVE
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1 1/4" DRAIN PIPE & CONNECTIONS
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2" PVC STUB
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2 PLACES
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2" SCH 80
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DISCHARGE PIPE PVC
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2" DISCHARGE CONNECTION
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3 PLACES
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30"
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18"
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ALUMINUM ACCESS OPENING
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WITH HOLD OPEN ARM
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C OF
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VALVE
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VAULT
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L
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AS REQUIRED
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VALVE VAULT
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24"X36"
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SS LIFTING
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CABLE
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1 1/4" CHECK VALVE
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ANTI-FLOTATION PLATE
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CONCRETE BALLAST
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BY CONTRACTOR
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0.8 CUBIC YARDS
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ALUMINUM ACCESS OPENING
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WITH HOLD OPEN ARM
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6" INLET HUB
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ANTI-FLOTATION PLATE
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PER FOOT OF DEPTH
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72"
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84"
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1ST ON
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LEVEL
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OFF
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LEVEL
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TB
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1
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2
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3
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4
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120V CONTROL CKT
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CB3
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GRD
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GEN.
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RECP
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230V
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1PH
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3W
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NEU
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L2
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ECB
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N
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PUMP NO. 2
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PUMP NO. 1
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14
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CIRCUIT
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SEAL FAILURE
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2ND ON
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LEVEL
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P1
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LEVEL
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HIGH
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5
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6
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7
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8
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P2
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GRD
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11
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13
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12
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15
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16
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RC
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SR1
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SC
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RC
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2
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S
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R
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C
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1
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5
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SR1
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RES
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T1
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T2
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CB1
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L1
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L2
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2
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S
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R
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SR2
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1
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SC
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SR2
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5
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RES
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T1
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C
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T2
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M1
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L3
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L1
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M2
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L2
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L3
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1-ENCLOSURE: NEMA 3R STAINLESS STEEL
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PDB
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2-MATERIAL: 14 GAUGE #304 STN STL.
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3-CONSTRUCTION: FORMED AND WELDED
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4-FINISH: NO. 2B BRUSHED
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5-HINGE: STAINLESS STEEL
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6-LATCHES: STAINLESS STEEL LOCKABLE
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L1
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NCB
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NOTES:
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PB1
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FRONT VIEW
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AUDIBLE
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AUDIBLE
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ALARM
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ALARM
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PL
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SW
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H O A
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H O A
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SEAL
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1
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FAIL
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RUN
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PUMP
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ET
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SEAL
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PUMP
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FAIL
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2
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RUN
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ET
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24
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AL
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SW-HOA SINGLE POLE DOUBLE THROW SWITCH
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PL-TOP SEAL FAILURE/ BOTTOM PUMP RUN
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ET-ELAPSE TIME METER
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CB-CIRCUIT BREAKER
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PDB-POWER DISTRIBUTION BLOCK
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ECB-EMERGENCY CIRCUIT BREAKER
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NCB-NORMAL CIRCUIT BREAKER
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PB1-ALARM SILENCE
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CB2
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2
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LA
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7
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VM
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SIDE VIEW
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BACK-
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PLATE
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GRD-GROUND TERMINAL
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ALT-ALTERNATOR
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AL-ALARM LIGHT
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RC-RUN CAPACITOR
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SC-START CAPACITOR
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TB-TERMINAL BLOCK
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VM-VOLTAGE MONITOR
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SR-START RELAY
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SF-SEAL FAIL RELAY
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RES-RESISTOR
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LA-LIGHTING ARRESTOR
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PTB
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M1
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CONTROL BACKPLATE
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1
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2
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SF
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SF
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TB
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1
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T
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R
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AL
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VM
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PTB
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GRD
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M2
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24
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INNER
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DOOR
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GEN
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RECP
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AL
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10
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NCB
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CB3,1,2
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PDB
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START/RUN
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CAPACITORS
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SR
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1
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SR
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2
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GRD
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LA
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BREAKER
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MTG PLATE
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ECB
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NOTE:
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PLACE MINIMUM 0.8 CY CONCRETE PER FOOT OF DEPTH
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BASIN ON TOP OF ANTI-FLOTATION FLANGE BEFORE
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BACKFILLING EXCAVATION.
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ABS DUPLEX STATION DETAIL
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NOT TO SCALE
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CONTROL PANEL
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NOT TO SCALE
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NOTE:
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INLET HUB DIMENSION IS TO BE DETERMINED FROM
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EXISTING SERVICE ELEVATIONS.
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EXISTING GRADE +4"
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TBD
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VENT
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FLOAT ELEVATIONS WILL BE SET DURING
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CONSTRUCTION AFTER DETERMINING INLET
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HUB ELEVATION.
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THESE DRAWINGS ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT OF THE ENGINEER. VIOLATORS ARE SUBJECT TO LEGAL ACTION.
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FILE: C:\
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OF
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DRAWN BY:
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CHECKED BY:
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SHEET
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DATE
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REVISIONS
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JOB NO.:
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SCALE:
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DATE:
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NO.
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SEALS
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Mount Pleasant, SC 29465
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Phone (843) 884-4496
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www.emseabrook.com
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Post Office Box 96
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1037 Chuck Dawley Blvd.
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Building F Suite 200
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C
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E
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I
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F
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C
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F
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A
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H
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C
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A
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O
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L
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I
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N
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A
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E.M.SEABROOK
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JR., INC.
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NO. C00045
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R
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H
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T
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U
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N
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A
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C
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G
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E
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R
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R
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E
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E
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N
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I
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G
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N
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E
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L
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A
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N
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O
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I
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S
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S
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E
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F
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O
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E.
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M.
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S
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A
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B
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R
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O
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O
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K
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III
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E
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&
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LAND
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SURVEYOR
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8436
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18248-Meggett LLCS DETAILS
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CONSTRUCTION DETAILS
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MEGGETT, SC
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MSH
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EMS
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2018248
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NOT TO SCALE
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APRIL 18, 2019
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3
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3
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LOWCOUNTRY LEADERSHIP
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CHARTER SCHOOL
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1
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BID DOCUMENTS
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JUNE 22, 2019
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ALTERNATE: 72" DIAMETER CONCRETE MANHOLE AND VAULT
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MAY BE SUBSTITUTED FOR EPOXY COATED STEEL STRUCTURES.
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SQUARE
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3. PROVIDE DISCONNECT SWITCH AND CONTROL PANEL AND
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CONNECT TO SERVICE EXTENDED BY OWNER FROM SCHOOL.
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2" HDPE FORCE MAIN
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NOTE: 230V SERVICE IS SHOWN. 120/208V SERVICE IS SIMILAR.
Mickey
EMS III