Loading...
HomeMy WebLinkAboutC5.4_Sewer and Water Plan C� Q " E o � Q co KEYNOTES Q 0 01 11-1/4' BEND (MJ) `� N T 0 22-1/2' BEND (MJ) _ w aco ■� Z L 3O 45' BEND (MJ) Z ® NOT USED. = g 0 ENEM 8"x8"x8" TEE (FLG) �'� a 2- 8" VALVES (MJxFLG) 1- 8" ADAPTER (MJxFLG) W Z © NOT USED. ►� LLI W w 8"x8"x6" TEE (MJxMJxFLG) MENEM Z ww 6" VALVE (MJxFLG) 'IMME Z5 U m CONST. 8 LF 6" WATER MAIN Z M FIRE HYDRANT (PER MERIDIAN SD-W8) La � o ® NOT USED. ? rn Ld 9O NOT USED. � w ® POTABLE/NON-POTABLE MAIN CROSSING. REFER TO WATER NOTE 2 ON COVER SHEET. 11 POTABLE/NON-POTABLE SERVICE CROSSING. �S�ONAL FNC REFER TO WATER NOTE 3 ON COVER SHEET. Q�oc<� �G\STEF"y F 09/01/2023 OF i CONSTRUCT 5 L1 F '` F,�F,�� 1 / \ --�—�— NOTE:- �� c�` ———————— ALL NEW WATER MAINS TO BE CONSTRUCTED WITH Q ��8" WATER MAINS � ANSI/AWWA C 900 POLYVINYL CHLORIDE (PVC) PER 8 PVC 05.00% / ISPWC SECTION 401.2.2.A. ' CONSTRUCT 7 LF i 5 SSMH C-2-——— • NOTE: DAV DCHECA.EBAILEY•P.E. 8" WATER MAIN i • 0 •. .•• ALL'� I� '� �� �.•s • ' • � � �• SEWER MANHOLES ARE TO BE 4 PER ISPWC SD 501 8 INNER DIAMETER, CONSTRUCTEDDRAWN BY• KSC THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED .. 2 w FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF CONSTRUCT 140 LF MANHOLE. m I 8" WATER MAIN BENCH MARKS 6I TBM 1 �k - • G TBM #1 - EX SSMH A-1 - RIM ELEV 2552.08 a ` LOCATED IN FRANKLIN RD. SEE SHEET 5.1. I .,`• '' 8" PVC 01.88% 2 1tl� / �' INDEX MAP "=150' TBM #2 - EXISTING SEWER MANHOLE - RIM ELEV 2553.42 `'' �� 1 \ w/ �N s / •,'•. �w LOCATED IN FRANKLIN RD, APPROX 270 E OF EX SSMH Z A-1. SEE SHEET 5.1. F a v w i A'SSMH D-1' w W Q 3 0 / SSMH D-2 .. . f�:. \ \ `�. �� La z CONSTRUCT 11 LF .' 8" WATER MAIN LLI 7 • CONSTRUCT LF .8 WATER MAIN — LL. SEWER LINE C O y SEE SHEET 5.3 30 0 15 30 60 L.L LI I I ' ' ' ' ' ' ' ' ' � I I 1 11 !!siiiiiiiiiiij < J� SCALE IN FEET 1"=30' 255 2556 Ld W Z � 00 z z Q 3 0o W a x I 255 `° 7 x � � 00 2553 J J � � � ' OM N cq rM '* W) � 00 — T_ 1 0) 00NN p � M rMrocfl Z pMd N r" (o cOM CL + U-) Z Ipe ^ cnN N � � M MN = rMN — 0 0 � NH 1 00 � Lo U .. 255 (n = N z 0 v + L0 z ZLN. 2550 ;-wiz zz FINAL GRADE N FE Z Z N H >> > EXISTING GRADE (n (n Fp z z z W W IF- -- --- %%�- - - --- -- U, 2547 2547 Q L 3 Q 254 2544 0 r Z 8" WATER MAIN � 7 0 254 2541 92 LF » P W LFV�C C)®�•g � W 2538 538 o W L.40 L PVC 5.00% DATE: 253 2535 8-25-2023 PROJECT: C2022-006 LINE D PROFILE SHEET HOR: "=30' VER: 1 "=3' 25 +90 3+60 3+30 3+00 2+70 2+40 2+10 1 +80 1 +5�532