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i <br /> 5TA 10+42.64 BIRD ROAD = CON5TRUCT 512 LF±OF TIE PROPOSED SHOULDER STA 1502.89 OFFSET Ib.00' LT APPROXIMATE LOCATION OF EXISTING SAN JOALi11N <br /> 5TA 1+130.94 OFFSET 7.92' LT 5TA 8+70.85 STA 2+00 PLANT ENTRANCE 40' WIDE PAVED ROADWAY INTO EXI5TIN6 DIRT ROAD ' END 100' TRANSITION EIME7 RHONE LINES COUNTY R16K OF WAY <br /> BEGIN A66 BASE 5HOI1L0 CONFORM TO EXISTINVCY FROM 5TA 9+80.85 TO 14+42b9 <br /> CONFORM TO EXISTING <br /> 5TA II+06b9 OFFSET 20' RT 5TA 15+42.89 OFFSET OA' + ' ' " '5TA 15+99b3 OFFSET 16,00' RT ..--• " `-"". <br /> STA 4+80.85 OFFSET 20' LT CONSTRUCT 101 LF.t OF <br /> SECTION OORNER <br /> � _.. 32' WIDE PAVED ROADWAY <br /> ,. EVD CURVE RETURN BM RI - EJ=V = 2"16.19 EVD OF CURVE RETURN <br /> END 150' TR4N151TION - , . ', -. c .�>,s - "` s REMOVE 52,400 SF.±OF EXISTIN6 ROADWAY FROM STA 15+92.89 TO 23+00 .. . <br /> SAW-VT 20 LFt - <br /> OF EXISTING AL 5TA 1402,9 OFFSET 20' LT ` ' �' � "" � FROM 5TA 8+30.85 TO ETA 23+00 <br /> BE61N 100' TRANSITION ._ WARNING Q <br /> . N 2 3 EACH 18'0 HI6H PRESSURE WATER MAINS . . . . _. .. . . - O <br /> i 1 CAL HETCH NETC 4Y WATER DEPARTMENT + <br /> Iso TRAN5ITION a ti 100'TRANSITION PRIOR TO ANY CON 5TIWTION <br /> .. as .a \ IN�• < a . . J y�y �1'el5'c. ]i 1 <br /> - _ �- _ _ � _ ...�.-.✓�-k a-C . -. 'E. t. "�. - � a,e ;.` t „�.^4 .+ „.t= Y' ;, a ':5''r .._� �a^ye^.^FF+T;•;2' _ .^ <br /> W <br /> x a `c,.F` \i'� ..'< y��l u ", U I W <br /> �� K N :1 • \ \ �.., <br /> r. ) <br /> " _ _.._.." ,.\r �;\ •Xxa ., . ,.` x ,yam.�'i ;. r ,:� , '`,. �r �3.�i� � r i.a, 19,�uE <br /> Y <br /> k' <br /> - - - Al <br /> y -f- r- ---- ---- - - - - <br /> _ _ T_ <br /> N 45.45'35' E �-- ". _. _ _. _ W <br /> -i- - +. - - -+ - -.-I- +- -f-� _ L`':-` ,y" v -. - 2821' <br /> STA 15+05.45 OFFSET 20' RT ( � REIUQN DATA: EXISTING SAN .10Ap11N <br /> 12 <br /> BEGIN GA2VE RETURN n = 88'5154' COUNTY R16HT OF WAY <br /> / '�`xx { + �T U R = 25.00 <br /> 5TA 1+62b4 OFFSET 12.14' RTS �- _ - .'��� ., <..(_,. v ; � GI�NI: RE71 DATA+ �' % _ TA 16+36.28 OFFSET 5659' RT L = 38b2' <br /> �. <� '����> - 3�91A30 57A 15+70.45 OFFSET 44.86' RT E... . _ . _._ <br /> BE61N AGG BASE SHOULDER <br /> ! - ' --4, . 'y+. - 'V 0 = 89'41'14' W,v LEAD TACK IN 5E CORNER <br /> - CONFORM TO EXISTING - '•.1, �. 1', x k. 'u k 3 n BM 7199 FJF/ = 211.12 PROPOSED EDGE <br /> R OF <br /> GIIRVE RENRN DATA: r � ; ROArxwY <br /> '� I15+ OF CURVE RETURN <br /> = 06.53'15' $ IJ -. U1RVE REl1AZN DATA: �',. ''.� v'' BE61N TRANSITION $ - <br /> ExlSnrr WA>taz VALVE <br /> R = 40.00' 5TA 9+80,9 OFFSET 20' RT + A = 90 00'00 '� '� �� . i0 {TYPIC FROP05ED EDGE OF <br /> L = 60.86' R = 40.00' , ... <br /> x s s <br /> BE51N CURVE RETUF+N m v <br /> tv L = 62.83' 4 �\ �I1jTA 15+54.83 OFFSET 4055' RT 1 r g, y �,.. - 4' WIDE SHOULDER <br /> �43K,INUV�OF TRANSITION E RETURN 2o.b*i .RELOCATE FX15TIWo MAIL BIRD ROAD DATA: )m_ <br /> STA 15+42.b9 TO 23+00 SEED AND KA-CHH Al <br /> STA 10+18b9 OFFSET 60,00' RT LU QQ 5TA 10+66.89 OFFSET 60 RT �'�' ` L '� , - ' BOXES AS REQUIRED N 00.19'19' E 95931' DISTURBED AREAS PER EROSION <br /> END CURVE Rlz 6 �t BE61N CURVE RETIXUV a; `� TA 15+31.08 OFFSET 16024' RT : CONTROL SPECIFICATIONS <br /> FF <br /> „ �. I5' <br /> - � 1 ` END TRANSITION <br /> BIRD ROAD DATfu a TO EXI5TING STA 15+52.41 OFFSET 160.11' RT <br /> w - .-� i„��� END TRANSITION <br /> J 5TA 8+30.85 TO 15+42.0 CONFORM TO EXI5TIN6 <br /> N 00.06'16' E 111..84' `7' - <br /> - Q- z nfi crere APPROXIMATE LOCATION OF 1 1 <br /> 91 MED PHONE LINES ";SAYfAlT 2F'L F t a - <br /> `O OF V15TIN6 A,0 i . . <br /> 5TA 5+50 PLANT ENTRANCE ��� ♦ ry: <br /> @VD C.ON5TRUCTION \ , <br /> C.ofFORM TO EXISTIN5 <br /> V�1 - SCALE: 1a _ 50' <br /> t;t \y ��� I ( i EXISTING SAN JOAQUIN , <br /> ° COUNTY RIGHT OF WAY ' <br /> H <br /> ry PVI STA = 13+00 N H <br /> zm m PVI ELV = 282.03 yS W�W <br /> o AD. = 0.98 :7S �; Z <br /> >a > K = 30926 " 215 <br /> �i uV H- uV 300.00' VC N W <br /> uu�7 ¢¢ii u7 4 <br /> r <br /> 1.4ft <br /> m m PROFILE VIEW <br /> HIORIZ SCALE: I' = 50' <br /> 285 osoAs VERT SCALE: I" = 5' 265 265 <br /> PROPOSED GRADE AT <br /> PROPOSED CLNTEW-INE <br /> G IDENTICAL <br /> 280 - EXISTING GRADE AT <br /> PROP05ED CENTERLINE <br /> -- _ -1.48$ �v iv v ry ^K <br /> {.-. .... . . ..... j..._ _. .. <br /> 2-15 N o _ � ✓ 20+00 21+00 22+00 23+00 <br /> poflssl% <br /> f a !f, <br /> 2?O - - -- _ 2�3 y� <br /> STA 16+39.4t W RANDY P. WALL ��„ <br /> Ex15T1 G ELEVATION AT « 6.89'0 w6Fl PRES611RE 1NFORMA.noN 511PR_1ED BY ITGHH HETCHY No. C043135 '° <br /> PR.O SED CENTHRLIFE x ' WATER MAINS DRAWING 59"126 DAIEDtl0-24-9"1 Exp. 3/31�OD <br /> 265 '�"�� sr'j �! Yl l Q��! ANDY L. P.E. DATE: <br /> 11 i4 -&1 <br /> m C OF C4lIF� <br /> FIN15HEq FJtvAnoN AT 5TA 1x2 .4±STA IbNy4.4± 155UED FOR CON5TRUCTION 11-14-47 <br /> i'ROP05r=D CETVTERLINE 55341 HIGH - 6.630 HIGH PRE5tIIRE . <br /> 260 HATER riA1% WATER MAINS 6RADIN6 AND DRAINAGE PLAN FOR: <br /> q� TE I CHERT AISIOREGATES <br /> Val vm r-. <br /> z, m �}{l mm Nm ry r ry w � ry t. 1V w �pp 4 � ry <br /> = v ti A.P.N. 265-080-13 E 14 SAN JOAQUIN COUNTY, GA <br /> A M � -AA ^t � Q ry '5' N a ry ;Z11..t ;y ry �, ,•, ^t ^4 • y <br /> ^ ryV r+ �� DE516NED BY: DRWN ABY: <br /> y/1 <br /> LL 8+00 4+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 11+00 18+00 14+00 20+00 /..� JAD GLH <br /> ENGINEERING SERVICES DATE: 5F.5. FILE: <br /> m EN6INEERIN6 * PLANNING NOV '47 97-89 <br /> rn r. 1161 H16H 5T. ALIM RK GA 95603 <br /> x916, 6338430 ao FAX (916) 923-6450 S N E E T 3 OF 12 <br /> 0 <br /> L-I sierraergsgcom-corisumerlwsecom <br /> I-4"f <br /> )DADt3 36 <br />