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HomeMy WebLinkAbout05020008.10FIN. PVMT. ELEV. 12" TOP OF SUBGRADE FOR 6" 1 -4" ALUMINUM —TACK COAT ' 1" SURFACE COURSE #116 -- PVMT. OR CURB AGGREGATE � METAL (SIGN) 2" BINDER COURSE #9 MIN. OF 6" TOP SOIL TO � o CChh 4 X 8 CONCRETE PAVERS 2" STONE BASE #53 GREATER ENSURE GRASS GROWTH �GV �- TAPE GREEN - ILLUMINATING 3/4" BITUM. SETTING BED THAN 5' FILTER FABRIC (TYPAR 4.0 (LETTERS) TYP. _ OZ /SY OR AN APPROVED 4" CONCRETE BASE WITH 6X6 10/10 W.W.F. 4° STONE BASE #2 _ _ _ _ Pedcor Design Group =1 = _ _ Xff-ii - EQUAL, LAP 6" &STAPLE f— BLUE - ILLUMINATING SAND SWEPT JOINTS _ _ _ -1I 1 =11 I I I- 111 -1I I ii ii ii ii �i i i I I 1 =1 �' DEPTH OF BEDDING =1 I 1 =1 1 =1 I =1 11= TAPE (SYMBOL BLOCK) 4" STONE BASE ( #53) = 111 =1I 1 =111 =1 I 1 =1I = _ =l lam_ Architecture /Project Managment: III -I i 1=1 11- 11 =1 11 =1 I I -I 0 -1 11 -' - COMPACTED & WELL -I �; -� MATER. BELOW PIPE _ oo " -1 =1 I 1 =� 1 = - III cn z = III - III -III �o d = III= III - WHITE - ILLUMINATING I DRAINED SUBSOIL ill -II .; '.,� ''1•:2`' ' III= D d (MIN) w -III -III -I o III -11 4' DIA. CORRUGATED 335 Ridgepoint Drive - III =III Q - PERFORATED PLASTIC PIPE TAPE (BACKGROUND) Carmel, Indiana 46032 EDGE OF PVMT, �I I I1 I 27" &SMALLER 3 =1 I1 =1 + II I-1 I CURB, GUTTER =1�1 =1 .' , ,' .• •'' :;:'. "'11j1- 30 TO 60 4 rn _ - _ =III =1 GREEN - ILLUMINATING LIGHT DUTY ASPHALT 01 II -III 66" &LARGER 6 � Q - - 8" COURSE AGGREGATE TAPE (BORDER) TYP. 13 1/4" 317.705.7979 317 05.7980 (phone) OR SIMILAR -1I I -I I( 11 =1 I I - 1 =1 - NTS STRUCTURE _ = III- 3/8" DIA. BOLT HOLES "TYP" C700 ©Copyright 2004 111111. ':.1' REGULAR BACKFILL I I -III III - III -I I1 =11 =111 � � WELL COMPACTED SUBSOIL o r �� •��'� =1 I II„I I I- III -1(h� ,III„ I I II II GREEN - ILLUMINATING 12 /'�- TAPE (LETTERS) TYP. _ _ "B" BORROW OR EQUIV. BUILDING FACE 1/6 Bc _ _ 11 11 GRANULAR MATER'L. Ya� `° GREEN - ILLUMINATING I I I (_) �= I 1 -1/2" PREFORMED EXP. _ COMPACTED TO 95% TAPE (BORDER) TYP. COMPACTED, WELL - DRAINED SUBGRADE JT. MATERIAL d II -III III- o " II -II STD. PROCTOR DENSITY PAVEMENT SUBDRAIN DETAIL 16 -- ALUMINUM SIGN 2 DIA. WEEP HOLES NO MORE THAN „ „ >, >, 117=11U 11�111 ,.III -III I�IIII��III;, 20 6 10 6 SLOPE RAMP Bc NTS C700 (USEPPVC SLEEVE)ELOW PAVERS PVMT. PER PLAN SEE PVMT. GREATER THAN 5' FROM EDGE OF PVMT. NEENAH R- 1772 -A WALL MOUNTED DECORATIVE CURB &GUTTER os —1 3% „ FINISH GRADE W/ TYPE B LID HANDICAP PARKING SIGN ,1-�- NOTE: 1. ALL INTITAL BACKFILL SHALL BE INSTALLED IN 6 C700 : + ' ; , ', , •, ;, '�- --�' LIFTS. PVMT. NTS C700 NTS 2. UNDER PVMT. AREAS, TRENCH TO BE BACKFILLED - j • ' -i , ',•' a z ' '; ' _ I I1 II I1 =1 I Civil Engineer: W/ "B" BORROW TO BOTTOM OF BASE, ALL OTHER - - - 111 =III I > - 1= " AREAS SHALL HAVE "B" BORROW BACKFILL TO 1' -0" - Z III- 'a •' • _ �• ,,., • • _ _ III- #4 REBAR C�? 12 O.C. 111 =III -I _ ' =111_11 ABOVE PIPE. ADJUSTMENT RING III -III -1111 a. ' : , =111= 111 =,, " 1=111 =III- ROLLED SIDE APPLIED ANTI SPALLING =111 _ #4 REBAR CONTIN. ECCENTRIC CONE III- I1 =1I I -'' - FACE W/ BROOM COMPOUND 111 =III ' ,' ,:' a'. II I= 111 =I 3. A MIN. 9" OF CLEARANCE SHALL BE PROVIDED ON OR CONCCENTRIC _11 -j I =111 =' FINISH FACE OF CURB DIMENSION NEENAH R- 4990CX W/ EACH SIDE OF THE INSTALLED PIPE. CONE �I •- o " III =' N " 1 RADIUS ROUND EDGE - - 4 coNC. SLAB PER SITE LAYOUT PLAN 11111111111111111111111 I I II 11111111 1111 -III 111 11 1111 ,1 i "C" GRATE & "X" FRAME -11 =III =III= III = III = III -III- - COMPACTED SUBGRADE POLYPROPYLENE W/ 6x6 10/10 W.W.F. 6" 18" —I 1 =111 =1IE I1= 111 -1 1 �� -- 1/2" PREFORMED 1" R 02 RCP PIPE PLASTIC STEPS z o w z EXP. JOINT IL BEDDING & BACKFILL DETAIL 21 48 PRECAST _ DOCK TRENCH DRAIN DETAIL C700 CONC. MANHOLE 48„ f, N of _ Q w SEE DETAIL 15/C601 6' -0" NTS STORM PIPE ; + � ° > Ld SLOPE 1/4" NTS C700 MIN. OF 6" TOP SOIL TO 6'X 6'X 8" CONC. a + w co ° N -111 =1 PER FT. CAST STONE COPING 5 OR LESS ENSURE GRASS GROWTH FOOTING W 6X6 a , I I I ( _ N le 10 1 0 W.W.F. W ( =111 —) _ —'� 1/2" CONT. DRIP (TYPICAL) / „ / ,rt' Q ° �� ~ ~�`��-- r'-°�`-��'a' PVMT:' =111 =III --a FLEXIBLE CONTINUOUS # 4 REBAR 12 ',,i ; , I 1 =1 > i _ �— SHEET FLASHING Developer: - =1 O.C. BOTH WAYS, 5t ,:�; }" I -III- 1- 111 -i l II I I- III - III - III - III -11 ~ ~`1`-� Q 11 =III 2 R1' Q :.,j;: /i /� /� /� / / III =i DEPTH OF BEDDING = I! I-1I -111- III - III -i I- III -I i I _ S.S. PIN P E ` D C R 11= O R PRECAST - =i j i = _ = 1 =) (I- III =11= - -' = 1= MATER. BELOW PIPE Iii i I I „III �I I II i 1 =1 1 =1 I I -III- a o� a °, 1 =1 1 =1 1= 11 =1 11 =1 1 =1 1 1= I -1 1 =1 1 _ I 1 =1 1 =1 11 =1 I I-1 11 =1 11= I -I 11 =1 11 =1 I i -_ -I -� 1= III -1 11 =1 I_ =1 I B" CMU BOND BEAMY _ -r I_ITi- I- V�rr D d (MIN) MAX. D, 30 ' -I 11 =1, I -I 11 =1 11 =1 I I I � 5' -6" _III - III -I i I -I I II �- �• _ =III= > ' 11 27 &SMALLER 3 III „I! l l l l l l ll l l l ll„I I 11-i i ll l 1, l ll l i- -I , . J (0 NOTE: - ' - 2' V -3 7/8” W/ (2) #5 CONT. EDGE OF PVMT., E9 I I ��' `12' -I I 4' -0" 8" 1" / 6" CURB, GUTTER ��1111�I1 ,,,,. :, 1111- 30" 60 4 CURB PROFILE INDICATES DRAINAGE COMPACTED SUBSOIL /5 REBAR AT 8" oc. OR SIMILAR 3 "R GRADE " 1 GROUTED CORES FULL 66 & LARGER 6 !! !! 6 d) AWAY FROM CURB, SEE DASHED LINE DEVELOPMENT CO. - 111 -ill ' STORM MANHOLE TYPE A 17 STRUCTURE -) III�I ; FOR DRAINAGE TO CURB. C700 #4 REBAR @ 24" (MATCH VTO BRICK SCREEN WALL NTS `O c O.C. & 1' -0" LONG !! CORNER OF 3RD AVE &CENTER CITY DRIVE) I_ "B" BORROW OR EQUIV. ° a #4 REBAR COMT. C� 6 C H A I R B A C K CURB 07 Scope Drawings: II GRANULAR MATER L. NEENAH R -3405 3 C700 EVERY OTHER COURSE TOP & BOT. NTS These drawings Itf the general sc�e of the project in terms of architectural des�gn co eft the Dimensions of I ( FRAME &GRATE 0 R a the building, the major archi£echrralis and are type d II =III ': :.,,~ III =_ COMPACTED TO 95% APPROVED EQUAL 6' 9 GAU. HORIZ. REINF. of structural, mechanical, and electrical systems. 1 -I I STD. PROCTOR DENSITY 5-1/4" TOOLED JT. PVMT. I= 111 =111 ,,III -111 111 =111 , ROLLED — APPLIED ANTI — EVERY OTHER COURSE The drawinggss do not necessarily Indicate or describe all SPALLING COMPOUND work requo. for fullperformance and completion of ate FINISHED GRADE MAY VARIES ALONG 'WALL requirements OF M uoriva C gc ROLLED SIDE FACE DETAIL „ TOOLED EDGE 1 RADIUS TOOLED SEE GRADING PLAN. PROVIDE STEPPED BRICK On f , „ „ 4000 PSI 6„ ROUND EDGE LEDGE AS NECESSARY proper basis of the ge Pral scope inirated or described, WITHIN 5 0 F EDGE 0 F PVMT . s 24 6 CONCRETE me trade contractors shall famish all items required for the ro r execution and oom lefon of the work. HANDICAP RAMP TYPE 11 DETAIL 12 FIN. GRADE PVMT. _ = NOTE: 1. ALL INTITAL BACKFILL SHALL BE INSTALLED IN 6" > SQ. POSSIBLE 6" 4° ° ° OUTLET III— = THRU —WALL CONT. FLEXIBLE SHEET Project: INLET PIPE ° 6 0700 FLASHING, TUBE WEEPS WITH ROPE -_ -- ° ° ° ° PIPE NTS T AREAS TRENCH TO BE BACKFILLED - _ _ _ 4 I)I I ( WICK ROUT S ID MORTAR NET, Carmel City 2. UNDER PVMT. _ _ _ W "B" BORROW TO BOTTOM OF BASE, ALL OTHER POSSIBLE T- 6�> CONCRETE WALK 1111111111 � III I1 11II I co _ F;=4, AND GROUT SOLID BACKING — — — — — _ N _ 8° CUM (GROUT SOLID) Center AREAS SHALL HAVE B BORROW BACKFILL TO 1'-0" INLET PIPE I I OUTLET TEXTURE ON RAMP TO MEET - III - III - III -III ABOVE PIPE. - - -1 _I PIPE ANSI 4.7.7 =i _ _ _ 2t==t 11 =1 I I -I 11 =1 I I -I � I( =) I= _ 11_III_II1 =111 III= #4 HORIZ. Ill O.C. Parcel # If 3. A MIN. 9" OF CLEARANCE SHALL BE PROVIDED ON - - z -11I -I I1 =1 I I -I 4 III =I I I =- EACH SIDE OF THE INSTALLED PIPE. 11" 8�> PLAN -III- III -III i I— =III — I =I (3)5 HORIZ. CONT. #4 HORIZ. 0 V -0' O.C. . ,� � 3rd Avenue RCP PIPE ELEVATION o I- o_r I 111 III 1i BEDDING & BACKFILL DETAIL 22 SLOPE OWN w 'SLO DOWN =III 4 li 11- I =III WELL COMPACTED SUB GRADE Southwest c7oo STORM INLET TYPE 1 18 1 0 ^:..,..,�,' 1. ii =1 __ =_ -III; NTS NTS c7oo —111 I = Carmel Indiana =III -1 III �iIIII�I1i111111 MIN. OF 6" TOP SOIL II -III 'd PIPE CAP 5' OR LESS 5' -0" 4' -0" 5' -0" 1 =f I1= TO ENSURE GRASS 6" CONC. CURB i (�I -I 2 -4' Phase 3 nNISH GRADE GROWTH SEE DETAIL II. 11= ,,, _ _- SCREEN WALL DETAIL o- Building =1 I I PLAN VIEW =111 =111 =III I I I- 111 =111 -� •IIi -I III - III -111 �i �i ii �i �i I I 6" CONC. CURB HANDICAP RAMP s" NTS C700 _ _ =1 I1 =1 ,: =1' SEE DETAIL PVMT 1 =1 11 =1 I I- _ ... 1 =III -III III =1I1= ICDGE OF PVMT., - III =III _ - III -I I .: '.�Mliv,.''.: ;1;:a;�• • :.�' Ili= III -III -I 1= III =11 ;:URB, GUTTER » ' II- -111 -111 III -III= _ sc' "t ` j 2.. • - 6 !! STRAIGHT R A i G H T CURB 08 TOOLED CONTROL JTS. W.W.F. C SLAB W /6X6 10 10 � I � =111 • � ' I 1/8" WIDE, MIN. 1° W..F. W /BROOM FINISH. CONTROL III -III -I -III OR SIMILAR -III -I . • ^' III DEPTH JTS. ®10' -0" O.C. MAX. &EXP. _ _ ELEVATION VIEW c7ao JTS. ®40' -0" O.C. Max. Z I1 I IIII1 1 111111 111111 � 1I � I STRUCTURE � �IIII � 11 1 NTS APPLIED ANTI SPALLING SEE DETAIL 15/C601. �- III =III lI I =1I -1 _ COMPOUND a 1�; III —I — - PVC PIPE " = 111...:', 12" MIN. !II ICI =� j BORROW OR ,EQUIV. - HANDICAP RAMP TYPE I DETAIL 13 COMPACTED #53 STONE 'o - C`;ANULAR MATER L. -I I I- N III III =! COMPACTED TO 95% I1 =_ C700 , III= NTS NOTE: CONTROL JTS. & I =1 1 PVC BEND '���� +���� -.`'�� `� cf STD. PROCTOR DENSITY =III= -I = .. ! != 4" EXPANSION JTS. SPACING � MAY VARY. THE DIMENSIONS -I INVERT ELEV. #8 CRUSHED STONE OR -_ 1= 11- SEWER MAIN �_- APPROVED EQUIV. CLASS =i =1 i „III =I I II III =III= ABOVE ARE MAXIMUM. SEE 1 BEDDING MATERIAL -," 111- Bc -I SERVICE WYE WITH BELLS I1 =I I1 =1I =III= 111=111 = 111 =111 =111 =III= PLANS FOR ANY VARIATIONS - = - TOOLED CONTROL JTS. 6" CONC. SLAB W 1 LAYER OF 6x6 -10 10 SE ALL WYE INVERTS - III =1 - II1 =1I1 =111 -I -III= 111 =111 =1 EITHER INDICATED OR IMPLIED. - / / 1 =1 1 =1 1 =1 11 =1 11 =1 1 =1 1 =1 11 = -I I HAND TAMPED OR WALKED = Iii - III = III,,- III - 111 =1Ti -ITT= - SEWER MATERIAL &SLOPE AFTER W.W.F. W /BROOM FINISH. 1/8 BEND - BEND AS SHOWN ON PLAN & SCHEDULE INTO PLACE CONTROL JTS. @ 15' -0" O.C. MAX. & EXP. JTS. / NOTE: IF PROPER COMPACTION OF STORM WITHIN 5' OF EDGE OF PVMT. APPLIED ANTI SPALLING ® 40' -0" O.C. MAX., SEE DETAIL 15/C601. GRAN. BACKFILL CAN NOT BE SEWER CLEANOUT DETAIL 23 NOTE: 1. ALL INTITAL BACKFILL SHALL BE INSTALLED IN 6" COMPOUND �---1" C.I. LOCATOR ROD OR CONCRETE AROUND "1 /8 BEND. B 4!! CONCRETE SLAB DETAIL o4 ACHIEVED, PLACE NTS C700 TO 12 BALANCED LIFTS. MAGNETIC TAPE PER SEC. NTS C700 2. UNDER PVMT. AREAS, TRENCH TO BE BACKFILLED PLAN VIEW W "B" BORROW TO BOTTOM OF BASE, ALL OTHER AREAS SHALL HAVE "B" BORROW BACKFILL TO 1' -0" ��`- �`�`��`� 4 X 8 CONCRETE PA ABOVE PIPE. r 3/4 BITUM. SETTING BED 6" CONCRETE BASE WITH 6X6 10/10 W.W.F. MIN. OF 6" TOP SOIL 3. A MIN. 9" OF CLEARANCE SHALL BE PROVIDED ON AGGREGATE BASE COURSE #8 STONE GREATER TO ENSURE GRASS EACH SIDE OF THE INSTALLED PIPE. _ GROWTH - - - _ - - - - BELL HOLES SHALL BE SAND SWEPT JOINTS THAN 5 III =1 I -III IIi -I i I -I I 1 =1 COMPACTED SUBGRADE PROVIDED UNDER PIPE. PLASTIC PIPE (PVC & HDPE) I1�- I�I_l�l_ul_ ill ;III =1Ti- ELEVATION -''i =i -'I'= iii =ill '�'�'�'�'�" X11 =''' BEDDING &BACKFILL DETAIL 19 SANITARY _- -1�1 =111 c700 LATERAL CONNECTION 09 EDGE OF PVMT., III =11'IN '' 1:'a'.' III NTS CURB, GUTTER �III111 :,g� t;" ?.'�,''' I11j1 NEENAH R- 3246 -E Ei" CONCRETE SLAB DETAIL 14 c7oo OR SIMILAR =111 -I ^' IIi- OR APPROVED EQUAL _ NTS SITE STRUCTURE -III 1- PVMT. NTS C700 -III= FINISH GRADE "' "" " " """ "" DETAILS REGULAR BACKFILL !III 12" MIN. : .... .. ........ ... ,1.0.;�.. , ell 11= _ 4" STONE BASE ( #53) - - IIi- III -1 I 1 =1 z ,:,1::,': ADJUSTMENT RING - ' . ' ... 2" DIA. WEEP HOLES ® 15' APART (TYP) Drawing Title: #8 CRUSHED STONE OR I -1I :' ' III - 4" =1 1 =111 =111= g '_X.. AT LOW END OF SLAB BELOW PAVERS APPROVED EQUIV. CLASS = III - - -11= ECCENTRIC CONE = ill -II III -III- „ NOTE.• 'AL•'L'•' STRIPES TO USE PVC SLEEVE 1 BEDDING MATERIAL I I= „III III OR CONCCENTRIC -! -I I -) I1- : °D . , .. ( ) HAND TAMPED OR WALKED gc 111 CONE (1!11 1 � o, itI I SELF LEVELING BUILDING FACE OR ,$E.'. ,',.:,PAItJTED COMPACTED, WELL - DRAINED SUBGRADE INTO PLACE =1 I- r' 1' N N N SEALANT CONCRETE PVMT. POLYPROPYLENE w .•. CONCRETE PAVER SECTION 05 1/2” PREFORMED NTS C700 PLASTIC STEPS - z + z EXTEND JT. MATERIAL . . . . 2�'... . .. . GREATER THAN 5' FROM EDGE OF PVMT. 48" PRECAST �o _ w EXPANSION JT. CONC. MANHOLE 'f _: o n -a °' 4 TO BOTTOM OF PVMT. /� NOTE: 1. ALL INTITAL BACKFILL SHALL BE INSTALLED IN 6" N , I Q w CONC. PVMT. ' , TO 12" BALANCED LIFTS. STORM PIPE ; t �� ° > _ - _ _ >;.: 4" TYP. r Revisions: 6'X 6 X 8 CONC. - cn 1 =111= 111=111 =111 =III ».' .'.'.'.' 2. UNDER PVMT. AREAS, TRENCH TO BE BACKFILLED w + w = III = III = III = III -III- 18' "" " " " "' W "B" BORROW TO BOTTOM OF BASE, ALL OTHER FOOTING W/ 6X6 _ AREAS SHALL HAVE "B" BORROW BACKFILL TO 1' -0" 10/10 W.W.F. W/ Q Ilillll= III - III =III iilll= ,S:•:. 6' X 6' BOX W/ - III- III =111_1 '� 1 BACK GROUND ABOVE PIPE. #4 REBAR 12" ', ly _ > - ;' COLOR BLUE 3. A MIN. 9" OF CLEARANCE SHALL BE PROVIDED ON O.C. BOTH WAYS, ti,-•1; III- EACH SIDE OF THE INSTALLED PIPE. OR PRECAST TI .,- EXPANSION JOINT DETAIL 15 ' =1 11 =1 11 =1 11 =1 =1 I I MAX. D, 30 " =1 11-1 I { -I i F-1 I I- NTS C700 PLASTIC PIPE (PVC & HDPEi :III,;,ii1= 111 -1�1 HANDICAP PARKING SYMBOL 10 BEDDING & BACKFILL DETAIL 24 _CURB INLET TYPE 2 20 NTS c70o NTS C700 NTS C700 Issue Date Drawn By Checked By 01/31/2005 ICRS RRO Certified By: Project Number: 24380 Sheet Number: C700