|
i ,
<br />I
<br />I
<br />L
<br />3r
<br />with slope
<br />5' Min 5' Min �1
<br />i ,
<br />I
<br />-------H — A Grout smooth all edges of pipe opening
<br />Cost Iron Frame and Cover - refer
<br />4" __ W,re rrieS.h
<br />-- —
<br />6. 6 to ' Top of pavement grade to Standard Drawing No. cW this sheet �-----
<br />2 . 8
<br />�_� 1 ' -------- -- - - S Rebars (typical)
<br />Mortar �1( I k\ TA
<br />---
<br />SECTION A -A
<br />Wire mesh ,
<br />2' '.
<br />Precast reinforced concrete c; - -
<br />rde adjustment rings
<br />3", 4, & 8" sections /\
<br />as required
<br />Precast reinforced
<br />concrete cone "
<br />All joints mortared and 2 -0 -1
<br />bonded with mortar on Diam.
<br />Stone
<br />both interior and I -
<br />exterior surfaces - ir- "�-----^-�"--`---------�- _ —'- • •
<br />5" Min
<br />Precast reinforced manhole, _ I MRrracclnl
<br />1 -0" 3' ASTM C478, adjust to
<br />SECTION Q- Q Min. proper elevation. 1 ',2',3', &, -
<br />• r-- -----------------= I 3' Opening (See Note No 3) P p - Patterson
<br />—� _6• 4' sections as required) o I
<br />A > A o I
<br />PLAN VIEW Diam. -
<br />B A FRONT VIEW 4' Dio. Note: _ Architecture
<br />Standard storm drain manhole Eccentric cones shall be r - -=-_ --
<br />..__________J_ ____.___._-_--__.-__-______---- refer to Standard Drawing used where specified on liar n
<br />i Pl4n Ing
<br />the `ans. _` Interior Architecture
<br />i 3' dia. COW*///1o, /G of &i/s s�ztti` 4' Dio. p .:--__--
<br />' � I or s Joints may be either keyed _
<br />q Grout to Foundation or tongue and groove •} Lowest
<br />"------- Dio. of PLAN VIE W
<br />t,
<br />Construct cut-off 'r -_---, �- -- �2,. � 3. P�Pe 4"--� �•--
<br />i One Market Plaza
<br />wall around the H
<br />entire perimeter
<br />3"
<br />on for
<br />r
<br />---- class "a" concrete r Spear Street Tower
<br />1 I base. Pre -cost base
<br />C Toe of ; ; _used Suite 400
<br />' �channel slope C I - by may
<br />eeD Director ofPPublic d Works
<br />.�------- -- ----- -�-------------------------- _ ELEVATION
<br />San Francisco
<br />�= " ..- - — zo --- CA 94105
<br />B TOP VIEW A 6 Class B Concrete --- %� -:f. " NOTE A 1'-6" concrete cone may be used if approved by the Director j" If- 1 1/4" I 3
<br />/ of Public Works 1 f /4 IL 1 �8"
<br />---
<br />Miter cut pipe --min-1---
<br />to fit flus
<br />I
<br />L
<br />Tr
<br />with slope
<br />5' Min 5' Min �1
<br />Std. Frame & Cover » 1 1/4
<br />O
<br />k
<br />Mortar 1 Clear -1 3�8" 2
<br />,
<br />�- 5�8„
<br />I I i
<br />-------H — A Grout smooth all edges of pipe opening
<br />Cost Iron Frame and Cover - refer
<br />4" __ W,re rrieS.h
<br />-- —
<br />6. 6 to ' Top of pavement grade to Standard Drawing No. cW this sheet �-----
<br />2 . 8
<br />�_� 1 ' -------- -- - - S Rebars (typical)
<br />Mortar �1( I k\ TA
<br />---
<br />SECTION A -A
<br />Wire mesh ,
<br />2' '.
<br />Precast reinforced concrete c; - -
<br />rde adjustment rings
<br />3", 4, & 8" sections /\
<br />as required
<br />Precast reinforced
<br />concrete cone "
<br />All joints mortared and 2 -0 -1
<br />bonded with mortar on Diam.
<br />Stone
<br />both interior and I -
<br />exterior surfaces - ir- "�-----^-�"--`---------�- _ —'- • •
<br />5" Min
<br />Precast reinforced manhole, _ I MRrracclnl
<br />1 -0" 3' ASTM C478, adjust to
<br />SECTION Q- Q Min. proper elevation. 1 ',2',3', &, -
<br />• r-- -----------------= I 3' Opening (See Note No 3) P p - Patterson
<br />—� _6• 4' sections as required) o I
<br />A > A o I
<br />PLAN VIEW Diam. -
<br />B A FRONT VIEW 4' Dio. Note: _ Architecture
<br />Standard storm drain manhole Eccentric cones shall be r - -=-_ --
<br />..__________J_ ____.___._-_--__.-__-______---- refer to Standard Drawing used where specified on liar n
<br />i Pl4n Ing
<br />the `ans. _` Interior Architecture
<br />i 3' dia. COW*///1o, /G of &i/s s�ztti` 4' Dio. p .:--__--
<br />' � I or s Joints may be either keyed _
<br />q Grout to Foundation or tongue and groove •} Lowest
<br />"------- Dio. of PLAN VIE W
<br />t,
<br />Construct cut-off 'r -_---, �- -- �2,. � 3. P�Pe 4"--� �•--
<br />i One Market Plaza
<br />wall around the H
<br />entire perimeter
<br />3"
<br />on for
<br />r
<br />---- class "a" concrete r Spear Street Tower
<br />1 I base. Pre -cost base
<br />C Toe of ; ; _used Suite 400
<br />' �channel slope C I - by may
<br />eeD Director ofPPublic d Works
<br />.�------- -- ----- -�-------------------------- _ ELEVATION
<br />San Francisco
<br />�= " ..- - — zo --- CA 94105
<br />B TOP VIEW A 6 Class B Concrete --- %� -:f. " NOTE A 1'-6" concrete cone may be used if approved by the Director j" If- 1 1/4" I 3
<br />/ of Public Works 1 f /4 IL 1 �8"
<br />---
<br />Miter cut pipe --min-1---
<br />to fit flus
<br />I
<br />L
<br />Tr
<br />with slope
<br />5' Min 5' Min �1
<br />Std. Frame & Cover » 1 1/4
<br />O
<br />Mortar 1 Clear -1 3�8" 2
<br />,
<br />�- 5�8„
<br />I I i
<br />Match channel side slope `--- -� J t 1. I I V IV H - H (, I I N A - A , ._6»_ \ Flat slob shall be used when Architect,AlA
<br />' • • depth does not permit use of I
<br />2'—� PIPES LARGER THAN PIPES 24" TO 36" DIA. Max. taper unit 22 1/4"
<br />Wire mesh 24" - Use precast H-20 load rated
<br />Tech. Checked Tech.
<br />' 6 DIA. �� � as manufactured by Tiechert Coord. Arch.
<br />6'-0" � q
<br />6" Min. or equal- SECTION A — A
<br />NOTES: "�„ A- Frame shall be secured to riser or
<br />Toe of chor.nel �,' H = 6'-0'� minimum Plot slob top With cement mortar
<br />Slope H = 2 x pipe 'dia. (3' to 6') t The foundation shall be a minimum of 5' for 44" O.D. pipe and smaller
<br />T_ NOTE: 1. Use CIaSS "B•' concrete Or 2. For pipe larger than 44' 0.0., the foundation shall extend o minimum
<br />RUTHERFORD & CHEKENE
<br />2' min. grouted cobbles as specified. of 8" beyond each side of the pipe NOTE:
<br />FLAT SLAB TDP 303 Second St. suite 800 N.
<br />8" 2. throughout
<br />0. wire mesh Opening g ( Pipe) p pp Grate shall be fastened to frame San Francisco, CA 94107
<br />9 3 0 en,n to be 3' Ion x L0. ofwide, u to 36•' I.O. pipe with 18•• Of 1/4" hent -treated Chain
<br />SECTION C - C throughout concrete For pipes larder than 35" L0 , opening to be 36" diameter or 3qucre.
<br />36" EROSION CONTROL PIPE DISCHARGE'.26, SADDLE TYPE MANHOLE 16: STANDARD STORM DRAIN MANHOLE, ,6 FRAME & GRATE 0811 STORM DRAIN INLET! Structural Engineer
<br />NOTES: GUTTMANN & MocRIT+CHIE
<br />1. Frame and Grote shall conform to 631 Howard Street, Suite 500 --� San Francisco, CA 94105
<br />Standard Drawing No. C cf fh�s ✓rte` y 30` rain I
<br />- _--�I.IfE1'E" AYE'/r3r7X
<br />2 Two feet minimum below finished
<br />T c i o of—i5 a� i0 T.,CiG Gr7v6fS
<br />grade in new development. In
<br />Mechanical Engineer
<br />F lowlinc: of
<br />existing streets, may be less than __�� _. Ex '• ;= tj''
<br />2' with the approval of the engineer. gutter Joint on o !
<br />PP 9 Expansion _
<br />THE ENGINEERING ENTERPRISE
<br />B-�----•t Point 5Gu/ru{ - Gf/EG/s U,qC✓6 ' .
<br />Alameda, CA 94501
<br />�^14r111Es� O wEi�'T — _ --- Marina Village Parkway
<br />A A Alam
<br />--_- -_-- `Lj• I
<br />Lip of gutter
<br />Cotchbosin assembly to be set
<br />tt Electrical Engineer
<br />1' below flow tine of gutter _ -
<br />` PLAN --- - —� - ----
<br />KJELDSEN-SINNOCK do ASSOCIATES, INC.
<br />1113 West Fremont Street
<br />4" throat N Stockton CA 95203
<br />opening �2 Min . 2 4" co �.�+/GPS '
<br />B �
<br />Civil Engineer
<br />PLAN VIEW 1in
<br />bolt —
<br />�_ — _ � /1.. Approvals
<br />Boss to hold _-� ' • x ��
<br />See note 1 grate in place GRATEXZ
<br />" dia. cont. o" CA -.4-
<br />,
<br />1 �. dia. -_.._
<br />Mortar 24
<br />-•- / "" ` pipe (see note min. — - -
<br />Grade Rings
<br />d O 7 Z Mortar
<br />C\4
<br />18 R.C.P., Cl_ III —
<br />Nc: _
<br />na. 5) S= .01 -min. 25 1
<br />1 / 2"
<br />2"
<br />Boss? 4 O/ R
<br />Q
<br />TY
<br />SECTION
<br />NOTES:
<br />1. All exposed steel shall be dipped with PLAN OF FRAME
<br />2 coots of coal tar pitch heated to a
<br />minimum of 180' or galvanized.
<br />�- 2. Grate, frame and side inlet shall conform to _ Revisions
<br />Mortar (typ.) I _ PINKERTON A-645 frame with either A-390
<br />p rivited or A -390-M fabricated steel grate. N C2 7- �' : No Date
<br />;D Class "B" concrete S E C T I Q N B B 3. Gro#e shall be chained to frame.
<br />4. Gra e shall be depressed 1" below gutter10 W11!2776Y
<br />�J"f =¢ profile grade. /o�5- �•, �¢/9✓6SECTI0N A -A 5. 24" pipe barrel shall be class II R.C.P., or e
<br />90% REVIEW 23--MAR--92
<br />class 2 or 3 reinforced concrete pipe.
<br />38 18" STORM DRAIN INLET 2 CURB INLET CATCH BASIi�*$ 18 POINT OF CONNECTION (ROOF DRAIN) 8 VALVE BOX
<br />-e?-0V/
<br />i
<br />tr� ; -3�'� GflG'S5 - Cr7rUNEGT'
<br />v� r�
<br />4171-�WIIA�2GE sir_ nl; '
<br />fiw (Io T© .moo "-
<br />1 ,7
<br />''�_ ls'hiUHoc:6
<br />19 TYP. MANHOLE BASE & CONE CONFIGURATION 9 SINGLE MANHOLE DETAIL
<br />r• - �dArVi�'�G6
<br />-__------------._--- -- - -- - __.^__ __ SAN J O A Q U I N
<br />GENERAL HOSPITAL
<br />REPLACEMENT PROJECT,
<br />a PHASE 1A
<br />STORM DRAINAGE
<br />I --- DETAILS
<br />I
<br />- .—. + -- - - -- -_- -- --- - Scale:
<br />Project No. Drawing No.
<br />53000.09 •
<br />�v>s Cl -66
<br />Date
<br />40
<br />30 20 10 DOUBLE MANHOLE DETAIL
<br />. r✓ � .. �„ . ( �.`mac. �'. - T
<br />_
<br />� 7
<br />t
<br />na. 5) S= .01 -min. 25 1
<br />1 / 2"
<br />2"
<br />Boss? 4 O/ R
<br />Q
<br />TY
<br />SECTION
<br />NOTES:
<br />1. All exposed steel shall be dipped with PLAN OF FRAME
<br />2 coots of coal tar pitch heated to a
<br />minimum of 180' or galvanized.
<br />�- 2. Grate, frame and side inlet shall conform to _ Revisions
<br />Mortar (typ.) I _ PINKERTON A-645 frame with either A-390
<br />p rivited or A -390-M fabricated steel grate. N C2 7- �' : No Date
<br />;D Class "B" concrete S E C T I Q N B B 3. Gro#e shall be chained to frame.
<br />4. Gra e shall be depressed 1" below gutter10 W11!2776Y
<br />�J"f =¢ profile grade. /o�5- �•, �¢/9✓6SECTI0N A -A 5. 24" pipe barrel shall be class II R.C.P., or e
<br />90% REVIEW 23--MAR--92
<br />class 2 or 3 reinforced concrete pipe.
<br />38 18" STORM DRAIN INLET 2 CURB INLET CATCH BASIi�*$ 18 POINT OF CONNECTION (ROOF DRAIN) 8 VALVE BOX
<br />-e?-0V/
<br />i
<br />tr� ; -3�'� GflG'S5 - Cr7rUNEGT'
<br />v� r�
<br />4171-�WIIA�2GE sir_ nl; '
<br />fiw (Io T© .moo "-
<br />1 ,7
<br />''�_ ls'hiUHoc:6
<br />19 TYP. MANHOLE BASE & CONE CONFIGURATION 9 SINGLE MANHOLE DETAIL
<br />r• - �dArVi�'�G6
<br />-__------------._--- -- - -- - __.^__ __ SAN J O A Q U I N
<br />GENERAL HOSPITAL
<br />REPLACEMENT PROJECT,
<br />a PHASE 1A
<br />STORM DRAINAGE
<br />I --- DETAILS
<br />I
<br />- .—. + -- - - -- -_- -- --- - Scale:
<br />Project No. Drawing No.
<br />53000.09 •
<br />�v>s Cl -66
<br />Date
<br />40
<br />30 20 10 DOUBLE MANHOLE DETAIL
<br />. r✓ � .. �„ . ( �.`mac. �'. - T
<br />_
<br />� 7
<br />
|