HomeMy WebLinkAbout001 C3.1 Civil Details 8'-0"MAX. OF MQvl
3'-0"MIN. sIm vaN�iEo e u�E ANq TO BACK OF CURB d
INSTALL PLUMB WITH RROPE"
PUMPER NOZZLE EN sFEL POST [NT MARK A.
FACING STREET AT LHD of sERWCE uNc CHANDLER
N
CE TUR 250
EW HYDRANT, eou 0
R SUPER ����ee 0mJ ) No. 9518ES
OR WAT ON EROUS PACER PROPERTr NEW iw+,> 91KACE 4 ai
OR WAT snrEEr SURFACE GROUND SURFACE
MIN.4'-0"CLEAR ALL UN E4QR NEM'!DIM IIOMAIDIT wl.SMEAR 10 CMRO ENO.N0.WeOB-1 S x,
AROUND(TREES,HEDGES, s 1/z eouuvwD wRB aox� TJ�R
BUSHES,ETC.)
TC �) vMWloaaMu � _ 25
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sEA4 dDETr WTm IMM-rMK t' 1 EEF SURFACE S'SIDEWNx GROUND SURFACE CURB
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P x 3'B,I WNCREIE SU6 • �11.5' PROM ROD IN�S'CURB
BOXES
Sheet V of 8
ADJUSTABLE SCREW
ELEVATIONS AS SHOWN Oo° TYPE VALVE BOX p+I CO.—B��Iy 2a' , � ea 1 B/2'MIN.oxEs
ON PLANS OR 0.2' WITH LID � DYPJ (SEE SPECS) BWe
ABOVE TOP OF CURB
GRADE 1(\PJ (-1—ExCEBPf IN SPECIAL SEE DETAIL e•
cxlPeRcuRrnmµuESiE Lacrwnoxsl BELOW 1Um EXCEPT In sPMa
CC,(r BR.
A.
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w FWmEo ALTERFUTE uxATKw)
GROUND UNE a'OR e'Pw � °12e
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M
BETMCE UNE SWPE-1/a' WOOD
OER T-0'YK � 1/e®O WATER MNN µLgN�
MAX
45 ELBO PER FORT MIN..1/2'PEP iWi EW OF NCOORPOUST�OP TO OCRAIOTMBf p 3/a'_E ST:i�MgSPIPE FROM OISE M•'1ERVLJ
UNDISTURBED 1 TRENEII sIn•NCNr cDPPER NPE sHaL u N1FA
EARTH SEWER MAIN
t 1/2'AM.2'SERVICES —
D.L OF A
PROPEFLY CORPORATION STOP (SEE BRECFlCAlow)KFl
lASTACCEO ,�`
R\\\\, NUNEWE NNGFd PLUG NPoRAbN
STOP.
JAP AWN AT /
i\\\\\\ =1 FIInNGe NLOWID 'OR e•TC SEWE1t SEIMCE $pp/NGLINE. SEI—E PIPE
\\\\\\/ FOR WS 14 INST TONS 2
\ ONLY PRWIL OF
"CONCRETE�y\\� DEPARtMExr2 :m�� 1 0 2
THRUST \\
BLOCK TO MAIN LINE EFO a uNE aEAHart rL'q
\\ \\\ IF REWBfD MBE BLIo \ TRENCH BOTNOMNO
a Mw. •�• w o
LOWER TNW SPRING
\\\�� UNE OF SfAER MNN GENERAL NOTES. "\
\\\� ROW WlE ROOWOS. 1. WATER SETACE UNES SHML NAVE A MINIMUM 6 1/2 FOOT CCMER MEASURED FROM THE EKIBIING GROUND SURFACE.EXCEPT 1HAT COVER SN41 BE
CLEANOUT DETAIL S RIAME AA-IIMUMR TUI/2 FON COVER ANE MEET GRADE
WATFRO E LINES ARE WD TO A STREET SIDE WHICH HAS AN UPHILL SLOPE. WATER SERNCE UN6
AS REQUIRED FOR 2. ER SERVICE ONES SHALL BE INSMIIED WHERE SHOWN ON THE DRAWINGS OR AS SPECIFIED.
PIPE SPECIFIED �
( ` 1 SEWER SERVICE DETAIL C3'1 SCALE:NTS 3. BEDDING SHALL BE 1'OIA.MAXIMUM WITHIN S'OF SETACE PIPE.
a. INSTPII CURB STOP 50 THAT OPEMTNG KEY 5 PIfUllEL TO-ET IN OFF-Po51110N.
C3'1 SCALE:NTS POND WIDTH VARIES
n WATER SERVICE DETAIL
NEW 6"AUXILIARY GATE VALVE C3.1
SCALE:NTS
MIN. 1/2 CUBIC YARD WASHED GRAVEL FLANGE JOINT TOP OF POND: PER PLAN(C4.1) rh/+�i, r
-MEGA-LUG OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED IN UEU OF CONCRETE THRUST BLOCK DEPTH VARIES:2.5'MAX POND DEPTH �I O
4'T Mqk 1.5'MAX WATER STORAGE DEPTH SVOpF,
n FIRE HYDRANT DETAIL
1 N' FINISH GRADE WITH 6"
C3.1 TOPSOIL AND SEED
SCALE:NTS COB DETAIL: 02660-4(FEB 2008)) BorroM OF POND O
T9 � MAN GATE 12'-8"
a a a
OVER-EXCAVATE BOTTOM OF RETENTION PONDS DOWN
p TO NATIVE GRAVEL LAYER AND BACKFILL WITH WELL 6• 4•
DRAINING GRAVEL CONCRETE SIDEWALK
PER PLANS
BOTTOM WIDTH PER PLAN CMU WALLS(TYP.)
v v
4•DIA STEEL
INLET CASTING O O O BOLLARD
EJIIW 030.OOR 7-4 TOTE I
. DEEPER 2047L OR
TRANSITION CURB&GUTTER 2:• �� _ OaC4, ` `
TO MATCH INLET CASTIN �y — DUMPSTER
(TYPICAL FOR ALL INLETS) i T NATIVE GRAVEL LAYER
.fit. THICKENED EDGE
PRECAST CONCRETE, T0 SLAB FOUNDATIOTOTEO
OR 7 RETENTION POND SECTION
.
VARMBLE 0'YIN.) .� C3.1 �———— 6"VERTICAL CURB TO END
S• 3•� 4'MINIMUM,7'MAXIMUM OPENING SCALE:NTS
.i�, NO.4 BARS AT 12'CENTERS 11 -4 ADJACENT TO CMU WALL
.' �w
!•'. MAX..SPACED EQUALLY
!f; ' 5/8'DIA SMOOTH ROD INLET CASTING
CENTERED IN OPENING NEENAH R-3067-L. I
6'FIAT (EXCEPT FOR EJIW 7030) EJIW 7030,DEFTER BARREL PIN AND LATCH) /� ,I
2047L.OR D @ L 4'z4'ASS COLUMN ( .
SLAB COVER I-3517J F^�i//y
'j{'"'.'A .�:rA;ilj'.•�.i '�' STEEL FRAME GATES MADE
WITH L3x3x}STEEL ANGELS
(T'p') PLAN VIEW - N.T.S. Ir
4-0• EN
OLVT VTR •fy OPQlI
NG 4'DIA.PRECAST REINFORCED CONCRETE p WIDTH VARIES BY LOCATION
MANHOLE AND BASE.AS PER
;M •1.' STANDARD DRAWING NO.02720-4 {{{ SIDEWALK CONTRACTION JOINTS 12'_8" VI
$MINIMUM,7'MAXIMUM OPENING z \ SPACED AT 5' INTERVALS - MIN.
Y \ BOARD AND BATTEN SIDING ON
���� 4'-0• o DEPTH 1". EXPANSION JOINTS TO STEEL FRAME GATES TO MATCH O Fy
9ZERmOOIN OPREENING " s`. a BE PLACED AT 25' INTERVALS BUILDING EXTERIOR
. (EXCEPT FOR EJN/7030) A' ';A STEEL FRAME GATES MADE -- T
?• "A 'MAX OFFSET ALLOWED FOR �_ WITH L3x3x} ANGLES \,
\ h
CASTING BACK PIECE 1 a
r« ADJUSTMENT
VARIABLE 2'-0"
.'Aj} �•' 'O• / •'•. O AND LATCH
BARREL
F+i
• �� T �. 4 x4 HSS COLUMN
18 MIN. CD
:r< z - - - -
,.. i ,•;x .::y:•i;�
--- ----
.AI ONE EXTRA BAR IN BOTTOM Qa ;
�•: (ALL SIDES) r -/— 1�
CURB AND GUTTER TO BE WARPED = L - SLAB12"J J
TO MATCH INLET. /
DESIGNERS WILL PROVIDE (0. FOUNDATIONBLOCK
OUTLET OUT
F(PIPE �' .:l c.i• 7J' SAD PECI C MONAL
DESIGN DETAILS TO FIT 4 v W
ELEVATION VIEW - N.T.S.
SIZE VARIES)(Typ.) I TI T l
6•� 24. 1/4" STAMPED PATTERN TBD BY OWNER. v
CONCRETE SURFACE TO BE COLORED. NOTES:
SIDE VIEW 1.THE GARBAGE ENCLOSURE GATES SHOULD BE ATTACHED ON THE OUTSIDE OF THE
6" THICK M-4000 CONCRETE ENCLOSURE TO ENABLE THE DOORS TO OPEN AND BE SECURED AT LEAST 180 DEGREES.
2.THE GARBAGE ENCLOSURE GATES SHOULD HAVE A LATCHING MECHANISM TO SECURE THE
GATES IN A CLOSED POSITION.
Fj STANDARD SQUARE STORM DRAIN INLET 3.THE DUMPSTER ENCLOSURE GATES MUST HAVE BOARD AND BATTEN SIDING TO MATCH THE
BUILDING EXTERIOR. I$$ue Date: 03/13/2023
C3.1 SCALE:NTS COB DETAIL: 02720-1A(DEC 2003, REV MAR 2006) �NFOORCEME TEAS PER 3"-WASHED ROCK n DUMPSTER ENCLOSURE DETAIL
38' STANDARD DRAWING 02720-6
C3.1 SCALE:NTS
6 COMBINATION MANHOLE AND CURB INLET 12"-4'MINUS BASE GRAVE`
C3.1 SCALE:NTS COB DETAIL: 02720-1B(DEC 2003, REV.TM AR COMPACTED SUB-BASE C3ml
PRELIMINARY: FOR
STAMPED CONCRETE CROSSWALK DETAIL REVIEW ONLY
C3.1 SCALE:NTS
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