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HomeMy WebLinkAboutDecision 4058 - N - C-6 Site Details Sheet 2POLE CAP, FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR -�nr- _Juc_ #3 TIES - 12" Q.C. "W-1" FACADE ACCENT FIXTURE WHERE SHOWN FACADE ACCENT FIXTURE BRACKET E STRAIGHT STEEL POLE -D DARK BRONZE R COATED. SEE COOPER IG DRAWING WN, JRE SCHEDULE AND POLE (CATION FOR POLE ION. S HOLE WITH AND GROUND EHIND COVER. COVER, SEE NOTE 6. 1, TOP OF CONCRETE TO SHED WATER. )RCING STEEL GRADE INSTALL CC ZETE BASE, I _ -- BELOW FR( D N PPLACE (MIN. 30") ECTRL - ACTOR CONDUIT AND WIRING jF FORM TO OTHER FIXTURES. r---1 A I I A 2'-0"0 LIGHTING STANDARD _ ELEVATION NOT TO SCALE _Fft L-2-1/2" MIN SECTION AA LINE j--41--� f I II 3 ENLARGED CROWN DETAIL NOT TO SCALE NOTE: 1. CONTRACTOR SHALL SUBMIT A SHOP DRAWING FOR THE XX TYPICAL LIGHT POLE AND BASE DETAIL ANIRLTMETER D PROJECTIONENGH SCALE N.T.S. 22-3-06 i 0 a n V n N O 0 c a N N E 0 m m r`E E0. e41 Qo. iI 0 ED EN Cd mo C C NOTE: RESTRAINED JOINT SHALL BE MEG -A -LUG RETAINER GLANDS (MANUFACTURED EY NN EBAA-IRON SERIES 1000) OR APPROVED EQUAL :.SET AT A MIN. OF 2'-0" FOR BREAK ABOVE FINISHED GRADE. ST BLOCK CONC. THRUST BLOCK MAIN GLE VARIES BACK FILL PLAN ELEVATION ST BLOCK CONC. THRUST BLOCK O MAIN BACK FILL ELEVATION NOTES: 1. ALL WATER MAIN FITTINGS, BENDS, TEES. PLUGS ETC. SHALL BE RESTRAINED W/ THRUST BLOCKS EXCEPT WHERE NOTED. 2. ALL THRUST BLOCKS & COLLARS SHALL BE INSTALLED SO THAT THEY BEAR AGAINST UNDISTURBED EARTH. 3. SIZE OF CONCRETE THRUST BLOCKS AS NOTED BELOW. 4. MINIMUM COMPRESSIVE STRENGTH OF THRUST BLACK CONCRETE SHALL BE 3,000 P.S.I. 5. MINIMUM BEARING AREA BASED ON 2000 LB/SF ALLOWABLE SOIL BEARING PRESSURE WITH A 1.5 SAFETY FACTOR. MINIMUM THRUST BLOCKING BEARING AREAS IN SQUARE FEET CONC. THRUST TEES/CAP/HYD HYD. ERTEN. 45' BEND 22.5' BEND 11.25' BEND 4" BLOCK 2 11 TOP IF 1 1 - TO BE REMOVED 3 2 1 REQUIRED- 8" 4 6 3 2 NOTE: DO NOT BLOCK 10" 6 8 4 2 2 VALVE BOX &COVER DO 9 HYDRANT DRAIN 6 3 2 14" 12 17 NOT SET BASE OF VALVE BOX ON VALVE. 4 3 16" 15 22 11 6 3 SET BASE ON EARTH TO PROTECT STEM - `I CURBING IS REQUIRED. 0 N LANDSCAPED b Ua RESTRAINED JOINT HYDRANT AREA (TYP.) J 4. PROVIDE TRUNCATED DOMES W ANCHOR TEE WITH ROTATING Q (DETACHABLE WARNINGS) WITHIN RAMP PER ;,.. N GLAND - ADA. SCTN 4.7 AND UTILIZING LATEST MAX DETECTABLE z � 6" GATE VALVE DESIGN RECOMMENDATIONS AS ENCOURAGED WARNING STRIP LU :.•� ; +: Q 6" CLDI RUNOUT 6" .. �'� a '•:. 0 In Do MIN --�I DATED MAY 6, 2002- W 0 er .... ..� Ei Co :::: ..:::' '.e . i... •'''4Lf CL 3 SF - :. MIN. . .•.*.e",r•d' BEARIN i' WATER MAIN •?• 0 . qe{*• RESTRAINED 1 SF MIN. BEARING • JOINTS ` (TYPICAL) HYDRANT SHOE PPOVIDE 12" TO �YDRANT 3/4" STONE TO STONE/PRECAST BEARING 6 ABOVE DRAIN CONC. THRUST BLOCK PLATE PER DETAIL 5/C-6 XX TYPICAL FIRE HYDRANT CONNECTION DETAIL SCALE: N.T.S. PIPES -004 10-04-04 ST BLOCK CONC. THRUST BLOCK MAIN GLE VARIES BACK FILL PLAN ELEVATION ST BLOCK CONC. THRUST BLOCK O MAIN BACK FILL ELEVATION NOTES: 1. ALL WATER MAIN FITTINGS, BENDS, TEES. PLUGS ETC. SHALL BE RESTRAINED W/ THRUST BLOCKS EXCEPT WHERE NOTED. 2. ALL THRUST BLOCKS & COLLARS SHALL BE INSTALLED SO THAT THEY BEAR AGAINST UNDISTURBED EARTH. 3. SIZE OF CONCRETE THRUST BLOCKS AS NOTED BELOW. 4. MINIMUM COMPRESSIVE STRENGTH OF THRUST BLACK CONCRETE SHALL BE 3,000 P.S.I. 5. MINIMUM BEARING AREA BASED ON 2000 LB/SF ALLOWABLE SOIL BEARING PRESSURE WITH A 1.5 SAFETY FACTOR. MINIMUM THRUST BLOCKING BEARING AREAS IN SQUARE FEET PIPE DIA. TEES/CAP/HYD 90' BEND 45' BEND 22.5' BEND 11.25' BEND 4" 2 2 1 1 1 6"3 TO BE REMOVED 3 2 1 1 8" 4 6 3 2 1 10" 6 8 4 2 2 12" 9 12 6 3 2 14" 12 17 8 4 3 16" 15 22 11 6 3 XX TYPICAL THRUST BLOCK DETAIL FOR 100 PSI SERVICE SCALE: N.T.S. CSI NO. 02665.07 PIPES -007 10-16-95 NOTES: 1. WATER SERVICES LARGER THAN 1" ARE TO BE RESTRAINED TO MAIN W/ APPROVED SADDLE. 2.ALL MATERIALS SHALL CONFORM TO WATER DISTRICT SPECIFICATIONS (LATEST EDITION) PAVEMENT WATER MAIN CORPORATION STOP TYPE "K" COPPER TUBING XX TYPICAL SERVICE CONNECTION DETAIL SCALE: N.T.S. PIPES -001 TABLE SERVICE BOX FLUSH WITH SURFACE) STOP TYPE) 01-12-04 SLOPE - CURB DOWNWARD KEEP AREA FLUSH - WITH PAVING GRADE 6' STANDARD DUTY HEAVY DUTY CURB REVEAL - � PITCH PAVEMENT SECTION 1� •N MATERIAL VARIES*** ao 13 "f1/2" f 6 NOTE 9" MIN. TO BE REMOVED M3.11.03 TABLE A 2'-O"(MAX.) 1. FOR GRANITE AND CONCRETE CURBING ASPHALTIC .SECTION A l� WITH NDBITUMINOUSVISH CONTINUE CURB AROUCURVE AND MAKE FLUWITTH 2.5 INCHES BINDER COURSE N [N PAVING WHERE NOTED. 1 N r w 0 CC CURB FLUSH CURB 2. FOR INTEGRAL CONCRETE WALK AND VARIES 4'-0"" MIN. -0"" MIN. I VARIES _ I GRANULAR FILL CURB USE CURBING ONLY WHERE THERE IS 8 INCHES SUB -BASE � NO WALK AT REAR OF CURB. RADIUS TOTAL 3. FOR BITUMINOUS CURBING NO FLUSH VARIES j C N CURBING IS REQUIRED. 0 N LANDSCAPED b Ua vUIDlo AREA (TYP.) J 4. PROVIDE TRUNCATED DOMES W Q Q (DETACHABLE WARNINGS) WITHIN RAMP PER 24" WIDE 1.5% N N ADA. SCTN 4.7 AND UTILIZING LATEST MAX DETECTABLE 0 � � DESIGN RECOMMENDATIONS AS ENCOURAGED WARNING STRIP LU F - Q BY US DOT FHWA MEMORANDUM HIPA-20 0 i► 6' MIN --�I DATED MAY 6, 2002- KEEP AREA FLUSH - WITH PAVING GRADE 6' STANDARD DUTY HEAVY DUTY o � PITCH PAVEMENT SECTION o �'' •N MATERIAL VARIES*** ao 1.5 INCHES L, t 1:13 9" MIN. TO BE REMOVED M3.11.03 TABLE A 2'-O"(MAX.) ASPHALTIC w a � l� ESL= 2.5 INCHES CONCRETE RAMP SLOPE (ROUGHENED CURB SURFACE FOR DOWNV 36� WALK <7 a oN (WIDTH VARIES) -6" CURB (TYP.) XX TYPICAL HANDICAP _RAMP AT CORNER DETAIL SCALE: N.T.S. SIDEWALK -013 4-4-06 VARIES WITH WAU( WIDTH AND CROSS SLOPE 13 MAX 13 MAX 4 - CURB REVEAL 6" MAX FLUSH CURB W/ 1/4' MAX UP FOR DRAINAGE ELEVATION A -A ASPHALnC OR CEMENT CONCRETE AS SHOWN INSTALL CURB WHERE REQUIRED ON PLAN BUILDING WALL FOR GRADE SEPARATION ADJACENT WHERE APPLICABLE TOSIDEWALK. N IL Ing 0. N �g U U In z SIDEWALK--,,Q� 1 a sn1•T3 aCURB O (REVEAL V <AR ISO) 1*13 77- MAX bt PI�TCH e PITCH 000 000000 0 000 0 0 TT•13 000000 00 f_W_ N o, ' . OPEDI COLORED CONCRETE RAMPS, CAST -IN-PLACE DETECTABLE WARNINGS IN ACCORDANCE WITH PARAGRAPHS 4.5 AND 4.29 OF THE GUIDELINES OF APPENDIX A TO 28CFR360F'ADA'. SEE SITEWORK SPECIFICATION SECTION 02753 FOR FURTHER DETAIL DET WIDE 1.5X MAX DETECTABLE WARNING A STRIP. 6- REVEAL. CURB NOTE: 1. SEE CURB DETAIL FOR MATERIAL AND �T SETDNG REQUIREMENTS PLAN - 2. PROVIDE TRUNCATED DOMES ADA SCTN 4.7 AND U ILIZING LATEETACHABLE WARNINGSWITHIN TP PER DESIGN RECOMMENDATIONS AS ENCOURAGED BY US DOT MWA X HANDICAP RAMP DATED MAY 6, 2002EMORANDUM HIPA-20 X" ' SCALE: N.T.S. SIDEWALK -001 4-4-06 6" TYPE VB GRANITE CURBING BITUMINOUS PAVING COURSES) VARIES , N.T.S. - CURB -001 10-16-95 ASPHALTIC CONCRETE BINDER COURSE SAND -GRAVEL FILL BASE COURSE GRANULAR FILL SUB -BASE COURSE COMPACTED SUBGRADE TYPICAL PAVEMENT SECTION DEPTH STANDARD DUTY HEAVY DUTY (MATCH EXIST. PVMT. PAVEMENT SECTION PAVEMENT SECTION ASPHALTIC •N MATERIAL VARIES*** CONCRETE 1.5 INCHES 1.5 INCHES TOP COURSE 9" MIN. TO BE REMOVED M3.11.03 TABLE A 2'-O"(MAX.) ASPHALTIC w a � CONCRETE 2.0 INCHES 2.5 INCHES BINDER COURSE N [N M3.11.03 TABLE A 1 N r w 0 CC CURB FLUSH CURB ISLOPED CURB VARIES 4'-0"" MIN. -0"" MIN. I VARIES _ I COLORED CONCRETE RAMPS, CAST -IN-PLACE DETECTABLE WARNINGS IN ACCORDANCE WITH PARAGRAPHS 4.5 AND 4.29 OF THE GUIDELINES OF APPENDIX A TO 28CFR360F'ADA'. SEE SITEWORK SPECIFICATION SECTION 02753 FOR FURTHER DETAIL DET WIDE 1.5X MAX DETECTABLE WARNING A STRIP. 6- REVEAL. CURB NOTE: 1. SEE CURB DETAIL FOR MATERIAL AND �T SETDNG REQUIREMENTS PLAN - 2. PROVIDE TRUNCATED DOMES ADA SCTN 4.7 AND U ILIZING LATEETACHABLE WARNINGSWITHIN TP PER DESIGN RECOMMENDATIONS AS ENCOURAGED BY US DOT MWA X HANDICAP RAMP DATED MAY 6, 2002EMORANDUM HIPA-20 X" ' SCALE: N.T.S. SIDEWALK -001 4-4-06 6" TYPE VB GRANITE CURBING BITUMINOUS PAVING COURSES) VARIES , N.T.S. - CURB -001 10-16-95 ASPHALTIC CONCRETE BINDER COURSE SAND -GRAVEL FILL BASE COURSE GRANULAR FILL SUB -BASE COURSE COMPACTED SUBGRADE TYPICAL PAVEMENT SECTION DEPTH STANDARD DUTY HEAVY DUTY (MATCH EXIST. PVMT. PAVEMENT SECTION PAVEMENT SECTION ASPHALTIC •N MATERIAL VARIES*** CONCRETE 1.5 INCHES 1.5 INCHES TOP COURSE 9" MIN. TO BE REMOVED M3.11.03 TABLE A 2'-O"(MAX.) ASPHALTIC w a � CONCRETE 2.0 INCHES 2.5 INCHES BINDER COURSE N [N M3.11.03 TABLE A 1 N r w 0 CC SAND -GRAVEL FILL BASE 4 INCHES 4 INCHES COURSE I... M Q O w U3 GRANULAR FILL 6 INCHES 8 INCHES SUB -BASE � COURSE TOTAL 13.5 INCHES 16 INCHES PAVEMENT SECTION TABLE NOTES: 1. SEE DWG. C-4 FOR LOCATIONS OF STANDARD HEAVY DUTY PAVEMENT 2. SEE REFERENCED SECTIONS FROM COMMONWEALTH OF MASSACHUSETTS HIGHWAY DEPARTMENT STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES (eg M1.03.1). 3. PAVEMENT SECTION REFLECTS MINIMUM REQUIREMENTS; FINAL SECTIONS TO BE PER GEOTECHNICAL ENGINEERS RECOMMENDATIONS. XX TYPICAL BITUMINOUS PAVEMENT DETAIL SCALE: N.T.S. (CSI No. 02511) 2-2-06 1" TOP COURSE 1&1/2"-2" BINDER COURSE AS REO'D. 0 0 PROPOSED CURBING" (MATCH EXIST. PVMT. DRAWN BY: 0 DEPTH TO 4' MAX.) •N MATERIAL VARIES*** CLEAN JOINT* TMD EXISTING PAVEMENT �!/ N 9" MIN. TO BE REMOVED EXISTING 2'-O"(MAX.) PAVEMENT 6" REVEAL 6 GRASS 18" PLANTER SAW CUT l,: EXIST. GRAVEL BASE !+, APP OX. EXCAVATION LIMITS 2000 PSI CONC. FILL COMPACTED RAVEL BACKFILL SUBGRADE 6" CRUSHED GRAVEL OR STONE FOUNDATION * JOINT TO BE COATED WITH EMULSIFIED ASPHALT TACK COAT PRIOR TO PATCHING ** SEE PLAN FOR EXACT CURB TYPE *** USE TYPICAL SIDEWALK SECTION WHEN APPLICABLE XX TYPICAL CURB INSTALLATION IN EXISTING PAVED AREAS DETAIL SCALE: N.T.S. SEE PLAN FOR MATERIALS 3/4' RADIUS d ASPHALTIC 7 PAVING I GRAVEL BORROW 18" HIGH PRECAST PAVEMENT BASE a ( CONC. CURB \ V L \ 2-#4 BARS CONTINUOUS C> v I I I SUBGRADE XX TYPICAL TYPE ® CURB (PRE -CAST CONCRETE) DETAIL SCALE: N.T.S. SEAL ® NOT FOR CONSTRUCTION ❑ISSUED FOR REVIEW ® ISSUED FOR PERMIT ❑ ISSUED FOR BID/PRICING ❑ ISSUED FOR CONSTRUCTION 11/19/02 M DAM DA. FLANAGAN CIVIL No.39110 .Copyright ©2000 by Carter & Burgess, Inc. PREPARED FOR: PREPARED 0 0 DRAWN BY: 0 •N CHECKED BY: /1\ TMD o �!/ N Z C W U PREPARED FOR: PREPARED BY: DRAWN BY: RGP CHECKED BY: /1\ TMD o �!/ N C W U wInN C w a � N j U) m N O) E N [N w 1 N r w 0 CC m '> G C w w O:¢X z 3 rn w I... M Q O w U3 w N C:E 0 0 CD � � z � a j C N E 0 N O N b Ua vUIDlo Co J W Q Q N N 0 � � N LU F - Q 0 PREPARED FOR: PREPARED BY: DRAWN BY: RGP CHECKED BY: /1\ TMD o �!/ N M - U wInN C I -a0 {i U) N N j U) m N O) E N [N N O 1 N r w 0 CC m '> G C w w O:¢X D a rn w I... M Q O w U3 w N C:E Z O?:: W Q I- N .. w w N j C N E J O N b Ua vUIDlo DESIGNED BY: SXS DRAWN BY: RGP CHECKED BY: DAF TMD SCALE: N.T.S. DATE: 2/3/2006 N Co W w U3 i � U J Co J W Q Q CC 0 3f LU LU F - Q Co 00 W 0 er Co CL DRAWING NO. C=6 PROJECT NO. 305517