HomeMy WebLinkAbout2062 STREET IMPROVEMENT GENERAL NOTES STREET TREE NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLAN AND HILLSIDE RD. 1. STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS.
THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE CITY OF NCHO CUCAMONGA
STANDARD SPECIFICATIONS OF PUBLIC WORKS CONSTRUCTION '
(THE GREEN BOOK), CURRENT EDITION, INCLUDING ITS ANNUAL WILSON AVE. a 2. PRIOR TO THE COMMENCEMENT OF ANU PLANTING,AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED
a TO THE CITY INSPECTOR.ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL
SUPPLEMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND
RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND z
SOIL AMENDMENTS,AS DETERMINED BY THE CITY INSPECTOR.
STREET IMPROVEMENT PLANS
SPECIFICATIONS. off' 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION.
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2. A PERMIT FROM THE CITY OF RANCHO CUCAMONGA DEPARTMENT w Pf�LlECT LOCA 711AM
OF PUBLIC WORKS WILL 8E REQUIRED PRIOR TO ANY 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENTS PLAN ONLY.
ENCROACHMENT, CONSTRUCTION OR EXCAVATION WITHIN THE BANYAN ST.
CITY RIGHTS-OF-WAY OR EASEMENTS. a �' �I-- -- -t -- -- --- -- - -- -- - - - - -- i' -- -- - --
�` STREET TREE LEGEND
LEMON AVE. z
3. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR i HEED i �r t r 1 -z__s ti__r _,- f T i' i STREET NAME BOTANICAL NAME COMMON NAME SIZE MINIMUM SPACING QUANTITY
I J i GROW SPACE
ETC.
POWER POLES,WATER METERS,VALVES, HYDRANTS, t
SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE LIMITS OF
I
THIS DEVELOPMENT OR IN ADJACENT AREAS WHERE 1_210 FREEWAY '\ ___- - `-�-` " __. _ - I - _ P I BANYAN ST. LAGERSTROEMIA INDICA CRAPE MYRTLE 24' BOX 3' 20' O.C. 15
IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED OR , - ----- =-�- - - - I Ij j "MUSKOGEE'
RELOCATED AT CONTRACTORS EXPENSE AND AT NO COST TO s ! I
THE CITY OF RANCHO CUCAMONGA. IT SHALL BE THE OWNER'SBANYAN STREET y - _ -_ � ___-- --_-__-
RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED. i wi J r mm - I`W
VICINITY MAP - _ T
4. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT, - �- ;i I Z i I
W 0,
X7,
DIKES, CURBS ANDIOR CURB AND GUTTER THE CONTRACTOR N.T.S. -
SHALL DILIGENTLY PURSUE THIS PORTION OF WORK UNTIL I
COMPLETION.
SHEET INDEX I
1T, 7 Q �
5. EXISTING STREETS WHICH WILL REQUIRE RECONSTRUCTION Z
SHALL REMAIN OPEN FOR TRAFFIC AT ALL TIMES WITH ADEQUATE I I I
DETOURS DURING ACTUAL CONSTRUCTION. DESCRIPTION SHEET - - -;-j - - - - - - - - - - - -- - - -- -- - -- - - -
iJ
BANYAN
CL
6. IF ASPHALT CONCRETE IS TO BE PLACED DIRECTLY ON TITLE SHEET 1 I j . I �° �, 33'
l
SUB-GRADE OF ROAD OR DRAINAGE FACILITIES,A SOIL STERILANT BANYAN STREET IMPROVEMENTS 2 � � i I ; "t r L, w 22' 11
REGISTERED BY THE E.P.A. FOR USE UNDER AC AND PCC SHALL HAVEN AVENUE IMPROVEMENTS 3
BE UNIFORMLY APPLIED AT THE MANUFACTURER'S STREET CROSS SECTIONS 4 �� 114' 6'
RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO HAVEN AVENUE STRIPING PLAN 5 ------ - ---- --- - ; I I 18' )
PAVING. I I I �' EXISTING EDGE 8.5' 4'
OF PAVEMENT
7. AT THE COMPLETION OF ROUGH GRADING,A MATERIALS REPORT CONTRACTOR'S RESPONSIBILITY FOR SAFETYAND THE PROPOSED STRUCTURAL SECTION SHALL BE SUBMITTED _ I I I 1 -�'
I , w
BY THE ENGINEER TO THE CITY OF RANCHO CUCAMONGA PUBLIC IN SUBMITTING A BID FOR THIS WORK, THE CONTRACTOR �_- i � �+" � , i i EXISTING U Z
AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE I j ( PAVEMENT
WORKS DEPARTMENT, FIELD ENGINEERING DIVISION, PUBLIC I I I
WORKS PERMIT SECTION, FOR REVIEW AND EVALUATION BY THE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE / I I VARIES 2% 2°Jo
- -
COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING -
PAVEMENT MANAGEMENT SECTION. THE SUBMITTAL SHALL
SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS
INCLUDE A PIAT SHOWING THE LOCATION OF SAMPLING,A � I
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE i ^ ✓ I % --
TABULATION OF SIEVE ANALYSIS AND TEST DATA SHEETS FOR ALL r ✓ , a.
R-VALUE TESTS PERFORMED, INCLUDING EXPANSION PRESSURE LIMITED TO NORMAL WORKING HOURS; THAT THE /% ; �°"'° ! I I 4 20
READINGS. APPROVAL WILL BE GIVEN WHEN ALL STRUCTURAL
CONTRACTOR SHALL DEFEND INDEMNIFY AND HOLD THE
SECTION REQUIREMENTS HAVE BEEN MET. OWNER, THE ENGINEER AND THE CITY OF RANCHO
CUCAMONGA HARMLESS FROM ANY AND ALL LIABILITY, REAL I i BANYAN STREET- TYPICAL CROSS SECTION
OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF �, r� , I I N.T.S.
8. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION,TRENCH / ,
___ __ _____ ___ ___ _ ____ I__ ___ _ _, T.I. =7
BACKFILL, COMPACTED ORIGINAL GROUND AND ALL SUB-GRADES WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING _
SHA!!BE PERFORMED AT NO COST TO CITY OF RANCHO FROM THE SOLE NEGLIGENCE OF THE OWNER, THE ENGINEER,
CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION OR THE CITY OF RANCHO CUCAMONGA. `�\ F1FFFFFFFFFFFf I 1 \
I
TESTS SHALL BE SUBMITTED TO THE CITY OF RANCHO I Ii
CUCAMONGA PUBLIC WORKS DEPARTMENT, FIELD ENGINEERING ALL CONTRACTORS AND SUB-CONTRACTORS PERFORMING
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WORK SHOWN ON OR RELATED TO THESE PLANS SHALL I I Ili I R/VU HAVEN AVENUE
DIVISION, PUBLIC WORKS PERMIT SECTION, FOR APPROVAL PRIOR VARIES FROM 68.86 TO 68.91
CONDUCT THEIR OPERATIONS SO THAT EMPLOYEES ARE 1
TO PLACEMENT OF BASE MATERIALS AND/OR SURFACING. VARIES FROM
PROVIDED A PLACE TO WORK AND THE PUBLIC IS PROTECTED. \
9. PRIOR TO THE INSTALLATION OF ANY PAVING,A MATERIALS ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY �- 19.86'TO 19.91' 4T
REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING WITH THE"OCCUPATIONAL SAFETY AND HEALTH
REGULATIONS OF O.S.HA.AND WITH CONSTRUCTION SAFETY \
I
ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY R-VALUE, '� �� VARIES* 6' 12.0' 4'
SIEVE ANALYSIS,AND SAND EQUIVALENT OF AGGREGATE BASE. ORDERS'. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN
ANY WAY FOR THE CONTRACTOR'S OR SUBCONTRACTORS
10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE COMPLIANCE WITH SAID REGULATIONS AND ORDERS. I r W EXISTING
AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL ' 1 �' Z EXISTING MEDIAN
i I Q PAVEMENT
SECTIONS PRIOR TO CONSTRUCTION OF THE STRUCTURAL \ - - � ! ! I 2% 2% 3
SURVEY MONUMENT NOTE: , �1, „ >_ - - VARIES
SECTIONS. .,.r -� I
SURVEY MONUMENTS THAT EXIST AS SHOWN ON RECORDED �_ - -� ,
11. THE CITY OF RANCHO CUCAMONGA APPROVAL DOES NOT �. _ -___ --�-= - - '1 i - -� f- - �= - - ---=---_�-'�--- - I I 4
INCLUDE WATER OR SEWER SYSTEM OR ESTIMATE OF MAPS, HIGHWAY MAPS OR POINTS THAT PROVIDE SURVEY L SHEE'
CONTROL WITHIN THE CONSTRUCTION AREA SHALL BE I !t l -- 2 *REFER TO CROSS SECTIONS
QUANTITIES. ��
LOCATED AND REFERENCED OUT BY A LICENSED LAND •-- - -- - �--- ---- -`-j- T- --�-- - *' �-r I-� -- ( �' i t+
SURVEYOR OR REGISTERED CIVIL ENGINEER AUTHORIZED TO
12. ALL SEWER,WATER, ELECTRIC, GAS, PHONE,OR OTHER UTILITY (
LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRACTICE LAND SURVEYING),AND CORNER RECORDS SHALL HAVEN AVENUE - TYPICAL CROSS SECTION
PRIOR TO PAVING. 8E FILED WITH THE COUNTY SURVEYOR PRIOR TO THE START INDEX MAP N.T.S.
OF CONSTRUCTION. THESE CORNER RECORDS SHALL
DESCRIBE THE MONUMENTS FOUND WITH TIE DISTANCES TO CONSTRUCTION NOTES QUANTITIES T.I. =9
13. THE PRIVATE ENGINEER IS RESPONSIBLE FOR ASSURING THE REFERENCE POINTS FOR RESETTING OF THE SURVEY SCALE; 1r=50�
ACCURACY AND ACCEPTABILITY OF THE WORK HEREON. IN THE MONUMENT. WHEN CONSTRUCTION IS COMPLETED
EVENT OF DISCREPANCIES ARISING DURING CONSTRUCTION, THE MONUMENTS SHALL BE SET AND CORNER RECORDS SHALL BE PLACE 4'AC PAVEMENT OVER 4"CRUSHED. . . . . . . . . . . . . .2,430 SF
PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AGGREGATE BASE PER CITY STD. 100-A
AN ACCEPTABLE SOLUTION AND REVISE THE PLAN FOR APPROVAL FILED WITH THE COUNTY SURVEYOR SHOWING THE NEW 2 PLACE 5'AC PAVEMENT OVER 6"CRUSHED. . . . . . . . . . . . . . .670 SF AGENCY/UTILITY CONTACT LIST R/VN HAVEN AVENUE
BY THE CITY OF RANCHO CUCAMONGA. MONUMENTS. AGGREGATE BASE PER CITY STD. 100-A LEGEND VARIES FROM 66.86'TO 66.91'
O3 --SAWCUT AND REMOVE EXISTING AC PAVING AND AC . . . . . . . . .760 LF SOUTHERN CALIFORNIA CUCAMONGA VALLEY VARIES FROM
14. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENGINEER'S NOTICE TO CONTRACTOR BERM AC ASPHALTIC CONCRETE GAS COMPANY WATER DISTRICT 119.86'TO 19.91' 47'
NOTIFY THE ENGINEER PRIOR TO ANY STREET REMOVAL 44 CONSTRUCT 8'PCC CURB AND GUTTER,TYPE A2-8 . . . . . . . . . .430 LF 216 NORTH EUCLID AVENUE 9641 SAN BERNARDINO ROAD
OPERATIONS BY THE CONTRACTOR SO THAT THE ENGINEER MAY THE EXISTENCE AND APPROXIMATE LOCATION OF ANY PER CITY OF RANCHO CUCAMONGA STD. 104 BC BEGIN CURVE ONTARIO, CA 91761 RANCHO CUCAMONGA, CA 91730 VARIES 6.5 11.0 4
TIE OUT EXISTING MONUMENTS. UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE O5 -CONSTRUCT COMMERCIAL DRIVE APPROACH PER. . . . . . . . . . . .2 EA BCR BEGIN CURB RETURN (800)427-2000 (909) 2591 F
PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE CITY OF RANCHO CUCAMONGA STD. 101,TYPE "C', CF CURB FACE 2' ? EXISTING EXISTING
15. CURB AND GUTTERS SHALL BE SO CONSTRUCTED THAT A RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO WIDTH AS SHOWN COMCAST VERIZON I v�IJ PAVEMENT
IAN
MINIMUM OF PONDING OCCURS; SECTIONS HAVING GRADIENT OF EXISTING UTILITIES OR STRUCTURES EXCEPT AS SHOWN ON �-PROTECT IN PLACE AND ADJUST TO GRADE EXISTING. . . . . . . . . .4 EA CL CENTER LINE 1205 DUPONT STREET 1400 E. PHILLIPS BLVD. 2% 3
0.50%OR FLATTER SHALL BE WATER TESTED IN THE PRESENCE THESE PLANS. THE ENGINEER ASSUMES NO LIABILITY AS TO STRUCTURE ONTARIO,CA 91762 POMONA, CA 91766 f 2% VAS
OF THE INSPECTOR IMMEDIATELY PRIOR TO ACCEPTANCE. THE EXACT LOCATION OF SAID LINES NOR FOR UTILITIES OR Q)_CONSTRUCT 4'PCC SIDEWALK PER CITY OF RANCHO. . . . . . . 400 SF (E) EXISTING (909)983-9895 (800)483-4000 g' I
SECTIONS WHICH HAVE WATER PONDING MORE THAN 6-INCHES IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CUCAMONGA STD. 114 EC END CURVE
WIDE OR MORE THAN 4-FEET LONG SHALL BE SAWCUT AND CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL 8�CONSTRUCT BUS BAY PER CITY OF RANCHO. . . . . . . . . . . . . . . .1 EA METROPOLITAN MARKS CABLEVISION 20
ECR END CURB RETURN WATER DISTRICT 10808 FOOTHILL BLVD.#120 8 2
REMOVED IN LENGTHS NOT LESS THAN 4-FEET AND REPLACED TO UTILITY AND IRRIGATION COMPANIES PRIOR TO EXCAVATION CUCAMONGA STD. 119, MODIFIED FOR REDUCED * REFER TO CROSS SECTIONS
REDUCE PONDING TO THE MAXIMUM SPECIFIED. WORK TO DETERMINE EXACT LOCATION OF ALL LINES FRONTAGE FL FLOWLINE 700 NORTH MORENO AVENUE RANCHO CUCAMONGA, CA 91730
AFFECTING THIS WORK,WHETHER OR NOT SHOWN HEREON, O9 -CONSTRUCT 8"PCC CURB ONLY PER CITY OF. . . . . . . . . . . . . .220 LF LA VERNE, CA 91750 (909)987-6275(909)880-0222 HAVEN AVENUE - TYPICAL BUS STOP CROSS SECTION
16. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH AND FOR ANY DAMAGE OR PROTECTION OF THESE LINES. RANCHO CUCAMONGA STD. 104 FS FINISHED SURFACE (909)593-7474 N.T.S.
CONSISTS OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE 10 INSTALL STREET LIGHT, 9500 LUMEN H.P.S.V. BY. . . . . . . . . . . . . .2 EA LF LINEAR FEET(MEASURED HORIZONTALLY) T.I. =9
PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO S.C.E., PAID FOR AND COORDINATED BY THE PCC PORTLAND CEMENT CONCRETE
THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE UNDERGROUND SERVICE ALERT(U.SA.)PHONE 1-800-227-2600 DEVELOPER PROJECT LOCATION LEGAL DESCRIPTION
FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN TWO WORKING DAYS PRIOR TO DIGGING. NO CONSTRUCTION 11 INSTALL STREET LIGHT, 5800 LUMEN H.P.S.V. BY. . . . . . . . . . . . . .I EA R RADIUS
THE NATIVE MATERIAL. PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE S.C.E., PAID FOR AND COORDINATED BY THE SOUTHWEST CORNER OF APN 201-82-51
VALID INVOLVING UNDERGROUND FACILITIES UNLESS THE DEVELOPER RT RIGHT HAVEN AVE AND BANYAN
17. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY APPLICANT HAS AN INQUIRY IDENTIFICATION NUMBER ISSUED 12 STREET TREES SHALL BE INSTALLED PER NOTES AND. . . . . . . . 15 EA R/W RIGHT-OF-WAY STREET
FOR THE CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR BY U.SA. LEGEND ON SHEET 1 Sc SAWCUT RANCHO CUCAMONGA, CA
SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION 13 INSTALL 18'RCP STORM DRAIN, D-LOAD 1500. . . . . . . . . . . . . . 34 LF
QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK 14 CONSTRUCT JUNCTION STRUCTURE PER CITY OF . . . . . . _ . . . 2 EA TC TOP OF CURB DESCRIPTION OF REVISION DATE CITY
REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED EXISTING SURVEY MONUMENTATION RANCHO CUCAMONGA STD. 328 ARCHITECT PROPERTY OWNER APPROVED
IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS 15 CONSTRUCT CONCRETE COLLAR PER CITY OF. . . . . . . . . . . . . 2 EA TSPB TRAFFIC SIGNAL PULL BOX WLC ARCHITECTS SHEPARD OF THE HILLS CITY O F RANCHO CUCAMONGA
INCLUDED IN THE OTHER ITEMS OF WORK. I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY RANCHO CUCAMONGA STD. 329 W DRIVEWAY WIDTH
MONUMENTS OF RECORD THAT COULD BE DISTURBED BY THIS 16 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY OF. . . . . . . . . 1 EA VIRGINIA DARE TOWER LUTHERAN CHURCH
18. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN RANCHO CUCAMONGA STD. 107-C STREET LIGHT 10470 FOOTHILL BLVD. 6080 HAVEN AVE. STREET IMPROVEMENTS
FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED 17 INSTALL 3'X 5'FIBER OPTIC VAULT. . . . . . . . . . . . . . . . . . . . . 2 EA °� RANCHO CUCAMONGA, CA 91730 RANCHO CUCAMONGA, CA 91737
OMISSION DISCOVERED DURING CONSTRUCTION. UPON AS FOLLOWS: LARE NAIL DN. 1'W/2 PK. NAILS LOCATED AT THE 18 INSTALL 03'CASING FOR FUTURE FIBER OPTICS. . . . .393 LF (909)987-0909 (909)989-6500 FOR
REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY INTERSECTION OF HAVEN AVENUE AND BANYAN STREET. 19 REMOVE AND RELOCATE EX SIGN PER SHEET 4. . . . . . . . . . . . 3 EA -� POWER POLE FAX(909)980-9980 FAX(`909)989-4905 HAVEN AVENUE AND BANYAN STREET
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 20 CONSTRUCT 4 PCC SIDEWALK PER CITY OF RANCHO. . . . . . .2,740 SF
CUCAMONGA STD. 103 O MANHOLE SOILS ENGINEER CIVIL ENGINEER FRONTAGE AT SW CORNER
19. WORK SITE AND EXTERIOR STREETS SHA!!BE IN A NEAT,CLEAN, Q�'�,.
HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. ��- ����� CONSTRUCTION NOTES (STRIPING) QUANTITIES JOHN R. BYERLY INC. ASSOCIATED ENGINEERS, INC. DRC 2005-00530 ROW 2005-01439
SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. S ED O - S NO. � DATED 10-25-2005 2257 SOUTH LILAC AVE. 3311 E. SHELBY STREET
�'.� BLOOMINGTON, CA 92316 ONTARIO, CA 91764-4872 APPROVED BY DATE//
Ab 6334
0>_INSTALL 8 WHITE CHANNELIZING LINE PER CALTRANS. . . . . . 152 LF (909)877-1324 (909)980-1982
Em It•?t-Oh 1Y STD. PLAN A20D, DETAIL 38A > sr0 CITY ENGINEER R.C.E. 4953
FAX(909)877-5210 FAX(909)941-0891 Q� Nq!
'�'�► �� �4 2 INSTALL DOUBLE YELLOW CENTERLINE STRIPE PER. . . . . . . . .370 LF DESIGN i RECO t•`D
Underground Service Alert BENCH MARK 9f �� CALTRANS STD. PLAN A20A, DETAIL 21 y �� Associated Engineers.Inc.
\ �0 " RT 1 y C.J S. 3311 FAST 51EW SiR_ -ONTAW. G 91764
EF y CONSTRUCTION BENCH MARK CHISELED f CAt1 33 RE-INSTALL SALVAGED R2 SPEED LIMIT 35 SIGN. . . . . . . . . . 1 EA W �+ TEL (909) 980-1982•FAX. (909) 941-0891
COTOLL FREE 'X' ON TOP OF CURB 22' NORTH OF 44 INSTALL R26"NO PARKING AT ANY TIME'SIGN. . . . . . . . . . . . . 3 EA 4780 DRAWN SHEE
BANYAN STREET AND 111' FEET 5 INSTALL W-41 "SIGNAL AHEAD"SIGN. . . . . . . . . . . . . . . . . . . . . . 1 EA THE QUANTITIES SHOWN HEREON ARE PROVIDED ONLY FOR THE USE OF THE OWNER. wn.,
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�►►� 1--500 WEST OF q HAVEN AVENUE. �6 RE-INSTALL SALVAGED OMNITRANS SIGN. . . . . . . . . . . . . . . . . . 1 EA ��11 PROSPECTIVE BIDDERS SHALL MAKE THEIR OWN DETERMINATION OF THE p,03-31-OS C.J.S. 1 OF 5
7 INSTALL TYPE IV'ARROW'PER CALTRANS STD.A24A. . . . . . . . . .2 EA ' QUANTITIES REQUIRED,AND SHALL BASE THEIR BID ON THEIR OWN ESTIMATE. �l CIVIL 4��P CHECKED DRAWING No.
F A
227-2600 _ �" " F l�
IT
ELEVATION-1620.78 O$ --INSTALL R18.1 RIGHT LANE MUST TURN RIGHT SIGN . . . . . . . . . . 1 EA OF CAV C C� RCE No.: 44780 2062
TWO WORKING DAYS BEFORE YOU DIG DATE: Au ust 2005 FILE No.: 04-114
File: - wg ree \Street-Ol.dwg Nov 11, 2M - 3: pm ra aelg This plan is copyrighted by Associated Engineers, Inc. - 2004
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CONSTRUCTION NOTES
la--PLACE 4"AC PAVEMENT OVER 4"CRUSHED
AGGREGATE BASE PER CITY STD. 100-A
10—PLACE 5"AC PAVEMENT OVER 6"CRUSHED
AGGREGATE BASE PER CITY STD. 100-A
SAWCUT AND REMOVE EXISTING AC PAVING AND AC
BERM
44 CONSTRUCT 8"PCC CURB AND GUTTER, TYPE A2-8
PER CITY OF RANCHO CUCAMONGA STD. 104
S--CONSTRUCT COMMERCIAL DRIVE APPROACH PER
CITY OF RANCHO CUCAMONGA STD. 101, TYPE "C",
WIDTH AS SHOWN
CURVE DATA 5---PROTECT IN PLACE AND ADJUST TO GRADE EXISTING
GRAPHIC SCALE I O O R L T I STRUCTURE
I CONSTRUCT 4"PCC SIDEWALK PER CITY OF RANCHO
OA 90°00'00" 6.50' 10.21' 6.50' CUCAMONGA STD. 114
o �o ao CONSTRUCT BUS BAY PER CITY OF RANCHO
i CUCAMONGA STD. 119, MODIFIED FOR REDUCED
® lilll i FRONTAGE
IN FEET) LIJ
RANCHO CUCAMONGA STD.CONSTRUCT 84 PCC CURB ONLY PER CITY OF
I INCH = 20 FT m W I INSTALL STREET LIGHT, 9500 LUMEN H.P.S.V. BY
o� m_
FDC � vr; °,�°�
A RIGHT-OF-WAY o N
S.C.E., PAID FOR AND COORDINATED BY THE
DEVELOPER
_ — o N 0 N 'e c 11 INSTALL STREET LIGHT, 5800 LUMEN H.P.S.V. BY
S.C.E., PAID FOR AND COORDINATED BY THE
w _ N o
W. T. -] c� FH Q / DEVELOPER
_ _ PTD. INSIDE
< a a -fl - _ _ _ _ _ _ _ - = I_ i 106+03 12 STREET TREES SHALL BE INSTALLED PER NOTES AND
—� _ -Q — wv — — - — — — — — — — — — �_A— SDMN I �. LEGEND ON SHEET 1
iz�i _+ t- U LE U 2"G N O �Q ��, INSTALL 18"RCP STORM DRAIN, D-LOAD 1500
REPLACE TRAFFIC SIGNAL Z P ��
0;a �_ = Q Q 0.62 SCP w 11 iv LOOPS AS REQUIRED Q O �Q CONSTRUCT JUNCTION STRUCTURE PER CITY OF
W z N ti (� Ft u-' .&W. STAMPED N BA
AN
STREET
`� v�� c� o �`� � RANCHO CUCAMONGA STD. 328
247.04' cj (0 ,3_L. 6 3002 W/ P.M. o � BANYAN SQA 15+00.00 �`O ` �� CONSTRUCT CONCRETE COLLAR PER CITY OF
rv89'51'59"i10 # FV- AFL J V V J 1� 1 _ o n + �Of 1�
-+ z u SE d - �� _ - ` _ _ - _ 13 N89 5152 E - - 14 � u� _ HAVEN ST 14+07.49 _ RANCHO CUCAMONGA STD. 329
t Q _ o Q N r r- r rQ _ CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY OF
' CUCAMONGA STD. 107-C
° N !ANN 6 in N N 6 3 1 4 I 3 i i i 6 o �� 17 INSTALL X 5 ER OPTIC VAULT
7 v v
4 SAWCUT iv 4 i t �1 0
AND JOIN `�' -- �, _------ _- � �_ �B' `� w 18 INSTALL 03"CASING FOR FUTURE FIBER OPTICS
�ti 63 l REMOVE AND RELOCATE EX. SIGN PER SHEET 4
„r
SIDEWALK PER CITY OF RANCHO
�r 20 CONSTRUCT 4"PCC
A A �$19k INTAIN EXISTING CUCAMONGA STD. 103
rc p• \ \ Q INDICATES NOT USED ON THIS SHEET
TS
17
k� TSPS
`L 20 }213 " 20 `� RIGHT-OF-WAY ��62,� 12 (TVP) ��oC 610,,( 715--717 /
20 17 /
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— — — {1620}— - - - - - 1619 - - - - - - - - -
? is - { / PROPOSED RIGHT-OF-WAY // -
0FE - - - - - - - - - - - - - - - -{1619} - - - - - - - - - - - - - - - _ _ _ - - - - - - - - - -{1618)- - - - - - - - - - - - � / / CITY
Qo �� � � _ - - - - - - - - - -(1618}- - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1617)- - - - - - - - - - - - / / 1� W I DESCRIPTION OF REVISION DATE APPROVED
1- J , ' _ _ - _ - - {1617j- c.- - - - - {1616} - - - - - - - - - _ - - / / /
?-__- _ _
� \ �gw9s�� SL - --- i ' - - _ - -- - -- 1616 - - - - - SSL_ - _ _ / TSP
f 1619 - (1615}- - - - - - 8=- _ / /, X MAINTAIN I�
6, , , �- - - - - / - _ x,6,4} - - - - - - _ - - - - _ I CITY OF RANCHO CUCAMONGA
6 �� / / 'F1614j_ - - `FOR TREE�IIVIPROVE S cnkAu / \
EXISTING
\ i i
` -Old HAVEN.-� 1=REFER TOS ET 3 /
— — — — — — — — _ ' �• ( STREET IMPROVEMENTS
{1613} - - - - - - � �� , / II FOR
BANYAN STREET
STA 00+14 TO 04+18
)- - �I
�Ir
- - X16'2 - - - - -- - - �,6,2� - - - `ivv.`� ' G'' DRC 2005-00530 R01N 2005-0143
APPROVED BY DATE �� '"
Q EBSSI q� CITY ENGINEER _ R.C.E. 24953
Underground Service Alert BENCH MARK REco DED
a Er / DESIGN , Associated Engineers.Inc.
C.✓.S. 3311 EAST %f lff STR:ET• ONTAW, G 91764
CONSTRUCTION BENCH MARK CHISELED TEL (909) 980-1982 FAX (909) 941-0691
CSI 'TOLL FREE "X" ON TOP OF CURB 22' NORTH OF 80 DRAWN SHEET
♦ BANYAN STREET AND 111' FEET Noy,,
T►►► 1-800 WEST OF q HAVEN AVENUE.
� Ex .03-31-0 C.c.Js 2 of 5
227-2600 ELEVATION=1620.78
4lF IVI �� CHECKED DRAWING No.
L
TWO WORKING DAYS BEFORE YOU DIG OF CAUG,C RCE No.: 44780
File: — wg ree treet_ 2.dwg Nov 11, 2011 - : 5 pm ra aeig DAZE: August 2005 FILE No.: 04-114 2062
This plan is copyrighted by Associated Engineers, Inc. - 2004
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PROFILE SCALE
HORIZONTAL: 1*=20'
...... ----- VERTICAL: 1"=4'
10
CONSTRUCTION NOTES
PLACE 4'AC PAVEMENT OVER 40 CRUSHED
AGGREGATE BASE PER CITY STD. 100-A
PLACE 5"AC PAVEMENT OVER 60 CRUSHED
AGGREGATE BASE PER CITY STD. 100-A
GRAPHIC SCALE SAWCUT AND REMOVE EXISTING AC PAVING AND AC
10 20 PROPOSED PRIVATE-- T co BERM
0 40 Cn 0) 4 CONSTRUCT 80 PCC CURB AND GUTTER, TYPE A2-8
STORM DRAjh 1 15
(1620.78) SCP PER CITY OF RANCHO CUCAMONGA STD. 104
SET SCRIBED -X" CONSTRUCT COMMERCIAL DRIVE APPROACH PER
SIDE ALK WIDTH NOT TO BE LESS THAN 4�* FQR STI�EIEY tm�RO\EMENTS
w SIDEW .EASEMENT (FOR WHEEL CM11 ACCES§)RELOCAT� ON T.C. CITY OF RANCHO CUCAMONGA STD. 101, TYPE "C",
(IN FE T) i I (D I ON JR�FER�OSHEET2
S. E.VAULT IF NECESSAR
II
WIDTH AS SHOWN
I INCH = OIFT 92.1)TX 69 TWSITION
PROTECT IN PLACE AND ADJUST TO GRADE EXISTING
1 (88.14)F.S.-W CIA REFER TO CITY/STD. PLAN (?�l
+
BSL-
x ;zr) IQ 1 105 STRUCTURE
71)T�C,,F BSL 'BSL
__�__NON:wVE ICULAR-ACCESSILINE-1-
/z LU CONSTRUCT 4*PCC SIDEWALK PER CITY OF RANCHO
4 PER*4735 VACATED PER
8 V)T 1 0
r": CO CUCAMONGA STD. 114
Lj - X�T (P W
x C'j INSTRUMENT
C> <
C14 X CONSTRUCT BUS BAY PER CITY OF RANCHO
kQPOSED _w
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04 0 OD RIGHT-Of-WAY C.a. CUCAMONGA STD. 119, MODIFIED FOR REDUCED
_j + CV) (
I-A 6 + zFRONTAGE
EX. EDISON VAULT! x MAINTAIN
03
a 99 EXISTING CONSTRUCT 80 PCC CURB ONLY PER CITY OF
D �-'10 6 ai RIGHT-Or-WAY 9 RANCHO CUCAMONGA STD. 104
-60
\% INSTALL STREET LIGHT, 9500 LUMEN H.P.S.V. BY
m // \
s3 s S.C.E., PAID FOR AND COORDINATED BY THE
13 13 -�a DEVELOPER
L: INSTALL STREET LIGHT 5800 LUMEN H.P.S.V. 8Y
60"RCP S —6 0"SD SD 66"RC E60-SD- -��A
.6 S.C.E., PAID FOR AND COORDINATED BY THE
01
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STREET TREES SHALL BE INSTALLED PER NOTES AND
'r, C14
N
Fm — - LEGEND ON SHEET I
OREM
T_
00 X.;
C? CLo' SAWCUT AN C� 13 INSTALL 180 RCP STORM DRAIN, D-LOAD 1500
EX. 600 RCP STORM 16 D JOIN Nf &_
@ 0 K m
> r- . �'
DRAIN PER PLAN N0. 83 0� _U --A 0 14 CONSTRUCT JUNCTION STRUCTURE PER CITY OF
�) > LL 0 AINTA RANCHO CUCAMONGA STD.328
4 m 0 M I
X1,
E STIN
3 FO V)
x LI) n 1 3 CONSTRUCT CONCRETE COLLAR PER CITY OF
co w 71 CA 0
D OZ (A X
RANCHO CUCAMONGA STD. 329
16 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY OF
�s
V)
RANCHO CUCAMONGA STD. 107-C
10 I INSTALL XX 5!FIBER OPTIC VAULT
H AVEN AVENUE INSTALL 030 CASING FOR FUTURE FIBER OPTICS
NJ K &19 REMOVE AND RELOCATE EX. SIGN PER SHEET 4
a/1
CIt
CONSTRUCT 40 PCC SIDEWALK PER CITY OF RANCHO
BANYAN STA 5too
N00°1753"E 12 =t3l -7-- -IF(�10 HAVEN STA 14++07.491 CUCAMONGA STD. 103
A
INDICATES NOT USED ON THIS SHEET
lop,
-0
V) CITY
r r. DESCRIPTION OF REVISION DATE
I I JAPPROVED
CITY OF RANCHO CUCAMONGA
0,
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HAVEN AVENUE
STA 10+00 TO 13+34
T_ <
8"w 3-wj:@-EC:WV I
8"w_ ZR.,w DRC 2005-00530 ROW 2005-0143
APPROVED BY DATE
CURVE DATA B S�f CITY ENGINEER - R.C.E. 24953
0 R L T DESIGN RECOMMENDED
Underground Service Alert BENCH MARK Atwr-'A Associated Engineers.Inc.
CONSTRUCTION BENCH MARK CHISELED 8905024* 15.05' 23.W 15.01, 11 C C.J 15 33il EV %E1HY STRRT- ONTARIO, CA 91764
(D 8 TEL (909) 980-1982 FAX: (909) 941-0891
Cab TOLL FREE OX” ON TOP OF CURB 22' NORTH OF C 89*41'15" 6.59 10.17' 6.46' DRAWN SHEET
L
+
BANYAN STREET AND 111' FEET EX 03-31 C.J S. J wm.
1-800 WEST OF (� HAVEN AVENUE. 44-51-52- U.W I-1.6Z 9.n 3 OF 5
227-2600 clvl�_ CHECKED DRAWING No.
ELEVATION=1620.78 OF C _RCE No.: 44780
TWO WORKING DAYS BEFORE YOU DIG C.C.S DATE: August 2005 FILE No.: 04-114 206-2--- -
File: -114\dwg7ltreet\Street-03.dwg Nov 11, 2 5 - 3:57pm rafaelg This plan is copyrighted by Associated Engineers, Inc. - 2004
1626 + - - - -- - _ 1626 1626 1626 1626 - -- - --- ---- - - - ------ ------ - --- 1626 1626 - _ ___. --, -.--- --- --- -�--- 1626 1626 - --- - - --- - 1626
- 16251625
_ 625i625 i �r--- - 1625 1625 - - ---- -- - - ---- 1625 1625 1625
33'
33'
1624 - 3 , ---- 1624 1624 - 3 ' _ --- _.--- 1624 1624 ------ --- - -- --- --- --- --- - ---- ---------_ _ _- T ' -- ,
� Tf'
2� 1T 1624 1624 1624 1624 - - --- -- a- i> 1624
1623 1623 1623 _- � .
- nf-- to an - i 623 1623 _ _ _ __ - - --i- --- 1623 1623 ---- - --- -- 1
$ >�' I CDf o ¢-�f--- 1623 1623 ------ ----- -- - - - �= 1623
1622 - -- -- 1622 1622 ��' 11622 1622 -- _-_ _ #'�
— N ----�°c4 --
� -- (0 � - --- 1622 1622 ------ -- - -- r- r .- -- ------- 1622 1622 ----- --- -- -` _ . 1622
cit r Y
1621 --- i 1621 1621 - 1621 }621 _--- ' _ --- - 1621 1621 -.- ---- ----- - - _-_ 1621 1621 -- - ----- -- - 1621
1620 - 1620 1620 --l—
J, 1620 1620 1620 1620 --- --- - 1620 1620 -- -- -- 1620
1619 -_- - - 1619 1619 -- -- -- --- - 1619 1619 ------ - -_ _ --- --- --- 1619 1619 ---- --- ----- ------ ---- - ---- 1619 1619 - -- -- 1619
1618 - 1618 1618 - - 1618 1618 - _- _�- 1618 1618 ---_ ---- --- -- - - ------- -- 1618 1618 1618
+()1617 ---- - 1617 1617 - - 1617 1617 ,---- 1 - - 1617 1617 _. --- - - _- - -1+��- - ---- 1617 1617 ---- ---- ---- 1617
_ _ _
1616 ------10 --0-- 10 20 30 40 1616 1616 --- 10 0 10 20 30 40 1616 1616 --- -10 0 -- 10--- 20 -- 30 - 40-- 1616 1616 --- _10 -- 0 ---10 20 ---30 40 1616 1616 ----10 0 10 20 30 40 1616
BANYAN STREET CROSS SECTIONS
1626 --- 1626 1626 1626 1626 1626 1626 --- ----- ----- --- _-__ ___-- _ 1626 1626 1626
1625 - -=�---
1625 1625 - --cl-e - 1625 1625 1625 _ - - - 1625 1625 -- _ - -- -- _--- - --- --- ---- - 1625 1625 - - ----- 1625
1624 -- 2 1624 1624 3 ' 1624 1624 r-- c --- -- ;--- �- 1624 1624 1624 ----- _- -_._ 1624
t5 tn� 2' 1}'
1623 _ 1623 1623 - J Ln i 623 1623 1623 1623 I -- - i 623 1623 - 1623
I
qo C oof
1622 v_14Q _ 1622 i622I CN d -ao 1622 1622k ti - v - - 1622 1622 - - 33 1622 1622 --- - 1622
1621 -- __ - 1621 1621 -- 1621 1621 45 0 0 1621 1621 - _� _ 1621 1 Z
i co su so LL 621 - - 1621
: c
1820 - ---- --- 1620 1620 1620 1620 --- - 1620 1620 - - - �--�_ 1620 1620 1620
00
16191 -
1619 1619 i 619 1619 - - --1= -- - 1619 1619 - -_ - -- - 1619 1619 ---- - -� 1619
--- _ -
1618 - 1618 1618 - - 1618 1618 1618 1618 -- 16]8 1618 - 1618
F -
_ _
1617 --- - 3+0 __ _3+6
1617 1617 - - 1617 1617 --- - -- 1617 1617 - -- 4 Q_ .______ ___- 1617 1617 --- -- - 1617
k
1616 -10 0 10 20 30 40 1616 1616 -10 0 10 20 30 40 1616 1616 -10 0 10 20 30 40 1616 1616 -10 0 10 0-- 30 ----40 1616 1616 E- -_10 0 10 20 30 40 1616
1620 1620 1617
---rJ- 1617 }614 - __ ----� 1614 1610
-' ��._ - �- 1610 1607 1607
, _
1619 1619 1616 --- -- Q-- 1616 i 613 - = 1613 }609E __--
_ - - - ¢-- 1609 1606 1606
66:8
66.911' 66.9 -- ---- - 1;9.89' 47' ];3.88 47'
1618 1618 1615 -- 1615 1612 1612 1608 - 1608 1605 - _ - 1605
66.311' 19.91' 47- 1 - _9' : - _ 4T 1 2.34, 6. 111' _ _ - 1 r
`t
1,9.91 - 47' 2.4]' 6 t]. 4' 2.�' '; t}' _ 4•_
1617 1617 1614 - _ 1614 i 61 i -- -- 161 i 1607 ---- 1607 4
2.41 - 6 11t. . '. _. 160 _ _ 1604
M
to _ -
1616 -'1— 1616 1613 _ ai. - _ _ cfl.°'
#: �?r 1613 1610 'fl - - --- - - 1610 1606 ---;`no a Q
— — CJL—;O
-_ r r - r` {co cfl cfl 1606 i 603 1603
+� ,Cp cfl SQ,tO ,
1615 -- _ - _
co - . 1615 1612 1612 1609 1609 1605
1605 1602
1614 -
]- _ � 1614 1611 1611 1608 -- -� - - _.- 1608 1604 -- _ -- 1604 1601
1601
1 k _
1613 1613 1610 -- 1610 1607 - 1607 1603 -- 1603 1600 1600
1612 1612 1609 - 1609 1606 : - - --- -- 1606 1602 - __ 1602 1599 : i 599
1611 -- # 1611 1608Q 1608 1605 --- -- 1605 1601 ---- - Q --- 1601 1598 { 1598
1610 1610 1607 1607 1604 _ 1604 1600 _ - 1600 1597
70 60 50 40 30 20 10 0 70 60 50 40 30 20 10 0 70 60 50 40 30 20 10 0 70 60 50 40 30 20 10 0 70 60 50 40 30 20 10 0 1597
1604 -- - ------T�- 1604 1601
-- ---- ---------- -----,-�-- 1 1598 -- T
1598
z
1603 - _ - -- - - 1603 1600 - --- - --- 1600 1597 ---- - - - -- --- -- --- --- - -� --- 1597
66.8 66.87 66.86'
}.9.87' 47' 9.,8T 47' 9.86' 47'
1602 1602 1599 1599 1596 - 1•- - 1596
HAVEN AVENUE CROSS SECTIONS 2. 17.V -,V 1.87' 6' i 1z 4• }. � 4j
tom - DESCRIPTION OF REVISION DATE
TY
APPROVED
1601 - - - - - - -- - 1601 1598 --- - --- ---- - -- 1598 1595 _- ---- - - --- 1595
_ +tet �
CD ieq)cc
CITY OF RANCHO CUCAMONGA
1600 I� - 1600 1597 '� ^;� - -- -- -- --- 1597 1594
-- -- ---'
r Ln r � r �- -- - --- 1594
:
I ' — STREET IMPROVEMENTS
1599 - - 1599 1596 --- --- 1596 1593 ---- -� - - - 1593 FOR
-- HAVEN AVENUE AND BANYAN STREET
1598 --- 1 - - ----- ---- --- - 1598 1595 - - ---{ - --- ---- - 1595 1592 --- - t -- - - -- - ----- 1592
CROSS SECTIONS
01
DRC 2005-00530 ROW 2005-01439
SCALE 1597 -- ---- 1597 1594 - ------ -------- ------ 1594 1591 ------- - - - ---- -- 1591
HORIZONTAL: 1'=20'
VERTICAL: �'=2' APPROVED BY DATE
I I Q�oflssroNA� CITY ENGINEER ,�GGu R.C.E. 24953
Ulldel'91''olJfld 3erVfce Alert BENCH MARK 1596 I --- --- - $ - --- -- - 1596 1593 -- -- --- --- - _ _.-------_-- ___-- 1593 1590 ---- ------ -- - ---- -- 1590
- - DESIGN RECOMMENDED
Associated Engineers.Inc.
�. R y C✓.S. 3311 EAST S iom STREET•ONTARIO, G 91764
CONSTRUCTION BENCH MARK CHISELED � ;T+ � TEL (909) 980-1982•FAX. (909) 941-0891
Cali TOLL. FREE "X" ON TOP OF CURB 22' NORTH OF 1595 -- -- -- -- 1595 1592 -- 1592 1589 - _ -- -- - }589 � �
I-J
off q BANYAN STREET AND 111' FEET �9 }�,�, 80 DRAWN SHE T
►►► 1-800 WEST OF q HAVEN AVENUE. {` Ex ,03-31-0fi '} C.J.S.
227_200 _ 1594 70 60 50 40 30 20 10 0 1594 1591 -- - - - --- ---- 1591 1588 -- - -- -- ' 1588 C It, �Q 4 OF 5
ELEVATION=1620.78 70 60 50 40 30 20 10 0 70 60 50 40 30 20 10 0 �lF OF v j\' �� CHECKED DRAWING No.
C.C.I. RCE No.: 44780 2062
TWO WORKING DAYS BEFORE YOU DIG DATE: Au ust 2005 FILE No.: 04-114
File: - wg ree reet_04.dwg Nov 5 - pm ra aelg This plan is copyrighted by Associated Engineers, Inc. - 2004