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HomeMy WebLinkAboutCC - CDDATE: 3/15/10 SEE SHEET C-09 GENERAL NOTE: 1.) SEE COVER SHEET FOR LEGEND o� l '� / �' KEY NO TES: _ V)� �z ' 0 SEE SHEET C 04 FOR ROAD %SECTIONS: I v 14 X 18 I R R I G A TI 0 N , U, � - I 0 1 2. SEE SHEET C-28 ON-SITE PLANS FOR �/ "� _ 4 � O PUMP STA. PLAN / / i PUMP BUILDING i m Q REPLACE ASPHALT FROM CENTERLINE TO , FF EL=66.00 > 1 21 ' 1 1 o m Q / /,.-Z- , EXISTING EDGE OF PAVEMENT. F- I •- I I D 1_1,`� �� � � � I P +o I I � i STA, 11+23,59 / ��' 0 20 40 60 80 ' w I 1 80 LF OF 8" PVC IRR. CASING "-20-' °D cn---------------------------------------------- INV. 2752.60 (N&S) CONTRACTOR TO REMOVESCALE 1 ----------------------------------� EXISTING WET WELL, WIERS, vim/ AND HEAD WALLS. ��' Q / �� / O STA. 11+18.59 ' I I STA. 11+18.59 / 55,90 TBRC 55,90 TBRC / FUTURE 4" SECONDARY STA, 11+35,94 IRRIGATION BACK UP � KEEP SUBDIVISION ® LANDSCAPED COMMON LOT 58 ' w I 0RC 0 1 i STA, 11+35,94 1 55.80 TBRC CONNECTION TO BLDG. IEND CURB END CURB DI °0<�@ " INV, 52,60 12 ❑UT _______ D INV, 52.10 2I IN ♦ �� �� CONTRACTOR TO INSTALL WITH ON-SITE PLANS 5' SIDEWALK ©0.5' ABOVE CL OF ROAD RAMP WALK TO EP PER HC STD'S RAMP WALK TO EP PER HC STD'S 4' TAIL WATER MANHOLE 0') / � � 178,87 LF OF 12" PVC GRAVITY IRR, LINE 62 LF INV. EL.=2760.33 (12" IN&THRU) r 4.0 _ 264 LF OF 12 PVC GRAVITY IRR LINE IRR.BOX#2� , 40 SITE TRIANGLE RIGHT -OF =WAY LINE IRR.BOX#3 - TBM 2 �� --� - TOP OF 5/8" IRON �^IRR.BOX#1 -- -- -- -- -- -- -- -- -- -- ---- -- -- -- -- -- -- -- -- - -- -- -- -- -- --� W8 W5 INSTALL: 4" WATER METER MH RIGHT-OF-WAY LINE 40' SITE TRIANGLE F 66 LF OF 12" FVC DRAIN LINE -- -�❑ -- _ ♦ PIN EL -2766.58 9 ♦ FH STA. 37 L 5+60 PER CIYT STD'S W5 � - - - - - - - - W8 - - - � -�- - - ? FH STA. 5+60 EG EG EG EG �� ❑HP ( ) ❑H G��P �A�d�-GAS DHS TT G�d�P ���H� S �kl� ��1�P GAS- �H�a� R G�d�P � 5 �]H�ZT� P G ��H�A� R G��P �A�d.��TS �H� QIP G �HPA� R -E1Hp_ �� fl��S vi °� �A�H� i�� ��G�S (37' L) S A� GAS ❑1��- -flH2�� CL. OF DITCH GA C�PAS - ♦ ♦ _ - \ �EG W15 - CONTRACTOR TO REGRADE DITCH TO DRAIN_ - NEW PAVEMENT LINE CL OF DITCH- \ \ \ FG \ ��CCD �E EG EG EG 17' E� ECI EG 21' EK EG EG �- EG E`G E EG\ EY EG -� EG EGA EG EG �-- EGA EG EG �- E {� EG EG E 21' Il SAW -CUT SAW -CUT I G EG G E s "s G EG EG E 8"s "s 15 s 2 , 8 8 0+00 1+00 �L 1 SAW -CUT AT CENTERLINE TO NEW PAVEMENT LINE 4+00 2+00 3+00 � SM -Al 5+00 0 6+ - - - - CL - 1- - S. EAGLE ROAD - - - - - - - - W 1 i2"W 12"W 2"W "W 1 W 12" 12" 12" 12"W 12"W 12"W 2"W "W 1 W 12" 0 �� 339 LF OF 12" PVC WATERLINEEP 55 12" LF OF 12" Pvc 12"W "W "W "W 1 1 2Q �P7WE P EP EP EP EP EP EP EP EP EP E P EP EP E EP EP EP E EP EP EP E��EP EP EP E EP EP EP E P EP EP E���zp EP EP EP Q � W8 INSTALL: 1 -FIRE HYDRANT PER CITY OF MERIDIAN STD. DWG. W8 INSTALL: 1 -12"x12"x8" TEE (FLGXMJXFLG) »1-8" W1 INSTALL: 1-12 x12 x6 FLANGE TEE (MJXFLGXFLG) W2 INSTALL: 11-12"02"x4"TEE (MJXMJXFLG) W15 CONTRACTOR SHALL MAINTAIN 18 INCHES OF SEPARATION BETWEEN SEWER MAIN AND WATER MAIN PER BLIND FLANGE 1 -CONCRETE TRUST BLOCK <% W� 1-12" BLIND / 1 -CONCRETE TRUST BLOCK SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA58.01 .08 AND SECTION 430.02 1-8 GATE VALVE a 1 -CONCRETE TRUST BLOCK 1-4" GATE VALVE OF WASTEWATER RULES (IDAPA 58.01.16). SEE SEWR NOTE #2 ON COVER SHEET / 1 -12" GATE VALVE (FLGXFLG) \ 1 -12" GATE VALVE a 1-6" GATE VALVE 0+00 rri 1+® 2+00 3+00 4+00 5+00 6+00 O 277600 CQ O 2776,0 H � CQ h 2772.0 w 7710 to W VCQ 276800 - - - - - - - - - - - - - - - - - - - - - - - - 14:4 276800 CONTRACTOR TO INSTALL - - - - - - - _ _ EXIST, PAVEMENT @ CENTERLINE U z - - PVI STA. 6+25.46 PVI ELEV. 2752.25 27644 4'X4' IRR. BOX WITH WIER (SEE DETAIL SHT, C-4) ----- - - - _ - o � TAIL WATER MH - - - - c N STA, 1+61.00 - - - - - _ CSu cu�� ¢ w u K = 90.46 200.00 VC 2764.0 TOP OF MH 2760.0 - - - - _ _ + 1X,_1z w °� N ---___ 62 LF 12„ PVC INV. 12" 2760.48 (IN W..) - - - - - _� INV, 12" 2760,48 (IN S, & ❑UT N.) - - - ¢ caw 00 oA � Ui 'n 276000 - - - - `i' X CL - - I-2,23% (IN � � � 276000 STA, 0+95,00 TOP IRR. BOX 2767.0 - - 6T A.267 - _ 1+66.5 W) LF 12" PUC/GI @ S_ - 5' MIN. CONTRACT❑R T❑ INSTALL - r �-1 N Q > + bi NEW PAVEMENT @ CENTERLINE INV. 18" 2761.90 (IN S.) - _ TO FIRE HYDRANT (np) 4'X4' IRR, B❑X - - - z Baa J w INV. 12" 2761.90 (OUT N.) -2.77% - (SEE DETAIL SHT,C-04) - - w d � > IRR, BOX #1 (SEE WATER NOTE2 _ _ - -3,47% � X7560 COVER SHEET) MIN. 18" VERTICAL 339 LF 12" PVC WATERLINE SEPARTATI❑N OR - _ 2756.0 SLEEVE SEWER LINE - - - - 275200 178,87 LP 12"PVC/GI @ 5-3,07% - - _ 27��."C9 STA 5+04 IRR. BOX #2 8" WATER (W) STA. 4+30.79 42 LF OF TOP IRR. BOX 2760.0 12 " P VC 274800 INV, 12 2754.50 " INV. 12" 2754.50 (IN S.) (BUT N.) (SEE WATER NOTE 2748.0 3' COVER SHEET) MIN. 18" VERTICAL STA 5+60 SEPARTATI❑N OR 6" WATER (W) SLEEVE SEWER LINE TO FIRE HYDRANT 27440 PRO 27440 GINEE F,Q`r`�'l 0 390 LF 8" PVC SS 2740.0 r 4216 RIM 2756,70 4' DIA, MANHOLE (TYPE �'' A) 2740.1 -z 2 SEWER STA. 4+89,04 SMH c� TF A-1 OF \'D INV. 2741.10 8" IN (W.) 4 McH1J1C'_' INV. 2741.00 8" OUT (N.) 316,0 27 0 REV. DATE: ����� CIVIL ENGINEER: CONTACT/DESIGNER: PROJECT �iOo STAN McHUTCHISON 9159 W. LAKE HAZEL RICHARD L. GREEN 7663 W. SUNDANCE DR. DEEP S URDI VISION OFF-SITE SEWER, WATER AND SOUTH EAGLE ROAD 17-010 I-IORIZ, 1"=20' VERT, 1"=4) ART. #101 BOISE, ID. 83709 BOISE ID. 83709 GRAVITY IRRIGATION PLAN AND PROFILE SHEET (208) 484-9781 (208) 362-4022 STA 0+00 t O 6+00 ��I �� ©� DATE: 3/15/10