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HomeMy WebLinkAbout07 c300 site utility planWATER SERVICE NOTE: SANITARY SEWER NOTES: SANITARY SEWER PIPING INSTALLATION: iV 1. ALL NEWLY INSTALLED WATER LINES SHALL 1. ALL SANITARY SEWERS INCLUDED IN THIS PROJECT Q 141,8 L.F. OF 6"sdr26 SANITARY SEWER Qe NEW 60"dia. SANITARY SEWER LIFT 43.4 L.F. OF 6"sdr26 SANITARY LEGEND: - _ MEET OR EXCEED THE CITY STANDARDS FOR SHALL BE PRIVATELY OWNED AND MAINTAINED. LATERAL AT 1.05% SLOPE STATION WITH (2) ZOELLER E840 SEWER LATERAL AT 3.27% SLOPE r PUBLIC UTILITIES AND SHALL BE TESTED PER THE GRINDER PUMPS 40.0 L.F. OF 6"sdr2fi SANITARY SEWER 2. ALL NEWLY INSTALLED SANITARY SEWERS SHALL © 125.4 L.F. OF 6"sdr26 SANITARY SEWER _ _ _ _ _ _ _ _ fir- CITY OF CARMEL TESTING SPECIFICATIONS. LATERAL AT 2.86% SLOPE (SEE SITEWORK DETAILS) EXISTING STORM SEWER PIPES III /S O'bsl -� MEET OR EXCEED THE CIN STANDARDS FOR LATERAL AT (FIELD VERIFY) SLOPE 4USL _ � _ ` LINE INDICATES CONSTRUCTION PUBLIC SEWERS AND SHALL BE TESTED PER THE c NEW 36"s . PRECAST CONCRETE f� 10.4 L.F. OF 6"sdr26 SANITARY SEWER �" 4 k 1,000 GALLON OIL SEPARATOR -s^" EXISTING SANITARY SEWER PIPES _� LIMITS CIN OF CARMEL TESTING SPECIFICATIONS. SANITARY MANHOLE WITH SOLID LID LATERAL AT 13.379, SLOPE (INSTALLED ON EXISTING SANITARY II I an ELECTRICAL NOTE: CASTING: NEENAH R -1788-D 1,000 GALLON DETAILS) SEWER LINE - FIELD VERIFY) EXISTING SANITARY SEWER MANH01 _ I GALLON OIL SEPARATOR II �` SEE SI mv. in= FIELD VERIFY ? INV. IN 2'sdr26 NORTHWEST- 748.00 in= 748.40 'mv. out= FIELD VERIFY ------- WTR----- EXISTING WATER SERVICE MAIN D \ - TOP S ALL ELECTRICAL SERVICE CONDUITS SHALL INV. OUT 6"sdr26 EAST= 748.37 Inv. cul= 748.15 BE INSTALLED AT A MINIMUM OF 36" BELOW Ex. sort, ueNHo¢ \ '�-7!!a •� v0 EXISTING WATER VALVE PIT II I �� RADE. SEW L.F. OF 2MAIN SANITARY 50 L.F. OF 6"sdr26 SANITARY SEWER INV 8' Pae LIFT STATION CONTROL PANEL SEWER FORCE MAIN L^T`= PAL AT 205% S PE NV. W Ea x= Te4ss II I v SEE SITEWORK DETAILS) 1 INV e nvo EXISTING FIRE HYDRANT y0-bsl �� � � PVc a a1 w Re j\ - �� �."' 1.w.'Y_��_>•---�_���_r_�_N-_r_�� �_ _� _ _ �_ O I� EXISTING PIV VALVE o 0 III I li o ax ax EXISTING OVERHEAD UTILITIES o II,;, II NEW GAS SERVICE LINES j o f' -_--JILL WITH SHUT-OFF VALVES ¢ 0 15 0'bs I LIE -LIE EXISTING UNDERGROUND ELECT. LINES - = -•�� _ (BY LOCAL GAS Co.) (1) 1 1/4"pvc CORD IT I -' ` - - _rere_ n 46.8 ENC SE NEW SANITAR IA ERA \� s '-•rre______ _ _ _ - WITH tY ¢2 X Ip n E III wm "' -" i ? brass I d� type2 IN CONCRETE PE DETAIL, THIS Ig;�.� \ I� 1 I II� u<-'^- EXISTING UNDERGROUND TELE. LINES o 9 1 (2) N .8 FEEDERS co. brass © PAGE t 2 >rass AX 5 I i 1 o E n0 c III 1 (1) N .8 NEUTRAL / co. yPe I ° o (1) N .8 GROUND to panel sh-2inv.= 746.76 IX� brass inv= 742.8) I� --ro- - EXISTING UNDERGROUND FIBER OPTIC LINES v o a s -sea- 1 I `J o co. inv.= 744.79 1 I x III I 1 / ws GAS- aAs �s aas circuits 26,28 type2 ° type2 10.00' � , IA I - c - - - EXISTING UNDERGROUND CABLE LINES r GA as a 's brass0 brass ��[ •, ///�� )� " (-- 1 LOCATION OF NEW co. co. ''o - /� $ III 1 1 GAS MET R ca _ EXISTING UTILITY POLES v 3 T V IS o s o a III I SII 1a7sc o _ o - /N -----G-- EXISTING GAS LINES P SANITARY SE MA Z = z --- I HE WITH A 'SHFf�g R GAUD" PROPOSED STORM SEWER PIPES - E _ III I •' •' , . FONNECTION (BAC$ ILL WI H (Q (_ ENGINEERED FILL//YY wITHI�I o = FINIS{�GRADE) �7V5���VAAAA��� 5 / PROPOSED STORM SEWER INLETS W - E I \\ PROPOSED SANITARY SEWER PIPES I / / tYPe2 / I •brass SCREW TOP SANITARY SEWER CLEANOUTS UTILITY CONSTRUCTION NOTE: eO INSTALLED PER TYPE z DETAIL PROPOSED WATER SERVICEIt e:. qun. LUNHo/� w'-------- PROPOSED ELECTRICAL CONDUITS aw � II- ETI. / INR B' PVC N 19 - - H r U / /�// L Ue PROPOSED ELECTRICAL CT METER 32DuD PROPOSED TELEPHONE & CABLE CONDUITS �`aY� PROPOSED HIGH PRESSURE GAS SERVICE LINE ti / VERSATILE g �/ ® PROPOSED GAS METERING LOCATION a Building Addition s / ° eP I /r UTILITY CONSTRUCTION NOTES: CONSTRUCTION TC snm. w,{rHo�s III �I TIL- EXIST. BUILDING Floor Area: 26,74B.7q Sq.Tt. J / / �<c//3 ,,,d 3 INV. e' dVc i•-�n.°s �I FINISH FLOOR=752.70 1 Finish Floor: 752.70 / / 4 / 1. SITE CONTRACTOR SHALL HAVE APPROVAL OF ALL GOVERNING AGENCIES GROUP, 7�] /� Ixv. ¢'Pvc lESE Tn.lz \ / r $// S/,y`o rod /�/ HAVING JURISDICTION OVER THESE SYSTEMS PRIOR TO INSTALLATION. GROUP t LLC, Ex. SANT nixxou z I 3 \ \ / \ 2. THE SANITARY SEWER PIPE MATERIAL SHALL BE PVC. PIPE SHALL TC- nB3>e ""s " / / //� MEET ASTM 3034 WITH THE WALL THICKNESS EQUAL TO SDR 35.-L e'Pvc1 N=� ss >a k I / 317 535 T5a+ IMI. e' sw-4,68 y "°s Noe VE D P PIT T `E++ / / PIPE SHALL BE JOINED WITH RUBBER RING GASKETS AS SPECIFIED '._ - j 0p AN FC IFF Tf3�C`JF i/ / / l®i ASTM 3034 AND SHALL BE INSTALLED IN ACCORDANCE WITH ASTM - v UE Ju EE �: a ,R JC // FURTHERMORE, THE PIPE MATERIAL CELL CLASSIFICATION SHALL BE -� type2Nf T IFF 0 CC F` / / // 124548 AS PER ASTM 1784. 11 I'I ++ a) III bo ss 3, ALL TRENCHING, PIPE LAVING AND BACKFILLING SHALL BE IN LINE INDISATES KONS+I(UCTIOIJ y1 N III P_N rREEp TVE ToER / P / ACCORDANCE WITH FEDERAL OSHA REGULATIONS. LIMITS I II + y� = ^ S / INE INYVAJT CONSTRUCTION 4, CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF ANY EXISTING UTILITY LIMITS / DAMAGED DURING CONSTRUCTION. -mPeIII I wy, b / // I 5. CONTRACTOR SHALL REFER TO ARCHITECT'S PLANS AND SPECIFICATIONS III j \Mg FOR ACTUAL LOCATION OF ALL UTILITY ENTRANCES TO INCLUDE 1 III ¢ • i I l l 11 / i SERVICESANITAR,/ ELECTRICAL, TELEPHONE SAD GATIC DS SERVICE RE OTECONTR CONTRACTOR CTION WATER SHALL COORDINATE INSTALLATION OF UTILITIES IN SUCH A MANNER Q Tn �p i / / AS W AVOID CONFLICTS AND ASSURE PROPER DEPTHS ARE ACHIEVED y.+ sl 0 sLAI 12 •I ( ; // AS WELL AS COORDINATING WITH THE REGULATORY AGENCY AS TO ¢. Q r III I III- Ons s / / / I LOCATION AND SCHEDULING OF TIE-INS/CONNECTIONS TO THEIR SERVICES. Q Q 0 5 III Iwx + 115' I 6. ALL VERTICAL BENDS ON WATER MAIN SHALL BE RESTRAINED WITH A ca MECHANICAL JOINT FITTING SUPPLIED WITH RETAINER GLANDS ANY I mW + III E.1 6 SANITARY SFWE V •I / I{ / JOINTS 25 FEET OR LESS FROM EITHER SIDE OF VERTICAL BEND SF=LL D W NEW FIRE HYDRANT AND BE RESTRAINED WITH A RETAINER GLAND. JTERPL W I �IQ� SII I� I CONrRETE Etl -EMENT \ I s Il i 6" SHUT-OFF VALVE (SEE 7. DIMENSIONS SHOWN ARE TO CERTERLINE OR PIPE OR FITTING. r"I +II N I SITEWORK DETAILS) Q r - I �I�a I I -- •I 9 Ij 8 ALL VALVES SHALL BE INSTALLED IN A CAST IRON VALVE BOX WITH ++ III Lam' SANITARY LATERAL CONCRETE II COVER. `� r III Qlryo +II Ir- 1 ENCASEMENT DETAIL III 9, THRUST BLOCKS SHALL BE PROVIDED AT ALL HORIZONTAL BENDS, TEES -___mm l AND FIRE HYDRANTS. �H y w III iO It �•I kG SCALEl / I 121 51 10 THE MINIMUM COVER ON WATER MAINS SHALL BE 54". Q a] U I _--�- -- STING WAI' R 1 11. GATE VALVES 3/4" THROUGH 3" SHALL BE BRONZE WEDGE TYPE GATE III �'O.\ N1 I IIP I I I I I VALVE. VALVES SHALL HAVE NON -RISING STEM WITH SOLID TEE HEAD _•__ _ • • __ y I T Al!HI POINT I 1 -----•------------------- - -- g s I 1 w OPERATING NUT. 1 12 PIPE 3" DIAMETER AND SMALLER SHALL BE TYPE -K COPPER FITTINGS I 1 _ _ �" I w FSHALL BE LARE TYPE. COPPER OR CAST BRONZE. JOINTS SHALL BE SOLDER OR w •I p _ _ I 1 1 o - III 13. THE MINIMUM HORIZONTAL SEPARATION BETWEEN THE CLOSEST TWO IL I 7 §4,_�sl____ ___ _--- -- � -- I I IS POINTS OF THE WATER AND SANITARY SEWER LINE S TEN FEET (10'). THE j w III 1 ( .0 s MINIMUM VERTICAL SEPARATION BETWEEN THE CLOSEST TWO POINTS OF 1 I w THE WATER AND SEWER LINE IS TWENTY-FOUR INCHES (24"). L I I 14, ALL WATER MAINS SHALL BE HYDROSTATICALLY TESTED AND DISINFECT- I 1 - JI pw ED BEFORE ACCEPTANCE, AS PER AWWA STANDARD SPECIFICATIONS. Job No.: Date Stamped: V I 17021 06/15/2017 11 I I w NOTE: Drawn By: Checked By: Scale: 1 NO EARTH DISTURBING ACTIVITY MAY I 111 III COMMENCE WITHOUT AN APPROVED caw tab 1'm 30.0' I f I I STORM WATER MANAGEMENT PERMIT CAD RLE: tw ter and SITE UTILITY PLAN c\17021\cmc a. Tub *wd" SCALE: 1•am 30.0' - - 1`Obj'fcr yard - - -- 9 ���` -`� Ems' -- - - -1 -"---- '" ----- ---"_ _ �r - o ox_ olti--m--n� - - c �" ,"a=iA ox - ax - ax _ ax _ ax - ax - ax - - - - - - 19700309 ON QH i o�-11k w __ rnr___ow�---ex--m-ow_ ox -o -ox-ax Nx �ox-o w- =7¢ WR -- =_*9*' HoH w -ax ox - H "I)r _ _fir" __ __ _ LIT___ _ Mn- - - -{µ� _ TEOF iIL J'L it& war mamti�"ir��Y{rr��IP ��ir���-f�-�Tsa�� -_u< ur-- u< _ _ �-�In - -- P su 4�G C � /- T - e--- ---t-- °--- G -- _ -- <- --°--gym °" �� - - �I -_---- ---------- - . M°L -------=---c----c-=c�-=e-- L_-i��� I ____________________________ __ x/11111"\` -_ t___________________________________________________________________________________ ___ �~ 96th STREET \ __________96th STREET I � CERTIFlED 6Y: 65 2'wide PAVED STREET 65.2'wide PAVED STREET THIS DRAWING IS THE PROPERTY OF _ _________________ >_---_ _ VERSITILE CONSTRUCTION GROUP, LLC. ANY rTjgg'y,.�p I UTILITY-BISeLAIMER------------------ --- - ALTERATION TO THIS DRAWING IS STRICTLY - ._� L -1-J-1 1 I PROHIBITED WITHOUT THE PRIOR WRITTEN - f�7Trrrlr------------��--- )________ s�1J_J_1_L_L_I_J_1_L_L_I_J_1_L_L_I_J_1_L_L_I_J_1_L_L _I_J_1_L_L_I,_�_�_i_L J -J-1-1 EXISTING UNDERGROUND INSTALLATIONS SUCH AS WATER MAINS, GAS THE AND UNDER THE DIRECTION OF -- -- _ LINE INDICATES CONSTRUCTION------------------------------------RIAIFS �EWLT25-h2EPFI0NELIRES TI4R BOTE4 STIRCIDTSIRES7Kr--- THE PROFESSIONAL LICENSOR WHOSE SEAL LIMITS THE VICINITY OF THE WORK TO BE DONE HEREUNDER ARE INDICATED IS AFFIXED To THIS DRAWING. RELEASED FOR CONSTRUCTION-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------_OtLVIE_DRAWmcsONLY_TaHE_ESTENTsuCRJNEnRMATInNiAs--- SHENTmE. BEEN LABLE TO RED Y THE IN Subject to compliance with all regulations PREPARING THIS DRAWING. O THERE DISE NO GUARANTEE AS TO THE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ofState and Local Codes •__` "��---"F`_-----------' �__------------ � --__„�______„m,______�xre______„Ta______arm______rare______+.In------ „s______� ---mss-m ------------------- �°"�___ _""` __- „"�____ - �-ITT _- _.� _-_�.IIe�+��-ws+�+�+w� = =�.. -x�r�--�.m�-�wl� :--_rare A7s€URACT DR L9IAPLETEIGESS OF S19CR AGFORhflR101P 7M0'YIR CityafCamel ®®- m m - - m - m RESPONSIBILITY FOR ACCURACY AND COMPLETENESS THEREOF IS L n ' C300 - - - - - - - - i EXPRESSLY DISCLAIMED. DATE: \ 09/10/18