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Home My WebLink AboutLat_18304PeakCirclei R 70` > 4S n s I �► S w St N:739043.63 3 E:1105789.19 E1 ~ PROPOSED 6 HIGH CHAIN LINK FENCE WITH BARBED WIRE WASHINGTON COUNTY DEPARTMENT OF WATER QUALITY This approval Is for general conformance with the County's requirements for design and layoutout of proposed sewer and/or water system Improvementsrovements or extensions. All ewer and/or water system improvements or extensions shall be constructed in strict accordance with the County's latest addition of the Standard Specifications for Construction of Sanitary Sewers and/or Water Lines. This approval does not guarantee availabilityof sewer and/or water service. Sewer and/or water service availability Is subject to conformance with all rules, policies and regulations established by the County and in effect at the time application for service is made, and/or the availability of allocation remaining in other jurisdictions' facilities that may be granted to the County. This approval shall be valid for a period of TWO years. OWNER! DEVELOPERS: SEWER CAPACITY LIMITATION The allocation of sewer capacity to provide sewer service for the lot(s) ' AI cation Program ram SCAP '. shown hereon is subject to the Sewer Ca ac to ) 1 P dY 9 for the specific allocation of a maximum which establishesprovisions Pe number of gallons per year for all properties to be served by the Hagerstown Wastewater Treatment Plan[ APProust of this Preliminary Plat/site plan is subject to aV IIable sewer capacity tyP permits. The approval of a specific number of gallons of required sewer allocation for commercial subdivisions/lnfill or redevelopment expansions will require verification of the proposed need and/or documentation relative to comparable use, The approval of this plat/site plan is not a guarantee of sewer service, but an indication that the water and wastewater infrastructure plans for the development/site plan have been approved by the City's Utilities Department. Application for wastewater service may be made at final plat/site plan submission. This SCAP limitation may affect the timing of approval of any or all sewer permits. ., .. N/F .l-FCWAf TFR FARM -I I C - .d caul � g STRUCTURE SCHEDULE (INLET) DWN BY STRUCTURE FROM STRUCTURE TO I.D. TYPE DETAIL # TOP ELEV. INV. IN INV. OUTg738616.40 ESA Easting NOTES Al SINGLE OPENING TYPE K 1/G503 670.58 664.31 664.21 1106336.00 MDSHASTDNO-MD375..11 A2 SINGLE OPENING TYPE K 1/G503 6 70 35 w 00 Q �.Z 664.86 1106292.15 MD SHA STD NO. N® 37&11 B1 TYPE A-5' COS 210503 672.90 665,16 665.06 18" 1106375.92 18'INV- IN - 661111 B2 TYPE A-5'COS 2/C-503 674.02 669.45 669.35 669.95 1106298.63 8"SPILTTER INV-OUf = 66884 B3 TYPE A5' COS 2/C-503 674.50 670.05 669.95 670.05 1106196.80 B4 TYPE A-5' COS 2/C503 674.50 667,91 670.55 738671.93 1106094.88 B5 B5 STANDARD WR 3/0-503 671.45 668.01 667.91 738760-45 1106055.02 8"SPILTTER INV.OUT=667.50 B6 STANDARD WR 310503 671.22 SCH 40 PVC 666.22 738867-81 1106081.86 8" SPLITTER INV. OUT 668.30 C1 TYPE A-5' COS 2/0-503 671.57 BIO I 667.61 738866.11 1106443.24 6" D1 YARD INLET 4/0503 669,00 664.35 664.25 738516.25 1106353.72 SLANTED TRASH RACK E-1 YARD INLET 410503 667.50 663.23 663.13 739006.94 1105773.99 SLANTED TRASH RACK HDPE N-12 Et STRUCTURE SCHEDULE (OUTLET) 23.0 12" 663.1363.02 ESA 24" CMP END SECT. MD -370.01 NIA 664.00 738502.41 1106376-05 ESS 24" CMP END SECT. MD370.01 NIA 664.93 738609.60 1106403.14 ES C 15" CMP END SECT. MD -370.01 NIA 667.50 738859.30 1106465.56 ES D 12" CMP END SECT. MD370.01 WA 664.00 738509.74 1106376.56 ES E 12" CMP END SECT. MD370.01 N/A 663.00 739023.95 1105752.89 \\ \ PROP. LIGHT G- \- POLE (TYP.) \ \`t i, i\ t ' ti 1 i 1 ' \ 1 \ \ l .d caul � g DWN BY STRUCTURE FROM STRUCTURE TO s; %{ INV. IN INV. OUT >-105 3 NOTES ESA 2 38.0 24" Iz 664.02 HDPE N-12 STD. CMP END SECT. �}� \\ \ PROP. LIGHT G- \- POLE (TYP.) \ \`t i, i\ t ' ti 1 i 1 ' \ 1 \ \ l PROP. 1,000 GAL. -PROPANETANK N:738727.09CQ:'l GHATTAS ENTERPRISES LIBER GA37E:1105836-09ki; 1433 FOLIO _ r_ CITY OF HAGERSTOWN UTILITIES DEPARTMENT WATER DIVISION This approval is for the design and layout of the proposed water system improvements. All water system improvements shall be constructed to the standards in effect at the time of construction. This approval does not guarantee availability of water service, Water service is available subject to conformance with all policies and standards in effect at the time of application for service, payment of fees and approval of the water service application. The Water Division does not guarantee a specific water pressure or flow at any meter or fire hydrant. This approval is valid for a period of one year. - SIGNATURE DATE WATER ALLOCATION: EXISTING WATER ALLOCATION - 0 GALLONS/DAY PROPOSED WATER ALLOCATION - 200 GALLONSIDAY TOTAL ALLOCATION - 200 GALLONSIDAY ' caul � g DWN BY STRUCTURE FROM STRUCTURE TO LENGTH %{ INV. IN INV. OUT >-105 3 NOTES ESA gwm a_Z h �ZWW 38.0 24" {F o loci :s_s 664.02 HDPE N-12 STD. CMP END SECT. �}� A2 LU 18" 664.86 q C/ >»oy UJ w 00 Q �.Z Bi 22.0 4g OfUJZ Of �_ry ��LI1g � Z II��/� 81 3 PROP. 1,000 GAL. -PROPANETANK N:738727.09CQ:'l GHATTAS ENTERPRISES LIBER GA37E:1105836-09ki; 1433 FOLIO _ r_ CITY OF HAGERSTOWN UTILITIES DEPARTMENT WATER DIVISION This approval is for the design and layout of the proposed water system improvements. All water system improvements shall be constructed to the standards in effect at the time of construction. This approval does not guarantee availability of water service, Water service is available subject to conformance with all policies and standards in effect at the time of application for service, payment of fees and approval of the water service application. The Water Division does not guarantee a specific water pressure or flow at any meter or fire hydrant. This approval is valid for a period of one year. - SIGNATURE DATE WATER ALLOCATION: EXISTING WATER ALLOCATION - 0 GALLONS/DAY PROPOSED WATER ALLOCATION - 200 GALLONSIDAY TOTAL ALLOCATION - 200 GALLONSIDAY PROP. LIGHT � POLE (-fYP.) � Q � t {t z A229 DRAINAGE / EASEMEN LU 3 'A rn ON y 41 C.O. \ �• G 1 STOP / 1 C-501 SIGN F gg 55 LF '' SCH. 40 PVC -- 128,53, z N PROPOSED "� 576 tip 0 WATER METER / •� 4 GAS - l 1111 ¢ LU a / ry Lu S B1 / i� ❑ HEAVY DUTY PAVEMENT FF¢F - O3 U ++co U) W1777�7-71 C3 a "Zia chi < GRAVEL - � 69 LF 6' SCH, 40 PVC 1.0% p r / GRAPHIC SCALE PROJECT 30 0 15 90 80 120 - ! ;r r+ (IN FEET) 1 inch = 30 R Nr r 0 dr _ 4 ! v rt a a SIS 0 VV CAD DWG ' STORM DRAIN PIPE SCHEDULE DWN BY STRUCTURE FROM STRUCTURE TO LENGTH SIZE INV. IN INV. OUT -TYPE NOTES ESA - Al 38.0 24" 664.21 664.02 HDPE N-12 STD. CMP END SECT. Al A2 109.5 - 18" 664.86 664.31 - HDPE N-12 ESS Bi 22.0 24" 665.06 664.95 HDPE N-12 STD. CMP END SECT. 81 82 72.5 18" 669.35 668.62 HDPE N-12 B2 B3 100.0 18" 669.95 669.45 HDPE N-12 B3 84 100.0 18" 670.55 670.05 HDPE N-12 at B5 550.0 24" 667,91 665.16 HDPE N-12 B5 - B6 122.5 23'k14" 668.62 668.01 CLASS IV RCEP B2 ES E 67.0 8" 668.84 668.50 SCH 40 PVC BIO 2 B5 - ES F 54.5 10" 667.50 667.00 SCH 40 PVC BIO I BB ES G 53.0 6" 668.3067.00 SCH 40 PVC BIO I C1 ES C 20.0 15" 667.61[!664.04 67.51 HDPE N-12 D1 ESD 21.0 12" 664.25 HDPE N-12 Et ES E. 23.0 12" 663.1363.02 HDPE N-12 PROP. LIGHT � POLE (-fYP.) � Q � t {t z A229 DRAINAGE / EASEMEN LU 3 'A rn ON y 41 C.O. \ �• G 1 STOP / 1 C-501 SIGN F gg 55 LF '' SCH. 40 PVC -- 128,53, z N PROPOSED "� 576 tip 0 WATER METER / •� 4 GAS - l 1111 ¢ LU a / ry Lu S B1 / i� ❑ HEAVY DUTY PAVEMENT FF¢F - O3 U ++co U) W1777�7-71 C3 a "Zia chi < GRAVEL - � 69 LF 6' SCH, 40 PVC 1.0% p r / GRAPHIC SCALE PROJECT 30 0 15 90 80 120 - ! ;r r+ (IN FEET) 1 inch = 30 R Nr r 0 dr _ 4 ! v rt a a SIS 0 VV CAD DWG ' 17251- DWN BY ALT 20116 CHKBY._. PES 3 r -LECTION DIST. E 13 L -3 SHEETMLE SITE PLAN C-101 SFT 4 OF 13