Loading...
HomeMy WebLinkAboutLIFT STATION #37 REHABILITATIONZ 0 0 I— Z u�i —_ —1 N a M a, m W 1 ry i M *k m ¢ Z _ ❑ occ a 0 Ta—W(0 a U) _ m LL �(1) Q :..� J W r n 0 UUtn MAYOR: COUNCIL: CITY OF -LA P-0- R-T-E LIFT STATION NO. 37 REHA ILITATIO Louis R. Rigby AT -LARGE A: John P. Zemanek AT -LARGE B: John Black POSITION 1: Mike Mosteit POSITION 2: Chuck Engelken POSITION 3:' Daryl Leonard POSITION 4: Tommy Moser POSITION 5: Jay Martin POSITION 6: Mike Clausen CITY MANAGER: Ron Bottoms ¢ w = o_ PASA➢ENA ,.. > v SPARRGW ? o L LLI w ADAMS a w _ CARDINAL 0 w a 0 TUDOR H za o ¢ £Fj u B UE BIR 30 L N 3 m HILLSHIRE HRADSHIRE z DENISE J MUNRU z INDIA £ a z W v�ESTATE YURKSHIRE 3 COURT JACKS N ❑ � � � LIV o ¢ ROBIN f 3 < x KINGSDALE `� y KIMSWICK KITTY VAN UREN w w ° a¢. AK H z 3 ICKERTON m 3 REGENCY HARRI ON N z¢ WISDOM Y SPA ARBOR CLEV LAND m BAYOU BE ID 7A COY ALE u MAPLEE < 3 CREE J' A C WAY BAYOU VI STEP" IE GRANT 'q pARKCRES LIN OLN URDU RF FSPFF n 3 GLENVIE GEORG NA VALED TEMP RANC AMBERS r m a CRESTWA BRAMLE STREY BROWN y w VALLEY TAMAR HOLTON OSCAR - LAMBUTH R CREE z MEADOW APACHE a Ba ou Ben BOONE RUTGER ST E CREE GLENVALL o FAITH CROCKET COLUM A 7 MEAD W CREST i �.F' DARTMOU Grandvie o CREEKVIE INCA _1EVIE u BRIDG TRAVIS RINCE Memorial rq C i CARRI W ACADEM Park Bet Cemeter em nny ery Q y RCHAR' F, z vy OLD ANT RI o w PENCE HIGHWAY ti Y w �• ONTGOM Y CA LE17 BELFP ~ - i o BEE HA EN _-_.y O�~G CATLETT CARLOW AR�O..� SPRAGUE HANDRID ¢ 2 DO ER yl WINDING HE FAS7 c LANCE s zz Willy W w w S ONE ONT e ILLRID COLCT LAGLER San JaCin o 4 Y °' CARLOW WIL ON7 NIL S College h 2 z CygR �O Fairmont qUl Park (, 4Q' KNOB HILL OAK HAVE � � >- 3 ARM NT O,y QGPZE UST ¢ �„ 2�" z 3 K G' I RUgTl � O VQ4' sr � L r Q r � RUS JSS1 BOCK R � SH ¢ c y � HUNTE SFI D 3� o o SNEVO �-O pNt w CKY lC ti 9y ORCHA D i � ROSEBE Y OLYMPI w µ0�� PKWY MISTR gC ( OOK FAIRMON7 CORIN H Y PROJ T ELMSC TT T I S ONE I� 1 OC a ON z w LITTLE LL W � V^ z o � £Dr✓p RK ¢ z w r F L1 � COLDSTREAM ,� 9y FAIRBOURN a4 �, a GLENEAGLES MI EFIEL➢ r aa� w N d CEDARL W �F 0 3 w PASA➢EMA - CITY LMIT FmUCTDN clrY LI�r C G� ra �v Bnywood 1y Country Club - RED BLUFF 11200 Broadway Street Offices West, Suite 2332 Pearland, Texas 77584 Office: (832) 456-4700 Fax: (832) 456-4701 Drawing List 1 COVER SHEET 2 PROJECT LAYOUT & GENERAL NOTES 3 DEMOLITION PLAN 4 PLAN, SECTION & DETAILS- 5 SECTION VIEWS 6 MISCELLANEOUS DETAILS 7 FENCE & GATE DETAILS 8 SWPPP PLAN AND DETAILS 9-16 ELECTRICAL DRAWINGS This Record Drawing is a combination of the sealed engineering contract drawings for this project, modified by information furnished by the contractor reflecting changes in the Project made during construction. The original sealed drawings are on file at the offices of FREESE AND NICHOLS, INC. 4055 INTERNATIONAL PLAZA, SUITE 200 FORT WORTH, TEXAS 76109-4895 (817) 735-7300 RECORD DRAWINGS PREPARED ON: 3/21/2012 VICINITY MAP Freese and Nichols, Inc. Texas Registered Engineering Firm F-2144 I 1 Date: Apr 05, 2012 — 1:05pm User: fb File- N:\if\Drowings\GN—ALL—COVER.dwg LPT10370 z O W 0 z z F_ ui i ° w m 0 _ LU LU z z a LU LLI I� M� 0 O 0¢ o� _ O D - 7 Q LL jI-♦-ll 1) li O w ;a0_ v U 0_ U) r Z D 0 O c c Off¢ O 0 O m_joo� a Ida `m Q N -j .. I I'- �J/ j Z ::�ri n z n-'- N n F- Q <F cm V) J /`r w ra/ li N Z W 0000 () �^N cif O U � M Q u0 M 2012 - GENERAL CONSTRUCTION NOTES: 1. NOTIFY UTILITY COMPANIES 3 DAYS PRIOR TO BEGINNING CONSTRUCTION IN VICINITY OF THEIR UNDERGROUND AND OVERHEAD UTILITIES. TELEPHONE NUMBERS ARE SHOWN BELOW TEXAS ONE CALL SYSTEM 1-800-245-4545 CENTERPOINT - RELIANT ENERGY (713) 945-6130 CENTERPOINT - ENTEX (713) 207-4623 ATT (713) 943-5682 2. VERTICAL AND HORIZONTAL LOCATIONS OF EXISTING UTILITIES, INCLUDING WATER, GRAVITY SEWER, AND FORCE MAIN LINES, ARE APPROXIMATE. CONTRACTOR TO LOCATE AND PROTECT AND REPAIR AT HIS EXPENSE ANY UTILITIES AND SERVICE LINES DAMAGED BY HIS CREWS OR THOSE OF SUBCONTRACTORS. CONTRACTOR SHALL SHORE ALL POLES WHICH IN OPINION OF UTILITY COMPANY REQUIRE SHORING. COST SHALL BE INCIDENTAL TO OVERALL PROJECT COST. 3. CONTRACTOR SHALL TAKE CARE WHEN EXCAVATING IN AREAS WHERE THERE ARE EXISTING UTILITIES. NOTIFY OWNER/ENGINEER IMMEDIATELY UPON ENCOUNTERING UTILITIES NOT SHOWN ON DRAWINGS. 4. CONTRACTOR TO PLAN AND PERFORM ALL WORK TO ALLOW FOR SAFE TRAFFIC AT ALL TIMES DURING CONSTRUCTION, PROVIDE AND MAINTAIN ALL NECESSARY SIGNS, FLASHERS, BARRICADES AND FLAGMEN AS PER TEXAS STATE DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION IN CONFORMANCE WITH PART VI OF THE "TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (TEXAS M.U.T.C.D. MOST RECENT EDITION) DURING CONSTRUCTION. 5. ALL WORK SHALL BE CONDUCTED WITHIN THE RIGHT-OF-WAY AND/OR EASEMENTS SHOWN UNLESS OTHERWISE APPROVED BY THE OWNER AND/OR ENGINEER. 6. CONTRACTOR IS RESPONSIBLE FOR STAKING AND LAYOUT OF THE WORK IN ACCORDANCE WITH THE PLANS. ENGINEER WILL PROVIDE CONTROL POINTS AND COORDINATES FOR CONTRACTOR TO ESTABLISH BASE LINE(S) PER PLANS. 7. EXISTING PROPERTY CORNERS ARE NOT TO BE DISTURBED. THOSE REMOVED OR DISTURBED DURING CONSTRUCTION SHALL BE RESET BY REGISTERED SURVEYOR AT NO COST TO OWNER. 8. CONTRACTOR SHALL TAKE CARE WHEN WORKING IN PROPOSED EASEMENTS. ALL, SHRUBBERY, FENCE, CONCRETE STRUCTURE, ETC. SHALL BE PROTECTED, OR UPON WRITTEN APPROVAL OF OWNER, REMOVED, STORED PROPERLY, AND REPLANTED OR RECONSTRUCTED AFTER COMPLETION OF WORK. ALL DAMAGED PLANTS, TREES, STRUCTURES SHALL BE REPAIRED OR REPLACED WITH EQUAL OR BETTER ITEM. COST SHALL BE INCIDENTAL. 9. NO EXCAVATION AREA SHALL BE LEFT OPEN DURING NON -WORKING HOURS. ALL EXCAVATION OVER 2 FEET IN DEPTH SHALL BE PROTECTED BY BRIGHT ORANGE SAFETY FENCING AND PROPERLY COVERED. 10. EXCESS EXCAVATED MATERIAL SHALL BE DISPOSED OF PROMPTLY. 11. WORKING AREAS SHALL BE ONLY THOSE AREAS DESIGNATED BY OWNER, ANY ACTIVITY BEYOND THESE PREMISES IS STRICTLY PROHIBITED. INGRESS AND EGRESS OF MEN AND EQUIPMENT SHALL BE THROUGH APPROVED EASEMENTS ONLY. 12. WORK ON ITEMS NOT SPECIFICALLY CALLED OUT IN BID DOCUMENT SHALL BE INCIDENTAL TO OVERALL PROJECT COST. 13. ANY DRIVE OR ROADWAY DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED PER DETAIL IN PLANS AND SHALL BE INCIDENTAL TO LUMP SUM PRICE OF LIFT STAION REHABILITATION. 14. AT SANITARY SEWER -WATERLINE CROSSINGS WHERE VERTICAL CLEARANCE IS LESS THAN 9 FEET, THE SEWER LINE SHALL BE BACKFILLED WITH CEMENT STABILIZED SAND (1.5 SACKS PER TON OF SAND) WITHIN 9' HORIZONTAL DISTANCE OF WATERLINE, AND TO A DEPTH 12" OR ONE PIPE DIAMETER (WHICHEVER IS GREATER) ABOVE THE SEWER PIPE. ANY SAW CUTTING, REMOVAL AND REPLACEMENT OF EXISTING PAVEMENT AS SHOWN ON THE PLANS SHALL BE INCIDENTAL TO THE UNIT PRICE OF THAT ITEM. 15, CONTRACTOR SHALL NOTIFY THE CITY OF LA PORTE AT (281) 471-9650 OF 24 HOURS PRIOR TO ANY UTILITY COORDINATION REQUIRED. 16. TOP OF RIM OF SANITARY SEWER MANHOLES, SHALL BE 6" MIN. ABOVE NATURAL GROUND WITHIN EASEMENTS UNLESS OTHERWISE NOTED. FILL SHALL BE ADDED AND SLOPED AWAY FROM MANHOLE TOP. 17. TOP OF RIM SHALL BE FLUSH WITH PAVEMENT AND SHOULDER IF LOCATED IN THOSE AREAS. TOP OF RIMS ADJACENT TO SHOULDERS SHALL BE 3" ABOVE FINISHED GRADE. A N 0 1000' 2000' SCALE IN FEET SURVEY NOTES a t m •- o�mom Os C V O Z N mo 0 :79mc.cmo (n�Is .mJan o_ o�m o m o� o O mow ^�IPEE; f07'_I\c c m m o-c Oi 3.ZFZM�0co �mw o�rnw Imo m._omc O � c o .. v •� to - � c°�mE0E°I'''I�� v m v r w N O'p100 O 0 L m T m t-maaam 1. PROJECT BENCHMARK IS HARRIS COUNTY FLOODPLAIN REFERENCE MARKER 020250 (WITH STAMPING RM020250), ELEVATION = 18.91 NAVD88, 2001 ADJUSTMENT (GEOID99). 2. PROJECT TBM # 1 IS AN "X" CUT IN CONCRETE ON THE SOUTHEAST CORNER OF A 3' X 5' CONCRETE PUMP PAD APPROXIMATELY 27 FEET WEST OF THE WESTERLY EDGE OF THE CONCRETE DRIVE LEADING TO THE CITY OF LAPORTE LIFT STATION NO. 37. ELEVATION = 23.33' NAVD88, 2001 ADJUSTMENT (GEOID99). N ai rn C O o m U_ Z W j N M IAN W= W V �0 � o dm In W60NV 65na� `r 3oavQX Imm In, 00 0 t M m y mC I rm O C �ILaw Z O F— m� W Q V Q X W F- cr L F- r", ry 0 to g O —o-Z U z O_ F- -Q U) LL_ GENERAL UTILITY NOTES: o — J d 1) CALL (713) 223-4567 FOR LOCATION OF UNDERGROUND FACILITIES 72 HOURS THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY DAMAGES CAUSED BY z I- 0� PRIOR TO ANY EXCAVATION IN THE AREA. HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND FACILITIES. om a z 2) LOCATION OF UTILITIES SHOWN ARE APPROXIMATE. IT IS THE CONTRACTORS z z RESPONSIBILITY LOCATE ALL UTILITIES (PUBLIC AND PRIVATE) PRIOR TO 6) OVERHEAD ELECTRICAL LINES MAY EXIST ON THE PROPERTY. WE HAVE NOT a ATTEMPTED TO MARK THOSE LINES SINCE THEY ARE CLEARLY VISIBLE. YOU COMMENCING WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY O 0 0 DAMAGES CAUSED BY HIS FAILURE TO LOCATE AND PRESERVE THESE SHOULD LOCATE THEM PRIOR TO BEGINNING ANY CONSTRUCTION. TEXAS LAW, UTILITIES WHETHER UNDERGROUND, ABOVE GROUND OR OVERHEAD. TO ARRANGE SECTION 752, HEALTH & SAFETY CODE FORBIDS ALL ACTIVITIES IN WHICH w FOR LINES TO BE TURNED OFF OR MOVED CALL CENTERPOINT AT (713) 228-7400. PERSONS OR THINGS MAY COME WITHIN SIX (6) FEET OF LIVE OVERHEAD o HIGH VOLTAGE LINES. CONTRACTORS AND OWNERS ARE LEGALLY 3) CONTRATOR SHALL CONTACT ALL OF THE FOLLOWING PHONE NUMBERS FOR RESPONSIBLE FOR SAFETY OF CONSTRUCTION WORKERS UNDER THIS LAW. LOCATION OF UNDERGROUND FACILITIES 72 HOURS PRIOR TO ANY EXCAVATION THIS LAW CARRIES BOTH CRIMINAL AND CIVIL LIABILITY. TO ARRANGE IN THE AREA, FOR LINES TO BE TURNED OFF OR MOVED CALL CENTERPOINT AT 713-207-7777. (713) 223-4567 (UCC HOUSTON) r m 1-800-869-8344 (UCC OUTSIDE HOUSTON) 7) THE LOCATIONS OF ATT FACILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR 1-800-245-4545 (TEXAS ONE -CALL SYSTEM) SHALL DETERMINE THE EXACT LOCATION PRIOR TO COMMENCING WORK. HE 1-800-344-8377 (TEXAS EXCAVATION SAFETY SYSTEM) AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH (281) 471-9650 (CITY OF LA PORTE) MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND UTILITIES. 4) TELEPHONE AND TELEVISION CABLES MAY EXIST UNDERGROUND OR OVERHEAD THROUGHOUT THE PROPOSED PROJECT AREA. CONTRACTOR SHALL CONTACT °) THE CONTRACTOR SHALL CALL 1-800-344-8377 A MINIMUM OF 48 HOURS "DIG-TESS" AT 1-800-344-8377 AT LEAST 48 HOURS PRIOR TO BEGINNING PRIOR TO CONSTRUCTION TO HAVE UNDERGROOUND LINES FIELD LOCATED. ANY CONSTRUCTION FOR LOCATION AND MARKING OF THESE UTILITIES. b) WHEN EXCAVATING WITHIN EIGHTEEN INCHES (18") OF THE INDICATED 5) LOCATIONS OF CENTERPOINT ENERGY MAIN LINES (TO INCLUDE UNIT GAS LOCATION OF SOUTHWESTERN BELL TELEPHONE FACILITIES, ALL EXCAVATION TRANSMISSION, AND/OR INDUSTRIAL GAS SUPPLY CORPORATION WHERE MUST BE ACCOMPLISHED USING NON -MECHANIZED EXCAVATION PROCEDURES. APPLICABLE) ARE SHOWN IN AN APPROXIMATE LOCATION ONLY. SERVICE LINES WHEN BORING THE CONTRACTOR SHALL EXPOSE THE SOUTHWESTERN BELL ARE USUALLY NOT SHOWN. THE CONTRACTOR SHALL CONTACT THE UTILITY TELEPHONE FACILITIES. COORDINATING COMMITTEE AT 713-223-4567 OR 1-800-669-8344 A MIN- IMUM OF 48 HOURS PRIOR TO CONSTRUCTION TO HAVE MAIN AND SERVICE c) WHEN ATT FACILITIES ARE EXPOSED, THE CONTRACTOR LINES LOCATED. SHALL PROVIDE SUPPORT TO PREVENT DAMAGE TO THE CONDUIT DUCTS OR CABLES. WHEN EXCAVATING NEAR TELEPHONE POLES THE CONTRACTOR SHALL BRACE °) WHEN CENTERPOINT ENERGY PIPE LINE MARKINGS ARE NOT VISIBLE, CALL THE POLE FOR SUPPORT. 713-967-8037 (7:00 AM TO 4:30 PM) FOR STATUS OF LINE LOCATION REQUEST BEFORE EXCAVATION BEGINS. w M b) WHEN EXCAVATING WITHIN EIGHTEEN INCHES (18") OF THE INDICATED LOCATION OF CENTERPOINT ENERGY FACILITIES, ALL EXCAVATION MUST BE ACCOMPLISHED USING NON -MECHANIZED EXCAVATION PROCEDURES. 0 Z WHEN CENTERPOINT ENERGY FACILITIES ARE EXPOSED, SUFFICIENT SUPPORT SHEET c) MUST BE PROVIDED TO THE FACILITIES TO PREVENT EXCESSIVE STRESS rj�o ON THE PIPING. 1- SEQ. 2 V I W O Z NQ Iy W z w 0 z ki 4 D O a rn L U = O U o N 0 \ a N z J \ w I �v 00 c N O 0 ca1N O c� 0 fA U' c Oc r__ N O� N (q r 3 O U) M'O - w � J U Lli id > co a CONCRETE PUMP PADS (3) (NOT IN USE) — RIM = 21.78 SOUTH 8" R.C.P. FL = 19.94' NORTH 8" R (- P FL = 18 68' TBlvllm 1 ELEV. — 23.33' (SEE NOTE 2) MANHOLE El GATE aEAST 8" ' R.C.P. FL = 18.68' RIM = 21,08' ^r o WEST '18" R.C.P. FL = 15.10'' ELEV All I I i I - . -- — ��rvY REMOVE AND DISPOSE OF APPROX. 170 LF OF EXIST. CHAINLINK FENCE INCL. GATE 0 in APPROX. 100—YR FLOODPLAIN 13' I I REMOVE AND DISPOSE OF EXIST. CONC. VAULT Ei; C'TRICAL SXAv.FCH RACK REMOVE AND DISPOSE OF EXIST. iKCONC. VAULT, PIPING & APPURT. CUT, PLUG & ABANDON EXIST. 12" F.M. OLE 21.96' WEST 8" R.C.P. FL = 17.26' 'V BOTTOM = -2.54' J( \ BOTTOM ELEV. = 13 .6 67' EMOVE AND SALVAGE OR DISPOSE F EXIST. PUMPS, CONC. SLAB, (PING, VALVES, FITTINGS, TOP SLAB VER WETWELL, MANHOLE LID, LECTRICAL CONTROLS AND WIRING 3EE PLAN AND SECTION VIEW, THIS HT.) o f F tL I " M IL -io SITE PLAN o° "' PROPOSED DEMOLITION a w= M I NORTH N U 0 U) SCALE: 1•=10' o in C BYPASS PUMPING NOTES: '= 1. CONTRACTOR SHALL PROVIDE COMPLETE BYPASS PUMPING EQUAL TO J Lo CAPACITY OF EXISTING 2 PUMPS COMBINED THROUGHOUT LL CONSTRUCTION UNTIL SUCH TIME THE PROPOSED STATION IS o OPERATIONAL. �0 2. SUGGESTED BYPASS PUMPING MAY BE A SUBMERSIBLE PUMP IN THE cn I MANHOLE NEAR THE SOUTHEAST CORNER OF THE LIFT STATION AND A FLEXIBLE PIPE FORCEMAIN FROM MANHOLE TO DOWNSTREAM END OF EXISTING LIFT STATION. THE USE OF SUBMERSIBLE PUMPS WILL BE m o RESTRICTED BY THEIR PHYSICAL SIZE. W 0 `�0 3. CONTRACTOR MAY CHOOSE TO PROVIDE OTHER BYPASSING PLAN. J11 4. CONTRACTOR SHALL BE REQUIRED TO SUBMIT HIS BYPASS PLAN FOR c' REVIEW PRIOR TO INSTALLATION. r00:2 CN 0Zo 5. ENGINE DRIVEN BYPASS PUMPS SHALL BE UTILIZED TEMPORARILY IN ~ N THE EVENT OF EXTENDED POWER OUTAGE DUE TO ELECTRICAL SERVICE ��M RECONSTRUCTION NZ� LL 6. BYPASS PUMPING SHALL BE THE SOLE RESPONSIBILITY OF THE °0�N r CONTRACTOR AND HE MUST PROVIDE 24 HOUR/7 DAY/WEEK rl� r, N EMERGENCY CONTACT NUMBER TO THE WASTEWATER TREATMENT PLANT o r, SUPERVISOR. 0 F N LL a to Q uto d I Date: Apr 05, 2012 — 1:26pm User. fb File: N:\if\Drawings\CV—LST—DEM01.dwg _ MANHOLE RIM = 20.66' SW 18" R.C.P. FL = 12.89' EAST '18" R.C.P. FL = 2.96' NW 24" FL 1.66' (TYPE UNKNOWN) 7. CONTRACTOR IS RESPONSIBLE FOR HAVING A WORKABLE CALL OUT ALARM FOR HIGH LEVEL AND LOSS OF POWER DURING BYPASS PUMPING. 8. CONTRACTOR IS REQUIRED TO ANSWER ANY BYPASS PUMPING ALARM WITHIN 1 HOUR OF INITIAL CALL OUT. 9. CONTRACTOR MUST ENSURE THE ENTIRE BYPASS PUMPING AREA IS INTRUDER RESISTANT. ORANGE SAFETY FENCE IS NOT ACCEPTABLE. DEMOLITION NOTES: 1. ALL ITEMS DEEMED UNSALVAGEABLE BY THE CITY, ARE TO BE DISPOSED OF BY CONTRACTOR AT HIS EXPENSE. COORDINATE WITH WASTEWATER TREATMENT PLANT SUPERVISOR ON DELIVERY OF SALVAGEABLE MATERIAL FROM DEMOLITION. 2. CONTRACTOR SHALL SALVAGE EXISTING SIGNS TO BE REINSTALLED ON NEW FENCE. I I L---- -------------------- REMOVE AND SALVAGE OR. DISPOSE OF EXIST. HATCH AND FRAME APPROX.( W K) N X O w CL CL co 1 A'—n" LX151. 12 FM PLAN VIEW SCALE: 3/8' = V-0" 14'-0" 8'-0" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� I p I I -- - ---- -=-------- ' I I 1 I I I I I I I I Dol I 6 I f I I I I I I I of I I d I I I I I I I i n I I I I 1 I I I 1`v I I I 1 I I I vl I I vD I 1 I I 1 I I lU V I I I I I ID I Iv I I I I \— GROUT FILL PIPE & I I I INSTALL BLIND FLANGE (TYP) I i I .---------------v .---p_-_,,. I I .v' . o------ D---- c------ I' I -------------------------------� - REMOVE AND SALVAGE OR DISPOSE OF EXIST. PUMPS, PIPING, VALVES, FITTINGS, ELECTRICAL CONTROLS AND WIRING v REMOVE AND SALVAGE OR DISPOSE OF EXIST. PUMPS, PIPING, VALVES, FITTINGS, ELECTRICAL o CONTROLS AND WIRING D ® 12" FM EL = 16.0± o D D v v D D v v D. C SECTION VIEW SCALE: 3/8• = V-0" v v .%, EXIST. 24" INFL. LINE m m c o �r m•- 6 o 0, cgCtoUo Z Z c O o w ..ot.;+o JNo ¢ E 0 m m o dd'' oa 0 oc�w U� ia-o I0 g Cm V Cm Z ^ �� o -v z 04 3 cv`o :0 Qkzgn 0;6 o c V) 0 v •moo c 0•3 W 6E 0 o c E o E E Woo U 0 m 0 'o a_' v w Of d'�UmU'OU- mm�mm Q1o'o 00 IL-0 a.nd0 u Y N .. _. _. (� M _I N._... O m W=cn0 .ono �� �Lot� Mon °'�vco 3xLo M, o gcoM 00 m I o c c �amn'c.� REMOVE AND DISPOSE OF EXIST. CONIC. SLAB, 3'-0" WALLS, REINF. STEEL, AND MANHOLE RIM/COVER, AS SHOWN TOP EL = 22.29 ❑0 EXCAVATION LIM ITS —\ O 1� 5'-0" I N X � Q D v GROUT FILL PIPE & INSTALL BLIND FLANGE (TYP) 0_ 1 �r _ r 24" FL EL = 2.5f D BOTTOM EL = —2.54 v D D v ' z m Q z x WLJLJ J F- F- � Z O . F- 0 O 0_ �7_ z w " O 0 H H (n F_ J _M _J m M o... C-) z 0) d Q w D 0 w Z N Y • w m �j i g i 0 0 0 U W 0 .N- w I � r o N Z \ J I M w U m m c 00 a� 0.- U 0 c� 0 (p C O'O -co C__� C N 0 0 rn cncN • 3 J 0 Q LU o: o ch W z >o SHEET DEM-01 SEQ. 3 z 0 H H J m W J Oftl- M ( j * p z O_z ~O coUm i~i_U)O �gU) a� c Lc �C _a �c of to - �a of Lo LL :3civ 0 om¢ J 1-V Lo — 0z 0 god U, J J 4aa I 0 vi mzo� Lao O ILL L FIr Ol(n J � J U ozd I-�M rl aj vip�• v� O LvL CONCRETE PUMP PADS (3) (NOT IN USE) EDm TVN.��)o �_DETAIL, EPROCONC. DRIVE ' . S� THIS SHT.) PROP. CHAINLINK W FENCE W/ GATE / VARIABLE WIDTH q. I BANK SAND CONCRETE DRIVE SCALE: 3/8- = V-0- "-8" CONIC. PAVEMENT #4 ® 18. O.C., E.W. 8" CONC. DRIVEWAY (o 1" EJ ,I TOP EL = 22.00' NOTE: CONTRACTOR TO POWERWASH THE EN11RE INSIDE OF THE EXISTING LIFT STATION. v v�a.i �., .� � ccyc• '�s PROP. 16' N . SCALE- 1 20 1 � \„�""�•a�c'`�� CHAINLINK DOUBLE 0 10 20 40 '_ „ GATE PER CO 1 _. 0 # SCALE IN FEET aJIL, 6 d . a a d b ° d ° ` d. < EX. 1.2"* FD)A MAIN 4 5 �° a d ° .. ' Q d .' d APPk0X. T = 17') a a n '°°� d .a a a ° a: ° . .a ,_. .'° d _ a _ • a' °°'' e a . ° n , da' '(FIELD VERIFY a . . o 8 . de ,-- - -P�a-OP- ° FU=T=.. aG�-N-M*-ATOIR d n. n .° end (NOTIN CONTRACT)PROP. SON;. DRIVEWAY zf ;r I I a a°nda. : 'a. ,"•;:':-;••a.-a.a'y:.r1.� r11i.Ji1 1 111 11 a;I,a d. .•d'e °'z'.I n da.nadis " ,c.L:a — �_ • L' �11a i—' :.`.'1_• a � e ' °SEE SITE PLAN. FOR DIM.)a, PROP..8CONC: PADa.��..I"jn II •�j I r111r'p11am-f • °_ •.'. ..•: •9:-'' — =' °°.0a+.'_•.a";. _ : te.4. r-a; :• _a _••e - •. ---_-_d_-111ar� _�_-.° J'r- d._-_'-_-`- Ir, r _-•° 111•1e .,...,:°';E:..11-a I�r'If p 2'-0 ° . ° .; d . 4-4 nEL 2° d '.;' e4 d. . °° PROP 12DM (APPROX.- TOP=17,)fA It _�a -. ° '�o» „en 14 11 °d ° PROP. C `C RB°'X 8%W;:°d E LIFT QAROUNDENT n d. '!STATION SITE '° dn /•»�/ �IIr IiI i iIII h II / I' II / /'— — i T II 1 1/ 2 � "T'� E � `E'EX- POWER- POLE ° d dWITHa METER d e d ANDa ELECTRICAL PANEL e 12"49dBEND(MJxMJ. ) N (FLG FLG)e d a•.r. a _r r_-__- -r 12" SPOOL 2" STN STL 10 SPOOL PIECE TYP 1 14. d .dPIECE (TYP) DRAIN LINE (LENGTH AS NEEDED) 12"x90' BEND ii nrrI(LENGTH S 10 W BLIND FL A �PNEEDED) 10 GATE VABEND (TYP) BYPASSCONN.eOP.12 CHAINLI K (R.S.)(TYP.)VE DOUBLGATE 2^ Ao ° RELEASE VALVE 11 ac 10 x45' LR BEND (TYP) n n DRESSER 77777,777--- COUPLING (TYP.)12" SPOOL -- ---- -_ ,d. () d `.ji (LENGTH AS NEEDED) LIST. 24" -dr7 INFL- LINE dd'1 10 SWING CHECK _2.5t d - - -- --- -VALVE W/ EXTERNAL12"x10" WYE (TYP) LEVER (TYP.) a° da;4, 12"x4" REDUCER lil I 41 n PRESSURE °GAUG—3»a4QE 2' i 4 BLIND FLANGE ( ) TYP 2 —3 (: d ° .. a.'. 1 .., d. a ° a . . a. ,°' •� 10" SPOOL PIECE (T1P�t::':' (LENGTH AS NEEDED) .1• _ ____ _ I a. a d.. .T. •ram— — j•.. .�-� I i I 00 • a a 10" GATE VALVE (R.S.) (TYP.) 10"x45' LR BEND (TYP.) 12"x10" WYE (TYP.) 2" CONC. SLAB 15 ® 6" EW TOP & BOTTOM) 2" ARV 12"x90' BE ND• 1 2" STN STL .» DRAIN LINE- 10" DRESSER COUPLING (TYP.) 10" SWING CHECK VALVE W/ EXTERNAL LEVER (TYP.) PRESSURE GAUGE 10"x90' BEND (TYP.) STN. STL HATCH ro (SEE NOTE ^A) N / J] aw Lt m C O OLm"L''00 O_ O 0 E w=,0 ZsInNIn o p C•-"- C CL yJ< EEoLa°• N=" � Ev=• o o o o —an< O V o C m= nMa' q CCN80Cz� „'Oj(n� 0- O ^Z_ , oa �`c2 ozF r�3 m oL C m..0.+v q ¢ HRicl p O :'= 0 m 0 L 3 p v C oiv•3 In K `ocE0EEWNE2 0 0 o v v" w PROP. 6' CHAINLINK FENCE m m m `` W/ 3-STRAND BARB -WIRE = m & GREEN PVC SCREENING SLATS 12" THICK SLAB W/ #5 ® 6" EW (TOP & BOTTOM) e T(1P�79 / I \ W� I,D M N W= W V 0 N 0 na mvvo I� 16�m!Lnmv Nn v o a04 ro v Km Ml � O ~ 17 m I � 00 0 1 0 _c O 0 C 0 = X n.au� •....•. .... .. .. 9 . TOP 0 F NEW 12 THICK K WALL W / 0 PARTITION WALL , . #5 ® 6" EW — : 44 F- to r , •`.°' •' . �.-' NEW PARTITION WALLS — a, ' - `I Tom'....`. .:'.:.:........::..'. • :..:::.:..'... "r....' ..''..` CQNTRACTOR - TO.:FILL:'EXIST: < =` •::: -;� . �.: ROUGHEN CUT SURFACE _ m Q °..:.;:.,. '. .:... DRY, WEL4, lMTH:,BANK....SAND:: `:: 2' � ;' " TO AMPLITUDE PROVIDE I '04 " �.;%� 10 DIP DEKA ULTRASt EAL W.S.W S Q : '. X X W O W f{� • .. •.. .: GUIDE .BAR.., BRACKETS: CL LL CV (3. E SRACtNG)' ` ,;.':.�, EX EXPOS REINF & ¢ W - BOTTOM OF LEAVE PROJECTION (� :....:......: NEW P ARllll ON ABOVE CUT O z .. WALL • EX. CONIC. ,.'.. _ ,.. .' ..:::...:..::.. -CUT 1" QE P• _ E. x��t.: :. • WET WELL � — 12 x12 KEYWAY .. 3'' C C :. •< _ 10 x6 RED. EL�^TR,c CONDUIT _ o 0 _U ' W , ` Z . .. - 24" INFL. � 2.5f � 0 10" BLINDFLANGE. {TYP.).:. ALARM ON Q •�,. THIRD P LIMP ON EL 2.25 _J .. ." '. :. ,..... v SECOND PUMP ON EL 1.51 p LEAD PUMP ON EL 0.18 _ '- �• ALL PUMPS - OFF EL 1.15 E— .` ADJUST PER MANF RECOMM I.L BOTTOM — EL —2.54 J • 9 if SECTION VIEW SCALE: 3/8' = 1'-0' STN. STL. ANCHOR 10� MIN. SLOPE 0 1 _L -i m BOLTS TO PUMP INTAKE —__ - M N Q PER PUMP MFG. z I a 0 rn ¢ w 0 3 GENERAL NOTES: GENERAL (CONIT): :2 z z W Y 1. ALL LIFT STATION PIPING, UNLESS OTHERWISE as wo 8. ALL HARDWARE SHALL BE 316 STAINLESS STEEL C2 p 0 0 W um z NOTED, SHALL BE AWWA C 151, THICKNESS (NOT COATED), INCLUDING BUT NOT LIMITED TO; CLASS 51. PUMP SHACKLE, ANCHORS, WASHERS, NUTS & 2. SUBMIT MECHANICAL AND ELECTRICAL DETAIL BOLTS. o TO ENGINEER FOR APPROVAL PRIOR TO 9• CONTRACTOR SHALL ORDER ALL PUMPS WITHIN FABRICATION AND INSTALLATION. 10 BUSINESS DAYS AFTER PUMP SUBMITTAL IS co 3. ALL CONCRETE SHALL BE CLASS A, 3,000 PSI. APPROVED BY THE ENGINEER & THE ALL REINFORCING STEEL SHALL BE 6, KSI CONTRACTOR SHALL NOTIFY TREATMENT PLANT STRENGTH. SUPERVISOR OF THE ORDER DATE IN WRITING. (DATA FOR 2 PUMPS + 1 RESERVE 4. FLYGT PUMPS SHALL BE PURCHASED THROUGH 10. PUMP AND EQUIPMENT SHALL BE INSPECTED BY PUMP FOR PEAK) A LOCAL AUTHORIZED REPRESENTATIVE AND TREATMENT PLANT SUPERVISOR BEFORE ALL CONDITIONS OF MANUFACTURERS WARRANTY INSTALLATION OR EQUIPMENT WILL BE SUBJECT SHALL APPLY. (MODEL NO. NP 3302-462, OR TO REMOVAL FOR INSPECTION AT CONTRACTOR'S EQUAL) EXPENSE. 11. ALT. BID ITEM: 5. PUMP RAIL SYSTEM SHALL MATCH PUMP IF THE ENGINEER DETERMINES THAT THE EX. 8" CONIC. PAVEMENT I ' VENT STN. STL. i i 3-2�6"x42" STN. STL HATCHES MANUFACTURER. FLOOR OF THE WET WELL SHOWS DEFECTS WITHIN FENCED AREA TYP.) i i PROP. 6' CHAINLINK VENT W/ SIN. ( I I STL. SCREEN i WITHOUT INTERIOR FRAME POST —CLEANING, THEN 12" OF REINF. CONC. FENCE (SEE DETAILS, I I i PROP. 12" BLIND SHL 7 I I BEAMS/CHANNEL FINAL ACCESS 6. GATE VALVES SHALL BE RISING STEM. WILL BE ADDED TO THE BOTTOM OF THE WET FLANGE ) I COVER LOCATION TO BE FIELD N NOTE: i I I I MEASURED WITH RESPECT TO 7. CONTRACTOR SHALL PROVIDE STAINLESS STEEL WELL. COAT EXISTING WALLS I EX. 12" FORCE MAIN I I CENTER OF PUMPS FOR PROPER o PLAN VIEW �� ," CEMENT7170US I --(TO BE ABANDONED) i i ALIGNMENT OF RAILING. INCLUDE (NOT COATED) CHAIN FOR EACH PUMP. LENGTH Z WALL LINER & 100 MILS i i MANWAY SAFETY NET. IS TO BE 10' + TOTAL DEPTH OF WET WELL. S I I SCALE: 3/8- = V-0- OF RAVEN 405 EPDXY L------ ------ .................................... COATING. I I S i Date: Apr 05, 2012 — 1:25pm User. fb File: N:\if\Drawings\CV—LST—PLNOl.dwg PUMP INFORMATION(FLYGT) # OF PUMPS RUNNING 2 GPM (PER PUMP) 804 785 TDH (FT) 66.2 57.0 RPM 1775 1775 HP 45 45 PUMP DISCHARGE SIZE 6" 6" HEET EQ. a_ QV) N Z \ J m C 00 a� U CNN oc� 00 C ov C0 N� N 060 C _ •3 m•o+ w •- o a U En LLJ �- >o LS-01 4 il a z zuj N m M w o m z z zQ • a m �Q 08 ac 0 a m O L0 0 7 o O oLo J F- i-- Vl p O} O p J V) •a 0 moo J U rCN�� oZa- r ~¢ (n Y 7 �00 lf 1�q N 12"x4" REDUCER W/ 4" BLIND FLANGE 2" ARV Q 12" SPOOL PIECE (TYP) 1 (LENGTH AS NEEDED) 12'-0" x 12"x10" WYE (TYP) 12"x90'END B ® ® ® PROP. 6' CHAAND BAR FENCE 8" CONC. W/ 3-STRAND BARB -WIRE SLAB W/ ADJ. PIPE SUPPORT " Ed #5 ® 6" EW N W/ U-BOLT TIE 1 Ed--\ Q STN. STL. HATCH DOWN (TYP.) = TOP EL 22.00 ('fYpAPPROX. GND N X O d d Q /� �°'...'..'.:..'.-..'.::::..:;...:• �° :..: '. '.;:;.:.:-.R(3UGHEN CUT`SURFACE: ,:. '. '..`:. . 'T0. �. AMRI.ITUgE, PROVIDE " ADEKA ULTRASEAL W S (TYP) .....•.......:...:: .. 1.2.:­.CONC. SLAB EXPOSE..EXI.ST•.REINF- .: J. ,. CONTRACTOR. TO. FILL. E%St:...:.:....... :.. ...:::.; ; > :.'' •• DRY. WELL TH::.COMPACTED . ... ... ..- .t:... BANK.SAND".: 1 SECTION VIEW 4 5 3/8" = 1'-0" 12" (DIP) DISCHARGE PIPE 12 FM = 16.5t EX. 14'xl5' CONC. DRY WELL s: 12" CONC. WALLS W/ #5 ® 6" EW 0 I Lo PROP PARTITION WALL - O #5 ® 12" C/C DRILLED IN ANCHORS i EXIST WALL .s• o ROUGHEN CUT SURFACE F: `o TO �' AMPLITUDE, PROVIDE ADEKA ULTRASEAL W.S. (TYP) . 4. 3 2 SECTION VIEW 4 5 3/8" = 1'-0" 0 �t io N 3'-0" 12" THICK SLAB W/ #5 ®6n EW (TOP & BOTTOM) 5'-0" PROP PARTITION WALLS 3 SECTION VIEW — — 3/8" = 1'-0" TOP EL = 22.00 CJ m m °c O O m� 0, c O C Os~ m Z N m c.- :Hvcvo (n tea, < v o e Unoao y ccm�a Zn ;\ o -- rn Z c Dame.. ZF~r;3\ -` o Q �mo� o m� o m c w 3 o,°co3 W� t2 O ocE0E°Woo U mm m �Of w d'•p U m U'O LL � N O py O O Z COAT WALLS WITH 1" CEMENTITIOUS WALL LINER & 100 MILS OF RAVEN 405 EPDXY COATING. 12" THICK WALL W/ #5 @ 6" EW ROUGHEN CUT SURFACE io TO ;" AMPLITUDE, PROVIDE ADEKA ULTRASEAL W.S. (TYP) N X 0 EXPOSE EXIST REINF & n LEAVE 18" PROJECTION a ABOVE CUT (TYP) d N w �E c� IA C-4 co" En WO V O n .- m -, v Is m rn m I It � mnam V 81 to x M P3 M N` 0 1 m o m 1 o c c 1ho anL.! z O a F- m_j W Q Q = V) X W .W fIII.....!� N W Ld - O to g O o z (~j Ld U z V) O F_ Q — V I F— L — ----_- p •- Y J m --- M O Z �... -... c p N Z F an EL W o 3 O0 z Z w y O U N o 0 0 U E 0 z (n o N \ M i � V m m _ C 00 C OISai U m o c� Om .0 :3 U mo0 -0o .-co 04 t; —� o m C m • •3 00 w •- o U N t=n V) W c z W >O SHEET DET-01 SEQ. 5 N N Date: Apr 05, 2012 - 1:24pm User: fb File: N:\if\Drawings\CV-LST-DEfOl.dwg PRESSURE GAUGE 1" DIAPHRAGM 1 " BALL VALVE-� /- 1 " TEE, 316 SS TUBING 1" BALL VALVE-7 HOSE CONNECTION--� 316 SS 1 " TUBING 1"x3"LG NIPPLE STAINLESS STEEL 5 w z z N ', ui m ow =m - Z z� • a m Dw o NOTES: 0. PRESSURE GAUGE & DIAPHRAGM SHALL BE FILLED FROM THE FACTORY. z 0 g w Z z N _ m O L0 ow =N QZ o I za LUJ M~ W Lo Z a00 Q OU) o 1- O <w N F-zLL t- o Lo Li J O J U.1 CD I U o o � !n o - Td J t0 :� a� J O " ocii F- J ma 0 moo '., l_ T NJ(n j i LUm oZa F- vy to 0 �L� N c:7 N Z 00�04 CD y� K M \ ■ll 316 SS 1" TUBING 1" MALE NPT TUBING CONNECTOR 1" BALL VALVE i- PIPE WALL PIPE O.D. VARIES PRESSURE GAUGE ASSEMBLY NOT TO SCALE E ELEV VARIES NON -SHRINK IUT fk[o1I9: 1 &1 NOTES: 1. PIPE SUPPORT MATERIAL, AND DIMENSIONS TO BE DETERMINED BY MANUFACTURER. 2. SADDLE SUPPORT SHALL BE DESIGNED FOR THE OD OF PIPE WITH U-BOLT TIE DOWNS AS REQUIRED. 3. ADJUSTABLE PIPE SUPPORT SHALL BE BY PIPING TECHNOLOGY PRODUCTS, DOUBLE D FASTENERS OR APPROVED EQUAL. 4. PIPE SUPPORT SHALL BE GALVANIZED. INCLUDE RUBBER PAD BETWEEN PIPE AND SUPPORT. 5. ANCHOR PIPE SUPPORT TO SLAB AS REQUIRED BY MANUFACTURER. AT A MINIMUM PROVIDE (4) Y2"0 HAS ROD (TYPE 304 SS) WITH HILTI RE500 ADHESIVE AND 6" EMBEDMENT. ADJUSTABLE PIPE SUPPORT - NOT TO SCALE 2" STAINLESS STEEL VENT PIPE (SEE NOTE 1.) 2" AIR AND VACUUM VALVE 2" SURGE CHECK VALVE -� 2" GATE VALVE WITH HANDWHEEL - 12" NOTE: 1. CONNECT VENT PIPING FROM AIR VALVE WITH VICTAULIC COUPLINGS & PIPE DOWN TO 2" ABOVE SLAB. 2. ON 2" PIPING, CONTRACTOR SHALL FURNISH NECESSARY PIPE HANGERS AND FASTENERS TO SECURELY ATTACH PIPE TO DISCHARGE HEADER. INSTALL 2" FLANGED OUTLET 1 2" AIR VALVE ASSEMBLY W NOT TO SCALE PIPE O.D. VARIES NT PIPING 1 /2" DIA. x 14" LG. SMOOTH DOWEL AT 10" C/C. - OT/'4" R. (TYP.) PAINT AND GREASE THIS HALF 6� DOWEL EXIST. CONC. ( P•).< ° ° a ,e #3 AT 18" E.W. (TYP.), EXIST. CONC. EXPANSION CAP #4 AT 24" E.W. DOWELY 1 " REDWOOD EXPANSION JOINT MATERIAL OR %" PREMOLDED BITUMINOUS IMPRENATED FELT MATERIAL. EXPANSION JOINT NOT TO SCALE 3/8" BITUMINOUS JOINT SEALER F EXIST. CONC. �og2 - EXIST. CONC� DOWEL-\ CONSTRUCTION JOINT NOT TO SCALE 3/8" BITUMINOUS JOINT SEALER EXIST. CONC. EXIST. CONC. DOWEL DOWEL 1-1/2" m °1 4 R d �p CONTRACTION JOINT NOT TO SCALE MESH STAINLESS STEEL :CT SCREEN TAINLESS STEEL PIPE 1 10" AIR VENT DETAIL -� NOT TO SCALE m m c`o p �m�Om, OL C C'�N• mUp Z om�mF0 Zorn p c•; c c� .�"a' w Ev`°cLiuo JNooa Oa O+•C V o_ i O oE 'ooz4�^Z� •mo Cm DO N Z F= �3\ •` C m�v m m m` m c w 3 0 cai iPEca�E 2 LLJgw.... U=UV a' moo 00 L m � T r a w m aa NOTES 1. SIDEWALK ELEVATIONS AND GRADES ARE TO BE SET SO AS TO ALLOW POSITIVE DRAINAGE FROM THE R.O.W. ACROSS THE SIDEWALK AND TO THE TOP OF THE CURB. CONTRACTOR SHALL PERFORM ALL NECESSARY EARTHWORK FILLING AND SHAPING TO ACCOMPLISH POSITIVE DRAINAGE OVER THE TOP OF THE CURB AT NO ADDITIONAL COST TO OWNER. 2. LAP CONT. BARS 30" LONG AT SPLICES 30 X DIAMETER. 3. REINFORCING STEEL SHALL BE NEW BILLET INTERMEDIATE GRADE DEFORMED BARS TO CONFORM TO ASTM A-615 GRADE 40. 4. CONCRETE SHALL BE CURED WITH WATER OR CURING COMPOUND. 5. STRIP VEGETATION AND REMOVE ORGANIC DEBRIS A MINIMUM OF 3'. 6. PREPARE SUBGRADE TO UNIFORM COMPACTION AND GRADE. FILL MATERIAL, IF REQUIRED, SHALL BE PLACED IN 6' LIFTS MAXIMUM AND COMPACTED TO 95% STANDARD DENSITY AT +1 TO +3% OF OPTIMUM MOISTURE IN ACCORDANCE WITH ASTM D698. SUBGRADE SHALL BE UNIFORM AND SHALL NOT BEMORE THAN 0.75'+/- THE REQUIRED ELEVATION. PROOFROLL SUBGRADE WITH APPROVED ROLLER. NOTIFY ENGINEER 25 HOURS PRIOR TO PROOFROLLING. 7. SAND BEDDING SHALL BE CLEAN BANK SAND, FREE OF CLAY OR OTHER DELETERIOUS MATERIALS. COMPACT TO 95% STANDARD DENSITY AT OPTIMUM MOISTURE IN ACCORDANCE WITH ASTM D698. 8. CITY OF LA PORTE PLANNING DEP. SHALL BE NOTIFIED 48 HRS. PRIOR TO CONSTRUCTION AT 281-471-9650. 9. CONTACT THE UTILITY COORDINATING COMMITTEE FOR THE HOUSTON METROPOLITAN AREA 48 HOURS PRIOR TO CONSTRUCTION. TELEPHONE NUMBER 713-223-4567. _ 10. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE CONSTRUCTION WATER. CITY OF LA PORTE CONSTRUCTION WATER METERS ONLY SHALL BE USED TO OBTAIN CONSTRUCTION WATER METERS MAY BE OBTAINED, AT CITY HALL. WATER WILL BE PROVIDED AT NO COST TO THE CONTRACTOR. A WATER METER DEPOSIT WILL BE REQUIRED. 11. CONSTRUCTION STAKING SHALL BE THE CITY'S RESPONSIBILITY. 12. EXCESS SOIL FROM PROJECT SHALL BECOME PROPERTY OF CONTRACTOR AND REMOVED FROM THE SITE AND DISPOSED OF. 13. THE CITY OF LA PORTE SHALL SELECT A GEOTECHNICAL FIRM TO CONDUCT MATERIAL TESTING AND BE RESPONSIBLE FOR THE COST. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COST INCURRED DUE TO FAILED TEST. 14. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN PROPER BARRICADES AND WARNING DEVICES. 15. EXPANSION JOINTS SHALL HAVE A MAXIMUM SPACING OF 60' OR AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. EXPANSION JOINTS SHALL BE REQUIRED WHERE ALL SIDEWLAKS INTERSECT WITH EXISTING DRIVES ROADS AND AT SAW CUTS UNLESS OTHERWISE DIRECTED BY THE OWNER. 16. FINISHED SURFACE OF WHEEL CHAIR RAMP IS TO BE DYED WITH BURNT RED COLORED DYE STAMPED, WITH BRICK STYLE PATTERN AND TO BE ROUGHENED WITH NO LESS THAN A BROOM FINISH TO PREVENT SLIPPING. 17. THE LOCATION OF THE WHEEL CHAIR RAMPS MAY BE SHIFTED FROM THE PROPOSED LOCATION ON THE PLANS BY OWNER IN THE OWNER'S OPINION A CHANGE IS NECESSARY. 18. WHERE CURB IS DESIGNATED TO BE REPLACED ON PLAN DRAWINGS, REMOVE EXISTING CURB FROM THE TOP OF THE EXISTING PAVEMENT. DOWELL AND GROUT EXISTING PAVEMENT. DO NOT BREAK EXISTING CURB BELOW TOP OF PAVEMENT. 19. USED CREOSOTE CROSS -TIE IF REQUIRED SHALL BE IN GOOD CONDITION & HELD IN PLACE WITH A MINIMUM OF TWO #4 REBAR. 20. GRASS - SOD IF REQUIRED SHALL BE SAME AS ADJACENT SOD; WATERING OF SOD SHALL BE RESPONSIBILITY OF THE CONTRACTOR UNTIL OWNER AGREES TAHT AN ACCEPTABLE ROUTH HAS BEEN ATTAINED. 21. WIND SOR BLOCKS - IF REQUIRED SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMENDATION. 22. ALL EXCAVATED MATERIALS SHALL NOT BE STAGED WHERE VEHICLE TRAFFIC IS OBSTRUCTED. 23. ALL EXISTING CONCRETE SHALL BE DRILLED AND FITTED WITH 12" DOWELS OR REBAR WITH PLASTIC SLEEVE OR TAPED SUP END. 4" TO 6" TO BE EMBEDED IN EXISTING CONCRETE WITH REMAINING EXPOSED TO RECEIVE NEW CONCRETE. DOWELS DO NOT HAVE TO BE TIED TO STEEL IN FORMS. (#3 REBAR AT 18" O.C.) U E c� qa o •C t m U Z C a oW v mm I m X �ul J FAN O W= w WV = o " Wales ��co 10 ME X M co O~ M mvlo o o m o�� � EL a- i z 0 H J Q (n X I- W f- r y Lv 0- 0 LL.. 0 -z-- z U 0` V) LL__ J J F- Ljj U) D 0 W Q _ J w C) V wo z H rn 3 m Il J Q M o W LW Y V Z Z � OJ w m i O N_ a U) NZ J � M W 1 � m m c 00 c a� U cam o c _,•, O (A U''''._, ccv a- � 64 m_crn �3 m-o� w •- � J Ld O V) N _ � I, cr z '- w > o SHEET DET-02 Apr 05, 2012 - 1:19pm User: SEQ. 6 w z z I 0 z 9 o w Q z z N N J N aw CD Q S � z W w J zr • Qa i- r m C*,)� �a oEl 00 LLj (o W LL W 0..., U a z I- J LLI = v LL C4 -....._._ 0 0 T J O go Oul oU) N a- O m 0 O L:F� �U) > J U s8� ozfL 1 to0 0 N N Z We""�•N- 47 O N � M ATTACH #2 BARE CU TO FENCE FABRIC WITH 3 STEEL CABLE CLAMPS, CONNECT #2 CU TO BARBED WIRE WITH 3 STEEL CABLE CLAMPS `#6 COILED -SPRING REINF. WIRE (8" MAX. FROM TOP)__ RE: 5/07C2.2 3 STRANDS - GALVANIZED Bj N I WIRE TIES C AIN LINK N w �__ BRACE SE ANOTE 1) WIRE TI S BRACE o F- i z z LSTRETCHER BAR TR SS ROD w #6 COILEDui u`' SP ING REINF. 3/ INIMUM N GRADE IN TRUSS ROD TRUSS ROD IRE 3/8" MINIMUM = �, 11 GVININIA ENERAL NOTE #4 1 GATE POST I I 11 I I - I �.( 1 —4 CONCRETE LINE POSTNER t° II �• 1 11 ( i0 I II �. ORTERMINAL I I (= c° co 1 —4 CONCRETE i I 1 —4 I K' O 1'-4" OR 2'-0" a iO 10 MINIMUM CONC.II I�SEE NOTE �--� 4'-0" (-`�- NOTE: BRACE POST L lJ POST BRACE POST 6'-0" 1'-4" CONC. FOR 4" POSTS OR ESS 8'-0" 2'-0" CONC. FOR POSTS OVER 4 3/4" x 10'-0" 10'-0" GATE SINGLE SWING 10'-0" MULITIPLES OF 10'-0" END BAY 10'-0" GROUND ROD SIZE AS REQUIRED FOR DOUBLE SWING GATE 1 #2 BARE CU THOMPSON SEE DETAILS THIS SHEET SEE DETAIL THIS SHEET #32, ROBBINS #1 OR EQUAL NOTE: FENCE GROUNDING SHALL BE ACCOMPLISHED BY �i� CHAIN LINK FABRIC FENCE USING A 3/4" x 10'-0" GROUND ROD INSTALLED TO MEET THE FOLLOWING CRITERIA: (a) TOP OF GROUND ROD A MINIMUM OF 12" BELOW GRADE AT LEAST ONE ON BOTH SIDES OF A GATE. 3/8" MIN. TRUSS ROD 3/8" MINIMUM 3/8" MIN. CLAMP FOR TOP OR BRACE RAIL c r,�T! TRUSS ROD & BAND CONCRETE BASE C 2 VyI � 0 O.C. MAX. WIRE TIES FOR TOP OR BRACE RAIL TIJE 2W'I 0 C. MAX WIRE TIES FOR POST STRETCHER BAR IRE SIMILAR) STRETCHER BAR 04 CARRIAGE BOLT BAND TO BE 4 • CAN A r 8AN • FABRIC AND BOTTOM 1�� BARBED WIRE AND SPACED XZ//- OR COILEDO.C. SPRINGI�IC� ICI o I�\STRETCHER MBAR 1 4 TO ENGAGE EACH • MIN. FABRIC DETAIL END •' GATE POST FASTENINGSTRETCHING DETAILS 1 SIMILAR TUBULAR POST OR H COLUMNS NOT TO SCALE i NOT TO SCALE NOTE 3 t—ott 1 ^It IIH I11I Jul SECTION TRUSS F LOWER USE SIZE O.D. SCH. 40 WALL T'/�' HICK LINE POST 2-1/2" 2.375" 0.157" 3.65# 12 GAUGE FOR 3 STRANDS BARBED WIRE -RARBED WIRE TO BE PULLEDiIN`TAUT : SECURELY IN AS RECOMMENDED BY MANU ,,,�WIRE TIES, CLOSE TO POST 1/4" MIN. THRU BOLT OR FASTENING / BETWEEN POSTS (TYP. TOP ANE� OTHER APPROVED POSITIV / COILED SPRING COLUMNOR - • 'REINFORCING WIRE EXTENSION ARM FOR BARBED WIRE IV V I I V JliHI.G (ARMS FOR H COL. POSTS & TUBULAR POSTS SIMILAR) GENERAL NOTES: 1. ALL -FABRIC TO BE #9 GAGE WIRE, WOVEN IN A 2" MESH. TOP AND BOTTOM EDGES TO BE TWISTED AND BARBED. /_--- 2. HEIGHT (H) OF FENCE FABRIC TO BE 6'-0" WITH THREE (3) STRANDS OF 4 POINT BARBED WIRE SECURELY ATTACHED TO SINGLE EXTENSION ARMS ALONG TOP OF FENCE. TOP' STRAND TO BE 1'-0" ABOVE FABRIC. 3. SINGLE EXTENSION ARMS SHALL POINT OUTWARD AT AN ANGLE OF 45 DEC. 4. PROVIDE 1/8 If x 1" FLEXIBLE BRAIDED COPPER STRAP CLAMP CONNECTED TO GATE AND POST. 5. FOR GATES, SIZES OF PIPE, SAG RODS AND TURNBUCKLES =R FORK ARRIAGE- r IOLT -� li•000Z•D71�! � LINK FABRIC KEEP GUIDE ,K i LJ ELEVATION RIVETS m. =o �t m•- O m� O 00 o c 5 mr o-'- go O w E`Oc=ic"io-lNo ¢ oa: O o0 O •�.. O 0�2 0 = nM KN !� 00 n 0_ '- r c 0amcm p� �3\ 0, Z QQ ;O Car � O Q gZ�aDKM E ��Oa guj m = cnp `0 E0E2 W o U � m o a � w �aUm Va LL � 01v'a o0 FP wBL2am w, ti E vi 0+ =c U m Z C O C W 0 a mm m� m in Cj N Yl0 M W= 0 W ��, u) �to Ulm w^aONV m om�to rmS� ° M mal°° O 0 I o,c:= roO GATE KEEPER (TO HOLD GATE OPEN) DETAIL U —0ow CATCH BLOCK PLAN AT LOCK KEEPER SWING GATE DETAIL NOT TO SCALE CHAIN LINK FABRIC KNUCKLED 3-3/4- TOP AND BOTTOM WITH #9 --j j- - „•. SHALL BE MANUFACTURER'S STANDARD WHICH ALSO MEET �"' �VTIINW IVIIIN. 1wW 1Jw WIN WrNWIX 'v `•v`� THE REQUIREMENTS OF THIS DRAWING. GATE POST 6. PROVIDE PLUNGE ROD AND CATCHES FOR ALL GATES IN 4" O.D. STD PIPE Q �� OPEN AND CLOSED POSITION. NOTE: 1 ELEVATION OF CHAIN 7. PROVIDE GREEN PVC SCREENING SLATS, NO ADDITIONAL COST TO OWNER. POSTS WERE SURFACE MOUNTED W/ 8of it /s" 5 FENCE AND GATE GAL. STL. PLATE AND - - NOT TO SCALE 5/8" 0 S.S. EXPANSION ANCHORS, O Q J U) J a Q a = F_ LLJ " W w � w (Ifh- w al OZ o 48 � Z w 0 O U z Q w LL_ F- rq O O N Z....�__- O Z � m Q p p O' 3 ¢ w 2 o dS p p p U Cj 04 p Wi < o N Z J \ J ' com 00 C N Op>C U o c_,, o rn ' o -CvO c- o 0 D'L (j C A7 3 m•o wr p J Q O V) L z w >o SHEET DET-03 SEQ. 7 a In z 0 H Q m Q W J co co H Z W O� �06 �gto i aw LLa0 _1 n. oo a U cp cp Em RETE PUMP S (3) IN USE) — 6' MAX. (SEE NOTE) KIM = GI.Jb WEST 8" R.C.P. FL = BOTTOM = -2.54' Kllvl = 2U.bb SW 18" R.C.P. FL = 12.89' EAST 18" R.C.P. FL = 2.96' NW 24" FL 1.66' (TYPE UNKNOW 1. SET POSTS AT REQUIRED SPACING 3. ATTACH FILTER FABRIC TO POSTS AND EXTEND IT INTO THE TRENCH (SEE NOTE 3) 18" MIN. 36" MAX. EXTENSION OF INTO TRENCH • 2. EXCAVATE A 6"x6" TRENCH UPSLOPE ALONG THE LINE OF POSTS AND SECURE WIRE FENCE TO POSTS. (SEE NOTE 2) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. r FLOW ALTERNATE V—TRENCH EXTENSION OF FABRIC INTO TRENCH FLOW--- 4" L REINFORCED FILTER FABRIC BARRIER N.T.S. GENERAL NOTES: 1. POSTS TO BE SET AT 6 FOOT MAXIMUM SPACING. 2. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO POSTS WITH WIRE TIES OR STAPLES ADDITIONAL TIES OR STAPLES CAN BE ADDED TO SECURE WOVEN WIRE FENCE. 3. FILTER FABRIC TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH WIRE TIES OR STAPLES AT TOP AND MIDSECTION. ADDITIONAL TIES OR STAPLES CAN BE ADDED TO SECURE FABRIC. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHOULD BE OVERLAPPED 6" INCHES AT THE POSTS AND FOLDED. 4. CUT "D" SHAPED HOLES X OF HEIGHT AWAY FROM NATURAL GROUND AND SPACED NO MORE THAN 4 FEET ON -CENTER. CONSTRUCTION NOTES: 1. 2 INCH THICK BY 2 INCH WOODEN STAKES TO BE SET AT MAX SPACING OF 16 FEET AND EMBEDDED A MIN. OF 12 INCHES. IF PREASSEMBLED FENCE WITH SUPPORT NETTTING IS USED, SPACING OF POST MAY BE INCREASED TO 8 FEET MAX. 2. ATTACH FILTER FABRIC TO WOODEN STAKES. FILTER FABRIC FENCE SHALL HAVE A MIN. HEIGHT OF 18 INCHES AND MAX. HEIGHT OF 36 INCHES ABOVE NATURAL GROUND. 3. WHEN TWO SECTIONS OF. FILTER CLOTH ADJOIN EACH OTHER THEY SHOULD BE OVERLAPPED 6 INCHES AT THE POSTS, AND FOLDED. 4. SEE STANDARD SPECIFICATION FOR FILTER FABRIC FENCE. GEOTEXTILE FABRIC FLOW SECTI�`J SAND BAGS (TYP.) r- INLET DRAIN TO SEDIMENT TRAPPING DEVICE 56' MIN. PLAN 6" MIN. PROFILE 'mm ow co �i - c m Ol = O U ocio z o c0 Z In o N m o c•3 cc$ '�"�' w :cocoo pjoo, � I E�y, o 0 0 a 0 o 2 =s N 0, c m 5 n^ a_ O O O;N c V 1 O GI cli —aC 2 V oc Z ^yam _ O .- v Z 0,0 T m O m D o N C m Q m U� Omw 2�Q � ml~ oo o d•3 � c 3 0 O OocmE�oE vw o U m �w w oav n O O 0 a r 00`o.ad`m d Z ■ aM N.T.S. GENERAL NOTES: 1. THE LENGTH OF THE TYPE 1 CONSTRUCTION EXIT SHALL BE AS INDICATED ON THE PLANS, BUT NOT LESSS THAN 50'. 2. THE COARSE AGGREGATE SHOULD BE OPENED GRADED WITH A SIZE OF 4" TQ 8". 3. THE APPROACH TRANSITIONS SHOULD BE NO STEEPER THAN 6:1 AND CONSTRUCTED AS DIRECTED BY THE ENGINEER. 4. THE CONSTRUCTION EXIT FOUNDATION COURSE SHALL BE FLEXIBLE BASE, BITUMINOUS CONCRETE, PORTLAND CEMENT CONCRETE OR OTHER MATERIAL AS APPROVED BY THE ENGINEER. 5. THE CONSTRUCTION EXIT SHALL BE GRADED TO ALLOW DRAINAGE TO A SEDIMENT TRAPPING DEVICE. 6. THE GUIDELINES SHOWN HEREON ARE SUGGESTIONS ONLY AND MAY BE MODIFIED BY THE ENGINEER. 7. THE LOCATION AND NUMBER OF CONSTRUCTION EXITS SHALL BE APPROVED BY THE ENGINEER. N 1 ci E cm 1 F �0 M N W= LY V � o �' dm i n �G mn't,c Lo 3 XM, O ~ 00 M oom� o�c N00x —aaw O V m Q Q ~ W N Q = 0 X W H ry 0 L Of z Q d O J o z __ n �5 O a_ 0- Q V) F_ J ci O N O z �= m a Q o 3 p v O J z 3 N U O IL U) N Z J � U m m —c 00 c UGU c0N o c� o rn U+ 0 c a (D.- 0— m 0 0 mcN Q0N m-o� w� a o U) N Ui L Ld z '� w > o SHEET SW3P-01 - 1:13pm User: fb File: N:\if\Drawings\CV-LST-SW3P01.dwg SEQ. 8 Z O Q w z N N J W � m Q O W _ M W Z W . M Z o m � � w Z� o0 0 r i- .._.._-... _._.. a D Q J ov (J) U U- 0 h J V � vU W(n Z i� c co rn M i F31PROJECT LOCATION . Fa6maiit Pkwy=.-=.=J .-w vairm asatlena.Comenvan ! :enter &PA°nkipal.. I i _. Falrprountls -_x. r VICINITY MAP KEY MAP #578 C PROJECT ADDRESS 5803 LUELLA BLVD. LA PORTE, TX 77571 2'-6' 7'-6' 6?06?06�� 0 5' 10, U p 4 m I. Q. FUTURE NATURAL GAS FUEL p SYSTEM (NOT IN. CONTRACT) Q Q s— G FUTURE GAS LINE SIGN ° (NOT IN CONTRACT) I Q• � Q PROPOSED SERVICE 2 I�, RACK E6 (NOTE 2) �. p 1 PROPOSED ' SER100 TEL100 FXT100 EXISTING SERVICE b POLE TO BE REMOVED ' Q PROPOSED 1 p SERVICE E7 i POLE (NOT$ 8) k. EXISTING p SERVICE RACK ' TO BE REMOVED (NOTE 8) r Q... PROPOSED - FUTURE ELECTRICAL PULL BOX (NOT IN NOT IN CONTRACT) CONTRACT —GAS GAS GAS — E� E E—, —.PROPOSED AUTOM TRANSFER SWITCH (NOTE 8) MAIN SERVICE PROPOSED 1 e ,. CONTROL PANEL E6 PROPOSED LPF700 LPF200 LPF300 FLT100 L / N w I ' 0 CQ I N L N FUTURE GENERATOR (NOT IN CONTRACT) I 2t I _ WI ; 1 a o o - (0 i E E E SEE ENLARGED PROPOSED 7 PLAN ON SHEET E2 _ _ FLOATS E7 i ,z —,zrM HANDHOLE II Q O In 00 II O ELECTRICAL SITE PLAN SCALE: 1 IN. = 5 FT. (EXISTING/MODIFIED) NOTES: 1. ALL WORK SHALL BE IN COMPLIANCE WITH LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AND IN ACCORDANCE WITH LOCAL CODES. 2. SERVICE EQUIPMENT DETAILS ARE SHOWN DIAGRAMMATICALLY ON PLANS. INSTALLATION SHALL COMPLY STRICTLY WITH LOCAL POWER COMPANY STANDARDS IN EVERY RESPECT. CONSULT LOCAL POWER —COMPANY FOR REQUIREMENTS FOR THIS SPECIFIC PROJECT BEFORE STARTING CONSTRUCTION. COORDINATE LOCATION OF SERVICE OUTLET. ALLOW FOR ALTERNATE LOCATION IN BID. VERIFY MAXIMUM AVAILABLE FAULT CURRENT AND PROVIDE EQUIPMENT TO WITHSTAND CURRENT RATING ACCORDINGLY. 3. CONDUITS SHALL NOT BE ROUTED ACROSS WALKWAYS, PATHS OF ACCESS, TRAVEL OR EGRESS. ROUTE IN CONCRETE STRUCTURES OR AROUND EQUIPMENT. DO NOT ROUTE IN CONFLICT WITH OTHER PIPING, CONDUITS, EQUIPMENT OR STRUCTURES. 4. FIELD VERIFY EXACT LOCATION OF ALL UNDERGROUND PIPES, CONDUITS, AND STRUCTURES BEFORE DIGGING. REPAIR ANY DAMAGE DONE TO ORIGINAL CONDITION. 5. PROVIDE 48 INCHES MINIMUM WORKSPACE IN FRONT OF ELECTRICAL EQUIPMENT. 6. REMOVE ALL UNUSED CONDUITS, BOXES AND ELECTRICAL DEVICES PER SPECIFICATION 16060. REFER TO CIVIL PLANS FOR DEMOLITION REQUIREMENTS. 7. CONTRACTOR SHALL READ ENTIRE CONTENTS OF SPECIFICATION 16012 AND OTHER REFERENCED SPECIFICATIONS CONTAINED THEREIN BEFORE BIDDING ON THIS PROJECT. FAILURE TO DO SO IS AT CONTRACTORS RISK AND AT NO ADDITIONAL COST TO OWNER. 8. NO DEVICES ALLOWED ON OUTER DOORS OF ENCLOSURE.. 9. GROUND ALL STRUCTURAL STEEL, ELECTRICAL EQUIPMENT, PIPING AND HATCH COVER. 10. DO NOT SAWCUT PAVEMENTS WITHOUT EXPLICIT WRITTEN APPROVAL FROM ENGINEER. CONTACT ENGINEER PRIOR TO CUTTING ANY PAVEMENT. ALL EXISTING UNLESS NOTED OTHERWISE I m m C O O m Ow Occ �". '. mw Ujo z O E w� O Z N p E 0�;,� U o=OuO 'o 0 n��N W m (OJ CO Z �^�� ca0 O,U Tm rnm 0 4 rn� C `m Z F n3r�i m c W V0 •O a,°co.R .62 3 O OaciE0Ev`Ld82 w Svc m 0`0 q O p 2 O 1=m naam 1L U i SE 0 WjN Wz u M -ION �W�7`5` ? LL W=�, QW w ' N W V �Z eP3e o C3 : 2i Ur�O arry � m 1 Z in3W_ del w °. N pm�"m s. 04 I o. ® m 00E00 . e O -ao` z O Q J z Q g < = In X LiJ W li Ld F— Lv U) O g Q O oz ry C U Ld Q Ld J 0 n o O 0 N z F- 0 a_ a_ W m Q z Z N Y •a U z � o 0 0 x 0 W N w W p N Z co m m 00 C OCU o c _,_, ow .c :3 O O'O C o c— a) o 0 �, � 3 o°In M vD w — U 0 co U) Ld it z w > O SHEET E1 M SEQ. 10 2011 — 1:58pm User: jose.martFrriilaz 0:\3700-3999\3986—FNI\02 Design\3986—El—ESP.dwg PROPOSED "LB" (TYPICAL) ONC. DRIVEWA z 0 a m ' Q N W w M z ¢ 0CD v7Uw LL UWC/) PROPOSED 1 CONTROL PANEL E6 PROPOSED TERMINAL BOX PROPOSED HAND HOLE PROPOSED S.S. CABLE HOLDER (Nm 8) STN. STL. HATCH PROPOSED 3 PUMP CABLE INSTALLATION E7 IN PUMP CABLE I I I PROPOSED S.S. CHAIN PROPOSED PVC COATED WEIGHT LIFT STATION ELEVATION SCALE: 3/8 IN. = 1 FT. (NOTE 8) NOTE,. 1. ALL WORK SHALL BE IN COMPLIANCE W/LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AND IN ACCORDANCE WITH LOCAL CODES. 2. CONDUITS SHALL NOT BE ROUTED ACROSS WALKWAYS, PATHS OF ACCESS, TRAVEL OR EGRESS. ROUTE IN CONCRETE STRUCTURES OR AROUND EQUIPMENT. DO NOT ROUTE IN CONFLICT WITH OTHER PIPING, CONDUITS, EQUIPMENT OR STRUCTURES. 3. CONTRACTOR SHALL READ ENTIRE CONTENTS OF SPECIFICATION 16012 AND OTHER REFERENCED SPECIFICATIONS CONTAINED THEREIN BEFORE BIDDING ON THIS PROJECT. FAILURE TO DO SO IS AT CONTRACTORS RISK AND AT NO ADDITIONAL COST TO OWNER. 4. GROUND ALL STRUCTURAL STEEL, ELECTRICAL EQUIPMENT, PIPING AND HATCH COVER. 5. WHERE OZ GEDNEY CSBE CONDUIT SEALS ARE INDICATED, MINIMUM CONDUIT SIZE SHALL BE 1-1/2 INCHES. 6. CABLE HOLDER LOCATION SHOWN FOR CLARITY. FIELD COORDINATE LOCATION WITH MOTOR AND CABLE POSITION m m cc ma's m •- O L m 0 0 oc� c mo Uo z O rn E m— m m ~ 0"0 0 •o cw rn o �.3 0 o _ o am O€cmtr (�J ^a. 0 yL.w� O c Z O'tn��N m O C 00 �V'r c rnTL moo Z mmcozp F,3 cm°T:mQ� 0 mi` `mcw�3 0 �a•Jv-N-� O o m E 0 E E W 800 a' v w V' mm0�,,•�m Fina.odm N 7. LOCATE TERMINAL BOXES TO ALLOW CODE CLEARANCE ACCESS. �Q m 8. COORDINATE POLE AND GATE LOCATIONS. W= L N 0 FUTURE ELECTRICAL MONV 0 2'-8" 5'-4" PULL BOX NOT IN ow FUTURE NATURAL GAS FUEL - SYSTEM (NOT IN CONTRACT) 6' CHAINLINK FENCE W/ 3-STRAND BARB -WIRE & GREEN PVC SCREENING SLATS - PROPOSED "LB" (TYPICAL) TO PROPOSED CONTROL PANEL (SEE PLAN VIEW FOR CONDUIT ROUTING) PROPOSED 4 CONDUIT SEAL (NOTE 5) (TYP.) EX. 8'x15' CONC. WET WELL 21 " INFL. FL = 2.5t ALARM ON w THIRD PUMP ON EL 2.25 cn cn " SECOND PUMP ON EL 1.51 � Z LEAD PUMP ON EL O.A a_ ALL PUMPS OFF EL -1.15 Of0 ADJUST PER MANF RECOMM ow 10% MIN. SLOPE TO PUMP INTAKE PER PUMP MFG. O ( CONTRACT)oD - m GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS 0100.26 Sao E E E E E EX. 12" FORCE MAIN o^QAeCn/1 Q (APPROX. TOP = 17') (FIELD VERIFY) SERVICE RACK =!8" CO NC. <DRIVEWAY "LI PROPOSED FXT100 =! SER100 TEL100 PROPOSED METER (NOTE 8) PROPOSED 1 SERVICE POLE E7 12' CHAINLINK DOUBLE GATE <J _ -PROPOSEDI BURIED CONDUIT (TYPICAL)-= "LB" PROPOSED�� GROUND WELL E7 (TYPICAL) _. J C9 FUT. GENOERATOR C i (NOT IC N CONTRACT) I i �-G== — �) -12" D.I. F.M. Is FUTURE GENERATOR J \ (APPROX. TOP = 17') (NOT IN CONTRACT) I m x W � 6" CURB AROUND — — — ENTIRE LIFT -14 STATION SITE EXIST. 21 " (( I I I I Li.l `-12 x90' BEND INFL. LINE I ( I I I I I-- (FLGxFLG) " FL = 2.5t _ O ----'�------------- II —II rI-I) ----------------- — — — - 4---�� I 1 - - - - - r - - -PROPOSED LIFT I I 1 -CUT & O 1 2" STN STL i' ( I PUMP TERMINAL 9 ( I I PLUG DRAIN LINE I I BOX (TYPICAL) E7 I I I I O z I ( ( (NOTE 7 ( PROPOSED I } I I I LPF300 I I- z O O W I ( L------- -PROPOSED I w I I CABLE HOLDER I I I I r - - - - - - - _ (TYPICAL) I i I LLPOF200ED I I I --- I I I I I w I II 11 J I i L--------------- J I I I I'- PROPOSED 0 R s W r 6 Cw 'Z ' + =a z w = e� owb_ =z F `•ah w a. I I TTT'--- ffn_ I I � o n _ II II ( ROPOSIED z O w I PROPOSED I I W "LB" (TYPICAL) m a- a w I CONTROL _ I I I �' J a Z PANEL E6 PROPOSED I I PROPOSED (I- I 1 1 ¢ w qa i n FLOATS TERMINAL 10 I (®`� e FLOATS FRONT BOX NOTE 7 E7 I �� HANDHOLE E7 O w a w w PROPOSED I ( '� a I 8" WI PROPOSED "LB" (TYPICAL) - FLT100 _ — C. SPARE _ — — — — I ( I I I 100 — — — — — — — — — — I iIf _=t 0 Ld i m m _ w O O OL E E E E E E E E E E E� Z NC. PAVEMENT I I I I N FENCED AREA (TYP.) — I I - 6' CHAINLINK I I � o I (PROPOSED FENCE I I N BURIED PROPOSED CAP I I CONDUIT N -EX. 12" FORCE MAIN 10" STN. STL. O (TYPICAL) VENT W/ STN.[ BE ABANDONED) I I 0-0 STL. SCREEN IL-------'----------------------------� I c- rns L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — m.om SCALE: 3/8 IN. = 1 FT. NOTE: BACKGROUND LIFT STATION UPDATED PER CIVIL DRAWINGS 3 oi?N m-aL w - v j O to N fy z >o SHEET z E2 SEQ. m 11 - 1:59pm User: jose.martirikez 0:\3700-3999\3986-FNI\02 Design\3986-E2-EP.DWG z O Q m r M EDW C� Z O �Q�(0 < J �uUu- �LL ' J U c ;aLu 40 W m #2 B.C. GND. WIRE 3/4 IN. X 20 FT. Cu GND ROD � 480/277 VOLT, 3PH, 4 WIRE SERVICE BY POWER CO. 400A 3P DISC. SWITCH 480V, 3PH 22 KAIC (MIN.) (NEMA 4X S.S.) 1_#6- zrm1uu SELF CONTAINED rel METER SURGE PROTECTOR NOTE 1 = 1 SER101 40OA/3P, 32 KAIC, AUTOMATIC TRANSFER SWITCH (NEMA 4X S.S) (NOTES 6. 9. 10) TRIAD 3/4 IN. X20FT. Cu GROUND RODS 400AF 300AT 3P MAIN BKR. (NEMA 4X S.S.) 48OV, 3PH 22 KAIC (MIN.) #2 B.C. rGND. WIRE 3/4 IN. X 20 FT. Cu GND ROD "PT 400AF A 300AT 3P 2222 KAIC `-MOLDED CASE BREAKER WITH DOOR INTERLOCK #4 CAB. HEATER T=l 0V #4 B.C. GND. WIRE L 3/4 IN. X --- —� 20 FT. Cu GND ROD TO CONTROLS I 50A 2P I � I IF_ 7I I I � _H LVP-GEN II I I FUTURE 15KVA, 1PH 480:120/240V — I I MINI -POWER NE (NEMA 4X S.S.) (GG---��--�--- OAF 400AT E'--------� HTR gfUU'-0— —� JWH '1llIRJr' E I — — — -► TO AUTODIALER L— — — — — — — FUTURE 150KW, 187KVA (MIN.) 226A 480V/277A, 3PH, 4W STANDBY NATURAL GAS GENERATOR 2/0 KCMIL B.C. GND , Gv I I — L.VvplI I vac,. jvSv.11lul mlQ CONTROL PANEL (CP) NEMA 4X S.S. 48OV, 400A CU BUS BRACED TO 22 KAIC (NOTE 4) (NOTE 4) (NOTE 4) 2PA T,3 T.3 . . 10KVA i 480:120/240V + 1 PH (NOTE 8) 2PA 20A 1P 20A 1P CABINET HEATER & PUMP CONTROLS COOLING FAN 20A 1P 20A 1P PUMP CONTROLS ALARM CONTROLS 20A 1 P 20A 1 P LIFT STATION LIGHTING RECEPTACLE 20A 11? 20A 1P AUTODIALER DE -HUMIDIFIER 20A 1P 20A 1P TO SPARE SPARE CONTROLS 20A 1P 20A 1P SPARE SPARE NOTE 3 n TERMINAL BOX (TYPICAL) FLT 00 45 Ts 45 Ts 45 Ts LIFT PUMP No. 1 LIFT PUMP No. 2 LIFT PUMP No. 3 ELECTRICAL ONE —LINE DIAGRAM NOTES: 1. MOUNT SURGE PROTECTOR/LIGHTNING ARRESTOR IN NEMA 4 (PAINTED) ENCLOSURE. SEE SPECIFICATIONS. INSTALL CONDUCTORS AND LARGEST GROUND WIRE SIZED PER MANUFACTURERS RECOMMENDATIONS. SECURE GROUND WIRE TO STRUCTURE AS REQUIRED TO COMPLY WITH NEC SECTION 250-64. 2. COORDINATE EXACT CONDUIT SIZE REQUIREMENT WITH MANUFACTURER CABLE(S) SIZE, USE MINIMUM 2 1/2 INCH CONDUIT. 3. PROVIDE ADDITIONAL LOW VOLTAGE CIRCUIT BREAKERS AS REQUIRED BASED ON FINAL PANEL FABRICATION. 4. CONTRACTOR TO COORDINATE MOTOR STARTER MCP AND FEEDER SIZE WITH MOTORS SUPPLIED FOR THIS PROJECT. ADJUST SIZES ACCORDINGLY, ESPECIALLY FOR HIGH EFFICIENCY MOTORS. ALSO ACCOUNT FOR CAPACITOR INRUSH ON MCP. 5. WHERE MULTIPLE CABLES ARE FURNISHED WITH PUMP, PROVIDE ADDITIONAL CONDUITS. 6. PROVIDE TRANSFER SWITCH DATA TO POWER COMPANY. 7. CONTRACTOR SHALL VERIFY AVAILABLE FAULT CURRENT WITH POWER COMPANY AND PROVIDE EQUIPMENT RATED ACCORDINGLY. 8. TRANSFORMER SECONDARY PROTECTION SHALL COMPLY WITH LATEST VERSION OF NEC CHAPTER FOUR EQUIPMENT FOR GENERAL USE. ARTICLE 450 TRANSFORMERS AND TRANSFORMER VAULTS (INCLUDING SECONDARY TIES). CONTENTS I GENERAL PROVISIONS. ARTICLE 450.3 (B) TRANSFORMER 600 VOLTS NOMINAL OR LESS. 9. ALL CONDUITS, CONDUCTORS AND DEVICES MAY NOT BE SHOWN ON THIS SHEET. 10. ALL OUTDOOR ENCLOSURES SHALL BE NEMA 4X S.S. UNLESS NOTED OTHERWISE. LEVEL FLOATS (SET PER CIVIL PLANS) CONDUIT SCHEDULE CONDUIT No. CONDUIT CONDUIT FROM TO CONDUCTORS REMARKS QUANTITY SIZE FLT100 1 1 1/2 IN. CONTROL PANEL FLOATSBOX TERMINAL 12—#12+ GND FLT101 1 2 1/2 IN. FLOATS FLOATS MANUFACTURER'S CABLE NOTE 2 BOOXTERMINAL FXT100 1 1 IN. CONTROL PANEL SITE AREA LIGHT 3—#10+1—#12 GND — FXT101 1 1 IN. CONTROL PANEL ALARM LIGHT 3—#10+1—#12 GND — LPF100 1 1 1/2 IN. CONTROL PANEL LIFT PUMP No. 1 3—#3+4—#12+ GND TERMINAL BOX LPF101 1 2 1/2 IN. LIFT PUMP No. 1 LIFT PUMP No. 1 MANUFACTURER'S CABLES NOTE 2 & 5 TERMINAL BOX LPF200 1 1 1/2 IN. CONTROL PANEL LIFT PUMP No. 2 3—#3+4—#12+ GND TERMINAL BOX LPF201 1 2 1/2 IN. LIFT PUMP No. 2 LIFT PUMP No. 2 MANUFACTURER'S CABLES NOTE 2 & 5 TERMINAL BOX LPF300 1 1 1/2 IN. CONTROL PANEL LIFT PUMP No. 3 3—#3+4—#12+ GND TERMINAL BOX LPF301 1 2 1/2 IN. LIFT PUMP No. 3 LIFT PUMP No. 3 MANUFACTURER'S CABLES NOTE 2 & 5 TERMINAL BOX SER100 1 3 IN. POWER Co. MAIN BREAKER 3-350KCMIL+1—#2 NEU+ GND — SER101 1 3 IN. MAIN BREAKER AUTOMATIC TRANSFER SWITCH 3-350KCMIL+ GND — SER102 1 3 IN. AUTOMATIC TRANSFER SWITCH CONTROL PANEL 3-350KCMIL+ GND — TEL100 1 1 1/2 IN. TELEPHONE TERMINAL AUTODIALER TELEPHONE CABLE — SER=SERVICE, LPF=LIFT PUMP FEEDER, FLT=FLOAT, FXT=FIXTURE, TEL=TELEPHONE, GEN=GENERATOR ELECTRICAL LOAD ANALYSIS AMPS LOAD 0 A 0 B 0 C LIFT PUMP NO. 1 45 HP 59 59 59 LIFT PUMP NO. 2 45 HP 59 59 59 LIFT PUMP NO. 3 45 HP 59 59 59 TRANSFORMER 10.0 KVA 21 - 21 25% OF LARGEST MOTOR 15 1 15 15 TOTAL LOAD 213 192 213 SERVICE AMPACITY 0 480/277V, 3PH, 4W 300 300 300 SPARE AMPACITY 87 108 87 CALCULATED MAXIMUM AVAILABLE FAULT CURRENT = 21,227 AMPS. USE 22 KAIC RATED DEVICES AND BRACING (NOTE 7) m m E015 �s m•- o mo mU or c" X .c 0 U Z omm � Z`�''m o m m NO 3'•- c c,s '�' w a E-oo-OJ_w Q: .. o.co+.o.v 0 _—o CL.. ;fc, U U O 0 U '15o 0,,.�,, N= n M K N !!) C C m V Cm Z gx Maw o•-.. ItlrZn 0'a T rn� CZF i\3M oO o•c�w _ aamcw'o00oE oo0 mfow 000 m w 0'm V mV� a lvll U O o Hm CL CLm rl N to c E c� R _.....® N . W ZCC M N � � w Q �LLL in W _.L Erb 1MZ Ti iZ iYg W �b �w 3x o aZ. o �.l� Ewa; O n 1 CTN 00wco-� ao as z O Q Q orf —� U m Q Q 0 U) W W W I- z Lil ry I O W U O O Z �z J � I— U Ljj W O �o M d o N z o Q w Y 3 w z 0 Z 3 In o 0 K O U O w r7 w N o N Z to \ 00 0) m m w 00 c mz ai U c N w o c _,., ow 0 v co co 0- c- a) o vl mc� 0` 0. mv� w - J o � U D U N L w >o SHEET E3 SEQ. 0) 12 1. WHERE ADDITIONAL CONTACTS ARE REQUIRED, PROVIDE ADDITIONAL CONTACT 3. INSTALL A UNDER/OVER VOLTAGE PHASE FAIL RELAY. BLOCKS OR ADDITIONAL RELAYS WITH COILS WIRED IN PARALLEL. 4. CONTRACTOR SHALL RE —CONNECT EXISTING PHONE LINE TO NEW 2. CONTRACTOR SHALL READ ENTIRE CONTENTS OF SPECIFICATION SECTION AUTODIALER AND IS RESPONSIBLE FOR THE RELOCATION OF PHONE LINE ENTITLED "ELECTRICAL WORK" 16012 AND OTHER REFERENCED TERMINAL BOX. SPECIFICATIONS CONTAINED THEREIN BEFORE BIDDING ON THIS PROJECT. FAILURE TO DO SO IS AT CONTRACTORS RISK AND AT NO ADDITIONAL COST TO OWNER. fm I---120V LIFT PUMPS 20A/l P PHASE FAIL RELAY (NOTE 3) PFR PFR BYPASS I , 'A LIFT MOTOR SEAL LEAK TEMP DETECTOR DETECTOR RESET LIFT PUMP No. 1 PROTECTION MODULE F1 OT1 — — — — LIFT SF1 CR PUMP No. 1 SF1 SEAL FAIL OT1 LIFT CR PUMP No. 1 OTt OVERTEMP OL1 CR LIFT PUMP No. 1 0L1 MOTOR 7 MOTOR OVERLOAD I SEAL LEAK TEMP DETECTOR DETECTOR RESET LIFT PUMP No. 2 PROTECTION MODULE F2 OT2 0 0 A PUMP CONTROL r" 120Vo t POWER ON `R'A PHASE FAIL LIFT BYPASS ON SF2 CR PUMP No. 2 CR 120V---o L- SEAL FAIL SF2 APO OT2 LIFT ILP CR TD CR PUMP No. 2 0T2 H 0 ` A PFR OT1 LP 30L'S OVERTEMP 01.0�� •� LP1 TDC ' LIFT PUMP No. 1 OL2 CR LIFT CR LP1 o••1 0" 1 Fo PUMP No. 2 MOTOR OVERLOAD OL2 MOTOR SEAL LEAK TEMP LD 10 SEC. DETECTOR DETECTOR RESET �� LI— _ q PUMP No. 1 120Vo L' CALLED LIFT PUMP No. 3 0 ILP CR TO PROTECTION MODULE H A PFR OT2 LP3, 30L'S LIFT SF3 OT3 niFno�`Yf LP2 TDC PUMP No. 2 roll CR q LP2 i Jp �� LIFT I--� LP2 20 SEC. S173 CR PUMP No. 3 SF3 SEAL FAIL ® LIFT PUMP No. 2 OT3 LIFT 120Vo L' CALLED Q,3 PUMP No. 3 OVERTEMP OL3 CR LIFT 0 ILP CR TD PUMP No. 3 0� H A ® PFR OT3 LP 30L'S LIFE MOTOR OVERLOAD LP3 TDC ' PUMP No. 3 CR 0 LP1 .G.® LP3 1 }—+ o'II o TO LIFT PUMP ` LP3 30 SEC. 120V--o L� No. 1 RUN . ® LIFT ETM A PUMP No. 3 120Vo CALLED LP2 ._.® CONTROL POWER TRANSFORMER TRANSFORMER u� �24V—u LIFT PUMP CONTROL DIAGRAM (NOTE 1) r4awil ux LIFT PUMP NOT IN CONTRACT 120V---o ® No. 2 RUN (FUTURE) ETM LIFT PUMP No. 3 RUN 120v----o L^ � MULTIPLE PUMP RUN 20A/1P T Iyu GFI RECEPTACLE 120V 20A/1P CLOSES ON TEMP DROP TO 89F. M1 M2 CABINET HEATER rl (1 111 1 1. CLOSE ON TEMP RISE FAN DA/1P 7:I PHASE FAILURE CR CR CR OT1 OT2 OT3 „Lyr.I k1wel I I INTRUSION GENERATOR — FAIL — —i 1— — GAS LEAK 6�"m mJ\3 LINE PROTECTOR PHONE ___INCOMING — JACK TELE. PAIR / —AUTOMATIC DIALER FOXCROFT SENSAPHONE MODEL No. FX-1400 (NO EXCEPTIONS) 11 HIGH LEVEL CR CR CR MS1 MS2 MS3 MOISTURE SENSOR CR CR CR OL1 OL2 OL3 PUMP OVERLOAD GENERATOR RUN NOT IN CONTRACT — — — — —i (FUTURE) 0 0 0 0 0 0 0 0 0 0 FA A A w In, m A SPARE SPARE LF"m m ° c o O r O V o.c E o m .m�E0 Z o�n 0 O m N N� D0c0o �/j moo, gww E --,.2 .c «J rno 0 U:O .. 0 000` mI�[DOWN 00€ CIS (_,)�<^ a0 m(OJ CO Zxn�n O,U Tm O,m zo N c F.0 `'C o Z F Z Q 10 C .O- a Q 50.a�K �m�0mc w~z3 C3 ' o+0 c o.3 W In fr p °o 0 E 0 E-`0 w �R w 0 W: o 0 L- I=- Om EL a. 0 CONTROL PANELS SHALL BE FABRICATED ONLY BY MANUFACTURERS LISTED IN SPECIFICATION 16102. 1.029 F. NO EXCEPTIONS. IL dE .SE 6a c �C W w i� N � o N U) Of u " ° Z ° Wp p ui nn Q LLI WV - Z E i 8.Z Tm� N w �w 3 xy� au 0 m 1 w ® °cWt .�M i so ro o 0 0 F.o u Fao ° r z W O Lu Q U) U) m Q < _ Q ry L,I X ! ^ W ~ LL Li ry g O cr_ o C) O O Q J Q V) U fh U J LLJ J Lli o •- � o M N 0 0 z H o rn mO a Q Uj z o w 3 �.<1 QZ >w Y "D Z ~ N K W = o 0 o Ir 0 U I Ld w w a r z o N 00 M a) m r 00 c a''0 ai oco >=WN o c� ow coo •-co c-q) C _ � o .o rn-C mcm oo� w J Of U j o O t cn w o: z >o SHEET E4 SEQ. M 13 Date: Apr 11, 2011 — 2:00pm User: jose.martffilez 0:\3700-399 )2 Design\3986—E4—CD1.dwg cc Lu m z z Q � rO I C) CLWI- J S U W (A NOTES: 1. WHERE ADDITIONAL CONTACTS ARE REQUIRED, PROVIDE ADDITIONAL CONTACT BLOCKS OR ADDITIONAL RELAYS WITH COILS WIRED IN PARALLEL. 2. ONLY CONTROL SYSTEMS MANUFACTURERS LISTED IN SPECIFICATION SECTION 16012, 2.01, F SHALL FURNISH CONTROL PANELS FOR THIS PROJECT. CONTROL SYSTEMS MANUFACTURERS LISTED AS ELECTRICAL CONTRACTORS, SHALL ONLY FURNISH CONTROL PANELS WHEN PERFORMING ELECTRICAL CONSTRUCTION. 3. MAY BE OMITTED AT OPERATORS OPTION. 4. CONTRACTOR SHALL READ ENTIRE CONTENTS OF SPECIFICATION SECTION ENTITLED "ELECTRICAL WORK' 16012 AND OTHER REFERENCED SPECIFICATIONS CONTAINED THEREIN BEFORE BIDDING ON THIS PROJECT. FAILURE TO DO SO IS AT CONTRACTORS RISK AND AT NO ADDITIONAL COST TO OWNER. 5. PUMP CONTROL SEQUENCE A. ALTERNATE P1 & P2 & P3. B. LAG PUMP ONLY COMES ON FOR HIGH LEVEL. ALL PUMPS OFF _EAD PUMP CALL AG No. 1 DUMP CALL AG No. 2 ?UMP CALL IGH LEVEL -IFT PUMP No. 1 FLOAT CALL JFT PUMP No. 2 =LOAT CALL _IFT PUMP No. 3 FLOAT CALL A ALARMS CONTROL DIAGRAM I (NOTE 1) L. P. No. 1 OVERTEMP SHUT DOWN L P. No. 2 OVERTEMP SHUT DOWN L P. No. 3 OVERTEMP SHUT DOWN L. P. No. 1 MOISTURE DETECTION ALARM L. P. No. 2 MOISTURE DETECTION ALARM L P. No. 3 MOISTURE DETECTION ALARM WET WELL HIGH LEVEL ALARM L.P. No. 1 OVERLOAD SHUT DOWN LP. No. 2 OVERLOAD SHUT DOWN L.P. No. 3 OVERLOAD SHUT DOWN ROTATING BEACON HORN (NOTE 3) m m C_ O O �m♦+O p ot� O m•c m.c O g� 0 O ulw 01Hm Z�� C) , c2 U)=E�o� w 0 mvy, o 0O �oa O €m-' m U nn�N6c mV= �oE o %ccmuoZ ^9 o -w zl` m.o m` c z P 3\ 3 mv o �•c m..� mo p amid E m c w 3 mmE cc m vD:!�!w LV 'O u- a. ow r m mma m u- �E cLZ O F� N M Wzo Q F m w W Z U)QO Z_ mw E� y"00 0 � /R \% 9 V nd T z .A !W 2 ow 3 x'n V , vm 0 I 09M1 mom Zwo •� 0 O U �aOm N z I- O W W F U) m = Q Q X W ry W f- ry W f- 0-1 Q W J O ry O Z- - E- o z c> O U . Q J � U ry —� W W o �- � M O O z F 0 a L o N � a- z c2 3 0 o D x w cY i rn 3 a N 0 0 cm) 0 I w w 0 N O zDO r\i 0) m m 00 c 6�c . .LUN U c U U) o c _,., 0 rn t 0 coo -c0 c- o 0 0 MS-- U) C fn _.3 o°�2 m-0� w- U uj 0 cn N w� z w >O Date: Apr 11, 2011 — 2:01pm User: jose.martFrikz 0:\3700-3999\3986-FNI\02 Design\3986-E5-CD2.dwg SEQ. Im Ia r b �w z0 Z Z� 0 U) 0 L L u') �Ur a w = U W cA ALARM BEACON "B" (SEE LIGHTING FIXTURE SCHEDULE, THIS SHEET) LIGHTING FIXTURE SCHEDULE INCANDESCENT & HIGH INTENSITY DISCHARGE TYPE MFG & CATALOG NO. LAMP MOUNTING REMARKS SIZE 70W BI-DIRECT WITH 120 VOLTS BALLAST, A APPLETON G-AM271-MT COATED ADJUSTABLE PHOTOCELL, AND MOUNTING HPS POLE MOUNT BRACKET RED GLASS LENS WITH B APPLETON VA2075G-PRE A-21 STEM GUARD - SUITABLE FOR WET OR APPROVED EQUAL 150W MOUNTED LOCATIONS - RATED FOR LAMP INC. BASE DOWN RAIN & SUN SHIELD TO BE MANUFACTURED OF .125 GAUGE (MIN.) 5052-H32 ALUMINUM OR 14 GAUGE 316 S.S. 1 1 i Fa � ' © © © % Q 3 CEI IM o •v m 0 0 0 0 •1gi ml m 00 m m c� RESET •9 m 6 9 rxa RECEPTACLE MYERS HUB -.(TYPICAL) j 1i - EYS 1 -(TYPICAL) TOP OF 1 CONCRETE ; SLAB a. . If i S.S. EXPANSION TYPE ANCHOR BOLTS (TYPICAL) U 1 -IN. C, W/#2 B.C. GROUND WELL SEE SITE PLAN---/ TO LIFT _ PUMPS & FLOATS 1 IN. DRIP SHIELD HOFFMAN NEMA 4X (S.S.) ENCLOSURE 3PT LATCHING HANDLE (LOCKABLE); PROVIDE SWING -OUT PANEL & BACK PANEL FUSE HOLDER SHOWN W/O i DOOR FOR 1 CLARITY 1 PHASE FAILURE RELAY CIRCUIT BREAKER (TYPICAL) STARTER (TYPICAL) RELAYS _/ (TYPICAL) STACON INTAKE GRILL, FILTER & SUPPLY FAN W/RAIN CAP — (YPICAL) 44 e" 1 1- Ve''' a . a.' a a . (TYPICAL) 4 1 1 STACON EXHAUST GRILL & FILTER W/RAIN CAP 8 IN. CONC. TOP OF 8 IN. CONC. DRIVEWAY CONCRETE DRIVEWAY SLAB Al v I L 4 ° a 9 II .1.. ° a °11 a e � 6 4, d ' 81 S. 4 ° 9 ° e. a 4.' p . °. ° CONDUITS NOT 4.. ; ° . I 1 TO SERVICE SHOWN FOR CLARITY �< e RACK — TO LIGHT " a . FIXTURE NAMEPLATE SCHEDULE NO. DESCRIPTION 1 LIFT PUMP No. 1 2 LIFT PUMP No. 2 3 LIFT PUMP No. 3 4 LIGHTING PANEL MAIN BREAKER 5 AUTODIALER 6 PHASE FAILURE BYPASS 7 CONTROL POWER ON 8 BEACON 9 LIFT PUMP No. 1 OVERTEMP ALARM 10 LIFT PUMP No. 2 OVERTEMP ALARM 11 LIFT PUMP No. 3 OVERTEMP ALARM 12 LIFT PUMP No. 1 SEAL FAILURE ALARM 13 LIFT PUMP No. 2 SEAL FAILURE ALARM 14 LIFT PUMP No. 3 SEAL FAILURE ALARM 15 HIGH LEVEL WET WELL 16 RESET 17 LAMP TEST 18 LIFT PUMP No. 1 OVERLOAD ALARM 19 LIFT PUMP No. 2 OVERLOAD ALARM 20 LIFT PUMP No. 3 OVERLOAD ALARM 21 FLOOD LIGHT 22 RESET MINI -CAS PUMP No. 1 23 RESET MINI -CAS PUMP No. 2 24 RESET MINI -CAS PUMP No. 3 25 MULTI -PUMP ETM DEVICE MOUNTING POST A (TYPICAL) 4 IN. CHANNEL MICARTA NAMEPLATE (TYPICAL) WITH S.S. BOLTS VOLTAGE ( 5 SIGN E, S.S BOLT (TYPICAL) GROUND CLAMP (TYPICAL) NOTES: 1. ALL ENCLOSURES ARE TO BE MINIMUM 4X STAINLESS STEEL, 2. UNLESS OTHERWISE NOTED, ALL NUTS, BOLTS, SCREW WASHERS, ETC., SHALL BE TYPE 316 STAINLESS STEEL. 3. MAINTAIN MINIMUM SEPARATION REQUIRED UNDER NEC ARTICLE 504, BETWEEN INTRINSICALLY SAFE CONTROL WIRING AND NON -INTRINSICALLY SAFE MOTOR FEEDER WIRING. 4. UNLESS OTHERWISE NOTED, ALL EXPOSED CONDUITS SHALL BE PVC COATED RIGID GALVANIZED STEEL. 5. SET AT ELEVATION TO BE SEEN FROM STREET. 6. CONTROL PANEL SHALL HAVE A DE -HUMIDIFIER INSTALLED, HOFFMAN OR EQUAL. VARIES 6 IN. MIN. (TYP.) y MD SERVICE BREAKER AUTOMATIC TRANSFER (NEMA 4X S.S.) SWITCH IIA (NEMA 4X S.S.) °- C O «t 0,0 m•- Il �.opd ptC Ia+ mE mr m Z Nrn 0 m C� cp, ct m. p c3 w �' i oO o p a O Qmow 0. � m,y�., N= S n n p: N w cps o Z��\ o'- zn � m T 2 m m a ci � rnm-0,;-Cz r_ ^3V U •C-pQ ��� 02 m 2' o a a w 3 0 �m•c _ in o,o -5 o3 W t2 p oaEpoEewp�po !P m 'p It. � m �» 2 0 r=m`maa0 316 STAINLESS STEEL P1000 UNISTRUT AND FASTENERS (TYPICAL) FUTURE MINI -POWER ZONE 3 POINT LATCHING HANDLE AND LOCKING HASP #2/O CU PROPOSED GROUND TOP OF jlGRADE CONCRETE GROUND SLAB e WELL TOP OF , . a E7 CONCRETE e a.. $LAB a ° 4 I6. 1 "LB" <. @.1 tj'` (TYPICAL)Q4 L l 9 < a e 11=1i 1 t...: 1 1122111=1 11=1 11=1 I I —I — ----- --- e .III—III—III—III—III-1 I I —I I! I —III —III —III I I I III —III —III —III III —III —III --III—III I I I I I I- - tl�tl� �'t I. f`�l-ttl�`I�tl`�tp tl�tf�tl`�tl`�tl�ttl'_ I I —I 1I— ' I iil 1111 I I I I I' I I _ „ I-1 I —I I la 1 ICII I I III III III I 11- BOND DUCTBANK 1 i I —III —I I I� E—III=III—III=1I _ �I GROUND TO GRID. TO SERVICE POLE - TO CONTROL r- PANEL -,—� SEE PLANS & SPECS FOR CONDUIT ENCASEMENT IN CONCRETE I,�I J TO FUTURE GENERATOR �— TO FUTURE RIGID GALV GENERATOR STEEL ELBOW (TYPICAL) ALL PROPOSED UNLESS NOTED OTHERWISE r 0 C (y ffww n 0, Z e a M N W Q Lu WV(n .` `E�g m000 _0�R eiyl O ,A Z in D.1 e w 61 3 x I v m o i I rm a 8i w 8? s° E i COD" 0 � m N bm N f mw m Z O Q r� _J W m Ld Q Q X Ld L.IJ ~ r Ld J 0 LLI g O � oz z U O � U Q L LJ J LJ J J O V — z - 1— a o+ o� Q z z w y v z w v' 3 a, o �. z lei 0 0 O w 0 p N w w o N z m co \ M � M r m co 00 aoz .c 0- 000 o c.,_, 0 rn O C 0-0 -co 0� 0 0 cms rn5) oo� m-o-t W — of U 0 to W W > O SHEET E6 rn SEQ. 15 i WEATHERHEAD ATTACH BELL BOX TO POLE W/.5 IN. x .062 1. KKELLUM GRIPS ARE REQUIRED ON ALL SUBMERSIBLE CABLES. S.S. SCREW CLAMPS CONDUIT 13 "� z mI N SUPPORT o m" `o to E7 2. ROUTE TO SERVICE POLE. SECURE GROUND WIRE TO STRUCTURE AS w c w FLASHING ALARM LIGHT (TYPICAL) REQUIRED TO COMPLY WITH NEC SECTION 250-64. o W'c mFE a Z Sin o E aN� RED GLASS LENS, 120V a a, o m - wrn o � I o�{a TYPE 'B' (NOTE 12) LB S.S. J-HOOK W/S.S. 3. WHERE OZ GEDNEY CSBE CONDUIT SEALS ARE INDICATED, MINIMUM CONDUIT 'n 3o c o O" (/j w PLATE & S.S. ANCHOR E or... 1yO_ Q POLE MOUNTED FLOOD TO SIZE SHALL BE 1 i/2 INCH, UNLESS NOTED OTHERWISE. o �� ��,j mowN c �"Bz LIGHT PER LIGHTING TERMINAL BOLTS (TYPICAL) o °o E _ U g^^ao B Na BOX CONDUIT 13 4. AIM LIGHT AT LIFT STATION. % `.°1i o c Z ° �tnN rno 0z FIXTURE SCHEDULE TYPE c c o a n c= Of SUPPORT o -w ° �Zn ww °a z B A SHEET E6 (SEE PLANS I ' TOP OF LIFT STATION SLAB (TYPICAL) E7 5. INSTALL FLOATS CLEAR OF PUMP INTAKE. c oaT` c m Z F �3� m o� QUANTITY FOR QUANTITY) (NOTE 4) I ' F c o o'r, O Q `zff zg"' 0, VARIES 25 FT. CONCRETE 6. LOCATE POLE TO ALLOW METER TO BE READ FROM OUTSIDE OF FENCE. o m ° o O mw3 s y NlznLIFT PUMP LB PROVIDE OPENINGS IN FENCE TO ALLOW OPERATION OF DISCONNECT SWITCH vF_� v rn- ooaCORE DRILL ACCESS o, a= 3 w n ZZ II SERVICE POLE on AND SEAL WITH HATCH CONDUIT AND FOR READING METER. 0 m E o E w o� y Nzorw EPDXY GROUT ( TO X � o v x P10004 TERMINAL 7. ALLOW FOR COST OF EITHER AERIAL OR UNDERGROUND TELEPHONE SERVICE m o o"' o o r id zo BOX IN BID. d � T� d fg CONDUIT UNISTRUT r m a.oa m CLAMP (TYPICAL) 8. PROVIDE BELL END ON CONDUIT FLUSH WITH WALL OF CONCRETE. DO NOT TREADED -.: EXTEND PAST WALL OF CONCRETE UNDER ANY CIRCUMSTANCES. FIBER BUSHING Wn : W Z o DISCONNECT CORE 9. PROVIDE CONDUIT ONLY WHERE PUMP HAS 2 CABLES. N `a 0W oLLB•, SWITCH TO CONTROL ( SEAL` �H 10. PROVIDE REQUIRED NUMBER OF TERMINAL BLOCKS RECOMMENDED BY LEVEL W= w zw METER PANEL EPDXY SENSOR PROBE MANUFACTURER. WV m Q Z E�;l S.S. CABLE GROUT `� g 0 `s (Np� g) 316 S.S. CLAMP 11. ALL PUMP FLOATS MUST BE FLYGT OR ROTO-FLOAT NO EXCEPTIONS. �� N^� _ °$�g EACH 5 FT. FLOAT CABLES SHALL HAVE NO SPLICES AND SHALL BE LONG ENOUGH TO LLarry i Z =F TEL CO. . THREADED REACH FROM BOTTOM OF WET WELL TO CONTROL PANEL. S X N W Z 8" 8 BRUSHING 10 IN. 12. SET ELEVATION TO BE SEEN FROM STREET. M TERMINAL BOX o o d h FLO (QUANTITY (MIN.) ® o- UT §e - VA ES, SEE OZ GEDNEY, o ° 2 IN. w (MIN.) a o DANGER - Lu z C TROL DIAGRAM) S.S. CABLE HOLDER TYPPEE C3S, E SEAL w ca 2 1 1/2 IN. TELEPHONE 11) W/S.S. HARDWARE ° CONDUIT W/2 PR TELEPHONE CABLE (NOTE 7) z KELLUM GRIP z g � PUMP CABLE ro HIGH 1 IN. z NOTE 2 FINISHED n w POWER CABLE (MIN.) Z 1 PAVED GRADE _j PUMP CABLE VOLTAG Z .a 'J THREADED OR CONDUCTORS KEEP OUT O 0 o w O CONDUIT ° Cu GND ROD N PUMP CABLE INSTALLATION 3 N N u NTS (NOTE 1) E2 CONDUIT SEAL DETAIL 4 HIGH VOLTAGE SIGN 5 GROUND WELL E7 \` NTS NTS Es J W �� TO CONTROL PANEL PVC COATED - TO SERVICE RACK WEIGHT REMOVABLE COVER OF CAST TERMINAL 11 TERMINAL 11 TERMINAL BOX EQUIPMENT SCHEDULE Q CONCRETE. TOP OF COVER TO BE BOX BOX A. OZ GEDNEY CSBE SEAL Q FLUSH WITH TOP OF NATURAL I MOUNTING E7 MOUNTING E7 NOTE 10 B. WATERTIGHT CONDUIT HUB WITH CUSTOMER ' SERVICE POLE DETAIL 1 FLOATS INSTALLATION DETAIL Z FLUSH LIFTING RING GROUND, CONCRETE OR ASPHALT INSULATED BUSHING. IX W NTS E1`� NTS (NOTE 5) E2 SURFACE. K E H E LGND UG C. DI �501SIEALDINSTALLED PER NION EC ~ VARIES (TYP) Luc o 0 00 (TYP) K D. W/SCREW DOWNMINAL BOX LUGS. LOCK EXOTHERMIC H E. CONTROL TERM BLOCK W/SCREW O Q WELDED CONNECTION "U" BOLT 3 IN. O P1000 GALVANIZED E DOWN BOX LUGS. W UNISTRUT (TYPICAL) BOLT UNISTRUT TO WATERTIGHT HANDHOLE MIN l D F. MULTI -CONDUCTOR CABLE, Q CHANNEL W/ NEENAH No. R-1916-A LIFT STATION 2/0 BARE Cu UNLESS M (nP) REMOVE OUTER JACKET AS 3/8 IN. S.S. BOLTS 10 IN. VITRIFIED SHOWN OTHERWISE ON G SHOWN. O — - - - - (TYPICAL) CLAY PIPE OR PLAN OR SPECIFICALLY _ _ G G G. WIRING AS SCHEDULED. �- REINFORCED DESCRIBED IN F H. WIRING HARNESS PERMANENTLY O z 4 IN. x 5.4# STEEL CONCRETE PIPE SPECIFICATIONS. F A AFFIXED. Q CHANNEL GALV. SECTION (TYP) A (TYP) I. PUMP CONTROL WIRING. AFTER WELDED B (TYP) J. NOT USED. U z U TO PLATE. REBAR NOTE 9 K. NEMA 4X STAINLESS STEEL O ry JUNCTION BOX WITH GASKETED COPPERWELD B FRONT COVER, SINGLE QUARTER (TYPICAL) C U C TYP OIL -TIGHT LATCH AND 7 IN. x 7 IN. x 1/2 IN. GROUND ROD (NOTE 1) ( ) (TYP) PADLOCKING PROVISIONS, - � STEEL PLATE (GALV.) (TYP) z N FROM WET HOFFMAN CSD16126SS OR '^ W O z TO CONTROL 2 1/2 IN. C, FROM WELL FLOATS TO CONTROL EQUAL. MINIMUM SIZE: 12"W X V) Q W x 0_PANEL PANEL W REBAR SIZING WET WELL- FROM WET WELL 16"H X 6"D. m o 0 1. GROUND ROD SHALL BE 3/4 IN. x 20 FT. FOR SURGE TO PUMP PUMP POWER CABLE TRANSDUCER L. NAMEPLATE, 3/8" HIGH LETTERS = BY STRUCTURAL �O ENGINEER t - PROTECTION GROUND AND LIGHTNING PROTECTION SYSTEMS. STARTER (POWER) IN WHITE ON BLACK BAKELIGHT J 0tz = Lu 5/8 IN. DIA. Elm ALL OTHER APPLICATIONS SHALL BE 3/4 IN. x 10 FT. M. TRANSDUC TSEE RANSDUCER TE SCHEDULE). _ c~n Z w + (TYPICAL) ---) FLOATS W z a HANDHOLE DETAIL �7� GROUND WELL DETAIL $ TERMINAL BOX DETAIL 9 TERMINAL BOX DETAIL 10 o_ io z0 o ¢ 4 IN. x 1/2 IN. NTS E1,E2, E7 NTS (TYPICAL) E6 NTS TYPICAL 0 1/4 S.S. ANCHOR BOLTS , , E2,E7 NTS E2,E7 0 IO a a — (TYPICAL) — - o 1 IN. GROUT M oN _ — oF <- oF-UO a a o a n w o w z n cfl u. d� d ° a° GRADE z w 0 3 n o t V p CL J. _ - _ _......... a a dd o 0 0 w U p.. FRONT VIEW SIDE VIEW F Q uj L TERMINAL 9 10 MARKER TAPE o N z `o J 0 7 E7 DEVICE MOUNTING POST DETAIL 6 BOX E"' r7 w DUCTBANK WITH RED NTS z CONCRETE ENCASEMENT E6 P1000 3 IN. SMOOTH FINISH AND NO m m c UNISTRUT (MIN.) CONCRETE OVERFLOW SPOILS Q ° I c 'o,c - � O N 3/4 IN. HOLE a ' SPACE " 12 IN. O c o (TYPICAL) ; ; P7000 z a v UNISTRUT v o PER NEC d o rn O N 0� 1 2/0 o 0 0 #4 REBAR BARE Cu -- c o UNISTRUT STIRRUP o a a a CONDUIT (TYP) PART N0. 146G PART N0. 15-200G c- POST BASE w w (QTY. VARIES) 0-Z/GEDNEY m� POST BASE o z . I\jI IsJI O-Z/GEDNEY STRAP PN #P2072A ° ° a o CONDUIT SPACER N c �' 0 0 (TYPICAL) � w '3 a SPACER `o o m 11 U ll ° #4 REBAR m-o"-• TOP OF PART NO. 146-NG S.S. EXPANSION LIFT a (TYP) O-Z/GEDNEY ov' v ° ANCHOR/BOLT S.S. o TYPE ANCHOR STATION d NEST BACK EXPANSION TYPE BOLTS (TYPICAL) 0 V) w o N CONDUIT DEPTH PER NEC (TYPICAL ALL DUCTBANKS) N LIFT PUMP/FLOATS zi 1>0 TERMINAL BOX MOUNTING DETAIL rTlDUCTBANK CONSTRUCTION DETAIL 1 Z CONDUIT SUPPORT DETAIL 13 SHEET NTS E2 NTS _ NTS E7OD co E7 SEQ. M 16 Date: Apr 11, 2011 - 2:07pm User: jose.martFrilaz 0:\3700-3999\3986-FNI\02 Design\3986-E7-DE(2.dwg