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Page | 011 SOURCE: PACRIM ENGINEERING 2023 DUDEK FIGURE 2 Nighthawk Site Plan Nighthawk Energy Storage Project Project Fire Hydrant Existing Fire Hydrant Fuel Management Zone 200-Ft wide Zone A 60-Ft wide Zone B 20-Ft Fire Break WV TA3LE B CONSTRUCTION NOTES WV T . II. PCRIM[T[R WALL ELEVATIONS ,0 ELEV.T.O.F LO ELEV .O.F HI) ELEV. R f m CURB r n r n , ELEV. T.O.W (HI WV ~---~~~~ E T T 858.99 85S.99 872.99 CD cONsrnucT ASPHALT ROAD; 4"Ac/ n.s 858.99 >iii 858.99 "" ~"' = 872.!1':l YES 859.66 859.96 872.99 YES 873.66 '" (D CONSTRUCT Cf1⁄4VEL ~CAD; CRAVE_ SECTION TBD WV . 858.99 WV WV 859.66 YES 860.32 860,64- 873.66 YES B7U2 WVWV WV WV WV WV 860..)2 YlS 860.99 86U1 8/U2 ncs il/4-,99 Q) CON'.:ilHUCI o· IHK:K GR1Wl_'.:iUHfACl LJ\YlH . 860.99 NO 860.99 861.79 87L,99 874.!1':l :;;;;:==:t4---+-.\..--==:;;::::::;;::('.!):::;;:::====::....,----i--.:..==:;;;;::==;;;:::::::;;;:::::;;;;::__j~--=·==.·~::::,;c;:c-~ ! ~ -- •-•-•-•-•-•--+ WV " W V WV WV WV 860.99 YES 861.66 861.97 87L,99 Y C ' S 875.66 © ~~s:c~ll~cyi5N~0s1~~T~~RG_~ :~O'./ WV 861.66 YES 862.32 882.56 875.66 YES 876.32 -~-----~::t....".:....__11-;::;;:::::=--x . 862.32 YES 862.99 863.31 876.32 YES 876.99 ® ~~s:c61E~ ~i3N~0siii~T6~~-1: tJ" ~OOFIED G 862.99 YES 863.66 863.83 876.99 YES 877.66 WM WV 863.66 YES 864-.32 864.49 877.66 YES 878.32 © ~~s:c61E~c~c:SriN s~~- NO. 0-29 WM WV . 864.32 YES 864.99 865.16 878.32 YES 878,99 W M 864.99 YES 865.66 865.113 1178,99 YES 879.66 0) CONSTRUCT IB'¢ STCffl.l CWJN RCP PIPE MB X 865.66 NO 865.66 866.16 879.66 N{] 879.66 I. 865.66 YES 666.32 866M 879.66 YES 880.32 ® ~~s~c61E~Xc6'u~R~OD~/~~AN~6gTYP[ "A" 866.32 YES 866.99 867,16 880.32 YCS 866.99 YFS R67.66 880.99 YFS ® ~~S~C~IE%N~~~irr~~Al[)Wt~~-•t•-31 867.66 YES 868.32 -46~~ 88',66 YES oorn X " 868..)2 YlS 569.66 I/A 882,.)2 ncs 885.66 @) CONSTRUCT ~JLTI-USE 3ASIN Ffl DcTAIL Al SHEET C-6 869.66 YES 870.32 883.66 YES 88U2 " 870.32 YES 870.99 86U2 YES 86 4.99 ® ~~sg~c6/'~w::_T ;;t~cz.f8~~\ 870.99 YES 871.66 88L,99 YES 885.66 871.66 YES B72.32 885.66 YES B86.32 @ ~~sgic6r6~~~ ~ r A iJ G. NO. " f / - 1 0 8/2.j2 YlS 8/L.99 8BU2 ncs 886,99 872.99 YES 573.66 886.99 YES 887.66 873.66 YES 87+.32 "' N// 887.66 YCS 888.32 874.3? Yrs 874.99 N/A 888.3? YFS 83899 ® ~~s~c~IE~~~~ui~~l~8w~~Ni6. ~-~ 874.99 YES 575.66 NA 888.99 YES 890.32 @ CONSTriUCT 12' IIIGII c~u PCRl~L=R WALL ANJ rOOTING 875.66 NO 675.66 NA 890.32 N{] 890.32 PFRSTRUCTURAI 875.66 NO 875.66 N/A 890.32 890.32 874.99 YES 875.66 N// 888.99 YCS 89D.32 "' ® CONSTriUCT 6"¢ PCR-OAATCD FYC ~IP[ 874.99 NC 874.99 N/A 88899 "' BilB.99 874.32 YES 874.99 NA &lS.32 YES @ CONSTRUCT 12' HIGH X 20" \\'IOE ~ANUAL SWING GATE """' YES ~ NA YES "'"' @ CONSTRUCT IB" RCP PIPF nRCf' INln R7?.3? YES N/A = '1:S PERSEPAR.HDETAIL ao,,o NO rn" N/A NO 870.99 YES 872.32 N/A 885.66 YES 886.99 @ CONSTRUCT 17' HIGH CHAI ~ IINK F0 N<:F 869.66 n.s 810.99 N/A 88U2 ncs 88~.66 8&fU2 YES 869.66 N/A 882.99 YES 88U2 @) PROECT IN Pl.,\CE 866.99 YES 868.32 N.IA 86',66 YES 862.99 866.99 NO 866.99 N// 88",66 881.55 @ REIKJV~ INTER0 ERING PORTON OF EXISTING I1.P:.:CVE~E'iT 865.66 YES 866.99 N/A 880.32 Y "' E S BSl.66 865.66 NO 865.68 NA 880.32 N{] 88Q.32 @ 861.32 YES 565.66 N/A 878.99 YES 88Q.32 864.32 NO 86+.32 N// 878.99 878,99 86).99 YFS 86UJ N/A 877.66 Y " F ' S 878.99 GRADING CONSTRUCTION NOTES 862.99 NO 862.99 N/A 877.66 N{] 877.66 ""'" YES N/A YES """' NO = N/A = N{] nm@) CONSTRUCTCUTSLOPE YES NA YES 860.32 NO 860.32 N/A 87L,99 Nil 874.99 @ CONSTRUCT 0 ILLSLCf'E 860.32 NO B60.32 N/A 87L,99 "' 87 4,99 Yl:i N/A ncs @ CONSTRUCTATLCCATIONSHOWN PERPLAN 857.66 YES N/A YES YES ""' NA " YES @ CONSTRUCT i\T ELEV/\-ION SHOWN PER PLJ..N 856.99 NO 856.99 N/A 87',66 NO 871.66 856.99 NO 856.99 N/A 87',66 871.66 8:-6.99 NC 8J6.99 N/A 8/'.66 "' NO 8/1.66 856.32 YES 858.99 N)A 870.32 YES 871.66 GENERAL NOTES 856.32 NO 856.32 N// 870.32 87D.32 855.66 YrS 556.3? N/A 869.66 Y"F'5 B7D.3/ 855.66 NO 855.66 NA 869.66 N{] 869.66 1 I H l f-OLLOWINC lllSCHll:JlS GlN~HAL INCOHMAIION Or 855.66 NO NA 869.66 N{] 1369.66 THE MJL-I-US~ BASIN: occ= NO N/A NO = N/A N{] A) THE BASIN SHALL BE USED FOR DESILTINC NO N/A = "'""" Nil PLRPOSES JURING THE CONSTRUCT ON PERICO 8'.l~.66 YLS 6'.l6.J2 N/A 869.66 YLS 8/~_j2 856.32 NO 656.32 N/A 870.32 NO 87G.32 856.32 YES 856.99 NA 870.32 YES 870.99 856.99 NO 856.99 N/A 870.99 870.99 856.99 NO 856.99 N/A 870,99 "' 87Q,99 8:-6.99 NC 8b6.99 NA 810.99 "' NO il/Q,99 856.99 NO 858.99 N/A 870.99 Nil 870.99 856.99 YES B57.66 N// 870.99 YES 871.66 857.66 NO 857.66 N/A 87'.66 871.66 857.66 YES 85B.32 N/A 87".66 YES "' 872.32 8t>8.j2 YlS 8b8.99 N/A 8/2.j2 ncs 512.99 EARTHWORK QUANTITY 858.99 NO 658.99 N)A 872.99 NO 872.99 858.99 NO 858.99 N// 872.99 872.99 858.99 NC 858.99 N/A 87?99 "' 87').99 306.619 . 858.99 NO 858.99 NA 872.99 "' N{ ] 872.99 23,'66 858.99 NO 658.99 NA 872.99 N{] 872.99 858.99 NO 858.99 N/A 872.99 "' 872.99 4-6• DROP FROM CURB CUT TO APRON 50 50 100 150 SCALE, 1"- 50' CURB CUT EXCAVATEDSL (SHOWN AT 1H MIN 18" MEDtAWITH MIN 5IN/HR FILTRATION RATE SATURATED STORAGE (OPTIONAL) 6 FILTER COURSE LA 12 AGGR GAT STORAGE APRON FOR ENERGY DISSIPATION' 2" MIN FREEBOARD 3 SHREDDED HARDWOOD 6 MIN TO 12" MAX MULCH SURFACE PONDING MAINTENANCE CLEANOUT ;;._~c;::DEDJ -~'II- MIN 3"AGGREGATEBELOWUNDERDRAJN 6 DIAMETER rERFORATED UNDERDRAIN EXISTING UNCOMPACTED SOILS CfT,'Jl 1\1: MIJ[TI USE BI\SIN PER COll~TY QF SC 3F 1 BIOFIITR/\TIQN
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