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HomeMy WebLinkAboutC4.05_Sanitary Sewer Line B2 L? , i Sheet Notes: co M / � THE 4 4 J o h r / = 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB &GUTTER, STORM DRAIN, 1�� 0 I N / LL / CHANNEL CROSSINGS, &SEWER ELEVATIONS OR INVERTS PRIOR TO LAND + o Q LI_' co X� IE:2659.8 CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT I o Eo I co o w O`er ► SSMH 37 STA:206+38.21 . N C) `L / MATCH PLANS. Cn � N / / / OFF:86.57',R - GROUP cn o w p0�° 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN SSCO 06 SSMH 40A ��' / APPROPRIATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT 201 i uu 73-LF ���P s�'s d,S OF 8-INS PAC AT 1.25%� i ¥ 2p2X \ I 4 / LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO Oppe000 O�q���c�`b 9 x9O�y BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS B10 L4 1550 9 p c+., J / / 'q yp FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND I <FOF \ (N C, a; a b(d' UTILITIES. 1 8 A EL �, 0' gSS�cgT0 "' CD 2� O I / / \ 3. PROFILE ALIGNMENT REPRESENTS PIPE CENTERLINE. STATIONING IS GIVEN TO gyp0 F_ CO CENTER OF STRUCTURES UNLESS NOTED OTHERWISE. 6 ` y o 0 N co' \ p i Q L` "' k 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION u) ow 2 S o: Zp3� O �9• 6" OF ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE SSMH 40 �� p °�° jo SSMH 38 F �'� �'p `��O CONSTRUCTED PER SECTION 305 AND 306 OF THE ISPWC. BS rr5 p RO Q CIO s��X \Q S �FOF �1S p IO & s> 81/V pip F 8\NQ$ j� ` 5. NO PERMANENT STRUCTURES CAN BE WITHIN AN EASEMENT OR OVER A Q. % gTOq p/ / 2 Q ` SEWER/WATER MAIN.THIS INCLUDES BUILDINGS, CARPORTS,TRASH ENCLOSURES, 136° FUTURE TREES, OR DEEP ROOTING BUSHES © kL 8 SS 2 CO I3 FUTURE coo SSMH 39 # I I \ N �' W W F Keynotes: CV � � 1. POTABLE WATER MAIN CROSSING SEE SEWER NOTE NO. 2 ON SHEET C1.00. 2 ��a; 2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE SEWER NOTE NO. 3 ON SHEET ' I 2 9 C1.00. FUTURE FUTURE Q4 0 IE:2660.5 ISTA:203+73.55 4 3. NOT USED.B12 L1 OFF:49.33',R O \ ° 4. INSTALL 4-IN SEWER SERVICE AT A MIMIMUM 2/o GRADE TO LENGTH SHOWN PER I \ ISPWC SD-511. CAP AND MARK PER MERIDIAN SD SW3. ne B 0 3°' Li N Horizontal Scale: 1" = 30' UJ y 2679 Sewer Line 132: Sta. 20 +00 - 206 10 2679 HORIZONTAL SCALE 111 30' VERTICAL SCALE 1" _ C. 2676 2676 ~ 0 y 2673 2673 W Q C3 � Q CD 2670 2670 Cn Q � o EXISTING GROUND AT CENTERLINE PIPE p 2667 2667 Q ccz _ Q Ca , w 2664 , 2664 PROPOSED GROUND AT Revisions CENTERLINE PIPE 1. AGENCY COMMENTS 07-28-25 2661 2661 73-LF OF 8-IN PVC Al 1.25% 2658 90-LF OF 8-I1v PVC AT 0.40% 2658 115-LF OF 8-IN PVC AT 0.40% SSCO 06 110-LF OF 8-IN PVC AT 0.40% T-TYPE C.O. PER MERIDIAN SD S1 I 109-LF OF 8-IN PVC AT 0.40% STA: 201+19.01, 0.00, SSMH 40A RIM: 2663.92± 48-IN DIA. PER ISPWC SD-501 SSMH 40 2655 IE OUT: 2658.78,8-IN PVC (N) STA: 201+92.48, 0.00' 48-IN DIA. PER ISPWC SD-501 SSMH 39 2655 RIM: 2663.24± STA: 202+82.10, 0.00' 48-IN DIA. PER ISPWC SD-501 SSMH 38 IE IN: 2657.86, 8-IN PVC (S) RIM: 2664.11± STA: 203+96.77, 0.00, 48-IN DIA. PER ISPWC SD-501 WATER MAIN IE OUT: 2657.76, 8-IN PVC (NE) IE IN: 2657.40, 8-IN PVC (SW) RIM: 2665.39± STA: 205+06.59, 0.00, QCROSSING IE OUT: 2657.30, 8-IN PVC (N) IE IN: 2656.84, 8-IN PVC (S) RIM: 2664.95± $ZONAL IE OUT: 2656.74, 8-IN PVC (NW) IE IN: 2656.30, 8-IN PVC (SE) c��'��G\ST 2652 IE OUT: 2656.20, 8-IN PVC (NW) 2652 10961 EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION 0 AT CENTERLINE PIPE AT CENTERLINE PIPE f��TE OF 0 2649 2649 s0N DEN O O CT LCJ q� O N co co ccO 0-) (0 co coCZ) M O a) CZ) O C O V O O LCJ coO > co N T CV co . I� CZ) co Lf'7 . O � N T CZ) . O 00 c0 � LO D� 2e(�J 2D25 LCJ co co Cl) N N N co LfJ LO LfJ co cD LO Ln Ln LO cc � cc CIO CO C7 c0 CIO cc CID cD co cD co cD (0 C.0 � cc (0 C.0 C.0 cc (0 c0 (0 cc (0 cD � C.0 � C.0 � CO � c9 Q0 co CIO co Q0 co CIO co Q0 co Q0 c9 � c9 c`co co c`co (9 � co CC) c9 Q0 co Q0 c9 Q0 c9 Q0 co Q0 co Q0 co Q0 Project No.: 121172 N CV N CV CV N CV CV N N N N N N N CV CV CV N N CV N N N CV CV N N N N CV N CV N CV N Date of Issuance: 07-28-2025 3 201+00 201+30 201+60 201+90 202+20 202+50 202+80 203+10 203+40 203+70 204+00 204+30 204+60 204+90 205+20 205+50 205+80 206+10 Project Milestone: PERMIT SUBMITTAL a Sanitary Sewer Line 132 w E �o _- C4mO5 ��o