+ All Categories
Home > Documents > PLAN · 2020. 5. 25. · kerbline on 40mm. dp. high strength mortar bed to bs:7533 on silver / grey...

PLAN · 2020. 5. 25. · kerbline on 40mm. dp. high strength mortar bed to bs:7533 on silver / grey...

Date post: 30-Mar-2021
Category:
Upload: others
View: 2 times
Download: 0 times
Share this document with a friend
1
Original Drawing Size: 594 x 841 - A1 Drawing No. Date: App. Drn. Scales: Datum: Rev. Date: Chd. Description Malin Hd. SD GJR 1:100 PC 20/02/’17 P L AN Mr. John W. Flanagan, Phd., C.Eng., Eur.Ing., FIEI FICE Acting City Engineer 1 1 Project: Title: IMPROVEMENT SCHEME CHATHAM STREET - HARRY STREET AREA B A L F E S T REET CL A RE NDON S T REET CL A RE NDON RO W C HA T HA M R O W RD-3356-RT-014A SHEET 2 OF 2 - CHATHAM STREET PROPOSED PAVING PLAN 2 2 2 4 4 4 5 5 5 STANDARD KERB: STANDARD DROPPED KERB: STANDARD RADIUSED KERB: STANDARD KERB: 17 6 6 6 7 8 8 8 9 9 9 9 11 11 11 11 12 13 13 13 15 15 16 14 14 17 C 17 B 17 A 17 A 17 B 17 B 17 C 17 C P AV I NGD ET A I L S & T Y P E S 10 B 10 A 10 A TENDER Civic Offices, Wood Quay, Dublin 8 ROAD DESIGN & CONSTRUCTION DIVISION ENVIRONMENT AND TRANSPORTATION DEPARTMENT Dublin City Council Comhairle Cathrach Bhaile `tha Cliath FLUSH RADIUSED KERB: RESTRAINING KERB: FOOTWAY: THRESHOLD: PEDESTRIAN CROSSINGS: BACK OF PATH : 1 2 3 4 5 6 8 9 10 7 FLUSH KERB (INTERMEDIATE): 11 12 CARRIAGEWAY: MAIN DRAINAGE CHANNEL / 13 15 16 CARRIAGEWAY: BLOCK / SP E C I A L E NDD R A I NAG E C HANN EL FOOTWAY: R.W.P. DRAINAGE CHANNEL / CHANNEL BLOCK: SPECIAL SIDE ENTRY DRAINAGE TYPE A: CARRIAGEWAY / TYPE B: CARRIAGEWAY / TYPE A: FLUSH KERB / TYPE B: FLUSH KERB / 14 (RADIUSED) / CARRIAGEWAY: MAIN DRAINAGE CHANNEL A 10 B OND R G . R D - 3356 - R T - 033 A . C U T T OS U I T ONS I TEWH E R ER E QU I R E D . ONN E W C ON CR ETEF OO T I NGA SP E RF OUNDA T I OND ET A I L S HO WN ON40 mm . D P . H I GHS T R E NG T HB E DD I NGM O R T A RT OB S . 7533 FINISH) 10 mm . ) S I L V E RG R E Y/ GO L D E NBR O WNI NC O L OU R , ( B U S HHA MM E R E D LE I N S TE RG R AN I TEK E RBB L O C K , 500 L x 350 W x 100 mm D P . ( J O I N T SM AX . WHERE REQUIRED. 150 mm T K . C 8 / 10 S E M I- D R YC ON CR ETES U B - B A S E . C U T T OS U I T ONS I TE FINISH) ON 30mm DP. 3:1 SAND/CEMENT MORTAR BED ON HAMMERED M AX . 5 mm . ) S I L V E RG R E Y/ GO L D E NBR O WNI NC O L OU R , ( B U S H LE I N S TE RG R AN I TEC HANN EL B L O C K , 500 L x 200 W x 60 mm D P . ( J O I N T S REQUIRED. S HO WNOND R G . R D - 3356 - R T - 035 A . C U T T OS U I T ONS I TEWH E R E ON40 mm . D P . H I GHS T R E NG T HM O R T A RB E DT OB S : 7533 . D ET A I L D P . ( J O I N T SM AX . 10 mm . ) S I L V E RG R E YI NC O L OU R , ( F L A M E DF I N I S H ) I B E R I ANA Z U L P L A T I NOG R AN I TEC HANN EL B L O C K , 500 L x 300 W x 100 mm REQUIRED. S HO WNOND R G . R D - 3356 - R T - 035 A . C U T T OS U I T ONS I TEWH E R E STRENGTH MORTAR BED TO BS:7533. DETAIL ON 40mm. DP. HIGH D P . ( J O I N T SM AX . 10 mm . ) S I L V E RG R E YI NC O L OU R , ( F L A M E DF I N I S H ) I B E R I ANA Z U L P L A T I NOG R AN I TEC HANN EL B L O C K , 500 L x 300 W x 100 mm (Contd.): PEDESTRIAN CROSSINGS REQUIRED. D ET A I L S HO WNOND R G . R D - 3356 - R T - 033 A . C U T T OS U I T ONS I TEWH E R E FOUNDATION M O R T A RT OB S . 7533 ONN E W C ON CR ETEF OO T I NGA SP E R ( B U S HHA MM E R E DF I N I S H ) ON40 mm . D P . H I GHS T R E NG T HB E DD I NG ( J O I N T SM AX . 10 mm . ) S I L V E RG R E Y/ GO L D E NBR O WNI NC O L OU R , LE I N S TE RG R AN I TER AD I U S E DK E RBB L O C K , 500 L x 350 W x 100 mm D P . C ON CR E TES U B - B A S E . C U T T OS U I T ONS I TEWH E R ER E QU I R E D . S AND / C E M E N T M O R T A RB E DON150 mm T K . C 8 / 10 S E M I- D R Y ( B U S HHA MM E R E DF I N I S H ) L A I DP A R A LLEL T OK E RB L I N EON30 mm D P . 3 : 1 60 mm . D P . ( J O I N T SM AX . 5 mm ) S I L V E RG R E Y/ GO L D E NBR O WNI NC O L OU R , A LTE R NA T I NGLE I N S TE RG R AN I TEF L AG S , 500 , 400 , 300 L x 400 , 300 W x 10 TO SUIT ON SITE AS REQUIRED. C ON CR ETES U B - B A S E . A L S OA SA B OV EB U T 200 x 100 mm x 60 mm D P . C U T D P . 3 : 1 S AND / C E M E N T M O R T A RB E DON150 mm T K . C 8 / 10 S E M I- D R Y ( J O I N T SM AX . 5 mm . ) DA R KR E DI NC O L OU R , ( F L A M E DF I N I S H ) ON30 mm K E RR YR E DL I M E S T ON ES ETT SA T B O P , 100 x 100 x 60 mm D P . ADDITIONAL NOTES : TO SUIT ON SITE. T Y P EP A T TE R N SB ET WE E NVA R Y I NGM ODU L A RP A T T E R N S , ANDM U S T B EC U T P U R P O S E SON L Y ) , A R ENONS T ANDA R DANDO CC U RI NG E N E R A L A ST R AN S I T I ON C A RR I AG E WAYO RF OO T WAYP AV I NGI ND I C A TE DG R E E N( F O RI ND I C A T I V E SPECIFIED OTHERWISE. 22 . NO TE : A LL O T H E RG R AN I TET Y P E SS HA LL HAV EAF L A M E DF I N I S HUN LE SS 21 . NO TE : A L L LE I N S TE RG R AN I TES HA LL HAV EAB U S HHA MM E R E DF I N I S H . THE NEW ROAD SURFACE. ONS I TEA SR E QU I R E DT OT H ER E QU I S I TED E P T H , T OS U I T T H EF I N I S H E DLE V E L O F 20 . T H EE X I S T I NGB I T U M I NOU S / C ON CR ETER OADS U R F A C ES HA LL B EP L AN E D / M I LLE D S I NG LET H R E S HO L DS L A BI SI ND I C A TE D , C E N T R A LL YP L A C E D , I NE N T R AN C EWAY . E A C HS I D EANDS HA LL B EC U T T OS U I T ONS I TEA SR E QU I R E D , E X C E P T WH E R E 19 . T H R E S HO L DS L A B SS HA LL E X T E NDAM I N . O F 250 mm B E YONDT H EE N T R AN C EON FORMED. T R AN S I T I ONF R O M S U P E R E LE VA T I ONT OT H EC A M B E R E DS E C T I ONS HA LL B E 18 . AS M OO T H2 m C A M B E RS HA LL B EF O R M E DA L ONGT H ECR O WNL I N E . AS M OO T H RD-3356-RT-032A INCLUSIVE. 17 . S ETT I NGOU T D ET A I L SA R EA SS HO WNOND R G . NO . R D - 3356 - R T - 027 AT O SPECIFICATION. 16 . A LL WO R K ST OB EC A RR I E DOU T A SP E RA PP E ND I X11 / 1 ANDC L . 1104 S RO F T H E R E - S ET T OS U I T T H EF I N I S H E DLE V EL O F T H EN E W P AV I NGS U R F A C E . 15 . T H EC OV E R SANDF R A M E SO F A LL R E M A I N I NGI N SP E C T I ONC HA M B E R SS HA LL B E CARRIAGEWAY AREAS, AS PER BS7533 PART 12. A SWE LL A ST H EB A S EANDV E R T I C A L S I D E S O F T H EP AV I NGUN I T SF O RA LL 14 . AP R I M I NGS L U RR YS HA LL B EA PP L I E DT OT H ET O PO F T H EB A S EL AY E R CONTRAST. 13 . C HANN EL B L O C KC O L OU R E DC YANI SI ND I C A T I V EON L YANDI SM E R EL YF O R 12 . F O RP U B L I CL I GH T I NGDU C T I NGR E QU I R E M E N T S , S E ED R G . NO . R D - 3356 - R T - 042 A . M A TE R I A L SR E QU I R E DF O RT H EP R O P O S E DS C H E M E . 11 . T H EC ON T R A C T O RS HA LL B ER E SP ON S I B LEF O RS U PP L Y I NGA LL T H ES T ON EP AV I NG BOTH THE CARRIAGEWAY AND FOOTWAYS. F R A M E SO F E X I S T I NGU T I L I T YM ANHO L E S , S T O P C O C K S , M E T E R S , VA L V E SE T C . I N 10 . A L L G R AN I TES L A B SS HA L L B EC U T T OS U I T &D R E SS E DT I GH T U PAGA I N S T T H E DETAIL. SEE DRG. NO. RD-3356-RT-038A. 9 . A LL L I TT E RB I N SS HA LL B EF I X E DT OG R AN I T EK E RB SA SP E RHO L D I NGDO WNB O LT R E F E RT OT H EM I N I M U MC O M P A C TE DD E P T H S / T H I C KN E SS E SSO F M A T E R I A L S. 8 . T H ED E P T H S / T H I C KN E SSQUO TE DI NT H EP AV I NGI TE MD E S CR I P T I ON SA B OV E 7 . K E RBJ O I N T I NG/ L AYOU T S HO WNI SI ND I C I T AV EON L Y . A SR E QU I R E DT OR E C E I V EB O LL A R D SANDT R A FF I CS I GNP O LE S . 6 . A LL G R AN I T EK E RB S&S L A B SS HA LL B EC O R E DT OT H EA PP R O P R I A TED I A M E TE R THE CARRIAGEWAY & FOOTWAY PAVING JOINTS. R E - O R I E N T A TE&A L I GNWH E R EP O SS I B LE , A LL C OV E R S&F R A M E SNO R M A L T O 5 . T H EC ON T R A C T O RS HA L L C ON S U L T WI T HA L L U T I L I T YS E R V I C EP R OV I D E R S , T O FOR ROADWORKS. M O R T A RB E DC O M P L I AN T WI T HHA104 / 09 &C I . 507 . 17 O F T H ET II SP E C I F I C A T I ON 4 . A LL N E W M ANHO LEC OV E R S&F R A M E SS HA LL B EB E DD E DI NAH I GHS T R E NG T H THE FRAME. C A RR I AG E WAYT OA LL O W N E W P AV I NGT OB ED R E SS E DU PT I GH T AGA I N S T 3 . T H ED E P T HO F F R A M E SS HA LL B E100 mm I NF OO T WAY SAND150 mm I NT H E C A RR I AG E WAY SA SR E QU I R E DB YT H EU T I L I T YS E R V I C E S . S A T I SF YB 125 / C 250 L OAD I NGF O RF OO T P A T H S , ANDD 400 O RE 600 L OAD I NGF O R 2 . A LL N E W M ANHO LEC OV E R S&F R A M E SS HA LL B ET OI SE N124 ANDS HA L L e.g. Eir, BT Ireland, Traffic, DCC etc. A R EL I C E N S E DT OU S ET H ESP E C I F I CI ND I V I DUA L U T I L I T YNA M E&L OGO/ M O T I F . S E R V I C ES U PP L I E R . T H ER E A S ONF O RT H I SI ST HA T A PP R OV E DS U PP L I E R S M U S T B EP R O C U R E DB YT H EC ON T R A C T O RF O RT H EWO R K SF R O MT H EU T I L I T Y 1 . A L L M ANHO LEC OV E R S&F R A M E SF O RT H EVA R I OU SU T I L I T YS E R V I C EP R OV I D E R S P L AN E D/ M I LLE DT OS U I T T H EN E W R OADLE V EL A SR E QU I R E D . B E DT OB S : 7533 ONE X I S T I NGB I T U M I NOU S / C ON CR ETER OADS U R F A C E , P E R P E ND I C U L A RT OK E RB L I N EON40 mm . D P . H I GHS T R E NG T HM O R T A R ( B U S HHA MM E R E DF I N I S H ) L A I DI NS T R ET C H E RB ONDP A TTE R N (JOINTS MAX.10mm, MIN.6mm) SILVER / GREY IN COLOUR, I B E R I ANA Z U L P L A T I NOG R AN I TES ETT S , 200 L x 100 W x 100 mm . D P . + 50 . 0 + 55 . 0 + 95 . 0 + 100 . 0 + 100 . 0 C ON CR ETES U B - B A S E . C U T T OS U I T ONS I TEWH E R ER E QU I R E D . 3 : 1 S AND / C E M E N T M O R T A RB E DON150 mm T K . C 8 / 10 S E M I- D R Y IN COLOUR, LAID AT CROSSINGS ON 30mm DP. 400 x 400 x 60mm. DP. (JOINTS MAX.3mm) BLACK CHINESE GRANITE TACTILE FLAGS, DRG. RD-3356-RT-034A. F OUNDA T I OND ET A I L A SS HO WNOND R G . R D - 3356 - R T - 033 AAND K E RB L I N EON40 mm . D P . H I GHS T R E NG T HM O R T A RB E DT OB S : 7533 ON S I L V E R/ G R E YI NC O L OU R , ( F L A M E DF I N I S H ) L A I DP E R P E ND I C U L A RT O 500 , 400 , 300 L x 400 , 300 W x 100 mm . D P . ( J O I N T SM AX . 10 mm , M I N . 6 mm ) A LTE R NA T I NGI B E R I ANA Z U L P L A T I NOG R AN I TEP AV I NGB L O C K S , DRG. RD-3356-RT-034A. ONF OUNDA T I OND ET A I L A SS HO WNOND R G . R D - 3356 - R T - 033 AAND T OK E RB L I N EON40 mm . D P . H I GHS T R E NG T HM O R T A RB E DT OB S : 7533 ( F L A M E DF I N I S H ) L A I DI NS T R E T C H E RB ONDP A TTE R NP E R P E ND I C U L A R (JOINTS MAX.10mm, MIN.6mm) SILVER / GREY IN COLOUR, I B E R I ANA Z U L P L A T I NOG R AN I TES ETT S , 200 L x 100 W x 100 mm . D P . D R G . R D - 3356 - R T - 034 A . C U T T OS U I T ONS I TEWH E R ER E QU I R E D . F OUNDA T I OND E T A I L S HO WNOND R G . R D - 3356 - R T - 033 AAND M O R T A RT OB S . 7533 ONN E W C ON CR ETEF OO T I NGA SP E R ( B U S HHA MM E R E DF I N I S H ) ON40 mm . D P . H I GHS T R E NG T HB E DD I NG ( J O I N T SM AX . 10 mm . ) S I L V E RG R E Y/ GO L D E NBR O WNI NC O L OU R , LE I N S TE RG R AN I TEK E RBB L O C K , 750 L x 500 W x 100 mm D P . D R G . R D - 3356 - R T - 034 A . C U T T OS U I T ONS I TEWH E R ER E QU I R E D F OUNDA T I OND ET A I L S HO WNOND R G . R D - 3356 - R T - 033 AAND M O R T A RT OB S . 7533 ONN E W C ON CR ETEF OO T I NGA SP E R ( B U S HHA MM E R E DF I N I S H ) ON40 mm . D P . H I GHS T R E NG T HB E DD I NG ( J O I N T SM AX . 10 mm . ) S I L V E RG R E Y/ GO L D E NBR O WNI NC O L OU R , LE I N S TE RG R AN I TEK E RBB L O C K , 500 L x 350 W x 100 mm D P . ON DRG. RD-3356 -RT-034A. C U T T OS U I T ONS I TEWH E R ER E QU I R E D , F OUNDA T I OND ET A I L A SS HO WN ( J O I N T SM AX . 10 mm . ) S I L V E RG R E YI NC O L OU R , ( B U S HHA MM E R E DF I N I S H ) I B E R I ANA Z U L P L A T I NOG R AN I TEK E RBB L O C K , 500 L x 300 W x 200 mm D P . REQUIRED. R D - 3356 - R T - 033 AANDR D - 3356 - R T - 034 A . C U T T OS U I T ONS I TEWH E R E C ON CR ETEF OO T I NGA SP E RF OUNDA T I OND ET A I L A SS HO WNOND R G . 40 mm . D P . H I GHS T R E NG T HM O R T A RB E DT OB S : 7533 ONN E W D P . ( J O I N T SM AX . 10 mm . ) S I L V E RG R E YI NC O L OU R , ( F L A M E DF I N I S H ) ON I B E R I ANA Z U L P L A T I NOG R AN I TEC HANN EL B L O C K , 500 L x 300 W x 100 mm SUIT ON SITE WHERE REQUIRED. A SS HO WNOND R G . R D - 3356 - R T - 033 AANDR D - 3356 - R T - 034 A . C U T T O NEW CONCRETE FOOTING AS PER FOUNDATION DETAIL F I N I S H ) ON40 mm . D P . H I GHS T R E NG T HM O R T A RB E DT OB S : 7533 ON x 100 mm D P . ( J O I N T SM AX . 10 mm . ) S I L V E RG R E YI NC O L OU R , ( F L A M E D I B E R I ANA Z U L P L A T I NOR AD I U S E DG R AN I TEC HANN EL B L O C K , 500 L x 300 W T H R E S HO L DS L A BI SI ND I C A TE D , C E N T R A LL YP L A C E D , I NE N T R AN C EWAY . S HA LL B EC U T T OS U I T ONS I TEA SR E QU I R E D , E X C E P T WH E R ES I NG LE E X TE NDAM I N . O F 250 mm B E YONDT H EE N T R AN C EONE A C HS I D E , AND S U B - B A S E . T H R E S HO L DF L AG SM AYVA R YI NLE NG T H , ANDS HA LL S AND / C E M E N T M O R T A RB E DON150 mm T K . C 8 / 10 S E M I- D R YC ON CR ETE F R ON T O F S HO P / B U S I N E SST H R E S HO L D SON30 mm D P . 3 : 1 ( J O I N T SM AX . 5 mm ) B L A C KI NC O L OU R , ( F L A M E DF I N I S H ) L A I DI N C H I N E S EG R AN I TEF L AG S , M AX . S I ZE1 m x 500 mm x 60 mm . D P . C 25 / 30 C ON CR ETEF OO T I NG , ON150 mm C L . 808 G R ANU L A RM A TE R I A L . 3 : 1 S AND / C E M E N T M O R T A RB E D , ONA500 mm WI D EX200 mm D p . ( B U S HHA MM E R E DF I N I S H ) WI T HA20 mm B U LL NO S E , ON30 mm . D p . ( J O I N T SM AX . 10 mm . ) S I L V E RG R E Y/ GO L D E NBR O WNI NC O L OU R LE I N S TE RG R AN I TEK E RBB L O C K , 500 L x 350 W x 200 mm D P . C 25 / 30 C ON CR ETEF OO T I NG , ON150 mm C L . 808 G R ANU L A RM A TE R I A L . 3 : 1 S AND / C E M E N T M O R T A RB E D , ONA500 mm WI D EX200 mm D p . ( B U S HHA MM E R E DF I N I S H ) WI T HA20 mm B U LL NO S E , ON30 mm . D p . ( J O I N T SM AX . 10 mm . ) S I L V E RG R E Y/ GO L D E NBR O WNI NC O L OU R LE I N S TE RG R AN I TEK E RBB L O C K , 500 L x 350 W x 200 mm D P . C 25 / 30 C ON CR ETEF OO T I NG , ON150 mm C L . 808 G R ANU L A RM A TE R I A L . 3 : 1 S AND / C E M E N T M O R T A RB E D , ONA500 mm WI D EX200 mm D p . ( B U S HHA MM E R E DF I N I S H ) WI T HA20 mm B U LL NO S EON30 mm . D p . ( J O I N T SM AX . 10 mm . ) S I L V E RG R E Y/ GO L D E NBR O WNI NC O L OU R , LE I N S TE RG R AN I TER AD I U S E DK E RBB L O C K , 500 L x 350 W x 200 mm D P . SEE DRG. No . RD- 3356 - RT - 013 A Notes: CHANGED, PRIOR TO COMMENCEMENT OF WORKS. DETERMINED. THE NAMES OF THESE PREMISES MAY CHANGE, OR MAY HAVE - THE NAMES OF PREMISES INDICATED ARE CORRECT IN AS FAR AS CAN BE G S I C S V T H ST T H EM E M G S G S H H I C M H M H M H M H BB S C ST S V S V S V S V T H TH TH TH TH T H T H T H T H S T T H S T T H T H TH TH T H S C GY RWP RWP H R WP R WP R WP B. I . G. T . B. I . G. T . B. I . G. T . #6 S W EET NO S H #1 #2 #3 - 4 P A S T A F R E S C A #5 #6 #7 #8 #9 S T UDI O VA CANT CHANG E S HA I R I L F UO C O L AD BR OK E S CA F E B UTLE RS CHO CO L A TE CO S TELL O E + CO S TELL O E # 1 4 J E W ELL R Y L OU LE R I E VA C AN T BR A SS E R I E C HA T HA M #17 P U B L I CHOU S E J . S H EE HAN S #5 E S B E S B BR I C K BRI CK BR I C K EM T A R ROME S TE PS O F C HA T HA M S T R EET S C T H + 50 . 0 + 55 . 0 + 60 . 0 + 60 . 0 + 65 . 0 + 65 . 0 + 70 . 0 + 70 . 0 + 75 . 0 + 75 . 0 + 80 . 0 + 80 . 0 + 85 . 0 + 85 . 0 + 90 . 0 + 90 . 0 + 95 . 0 + 100 . 0 EM T H GY GY GY GY GY GY GY GY ST VA CANT L A / CRE A T I V E CA F E B UTLE RS CHO CO L A TE CO S TELL O E + CO S TELL O E #5 C ON C BR I C K CL A RE NDON RO W CL A RE NDON S T GY GY GY GY GY GY GY GY B B B B B B B B B B B B B B B B B B B B B B B B B B B B LB B T SP T S P T S P T SP B
Transcript
Page 1: PLAN · 2020. 5. 25. · kerbline on 40mm. dp. high strength mortar bed to bs:7533 on silver / grey in colour, (flamed finish) laid perpendicular to 500,400,300l x 400,300w x 100mm.dp.

Original Drawing Size: 594 x 841 - A1

Drawing No.

Date:App.Drn.

Scales:

Datum:

Rev.Date:

Chd.

Description

Malin Hd.

SD GJR

1:100

PC 20/02/’17

PLAN

Mr. John W. Flanagan, Phd., C.Eng., Eur.Ing., FIEI FICE

Acting City Engineer

1

1

Project:

Title:

IMPROVEMENT SCHEME

CHATHAM STREET - HARRY STREET AREA

BA

LF

E S

TR

EE

T

CL

AR

EN

DO

N S

TR

EE

T

CL

AR

EN

DO

N R

OW

CHATHAM ROW

RD-3356-RT-014A

SHEET 2 OF 2

- CHATHAM STREET

PROPOSED PAVING PLAN

2

2

2

4

44

5

5

5

STANDARD KERB:

STANDARD DROPPED KERB:

STANDARD RADIUSED KERB:

STANDARD KERB:

17

6

6

6

7

8

8

89

9

9

911

11

11 11

12

13

1313

15

15

1614

14

17C

17B

17A

17A

17B

17B

17C

17C

PAVING DETAILS & TYPES

10B

10A

10A

TENDER

Civic Offices, Wood Quay, Dublin 8

ROAD DESIGN & CONSTRUCTION DIVISION

ENVIRONMENT AND TRANSPORTATION DEPARTMENT

Dublin City Council

Comhairle Cathrach

Bhaile `tha Cliath

FLUSH RADIUSED KERB:

RESTRAINING KERB:

FOOTWAY:

THRESHOLD:

PEDESTRIAN CROSSINGS:

BACK OF PATH :

1

2

3

4

5

6

8

9

10

7FLUSH KERB (INTERMEDIATE):

11

12

CARRIAGEWAY:

MAIN DRAINAGE CHANNEL / 13

15

16

CARRIAGEWAY:BLOCK /

SPECIAL END DRAINAGE CHANNEL

FOOTWAY:

R.W.P. DRAINAGE CHANNEL /

CHANNEL BLOCK:

SPECIAL SIDE ENTRY DRAINAGE

TYPE A:

CARRIAGEWAY /

TYPE B:

CARRIAGEWAY /

TYPE A:

FLUSH KERB /

TYPE B:

FLUSH KERB /

14(RADIUSED) / CARRIAGEWAY:

MAIN DRAINAGE CHANNEL

A

10B

ON DRG. RD-3356-RT-033A. CUT TO SUIT ON SITE WHERE REQUIRED.

ON NEW CONCRETE FOOTING AS PER FOUNDATION DETAIL SHOWN

ON 40mm. DP. HIGH STRENGTH BEDDING MORTAR TO BS.7533 FINISH)

10mm.) SILVER GREY / GOLDEN BROWN IN COLOUR, (BUSH HAMMERED

LEINSTER GRANITE KERB BLOCK, 500L x 350W x 100mm DP. (JOINTS MAX.

WHERE REQUIRED.

150mm TK. C8/10 SEMI-DRY CONCRETE SUB-BASE. CUT TO SUIT ON SITE

FINISH) ON 30mm DP. 3:1 SAND/CEMENT MORTAR BED ON HAMMERED

MAX.5mm.) SILVER GREY / GOLDEN BROWN IN COLOUR, (BUSH

LEINSTER GRANITE CHANNEL BLOCK, 500L x 200W x 60mm DP. (JOINTS

REQUIRED.

SHOWN ON DRG. RD-3356-RT-035A. CUT TO SUIT ON SITE WHERE

ON 40mm. DP. HIGH STRENGTH MORTAR BED TO BS:7533. DETAIL

DP. (JOINTS MAX.10mm.) SILVER GREY IN COLOUR, (FLAMED FINISH)

IBERIAN AZUL PLATINO GRANITE CHANNEL BLOCK, 500L x 300W x 100mm

REQUIRED.

SHOWN ON DRG. RD-3356-RT-035A. CUT TO SUIT ON SITE WHERE

STRENGTH MORTAR BED TO BS:7533. DETAIL ON 40mm. DP. HIGH

DP. (JOINTS MAX.10mm.) SILVER GREY IN COLOUR, (FLAMED FINISH)

IBERIAN AZUL PLATINO GRANITE CHANNEL BLOCK, 500L x 300W x 100mm

(Contd.):

PEDESTRIAN CROSSINGS

REQUIRED.

DETAIL SHOWN ON DRG. RD-3356-RT-033A. CUT TO SUIT ON SITE WHERE

FOUNDATION MORTAR TO BS.7533 ON NEW CONCRETE FOOTING AS PER

(BUSH HAMMERED FINISH) ON 40mm. DP. HIGH STRENGTH BEDDING

(JOINTS MAX.10mm.) SILVER GREY / GOLDEN BROWN IN COLOUR,

LEINSTER GRANITE RADIUSED KERB BLOCK, 500L x 350W x 100mm DP.

CONCRETE SUB-BASE. CUT TO SUIT ON SITE WHERE REQUIRED.

SAND/CEMENT MORTAR BED ON 150mm TK. C8/10 SEMI-DRY

(BUSH HAMMERED FINISH) LAID PARALLEL TO KERBLINE ON 30mm DP. 3:1

60mm.DP. (JOINTS MAX.5mm) SILVER GREY / GOLDEN BROWN IN COLOUR,

ALTERNATING LEINSTER GRANITE FLAGS, 500,400,300L x 400,300W x

10

TO SUIT ON SITE AS REQUIRED.

CONCRETE SUB-BASE. ALSO AS ABOVE BUT 200 x 100mm x 60mm DP. CUT

DP. 3:1 SAND/CEMENT MORTAR BED ON 150mm TK. C8/10 SEMI-DRY

(JOINTS MAX.5mm.) DARK RED IN COLOUR, (FLAMED FINISH) ON 30mm

KERRY RED LIMESTONE SETTS AT BOP, 100 x 100 x 60mm DP.

ADDITIONAL NOTES :

TO SUIT ON SITE.

TYPE PATTERNS BETWEEN VARYING MODULAR PATTERNS, AND MUST BE CUT

PURPOSES ONLY), ARE NON STANDARD AND OCCUR IN GENERAL AS TRANSITION

CARRIAGEWAY OR FOOTWAY PAVING INDICATED GREEN (FOR INDICATIVE

SPECIFIED OTHERWISE.

22. NOTE: ALL OTHER GRANITE TYPES SHALL HAVE A FLAMED FINISH UNLESS

21. NOTE: ALL LEINSTER GRANITE SHALL HAVE A BUSH HAMMERED FINISH.

THE NEW ROAD SURFACE.

ON SITE AS REQUIRED TO THE REQUISITE DEPTH, TO SUIT THE FINISHED LEVEL OF

20. THE EXISTING BITUMINOUS/CONCRETE ROAD SURFACE SHALL BE PLANED/MILLED

SINGLE THRESHOLD SLAB IS INDICATED, CENTRALLY PLACED, IN ENTRANCE WAY.

EACH SIDE AND SHALL BE CUT TO SUIT ON SITE AS REQUIRED, EXCEPT WHERE

19. THRESHOLD SLABS SHALL EXTEND A MIN. OF 250mm BEYOND THE ENTRANCE ON

FORMED.

TRANSITION FROM SUPERELEVATION TO THE CAMBERED SECTION SHALL BE

18. A SMOOTH 2m CAMBER SHALL BE FORMED ALONG THE CROWN LINE. A SMOOTH

RD-3356-RT-032A INCLUSIVE.

17. SETTING OUT DETAILS ARE AS SHOWN ON DRG.NO. RD-3356-RT-027A TO

SPECIFICATION.

16. ALL WORKS TO BE CARRIED OUT AS PER APPENDIX 11/1 AND CL.1104 SR OF THE

RE-SET TO SUIT THE FINISHED LEVEL OF THE NEW PAVING SURFACE.

15. THE COVERS AND FRAMES OF ALL REMAINING INSPECTION CHAMBERS SHALL BE

CARRIAGEWAY AREAS, AS PER BS7533 PART 12.

AS WELL AS THE BASE AND VERTICAL SIDES OF THE PAVING UNITS FOR ALL

14. A PRIMING SLURRY SHALL BE APPLIED TO THE TOP OF THE BASE LAYER

CONTRAST.

13. CHANNEL BLOCK COLOURED CYAN IS INDICATIVE ONLY AND IS MERELY FOR

12. FOR PUBLIC LIGHTING DUCTING REQUIREMENTS, SEE DRG. NO. RD-3356-RT-042A.

MATERIALS REQUIRED FOR THE PROPOSED SCHEME.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING ALL THE STONE PAVING

BOTH THE CARRIAGEWAY AND FOOTWAYS.

FRAMES OF EXISTING UTILITY MANHOLES, STOPCOCKS, METERS, VALVES ETC. IN

10. ALL GRANITE SLABS SHALL BE CUT TO SUIT & DRESSED TIGHT UP AGAINST THE

DETAIL. SEE DRG. NO. RD-3356-RT-038A.

9. ALL LITTER BINS SHALL BE FIXED TO GRANITE KERBS AS PER HOLDING DOWN BOLT

REFER TO THE MINIMUM COMPACTED DEPTHS/THICKNESSESS OF MATERIALS .

8. THE DEPTHS/THICKNESS QUOTED IN THE PAVING ITEM DESCRIPTIONS ABOVE

7. KERB JOINTING / LAYOUT SHOWN IS INDICITAVE ONLY.

AS REQUIRED TO RECEIVE BOLLARDS AND TRAFFIC SIGN POLES.

6. ALL GRANITE KERBS & SLABS SHALL BE CORED TO THE APPROPRIATE DIAMETER

THE CARRIAGEWAY & FOOTWAY PAVING JOINTS.

RE-ORIENTATE & ALIGN WHERE POSSIBLE, ALL COVERS & FRAMES NORMAL TO

5. THE CONTRACTOR SHALL CONSULT WITH ALL UTILITY SERVICE PROVIDERS, TO

FOR ROADWORKS.

MORTAR BED COMPLIANT WITH HA 104/09 & CI.507.17 OF THE TII SPECIFICATION

4. ALL NEW MANHOLE COVERS & FRAMES SHALL BE BEDDED IN A HIGH STRENGTH

THE FRAME.

CARRIAGEWAY TO ALLOW NEW PAVING TO BE DRESSED UP TIGHT AGAINST

3. THE DEPTH OF FRAMES SHALL BE 100mm IN FOOTWAYS AND 150mm IN THE

CARRIAGEWAYS AS REQUIRED BY THE UTILITY SERVICES.

SATISFY B125/C250 LOADING FOR FOOTPATHS, AND D400 OR E600 LOADING FOR

2. ALL NEW MANHOLE COVERS & FRAMES SHALL BE TO IS EN 124 AND SHALL

e.g. Eir, BT Ireland, Traffic, DCC etc.

ARE LICENSED TO USE THE SPECIFIC INDIVIDUAL UTILITY NAME & LOGO / MOTIF.

SERVICE SUPPLIER. THE REASON FOR THIS IS THAT APPROVED SUPPLIERS

MUST BE PROCURED BY THE CONTRACTOR FOR THE WORKS FROM THE UTILITY

1. ALL MANHOLE COVERS & FRAMES FOR THE VARIOUS UTILITY SERVICE PROVIDERS

PLANED / MILLED TO SUIT THE NEW ROAD LEVEL AS REQUIRED.

BED TO BS:7533 ON EXISTING BITUMINOUS/CONCRETE ROAD SURFACE,

PERPENDICULAR TO KERBLINE ON 40mm. DP. HIGH STRENGTH MORTAR

(BUSH HAMMERED FINISH) LAID IN STRETCHER BOND PATTERN

(JOINTS MAX.10mm, MIN.6mm) SILVER / GREY IN COLOUR,

IBERIAN AZUL PLATINO GRANITE SETTS, 200L x 100W x 100mm.DP.

+50.0

+55.0

+95.0

+100.0

+100.0

CONCRETE SUB-BASE. CUT TO SUIT ON SITE WHERE REQUIRED.

3:1 SAND/CEMENT MORTAR BED ON 150mm TK. C8/10 SEMI-DRY

IN COLOUR, LAID AT CROSSINGS ON 30mm DP.

400 x 400 x 60mm. DP. (JOINTS MAX.3mm) BLACK

CHINESE GRANITE TACTILE FLAGS,

DRG. RD-3356-RT-034A.

FOUNDATION DETAIL AS SHOWN ON DRG. RD-3356-RT-033A AND

KERBLINE ON 40mm. DP. HIGH STRENGTH MORTAR BED TO BS:7533 ON

SILVER / GREY IN COLOUR, (FLAMED FINISH) LAID PERPENDICULAR TO

500,400,300L x 400,300W x 100mm.DP. (JOINTS MAX.10mm, MIN.6mm)

ALTERNATING IBERIAN AZUL PLATINO GRANITE PAVING BLOCKS,

DRG. RD-3356-RT-034A.

ON FOUNDATION DETAIL AS SHOWN ON DRG. RD-3356-RT-033A AND

TO KERBLINE ON 40mm. DP. HIGH STRENGTH MORTAR BED TO BS:7533

(FLAMED FINISH) LAID IN STRETCHER BOND PATTERN PERPENDICULAR

(JOINTS MAX.10mm, MIN.6mm) SILVER / GREY IN COLOUR,

IBERIAN AZUL PLATINO GRANITE SETTS, 200L x 100W x 100mm.DP.

DRG. RD-3356-RT-034A. CUT TO SUIT ON SITE WHERE REQUIRED.

FOUNDATION DETAIL SHOWN ON DRG. RD-3356-RT-033A AND

MORTAR TO BS.7533 ON NEW CONCRETE FOOTING AS PER

(BUSH HAMMERED FINISH) ON 40mm. DP. HIGH STRENGTH BEDDING

(JOINTS MAX.10mm.) SILVER GREY / GOLDEN BROWN IN COLOUR,

LEINSTER GRANITE KERB BLOCK, 750L x 500W x 100mm DP.

DRG. RD-3356-RT-034A. CUT TO SUIT ON SITE WHERE REQUIRED

FOUNDATION DETAIL SHOWN ON DRG. RD-3356-RT-033A AND

MORTAR TO BS.7533 ON NEW CONCRETE FOOTING AS PER

(BUSH HAMMERED FINISH) ON 40mm. DP. HIGH STRENGTH BEDDING

(JOINTS MAX.10mm.) SILVER GREY / GOLDEN BROWN IN COLOUR,

LEINSTER GRANITE KERB BLOCK, 500L x 350W x 100mm DP.

ON DRG. RD-3356 -RT-034A.

CUT TO SUIT ON SITE WHERE REQUIRED, FOUNDATION DETAIL AS SHOWN

(JOINTS MAX.10mm.) SILVER GREY IN COLOUR, (BUSH HAMMERED FINISH)

IBERIAN AZUL PLATINO GRANITE KERB BLOCK, 500L x 300W x 200mm DP.

REQUIRED.

RD-3356-RT-033A AND RD-3356-RT-034A. CUT TO SUIT ON SITE WHERE

CONCRETE FOOTING AS PER FOUNDATION DETAIL AS SHOWN ON DRG.

40mm. DP. HIGH STRENGTH MORTAR BED TO BS:7533 ON NEW

DP. (JOINTS MAX.10mm.) SILVER GREY IN COLOUR, (FLAMED FINISH) ON

IBERIAN AZUL PLATINO GRANITE CHANNEL BLOCK, 500L x 300W x 100mm

SUIT ON SITE WHERE REQUIRED.

AS SHOWN ON DRG. RD-3356-RT-033A AND RD-3356-RT-034A. CUT TO

NEW CONCRETE FOOTING AS PER FOUNDATION DETAIL

FINISH) ON 40mm. DP. HIGH STRENGTH MORTAR BED TO BS:7533 ON

x 100mm DP. (JOINTS MAX.10mm.) SILVER GREY IN COLOUR, (FLAMED

IBERIAN AZUL PLATINO RADIUSED GRANITE CHANNEL BLOCK, 500L x 300W

THRESHOLD SLAB IS INDICATED, CENTRALLY PLACED, IN ENTRANCE WAY.

SHALL BE CUT TO SUIT ON SITE AS REQUIRED, EXCEPT WHERE SINGLE

EXTEND A MIN. OF 250mm BEYOND THE ENTRANCE ON EACH SIDE, AND

SUB-BASE. THRESHOLD FLAGS MAY VARY IN LENGTH, AND SHALL

SAND/CEMENT MORTAR BED ON 150mm TK. C8/10 SEMI-DRY CONCRETE

FRONT OF SHOP/BUSINESS THRESHOLDS ON 30mm DP. 3:1

(JOINTS MAX. 5mm) BLACK IN COLOUR, (FLAMED FINISH) LAID IN

CHINESE GRANITE FLAGS, MAX. SIZE 1m x 500mm x 60mm.DP.

C25/30 CONCRETE FOOTING, ON 150mm CL.808 GRANULAR MATERIAL.

3:1 SAND/CEMENT MORTAR BED, ON A 500mm WIDE X 200mm Dp.

(BUSH HAMMERED FINISH) WITH A 20mm BULLNOSE, ON 30mm. Dp.

(JOINTS MAX.10mm.) SILVER GREY / GOLDEN BROWN IN COLOUR

LEINSTER GRANITE KERB BLOCK, 500L x 350W x 200mm DP.

C25/30 CONCRETE FOOTING, ON 150mm CL.808 GRANULAR MATERIAL.

3:1 SAND/CEMENT MORTAR BED, ON A 500mm WIDE X 200mm Dp.

(BUSH HAMMERED FINISH) WITH A 20mm BULLNOSE, ON 30mm. Dp.

(JOINTS MAX.10mm.) SILVER GREY / GOLDEN BROWN IN COLOUR

LEINSTER GRANITE KERB BLOCK, 500L x 350W x 200mm DP.

C25/30 CONCRETE FOOTING, ON 150mm CL.808 GRANULAR MATERIAL.

3:1 SAND/CEMENT MORTAR BED, ON A 500mm WIDE X 200mm Dp.

(BUSH HAMMERED FINISH) WITH A 20mm BULLNOSE ON 30mm. Dp.

(JOINTS MAX.10mm.) SILVER GREY / GOLDEN BROWN IN COLOUR,

LEINSTER GRANITE RADIUSED KERB BLOCK, 500L x 350W x 200mm DP.

SE

E D

RG.

No.

RD-3

356-R

T-0

13

A

Notes:

CHANGED, PRIOR TO COMMENCEMENT OF WORKS.

DETERMINED. THE NAMES OF THESE PREMISES MAY CHANGE, OR MAY HAVE

- THE NAMES OF PREMISES INDICATED ARE CORRECT IN AS FAR AS CAN BE

GSIC

SV

TH

ST

TH

EM

EM

GS

GS

H

H

IC

MH

MH

MH

MH

BB

SC

ST

SV

SV

SV

SV

TH

TH

TH

THTH

TH

THTH

TH

ST

THST

TH

TH

TH TH

TH

SC

GY

RWPRWP

H

RWPRWP RWP

B.I.G.T.

B.I.G.T.

B.I.G.T. #6

SWEET NOSH

#1 #2 #3-4

PASTA FRESCA

#5 #6 #7 #8

#9

ST

UDIO ’V

AC

AN

T’

CH

AN

GE

S H

AIRIL FUOCO

LADBROKES

CA

FE

BU

TLE

RS C

HO

CO

LA

TE

CO

ST

ELL

OE

+

CO

ST

ELL

OE

#14

’JEWELLRY’

LOULERIE’VACANT’

BRASSERIE

CHATHAM

#17PUBLIC HOUSE

J.SHEEHAN’S

#5

ESB

ESB

BRICK

BRIC

K

BRICK

EM

TAR

ROME

STEPS OF

CHATHAM STREET

SC

TH

+50.0

+55.0

+60.0

+60.0

+65.0

+65.0

+70.0

+70.0

+75.0

+75.0

+80.0

+80.0

+85.0

+85.0

+90.0

+90.0

+95.0

+100.0

EM

TH

GYGY

GY

GY

GY GY GY GY

ST

’VA

CA

NT’

LA/C

RE

ATIV

E

CA

FE

BU

TLE

RS C

HO

CO

LA

TE

CO

ST

ELL

OE

+

CO

ST

ELL

OE

#5

CONC

BRICK

CL

AR

EN

DO

N R

OW

CL

AR

EN

DO

N S

TR

EE

T

GYGY

GY

GY

GY GY GY GY

B

BBB

BB

BB

B

B

B

BBB

B

B

B

B

B

BB

B

B

B

B

B

B

B

LBB

TS

P

TSP

TSP

TSP

B

Recommended