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HomeMy WebLinkAboutDrawingsit SITE LAYOUT I� NOT TO SCALE u' ISI N Z 00 uj S STAKE ABOVE FIRST BRANCHES /`� ' OR AS NECESSARY TO KEEP a FROM SLIPPING — '-- 12 GUAGE GAL WIRE} 1 2 DWA(�F BURFORD HOLLY IN 1" DIA. ENCASED, RUBBER HOSE 5 G L. ; 3 O. C. 3 METAL "T" POSTS PLANT SO THAT TOP OF ROOT r' o BALL IS EVEN NTH THE Fo�� CREPE MYRTLE FINISHED GRADE 1.5 X BALL DIA. FORM TREE WELL JII 2 ULCH ��S� F2T *0 8" IN HEIGHT " �ti ' / '/A!� , ,e W .:'t z SPECIFIED PLANTING MIX as �` ,.. a WATER & TAMP UNDISTURBED REMOVE AIR POCKETS '�:•�' . ° � 4 CEDAR ELMS, 30 GAL. (,� �o C)� H SOIL O a REMOVE EXIST. SOD, BREAK SOIL ee� �� o �\ �w r J H TO 8" DEPTH X15 I.. w ��o TREE PLANTING ON LEVEL GROUND � bbob � � o SCALE: NOT TO SCALE / D nd d G- O�A . // ° W5 : a° FA GREEN JUNIPFR,5 GAL. K d h� d 5 EXISTING ITALIAN CYPRE55,4-6" CAL. (NON DARRICADED,NON CANOPY TREE) O GA` METER REMOVE A MIN. OF 6" OF CLAY SOIL(ESPECIALLY COMPACTED FILL) a' EXISTING IN BED AREAS. TOP OF MULCH TO BE 4 (� BELOW WEEP HOLES IN CK WALL / 10 INDIAN U) HAWTHORN W 2" THICK HARDWOOD MULCH EXI5T.24" ARIZONA ASH / 5 GAL.,3'--Or.C. _- _ fdj („� s EL EDPING _ _ _ TO BE REMOVED- 1 1 X 4Lu �•:r� _: ; 4, ", : ,; ..,�,�,:,-- •w '.;: :;.: FINISH GRADE ;.:p�: .��,..,:�x .: « 0.489 ACRE TRACT NOTE:BEDS NEAR WALK5,IN5TALL EDGING AT ALL SIDES / SEA GREEN J U N I F 5 GAL. —j MIXED TOPSOIL BEDS NEAR PARKING LOT, (1/2 TOPSOIL,1/4 DECOMPOSED PINE BARK MULCH, INSTALL EDGING NEAR GRA55 ONLY 1/4 COMPOST u�l ® Z J�G UJ uj PLANTER BEI) SECTION g90 �(,°a scaF: NOT SCALE ° ftaftQ) W e � \ LOT 3 TEXAS 707 5UBDIV1510N0 I WARE URFORD HOLLIES C (� Q PLAT 2740/227 9 - LANDSCAPE NOTE.. s(D/ 5 O.C. rN/��4sF • 0 I . IRRIGATION PLAN5 ARE 0) 2. IRRIGATION SYSTEM ML OT INCLUDED T BE DESIGNED WITH THESE DOCUMENTS.ui AND INSTALLED BY A LICENSED IRRGATION J INSTALLER. 51TE DEVELOPMENT 3. IRRIGATION SYSTEM ML 51TE AREA= 2 1,300 5Q.PT. / REDUCED PRESSURE Fi T BE PROTECTED CIPLE BACK FLOW BY EITHER A PRESSURE VACUUM BREAKR, A DEVICE, OR A DOUBLE-CHECK BACK FLOW J + 2 1.3 X 30=639 POINTS REQUIRED DEVICE, AND INSTALLED i 4. CONTRACTOR SHALL / 5 PER CITY )UIRE 100%a ORDINANCE i COVERAGE 2394. r OF GROUNDCOVER, DECORATIVE 5TREET5CAPE O PAVING, DECORATIVE 106' STREET FRONTAGE =4.2 TREES REQUIIRED ® ISLANDS, 5WALE5 AN / CK (NOT RAINAGE LOOSE), AKEA15, OR A PERENNIAL GRASS IN PARKING LOT THE LOT PARKING LOT SETBACK, RIGHT5-OF-WAY, AN JACENT PROPERTY DURING CON5TTRUCTION. 300 POINTS PER 50 LIN.PT.REQUIRED 15006 = 2. 1 2 / LOT 4 5. ALL BACKFLOW DEVICE` CITY ORDINANCE 2394. O MUST 13E 11\15TIALLED AND TESTED UPON INSTALLATION AS PER TEXAS 707 SUBDIVISION 2. 1 2 X 300=636 PT5.REQURE1) FOR 5TREET5CAPE TREES + PLAT 2740/227 TOTAL POINTS REQUIRED= 1,275 / ER051ON CONTRO . CONTKACTOR/OWNER I' 5TOf-M WATER MITIGATION: FILING A NOTICE TO INTENT RE5PON51BLE;FOR 101UTiuTr (NOI) WITH TCEQ PRIOR. TO CONS7RU71 ION (IF NEEDED). EASEMENT 2• THE CONTRACTOR IS R / ASSOCIATED WITH TNI° NECESSARY TO PREVEP SPONSIB PROJECT THE TRANSPORTATION TILE FOR THE ALL STORM WATER POLLUTION PREVENTION CONTRACTOR SHALL USE ALL MEANS OF 5EDIMENT FROM THE PROJECT SITE. / 3. DUE TO A SMALL CROVA q IN THE CENTER OF THE LOT, ALL STORM WATER PRODUCED FROM THI5 SITE GENER TWO DIRECTIONS. I )C LLY SHEET LLECT5 IN FLOWS TH� OVER GRASSLAND AND PAVED AREAS IN FRONT OF THE LOT IN THE E15ENHOWER on 5 EXISTING BALD CYPRESS,3-4" CAL. SITE LEGEND SCHEDULE STREET RIGHT OF WAY / EXISTING PARKING LOT. ND 2)!N 11HE REAR OF THE LOT AND SHEET FLOWS INTO THE 5TREETSCAFE LEGEND SCHEDULE 3 ! BURFORD HOLLY IL EX CORNUTA BURFORDI NANA 5 GAL.. I O 3 1 O 4. CONTRACTOR SHALL R AWAY FROM ALL BUILD -CONSTITUE 4G5 AND 51 5TRUiCTURE5 FE GRADING AND ENSURE POSITVE DRAINAGE CONTRACTOR SHALL REMOVE ui .. SILTATION FROM ALL D NO 2 SEA GREEN JUNIPERS JUNIPERUS CHINENSIS 'SEA GREEN" 5 GAL. i O 20 5. THE CONTRACTOR Sha' I CREPE MYRTLE "RED ROCKET" LAGER5TROEMIA INDICA 1 5 GAL 40 40 DISPOSAL OF ALL LIQU AINAGE L BE RESPONSIBLE AND SOLID SWELLS U AND/OR DITCHES. FOR THE CONTAINMENT AND PROPER. 'A5TE ASSOCIATED WITH THI5 PROJECT. THE CONTRACTOR SHALL ;U 10 INDIAN I- IAWT-NORN'CLARA' RAPHIOLEPI5 INDICA "CLARA' 5 GAL. 10 100 WIND BLOWN LITTER FF E ALL MENS M THE ROJECT. NECESSARY TO PREVENT THE OCCURANCES OF I 5 BALD CYPRESS (EXISTiNG,NON BARRICADED) 3-4" CAL. 40 200 4 CEDAR ELMS ULMU5 PARVIFOLIA 5EMPERVIREN5 30 GAL. 150 600 G ;i IIIIII TOTAL 5TREET5CAPE POINTS = 640 ! if {} 5 ITALIAN CYPRESS (NO BARRICADE) 4-6" NON CANOPY TREES 35 175 IGRAND TOTAL POINTS= 1 ,445 POINTS TOTAL POI NT5 = 805 ! OWNER �EOFTF, e•eeeee S � ee COLLEGE STATION CHINESE CHURCH 708 EISENHOWER STREET *ee e®•• le •••• Q„�;�� COLLEGE STATION, TEXAS 77840 JOE 1. GATS �eeeeeeeeeeeee eee�ee� (979) 696-2317 foee 90964 ��.<'e� e . Q e\��/ EN tea' `®�S ! DRAWN BY: JOE G. ONA' r+ ®i DATE: MARCH 2010 SCALE NOTED PROJECT #: GE018001 - Y M MANHOLE 611 SEWER LINE S.� - t • '1de.�ln y ° p• Q SITE a LOCATION m u � I ` _..1.<._•.: }tet p:+m°w.,t� ° \. UIr�F �w . •� n .cl I ° � sL-�� yy�� a rj I �T,M�,I" 1ayTppp , 'o � � � R2 : - � L � 1^•non iutuOEn.it. ri �4 �� �' � ,f.vA 't• n.r 011 - /jfyr.E 4M• •5.. � . � i . st. � i nlu+E C ^cniu _,1!�.E,p 1¢{ I u +• '��• - h 8 q wenn n.l w11rEu1 •� •. y) •°y lu.SJMu;o- �� . � .'`�' nlr . t " , ; luiilurot •� i `j v. MME • y — + " ej uocJr UTILITY POLE EISENHOWER STREET 50' R.O.W.. EXISTING 70 7 PARKING ' 8+ OFFICE COMPLEX FIRE HYDRANT UTILITY POLE DRAINAGE F� OW 1— X W LO N 11 PROPOSED a APR V D iI PARKING 707 OFFICE COMPLEX NOTE Contour Lines are estimates only Drainage arrows from observation Drainage to be adjusted if necessary after construction NOTE: Coverage of building on site = 26% NOTE : `32 Available Parking Spaces from 707 Complex NOTE' TRASH - Curbside Pickup - Bogs i EDU CATICINAL BUILDING. Submitted by SECOND BAPTIST CHURCH COLD GE STATION TEXAS Drawn by: R. J.ID 31 Holmgreen, Jr. i f. csn��y JUI Y 1978 _.. ._._. (.C-O'C�Et:-_�Ot�1t'�Lt ""j'EcsL-i'F_.a72-AW.1A1:G5 `S.t-�-'i5==5L---t�•2} �S_�-=-C✓�T�—G.T,���,�Ca1�1• --,_ S.T�1 . __..._. ., i''' __ �:C#.T_r_._M=.l'.:.-I�IC�:._G:[li:•j�l?:��:'.C:.:U.N.{li-�,.�_.__'_ _._._ __ _. ------------- i RESERVED SIGN PENALTY NOTES SIGN 1. ALL SIGN HARDWARE TO BE GALVANIZED. 2. USE SINGLE OR DOUBLE HEADED ARROW. MAY BE USED TO MARK MULTIPLE RESERVED PARKING SPACES. ARROW SHOULD BE OMITTED WHEN SIGN IS TO BE USED TO MARK A SINGLE SPACE. 3. FURNISH AND INSTALL SIGNS AT ALL HANDICAP PARKING AREAS. 4. MOUNTING HEIGHT SHALL BE AS FOLLOWS: 1" I PNv 4'Q` ��o J"Tle P �F. � \C�\aG e Q�P��P�-1 1� PQ 5 i it i' 11 SITE LAYOUTS oR` SCALE: 1" = 10' rep EISENHOWER STREET G-Sg-s S-sS-�S S S�--sS---ssr--SS- =s ss-�S--ssr-ss---ss--SS-SS-SSS--ss---ss-SS-SS�O ss --S S----Ss----Ss---s&-----ss-----ss---sS--SSS--JSs =s-SSS--SS-SS-SS-Ss- `'°��� �b 50' R.O.W. �,° ��OGPow��` o ��fi 14-4 THROAT �\ �\, °i±14P 6P��'' LENGTH ��� �F��� it EDGE OF PAVEMENT • W SIGN LOCATED IN GRASS OAN R PLANTING- V-0 SEE NOTE 6. °F R10' �° SIGN LOCATED IN PAVEMENT/PARKING LOT - 6-8" (TYP.) �- -•_ y. , mil. (3' OFFSET) S/F NIS' d/S = -`f 3/S 3/6 p PEDESTRIAN X-INr;� 2-3/8"0GALV. D° D ° ° PROPOSED 6' SIDEWALK• • D C• `.) V) , p ° JP 9` PIPE POST 12 12W 12W 1 12W 12W 12W 12�/°. 12 12W 12W 12W 12W, 1�W 12W. 012-=-dp 12W 12W 12W 12W 12W ° S 49°29'56" E 163.59' p ° D �C( LLEGE STATION g `° ' 4' 11" 24 R2' 7) C (NESE CHURCH P 3' 3" 332 332 3 o� LOCATION MAP \� J� �� �C' i SCALE: 1" = 500' 2'-6" O F° 20 TP=331.8T TP=332.15' G �� P�;P� ` EXISTING cA r n 12 ° TP- 2.15' �p� �i �P\ 5 4 � r ��F,`� FIRE HYDRANT I V N _ 18' CSG �� 6 \ �� 6GyQ GENERAL NOTE: C - kE AE \ \ N 0'Al ;` 1. HMA ELEV. 331.96' -ESTABLISHED BENCHMARK ELEVATION FOR EXISTING & � H AE AE AE AE �� GP d I PROPOSE ELEVATIbNS AND CONTOURS IS THE SQUARE CUT IN BACK OF CURB AT NO RESERVED SIGN 12"Sd 3- ;''�, AE AE AE AE AE AE \r ,` �3 AE AE qE PROP CORNER N EISENHOWER STREET. Z h RESERVED COLORS: CONCRETE 2 AE AE AE qE 2. THE CONTI CTOR S� BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL PARKING LEGEND &BORDER BLUE FOOTING �--� AE AE AE °% Q AE AE AE AE AE AE EXISTING C IES. T LEAST 48 -HOURS PRIOR TO BEGINNING CONSTRUCTION, THE W H * 0 BACKGROUND WHITE �� 9' � �` _ " WHITE SYMBOL ON BLUE BACKGROUND J� Y\g��QG�P l - - I 3. ALL CO S RUCTION 9HALL BE INCT )R SHALL iONTACT IACCORDANCE WITH B/CS UNIFIED DESIGN GUIDELINES AND ��j d Q5 18 W m 10 v I SPECIFICA' ONS FOR WATER, SEWER, DRAINAGE AND STREET CONSTRUCTION. TESTING SHALL I--' TEXAS MANUAL ON UNIFORM 37' .f > U 37' BE PERFO IN ACCORDANCE WITH THE CITY'S STANDARDS. ALL CONSTRUCTION SHALL BE TRAFFIC CONTROL DEVICES (R7-8) 'n Q 25 FRONT SET6ACK LINE ��_ r COORD WITH THE CITY ENGINEER'S OFFICE PRIOR TO START. Z go ccs W W N / d v f 4. THE CO CTOR IS RESPONSIBLE FOR ALL CONSTRUCTION SAFETY. CONSTRUCTION O y �� � 8E N .- \ y1 DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. ; F" 6" PENALTY SIGN COLORS: $ 50 - 200 FINE LEGEND & BORDER GREEN WITHOUT VEHICLE 9" BACKGROUND WHITE PERMIT TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (TYPE R7 -8A) HANDICAP PARI9NG SIGN N.T.S. 40'-01' (TYPJ o a U 0 D I 5. LOCATION F E}tISTIN 1 BURIED UTI( (TIES, WHERE SHOWN, IS APPROXIMATED ONLY. V ua Ix Z GP F� `'i } OTHER MAY BE PRESENT THAT ARE NOT SHOWN ON THE CONSTRUCTION W CL U � HC SIGN �� ( I DRAWING THE CONTRA OR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING OFALLBOI EDUTILITIES. 6. THE PROP ED BUILDINGS AND ASSOCIATED DIMENSIONS SHOWN HEREIN WERE w , Z� j PROVIDED Y MILES CONSTRUCTION CORP. TP -332.40 ,, ` UBJ T PROPERTY IS CURRENTLY ZONED R-6 AND WILL REMIAN R-6 MATCH ! I . o 9' 7. THE S T�- B2• 4 i 8. E.XT'ER104 UILDING!AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION � w U MAX 2% Off` t 7.10 OF UN(FIEDi DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT W PROJE OW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT F, �j LIGHT H ZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE m D' p D p \5�t� r PROJECTE CONE OF LIGIiT DOES NOT CROSS ANY PROPERTY LINE. D PROPOSEDp� AL?C MAX 2% F ° ` , ` 9. THE SU T TP=332.25' 5'x6' PROPERTY DOES NOT LIE WITHIN THE LIMITS OF THE 100 -YEAR 5'-9" 6'-311 FLAT RAMP 6 SIDEW D p F� ' I FLOOD UREA ASS ESTABLISHED BY THE FEDERAL EMERGENCY Z p MANAG AGENCY:M, kP NUMBER 48041C0144C, EFFECTIVE DATE JULY 1992. W Q 42 10. ALL PRO NFORMA N FOUND HEREIN, INCLUDING METES AND BOUNDS p' p /�� 5� } J DESCRIPTI NS & UTIL�� 11TY SEMENTS, WERE PROVIDED BY KERR SURVEYING, N TOS=332.75 S QJULY �� / tip` �� I 11. ALL S D ®6LKS AND i I SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH /n y 4i cel A.D.A. 3ICANS W THD SABILITIES ACT} AND T.A.S. (TEXAS ACCESSIBILITY 1 d7 I STAND ) REQU AND STANDARDS. W z D ' \o I ; 12. LANDSC DESIGN ALYSIS CAN BE FOUND ON SHEET L-1. o o 13. ALL CURB 1 II SHAI. L BE i' FROM BACK OF CURB UNLESS NOTED OTHERWISE. Ij Y FUTURE N nW `! I I I 1 14. CONTRACT R S -IYD O -MULCH SEED TO PROMOTE GRASS RE-GROTH TO ALL AREAS ' Z 40'-0" N / F D PLAYGROUND " \w w THAT HAV( BEEN DI D BY CONSTRUCTION. AREAz EXISTING CHURCH FACILITY i I 15. THERE WI NOT BE G OF EQUIPMENT AND/OR VEHICLES AT Q N 2 -STORY BUILDING THIS SITE r THIS . IF 3UCH CLEANING BEGINS OWNER IS REQUIRED TO oN \� 40'x 80' , . < i INSTALL;GRIT/OIL SAMPLING WELL PER CITY REQUIREMENTS. � 0 116. THESE CO TRUCTI DO S DO NOT CONTAIN NECESSARY DESIGN d - 3 ' (), INFORMATI N HER ED s FOR SUCH ADDITION(S). O QW '� ( 17. SIGNS: ALI . SIGNS SHALL BE PERMITTED SEPARATELY. `4.. D _ w I _ Y EROosION:ONTROL/STORM WATER MITIGATION: LV (J W D O IS RESPONSIBLE FOR FILING A NOTICE TO INTENT (NOI) O A. L. ROSPRIM = , '" 1 _ , _ _ _ -- . a _. uj CC Ill 55 % M 2• HE OEC' COR IOR S, RESP (IF NEEDED). (0.917 ACRES) - RESP NSIBLE FOR ALL STORM WATER POLLUTION PREVENTION / 1 �~ _ __ __ ASSOCIA _ WITH IS <P �yy,, t> CT. THE CONTRACTOR SHALL USE ALL MFAi ` r ZONING R-6 l r i ' ' - _ NECESSAR TO PRENT THE TRANSPORTATION OF SEDIINT FR NS i % 1 c t I 3. DUE TO A : CRO OM THE PROJECT SITE. � -� 45 - WN IN THE CENTER OF THE LOT, ALL STORM WATER PRODUCED 7 r I _ t !' f V7 FROM THIS ITE GENERALLY SHEET FLOWS OVER GRASSLAND AND PAVED AREAS IN C Z f TOS=332.63 -331 1 I TWO_DIRE4 ONS. 1)COLLECTS IN THE FRONT OF THE LOT IN THE EISENHOWER STREET Z 1 O ^ - "^- W 1 - �5 I PIG O L `T. )IN THE REAR OF THE LOT AND SHEET FLOWS INTO THE EXISTING LV v I �- f' ROOF DOWNSPOUT CONNECTION j RIGHT OF AY AND 2 w FF /IOS-332.75 �,G RE-CONSTITUE SITE GRADING AND ENSURE POSITIVE DRAINAGE Q N TO UNDERGROUND 8"� CARRIER PIPE S I ZI -j 4 AWAY FROMALL SHALL ILDINGS AND STRUCTURES CONTRACTOR SHALL REMOVE ' TYPICAL �e a RAISE, LEVEL & REINFORCE SIDEWALK W -PLACE Y �• I SILTATION OM ALL DRAINAGE SWELLS AND/OR DITCHES. CD rj ALL CONTAINMENT AND PROPER J S DO NOT DISTURB AJC UNITS 5. THE CONT ACTOR SHBE RESPONSIBLE FOR THE m DISPOSAL F ALL LIQUID AND SOLID WASTE ASSOCIATED WITH THIS PROJECT. THE Ac � G COORDINATE WITH LICENSED A/C COMPANY � Z I.I.I CONTRA R SHALL USE ALL MEANS NECESSARY TO PREVENT THE OCCURANCES OF WIND BLOWN LITTER FRONT THE PROJECT. 330 WATER 8: ANITARY EWER LOADINGS: ,U) 1 WATER GAB .DAILY FLOW 35 gpm, PEAK DEMAND 140 gp, NEW BUILDING= 10 FmTU13E UNITS La Z ; r I SEWER: A LOADING=32 gpm, PEAK LOADING=125 gpm I , , M �i W O: o PP►F;KING T DESIGN & ANALYSIS: " ' O V a o EJ EXPANSION JOINT } � I -6!� + I 1. THERE IS YIA SHARED PARKING AGREEMENT ON FILE WITH THE CITY CJ CONTRACTION JOINT / SAW JOINT ' t BE COLLEGE S ATION CHINESE CHURCH AND THE TEXAS 707 OFFICE 1 ' COMPLEX.J SAWED JOINT AND �' P G SPOTS PRO ED: 152 SPOTS 2 REARS ACK LINE ,/ (� EXISTINGADJ ENT- 16 O CONSTRUCTION JOINT DETAIL 332 STAIRCASE L� l ( ;' - �'' � �'; f .-= EXISTING: FRO COMPLEX - 129 N.T.S. 80 L.F. OF 8" HDPE STORM PIPE 1 -`} *PROPOSED SP TS - 7 U @ -1% GRADE w/POP-UP FUTURE INCLUDES 1 F ANDICAP SPOT (VAN ACCESSIBLE) COURTYARD ivi P�' \. 1 ^ f 2. PARKING: L T SHALL BE 51,ICK REINFORCED CO 1/4" JOINT SEALED WITH / --.__ __, ___.._ i _. ___''` J �` „� ..� " BOTH WA Ri _ I 12 ON CI SONNEBORN SLI, OR 20' �- z ` / / - -- -1 v - _ F�i 3. CONCRETE HALL BE 3,00 (psi AT28DAY STRENGT CO ISRES IBI FOj 4. S GLIB RAD GST BE TES G PLACEMENT. (5" SL Tr�.`� FORMED METAL APPROVED EQUAL. p �' ��e __ rMAINTARg SLUMPbUlll 331 KEYWAY PLATE 0 0 5 TED, ROLLED AND COMPA TED TO ASTM D698 STANDARDS. Z CONTRA R SHALL REMOVE & REPLACE ALL B PUMPING AREAS WITH SELECT FILL. Q 3/4" SEALANT DEPTH o 'r ' M/ _ -'o pa' i : 5. CONTRA' R Si iALt� CONTACT ENGINEER PRIOR T C i FOR STEEL: 0 S/F S/F S/F S S/F r-' -- S/F �- S/F -- S/F S S/F S/F S/F S/F S/F -"`' INS LEA i/� W v r� � 2d�Q SITE C NG AND GRADING: © 1 � _ L AE AE AE AE AE"_. AE R 27 � > r ,,��qq' 1. SITE PREP TION: CONTRACTOR SHALL CLEAR GRUB PRO Sl f1.OF ALL TOP � a AE AE AE AE AE AE ' , „ ' SON SOIL AND ANIC MATERIAL. TOP SOIL SHALL BE TOCKPILED &3SITT-3�' A LOCATION r f It 49 28 2 W 170.09' -' �U`„ CSO �C�� DESIGNAT BY OWNER. i m �� pEL SENT SERV 2. ALL T ARE FOUND TO BE'PUMPING' OR'S - LES' ORi�f0T BE IN ORIGINAL W = Z OVER -LAP 12 (MIN.) �, 1cT U � LIU Q D p ( LI V LI' O� E V UN-EXCAVA D COMPACTED STATE, SHALL BE REM �) A } D 4�I`11 aP�Lm '�' O r e D L►� u V o LI°- 0 U a LI LI a I� z 6z 7 -5 BCI PLL FILED: FILL, COMP TED PER ENGINEERS DIRECTION. �P�0 o ®` WATER & S ITARY SEWER: O = O TYPICAL KEYED CONSTRUCTION JOINT DETAIL `� - - - - - - - - - = - - - - _ ®® ;.•' �:; ,, 1. CONTRAC-10 SHALL LOCATE AND VERIFY EXISTING WATER AND SEWER SERVICE TAPS ON N 1- V -- -- * �, N.T.S. ; 7"' D • ! SITE A F BUILDING CONSTRUCTION._ JOE I. GA S• e. •. ® 2. PRIOORT O SE FOCEWCOONNE S -CONTRA R i S ARY co O r T -� AND PRESS5 0 CURRENT' MA RE r S CE N I LINES MEET R EXCEED \ ....................� (, ■ VINYLIX, VXSEAOJOINT' SEAL, MODEL J��� � �,� e* � 90964 0 � t- VX -500, OR APPROVED EQUAL. F, O • � 12" #5 SMOOTH ,�O �� _ . LOT 3 �� F • ::; :�•'\ai/® 411 Q W m s _ �Y TEXAS 707 SUBDIVISION �t ss� �, SITE ELEC CAL:,�� j ® 1. ELECTRICAL CONTRACTOR SHALL COO INATE WITH CITY OF COLLEGE STATION DOWEL AT 18" CC. 26 GA. STEEL ` '` ' " NAL E 0 a OR PVC SLEEVE. I '�, ., - -- PLAT 2740/227 ®' '' UTILITIES F CONNECTION IOF EXISTING jGWIS00*j ZZONED C - 3 2. ALL EASEM S ON SITE ARE EXISTING. HINEXISTING Eh EMENTS '',DEVELOPER MAY B RESON I,I,� N O v ' 1/4"JOINT SEALED WITH FIRE PROTECTION/FLOW: SITE TO INS THAT ELECTRICAL INFRASTRUCTURE IS NSTALLED WITHIN EASEMENT O LEGEND BOUND Q v SONNEBORN SLI, OR 1/4" SAWED JOINT 3. EXISTING DI CONNECTED ELECTRIC SERVICE INFRASTRUCTURE WILL BE USED TO 10' SPACING (MAX.) 24' PROPERTY LINE 1. THIS BUILDING WILL. NOT CONTAIN A FIRE SUPPRESSION SYSTEM (SPRINKLER SYSTEM). ' j �' I APPROVED EQUAL. RE-CONNEC NEW OVERHEAD ELECTRIC SERVICE TO THE NEW FAMILY LIFE CENTER 4. 11 FORMED METAL 3/4 SEALANT DEPTH - JO/INT SEALED WITH .1 11. 2" MIN, DEPTH 1 /4"R 6" 15„ BUILDING SEEXISTING TBACK LINE LIlVE LINE 2 PROPOSED FAMILY LIFE CENTER BUILDING WILL STING BUILDING (UN -DISTURBED) AT WILL BE ASITE IS ONSTRUCTED WITH REINFORCED 3. IN THE�ING.I THAT THE EXIT O 5 KEYWAY PLATE. NOTE: CONCRETE PANEL WALLS AND IS CONSIDERED A TYPE III -B CONSTRUCTION TYPE. THE STING CHURCH FACILITY IS UPGRADED, RE -DESIGNED OR W TYPE G EXPANSION JOINTS IN CURB &GUTTER EXISTING CONTOURS PRE FABBED METAL FRAMED v _ ___ ___ _ __.. ___ DEMOLISHEI AND REBUILT ALL ELECTRIC SERVICE TO BOTH THE CHURCH FACILITY AND ,, nn a SONNEBORN SLI, OR SHALL BE SPACED AT A MAXIMUM DISTANCE OF „ BUILDING AND IS CONSIDERED A TYPE III -B TYPE CONSTRUCTION. d, Z V v a ' APPROVED E UAL 3 THE NEW F ILY LIFE'CSI TER WILL BE REQUIRED TO BE UPGRADED FROM AERIAL TO v 4 Q 40' APART AND AT ALL RADIUS POINTS, P.T.'S AND T r rQ 1„ 1 4„R 5" 262 PROPOSED CONTOURS 3. PER TABLES B105.1 AND C105.1 OF 2003 INTERNATIONAL FIRE CODE, TMS SITE P.EQUIRFS UNDERGRO AT OUJNER/DEVELOPER ® O W b P.C.S. TYPE'B" CONTRACTION JOINTS IN CURB & 1 -v / S/F EROSION CONTROL FENCE (SILT) 1,750 gpm OF FIRE FLOW AND ONE FIRE HYDRANT. EXISTING FIRE HYDRANT IS LOCATED ON 4. DEVELOPER HAIZ INSTALL (AERIAL EI ECTRIC SERVICE PER CSU SPECII ICATIONS AND SITE AT THE CORNER OF EISENHOWER STREET. PLEASE SEE FIRE FLOW REPORT FILED WITH J _ 3++ EDGE OF CONCRETE /BACK OF CURB DESIGN. O _ a ,t • '., ' , GUTTER SHALL BE SPACED AT A MAXIMUM �4" THE CITY OF COLLEGE STATION. 5. CSU WILL P VIDE DRAWINGS FOR ELE INST • �' '�' DISTANCE OF 10' APART. ''I " 1/2" REDWOOD, BITUMINOUS FILLER ° "' "h' �• 3" 3 •� 6 7 „ 0 CLEAN OUT GUY WIRE ANCHOR /`� 0 CEREMAR CLOSED CELL FOAM, OR 2 3„ 2" �- TREE AERIAL ELECTRIC LINES THIS DOCUMENT IS RELEASED IL APPROVED EQUAL. NOTE(S): OVER -LAP 12" (MIN.) I. SAW -CUT SHALL BE INSTALLED WITHIN 24 = # 4 BARS • D A/C WELDED WIRE FENCE F C? R CONSTRUCTION .I3 Y NOTE: 1. MAX. SPACING AT 40'. HRS OF PLACEMENT OF CONCRETE. 0 - 3/ PANSION DOWELS �8" SMOOTH4" 3" X( LIGHT POLE : -O- UTILITY POLE CONCRETE JOE 1.J*S,�.E-. # 9 0 9 6 4 . OWNERDRAWN JOE G. 2. SPACING SHALL BE MAXIMUM OFI5'.,, COLL GE STATIONCHINESE•GHURCH DATE: MARCH3o10 TYPICAL EXPANSION JOINT DETAIL TYPICAL KEYED CONSTRUCTION �Jcm, FOR CONCRETE PAVEMENT JOINT DETAIL TYPICAL CONTRACTION JOINT DETAIL TYPICAL COMBINED DEMO CONCRETE DATE'` 08 EISENHOWER STREET N.T.S. CURB & GUTTER SECTION? -�' I SCALE: NOTED N.T.S. N.T.S. COI LEGE STATION, TEXAS 77840 (979) 696-2317 PROJECT #: GE018001 .��D� w d w CL z m coil I 00 0 ' Z 40'-0" N / F D PLAYGROUND " \w w THAT HAV( BEEN DI D BY CONSTRUCTION. AREAz EXISTING CHURCH FACILITY i I 15. THERE WI NOT BE G OF EQUIPMENT AND/OR VEHICLES AT Q N 2 -STORY BUILDING THIS SITE r THIS . IF 3UCH CLEANING BEGINS OWNER IS REQUIRED TO oN \� 40'x 80' , . < i INSTALL;GRIT/OIL SAMPLING WELL PER CITY REQUIREMENTS. � 0 116. THESE CO TRUCTI DO S DO NOT CONTAIN NECESSARY DESIGN d - 3 ' (), INFORMATI N HER ED s FOR SUCH ADDITION(S). O QW '� ( 17. SIGNS: ALI . SIGNS SHALL BE PERMITTED SEPARATELY. `4.. D _ w I _ Y EROosION:ONTROL/STORM WATER MITIGATION: LV (J W D O IS RESPONSIBLE FOR FILING A NOTICE TO INTENT (NOI) O A. L. ROSPRIM = , '" 1 _ , _ _ _ -- . a _. uj CC Ill 55 % M 2• HE OEC' COR IOR S, RESP (IF NEEDED). (0.917 ACRES) - RESP NSIBLE FOR ALL STORM WATER POLLUTION PREVENTION / 1 �~ _ __ __ ASSOCIA _ WITH IS <P �yy,, t> CT. THE CONTRACTOR SHALL USE ALL MFAi ` r ZONING R-6 l r i ' ' - _ NECESSAR TO PRENT THE TRANSPORTATION OF SEDIINT FR NS i % 1 c t I 3. DUE TO A : CRO OM THE PROJECT SITE. � -� 45 - WN IN THE CENTER OF THE LOT, ALL STORM WATER PRODUCED 7 r I _ t !' f V7 FROM THIS ITE GENERALLY SHEET FLOWS OVER GRASSLAND AND PAVED AREAS IN C Z f TOS=332.63 -331 1 I TWO_DIRE4 ONS. 1)COLLECTS IN THE FRONT OF THE LOT IN THE EISENHOWER STREET Z 1 O ^ - "^- W 1 - �5 I PIG O L `T. )IN THE REAR OF THE LOT AND SHEET FLOWS INTO THE EXISTING LV v I �- f' ROOF DOWNSPOUT CONNECTION j RIGHT OF AY AND 2 w FF /IOS-332.75 �,G RE-CONSTITUE SITE GRADING AND ENSURE POSITIVE DRAINAGE Q N TO UNDERGROUND 8"� CARRIER PIPE S I ZI -j 4 AWAY FROMALL SHALL ILDINGS AND STRUCTURES CONTRACTOR SHALL REMOVE ' TYPICAL �e a RAISE, LEVEL & REINFORCE SIDEWALK W -PLACE Y �• I SILTATION OM ALL DRAINAGE SWELLS AND/OR DITCHES. CD rj ALL CONTAINMENT AND PROPER J S DO NOT DISTURB AJC UNITS 5. THE CONT ACTOR SHBE RESPONSIBLE FOR THE m DISPOSAL F ALL LIQUID AND SOLID WASTE ASSOCIATED WITH THIS PROJECT. THE Ac � G COORDINATE WITH LICENSED A/C COMPANY � Z I.I.I CONTRA R SHALL USE ALL MEANS NECESSARY TO PREVENT THE OCCURANCES OF WIND BLOWN LITTER FRONT THE PROJECT. 330 WATER 8: ANITARY EWER LOADINGS: ,U) 1 WATER GAB .DAILY FLOW 35 gpm, PEAK DEMAND 140 gp, NEW BUILDING= 10 FmTU13E UNITS La Z ; r I SEWER: A LOADING=32 gpm, PEAK LOADING=125 gpm I , , M �i W O: o PP►F;KING T DESIGN & ANALYSIS: " ' O V a o EJ EXPANSION JOINT } � I -6!� + I 1. THERE IS YIA SHARED PARKING AGREEMENT ON FILE WITH THE CITY CJ CONTRACTION JOINT / SAW JOINT ' t BE COLLEGE S ATION CHINESE CHURCH AND THE TEXAS 707 OFFICE 1 ' COMPLEX.J SAWED JOINT AND �' P G SPOTS PRO ED: 152 SPOTS 2 REARS ACK LINE ,/ (� EXISTINGADJ ENT- 16 O CONSTRUCTION JOINT DETAIL 332 STAIRCASE L� l ( ;' - �'' � �'; f .-= EXISTING: FRO COMPLEX - 129 N.T.S. 80 L.F. OF 8" HDPE STORM PIPE 1 -`} *PROPOSED SP TS - 7 U @ -1% GRADE w/POP-UP FUTURE INCLUDES 1 F ANDICAP SPOT (VAN ACCESSIBLE) COURTYARD ivi P�' \. 1 ^ f 2. PARKING: L T SHALL BE 51,ICK REINFORCED CO 1/4" JOINT SEALED WITH / --.__ __, ___.._ i _. ___''` J �` „� ..� " BOTH WA Ri _ I 12 ON CI SONNEBORN SLI, OR 20' �- z ` / / - -- -1 v - _ F�i 3. CONCRETE HALL BE 3,00 (psi AT28DAY STRENGT CO ISRES IBI FOj 4. S GLIB RAD GST BE TES G PLACEMENT. (5" SL Tr�.`� FORMED METAL APPROVED EQUAL. p �' ��e __ rMAINTARg SLUMPbUlll 331 KEYWAY PLATE 0 0 5 TED, ROLLED AND COMPA TED TO ASTM D698 STANDARDS. Z CONTRA R SHALL REMOVE & REPLACE ALL B PUMPING AREAS WITH SELECT FILL. Q 3/4" SEALANT DEPTH o 'r ' M/ _ -'o pa' i : 5. CONTRA' R Si iALt� CONTACT ENGINEER PRIOR T C i FOR STEEL: 0 S/F S/F S/F S S/F r-' -- S/F �- S/F -- S/F S S/F S/F S/F S/F S/F -"`' INS LEA i/� W v r� � 2d�Q SITE C NG AND GRADING: © 1 � _ L AE AE AE AE AE"_. AE R 27 � > r ,,��qq' 1. SITE PREP TION: CONTRACTOR SHALL CLEAR GRUB PRO Sl f1.OF ALL TOP � a AE AE AE AE AE AE ' , „ ' SON SOIL AND ANIC MATERIAL. TOP SOIL SHALL BE TOCKPILED &3SITT-3�' A LOCATION r f It 49 28 2 W 170.09' -' �U`„ CSO �C�� DESIGNAT BY OWNER. i m �� pEL SENT SERV 2. ALL T ARE FOUND TO BE'PUMPING' OR'S - LES' ORi�f0T BE IN ORIGINAL W = Z OVER -LAP 12 (MIN.) �, 1cT U � LIU Q D p ( LI V LI' O� E V UN-EXCAVA D COMPACTED STATE, SHALL BE REM �) A } D 4�I`11 aP�Lm '�' O r e D L►� u V o LI°- 0 U a LI LI a I� z 6z 7 -5 BCI PLL FILED: FILL, COMP TED PER ENGINEERS DIRECTION. �P�0 o ®` WATER & S ITARY SEWER: O = O TYPICAL KEYED CONSTRUCTION JOINT DETAIL `� - - - - - - - - - = - - - - _ ®® ;.•' �:; ,, 1. CONTRAC-10 SHALL LOCATE AND VERIFY EXISTING WATER AND SEWER SERVICE TAPS ON N 1- V -- -- * �, N.T.S. ; 7"' D • ! SITE A F BUILDING CONSTRUCTION._ JOE I. GA S• e. •. ® 2. PRIOORT O SE FOCEWCOONNE S -CONTRA R i S ARY co O r T -� AND PRESS5 0 CURRENT' MA RE r S CE N I LINES MEET R EXCEED \ ....................� (, ■ VINYLIX, VXSEAOJOINT' SEAL, MODEL J��� � �,� e* � 90964 0 � t- VX -500, OR APPROVED EQUAL. F, O • � 12" #5 SMOOTH ,�O �� _ . LOT 3 �� F • ::; :�•'\ai/® 411 Q W m s _ �Y TEXAS 707 SUBDIVISION �t ss� �, SITE ELEC CAL:,�� j ® 1. ELECTRICAL CONTRACTOR SHALL COO INATE WITH CITY OF COLLEGE STATION DOWEL AT 18" CC. 26 GA. STEEL ` '` ' " NAL E 0 a OR PVC SLEEVE. I '�, ., - -- PLAT 2740/227 ®' '' UTILITIES F CONNECTION IOF EXISTING jGWIS00*j ZZONED C - 3 2. ALL EASEM S ON SITE ARE EXISTING. HINEXISTING Eh EMENTS '',DEVELOPER MAY B RESON I,I,� N O v ' 1/4"JOINT SEALED WITH FIRE PROTECTION/FLOW: SITE TO INS THAT ELECTRICAL INFRASTRUCTURE IS NSTALLED WITHIN EASEMENT O LEGEND BOUND Q v SONNEBORN SLI, OR 1/4" SAWED JOINT 3. EXISTING DI CONNECTED ELECTRIC SERVICE INFRASTRUCTURE WILL BE USED TO 10' SPACING (MAX.) 24' PROPERTY LINE 1. THIS BUILDING WILL. NOT CONTAIN A FIRE SUPPRESSION SYSTEM (SPRINKLER SYSTEM). ' j �' I APPROVED EQUAL. RE-CONNEC NEW OVERHEAD ELECTRIC SERVICE TO THE NEW FAMILY LIFE CENTER 4. 11 FORMED METAL 3/4 SEALANT DEPTH - JO/INT SEALED WITH .1 11. 2" MIN, DEPTH 1 /4"R 6" 15„ BUILDING SEEXISTING TBACK LINE LIlVE LINE 2 PROPOSED FAMILY LIFE CENTER BUILDING WILL STING BUILDING (UN -DISTURBED) AT WILL BE ASITE IS ONSTRUCTED WITH REINFORCED 3. IN THE�ING.I THAT THE EXIT O 5 KEYWAY PLATE. NOTE: CONCRETE PANEL WALLS AND IS CONSIDERED A TYPE III -B CONSTRUCTION TYPE. THE STING CHURCH FACILITY IS UPGRADED, RE -DESIGNED OR W TYPE G EXPANSION JOINTS IN CURB &GUTTER EXISTING CONTOURS PRE FABBED METAL FRAMED v _ ___ ___ _ __.. ___ DEMOLISHEI AND REBUILT ALL ELECTRIC SERVICE TO BOTH THE CHURCH FACILITY AND ,, nn a SONNEBORN SLI, OR SHALL BE SPACED AT A MAXIMUM DISTANCE OF „ BUILDING AND IS CONSIDERED A TYPE III -B TYPE CONSTRUCTION. d, Z V v a ' APPROVED E UAL 3 THE NEW F ILY LIFE'CSI TER WILL BE REQUIRED TO BE UPGRADED FROM AERIAL TO v 4 Q 40' APART AND AT ALL RADIUS POINTS, P.T.'S AND T r rQ 1„ 1 4„R 5" 262 PROPOSED CONTOURS 3. PER TABLES B105.1 AND C105.1 OF 2003 INTERNATIONAL FIRE CODE, TMS SITE P.EQUIRFS UNDERGRO AT OUJNER/DEVELOPER ® O W b P.C.S. TYPE'B" CONTRACTION JOINTS IN CURB & 1 -v / S/F EROSION CONTROL FENCE (SILT) 1,750 gpm OF FIRE FLOW AND ONE FIRE HYDRANT. EXISTING FIRE HYDRANT IS LOCATED ON 4. DEVELOPER HAIZ INSTALL (AERIAL EI ECTRIC SERVICE PER CSU SPECII ICATIONS AND SITE AT THE CORNER OF EISENHOWER STREET. PLEASE SEE FIRE FLOW REPORT FILED WITH J _ 3++ EDGE OF CONCRETE /BACK OF CURB DESIGN. O _ a ,t • '., ' , GUTTER SHALL BE SPACED AT A MAXIMUM �4" THE CITY OF COLLEGE STATION. 5. CSU WILL P VIDE DRAWINGS FOR ELE INST • �' '�' DISTANCE OF 10' APART. ''I " 1/2" REDWOOD, BITUMINOUS FILLER ° "' "h' �• 3" 3 •� 6 7 „ 0 CLEAN OUT GUY WIRE ANCHOR /`� 0 CEREMAR CLOSED CELL FOAM, OR 2 3„ 2" �- TREE AERIAL ELECTRIC LINES THIS DOCUMENT IS RELEASED IL APPROVED EQUAL. NOTE(S): OVER -LAP 12" (MIN.) I. SAW -CUT SHALL BE INSTALLED WITHIN 24 = # 4 BARS • D A/C WELDED WIRE FENCE F C? R CONSTRUCTION .I3 Y NOTE: 1. MAX. SPACING AT 40'. HRS OF PLACEMENT OF CONCRETE. 0 - 3/ PANSION DOWELS �8" SMOOTH4" 3" X( LIGHT POLE : -O- UTILITY POLE CONCRETE JOE 1.J*S,�.E-. # 9 0 9 6 4 . OWNERDRAWN JOE G. 2. SPACING SHALL BE MAXIMUM OFI5'.,, COLL GE STATIONCHINESE•GHURCH DATE: MARCH3o10 TYPICAL EXPANSION JOINT DETAIL TYPICAL KEYED CONSTRUCTION �Jcm, FOR CONCRETE PAVEMENT JOINT DETAIL TYPICAL CONTRACTION JOINT DETAIL TYPICAL COMBINED DEMO CONCRETE DATE'` 08 EISENHOWER STREET N.T.S. CURB & GUTTER SECTION? -�' I SCALE: NOTED N.T.S. N.T.S. COI LEGE STATION, TEXAS 77840 (979) 696-2317 PROJECT #: GE018001 .��D� w i'. SITE LAYOUT NOT TO SCALE \ G� Z O STAKE ABOVE FIRST BRANCHES '° ! OR AS NECESSARY TO KEEP'f' FROM SLIPPING 12 GUAGE GAL WIRE 12 DWARF BURFORD HOLLY � ENCASED IN 1" DIA. RUBBER HOSE 5 GAL. , 3' O. C . 3 METAL "T" POSTS PLANT SO THAT TOP OF ROOT /c' w N BALL IS EVEN WITH THE CREPE MYRTLE ��F z o FINISHED GRADE [� r- 1.5 X BALL DIA. FORM TREE WELL 2 ULCH �'�� AS/� p W ��,i C) 8" IN HEIGHT I j ` •ti;'~.r::. ,...�. �.�.:. .; �, QST W Z U SPECIFIED PLANTING MIX r: ,; 0` a '» ' rn W �o WATER & TAMP TO ,' , UNDISTURBED REMOVE AIR POCKETS SOIL 4 CEDAR ELMS, 30 GAL. O w H 0 a or; REMOVE EXIST. SOD, BREAK SOIL ° TO 8" DEPTH �J,J°J — "\ W �W' � ��oesc / 4-4M TREE PLANTING ON LEVEL GROUND o SCALE: NOT TO SCALE WS 13( / O vd d ° . O G �SS m �j e a �J' w ���- � o a W5 EA GREEN JUNIPER,5 GAL. Q: .. (rl �� • e: • .4 • `I/ 4. O 5 EX15TING ITALIAN CYPRE55,4-6" CAL.' -4,(NON BARRICADED, NON CANOPY TREE) v ' Gu MME, REMOVE A MIN. OF 6" OF CLAY SOIL(ESPECIALLY COMPACTED FILL) �: EXISTING IN BED AREAS.° TOP OF MULCH TO BE 0 �• BELOW WEEP HOLES IN Q �. K WALL / -- y 10 INDIAN NA4VTHORN �, W W _ " / LLJU x 2 THICK HARDWOOD MULCH EXI5T.7...9�._AR.IZ0NA AS 1 m 5 GAL.,3' O.C. , (� W S L EDPING _ --X-4� _ __ -- - — TO `BE REMOVED =__ 1-- - _ / f ( W FINISH GRADE 0.4,59 ACRE TRACT ♦':., b..>+1 yr; �::; •: c,� ,,• ,-� ..y; / cc W O o NOTE:BEDS NEAR WALK5,IN5TALL EDGING AT ALL SIDES / SEA GREEN JUNIPER, 5 GAL. �, LL � � 1� N Q MIXED TOPSOIL BEDS NEAR PARKING LOT, J, _I O (1/2 TOPSOIL,1/4 DECOMPOSED PINE BARK MULCH, INSTALL EDGING NEAR GRASS ONLY �G�O , / 1/4 COMPOST 0�1 Lu IL "goo Lu PLANTER BED SECTION ���� • / SCALE. � TO SCALE �„� Q Uj W �' LOT TEXAS 19 BURFORD HOLLIES LANDSCAPE NQ TEXAS 707 SUBDIVISION � / PLAT 2740/227 9 sT �� 5 GAL. 3' O.C. 1 � S: � 00 0O I . IRRIGATION PLANS NOT INCLUDED WITH THESE DOCUMENTS. ` 2. IRRIGATION 5Y5TE UST BEI DE51 i NED AND INSTALLED BY A LICENSED IRRGATION �11 INSTALLER. SITE DEVELOPMENT 3. IRRIGATION 5Y, SITE AREA= 21,300 SQ.FT. / REDUCED PRE55U UST BE! PRINCIPLE PRO BA ECTED BY EITHER A PRESSURE VACUUM BREAKR, A K FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW V DEVICE, AND INST 21.3 X 30=G39 POINTS REQUIRED I ! 4. CONTRACTOR SHAL STREETSCAPE FOR PAVING, DECORATI V' D AS PER REQUIRE: ROCK (NOT CIT L ORDINANCE 2394. COVERAGE OF GROUNDCOVER , DECORATIVE OSE), OR A PERENNIAL GRASS IN PARKING LOT ♦ ` v I OG' STREET FRONTAGE =4.2 TREES REQUIIRED ' / ISLANDS, 5WALE5A RIGHTS-OF-WAY, AN I OG ��q��A KICF 5. ALL BACKFLOW DE 300 POINTS PER 50 LIN,FT.REQUIRED = 2.12 R''°° VI D DRAINAGE ADJACENT ES MUST P BEII AS, THE LOT PARKING LOT SETBACK, PERTY DURING CON5TTRUCTION. STALLED AND TESTED UPON INSTALLATION AS PER LOT 4 50 / CITY ORDINANCE 23 O 4. TEXAS 707 SUBDIVISION 2. 1 2 X 300=G3G PT5.REQURED FOR 5TREET5CAPE TREES PLAT 2740/227 APR i7 2010 TOTAL POINTS REQUIRED= 1 ;275ER0510N CONTROL/5TORNI IVH T7—c0NTRACTQP/Ol / WATER MITIGATION: FOR FILING A NOTICE TO INTENT IS RESPONSIBLE is ununt)�I EASEMENT �+�w'C (NOI) WITH TCEQ PR,' / ®1Ee /Et O�1MEN . e7 2• THE CONTRACTOR I ASSOCIATED WITH RTO CONST R.ESPONS15L HIS PRDJ�ECT. UCTION (IF NEEDED). FOR ALL STORM WATER POLLUTION PREVENTION CONTRACTOR SHALL USE ALL MEANS �1�1•C��E®. r NECESSARY TO PU,IFNT THE TRAN THE 5PORTATION Of SEDIMENT FROM THE PROJECT SITE. / 3, DUE TO A SMALL TOWN lEtERALLY IN T14E CENTER OF THE LOT, ALL STORM WATER PRODUCED FROM THIS 51TE 5 EXISTING BALD CYPRESS,3-4" CAL. TWO DIRECTIONS I SHEET )COLLECTS IN ' FLOWS OVER GRA55LANP AND PAVED AREAS IN HE FRONT OF THE LOT IN THE EISENHOWERam SITE LEGEND SCHEDULE / STREET RIGHT OF PARKING Y AND 2)IN T T. E REAR OF THE LOT AND SHEET FLOWS INTO THE 5TREET5CAPE LEGEND 5CHEDULE(1sTING 31 BURFORD HOLLY IL EX CORNUTA BURFORDI NANA 5 GAL.. 10 310 4 CONTRACTOR SHA AWAY FROM ALL B DINGSRE-COATI STRUCTURES LDINGS AND S� GRADING AND ENSURE ALL RE E DRAINAGE RUCTURES CONTRACTOR SHALL REMOVE SILTATION FROM Al DRAINAGE 5WELL5 AND/OR DITCHES. 5. THE CONTRACTOR Tmk2 SEA GREEN JUNIPERS JUNIPERUS CHINENSIS 'SEA GREEN" 5 GAL. I O 20 I CREPE MYRTLE "RED ROCKET" LAGER5TROEMIA INDICA 15 GAL 40 40 DISPOSAL OF ALIT CONTRACTOR 5HP HALL BE RE5P UID ANDI SOLD USE ALLMEA N51BLE FOR THE CONTAINMENT AND PROPERam WASTE ASSOCIATED WITH THIS PROJECT. THE S NECESSARY TO PREVENT THE OCCURANCE5 OF 10 INDIAN HAWTHORN'CLARA' RAPHIOLEPI5 INDICA "CLARK 5 GAL. 10 100 WIND BLOWN LIT1 El FROM Tt1iE PROJECT. , 5 BALD CYPRESS (EXI5TING,NON BARRICADED) 3-4" CAL. 40 200 4 CEDAR ELMS ULMU5 PARVIFOLIA 5EMPERVIREN5 30 GAL. 150 GOO o cn TOTAL 5TREEf5CAPE POINTS = G40 0% I ex 10 5 ITALIAN CYPRESS BARRICADE) 4-G" NON CANOPY TREES 35 175 1 GRAND TOTAL POINTS= 1,445 POINT51 0 (NO TOTAL POINTS = 505 ...oo ; ®®® OWNER ��s" �.�� ;� •:F;9®1� COLLEGE STATION CHINESE CHURCH %® �;;�;•;, �* .�1�••,••� 708 EISENHOWER STREET COLLEGE STATION, TEXAS 77840 JOE I ATTIS (979) 696-2317 �t 'O9 •• t 9 )64 0 t�ss AL �� DRAWN BY: JOE G. ` DATE: MARCH 2010 L-1 SCALE: NOTED i''PROJECT #: GE018001 NOTE: TYPE "G" EXPANSION JOINTS W CURB & GUTTER NOTE: SHALL BE SPACED AT A MAXIMUM DISTANCE OF TYPE "G" EXPANSION JOINTS IN CURB & GUTTER 40' APART AND AT ALL RADIUS POINTS, P.T,'S AND SHALL BE SPACED AT A MAXIMUM DISTANCE OF R3 12' P.C: S• TYPE "B" CONTRACTION JOINTS IN CURB & 40' APART AND AT ALL RADIUS POINTS, P.T.'S AND GUTTER SHALL BE SPACED AT A MAXIMUM P,C.'S. TYPE "B" CONTRACTION JOINTS IN CURB & 2• DISTANCE OF 10'APART. GUTTER SHALL BE SPACED AT A MAXIMUM 3„ t" MIN. TO DISTANCE OF 10'APART. 'E' -� 4 BARS 4 18" CIC • a BARS o 18" Q.C.E.w. �6 MAX 24'• 6' . .* 12.. 12-- 3.. (MID SLAB) �.�..t..: 6.. t/4„R24” 1/4"R 6" 15" -Yq.. R R /." SECTIONA A a VARIES . ET 3.. 1.. 1/4"R ' t0yz•' .. -Y4"R i y2. a . 1 6" t2 5" &OJ• ••• j" 6 tG2" 24' R. O. W. 4 BARS CONTINUOU r• • 3.. 3•• 3 2- 12' AND 3" CLEAR TYP, 2" A A • = *4 BARS fit = 3/4" X 1$" SMO OTH�4.. 3.. 24" LAY DOWN EXPANSION DOWELS DOWELLED IN CURBS i TYPICAL COMBINED i,� , �' i1t I.EIr' GLE[,TI,�R SI�C•TION CURB �. GErI�TER SECTION • 1)L TAIL �s 'p STI-00Shl-01 STI -02 � NOTE: NOTE: ^.i. :..'... TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE I. TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE 1/2" CHAMFER SPACED AT A MAXIMUM DISTANCE OF 40' APART AND AT ALL SPACED AT A MAXIMUM DISTANCE OF 40' APART AND AT ALL RADIUS POINTS, P.T.'S. AND P.C.'S. TYPE "B" CONTRACTION RADIUS POINTS, P,T: 5, AND P.C,'s. TYPE "B" CONTRACTION (TYPICAL} JOINTS IN CURB & GUTTER SHALL BE SPACED ,AT A MAXIMUM JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM Imo"" --TYPE "G" EXPANSION JOINT DISTANCE OF 10' APART DISTANCE OF 10' APART •4 BAR 2. PIPE EXTENDED r'-2'• FROM BOC. TO BE COVERED WITH FABRIC AND TIED IN PLACE L 6" a a • . ". 24" 24" ti 15' ALLEY PAVINU 1/4 "R 3"y i"DIA, ,y •7x1,1 -V6 24' • 6" MIN 1/2% • .•B 6'• 12 3" t/4"R 12" SLOPE t/4"R 28 -DAY CONCRETE 4" T 3' 0 STRENGTH•3500 psi Z,• 3.. 3„D• . 6' 6 3/a • 3„ 0�• 6 3/4” 0;3-4;2 �� 3.• 3,. „ 4.. a.. • = #4 BARS • -- #4 BARS 3" TYPICAL EXPANSION DOWELS EXPANSION DOWELS RIBBON CURB TYPICAL COMBINED TYPICAI, WEEPHOLE CURB SPILL CURB STI -03 STI-(. STI -05 TYPE "G" EXPANSION EXISTING CURB Sr GUTTER JOINT. ELEV.+ TO BE REMOVED �� KEEP 6" RISE TO _� TYPE "G`' EXPANSION JOINT & REINFORCEMENT LAYOUT OTE 1 T/C ELEV.=3" PROPERTY LINE MATCH [ OF a�+ JOINT. ELEV.+ T/C ELEV.-3" KEEP 6" RISE TO EXISTING GUTTER 2 CURB RETURN RADIUS * 2'---->- .. '`' �, CURB RETURN RADIUS 1 6 1. IF TTTERE IS A VALLEY CURB RETURN RADIUS + 2' GU ER. THEN TRANSITION W :+ CURB RETURN RADIUS 1'-6" MATCH rL OF PROPERTY LINE ar EXISTING PVMT. 'W� \t'3,R 0 D CROWNI AT VALLEY GUTTER 0 � EXISTING GUTTER 4" . Z 4 ACCESSIBLE ROUTE (4' MIN.) TO FULL CROWN IN 50'. z } ACCESSIBLE ROUTE u' MIN.) 2' ,x: '"` �_- - EXISTINGA 4„ � p tOPT10NAL) a2. V t�TE � tE s. p tr (OPTIONAL) ' TYPE G" EXPANSION JOINTSPVMT, � W CURB &GUTTER SHALL BENOTE EXI TI 5 NG BASE -- tlorE s' �, 6'(28 SPACED AT !A MAX, DISTANCE NOrE 3 DRIVEWAY APRON SHALL BE 4" OF 40IPOINT AND ALL -DAY CONCRETE STRENGTH 'S RADIUS I POINTS, P,T;S & P,C.'S3" RISE DRIVEWAY APRON SHALL BE 4" D$AR =3000 psi) W/#4 BARS o 18" EXISTING MIN *4 O.C.E.W. ASPHALT APRONS W/O 1/j' TYPE "D" LONGITUDINAL TYPE B" CONTRACTION JOINTSIIN CURB & GUTTER t 1/j' X 1$" O.C. (28 -DAY CONCRETE STRENGTH CURB AND GUTTER SHALL BE BASE JOINT LONGITUDINAL SHALL �E SPACED AT A MAX. ■3000 psi) W/*4 BARS a 18" FOR TIE TO CONCRETE O.C.E.W. ASPHALT APRONS W/O TO CONCRETE PAVEMENT ALLOWEDON OPEN DITCHED JOINT DISTANCE OF 10' APART, DEFORMED TIE BAR STREET SECTIONS ONLY. CURB AND GUTTER SHALL BE ONLY M4 x 18" FOR TIE 1 r SL'C,IIONAA 2"/. MAX SLOPE. SEc1IONAA ET ALLOWEDON OPEN DITCHED TO CONCRETE TO �'�'1111 3 4, 5' MIN TRANSITION TO LAY . CONCRETE PAVEMENT STREET SECTIONS ONLY. .SEC;TIC1 SLOPING AWAY .FROM INTERSECTION DOWN ;CURB I BEGIN AT P,i, SLOPING TOWARD INTERSECTION ONLY. SEC'TIONA SIDE STREET WIDTH Tf7TflLA YD0TTA- CURB TYPE "G" EXPANSION JOINTpNp1,, EXPANSION JOINTS AS SHOWN AND AT A PROPERTY LINE 6" THICK CONCRETE t28 DAY STRENGTH= 3500 PSI) (� * MAINTAIN 21 MAX NOTE: RAMPS ONLY WHEN W/#4 BARS AT 18" O.C.E.W. POINT OF CROSS SLOPE THE LONGITUDINAL SLOPE IS DOWEL INTO EXISTING SIDEWALK GREATER THAN W/6" LSSB TO 2' BEYOND B.O.C. CURVATURE OM (VARIES) W/*4 BARS o 18" D.C.I RAMPS SMALL COMPLY WITH TYPE "B'• JOINT � ''. I BACK OF CURB TAS REQUIREMENTS RETURN CURB TO HAVE A ROLL FACE DIMMSHWG EXPANSION JT, & I 25' RAO. (MIN.) {-�- U-�-I-{-) AT RADIUS POWs SMOOTH DOWEL BAR, SIDEWALK * Cr 1/2"0 X 16". WITH i TYPE -0- D" 14 } } F---{-1�}-� CAP O 12" O.C.ONCITUDINAL ' ! ACCESSIBLE RAMP 5'R. (MIN.) BACK OF CURB (COATED W/HEAVY GREASES JOINT (SEE RAMP DETAIL) TO CHORD OF RADIUS. (TYP.) i ACCESSIBLE ROUTE* NEAT SAW CUT NEATA I NEAT SAW CUT - - ------------------ SAW CUT 1' /EXISTING POINT OF TANGENCY *MAINTAIN 27, MAX CROSS TYPE "G" EXPANSION JOINT CURB & GUTTER TO • • —► • - - - - • - - - • • r • - — • • • —• - - — • • • - - SLOPE. 5'MIN.WIDTH. BE REMOVED. REPLACE STREET (TYP.) SURFACING AS NEEDED. EXPANSION JOINT (TYP.) EXISTING SIDEWALKS, MIN. � C �' � SEAL w/APPROVED r F L T� � T j, T OF 4' BEHIND BACK OF CURB), ISID EN IAL DRIVEWAY SZ¢E EXPANSION JOINT MATERIAL MAY REMAIN IN PLACE I�AY RADIUS POINTS WITH JOINT MATERIA.. AND OTHERWISE SIDEWALK MUST BE REMOVED. TWICAL STR ET I NCRETE APRON ST2-00 j ST2-01 W W i TO 3/16 i DRIVEVAARIES TYPE "D" EXPANSION JOINT. vt S1.0?E Ft,1d1N. ELEV.=TIC ELEV.+3" EXISTING CURB & TYPE "G" EXPANSION JOINT 1•t/4' DER GUTTER TO BE KEEP 6" RISE TO REMOVED 3/4• E PROPERTY LINE APPROX.t2" +� DRIVEWAY WIDTH PROPERTY UNE MATCH IL OF ! 40 I ' I VARIES DRAINAGE CULVERT EXISTING GUTTER I EXISTING PVMT. ! �3' 16" VAip1E5. HAVE BEEN BARED BY CONSTRUCTION SHALL BE AOEOUATELY (MIN. 18" DIA RCP PIPE) *MAINTAIN i I RETURN CURB TO HAVE A CROSS 5 OPE --- - A ROLL FACE DIMINISHING I AT RADIUS POINT. .sEClrO�`�rAA PROPERTY - I � GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS NOTE: - - - - LINE S EXISTING BASE MIN. 25' MIN. R, MOVE I TYPE "D" AMBULATORY RAMP CURB I LONGITUDINAL SLOPE 1:12 MAX. DRIVEWAY APRON SHALL BE Ti U P JOINT 1. LENGTH OF DRAINAGE PIPE FOR '- -'- DEFORMED TIE BAR 6" (28 -DAY CONCRETE *4 BARS. 18" O.C.E.W.WORK i RESIDENTIAL DRIVES IS 36' MAX J *4 X ffi" O.C. STRENGTH • 3000 psi) W/04 - - - - - - _ �_ - - - -- - - - I– - - - - & 20'MIN. EDGE PVMT, DRAINAGE FOR TYING NEW BARS Q 18" O.C.E.W. ASPHALT SIDEWALK � �� � I * Ca 2. ALL DRIVEWAY PIPES WITHIN TO EXISTING APRONS W/O CURB & GUTTER : _ _ _ _ _ _ _ _ _ _ �_ _ _ _ _ --_ ROW MUST HAVE CONCRETE CONCRETE PAVEMENT SHALL BE ALLOWED ON OPEN NEAT I ONLY DITCHED STREET SECTIONS I NEAT SAW CUT SLOPED END SECTIONS q STREET (6:1 SLOPE) OR APPROVED A SAW CUT l –� I – – – – – – r CONCRETE INTERSECTION ��� 11A r EOUAL. SEMOId A A ICAL Dill ENTRANCE TYPE ..G" NEAT EXISi1NG CURB &GUTTER TO Y LINA 1 EXPANSION J1 INT. ( SAW CUT BE REMOVED - REPLACE STREET SURFACING AS NEEDED WITH CULVERT COMA ER IAL DRIVEWAY Srl,2-02 ST2- ' L Ot_ FLEX BASE TRANSVERSE REINFORCEMENT: 1/8"R SEAL WITH JOINT MATERIAL *4 BARS AT 18" C. TO C. TYPE "G" JOINT EXISTING GRAVEL STREET 6„ Oa •o .o.,• oo.o.e•ovo.o•e, o � ° ° 6" MIN.71711 12 .....q E 18" C. TO C. iv? S�ABILZEDDSANDENT OR 12' VARIES ^� STYPE "D" JOINT 12" FLEX BASE METAL KEY WAY PLATE DEFORMED TIE BARS 04 X 18".18"O.C. TYPE "D" LONGITUDINAL JOINT SEE BEDDING DETAIL FOR UNDISTURBED SOIL APPROPRIATE PIPE TYPE • - VARIES LONGITUDINAL JOINTS SHALL BE REOUIRED ONLY ON THE L L 40' 40' I 40' CENTERLINE OF THE PAVEMENT & IN INTERSECTIONS A5 DETAILED #4 BARS AT 18" C. TO C. ONGITUDINAL REINFORCEMENT: I� }I- ATE 3i T/LNICE��TSEMON� OPEN CUT GRAVEL STREET Z�YPICAL JOINT & REINFORCEMENT LAYOUT COLLECTOR FOR CONCRETE PAVEMENT SECTION SEAL W/EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR WIDTH 24 3/4" ¢ X t8". 12" O.C. RAW WIDTH 70 1/4"R 3/4" (COATED W/HEAVY GREASE) 5-1/2" 3/4" :_7 7/ 6„ MIN. RECYCLED MATERIAL 1/2" THICK AS MANUFACT�IREO 3" LONG METAL OR PLASTIC CAP INSIDE TER TO 1/16" 3/4" 0 BE GRt?ATER BY J.D. RUSSELL COLOR THAN DIAMTER OF pQWEL BAR. CAP APPROVED EQUAL MUST TO 3 BE LONG ENOUGH COVER 2" OF DOWEL AND HAVE ND SQ END OF CAP IS 1" FROM THE END OF BAR. METAL KEY WAY PLATE t' tl TYPE EXPANSION & CONSTRUEXPANSION & CON CTION.�OINTOINT EXPANSION JOINTS AS SHOWN AND AT VARIES EACH RADIUS POINT, CURB EXPANSION iO BE SPACED AT 40' INTERVALS & ALL RADIUS POINTS. P.C.'S. P.T; S. & OPPOSITE P.I.I. JOINTS SHALL BE AT 60' CENTERS. CURB & ON ALL HORIZONTAL & VERTICAL CURVES TYPE "B'• JOINT CONTROL JOINTS SHALL BE AT t0' CENTERS. TYPE "0" JOINT y LONGITUDINAL JT.* 90' TO CHORD OF RADIUS. (TYP.) (TYP.) (n TYPE "G" JOINT AT ALL SAWED OR FORMED. SEAL La RADIUS POINTS WITH JOINT MATERIA.. AND MAX. DISTANCE SEALING NOT REO'D IN CURBS. 300' ON TANGENTS OF 3/$" R TO 3/16 GENERAL NOTES: \jjr1/8" 3/4• E BACK OF CURB ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE AOEOUATELY 6" MIN. BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL E TYPE "0" JOINT GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS TYPE "B" JOINT TYPE "G" JOINT AT FUTURE IS PRESENT. BLOCK SOD WILL BE REQUIRED. BARED AREAS EXTENSION OR AT PROP. SHALL BE 'SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF *4 BARS. 18" O.C.E.W.WORK (TYP.) LAST DISTURBANCE. "B" TYPE EROSION CONTROL MEASURES MUST BE INSTALLED DURING DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY TYPICAL_10INT LAYOUT Xf CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION 1S CONTRACTION -TOINT COMPLETE AND THEN REMOVED BY CONTRACTOR. r CONCRETE INTERSECTION ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF TRANSVERSE JOINTS SHALL BE SPACED 15'CENTER TO CENTER SILT AFTER EVERY RAIN. ST3-00 ST4-00 *4 BARS, 18" O.C.E.W. 28 -DAY CONCRETE MIN. 6" HMAC STRENGTH= 3500 psi (TYPE C OR 0) EXISTING SEAL COAT/ BOWEL *5 BARS, 16" LG., HMAC COMPACTED CEMENT SAW CUT (8" INTO EXIST I, PVMT•). O 18" O.C, STABILIZED SAND E ISTING CONCRE TE� 6" STREET SAW CUT COMPACTED CEMENT'- STABILIZED EMENT STABILIZED SAND *REFER TO HMAC SPECIFICATION ULL FOR LIFT AND COMPACTION 12 REOUIREMENTS O. SEE BEDDING DETAIL FOR p APPROPRIATE PIPE TYPE j UNDISTURBED SOL VARIESSEE BEDDING OCTALFOR LAOIS URBED SOIL -/APPROPRIATE PIPE TYPE VARIES OPEN CUT SEAL COAT/ nN CUT CONCRErhE STREEr1, OVERLAY STREET ST4-01_4.ST4-02 40'-16' I _) �I-16' 40' s a 16' UTILITY 11' I-14" 16' UTILITY EASEMENT t2' I I t2 m EASEMENT y (SEE NOTE 1) La (SEE NOTE 1) CL > Q v 0 F. Q NOTES: o N 2" HOT MIXT STD. RIBBON CURB a L RURAL SECTIONS WILL NOT REQUIRE 16' m + s ASPHALTIC F o EASEMENTS PARALLEL TO ROW WITHINad CONC. PVMT, I _ CITY LIMITS, 2 W 1/2;"7FT. SLOPE -+► `'' '0- 2. WITHIN ETJ AREA, RURAL SECTIONS SHALL o FOLLOW COUNTY SPECS ANO STANDARDS MIN. 4" HMAC BASE „�• OR 6" CRUSHED I 6" COMPACTED STABILIZED SUBGRADE LIMESTONE BASE, (987• STANDARD ASTM D-698 AT A MOISTURE CONTENT BETWEEN 0 AND •41'OF OPTIMUM TYPICAL RURAL ROAD R BB N CURB SECTION ST4-03 NOTES: NOTES: CITY OF RYAN 1, ALL SUBGRADES SHALL BE STABILIZED. 5. REFER TO B/CS UNIFIED DESIGN GUIDELINE MANUAL FOR 1. REFER TO B/CS UNIFIED DESIGN GUIOELI ! MANUAL FOR 2. COLLECTOR STREETS WILL BE REQUIRED TO USE 8" 2. FOR SUBGRADES WITH PI>15 AND % PASSING THE -200 ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH. ACCEPTED RIGHT OF WAY AND PAVEMEN WIDTH. REINFORCED CONCRETE (28 DAY STRENGTH -3500 PSI). Tlx: Good 1.ik, Tc' as,Slvk-,'• ' SIEVE >_35%, USE LIME STABILIZATION. 6. COLLECTOR STREETS WILL BE REOUIRED iO USE 5" HMAC 3.FOR SUBGRAOES WITH PK15 AND Z PASSING THE 1200 BASE OR 8" CRUSHED LIMESTONE BASE AND STABILIZED SIEVE < 35%. USE PORTLAND CEMENT STABILIZATION, SUBGRADE IN. ACCORDANCE WITH THE B/CS UNIFIED DESIGN 4. SIDEWALK PLACEMENT VARIES WITH EACH LOCATION AND GUIDELINE MANUAL OR AS DIRECTED BY CITY ENGINEER. VARIABLE R 0-W (SEE NOTE 1) WILL BE DETERMINED BY THE ENGINEER. (ABLE ( B/C 0 B/C (SEE NOTE u j� VARIABLE R -0•W (SEE NOTE 5) Q VARIABLE B/C TO B/C (SEE NOTE 5) Q MONOLITHIC CURB SEE 5' CONCRETE 2" HOT MIX ASPHALTIC STD. CURB &GUTTER SEE 4' CONCRETE ( SEE 5' CONCRETE 6" REWFOI�C D CONCREITE SEE 4' CONCRETE SIDEWALK DETAIL CONCRETE PAVEMENT I SIDEWALK DETAIL I I SIDEWALK DETAIL (28 DAYSTREN TH-350011PSU TYPE "D" JOINT SIDEWALK DETAIL I; 3% SLOPE DRAWN BY: CIA 37 SLOPE •---► DATE: 01-01-0 MIN- 4" HMAC BASE LIMIT OF 2' 4 BARS Q t8 0 G.E.W. 6" COMPACTED STABILIZED SUBGRADE (98% STANDARD LIMIT Of MEASUREMENT-� 2' OR 6" CRUSHED LIMESTONE 6" COMPACTED STABILIZED SUBGRADE (98% STANDARD MEASUREMENT (MID SL ) I ASTM 0.698 AT A MOISTURE CONTENT BETWEEN SCALE: N T S FOR ROADWAY EXCAVATION BASE (957 MOD. ASTM -D1557) ASTM D-698 AT A MOISTURE CONTENT BETWEEN FOR ROADWAY 0 AND •4% OF OPTIMUM) AND STAL41LIZATION (LOCAL STREETS) 0 AND -4% OF OPTIMUM. EXCAVATION & APPROVED: W. P. 4C- TYPICAL STREET SECTION STABILIZATIN, TYPI "AL STREET SECTION F I G U E= ASTH,97,TfC.'CII:L'C.'I�F7�'1' TT'Afl,AT ST4-04 IR :I1`TOR(TD C'OMCW=P4T-T-lfPff ST4-05 RESIDENTIAL COLLECTOR SECTION SECTION PAVEMENT WIDTH 24 30 RAW WIDTH 70 100 40'-16' I _) �I-16' 40' s a 16' UTILITY 11' I-14" 16' UTILITY EASEMENT t2' I I t2 m EASEMENT y (SEE NOTE 1) La (SEE NOTE 1) CL > Q v 0 F. Q NOTES: o N 2" HOT MIXT STD. RIBBON CURB a L RURAL SECTIONS WILL NOT REQUIRE 16' m + s ASPHALTIC F o EASEMENTS PARALLEL TO ROW WITHINad CONC. PVMT, I _ CITY LIMITS, 2 W 1/2;"7FT. SLOPE -+► `'' '0- 2. WITHIN ETJ AREA, RURAL SECTIONS SHALL o FOLLOW COUNTY SPECS ANO STANDARDS MIN. 4" HMAC BASE „�• OR 6" CRUSHED I 6" COMPACTED STABILIZED SUBGRADE LIMESTONE BASE, (987• STANDARD ASTM D-698 AT A MOISTURE CONTENT BETWEEN 0 AND •41'OF OPTIMUM TYPICAL RURAL ROAD R BB N CURB SECTION ST4-03 NOTES: NOTES: CITY OF RYAN 1, ALL SUBGRADES SHALL BE STABILIZED. 5. REFER TO B/CS UNIFIED DESIGN GUIDELINE MANUAL FOR 1. REFER TO B/CS UNIFIED DESIGN GUIOELI ! MANUAL FOR 2. COLLECTOR STREETS WILL BE REQUIRED TO USE 8" 2. FOR SUBGRADES WITH PI>15 AND % PASSING THE -200 ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH. ACCEPTED RIGHT OF WAY AND PAVEMEN WIDTH. REINFORCED CONCRETE (28 DAY STRENGTH -3500 PSI). Tlx: Good 1.ik, Tc' as,Slvk-,'• ' SIEVE >_35%, USE LIME STABILIZATION. 6. COLLECTOR STREETS WILL BE REOUIRED iO USE 5" HMAC 3.FOR SUBGRAOES WITH PK15 AND Z PASSING THE 1200 BASE OR 8" CRUSHED LIMESTONE BASE AND STABILIZED SIEVE < 35%. USE PORTLAND CEMENT STABILIZATION, SUBGRADE IN. ACCORDANCE WITH THE B/CS UNIFIED DESIGN 4. SIDEWALK PLACEMENT VARIES WITH EACH LOCATION AND GUIDELINE MANUAL OR AS DIRECTED BY CITY ENGINEER. VARIABLE R 0-W (SEE NOTE 1) WILL BE DETERMINED BY THE ENGINEER. (ABLE ( B/C 0 B/C (SEE NOTE u j� VARIABLE R -0•W (SEE NOTE 5) Q VARIABLE B/C TO B/C (SEE NOTE 5) Q MONOLITHIC CURB SEE 5' CONCRETE 2" HOT MIX ASPHALTIC STD. CURB &GUTTER SEE 4' CONCRETE ( SEE 5' CONCRETE 6" REWFOI�C D CONCREITE SEE 4' CONCRETE SIDEWALK DETAIL CONCRETE PAVEMENT I SIDEWALK DETAIL I I SIDEWALK DETAIL (28 DAYSTREN TH-350011PSU TYPE "D" JOINT SIDEWALK DETAIL I; 3% SLOPE DRAWN BY: CIA 37 SLOPE •---► DATE: 01-01-0 MIN- 4" HMAC BASE LIMIT OF 2' 4 BARS Q t8 0 G.E.W. 6" COMPACTED STABILIZED SUBGRADE (98% STANDARD LIMIT Of MEASUREMENT-� 2' OR 6" CRUSHED LIMESTONE 6" COMPACTED STABILIZED SUBGRADE (98% STANDARD MEASUREMENT (MID SL ) I ASTM 0.698 AT A MOISTURE CONTENT BETWEEN SCALE: N T S FOR ROADWAY EXCAVATION BASE (957 MOD. ASTM -D1557) ASTM D-698 AT A MOISTURE CONTENT BETWEEN FOR ROADWAY 0 AND •4% OF OPTIMUM) AND STAL41LIZATION (LOCAL STREETS) 0 AND -4% OF OPTIMUM. EXCAVATION & APPROVED: W. P. 4C- TYPICAL STREET SECTION STABILIZATIN, TYPI "AL STREET SECTION F I G U E= ASTH,97,TfC.'CII:L'C.'I�F7�'1' TT'Afl,AT ST4-04 IR :I1`TOR(TD C'OMCW=P4T-T-lfPff ST4-05 NOTES: CROSS SLOPE 1. SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH B/CS UNIFIED DESIGN GUIDELINES. 2% MIN, 2. FINISH- LIGHT BROOM FINISH. JOINTS TO BE TOOLED 1" DEEP AT AN -INTERVAL EQUAL TO THE SIDEWALK WIDTH. EXPANSION JOINTS O 40' O.C.,CONTRACTION JOINTS 0 4' O.C. CROSS SLOPE 3. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY, INLET BOX, CURB, JUNCTION BOX, ETC.) W CROSS SLOPE SIDEWALK z WITH '3 x 12" BARS 0 12" O.C. OR "4 x 12" BARS 0 18" O.C. J 27 to 47 2% MAX„ 17. MIN. 4. COMPACTION: COMPACTED SUBGRAOE MATERIAL COMPACTED TO A DENSITY AT LEAST 98% OF MAXIMUM DRY DENSITY AS �— DETERMINED BY PROCTOR COMPACTION TEST ASTM, 0698 (STANDARD)AND SHALL BE 0-4% WET OF THE OPTIMUM MOISTURE CONTENT C%gQ. 5. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK. W SEAL WITH EXPANSION 8' TYP, a t/4•R JOINT MATERIAL SMOOTH DOWEL` BAR NOTE: 1/2" 0 X 18",12`' O.C. THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE 3/(COATED WIHEAVYGREASE)4" 3'-0" MIN. REQUIREMENTS - BERMS MAY BE REQUIRED 5'-0"------ TVARIES__' OUTSIDE OF THE SIDEWALK. q•• 2 E %MAX. MAX y pr° RECYCLED MATERIAL, 1/2 \- SEE NOTE 4 ,� pe 1z, THICK AS MANUFACTURED Sj LONG METAL i I�tln deW°Ik rtY �In w a PROVED EQUAL CO. OR DIAMETER R TO BE011/16L GREATER- THAN INSIDE °jSI e w DIAMETER OF DOWEL .BAR' CAP MUST °e w BE LONG ENOUGH TO COVER 2"OF 3 BARS 0 12" O.C.E.W.OR 28 -DAY CONCRETE DOWEL .AND HAVE STOP SO `END F 4 BARS 0 18" O.C.E.W. STRENGTH= 3000 psi holt CAPIS 1" FROM' ENO OF BAR. (4" THICK MIN.) SEE FINISH NOTE Sty W @@t w + i �� >"� PER TAS STANDARDS SII3Eti'G'ALK EXPANSIONALONG LOCAL STRLEr"FS WN " & CONSTRUCTION JOINT SIDEWALK SLOPE REQUIREMENTS - S v i-oo SAWED OR FORMEQ 3'•O" MIN. 6.-0.. VARIES -- 1/8" TO 3/16' SEN. WITH EXPANSION r �� 2% MAX. JOINT MATERIAL, MIN. 3/8" R T4"x4"x3/16" STRUCTURAL STEEL TUBING SEE NOTE 4 ' O.C. MAXIMU WO.C. MAXIMU 2- O.C. q., .'3 BARS 0 12" O.C.E.W. OR 28 -DAY CONCRETE 5„ 44 BARS 0 18" O.C.E.W. STRENGTH= 3000 psi F(4" THICK SIDEWALK CON -FRACTION JOINT SEE FINISH OET s ALONG -MINOR COLLECTORS 6' L-15"O.C. MIN 8" INTO FALL JOINTS 4"x2"x3/16" STRUCTURAL STEEL TUBING MAX 24" AND LARGER 4"x4"x /16" STRUCTURAL r•x1"x3/16" STRUCTURAL STEEL TUBING CONC. SIDEWALK STEEL UBSING 3-1/2" SEE CONNECTION DETAIL °° 4.. 7.5.. I ' A,CEPTABLE TR FIC RATED 8'-0" VARIES—� TYPICAL 1'EDESrIIM Y2" DIA. BOLT °","�". . ° " PAVER MATERIAL7 2'/, MAX. GIJARI�RAIiA CON TFC770ND�TAU, C 1". MAX. SAND LAYING COURSE SEE NOTE 4 sw1 01 SEE NOTE 3 ACC EPTABLE UNEML��OTES: PAIERIMATERIAL 03 BARS 0 12" O.C.E.W. OR STRENGTH=03000Tpsi '4 BARS 0 18" O.C.E.W. (4" THICK MIN.) ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SIDEWALK PAVER SECTION SEE FINISH NOTE SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH 1S ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL ALON(1111'TINC)R COLLECTORS BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. LARGER / APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS AND LARGER BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. CONCRETE SIDEWALK ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAW. SSV I-02 DETECTABLE WARNING SURFACE F• J GENERAL NOTES FOR c d LANDING 1• 2-, DETECTABLE WARNINGS Wa'_Iy FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL REQUIREMENTS OF ASTM C-936, C-33. LAY IN A TWO BY TWO ago T PEDESTRIAN FACILITIES +x VARIES t 4' 'i is * VARIES F 4' o a'o:o:o•p:o.o.a: 0 0 o:o•.d:a.aaa: 3/16" VARIES NEENAH GRATE BOLTED NWrinolAo iv � o•.a.a:o 0 o a:a"� space N PLACE OR APPROVED • EQUAL y 4, GREEN SPACE ` ALL SLOPES ARE MAXIMUM ALLOWABLE. THE LEAST POSSIBLE SLOPE THAT WILL e 8• e. rO SIDEWALK ° • o:`••H �� SURFACE MUST CONTRAST VISUALLY WITH ADJOINING SURFACES, INCLUDING SIDE FLARES. FURNISH DARK BROWN OR DARK RED , �/I>, 11�, *�Md�, SIDEWALK .� . �,. _ CONCRETE, UNLESS SPECIFIED ELSEWHERE IN THE PLANS. 2. DETECTABLE WARNING SURFACES MUST BE SLIP RESISTANT AND Cr LANDINGS i SHALL BEA 5' X 5' MINIMUM WITH A MAXIMUM 2!• SLOPE IN ANY DIRECTION. 6... t : No, 4 BARS �) AW4w., WARNING e. *" ` \ ` f 12*1 e; J MAX. "�+ DETECTABLE WARNING (YD) VARIES 1 SURFACE \ 3 PROPERTY LINE \ y w 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF PEDESTRIAN PROPERTY L \ _ 4' X 4 WHOLLY CONTAINED WITHIN THE CROSSWALK AND WHOLLY OUTSIDE Q::TRAVEL WHEN ENTERING THE STREET. TRENCH CRATE MAY ONLY BE THE PARALLEL : VEHICULAR TRAVEL PATH. Detectable 9 `� ' 4.SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE ALLOWED WITH PRIOR APPROVAL FROM THE CITY ENGINEER AND f y APPROXIMATE LOCATION FOR THE DETECABLE WARNING , • 'd V ° ': WHERE THERE IS NO OTHER RM AVAILABLE.SEWER SYSTEM ? ** 23' 410' CURB RADIUS} 21.5' (20' CURB RADIUS) e . • : °' e , 16.5'Q& CURB RADIUS) u+ ° i F P \ " ual DEPTH N THE DIRECTION OF PEDESTRIAN TRAVEL. AND EXTEND THE FULL WIDTH OF THE CURB RAMP OR LANDING WHERE THE CROSS SLOPE NOT TO EXCEED Y 2X OR BE LESS THAN IX ON ANY _ W APPROACH IS SUBSTANTIALLY OBSTRUCTED. OTHERWISE, PROVIDE FLARED SIDES. \ "`2S(10'CURB RADIUS) ` j 2L5' 420' CURB RADIUS) PEDESTRIAN ACCESS ROUTE ENTERS THE STREET, = PORIFION OF RAMP OR TRANSITION ` _X TO ' &' 16.5' (25' RADIUS) 01 AND TEXTURE MAY BE FOUND N THE CURRENT EDITION OF THE TEXAS ACCESSIBILITY STREET EDGE NEAREST THE CURB LINE IS A MINIMUM OF 6" AND A CURB STANDARDS (TAS) AND 16 TAC 668.102. MAXIMUM OF 10" FROM THE EXTENSION OF THE FACE OF CURB. A ide (lore t ( DETECTABLE WARNING SURFACES MAY BE CURVED ALONG THE 7 TO SERVE AS A PEDESTRIAN REFUGE AREA, THE MEDIAN SHOULD BE A MINIMUM � CROSS SLOPE NOT TO EXCEED I °" CORNER RADIUS. I !TYP) 2X OR BE LESS THAN IX ON ANY e' CONTROL JOINT PERMISSIBLE OVER OR THR UCH THEM. • 7. ACCEPTABLE PAVER MATERIAL SHALL BE CLAY, VITRIFIED POLYMER COMPOSITE, PRECAST POLYMER CONCRETE, PORTION OF RAMP OR TRANSITION CROSSWALK DI ENSIONS. CROSSWALK MARKINGS AND STOP BAR LOCATIONS SHALL BE e .• AND CONCRETE. TO STREET AS SHOWN EL WHERE IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK MARKINGS ARE) OT REQUIRED, CURB RAMPS SHALL BE ALIGNED WITH THEORETICAL 9 CROSSWA IKS. i AS DIRECTED BY THE ENGINEER, EXISTING FEAT S THAT COMPLY WITH TAS MAY REMAIN IN PLACE UNLESS Isometric' Lien° 5'/6' SIDEWALK AMBITLATORY OTHERWISE SHI ON THE PLANS. 8' SIDLI VALK AMBULATORY SIDEWALK DRAINAGE TRENCH GRATE RAMP AT STREET INTERSECTION RAMP AT STREET INTERSECTION(�. ON ACCESSIBLE ROUTE CROSSES (PENETRATES) A CURB, SW�3-01 SNV3-02 S��4 3-00 *CROSS SLOPE NOT TO EXCEED 27 OR BE LESS THAN i% ON ANY *CROSS SLOPE NOT TO EXCEED 21 OR BE LESS THAN i% ON ANY *CROSS SLOPE NOT TO EXCEED 27 OR BE LESS THAN 1'!. ON ANY PORTION OF RAMP OR TRANSITION/ TO STREET PORTION OF RAMP OR TRANSITION PORTION OF RAMP OR TRANSITION 12. TO STREET / TO STREET / STREET, 13, FLARES PE')! HALL NOT EXCEED 10% MEASURED ALONG CURB LINE. q1P / ,1hqR i PROP TY / PROPERTY / LINE PROPERTY LINE DETECTABLE - --' / / / DETECTABLE WARNING / DETECTABLE / WARNING f 8' SIDEWALK SURFACE �� ` r- SURFACES --- SURFACE RAMP* z AMP* 6' SIDEWALK -L �..x, OPE se + y 2 AINP*u'° ti 5' SIDEWN K �•r, 1:12 "V a°e> AX a AX. � SLOPE MAY 31 EXPANSION JT. & 3 EXPANSION JT. & SMOOTH DOWEL BAR, SMOOTH DOWEL BAR, EXPANSION JT. 6 BACK SMOOTH DOWEL BAR,CAP 1/2" 01A1 X 16". WITH 0 12" O.C. BACK" 1/2" OIA, X 16", WITH CAP 6 12" O.C, BACK OF CURB DIA X 16", WITH AP CCAP 0 12" O.C. (COATED W/HEAVY OF CURB 6' MIN. GREASE) (COATED W/HEAVY OF CURB 6' MIN• GREASE) 6"MIN. (COATED W/HEAVY GREASE) 8' SIDEWALK AMBULATORY RAMP 6" SIDEWALK AMBULATORY RAMP �5' SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION &DRIVES AT STREET INTERSECTION DRIVES ALT STREET INTERSECTION & DRIVES .SNNT3-03 SW3-04 h SVV3-05 DETECTABLE WARNING SURFACE 6" MIN. `— FACE OF 10" MAX, CURB TYPICAL PLACEMENT OF DETECTABLE WARNING SI.JRFACE ON U NDING AT STREET EDGE SW2-00 0 Landing m�u a a9 4de ning Surface pormlel to 4" Max el) and Usual o:4i:o:at'A (5 0 o c o.acloo'b,gaa. flare iv E pical) mnce of 10" Max Curb TYPICAL PLACEMENT OF DETECTABLE -IRNING SURFACE ON SLOPING RAMP RUN SW2-01 0 5'x 5' o LANDING m�v tae a v W V 0 +aF \AX. N 6'rt— 6. Face of (TYPICAL) 1 4'RAMP WIDTH (TYPICAL) Curb ( T YPICAL) TYPICAL j"1BULYFORY ltk�' `t' FL UtED WINGS W2-02 F• J GENERAL NOTES FOR c d LANDING 1• 2-, DETECTABLE WARNINGS Wa'_Iy FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL REQUIREMENTS OF ASTM C-936, C-33. LAY IN A TWO BY TWO ago T PEDESTRIAN FACILITIES � is z o a'o:o:o•p:o.o.a: 0 0 o:o•.d:a.aaa: 4" MAX. AND USUAI. iv � o•.a.a:o 0 o a:a"� 4. F 29 THE E T ERAS ACCESSIBILITY STANDARDS (TAS), THE I. ALL SLOPES ARE MAXIMUM ALLOWABLE. THE LEAST POSSIBLE SLOPE THAT WILL 6" MIN. `— FACE OF 10" MAX, CURB TYPICAL PLACEMENT OF DETECTABLE WARNING SI.JRFACE ON U NDING AT STREET EDGE SW2-00 0 Landing m�u a a9 4de ning Surface pormlel to 4" Max el) and Usual o:4i:o:at'A (5 0 o c o.acloo'b,gaa. flare iv E pical) mnce of 10" Max Curb TYPICAL PLACEMENT OF DETECTABLE -IRNING SURFACE ON SLOPING RAMP RUN SW2-01 0 5'x 5' o LANDING m�v tae a v W V 0 +aF \AX. N 6'rt— 6. Face of (TYPICAL) 1 4'RAMP WIDTH (TYPICAL) Curb ( T YPICAL) TYPICAL j"1BULYFORY ltk�' `t' FL UtED WINGS W2-02 Face of curb MIN. 4" 1:RUNGA M0 DQ.11L' PA 11 LRN No. REB AT 18" AX;) ON -CENTER C-14 li l>'A1i P BOT WAI S CLASS A CONCRETE • SHALL CONFORM TO APPLICABLE SPECIFICATIONS i 5LiC7YQjVA A DErI�ECr1,ABLE WARNING PAVER SW2-03 LJ CITY OF B° YAN The Good Life, TorI s Str1c,�� DRAWN BY: U.M. DATE: 01-01-09 SCALE: N T S APPROVED: W. - K. F I GURIE - i i �I SHEET 1 OF 1 i i GENERAL NOTES FOR GENERAL NOTES (PAVERS) 1• 2-, DETECTABLE WARNINGS FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL REQUIREMENTS OF ASTM C-936, C-33. LAY IN A TWO BY TWO Q PEDESTRIAN FACILITIES 1. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING SURFACE THA GENERAL NOTES UNIT BASKET WEAVE PATTERN OR AS DIRECTED. FULL-SIZE FIRST CONSISTS OF RAISED TRUNCATED DOMES COMPLYING WITH SECTION 4. F 29 THE E T ERAS ACCESSIBILITY STANDARDS (TAS), THE I. ALL SLOPES ARE MAXIMUM ALLOWABLE. THE LEAST POSSIBLE SLOPE THAT WILL SURFACE MUST CONTRAST VISUALLY WITH ADJOINING SURFACES, INCLUDING SIDE FLARES. FURNISH DARK BROWN OR DARK RED STILL DRAIN PROPERLY SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE DETECTABLE WARNING SURFACE ADJACENT TO UNCOLORED OFAPPROACH SIDEWALKS AS DIRECTED. CONCRETE, UNLESS SPECIFIED ELSEWHERE IN THE PLANS. 2. DETECTABLE WARNING SURFACES MUST BE SLIP RESISTANT AND LANDINGS i SHALL BEA 5' X 5' MINIMUM WITH A MAXIMUM 2!• SLOPE IN ANY DIRECTION. 2 C) _ cn NOT ALLOW WATER TO ACCUMULATE, •9 C � 2'0 i' 3 MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS SHALL BE A MINIMUM OF w 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF PEDESTRIAN 4' X 4 WHOLLY CONTAINED WITHIN THE CROSSWALK AND WHOLLY OUTSIDE Q::TRAVEL WHEN ENTERING THE STREET. a 0b THE PARALLEL : VEHICULAR TRAVEL PATH. Detectable 4.SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE 4 MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND CURB RAMP IS 2%. APPROXIMATE LOCATION FOR THE DETECABLE WARNING *ith wartruncated pover with truncofed dome surface SURFACE FOR EACH CURB RAMP TYPE, 5 CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS 5. DETECTABLE WARNING SURFACES SHALL BE A MINIMUM OF 24" IN i WOULD NOT NORMALLY WALK ACROSS THE RAMP,EITHER BECAUSE THE ADJACENT SURFACE j IS PLANTING OR OTHER NON -WALKING SURFACE OR BECAUSE THE SIDE " ual DEPTH N THE DIRECTION OF PEDESTRIAN TRAVEL. AND EXTEND THE FULL WIDTH OF THE CURB RAMP OR LANDING WHERE THE EXPANSI AS RE0 APPROACH IS SUBSTANTIALLY OBSTRUCTED. OTHERWISE, PROVIDE FLARED SIDES. TRUNCATED DOME SURFACECon PEDESTRIAN ACCESS ROUTE ENTERS THE STREET, 6 ADDITIONAL INFORMATION ON CURB RAMP LOCATION, DESIGN, LIGHT RELECTIVE VALUE 6. DETECTABLE WARNING SURFACES SHALL BE LOCATED SO THAT THE AND TEXTURE MAY BE FOUND N THE CURRENT EDITION OF THE TEXAS ACCESSIBILITY 1" MORTAR BED •SHALL CONFORM TO EDGE NEAREST THE CURB LINE IS A MINIMUM OF 6" AND A STANDARDS (TAS) AND 16 TAC 668.102. MAXIMUM OF 10" FROM THE EXTENSION OF THE FACE OF CURB. A ide (lore i' ( DETECTABLE WARNING SURFACES MAY BE CURVED ALONG THE 7 TO SERVE AS A PEDESTRIAN REFUGE AREA, THE MEDIAN SHOULD BE A MINIMUM iv CORNER RADIUS. OF 5' WIDE. MEDIANS SHOULD BE DESIGNED TO PROVIDE ACCESSIBLE PASSAGE !TYP) CONTROL JOINT PERMISSIBLE OVER OR THR UCH THEM. 7. ACCEPTABLE PAVER MATERIAL SHALL BE CLAY, VITRIFIED POLYMER COMPOSITE, PRECAST POLYMER CONCRETE, 8. CROSSWALK DI ENSIONS. CROSSWALK MARKINGS AND STOP BAR LOCATIONS SHALL BE AND CONCRETE. e�'� AS SHOWN EL WHERE IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK MARKINGS ARE) OT REQUIRED, CURB RAMPS SHALL BE ALIGNED WITH THEORETICAL 9 CROSSWA IKS. i AS DIRECTED BY THE ENGINEER, EXISTING FEAT S THAT COMPLY WITH TAS MAY REMAIN IN PLACE UNLESS OTHERWISE SHI ON THE PLANS. IC HANDRAILS AR NOT REQUIRED ON CURB RAMPS. PROVIDE CURB RAMPS WHEREVER ON ACCESSIBLE ROUTE CROSSES (PENETRATES) A CURB, 11 SEPARATE CUR RAMP AND LANDINGS FROM ADJACENT SIDEWALK AND ANY OTHER LEMENTS�WIT PREMOLD OR BOARD JOINT OF 3/4" UNLESS OTHERWISE DIRECTED Y THEGINE R. E 12. PROVIDEI SMOOTH TRANSITION WHERE THE CURB RAMPS CONNECT TO THE STREET, 13, FLARES PE')! HALL NOT EXCEED 10% MEASURED ALONG CURB LINE. Face of curb MIN. 4" 1:RUNGA M0 DQ.11L' PA 11 LRN No. REB AT 18" AX;) ON -CENTER C-14 li l>'A1i P BOT WAI S CLASS A CONCRETE • SHALL CONFORM TO APPLICABLE SPECIFICATIONS i 5LiC7YQjVA A DErI�ECr1,ABLE WARNING PAVER SW2-03 LJ CITY OF B° YAN The Good Life, TorI s Str1c,�� DRAWN BY: U.M. DATE: 01-01-09 SCALE: N T S APPROVED: W. - K. F I GURIE - i i �I SHEET 1 OF 1 i GENERAL NOTES (PAVERS) 1• 2-, FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL REQUIREMENTS OF ASTM C-936, C-33. LAY IN A TWO BY TWO Q �- 2T UNIT BASKET WEAVE PATTERN OR AS DIRECTED. FULL-SIZE FIRST LAY UNITS FOLLOWED BY CLOSURE UNITS C CONSISTING OF AT LEAST 25 PERCENT OF A FULL UNIT. CUT 0 0 0 0 T• •9 C � 2'0 Landing DETECTABLE WARNING PAVER UNITS USING A POWER SAW. 4_ O O O O 2„ r a 0b Detectable NO. 3 REBAR AROUND PAVER INSET *ith wartruncated pover with truncofed dome surface DETECTABLE WARNING PAVER WITH D ,%T(:'TgRrr T'T'.AR.•��`G P4 VFR " ual EXPANSI AS RE0 N JOINT RED TRUNCATED DOME SURFACECon 1" MORTAR BED •SHALL CONFORM TO kond A ide (lore IDE FLAR ( APPLICABLE SPECIFICATIONS iv AjA (Typical) !TYP) CONTROL JOINT PERMISSIBLE e�'� Face of curb MIN. 4" 1:RUNGA M0 DQ.11L' PA 11 LRN No. REB AT 18" AX;) ON -CENTER C-14 li l>'A1i P BOT WAI S CLASS A CONCRETE • SHALL CONFORM TO APPLICABLE SPECIFICATIONS i 5LiC7YQjVA A DErI�ECr1,ABLE WARNING PAVER SW2-03 LJ CITY OF B° YAN The Good Life, TorI s Str1c,�� DRAWN BY: U.M. DATE: 01-01-09 SCALE: N T S APPROVED: W. - K. F I GURIE - i i �I SHEET 1 OF 1 i NOTE NOTES: MANHOLE BASE SHALL BE PLACED ON FIRM SUBGRAOE. t. A MAX. OF 4 AND A MN. OF 2 THROAT RINGS 4. MANHOLE LOCATION AND COMPACTION AS FOLLOWS: ADDITION OF CEMENT STABILIZED SAND OR GRAVEL I SHAI I RF n¢Fn AT CAP u °IAh. r%. a 3. MANHOLE BASE THICKNESS AND FOUNDATION STREET RIGHT-OF-WAY AS FOLLOWS: 6. IN FLOODPLAIN$ OR AREAS OF CONCENTRATED ' MANHOLE DEPTH (FT.) BASE THICKNESS FLOW, THE CONE SHALL EXTEND 1F00T ABOVE SEE NOTE 7, 0 12 _ _ _ _ _ _ _ _ _ _ . 8•• THE BASE FLOOD ELEVATION OR A BOLT DOWN WATER -TIGHT RING AND COVER SHALL 'BE USED, t2 AND OVER _ _ _ _ _ _ _ _ _ t2' VENTED WHERE REQUIRED. 7. WARNING SIGN ONLY TO BE PLACED WHERE SEWER CROSSES OPEN FIELDS. SEWER SIGN E I MANHOLE SIGN (SEE DETAIL 53.05) STD. DUCTILE IRON MANHOLE COVE L 3' MIN AND FRAME (30" DIA. OPENING) OR EOUAL S1:'Lry71(%A.r1'1 -11 12" MAX. SEE NOTE 1 r 12" MAX.,,,, ... E,2 SEE NOTE 1.2 •6' PRECAST REINFORCED 2'•6-. CLASS •'A•• CONC. CONIC. MANHOLE SECT. b VARIES 3000 PSI IN 28 DAYS ASTM IDES. C-478 VARIES BACK FILL AROUND MH SHALL 8' GREEN, HEAVY DUTY, STANDARD CLEANOUT (SEE TABLE) . VARIES WING CHANNEL POST STANDARD CROSS PLUG g, 6 MN; .: RI- BE AS PER NOTE 4, VARIES 5' MIN. 5" MI...• 24'• MIN. 24" MIN. . (SEE TABLE) RUBSER•GASKET JOINTS -,- W/ MORTAR SEALANT vAR�ES CEMENT STABILIZED nt INSIDE AT ALL JOINTS SAND AS SHOWN. '-'INVERT - 3/4 DIAMETER OF PIPE STANDARD CROSS •`' 9 UP TO 24". 24" AND LARGER PLUG Vrny 6" MIN. 3" 2'-0 SHALL BE FULL DEPTH INVERTS. VARIES A VARES •. " A WATERSTOP-PiPECONX BASE MANHOLE ADAPTER SEAL, •4 BARS, 8" O.C.E.W. 90° BEND vAraEs 90° BEND OR APPROVED EQUAL. ■a BARS BENT Q 90° AND 12 REO'D) NOTE DEPTHS GREATER THAN 12' WATERSTOP-PIPECONX TIED TO WALL AND BASE. 6" MIN. WILL REQUIRE 2 MATS OF MANHOLE ADAPTER SEAL, SEE BASE : r,•' i .,;•., ;SO -•r. ,r• REINFORCING STEEL IN THE OR APPROVED EOUAL. /-4BARS. 8" O.C.E.W. NOTE FOUNOATIO (2 REDID) NOTE: DEPTHS GREATER THAN 12' BASE. WILL REQUIRE 2 MATS OF WATERSTOP-PIPECONX REINFORCING STEEL IN THE BASE. F "41 BARS, 8" O.C.E. -• DEPTHS �S1'I'V PLAGL' �Lg11 ROLL GREATER THAN 12 FEET WILL REQUIRE MANHOLE ADAPTER SEAL, CAOR APPROVED EQUAL, y1�L'_G1�.5'1' i11�;H(�LI� 2 MATS OF REINFORCING STEEL IN THE l2 REO'0) BASE STANDARD DROP MANHOLE STANDARD MANHOLE NOTE: CAP CLEAN-OUT AT BLIND FLANGE ON RESTRAINED JOINT FOR FORCE MAWS. n PVC CROSS S I -02 NOTES, CAST -IN-PLACE MH PUC PLUG WITH HALF MOON PIPE O.D. 1. t" DIA. "STARTER" HOLES SHALL BE DRILLED THROUGH WALL OF SEE DETAIL tFOR CUM our OF IT TO FORM p 4.. REMOVE INVERT AS REQUIRED - EXISTING MANHOLE SPACED 3" APART CENTER TO CENTER. CONSTRUCTIONN OI OF MH DAM HALF THE PIPE OIA AFTER "STARTER" HOLES HAVE BEEN INSTALLED AND APPROVED AND NEW INVERT FOR NEW PERIPHERAL LINE. NEW INVERT SHALL BY A CITY INSPECTOR. THE CONTRACTOR SHALL BEGIN REMOVING STARTER" HOLES HAVE SMOOTH TRANSITION THE CONCRETE INSIDE .THE PERIPHERAL "STARTER" HOLES. (SEE NOTE 1<1 INTO EXITING INVERT, REWORK CONCRETE SHALL BE REMOVED WITH PNEUMATIC; HAND TOOLS. PUC PIPE ONE SIZE 2. THE NUMBER OF REBAR DOWELS SHALL VARY WITH SIZE OF GROUT SMALLER THAN EXISTING INVERT AS REOUIRED. PIPE INLET OPENING, REBAR SHALL NOT BE SPACED MORE THAN 12" CC. 1.3/4" STAINLESS OPENING CREATION DETAIL 3. WATERSTOP SHALL BE INSTALLED IN STRICT ACCORDANCE WITH SEE PpLLAN�p T+aOFL r p+PE STEEL BANDS A NON -SHRINK MANUFACTURERS REQUIREMENTS. S:IE, TfPE ANDV ELEV : (TYP) GROUT 4, CONCRETE .SHALL BE 3,000 P.S.I. 5/8" STAINLESS STEEL -,,,45° EL80w BOLTS W/ EXPANSION (TURN BOW CONCRETE p_0. SYNKO-FLEX PREFORMEID ANCHORS 6 GROUT IN PLACE) LOCK PLASTIC ADESIVIE DI/�M�TgR� fTYP) •3 REBAR na" LONG) WATERSTOP, OR APPROVED T,0„' VARIES EMBEDDED AND EOUAL. (SEE NOTE 3.) EPDXYED INTO MANHOLE 2" (,R. NpN-gHRINK WALL 3". (SEE NOTE 2.) WATERSTOP PIPECONX (TP,) GROUT SET ELEVATION EQUAL TO t MANHOLE ADAPTER ��- NEW INVERT TOP OF LARGEST PIPE W MH 5EE aROr tort �E i PPL ESO. SEAL. OR APPROVED PIPE 0. �- ' S:ZE,�1raE AND wviEv $' EQUAL: (2 REDID) PLUS 1 1 CONNECTION DETAIL SECTION VIEW WATERSTOP•PIPECONX �1 MANHOLE CONNECTION DETAIL B-1 MANHOLE ADAPTER SEAL. v CHANNEL FORMED IN CONC. BASE B OR APPROVED EOUAL. INSIDE DROP MANHOLE STANDARD MANHOLE TI&IN ' lCONNECTION DETAIL SECTION VIEW S1-01 s1 -ml NOTE] 4" PVC EXTENSION 4 2• 2' 2' 2' W/PVC CAP NEAREST BELL M MAX 6'8" TYP MAX 6'8" TYP 6'8" TYP. MAX 1, WHERE DOUBLE WYE SERVICE ELEVATION IS LESS THAN 2'-7" BELOW PROPOSED BACK OF CURB, (SEE NOTE 3) JOINT (TYP. r• MAX MIN. SLAB ELEV, MUST BE SET TO ALLOW SANITARY SEWER SERVICE. 2.0' EA END) CLR. 2. MARK EACH SERVICE END WITH METAL "T" POST PAINTED GREEN. � 3, ALL SERVICE CONNECTIONS WITHPVC WYE WITHIN THE R -O -W SHALL BE ASTM 03034 SDR26 WITH GASKETS. PVC CAP 9 m 4. ALL SERVICE CONNECTIONS Ii EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN UNE CONSTRUCTION: 5. A CLEAN OUT IS REOUIREO AND WILL BE INSTALLED BY THE PLUMBER AT THE ROW FOR EACH SERVICE. (SEE NOTE 31 I IL a� 6. LOT CORNERS SHALL BE MARKED WITH A LATH UNDER THE SUPERVISION OF A RPLS UPON COMPLETION OF I_ CONSTRUCTION. MAY BE REQUIRED TO STABILIZE FOUNOATiON, OR EXISTING RIGHT-OF-WAY. """ "• "`^ ATI COMPACTION REQUIREMENT MANHOLE DU► MAIN SIZE IQ CARRIER PIPE STEEL CASING CASING SPACER _ _ 2. USE EKA SEALANT PAVEMENT - - - - - - - _ 98 %'STANDARD PROCTOR - ASTM D 698 .4 FT <18in. APPROVED EQUAL 14 i -PC. PULL -DN WATER E . A LANDSCAPE AREA- - - - 5 FT )ISin. C30in. BETWEEN RWC/GOVER,ADJUSTMENT RINGS 90 % STANDARD PROCTOR - ASTM p 69$ 42" 1 TIGHT NEOPRENE END AND CHIMNEY OR CORBEL/CONE SECTION. 5, NO RINGS ARE REOUIREO.OUTSIDE OF 6 FT >36in. 3. MANHOLE BASE THICKNESS AND FOUNDATION STREET RIGHT-OF-WAY AS FOLLOWS: 6. IN FLOODPLAIN$ OR AREAS OF CONCENTRATED ' MANHOLE DEPTH (FT.) BASE THICKNESS FLOW, THE CONE SHALL EXTEND 1F00T ABOVE SEE NOTE 7, 0 12 _ _ _ _ _ _ _ _ _ _ . 8•• THE BASE FLOOD ELEVATION OR A BOLT DOWN WATER -TIGHT RING AND COVER SHALL 'BE USED, t2 AND OVER _ _ _ _ _ _ _ _ _ t2' VENTED WHERE REQUIRED. 7. WARNING SIGN ONLY TO BE PLACED WHERE SEWER CROSSES OPEN FIELDS. SEWER SIGN E I MANHOLE SIGN (SEE DETAIL 53.05) STD. DUCTILE IRON MANHOLE COVE L 3' MIN AND FRAME (30" DIA. OPENING) OR EOUAL S1:'Lry71(%A.r1'1 -11 12" MAX. SEE NOTE 1 r 12" MAX.,,,, ... E,2 SEE NOTE 1.2 •6' PRECAST REINFORCED 2'•6-. CLASS •'A•• CONC. CONIC. MANHOLE SECT. b VARIES 3000 PSI IN 28 DAYS ASTM IDES. C-478 VARIES BACK FILL AROUND MH SHALL 8' GREEN, HEAVY DUTY, STANDARD CLEANOUT (SEE TABLE) . VARIES WING CHANNEL POST STANDARD CROSS PLUG g, 6 MN; .: RI- BE AS PER NOTE 4, VARIES 5' MIN. 5" MI...• 24'• MIN. 24" MIN. . (SEE TABLE) RUBSER•GASKET JOINTS -,- W/ MORTAR SEALANT vAR�ES CEMENT STABILIZED nt INSIDE AT ALL JOINTS SAND AS SHOWN. '-'INVERT - 3/4 DIAMETER OF PIPE STANDARD CROSS •`' 9 UP TO 24". 24" AND LARGER PLUG Vrny 6" MIN. 3" 2'-0 SHALL BE FULL DEPTH INVERTS. VARIES A VARES •. " A WATERSTOP-PiPECONX BASE MANHOLE ADAPTER SEAL, •4 BARS, 8" O.C.E.W. 90° BEND vAraEs 90° BEND OR APPROVED EQUAL. ■a BARS BENT Q 90° AND 12 REO'D) NOTE DEPTHS GREATER THAN 12' WATERSTOP-PIPECONX TIED TO WALL AND BASE. 6" MIN. WILL REQUIRE 2 MATS OF MANHOLE ADAPTER SEAL, SEE BASE : r,•' i .,;•., ;SO -•r. ,r• REINFORCING STEEL IN THE OR APPROVED EOUAL. /-4BARS. 8" O.C.E.W. NOTE FOUNOATIO (2 REDID) NOTE: DEPTHS GREATER THAN 12' BASE. WILL REQUIRE 2 MATS OF WATERSTOP-PIPECONX REINFORCING STEEL IN THE BASE. F "41 BARS, 8" O.C.E. -• DEPTHS �S1'I'V PLAGL' �Lg11 ROLL GREATER THAN 12 FEET WILL REQUIRE MANHOLE ADAPTER SEAL, CAOR APPROVED EQUAL, y1�L'_G1�.5'1' i11�;H(�LI� 2 MATS OF REINFORCING STEEL IN THE l2 REO'0) BASE STANDARD DROP MANHOLE STANDARD MANHOLE NOTE: CAP CLEAN-OUT AT BLIND FLANGE ON RESTRAINED JOINT FOR FORCE MAWS. n PVC CROSS S I -02 NOTES, CAST -IN-PLACE MH PUC PLUG WITH HALF MOON PIPE O.D. 1. t" DIA. "STARTER" HOLES SHALL BE DRILLED THROUGH WALL OF SEE DETAIL tFOR CUM our OF IT TO FORM p 4.. REMOVE INVERT AS REQUIRED - EXISTING MANHOLE SPACED 3" APART CENTER TO CENTER. CONSTRUCTIONN OI OF MH DAM HALF THE PIPE OIA AFTER "STARTER" HOLES HAVE BEEN INSTALLED AND APPROVED AND NEW INVERT FOR NEW PERIPHERAL LINE. NEW INVERT SHALL BY A CITY INSPECTOR. THE CONTRACTOR SHALL BEGIN REMOVING STARTER" HOLES HAVE SMOOTH TRANSITION THE CONCRETE INSIDE .THE PERIPHERAL "STARTER" HOLES. (SEE NOTE 1<1 INTO EXITING INVERT, REWORK CONCRETE SHALL BE REMOVED WITH PNEUMATIC; HAND TOOLS. PUC PIPE ONE SIZE 2. THE NUMBER OF REBAR DOWELS SHALL VARY WITH SIZE OF GROUT SMALLER THAN EXISTING INVERT AS REOUIRED. PIPE INLET OPENING, REBAR SHALL NOT BE SPACED MORE THAN 12" CC. 1.3/4" STAINLESS OPENING CREATION DETAIL 3. WATERSTOP SHALL BE INSTALLED IN STRICT ACCORDANCE WITH SEE PpLLAN�p T+aOFL r p+PE STEEL BANDS A NON -SHRINK MANUFACTURERS REQUIREMENTS. S:IE, TfPE ANDV ELEV : (TYP) GROUT 4, CONCRETE .SHALL BE 3,000 P.S.I. 5/8" STAINLESS STEEL -,,,45° EL80w BOLTS W/ EXPANSION (TURN BOW CONCRETE p_0. SYNKO-FLEX PREFORMEID ANCHORS 6 GROUT IN PLACE) LOCK PLASTIC ADESIVIE DI/�M�TgR� fTYP) •3 REBAR na" LONG) WATERSTOP, OR APPROVED T,0„' VARIES EMBEDDED AND EOUAL. (SEE NOTE 3.) EPDXYED INTO MANHOLE 2" (,R. NpN-gHRINK WALL 3". (SEE NOTE 2.) WATERSTOP PIPECONX (TP,) GROUT SET ELEVATION EQUAL TO t MANHOLE ADAPTER ��- NEW INVERT TOP OF LARGEST PIPE W MH 5EE aROr tort �E i PPL ESO. SEAL. OR APPROVED PIPE 0. �- ' S:ZE,�1raE AND wviEv $' EQUAL: (2 REDID) PLUS 1 1 CONNECTION DETAIL SECTION VIEW WATERSTOP•PIPECONX �1 MANHOLE CONNECTION DETAIL B-1 MANHOLE ADAPTER SEAL. v CHANNEL FORMED IN CONC. BASE B OR APPROVED EOUAL. INSIDE DROP MANHOLE STANDARD MANHOLE TI&IN ' lCONNECTION DETAIL SECTION VIEW S1-01 s1 -ml NOTE] 4" PVC EXTENSION 4 2• 2' 2' 2' W/PVC CAP NEAREST BELL M MAX 6'8" TYP MAX 6'8" TYP 6'8" TYP. MAX 1, WHERE DOUBLE WYE SERVICE ELEVATION IS LESS THAN 2'-7" BELOW PROPOSED BACK OF CURB, (SEE NOTE 3) JOINT (TYP. r• MAX MIN. SLAB ELEV, MUST BE SET TO ALLOW SANITARY SEWER SERVICE. 2.0' EA END) CLR. 2. MARK EACH SERVICE END WITH METAL "T" POST PAINTED GREEN. � 3, ALL SERVICE CONNECTIONS WITHPVC WYE WITHIN THE R -O -W SHALL BE ASTM 03034 SDR26 WITH GASKETS. PVC CAP 9 m 4. ALL SERVICE CONNECTIONS Ii EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN UNE CONSTRUCTION: 5. A CLEAN OUT IS REOUIREO AND WILL BE INSTALLED BY THE PLUMBER AT THE ROW FOR EACH SERVICE. (SEE NOTE 31 I IL a� 6. LOT CORNERS SHALL BE MARKED WITH A LATH UNDER THE SUPERVISION OF A RPLS UPON COMPLETION OF I_ CONSTRUCTION. i �j I' is 4" PVC EXTENSION - NOTE: CAP NOTE: CLNl. RAL!NOTLS: (SEE NOTE 3y �! l 1. WHERE DOUBLE WYE SERVICE 2.0' METER 8011 OR STANDARD ELEVATION IS LESS THAN 2'-7' PVC WYE WITH CLEAN -our Boor ALL AREA', WHERE EkISTiNC VEGETATION AND GRASS COVER HAVE BEEN BARED BELOW PROPOSED BACK OF PVC CAP w BY CONST UCTION SHALL BE ADEOUATELY BLOCK SODDED OR HYDROMULCHEO CURB• MIN. SLAB ELEV. MUST (SEE NOTE 3) a AND WATE ED UNTIL] ]GROWTH IS ESTABLISDHED. IN DEVELOPED AREAS WHERE BE SET TO ALLOW SANITARY i gyp= � " •�• SEWER SERVICE. GRASS IS RESENT, BLOCK SOD WILL BE REOUIREO. BARED AREAS SHALL BE 2. MARK EACH SERVICE END WITH a' SEEDED 01' SODDED:TNITHiN 14 CALENDAR DAYS OF LAST DISTURBANCE. METAL "T" POST PAINTED GREEN. APPROVED EROSION.jCONTROL MEASURES MUST BE INSTALLED DURING THE L/ 3. ALL MATERIAL SHALL BE ASTM 1� ENTIRE Tlh THAT Eu' TH )HAS BEEN BARED BY CONSTRUCTION AND SHALL z 03034 SDR26 W/ GASKETS STAY IN FI ACE UNTiL ACQEPTABLE VEGETATIVE GROWTH IS ESTABLISHED o a AFTER COI STRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR, 4. A CLEAN OUT IS REQUIREDcn ALL EROSI,N CONTROL MEI ORES SHOULD BE CLEANED OF SILT AFTER AND WILL BE INSTALLED BY 6" CLEAN OUT STACK THE PLUMBER AT THE ROW DIP OR PVC EVERY RAIZ . w FOR EACH SERVICE. FOR EARTH,SEE BEDDING � SEE NOTE 4 AND TRENCH DETAIL ESTABLISH) ENT OF VEGETi TION MAY BE A WARRANTY ITEM. I PL4N STRUCTURAL BACKFILL 11AREA INCLUDES ALL PAVED REAS (SIDEWALKS, STREETS, ALLEYS, R•0 -W OR EDGE OF EASEMENT DRIVEWAYS,) D PARKING AREAS) AND SHALL 2" CUSHION REOUIREO EXTEND 5'B POND THE L CURB LINE, STRUCTURAL CEMENT STABILIZED FOR ROCK, CONCRETE BACKFILL S L BE CEMENT I' STABILIZED (OPTION SANG AS SHOWN: N VARIES NOT LESS THAN 3'• NO. 2 IN S2 2) OR EXCAVATED SOIL COMPACTED B/C 4F I 5' �j TO 98% MAX UM DRY(DENSITY AS PER ASTM D698 WITHIN OPTt M TO -4% WET OF OPTIMUM IS MAX. C (OPTION Nt). IN S2.02i �JQ` �►` (SEE NOTE 1.) I •��'JG�`� � - PVC (SEE NOTE 3) _ (MIN. 17 SLOPE) ST0.45° BEND PAVEMENT AREAS ( y��Q` [J VARIESrIN HEIGHT 45°SENO B/C STANDARD CLEAN j L slgEwa li STD. 45° BEND 2.0 SEE NOTE 4 OUT FOR MAIN LINE STR� CT I.J1 AL BACK1�'ILL AREATEE WYE SERVICE S2-01 S 2-03 FITTING (SEWER WYE AND 1/8' BEND) ® I� 'EI' C'C� lr''�'FC TT(li�'PRl-LFII E SELECT NATIVE MATERIAL OR i NAL GROUND IN MATERIAL EXCAVATED FROM THE DITCH. (WHICH IS FREE OF FVT I RE STREET AREA ROCKS, LUMPS. CLODS. OR DEBRIS LARGER THAN TWO (2) INCHES IN THE LARGEST DIMENSION), COMPACTED TO A MINIMUM OF 90/. OF MAXIMUM DENSITY AS DETERMINED BY 2' R -O -WOR EDGE OF EASEMENT ASTM 0698 (STANDARD) AT A MOISTURE CONTENT WITHIN �.__ AO SELECT MATERIAL OPTIMUM TO -4% OF OPTIMUM UNDER NON-STRUCTURAL - Q SELECT MATERIAL AREAS (IC...YARDS, PASTURES. EASEMENTS) AND TO A 12" MIN �--- ©CEMENT STABILIZED MINIMUM OF 987 OF MAXIMUM DENSITY AS DETERMINED ©tMANUA LY t2'• MIN. SAND i` VARIES BY ASTM 0698 (STANDARD) AT A MOISTURE CONTENT WITHIN CONSOU' ATE © (MANUALLY Con f7Ti , OPTIMUM TO -47 OF OPTIMUM UNDER NEW STREET AND AT DPTII UM CONSOLIDATE PAVEMENT AREAS.,. R7- C MOIST 6" BELOW U E) AT OPTIMUM 3.5' MAX. � :.. R PIP ®G ANULAR MATERIAL E BELL I' 6" BELOW MOISTURE) (SEE NOTE 1.} MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE O.D. PIPE BELL OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC PIPE UNDISTURBI'D SOIL O.D. PVC (SEE NOTE 3) MATERIAL AND WHICH. WHEN TESTED BY STANDARD O.D. I PIPE UNDISTURBED SOIL /...a..d (MIN. i% SLOPE) LABORATORY METHODS, MEET THE FOLLOWING .REOUIREMENTS: O.U. MAXIMUM LIQUID LIMIT 45 6" MIN./12" MAX. PLACEI METAL DETECTOR _,•err, MAXIMUM PLASTICITY INDEX t5 TAPE AT A MINIMUM OF 24" MAXIMUM PERCENT PASSING N0. 200 SIEVE 35 ABOVE TOP OF PIPE 6" MIN/12" MAX. 2.0 MINIMUM MMATERIALPERCENT PASSING 4 SHALL BE FREE - SIEVE -100 THE FLOWING AND WHEN WET, SHALL 0PTI(11yX0. 1 NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. QP710r�'� 7a 2 con WYE SERVICE SEE NOTE 4 FITTING (SEWER TEE) © CEMENT STABILIZED SAND STANDARD Cy01VVFC7'I01\rPR0FII,E NOTES, I. FOR BEDDING ANO TRENCHING WITHIN &L P VEO AREAS. SEE OETAILS FOR OPEN CUT STREETS. SANITARY SEWER2. ALL BEDDING $ INSTALLATION OF PVC PIPE SHALL BE IN ACCORDANCE TO ANS(/AWWA STANDARDS AND FOR PVC PIPE. L� L, , r , (� BEDDING' 1ZL�ID TRENCH NCH 3 -ALL BEDDING & INSTALLATION OF DUCTILE ONS IPE SHALL BE IN ACCORDANCE TO ANSI/AWWA C150/A21.50. SERVICE C(JNNEC I ION 4. COMPACTION SHALL BE ATTAINED 8Y MECH )CAL TAMPING. FOR DI PIP 4' & PVC PUPA]!]S EACH WORKING DAY, BE BACK P LED TEMPORARY PAVING OR PLANKING PLAGEp AT THE END OF S2-0(� 6. SEE "OPEN CUT DETAILS" ST4•0( ST4.01, 1 ST4 02. Q llt I S2-02 IirN NOTES: 2" [Simm7 LETTERING 1' L25mm] 0 IA "'`"`•�A•.,.�+ I. EACH PIER SHALL BE COMPLETED IN A SINGLE CONTINUOUS POUR. LETTERING STYLE: 1" E25mm] DIA IH INDLING LE -1/4" DIA 2. CHAMFER EDGES 3/4", BOOKMAN OLD STYLE ANOLN845mm3 G HOLE 2„ E tram] LETTERING 3 2.3/16" DIA--] 3. CONTRACTOR SHALL CONSTRUCT CONCRETE PIER TO A MINIMUM �/ T LET RIMC STYLE: [818 n LE E Tq B00 OLD STYLE i/4" C6mm] OIA i- 9/16" DEPTH OF 6'OR TO A DEPTH WHERE A G000 BEARING 504 IS NEOPRENE GASKET 1407 ENCOUNTERED. ¢ t2) PICKBAR `0 % 121) PIC BARS ?/t6" 4-t/2" [ii4mm7 4, ALL SHAFTS SHALL BE BORED VERTICALLY PLUMB WITHIN 2.. - [11mm 2" TOLERANCE. -�- 2••ff 5. ALL INFORMATION SHOWN IS CITY MINIMUM. ALL PIERS SHALL BE ® E51MM3 [51MM7 30 IR,F" 2-9, 6" L7b2mm7 I 5/16" DESIGNED BY A PROFESSIONAL ENGINEER. [65mm7 /16" IA --I EBmm] CITY OF BRYA g p [862mm] 101035mm3A 2" [51mm] LETTERING .:, 2., 4 FR,IiIIESF.C'TI(�•'i' P # 4 BAR HOOPS, A, j 4 LETTERING STYLE= 2-151 LETTERING r BOOKMAN OLD STYLE LETTERING) STYLE: mr a a 12" O.C. Pj/�t1T T'�ETT 800KMAN1 OLD STYLE PIER 01A, AS` SHOWN 4 a MACHINED SURFACE ON PLANS . ° DIA PIPE 0.0.+ t$" 3" CLEARANCES 1-1/2" MININMUM LJ8 mm ) C /-16•' PIPE O.D. 262mmI + •t 7m/m8t " f=i V-1432-32� 7/$" [22mm] ..°„°'. [73 mm] R i-3/4" 1" DIA X 4•' LG .SLC'7I0?1'A �� LLLIII ER44mm) H,R.S. ROD a T LR .SL R)Al 2• MAX. u u PICIS.IiAR DL"l AIL O B07TO, 11 VITT S AN I ARD MANHOLE VARIES 0 0 PIER VERTICAL STEEL DIAMETER #5 BARS 16" 8 TYP W. CLR. IQ CARRIER PIPE STEEL CASING CASING SPACER 26" 14 i -PC. PULL -DN WATER 16 42" 1 TIGHT NEOPRENE END SEAL W/ STN. STL, ADJUSTABLE TOP RUNNERS PIANCLLAMPS "APS" OR TO MNNTAIN t" MAX CLR. (TYPICAL) CONC.CURB 6 GUTTER SEE NOTE 5 MAX NOTE: CASING SPACERS BAND CLAMP STEEL CASING o SIDEWALK SIDEWALK 4 -RUNNER MIN. (THRU 24.OIA' AT SPRINGLINE CASING) OR 6 -RUNNER MW. 8" WIDE BAND STAINLESS (24"-42" DIA. CASING) STAINLESS STEEL (TYPE 304) I ��\���� �� �����7777/77'77/77__\ 3,5'4s° �� STL. TYPE30418" WOE SAND' PROVIDE'4 W/ POLYMER RUNNERS.CENTEREO RUNNERS AT NEOPRENE INSULATION SLEEVE (SEE NOTE 1.) ' LL, BOTTOM BETWEEN PIPE AND BAND I 3.5' MAX. E ) DESIGNED (SEE NOTE 1-) ESTRN EO FROM fLOTA Ipj W INSULATED: "APS, INC., MOD SS18" POLYMER RUNNER (TYP) 1 WATER LINE (MIN. 4' BURY) OR, "CASCADE' CASIN()r D1J�hAIL PVC (SEE NOTE 3) Cr S3-�� 1 2.01-2. l0 PVC DESIRABLE 2'-0" MIN. MACHINE BORING 2'-0- MIN. - (SEE NOTE 3) 2.0 OPEN CUT- (TUNNELING) OPEN .CUT STD. 45°PVC BEND / LIMIT WIDTH OF PAVEMENT LIMIT / TEE WYE SERVICE FITTING _ LLLASTM 03034 SDR26 PIPE (SEWER WYE AND 1/8' BEND) STD. PVC COUPLING ,....; W/GASKETS 01.0% MIN. SEWER LINE (PIPE IS NOT TO BE PLACED ,:.:-....- . - . .:.., 3.0" MIN. HORIZONTALLY) SIDEWALK MAY BE OPEN CUT OR BORED PROFILE AS DIRECTED BY STEEL CASING THE ENGINEER .SEWER LINE CROSSING As REQUIRED. CARRIER PIPE .SERVICE NOTE: S3_t)0 1. _ FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. NOTES: 3. DRY BORING PREFERRED. WET BORING ALLOWED ONLY WHEN APPROVED BY THE CITY ENGINEER, 1. FURNtsH As SHOWN ON PLANS AND/OR AT EACH MANHOLE WHERE SEWER ZYPICAL URBAN CITY BLACK LINE CROSSES OPEN FIELDS TEXT -�� WARNING 2 ROAST 20 6A CONSTRUCTED ° STREET CROSSING ELT BACKEDDON _ S3-02 t0" UNDERGROUND SEWER ENAMEL FINISH. FURNISH ONE ONE SIGN AND ONE POST CONTACT THE CITY FOR EACH MANHOLE INSTALLED MACHINE BORING BEFORE EXCAVATING ACROSS OPEN FIELD AND AT OTHER (TUNNELING) YELLOW I LOCATIONS AS SHOWN ON PLANS. SHOULDER BACKGROUND l4' FURNISH SAME NUMBER OF REPLACEMENT SIGNS AS FOR EACH SHOULDER VARIES VARIES rt Creek( INSTALLED tOMITTING MANHOLE VARIES MANHO E NUMBER ON MANHOLE SIGN) 5'•D" WIDTH OF PAVEMENT 5'-0" 6" NON - 7' N0. (NOT A SEPARATE PAY ITEM) MIN. MIN. e • MAT RIAL 2" BLACK PRESSURE SENSITIVE 3 BARS Q 18" NUMBERS O.C.E.W. 6" 1 1 TO BE ADDED AFTER WHITE 10"---� IC SIGN HAS BEEN 3'-0" BELOW DITCH FLOW UNE. 6.. BACKGROUND. PAINTED. o CARRIER PIPE STEEL CASING EMORE i. FOR INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND PROP. SANITARY SEWER �T SEWER WING AND D SEWER LINE CONSTRUCTION. LINE W/ 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL. SPECIFICATIONS. CASING CHOLE IDENTIFICATION SIGN 3. DRY BORING I$ REQUIRED. TYPICAL CONCRETE r1,YPICAL RURAL STREET CROSSING CAPPING DETAIL I S3-04 53-05 _ S3-03 i �j I' is 4" PVC EXTENSION - NOTE: CAP NOTE: CLNl. RAL!NOTLS: (SEE NOTE 3y �! l 1. WHERE DOUBLE WYE SERVICE 2.0' METER 8011 OR STANDARD ELEVATION IS LESS THAN 2'-7' PVC WYE WITH CLEAN -our Boor ALL AREA', WHERE EkISTiNC VEGETATION AND GRASS COVER HAVE BEEN BARED BELOW PROPOSED BACK OF PVC CAP w BY CONST UCTION SHALL BE ADEOUATELY BLOCK SODDED OR HYDROMULCHEO CURB• MIN. SLAB ELEV. MUST (SEE NOTE 3) a AND WATE ED UNTIL] ]GROWTH IS ESTABLISDHED. IN DEVELOPED AREAS WHERE BE SET TO ALLOW SANITARY i gyp= � " •�• SEWER SERVICE. GRASS IS RESENT, BLOCK SOD WILL BE REOUIREO. BARED AREAS SHALL BE 2. MARK EACH SERVICE END WITH a' SEEDED 01' SODDED:TNITHiN 14 CALENDAR DAYS OF LAST DISTURBANCE. METAL "T" POST PAINTED GREEN. APPROVED EROSION.jCONTROL MEASURES MUST BE INSTALLED DURING THE L/ 3. ALL MATERIAL SHALL BE ASTM 1� ENTIRE Tlh THAT Eu' TH )HAS BEEN BARED BY CONSTRUCTION AND SHALL z 03034 SDR26 W/ GASKETS STAY IN FI ACE UNTiL ACQEPTABLE VEGETATIVE GROWTH IS ESTABLISHED o a AFTER COI STRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR, 4. A CLEAN OUT IS REQUIREDcn ALL EROSI,N CONTROL MEI ORES SHOULD BE CLEANED OF SILT AFTER AND WILL BE INSTALLED BY 6" CLEAN OUT STACK THE PLUMBER AT THE ROW DIP OR PVC EVERY RAIZ . w FOR EACH SERVICE. FOR EARTH,SEE BEDDING � SEE NOTE 4 AND TRENCH DETAIL ESTABLISH) ENT OF VEGETi TION MAY BE A WARRANTY ITEM. I PL4N STRUCTURAL BACKFILL 11AREA INCLUDES ALL PAVED REAS (SIDEWALKS, STREETS, ALLEYS, R•0 -W OR EDGE OF EASEMENT DRIVEWAYS,) D PARKING AREAS) AND SHALL 2" CUSHION REOUIREO EXTEND 5'B POND THE L CURB LINE, STRUCTURAL CEMENT STABILIZED FOR ROCK, CONCRETE BACKFILL S L BE CEMENT I' STABILIZED (OPTION SANG AS SHOWN: N VARIES NOT LESS THAN 3'• NO. 2 IN S2 2) OR EXCAVATED SOIL COMPACTED B/C 4F I 5' �j TO 98% MAX UM DRY(DENSITY AS PER ASTM D698 WITHIN OPTt M TO -4% WET OF OPTIMUM IS MAX. C (OPTION Nt). IN S2.02i �JQ` �►` (SEE NOTE 1.) I •��'JG�`� � - PVC (SEE NOTE 3) _ (MIN. 17 SLOPE) ST0.45° BEND PAVEMENT AREAS ( y��Q` [J VARIESrIN HEIGHT 45°SENO B/C STANDARD CLEAN j L slgEwa li STD. 45° BEND 2.0 SEE NOTE 4 OUT FOR MAIN LINE STR� CT I.J1 AL BACK1�'ILL AREATEE WYE SERVICE S2-01 S 2-03 FITTING (SEWER WYE AND 1/8' BEND) ® I� 'EI' C'C� lr''�'FC TT(li�'PRl-LFII E SELECT NATIVE MATERIAL OR i NAL GROUND IN MATERIAL EXCAVATED FROM THE DITCH. (WHICH IS FREE OF FVT I RE STREET AREA ROCKS, LUMPS. CLODS. OR DEBRIS LARGER THAN TWO (2) INCHES IN THE LARGEST DIMENSION), COMPACTED TO A MINIMUM OF 90/. OF MAXIMUM DENSITY AS DETERMINED BY 2' R -O -WOR EDGE OF EASEMENT ASTM 0698 (STANDARD) AT A MOISTURE CONTENT WITHIN �.__ AO SELECT MATERIAL OPTIMUM TO -4% OF OPTIMUM UNDER NON-STRUCTURAL - Q SELECT MATERIAL AREAS (IC...YARDS, PASTURES. EASEMENTS) AND TO A 12" MIN �--- ©CEMENT STABILIZED MINIMUM OF 987 OF MAXIMUM DENSITY AS DETERMINED ©tMANUA LY t2'• MIN. SAND i` VARIES BY ASTM 0698 (STANDARD) AT A MOISTURE CONTENT WITHIN CONSOU' ATE © (MANUALLY Con f7Ti , OPTIMUM TO -47 OF OPTIMUM UNDER NEW STREET AND AT DPTII UM CONSOLIDATE PAVEMENT AREAS.,. R7- C MOIST 6" BELOW U E) AT OPTIMUM 3.5' MAX. � :.. R PIP ®G ANULAR MATERIAL E BELL I' 6" BELOW MOISTURE) (SEE NOTE 1.} MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE O.D. PIPE BELL OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC PIPE UNDISTURBI'D SOIL O.D. PVC (SEE NOTE 3) MATERIAL AND WHICH. WHEN TESTED BY STANDARD O.D. I PIPE UNDISTURBED SOIL /...a..d (MIN. i% SLOPE) LABORATORY METHODS, MEET THE FOLLOWING .REOUIREMENTS: O.U. MAXIMUM LIQUID LIMIT 45 6" MIN./12" MAX. PLACEI METAL DETECTOR _,•err, MAXIMUM PLASTICITY INDEX t5 TAPE AT A MINIMUM OF 24" MAXIMUM PERCENT PASSING N0. 200 SIEVE 35 ABOVE TOP OF PIPE 6" MIN/12" MAX. 2.0 MINIMUM MMATERIALPERCENT PASSING 4 SHALL BE FREE - SIEVE -100 THE FLOWING AND WHEN WET, SHALL 0PTI(11yX0. 1 NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. QP710r�'� 7a 2 con WYE SERVICE SEE NOTE 4 FITTING (SEWER TEE) © CEMENT STABILIZED SAND STANDARD Cy01VVFC7'I01\rPR0FII,E NOTES, I. FOR BEDDING ANO TRENCHING WITHIN &L P VEO AREAS. SEE OETAILS FOR OPEN CUT STREETS. SANITARY SEWER2. ALL BEDDING $ INSTALLATION OF PVC PIPE SHALL BE IN ACCORDANCE TO ANS(/AWWA STANDARDS AND FOR PVC PIPE. L� L, , r , (� BEDDING' 1ZL�ID TRENCH NCH 3 -ALL BEDDING & INSTALLATION OF DUCTILE ONS IPE SHALL BE IN ACCORDANCE TO ANSI/AWWA C150/A21.50. SERVICE C(JNNEC I ION 4. COMPACTION SHALL BE ATTAINED 8Y MECH )CAL TAMPING. FOR DI PIP 4' & PVC PUPA]!]S EACH WORKING DAY, BE BACK P LED TEMPORARY PAVING OR PLANKING PLAGEp AT THE END OF S2-0(� 6. SEE "OPEN CUT DETAILS" ST4•0( ST4.01, 1 ST4 02. Q llt I S2-02 IirN NOTES: 2" [Simm7 LETTERING 1' L25mm] 0 IA "'`"`•�A•.,.�+ I. EACH PIER SHALL BE COMPLETED IN A SINGLE CONTINUOUS POUR. LETTERING STYLE: 1" E25mm] DIA IH INDLING LE -1/4" DIA 2. CHAMFER EDGES 3/4", BOOKMAN OLD STYLE ANOLN845mm3 G HOLE 2„ E tram] LETTERING 3 2.3/16" DIA--] 3. CONTRACTOR SHALL CONSTRUCT CONCRETE PIER TO A MINIMUM �/ T LET RIMC STYLE: [818 n LE E Tq B00 OLD STYLE i/4" C6mm] OIA i- 9/16" DEPTH OF 6'OR TO A DEPTH WHERE A G000 BEARING 504 IS NEOPRENE GASKET 1407 ENCOUNTERED. ¢ t2) PICKBAR `0 % 121) PIC BARS ?/t6" 4-t/2" [ii4mm7 4, ALL SHAFTS SHALL BE BORED VERTICALLY PLUMB WITHIN 2.. - [11mm 2" TOLERANCE. -�- 2••ff 5. ALL INFORMATION SHOWN IS CITY MINIMUM. ALL PIERS SHALL BE ® E51MM3 [51MM7 30 IR,F" 2-9, 6" L7b2mm7 I 5/16" DESIGNED BY A PROFESSIONAL ENGINEER. [65mm7 /16" IA --I EBmm] CITY OF BRYA g p [862mm] 101035mm3A 2" [51mm] LETTERING .:, 2., 4 FR,IiIIESF.C'TI(�•'i' P # 4 BAR HOOPS, A, j 4 LETTERING STYLE= 2-151 LETTERING r BOOKMAN OLD STYLE LETTERING) STYLE: mr a a 12" O.C. Pj/�t1T T'�ETT 800KMAN1 OLD STYLE PIER 01A, AS` SHOWN 4 a MACHINED SURFACE ON PLANS . ° DIA PIPE 0.0.+ t$" 3" CLEARANCES 1-1/2" MININMUM LJ8 mm ) C /-16•' PIPE O.D. 262mmI + •t 7m/m8t " f=i V-1432-32� 7/$" [22mm] ..°„°'. [73 mm] R i-3/4" 1" DIA X 4•' LG .SLC'7I0?1'A �� LLLIII ER44mm) H,R.S. ROD a T LR .SL R)Al 2• MAX. u u PICIS.IiAR DL"l AIL O B07TO, 11 VITT S AN I ARD MANHOLE VARIES 0 0 PIER VERTICAL STEEL DIAMETER #5 BARS 16" 8 24" 12 26" 14 30" 16 42" 1 24 0I1c01';R N D COVER DLTC' 7L FIRON V-1132 3 S4-01 gil 30.3/4" 3/4„ 13/16" 3-13/16 38" DIA fil [ 781mm]OIA, [20mrn] mm E965mm r 25 10 OF GROOVE C20mm31 2.1/4" 01 /4� g� ) pIp PTAAT [6mm] If ml m] �i/2" -7/8" 30190mrAn] �EO�N GASKET [i3mm] 7/8.. I?3mm] E762mm [[[ Ltdmm] 4" WIDE X 3/8" THICK STAINLESS STEEL B(]LTH("SEC'TI(�1' Lnmm) STRAP (PRIMED 6 PAINTED) FORMED TO 1-3/4" 1"(2I DIA. PERMIT SNUG TIGHTENING OF PIPE TO r p LR44nm X 5 tV2" 1 Omm) E'--32���;6 �IA-'i PIER C2 REDO. PER PIER) ALI C:HI=1'E G1?00 T E ( LG STEEL (ROD m 8mm] DUCTILE IRON PIPE 30" DIA 33����6giA GASKET GROOVE FOR WRAP WITH ONE DETAIL �E762 A 1.1/2•' P) ICBAR DELT 11, i/4" E6mm] DIA LAYER OF TAR PAPER 1" x 18" GALVANIZED STEEL Eg/rg ] [38mm] }I;1fE.SEC'TIt'111 PNEOPRENE GASKET TO PREVENT BONDING ANCHOR BOLT SECURED TO i6 VERTICAL REINFORCING STEEL • T 2-7/8' MACHIN, S RFACE CITY OF BRYAN 2" E51mm] LETTERING L73mm] 10 J l LETTERING STYLE: (-0T'LR SEC'TI()1'iT 77ae Good Life, 7eY�ts , tvle.' Bookmon Old Style W °= A e A RECES ES D) LETTERING LUS EOG wwo(4) 5/8" -Il NC X 2" LG 5/8" -fl NC X 2" LG EX SS CAP SCREWS m VERTICAL STEEL AS PER TABLE &NARROW ZINC PLT. & G �' H X CAP S RgW _ 1 j & NARROW ZINC PLT. & o o RU2 BER WASHERS o � o RIBBER WASHERS iTi-it- o w v #4 BAR HOOPS, 12" O.C. L 2„ 4„ [51mm] [Simm7 4•' z [102mm7 ® ] i77 W E102mm ® V-2432-3 CITY OF BRYAN (1) 7/$" (22mm) ��, 1319 DIA HANDLING HOLE POUR CONC. AGAINST tt) 7/8" t22mrn) !n W WE OIA HANDLING HOLE u u � UNDISTURBED EARTH - INTO HOLE PICKSAR 2' E5imm3 LETTERING BRAWN BY= C.L.M. 2" [51mm]LETTERING (2) PLACES RECESSED FLUSH LETTERING STYLE: OA1E= j-pj-fig rI,YPICAL CON Cl i,r1,E DRILL i'D Bookmon Old Style PLA�'1' j:; T:� BOTTC%lI VIE V SCALE: N T s PIER FOR AERIAL SEWLR WATER TIGHT MANHOL RING AND COVER APPROVED: W. P. S4-00 MAC'TILEIR WT 132-3 F i G U R EE [7,S4-021 i I i! SHEET 1 OF 1 PIPELINE MEGALUG OR A NOTES: WARNING SIGN MAIN LINE SETSCREW t, FURNISH AS SHOWN ON PLANS RETAINER - BLACK AND ON ALL VALVE SIGN POSTS,SIGNS TO BE ° UNDISTURBED TEXT �� WARNING 2. FROM 20 GA. ST° ELTRUCTED BAKED ON v DIRTENAMEL FINISH, FURNISH ONE o• . 24" MIN, , ,...• o • 10' ERCROUND PIPELINE WARNING AND ONE VALVE SIGN , '. V, ' O o 0 CONTACT THE CITY AND ONE POST FOR EACH VALVE on END OF LINE BEFORE EXCAvATNG INSTALLED AND AT OTHER 0 ` WATERLINE CAP/PLUG YELLOW "S AS SHOWN ON PLANS. 9.. BACKGROUND t4^ REPLACEMENT SIGNS AS FOR EACH FURNISH SAME NUMBER OF OR CROSS M. J. TEE INSTALLED (OMITTING VALVE BEDDING SAND V AL V NUMBER ON VALVE SIGN BLANK) 7" NO. (NOT A SEPARATE PAY ITEM) 3'X 3'X 6" 1 2" BLACK PRESSURE CONCRETE SLAB SENSITIVE NUMBERS A II TO BE ADDED AFTER 24" WHITE t0"--�I BASIC SIGN HAS BEEN MIN. PLAN VM 1•� � BACKGROUND. PAINTED. MJ PLUG UNDISTURBED DIRT COMPACTED SELECT PIPELINE WARNING SIGN FILL = VALVE IDENTIFICATION SIGN MEGALUG 4'-0 °` 8' BLUE. HEAVY OUT i. WING VALVE BOX AND SHAFT EXTENSION PIPE CHANNEL POST 4'-0"CAST IRON VALVE BOX COVER 2' X 4'X 6" CONCRETE SLAB -2'X 4'X 6" CONCRETE SLAB 4' 0" NOT GREATER THAN 4 F 5s K `•-BAC R E i �t ti AMERICAN FLOW CONTROL TRENCH ilk 6" DIP W/RETAINING GLAND, CONCRETE ADAPTER OR AN APPROVED EQUAL AT BEND AND PLUG. .SLCTIOA' 1111 NOTE: DIMENSION FOR CONCRETE VARIES WITH WATERLINE SIZE THRUST BLOCK *NOTE: RESTRAINED JOINT 6" M. J. ELL PLACED ON COMPACTION WITHIN LIMITS W/THRUST BLOCK UNDISTURBED SOIL INSTALL ANCHOR COUPLING OF ASSEMBLY SHALL BE 95Z AND REDUCER AS REQUIRED END OF LINE BLOCKING T AST'ti"(° 698ENSITY PER IN-LINE BLOW OFF ASSEMBLY j � / NOTET VV .:)-oo VNT3-01 I. EMBED COPPER LINE IN TAMPED SAND FROM BRONZE INSECT SCREEN r GALV,ELL UNDISTURBED SOIL TO 6" ABOVE AND ON BOTH W/S.S. HOSE CLAMP GALV. NIPPLE -�_ ,t I REMOVE AND DISCARD SIDES OF COPPER PIPE. L I�- AFTER USE MJ PLUG 2.PAYMENT FOR BIO ITEM OF "AIR RELEASE VALVE" AIR RELEASE/VACUUM II VALVE BOX AND SHAFT EXTENSION SHALL INCLUDE ALL MATERIALS. AS SHOWN IN BREAKER VALVE 2" METER BOX WITH 1 I EXIST. GRADE 4'-0" CAST IRON VALVE BOX COVER OE TAIL, INCLUDING MAIN LINE TAPPING SADDLE. VALMATIC MODEL 1010") CAST IRON LID I I SCH. 40 GALV. PIPE 3. PIPE SIZE SHALL BE i" OR 2". OR MODEL 102 (2") OR I I�X-2'X 4'X 6" CONCRETE SLAB 4.SIZE OF LINES AND VALVES MAY BE MODIFIED BY' APPROVED EQUAL I I AFTER BLOWOFF THE ENGINEERHOTBOX POLY ROX I I INSTALL MALE QUICK AMERICAN FLOW CONTROL L MODEL PHRI (1•') WITH EXIST. GRADE CONNECTION & CAP TRENCH ADAPTER HEAT OR MODEL PHR2 (2") OR AN APPROVED WITH HEAT OR APPROVED 4" APPROVED EQUAL EQUAL-� 5ABRASS BALL VALVE PIPE MATERIAL MJ TAPPED CAP 4" X 3' X 3' CONCRETE PAD (FOR 1" PIPE} 4" X 5' X 3' CONCRET PAD (FOR 2" PIPE) BRASS THREAD PIPE 11 WATER IRON PIPE THREAD MAIN COMPRESSION FITTING BRASS ELL AND BALL GATE VALVE MJ TAPPED CAP CONCRETE BLOCKING TO WATER 4" M. J. ELL PLACED ON CONCRETE BLOCKING TO TYPE "K" COPPER TUBING BE INDETCAIOLRDANC0W3-0WITH MAIN UNDISTURBED SOIL BE IN ACCORETAILW�00 WITH TAPPING SADDLE W/ BRASS NIPPLE 4" END OF LINE CORPORATION STOP. 2" BLOW -OFF RISER BLOW -OFF AIR RELEASE VALVE & VACUUM CHECK VALVE �7[ 1C' 73-031 7�� J i c� Y 3-02 YY 3-03 NOTE;USE POLYETHYLENE WRAP OR EQUAL BETWEEN CONCRETE & PLUG TO PREVENT CONCRETE FROM STICKING TO PLUG. 0 TEE SCHEDULE NOTE= GENERAL NOTES: 4.6.8 5.1 1.512%1 0.3 11� - (.� 11. 1.5 0.6 t. VALVE EXTENSIpN TO BE USED 1° FINELY DIVIDED EARTH FREE OF ROCK.LUMPS AND CLODS EXCEEDING 6" 1.5 WITH PREF} 1 24" X 24" X 6" ONLY WHEN TOP OF GATE VALVE SHALL BE PLACED BY HAND.ANQ COMPACTED AROUND THE CAST IRON PIPE STANDARD FIRE HYDRAN 6. ALL SERVICE WYES & EXTENSIONS A1'E I 28 -DAY CONCRETE IS DEEPER THAN 5 FEET FROM FINISHED GRADE, TO A DEPTH OF 12•• OVER THE TOP OF THE PIPE BEFORE BACKFILL IS BEGUN GATE VALVE - 4' MIN - - i•- - 1.5 STRENGTH =2000 psi PLACEDBY THE BY ANY MECHANICAL EQUIPMENT. W/VALVE BOX CITY UPON PAYMENT OF FEE. l 6.8•• 1.5 WTIH -4 BAR AROUND 2. ALL VALVE OPERATING NUT 2. ALL CONCRETE BLOCKING SHALL BE - 28 DAY CONCRETE STRENGTH - 2000psi. WATER LINE o THE SUPERVISION F A RPLS UPON C; MPLETION!i OF O O ALL VALVE BOX cd"sTRucT1oN. 1.5 DOUBIX SFRT,71(F 0.1 CONC,CURB & GUTTER 0.1 Q > OF STEEL SIZED AS NOTED PAIMID TWO U) 3. ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF 2 SQUARE FEET OF 4, COMPACTION SHALL BE ATTAINED BY MECHANICAL TAMPING. w 5. RELATIVE COMPACTION SHALL BE TESTED IN THE PRESENCE OF THE CITY ENGINEER. TEE OR TAPPING SLEEVE VALVE P . � AND WITH COATS OF METAL PAINT. BEARING AREA OF CONCRETE ON UNDISTURBED SOIL. OR AS DIRECTED -BY' T T RIGHT-OF-WAY.H NTR OUTSIDE HE SMALL BE CONTROLLED 4•• LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: 4,. 'MIN ' COPPERHEAD SNAKEPIT TEST MAXIMUM LIQUID LIMIT 45 UNDISTURBED SOIL MAXIMUM PLASTICITY INDEX 15 PIPE MAXIMUM PERCENT PASSING NO. 200 SIEVE35 PIPE UNDISTURBED SOIL THE ENGINEER. TEE OR TAPPING SLEEVE & VALVE AS REQUIRED WITH P O.D. R FOR MATERIAL REQUIREMENTS STATION (LIGHT DUTY)OR APPROVED EQUAL 3. EXTENSIONS SHALL BE A MINIMUM OF ONE Cl) FOOT LONG. 4. WATER MAINS WILL NOT BE FULLY, P 'PRESSURIZED UNTIL CONCRETE HAS I 4' MIN... AS AS t A 6" MIN./12" MAX. \L NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND, 6 MIN./12 MAX. REACHED 7 DAY STRENGTH, YPE "K" COPPER TUBING �, t ti-7F,TVA -A 4. VALVE BOX LIDS LOCATED ON VALVES TO ISOLATE FIRE 5• ALL PIPE WILL BE LAID SO AS THE ENTIRE BARRELL' WILL:HAVE FULL 'BELL X I" BRASS WYE SUPPRESSION LINES FROM PUBLIC BEARING ON THE FINE GRADED TRENCH BOTTOM.HOLES SHALL BE CUT FOR EACH BELL AND FIRE HYDRANT, WATER LINES SHALL BE A USA, LL562 LOCKABLE LID.. 6 ALL FITTING SHALL 8E MECHANICL JOINTS UNLESS OTHERWISE DIRECTED. ANCHOR 90' BEND 7. HYDRANTS SHALL BE LOCATED NO, CLOSER THAN 3 FEET MEASURED FROM =STANDARD FIRE HYDRANT Lu THE BACK OF CURB TO THE FACE OF THE STEAMER ON THE FIRE HYDRANT. WGATE BOX i COPPERHEAD SNAKEPIT TEST/ -VALVE BOX PER SPECS WITH BOX VALVE BOX PER SPECS, STANDARD FIRE HYORAN J r STATION (LIGHT DUTY) OR APPROVED EQUAL EXTENSION AS NEEDED EX ENSON WITHA NUT --+ FINISHED GRADE Af �A + CENTERING COLLAR. TERMINATE 4' TO 5' W O FROM TOP OF $OX. F A 6.. A 6„ E BURY LINE AS REOD E FIRE HYDRANT LOCATION 2" SQUARE AWWA NUT EXTENSION WITH CENTERING COLLAR. } REALIGN AS NEEDED TERMINATE 4' TO 5' FROM TOP OF SOX. 6-:5TO. 6'• D.I.OR C909 PIPE ( co ss BOLTS 5T0. GATE VALVE WaTGH COuPLIGCHOR AWWA C900 W/STAINLESS CO RETE I PRESSURE PIPE STEEL BOLTS BLOCKING ( PEA GRAVEL -FILL ' 24" X 24" X 6" 14 go. INSULATED PVC OR 0,1, PIPE O TO t FT -ABOVE WEEP HOLE28•DAY ID Q CONCRETE psi STRENGTH = 2000 COPPER TRACER THRUST BLOCK D'. WITH 14 BAR AROUND WIRE W/ALL SPLICES ALL VALVE BOX. MADE USING APPROVED WATER TIGHT CONNECTORS TEE OR TAPPING SLEEVE & VALVE I BLOCK USING 12"x12"x4•' MECHANICAL JOINTS PRECAST CONCRETE BLOCK AS DIRECTED. AS REQUIRED WITH SET SCREWT'IET'V1'1 RETAINER GLANDS BLOCK -1'1 MIN. DIMENSION APPROX. OR MEGA LUGS 6" X OK EQUAL TO ONE BAG OF W/M.J. SPLLITIT GLANDS SPLIT N SACKRETE BLOCK AS DIRECTED (ROTATE TO FINAL GRADE) OPTIOJVAL GATE ATALVE & BOX STANDARD FIRE HYDRANT ASSEMBLY �V 1-{} {) F�1-u 2" SQUARE x 2" HIGH OPERATING NUT COPPERHEAD SNAKERT TEST COAT LID WITH STATION (LIGHT DUTY) OR 'X REFER TO TECHNICAL SECTION 09 03 12 BLUE ENAMEL PAINT APPROVED EQUAL FOR TRACER WIRE INSTALLATION �\ COPPERHEAD SNAKEPIT TEST APPOELIELUTY) ORRVDQUA r: 4 GROUND LEVEL VALVE OPERATING NUT 24" MAX.EXTENSIONMETAL DETECTOR TAPE METAL DETECTOR TAPE 5" DIA x 1/8" MIN$OXtS ETER XCS Tp,1 THICKNESS STEEL PLATE w/ 900CUT-OUT 48"LOW MIN. VOLTAGE DIRECT BURIAL V DIA STEEL ROD TRACING WIRE ELECTRICAL WIRE CONNECTOR 14go SOLID COPPE SQUARE SOCKET 2" DIA INSIDE 21/4" DEPTH TWO 3/8" SET SCREWS ON (1/8" MIN WALL EITHER SIDE TO LOCK THE OPERATING NUT. SCREWS TYPICAL UTILITY PIPE TYPICAL UTILITY PIPE THICKNESS) ARE TO BE FLUSH WITH OUTSIDE EDGE OF BOTTOM SOCKET. "X TRACER WIRE MUST BE INSTALLED; DEAD END DIRECTLY ABOVE THE PIPE AND SHALL BE TAPED TO THE PIPE.AT h�XTr�NSION GATE VALVE EXTENSION. 10'INTERVALS. 6RFEEi OFEPIPE, W1-01 UTILITY PIPE LOCATION MATERIALS BEYOND END COILED CONNECTIONS _ �' 1 0 3 PIPELINE MEGALUG OR A NOTES: WARNING SIGN MAIN LINE SETSCREW t, FURNISH AS SHOWN ON PLANS RETAINER - BLACK AND ON ALL VALVE SIGN POSTS,SIGNS TO BE ° UNDISTURBED TEXT �� WARNING 2. FROM 20 GA. ST° ELTRUCTED BAKED ON v DIRTENAMEL FINISH, FURNISH ONE o• . 24" MIN, , ,...• o • 10' ERCROUND PIPELINE WARNING AND ONE VALVE SIGN , '. V, ' O o 0 CONTACT THE CITY AND ONE POST FOR EACH VALVE on END OF LINE BEFORE EXCAvATNG INSTALLED AND AT OTHER 0 ` WATERLINE CAP/PLUG YELLOW "S AS SHOWN ON PLANS. 9.. BACKGROUND t4^ REPLACEMENT SIGNS AS FOR EACH FURNISH SAME NUMBER OF OR CROSS M. J. TEE INSTALLED (OMITTING VALVE BEDDING SAND V AL V NUMBER ON VALVE SIGN BLANK) 7" NO. (NOT A SEPARATE PAY ITEM) 3'X 3'X 6" 1 2" BLACK PRESSURE CONCRETE SLAB SENSITIVE NUMBERS A II TO BE ADDED AFTER 24" WHITE t0"--�I BASIC SIGN HAS BEEN MIN. PLAN VM 1•� � BACKGROUND. PAINTED. MJ PLUG UNDISTURBED DIRT COMPACTED SELECT PIPELINE WARNING SIGN FILL = VALVE IDENTIFICATION SIGN MEGALUG 4'-0 °` 8' BLUE. HEAVY OUT i. WING VALVE BOX AND SHAFT EXTENSION PIPE CHANNEL POST 4'-0"CAST IRON VALVE BOX COVER 2' X 4'X 6" CONCRETE SLAB -2'X 4'X 6" CONCRETE SLAB 4' 0" NOT GREATER THAN 4 F 5s K `•-BAC R E i �t ti AMERICAN FLOW CONTROL TRENCH ilk 6" DIP W/RETAINING GLAND, CONCRETE ADAPTER OR AN APPROVED EQUAL AT BEND AND PLUG. .SLCTIOA' 1111 NOTE: DIMENSION FOR CONCRETE VARIES WITH WATERLINE SIZE THRUST BLOCK *NOTE: RESTRAINED JOINT 6" M. J. ELL PLACED ON COMPACTION WITHIN LIMITS W/THRUST BLOCK UNDISTURBED SOIL INSTALL ANCHOR COUPLING OF ASSEMBLY SHALL BE 95Z AND REDUCER AS REQUIRED END OF LINE BLOCKING T AST'ti"(° 698ENSITY PER IN-LINE BLOW OFF ASSEMBLY j � / NOTET VV .:)-oo VNT3-01 I. EMBED COPPER LINE IN TAMPED SAND FROM BRONZE INSECT SCREEN r GALV,ELL UNDISTURBED SOIL TO 6" ABOVE AND ON BOTH W/S.S. HOSE CLAMP GALV. NIPPLE -�_ ,t I REMOVE AND DISCARD SIDES OF COPPER PIPE. L I�- AFTER USE MJ PLUG 2.PAYMENT FOR BIO ITEM OF "AIR RELEASE VALVE" AIR RELEASE/VACUUM II VALVE BOX AND SHAFT EXTENSION SHALL INCLUDE ALL MATERIALS. AS SHOWN IN BREAKER VALVE 2" METER BOX WITH 1 I EXIST. GRADE 4'-0" CAST IRON VALVE BOX COVER OE TAIL, INCLUDING MAIN LINE TAPPING SADDLE. VALMATIC MODEL 1010") CAST IRON LID I I SCH. 40 GALV. PIPE 3. PIPE SIZE SHALL BE i" OR 2". OR MODEL 102 (2") OR I I�X-2'X 4'X 6" CONCRETE SLAB 4.SIZE OF LINES AND VALVES MAY BE MODIFIED BY' APPROVED EQUAL I I AFTER BLOWOFF THE ENGINEERHOTBOX POLY ROX I I INSTALL MALE QUICK AMERICAN FLOW CONTROL L MODEL PHRI (1•') WITH EXIST. GRADE CONNECTION & CAP TRENCH ADAPTER HEAT OR MODEL PHR2 (2") OR AN APPROVED WITH HEAT OR APPROVED 4" APPROVED EQUAL EQUAL-� 5ABRASS BALL VALVE PIPE MATERIAL MJ TAPPED CAP 4" X 3' X 3' CONCRETE PAD (FOR 1" PIPE} 4" X 5' X 3' CONCRET PAD (FOR 2" PIPE) BRASS THREAD PIPE 11 WATER IRON PIPE THREAD MAIN COMPRESSION FITTING BRASS ELL AND BALL GATE VALVE MJ TAPPED CAP CONCRETE BLOCKING TO WATER 4" M. J. ELL PLACED ON CONCRETE BLOCKING TO TYPE "K" COPPER TUBING BE INDETCAIOLRDANC0W3-0WITH MAIN UNDISTURBED SOIL BE IN ACCORETAILW�00 WITH TAPPING SADDLE W/ BRASS NIPPLE 4" END OF LINE CORPORATION STOP. 2" BLOW -OFF RISER BLOW -OFF AIR RELEASE VALVE & VACUUM CHECK VALVE �7[ 1C' 73-031 7�� J i c� Y 3-02 YY 3-03 NOTE;USE POLYETHYLENE WRAP OR EQUAL BETWEEN CONCRETE & PLUG TO PREVENT CONCRETE FROM STICKING TO PLUG. 0 TEE SCHEDULE ID W THRUSTI C A VOLUME r ► fill 4110 c..► 4.6.8 5.1 1.512%1 0.3 (012 11. 1.5 0.6 "I -POUR AGAINST UNDISTURBED EARTH TFF TARE S'T BLOCK THRUST BLOCK NOTES: 1. ALL CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF 200psiFOR 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 MAW SHALL NOT BE PRESSURIZED UNTIL ALL CONCRETE NOTES: SIZE AB oft) MI C tru 1. NO SPLICES W COPPER TUBING WILL BE ALLOWED 4, MATERIAL USED SHALL BE AS SPECIE 7.001R AN! BRASS CURB STOP z PLUG 90° BETWEEN THE SERVICE SADDLE AND THE CURB STOP APPROVED EQUAL. 1.5 WITH PREF} 2.7 FOR SINGLE SERVICE OR BETWEEN THE SERVICE 5, ALL CONNECTIONS TO BE COMPRESSi; SADDLE AND THE WYE FOR DOUBLE SERVICE. N TYPE. o 2.5 6. ALL SERVICE WYES & EXTENSIONS A1'E TO BE i I LO 2, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR INSTALLED WITH THE MAW LINE CONS RUCTION . " - 4' MIN - - i•- - 1.5 TO PRESSURE TEST LINE IMMEDIATELY AFTER THE 7, METERS AND VALVE BOXES SHALL Bi STREET CROSSINGS HAVE BEEN INSTALLED. PLACEDBY THE .- 10,12"3.5 2.5 1.5 1.2 2.2 CITY UPON PAYMENT OF FEE. l 6.8•• 1.5 to 3 MARK PAINTED EACHERVICE END WITH METAL "T" POST 8. LOT CORNERS SHALL BE MARKED WI H A LATHi UNDER T''IFIIT A -A o THE SUPERVISION F A RPLS UPON C; MPLETION!i OF O O - cd"sTRucT1oN. 1.5 DOUBIX SFRT,71(F 0.1 CONC,CURB & GUTTER 0.1 > WITH A BEND SUCH THAT THE CARRIER PIPE CAN BE PULLED ABOVE THE PARALLEL MAIN. MAIN, 4, COMPACTION SHALL BE ATTAINED BY MECHANICAL TAMPING. w 5. RELATIVE COMPACTION SHALL BE TESTED IN THE PRESENCE OF THE CITY ENGINEER. TEE OR TAPPING SLEEVE VALVE P . � e � TEE OR TAPPING SLEEVE & VALVE T T RIGHT-OF-WAY.H NTR OUTSIDE HE SMALL BE CONTROLLED 4•• LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: 4,. **SEE TECHNICAL SECTION 33 12 13 -2•MIN. BALL V71-1/2- MAXIMUM LIQUID LIMIT 45 UNDISTURBED SOIL MAXIMUM PLASTICITY INDEX 15 PIPE MAXIMUM PERCENT PASSING NO. 200 SIEVE35 PIPE UNDISTURBED SOIL WITH P O.D. R FOR MATERIAL REQUIREMENTS (2 FOR Q%,� I 4' MIN... MHEMMATERIALESHALL BE FREEFLOWINGAND WHEN WET SHALL �0 ' APPROVED SERVICE SADDLES A 6" MIN./12" MAX. \L NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND, 6 MIN./12 MAX. FOR DUCTILE AND PVC, OR TAPPED TEE YPE "K" COPPER TUBING �, FOR DOUBLE SERVICE) OPTIO�� NO. I 0 CEMENT STABILIZED SAND 0MON1'��'C.1. 2 " X I" BRASS WYE BLOCKING HAS REACHED 1500psi. ® CORP STOP (1 FOR DOUBLE SERV.) 1' YPE K CQPPERi TUBING (SINGLE SERVICE) THRUST BLOCK DETAILS 1 " TYPE K COPPER TUBING (DOUBLE SERVICE) 1-1/2" CUT-OFF BEFORE WYE WATER LINE (EE NOTE b POUR CONCRETE AGAINST CONCRETE SHALL NOT NLW NATER 1; ERVICE UNDISTURBED EARTH EXTEND BEYOND JOINTS (SHORT a'Vl� DVC; SIl11J W2-01 C TRENCH i'- STRUCTURAL BACKFILL AREA INCLUDES l NnDTH WATER ALL PAVED AREAS (SIDEWALKS, STREETS, ALLEYS, PIPE DRIVEWAYS,AND PARKING AREAS) AND SHALL EXTEND 5' BEYOND THE CURB LINE. STRUCTURAL. BACKFILL SHALL BE CEMENT STABILIZED (OPTION X NO. 2 IN W4-03) OR EXCAVATED SOIL COMPACTED 4. 2' 2• 2• ' TO 98% MAXIMUM DRY DENSITY AS PER ASTM 0698 NEAREST BELL MMAX_6'8" TYP MAX -MAX-, T WITHIN OPTIMUM TO -4Y, WET OF OPTIMUM JOINT (TYP. °D a: • (OPTION NO. 11N W4-02) EA END) I" MAXt a +i TYP ` PIPE ` • r. JOINT T B/C �� 1 5' 1' w 1 t- UN. CLR. TYP!STEEL CASING OUTER POUR CONCRETE Ov�p CARRIER PIPE CASING SPACER OIA. EARRNHT UNDISTURBEDPAVEMENT AREAS I -PC. PULL- N WATER' CTt �Q� TIGHT NE01 ENE ENDI ADJUSTABLE TOP RUNNERS SLC1101� <y,y P,1' GIT u 1Q� SEAL W/ ti N. STL• TO MAINTAIN 1" MAX CLR. CLAMPS "A S" OR 39 HORIZONTAL THRUST BLOCK SCHEDULE + B/C "PSr' MAX BAND CLAMP STEEL CASING BEND SIZE AB oft) MI C tru E t+n G au VOLUME ce..l 90° 6.8- 5.0 1.5 1,5 0.9 2.7 0.4 NOTE: 10.12" 6.5 2.5 1.5 1,2 4.0 LO 45° 6.8. 2.0 2.0 1.5 0.9 1,5 0.2 10,12"3.5 2.5 1.5 1.2 2.2 0.5 NICAL SPECIFIC 6.8•• 1.5 1.5 1.5 0.9 0.8 0.1 10,12' 2.0 2.5 1,5 1.2 1.1 0.3 L22.5° 11.25° 6,8„ 1.0 1.5 1.5 0.9 0.4 0.1 10,12' 1.5 t-5 1.5 11.2 10.61 0.1 2'-d" MIN. ENCASEMENT 2'-0" MIN.AS REOUR >SIOEWALK 5' + + � NOTE• CASING 4 -RUNNER MSN. CASING) OR 6 (24"-42" DIA.1, STL. TYPE304a -W/ POLYMER II OR NTL: RESTRAINED FI PACERS THRU 24' UNNER Mk! ) STAINLESS " WIDE BAND RS -CENTER EO: CLEAR DM FLOTA IA BELL ONa AT SPRINGLINE 8" WIDE BAND STAINLESS STEEL (iYPE 304) PROVIDE 4 [ NEOPRENE INSULATION SLEEVE 0 RUNNERS BOTTOM AT BETWEEN PIPE AND BAND MN POLYMER RUNNER (TYP) CASING DETAIL J FE I' INSULATED: "Ar , INC.. MO ssia NOTE: NOTE: STRUCTURAL BACKFILL AREA OR "°AS°A° NOTES= GR NC ES N AR M N N) COM A INCHES I THE f DIMENSION). COMPACTED T ORIGINAL OUND E L GES 0 ESO AC ED 0 TTM F BOTTOM 0 SUB -GRADE PLACE METAL',D; 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY GATE VALVE STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION W/VALVE BOX 1. FOR MORE INFORMATION ON WATER AND SEyR L STANDARD SPECIFICATION FOR WATER AND SEWER 2'-d" MIN. ENCASEMENT 2'-0" MIN.AS REOUR TYPICAL HORIZONTAL THRUST BLOCK W2-{}{} W2-{}2 I CASING DETAIL J FE I' MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF NOTE: NOTE: ROCKS, LUMPS. CLODS, OR DEBRIS LARGER THAN TWO (2) ORIGINAL GROUND OR NOTES= GR NC ES N AR M N N) COM A INCHES I THE f DIMENSION). COMPACTED T ORIGINAL OUND E L GES 0 ESO AC ED 0 TTM F BOTTOM 0 SUB -GRADE PLACE METAL',D; 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY GATE VALVE STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION W/VALVE BOX 1. FOR MORE INFORMATION ON WATER AND SEyR L STANDARD SPECIFICATION FOR WATER AND SEWER CROSS( INE CONSTRUCTION SE CITY GATE VALVE W/VALVE BOX AREAS SEE DETAILS FOR OPEN CUT STREETS. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TEC! NICAL SPECIFIC 2, ALL BEDDING & INSTALLATION OF PVC PIPE SHALL TIONS. THE CITY ENGINEER. 4. DRY BORING PREFERRED, WET BORING ALLOWED ONLY WHEN APPROVED' BY 3. DRY BORING IS REQUIRED. FOR PVC PIPE. BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN 2' ®SELECT MATERIAL PIPE CROSSING A ROADWAY SHALL BE INSTALLED ABOVE THE MAIN 17 TIES INTO 4. PIPE CROSSING A ROADWAY SHALL BE INSTALLg0 A, WRH A BEND SUCH THAT THE CARRIER PIPE CAN E! ME T PULLED MAIN ABOVE IT TIES INTO THE PARALLEL AND PAVEMENT AREAS. ® SELECT MATERIAL _ Q CEMENT STABILIZED Sj WITH A BEND SUCH THAT THE CARRIER PIPE CAN BE PULLED ABOVE THE PARALLEL MAIN. MAIN, 4, COMPACTION SHALL BE ATTAINED BY MECHANICAL TAMPING. 6"-12" 6"-12 © (MANUALLY ® GRANULAR MATERIAL © (MANUALLY 5. RELATIVE COMPACTION SHALL BE TESTED IN THE PRESENCE OF THE CITY ENGINEER. TEE OR TAPPING SLEEVE VALVE (I EN EMENT TEE OR TAPPING SLEEVE & VALVE EO AS REQUIRED OPEN CUT OPEN CUT WATER LINE SHO LDER VARIES WATER LINE LIMITLIMIT 5'•0" WIDTH F PAVEMENT g'-0'• WIDTH OF PAVEMENT MIN. MIN. GATE VALVE 31-0,, MIN. SIDEWALK MAY GATE VALVE 3'•0" BELOW DITCH FL W LINE. BE OPEN CUT DIRECTED BY STEEL CASING THE ENGINEER AS REQUIREDCARRIER PIPE CARRIER PIPE STEL CASING TYPICAL URBAN CITY STREET CROSSING TYPICAL RU RALI STREET CROSSING CITY OF B I YAN BEDDINCT AND TRENCH FOR DI PIPE & PVC PIPE WITI31 IN 77w coodrdi., Tc:.r.ss'tilc.° NON-STRUCrhURAL OR NEW PAVED AREAS W4-02 GENERAL NOTES: ALL} AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHEO AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT. BLOCK SOD WILL BE REQUIRED. BARED AREAS SH{}LL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. 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. DRAWN BY: C-LM.I DATE= 01-01=09� SCALE= N T''! S APPROVED= W. K. F IGURIE: SHEET 1 CIF 1 �V'1-00 I �V4-01 ® SELECT MATERIA} MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF ROCKS, LUMPS. CLODS, OR DEBRIS LARGER THAN TWO (2) ORIGINAL GROUND OR NOTES= GR NC ES N AR M N N) COM A INCHES I THE f DIMENSION). COMPACTED T ORIGINAL OUND E L GES 0 ESO AC ED 0 TTM F BOTTOM 0 SUB -GRADE PLACE METAL',D; TECTOR 1. FOR BEDDING AND TRENCHING WITHIN ALL PAVED IN FUTURE STREET MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY IN FUTURE STREET AREA AREA PLACE METAL DETECTOR TAPE AT A MINI UM OF 2 AREAS SEE DETAILS FOR OPEN CUT STREETS. ASTM D698 (STANDARD} AT A MOISTURE CONTENT WITHIN TAPE AT A MINIMUM OF 24" OPTIMUM TO •4% OF OPTIMUM UNDER NON-STRUCTURAL ABOVE TOP O,F NPE 2, ALL BEDDING & INSTALLATION OF PVC PIPE SHALL ABOVE TOP OF PIPE AREAS Ge ... YARDS. PASTURES. EASEMENTS) AND TO A BE IN ACCORDANCE WITH ANSI/AWWA STANDARDS MINIMUM OF 98Z OF MAXIMUM DENSITY AS DETERMINED FOR PVC PIPE. BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN 2' ®SELECT MATERIAL 3. ALL BEDDING &INSTALLATION OF DUCTILE IRON PIPE SHALL BE IN ACCORDANCE WITH ANSI/AWWA C150/A21.50 OPTIMUM •41 OF OPTIMUM UNDER NEW STREET AND PAVEMENT AREAS. ® SELECT MATERIAL _ Q CEMENT STABILIZED Sj 4D 4, COMPACTION SHALL BE ATTAINED BY MECHANICAL TAMPING. 6"-12" 6"-12 © (MANUALLY ® GRANULAR MATERIAL © (MANUALLY 5. RELATIVE COMPACTION SHALL BE TESTED IN THE PRESENCE OF THE CITY ENGINEER. CONSOLIDATE MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE CONSOLIDATE AT OPTIMUM OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC AT OPTIMUM (I 6. DUST RESULTING FROM THE CONTRACTOR'S PERFORMANCE OF THE WORK. EITHER INSIDE OR 1 T R MATERIAL AND WHICH, WHEN TESTED BY STANDARD' MO S U E) MOISTURE) T T RIGHT-OF-WAY.H NTR OUTSIDE HE SMALL BE CONTROLLED 4•• LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: 4,. BY THE CONTRACTOR. MAXIMUM LIQUID LIMIT 45 UNDISTURBED SOIL MAXIMUM PLASTICITY INDEX 15 PIPE MAXIMUM PERCENT PASSING NO. 200 SIEVE35 PIPE UNDISTURBED SOIL 7, ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY PAVING OR PLATING PLACED AT THE END OF EACH O.D. R WORKING DAY, Q%,� MHEMMATERIALESHALL BE FREEFLOWINGAND WHEN WET SHALL �0 ' 8. SEE "OPEN CUT DETAILS" ST4-00. ST4-01 & ST4-02. 6" MIN./12" MAX. \L NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND, 6 MIN./12 MAX. 9, EVERY 100 FEET PROVIDE A WATER STOP BLOCK COMPOSED OF CEMENT SAND OR NATIVE MATERIAL OPTIO�� NO. I 0 CEMENT STABILIZED SAND 0MON1'��'C.1. 2 NE LENGTH. NO BEDDNG SAND IN BLOCK AREAE 6 FEET CITY OF B I YAN BEDDINCT AND TRENCH FOR DI PIPE & PVC PIPE WITI31 IN 77w coodrdi., Tc:.r.ss'tilc.° NON-STRUCrhURAL OR NEW PAVED AREAS W4-02 GENERAL NOTES: ALL} AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHEO AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT. BLOCK SOD WILL BE REQUIRED. BARED AREAS SH{}LL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. 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. DRAWN BY: C-LM.I DATE= 01-01=09� SCALE= N T''! S APPROVED= W. K. F IGURIE: SHEET 1 CIF 1