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Home My WebLink About20161069 Ver 2_C201 8-2-17_20190108ti C) CV z� �L 0_ O U) J c 0 L U E co rn ti 0 CV C> 0) 0) 7 C) CV U c m 0) Z a� U O u✓ 1= 0 c O 2 co U O ZZ" _�-��_ �/ j ' j IZ �jo�� - Storm Structure Schedule Roof Piping Schedule General Notes / \ / \ �� / / / Structure # Type Top Invert Northing, Easting Pipe Size/Mat. Length US Inv. DS Inv. Slope 1. The contractor is specifically cautioned that the location and/or elevation of existing utilities / \ ° as shown on these plans is based on records and where possible measurements taken in / o� / \ OS4 Outlet Structure 807.0 804.0 N 797942.75,E 1524068.89 A 8" PVC 30.0' 813.0 812.7 1.1 /° the field. This information is not to be relied upon as being exact or complete. The B 10" PVC 30.0' 812.7 812.3 1.1% contractor must call North Carolina 811 and any utility that does not subscribe to North � /�/COQ' / \ \ HW1 Outlet Headwall - 799.0 N 797988.37, E 1524248.61 C 12" HDPE 30.0' 812.3 812.0 1.1% Carolina 811 at least 72 hours before any excavation, to request exact field location of the // / \ HW2 Outlet Headwall - 799.0 N 797761.48,E 1524088.91 D 12" HDPE 30.0' 812.0 811.7 1.1% utilities. It shall be the responsibility of the contractor to relocate all existing utilities which W4 / / HW4 Outlet Headwall - 797.0 N 797969.12, E 1524024.13 E 15" HDPE 30.0' 811.7 811.4 1.1% conflict with the proposed improvements shown on the plans. / �- ' ' • / / -800 / F 15" HDPE 30.0' 811.4 811.0 1.1% JB1 Junction Box 814.4 803.4 N 798076.83,E 1524513.15 G 15" HDPE 30.0' 811.0 810.7 1.1% 2. Owner: The Hollingsworth Companies JB2 Junction Box 814.4 806.1 N 797316.52, E 1524537.76 H 18" HDPE 30.0' 810.7 810.4 1.1% Two Centre Plaza 808 JB3 Junction Box 814.4 801.4 N 797563.80, E 1524169.06 1 18" HDPE 30.0' 810.4 810.1 1.1% Clinton, Tennessee 37716 J 18" HDPE 30.0' 810.1 809.7 1.1% Ph. 865-457-3601 _808- � � � \ C11 Curb Inlet 811.5 809.0 N 797969.36,E 1524846.78 K 18" HDPE 30.0' 809.7 809.4 1.1% OS1 �� \ \ C12 Curb Inlet 811.5 805.6 N 798097.46, E 1524655.76 L 24" HDPE 30.0' 809.4 809.1 1.1% 3. Topographic Survey by: Land Development Solutions / / I M 24" HDPE 30.0' 809.1 808.7 1.1% 310 Simmons Rd, Ste K ��/ / - - ° Knoxville, TN 37922 �� Storm Piping Schedule N 24" HDPE 30.0' 808.4 808.1 1.1 /o Ph. 865-671-2281 / p g O 24" HDPE 30.0' 808.1 807.8 1.1% Pipe Size/Mat. Length US Inv. DS Inv. Slope P 24" HDPE 30.0' 807.8 807.4 1.1% _ 4. Lot= 28.8 acres Q 24" HDPE 30.0' 807.4 807.1 1.1% COS4 to HW4 18" HPDE 50.0' 804.0 797.0 14.0% R 24" HDPE 30.0' 807.1 806.8 1.1% 5. Property is located in the City of Mocksville and is Zoned GI. / I M / S 24" HDPE 30.0' 806.8 806.4 1,1% C11 to C12 12" HDPE 230.0' 809.0 805.6 1.5% T 24" HDPE 30.0' 806.4 806.1 1.1% 6. Utilities: Water: Mocksville Public Works Sanitary: Mocksville Public Works C12 to JB1 12" HDPE 143.8' 805.6 803.4 1.5% U 8" PVC 30.0' 813.0 811.2 6.0% Phone: 336-751-2519 Phone: 336-751-2519 E JB1 to HW1 18" HDPE 278.9' 803.4 799.0 1.6% V 8" PVC 30.0' 811.2 809.4 6.0% I I 802 W 10" PVC 30.0' 809.4 807.6 6.0% Electric: Energy United Gas: Piedmont Natural Gas I / I -504 I JB2 to JB3 24" HDPE 430.0' 806.1 801.4 1.1% X 10" PVC 30.0' 807.6 805.8 6.0% Phone: 336-751-2136 Phone: 704-797-2215 BnS JB3 to HW2 30" HDPE / 225.0' 801.4 799.0 _1,1% Y 10" PVC 30.0' 805.8 804.0 6.0% 802 �Op_ Z 12" HDPE 29.3' 804.0 801.4 8.9% 7. Setbacks: AA 8" PVC 30.0' 813.0 811.6 4.8% Front: 40 Feet / HW2/ \ \ BB 8" PVC 30.0' 811.6 810.1 4.8% Rear: 50 Feet 800 \ \ \\ \ \\ Side: 20 Feet 882\ \ CC 10" PVC 30.0' 810.1 808.7 4.8% DD 10" PVC 30.0' 808.7 807.2 4.8% 804\\ \ \\ O / / - 806 - - - - - - \ \ \\ EE 12" HDPE 30.0' 807.2 805.8 4.8% // / I gOg - \ \ \\ \ \� FF 12" HDPE 30.0' 805.8 804.4 4.8°% Grading Notes I 08.0 08.4 08.0 08.4 08,0 \ \\ \ GG 12" HDPE 17.8' 804.4 803.4 5.6/0 \\ / \ \ \\ \\ 1. Existing contours shown are the finished grades from the Rough Grading plans(Sheets -Curb Cut Curb Cut --/C300 \\ \ C300 to C308 dated 5-19-17). The grades shown are finished grades. Contractor shall Curb Cut / / J i \ \ \\ / \ determine subgrade elevations by examining typical pavement sections, the building co \ \\ \ -� drawings and the landscape drawings. 810 - ,A 2. All disturbed areas not scheduled to be paved shall have a minimum of 3 inches of topsoil placed on them and shall be seeded as specified. / p tiv q, \ / \ \\ \ 3. All grading construction practices shall conform to all NCDENR standards. \ 4. Maximum topsoil thickness for slopes steeper than 3:1 shall be 3". 5. Lot= 28.8 acres 6. Temporary seeding is required when grading operations are temporarily halted for over 14 \ 0 \ days, and on soil stockpiles. Permanent seeding is required when grading operations are completed and/or construction operations will not impact the disturbed area. Seed areas that show signs of excessive erosion. 814 197 Line Z \ \ \ \\ - - - - T- 7- - - - JB1 \ \ 7. Contractor shall provide an As -built Survey of the building location, finished grades, � pavement limits, storm drainage, and utilities conducted by a licensed land surveyor. JB3 1 r r4.5x T � 1111.0 11.0 r � � I '14.5X T \ \ \ i \ C9 \ 14.96 14.96 14.96 % 13.6 20\ \ \ \\ Drainage Notes Line AA Line BB Line CC Line DD Line EE Line FF� LineGG 14.5 TC=14.2 13.2 \ \ \ \\ Line Y Line W Line V Line U x BC=13.7 1. All storm lines on this sheet shall be HDPE 'S' corrugated pipe Line X \ with smooth interior, unless otherwise noted. \ 2. All storm lines in paved areas shall be backfilled to pavement 818 subgrade with #57 stone. \ 3. All trenching and shoring shall comply with OSHA standards. co 4. Storm lines and structures shall be constructed as soon as X � possible. Inlet Protection shall be used around structures as 14.5 C12 HP needed to minimize the silt entering into drainage system. Inlet TC=13.1 Protection shall be removed after permanent vegetation or other BC=12.6 19.0 X 81 � ground cover is established or constructed. All silt shall be CP \ removed from structures and lines. 82G \ 5. Pipe lengths and slope are measured from center of structure to 1 \ center of structure. TC=14.4 0 BC=13.9 TC=BC .96 =14.1 0 14.7 rn I JB2 X 14.5 14.5 FFE = 815.0 :.ON I 14.96 Line S Line R Line Q Line P Line O Line N Line M Line L Line K /I Line J Line I Line H FLine G Line F Line E Line i 14.96 14.7 13.6 13.2 13.4 13.8 13.9 x TC 14.7 13.6 13.4 13.2 TC=13.1 l C11 BC=12.6 \ � x �Z6 15.6 \ \ Earthwork Quantities \ These Quantities are based on the original contour information compared to the Erosion Control final grades shown on Sheet C304 for building ND -170-17. General Earth Cut: 76,700 c.y. (Bank Quantity) General Earth Fill: 72,300 c.y. (Compacted Quantity) Assuming shrinkage of 15%, / the total material required for / the compacted fill quantity of 72,300 c.y. = 83,150 c.y. (Fill) / 14.5 / / / X �p � / D Line C Line B Line A TC=14.2 j BC=13.7 13.2 1 Al.96 14.96 13.6 / x x x -1---1�5L il- -� --1 --1---L--1 -_ --1 14_51---L--1 -� --1 --1---L--1 -1�5 -J / Line T 810 - _� /� �`/� APPROVED BY PURCHASER / TENANT APPROVED BY DEVELOPER / SELLER -- - 901 -- 900 - OH- N 900 901 80.55 + TC=92.35 BC=91.85 Legend Existing Curb Line Existing Contours Existing Catch Basin Existing Storm Line Existing Overhead Power Lines Existing Power Pole New Building Edge New Curb and Gutter New Curb New Storm Sewer New Catch Basin New Junction Box New Contours New Spot Elevation New Top & Bottom Of Curb Elevations .0 Q L.� O Cn U z p -� O m U) _ -1 C rrO � vJ O !Z COCY) 04 � W LU Z �U) N W OZ U_ J J U LU OW J ZJ� Q>N O roti Z Y C: H00 N oma 57 N � E� U) �Z O 1 > N � co s= o Co J C`7 C 0 T) m 0 Z Drawn By CDB Checked EJB Approved EJB Job No. 217045 1 "=40' 8-2-17 Scale Date C201 61 Sheet No.