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HomeMy WebLinkAboutC600 Utility Plan LEGEND GENERAL NOTES m EXISTING PROPOSED I — 1. ALL EXISTING UTILITY LOCATIONS SHOWN HEREIN ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S w I I> H GATE VALVE RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING Q HYDRANT UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION.NO REPRESENTATION IS MADE THAT ALL 0 I ASSUMESUTILITIES ARE SHOWN HEREON.THE ENGINEER NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR Q ' REDUCER UTILITIES NOT SHOWN N THEIR PROPER LOCATION. FBI TEE 2. ALL ABOVE GROUND UTILITY APPURTENANCES SHALL BE ADJUSTED TO MATCH PROPOSED FINISHED GRADE m SANITARY SEWER MANHOLE ELEVATIONS. ®° I I I ® SANITARY CLEANOUT 3. CONTRACTOR TO FIELD VERIFY EXISTING INVERT ELEVATIONS PRIOR TO CONSTRUCTION AND NOTIFY THE WATERMAN ENGINEER OF ANY DISCREPANCIES. z I I I SANITARY SEWER 4. PROJECT SHALL COMPLY WITH ALL IDAHO DIVISION OF DRINKING WATER RULES AND REGULATIONS O_ STORM SEWER INCLUDING,BUT NOT LIMITED TO BACKFLOW PROTECTION AND CROSS CONNECTION PREVENTION. U) CU I I I j o I i i I ELC ELC UNDERGROUND ELECTRIC 5. PROJECT SHALL COMPLY WITH ALL CITY OF MERIDIAN AND IDAHO STATE PLUMBING CODE SPECIFICATIONS Lu <n I AND REQUIREMENTS. Q I — I COM COM TELEPHONE I I GAS GAS GAS MAIN 6. ALL CONSTRUCTION IN THE CULINARY WATERLINE AND SANITARY SEWER LINE PIPE ZONE SHALL COMPLY WITH ALL CITY OF MERIDIAN AND IDAHO STATE PLUMBING CODE SPECIFICATIONS AND REQUIREMENTS. L S I € I EXC.EXC. 19 SANITARY SEWER NOTES Y I I I o 1 O CONNECT TO EXISTING SANITARY SEWER LINE WITH SANITARY CLEANOUT. z I I I CONTRACTOR SHALL NOTIFY ENGINEER IF THERE IS ANY CONFLICT PRIOR TO PROCEEDING. t-------SDCB (COVERED) 2 FURNISH AND INSTALL 4"SANITARY SEWER LINE PER 2017 IDAHO STATE PLUMBING I RIM=2684.49' CODE AND COM STANDARDS AND SPECIFICATIONS. LENGTH AND SLOPE PER PLAN. I I �\\ L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I LO - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - gIM=2687�g—� — — — — — — — — — LO I I O PROPOSED SANITARY SEWER BUILDING CONNECTION.STUB AND CAP WITHIN5'OF z z (3 _ I I INV. 8" PVC \ PROPOSED BUILDING FOOTPRINT. INVERT PER PLAN.SEE PLUMBING PLANS FOR CONTINUATION. c — — — — — — W=2670.26' — I I — — — — — — _ O — — — — — — — — — — — — — — — — — — — — — — .� — — — — — 4 FURNISH AND INSTALL'T'-TYPE CLEAN-OUT PER COM S1 STANDARDS AND p rn OU - - - - - - - - - - - - - =z======J - - L SPECIFICATIONS. INVERT PER PLAN. z PRIVATE DRIVE U O Q �, I I I I I I 00 Q o � O z w = cca _ 8" PVC I I O FURNISH AND INSTALL 1,500 GALLON GREASE INTERCEPTOR PER COM S1 STANDARDS Q � w - - -� — Q Q Q Q Q d AND SPECIFICATIONS. INVERT PER PLAN. U) Z g o I _ d I -GRAY PVC STUBS �-HIILLLS CENTURY FARMa $ 1 d d d d WATER NOTES >% o w a E I _ _ _ _ — - - NORTH SUB 5 (V _j — — EXC. 19 - - - - — — — — — — — — — — — — — — — — — — — — — — — _ _ _ _ _ _ _ _ _ _ _ _ _ O - GAS G AS _ _ _ _ !!CAUTION!! UTILITY CROSSING VERIFY INVERTS PRIOR TO CONSTRUCTION. co c — 1 U =�=__— - - - - - - - - - - - - - � - - F_ N W "� - - -� I �9 1 11 w i? S- I • • • • • �—x x x x x x x x I x T_x x x x x — _ — — — — — — — — — — — — — _ 1 O CONNECT TO EXISTING WATER MAIN PER COM STANDARDS AND SPECIFICATIONS. _ 2 _ _ — — — — — — — - - - - - - - _0 — — — � �yx - - - - - - - - } - - - - - • 1 �-GREEN 2X4 STUBS I - - - - - — _ 88LF-4"PVC _ _ _ cco _ _ @ 7.15% — — — — — — — — - O FURNISH AND INSTALL 2"SERVICE LINE,2"WATER METER VAULT AND BYPASS PER COM c i r �_ L J F_ a SS-100 — — — — J SD-W5 STANDARDS AND SPECIFICATIONS. VAULT LID TO BE FLUSH WITH SIDEWALK L J Q SS-102 1 RE:2687.58 GRADES. N I I o RE:2677.89 2 U IE:2670.93 W .N 2'� I o IE:2677.52 W IE:2677.52 E ® FURNISH AND INSTALL 2"SERVICE LINE AND 2"IRRIGATION METER AND BOX PER COM co 0 �` EXC SD-W4 STANDARDS AND SPECIFICATIONS.SEE IRRIGATION PLANS FOR CONTINUATION. w I 6 OEXC I 28 LF-4"PVC U 0 o SS-101 L z I I I I �x�.—max @6.83/o RE:2677.56 3 SS-103 o O FURNISH AND INSTALL 8"C-900 WATER LINE PER COM STANDARDS AND SPECIFICATIONS. * IE:2679.40 E IE:2677.19 W ♦— LENGTH PER PLAN. 0 r PROPOSED BUILDING 1 5 IE:2677.19 E cn I I I 1925 LF OF ± 11,300 SF N a U I V 2 1" PVC FFE: 2,688.40 O © FURNISH AND INSTALL 6"C-900 FIRE SERVICE LINE. LENGTH PER PLAN. • �� b"� I I 4 3 2 0 cn w FURNISH AND INSTALL 2"SIDR SERVICE LINE. LENGTH PER PLAN. I 6 9 FURNISH AND INSTALL 2"SCHEDULE 40 PVC IRRIGATION LINE.LENGTH PER PLAN. 11 6 LF OF aoi •I 14 6 6" C-900 i _ I 55 LF OF 7 3 LF OF L Q 7 7"LF OF ( O FURNISH AND INSTALL TEE WITH THRUST BLOCK PER COM STANDARDS AND .cuSPECIFICATIONS.SIZE PER PLAN. I I 2 SIDR7 2" SIDR7 7 2 SIDR7 it X X m o ; I I 56 LF OF 6 10 7 11 6 10 LF OF a FURNISH AND INSTALL BEND WITH THRUST BLOCK PER ISPWC SD-403.ANGLE PER PLAN. X X g Q I I 53 LF OF' 6 C-900 4 O 6 C-900 U X E I 2" SIDR7 7 1 U O ) P w 00 X 1"0 I it x _ a 6 6"LF OF 4 FIRE SERVICE BUILDING CONNECTION.STUB WITHIN 5'OF BUILDING FOOTPRINT.SEE O LO I-_ X } I I I 53 IF OF 6 ` 1 �M 6 C-900 �� �.� PLUMBING PLANS FOR CONTINUATION. a N 0 X o m o IC-900 1 I O Q X w m o W ' — ■ I T LC ( 5 WATER SERVICE CONNECTION.STUB WITHIN 5'OF BUILDING FOOTPRINT.SEE PLUMBING Y X LD v 9 18 122 LF OF 7 1 ` I 3 7 3"LF OF PLANS FOR CONTINUATION. v w Of _ • I I I 2 SIDR7 2 SIDR? 2 - 1 1 I 1 ( 1 1 $ FURNISH AND INSTALL GATE VALVE PER COM STANDARDS AND SPECIFICATION.SIZE � � EXC. 1 &-�•-�- 2 i 9 � 18 123 LF OF i � PER PLAN. - EXC. 191"0 I _ 6' C-900 6 cu cu 0- O U) x I I 2"p — - - - - - - - - - - - - 3"0 3"� — 1 , 4"� 2"� — — — — — — — — — — — — — — — - 9 1"PVC IRRIGATION PIPE.SEE IRRIGATION PLAN FOR DETAILS O I I — 2'0 f�� 2"0 2"0 2.,� - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2„�- - - - + � U �r o x I I 3»0 2"0 - - - — - - - - - - - - - - — A J 3"� X x 3"0 4' 3"� 3"o 2"0 _ DRY UTILITY NOTES x -BLUE PVC STUBS I \--BLUE PVC STUBS O CONNECT TO EXISTING ELECTRICAL SERVICE.SEE IDAHO POWER PLANS FOR DETAILS. E °� I I BLUE PVC STUBS HILLS CENTURY FARM-� CONTRACTOR TO COORDINATE WITH IDAHO POWER. (D 0 NORTH SUB CL Q I NO 1 EASEMENT � I I ENTRY N0. 57018 2 PROPOSED ALIGNMENT OF POWER.SEE IDAHO POWER PLANS FOR DETAILS. cm Q I i O PROPOSED TRANSFORMER LOCATION. REFERENCE IDAHO POWER PLANS FOR DETAILS. Z M Q o I I U IY NO ® PROPOSED POWER SERVICE ENTRY LOCATION.STUB AND CAP WITHIN 5'OF PROPOSED 01 Q BUILDING FOOTPRINT.SEE ELECTRICAL PLANS FOR CONTINUATION. o I O_ QO I z � � 0 U � O OJOL� O O Q Z U � O N C� `� z O CONNECT TO EXISTING GAS SERVICE.CONTRACTOR TO COORDINATE WITH J O I 0 O 0 � O O LL J Q ~ Lj 0 O Z J m INTERMOUNTAIN GAS. H a O � mz I � 0 `S � Oz � � O N � OL� O CU m0 � m0 OJOa 0 � m � m c fr1 � Cp J � Q C� Ep O J m Io C� z m Q J O 6 PROPOSED ALIGNMENT OF GAS SERVICE.CONTRACTOR TO COORDINATE WITH CD r7 � MD O � J (Y 0z O � OL� O O Z U � Z � I 0cn �__ mom q — mom 0 � � OLLO NC� � � Z f� Nw (n INTERMOUNTAIN GAS. cn 0cn > m N-) DY >- z U � N 0ZJm coo u z `2 N W c0 � Z C0 � 0 — � 0zJm z m N >_ `S )_ z � — mom U = I O N Z N W n J N LZ I� m — Q O O J m m 0 J m m O — O PROPOSED GAS SERVICE ENTRY LOCATION.STUB AND CAP WITHIN 5'OF THE O `n Z O = COO U O — 0 O 0 L� m CO z J J m PROPOSED BUILDING FOOTPRINT. _ W o Jim r� F � = COD U (D 00 — O 0Q � � r- N W (n � O � O I m = 0 (nm m = 0 � ~ rooms r� NWT ND `S � z CO � Nz � C00 U � = Z (�6 CD J Q (� J J m m O (n m CO O U O J (Y N W � 0 _ ® CONNECT TO EXISTING TELECOM MUNICAITONS SERVICE.CONTRACTOR TO ( , � m = I (Y — Z — J 0 J O 0 m m Z � U = (Y O COORDINATE WITH UTILITY PROVIDER. I m = m — z cn — Z ar ocn ocn � � QO J 0 c m = J J m CD � Z (Y J m (n � O O PROPOSED ALIGNMENT OF CATV/COMMUNICATIONS.CONTRACTOR TO COORDINATE Q m I (n J O z N w 3 J O = z WITH UTILITY PROVIDOR. v I I = Z � oF__ O = Z '�^ Q 0) C6 I m = O (n m Q PROPOSED CATV/COMMUNICATIONS ENTRY LOCATION.STUB AND CAP WITHIN 5'OF v, N I I J O PROPOSED BUILDING FOOTPRINT. z z m = Z �I` O Q LL o w 0Y Q I i , a a / O a E H a o a Q z L LLI a GRAPHIC SCALE IN FEET (n Q 0 10 20 40 o � � a .� Q W a- � NORTH z z O (D COH811 CAUTION: NOTICE TO CONTRACTOR 5 f� W o Before THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS v SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND,WHERE POSSIBLE, LV JI E MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE J j o CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO w SHEET NUMBER ,� REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO F- cn RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. ^ C V^COO Y L.L