HomeMy WebLinkAboutStreet Improvements •
CITY OF CAMPBELL Print Form
DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION
70 North First Street,Campbell,CA 95008
Ph. (408)866-2150;Fx.(408)376-0958
CHECKLIST FOR STREET IMPROVEMENT PLANS
APPLICATION NO(S):
ADDRESS: /&7 Phi/el/tee Ze)O6/
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"N/A"to indicate that the particular item doesn 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
T E D IS CONSISTENT WITH CURRENT STAND
CeZ /Ol OQ�OFESS/Okq
gnature ( Date Q`� :o.
ECqqPrinted Name: �l/I�(� � C23770
RCE#: 2 3 77O Exp:12/31/13
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Expiration Date:
p / CALIFOP
ITEMS COMPLY NOT APPLY CITY COMMENTS
I. GENERAL
r/OK
1. City standard off-site title sheet with applicable notes.
2. 24"X36"sheet size used,including City Standard r OK
borders and Blueprint for a Clean Bay Plan Sheet.
OK
3. Title Block/Scale/North Arrow Shown.
4. Plans capable of microfilm reproductions-minimum V OK
1/8 inch lettering.
5. Engineer's name,number,expiration date and V OK
signature included on all sheets.
6. Vicinity Map shown(must be microfilmable). ✓ OK
7. Sheet Index and key map included for 3 or more OK r N/A
sheets.
8. Limits of Public Works inspection clearly shown r OK /VA
/4 -re-�'
on plan,typical section,and bond estimate. �! �{/i,/�(� ('���f� ,�`L,
9. Street Light locations/legend/Electric Service r OK r�/N/A 0° L V'(/"`,
Connection Location shown. k
10. Elevation tied to City benchmark. rf/OK
Reference City benchmark.
Page 1 of 6
COMPLY NOT APPLY CITY COMMENTS
11. Curb grade plans prepared by Public Works have
been incorporated into improvment plans and r OK r N/A
verified as adequate.
12. Curb grade plans prepared by Engineer for review by
Public Works and cross-sections @ 50'max.intervals r OK V\l/A
along road frontage and extending 150'min.
beyond limits of work. Profile line,centerline,&EP
13. Signing and striping plan plus existing striping r OK V/N/A
included in improvement plans.
e to r -
14. Development No.(SUB,MS,LUP,DP)shown on each ,-r b/ fide 6 Dzo6
sheet. �l��K r N/A �/""
15. Verification and land rights for off tract work(title OK (- N/A i� � 0
71 40
report,recorded easement,etc.) �
16. Permits required from other agencies(Fish&Game r OK VN/A
CalTrans,Army Corps of Engrs,Flood Control,etc.)
17. Right of entry submitted for review for all off-tract r OK IN/A
work.18. Landscaping within the public right-of-way r OK IT/N/A i'f�[l .
included in improvement plans.
19. Fence required along water district canals. r OK /A
II. ROADS
A. TYPICAL SECTIONS
1. Street cross-section shown at 50'intervals
maximum(closer intervals may be necessary per r OK 17/N/A
the City Engineer). Cross sections slopes shown.
2. Structural pavement design calculations submitted
(per Caltrans Highway Design Manual)and r OK N/A
correspond to plans.
3. Sidewalk,curb and gutter indicated with details i/OK r N/A
included on plans. /
4. Right-of-Way and street width dimensions shown. ri/ OK
5. 2:1 max.cut/fill slopes shown beginning at R/W r OK 177/N/A
lines-Soils Report verifying exceptions.
6. Crown Slope indicated. r OK f N/A
7. Pedestrian or bike paths shown. r OK VN/A
8. Pavement Design Chart shown with T.I. and R-values r OK r N/A
for review.
Page 2 of 6
B. PLAN VIEWS COMPLY NOT APPLY CITY COMMENTS
1. Radius of curvature shown on all curves. r OK VN/A
2. 20'curb return radii shown for major thoroughfares r OK VN/A
and industrial streets.
3. 24'min.curb opening for private road intersection. ri7/OK r N/A
4. Horizontal curves and sight distance designed per
Highway Design Manual. r OK ri/N/A
5. Cul-de-sac radii(35'min.)shown. r OK N/A
6. Private road turnarounds shown. r OK IT/N/A
7. R/W and street width dimension shown. I OK r N/A
ir—ZOK r OK
8. Centerline stationing shown at 50'intervals.
9. Curve info provided in table format(i.e.BC/EC
station,offset,radius,and delta). r OK �N/A
r OK ii/N/A
10. Lot/parcel lines and numbers/letters indicated.
11. Valley gutters indicated. Flag flow line elevations at
quarter points on curb returns and valley gutter r OK VN/A
centerline.
✓ OK 1/N/A
12. Stationing and offsets of all drainage structures
shown.
13. TC/RIM elevations at all drain structures w/invert and r OK r/N/A
FL elevations shown. (Invert and FL elevations may
be shown on profile if preferred. If profile is not on
same sheet as plan view,TC/RIM,invert,and FL elevations
must be shown on plan and profile.)
✓ OK /N/A
14. Drainage easements shown and dimensioned.
15. Location of underground pipes and utilities shown /g�
for laterals and main lines(i.e.sanitary sewer,gas, F ' O1< r N/A
water,etc.).
16. Street monuments shown. r OK .N/A
17. Off-tract slope easement shown,with x-sections, r OK VN/A
topo and offer of dedication for slope easement
submitted for review.
18. Pedestrian Paths shown. Basic grade shown. r OK VN/A
19. Wheelchair ramps shown at returns with details. r OK VN/A Tfivpi,vv� vriplivi_.
°/i
C. PROFILES /
1. Vertical curves designed for proper speeds per r OK r(/N/A
Highway Design Manual.
2. Minimum vertical curve lengths observed. r OK VN/A
3. Curb returns and cul-de-sac profiles shown(high r OK IF/N/A
and or low points indicated when vertical curve is
used.
Page 3 of 6
COMPLY NOT APPLY CITY COMMENTS
4. Vertical curve used for grade breaks greater than 2%.
(3%on sag curves). r OK N/A
5. 6%maximum gradient observed @ intersecting streets.—
' OK N/A
6. 6%maximum grade observed across intersections. r OK r N/A
7. 1%minimum grade observed on all streets. r OK r N/A
8. Maximum street grades per ordinance. r OK r N/A
9. Underground pipes and utilities shown. r OK N/A
10. Existing ground at centerline shown. Where r OK N/A
topography is steep,existing ground left and right of
centerline has been shown.
11. Finish grade profile for centerline and for top of curb r OK N/A
shown(left&right)if special grades required.
12. Cul-de-sacs all have 1%to 4%cross slope between r OK N/A
gutter lip and high point.
13. Super elevation grades shown where required by r OK N/A
Highway Design Manual.
14. Back of curb flow diverters indicated on proposed
county streets with grades over 5%when no sidewalk r OK N/A
installed.
15. Centerline profiles of intersecting streets shown to
their point of intersection. (Showing curb return or r OK N/A
other profiles in lieu of the centerline profile is not an
adequate or correct representation.)
16. Off-tract profile to catch point shown where road is r OK N/A
constructed to subdivision boundary.
17. Centerline stations and elevations shown @ 50' r OK N/A
minimum intervals and @ all BVC,EVC,PIVC,and
grade breaks.
18. Profile slopes indicated. r OK N/A
III. DRAINAGE
A. HYDROLOGY-HYDRAULICS
1. Contours shown for 100 feet+beyond property. 7OK r N/A
2. 100 year water surface calculations completed when
natural watercourse or drainage facility flows through r OK N/A
or adjacent to subdivision or the property lies within flood
hazards or flood prone area and water surface shown on
plans.
3. EGL,HGL,Fl,El,Q,A,S,V,freeboard at structures, r OK IT/N/A
structure losses,tailwater assumptions,super or
subcritical flow all indicated.
4. Adequacy of in-tract drainage system verified. VOK IT N/A
5. All starting water surface calculations adequately
verified. (When computing beginning water surface in r OK
natural watercourse and no obvious point of control is
available,begin 500'downstream and work up to point
in question.) Page 4 of 6
COMPLY NOT PPL. CITY COMMENTS
6. Adequacy of off-tract drainage system verified. r OK IT/N/A
B. EASEMENTS
1. Easements shown on map are shown on plans. r K r N/A
2. Off-tract drainage improvements(plan and profile) r OK p/N/A
and accompanying easements shown. Off-tract offers
of dedication for drainage easement submitted for review.
3. Off-tract work to be done but no easement r OK rd N/A
requirements. Right of entry submitted for review.
4. Easement widths indicated for(a)closed conduits, r- OK FT/N/A
(b)open channels.
5. Sufficient X-sections submitted to verify easement /
width and Development rights for open channels. r OK rli N/A
6. Access and ingress easements shown,graded to be r OK r!/ N/A
useable.
7. Minimum 12'ingress easement to public way
provided to all access easements. r OK
8. Minimum 40'centerline radius for access easements r OK (/N/A
shown.
9. Structure setback line indicated and location verified r- OK ri/N/A
with X-sections for unimproved channel.
10. Fences shown as required where street crosses r OK IT/N/A
watercourse or drainage structure.
11. Fences shown as required at outside boundaries of r- OK r�' N/A
open lined channel easements and water district canals.
C. STRUCTURES
1. Inlet detail shown for new inlet installation. r OK VN/A
2. Inlet depths without manhole bases and max.dia. OK IT/N/A
Pipes through inlets observed.
Type A 6' CC 3011 36"front 30"side
Type B 12' CC3012 36"front 30"side
Type C 4' CC3013 36"front 24"side
Type D 6' CC3016 36"front 24"side
Type E 4' CC3017 36"front 24"side
3. Max.diameter pipes through manholes observed. r- OK r�N/A
Typel 24" CC 3020
Type II 42" CC 3021
Type III 60" CC 3022
4. 1.25"minimum freeboard in inlets and manholes. r OK rv7 N/A
5. HGL shown in all structure profiles. r OK 17/N/A
6. Structure type indicated on plan or on structure list r OK ry/N/A
on same plan sheet.
Page 5of6
COMPLY NOT APPI CITY COMMENTS
D. PIPES
1. Closed conduit minimum slope of 0.005 observed. IT/ "K r N/A
2. Natural watercourses are placed in closed r OK IT/N/A
conduits for flows less than 80 cfs.
3. Storm drain calculations submitted and correspond r OK VN/A
with plans.
4. Water directed into inlet does not reverse the r OK ��/A
direction of flow.
5. Minimum centerline radii of pipe checked.
Beveled RCP lengths specified(bevel one or both r OK rr7N/A
ends)and stationing of EC and BC indicated.
6. Outlet protection for closed conduits or lined r OK ri/N/A
channels provided.
7. 2'minimum cover over pipe observed(provided r OK N/A
manufacturer specs does not require more)unless
special design and calcs.
8. Design Q shown on pipe profile. r OK Fr/N/A
r OK r7/N/A
9. Minimum cleansing velocity of 2 FPS with half
design flow observed.
10. 18"minimum pipe size. r OK IT/N/A
1 U SD /2710il:0
E. CHANNELS
1. Maximum velocity in earth channel verified by r OK N/A
soils report-minimum velocity 3 FPS.
2. Improved earth channel side slopes shown to be
2:1 or less steep as specified by soils report. r OK N/A
3. Lined channel side slopes as specified by soils r OK N/A
report.
4. Areas noted to be cleared of structures,trees, r OK N/A
brush,and debris within natural channel and
watercourses.
J:\FORMS\Templates\Land Development\Street Improvements\Checklist for Street Improvement Plans STATIC form2.pdf
Rev.1/12 Page 6 of 6
STREET IMPROVEMENT PLANS - OFF SITE INDEX OF DRAWINGS
F. TITLE SHEET
GENERAL NOTES PROJECT ADDRESS: 1075 FLORENCE WAY TITLE SHEET ,
w
ABBREVIATIONS PLAN OF- SUNNYOAKS--AVE-
2 8
g I. ENCROACHMENT "T 2013-XXXXX CITY STANARD DETAILS OBTAIN AN ENCROACHMENT PERMIT FROM TRIP,CITY OF l'AYYBFJL PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT NO.:BEFORE.PERFORMING ANY WORE WITHIN THE PUBLIC RIGHT-OF-WAY.MAINTAIN A COPY OF THE AB AGGREGATE BASE
/ 3
8 PRRYIT ON THE JOIC SITE AT ALL TIMES. 0Dz.o6 AC ASPHALT CONCRETE BLUEPRINT FOR A CLEAN BAY
. WORK CONI+ORMANCE REQUIREMENTS BC`V BC BEGIN CURVE
$ AU.WORK SHALL CONFORM TO THE ENCROACHMENT PERMIT,THESE PUNS,AND THE CITY OF •\` BCR BEGIN CURB RETURN SHEET 3 OF THESE STREET IMPROVEMENT PLANS TITLED
F CAMPBELL STANDARD SPECIFICATIONS AND DETAILS FOR PUBLIC WORKS CONSTRUCTION.'DATED \\\ aloe BUILDING "BLUEPRINT FOR A CLEAN BAY", WAS PREPARED PURSUANT TO
JULY 1994.AND OTHER SPECIFICATIONS REFERENCED THEREIN. ^ /'r A �
E. 3. WORK IN PUDuc RAW OF- WAY 0 Ml C A �` BOT BOTTOM of PIPE CHAPTER 14.02 OF THE CAMPBELL MUNICIPAL CODE.
e fr THESE MANY ONLY APPROVE.WORK WITHIN THE PUBLIC STREET RIGHT-OF-WAY AND PUBLIC 17 J� BRC BACK OF ROLLED CURB IT ESTABLISHED REQUIREMENTS FOR STORM WATER POLLUTION
gE EASEMENTS.SEPARATE PLAN APPROVALS AND PERMITS ARE REQLIRED FOR INSTMJATION OE ANY OW BACK Of WALK CONTROL AND IS MADE A PART OF THESE PLANS BY REFERENCE.
PUBLIC LTIUTY FACILITY. ,�
CL CENTERLINE
L cf
1._Cc4NTRAsoRRESP�R1RiiI ES ti op° O Co �' QQQ CONC CONCRETE
5'�' TXE CONTRACTOR AGREES THAT HB/SHE SXAII.ASSUME SOUP.AND COYYISTE HGSPONSIBWTY FOR l '�O •O A CSD CAMPBELL STANDARD OCTAL LEGEND
-- JOB SITE CONDITIONS DURING THE COURSE OF THE WORK.INCLUDING SAFETY OF ALL PERSONS AND C.J
gb PROPERTY:THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT HE LIMITED TO NORMAL. ��O d v DU DIAMETER
WORKING HOURS,AND THAT THE CONTRACTOR SNAIL DEFEND,INDEMNIFY.AND HOLD TAR CITY.ITS •oo P OW DRIVEWAY ELEVATION
c.c OFFICERS,EMPLOYEES AND VOLUNTEERS HARMLESS FROM ANY AND ALL IJAHIUTY,HEAL ON d• p' �-- OWE DRNEWAY EXISTING PROPOSED
El.' AUEGED,IN CONNECTION WITH PERFORMANCE OP THE WORK,EXCEPTING UAHILITY ARISING FROM .(? O° . 0 e- Cam.
E THE NEGLIGENCE OF THE CITY,ITS OFFICERS,EMPLOYEES AND VOLUNTEERS. 6 . )(BPD • S`' (E) EXISTING m
e$ , GEOTECHNICAL($ou)_RF.PORT ( '�' EC END CURVE SIDEWALK, __-. _._ --.-....__. tip' o m
Ee CEl1TECHNICAL CONDITIONS ARE IDENTIFIED IN A REPORT ENTITLED _ - ECR END CURB RETURN CURB AND GUTTER ''
£ THE REPORT IS FOR INFORMATION ONLY. '� ^ ,
b ��a �� ( am EX EXISTING�N CENTER LINE - _--- - _ i ,k,",,;
10 P ��. -J FC FACE OF CURB PROPERTY LINE —EL'— --- —E— ----- -' o T'
g.A 6. PROGRESSIVE-SCIIEDULE (�J FF FINISH FLOOR
PRIOR TO CONSTRUCTION,SUBMIT TO THE CITY ENGINEER A DETAILED PROGRESS SCHEDULE Q Il^}J ^Sl �I� q�I EDGE OF PAVEMENT • J ---->ti
SHOWING PRIMARY COMPONENTS OF WORK. <[C r i(,Y Q FG FINISH GRADE
7. UNDERGROUND SERVICE ALERT . C. PH FIRE HYDRANT DRIVEWAY . k e
STATE LAW REQUIRES CONTRACTOR TO CONTACT UNDERGROUND SERVICE ALERT AT eW-22T-2600 FT FL FLOWLINE ASPHALT CONCRETE I
AT LEAST 48 HOURS PRIOR TO COMMENCING ANY EXCAVATIONS.FAILURE TO COMPLY'MAY RESULT CITY OF' CAMPBELL -I IN SUBSTANTIAL PENALTIES.0 UNDERGROUN Cj3)
D STRURES GS GROUND SHOT ELEVATION
el THE EXISTENCE AND LOCATIONS OF UNDERGROUND STRUCTURES SHOWN ON THESE PLANS WERE DEPARTMENT OF PUBLIC WORKS / INV INVERT PCC OR AC REMOVAL €
OBTAINED BY ASEARCH OF AVAILABLE RECORDS. TO THE AVAI'OF OUR ECAUEDGE THERE ARE
IRR IRRIGATION Q u
I
8 STANDARD CITY MONUMENT ❑ a m
NO EXISTING FACILITIES EXCEPT AS SHOWN. CONTRACTOR.SHALL TAKE.PRECAUTIONARY
JP JOINT POLE
MEASURES EXPLORATORY TO EXCAVATIONS,NUS,SUBSTRUCTURES,EXISTING
INGTUND SHOWN D ACE.PLANS E NOT,MAKE - -LY LF LINEAR FEET BENCH MARK '!? 0 !Ili
.Y OF CAMPBELL MAEES NO CLAIMS OF THE ACCURACY OR COMPLETENESS OF THE ITIIJTIES SHOWN- -- i LIP LIP OF GUTTER MANHOLE O �7Nm 0"T
MEAD
AND PERMIT LOCATE EX T UNDERGROUND PINS FACULTIES SSAkTCIP.N HE
AHEAD OF CONSTRUCTION TO REVISIONS TO THESE PLANS WHEN NECESSARY THE CITY
CJ� SAN LOL LAYOUT UNE STORM DRAIN INLET ® ,. ,z,
!b S?.-TRAFFIC.Q.NTRQI,PLAN SAN i JOSE LT LEFT TURN Z
° PREPARE,SUBMIT TO THE CITY ENGLNEER FOR APPROVAL AND IMPLEMENT TRAFFIC CONTROL
JOSE / �r WATER METER ® �NW
E PLANS AS REQUIRED IN THE STANDARD SPECIFICATIONS.PROVIDE AND MAINTAIN AIL NECESSARY � • .AYHE A MAX MAXIMUM
ryJ1.0
E X TEMPORARY TRAFFIC CONTROL DEVICES.TO ENSURE SAFE PEDESTRIAN AND VEHICULAR ACCESS / }� III'•� MIN MANHOLE VALVE !�
g THROUGH AND AROUND THE OOH SITE.AND AS DIRECTED BY THE CITY ENGINEER. NOTIFY THE. IF' (ME) MATCH EXISTING ELEVATION FIRE HYDRANT Sl p 0
POLICE DEPARTMENT DAILY OP LANE CLOSURES OR DETOURS WITHIN ROADWAYS.PROVIDE A T1 'C'
/]�J
24 110110 EMERGENCY RESPONSE TELEPHONE NUMBER TO THE CITY ENGINEER t,;�♦� 11 I \ MINIMUM STREET LIGHT {�-• `J
pl. III ERQSION,_DUST.AND DRAINAGE CONTROL. ` 1 MAIN MONUMENT EH
--L--. N.I.C. NOT IN CONTRACT POWER POLE 0
PROVIDE TEMPORARY EROSION,DUST,AND DRAINAGE CONTROL MEASURES DURING CONSTRUCTION. •
0 FOLLOW BEST MANAGEMENT PRACTICES AS RECOMMENDED HI SANTA CLARA COUNTY NON-POINT .�' "� I \IMA
t O.C. ON CENTER PULL BOX ® aill
SOURCE POLLUTION CONTROL PROGRAM.PRIOR TO CONCRETE SAWCUTTING OR WASHING,PUCE ,�,, CIG ORIGINAL GRADE
Ti Zti FILTER FABRIC MATERIAL IN THE FLOW UNE OF GUTTERS TO RETAIN DEBRIS AND TO PREVENT .I .`� �.■ ���� V./�: CABLE TELEVISION LINE TV
DEBRIS FROM ENTERING THE STORY DRAIN SYSTEM. PICK UP,SWEEP OR VACUUM,AND DISPOSE J A1 Wv •• NE —•I I P PAVEMENT ELEVATION
OF EXCESS SOIL AND DEBRIS FROM THE SITE OBTAIN PERMITS AND PAY FEES REQUIRED TO M,_ ,mss :'-�,NW � - PAY PAVING ELECTRICAL LINE E
�x DISPOSE OF EXCESS MATERIALS 1R��1:!SRG E IR
o I I,PROTECTION AND REP AIM OF_IMPROVE�(RNT$.RND_UTILI71k:S E�Um= . ._ \ PB PULL T HER IRRINATURAL LINE G
PCC PORTLAND CEMENT CONCRETE NATURAL GAS LINE G
B1; TAKE PRECAUTIONARY MEASURES NECESSARY TO PROTECT PROM DAMAGE AU.EXISTING -��
� �W� IF, ! L7 PRC POINT OF REVERSE CURIE
E IMPROVEMENTS AND UTILITIES WHICH ARE TO REMAIN IN PIECE EXPEDITIOUSLY REPAIR IN KIND YII,I . S / OVERHEAD LINE OH
�' IMPROVEMENTS AND UTILITIES REMOVED OR DAMAGED BY TOE CONTRACTORS OPERATIONS. a .I[ SAN PVC POLYVINYL CHLORIDE
s et . es 1 JOSE R RADIUS SANITARY SEWER LINE SS -- Q
✓F 12. INCONSISTENCIEN BETWEEN 1 LENS AND.FIELD CQN� -I
. TIONS I �t `I
4 NOTIFY THE CITY ENGINEER IMMEDIATELY OP ANY INCONSISTENCIES BETWEEN THESE PLANS AND (J Y {`F 3 �,i���� RCP REINFORCED CONCRETE PIPE STORM DRAIN UNE SD--
ACTUAL FIELD CONDITIONS. NO DEVIATION FROM THESE PIANO IS PERMITTED WITHOUT WRITTEN tla� Wi RT RIGHT TURN
eo g APPROVAL OF THE CITY ENGINEER. - �E !W' IsrriE TELEPHONE LINE T ------- M
W •. i�iJ L R/W RIGHT-OF-WAY
's° I). CONSTRUCTION STAKING , SCCFo SANTA CLARA COUNTY WATER UNE w - e•A
" SUBMIT TWO SETS OF CONSTRUCTION STAKING CUT SHEETS TO THE.CITY RNGINEEk PRIOR TO \ J i E, = �1\ FIRE DEPARTMENT C
E INSPECTION OF WORK REQUIRING STAKING. , Fp1110 1 WM� CW TRAFFIC SIGNAL CONDUIT TS
IS INSTALLATION or UNDERGROUND LITRES `(1. SD STORM DRAIN
G CNt
S E INSTAL.AU.UNDERGROUND UTILITIES IN PAVED AREAS PRIOR TO STARTING WORK ON NEW !K SJWC SAN JOSE WATER COMPANY LIGHTING CONDUIT L
P' STA STATION ae 0
8 E STREET STRUCTUNAi.SECTIONS OR OVERLAYS. LOS - _ J ROADSIDE SIGN & SIGN CODE - T R1 •z
-b SARATOCA STD STANDARD
F- (5. IRRIGATION 4INOSS.IN PUD�L.C RIGHT- OF- WAY GATOS v N SS SANITARY SEWER FENCE ----- - - - --+ • E'" liC
E"I
3s REMOVE,PLUG OR RELOCATE EXISTING IRRIGATION LINES WITHIN THE PUBLIC RIGHT-OF-WAY AS VICINITY MAP SSMN SANUARY SEWER MANHOLE z e-.
E DIRECTED BY THE CITY ENGINEER. REMOVE ABANDONED IRRIGATION LINES WITHIN I2 INCHES OP TREE/SHRUB O E4 W W
•n THE GRADING PLANE. SW SIDEWALK r_, X U a
e, is.GRADE UNIMPROVEDAREASS TO CONFORM T TREE r W W Z W
u3 GRADE UNIMPROVED AREAS ADJACENT TO NEW CURBS,GETTERS AND SIDEWALKS TO CONFORM TO TC TOP OF CURB // �Wy a
NEW IMPROVEMENTS AND TO PROVIDE FOR SAFETI'.4ND DRAINAGE. TD TRENCH DRAIN r / M•�y C4
EF 17. STREET LIGHTSR�C�IV. T^ Oy
27 NEW STREET UGHTS SHAD.BE 240 VOLT. PG&E REQUIRED PEES,PERMITS,INSTALLATIONS AND TEMP TEMPORARY Vl ai O H
INSPECTIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR `t PROVIDE A COPY OF PG&E TOP TOP OF PIPE OCT 28 2013 p.., '- Z
fit RECEIPTS. \TYP TYPICAL W ,C �y
Fi
g a ,LoRYEY.REFERENCE_POINTS AGENCY INDEX WF WOOD FENCE P°YC Works AOmuusua,...
e" Ln x
PROTECT,OR RESTORE HY A LICENSED LAND SURVEYOR OR CIVIL ENGINEER,SURVEY MONUMENTS WV WATER VALVE E-4 N
v. AND BENCHMARKS DAMAGED OR DEMOTED DURING CONSTRUCTION.FILE CORNER RECORD OR SANTA CLARA COUNTY FIRE DEPARTMENT (408) 378-4010 Q V
RECORD OP SURVEY AS REQUIRED. 1-'1 W d
CITY OF CAMPBELL - PUBLIC WORKS (408) 866-2150 es•- 1-800-227-2 E-" Fr=V7 ,-1 0
19..AS BUILT I'I.ANB CITY OF CAMPBELL - POLICE (408) 866-2121 pORE 4"^I I:4
SUBMIT AS BUILT PLANS ON MYIARS.SIGNED BY THE ENGINEER OF WORK AND ACCEPTABLE TO )'(� &... U
€E THE CITY ENGINEER.PRIOR TO FINAL ACCEPTANCE. SBC TELEPHONE (408) 811-3900 '...>"C'5E- Z
C PACIFIC GAS & ELECTRIC (408) 973-8980 W
8 a 22.TRUCK ROUTE v
i IIGNP,TRUCK ROUTE SHALL BE SFF�erNa�tK.L1.1T SAN JOSE WATER COMPANY (408) 279-7900 GENERAL APPROVAL. NOTE: SEAL OF ENGINEER OF WORK:
Kt, SANTA CLARA VALLEY WATER DISTRICT (408) 265-2600 P` APPROVAL OF THESE PLANS DOES NOT RELIEVE THE DEVELOPER/ I HEREBY DECLARE THAT I All THE ENGINEER OF WORK FOR THIS PROJECT.
rL COMCAST CABLE TELEVISION (408) 452-9100 G,J, 4P I'ERYITTRE OP THE RESPONSIBIITY FOR CORRECTION OF MISTAKES. THAT I HAVE EXERCISED RESPONSIBLE.CHARGE OVER THE DESIGN OF THE
P WEST VALLEY SANITATION DISTRICT (408) 378-2407 }'• ,,r,! ERRORS.ON OMISSIONS CONTAINED THEREIN.IF.DURING THE COURSE PROJECT AS DEFINED IN SECTION 6709 OF THE BUSINESS AND PROFESSIONS
�'PoUND SE1N . Of'CONSTRUCTIOK,PUBLIC INTEREST REQUIRES A MODIFICATION OP CODES.AOD TILAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
THESE PLANS.OR THE STANDARD SPECIFICATIONS AND DETAILS OF THE. 0
a
1_800_227-26 CITY OF CAMPBELL,THE CITY ENGINEER SHALL HAVE THE AUTHORIT. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS a
- TO REQUIRE SUCH MODIFICATION AND TO SPECIFY THE MANNER IN BY T CITY OF CAMPBELL IS CONFINED TO A REVIEW ONLY AND DOES NOT
E 2 HE WHICH THE SANE IS TO BE CONSTRUCTED.AT NO COST TO THE CITY. RELIEVE ME,AS ENGINEER OF WORK,OF MY RESPONSIBILITIES FOR PROJECT `i
E DESIGN. r, V 04
5
8 BASIS OF BEARINGS' APPROVED FOR IMPROVEMENTS WITHIN THE PUBLIC
° THE BEARING. SOUTH 1 11' 00" EAST, OF THE CENTERLINE OF DELL AVENUE BETWEEN RIGHT-OF-WAY AS DESIGN ONLY BASED UPON INFORMATION A l e e
o� 2•THE FOUND MONUMENENTS SOUTHERLY OF SUNNYOAKS AVENUE, AS SHOWN ON TI-OAT SUBMITTED HEREON. � 'o+^
CERTAIN PARCEL NAP RECORDED IN BOOK 226 OF MAPS AT PAGE 17. SANTA CLARA ' U.
COUNTY RECORDS, WAS USED AS THE BASIS OF ALL BEARINGS SHOWN ON THIS MAP. ,;�SC a
ISignature P.F CAE
E1ENCHMARK'Pt '�� 4'+ SCALE:
Y CITY OF CAMPBELL BN 671 Pr1°t No.023770 N.T.S.
S SW CORNER OF OLD CAMDEN AVENUE, EASTERLY OF DELL AVENUE Carroll Engineering.Inc.
1101 So.Winchester Blvd.,Ste.H-IRA PROJECT NO. 1860
OFF—RAMP FROM NORTHBOUND SAN TOMES EXPWY. Michelle Y.Quinney,P.E. Date San Jose,California 05128 EXp.12/31/13.
§8 ELEVATION= 223.646' DATUM, NGVO 1929 City Engineer Telephone 408-28I-9800 ; CIVIL ; SHEET:
11_ City of Campbell .�
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Doris Quai Hoi
From: Bob Siudzinski
Sent: Wednesday, November 27, 2013 9:29 AM
To: Doris Quai Hoi
Cc: Vince Huppe
Subject: RE: Land development - Street Trees Required 1075 Florence Way
15 gallon Pyrus calleryana"Aristocrat" is a good fit for this area.
Bob
From: Doris Quai Hoi
Sent: Wednesday, November 20, 2013 1:52 PM
To: Bob Siudzinski
Cc: Diana Johnson
Subject: Land development - Street Trees Required 1075 Florence Way
Hi Bob,
I have another Land Development Project that we have required the applicant to install 3 street trees.
The trees will be installed in tree wells. There will not be a park strip, just a brand new 10ft sidewalk.
Can you identify the TYPE and SIZE of the 3 street trees to be installed please. They will front
Sunnyoaks Avenue.
Let me know if you need any other information. Thanks.
Sincerely,
Dor iik
Doris C.Quai Hoi I Assistant Engineer
City of Campbell I Public Works Dept.
gdorisah@cityofcampbell.com
X408.866.2157 1408.376-0958
70. N. First Street I Campbell,CA 95008
www.CityofCampbell.com
11/27/2013
ESTIMATE OF PROBABLE
CONSTRUCTION COST
Off-Site Improvements for Sunnyoaks Ave
Carroll Engineering, Inc.
1075 Florence Way Job# 1860
Date 10/22/13
ITEM # DESCRIPTION QUANTITY UNITS UNIT COST TOTAL
1 Rough Grading 977 SF 2 1954
2 Remove Curb and Gutter 29 SF 7 203
3 New Sidewalk 808 SF 12 9696
4 New Driveway 169 SF 14 2366
5 New Curb and gutter (At Driveway) 29 LF 45 1305
6 12" SD Lateral including street repair 54 LF 210 11340
7 Treewell amd Tree 3 EA 448 1344
8 0
9 0
10 0
11 0
12 0
13 0
14 0
15 0
16 0
17 0
18 0
19 0
20 0
21 0
22 0
23 0
24 0
25 ""� 0
26 OCT 28 2013 0
27 0
28 Public Works Adir;,,;,;;; 0
29 0
30 0
31 0
32 0
33 0
34 0
35 0
36 0
37 0
38 0
0
Subtotal 28208
10% Mobilization plus 10% Contingency Markup 5642
GRAND TOTAL 33850