775 Waldo Rd. (1999)
(408) 615.4000
~AX (408) 615-4004
TO ~ck- ti<> 0
~I~t
~,~
GIULIANI & KULL, INr ~l\~E.O [1@uu[~T
Engineers / Planners / Surva.. ~ ~ Ct;. .
~80 Stevens Creek Blvd., Suite 2~~ ,~~~
~AN JOSE, CALIFORNIA 95129 0 \ i '
~~" ~'I-& DATE
C 'ftO \0"
,\,)e\..~,n.1,,~1 ,.,. ATTENTION
..ollA""
RE:
':ID[? u~&[KJ@[ruDuu&[1
,~.) q q
JOB NO. C( t ;J. I {
Cf soo &
l ~
~'f-:,L~
WE ARE SENDING YOU
>
)(Attached
o Under separate cover via
the following items:
o Shop drawings
o Copy of letter
o Prints
o Plans
o Samples
o Specifications
o Change order
o
COPIES
DATE
NO.
DESCRIPTION
~
THESE ARE TRANSMITTED as checked below:
>
o For approval
~ For your use
~ As requested
o For review and comment
o Approved as submitted
o Approved as noted
o Resubmit
copies for approval
o Submit
copies for distribution
o Returned for corrections
o Return
corrected prints
o
o FOR BIDS DUE
o PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO
SIGNED: b.lLUJ..-1-; .~
GIULIANI & KULL, INC-
Engineers / Planners / SUrvl ;
4880 Stevens Creek Blvd., Suite ,J5
SAN JOSE, CALIFORNIA 95129
[S~lJlJ[f~. .~C5 lJ[;3&~@~DlJlJ&[S
(408) 615-4000
FAX (408) 615-4004
JOB NO. q g a2 I'
,;;;- /~
TO
61ny;j ~
10 . l?t'r~.
~ C4t 90"Cog
RE:
WE ARE SENDING YOU
>
~Attached
o Under separate cover via
)lD Prints 0 Plans
<<- ?h- L~~
.;)~
~P'tL\ ~~~~
~ '-. Qe....H
U 1-( la U <5i2:.:\*e:)O"-- ~
~~ l~~!.:::a..t-.\ ~~L'--i.~
tne following items:
o Shop drawings
o Copy of letter
o Samples
o Specifications
o Change order
o
COPIES
DATE
NO.
ca
THESE ARE TRANSMITTED as checked below:
o For approval
o Approved as submitted
o Approved as noted
o Resubmit
copies for approval
o For your use
o Submit
copies for distribution
>
o As requested
.""'p For review and comment
o FOR sibs DUE
o Returned for corrections
o Return
corrected prints
o
o PRINTS RETURNED AFTER LOAN TO US
REMARKS
~ir~w
~
~Ad~
,
....
SIGNED:
~~ 12o~
COPY TO
If enclosures are not as noted, kindly notify us at once.
4-12-1999 7:39AM
FROM CAMPBELL PUBLIC WKS 408 3760958
P.2
,.,..,
CITY OF CAMPBELL
DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION
APPLICATION NO(S):
ADDRESS: H1L:z.L-EUJ (JOY) f:=U:::...1n~,.JTIh'2A( ~OL
Instructions: This checklist provides advance notification to applicants of the City of Campbell's
fmai street improvement plans and submittal requirements. Using this checklist will expedite 'your
application through the City's review process.
Prior to submitting a fInal street improvement plan list to the City Engineer, please place an -X-. in
the space to the right of each item below to indicate you have complied with, or place N/A to
indicate that the particular item does not apply. Review applicable sections, which are referenced in
parentheses, before checking off each item.
SEAL AND SIGNA TURf OF ENGINEER OF WORK
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT , THAT I
HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT, AND
COMPLETION OF THIS CHECKLIST, AS DEFINED IN SECTION 6703 OF THE BUSINESS
Al"lD PROFESSION CODE, AND THAT THE DESIGN IS CONSISTENT WITH CU~NT
STANDARDS. .
~~
Signature
3v~ ~~
Printed
CJ-/ I J-./ q Cj
Date
RCE # 5515/
Expiration Date (p . a-o . ere
(SEAL)
CITY
ITEMS OK N/A COl\'L\'IENTS
I. GEl'i'ERAL
1 ADDlicable General Notes included. (Attachment A)
2 I 24" X 36" sheet size used, including borders.
3 Title Block/scale/north arrow shown.
4 Plans capable of microfilm reproductions. minimum 1/8
inch letterin2.
5 Engineer's name, number, expira~ion date and
signature included,
1
4- I .e:.- I ~~.:::;J I'; ..,:).:;::J,c....l.IVI
r- I-<Ul'vl L,;P'MI-"t:it:.LL t-UOL... 1 '-' ",.......:> ~"'-'O -=> I O~::::lO~
~.~
CITY
ITEMS OK N/A COM:MENTS
6 Vicinity Map shown (must be microftlmable). v'
7 Sheet Index and key map included for 3 or more sheets. v
8 Limits of Public Works inspection clearly shown on
oian. tYDicaI section, and bond estimate. v
9 I Street light locations/legend/PG&E sianature shown, NA
10 Request for annexation to Lighting District
submitted. (Accompanied by map & metes and bounds NA
description and annexation fee.)
11 Curb grade plans prepared by Public Works have been
incorporated into improvement plans and verified as J.i~
adeauate.
12 Curb grade plans prepared by Engineer for review by
Public Works and cross-sections @ 50' max. intervals tJ",
along road frontage and. extending 150' min. beyond
limits of work. Profile line. centerline, & E.P.
13 Signing and striping plan plus existing striping included NA-
in improvement plans.
14 Development No. (SUB, MS, L1JP1 DP) shown on each
sheet.
15 I Fire District signature shown for access and fire jJfl
hydrant location.
16 I Verification of land rights for off-tract work (title
report, recorded easement, etc.). .
17 I Permits required from other agencies (Fish & Game1 ~w\
CalTrans. Army Corps of EDlzrs, Flood Control, etc.).
18 Right of entry submitted for review for all off-tract
work.
19 Plans for landscaping within the public right-of-way t-lA
submitted for review.
20 I Fence required alon~ water district canals. NCi
21 Water testing required before paving for grades less than tJA-
1 %.
II. ROADS
A. Tvpical Sections
1 Structural sections indicated per R-value. v
2 Curb tvpe indicated. v
3 Right-of-Way and street width dimensions shown, V"
4 2: 1 max. cut/fill slopes shown beginning @ RIW lines - NA
Soils Report verifYin~ excePtions.
5 Crown Slope indicated. 1'1 A-
6 Sidewalk shown. ./
7 Pedestrian or bike paths shown. NlI\
8 Pavement Design Chart shown with T.r. values for v
reYleW,
2
4-1 ~-1 ::,j::,j::,j I: 40AM
FROM CM.1PBELL PUt:;L 1 L: WI".:::' 4\::'Jl::) ;:s fblc:l~~l::S
......4
CITY
ITEMS OK N/A COMMENTS
B. I Plan Views
1 Radius of curvature shown on all curves. Nf!.
2 /20' curb return radii shown for major thoroughfares
and industrial streets. NA
3 24' min, curb opening for private road intersection. NPr
4 Horizontal curves and sight distance designed per
H ighwav Des i2n Manual. Nrt
5 , Cul-de-sac radii (35' min.) shown. Nr.
6 Private road turnarounds shown. Nft
7 RIW and street width dimensions shown. v
8 , Centerline stationing shown at 100' intervals and at
all curves. B.C.. E.C. v
9 Lot/parcel lines and numbers/letters indicated. v
10 Valley gutters indicated. Flag flow lines at quarter
points on curb returns and valley 2Utter centerline. . v
11 I Stationin2 and offsets of all draina2e structures shown. l/
12 TIe elevation at all drain structures w linvert and FL
elevations shown. (Invert and FL elevations may be
shown on provide if preferred. If profile is not on same 1JA
sheet as plan view, TIC, invert, and FI elevations must
be shown on profile,)
13 DrainalZe easements shown and dimensioned . Nfl.
14 , Location of under~ound pipes and utilities shown. v
15 Street monuments shown. v
16 Off-tract slope easements shown" with x-sections, topo
and offer of dedication for slope easements submitted
for review. ~p,
17 I Pedestrian Paths shown. Basic grades shown. #..Wr
18 I Wheelchair ramps shown at returns oer State Std. Plan v- I
C. Profiles
1 Vert curves designed for proper speeds per Highway
Design Manual. ~f't
2 Minimum vert curve len2ths observed. VA
3 Curb returns and cul-de-sac profiles shown (high and
or low Dts, Indicated when vertical curve is used). NA-
4 I Vertical curve used for grade breaks greater than 2 % .
(3 % on sag curves.) NfAr
5 6 % maximum lZradient observed @ intersectinl! streets. v-
6 6 % maximum 2rade observed across intersection. V'
7 . I % minimum grade observed on all streets. v
8 Maximum street 2rades per ordinance. V'
9 I Undenzround oioes and utilities shown. ,."
3
4-12-1999 7:41AM
FROM CAMPBELL PUBLIC WKS 408 3760958
P.5
CITY
ITEMS. OK N/A CO:MMENTS
10 Existing ground on centerline shown. Where topography
is steep, existing ground left and right of centerline has JJA
been shown. Cross sections may be required.
11 I Finish grade proflle for centerline and for top. of curb
, shown (left & right) if special grades reauired. . #..LA
12 j Cul-de-sacs all have 1 % to 4 % cross slope between
gutter lip and high point. ~""
13 Super elevation grades shown where required by
Hi~hway Design Manual. M""
14 Back of curb flow diverters indicated on proposed
county streets with grades over 5 % when no sidewalk
installed. t-JA
15 Centerline profiles of intersecting streets shown to their
point of intersection. (Showing curb return or other
prof1les in lieu of the centerline profIle is not an
adequate or correct representation.) ~A-
16 I Off-tract profile to catch pt. Shown where road is
constructed to subdivision boundary. PJA
17 Centerline stations and elevations shown @ 100'
minimum intervals and @ ail BVe, EVC, PIVC, and
2tade breaks. tJllr
18 ! Profile slopes indicated. Nt1
In DRAINAGE
A Hydrology-Hvdraulics
1 Contour rnaps-continue for 100 feet + beyond propertY. MA
2 ]100 year water surface calculations completed when
I natural watercourse or drainage facility flows through or
adjacent to subdivision or the property lies within flood
hazard or flood prone area and water surface shown on
plans. Ni:\
3 EGL, HGL, Fl, El, Q, A, S, V, freeboard at
structures, structure losses, tailwater accumptions,
super or subcritical flow all indicated. tJit
4 AdeQuacv of in-tract drainage system verified. fJ~
5 All starting water surface calculations adequately
verified. (When computing beginning watersurface in
natural watercourse and no obvious point of control is
available, begin 500' downstream and work up to point
I in question.) tJ/\
6 I Adequacy of off-tract drainage system verified. lJ~
4
4-1~-1:::;:::;::::; / :41......"'1
r- kU~1\ CAtl\PBELL PU!::$L 1 C WI':::> 4IQO ~ /OIo::J::::loO
~.O
CITY
ITEMS OK N/A COMMENTS
B Easements
1 Off-tract drainage improvements (plan and profile) and
accompanying easements shown, Off-tract offers of
dedication for draina~e easement submitted for review. ""f}
2 Off-tract work to be done but no easement requirements.
Right of entry submitted for review. v
3 Easement widths indicated for (a) Closed conduits,
(b) Open channels. ~,~
4 Sufficient X-sections submined to verify easement
widths and Development rights for open cha11nels. tJ(}
5 Access and ingress easements shown, graded to be
useable. Nr'r
6 Minimum 12' ingress easement to public way provided
to all access easements. NJ(:r
7 Minimum 40' centerline radius for access easements
shown. rJA-
8 Structure setback line indicated and location veri!led
with X-sections for unimoroved channel. fJA-
9 Fences shown as required where street crosses
watercourse or draina~e structure. }.JA-
10 Fences shown as required at outside boundaries of
open lined channel easements and water district canals. tvPI'
C Structures
1 Inlet depths without manhole bases and max. dia. Pipes
dlrough inlets observed.
Type A 6' CC 3011 36" front 30" side
Type B 12' CC 3012 30" side
Type C 4' CC 3013 36" front 24" side
I TypeD 6' CC 3016 36" front 24" side
Type E 4' CC 3017 36" front 24" side JJ~
2 Max. diameter pipes through manholes observed.
Type I 24" CC 3020
Type II 42" CC 3021
Type III 60" CC 3022 tJCtr
3 1,25" minimum freeboard in inlets and manholes. tJfr
4 HGL shown in all strUcture profiles. tJ~
5 Type C inlet shown with grate unless in pedestrian area,
FL elevation of side opening also indicated. ~
6 Structure type indicated on plan or on structure list'on
same plan sheet. tJp..
7 Type B or E inlets used on streets with grades 6% or
steeper. tvflr'
5
~- I ~- I ~:::;7.::::J I. ........:::........Pl
r ~UM I....,.,.M.Mt""':::>r::..L.L t'""UDL-.L V 'H...........,J _-""-J -', ~"'-'..J~O
CITY
IlEMS OK N/A COMMENTS
8 Ladder grab irons provided for manholes over 12 feet
deep. t-.1~
9 Gutter spron lengths for A or B inlets specified for
profile e-rades 3 % or e:reater. !JA
10 Indicate internal dimensions of non-county standard
drainage structures used in private svstems. N(\-
D Pipe
1 Closed conduit minimum sloDe of 0.003 observed.
2 Natural watercourses are placed in closed conduits
for flows less than 80 efs. tJA-
3 Gage of corrugated steel or aluminum pipe noted on
olans. tJPr
4 Water directed into inlet does not reverse the direction
of flow. Np...
5 Minimum centerline radii of pipe checked. Beveled
Rep lengths specified (bevel one or both ends) and N~
stationing of E.C. and B,C. indicated.
6 Outlet protection for closed conduits or lined channels
orovided. NA
7 2' minimum cover over pipe observed (provided
manufacturer specs does not require more) unless
special design and cales. Submitted, 3' minimum cover
for olastic oioe_ tJPr
8 Desie:n 0 shown on pipe orofile. f\ll}
9 Minimum cleansing velocity of 2 FPS with half design
flow observed. ~~
10 18" minimum pipe size. ~tlr
E. Channels
1 Maximum velocity in earth channel verified by soils
report - minimum velocity 3 fus. ~p,
2 Improved earth channel side slopes shown to be 2: 1 or
less steeo as specified by soils reoort. J\lA-
3 Lined channel side slopes as specified bv soils reoort. NA-
4 Areas noted to be cleared of structures, trees, brush, ~~
and debris within natural channel and watercourses.
j;\ word\f orms\stimPl' I
rev. 6/12197
6
4-12-1999 7:39AH
FROH CAMPBELL PUBLIC WKS 408 3760958
P.2
,.,..,
CITY OF CAMPBELL
DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION
.,,,.. "''''''.c'''.' ...,."". ....,.... .....".. .'""",. "I. '..1" ".- K- ...
'.,!",~'~ vo<'fY:......".x.>;."""'.:'O<~...)o:. ", :. ..~...""".IoN' ................ .>: ,.,....... .. ~ . ........ ",' .
:[~~~AA~~M~:~41~.::::}".:::;,I~. ,.:,.::".~:;:.:.::if.,,:~~~L~:_.;~~~~.^ ~! .:~",^.".. .
APPLICATION NO(S):
ADDRESS: &P12A ne:m~ ~O'-
Instructions: This checklist provides advance notification to applicants of the City of Campbell's
final street improvement plans and submittal requirements. Using this checklist will expedite 'your
application through the City's review process.
Prior to submitting a final street improvement plan list to the City Engineer, please place an -X- in
the space to the right of each item. below to indicate you have complied with, or place NI A to
indicate that the particular item does not apply. Review applicable sections, which are referenced in
parentheses, before checking off each item.
SEAL AND SIGNATURE OF ENGINEER OF WORK
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I
HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT, AND
COMPLETION OF THIS CHECKLIST, AS DEFINED IN SECTION 6703 OF THE BUSINESS
AND PROFESSION CODE, AND THAT THE DESIGN IS CONSISTENT WITH CU~NT
STANDARDS. '
~ ~bub
Signature
60 !>f11..I ~ 8E::rL-~
Printed
ty/'.2-! CjCj
Date
RCE # .55151
Expiration Date to . ~ ' 0-0
(SEAL)
CITY
ITEMS OK N/A COl\tL\'IENTS
1. GE1'I'ERAL
1 Applicable General Notes included. (Attachment A) v
2 24" X 36" sheet size used, including borders. v
3 Title Block/scale/north arrow shown. v
4 Plans capable of microfilm reproductions - minimum 1/8 v
inch letterin2.
5 Engineer's name, number, expira~on date and V'
shmature included.
1
4-12-1999 7:39AM
FROf\.1 CAMPBELL PUBL I C WKS 408 3760958
P.3
CITY
ITEMS OK N/A COM:MENTS
6 Vicinity Map shown (must be microftlmable). v'
7 Sheet Index and key mao included for 3 or more sheets. v
8 Limits of Public Works inspection clearly shown on
clan, tVDicaI section, and bond estimate. v
9 Street light locations/le2end/PG&E sismature shown. NA
10 Request for annexation to Lighting District
submitted. (Accompanied by map & metes and bounds NA
description and annexation fee.)
11 Curb grade plans prepared by Public Works have been
incorporated into improvement plans and verified as /J""
adequate,
12 Curb grade plans prepared by Engineer for review by
Public Works and cross-sections @ 50' max. intervals rJA-
along road frontage and extending 150' min. beyond
limits of work. Profile line, centerline, & E.P.
13 Signing and striping plan plus existing striping included N~
in improvement olans,
14 Development No, (SUB. MS, LUP, DP) shown on each
sheet.
15 Fire District signature shown for access and frre JJA
hydrant location.
16 Verification of land rights for off-tract work (title
report, recorded easement, ete,).
17 Permits required from other agencies (Fish & Game, tJfl
CalTrans, Army Corps of En2rs, Flood Control, etc.).
18 Right of entry submitted for review for all off-tract
work.
19 Plans for landscaping within the public right-of-way NA
submitted for review.
20 Fence reauired alon2 water district canals. N(l.
21 Water testing required before paving for grades less than tJA-
1 %.
II. ROADS
A. Tvoical Sections
1 Structural sections indicated Der R-value. v
2 Curb type indicated. v
3 Riszht-of-Wav and street width dimensions shown. v'"
4 2: 1 ma.x. cut/fill slopes shown beginning @ R/W lines - NA
Soils ReDort verifvin2 exceotions.
5 Crown Slope indicated. tJ~
6 Sidewalk shown. ../
7 Pedestrian or bike oaths shown. N~
8 Pavement Design Chart shown with T.!. values for v
reV1CW,
2
4-12-1999 7:40AM
FROM CAMPBELL PUBLIC WKS 408 3760958
P.4
CITY
ITEMS OK N/A COM:MENTS
B. Plan Views
1 Radius of curvature shown on all curves. fJQ.
2 20' curb return radii shown for major thoroughfares
and industrial streets, NA
3 24' min. curb ooenine: for orivate road intersection. ~A
4 Horizontal curves and sight distance designed per
Hie:hwav Desism Manual. Nr+
5 Cul-de-sac radii (35' min.) shown. ~p,
6 Private road turnarounds shown. NPr
7 RIW and street width dimensions shown. v
8 Centerline stationing shown at 100' intervals and at
all curves. B.C.. B.C. v
9 Lot/oarcellines and numbers/letters indicated. v
10 Valley gutters indicated. Flag flow lines at quarter
points on curb returns and valley 2utter centerline. v
11 Stationine: and offsets of all draina~e structures shown. 1/
12 T /e elevation at all drain structures w /invert and FL
elevations shown. (Invert and FL elevations may be
shown on provide if preferred, If profile is not on same 1JfJ.
sheet as plan view, TIC, invert, and FI elevations must
be shown on profile.)
13 Drain32e easements shown and dimensioned . Nil-
14 Location of underground pipes and utilities shown. v"
15 Street monuments shown. v
16 Off-tract slope easements shown" with x-sections, topo
and offer of dedication for slope easements submitted
for review. tJp,
17 Pedestrian Paths shown. Basic ~ades shown. kWr
18 Wheelchair ramps shown at returns oer State Std. Plan v"
c. Profiles
1 Vert curves designed for proper speeds per Highway
Design Manual. ~(t
2 Minimum vert curve lenszths observed. tJA
3 Curb returns and cul-de-sac profiles shown (high and
or low Pts. Indicated when vertical curve is used). Nftr
4 Vertical curve used for grade breaks greater than 2 % .
(3 % on sag curves.) tJf\-
5 6% maximum 2radient observed @ intersectin2 streets. v
6 6 % maximum e:rade observed across intersection. v
7 1 % minimum ~rade observed on all streets. v-
8 Maximum street 2rades per ordinance. v
9 Under~round pipes and utilities shown. -
3
4-12-1999 7:41AM
FROM CAMPBELL PUBLIC WKS 408 3760958
P.5
CITY
ITEMS. OK N/A COMMENTS
10 Existing ground on centerline shown. Where topography
is steep, existing ground left and right of centerline has NA
been shown. Cross sections may be required.
11 Finish grade profile for centerline and for top of curb
shown (left & ri2ht) if special 2rades reauired. klA
12 Cul-de-sacs all have 1 % to 4% cross slope between
gutter lip and high point. kLA-
13 Super elevation grades shown where required by
Highwav Design Manual. M~
14 Back of curb flow diverters indicated on proposed
county streets with grades over 5 % when no sidewalk.
installed. tuA
15 Centerline profiles of intersecting streets shown to their
point of intersection. (Showing curb return or other
proflles in lieu of the center line profIle is not an
adeauate or correct reoresentation.) ~A-
16 Off-tract profile to catch pt. Shown where road is
constructed to subdivision boundarv. tJA
17 Centerline stations and elevations shown @ 100'
minimum intervals and @ all Bve, EVe, PIVC, and
grade breaks. tJl>r
18 Profile slooes indicated. N~
In DRAINAGE
A Hvdroloev-Hvdraulics
1 Contour maps-contmue for 100 feet + beyond orooertv. MA
2 100 year water surface calculations completed when
natural watercourse or drainage facility flows through or
adjacent to subdivision or the property lies within flood
hazard or flood prone area and water surface shown on
plans. N*"
3 EGL. HGL. Fl, El. Q. A. S, V, freeboard at
structures, structure losses, tailwater accumptions,
super or subcritical flow all indicated. t.Jt:t
4 AdeQuacv of in-tract drainasze svstem verified. NA-
S All starting water surface calculations adequately
verified. (When computing beginning watersurface in
natural watercourse and no obvious point of control is
available, begin 500' downstream and work up to point
in Question.) ~(\-
6 Adequacy of off-tract draina2e system verified. lJi\-
4
4-12-1999 7:41AM
FROM CAMPBELL PUBLIC WKS 408 3760958
P.6
CITY
ITEMS OK N/A COMMENTS
B Easements
1 Off-tract drainage improvements (plan and profile) and
accompanying easements shown. Off-tract offers of
dedication for drainage easement submitted for review. ^IPr
2 Off-tract work to be done but no easement requirements.
Right of entry submitted for review. \/'
3 Easement widths indicated for (a) Closed conduits,
(b) Open channels. ~/~
4 Sufficient X-sections submitted to verify easement
widths and Development rights for open channels. tJ!}
5 Access and ingress easements shown, graded to be
useable. N(Jr.
6 Minimum 12' ingress easement to public way provided
to all access easements. /\.fA-
7 Minimum 40' centerline radius for access easements
shown. "Hr
8 Structure setback line indicated and location verified
with X-sections for unimproved channel. ~f}
9 Fences shown as required where street crosses
watercourse or draina2e structure. JJ;Cr
10 Fences shown as required at outside boundaries of
ODen lined channel easements and water district canals. tJPr
C Structures
1 Inlet depths without manhole bases and max. dia. Pipes
~rough inlets observed.
Type A 6' CC 3011 36" front 30" side
Type B 12' CC 3012 30" side
Type C 4' CC 3013 36" front 24" side
TypeD 6' CC 3016 36" front 24" side
Tvoe E 4' CC 3017 36" front 24" side fJ~
2 Max. diameter pipes throuih manholes observed.
Type I 24" CC 3020
Type II 42" CC 3021
Tvoe III 60" CC 3022 tJttr
3 1.25" minimum freeboard in inlets and manholes. tJPr
4 HGL shown in all strUcture orofiles. rv~
5 Type C inlet shown with grate unless in pedestrian area,
FL elevation of side opening also indicated. ~
6 Structure type indicated on plan or on structure list on
same plan sheet. ~p..
7 Type B or E inlets used on streets with grades 6 % or
steeoer. tv(lr
s
4-12-1999 7:42AM
FROM CAMPBELL PUBLIC WKS 408 3760958
P. 7
CITY
ITEMS OK N/A COMMENTS
8 Ladder grab irons provided for manholes over 12 feet
deeo. t-U\
9 Gutter spron lengths for A or B inlets specified for
profile 2rades 3 % or 2reater. IJp'
10 Indicate internal dimensions of non-county standard
drainage structures used in private svstems. Nr>r
D Pipe
1 Closed conduit minimum slope of 0.003 observed.
2 Natural watercourses are placed in closed conduits
for flows less than 80 cfs. tJA-
3 Gage of corrugated steel or aluminum pipe noted on
olans . NA-
4 Water directed into inlet does not reverse the direction
of flow. NPr
5 Minimum centerline radii of pipe checked. Beveled
Rep lengths specified (bevel one or both ends) and Nfl!
stationing of E.C. and B.C. indicated.
6 Outlet protection for closed conduits or lined channels
orovided. iNA
7 2' minimum cover over pipe observed (provided
manufacturer specs does not require more) unless
special design and cales. Submitted, 3' minimum cover
for olastic nine. tJPr
8 Desilm 0 shown on pine orofile. N~
9 Minimum cleansing velocity of 2 FPS with half design
flow observed. ~Pr-
10 18" minimum pipe size. ~~
E. Channels
I Maximum velocity in earth channel verified by soils
reoort. minimum velocity 3 fps. ~A-
2 Improved earth channel side slopes shown to be 2: 1 or
less steep as specified by soils reoort. l\IA-
3 Lined channel side slopes as specified bv soils reoort. NA-
4 Areas noted to be cleared of structures. trees. brush, r'lPr
and debris within natural channel and watercourses.
j;\word\forms\stimppl
rev, 6/12197
6