Loading...
HomeMy WebLinkAboutBUILDING PLANS 181-185m G r 20 15 10 5 0 10 20 40 RIGHT-OF-WAY LINE RIGHT-OF-WAY LINE — — SCALE IN FEET: 1'= 20' Q � BENCHMARK F ' i o N �- + + NAIL do PCP DISK #4286 ~ (n N EAST E.O.P. KINGS HIGHWAY n ELEV. = 20.291 SECTION LINE - 6" FORCE MAIN OVER 36" CMP _\L W/ 6 MIN. SEPARATION T\ SECTION UNE PROTECTIVE SLAB a q• GAS WAIN UNDER 36' CMP KINGS HIGHWAY CONST. 4' PE GAS MAIN 20' OF 6' DIP W/ 18- MIN. SEPARATION AEDGE OF PAVEMENT CONST. 6` PVC FORCE MAIN CONST. 4" PE GAS MAIN EDGE OF PAVEMENT (DIRECTIONAL BORE) h CONST. 6' PVC FORCE MIN O `p `I. in ti0 O 7 ry ti cS,,..� ,� }_'� N� +�- 6-4 ONE OH ONE E__ N —ORE OHE 0HE—. P —ONE —0 N N kE E oNE ONE- --"a'E -----c�^"IE. ONE 0 0 TOP OF BANK ra1�- - - - - TOP OF BANK - - - - - - TOP OF BANK ------------------------- ------ ------ RIGHT -OF WAY LINE --- "-------- - +y i--------------------- - ------ --------- h -------------------------- --- ------------- sb INV. 14.43 �. .� a POWER POLE ,�� -------- ' - - 6� 1 `.i"CMP -. 4 }ry 0 }aa O RIGHT-OF-WAY LINE ,5 - - -INV. 13.72 - - A ,y } + DOWER POLE �--- ----VE -------�--- �--------------- �1 DRIVE -AWAY TOP OF BANK pay y TOP OF BANK N`b N 4�1-�° (GRASS) 60 - - -- `�� h Ao POWER POE INV_ 14.72 y^ --- x x x x— x x x x x x + U- x x x— x x x- x x—v x x�x x x LLJ Z - � (y� �� FENCE FENCE � J Z_ 5 `J 33+00 34+00 35+00 36+00 37+00 38+00 1 . , 1 0 of 20 i ..___-__...._..........._-. ._... _......_....... --........... __. .._. ....____....... _ .. .........__'...... _'__........ ..... ------ ..__.._..... . ... _.. _.. _ _...... ............. _....._........ _... .. __ , PaoTECThE €XISTING GROUN4 sGAB , , i , ----- -,-`---- --i ---------4I -----------`----------�----------'------------------ -____-- L---------- _ --- ----------- 18 ! 6" PVC FORCE MAIN 16 12 I 33+00 RIGHT-OF-WAY LINE O a( N I— + U7 co SECTION LINE /- CONST. 4" PE GAS MAIN / CONST. 6" PVC FORCE MAIN r-- OPEN CUT EDGE OF PAVEMENT 6"MIN. XxiST. 2D lF OF XP FORGE YAM 36' CMP STA. 40+00 - WIRE PULL BOX - OPEN CUT gay 19 9 POLE o POWER RIGHT-OF-WAY LINE ER �q-1- cb °09ry SHINN'S BENCHMARK E ^A ~ INDIAN RIVER FRUIT t6d NAIL k PCP DISK ,ti+28s11 Q J 1� WEST SIDE OF POWER POLE BILLBOARD ORIENTAL MARKET ELEV. - 21.377 35+00 rn 00 n U) a; i ? i 20 I i........ _.-..-........_...._..._._...i__....___.......... ........._...F.....__.......__...._.._.:......__.._...................._.. _...... _...... ....... .__......... -........_ ...... _ .._...._•_.____...... E.._...._....___........_ y GROt7NE? ___..._.._.....__..�... ...... _...... _.._ .. ! -- ----- __........... F - -� _r ___ _ ___ -- : 18 6- FORCE MAXI4 OVER 36' CMP -\ -- W/ 6` MIN. SEPARATION — 4' GAS MAIL UNDER 36' CMP - KINGS HIGHWAY W/ 18' MIN. SEPARATION (DIRECTIONAL. BORE) I .O} _ PROTECTIVE SLAB - OI£ ONE ---OHE MAILBOX -7 +y, BILLBOARD FENCE 39+00 40+00 41 +00 ; rn; O+ o 0 0: o' p Q P N? ' N ' Ni EXIST ING GROUND G 20 : 18 ._............ _._.._._...... `....... .... ....... _..... .... .... I............. .... ................a....._..._.— _...._ .... r CONST. 61 PVC FORCE MAIN V 14 4' PE GAS S TA. 40+09 WI RE PULL L. BOX : , - ----- - --a- ........ ...... ...... ........ -- 6"MIN. 6" PVC FORCE MAIN 4' PE GAS 16 14 36+00 37+00 38+00 112 } RIGHT-OF-WAY LINE — � 20 15 10 5 0 10 20 10 .0 SCALE Q W SCALE IN FEET: 1"= 20 + � M — - SECTION LINE �- STA. 42+40 EDGE OF PAVEMENT CONST. 4' PE GAS MAIN 20' OF 6" DIP a PIGGING RISER p CONST. 6" PVC FORCE MAIN TT _01 n , o- ti do y _ o 0 ill TOP �OF BANK iv Slll TOP OF BANK a N ------------ 6 - - ----------------- �3e--So le -- _ __________ ______ OF1E _`—�----_ _� ONE � ^Xv y+°j �a------------------------ ---------------------------------------- -b4 a� 1__�____________________ 1 ^. 4e x x x x x x x INV. 14.41 tt HEADWALL POWER POLE FENCE T RIGHT-OF-WAY UNE J FENCE _ Z .a Q J AL 42 00 43+00 co 'n I i CT(VE SLAB e ' 1 i i............. _......_..__.._.._.._..__............_...._....__....._.... , I EXISTING GROUND i 20 ---------t------ ...__.._._........_;........... _....__._......_ i --------- _L T I t T --------- : _..... --_ ___------- : 1 CONST. CONST. 20 LF OF 0" o DIR FORCE MAIN I ; 18 42+40 CONST. 6' PVC FORCE MAIN VG RISER CONST. 4" PE GAS MAIN 16 14 L4 hill au ��ril'II Z O a- � Z awn W Ld alto N to LIJ ww< U F - 5 QD wa� o Z N 0 J L, z Z O U kV � ME IY CO O a 1,�: N; 0 z U Q U a o 0 'a N Q O a Z_ 0) S o w � s 0 O 0 co LL I+ � Z O Q ~ O N 0 CV LL LJ_ U F__ of O< DATE . D"Mr. No. C28 43+00 12 r RIGHT-OF-WAY UNE - RIGHT-OF-WAY LINE .0 BENCHMARK D 2D 15 10 ° O f0 20 'O o NAIL do PCP DISK /4286 Q EAST E.O.P. KINGS HIGHWAY SCALE IN FEET: 1'- 20' E^ ELEV. = 20.60 SECTION LINE � SECTION LINE EDGE OF PAVEMENT CONST. 4' PE GAS MAIN KINGS HIGHWAY EDGE OF PAVEMENT CONST. 4" PE GAS MAIN M oQ CAST. 8" PVC FORCE MAIN O 6 6 CONST. 6 PVC FORCE MAIN 4 p 1 - QR - N „ O �,b TOP OF BANK q, TOP OF BANK 0 �`+ - - - -------------------------------A------------------------------ ---------------------- ti------+---------------------------------------4-------------------------------+�------------ - ----- ---- ----'-4------------------- — ---- 1� -- - — --------------- — 606 OHE OH E ONE----nHE— piE--UHE ^ , b _ _ _ _ .i�J,,. ---------------6 ----------------------- -----_�----------— ---_ , "F- ---- ----27;.IE------- Qx x x x—x x x� x x x ----x x x x x��x x x x x x- -x x POWER POLE PORIGHT-OF-WAY U = RIGHT-OF-WAY LINE WER NE FENCE U j FENCE OWEPFENCE POWU ui Z PR PC Z QJ i., m '4 J. 45+00 46+00 47+00 48+00 �; m �+ of 1 cii ui oi: EXITING GROUND i ! i } EXISTING GROUND i I I t i I i i i i A i 20 ---- '----------- -------_ I-------- i i i __.:.... _..:.... ...__......_....__.. __..__......___........ _»_.._......__.._ i ..... ........».._.._..__.._... .............................. ....:.... ........ ---------t --- - ...�.... _........................_... ................. - - - ------------------------`----- .. ._1_._ . ._.._....__..._.___... __.._.._......___....... - -- - - - - - - ---------- .......... 1 0 } } i i i i i Q 18 : i 2 8' PVC FORCE MAIN CONST. IF' PE GAS I i i I i i E i I i 12 44+00 45+00 46+00 i 47+00 RIGHT-OF-WAY LINE 0 BENCHMARK C Q t) NAIL k PCP DISK 04286 + EAST E.O.P. KINGS HIGHWAY (n CA ELEV - 20 727 FORCE CONST.4' PE GAS SECTION LINE SECTION LINE CONST. 4" PE GAS MAIN STA. 50+00 K I P I GS HIGHWAY CONST. 4" PE GAS MAIN CONST. 6' PVC FORCE MAIN /- EDGE OF PAVEMENT WIRE PULL BOX — EDGE OF PAVEMENT ,! CONST. 6" PVC FORCE MAIN OPEN CUT NO p1 iv h TOP OF BANK N °MAILBOX Q -------------...------------ ---- — --- — ----------------------____----------'-`----t-`---------------- ------------ lop IT 0 00 �� - -- -- ------------1 ry--------� PALM TREES-------------------- - A 24"CMP ro) --------------- --7i, ------------ --------'--------- ,` ro'1T---`--- ------------- ----- --------------------- ------------- INV. 14.51 ^� OHE —OFIE ui=c---awic Of1E —OHE OHE ----gym OHE — OHE--pfE ---OHE _— OHE OHE OHE- —_ -- x x x x x— x x —x x x x x x x x x x x x x x _r FENCEV RIGHT-OF-WAY L114E POWER POLE POWER POLE FENCE-1y U W RIGHT-OF-WAY LINE•,� Z DIRT DRIVE 50+00 51+00 52+00 53+00 54+00 16 14 12 0 luo cm 0, 4 i 20 1, p EXISTING GROUND I : WIRE PULL SOX , i I : i j i : I i i i i 20 i_... i _...__.._..._... ........_ _._ ._..._:__ ._._ _.._ ..__._ __.... _. ... _.. __.._ ._ i................... _ _. i.__......__......____...i.........._..........._....._._..L__.__....__.__......._....i_ .................._______. .._..._..__...._..___. ....�__......._ ...................._ � .._........................... _ ............_...._.._....... ... ............. ........... ........., _ ..__....__..._.._.._......_.._.._.._......_............ ..- _...._........___.................._.._....____...._.._._1_.._.._._..._......_................__...... .........______.:_...._..____....._...._.........___..__....______..__1..........___.._.._...._......_ -y $ ......__..__...._..__..____ y _- -L------_ : --+`--_-_----•--------` 1 NG GROUND i. i i i -------------------- -- - --+_____________ +--_____-_ -1 __-_ - -1_---------- [ � t 1 4- i 1 _--�__ -------------- ___ __- ... 18 U Z - E i I 18 ...........................;..._..._..._.._____...___.».._....... ....... ........ ....... ..................... .... .......... :._._.._..---.._------ .._;««...._.............. _....... :...._..__..............._...__................... ._-•--__...1._....»._.__..__.........__y............ __...... ............... ......... .... _........... _. ............._............ ......_.._............__.........._...._»...._..«.....__...._.._................ .......... _-_....._......_.. _ ____._._.._....._.__. ___ .._..___-__............._ _.......... ..... ...._.._. __ _....__.._...._...._ i i CONST. 60IPVC FORCE MAIN ` i CONST. 8' PVC FORCE MAIN 16 ..... ................. ...... ................ _...... ....... ..... ......... __ :_....-. _..__..... . .......... ; _...»_._.._........... ......................... ._........... ................ ...... _..... ..... .......... _.._............. _............... _......_....... .................. . i CONST. 40 F$ GAS MAIN i T�= . i i } i i i i 14 i : , i i 16 14 f U w Z 0 W CL � Z wa w w ?V'gn w Wi � (— z wco C7rn~ Z N p J 4 Z 0 U 0 V') w 0 CO o_ 0) 1 0 z ;n ¢ a a a 0 24 O Q tn Q e- J z O a Ld Z_ n w p s 0 S 's z 0 C o v w NLr) � Z O v� W co M L O Z LL F— Li U O O 7 N O F F w a z � a o DATE MA*WG No. C29 29 OF 32 �5 i 3 I I i } 12 504- 00 51 00 1 52+00 i 53+ 00 i - - - - m 12 r ZO 15 10 5 0 10 20 40 RIGHT-OF-WAY LINE SCALE IN FEET: 1'= 20' 0 BENCHMIARK B RIGHT-OF-WAY LINE- � 0000 Q , NAIL &PCP DISK #4286 V) EAST E.O.P. KIN'.GS HIGHWAY LID � � SECTION UNE ELEV. 19.723 SECTION LINE CONST, 4" PE GAS MAIN STA. 56+20 KINGS HIGH NAY CONST. 4" PE GAS MAIN CONST. 6" PVC FORCE MAIN EDGE OF PAVEMENT 6" GV EDGE OF PAVEMENT CONST. B' PVC FORCE MAIN a � ^� O �a + N TOP OF BANK r 1 , 1 19 TOP OF BANK a a o _-- --'- ------- �6 yo�e _ --- �l--._-_ ----- ---- - l ----------- O ytgy---- ------------------------------------ ------------------------- O --------------------- -------------------6+'m-----------��---- 6 __-___-..___ 9 -------------------- s1 l -- 6t------ - --- O INV. 14.56 ;a �- TOP OF BANK � 90 ,� \,a RIGHT-OF-WAY UNE °�� ' POWER POLE RIGHT-OF-WAY LINE POWER POLE ,1 �,�0�� POWER POLE -/ = POWER POLE 6" PINE Uw 10`O FU—w Z Q J � _! 55+00 56+00 57+I )0 58+00 59+00 N o w ai! ad m r rn a6t o m of ai: ao I t , 1 i i i i i ! i 20 20 I 1 i 3 1 , ...... _ ... _......... _ _ . E71]SIIRGIp 1 ! ..... ._... _....__._....._....... _.._.....__.._... jEXISTING _._.... _ __ ...._.._.. _ .. ._. ........ ..._............_......._ _.... . ...... '_.. .` . ....GROU1� - -------�---- '__ i , 1 1 ------`- --- ______� -- _ — _ _-__ �__________ _ i t -L ' ! ___'__ t ! - ---- --- -------- ---- -- _.. -j- _L _ I _ ___ ___________ 1 _-f • , ______ _____ __ _ - - _ y _____ _ _ ___ ___ ____ __ _______ 18 , i E t a : 1 1 I [ , ' 18 o __ _.._..__.. ___ _n _..... .. ._...... _.....__.-......__..a__ .. .... z CONST. 6` PVC FORCE MAIN 3 ; CONST. 6" kSVC FORCE MAIN t STA. 56+20 i ! 6. GV ; I i i t` i r� 16 ; i I 16 I i ___........ .-._.............__.... 1 ..__ , ___.._.__n._. _ ____.__...___._ [ PE GAS MAIN I -- � i E { ' CONST. 4F i ! : 4"'' S7 GAS MAIN CON PE ? 14 14 i i i i ; : .1......................_.........._-1.._............----......._._...t...._.._..".-......_..__.._.._....__-,._.._...._.._......_..1-..._.--'-..............._....---_....nnn__..__.._.._'`___••___........_..........__.:__....__..__.._.........._.....,.._.......................... , _.. _...._....__...._-.... _. _ __..__....._.. _..__.........__._..— ................_ i i 1 i ` i i i i I 12 55+00 56+00 i 574 A) � ! € 58+00 59+00 12 20 15 10 5 0 10 20 40 SCALE 1N FEET: 1"- 20' O Q 0 `RIGHT-OF-WAY UNE - RIGHT-OF-WAY LINE N �— + k n V) � SECTION UNE SECTION LINE KINGS HIGHWAY STA. 60+00 CONST. 4' PE GAS MAIN CONST. 4 PE GAS MAIN EDGE OF PAVEMENT 6' GV CONST. B' PVC FORCE MAIN EDGE OF (PAVEMENT TRAFFIC CONTROL BOX TRAFFIC CONTROL BOX CONST. 6' PVC FORCE MAIN TRAFFIC TRAFFIC CONTROL BOX CONTROL BOX N ". O SIGN20 cb \ -------------------------------- - ----------------------- ----- ---- �F TOP OF BANK y - ----O --+ 0 - - - - ------------`�---------------- ------_TOP OF BANK---i��- N �� SIGNS ,19 TOP OF BANK ---------- ---- - -- - -------"-------------�0-�-,� ,\f0 ----------------------- ----.... -----------------,6},� ---' "-- N --------N fib h .0 \ ll,b4� --- - -- - _ _ _ _ _ _ _ . -. - _ _ . - _ _ ------- -------- 6---------- __________ ------------`--------------------- __ '� _________________ } �i ------- - — ,y _ _ _ _-----y+----- - - - - -- --� h b- -- E t �M1!—�����VM M[�-.. —• —(NiF. -=URE_ �Oi1E� OHC �- OHE OHE -- OMf OME —OHE OIIE RIGHT-OF-WAY UNE ELECTRIC DROP POWER POLE RIGHT-OF-WAY UNE _T_ BENCHMARK A �-- Lj C) w Z ~ Q Z 16d NAIL k PCP DISK #4286 wo/ Q J J WEST SIDE OF POWER POLE ELEV. = 19,713 60+00 61+00 62+00 63+00 64+00 65+00 �I ao � adJ co to; a6: +r m n � r' ao; Yd ao odi i ; 20 20 .............:-_....----............_..__...�......___......__..._...__ _L. .____.�._._.._.. _.._.......... _....'__.._....__.._...._.._..J.._...._.... _..r_n_•_•___ __..........._.___._.._._....___....___.._.._nJ..n_..-._....._..__..-... _....3.. .........._._....... _..__ ......... ......................... ..___-• _..__.__ _ _ . —____ s- ___._._....--------.__....____`_......_....... -.i .... 1 _.---..__.1_-- _-._._ . _ .. --__-... __.._......... _...._-.-.•---__ __..___..__ _.__.._______.. t __._...... ..____... __......_......_.._--......_i........_......_......_ EXISTING GROUND I 3 i - t XISTIN . 1 ------- —--------------------- ------- 1 } _+ - _1 ------ ----- — ---- ------ I._______ -; _ _ t _____ 1 - ___ — — 1 s __ __ _ - - 18 [ ' ... __..___...............:...._..........._........_......_.:......................_....-__......._n..__....__..-...._1..__...._....__...._._..__y......_._..._.._-_....-.._, _.....____.n__ .._.._........_....__.._ __....__..__.«. _.._. __n....._..__. _ ...;_.. _.._._.. -- _.-_.:.. _....._.........._...._. _......................._.._................................_r _............ t I s t , I t 6 STA. 60+00 CONST. 6- PVC FORCFI MAIN i 6. GV p i i E i i i CONST. B' PVC FORCE MAIN I• • 16 .. .. .. __.._-.......:.. .._ _._:.._..---............._.__......d..__......__...._.._...__.:...—...__........_..—_._a'._.._....._..........-.... _.n.i___...._.- ..._................_.... ........ ......... 1 , CONST. 4" : PE GAS MAIN i i 1 i CONST. 4' PEi GAS MAIN 14 14 1 1 t 1 ....._....._.... .._._..._.. .... ... ........ _ _ _ .. _. ........_. ._............ ... ... ....:. .. . ...... ... .............. .........J_............... ............[.... _.,..._ _...._..._.....i__..._....._....................L......_..._..._._...........:................... _.rn_...._ .[ ...._.._........._..... ._...._.._........... 1 1 [ .._ ..__. �� . 1 ..... __..__.. _..n_... .. .... t ........ _...... .. ...... ............ , t 12 60+00 6100 62+00 63+00 64+00 ':. 65+00 12 { Z 0 w 0 Z m �WO1 W n w w z o� ^ LL n LL t D � 101 J ��� L.I J w 8 it u ° woo'v mcr " Z(D 0 F lL J N Z U 0 0 Ir) 0 61 � t I N o 0 z � w a c5 �� o oQ 0 o Fw _ M 0- Z_ m ZN o [SOS K W Q o � 4 s 0 L O N N G__ U-) U) co CL Ci Uy Oy _ V Q v •�-., li F— Li � o LL_O N F_ F U z K a Q � r N co 4 RIGHT—OF—WAY LINE ECTION LINE KINGS HIGHWAY m STRIPING STRIPING .09'S /,OPEN - CONST. 6" PVC FORCE MAIN _--- 6""-45' BEND BUS BENCH zoox (Bt) --20ox (BT)- r SIGN FLUME I ANCHOR CONST. 4" PE GAS MAIN Ld Z J 66+00 RIGHT-OF-WAY LINE i A. POWER inj� ^9 �A POLE 61 , �o tyti N N OiiE- 6"-45' BEND — CONC. ^o O BASE 4"-45' BEND GAS m TRAFFIC ^y LINE g POLE tip POST N o 67•+•0 �— TRAFFIC �y ° CONTROL BOXES 2 ,�0�' TRAFFIC CONTROL CABINET 36' A"-90' BEND 6"-90' BEND — m 8 I CONST. 1123 LF OF- �' � 8' DIP FORCE MAIN -n- m o ti h ry m j 1 x STORM MH RIM 2( .51 I o< ,yo GUARDRAIL SIGNS /1 1 ^1 20 15 10 5 0 10 20 40 OF SCALE IN FEET: 1"z 20' ` ------ H--- �+�b ---- -- - -- }>t N6}°�,------------------ 0 -- -- - -- �`� KINGS HIGHWAY CANAL NO. 32 � + 1 � I 1 BASE I� •.- Y1' -- v,+t iE OHE- OHE-------�yiE OHE-- OHE BASE E CONCRETE T POWER POLE POWER TRAFFIC < POLE POLE 14 'US T T T.,.: T TRAFFIC $1 RIPING 8 OO 8 gENCHU 7 +O SEPARATOR \ CU 2B INLET `o INT. 15.54 12"X8" TAPPING ,1 SLEEVE & VALVE CONST, 4' PE GAS MAIN CONST, B" PVC WATER MAIN CONST. zo LF of ' BILLBOARD — CONST. 4" PE GAS MAIN CONST, 4" PE GAS MAIN ,p p ^p ° 5' 8" DIP WATER MAIN , 5' (BY DIRECTIONAL BORE) i ° '2 'ry° 6'-45 ~POWER POLE io PROPERTY LINE iv 15' BEND 25' 11 2.5 = CONST. 6 LF OF CONST. 6" PVC FORCE MAIN a U W 6` DIP FORCE MAIN 1a ~ — g' 6"-45' 6" DIP FORCE MAIN UNDER J CONST. 20 LF OF 6"%6" TEE Q J BEND PROPOSED 18' C.A.P. 6" DIP FORCE MAIN 6" GV (2) rCONST1112 LF OF JACK tc BORE > UNDERGROUND FIBER OPTIC WI 6` MIN. SEPARATION r; 6` PLUG (16` CASING) I AND COAXIAL CABLE _ p" (SAME TRENCH) I ti w _ > 0 6' DIP FORCE MAIN OVER EXIST. 12" WATER MAIN 'I �� W/ 18" MIN. SEPARATION "--------- �7 Z m f Tl G7 8 - Ll lj ^ _ m------------- _ z------- ------ ---- }� �� Im Ig : T"' i 3 I ..... .. . ____� -....._....`1 ... _._.... '_.. _... _..20......... _ ......_....--_ ..__.._. ..........._......_. _..._........__. ._....__...._ ....... _.�...._--'-_......_... ............ ' ; li EXISTING GROUND i ' p 1$ ' �' _.-. _..............__...._ ` a_...._...._ .............__ .._..---....__......__......._..........o _ i It.�_..."__............._...t....:._.._.._...._...._.._... _ ..........--?':�y� QQ61(••{B'T�• i ..._ ..-..._..._>__..�. _..._...'....._._._...................._�"".nr..-.-........... _.._.._,_.... i.. ' T i ...c._ ...'.... ( 1 �-- CONDUI? (BT) CONST. 112' OF JACK & BORE (16" CASING) p © 8"-45' BEND CONST. 8' pVC FORCE MAIN 4"-45' BEND 6"-s45' BEND 4'-45' BEND �6'-90' BEND i.._......... - ........_.......__........_.._.._.....-_............... e.. ......: ... .. .. ._.................�......... ............_ __•—• 6.N. 6'-45' BEND ! i CONST. 4" PE GAS MAIN (BY DIRECTIONAL BARE) "..� CONST4k. 123' OFi 6` DIP FORCE MAIN 18" MIN. • CONST. 4';PE GAS MAIN 4"-90' BENO i _. ......... ......... ...._..__...._.._..a.._.._....__...._...._-".._...i_.._..__...'--'•.. ..._... ...._.... �I N�LD VERIFY DEPTH OF EXISTING :I I le WATER MAGI AND UNDERGROUND ExISTING r TELEPHONE &CABLE PRIOR: TO /2"^ �1 �f I 1 67+00 CONSTRUCTION _ 681 00 66+00 .. ' I _ { [Lf ^� EXISTING GROUND ! ' ` i I , E : 18 (BT) '- .._........_.....:...................._ --------..._... ._ .... . __........_...... _...... .. ._...._........ ........ 't .._...._.tooX ' 4 -- _____ ------------ ----_ -45' BENQ6" . 16 r.� CONST. 8":PVC WATER I CONST. 6- PVC FORCE MAIN!: o M 4` PE GAS Mi 00 CONST. 20' OF 8" DIP WATER MAIN 80X6" TEE CONST. 20' OF 66" GV DIP FORCE MAIN 6' PLUG a 14 12 L� z U 1 41 W LL LL LO j J NLL K � U I— wW > Of w 0 c� a M N F J 0 z U' n or' cp o O, � � I N 0 0 z z � a � o o � (7 N LLJ fr1 (� NIr a Z p T-TITI 4 L6 Z O v� o v N'' Q) Z p mO Q) ¢ + C> LO to LL LL- L1J O O �-- l (n F V. F U U 3 Iq a m � DATE DRAWING No. C31 31 OF 32 p '` o� h ti 0 '1. b , 0 ry 0 tip. ti 1 p ti0 ti ati `Lp 0 =y O ti 4, z— —GUA ,; 10 � 0 TOP OF BANK -- -- �, Q (D RDRAIL MAILBOX TOP OF BANK GUARDRAIL p 0 0+wry 50+oa GUARDRAIL 'y �ai'�} + + �+'S �`L by ,a}.•S�, � � — — -- -- -- — 5+0'l -- - -- — tea+ A `e+ --011E— E—. _ —OF1E OHE OHE — -- CN1E. —bvE ---0 E +- .1 d1 � --OME -p4E -___ ONE ___—_ _ .--a1E—_ NCO -7.-7 _T'T 71TTT 7 +00 73+07r' 7— 77T0 TIT +a 5+T77, ��+ 76 00 5' CONST. 8" PVC WATER MAIN 5' op O p O O CONST. 4" PE GAS MAIN }00 r 40 bp p 2 5' CONST. 4" PE GAS MAIN 2.5' a C) U W PROPERTY UNE 2.5 +0 Z 9EE 9*:ET Cti FOR ON97E SEWER AND WATERL�- W 20 15 10 5 0 10 20 40 �" Z cQ :2 SCALE IN FEET: I'm 20' ys 20 E _ , # 1 : i # i # ; + i [ 1 # 20 , # E t f tt i ! j I• # , , [ i # , , # 18 ......... __. _»_...._�._..._.._._,..._._._.._.___....__...L_..._...._..___......__�...._.___.._._..._...�_ ...... � _ , ._..__... _.._ _ •pas-nNG _ _ .. . -^ GROUND - AL f # '�""" - ------ ----t----------- --------- ----------- - -------------------- 16 ! ? i I ; - - ----- 16 .._.._-._-... ............._._,......._.............»...__ ................_....._- _...._ .......__..._..___ ....... ..... ..... _•........... . .. ._.. _.. ._ ..___ -.. .. ......._.__ »� _._n _ __ _.. - ._ _...._......._ _. ..__......__......_....... .' _ ... a CONST 8' : PVC WATER'. MAIN i , k '• # ? � I O 8 X8' TF 8'X8' TEE : # i 8' GATE]VALVE 14 # # # 8"x8- PLUG # # : t 7 # 14 6"MIN. f? CaiST. 4" PE GIBS MAIN 6"MIN. f t ! f I 12 71+00 73+00 ' 74�00 75+00 CONST. 4" PE GAS 4FAIN 12 L •L ti 'L ry 6 a 'h d - - - -a� _� n5 ha �O a0 / ti ry — — 1' — — — — ry L O TRAFFIC CONTROL BOX — SIGN J o0 TOP OF BAN; C A N A L N OHE - ONE-----------''^ii ---p1E�a '�1 ONE----------aNE ----�E --- -ate, —�'`� OHE _-_OHE—_.__- ___—OHE__._._- -__ E c" OHE -014 OHE 77 ry -- 0 .��1 1q 76 00 7+ 78 00 + 81+00 a CONST. 4- PE GAS MAIN +a I ,0 CONST. 4" PE GAS MAIN .�0 STA. 80+40 Ab a+`l1' - C �k0' }60 4" CAP 1^+,�•� p p Ar c^\ S = 2.5' PROPERTY LINE ^+a ,`0F0L -0 N0ham 2 5' h PROPERTY LINE 2 5' U W ,04h 0i`�p 4' POLY VALVE 20 15 10 5 0 10 20 40 SCALE IN FEET: 1"= 20' h O 20 ' ? # # ; ` 20 i S jj i I : i f ?EXISTING GROUND � 1 8 t i i ? t , i : _ i , : �_- - 1 8 # # _ .... - --- _`._, ...`.. GROUND ------- ; ------------------------------- - -- --- £XISTING --------'--- ----------fi----------4---- f ------------------ ----------- ---- t # E # io i i , i i , : 16 __._._-.....__ ......................... _._........._...._.........._.t......--- ....... . I , ....... .,.._.__.. ...._.... ..._-n.._............_ .............. i .. , e_.. . n. __............... _ .._. ___. _ , - - t 'g � 4 CAP ............. - i I 14 c ��QQ , i i , # i , # 14 CONST. i40 PE GAS MAIR/ ` CONST. 4' PE GAS MAIN # 77+00 78+00 ` 79+00 80+00 i ' 81+00 12 r Ln 0_ z - o r W Z o LL N CL Z Z W oz W W a 012) a_ uzj U Iw— 0. woa Hi ZNo O Z O U 0 n ch QD o_ (3) � � 1 N o— 0 Q � U < o a ci 0 N IL o FW- Z_ � � CT�i w a 0 L- O N + 0 N m c:) IZ Q > CDW O •�, v L O N W FG � o DATE DRAWING 31 A 31A OF 32