Civil Sections & Details.C4.1 V-6" 2'-3" V-9"
s
KEYED NOTES N FACILITIES PLANNING, DESIGN & LENGINEERING
s KFYEQ "s Q 6"0 STANDARD STL. PIPE CONCRETE FILLED AT 3'-6" 200 WILMOT ROAD
O1 6"0 STANDARD STL. PIPE CONCRETE FILLED IN •tl® ALL LOCATIONS INCLUDING UTILITIES, TRASH DEERFIEL®, IL 60015-4616
I
RELIEVING LOCATIONS INCLUDING UTILITIES, 1 ENCLOSURE, AND SPRINKLER RISERS
1 TRASH ENCLOSURE, AND SPRINKLER RISERS (EXCEPTION: 4"0 STL. PIPE AT DRIVE-THRU & =I -
LANE WIDTH
KFYFD NOTES (EXCEPTION: 4"0 STL. PIPE AT DRIVE-THRU & FRONT WALK). PROVIDE 1/4" WELDED CLOSURE o ]ONN< A
FRONT WALK). PROVIDE 1/4" WELDED CLOSURE PLATE AT BOTTOM. PAINT PIPE YELLOW.
O1 REFLECTIVE STEEL PLATE AT BOTTOM. PAINT PIPES YELLOW. .I BOLLARDS ON WALK & DRIVE THRU TO RECEIVE I AVIOL A7ON D'i ON 20 THIS
TRAFFIC DIRECTIONAL I r?3 BOLLARDS ON WALK AND DRIVE-THRU TO M D y VIOLATION OE SECTION 7209
SIGN. a RELIEVE GRAY POLYETHYLENE COVER (FROM < g POLYETHYLENE COVER (FROM IDEAO SHIFT n 12" 12»
b� 7 313-842-7290). SEE DETAIL 2/C4.3 FOR S 2 qF THE NEW Y"QRK STATE EDUCATION
1 6 a
2 STOP SIGN SHALL BE b IDEAL SHIELD - 313-842-7290) SEE DETAIL I 2 ADDITIONAL FRONT WALK BOLLARD LA fJ
O MIN. 24" OCTAGON. 2 2/C4.3 FOR ADDITIONAL FRONT WALK BOLLARD " SPECIFICATIONS)
"' SPECIFICATIONS.
2 - a TOP OF PAVEMENT. DD o ---- ---- ---
\ 3 2" X 2 STEEL TUBE d,. 2 TOP OF PAVEMENT.
O EXTENDED INTO OR DESIGNED 13Y.
CONCRETE FILLED 4" 3 d O3 24" CONCRETE FOUNDATION. USE SONOTUBE tO o 1 a D
_ PIPE.
0 24" 0 CONCRETE FOUNDATION. USE SONOTUBE a d, FORM (PROVIDE 18" 0 CONCRETE FOUNDATION D D
° FORM (PROVIDE 18 0 CONCRETE FOUNDATION ° FOR 4" 0 STL. PIPE AND 12" 0 CONCRETE
3 z_ FOR 4 0 STL. PIPE AND 12" 0 CONCRETE i FOUNDATION FOR 2" 0 STL. PIPE) `�
O 12*0 FOUNDATION 4EFT. 'I FOUNDATION FOR 2" 0 STL PIPE) .I
= INDA BELOW FIN. 4 O 3/8" 0 WELDED HOOPS. 18" 0 TOP BOTTOM
4 MIN O4 3/8" 0 WELDED HOOPS. 18" 0 TOP BOTTOM __
a _ AND CENTER (PROVIDE 12" 0 WELDED HOOPS
7 GRADE. � d I AND CENTER (PROVIDE' 12" 0 WELDED HOOPS x1i -ti!
4 FOR 4" 0 STL PIPE AND 6" 0 WELDED HOOPS
5 5 FINISHED GRADE. - FOR 4" 0 STL PIPE AND 6" 0 WELDED HOOPS - FOR 2 0 STL PIPE.) t'l.Off�.: CLOUGH HARBOUR& ASSOCIATES LLP
FOR 2" 0 STL. PIPE.) d - 1, PAINT COLOR TO BE YELLOW" FOR ARROW AND LETTERS. "DRIVE-THRU" 441 South Salina St[e2t, SyTaCUS@, NY 13202-4712
OSTOP SIGNS AT CURB CL 5O5 SOLID UNDISTURBED SOIL. LETTERS TO BE ELONGATED HELEVETICA MEDIUM - 4" WIDE STROKES.
CUTS SHALL BE MOUNTED Qs SOLID UNDISTURBED SOIL. Main:(315)471-3920 • www.cloughharbour.com
AT 7'.
Qg PROVIDE PITCH, SMOOTH CONCRETE FINISH. FOR:
O PROVIDE PITCH, SMOOTH CONCRETE FINISH. 5 2. PAINT 2" BLACK OUTLINE AROUND ARROW AND LETTERS FOR ANY
I 7 PROVIDE PITCH, SMOOTH 07 CONCRETE SLAB. LOCATIONS OF CONCRETE IN PARKING LOTS. HDL PROPERTY GROUP, L L C
O CONCRETE FINISH. �CONCRETE SLAB
Oe 1/2" COMPRESSIBLE FILLER W/ REMOVABLE O CAP"FORM BACKER ROD PRESSIBLE AND SEALANT.REMOVABLE
-I CAP FOR BACKER ROD.
2A TYPICAL PIPE BOLLARD IN CONCRETE 3 PAVEMENT PAINTING I
2 TYPICAL PIPE BOLLARD IN PAVEMENT c4.1 No SCALE
NAL SIGN C4.1 No SCALE
�
1 TRAFFIC DIRECTIONAL ASIG C4.1 No SCALE
C4.1 NO SCALE �T
------REFER TO PHOTOMETRIC
PLAN FOR LIGHT POLE DETAIL
I
BASE PLATE, USE
MANUFACTURER'S POLE
TEMPLATE FOR ANCHOR
BOLT LOCATIONS 4 2
1 v 7° 5
NON-SHRINK GROUT
� 2% MAX SLOPE e
� 9 B I 3
(8) #5 BARS VERTICAL _ __
#3 TIES 12" O.C. 3 B - -
� a
z FOUL ¢� 5 - -
o L
_ a
4xbx3 t
3 4
ANCHOR BOLTS __
o :-- -- -
FINISH GRADE
CV " a. ° _ •- e . d s d ee a as ` I I I-I ,_-L. I I '� .>OO M 8 °a' ea d a _ e e d• - _ 4
.° J ad• • t I I ZO
24" DIA. • I I ..
CONCRCS
ETE INSTALL _ °• a
PIER FORM,
SONOTUBE FORM FROST f BELOW 1Q
o OR PRECAST MIN. 30")E I • I III-I I d KEYED NOTES
( - - -- - -
d ELECTRICAL - ~I I is III= - - -I- I-III III-I I -- -
ELECTRT - I - - _ - _III 111= I r =III Ot 4000 P.S.I. AIR- ENTRAINED O5 1/4' TOOLED JOINT, CONTROL Og FILL SOLID WITH CONCRETE TO -III I I-III-=III 3
CONCRETE. JOINTS SHALL BE AT MAXIMUM TOP OF FOOTING.
3" MIN. _ - - - 5'
-0' IN EVERY DIRECTION, SEEI-
O2 4" NYSDCT TYPE II SUBBASE PROJECT SPECIFICATIONS FOR OB TOP OF FOOTING.
COURSE (COMPACTED). ADDITIONAL SIDEWALK to SEE DETAIL 2A/4.1 FOR KEYED NOTES
KEYED NQM REQUIREMENTS.
O
2'-0"0 t SEVEN-BIKE TUBULAR STEEL O CONCRETE _.AID. O THROUGH POST.
ANCHOR ROD O PAVEMENT. g0 6" X 6' #10 W.W.F. SPEECIFICATIO SDITIONAL PECIFICATIONS.
OO CONCRETE 6a THICK. � O GEOTECHDNICAL REPCRT.cEE
O RACK (SEE SPECS) SE- �N
MQ1F� THICKENED S.AB 0 6" MIN COMPRES FILLER O 6" X 6" #10 W.W.F. O4 REM COMPRESSIBLE F'LLER WITH tt SEE SHEETS C2.2 AND C4.6 FOR c•yD O 4 BARS x 12" O.C. EACH WAY.
COVER ALL AROUND. (3/¢" M�� u-y). CUT REMOVABLE CAP FOR BACKER O7 LINE OF 4" 0 STL PIPE BOLLARD 8" CLEAN, GRADED #
1. DETAIL IS FOP, REFERENCE ONLY. ALL LIGHT FIXTURES AS ACTUAL ELEVATIONS. O2 COMPACTED NYSDO" �E
DETERMINED G'Y COOPER LIGHTING. BACK A",_ ='CMDE ROD AND SEALANT, TYPICAL AT SEE DETAIL 2A. 2 SUBBASE COURT- PROVIDE CONTRACT1C^, _LINTS AT 12'
O2 4" COMPACTED AGGREGA-E BASE. BACK ASEALAN :-3VI AT ALL ALL JOINTS WITH FILLER. (5 O.C. MAX., JOINT PAT�'JS SHALL BE
2. FOR ADDITIONAL LIGHTING INFORMATION REFER TO PHOTOMETRIC JOINTS ^ -- =1LLER. GENERALLY SQUARE.
PLAN, SHEET EO.1A. 7 CONCRETE 'DAD SECTION DETAIL
� BIKE RACK ISLAND s TYPICAL PERIMETER SIDEWALK
4 LIGHT POLE BASE DETAIL C41 No SCALE
C4.1 No SCALE
C4.1 N� scALE
C4.1 No SCALE
KDU
1
1 I / 4"x1" CEDAR OR PRESSURE 2" X 3" CEDAR BACKING RAIL OR 2'
2 2 3 O LINECURB (CURB GRADE BOARD TREATFACE OFE EN U TREATMENT.MBER. DOG EAR STYLE X 4" PRESSJRE TREATED BACKER.
6 77 SHOWN( ON ��) (3 PER SE:C'ON)
3 5 / 2 5" X 5" SGi1ARE
2 PAVEMENT AT GRADE
' O »" 7 PRESSURE
SHOWN ON PLAN. � 3 � � 1O CONTINUOUS 2,900 PSI CONCRETE BACKING. _
J►TED PC ST
5 ---' -- 4 O3 4DO PSI AIR- 2O 4" IIIN. NYSDOT TYPE 2 SUBBASE COURSE. I F- 7E ALUMINUM
- -r I-III-III-III E';�,QNED CONCRETE N I -
S - TYPE NAILS (3
- PREPARED SUB-GRADE. (SEE GEOTECHNICAL REPORT) F - �iCKE')
4 T 'l
I i -III-III-III-I I - O PRE-'H-"7 SUB-GRADE. _
I- I I�-III I I-III-III (SEE GEOTECH REPORT) p� '' ' F C= A_JMINUM SCREW
i I -. . .III -� `� O PAVEMENT AT GRADE SHOWN ON PLAN. N 4'I c (1-7/87 (2
K TRAFFIC I (CAR TRAFFIC) a NYSDOT TYPE 2 - Qs SET CURS SECTIONS ON DRY MIX SETTING BED. P _ -E EACH _• D)
(TRUC ) �� SUBBASE COURSE -
- - __ _ _ `O O 6"X18.5" GRANITE CLRB SAWED BACK 4V - p 04,
�-
KEYED NOTES I I I_- LINE FCR BACK OF --
• 1.
PREPARED SUBGRADE; (SEE I CURB. �I- 4 i
(t 1 1/2" MIN. NYSDOT TYPE 7F O FINISHED GRADE. -
J WEARING SURFACE OVER TACK COAT. GEOTECHNICAL REPORT) HOT SEAL WITH TACK _
O 2" NYSDOT TYPE 3 BINDER CO
URSE O GEOTEXTILE FABRIC (MIRAFl 18ON ZZlJJJ COAT. 2 8' C-C MAX.
OVER PRIME COAT. OR APPROVED EQUAL) CEPTgBLE -
a =:MPAED - 1 03-02-09 NSD SITE PLAN REVISIONS
O3 NOS:
12" (MIN.) CLEAN, GRADED AND O COMPACTED NYSDOTTYPE z4ND ? Alt EAC- _COMPACTED NYSDOT MYSDOT TYPE 2 SUBBASE COURSE - 2 I 04-15-09 NSD SITE PLAN REVISIONS
SUBBASE COURSE ALL CU;; HAVE 3/4" E=MANSION JC . SAT MAXIM u t00
FEET W! ,ELS AND CON-OL JOMS A. MAX. 20 FEET. -
1. ALL CURBS TO HAVE 1/4" EXPANSION .= ti-S AT MAXIMUM 100 1. PAINT OR STAIN ENTIRE FE'� - _ & OUT, --yER 3 I 07-15-09 AMF SITE PLAN REVISIONS
2. USE A - :E CURB ALL', _ VE-THRU LANE. SEE A:--- FEET WITH DOWELS AND CONTROL JOIN-S �' WAX. 20 FEET. TO SELECT TYPE & COLOR.
4 09-15-09 AMF SITE PLAN REVISIONS
Rom TABLE 3Ci4-1 IN NYSDOT STANDARD SPECIFICATIONS FOR SUBBASE COURSE GRADATION. DWG. SH ='.4 FOR ELE1�- 11 BOARD FENCE DE-`kIL _
1. SEE --- -- -
10 MOUNTABLE GRANITE CURB 5 10-20-09 AMF SITE PLAN REVISIONS � I
9 VERTICAL CURB No scALF C4.1 No SCALE
$ PARKING LOT PAVEMENT SECTION DETAIL - C4.1 NC DATE BY DESCRIPTION _ - CONST
C4.1 NO Sl REVISIONS _
C4.1 NO SCALE
CERTIFICATION AND SEAL
_
-- ASTM DES A' 7- ;' rMRAL TRAF 2"
' STEEL _ _- -.-._ .: POST CALMING �T
6"x4" C = _ -" STRIPING
MATCH EXIST. 1'-0"(TYP.) 2-3" LIFTS ITEM 403.1' ASPHALT CONC. TYPE 1, BAD- : -JRSE 3 1/4" 10,
CURB & REVEAL - • TYPE 3, BINDER CC__ =
2" ITEM 403.13 ASPFiI� CONC. 1 I .2• �� SXC&LS9DA
P. 1 1/2 ITEM 403.19C• ASPHALT CO NC. TYPE 7F, _ ;URSE 1 1 P OFFSET
�10 �0 0815b
R=VARIES, REFER a 13/16 RADIUS 12" ��FEC�sI��Q
TO SITE PLANS a PAVEMENT SECTION- 40 DIA. E'tE'1MT1D111 _
AS SHOWN ON DEPTH SAWC`_ 0' o in� HOL 45'
NEW CURB A A PLANS ACCESS 24" <<' crq 3/8" 'i %1 /�' �h. �'C_v= - -
SEE NOTE 3 P.T m ROAD .1 " 0 er 2'B 1/2' 6 _ -
15/1s"R � WALGREENS STORE No. 11335Cr I 1
24' MIN. & VARIES mposm ~ D --� + / '. �
(MIN. 100' FROM i - 30, PROPOSED WALGREE[�S
THE EDGE OF Rw vv Z EXISTING- NORTHWAY PLAZA
-
HIGH`�r'AY PAVEMENT JNDERDRA.'• ''`; 10 � '� END OF -
P.T. 3� _C REMA , 12 CA -0 _1J2' M . STRIPING 5" TOP EC= TOW OF QUEENSBURY
AP CT. 1/4,
NEW CURB f �! T - = J3 1ST' "R + ---
SEE NOTE 3 -_ --ED SYMY �BOL m FILM - J WARREN COUNTY, NEW PORK
R=VARIES, REFER S _ _. ----5E ----- -TO SITE PLANS P C CrUj
_ - a -E•
_2d' GIRECTIc CIVIL SECTIONS & DETAILS
MATCH EXIST.- - EMIARDL _
OFW
CURB & REVEAL 1
ri4IFS.
1. ALL ACCESS ROADS SHALL MEET THE STATE - WAY AT A = -- °',3
LE (90') uNLE` V-3' hlOTES: CADD PLOT: SCALE: NOT DRAWING NO.
OTHERWISE AUTHORIZED BY THE NYSDOT OR =SiGNEE.
1. *MIARD S7AM05 FOR MILLED-IN A - 9L£ �- -wAY DELINEATORS, NYS= -6.10. DRAWN BY:
2. RIGHT-OF-WAY WIDTH VARIES.
i 3. NEW CURB SHALL BE GRANITE MATERIAL FRCti� _ �. TO P.T. _ ALSO KNOrN AS RUMBLE STRIPS. __ NSD
'4 1
ELEiE�t[ wer�Iltlle�I _ Q� �� VOID PLOT:
2. REFER TO TW SITE PLAN FOR LOCATI0�6.
DA_E: 12/02/2008 j i
0 14 RUMEL-E STRIPS MIJWD DETAIL RELEASED TO
ACCESS ROAD CONNECTION WITH CURB 13 GUIDE RAIL
12 TO A STATE HIGHWAY WITH CURB C4.' •' �``= CONSTRUCTION REVIEWED BY: I
I
00
I 1
NO SCALE JFT OF 28 DWGS.
C4.1 ,
C4.1
i