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Home My WebLink AboutD-234701T -7� > TOP DEgD QUARRY SPA LLD PAD > STO GE L= 10', W=7', D=-,' > 3-60 A, "v CYD) 1Y un I_E. 12-T10 00-go" Fj 9-60 L6 QUARRY SPA-L PAD C4 SEA. 17+76.1, 90.6' RT_ L=10', W=7', D=,' L9 PIT, < Z) L8 STA 18+50.51 127,9' RT. Z:z PC V-DITCH E: Q0 STA 18-94.0, 137,9' 'R7 < PT V-oc� < T -7� > W.C_ PCXD ', �GG-PRi%7 CJRVLE TA-_-Li: C,)RVE 1 RADIUS C i0 00 9,-8" 1 52'36'33" C2 i 16 .CO' 149' 273-00' C3 1 l'o OG: 32 87: 314� OAKESDALE klE SW EXTE SiON-PHASE ;F I I CONCRETE INTE, DIRAFAAG-E Pi-AN' AND STA 17+75, 325 LT. -4+65 -0 STA. 19-. 40 'M 17A2 C3 TYPE I ce TA, + I.E. I_E_ (OUT) E 14,35, STA 15+50.0. 37.1 LT_ STA T6*50, 325° 0 RIM 15.60 IRV 16 LE (OUT) 13.67 111, E VA 1, ILD U. "'9 k Q- _75 4� REMOVE EX- CB CONCRE7E S7A �M,=32�5' REMOVE EX. PIPE. 22LF FFvZVE EX �a 1-0 PLUG Ek PPE c, REWME EX. PPE, 35LF R5,11, '� 7�74 1 6 OAKESDALE AVE. S.W. il, 'GJT) E 14.64 0 PLUG EX. P4P_l_ 1 0 1 :< 16+00 T17400 -18,00 1 w CB TYPE 2 - XGT'15 IWE s f J _La� CP cm C9 TYPE I - -0 * STA -16+50, 32-S' RT C3 ;YPE RT, STA 17,75, 32.5' R-1. V Rk-FLE (�A::) 7 SiA 19 R I +CO3 32,5' - - - - - - - - - - - 34 LF 12'0 LOPE G a 0.588% A L2 C2 ACCESS RAMP STA. 15{x97.0, 83.4' RT. 7H,IV MAX, SLOPE - q RAD. PT. L- PLACE 4- COMPACTED DEPTH CRUSTED ROCK SURFACING TOP COURSE OVER 12" DEPTH QUARRY SPAl.LS ON ACCESS ROAD- (ABOVE > C STA 17 +9,.6, 7+91�6, 99.6' RT. S0LESLOPE VARIES __ LE. 11.60 TOP DEgD QUARRY SPA LLD PAD > STO GE L= 10', W=7', D=-,' > 3-60 A, "v CYD) L5 I_E. 12-T10 00-go" Fj 9-60 L6 QUARRY SPA-L PAD C4 SEA. 17+76.1, 90.6' RT_ L=10', W=7', D=,' L9 PIT, BEGIN V-DITCH L8 STA 18+50.51 127,9' RT. PC V-DITCH STA 18-94.0, 137,9' 'R7 PT V-oc� C3 STA 15.3-.0, 36_4 R7_ S_.A I.E. 13-61 ILE- I 1.6w CAP P;PE END nUAR;RY S-AI! L -AD L=10 , A 71D= W.C. PO%D I =o0TPR:NT 1-ME TABLE P, W_ C3 TO ADEN LiNE DIR TANC S4AZI 1 _Ll �EPW L2 N09'1 3'08-E 1 L3 4 NO--, f, 53 W I L4 I N0223'53-E ,L5 I NO3'16*53-W lfi N8'32'05-E 17 S073*09'01 "E L8 1 S16'50 59"W L9 ! ;S03*16*53"E 1 i�5 -r 1 LID _ 5*26'59 - Ll I I S62-57-26'"W 1 2 i N88'2 4"i i 1 0-00' 26,94* 33.37- . 30.31' 1 26.42' 1 59.53 MOP 53.43' 71.7P 224 7 28.39' 0 0 1 + - W.C_ PCXD ', �GG-PRi%7 CJRVLE TA-_-Li: C,)RVE 1 RADIUS C i0 00 9,-8" 1 52'36'33" C2 i 16 .CO' 149' 273-00' C3 1 l'o OG: 32 87: 314� OAKESDALE klE SW EXTE SiON-PHASE ;F I I CONCRETE INTE, DIRAFAAG-E Pi-AN' AND STA 17+75, 325 LT. -4+65 -0 STA. 19-. 40 'M 17A2 C3 TYPE I ce TA, + I.E. I_E_ (OUT) E 14,35, STA 15+50.0. 37.1 LT_ STA T6*50, 325° 0 RIM 15.60 IRV 16 LE (OUT) 13.67 111, E VA 1, ILD U. "'9 k Q- _75 4� REMOVE EX- CB CONCRE7E S7A �M,=32�5' REMOVE EX. PIPE. 22LF FFvZVE EX �a 1-0 PLUG Ek PPE c, REWME EX. PPE, 35LF R5,11, '� 7�74 1 6 OAKESDALE AVE. S.W. il, 'GJT) E 14.64 0 PLUG EX. P4P_l_ 1 0 1 :< 16+00 T17400 -18,00 1 w CB TYPE 2 - XGT'15 IWE s f J _La� CP cm C9 TYPE I - -0 * STA -16+50, 32-S' RT C3 ;YPE RT, STA 17,75, 32.5' R-1. V Rk-FLE (�A::) 7 SiA 19 R I +CO3 32,5' - - - - - - - - - - - 34 LF 12'0 LOPE G a 0.588% A L2 C2 ACCESS RAMP STA. 15{x97.0, 83.4' RT. 7H,IV MAX, SLOPE - q RAD. PT. L- PLACE 4- COMPACTED DEPTH CRUSTED ROCK SURFACING TOP COURSE OVER 12" DEPTH QUARRY SPAl.LS ON ACCESS ROAD- (ABOVE > C STA 17 +9,.6, 7+91�6, 99.6' RT. S0LESLOPE VARIES __ LE. 11.60 TOP DEgD QUARRY SPA LLD PAD > STO GE L= 10', W=7', D=-,' > 3-60 30LF 8"0 LCPE 0 -1.677. STA 18" 18.0, 1 12.3' RT. L4 L5 I_E. 12-T10 00-go" Fj 9-60 L6 QUARRY SPA-L PAD C4 SEA. 17+76.1, 90.6' RT_ L=10', W=7', D=,' L9 PIT, BEGIN V-DITCH L8 STA 18+50.51 127,9' RT. PC V-DITCH STA 18-94.0, 137,9' 'R7 PT V-oc� 76 NdLUME >32,d70 CF, 3607. OF REOU:RED- NOS , BOT'OM 2,893 SF TGP OF DEAD STdi?AGE L� > 12,823 SF, > 12 TIMES RE OD AW-k 45 LENGTH TO WIDTH WID: >6LAW v O 700.30 -- 5' WIDE Bt-)}2M TOP ,OP El_,T14.601' 0 AND PLACE SAN QUARRY SPALLS IN DOTTED AREAS ONLY(-- I C4 1 DEAD STORAGE ELEVATON) DEAD STORAGE ELEVATION) REGRADE PER DWG Wl QUARRY SPA;,;- PAD- L=21G', W=5', D=0.7' I C5 16.00* ',4m57' 52'-0'06 :x 4 6i S. vl C6 10.00- j 20-67- :1-�8-24'25- 4 TOP DEAD STORAGE 13.cp Z5 4 . it- - ------- ------- ----------------------- ------ - ----------- ------ -------- ----------------------- -------- --- - ---- --------- ------ ---- ------- --------- ---- ----- --------- --------- ---------------- --------- --------- --------- --------- --- ----- ----- ------ -- - ---- ........ 4V<�A PHASE 2 CONSTFUCT)CM PHASE I CONSTFUCTION a 70 Ouc.) 30: cli OD to: ol q dD CD r� 90 n: C14 c� - p to Y:uj c):2: + P��. :2 to io 25: !a u ..... ... ........... ...... ................ ..... � ...... --- --- ------------------- � --------- 66 3: Z.-.Y ir: + bi 0 - O t2 i Ld z. r_ 0 : . , - p : - I z &i a- k > LL3 0 - + t < Z: _j LJ tj LLJ :2G tr) if) p co'< 20: m 0-20 LjLjLj• P.. - ........ Ll? ............... ....... ------------------ cn cL 0- 0.5m 125LF,W0 LCPE 0 0-328%- '5- 12 5LF 1211 DI ®0 -192% 5 P.S.E. PROP. 6'16 V-P• ,GA q — — — — — — — — — — — - I9LF 12'0 b — — — - - — — - — — — — — — — — — --- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — - 0.0500% i I v 108--o METRO SS- --------------- --------- ...... ............... 7-2 0 M 71' -------- �_ 7 '6 "0 J. ...... I JUCPE� IfA-F 12 (JOP VIVN [WLY) w — — — — — - — — — — — — — — — — — ........................................ 5 Lr), ------ (5 --------- 6 -- ------ C) 0 CD :(D 0 ........ ......... J4� ........ �b.... 4 O:C:) n, .... ... ... .... WY cw er C)o a 020:0 01:0- 0 0 -0 ;5�_o " -__ -0) , LIZ- jj_ 9 M'o— —1 — __c_?-' (D' If) 0: f 00:,z rl:.6 r':.6 q 144:40, 14- r'- 8 0 45+20 t5-f60 -16+00: 16+40 164-80 17 +20 17+60 18+00 18+40 118+80 1.5 20 W; D-23, ol ROLL 157 0 35 24Y