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HomeMy WebLinkAboutDWG_C-4 Utility Plan - Franklin Industrial I I 30.0' KEYNOTES: II o 2 5 � 10 INSTALL 6-INCH SDR-35 PIPE @ 2.0% MIN. WITH "T"-TYPE I I I N I CLEANOUT PER CITY OF MERIDIAN DETAIL S1, INSTALL 90' TO MAIN. BOISE INDUSTRIAL ADA 02 INSTALL 2-INCH BLOWOFF ASSEMBLY PER CITY OF MERIDIAN PROPCO 1 LLC 10.0' 2634.00 INV. I DETAIL W12. PARCEL R7820120850 A3 INSTALL 4-INCH BLOWOFF ASSEMBLY PER CITY OF MERIDIAN (NOT A PART) I � N DETAIL W12. ® POTABLE/NON-POTABLE CROSSING. SEE SEWER NOTE #2 ON C - R/W - - - - - - - - - - R/W - - - - - - - - - - R/W - - � - - - - - R/W - SHEETC-1. w o Q 5 EASEMENT LOCATION. SEE EASEMENT NOTE#1 ON SHEET C-1. a+ a INSTALL: 8"x8"x6" TEE (MJxMJxFLG) 4 I © INSTALL"T"-TYPE CLEANOUT PER CITY OF MERIDIAN DETAIL S1. O a 6" GATE VALVE (FLGxMJ) I cr1 . w P �_o E FIRE HYDRANT° PER LF OCITY OF MERIDIAN ESDPIW8 W W ° I a I � w W W W W W W W W W W W W I W /3\ W W W W W REMOVE EXISTING BLOWOFF INSTALL: 8" TEE (FLG)8 GATE VALVE (FLGxMJ) N 4 INSTALL 61 .C-900 WATER PIPE 9 LF 8" INSTALL 45.1 LF 8" AND CONNECT TO EXISTING INSTALL 110.0 LF 8" C-900 WATER PIPE C-900 WATER PIPE I w 8 WATER LINE 2-8„ FLGxMJ ADAPTER 4 2638 26.4 LF OF 8" C-900 WATER PIPE INSTALL: 8" TEE (FLG) c 0 2-8" GATE VALVES (FLGxMJ) EAST L A N A R K N STREET 58.4 LF OF 2-8" FLGxMJ ADAPTER THERESA L ELLIS 11+00 12+00 8 C-900 WATER PIPE 180" 13 o PARCEL S110938907 i I i I (NOT A PART) R 2628.71 INV. E --s s MH S S S S S S S S S S S V, S S S S S S MH A �� oy � C111j 26`38 - REMOVE EXISTING CAP, FIELD VERIFY EXACT 2628.54 INV. Q LOCATION AND NOTIFY ENGINEER OF ANY 4 SEWER MANHOLE A-4 w DISCREPANCIES PRIOR TO INSTALLATION. cn z N o Cn N STA=12+92.69 EXISTING SEWER MANHOLE A-3 N OFF=3.54R �y0& SF P X STA=10+77.80 w RIM=2637.89 RIM=2638.09 I a N zd"w IQ wawa fk azQF - R/W - R/W - INSTALL 214.1 LF OF 8" 200psi N 10.0' r a N PVC PRESSURE IRRIGATION MAIN 4 4 INSTALL: 8" GATE VALVE W ALDER AB OWNER XV LLC W PARCEL R7820120450 (NOT A PART) PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PI�R PIRR PIRR No 7.0 I w e I � W F��� �w d PLAN VIEW �> I / dw %� U � N SCALE 1 "=10' dx z a wog; xza�- ddx 5 a�Y N 2645 2645 21 N r/� Nv` EXISTING SEWER MANHOLE A-3 2640 SEWER MANHOLE A-4 2640 ICI a STA=10+77.80 FINISHED GRADE ALONG FINISHED GRADE ALONG STA=12+92.69 I..I R1M=2638.09 STREET CENTERLINE STREET CENTERLINE RIM=2637.89 0 W I h -1 I II I i i-i=� 1= 1 1= M. I I I I III I I L I i i=� I=1 i i _I� I I I=11=- ICI I II1- - -� + _ _________ I 1 ___ - - �= � I III-I III III II III � O 0 PLO 171 LL wl x I I EXISTING GROUND ALONG-1EXISTING GROUND ALONG-1 w Z: 2635 STREET CENTERLINE 4 INgTFR STREET CENTERLINE 2635 zo IBC Q 1� I I? I I �2 __j LI_I I I w N 0 EXISTING 5.7 LF OF c`� a q a a 8-INCH PVC SS © 0.409 5.0 E I SS @F0840%PVC GRAPHIC SCALE � 2630 I I REMOVE EXISTING CAP, FIELD VERIFY EXACT 2630 10 0 5 10 20 a w LOCATION AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO INSTALLATION. 205.2 LF 8-INCH PVC SS @ 0.40% w (IN FEET) P� 1 inch = 10 feet. z C� o - °� w x c N rn 60� FEE]. �❑ A U c N N � L CP cP o ^ yy W I� I 2625 1 2625 NIn In In N + + + I--I N 10+75 1 1 +00 1 1 +50 12+00 12+50 13+00 ~ �" PROFILE VIEW w a SCALE H:1 "=10'; V:1 "=2.5' v A a a DRAWING NO.: c C- 4 o �Gw,�, below.. lI om you dig. SHEET 4 OF 10