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HomeMy WebLinkAboutC5.2_Sewer and Water Plan SEWER LINE A co ;; ;I II CONSTRUCT 16 LF V o " CONSTRUCT 124 LF' ;; II " II SEE SHEET 5.1 o I II II II - ill �I .I $» W 8" WATER MAIN ", !�i r-I WA TER MAIN KEYNOTES 4 '! CONSTRUCT 36 LF o o II II II » CONSTRUCT 26 LF +� 1 11-1/4' BEND (MJ) V 8 WATER MAIN I Q N CONSTRUCT 173 LF s - 8" WATER MAIN „ uj 8 WATER MAIN: II I 20 22-1/2' BEND (MJ) .i Z CONSTRUCT 26 LF ' ' ' 't `• `•'':•:•:. .' •. a �. L .. CONSTRUCT 55 LF 8 WATER MAIN I CONSTRUCT 40 LF ,; 3 NOT USED. G� Z I - 1 i -- I 8" WATER MAIN 8 WATER MAIN IF II 1 0 LO -- W w I — I 5 — i 2 ® �I ® 90' BEND (MJ) = a — ———— ———— —— — — I J NIEMEN = w— I — —— H— ———— — w 2 — -- - M ® ----- 1;-------�--- O 8"x8%8" TEE (FLG) o w N HANGING LA LN I `-' ® a w w M 2- 8" VALVES (MJxFLG) N w w T „ L-----. I li W 9p w w w ell w w � II ;; 1- 8" ADAPTER (MJxFLG) Z w ww o 7` i SSMH B-4 �� -- - ---`_' 11 li W Z) r � s s s s s s} —s Is I I NOT USED. _- I m 8" PVV®6.6 •. . 2 3 II II W w ———— ; —oo•—oo oo-�- I II I. Z w — —�————— I cps „ " : ' �; 4: • „ 11 O 8"x8"x6" TEE MJxMJxFLG) LL C— —T ——— — — - - :. I I� 6» VALVE (MJxFLG) 3 � `r 7 .' . • :•;.. I / L— F' :1. : :6. I CONST. 10 LF 6" WATER MAIN SSMH B-5 - I 1 -- --- ; I W a o :•.. _ I 3 FIRE HYDRANT (PER MERIDIAN SD-W8) o - Lu "' .: ••° 8%8%6" TEE (MJxMJxFLG) w .;: I `-• _ ••. � - 8 6" VALVE (MJxFLG) � z c I I CONSTRUCT 101 LF 9 00 ) C.� w < 6 r CONST. 15 LF 6" WATER MAIN <w I 3 J_ 8 WATER MAIN 14) li I FIRE HYDRANT (PER MERIDIAN SD-W8) o z / 1r � w +w I „ I --- --- --- 1 9O NOT USED. a o Q a l I 3 i-----1 �.. -]-:31 S�pNAL FN I UJ w I 3 J� I „ - NOT USED. `ZS I ••b• I � I Z � Q- O s - Q NOT 12 2.t 1 0 USED. 09/0 / 0 3 ` .. - -CONSTRUCT 160 LF I p® - 3 E-- - li i 17882 —� —————�� — �. — „ ;may.._ NOT USED. N 3� U '. O O 8" WATER MAIN I '' Oa I - I ---•_ © �G NOT USED F \ � F � ::`..... @ ...,..,: 1.0' MERIDIAN : I ao / i �..._... _ I Q I I �N S. GRP\C9 I ISEWER+WATER = i 8 „ --- NOT USED. _ _ I I I I I EASEEMENT '; I W „ .•. ( : �� � 3 U ® II-----I NOT USED.. I © CHECKED BY: :. ' •. i i I 3 W . : I J�� »d I rry. I DAVID A. BAILEY P.E. �....� x. �... •. ! Y •:•! i Ii, i rl. �_ ------ NOT USED. DRAWN :• , , , ® BY• _ _ _ • :.: — NOT USED. __�.�.v_-s-y ---�_'�E:_�-�.i•i' :., •.•, ,. •. va.• ia�. �•+�. .•,� .. j .. :.•• •e` _ / -'-`--~- --- - -- ------�-- --- o I t ' I „ ----- POTABLE/NON-POTABLE MAIN CROSSING. \ / I -1 / �' I 5 „ I -- I 3 8 0 r ® REFER TO WATER NOTE 2 ON COVER SHEET. I SSMH B-3 I • • POTABLE/NON-POTABLE SERVICE CROSSING. \�. • 0 I 1 • I ® REFER TO WATER NOTE 3 ON COVER SHEET. i _ ---- • I 3 :1 � < CONSTRUCT 151 LF ---- F r � NOTE: i 8» W I � -_ - ALL NEW WATER MAINS TO BE CONSTRUCTED WITH In VC „ - �� ;. ANSI/AWWAC900 POLYVINYL CHLORIDE (PVC) PER I ATER MA N ISPWC SECTION 401.2.2.A. v I I CONSTRUCT 59 LF - ::1✓ �' ` �' I 3 -- LLLL o �__- �'• :;....... I I » . . ,.------ � ' ! � � .•.•,.•. 8 WATER MAIN ]a s z :-: II-----' ..• C_��2 NOTE:ALL SEWER BE SSMH B 2 • I „ li i • •• CONSTRUCTEDAPERLISPWC SD-501. 48" INNER DIAMETER, N Q 1 I I i ` a� --- THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED > ? -----_ » :• • R . II :• FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF ' I 8 PVC 00.45% CONSTRUCT 151 LF Z INDEX MAP I-... I MANHOLE. g°� I ----- WATER MAIN 1"=150' -- - - - - - - -- --- --- - ---- -- ---- -- I '---- _____ ' = '' ; �'`, SSMH A-6 -f� •b. BENCH MARKS 61 TBM W o 2 — I N ROYAL ORGE LN 5 J Z ' w w w w w w w w „ I I TBM 1 - EX SSMH A-1 - RIM ELEV 2552.08 _ � •00 N �� L '�=+-• -� LOCATED IN FRANKLIN RD. SEE SHEET 5.1. ...—...—...—...—...—...—...—...—...—...—...—...—...—...—...—...—...—...—...—...—...—...—...— ,�— CONSTRUCT 30 LF I 8 • ...—...—...—...—...—...—...—... 8" WATER MAIN 4 i I . $-r—#� s F—�-: I Loll. — —:::—:::—:::—•••—...—...—...—... —...—...—...—...—... — — — — — _� �� 8 PVC ®0.457. I I i i N TBM #2 - EXISTING SEWER MANHOLE - RIM ELEV 2553.42 — —...—...—...—...—... —. o -- -_ \T - I� _ R APPROX 270 E OF EX SSMH LOCATED IN FRANKLIN D O A-1. SEE SHEET 5.1. SSMH B-1 I- _ � I '• I I T „ I I .•:' .; � Z f� CONSTRUCT 29 LF II - 8 WATER MAIN I I -- I - J I 1 30 0 15 30 60 Ii I� ` CONSTRUCT 97 LF --- -- li--_--I 8 WATER MAIN SCALE IN FEET � LL �I J �f I' i SEWER LINE A 1"=30' "v El � -•--•••--- I e SEE SHEET 5.1 3 N Z l0000000 w w' 255 - 00 sTA 2+00.00= 2556 SSMH 4-6J z 00 00 N °'PC) r, I>o STA:6+7 .82 ^^ UJ 00N 0) ai N .oMN � co (0o6PO RIM:255 .68 IL Z ? 00 PO ,n6r7 m LoNH I � pLO �! IN IN:2538.07 8 E � 0 � o � '� • o � I = N - 0 m + ) ZZ) IN IN:2538.07 8"N 255 M I 'Lu Ili `n `•`! m `� _ ``? "! - INV UT:2537.97 8'W 2553 � M � �jN LOZ � 2 NLQ z6 N FEzz ZZ m N F- » EXISTING GRADE N • Z Z W = + Z = NQ � Z z - - - - -- - -- --- - -- -- — I I --- - -- - -- ^�/ Q L.L 255 `� `� � - - 2550 --_ __ ------ -- — 8" C 900 Q STORM DRAIN �y FINAL GRADE rLL1 2547 2547 0 U 12 C 900 Z STORM DRAIN 8' WATER MAIN 8" WATER MAIN L.L 254 2544 W SEWER SERVICE SHO N AT W Q CROSSING OFF VE MAIN 223 LF 8" PVC ®0.65 WERE <18" OF VER ICAL � O S P. IS PROVIDED. �77 ---------22 C—C 254 SEWER SERVICE SHOWN AT " 7 2541 1 1 LF C—C 56 LF 8 PVC ®0.45� W' ^ CROSSING OF WATER MAIN 178 LF 8" PVC ®0.45% �/ J :2 WHERE <18" F VERTICAL 60 LF C-C SEP. IS PROVIDED. 1 2 LF C—C DATE: 23 253 2538 PROJECT: PROJECT: LINE B PROFILE 37 F 8" PVC 0 .45% c2o22-O06 SHEET (41 LF C-C) HOR: I "=30' VER: 1 "=3' 2539+00 8 535 5t2 +70 8+40 8+10 7+80 7+50 7+20 6+90 6+60 6+30 6+00 5+70 5+40 5+10 4+80 4+50 4+20 3+90 3+60 3+30 3+00 2+70 2+40 2+10 1 +8�