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HomeMy WebLinkAboutNCG140476_Curtin C-02 EX COND_SITE PLAN_2019-09-13_10/1/2019GENERAL NOTES 1. BOUNDARY & TOPOGRAPHIC INFORMATION TAKEN FROM A SURVEY ENTITLED "ASBUILT SURVEY FOR CURTIN REALTY & INVESTMENTS, LLC" PREPARED FOR: CURTIN REALTY & INVESTMENTS, LLC, LOCATED NEAR GROVER, CLEVELAND COUNTY, N.0 PREPARED BY TGS ENGINEERS. DATED JUNE 26, 2019. / 2. THE LOCATION OF EXISTING UNDERGROUND UTILITIES AS SHOWN (IF ANY) IS APPROXIMATE ONLY, / UTILITIES MAY EXIST WHICH ARE NOT SHOWN. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL / PUBLIC OR PRIVATE UTILITIES WHICH LIE IN OR ADJACENT TO THE CONSTRUCTION SITE WITHIN THE LIMITS OF ANY GRADING OR EXCAVATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING / \ AT HIS EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. / G� 3. ANY ONSITE UTILITIES DESIGNATED TO BE RELOCATED, AS REQUIRED FOR CONSTRUCTION, WILL BE / �`S�� �in, DONE AT OWNER'S EXPENSE. CONTRACTOR TO CONTACT CITY OF KINGS MOUNTAIN AND ANY APPLICABLE UTILITY COMPANIES PRIOR TO RELOCATION. / I 4. DAMAGE DONE TO ANY ITEMS NOT SHOWN IN THESE PLANS TO BE REMOVED, ADDED, OR REPLACED L _ SHALL BE REPAIRED/REPLACED AT THE CONTRACTOR'S EXPENSE. SITE NOTES / 1. BEFORE YOU DIG, STOP. CALL THE NC ONE -CALL CENTER AT 1-800-632-4949. ITS THE LAW. EXISTING UTILITIES ARE SHOWN / / / // �� / / \ \\ \') FROM THE BEST AVAILABLE INFORMATION AND ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THESE I AND OTHER UTILITIES BEFORE STARTING CONSTRUCTION. NOTIFY UTILITY LOCATING COMPANY (ONE CALL @ 1-800-632-4949) OR INDIVIDUAL UTILITY OWNERS FOR UNDERGROUND LOCATIONS AT LEAST 48 HOURS IN ADVANCE. 2. CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, RIGHT-OF-WAYS AND UTILITIES, PUBLIC OR PRIVATE, BEFORE WORKING IN THESE AREAS. 3. CONTRACTOR SHALL PUT INTO PLACE SUCH TEMPORARY EROSION CONTROL MEASURES AS INDICATED ON THE PLANS. THESEMEASURES SHALL BE INSPECTED AND CNSTRUCTION PREVENTING EROSION MATERIAL AND SEDIMENTDFROMING D SCOARG NG FROM THOPERATION WORK AREA.HIFIREQU REDVAND ASIDIRECTED / /I / EX. 84" CHAINLINK / I / / BY THE CITY INSPECTOR, ADDITIONAL TEMPORARY EROSION CONTROL MEASURES SHALL BE INSTITUTED AND INSTALLED. // / } / / / / \FENCE 4. UNLESS EXPLICITLY SPECIFIED IN THESE PLANS, ALL CONSTRUCTION SHALL BE COMPLETED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF KINGS MOUNTAIN STANDARDS AND SPECIFICATIONS AND ALL OTHER APPLICABLE REGULATIONS ANDGUI DOTEVENROTBETWEEN MED IN THE PUBLIC RIGHT-OF-WAY SHALL BE DONE TO THE BE SPECIFICATIONS OF OF A DISCREPANCY TWEEEN THIS APPROVED PLAN AND THE APPLICABLE REGULATIONS THENCDOT. NHE L // GUIDELINES, THE MORE STRINGENT SHALL APPLY. /// �///»> / / 7 5. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE UPON COMPLETION OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION. DEBRIS SHALL BE DISPOSED OF IN A PROPER AND LEGAL MANNER. CONTRACTOR IS RESPONSIBLE FOR ANY FEES. 6. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL DUE TO CONSTRUCTION OPERATIONS. ALL STREET SURFACES, UTILITY POLES, CULVERTS, DITCHES, CURB AND GUTTER OR OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER AS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED BY THE CONTRACTOR IN ACCORDANCE WITH THE APPROPRIATE SPECIFICATIONS. 7. ANY AND ALL QUANTITIES SHOWN OR IMPLIED ON THE PLANS ARE FOR ESTIMATION PURPOSES ONLY. 8. BUILDING DIMENSIONS SHOWN ARE APPROXIMATE. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS. �g6 X. PAY ED­-PARKING ARE REGUAAR --S-P CES EVER / / Y�ANDICAP SPA DE ,DE PUM� TION G / s o / \ \ \ % // I l M / 965 \�� \ 9�� I I f `\\\� EX. STORMWAT \ / BASIN \ h \I 961 oo DISCHARGE EX. WATER \ \ / /% \\ \\ /JIL, i���/\�/POINT#1 METER" �cEX. GRAVEL Q1' x///� l \ \j/ APARKING AREA1� P TAPLL �Ex T / ^ vA�VE� c, ��/ / / �// //ice /i—\�\\\�\\ \\ I / �n 94 NCGS "VALVE" — /SS ✓ \ \ 9�p� / �� �� / / /� j\Em GRID COORDINATES// //� / / \ \ N:530640.05USFT E:1278721.19USFT ELEV: 970.90 USFT !� l 1976— g6g 978J ss — 11 I I I I I II\III I �� EX. -S��T / I IIII I � I II II III II � BASIN S I IIII I I� L / III E'. 89'° \ �\ \ = �\ EX. GRAVEL / _ — — -9��\ O•HAINLINK FENCE ,/ -� — \\ \ j RKING Al A j/EX. POWER TBANS�-POR-MER- -982 983-1131 8„ RE AR (BEGINNING OF DB 1765 PG 697) g80 961 1 / 983 gg6 �7 41*X. SSC EX. MANHOLE 6 T J �998 994� 983 'i 982 { 3p • — — — g81 980 EXISTING CONDITIONS SCALE: 1 "=80' 1 =t'_CAIP1 PROPERTY LINE (PL) CA�ry CATV BOX RIGHT-OF-WAY LINE © ELECTRIC SWITCH SETBACK LINE t0 ELECTRIC TRANSFORMER UTILITY EASEMENT ❑t ELECTRIC STRUCTURE A A 4" PVC OVERFLOW ui ORIFICE W/ SCREEN X w 8" THICK CONCRETE PLAN VIEW PROP. 2,000 GAL WALLS STORAGE TANK 30.0' io 20.0' 0 CYD 7_ o 8" THICK CONCRETE �� SLAB SLOPED AT 10% SECTION A -A AGGREGATE 4" PVC OVERFLOW COLLECTION AREA ORIFICE W/ SCREEN a a as a va a as � a ° d a � ° a a ° a a ° a �' a a a d a °a J a °d a ° a a a CONCRETE WASH OUT GENERAL NOTES 1. EXISTING WELL NEAR WASHOUT IS NON -POTABLE IS IS ONLY USED FOR PROCESS WATER WITHIN THE PLANT. ALL DOMESTIC SERVICE FOR THE PLANT COMES FROM A MUNICIPAL TAP IN A WATER MAIN ALONG NC HIGHWAY 29. X. GRAVEL PARKING A SCALE: 1 "=5' EX. GRAVEL PARKING AREA PROP. CONCRETE u PROP. NON -POTABLE WATER INE FROM WASH AREA TO `r CONCRETE PLANT EX. DOMESTIC r WATER SERVICE FROM MUNICIPAL SOURCE EX. POWER TT SITE PLAN SCALE: 1 "=40' PROP. 2,000 GALLON STORAGE TANK J,f. NON -POTABLE ELL PROP. NON -POTABLE WATERLINE FROM WELL TO CONCRETE PLANT PROP. 50'X15' AGGREGATE STORAGE BINS en 00 Elf con con (25 PERMIT REVIEW PLANS 00 1- . 2 V1 a a as a va a as � a ° d a � ° a a ° a a ° a �' a a a d a °a J a °d a ° a a a CONCRETE WASH OUT GENERAL NOTES 1. EXISTING WELL NEAR WASHOUT IS NON -POTABLE IS IS ONLY USED FOR PROCESS WATER WITHIN THE PLANT. ALL DOMESTIC SERVICE FOR THE PLANT COMES FROM A MUNICIPAL TAP IN A WATER MAIN ALONG NC HIGHWAY 29. X. GRAVEL PARKING A SCALE: 1 "=5' EX. GRAVEL PARKING AREA PROP. CONCRETE u PROP. NON -POTABLE WATER INE FROM WASH AREA TO `r CONCRETE PLANT EX. DOMESTIC r WATER SERVICE FROM MUNICIPAL SOURCE EX. POWER TT SITE PLAN SCALE: 1 "=40' PROP. 2,000 GALLON STORAGE TANK J,f. NON -POTABLE ELL PROP. 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