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OF 8 VFW zw 11 A Q38A1MO20 1 Q3� f 128 11 \ 1 inch equals 100 feet' 70 140 280 420 560 Feet tZd ra / 8A i M031 G w26 l N Al MO2 QV- 41 0 40 *0 •� . ' a r 124 • • w V -26 l r la f123 Q38B1 1MO10 11 W -301 ' QB -034 N CJ L—ill \IVI I I v U1 I/ \IVI LJ I\ I V I- -�_�� X09 5-YdL PIL- -I— „-`,VL — 1.G 1 2 9 ' V:'IDE TREt1CH GRATE W. rRAhvIE, HS-20 PATED - �- BOLTED TO WALI-. _J r r -\ �. �— 5000psi FL AS S' H! . WH 01'.1 COI IC BETE PLANS (0.25 o Nllhl,l TRENCH GRA TE DET,gIL 4, 1'4TS Standard Flume D tai FILEMAIAE: FLUMEt.3P..4TE.d:•:g PLOTTED: 27 Jun 2005 - 8: - -5 am NTS FILENAME: flurne.dwa __ 3C5_ Heart\0522 - C1 - GRADING ECP.dwg, 09105r"507:11:35 PM, 120 PLOTTED: 27 Jun '_'005 - an, 8 -WL 8 -`NL 8 -WL WL a -WL -- 1 8-4 W f ,n- I � End of Pipe -_ — — F/ L -_+ — For Payli Joint as Pequired SIEE W CONT ROL Y J ;; REF: ARCH. DRAWINGS SCALE: 1 = 12'" 48" 60" 20;; 2 4" 18" 96" 1 42" Conc. Rip:rap Class B Concrete 8 �iJ C LEGEND - - - - -- -- H.P - -- - r�0iJ.00 gas ELEC ss WL 000.00 Proposed T/P Elevation Tj P = Top of Pavement Property Line High Point Existing Grarla Proposed Grade Existing Gas Lines E >:isting Electrical Lines. Existing Sanitary 'sewer Lines Existing Water Lines Proposed Sanitary Sewer Lines Proposed Water Lines Proposed (as Lines Proposed Electrical Lines xx.xxx Proposed TiC Elevation T C = Top Of Curb STORM WATER POLLUTION PREVENTION PLAN GENERAL NOTES FILENAME: Generolliotes- ('en PPP- 6CS.d,rg PLOTTED: 25 Jul 2004 - 4:40 m GENEP'A,L 1. All contractor vehicles., including employee's vehicles, shall earl within the project site to rnininli - e traffic on the public streets adiacent to the `.vorl• site entrance. Contractor will provide sufficient parking Cir'eaS hD OCC011tniodate his vehicles. Any areas disturbed or destroyed by vehicular purl in<J will be repaired to c �riginal condition prior to c.ornpletlon of project. Contractors shall ensure that no dirt froltl the project accumulates. in the existing streets. If dirt or debris from the prajact site accumulates, on adjacent streets, the contractor shall intnlediately clean those areas. 3. Contractcw shall place el "aSlOn COnti - 01 protecalOrl cit apF;ropricite clownstrean lox.; itions to mininii-ze silt and debris front leaving the construction site and entering the drainage system. 4. 11 required on the plans, the contractor shall rilaintain a vehicle wash down area Of sufficient si- and in a location to facilitate cleaning his vehicles prior to leaving the work site. 5. Once vegetation is well established contractor is responsible for removing all temporary erosion CC ItleaSures (i.e. silt fr_rices, roc.1 checl dams, etc.) 6. StrUCtL11 - 01 controls sholl be inStalled CIS S0011 after Clcarinlg 3S pl "aCtCc1I and maintained in good working order until the site is stabilized. 7. Alternate structured t:ontrolS n'lay be utilized if approved by Engineer. 8. The contractor shall cornply with the TCE0 STORM WATER DISCHARGE PROGRAM and is responsible for completing and filing the appropriate fortis. Public 50' Min. Right —of —Way E: , Ground Separation Geotentile-- ` a" Min. _ Fabric for Full Width and Length of Exit PROFILE Graded to Prevent Run -t_)ff from Leaving Site. Provide Appropriate Transition Between Stabilized Construction Entrance and Public Right -of -Way CE 50' Min. S_ mbol / Existing Ground Public Right Of Way Or As Shown On Plans Course Aggregates PLAN STABILIZEQ CONSTRUCTION EXI NTS FILENAME: construction- eAt.dwa PLOTTED: 14 May 2005 - 2:49 pm CONSTRUCTION NOTES: 1. Length shall be cis shown on the construction drawings, but not less than 50 feet. _. Thiclmess shall be not less than 8 inche 3. Width shall be not less than full width of all points of inclresS and egress. T'. Stabili for other areas shall have the sortie acggr -Clare thickItess and width requirenlentS CIS the Stabilizer) ConStruction ..it, unless Otherwise shown on the construction drawings. 5. Stabilized area play be widened or I` ngthened to acconlnlodate o trLlCk washing area. An outle sediment trap must be pr)vided for the trLICI washing area. 6. Contractor to submit location of stabilized constru exit for ��Pprc•val. GRADING & EROS ION CONT ROL PLAN J ;; REF: ARCH. DRAWINGS SCALE: 1 = 20 " -0" L1 - - I P o p: 1" ,.;n f in a ,_ ., _ t c.. P i _ it _3 Bars _ 'I " C.E.1.. I:.. :.,.''... f Field bend rerrifi r - e-nir-nt ,, acct ti: to proposed reinforcement —L A SECTION A -A CAST IN PLACE SLOPED HEADWALL DETAILS CONC. RIPRAP SHALL BE INCLUDED IN BID PRICE FOR EACH HEADWALL NTS PROPOSED 24" RCP STORM DRAIN 1 -8 "X45° M.J. BEND 24" RCP FL= EX. 8" W� 294.23 1 -8 "X45' M.J. BEND 3" L rEX D 5° z m rn W 1 -8 "X45' M.J. BEND o M.J. BEND ° PROP 8" PVC WL PROP. 8" PVC WL (AWWA C -909) FL= 292.31(MAX) WATER LINE -STORM DRAIN CONFLICT When joining two or more "Silt Stop" Fences tie the two end posts together with nylon cord. Wooden or Metal Post, 4 Min. 3' Length (1 1/2' exposed) I ..� � � r-- r- max 10' spacing Ground Line i Bery toe of Silt Fence 6" blow proposed grade Silt Fence, "Silt Stop" or approved equal Min. 24" Overall 6" x 6" Trench Compact trench backfill to prevent "washout �L *m 6-9q ASOF o a �t'° aaaa° _J0 0 1��© o U ° 4 LLB 0 Ya — ioW I ® aa --r a < , _ U JO 1 24 P O �Tl 0 Nam E i �D rn �2 u O H H U) TT V W H T O V 0 W H �l X lJ H H I� REVISIONS N DATE CITY REV. 08/09/05 PRKNG REV. 09/06/05 PROJECT NO. 0504 DATE AUGUST 05 C OF XX 19 EX. CL= 303.79 EXI. TC= 303.51 + i - - — 8 -V1L max 10' spacing Ground Line i Bery toe of Silt Fence 6" blow proposed grade Silt Fence, "Silt Stop" or approved equal Min. 24" Overall 6" x 6" Trench Compact trench backfill to prevent "washout �L *m 6-9q ASOF o a �t'° aaaa° _J0 0 1��© o U ° 4 LLB 0 Ya — ioW I ® aa --r a < , _ U JO 1 24 P O �Tl 0 Nam E i �D rn �2 u O H H U) TT V W H T O V 0 W H �l X lJ H H I� REVISIONS N DATE CITY REV. 08/09/05 PRKNG REV. 09/06/05 PROJECT NO. 0504 DATE AUGUST 05 C OF XX 19 EX. CL= 303.79 EXI. TC= 303.51 + i - - — 8 -V1L �Tl 0 Nam E i �D rn �2 u O H H U) TT V W H T O V 0 W H �l X lJ H H I� REVISIONS N DATE CITY REV. 08/09/05 PRKNG REV. 09/06/05 PROJECT NO. 0504 DATE AUGUST 05 C OF XX 19 EX. CL= 303.79 EXI. TC= 303.51 + i - - — 8 -V1L - - - -, �, �:- :��".-,.�',,�-�. - ----,--- --.-- ` -, 1-1 " " '� ,.' " " $ - ...�,.� ", / , - - - ,- -.,. -- I\ " I, - I -,-, . . . I - j� .:...� , i �,��--- . - / / , ;�,-�� .- .. - - - ��; :,. �. 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Tee, Post Indicator Valve/FDC, �' ---� FL= 298.07 FL= 298.12 2" Domestic Water Service I In INSET "All 4 vzj� .p I ,� — . .� A ow -x: " n, !�% 0 .Q: - 0 6 � io r, -1 *'-?�,N , __, .0 p 41 .0 uj: 90 A1.9 e := , - ,� I 9 1-z 0 a C-') . 00- * ., U- . t� 0 . a) c u r , , 7w C): 0 , .j 0 a Ulm I — 1-0 : -- i �, w "No , , . , a C I ;;r � 0 -j " I , .,-* - 1k.1 ... 5 - t , I - *2 ptaa � ate 0 ,* a a 9 , - 0 � p 0 r W� W U w F-q �-q 0 U a w > F-1 P4 (2) x 5:� �Ii U z " x (2� H CQ NUMBER DATE I PRKNG REV. 0 9 / 0 6 / 0 5 1 0504 � .DATE C , 5 �- Z , W& C1. 2 --�� � 1 ,��,.- 0 . C,0pV--j OF I XX' � 1, - W� W U w F-q �-q 0 U a w > F-1 P4 (2) x 5:� �Ii U z " x (2� H CQ NUMBER DATE I PRKNG REV. 0 9 / 0 6 / 0 5 1 0504 � .DATE C , 5 �- Z , W& C1. 2 --�� � 1 ,��,.- 0 . C,0pV--j OF I XX' � 1, - NOTE: VALVE EXTENSION TO BE USED ONLY WHEN TOP OF GATE VALVE IS DEEPER THAN 5 FEET FROM FINISHED GRADE. VALVE BOX PER SPECS. •. 6' 2' SQUARE AWWA NUT EXTENSION, TERMINATE 12' FROM TOP OF BOX, STD, GATE VALVE W /STAINLESS STEEL BOLTS PVC ORD, I. PIPE STANDARD FIRE HYDRANT GATE VALVE W /VALVE BOX WATER LINE AS REQUIRED TEE OR TAPPING SLEEVE o 24' X 24' X 6' & VALVE AS REQUIRED 28 -DAY CONCRETE �1' MIN STRENGTH =2000 psi AS REQUIRED p p WTIH #4 BAR AROUND t ALL VALVE BOX. 0 . I VIEW A - A LAW ANCHOR 90' BEND GATE VALVE W /VALVE BOX z_ J STANDARD FIRE HYDRANT a FIRE HYDRANT LOCATION REALIGN AS NEEDED VALVE BOX PER SPECS, BLOCK AS DIRECTED, MIN. DIMENSION APPROX. 2' SQUARE AWWA NUT A A EQUAL TO ONE BAG OF FINISHED GRADE EXTENSION. TERMINATE SACKRETE 12' FROM TOP OF BOX, GATE VALVE & BOX 6' W - 1- O 0 AS REQ' D. VARIES General Notes: (1) Finely divided earth free of rock, lumps and clods exceeding 6' shall be placed by hand, and compacted around the cast iron pipe to a depth of 12' over the top of the pipe before back fill is begun by any mechanical equipment, (2) All concrete blocking shalt be - 28 day concrete strength = 2000psi. (3) All thrust blocking shall provide a minimum of 2 square feet of bearing area of concrete on undisturbed soft, or as directed by the engineer, CONCRETE (4) Water mains will not be fully pressurized until concrete has BLOCKING reached 7 day strength. (5) Atl pipe will be (aid so as the entire barrel will have full bearing on the fine graded trench bottom. Belt holes shall be cut for each bell and fire hydrant, _. - (6) All gate valves to be '0' ring type, with non - rising stems, with M. J, ends including all glands, bolts and gaskets) and to open counter- clockwise (left), TEE OR TAPPING (7) All fittings shalt be mechanical joints unless otherwise directed. SLEEVE & VALVE AS REQUIRED STANDARD FIRE HYDRANT NOTE: USE POLYETHYLENE WRAP OR EQUAL BETWEEN CONCRETE & PLUG TO PREVENT CONCRETE FROM STICKING TO PLUG, TE AND PLUG SCHEDULE 6' STD. 6' D. I, OR C909 PIPE ID (Ird THRUST (tons) C (ft) A Cft) VOLUME (c Y.) 4, 6, 8 _ 5. 1 11. 512. il 0, 3 10,12 11,3 1 .53,5 PRECAST CONCRETE 0.6 Li bi =J a a - THRUST ¢ � ra HRUST ¢ °W Ld 11L) pqE3 PQ PQ POUR AGAINST POUR AGAINST UNDISTURBED UNDISTURBED EARTH EARTH TEE THRUST BLOCK PLUG THRUST BLOCK THRUST BLOCK NOTES: 1. ALL CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF 200psi FOR 24' AND SMALLER INNER DIAMETER PIPE, 2. ALL BEARING SURFACES OF THRUST BLOCKS SHALL BE PLACED AGAINST UNDISTURBED EARTH OR ROCK. 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi. 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY FIELD WHERE AND AS DIRECTED BY THE ENGINEER. THE VOLUME OF CONCRETE BLOCKING SHALL NOT BE LESS THAN SHOWN HERE. 5. WATER MAIN WILL NOT BE FILLED UNTIL ALL CONCRETE BLOCKING HAS REACHED 1500psi. THRUST BUCK DETAILS BURY LINE SPECIAL CONDITIONS R REGISTER SHALL BE NO DEEPER THAN 12 INCHES BELOW FINISHED GRADE. 2, OF VAULT WILL BE A MINIMUM OF 6 INCHES FROM BOTTOM OF ANY PPARATUS OR METER WITHIN THE VAULT. 3, RE CONCRETE VAULT BASE (FLOOR) SHALL BE CONSTRUCTED USING A STAN VE SACK CONCRETE MIX AND REINFORCING COMPRISED OF #3 REBAR CH CENTERS WITH A MINIMUM BASE THICKNESS OF 6 INCHES 4, SET SCR INER GLANDS SHALL BE INSTALLED AT EACH FITTING ON MECHANICAL PIPE. 5, VALVES SHAL THE CITY SPECIFICATIONS FOR VALVES. 6. THERE SHALL PING UNDER THE FLOOR OF THE VAULT. APPROVED METERS SU APPROVED VAULT APPROVED MATERIALS - DU BE ANY DEVIATIONS FROM THE AB VAULTS OR MATERIALS MUST B( SERVICES, 72 HOURS PRIOR TO j SRH ( U. S. GAL DMC -BR E; CAST CON VAULT WITH QUATE A AND VAULT DIMENSIONS ER SE R WITH MECHANICAL EW RETAINER GLANDS WILL S M. J. FITTINGS. CONDITIONS OR APPROVED METERS, THE DIVISION MANAGER, WATER A ATION. /- CONCRETE VAULT VALVE ® ® O METER WAT SERVICE CONNECTION VAULT FLOOR (6' LIP) AND VALVE METER VAULT ASSEMBLY W3 OPPER LINE IN TAMPED SAND FROM D SOIL TO 6' ABOVE AND ON BOTH BRONZE INSECT SCREEN SID ER PIPE. W /S, S, HOSE CLAMP 2.PAYMEN ITEM OF 'AIR RELEASE VALVE' SHALL INCL TERIALS, AS SHOWN IN DETAIL, INCL LINE TAPPING SADDLE. I' AIR RELEASE VALVE 3,SIZE OF LINES A AY BE MODIFIED BY APCO MODEL 50 THE ENGINEER HOT -BOX POLY ROX DEL PHRI WITH OR APPROVED 4' X PAD AND 1' GATE 1' BRASS ELL (TYP,) 1' TYPE 'K' COPPER TUBING 1' TAPPING SADDLE W/ CORPORATION STOP, .IR RELEASE VALVE & VACUUM CHECK VALV 6' STD. 6' D. I, OR C909 PIPE GATE VALVE 6' MJ ANCHOR WITH SS BOLTS COUPLING C (ft) PEA GRAVEL - FILL TRENCH TO 1 FT. ABOVE WIDTH WEEP HOLE 1.FURNISH AS SHOWN ON PLANS THRUST BLOCK may;« .1•a BLOCK USING 12'xl2'x4' MECHANICAL JOINTS PRECAST CONCRETE WITH SET SCREW BLOCK RETAINER GLANDS ' OR MEGA LUGS 6' X 12' GRADELOK FROM 20 GA, STEEL BAKED ON W /M. J. SPLIT GLANDS BLOCK AS DIRECTED (ROTATE TO FINAL GRADE) ENAMEL FINISH, FURNISH ONE OPTIONAL STANDARD FIRE HYDRANT ASSEMBLY SPECIAL CONDITIONS R REGISTER SHALL BE NO DEEPER THAN 12 INCHES BELOW FINISHED GRADE. 2, OF VAULT WILL BE A MINIMUM OF 6 INCHES FROM BOTTOM OF ANY PPARATUS OR METER WITHIN THE VAULT. 3, RE CONCRETE VAULT BASE (FLOOR) SHALL BE CONSTRUCTED USING A STAN VE SACK CONCRETE MIX AND REINFORCING COMPRISED OF #3 REBAR CH CENTERS WITH A MINIMUM BASE THICKNESS OF 6 INCHES 4, SET SCR INER GLANDS SHALL BE INSTALLED AT EACH FITTING ON MECHANICAL PIPE. 5, VALVES SHAL THE CITY SPECIFICATIONS FOR VALVES. 6. THERE SHALL PING UNDER THE FLOOR OF THE VAULT. APPROVED METERS SU APPROVED VAULT APPROVED MATERIALS - DU BE ANY DEVIATIONS FROM THE AB VAULTS OR MATERIALS MUST B( SERVICES, 72 HOURS PRIOR TO j SRH ( U. S. GAL DMC -BR E; CAST CON VAULT WITH QUATE A AND VAULT DIMENSIONS ER SE R WITH MECHANICAL EW RETAINER GLANDS WILL S M. J. FITTINGS. CONDITIONS OR APPROVED METERS, THE DIVISION MANAGER, WATER A ATION. /- CONCRETE VAULT VALVE ® ® O METER WAT SERVICE CONNECTION VAULT FLOOR (6' LIP) AND VALVE METER VAULT ASSEMBLY W3 OPPER LINE IN TAMPED SAND FROM D SOIL TO 6' ABOVE AND ON BOTH BRONZE INSECT SCREEN SID ER PIPE. W /S, S, HOSE CLAMP 2.PAYMEN ITEM OF 'AIR RELEASE VALVE' SHALL INCL TERIALS, AS SHOWN IN DETAIL, INCL LINE TAPPING SADDLE. I' AIR RELEASE VALVE 3,SIZE OF LINES A AY BE MODIFIED BY APCO MODEL 50 THE ENGINEER HOT -BOX POLY ROX DEL PHRI WITH OR APPROVED 4' X PAD AND 1' GATE 1' BRASS ELL (TYP,) 1' TYPE 'K' COPPER TUBING 1' TAPPING SADDLE W/ CORPORATION STOP, .IR RELEASE VALVE & VACUUM CHECK VALV ® PIPELINE WARNING SIGN VALVE IDENTIFICATION SIGN 4' -0' 8' BLUE, HEAVY DUTY, WI CHANNEL POST 2' X 4' X 6' CONCRETE W1 -01 POUR CONCRETE AGAINST CONCRETE SHALL NOT NOTES: PIPELINE C (ft) E (ft) TRENCH WARNING SIGN WIDTH 6,8' 1.FURNISH AS SHOWN ON PLANS 1.5 .1•a , v AND ON ALL VALVE SIGN POSTS, ° T 10,12 2. SIGNS TO BE CONSTRUCTED ° 1.5 WARNING FROM 20 GA, STEEL BAKED ON 1,0 45' 6,8' ENAMEL FINISH, FURNISH ONE ° • '.o 1.5 UNDERGROUND PIPELINE WARNING AND ONE VALVE SIGN ° DIA. CONTACT THE CITY AND ONE POST FOR EACH VALVE EARTH SECTION X -X ORE EXCAVATING INSTALLED AND AT OTHER ° O 22.5 1 6, 8' 10,12 LOCATIONS AS SHOWN ON PLANS, 11. 5 2.51 YELLOW 0. 9 1.2 FURNISH SAME NUMBER OF p .• BACKGROUND 6, 81.01 REPLACEMENT SIGNS AS FOR EACH °° 1.5 0. 9 INSTALLED (OMITTING VALVE 0. 1 11, 25' V A NUMBER ON VALVE SIGN BLANK) 1.51 1,5 N O (NOT A SEPARATE PAY ITEM) 0.1 7' 3 X' N ' BLACK PRESSURE ITIVE NUMBERS CO AB I DDED AFTER WHITE 10'-x{ N HAS BEEN ° PA BACKGROUND. MJ PLUG _ O ® PIPELINE WARNING SIGN VALVE IDENTIFICATION SIGN 4' -0' 8' BLUE, HEAVY DUTY, WI CHANNEL POST 2' X 4' X 6' CONCRETE W1 -01 POUR CONCRETE AGAINST CONCRETE SHALL NOT UNDISTURBED EARTH EXTEND BEYOND JOINTS C (ft) E (ft) TRENCH VOLUME (c, Y. WIDTH 6,8' 5.0 1.5 .1•a , v .•a'�' fi t• X ENCL MODEL 1220 SCH. 40 IPE I) 10,12 6.5 2.5 1.5 1.2 4,0 1,0 45' 6,8' 2.0 2,0 1.5 0.9 OUTER POUR CONCRETE DIA. AGAINST UNDISTURBED 3.5 EARTH SECTION X -X PLAN VIEW HORIZONTAL THRUST BLOCK SCHEDULE BEND SIZE A (ft) B (ft) C (ft) E (ft) G (Ft) VOLUME (c, Y. 90 , 6,8' 5.0 1.5 1.5 R 9 2.7 0.4 ENCL MODEL 1220 SCH. 40 IPE I) 10,12 6.5 2.5 1.5 1.2 4,0 1,0 45' 6,8' 2.0 2,0 1.5 0.9 1.5 0.2 0,12 3.5 2.5 1,5 1.2 2.2 0,5 22.5 1 6, 8' 10,12 1. 5 2,01 11. 5 2.51 1, 5 1,5 0. 9 1.2 0.8 1.1 0. 1 0.3 6, 81.01 1. 51 1.5 0. 9 0.4 0. 1 11, 25' 10,12 1.51 1.51 1,5 1.2 0,6 0.1 : WATT PI E PIPE JOINT NOTES: 1. NO SPLICES IN COPPER TUBING WILL BE ALLOWED BETWEEN THE SERVICE SADDLE AND THE CURB STOP FOR SINGLE SERVICE OR BETWEEN THE SERVICE SADDLE AND THE WYE FOR DOUBLE SERVICE, 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PRESSURE TEST LINES IMMEDIATELY AFTER THE STREET CROSSINGS HAVE BEEN INSTALLED. 3. MARK EACH SERVICE END WITH METAL 'T' POST PAINTED BLUE, 4. MATERIAL USED SHALL BE AS SPECIFIED OR AN APPROVED EQUAL, 5, ALL CONNECTIONS TO BE COMPRESSION TYPE. 6. ALL SERVICE WYES & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. BRASS CURB STOP O w WITH PLUG (REF) z J 0 J 4' MIN, W VIEW A -A DOUBLE SERVICE I CONC, CURB & GUTTER D. APPROVED SERVICE SADDLES FOR DUCTILE AND PVC. OR TAPPED TEE /- CORP STOP WATER LINE TYPICAL HORIZONTAL THRUST BLOCK W2 -00 MAIN TRACK MAIN LINE SUBGRADE DITCH ,,,,, 4 MIN. 1. J. TEE OR CROSS VALVE BOX AND SHAFT EXTENSION 4' -0' CAST IRON VALVE BOX COVER 2' X 4' X 6' CONCRETE SLAB 4' -0' NOT GREATER ° THAN 45' ACK FILL / 29� AMERICAN FLOW CONTROL TRENCH 6' DIP W /RETAINING GLAND, ADAPTER OR AN APPROVED EQUAL l AT BEND AND PLUG. o •: � G� >. d THRUST BLOCK NOTE: RESTRAINED JOINT 6' M. J. ELL PLACED ON COMPAC IN LIMITS W /THRUST BLOCK UNDISTURBED SOIL INSTALL ANCHOR COUP OF HALL BE 95% AND REDUCER AS REQUIRE S ENSITY PER 8 IN -LINE BLOW OFF ASSEMBLY GALV. ELL W W OC GALV. NIPPLE REMOVE AND DI �- AFTER UNDERGROUND U Oe o ENCL MODEL 1220 SCH. 40 IPE I) Co e Y o G,p 1. J OR EQUAL OW -OFF MALE QUICK EXIST, GR CTION & CAP BRASS BALL VALVE 1' APCO WAFER CHECK SERIES BRASS THREAD PIPE 300 � BRASS ELL MJ TAPPED CAP CONCRETE BLOCKING (SEE BLOCKING DET ER BRASS NIPPLE BLOW -OFF RISER W 1 W3- W3= G -' CARRIER PIPE --J MACHINE BORING MACHINE BORING (TUNNELING IN EM B > TUNNE IN CUT) NOTE: 1. FOR MORE I ON WATER AND SEWER LINE CROSSI SEE CIT SPECIFICATION FOR WATER AND SEWER LIN ION. 2. G SHALL BE A MINIMUM THICKNESS OF 1/2 INCH. NG IS REQUIRED. TYPICAL RAILROAD CROSSING W4- MIN, MACHINE BORING 2'-0' MIN, OPEN CUT (TUNNELING) OP LIMIT WIDTH OF PAVEMENT SIDEWALK MAY BE OPEN CUT OR BORED AS DIRECTED BY STEEL CASING THE ENGINEER AS REQUIRED R PIPE NOTE: 1. FOR MORE INF WATER AND SEWER ING SEE CITY ECIFICATION FOR WATER LINE C 2. ST SHALL BE A MINIMUM THICKNESS OF 3/8 3. PREFERRED, WET BORING ALLOWED ONLY WHEN D BY THE CITY ENGINEER. PICAL CITY STREET CROSSIN W4- MACHINE BORING (TUNNELING) SHOULDER SHOULDER VARIES VARIES WIDTH OF PAVEMENT MI . 3'-0' BELOW LINE, J CARRIER PIPE -/ NOTE: 1. FOR MORE :1NFOR ATER AND SEWER ING SEE CITY :ST IFICATION FOR WATER A LINE CO - 2. STEE ALL BE A MINIMUM THICKNESS OF 3/8 3. D S REQUIRED. CAL STATE HIGHWAY OR THOROUGHFARE CROSSING W4- A 2' MIN, -3' MAX, BALL VALVE - PAD a �2' MI WITH PLUG (2 FOR DOUBLE SERV.) 4' MIN, A L- 1' TYPE 'K' COPPER TUBING (2 FOR DOUBLE SERVICE) 1 -1/2' X 1' BRASS WYE (1 FOR DOUBLE SERV,> 1' TYPE K COPPER TUBING (SINGLE SERVICE) 1 -1/2' TYPE K COPPER TUBING (DOUBLE SERVICE) (SEE NOTE 1) WATER CROSSING W2 -01 z ao v W W OC U Oe o Co e Y o G,p 1. J < �4 ®�o a W2 -01 DRAW Br: _ DATE- 1 -31 -03 nf. N T S APPR O W, P. K. F I GUIREi ►� c1 ®3 � nJo :r ,. SHEET 3 OF S :1ProJ10522- BCS- Heart10522 -C1-3- DETAILS- CITY- WA.dwg, 8 /4f2M 10:15:03 AM, 1:1 W � � W _ O U SELECT MATERIAL MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) INCHES IN THE LARGEST DIMENSION), COMPACTED TO A I I� MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO +4X OF OPTIMUM UNDER NON - STRUCTURAL AREAS 0e... YARDS, PASTURES, EASEMENTS) AND TO A MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN ORIGINAL GROUND IN FUT STREET OPTIMUM TO +4% OF OPTIMUM UNDER FUTURE STREET AREAS, - AREA ® GRANULAR MATERIAL .} MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE PLACE METAL DETECTOR OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC MATERIAL AND WHICH, WHEN TESTED BY STANDARD I_!= TAPE AT 12' -18' DEPTH. LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: F --'- -1 r .. . MAXIMUM LIQUID LIMIT 45 �, SELECT MATERIAL MAXIMUM PLASTICITY INDEX 15 MAXIMUM PERCENT PASSING NO, 200 SIEVE 35 6' -12' MINIMUM PERCENT PASSING 3/4' SIEVE 100 �`•:'� ® (MANUALLY THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL CONSOLIDATE NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. W ? •.'I <•.:;;;;_; AT OPTIMUM . • °•s: STURE) O NOTES: 1. FUR BEDDING AND TRENCHING WITHIN EXISTING STREET/ ;: STRUCTURAL AREAS SEE DETAILS FUR UPEN CUT STREETS 2. A t t bedding & I n s t a l l a t i o n of PVC p i p e shalt be in accordance PIPE UNDISTURBED SOIL to ANSI /AWWA Standards for PVC Pipe, a O.D. 3. All bedding & installation of Ductile Iron pipe shat( be in y accordance to ANSI /AWWA C150/A21,50. 6' MIN, /12' MAX, 4. Compaction shalt be attained by mechanical tamping. w w 5. Relative compaction shall be tested In the presence of the __ City Engineer. 6. Dust resulting from the Contractor's performance of the work, L ° either Inside or outside the right of way, shall be controlled by the Contractor. r 7, Att trenches shall be back fitted and temporary paving or plating Q placed at the end of each working day. _ 8. See 'Open Cut Details' ST4 -00, ST4 -02 & ST4 -02, '- BEDDING AND TRENCH FUR DI PIPE & PVC PIPE WITHIN NON STRUCTURAL OR FUTURE STREET AREAS [ - W4-03 GENERAL NOTES: o ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS H IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS (� x SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. W APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR, ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. DRAW Br: _ DATE- 1 -31 -03 nf. N T S APPR O W, P. K. F I GUIREi ►� c1 ®3 � nJo :r ,. SHEET 3 OF S :1ProJ10522- BCS- Heart10522 -C1-3- DETAILS- CITY- WA.dwg, 8 /4f2M 10:15:03 AM, 1:1 telephone, electrical, fuel and other lines; storage tanks, etc.) 3) Previously disturbed soils except those which prior to digging; pinpoint actual locations as estimated would otherwise be classed as Type C soil. locations are approached. 4) Soil that meets the unconfined compressive Ramps, runways, ladders or stairs as means of access /egress strength or cementation requirements for Type T ABLE F MAXIM LL L LP ES must be within 25 feet of an employee work area if a trench is A, but is fissured or subject to vibration; or four feet or more deep. 5) Dry rock that is not stable; or NOTES: Warning systems for mobile equipment including barricades, hand or mechanical signals, or stop logs. Testing and Controls for hazardous atmosphere including emergency rescue equipment and daily inspections for potentially hazardous conditions by a "competent person." Controls include individually attended lifelines during descent into bell- bottom pier holes or similar excavations. Support systems such as shoring, bracing, or underpinning to ensure the stability of adjacent structures such as buildings 6) Material that is part of a sloped, layered system where the layers dip into the excavation on a slope less steep than four horizontal to one vertical (4HAV), but only if the material would otherwise be classified as Type B. TYPE C 1) Cohesive soil with an unconfined compressive strength of 0.5 tsf (48kPa) or less; or 2) Granular soils including gravel, sand and loamy sand; or 3) Submerged soil or soil from which water is freely seeping; or GENERAL REQUIREMENTS SOIL CLASSIFICATION REQUIREMENT FOR PROTECTIVE SYSTEMS STABLE ROCK OSHA STANDARD 29 CFR PART 1926, SUBPART P shall as per Appendix A to Subpart P, OSHA 29 CFR Part 1926 3/4 : 1 (53 deg) SUPPORT SHIELD AND OTHER PROTECTIVE SYSTEMS (FOUR OPTIONS) 1:1 (45 deg) be used for design of trench safe re quirements. Should 9 q TYPE A SLOPING AND BENCHING SYSTEMS (FOUR OPTIONS) 1) Designs for timber shoring in trenches set in accordance Up t there be an conflict between this drawing and CFR 1926, Y 9 SUBPART P, the OSHA Standard shall prevail. Type A means cohesive soils with an unconfined compressive 1) A slope of 34 degrees or less, in lieu of soil classification. A slope of this gradation or less is considered with the conditions and requirements determined by using Appendices A and C (timber shoring for trenches) of 29 CFR, Part Z__ Protection of employees in excavations against cave -ins and against falling rock, soil or material by use of an "adequate" of 1.5 tsf 144kPa or greater. Examples of strength ( ) g p cohesive sos are: clay, sir clay, clay, clay loam and in some oils silt sandy y y Y safe for any type of soil. 2) Maximum allowable slopes and allowable configurations 1926, Subpart P. For aluminum hydraulic shoring, Appendices Up To 6 system. An exception being when the excavation is in stable cases, silty clay loam and sandy clay loam. Cemented for sloping and benching systems will be determined through use A and D of 29 CFR, Part 1 Subpart P, can be used if manufacturers' tabulated data a is not available. 6 x 6 rock or when the excavation is less than 5 feet deep and examination by a competent person provides no evidence that soils such as caliche and hardpan are also of Appendices A (Soil classification) and B (Sloping and 2) Designs of support systems, shield systems or other protective 2 inch Diameter a cave -in should be expected. Protection from falling rock, considered Type A. However, no soil is Type A if: Benching) of 29CFR Part 1926, Subpart P. systems using manufacturers' tabulated data may be used, deviation UpTo8 soil or material includes scaling to remove loose rock or soil, 1} The soil is fissured; or 3) Designs of sloping or benching shall be selected from, allowed only with specific, written approval of the manufacturer. 8 x 1 installation of protective barricades and other "equivalent 2) The soil is subject to vibration from heavy and be in accordance with, data provided in written farm. The text 3) Designs of support systems, shield systems or other protective 3x8 protection." Material or equipment which might fall or roll into an excavation must be kept at least two feet from the edge of traffic, pile driving, or similiar effects; or to identify: Criteria that affect the selection, the limits of systems using other tabulated data may be used provided the data is Up To 10 excavations, or have retaining devices, or be prevented from 3 The soil has been previously disturbed; or ) P Y use of the data, and sufficient explanatory data as necessary to in writing and includes: Explanatory information to aid the user x 6 falling with a combination of both precautions. 4) The soil is part of a sloped, layered system where the assist in making a correct choice of a protective system. in making a selection, the criteria determining the selection, and 20 Daily inspections of excavations, adjacent areas, and by the layers di Into the excavation on a sloe of four y P P horizontal to one vertical (4H:lV) or greater; or At least one copy of the tabulated data identifying the Registered Professional Engineer who roved the information 9 9 PP the limits on the use of the data. At least one copy of the information, including the identity of the RPE, is to be kept at the Up To 12 protective systems a competent person and removal of exposed employees if evidence of possible cave -ins, failure of 5) The material is subject to other factors that would require shall be maintained at the jobsite during the time the work is worksite during construction of the protective system. 6 protective systems, hazardous atmospheres, or other hazardous it to be classified as a less stable material. being carried out. 4) Design systems not using any of the three previously cited options 3.5 conditions until necessary precautions have been taken. 2x6 4) Excavations can be designed by a Registered Professional must be approved by a Registered Professional Engineer, shall be in UpTo6 A "competent person" should remain at the worksite continually TYPE B Engineer, put in written form and kept at the worksite, but must writing and include the identity of the RPE and details such as sizes, x 8 while employees are within an open excavation where protective 1) Cohesive soil with an unconfined compress- include, at least, the magnitude and configuration of the slopes types and configurations of the materials to be used. At least one 2 x 6 systems are being used. ive strength greater than 0.5 tsf (48 kPa); or determined to be safe for the project and the name of the RPE who copy of the plan is to be at the job site during construction. Up To 8 Removal of or neutralization of surface encumbrances which 2) Granular cohesionless soils including: angular gravel approved the plan. According to the new standard, information necessary for the 6 may create a hazard. (similar to crushed rock), silt, silty loam, sandy loam and in 4 safe installation, placement, use and removal of any trench 2 x 6 Estimate location of underground installations (sewer, some cases, silty clay loam and sandy clay loam. - support system must be available at the work site at all times. telephone, electrical, fuel and other lines; storage tanks, etc.) 3) Previously disturbed soils except those which prior to digging; pinpoint actual locations as estimated would otherwise be classed as Type C soil. locations are approached. 4) Soil that meets the unconfined compressive Ramps, runways, ladders or stairs as means of access /egress strength or cementation requirements for Type T ABLE F MAXIM LL L LP ES must be within 25 feet of an employee work area if a trench is A, but is fissured or subject to vibration; or four feet or more deep. 5) Dry rock that is not stable; or NOTES: Warning systems for mobile equipment including barricades, hand or mechanical signals, or stop logs. Testing and Controls for hazardous atmosphere including emergency rescue equipment and daily inspections for potentially hazardous conditions by a "competent person." Controls include individually attended lifelines during descent into bell- bottom pier holes or similar excavations. Support systems such as shoring, bracing, or underpinning to ensure the stability of adjacent structures such as buildings 6) Material that is part of a sloped, layered system where the layers dip into the excavation on a slope less steep than four horizontal to one vertical (4HAV), but only if the material would otherwise be classified as Type B. TYPE C 1) Cohesive soil with an unconfined compressive strength of 0.5 tsf (48kPa) or less; or 2) Granular soils including gravel, sand and loamy sand; or 3) Submerged soil or soil from which water is freely seeping; or 1. Numbers shown in parentheses next to maximum allowable slopes are angles expressed in degrees from the horizontal. Angles have been rounded off. 2. A short -term maximum allowable slope of 1/2H:1V (63 deg.) is allowed in excavations in Type A soil that are 12 feet (3.67m) or less in depth. Short -term maximum allowable slopes for excavations greater than 12 feet (3.67m) in depth shall be 3/4H:1V (53 deg.). 3. Sloping or benching for excavations greater than 20 feet deep shall be designed by a Registered Professional Engineer. 4. For acceptable slope and benching configurations, see figure B -1 in OSHA Standard 29 CF! Part 1926, Subpart P. walls or sidewalks. 4) Submerged rock that is not stable; or 5) Material in a sloped, layered system where the layers dip into the excavation on a slope of four horizontal to one vertical (4H:1V) or steeper. TIMBER TRENCH SHORING MINIMUM TIMBER REQUIREMENTS Mixed oak or equiv. w /bending strength not less than 850 psi Douglas fir or equiv. w /bending strength not less than 1500 psi MAXIMUM ALLOWABLE SLOPES (H:V) SOIL OR ROCK TYPE FOR EXCAVATIONS LESS THAN 20 FEET DEEP STABLE ROCK VERTICAL (90 deg) TYPE A 3/4 : 1 (53 deg) TYPE B 1:1 (45 deg) TYPE C 1 1/2 : 1 (34 deg) 1. Numbers shown in parentheses next to maximum allowable slopes are angles expressed in degrees from the horizontal. Angles have been rounded off. 2. A short -term maximum allowable slope of 1/2H:1V (63 deg.) is allowed in excavations in Type A soil that are 12 feet (3.67m) or less in depth. Short -term maximum allowable slopes for excavations greater than 12 feet (3.67m) in depth shall be 3/4H:1V (53 deg.). 3. Sloping or benching for excavations greater than 20 feet deep shall be designed by a Registered Professional Engineer. 4. For acceptable slope and benching configurations, see figure B -1 in OSHA Standard 29 CF! Part 1926, Subpart P. walls or sidewalks. 4) Submerged rock that is not stable; or 5) Material in a sloped, layered system where the layers dip into the excavation on a slope of four horizontal to one vertical (4H:1V) or steeper. TIMBER TRENCH SHORING MINIMUM TIMBER REQUIREMENTS Mixed oak or equiv. w /bending strength not less than 850 psi Douglas fir or equiv. w /bending strength not less than 1500 psi VERTICAL SHORES FOR SOIL TYPES A & B SIZE ACTUAL AND SPACING OF MEMBERS ** Depth Cross Braces Wales Uprights of Trench (feet) Horizontal Spacing Feet Width of Trench Fee )Vert. Spacing (Feet) Size (In) Vert, pacin Feet Maximum tsllotcq�le horizontal p feet Up to Up t p t Up t 12 Up to .�la Z__ _ Modulus Horiz. Cylinder Up To 6 4 x44x44x66x66x6 4 x 66 x66x66x6 6 x 6 6 x 6 4 R N 'd 5 2x6 2 inch Diameter 2x6 2x 6 8 (Type A) 5 UpTo8 4x44x4 6 x 66 x66x66x6 x 6 8 x 1 4 R 5 2x 6 3x8 2x6 7 (Type A) 2x8 Up to 10 Up To 10 4 x 6 4 x 64 x 66 x 66 x 6 4 8 x 8 - 4 2 x 6 20 2 x 6 4 - 8.0 Up To 12 4x64x66x66x66x6 Note (1) 1 x6 66x 6 4 8x8 4 Net in 3.5 F 2x6 - - UpTo6 4x44x44x66x66x6 6 x 66 x 66 x 816 x 8 4 Re 5 2 x 6 2 x 6 3 i 3x8 3in 10 Up To 8 4x 64x 66 x66x 66x 6 4 8 x 8 4 2 x 6 2 x 6 - Up to - Up to 15 Up To 10 6 x 66 x 5 6 x 6 x 8 6 x 8 4 8 x 1 4 3x64x10 2x6 2 x 6 10.0 3 in 10.0 Up To 12 6 x 6 6 x 6 5 x 6 6 x 8 6 x 8 4 10x10 4 5.5 4x 6 5.5 3 x 8 5.5 3 i UpTo6 6 x 6 6 x 63 x66x86x8 8x10 10x10 4 6x8 4 3x6 15 4 3x1 -- 15 UpTo8 6x66x6 x88 x6 x86x8 x 1 4 8x8 4 3x6 12 3in 20 U to ZO Up To 10 8x88x88x8gx SAO 8x10 8x10 Jx1 4 8x 1 4 3x6 Up To 12 8x 88x88x88x8 4 10x10 4 1 3x6 Over 21 Note (1) VERTICAL SHORES FOR SOIL TYPES A & B SIZE ACTUAL AND SPACING OF MEMBERS ** Depth Cross Braces Wales Uprights Of Trench feet) Horizontal Spacing (Feet) Width of Trench (Feet) Vert. pacing (Feet) Size (In) Vert. pacing Feet axlmum a own a horizonta spacing (feet) Up to 4 Up to Up t 9 Up to 12 Up to Close Z__ Shoring Modulus Horiz. Cylinder UpTo6 4x 6 4 x 66 x66x66x6 6 x 6 6 x 6 5 6x8 5 2x6 2 inch Diameter 2x6 Over 8 (Type A) 5 UpTo8 6 x 6 6 x 66 x66x86x8 x 6 8 x 1 5 8 x 10 5 2x 6 3x8 2x6 7 (Type A) 15 Up to 10 u To 10 p 6 66 x x 66 x 6 x 6x8 5 10 10 5 2 x 6 20 2x6 4 - 8.0 See Note 1 Over 20 Note (1) 1 x6 66x 6 4 8x8 4 Net in 3.5 F 4x 6 - - Up To 6 6 x 6 6 x 66 x 66 x 816 x 8 5 8 x 8 5 2 x 6 2 x 6 3 i 4x 10 3in 10 UpTo8 6x86x86x 8x10 8 8x88x8 1000 5 10 x 10 5 2 x 6 2x6 - Up to - Up to 15 Up To 10 8x88x88x88x88x10 6x66x6 5 10x 12 5 3x64x10 2x6 4x6 10.0 3 in 10.0 See Note 1 6 x66 x 66 x 66 x 66 _ 4 8 x 10 4 5.5 4x 6 5.5 4 x 10 5.5 3 i UpTo6 6x86x86x88x88x8 8x10 800 8x10 10x10 5 8x 10 5 3x6 15 4 3x1 -- 15 Up To 8 8 x88 x88 x 8 x 88 x 1 5 10x 12 5 3 x 6 12 3in 20 Up to 20 Up To 10 8x10 SAO 8x10 8x10 10x10 5 2 x 12 5 3 x 6 See Note 1 6x66x66x66x86x8 4 8 x 12 4 1 3x64x12 Over 2Cl See Note (1) VERTICAL SHORES FOR SOIL TYPES A & B SIZE (ACTUAL) AND SPACING OF MEMBERS iE Depth Cross Braces Wales Uprights of Trench (feet) Horizontal Spacing Feet Width of Trench (Feet) Vert. Spacing (Feet) Size (In) Vert, Spacing Feet Maximum allowable horizontal fe et) (See Note 2) Up to 4 Up to Up t Up to Up to Close 8 (Type A) Shoring Modulus Horiz. Cylinder UpTo6 6x86x8 4 x 6 6 x88x88x8 6 x 6 6 x 6 5 8x 1C 5 2x6 2 inch Diameter 3 inch Diameter Over 8 (Type A) 5 UpTo8 8x88x88x88x8 x 4 Note(2) x 6 8 x 1 5 10x 1 5 2x 6 3x8 Over 7 (Type A) 15 Up to 10 Up To 10 8x10 8x10 8x10 8x10 lox10 5 12 x 12 5 2 x 6 20 4x 6 4 - 8.0 See Note 1 Over 20 Note (1) 1 x6 66x 6 4 8x8 4 Net in 3.5 F 4x 6 - - Up To 6 8 x 88 x 8 8 x 88 x 8 800 5 10 x 1 5 2 x 6 4x 10 3 i 4x 10 3in 10 Up To 8 8x10 8x10 8x10 8x10 1000 5 12 x 1 5 2 x 6 1 4x6 - Up to - Up to 15 See Note 1 6x66x66x 6x66x6 4 8x8 4 3x64x10 4x6 10.0 3 in 10.0 See Note 1 6 x66 x 66 x 66 x 66 _ 4 8 x 10 4 5.5 4x 6 5.5 4 x 10 5.5 3 i Up To 6 8 x 10 8x10 800 8x10 10x10 5 12 x 1 5 3 x 6 15 4 3x1 -- 1 See Note 1 6x. 66x66x66x66x6 14.0 4 8x8 4 3x64x 12 3in 20 {p 20 See Note 1 6x 66x66x Note (1) 6x66x8 4 8 x 10 4 3x6 See Note 1 6x66x66x66x86x8 4 8 x 12 4 1 3x64x12 Over 20 See Note (1) VERTICAL SHORES FOR SOIL TYPES A & B ALUMINUM HYDRAULIC SHORING WALER SYSTEMS FOR SOIL TYPE B HYDRAULIC CYLINDERS Depth of Maximun Maximun (Feet) Width of Trench Feet Up to 8 Up Up Trench Horizontal Spacing Vertical Spacing feet (Feet) (Feet) Up t up to Up to Over 8 (Type A) Shoring Modulus Horiz. Cylinder Up to 8 (Type B) 4 x 6 4 x 6 6 x 6 6 x 6 10 Not Re 'd 4 2 inch Diameter 2 inch Diameter 3 inch Diameter Over 8 (Type A) Up to U p 6.5 (Type B (YP ) 4 x 4 x 4 Note(2) x 6 15 4 Re Re 4 d 3 x 6 3x8 Over 7 (Type A) 15 Up to 10 Up To i0 4x6 4 x 64x 66 Up to 5.5 (Type B) 4 1 8x 8 4 3 x 6 20 4x 6 4 - 8.0 Up To 124x6 Over 20 Note (1) ALUMINUM HYDRAULIC SHORING WALER SYSTEMS FOR SOIL TYPE B SIZE ACTUAL AND SPACING OF MEMBERS ** Depth Cross ross Braces Wales Uprights Trench (feet) Horizontal Spacing (Feet) Width of Trench Fee) Vert. SP °C1° (Feet) Size (In) Vert• pacin feet horizontal Maximum al(feet feet Up to 4 Up to Up t up to Up to Close Trench Shoring Modulus Horiz. Cylinder UpTo6 4x44x44x44x44x6 4 x 6 4 x 6 6 x 6 6 x 6 4 Not Re 'd N9t Reg d 3x6 feet 3x 12 4x6 4x 12 5 Up To 8 4 x 4 x 4 4 x 44 x 6 4 x 6 4 Re Re 4 d 3 x 6 3x8 2 in 4x8 4 x 8 Up to 10 Up To i0 4x6 4 x 64x 66 x 66x6 8 x 8 4 1 8x 8 4 3 x 6 1 4x 6 4 - 8.0 Up To 124x6 14.0 x 6 1 x6 66x 6 4 8x8 4 Net in 3.5 F 4x 6 - - UpTo6 4x44x44x46x66x6 66x 66 x 86x 8 4 Re Re 3 x 6 4x 10 3 i 4x 10 3in 10 UpTo8 4x64x64x 8 x 8 E 6x66x6 8 x 8 4 6x8 4 1 3x64x10 1 4x6 - Up to TRENCH PER 2' Up to 15 Up To 10 6x66x66x 6x66x6 4 8x8 4 3x64x10 4x6 10.0 3 in 10.0 Up To 12 6 x66 x 66 x 66 x 66 x 6 4 8 x 10 4 5.5 4x 6 5.5 4 x 10 5.5 3 i UpTo6 6x66x66x66x66x6 8 x 8 8 x 8x10 8x10 4 6x8 4 3x6 15 4 3x1 -- 15 UpTo8 6x. 66x66x66x66x6 14.0 4 8x8 4 3x64x 12 3in 20 Up to 20 Up To 1C 6x 66x66x Note (1) 6x66x8 4 8 x 10 4 3x6 Up Tot -7 6x66x66x66x86x8 4 8 x 12 4 1 3x64x12 Over 2q Note (1) ALUMINUM HYDRAULIC SHORING WALER SYSTEMS FOR SOIL TYPE B SIZE (ACTUAL) AND SPACING OF MEMBERS °t Depth of Cross Braces Wales Uprights Trench (feet) Horizontal Spacing (Feet) Width of Trench (Feet) Vert. Spacing (Feet) Size (in) Vert. acin Sp g (Feet) Maximum allowable horizontal Max spacing (feet) Up to .6 Up to Up t 9 Up to 12 Up to Close Trench Shoring Modulus Horiz. Cylinder UpTo6 4 x 6 4 x 6 4 x 6 6 x 6 6 x 6 5 6x8 5 3x6 feet 3x 12 (10) 4x 12 5 UpTo8 4 x 6 4 x 6 6 x 6 6 x 6 6 x 6 5 8x8 5 3 x 6 3x8 2 in 4x8 x te(2) Up to 10 - Up To 10 4 x 6 4 x 66 x66x66x8 - 8 x 8 5 8x10 5 3 x 6 3 in 4x8 4 - 8.0 See Note 1 14.0 12.0 3 in 12.0 3 in 12.0 3 in 10 Net in 3.5 F 30 - - Up To 6 6 x 66x 66x 66 x 86x 8 5 8x 8 5 3 x 6 4x 10 3 i 6.0 3in 10 UpTo8 6x86x86x 8 x 8 8 x 8 8x88x8 8 x 8 5 10 x 10 5 3x64x10 x12 - Up to TRENCH PER 2' Up to 15 Up To 10 6x86x88x88x88x8 5 10x12 5 3x64x10 14.0 10.0 3 in 10.0 See Note 1 10.0 3 in Over 3.5 5.5 2 i 5.5 Ne 5.5 3 i UpTo6 6x86x86x86x88x8 8 x 8 8 x 8x10 8x10 5 8 x 10 5 4x6 15 4 3x1 -- 15 UpTo8 6x86x86x88x88x8 14.0 5 10x1 5 4x6 g.0 3in 20 Up to 20 Up To 10 8 x88x88x88x8 Note (1) 5 2x 12 5 4x6 See Note 1 Over 2 See Note (1) ALUMINUM HYDRAULIC SHORING WALER SYSTEMS FOR SOIL TYPE B SIZE ACTUAL AND SPACING OF MEMBERS ** Depth Cross Braces Wales Uprights of Trench feet) Horizontal Spacing (Feet} Width of Trench {Feet) Vert. Spacing (feet) Size {In) Vert. Poe P 9 Feet Maximum allowable horizori2al s (fe in (feet Up to 4 Up to B Up t 9 Up to 12 Up to los Trench Shoring Modulus Horiz. Cylinder UpTo6 6x66x6 Horiz Cylinder 3 i 3x1 5 8x8 5 3x6 feet (Feet) (10) Sac. 5 Up To 8 6 x 6 6 x 66 x 6 8 x 8 8 x 8 5 10x10 5 3 x 6 8.0 2 in 8.0 x te(2) Up to 10 Up To to 6 x 6 6 x 68 - x 8 x 8 8 x 8 5 10x12 5 3 x 6 3 in Up to 4 - 8.0 See Note 1 14.0 12.0 3 in 12.0 3 in 12.0 3 in 10 Net in 3.5 F 30 - - Up To 6 6 x 86 x 86 x 8 x 88 x 8 5 10x10 5 4 x 6 Over 3 i 6.0 3in 10 UpTo8 8 x 8 8 x 8 8 x 8 8 x 8 8 x 8 5 1202 5 4x6 x12 - Up to TRENCH PER 2' Up to 15 See Note t 15 14.0 10.0 3 in 10.0 See Note 1 10.0 3 in Over 3.5 5.5 2 i 5.5 Ne 5.5 3 i Up To 6 8 x 8 8 x 8 8 x 8x10 8x10 5 10x12 5 4 x 6 15 4 3x1 -- 15 Up to See Note 1 14.0 9.0 1 3 in 1 9.0 3in g.0 3in 20 20 See Note 1 Over 20 Note (1) See Note 1 Over 20 See Note (1) ALUMINUM HYDRAULIC SHORING WALER SYSTEMS FOR SOIL TYPE B Footnotes to tables, and general notes on hydraulic shoring, are found in Appendix D, Item (g) 08/1 a /2005 0233:48 PM,1:1 WALER SYSTEMS FOR SOIL TYPE C TRENCH SAFETY NOMENCLATURE GENERAL NOTES FOR TIMBER TRENCH SHORING TABLES: (1) Member sizes at spacings other than Indicated are to be determined as specified in 1926.652(c), " Design of Protective Systems." 2) When conditions are saturated or submerged, use Tight Sheeting. Tight Sheeting refers to the use of specially -edged timber planks (e.g., tongue and groove) at least three inches thick, steel sheet piling, or similar construction that when driven or placed in position provide a tight wall to resist the lateral pressure of water and to prevent the loss of backfill material. Close Sheeting refers to the placement of planks side -by -side allowing as little space as possible between them. (3) All spacing indicated is measured center to center. (4) Wales to be installed with greater dimension horizontal. (5) If the vertical distance from the the center of the lowest crossbrace to the bottom of the trench exceeds two and one -half feet, uprights shall be firmly embedded or a mudsill shall be used. Where uprights are embedded, the vertical distance from the center of the lowest crossbrace to the bottom of the trench shall not exceed 36 inches. When mudsills are used, the vertical distance shall not exceed 42 inches. Mudsills are wales that are installed at the toe of the trench side. (6) Trench jacks may be used in lieu of or in combination with timber crossbraces. (7) Placement of crossbraces. When the vertical spacing of crossbraces is four feet, place the top crossbrace no more than two feet below the top of the trench. When the vertical spacing of crossbraces is five feet, place the top crossbrace no more than 2.5 feet below the top of the trench. Depth Trench feet WALES HYDRAULIC CYLINDERS TI BER UPRIGHTS TIMBER UPRIGHTS Section Modulus Depth of Vertical Section Width of Trench Feet) M0 0� center °4 Up to B over 8 UP TO 12 over 12 Up to 15 Solid Cylinder Dia Horiz Sac. Trench Shoring Modulus Horiz. Cylinder oriz ylinder Horiz Cylinder 3 i 3x1 - sheet 2 .3 F feet (Feet) (10) Sac. Dla Sac. Dia Sac. Dia Sin 10.0 3 i Over 4 3.5 8.0 2 in 8.0 x te(2) 8.0 3 in 3x1 - - 7.0 9.0 2 in - 9.0 No 9_0 3 in Up to 4 - 8.0 3X12 14.0 12.0 3 in 12.0 3 in 12.0 3 in 10 Net in 3.5 F 30 - - 3.5 6.0 2 in 6.0 Note(21) 6.0 3 in 14.0 6.0 3 i Over 3 i 6.0 3in Over 2 I 7.0 8.0 3 in 8.0 3 in 8.0 3 in 10 4 - x12 - Up to TRENCH PER 2' 15 14.0 10.0 3 in 10.0 3 in 10.0 3 in Over 3.5 5.5 2 i 5.5 Ne 5.5 3 i 7.0 6.0 3 i 1 6.0 3 i 6.0 3 i 15 4 3x1 -- Up to 14.0 9.0 1 3 in 1 9.0 3in g.0 3in 20 Over 20 Note (1) Footnotes to tables, and general notes on hydraulic shoring, are found in Appendix D, Item (g) 08/1 a /2005 0233:48 PM,1:1 WALER SYSTEMS FOR SOIL TYPE C TRENCH SAFETY NOMENCLATURE GENERAL NOTES FOR TIMBER TRENCH SHORING TABLES: (1) Member sizes at spacings other than Indicated are to be determined as specified in 1926.652(c), " Design of Protective Systems." 2) When conditions are saturated or submerged, use Tight Sheeting. Tight Sheeting refers to the use of specially -edged timber planks (e.g., tongue and groove) at least three inches thick, steel sheet piling, or similar construction that when driven or placed in position provide a tight wall to resist the lateral pressure of water and to prevent the loss of backfill material. Close Sheeting refers to the placement of planks side -by -side allowing as little space as possible between them. (3) All spacing indicated is measured center to center. (4) Wales to be installed with greater dimension horizontal. (5) If the vertical distance from the the center of the lowest crossbrace to the bottom of the trench exceeds two and one -half feet, uprights shall be firmly embedded or a mudsill shall be used. Where uprights are embedded, the vertical distance from the center of the lowest crossbrace to the bottom of the trench shall not exceed 36 inches. When mudsills are used, the vertical distance shall not exceed 42 inches. Mudsills are wales that are installed at the toe of the trench side. (6) Trench jacks may be used in lieu of or in combination with timber crossbraces. (7) Placement of crossbraces. When the vertical spacing of crossbraces is four feet, place the top crossbrace no more than two feet below the top of the trench. When the vertical spacing of crossbraces is five feet, place the top crossbrace no more than 2.5 feet below the top of the trench. Depth Trench feet WALES HYDRAULIC CYLINDERS TI BER UPRIGHTS Vertical Shoring (Feet) Section Modulus Width of Trench (Feet (onCeniser o °9 Up to 8 over 8 UP To 12 Over 12 Up to 15 solid sheet 2 R.3 F Horiz. Sac. Cylinder Dia Horiz Sac. Cylinder Dia Horiz Sac. Cylinder Dia Over Up to 10 4 3.5 6.0 2 in 6.0 t in 6.0 3 i 3x1 - - 7.0 6.5 2 in 6.5 We% 6.5 3 in 14.0 10.0 3 i 10.0 Sin 10.0 3 i Over 10 Up to 15 4 3.5 4.0 2 in 4.0 r t e c 2 i 4.0 3 in 3x1 - - 7.0 5.5 3 in 5.5 3 in 5.5 3 in 14.0 8.0 3 in 8.0 3 in 8.0 3 in Over 15 Up to 20 4 3.5 3.5 2 in 3.5 Net in 3.5 3 in 30 - - 7.0 5.0 3 in 5.0 3 in 5.0 3 in 14.0 6.0 3 i 6.0 3 i 6.0 3in Over 2 I Note (1) * Consult product manufacturer and /or qualified engineer for Section Modulus of available wales. Maximum Depth Chart Using Typical Water and Sewer Trench Detail a -4--:1 4.w:.. _L -4.\ Depth of Bury in feet is measured to the Flowline of the pipe. na = Not Available nc = no pressure class B/C • c� CEMENT STABILIZED SAND B ACKFILL /BEDDING SPECIFICATIONS: DESCRIPTION: This item shall govern the mixing and placement of cement stabilized sand as a trench backfill material or bedding material. Placement shall be in conformity with the typical sections shown on the Plans or as described in the Special Provisions. MATERIALS: A. SAND- Clean durable sand meeting grading requirements for fine aggregates of ASTM C33, and the following requirements: 1. Classified as SW, SP or SM by the United Soil Classification System of ASTM D2487. 2. Deleterious materials: (a) Clay lumps, ASTM C142; less than 0.5 percent. (b) Lightweight pieces, ASTM C123; less than 5.0 percent (c) Organic impurities, ASTM C40; color no darker than the standard color. (d) Plasticity index of 4 or less when tested in accordance with ASTM D4318. B. CEMENT Type I Portland Cement conforming to ASTM C150. C. WATER- Potable water, free of oils, acids, alkalies, organic matter or other deleterious substances, meeting requirements of ASTM C94. REQUIREMENTS FOR DESIGN: Design sand - cement mixture to produce a minimum unconfined compressive strength of 50 pounds per square inch in 48 hours and 100 pounds per square inch in 7 days. All compaction shall be to 95% in accordance with ASTM D558. All curing shall be in accordance with ASTM D1632 and tested in accordance with ASTM D1633. Mix shall contain a minimum of 1 -1/2 sacks of cement per cubic yard for general purposes. Mix for use as sanitary sewer embedment within 9 feet of waterlines shall contain 21/2 sacks of cement per cubic yard. All mixes shall have a moisture content between 0% to 2% above optimum. MIXING: A. Thoroughly mix sand, cement and water according to the mix design using a pugmill -type mixer. The plant shall be equipped with automatic weight controls to ensure correct mix proportions. B. Stamp batch ticket at plant with time of loading directly after mixing. Material not placed and compacted within 4 hours after mixing shall be rejected. PLACING CEMENT STABILIZED SAND: A. Place cement stabilized sand mixture in 8 -inch lifts and compact to 95% of ASTM D558, unless otherwise specified. The moisture content during compaction shall be between 0% to 2% above optimum. Perform and complete compaction of cement stabilized sand mixture within 4 hours after mixing at the plant. B. Do not place or compact cement stabilized sand mixture in standing or free water. FIELD QUALITY CONTROL: A. The cement content will be checked on samples obtained in the field whenever there are apparent changes in the mix properties. B. Mixing plant inspections will be performed periodically. Material samples will be obtained and tested if there is evidence of change in material characteristic. C. Random samples of delivered product will be taken in the field at point of delivery for each day of placement in a work area. Specimens will be prepared in accordance with ASTM D1632 and tested for 48 -hour compressive strength in accordance with ASTM D1633. P J Pailoommt Arms Roadways, Driveways, & Parking Lots (Existing or Proposed) B /C PLAN VIEW CEMENT STABILIZED BACKFILL AREA Cement stabilized backfill area include all paved areas (sidewalks, streets, alleys, driveways 1 0'(� and parking areas) and shall extend 5' beyond the curb line. Where any portion p), of the Utility Trench lies under a paved area, the entire width of the trench ( MINI shall require cement stabilized backfill. CE - Al E (C CNF 10> OF GewER9 Cl0' 41 ( �P)� 9 F, RAG LIN of \ (M f . DIFFe413 SgTERRFSSU Piles E REG g Rp� s >4 a t 1 g UTILITY CROSSING DETAIL 5 0R 50) NOTE: IF CLEAR. DIST. IS LESS THAN 9 FEET, EMBED 9 (MIN ) OF 0R PRO5 . LENGTH OF THE P CEMENT SEGMENT SAND FO R 2 FEETTOTAL ' ORIfIE " O p G6 BEYOND THE JOINT ON EACH END. E F 2 0 2 4 1 L FE 2 R I OTERL016 PD pf 0 BE O THAN C 6 r INCHES. IF E DIST IS DISTA THAN GE G 0 IIt OF 2 FEET, THE ENTIRE LINE MUST BE CONSTRUCTED OF (pV ER L CL 350 DIP (MANHOLE TO MANHOLE) 5000 NON- STRUCTURAL R AREAS COMPACTION IN FINAL BACKFILL ZONE COMPACTION OF ALL FILL SHALL BE AT A MOISTURE CONTENT EQUAL TO OPTIMUM AND UP TO A MAX. 4% ABOVE OPTIMUM. EACH LIFT SHALL NOT EXCEED 6" COMPACTED THICKNESS. COMPAC IN I NITIAL BACKFILL ZONE USE HAND TAMPERS OR IMPACT TAMPERS TO ACHIEVE DENSITY. MAINTAIN MOISTURE CONTENT NEAR OPTIMUM TO MINIMIZE COMPACTIVE EFFORT. AVOID CONTACT WITH PIPE AND MAINTAIN A MINIMUM OF 6" OVER PIPE CROWN WHEN USING SMALL MECHANICAL COMPACTORS. INSTALL AND COMPACT IN 6" MAX LAYERS. WORK IN HAUNCH ZONE AROUND PIPE BY HAND TO PROVIDE UNIFORM SUPPORT. INSTALL AND COMPACT IN 6" MAX LAYERS. WORK IN 4" BEDDING LEVEL FINAL GRADE BY HAND. (MIN) SEE PAVEMENT SECTION FOR DEPTH. �:: .' R.C.P. PIPE PER ASTM C -76 CLIII BEDDING MATERIAL -r• .. • . • _ _ TO EXTEND 6" .. ` BELOW BOTTOM OF PIPE 1 8 ° MIN I PIPE OUTSIDE DIA. 18 "MIN 12 "MAX 12 "MAX TYPICAL RCP STORM DRAIN TRENCH DETAIL TRENCH AND EMBEDMENT TO BE SUBSIDIARY TO UNIT PRICE OF PIPE. NOTE 1: UNDER NORMAL CIRCUMSTANCES THE CONTRACTOR SHALL USE TYPE "B" MATERIAL FOR BEDDING AND IN THE HAUNCH ZONE. ONLY WITH THE PERMISSION AND AT THE DIRECTION OF THE ENGINEER SHALL THE CONTRACTOR USE TYPE "D" MATERIAL AS SHOWN. NOTE 2: BACKFILL OF STRUCTURES- WHEN STRUCURES (MANHOLES, INLETS, JUNCTION BOXES, ETC.) ARE WITHIN STRUCTURAL AREAS (AS DEFINED ON THIS SHEET) CEMENT STABILIZED SAND BACKFILL SHALL BE REQUIRED. USE CLASS III MATERIAL IN ALL OTHER AREAS. L WHERE THE TRENCH BOTTOM IS UNSTABLE, NOTE 3: DEFECTOR TAPE IS NOT REQUIRED ON DIP OR CMP. EXCAVATE TO A DEPTH AS REQUIRED BY THE ENGINEER AND REPLACE WITH A FOUNDATION OF TYPE "D" MATERIAL. PLACE AND COMPACT TO ACHIEVE 85% MOD. PROCTOR DENSITY. THIS ITEM SHALL CONSTITUTE "EXTRA WORK" AND SH BE P FOR AS TYPICAL WATER AND SEWER TRENCH DETAIL FOR PVC DIP CMP AND T YPE K COPPER TRENCH AND EMBEDMENT TO BE SUBSIDIARY - BAC KFILL MATE LEGEND TO MAIN AND SERVICE LINE BID ITEMS. CLASS OF Sewer Line Water Line Spec. D3034 D2241 7F777505 PER ASTM D2321 -89 C900 SDR 26 1 26 1 25 14 Class n 160 1 165 200 Size Maximum Deivt h of Bury eet 4 81.3 76.3 na 219.3 6 54.5 51.5 na 152.5 8" 40.7 39.7 na 116.7 10" 33.5 32.8 na 95.8 12" 28.5 28 na 81 14 If na 25.7 24.7 na 15" 23.3 na na na 16" na na 21.8 na 18" na 20.5 19.9 na 20" na na 18.2 na 24" na na 15.9 na Depth of Bury in feet is measured to the Flowline of the pipe. na = Not Available nc = no pressure class B/C • c� CEMENT STABILIZED SAND B ACKFILL /BEDDING SPECIFICATIONS: DESCRIPTION: This item shall govern the mixing and placement of cement stabilized sand as a trench backfill material or bedding material. Placement shall be in conformity with the typical sections shown on the Plans or as described in the Special Provisions. MATERIALS: A. SAND- Clean durable sand meeting grading requirements for fine aggregates of ASTM C33, and the following requirements: 1. Classified as SW, SP or SM by the United Soil Classification System of ASTM D2487. 2. Deleterious materials: (a) Clay lumps, ASTM C142; less than 0.5 percent. (b) Lightweight pieces, ASTM C123; less than 5.0 percent (c) Organic impurities, ASTM C40; color no darker than the standard color. (d) Plasticity index of 4 or less when tested in accordance with ASTM D4318. B. CEMENT Type I Portland Cement conforming to ASTM C150. C. WATER- Potable water, free of oils, acids, alkalies, organic matter or other deleterious substances, meeting requirements of ASTM C94. REQUIREMENTS FOR DESIGN: Design sand - cement mixture to produce a minimum unconfined compressive strength of 50 pounds per square inch in 48 hours and 100 pounds per square inch in 7 days. All compaction shall be to 95% in accordance with ASTM D558. All curing shall be in accordance with ASTM D1632 and tested in accordance with ASTM D1633. Mix shall contain a minimum of 1 -1/2 sacks of cement per cubic yard for general purposes. Mix for use as sanitary sewer embedment within 9 feet of waterlines shall contain 21/2 sacks of cement per cubic yard. All mixes shall have a moisture content between 0% to 2% above optimum. MIXING: A. Thoroughly mix sand, cement and water according to the mix design using a pugmill -type mixer. The plant shall be equipped with automatic weight controls to ensure correct mix proportions. B. Stamp batch ticket at plant with time of loading directly after mixing. Material not placed and compacted within 4 hours after mixing shall be rejected. PLACING CEMENT STABILIZED SAND: A. Place cement stabilized sand mixture in 8 -inch lifts and compact to 95% of ASTM D558, unless otherwise specified. The moisture content during compaction shall be between 0% to 2% above optimum. Perform and complete compaction of cement stabilized sand mixture within 4 hours after mixing at the plant. B. Do not place or compact cement stabilized sand mixture in standing or free water. FIELD QUALITY CONTROL: A. The cement content will be checked on samples obtained in the field whenever there are apparent changes in the mix properties. B. Mixing plant inspections will be performed periodically. Material samples will be obtained and tested if there is evidence of change in material characteristic. C. Random samples of delivered product will be taken in the field at point of delivery for each day of placement in a work area. Specimens will be prepared in accordance with ASTM D1632 and tested for 48 -hour compressive strength in accordance with ASTM D1633. P J Pailoommt Arms Roadways, Driveways, & Parking Lots (Existing or Proposed) B /C PLAN VIEW CEMENT STABILIZED BACKFILL AREA Cement stabilized backfill area include all paved areas (sidewalks, streets, alleys, driveways 1 0'(� and parking areas) and shall extend 5' beyond the curb line. Where any portion p), of the Utility Trench lies under a paved area, the entire width of the trench ( MINI shall require cement stabilized backfill. CE - Al E (C CNF 10> OF GewER9 Cl0' 41 ( �P)� 9 F, RAG LIN of \ (M f . DIFFe413 SgTERRFSSU Piles E REG g Rp� s >4 a t 1 g UTILITY CROSSING DETAIL 5 0R 50) NOTE: IF CLEAR. DIST. IS LESS THAN 9 FEET, EMBED 9 (MIN ) OF 0R PRO5 . LENGTH OF THE P CEMENT SEGMENT SAND FO R 2 FEETTOTAL ' ORIfIE " O p G6 BEYOND THE JOINT ON EACH END. E F 2 0 2 4 1 L FE 2 R I OTERL016 PD pf 0 BE O THAN C 6 r INCHES. IF E DIST IS DISTA THAN GE G 0 IIt OF 2 FEET, THE ENTIRE LINE MUST BE CONSTRUCTED OF (pV ER L CL 350 DIP (MANHOLE TO MANHOLE) 5000 NON- STRUCTURAL R AREAS COMPACTION IN FINAL BACKFILL ZONE COMPACTION OF ALL FILL SHALL BE AT A MOISTURE CONTENT EQUAL TO OPTIMUM AND UP TO A MAX. 4% ABOVE OPTIMUM. EACH LIFT SHALL NOT EXCEED 6" COMPACTED THICKNESS. COMPAC IN I NITIAL BACKFILL ZONE USE HAND TAMPERS OR IMPACT TAMPERS TO ACHIEVE DENSITY. MAINTAIN MOISTURE CONTENT NEAR OPTIMUM TO MINIMIZE COMPACTIVE EFFORT. AVOID CONTACT WITH PIPE AND MAINTAIN A MINIMUM OF 6" OVER PIPE CROWN WHEN USING SMALL MECHANICAL COMPACTORS. INSTALL AND COMPACT IN 6" MAX LAYERS. WORK IN HAUNCH ZONE AROUND PIPE BY HAND TO PROVIDE UNIFORM SUPPORT. INSTALL AND COMPACT IN 6" MAX LAYERS. WORK IN 4" BEDDING LEVEL FINAL GRADE BY HAND. (MIN) SEE PAVEMENT SECTION FOR DEPTH. �:: .' R.C.P. PIPE PER ASTM C -76 CLIII BEDDING MATERIAL -r• .. • . • _ _ TO EXTEND 6" .. ` BELOW BOTTOM OF PIPE 1 8 ° MIN I PIPE OUTSIDE DIA. 18 "MIN 12 "MAX 12 "MAX TYPICAL RCP STORM DRAIN TRENCH DETAIL TRENCH AND EMBEDMENT TO BE SUBSIDIARY TO UNIT PRICE OF PIPE. NOTE 1: UNDER NORMAL CIRCUMSTANCES THE CONTRACTOR SHALL USE TYPE "B" MATERIAL FOR BEDDING AND IN THE HAUNCH ZONE. ONLY WITH THE PERMISSION AND AT THE DIRECTION OF THE ENGINEER SHALL THE CONTRACTOR USE TYPE "D" MATERIAL AS SHOWN. NOTE 2: BACKFILL OF STRUCTURES- WHEN STRUCURES (MANHOLES, INLETS, JUNCTION BOXES, ETC.) ARE WITHIN STRUCTURAL AREAS (AS DEFINED ON THIS SHEET) CEMENT STABILIZED SAND BACKFILL SHALL BE REQUIRED. USE CLASS III MATERIAL IN ALL OTHER AREAS. L WHERE THE TRENCH BOTTOM IS UNSTABLE, NOTE 3: DEFECTOR TAPE IS NOT REQUIRED ON DIP OR CMP. EXCAVATE TO A DEPTH AS REQUIRED BY THE ENGINEER AND REPLACE WITH A FOUNDATION OF TYPE "D" MATERIAL. PLACE AND COMPACT TO ACHIEVE 85% MOD. PROCTOR DENSITY. THIS ITEM SHALL CONSTITUTE "EXTRA WORK" AND SH BE P FOR AS TYPICAL WATER AND SEWER TRENCH DETAIL FOR PVC DIP CMP AND T YPE K COPPER TRENCH AND EMBEDMENT TO BE SUBSIDIARY - BAC KFILL MATE LEGEND TO MAIN AND SERVICE LINE BID ITEMS. CLASS OF CLASS OF MATERIAL Q COMPACTION REQUIREMENTS MATERIAL PER ASTM D2321 -89 �s STRUCTURAL NON- STRUCTURAL 95% MAX. PER 85% MAX. PER 0 IV A OR IV B ASTM DI557 @ ASTM DI557 @ 0 TO 4% WET OF 0 TO 4% WET OF OPT. MOISTURE OPT. MOISTURE 95% MAX. PER 85% MAX. PER © II, III, OR © ASTM DI557 @ ASTM DI557 @ 0 TO 4% WET OF O TO 4% WET OF OPT. MOISTURE OPT. MOISTURE © CEMENT STABILIZED SAND 95% ASTM MAX. PER D558 @ 95% ASTM MAX. PER D558 @ (SEE SPECIFICATION THIS SHEET) 0 TO 2% WET OF 0 TO 2% WET OF OPT. MOISTURE OPT. MOISTURE 95% MAX. PER 85% MAX. PER 1A OR 113 ASTM DI557 @ ASTM DI557 @ 0 TO 4% WET OF 0 TO 4% WET OF OPT. MOISTURE OPT. MOISTURE TESTING ONE TEST PER 200' OF - FILL REQUIREMENTS TRENCH PER 2' MEASUREMENT AND PAYMENT: No direct payment will be made for cement stabilized sand under this item. Payment for cement stabilized sand should be included in the unit price for the applicable utility or structure installation. STRUCTURALI STRUCTURAL AREAS AREAS STRUCTURAL AREAS ASTM D2321 -89 CLASSES OF EMBEDMENT & BACKFILL MATERIALS Class IA: Angular, Crushed Rock, no fines Class IB: Angular, Crushed Rock and sand, well graded to minimize migration of adjacent soils. Little or no fines. Class II: Coarse Grained Soils, Clean. Native soils from the trench generally do not meet this requirement. The contractor may use native materials from the trench only after providing soils laboratory test demonstrating compliance. Class III: Coarse Grained Soils with Fines. Native soils from the trench generally do not meet this requirement. The contractor may use native materials from the trench only after providing soils laboratory test demonstrating compliance. Bank run sand generally meets this requirement Class IV A: Select Material from the Trench consisting of Fine- Grained Soils (inorganic). Inorganic clays of low to medium plasticity, gravely clays, sandy clays, silty clays, lean clays. This material must have a liquid limit >50 and a Plasticity Index >7 and > "A" Line. See specification (ASTM D2321 -89) for; details. Class IV B: Select Material from the Trench consisting of Fine- Grained Soils (inorganic). Inorganic clays of medium to high plastidty, fat clays, inorganic silts, fine sandy or silty soils, elastic silts. Class V: Organic Soils. Material from the Trench which does not rneet the requirements above. All rocks, lumps, and clods nust be removed from this material prior to placement iii the trench. This material is only appropriate for topsoil in the non - structural trench. A O a Z R o o J e 4�0 0 - 00) o ' o m �e 1 '0 -L o m C7 TA® Y� o d m 00 l1 �C 0, I � 1 O m LU S bap O gg, 4 e �P I� F: r H Q F4 i H �s amp lk 19 to x w H 0 H Fi T W V W H T O V w H Q • REVISIONS NUMBER DATE CITY REV. 08/09/05 Q d 1 tV GONG. SIDEWALK CONTINENTAL CAST STONE COPING MODEL # C551 OW GAP - 5LOPE DOWN 1 1/4 y v BOND BEAM W(1) #4 CONT. GROUT ALL CELLS SOLID- GROUT REINFORCED CELLS 50LID (48" O.G.) - HORZ. JOINT REINF. AT 16" O.G. VERT. 8" ROOK FACE GMU -� tV N 10 ►� 0 I N 4 o< l I 1 �E TYP. E WALK - iROOM FIN15H @ 12" O.G.E.W. - 4 1 tV E CONTINUOUS THROUGH EXP. JOINTS #5 BARS AT 4' -0" O.G. - X. #4 BARS 4' -0" LONG AT 4 2' -0 "OG. EXTEND INTO - t aY' e L >'i;� 1x � O T2 1` b �� •"V k ''�?R�� rn` 5' -0" WIDE GONG. �o.d` tu Bm � 5/A 1.1 . J. r a : ? t•y11 E - t . fix, E ;:;•: i:: O r CONCRETE PAVING REF: 5,61A 1.1 1 /8" RAP. TOOLED EDGE EACH SIDE 1/2" JOINT W/ COMPRESSIBLE FILLER AND SEALER #5 X 1' -6" 51-IF DOWEL5 @ 12 O.G. 5U56RADE AS 5PEG'D P NOTE: PROVIDE CONTROL JOINTS (1/4" DEEP TOOL EDGE) @ 5-0 ". PROVIDE EXPANSION JOINTS @ 20' -0" O.G. '� 5UBGRADE AS 5PECIP 1- #4 BAR CONT. @ BOTTOM 1/2" JOINT W/ COMPRESSIBLE FILLER AND SEALANT: TOP It BOTTOM OF RAMP 4 1/2" THK. GONG. RAMP @ 1:1 2 SLOPE MAX W/ 1:50 MAX OR055 SLOPE #5 BARS @ 12" O.G.E.W. SURFACE- 1 /8" DEEP GROOVES, 1 /2" WIDTH, 1 " APART. PAINT RAMP W ILT. REFLECTIVE EXT. PAINT, GONTRA5TING COLOR GONG. DRIVE #5 DOWEL5 x @ 16 "O.C. s S� \ y \ 2 0 6 PROJECT 51TE -� 6' - 5UBGRADE AS 5PEOP. NORTH VICINITY M,A�P NOT TO 5GALE GRADE BEAM 18" MIN. P g IE P C! ) I� . . I I 5�EV P°"�� �SE4i�Er7 G�R� �' EXPANSION JOil�T ® S117MY4AL �� �f iGl1�l'1®Y MAP f REP: 1 /Al. 1 SCALE: 1 " =1' -O � REF: 1 /,4 1.1 SCALE: 1 1 -0 4 REP: 1 /Al. 1 SCALE: 1 " =1' -0" REF: 1 /Al. 1 SCALE: 1 I' =1' -0 d NOT TO SCALE i _�I._ CONCRETE PAD W / #4 BARS AT 1 2 O.G. E.W. II . I l I NEW CURB GUT FIRE LANE SIGN REF: 8/A 1.1 (51M) t CONCRETE FOOTING W /(3) #6 '� T• AT TOP AND BOTTOM AND #3 5TURRIP5 AT 12-" O.G. GOMPRE55ABLE FILLER AND SEALANT ! ( #5 BARS 15" LONG, 1 8" O.G. i "I •I 5LEEVE DRIVEWAY END #4 BAR CONT. TOP AND BOTTOM W �(J- GONG. PIER AND REINF. I i -REF. STRUG. S G R N ^ALL R F '7 EXIST. PRIVATE DRIV F ■ � 1 _ - I1 • 3 E /,41.1 SCA LE : LE. / 4 1 1 0 FF PA RVED KING III a 1 i!\ O 1 itm z Z � in II ACCE VN SIBLE II I'1 I I L J -j a° 11 5167N A 1 REF: 1 /,4 1.1 12 18 REFLECTIVE E FIN. METAL SIGN SIGN TO READ "FIRE LANE. PARKING IN DESIGNATED SPACES ONLY" AT SIM. 1 2 "Xq" REFLECTIVE FIN. MTL. 516N AT VAN ACCESSIBLE SPACE ONLY 2 1/2" DIAM. GALV. 5TL. PIPE COLUMN SET IN CONCRETE FOOTING. PROVIDE GALV. 5TL. GAP WELDED TO TOP OF PIPE. PAINT PIPE AND GAP. ALL CHARACTERS MUST BE 60" MINIMUM ABOVE GRADE OR SIDEWALK, SCALE: 5/4 " =1' -0" a G1 F: 1/,41.1 �e ■ 8" WOOD GATES (CEDAR) W/ 1 - /2" WELDED TUBE STEEL FRAME. PROVIDE LATCH, PIVOTS AT POSTS, AND CANE BOLT ASSEMBLY W/APPLIED STRIKE AT CLOSED POSITIONS. PROVIDE FAULTLESS 5ERIE5 3400 RIGID CASTOR ON EACH GATE (5 VULCANIZED RUBBER 5HEEL MODEL #3418 -5) 4" DIAM. STEEL P05T W /GL05URE PLATE WELDED TO TOP. SET IN MIN. V -0" DEEP X 12" DIAM. GONG. FOOTING GONG. BLOCK }NAL1-5 GONG. PIER T` GONG. ASPHALT _ N 5 7 °50'33" E 430.83' MEAE;UREp -i - - f` ` - - ` - DING 5ETBAGK 1 8 6" 1 q' 101_511 7 5PAGE5 @ 9' -011 O 9' Otl gl_O,t 5 - O' - E 8 SPACES @ 9'-0" ' I DUMPSTER 63' -O" N 72' -O" ENCLOSURE I _ REF: 7/A 1.1 ASPHALT PAYING REF: 5/A 1.3 20' PUBLIC ® l4 H� F'�i� �` r � IN SIGN \J UTILITY `I `� H REF: /A 1.1 EASEMENT a 5' -0" WIDE GONG. �o.d` tu REF: 4/ � 5/A 1.1 . J. r a : ? t•y11 +- 301 -0" 15' O" t . fix, E ;:;•: i:: i ® a v ■ /4' GALV. 5TL. PLATE - 4 "X3" OLE5 FOR CANE BOLT /4" GALV. 5TL. PLATE "X3 EACH. EPDXY NGHOR TO SLAB. NGHOR BOLTS SECTION AT STOP LOT 7, BLOCK 5 N/F ZONED G -1 ZONED G -2 may TOMMIE B. GARTER CHILDREN'S TRUST ? 20' PUBLIC UTILITY < / EASEMENT \ z 1 p �e . m mom,. . m Isoo m m .mm■.. . o m es m - - -' - - - - - - - - - - - - - Z 0 / - - - -- am _ ------------ - - - - -- - - -- ' = - - OWNER: LEGAL DE50RIPTION TRANSFORMER 50S HEART LOT 8 BLOCK 3 1605 ROCK PRAIRIE RD., SUITE 31 O 2.15 ACRES N/F \ COLLEGE STATION, TEXAS 7"1845 DF-NNI5 W. HU5FLED AND 6 E GONG. 979 -764 - 1 14'14 905TELL CHAPMAN 510 ALK 4484/307 AS SHOWN. FIRE LANE MARKING TO READ: "FIRE LANE / EXISTING 20' -0" 26' -O" -NO PARKING -TOW AWAY ZONE ". LETTERS TO BE 4" 1 I I d 51DEWALK, HIGH, WHITE. WORDING TO BE SPACED AT 15-0" ' `ca v I APART MAX. CURBS TO BE PAINTED RED .1 ,. �- 4 h 1 t f z n 1 . lm .-� (aor ,J_'!..• .t s.'•3 tt, : a, •- `m C, T ,••t� : r < 'i4o= '. Ir 'r r,t d . .1 .� n� ..T.• M•o _ 1. =Y � .'DTs >Ii+ rr " l _>7" °: ,�•: i?.• _I .�E. ,s, �. - •r�r_. l-:. ,, aka rC:: +i7' .t 7^ `!!.4 °�: = ^.':1 - ,�• r a kni'• - ' .r?,.. ::� y .. t r r: n , t. "x t O `'� >.��? .,r -•5- tea.. .8„ .,. '�!' 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FLUME O 1 18' -O" 28' -6" 40' -0" 231 -0" 40' -O" 28' - 6" O + HEADWALL 1 1 / -`- 0 FIRE LANE CURB - RCP- REF GIYIL f a I ( 40 / STRIPING, TYP. i __._.- �- ____ (____ ____ -... -•-, � r I ^ N ti 1 \ 6 5PAGE5 @ q' -O" IV 5 SPACES @ q' -O" 12 24' -0" 61' -6" m ( FREE STANDING "" I 51GN 55'. LVUTILITY 1 1 I 54 -0' I 45-0" I EASEMENT REF: 4/A 1.2 ....• --- � J I R i PLAT 5582/295 ce % . 0 WATER LI E 1 `LT�� v� U p `U"� �U '� �- , RISER �► FIRE LA IGN 2 I - REF: 8/A 1.1 (SIM) - Q -Q R - - - - - I , 1 1 5' SIDE STREET SETBACK L1M DETENTION POND OUTFALL TO STORM LINE STORM DRAIN MANHOLE W J 1 � I � C.7 a--a C a�4 a-1 , ' R 1 TiI m STORM RELOCATE 25' -O" R �/ �, 25 -0 I DRAINAGE REMOVE JOB SIGN EXISN6j ( O STREET LIGHT ,` N �CJJ 7 4 .1 V MEA5URED CURB REF:2 /G 1.1 LIGHTP L . ,:;y<r',,•<:: ` ► FIXTURE i -•t; .fi :� ' E� m® m. mms�� ® m � f, �, ■mom '•- PROJECT NO. 0504 EII I I ' I :::::: ::::::'.:i:.::::-Tr:;: ::;: �•:::: �::::::::: C: C: �t :::;f:i:i:F ::i:::::::: :::;i:::: :��::::; :i:::.� ::::: �::::: �: i::.:::=•:°::::::: i.:::,{:: c�::: isi:.::': � ::::.:::f: ::i::::::::;:.;;:;:•; Df'<TE JUNE 2005 - - - - - - GA5 LINE GAS BACK OF CURB N. RIM ELEV: 2q 7.4 9 .. : ..................:: :•::.:.. T.,: ::.. ELECTRICAL - EXISTING 208' TO 236' TO RISER ( 9 I STUB - OUT (1 51DEWALK MED. DRIVE LONGMIRE DR. NEW SIDEWALK i NEW RAMP +- 630' TO NEW RAMP PLAN 0' 10' 20' 50 20 PUBLIC REF: 3/A 1.1 REF- 3/A 1.1 NORTH \ l k UTILITY EASEMENT OPP. RIGHT DRIVE NOTE: ALL ROOF AND GROUND - MOUNTED E3 I K M I N H A M D R I Y F. MECH. EQUIP. SHALL BE SCREENED FROM VIEW 5' 15 25' OR 150LATED 50 AS NOT TO BE V151BLE FROM ANY N� (MINOR COLLECTOR, rool R.O.W.) PUBLIC RIGHT OF WAY OR RF-51DF-NTIAL P15TRICT WITHIN QTy 1 50' OF LOT, MEASURED FROM A POINT 5' ABOVE GRADE. REP SURVEY /GI�lIL S�R,4WINGa SG,4LE: 1 = 20' -O" 0� 1 8 - CONCRETE 51DEWALK W/ #3 BARS @ 12" O.G.E.W. - 1/2" JT. W/ COMPRE55ABLE FILLER AND SEALANT - 1 - #4 BAR CONT. @ TOP -. #3 DOWEL x 1' -6" @ 1 6" O.G. - #5 X 1' -6" SLIP DOWEL @ E.J.'5 (30' -0" MAX SPACING) - #3 BARS X 1' -6" @ 3' -O" O.G.- BENT 8 1 � - CONCRETE DRIVE W/ #4 BARS @ 12" O.G.E.W. 0 e 49 511 University Drive last We 241 College' Statioa, Tens 77894 phone 9791244 -2635 ):tl� 979/896 .8L'24 w ww.arkitez.com tu F---i 1� t _ K 0 rL O r v w J 0 v O d DETENTION POND OUTFALL TO STORM LINE STORM DRAIN MANHOLE W J 1 � I � C.7 a--a C a�4 a-1 , ' R 1 TiI m STORM RELOCATE 25' -O" R �/ �, 25 -0 I DRAINAGE REMOVE JOB SIGN EXISN6j ( O STREET LIGHT ,` N �CJJ 7 4 .1 V MEA5URED CURB REF:2 /G 1.1 LIGHTP L . ,:;y<r',,•<:: ` ► FIXTURE i -•t; .fi :� ' E� m® m. mms�� ® m � f, �, ■mom '•- PROJECT NO. 0504 EII I I ' I :::::: ::::::'.:i:.::::-Tr:;: ::;: �•:::: �::::::::: C: C: �t :::;f:i:i:F ::i:::::::: :::;i:::: :��::::; :i:::.� ::::: �::::: �: i::.:::=•:°::::::: i.:::,{:: c�::: isi:.::': � ::::.:::f: ::i::::::::;:.;;:;:•; Df'<TE JUNE 2005 - - - - - - GA5 LINE GAS BACK OF CURB N. RIM ELEV: 2q 7.4 9 .. : ..................:: :•::.:.. T.,: ::.. ELECTRICAL - EXISTING 208' TO 236' TO RISER ( 9 I STUB - OUT (1 51DEWALK MED. DRIVE LONGMIRE DR. NEW SIDEWALK i NEW RAMP +- 630' TO NEW RAMP PLAN 0' 10' 20' 50 20 PUBLIC REF: 3/A 1.1 REF- 3/A 1.1 NORTH \ l k UTILITY EASEMENT OPP. RIGHT DRIVE NOTE: ALL ROOF AND GROUND - MOUNTED E3 I K M I N H A M D R I Y F. MECH. EQUIP. SHALL BE SCREENED FROM VIEW 5' 15 25' OR 150LATED 50 AS NOT TO BE V151BLE FROM ANY N� (MINOR COLLECTOR, rool R.O.W.) PUBLIC RIGHT OF WAY OR RF-51DF-NTIAL P15TRICT WITHIN QTy 1 50' OF LOT, MEASURED FROM A POINT 5' ABOVE GRADE. REP SURVEY /GI�lIL S�R,4WINGa SG,4LE: 1 = 20' -O" 0� 1 8 - CONCRETE 51DEWALK W/ #3 BARS @ 12" O.G.E.W. - 1/2" JT. W/ COMPRE55ABLE FILLER AND SEALANT - 1 - #4 BAR CONT. @ TOP -. #3 DOWEL x 1' -6" @ 1 6" O.G. - #5 X 1' -6" SLIP DOWEL @ E.J.'5 (30' -0" MAX SPACING) - #3 BARS X 1' -6" @ 3' -O" O.G.- BENT 8 1 � - CONCRETE DRIVE W/ #4 BARS @ 12" O.G.E.W. 0 e 49 511 University Drive last We 241 College' Statioa, Tens 77894 phone 9791244 -2635 ):tl� 979/896 .8L'24 w ww.arkitez.com CAST STONE ANCHOR V-4" CAST STONE CAP (GO51 OW) CAST STONE LOGO (1) #5 REBAR @ 2'-0` O.G. 5" ROCK FACED CONC. BLOCK O HORIZ. LADDER REIN. ADDRESS LETTERS GONG. FOOTING REF: 5TRUCT. TOTAL 51TE AREA (TS) - ci 5, 6 4 5F 1BIRMIN6HAM VRI%/rz = ROADWAY 2 FRONTAGE - (5'1 - 8 4' DRIVE 4 516HT TRIANGLE) LON6MIRF_ DRIVE - MAJOR. COLLECTOR q0' FRONTAGE - (1 10'- 2 SIGHT TRIANGLE) SITE FOINT5 ANALY515 113, 64 5F (T5)/ 1,000 X 50 = 2,515 POINTS ADDITIONAL 5TREETS,'. POINTS REQUIRED: 550'/ 50'= - 7.6 (300) = 22,250 POINTS TOTAL LANDSCAPE POINTS REQUIRED REQUIRED: CANOPY TREE POINTS (1/2 TOTAL POINTS) 2,54 NON-CANOPY TREE AND SHRUB POINTS 2,546 PROVIDED: (15) CANOPY TREE5-2. 1 " to 5.4" caliper (1 50 pt5) 2, "700 (45) NON-GANOPY TREES (40 pt5) 1,9 (15 5) SHRUBS (10 pt5) 1 TOTAL 6,200 STREETSCAPE ANALY515 CANOPY TREE REOUREMENT5 = FRONTAGE /52' 550'/ 5.2'- 10 CANOPY TREES (09 20 NON-CANOPY) TOTAL- PROVIDED: NEW CANOPY TREE5 = (1 4) (INCLUDED AS PART OF TOTAL LANP5CAPF- POINTS) : i /2 ° = 1 ®„ 6/A 1234 E 4�Rl 1 4 1 CAST STONE GAP CAST STONE MEPAWON CAST ALUM. LETTERS, BLACK, PALATINO 501-D OUTLINE 'HEART' IN ITALIC, 1 1 " HIGH CAST ALUM. LETTERS, BLACK, PALITINO BOLD, 4 1/2" HIGH, 50HEP. LIGHT FIXTURE REF: MEP. ROCK FACE CONC. BLOCK EXPOSED GONG. FOOTING V4151-OPEP TOP - 1 /W/ 1' -O" 5('_ 1/4"= 1' -0 SIGN TO BE PER TTeP SEPARATELY) ZONED C— 1 ZONED C-2 N 57'50'5 3" F 430.55, MEASURED 20'PV5I_IC, UTILITY EASEMENT - - - - - - - - - - - - - - T - BUILDING SETBACK 21z — — — — — — — — — — — — — � — — — _ — — — _� — — �.g : flj, 511 URiver"ity Nive Ebl Suite. zol 4�ege hon, Texas 77M Mae W9/26046 w w w . a T k i t 6. a am EXISTING 51DEI/4ALK DETENTION POND OUTFAI L TO STORM LINE STORM DRAIN MANHOLE TEXA5 REP 0Af< CANOPY TREE 14- 2" CALIPER 0 CALIPER (Guercustexana) CONTAINER GROWN LIVE OAK CANOPY TREE 4- 2" CALIPER (Guercu5 Virgitliatia) CONTAINER GROWN CRETE MYRTLE NON-CANOPY TREE 45 ) 1.25"CALIPER (Lagerstroemia inclica) CONTAINER GROWN 1 55 - BURFORP HOLLY 5 GAL- CONTAINER Olex cornutaburfordiT STORM DRAINAGE s. ELECTRICAL 01 10 STUB 0 - OUT 0 0 ' 2 5 20' PUBLIC UTILITY EA5EMENT-J", Na AfMFL A ti MEF: 5UK\/Ve/al\/lL 09ANINSiS SCALE: 1 t�'-O" I O M rs- > 0A5T5TONF_GAP (OP51 avq) GAST STONE ANCHOR (1) #5 REBAR 2 O.G. b" STANDARD CONC. BLOCK HORIZ. LADDER REIN. EVERY OTHER COURSE 4" THICK CAST STONE GONG. FOOTING REF: 5TRUCT. TREE LANDE)OAPE NOTES P l 50D AT ALL. AREAS OF SITE 1 OF PHASE LINE, '- DETENTION POND AND AT ALL AREAS P15TURBEP'BY ---COI\15TRUCTION. BERMUDA "TIF-41 q" GARDEN HOSE 5E&MENT5 rc-)ROVIDE SHRUB SCREEN AT ALL GROUND MOUNTED MECHANICAL EQUIPMENT AS REGUIRED BY CITY OF COLLEGE STATION SHRUB 5 STRAND GALVANIZED WIRE 2" LAYER FINE BARK MULCH 2 X 2 X 8' TREATED FINE 5TAKE5 IRK16ATION 5Y5TEM NOTE5 (5 PER TREE) BACKFILL MIX- 1. GENERAL CONTRACTOR 15 RE5PON515LE FOR DESIGNING, FURNISHING 50% SANDY LOAM TOPSOIL r I " AND IN 5TALLIN6 COMPLETE IRRIGATION SPRINKLER SYSTEM FOR . o 25% PEAT M055 2" LAYER FINE BARK TO 3" TO 4" HIGH 501L WELL THE.51TE, PROVIDE EMPTY CONDUIT UNDER PRIVE5 AND PARKING 25% WELL ROTTED PINE 8 . LOT TO.PARKIN(515L-AND5. CONTRACTOR 15 AL50 RESPONSIBLE BARK MULCH FINISH GRADE FOR OBTAINING IRRIGATION PERMIT. 2. PROVIDE A 1 1/2" WATER METER DEDICATED TO IRRIGATION SYSTEM. - . FINISH GR APE 5. PROVIDE 100% COVERAGE ON ALL AREAS TO RECEIVE ORA55 50D PLANTIN G MIX: 50% SANDY LOAM 4LANP50APEAREA5 ROOT BALL _T T z 25% PEAT M05S 4. PROVIDE A BUBBLER HEAD FOR EACH CANOPY AND NON-CANOPY INSTALL TOP OF - Z 25% WELL ROTTED FINE TREE ZONED SEPARATELY FROM LAWN AND PLANTING BED ZONES. VARIES- ROOT BALL LEVEL BARK MULCH 5. FURNISH AND INSTALL A PRESSURE -TYPE VACUUM BREAKER INSTALLED WITH THE FINISH GRAVE v STAKE ALL TREES PER CITY OF COLLEGE STATION cova A a amml, sm affm Aqft rAl 4 02 *m%LA%`Tl% TRZ mvft. TAIL Lol , 1 50ALE: 1/2"= V —0 REF, 1 /L 1.1 50ALE: 3/5"= 1 _O" ZONED C— 1 ZONED C-2 N 57'50'5 3" F 430.55, MEASURED 20'PV5I_IC, UTILITY EASEMENT - - - - - - - - - - - - - - T - BUILDING SETBACK 21z — — — — — — — — — — — — — � — — — _ — — — _� — — �.g : flj, 511 URiver"ity Nive Ebl Suite. zol 4�ege hon, Texas 77M Mae W9/26046 w w w . a T k i t 6. a am EXISTING 51DEI/4ALK DETENTION POND OUTFAI L TO STORM LINE STORM DRAIN MANHOLE TEXA5 REP 0Af< CANOPY TREE 14- 2" CALIPER 0 CALIPER (Guercustexana) CONTAINER GROWN LIVE OAK CANOPY TREE 4- 2" CALIPER (Guercu5 Virgitliatia) CONTAINER GROWN CRETE MYRTLE NON-CANOPY TREE 45 ) 1.25"CALIPER (Lagerstroemia inclica) CONTAINER GROWN 1 55 - BURFORP HOLLY 5 GAL- CONTAINER Olex cornutaburfordiT STORM DRAINAGE s. ELECTRICAL 01 10 STUB 0 - OUT 0 0 ' 2 5 20' PUBLIC UTILITY EA5EMENT-J", Na AfMFL A ti MEF: 5UK\/Ve/al\/lL 09ANINSiS SCALE: 1 t�'-O" I O M rs- > 0A5T5TONF_GAP (OP51 avq) GAST STONE ANCHOR (1) #5 REBAR 2 O.G. b" STANDARD CONC. BLOCK HORIZ. LADDER REIN. EVERY OTHER COURSE 4" THICK CAST STONE GONG. FOOTING REF: 5TRUCT. NOTE: HMAC!BHALL CONFORM TO TXVOT ITEM 540, TYPE B. LIMESTONE BA5E GOUR5E!5HALL CONFORM TO TXPOT ITEM24 - 7, TYPE A, GRADE 1. AN SITE A5PHALTIC PRIME COAT5HALI_ BE APPLIED TO THE LIMESTONE BA5f= 5FILL CURB-REF: 4/A 1.5 PRIOR TO PLACING THE HMAG 5URFACE COURSE. ALL A5PHALT 6" LIME 5TABILIZEP 5U5(5RAPF CEMENT TO BE GRADE AG-20. ro" CRU5HEP LIMESTONE 5A5E 2" TYPE V HMA C--\ 41 GR - � — #4 REBAR CONT. — #5 x 1 ' -6" LONG 5L-iF: DOVqF_L5 @ EXP.JOINT5 — HMAC AND DA5E MATERIAL A5 PER P\/MT 5ECTION #4 REBAR CONT. #4 REBAR @ 3.-0" O.C. 5PEG'P. 5UB(SRAVF- MOCK -UP TO INCLUDE ALL BACK-UP VqAI_I_ MATERIAL-5, ANCHOR5, WEEPS, FLA5HINO, ETC. PREFABRICATED METAL. PARAPET GAP, TYP. 5TEEL BEAM REF: 5TRUCT. 5 5/5" 15 &A. MTL 5TUD5 @ 1 to" O.C., TYP. ro" 1 5 &A. MTL 5TUV5 @ 1 ro" O.C., TYP. - 1/2" EXTERIOR PLYkNOOV, TYP ROOFING MEMBRANE ROOF DECKINGV =T _TO.FARAFr 55' 5.. @ 51m) cOLDROLLED MTL. CHANNEL, TYP. EIF5 CORNICE 1/2" GYP. 5HEATHIN6 VV DAMPPROOFIN(5, TYP CEMENT PLA5TER 014 METAL LATH, TYP. PARAPET BEYOND LOWER CORNICE PIECE @ 51M 5PRIN(5 LOCK METAL FLA5HING Ell; I CeRep Station, Tim 778 Anne Far, 979184&S224 www. a rk-ite X, cam 5-0" IiNIPE GONG. 51PEINALK ti P-4 u 44 ii —1 A - &_ I- 5TOREFRONT �ORNICE 'FACE = CONC. BLOCK 5-4" PROJECT NO. 0504 DATE JUNE 2005 all SITE OF —1 A - &_ I- 5TOREFRONT �ORNICE 'FACE = CONC. BLOCK 5-4" C2 A, r) GMU /2" GYP. SHEATHING ON 15 GA. METAL STUDS 1 6" O.G. N/ BATT. 45ULATION AMPPROOFING ACHED. ALUM, FRAME GLASS 1122" GOLD TOLLED 5TL. CHANNEL /5" GYP. BD. ON 6" 15 GA. IETAL STUDS @ 1 6" O.G. /8" TYPE X GYP. BD. ON 5 5/5" IETAL STUDS @ 6" O.G. N/ SOUND BATT. 15ULATION 5 • , I` I . KEF: 1 /A2. 1 5CAL E: 1 1 /2'.= 1' -0.. REF: 1 /A2.1 SCALE: 1 1 /2"l= 1 ' -O" 5/8" MTL. STUDS N/ /S" GYP. BD. EACH SIDE TD. ND. 51LL BELOW "X 1 1/2 "X.05 LUM. CHANNEL. ROVIDE . SPACE BETWEEN HANNEL AND STUD 15ULATE VOID. /S" THK. BOND BREAKER. APE N/ SEALANT AGH SIDE GHED. NINDON r-LrA `I REFI:1 /A2.1 SCALE: 1 1 /2" = 1' -0" —FILL VOIDS AT CORRUGATED ROOF OR FLOOR DECK " J TRIM CEILING GRID s TILES ` CONT. SOUND ATTENUATION METAL J TRIM _ LINE OF CEILING SOUND BATT. INSULATION v 5/5" TYPE X GYP. BD. EACH 51DE 5/5" GYP. BOARD OF 5 5/8" METAL 5TUD5 @ 1 6" U.G. 4" OR 6" 5TUD5 5 5/5" 25 GA. NHERE NOTED ON PLANS MTL. STUDS @ 1 6" O.G. CONT. ACOUSTICAL SEALANT BOTH 51DE5 TYP. FLOOR TYPE tiJ 1 —HR. RATING UL# 465 FA ITI TT K-EF: 1 /A2.1, 1 /A 1 /A4.1, 2/A4.1 — X — BRACE '511 dim "LAY -Nife East $114 201 CAP slafimp Texas 7780 houg 1791260.263 fa s7- w vww� a rkIttX < eam §-:m o-- NOT TO SCALE ('NEKAL NOTES 1. ALL PARTITIONS ARE TYPE 5 TYPICAL .UN:.E55 NOTED OTHERNI5E —RE 2/A2.1 FOR PARTITION TYPES. ALL WALL SURROUNDING THE TOILETS ARE TYPE 2. DIMEN510115 ARE TO COLUMN CENTERLINE, GENTERLINE OF PARTITION OR FACE OF STUD, — TYPICAL UNLE55 NOTED OTHF—RN15E 5. ROOM FINISHES ARE TYPE A TYPICAL UNLESS NOTED OTHERNI5E ON FLOOR PLAN 4. REFER TO 1 /A5.2 FOR NINDON TYPES 5. REFER TO 1 /A8.1, 1 /A8.2 FOR REFLECTED CEILING PLANS 6. REFER TO 1 /A 1.5 FOR ROOF PLAN 1. REFER TO A5.1 FOR DOOR SCHEDULE: DETAILS 6. MOUNT THERM05TAT5, LIGHT 5NITGHE5, ETC. AT 45" MAX. A.F.F. MOUNT ELEC OUTLETS AT 15" A.F.F. MIN. TO BOTTOM OF PLATE rf. REFER TO 1 /A 1.5 FOR 51TE PAVEMENT ADJACENT TO BUILDING 10. FURR OUT AROUND ALL COLUMNS AS SHOWN ON PLAN KITH 5/5" GYP. BD. AND 1 1/2" OR 5 5/5" 5TUD5. N i1 An. r ;. i V u hid I� f� F�d PROJECT NO. 0504 PATE JUNE 2005 FINISH NOTES.. I �° REFER TO A5.1, 8:2 FOR CEILING FIN15HE5 O' 2 4 10' PLAN m m .,,._,. , \( k * A FLOOR: VINYL GOMP051TION TILE G FLOOR: EPDXY COATED GONG. E FLOOR: CERAMIC TILE NORTH 1' 5' BASE: 4" RUBBER COVE BASE: 4" RUBBER COVE BA5E: CERAMIC TILE I PLANTING BED ��U ���►� G,+�L.GUL.?°INS — �Y� LLS: AI TED m 3' 15' l �� lk dw 6 1 NALL5: PAINTED GYPSUM BOARD NALL5: PAINTED GYPSUM BDARD NA P N GYPSUM BOARD < TOTAL SQUARE FOOTAGE 23,'160 o � \ b CERAMIC TILE ON NET WALL ONLY 1 /A5.1 , J 2NI� FLOOR GORE SPACE -1,6Oq I . � ` O �2 ' I FLOOR: CARPET FLOOR: PORCELIAN TILE FLOOR: EXPOSED GONG. GR055 5MARE FOOTAGE 22,151 �y KEF: 1 /A 1.1 5C ALE: 1 /8" m 1 ' -D" O F 1 s BASE: 4' RUBBER COVE BASE: 4 RUBBER COVE (PORCELIAN TILE AT LOBBY NALL5: PAINTED GYPSUM BOARD {NALL5: PAINTED GYP. BD. BASE: 4 RUBBER COVE NALL5: PAINTED GYPSUM BOARD ROCK FACED GMU 1 /2" GYP. SHEATHING ON 6" '1 5 GA. METAL STUDS @ 1 '6" O.G. N/ BATT. INSULATION DAMPPROOFING 5/8" TYPE X GYP. BD. ON 5 5/5" MTL. STUDS @ 1 6" D.G. OF PARTITION AND MULLION TYPE BU nia 5/5" tYPE X 5P. ON 5 5/5" METAL 5TUD5 Lai 1 ro" Oic. 1 1 /� COLD ROLLED MTL. 6 56HEi:5. ALUM. FRAME 4&LA65 ROCK FACED GMU DAMf::'I=ROOFIN(5 142" 6YP. 5HEATHIN6 ON ro" 15 &A. METAL 5TUP5 @ 16" O.C. Vq/ BATT. IN5ULATION MTL. rH) 4 (sLA55 5/8" TYF ON 6" 1 8 METAL 5 V-0 5CALE: 1 1/2" = 1'-0 5 5/5" MT @ i ro " O.G. 5/5" TYPE X c9Yf-. BM ON 5 5/8" METAL 5TUV5 Q 1 0.0. 2 1 /2' METAL 9TUD5 5TEM- COLUMN CEMENT PLA5TER ON METAL LATH YVMETAL J 5EAb BACKER ROD 45EALANT ROCK FACED GMU ::?AMPPROOFIN& 1122" GYP. SHEATHING ON 5" 15 &A. METAL 5TUP5 p 1 ro" O.G. vql BATT. N5ULATION 5/5" TYPE X GYP. BD. ON 5" MTL. 5TUD5 & 16" O.C. -- A I .@-- 01 .1 ? All = - I I I I — �0 M 46nTsky Dth East SA , 244 C Swim 7944 9-31 � 2*602.635 FAX 479/844V24 ww' � a rk It A. a VA . 0'* ROCK FACED cmu :.2 01 4'-0" OAMPFROOFINO /2" &yf- 5HEATHIN&,ON 1 & &A. METAL. 5TWD5 1 b" O.G. A/ BATT. 1145ULATION 11 STEEL COLUMN 2 1/2"METAL 5TUDS ion Q 0-- vas: -I io x s=a A M . 4 IJOifil — 1 All PLAN X-0'/"1!TAIj� CAST 5TONP COLUMNS ANI PEDIMENT. REF: SHEET A EIF5 CORNICE, TYP. COLOR # 1 - ROCK FACE BLOCK CEMENT PLASTER OF 51JILPINO COLOR # 1, TYP. PREFA5RICATtP METAL ARAPET CAP,.TYP. 2CJ 19 18 1 1 16 T.O. PARA EIF5 r,6pNlcr::, TI GRAY TINTED (65LA55 4 T 3 5' - S T 0\/ERf=LbVq COLOA#1 IN CL : EAR ANO IZEP ALUM. FRAME,T 50UPPEki TYP. , T.O. PARAPET J. CEMENT PLA5TE FPA�, - - 35'-5" BANDS COLOR # k 1 rEMtNT PI-AvreR 6i:1 I TYF. COLOR #2, Tyl . T. O. PA TT* 5:V 4 2 1� - ; f 52-4 fH E 7 --------- - --------- - Erik fi CAST STONE M E VALLION, TYP. r a 1 sv 'y INE mom FAME= Nam ® ® - e ®' NUNN t t1 t h- . . . . . . ME F r�&+i i!Nizwru-L/ i rm� w rir.Lwr -! vii i m 5UF'f'bRT TUBES, E5GUTCHEC ?N PLATES, AND KEOF-55E5 LI(5HT5. REF; 5/A6.2 - T.O. PARAPET 241-7& F.F. lat CL& 4 0F: 1 /Al. 1 SCALE: 1/6 1 1-011 T.O. PARAPET 55 T.O. PARAPET 55-5" EIF5 cogNiar=, TYP COLOR # 1 GEMENTPLA5TER COLOR # 1, TYP. — T.O. PARAPET EIF5 CORNICE, TYP. CEMENT PLASTER COLOR #1 T.O. PA RAPET BANDS COLOR 1, 55-5" ROCK FACE BLOCK, TYP. EIF5 CORNICE, TYP. COLOR 1 CEMENT PLASTER BANDS COLOR # 1, TYP. ROCK FACE I-Or'K 5CHF-P. LIGHT FIXTURE CENTERED IN CAST STONE MEDALLION, TYP. 1T tr A it 0504 .t7 ti Fw rr P tit if k 1 i IM t. i . 7r 9 Y 4a 4 MUM " ' 51 t t1 t h- . . . . . . ME F r�&+i i!Nizwru-L/ i rm� w rir.Lwr -! vii i m 5UF'f'bRT TUBES, E5GUTCHEC ?N PLATES, AND KEOF-55E5 LI(5HT5. REF; 5/A6.2 - T.O. PARAPET 241-7& F.F. lat CL& 4 0F: 1 /Al. 1 SCALE: 1/6 1 1-011 T.O. PARAPET 55 T.O. PARAPET 55-5" EIF5 cogNiar=, TYP COLOR # 1 GEMENTPLA5TER COLOR # 1, TYP. — T.O. PARAPET EIF5 CORNICE, TYP. CEMENT PLASTER COLOR #1 T.O. PA RAPET BANDS COLOR 1, 55-5" ROCK FACE BLOCK, TYP. EIF5 CORNICE, TYP. COLOR 1 CEMENT PLASTER BANDS COLOR # 1, TYP. ROCK FACE I-Or'K 5CHF-P. LIGHT FIXTURE CENTERED IN CAST STONE MEDALLION, TYP. 1T tr A it 0504 .t7 ti Fw rr P S A I . w i IM t. i . 7r 9 -------------------- CEMENT PLASTER COLOR # 1, TYP. — 44 BLOCK 5M60TH BEHIND FIXTURE. YqEST ELEVATION OFF051TE HAND Ml 'EVATION La: 15T F.F.,k 01 T.O. PARA ET J, _O. PARA ET 3 T.O. PARAPET lmii Colbft stafioll, Tens 77-8 h"g 97912604635 fa i 9701W04 CEMENT PLASTER COLOR # 1, TYP. ROCK FACE! BLOCK EIF5 CORINIzE, Trp. COLOR # 1 2 Np, F.F. SMOOTH FACE BLOCK BAND PREFIN15HF-D METAL CANOPY 114) RECESSED L16HT5. REIN: 51A6.2 ROCK FACE! BLOCK TYP. 15T F.F.,k PENFER 1' -1 O" HIGH FALITINO 501-0 BACK Lit CHANNEL LETTERS. OF BUILDING VERIFY TEXT WITH OWNER PREFABRICATED METAL FARAf:]ET CAP, TYP. :2 1 EIF5 06RNICE GR AY TINTED &LA551 CLEAR TYP. ANovizev ALUM. FRA r=,TYP. T.O. ARAPETJ, 59 1 5 .. "PA ND REL 6LA55, CEMENT PLASTER 7-3 TYP. ENT PLASTE BANDS, TYP G HATCHED, TYF. Y OLOR #22, �J ti 0504 5. ti T. P S A I . w i IM Z. Y 4a j V CAST STONE COLUMNS CLEAR ANODIZED' ALUM, AND FEviMdNT STOREFRONT ENTRY DOOR, REF: SHEET A6.4 FRAME, 4 VqlNbOVq5 TYP CEMENT PLASTER COLOR # 1, TYP. — 44 BLOCK 5M60TH BEHIND FIXTURE. YqEST ELEVATION OFF051TE HAND Ml 'EVATION La: 15T F.F.,k 01 T.O. PARA ET J, _O. PARA ET 3 T.O. PARAPET lmii Colbft stafioll, Tens 77-8 h"g 97912604635 fa i 9701W04 CEMENT PLASTER COLOR # 1, TYP. ROCK FACE! BLOCK EIF5 CORINIzE, Trp. COLOR # 1 2 Np, F.F. SMOOTH FACE BLOCK BAND PREFIN15HF-D METAL CANOPY 114) RECESSED L16HT5. REIN: 51A6.2 ROCK FACE! BLOCK TYP. 15T F.F.,k PENFER 1' -1 O" HIGH FALITINO 501-0 BACK Lit CHANNEL LETTERS. OF BUILDING VERIFY TEXT WITH OWNER PREFABRICATED METAL FARAf:]ET CAP, TYP. :2 1 EIF5 06RNICE GR AY TINTED &LA551 CLEAR TYP. ANovizev ALUM. FRA r=,TYP. T.O. ARAPETJ, 59 1 5 .. "PA ND REL 6LA55, CEMENT PLASTER 7-3 TYP. ENT PLASTE BANDS, TYP G HATCHED, TYF. Y OLOR #22, �J ti 7 0 W5 f. z. s. Le W N, -n LEA 1 . � Ely mol 0504 5. ti T. P S A I . w i IM Z. 7 0 W5 f. z. s. Le W N, -n LEA 1 . � Ely mol 0504 5. ti 2005 P S A I . w i IM 7 0 W5 f. z. s. Le W N, -n LEA 1 . � Ely mol 0504 5. ti 2005 P S A I . w i Kt 7 0 W5 f. z. s. Le W N, -n LEA 1 . � Ely mol 0504 t i ti 2005 P S A I . w i Kt 7 0 W5 f. z. s. Le W N, -n LEA 1 . � Ely mol - P CK FACE BLOCK, TYP. d 4 Sn' —R EIF5 CORNICE wo Lg rENTS, TYP. OLO R#1 2ND F.F. 0504 t i ti 2005 Ptt S A I . ar i Kt - P CK FACE BLOCK, TYP. d 4 Sn' —R EIF5 CORNICE wo Lg rENTS, TYP. OLO R#1 2ND F.F. m t 0 0 i cif a. r 0/a I rs 0504 t i ti 2005 Ptt S A rC m t 0 0 i cif a. r 0/a I rs 0504 DATE ti 2005 S A A ar m t 0 0 i cif a. r 0/a I rs ........... w. -10 5PA NDREL GLA55 GRAY TINTED 6LA55 0 BOTTOM, TYP. IN CLEAR ANODIZED ALUM. FRAME, TYP. Jt it all 'N RTH A RE F: 1 /; .. 1, /A :2.2 PREFABRICATED METAL 4" SMOOTH FACE CONC. 51-06K 5ILL,TYP. LEVA 10 N CEMENT PLASTER ROCK FACE BLOCK EIF5 GORN16E, TYP. 4" SMOOTH FACE BLOCK BAND fiA 4" SMOOTH PACE BLOCK BAND ROCK FACE BLOCK, TYP. 15T, F.F 01 ocs FRIOJECT NO. 0504 DATE ti 2005 A t 5 Y 4a ........... w. -10 5PA NDREL GLA55 GRAY TINTED 6LA55 0 BOTTOM, TYP. IN CLEAR ANODIZED ALUM. FRAME, TYP. Jt it all 'N RTH A RE F: 1 /; .. 1, /A :2.2 PREFABRICATED METAL 4" SMOOTH FACE CONC. 51-06K 5ILL,TYP. LEVA 10 N CEMENT PLASTER ROCK FACE BLOCK EIF5 GORN16E, TYP. 4" SMOOTH FACE BLOCK BAND fiA 4" SMOOTH PACE BLOCK BAND ROCK FACE BLOCK, TYP. 15T, F.F 01 ocs FRIOJECT NO. 0504 DATE JUNE 2005 A t 5 Im ___ ® ___. tV 0 CONTINENTAL CAST STONE COPING MODEL # G551 OW L BOND BEAM W(1) #4 CONT. GROUT ALL CELLS 50LIP 1 GROUT REINFORCED CELLS SOLID (48" O.G.) I - -I- HORZ. JOINT REINF. AT 16" O.G. VERT. 8" ROCK FACE GMU _I' -. N iQ NUI �E TYP. E WALK - sROOM FIN15H ?T (V E 7 CONTINUOUS THRnUEGH EXP. JOINTS #5 BAR5 AT 4' -0" O.G. #4 BARS 4' -0" LONG AT 2' -0" O.G. EXTEND INTO GRAPE BEAM 15" MIN. I A K f REF: 1 /A 1. 1 SCALE: 1 " =1 ' —O .11. CONCRETE PAD W / #4 BARS AT 12" O.G. E.W. NEW CURB GUT o f - I FIRE LANE SIGN REF: 8/A 1.1 (SIM) CONCRETE FOOTING W /(3) #6 V I I AT TOP AND BOTTOM AND #3 I • I 5TURRIP5 AT 12" O.G. COMPRE55A51-E FILLER AND SEALANT ° I #5 BARS 18" LONG, _ I I SLEEVE DRIVEWAY END 1 l #4 BAR CONT. TOP AND BOTTOM IJ 1 GONG. PIER AND REINF. 1 {°I -REF. 5TRUC. V-0 11 REF: I /Al. 1 f it ih m z 1 ' -O" RESERVED PARKING II ACMSIBLE II ,ALE: 5/4" = 1' -0" 12"X 15" REFLEGTIVE FIN. METAL SIGN SIGN TO READ "FIRE LANE. PARKING IN PE5I6NATED SPACES ONLY" AT SIM. 1 2 "X9" REFLECTIVE FIN. MTL. SIGN AT VAN ACCE551BLE SPACE ONLY �--- — 2 1/2" DIAM. GALV. 5TL. PIPE COLUMN SET IN CONCRETE FOOTING. PROVIDE GALV. 5TL. GAP WELDED TO TOP I 1 OF PIPE. PAINT PIPE AND GAP. I 1 ICI I ALL CHARACTERS MUST BE L J� 60" MINIMUM ABOVE GRADE OR 51PEWALK. : 1/,1.1 SCALE: 5/4 " =1' —O" � 41 Q m . d G1 . _ d EXIST. PRIVATE I CONCRETE PAVING REF: 5,61A 1.1 1/5" RAP. TOOLED EDGE EACH SIDE 1/2" JOINT W/ COMPRESSIBLE FILLER AND SEALER #5 X 1' -6" SLIP DOWEL5 — 012 ,1 0.0. r- 51)156RAPE AS 5PEG'D 5UBGRAPE AS 5PEC'D 1- #4 BAR CONT. @ BOTTOM GONG. 51DEWALK 1/2" JOINT W/ COMPRESSIBLE FILLER AND SEALANT: TOP 4 BOTTOM OF RAMP 4 1/2" THK. GONG. RAMP @ 1:1 2 SLOPE MAX W/ 1:50 MAX CRO55 SLOPE #5 BARS @ 12" O.G.E.W. SURFACE- 1 /8" DEEP GROOVE5, 1 /2" WIDTH, 1" APART. PAINT RAMP W ILT. REFLECTIVE EXT. PAINT, GONTRA5TIN6 COLOR GONG. DRIVE #3 DOWELS X V- 6" LG. @ 1 6 "O.C. PROJECT 51TE --� 6' -O" 5U5GRAPE AS 5PEG'D. S � "SS �G �O 1 L UR�3 C� �alt� , l�l� EXPANSION .JOINT I 1�1�1�1� o o R �' VICINITY MAP REF: 1 /Al. 1 SCALE: 1 " =1' —O" REF: 1 /A 1. 1 SCALE: 1 " =1' —O" REF: 1 /Al. 1 SCALE: 1 " =1' —O" NOT TO SCALE GONG. ASPHALT LOT 7, BLOCK 3 N/F ZONED G- 1 ZONED G -2 — E GARTER ,4 N 5'1 °50'33" E 430.83' ME5URED CHILDREN'S TRUST � 20' PUBLIC UTILITY 1 �"` m ® -' ® m m m mmm■ 0 0 m m EASEMENT / -1 - - I - - _ - - - - - - - - - - - _ _ _ _ '1' -6" BUILDING 5ETBAGK \ zl 4 m m moo m m m m m m m m ® 1 I _ - - - - - - - - - - - - - - - - - - - - - - _ - _ 15 6" 1 9' 1 O' -5" 7 SPACES @ 9' -O" O 9' O' 9' -O" 5 _p 8 SPACES @ 9' -O "- "5 =t7 "- - - - - - - _ _ _ _ _ _ _ _ _ O O _ _ 6 3' -O" 7 2' -O" N to - - - - - - - - - - - - - - - - - - - - - - - DUMP5TER �v 1 74� � ENGL05URE ASPHALT PAVING OWNER: 1-55AL OF- 5GRIFTION REF: ,7 /A 1.1 REF: 5/A 1.3 TRANSFORMER 566 HEART 11 LOT 8 BLOCK 3 1 605 ROCK PRAIRIE RD., SUITE 31 D 2.75 ACRES N/F COLLEGE STATION, TEXAS 77845 DENNI5 W. HU5FLEP AND H.G. RKIN SIGN b E GONG. 979-764 - 1 1474 R05TELL CHAPMAN HG REF: /A 1.1 51D ALK 4484/301 'y0 ,0 AV � � PART IN6v ANALYSIS / , ❑ WATER LINE t f ti tl r ° FIRE HYDRANT z ° L -1 3 1 > ® v r m ° ° 1 IL ( UTILITY DEMANDS ZONE G 1 - COLLEGE ° O 5,_p, MIN MAX AVG STATION MEDICAL 45' -O" 8' -D" 8' -0" 9' -O' 20 -0" 43' -O" �O' -O" WATER (GPM) O 90 <1 I 9' O" 8' -O" 8' -O" 8' -O" 45' -O' ° CENTER. BLOCK 3, �?::: 1 BELMONT PLACE #2. 1 1 O ® 1 I N ® 1 I DOMESTIC fRRaGATIOht 5 GONG. ® � VA. TEI mETEi25 5 DE ALK � i!i ® 1 1 — _ ® 1. , 3 1 I O A l to - ® H.G. VAN PARKING SIGN H.G. PARKING SIGN H.C. PARKING SIGN LIGHT BOLLARD, TYP. OF 8 ® 1 Iw 1 ' ® Q REF: 8/A 1 .1 - - -� _ REF: 8/A 1.1 (51M.) 4 BIKE RACK -d; � `'` S1A _ H . PARK SIGN REF• 7. O o — ct) 6' S1DEWtLK I 1 -Q" R ' I 10 GONG. 51DEWALK ® 1 1 W 1 I c Z ® 1 1 F 25-0" R SIDEWALK RAMP NEW SANITARY ® 1 1 HG HG 5-0" R U ml I I O HG HG REF: 3/A 1.1 TYP. O 5EWER LINE I VAN " ® , � I ca 6 5PAGE5 @ 9' -O" FIRE HYDRANT EXIST. SANITARY 54' -O" 1 ® 1 O 0 0 `o FORTE COCHERE I a SEINER LINE 1 t o U WATER LINE t f ti tl r ° FIRE HYDRANT z ° L -1 3 1 > ® v r m ° ° 1 IL ( UTILITY DEMANDS ZONE G 1 - COLLEGE ° O 5,_p, MIN MAX AVG STATION MEDICAL 45' -O" 8' -D" 8' -0" 9' -O' 20 -0" 43' -O" �O' -O" WATER (GPM) O 90 <1 I 9' O" 8' -O" 8' -O" 8' -O" 45' -O' ° CENTER. BLOCK 3, �?::: 1 BELMONT PLACE #2. 1 1 O ® 1 I N ® 1 I � 1 � ® 1 1 ® 1 I O to ® 1 Iw 4 I 10 GONG. 51DEWALK ® 1 1 W 1 I F 40' -0" O I in I " ® , I 6 5PAGE5 @ 9' -O" 54' -O" ® 1 I I 5' -0" R WOOD GATES (CEDAR) W/ 1- 1/2" WELDED TUBE STEEL FRAME. PROVIDE LATCH, PIVOTS AT POSTS, AND CANE BOLT ASSEMBLY V4/APPLIED 5TRIKE AT CL05ED POSITIONS. PROVIDE FAULTLE55 SERIES 3400 RIGID CASTOR ON EACH GATE (5 "d) VULCANIZED RUBBER 5HEEL MODEL #3418 -5) 4" DIAM. STEEL P05T W /CLOSURE PLATE WELDED TO TOP. SET IN MIN. 3' -0" DEEP X 12" DIAM, GONG. FOOTING GONG. BLOCK WALLS GONG. FIER T1 _ O 1 5 56° 1 q' 1 3" W 3 7 4.1 8' MEPtSURED 14 "X 3" HOLES FOR CANE BOLT 1/4" GALV. 5TL. PLATE 3"X3" EACH. EPDXY ANCHOR TO SLAB. ANCHOR BOLTS SECTION AT STOP CONCRETE 51DEWALK W/ #3 BARS @ 12" O.C.E.W. 1 /2" JT. W/ COMPRE55ABLE FILLER AND SEALANT 1 - #4 BAR GONT. @ TOP #5 DOWEL X 1' -6" @ 1 O.G. #5 X 1' -6" SLIP DOWEL @ E.J.'5 (30' -0" MAX 5PAGING) #5 5AR5 X V -6" @ V -O" D.G.- BENT 51 1 CONCRETE PRf W/ #4 BARS @ EXISTING 51DEWALK 20' PUBLIC UTILITY EASEMENT SEWER(GPD) O 2200 1100 1 1 O 5' -O" O I GAS (MBH) - N/A - ° s ® � OVERHEAD GONG. CURB, PARKING LOT U1 r PHASE LINE I ELECTRIC u -� TYP N LIGHT, TYF. no ` REF: MEP O r ry 6 \ 1 o Ap w� 0 ®� r NEW WATER 1 O MAIN W - 0 -' ASPHALT FAVIN6 I �! I REF: 5/A 1.5 0 — 1 1 ' ani ® O O 0 = 0 APPROXIMATE LOCATION ® Q ' O , n I OF NEW DETENTION POND. d0 REF: CIVIL ® VI�1dED I a- _I ( APPROXIMATE LO C OF WATER LINE ATION 1 O PLI pp��� 9 +�C / 1 C -o" W. FLUME 1 C C T 5 2005 b c _ I 4 O �S. DETENTION OND OLLE ((�� 'E ST ATION _ — — — — 1 oTORM LIN LO NT SEREI SI E ' 40 -0" o,. HEADWALL 1 ' 231 -0 28' -6" O ('� �y I ° STORM DRAIN Y - .___ — RCP- REF CIVIL � � MANHOLE ®, FIRE LANE CURB — 4O -p — — ® REVSION5 G 5TRIPIN, TYP. m I 5 5PAGE5 @ 9'-0" 'J- I� 24' -0" 67' -6" m I FREE STANDING 55BLICITTILITY _�--- ( NUMBER PATE SIGN 45' -0" I REF: 4/A 1.2 .- EASEMENT ' CODE RE q ftUG 05 PLAT 3582/295 WATER LI CODE REV 6 G'Ef t�5 ell RISER A FIRE LA IGN 2Q_Q REF: 8/A 1.1 (SIM) ; 1 5' 51DE STREET SETBACK LIPI I 25' -O" `; '.` 25' -D" R STORM RELOCATE R REMOVE ( ® DRAINAGE JOB 51GN EXI5TIN61 STREET LI L ®' GHT dd FIXTURE � CURB REF:2 /G 1.1 LIGHT P s , PROJECT NO. 0504 DATE JUNE ZG�05 BACK OF CURB N. RIM ELEV: 297.49 ELECTRICAL 208' TO 236' TO GA5 LINE GAS MEP. DRIVE LONGMIRE DR. R15ER STUB -OUT NEW RAMP ± NEW RAMP PLAN NEW SIDEWALK p' 10' 20' 50' Mk 630 TO REF: 3/A 1.1 OFF. RIGHT DRIVE REF' 3/A 1.1 NORTH NOTE: ALL ROOF AND GROUND - MOUNTED 13 I R M I N G H A M I V MEGH. EQUIP. SHALL BE SCREENED FROM VIEW .e .� 5' 15' 25' OR 150LATED 50 AS NOT TO BE VISIBLE FROM ANY N� e a I L N (MINOR COLLECTOR, 60' R.O.W.) PUBLIC RIGHT OF WAY OR RESIDENTIAL DISTRICT WITHIN QTy REF: SURVEY /CIVIL DR,�+WINGS SCALE: 1 " = 2 ®'— ®" OF 1 8 15o OF LOT, MEASURED FROM A POINT 5' ABOVE GRADE. NOTE: PROVIDE CONTROL- JOINTS (1/4" DEEP TOOL EDGE) @ 5-0". PROVIDE EXPANSION JOINTS @ 20' -0" O.G. it I Uaivetsity Dfice Eatit Suite 201 College station, Texas 77840, Phone 9791280 -2635 Fax 9791846 - www.arkitex.com �4o k A - ,iNnr ;41v0 t�OSO 'ON 1 a a F---d � �f �j a�a �d tJ U� �a ti ti UO 2 1OHNbW NI'210 WalO1S 3N1"1 W21O15 of iiyjlno �)d NOI1N313a 9NI1SIX3 I Z-7 a3NOZ I L -7 03NOZ a��nsyaw ,sg•os� a „ss,osat s N r 4' j f _ ( I - r• , /) ' I le CM-101S ,, ,, d I .. 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