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HomeMy WebLinkAbout83.01 J.C. Sipe Jewelrs Utility Plans and Detailt w v v m 434 �0 9 II C] R `a 1 I ro I I J _ •I •t•r,I . rig' 3a � \_ PROPOSED :A 2 FFE = 82 ;0 PAD = 82 1 1 cp O 10 8 7 6 s.: z. 4 5 I 7I I; c 1 I ; AI -t i; >l!1 l).. S M `,TR.4 } �\ \ 3 - , ; t t N N A. H C r 13 �.• 5 6 , \7 STORM c-;TR_ 12 � 3 = - . z NEENAI� R -3405 ' —� 1(�= 81.x, 60 � yr,, �..= IN= 816 0 ; 6 W V _� v 0 11 ,r. I N :.. x 16.2 7 1 819.2,1 6 U I U ••,�, t)' N -g75 g` ial ,� � TC= 820.32 N)=815.43 � """A -•..�� r S ) ( NM 1 i OF — '1 y' OF 1 „ 1.-,�, l�F. � i )1�'M N • o "�'• _ R OF co N 1N _ 81 N— S FFN�1F - QN 65 '' �\,4 9 8 N 0 5 ! 4 BUILDING LINE CLEANOUT PLUG AND ADAPTER 1/8 STREET BEND NEENAH CASTING R -1976 i FINISH GRADE 6" PVC SEWER PIPE NOTE: CONNECTION TO CLEANOUT STRUCTURE TO BE WITHIN 3.0' (THREE FEET) OF THE FOUNDATION WALL. CLEANOUT SCHEMATIC CREATES TWIN S' LESS TIM S (2) EDGE OF PMYV". CURB. txmER oR 91rLAR SIRIx�n+FE (1) RECww iiIYL�Lf1LL Ic- wrw WAFER D • ww OwEIFR 1 OEPj,_ -OF p� pq1, �wC�ir�Ol M. CLASS I ' BE�WrC w1ERMt I1AN0 iArPED GR *Am om (NO SCA1.4 ItIN. 6• TOPSOL TO ENSURE CLASS L*W PAIIENEIIT o s 1.23 Oct 12. 1 B O C� TPtRDCO= WK Ir Au lax" a unt P 1r WL11111m LIFTS A INK t' CLEAAM" Swu BE PADVW � SUE Of D PpE THE ♦- TYPICAL BEDDING SECTION PK • IOPE PIPE (Np FAI) WIN. 1• TOPSOL TO ENSURE CRASS GKWFK IF NOT Wom TWIN S' (1) L#W PAY£JrIEM LESS TIM 3. 0) I TL v � EDGE of Cu GVt1FS GR SIIONL ' a �• OUTVK DM1im (2) 1.25 & ♦ 12• (UK) D • warn TYPICAL BEDDING SECTION PK • IOPE PIPE (Np FAI) WIN. 1• TOPSOL TO ENSURE CRASS GKWFK IF NOT Wom TWIN S' (1) L#W PAY£JrIEM LESS TIM 3. 0) I TL v � EDGE of Cu GVt1FS GR SIIONL ' (1) Yin I.25 III; �• OUTVK DM1im (2) 1.25 & ♦ 12• (UK) D • warn ppNSpu � • 1WEANL� 1 NOTE: A OEM" A INTWL 9LNfT5 % 12• � x A YIN r CLIaRANC.'E Ofl PROCTpt 0 1/6 Ic 0 (WK &DOWN &4 OR E : AMil FJL O�OIAiN'1AACATSED IOWSL bvaw0 mix" TYPICAL BEDDING SECTION PINE u+o srxq I 3 I 2 0 PLAN NOTES: O1 CONNECT BUILDING SANITARY LATERAL TO EXISTING SANITARY MANHOLE AND BUILDING LINES. COORDINATE CONNECTION WITH PLUMBING DRAWINGS AND ACTUAL LOCATION OF MANHOLE ADJUST AS REQUIRED. O CONNECT BUILDING STORM LINE TO EXISTING STORM MANHOLE AND BUILDING LINES. COORDINATE CONNECTION WITH SITF DRAWINGS AND ACTUAL LOCATION OF MANHOLE. ADJUST AS REQUIRED. O CONNECT BUILDING WATER SERVICE LINE TO EXISTING WATER VALVE SET AND BUILDING CONNECTORS. COORDINATE CONNECTION WITH PLUMBING DRAWINGS AND ACTUAL LOCATION OF WATER VALVE. ADJUST AS REQUIRED. 4O CONNECT BUILDING ELECTRICAL UNE TO ELECTRICAL TRANSFORMER. COORDINATE CONNECTION WITH POWER COMPANY AND ELECTRICA:. DRAWINGS. ADJUST AS REQUIRED. O5 CONNECT BUILDING GAS SERVICE LINE AND METER TO EXISTING GAS UNE AND BUILDING CONNECTORS. COORDINATE CONNECTION WITH PLUMBING DRAWINGS AND ACTUAL LOCATION OF GAS LINE. ADJUST AS REQUIRED. O CONNECT BUILDING TELEPHONE SERVICE UNE TO EXISTING TELEPHONE LINE AND BUILDING ONES. COORDINATE CONNECTION WITH SITE DRAWINGS AND ACTUAL LOCATION OF TELEPHONE SERVICE. ADJUST AS REQUIRED. O7 CONNECT BUILDING CABLE TV SERVICE LINE TO EXISTING CABLE TV AND BUILDING LINES. COORDINATE CONNECTION WITH SITE DRAWINGS AND ACTUAL LOCATION OF CABLE TV SERVICE. ADJUST AS REQUIRED. GENERAL NOTES: 1. THE CONTRACTOR SHALL CONTACT ALL APPLICABI_F UTILITIES AND VERIFY ANY AND ALL FEES ASSOCIATED WITH THE INSTALLATION OF ALL UTILITIES. 2. PROVIDE MECHANICAL RESTRAINTS FOR ALL WATER LINE BENDS AND TEES, INCLUDING TAP CONNECTION. 3, CONTRACTOR SHALL COORDINATE WITH WATER COMPANY FOR DOMESTIC SERVICE. CONNECT TO BUILDING DOMESTIC LINE. COORDINATE WITH PLUMBING DRAWINGS. 4• COORDINATE LOCATION OF ELECTRICAL AND TELEPHONE LINES WITH LOCAL UTILITIES AND ELECTRICAL DRAWINGS. 5. COORDINATE LOCATION AND SIZE OF GAS SERVICE CONNECTION AND INSTALLATION OF SERVICE LINE AND METER WITH GAS COMPANY AND MECHANICAL DRAWINGS. 6. COORDINATE LOCATIONS AND CONNECTIONS OF BUILDING STORM LINE WITH ARCHITECTURAL DRAWINGS. 7. VERIFY EXISTING INVERTS OF STORM SEWER AND SANITARY SEWER. ADJUST INVERTS AS REQUIRED. DOCUMENT ANY CHANGES. $. MAINTAIN 10' CLEARANCE BETWEEN SANITARY LATERAL LINE AND DOMESTIC LINE SERVICE. 9. FOLLOW ALL LOCAL AND STATE CODES IN REFERFNCE TO DOMESTIC LINE INSTALLATION AND SANITARY LATERAL INSTALLATION. 10. FOR ON SITE UTILITIES NOT LABELED, REFER TO MERCHANTS POINTE INFRASTRUCTURE DRAWINGS FOR INFORMAfIUN. SCALE: 1 " = 30' 0 15 30 60 Call 1- 800 - 382 -5544 2 WORKING DAYS BEFORE YOU DIG. "IT'S THE LAW" INDIANA UNDERGROUND PROTECTION SLnVICE, INC. SAUT10N11 THE LOCATIONS Of ALL EXISTING UNDERGROUND UTIUTIES SHOWN ON THIS PLAN ARE BASED UPON ABANf GROUND EVIDENCE (INCLUDING. BUT NOT L"TED TO. wAnHOLES. "-M. VALVES. AND 1WiKS MADE UPON THE GROUND 01 OTHER) AND ARE SPECULATIVE IN NATURE. THERE MAv At SC BE OTHER EXISTING UNDERGROUND UTILRIES FOR wiII IHFRE IS NO ABOVE GROUND EVIDENCE OR FOR wHICH NC AWWE GROUND EVIDENCE WAS r*SEftW. THE EXACT LOCATK)"S OF SAID EXISTING UNDERGROUND UTbUM SHALL BE vFRIFtED By THE CONTRACTUR PRIOR TO ANY AND ALL CONSTRUCTION PJM CALL *tQM YOLEr T- 800 - 302 -SSN TOLL nta 2 I 1 ■v u) H a. `� iS T E qF /�'F'��ti J. N0. S f � {/ * + 8827. Z STATE OF 'cam AIJAN H VEME P E. 8827 Co V L24 x o� W w O Er 1 Q w �o Q� Q O V x &" *�4 o x < „� v 2 O co C SHEET NO C4 H H � x d LET ; W d W% z 7 Lfj Q a4. W • Wa; Z W 7. O Q Z W� W W0r- Qcooch°� V W Z 02 <T:.Lf) 0 w c °z..o a vi�°s° w ru ��co z z o <i co) . MEN 7 U z W V n C.7 3 0 U i� m3 0 0 I aU m Im(' � M Oct )0 aowa�l am ■v u) H a. `� iS T E qF /�'F'��ti J. N0. S f � {/ * + 8827. Z STATE OF 'cam AIJAN H VEME P E. 8827 Co V L24 x o� W w O Er 1 Q w �o Q� Q O V x &" *�4 o x < „� v 2 O co C SHEET NO C4