Loading...
HomeMy WebLinkAbout16_C400B_CIVIL DETAILS SITE PLAN PACKAGE B_03.10.20213" MINUS GRAVEL BASE R.O.W.PRIVATE1.0'2.0%6.5' BOULEVARD2.0%5.0' SIDEWALK 1 2 " 1 8 " 6 0 " M I N R E D L E T T E R S A N D B O R D E R O N W H I T E B A C K G R O U N D N O P A R K I N G F I R E L A N E F O U N D A T I O N S E E D E T A I L 1 2 / C 4 0 0 B 1 3 C 4 0 0 B N O P A R K I N G F I R E L A N E S I G N A G E 12C400 B S I G N F O U N D A T I O N 1 2 " G R A N U L A R F I L L 24" 21" F I N I S H G R A D E 1 " X 1 " C H A M F E R 1 8 " D I A . X 2 4 " D E E P 3 0 0 0 P S I C O N C R E T E B A S E . 2 " G A L V A N I Z E D C O U P L I N G F L U S H W I T H T O P O F C O N C R E T E B A S E . 1 2 " NOTE:1.ALL S I G N B L A N K S S H A L L B E 0 . 0 8 0 G A U G E F L A T M I N I M U M S T O C K . 2.STRE E T N A M E H E I G H T S S H A L L B E 9 " H E I G H T . L E N G T H S H A L L B E D E T E R M I N E D B Y S T R E E T N A M E . 3.STOP S I G N F A C E S S H A L L B E 3 M H I G H I N T E N S I T Y G R A D E R E F L E C T I V E S H E E T I N G O R A P P R O V E D EQUA L . 4.STRE E T S I G N S H A L L B E W H I T E O N G R E E N P R I S M A T I C S H E E T I N G . M I N I M U M L E V E L I V , A C C O R D I N G T O MUT C D . 5.LETT E R I N G S H A L L B E 6 " H I G H I N C A P I T A L L E T T E R S , 4 . 5 " L O W E R C A S E L E T T E R S F O R > 4 0 M P H . 6.STOP S I G N S S H A L L B E A T T A C H E D T O T H E S I G N P O S T W I T H A U - B O L T S T Y L E S I G N M O U N T I N G C L A M P . 7.STRE E T N A M E S I G N S S H A L L B E A T T A C H E D T O T H E T O P O F T H E S I G N P O S T W I T H A R O U N D C A P S I G H HOLD E R W I T H A 1 2 " L O N G M O U N T I N G B R A C K E T . A 1 2 " L O N G 9 0 ° C R O S S P I E C E S H A L L B E U S E D F O R DUAL S I G N A P P L I C A T I O N S . 0 . 5 " X 4 " H E X B O L T A N C H O R . 6 0 " M I N E X A M P L E 2 ' F R O M B A C K O F C U R B 2 " R I G I D G A L V A N I Z E D P I P E 1 0 ' L O N G , 2 " I D , 2 3 8 " O D . 1 2 " 18"60" MIN G R E E N L E T T E R S A N D B O R D E R O N W H I T E B A C K G R O U N D S I G N F O U N D A T I O N S E E D E T A I L F I N I S H G R A D E N O T E : 1 . ' C O M P A C T C A R P A R K I N G O N L Y ' S I G N T O B E # P K E - 2 1 4 6 5 A S M A N U F A C T U R E D B Y C O M P L I A N C E S I G N S , A S N O T E D , O R A P P R O V E D E Q U A L , 8 Q T Y . 2 . A R R O W S I G N T O B E # P K E - 2 2 0 0 0 A S M A N U F A C T U R E D B Y C O M P L I A N C E S I G N S , A S N O T E D , O R A P P R O V E D E Q U A L , 8 Q T Y . 3 . A T T A C H S I G N S T O F R O N T A N D B A C K O F P O S T A S S H O W N O N C 1 0 1 , C 1 0 3 & C 1 0 4 . C O M P A C T P A R K I N G C A R O N L Y C O M P A C T P A R K I N G C A R O N L Y G R E E N A R R O W A N D B O R D E R O N W H I T E B A C K G R O U N D F O U N D A T I O N S E E D E T A I L 1 2 / C 4 0 0 B 6 0 ° 2.0' 9 . 0 ' 20.0' 8 . 0 ' U N I V E R S A L A C C E S S I B I L I T Y S Y M B O L . P A I N T C O L O R B L U E S I G N . S E E P L A N F O R A C T U A L L O C A T I O N . S E E 9 / C 4 0 0 B . 4 " S O L I D B L U E , N O N - S L I P , S T R I P E S I N A D A U N - / L O A D I N G A R E A S . P A I N T S H A L L M E E T M U T C D S P E C I F I C A T I O N S . 1 0 C 4 0 0 B A D A P A R K I N G S T R I P I N G 1 4 C 4 0 0 B C O M P A C T P A R K I N G S I G N A G E A B C D A B C D 12 3 4 5 12 3 4 5 C O P Y R I G H T G G L O . A L L R I G H T S R E S E R V E D . O R I G I N A L S H E E T S I Z E I S 2 4 " x 3 6 " S H E E T N O . S H E E T T I T L E G G L O P R O J E C T M A N A G E R : G G L O P R I N C I P A L I N C H A R G E : P R O J E C T N O . : O W N E R A P P R O V A L : M A R K D A T E D E S C R I P T I O N R E V I S I O N S P R O J E C T : O W N E R : P R O J E C T A D D R E S S : 1 3 0 1 F i r s t A v e n u e , S u i t e 3 0 1 S e a t t l e , W A 9 8 1 0 1 h t t p : / / w w w . g g l o . c o m C O N N I E S T . G E O R G E T O M S H E L D O N C O T T O N W O O D S U B D I V I S I O N 5 5 0 0 S C O T T O N W O O D R D B O Z E M A N , M T 5 9 7 1 8 T H E C O T T O N W O O D P R O J E C T T H E C O T T O N W O O D P R O J E C T , L L C 3 1 1 2 L O S F E L I Z B O U L E V A R D L O S A N G E L E S , C A L I F O R N I A 9 0 0 3 9 M A R K D A T E D E S C R I P T I O N 2 0 1 9 1 1 1 . 0 1 ® A 1 1 . 0 4 . 2 0 2 0 F O R M A L S I T E P L A N S U B M I T T A L 1 2 . 2 3 . 2 0 2 0 F O R M A L S I T E P L A N R E S U B M I T T A L B 1 2 . 2 3 . 2 0 2 0 F O R M A L S I T E P L A N R E S U B M I T T A L 1 0 1 . 0 8 . 2 0 2 1 C D P R O G R E S S S E T C T H I S I S A N I N - D E S I G N P R O G R E S S S E T F O R C O O R D I N A T I O N O F D E S I G N I N T E N T . I T D O E S N O T R E P R E S E N T F I N A L D O C U M E N T S O R E X T E N T O F C O N S T R U C T I O N R E Q U I R E M E N T S 0 2 . 0 3 . 2 0 2 1 A D D E N D U M # 1 D 0 2 . 0 3 . 2 0 2 1 A D D E N D U M # 1 2 0 3 . 1 0 . 2 0 2 1 F O R M A L S P S U B M I T T A L # 3 E 0 3 . 1 0 . 2 0 2 1 F O R M A L S P S U B M I T T A L # 3 3 C 4 0 0 B C I V I L D E T A I L S S I T E P L A N P A C K A G E ' B ' 1C400BASPHALT PAVEMENT ASPHALT PERGEOTECHNICALRECOMMENDATIONSPREP SUBGRADE PERGEOTECHNICALRECOMMENDATIONS.6"3"BASE COURSE PERGEOTECHNICALRECOMMENDATIONSMIRAFI 600X OR EQUAL.SUBBASE COURSE PERGEOTECHNICALRECOMMENDATIONS12" R E S E R V E D P A R K I N G V A N A C C E S S I B L E W I T H O U T P E R M I T $ 1 0 0 F I N E 'R7-8''R7-8b' O N V A N A C C E S S I B L E S P A C E O N L Y G R E E N B O R D E R G R E E N L E T T E R S B L U E W / W H I T E H A N D I C A P S Y M B O L P E R A N S I 4 . 2 8 W H I T E B A C K G R O U N D G R E E N A R R O W G R E E N L E T T E R S W H I T E B A C K G R O U N D B L U E B A C K G R O U N D W H I T E L E T T E R S 1 2 " 18"6"6"60" MIN F I N I S H E D G R A D E W E L D T O S L E E V E NOTES:1.PRIOR TO PLACING GRAVEL, THE SUBGRADE SHOULD BE STRPPED 0F ALLORGANIC TOPSOIL, RE-COMPACTED AND PROOF-ROLLED USING A HEAVY PIECEOF CONSTRUCTION EQUIPMENT SUCH AS A LOADED DUMP TRUCK TO DETERMINEITS STABILITY. IF ANY SOFT SPOTS ARE OBSERVED, REFER TO THE GEOTECNICALREPORT FOR FURTHER REQUIREMENTS.2.LIFTS OF GRAVEL ARE TO BE COMPACTED IN LAYERS NO GREATER THAN 12"THICK*.3.FILL TO BE WITHIN 2% OF OPTIMUM MOISTURE*REFER TO GEOTECHNICAL REPORT FOR ALL MATERIAL THICKNESSES UNLESSDIRECTED OTHERWISE BY OWNER.2C400BLIGHT DUTY CONCRETE 4,000 PSI CONCRETE PERGEOTECHNICALRECOMMENDATIONSPREP SUBGRADE PERGEOTECHNICALRECOMMENDATIONS.4"4"CLEAN CRUSHED BASECOURSE PER GEOTECHNIC A L RECOMMENDATIONSGRANULAR STRUCTURALFILL PER GEOTECHNICALRECOMMENDATIONS12"NOTES:1.PRIOR TO PLACING GRAVEL, THE SUBGRADE SHOULD BE STRPPED 0F ALL ORGANICTOPSOIL, RE-COMPACTED AND PROOF-ROLLED USING A HEAVY PIECE OF CONSTRUC T I O N EQUIPMENT SUCH AS A LOADED DUMP TRUCK TO DETERMINE ITS STABILITY. IF ANY S O F T SPOTS ARE OBSERVED, REFER TO THE GEOTECNICAL REPORT FOR FURTHERREQUIREMENTS.2.LIFTS OF GRAVEL ARE TO BE COMPACTED IN LAYERS NO GREATER THAN 12" THICK*.3.FILL TO BE WITHIN 2% OF OPTIMUM MOISTURE4.CONTRACTION JOINTS SHOULD BE SPACED A MAXIMUM OF 8 FEET, HAVE A MAXIMUMWIDTH OF ¼ INCH, AND BE CUT AT LEAST ONE-QUARTER OF THE THICKNESS OF THECONCRETE.5.INSTALL EXPANSION JOINTS BETWEEN SLABS NO MORE THAN 40 FEET APART AND AT T H E SIDEWALK/DRIVEWAY AND SIDEWALK/DOORWAY ENTRY INTERFACES. AT EACH OF TH E S E LOCATIONS, EXPANSION JOINTS SHOULD HAVE A MINIMUM ¾-INCH WIDTH. FILL ALLEXPANSION JOINTS WITH A FIELD-MOLDED SEALANT TO PREVENT INFILTRATION OFWATER INTO THE UNDERLYING SOILS.6.REFER TO GEOTECHNICAL REPORT FOR ALL MATERIAL THICKNESSES UNLESS DIREC T E D OTHERWISE BY OWNER. 3 C 4 0 0 B H E A V Y D U T Y C O N C R E T E 4 , 0 0 0 P S I C O N C R E T E P E R G E O T E C H N I C A L R E C O M M E N D A T I O N S P R E P S U B G R A D E P E R G E O T E C H N I C A L R E C O M M E N D A T I O N S . 6"6" G R A N U L A R S T R U C T U R A L F I L L P E R G E O T E C H N I C A L R E C O M M E N D A T I O N S 6"N O T E S : 1 . P R I O R T O P L A C I N G G R A V E L , T H E S U B G R A D E S H O U L D B E S T R P P E D 0 F A L L O R G A N I C T O P S O I L , R E - C O M P A C T E D A N D P R O O F - R O L L E D U S I N G A H E A V Y P I E C E O F C O N S T R U C T I O N E Q U I P M E N T S U C H A S A L O A D E D D U M P T R U C K T O D E T E R M I N E I T S S T A B I L I T Y . I F A N Y S O F T S P O T S A R E O B S E R V E D , R E F E R T O T H E G E O T E C N I C A L R E P O R T F O R F U R T H E R R E Q U I R E M E N T S . 2 . L I F T S O F G R A V E L A R E T O B E C O M P A C T E D I N L A Y E R S N O G R E A T E R T H A N 1 2 " T H I C K * . 3 . F I L L T O B E W I T H I N 2 % O F O P T I M U M M O I S T U R E 4 . C O N T R A C T I O N J O I N T S S H O U L D B E S P A C E D A M A X I M U M O F 8 F E E T , H A V E A M A X I M U M W I D T H O F ¼ I N C H , A N D B E C U T A T L E A S T O N E - Q U A R T E R O F T H E T H I C K N E S S O F T H E C O N C R E T E . 5 . I N S T A L L E X P A N S I O N J O I N T S B E T W E E N S L A B S N O M O R E T H A N 4 0 F E E T A P A R T A N D A T T H E S I D E W A L K / D R I V E W A Y A N D S I D E W A L K / D O O R W A Y E N T R Y I N T E R F A C E S . A T E A C H O F T H E S E L O C A T I O N S , E X P A N S I O N J O I N T S S H O U L D H A V E A M I N I M U M ¾ - I N C H W I D T H . F I L L A L L E X P A N S I O N J O I N T S W I T H A F I E L D - M O L D E D S E A L A N T T O P R E V E N T I N F I L T R A T I O N O F W A T E R I N T O T H E U N D E R L Y I N G S O I L S . 6 . R E F E R T O G E O T E C H N I C A L R E P O R T F O R A L L M A T E R I A L T H I C K N E S S E S U N L E S S D I R E C T E D O T H E R W I S E B Y O W N E R . B A S E C O U R S E P E R G E O T E C H N I C A L R E C O M M E N D A T I O N S M I R A F I 6 0 0 X O R E Q U A L . T R U N C A T E D D O M E S C A S T I N P L A C E P A N E L F U L L H E I G H T C U R B B E Y O N D 4 " C O N C R E T E S I D E W A L K , S E E D E T A I L 2 / C 4 0 0 B . V A R I E S , S E E P L A N 6 ' 0 " C U R B & G U T T E R S E E D E T A I L 6 / C 4 0 0 B . D R O P C U R B F O R P E D E S T R I A N R A M P , S E E D E T A I L 6 / C 4 0 0 B . 8 % M A X S L O P E N O T E : L A N D I N G A R E A S H A L L H A V E N O S L O P E S G R E A T E R T H A N 1 / 4 8 ( A P P R O X . 2 % ) L A N D I N G A R E A 1.50'1.50' 3 . 0 ' M I N 4 C 4 0 0 B S I D E W A L K R A M P 6C400BCURB & GUTTER DETAILS 5 C 4 0 0 B S N O W C U R B & G U T T E R 7C400BDRIVEWAY APPROA C H # 4 @ 1 6 " O . C . E A C H W A Y - O R - W W F 4 X 4 W 4 . 0 / W 4 . 0 3" 9 C 4 0 0 B A D A S I G N A G E 1 " F I N I S H E D S T R E E T S U R F A C E T O B E 1 / 8 " T O 1 / 4 " A B O V E G U T T E R L I P C O N T R A C T O R W I L L B A C K F I L L W I T H D I R T C R U S H E D B A S E - 6 " M I N . 2 4 " 6 " M I N . R8" R 1 2 " 1 1 " 4 " 6 " M I N . 1 " 1 0 " 8 . 3 % 8 . 3 % 2% MAX. F R O N T V I E W L A N D I N G L A N D I N G T R U N C A T E D D O M E N O T E S : 1 . A . D . A . R A M P S P E R M P W S S . T R U N C A T E D D O M E S W A R N I N G P A N E L S S H A L L B E C A S T - I N - T A C T , E Z S E T " E L I T E P A N E L " O R A P P R O V E D E Q U A L . 2 . S T R I P E , S Y M B O L , A N D S I G N H A N D I C A P S P A C E S P E R A . D . A . C O D E S . 3 . L A N D I N G A R E A S H A L L H A V E N O S L O P E S G R E A T E R T H A N 1 / 4 8 ( A P P R O X . 2 % ) . 4 . U S E R E T A I N I N G C U R B W H E R E S I D E O F R A M P I S A D J A C E N T T O G R A S S O R N O N - P E D E S T R I A N S U R F A C E . M A X M A X R E T A I N I N G C U R B 5 . 0 0 6 . 0 0 6 . 0 0 8 C 4 0 0 B P A R A L L E L P E D E S T R I A N R A M P 11C400BCITY SIDEWALK & BOULEVARD DETAIL NOTES:1.PRIOR TO PLACING GRAVEL, THE SUBGRADE SHOULD BE STRPPED 0F ALL ORGANIC TOPSOIL, RE-COMPACTED AND PROOF-ROLLED USINGA HEAVY PIECE OF CONSTRUCTION EQUIPMENT SUCH AS A LOADED DUMP TRUCK TO DETERMINE ITS STABILITY. IF ANY SOFT SPOTS AREOBSERVED, REFER TO THE GEOTECNICAL REPORT FOR FURTHER REQUIREMENTS.2.LIFTS OF GRAVEL ARE TO BE COMPACTED IN LAYERS NO GREATER THAN 12" THICK*.3.FILL TO BE WITHIN 2% OF OPTIMUM MOISTURE4.CONTRACTION JOINTS SHOULD BE SPACED A MAXIMUM OF 8 FEET, HAVE A MAXIMUM WIDTH OF ¼ INCH, AND BE CUT AT LEASTONE-QUARTER OF THE THICKNESS OF THE CONCRETE.5.INSTALL EXPANSION JOINTS BETWEEN SLABS NO MORE THAN 40 FEET APART AND AT THE SIDEWALK/DRIVEWAY ANDSIDEWALK/DOORWAY ENTRY INTERFACES. AT EACH OF THESE LOCATIONS, EXPANSION JOINTS SHOULD HAVE A MINIMUM ¾-INCH WIDTH.FILL ALL EXPANSION JOINTS WITH A FIELD-MOLDED SEALANT TO PREVENT INFILTRATION OF WATER INTO THE UNDERLYING SOILS.4" THICK STANDARD.6" THICK AT DRIVEWAYCROSSINGS.M-4,000 CONCRETEPREP SUBGRADE PERGEOTECHNICALRECOMMENDATIONS.EXISTING CURB &GUTTER6" DEPTH TOPSOIL N O T E S : 1 . C O N T R A C T O R T O R E F E R S I T E P L A N F O R C L U S T E R B O X L O C A T I O N S . # O F C L U S T E R B O X E S W I L L V A R Y D E P E N D I N G O N L O C A T I O N . M A X I M U M P A D L E N G T H I S 1 9 2 " . 2 . C O N C R E T E S H A L L H A V E A C O M P R E S S I V E S T R E N G T H O F 3 0 0 0 P S I @ 2 8 D A Y S . C O N T A I N 4 % M I N - 6 % M A X A I R E N T R A I N M E N T A N D B E P L A C E D W I T H A 3 . 5 0 - 4 . 5 0 S L U M P I N A C C O R D A N C E W I T H A C I 3 0 1 . 3 . R E I N F O R C I N G S T E E L R O D S S H A L L C O N F O R M T O A S T M A 6 1 5 , G R A D E 6 0 . 4 . A N C H O R B O L T S S H A L L C O N F O R M T O A S T M A 1 9 3 , G R A D E B 8 M , T Y P E 3 1 6 S T A I N L E S S S T E E L . 5 . A 3 C B U C O N F I G U R A T I O N I S D E P I C T E D . A 2 O R 4 C B U C O N F I G U R A T I O N M A Y B E U S E D A S L O N G A S T H E Y A R E A R R A N G E D I N G R O U P S S U C H T H A T T H E O V E R A L L D I M E N S I O N O F T H E C O N C R E T E B A S E D O E S N O T E X C E E D 1 9 2 I N C H E S . 4 x 4 . 5 " M I N 8 " M I N 4 x 4 " 8 " M I N 4 8 " 3 " B U T Y L R U B B E R P A D ( W I T H M E T A L P E D E S T A L O N L Y ) S E E G R A D I N G P L A N F O R G R A D E S S L O P E S U R F A C E . 2 5 I N C H P E R F O O T O N A L L S I D E S F O R D R A I N A G E C H A M F E R E D G E S I N L A N D S C A P E A R E A T O O L E D G E S F L U S H W I T H A D J O I N I N G S U R F A C E I N P A V E D A R E A S 4 R O D S O N 1 4 . 0 0 C E N T E R S M A X I M U M E A C H W A Y B A S E C O U R S E P E R G E O T E C H N I C A L R E C O M M E N D A T I O N M A X I M U M F R O S T D E P T H F I R M U N D I S T U R B E D S O I L O R W E L L - C O M P A C T E D F I L L C B U P E D E S T A L P E R M F R A N C H O R B O L T S P E R C B U P E D E S T A L M F R 1 5 C 4 0 0 B C B U C O N C R E T E P A D TAPER TO ASPHALT LEVEL E L E V A T I O N P L A N F U L L H E I G H T C U R B C U R B T R A N S I T I O N F L O W L I N E F U L L H E I G H T C U R B C U R B T R A N S I T I O N 1 . 5 ' 2 . 0 ' 1 6 C 4 0 0 B C U R B T R A N S I T I O N / T A P E R 2 3