HomeMy WebLinkAbout2029 ISTREET, STORM DRAIN , STRIPING7 AND SIGNING IMPROVEMENT PLANS
GENERAL NOTES w
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO FOR QTY CONSTRUCTION NOTES
CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION, CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OR Q I 1 EA O ADJUST TO GRADE SCE TO BE PAID BY AND COORDINATED BY
AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR SANTA MARGARITA COURT THE DEVELOPER.
ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. ARROW ROUTE ARROW ROUTE
98 LF 2 SAWCUT AND REMOVE CURB AND GUTTER.
2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, TSTA. MARGARITA CT
WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS uj 98 LF 3 SAWCUT AND REMOVE 12" AC PAVEMENT.
WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK Q I LEGEND REMOVE CONCRETE SIDEWALK.
IS TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN 98 LF 4
PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA.
W ( ------cATv------ EXIST. CABLE TV CONDUIT 1 EA 5 RELOCATE CAPACITOR BY SCE TO BE PAID AND COORDINATED
3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF p W1 -<;< Z7 EXIST. FIRE HYDRANT BY THE DEVELOPER.
WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING Z FH
FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR EXIST. EDGE OF A.C. PAVEMENT SOUTH NORTH 6O NOT USED
NOT SUCH FACILITIES ARE SHOWN ON THESE PIANS. Z wM° EXIST. WATER METER / 66' 7 NOT USED
4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC 6TH ST. UI - - - - - - - = EXIST. CURB AND GUTTER r -
WORKS, ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION ZZ - - - - - - - 33' 33' 8 NOT USED
WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. W Q e EXIST. WATER VALVE
W� Q s8r EXIST. SANITARY SEWER 11' 22' 22' 11' 9 NOT USED
5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING
STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 U GAS V. 4' 6.5' PROP. PROP. 6.5' 4' 98 LF 10 CONSTRUCT CROSS GUTTER PER CITY OF RANCHO CUCAMONGA
FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. 4TH ST. O EXIST. GAS VALVE NRw s• EXIST. NON-RECLAIMABLE WASTEWATER OR .50, CURB AND CURB AND STD. PLAN 106-A.
ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT INDUSTRIAL SEWER UNE 5:1 GUTTER 19oMINN GUTTER 5� ,395 CF 11 CONSTRUCT 4" MIN. AC PAVEMENT OVER 4" MIN AB (T.I. = 7.0)
WARPED OR VERTICAL CURVE AREAS. j -----� GUY WIRE/DEADMAN _ _aa' sD- - _ 2yN• VARIES 36 VAPoES 28 29K MIN.
EXIST. STORM DRAIN ' i ?.7 (SEE GENERAL NOTES NO. 9 AND NO. 10)
6. ALL SEWER, WATER, ELECTRIC, GAS, AND PHONE LINES OR OTHER UTILITY LATERALS, - - _ - - _ - ' 841 LF 12 CONSTRUCT 8" A2-8 CURB AND GUTTER PER CITY OF RANCHO
MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. ( )
-,CP' EXIST. POWER POLE PROP. SIDEWALK PROP SIDEWALK CUCAMONGA STD PLAN. 104.
7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING 3"
ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE VICINI TY MAP - - G - - EXIST. GAS UNE 6 �` 13 CONSTRUCT DRIVEWAY APPROACH PER CITY OF RANCHO
CITY OF RANCHO CUCAMONGA A WRITTEN REPORT WITH THESE COMPACTION TESTS PROP. AC. PAVEMENT CUCAMONGA STD PLAN 101 TYPE C MODIFIED AS SHOWN,
SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT �1--• EXIST. TRAFFIC SIGNAL R=PER PLAN.
OF BASE MATERIALS AND/OR SURFACING. N.T.S. - - - -T EXIST. TELEPHONE CONDUIT 14 NOT USED
8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE EXIST. CROSSWALK SIGNAL 8ANTA MMWffA COURT 2 EA 15 CONSTRUCT LOCAL DEPRESSION, CASE B PER CITY OF
CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, EXIST.EXIST. WATER LINE
OIL CONTENT, AND GRADATION OF ASPHALT PAVING. NTS RANCHO CUCAMONGA STD PLAN 307.
9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED A.B. -AGGREGATE BASE ° STREET LIGHTING BOX _�g0�� 965 LF 16 CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 103.
TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY EXIST. CONTOUR
4
A.C. -ASPHALT CONCRETE INSTALL 5800 LUMEN HPSV STREET UGHT BY SCE TO BE PAID
R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. r�__-a'�(� EXIST. STREET UGHT 17
B.C.R. -BEGINNING OF CURB RETURN NEW PIPE UNE AND COORDINATED BY THE DEVELOPER.
10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS B.W. -BACK OF WALK
TAKEN TO DETERMINE STRUCTURAL SECTIONS. SDMH 15 EA 18
C.L.F. -CHAIN LINK FENCE PLANT STREET TREE PER LEGEND AND NOTES ON SHEET 1.
C.I.P. -CAST IRON PIPE r, EXIST. STORMDRAIN MANHOLE --"-- PROPERTY UNE 1 g
11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A C.B. -CATCH BASIN NOTUSED
ROCKY MATERIAL.. THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS -CENTERUNE SMH A
WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE C.F. -CURB FACE C: EXIST. SEWER MANHOLE � NEW FIRE HYDRANT
FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL 20 NOT USED
E.C.R. -END OF CURB RETURN VET.
12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUBGRADE. A SOILS STERILANT 0.00) -EXISTING ELEVATION r, EXIST. VAULT I, NEW WATER METER 6" CF 6' CF 2 EA 21
REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SWILL BE UNIFORMLY E.P. -EDGE OF PAVEMENT LJ Q CONSTRUCT ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STANDARD
APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH EXIST. -EXISTING PIAN 102.
PRIOR TO PAVING. '1 EXIST. SIGN • NEW WATER VALVE g $ 4 EA 22 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY OF RANCHO CUCAMONGA
F.H. -FIRE HYDRANT ri STANDARD PLAN 107-B. W PER PLAN
13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ARE ONLY FOR THE F.G. -FINISH GRADE 6' CF 6' CF
CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN F.S. -FINISH SURFACE Q NEW THRUST BLOCK
DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING T BID. ANY ITEM OF F.F. -FINISH FLOOR TREE R/w UNE p' CF 0' CF R/w UNE OTY STRIPING AND SIGNAGE CONSTRUCTION NOTES
WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE
OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. F.L. -FLOW LINE TSe O NEW SEWER MANHOLE
� .....
° EXIST. TRAFFIC SIGNAL BOX :ADA PATH OF TRAVEL K
14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE G.B. -GRADE BREAK N ,.. 14I. 1I. c 100 LF El
PAINT 4 SOLID WHITE LANE LINE PER CITY STD. PLA. NO. 133.
CONSTRUCTED AT EACH INTERSECTION. H.C. -HANDICAP O NEW SEWER CLEAN OUT
15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY H -HEIGHT OF RETAINING GM° EXIST. GAS METER P I PLAN 0' CIF , , 0' CF PER PLAIN 270 LF PAINT 4' SKIP WHITE LANE LINE AND TYPE "D" MARKERS
H.P. -HIGH POINT NEW CATCH BASIN CURB I �� 'FLOW UNE 06 I CURB PER CITY STD. PLAN NO. 133.
FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. MB I "
UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE ° EXIST. MAIL BOX 1 EA �3 PAINT STOP AND STOP BAR PER CITY STD. PLAN NO. 133.
CITY ENGINEER FOR APPROVAL LE.UA. -INLAND EMPIRE UTILITIES AGENCY - NEW STORM DRAIN PIPE
INV. -INVERT TMH 4 EA �4 INSTALL. 'NO PARKING ANYTIME" (R26) SIGN ON STREET LIGHT POLE.
18. WORK SITE AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT, CLEAN, HAZARD FREE. L.S. -LANDSCAPING M EXIST. TELEPHONE MANHOLE 3 CONSTRUCTION NOTES BUBBLE up-- 8' CF 8' CF UP
ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST LP. -LOW POINT 3 EA a INSTALL "NO PARKING ANYTIME" R26 SIGN AND POST.
OF THE INSPECTOR.
X 1854.69 EXIST. GRADE ELEVATION ( )
PROPOSED CONTOUR
17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. M.H. -MANHOLE
PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: N.G. -NATURAL GRADE NEW ASPHALT CONCRETE do AGGREGATE BASE PROPOSED STREET LIGHT A 1 EA E6 INSTAL "STOP SIGN" (R1) AND SIGN POST PER CITY STD. PLAN NO. 401-8.
N.R.W. -NON-RECLAIMABLE WASTEWATER
A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818)969-7911 P.V.C. -POLYVINYLCHLORIDE ® REMOVE EXISTING AC PAVEMENT 1 EA �7 INSTALL ' NOT A THROUGH STREET" (W53) ON STREET LIGHT POLE.
MR. BOB STALUNGS P.P. -POWER POLE RIW
FOR BASE LINE ROAD CONSTRUCTION p- -PROPERTY LINE 5 EA a INSTALL REFLECTANT HYDRANT MARKERS PER CITY STD. PLAN NO. 134.
B. GENERAL TELEPHONE 1-800-483-3000 PKWY DRAIN -PARKWAY DRAIN CF
HT OF WAY PARKWAY
C. SOUTHERN CALIFORNIA GAS COMPANY 1-800-42RES R� -RATE E OF GRADE CONSTRUCTION NOTES FOR STREET TREES OTY STORM DRAIN CONSTRUCTION NOTES'
216 N. EUCLID AVENUE 1-800-427-20000W CO COMM. R.C.P. -REINFORCED CONCRETE PIPE 4' MIN. I VARIES
ONTARIO, CA 91762
ST.L.T. -STREET LIGHT SIDEWALK( 2 EA 6p CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO
'
D. CUCAMONGA VALLEY WATER DISTRICT (909) 987-2591 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY CUCAMONGA STD. PLAN NO. 300, W=7.00'.
9641 SAN BERNARDINO ROAD S -SLOPE STANDARD PLANS. 6 2 EA 61 CONSTRUCT MONOUTHIC CONNECTION PER CITY OF RANCHO CUCAMONGA
RANCHO CUCAMONGA, CA 91730 S.D. -STORM DRAIN STD. PLAN NO. 308.
S.F. -SQUARE FEET 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING. AN AGRONOMIC 1 EA 62 CONSTRUCT MANHOLE NO. 1 PER CITY OF RANCHO CUCAMONGA STD.
E. METROPOLITAN WATER DISTRICT (909) 593-7474 SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY PLAN NO. 318.
700 N. INORENO AVENUE T.C. -TOP OF CURB UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL 1 44 LF 63 CONSTRUCT 18' R.C.P., D-1500.
LA VERNE, CA 91750 T.S. -TOP OF CONCRETE SLAB SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR.
F. COMCAST (909) 983-9895 T.R. -TOP OF RAIL 215 LF 64 CONSTRUCT 24" R.C.P., D-1500.
1205 DUPONT ST. (PORTION OF RED HILL) T.G. -TOP OF GRATE 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY
THE ENGINEERING DIVISION. 1 EA 65 CONSTRUCT JUNCTION STRUCTURE N0. 2 PER CITY OF RANCHO
ONTARIO, CA 91762 TOP -TOP OF SLOPE o CUCAMONGA STD. PLAN NO. 331.
TOE -TOE OF SLOPE 4. STREET TREES SHALL BE PLANTED PER PUBLIC IMPROVEMENT PLANS
G. MARKS CABLEVISION (909) 987-6273 T.B. -TOP OF BERM � 1 EA 66 CONCRETE ENCASE EXISTING SEWER PER DETAIL ON SHT. NO. 3.
Foothill I 1 909 880-0222 ONLY. __SLOPE 1/4 PER FT. _� _ _ - LEVEL UNE--_____
10808 oothil Blvd � 20 ( ) TRANS PAD -TRANSFORMER PAD
RANCHO CUCAMONGA, CA 91730 STREET TREE QUANTITIES 3/a' uP Rte-,.
'A, AC PVMT
CURVILINEAR SIDEWALK NOTES: SYMBOL STREET NAME BOTANICAL NAME COMMON NAME MIN' ROW SPACING SIZE QTY 8
CURVILINEAR SIDEWALK SHALL BE CONSTRUCTED IN CONFORMANCE WITH STD. DWG NO.114
SPACE
THE GENERAL UNE AND GRADE SHALL BE AS SHOWN ON THE STREET IMPROVEMENT PLAN. SANTA CERSIS EASTERN 5' 25'O.C. 15 GAL 15
APPROVAL OF THE FINAL LAYOUT OF CURVILINEAR SIDEWALKS SHALL BE MADE IN THE FIELD SIGNING AND STRIPING NOTES: MARGARITA CT CANADENSIS REDBUD SECTION A-A=
AND ADJUSTED AS NECESSARY TO FIT EXISTING FIELD CONDITIONS AS APPROVED BY THE 1. ALL DETAILS AND DIMENSIONS FOR TRAFFIC SIGNS AND THE INSTALLATION N.T.S.
PUBLIC WORKS INPECTOR AND ENGINEERING AND LANDSCAPE ARCHITECT PRIOR TO FINAL THEREOF SHALL CONFORM TO THE CALTRANS SIGN SPECIFICATIONS, TRAFFIC
CONSTRUCTION. THE PUBLIC WORKS INSPECTOR SHALL BE NOTIFIED A MINIMUM OF 48 HRS
PRIOR TO ANTICIPATED FIELD INSPECTION. IN THE EVENT MAJOR CHANGES ARE PROPOSED TO MANUAL AND MAINTENANCE MANUAL REGULATORY AND WARNING SIGNS SHALL CRY OF RANCHO CUCAMONGA
THE CONCEPTUAL SIDEWALK LAYOUT PLAN, TWO SETS OF RED-LINED PLANS SHOWING THE BE MINIMUM 30' ON LOCAL RESIDENTIAL ROADWAYS AND MINIMUM 38"
PROPOSED CHANGES SHALL BE SUBMITTED AT THE SAME TIME THE 48 HRS NOTICE IS GIVEN ELSEWHERE.
TO DRC 2004-002092004-00209THE CITY INSPECTION DIVISION. COMMERCIAL DRWY STD. No. 101 TYPE C
2. NEW AND RELOCATED SIGNS SHALL BE INSTALLED USING GREEN 3
HOLD HARMLESS INDEMNIFICATION CLAUSE: NON-PERFORATED UNISTRUT POSTS AND ANCHOR SLEEVES EXCEPT AS NOTED. MODIFIED
SIGN POSTS SHALL BE 20'X2' AND OF SUFFICIENT LENGTH TO EXTEND FROM
THE CONTRACTOR AGREES THAT HE SHAur ASSUME SOLE AND COMPLETE THE TOP OF THE SIGN (S) TO BETWEEN 6 AND 8 INCHES INTO THE ANCHOR
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF SLEEVE AND PROVIDE 7 FEET CLEARANCE BETWEEN FINISHED GRADE AND THE
CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS AND
PROPERTY- THAT, THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE BOTTOM OF THE SIGN (S). THE ANCHOR SLEEVE SHALL EXTEND I OR 2 INCHES
LIMITED T6 NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL I OR 2 INCHES ABOVE FINISHED GRADE AND SHALL BE 2-1/4' x 2-1/4'
DEFEND, INDEMNIFY, AND HOLD THE CITY OF RANCHO CUCAMONGA. THE OWNER, AND BY 30' LONG. POSTS SHALL BE ATTACHED TO THE ANCHOR SLEEVE UTILIZING
THE PRIVATE ENGINEERS HARMLESS FOR ANY AND ALL LIABILITY; REAL OR ALLEGED. CORNER BOLTS OF TWO UNISTRUT DRIVE RIVETS AT RIGHT ANGLES TO EACH
IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING SHEET INDEX Off` J'
FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR OTHER. ATTACH SIGNS TO POST USING THE DRIVE RIVETS OF OTHER CIN EXISTING SURVEY MONUMENTATION �.0
ENGINEER. APPROVED TECHNIQUES. INSTALL R26, R26 (S) AND NEIGHBORHOOD WATCH
SIGNS ON GREEN "U" CHANNEL POSTS. PROJECT DESCRIPTION o�Q� �c DESCRIPTION OF REVISION DATE
EXISTING UNDERGROUND STRUCTURES: SHT. NO. I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) THAT COULD C� m o
ALL UNDERGROUND UTILITIES OR STRUCTURE. REPORTED OR FOUND ON PUBLIC 3. PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD m N0. 5750
RECORDS, INSTALLATION OF PAVEMENT MARKERS SHALL CONFORM TO THE STANDARD 1 TITLE SHEET CITY OF RANCHO CUCAMONGA
ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS WS: EXP.12/31/06
THE OWNER, BY ACCEPTING THESE PIANS OR PROCEEDING WITH THE SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THE FOLLOWING 2 SANTA MARGARITA IMPROVEMENT PLAN AND PROFILE �q OQ`��'
IMPROVEMENTS HEREON AGREES TO ASSUME LIABILITY AND TO HOLD THE PROVISIONS: \�C
ENGINEER HARMLESS f6R ANY DAMAGES RESULTING FROM THE EXISTENCE OF o�j OF CAS r;
UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON 3 STORM DRAIN PLAN AND PROFILE r
LO PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED ORE A. PAINT AND ALL DETAILS AND DIMENSIONS FOR TRAFFIC STRIPES AND DATED BRt L THIENES, LS 57tO TITLE SHEET
C> RECORD LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE MARKINGS SHALL CONFORM TO CALTRANS STANDARD SPECIFICATIONS,
C9 PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN TRAFFIC MANUAL, MAINTENANCE MANUAL AND CITY STANDARD DRAWING
� AND ANY OTHERS FOUND AT THE SITE. IT %iN1 BE THE CONTRACTORS 133 PAGE 1 UNLESS OTHERWISE NOTED. PAVEMENT LEGENDS SHALL FOR
RESPONSIBILITY� RE�THE 0 OF ALL UTILITIES STRUCTURES WORK CONFORM TO CITY OF RANCHO CUCAMONGA'S MAINTENANCE STENCILS.
TI To R: PM 16539
NO CE CONTRACTOR: B. EXISTING TRAFFIC STRIPES AND MARKINGS THAT DO NOT CONFORM TO Last Updates 1/8/0s SANTA MARGARITA COURT
o CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHAH THE PIANS SHALL BE REMOVED BY WET SAND BLASTING. L\2458\243ssrot.dwy
WORT DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF C. THE CONTRACTOR SHALL FURNISH THE NECESSARY CONTROL POINTS FOR APPROVED BY: DATE �v 1
-' ALL STRIPING AND MARKINGS AND SHALL BE RESPONSIBLE FOR THE BASIS OF BEARING: BENCH MARK: FESS�gy�! CITY ENGINEER R.C.E. NO. 4953
c`R IMPORTANT NOTICE c COMPLETENESS AND ACCURACY THEREOF TO TIE SATISFACTION OF THE K 1. 4
G1 0 LI' D'®M Lf�(� QO Cis► Ci DESIGN PLJ►WS PREPARED, RECOMMENDED
SECTION 4216/4217 OF THE GOVERNMENT CITY ENGINEER. O q 2 ,, z_//�
a CODE REQUIRES A DIG ALERT CENTIFICATION �' ® �` THE BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY UNE OF CITY OF RArKI.10 CUCAMONGA CR
NUMBER BE ISSUED BEFORE A D. SPOTTING SHALL BE COMPLETED AND APPROVED PRIOR TO THE REMOVAL B'M• NO 1 i z THIENES ENGINEERING, INC.
"PERMIT TO EXCAVATE' WILL BE VAuO CC1II. TOLL FREE PARCEL 2 BEING N 00'14 23 EAS PER PARCEL MAP N0. 15665 CHISEL ''x ON RIM OF BELL TELEPHONE
* DRAWN CML ENGINEERING• LAND SURVEYING SHEET
o OF ANY EXISTING STRIPES. EXISTING STRIPES AND MARKINGS SHALL BE TELEPHONE MANHOLE P.C.E.RCN0. 43293 16800 VALLEY VIEW AVENUE
F- FOR YOUR DIG ALERT I.D. NUMBER CALL IN THE CITY OF RANCHO CUCAMONGA. RECORDS MANHOE S.E. COR. ARROW ROUTE AND J' 3-31-06 AC LA MIRADA, CALIFORNIA 90638 ' 3
� UNDERGROUND SERVICE INERT 1 8 0 0 REMOVED PRIOR TO PAINTING NEW STRIPES, BUT IN NO CASE SHALL ANY P.M.B. 200 / 93-94, � �, Q
SELECTION OF STREET BE LEFT WITHOUT PROPER STRIPING FOR MORE THAN HAVEN AVENUE. q � I'H.(7u�21-4811 FAx(114)521-4173 of
N TOL. FREE 1-800-W-1600 2'27-2600 24 HOURS, OR OVER WEEKENDS OR HOLIDAYS OF COUNTY OF SAN BERNARDINO. STATE OF CALIFORNIA. ELEVATION � 1.158.207' T�` COV��' OQ` CHECKED C,E �, 4J293 DRAWING
TWO WORKING DAYS BEFORE YOU DIG Or \�
v TWO WORKING DAYS BEFORE YOU DIG C IAL HLA DATE- FILE NO. 2021
PROJECT SHEET NO. O
J
J
CONSTRUC110N NOTES
ANUST TO GRADE SCE TO BE PAID BY AND COORDINATED BY THE DEVELOPER.
2 SAWCUT AND REMOVE CURB AND GUTTER.
3 SAWCUT AND REMOVE 12" AC PAVEMENT.
4 REMOVE CONCRETE SIDEWALK.
7 5 RELOCATE CAPACITOR BY SCE TO BE PAID AND COORDINATED
..............
+ l
6 -
111 V)-f22 Rf........... ...... ........ ........ ....... 9 NOT USED
STD. PLAN 106-A.
CONSTRUCT 4 MIN. AC PAVEMENT OVER 4* MIN AB (T.I. 7.0)1.01 (SEE GENERAL NOTES NO. 9 AND NO. 1 0)
0
CONSTRUCT 8- (A2-8) CURB AND GUTTER PER CITY OF RANCHO
_u t,. ...... ------ CONSTRUCT DRIVEWAY APPROACH PER CITY OF RANCHO
--j-7-............. CUCAMONGA STI) PLAN 101 TYPE C MODIFIED AS SHOWN,
.... ........... -- ----- ------ R=PER PLAN.
E 9slwd----------- :�m 0 CONSTRUCT LOCAL DEPRESSION, CASE B PER CITY OF
...... ...... RANCHO CUCAMONGA STD PLAN 307.x...... CONSTRUCT SIDEWALK PER CIlY OF RANCHO CUCAMONGA STD. PLAN 103.
-Now INSTALL 5800 LUMEN HPSV STREET LIGHT BY SCE TO BE PAID
--- ---------- + AND COORDINATED BY THE DEVELOPER.
2 ON SHEET 1.
0
. ..... 4'All rn......
Pt- 1_1 04. t I------- CONSTRUCT ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STANDARD
PLAN 102.Cluj 7�:OF OFI a- r lf m-. ...... ---- ---- CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY OF RANCHO CUCAMONGA
CA __
:7....................... 7:1-'7' WRIPING AND 8IGNAGE CON8TRUCTION NOTE8
Pr. 7. PAINT 4 SOLID WHITE LANE LINE PER CITY STD. PLA. NO. 133.
77*= ...... ........ a7 PAINT 4* SKIP WHITE LANE LINE AND TYPE "D' MARKERS
........... IPER CITY STD. PLAN NO. 133.
to 0 PAINT "STOP* AND STOP BAR PER CITY STD. PLAN NO. 1,33.
t4y I.............. 1 .5 �_o........... INSTALL "NO PARKING ANYTIME- (R28) SIGN ON STREET LIGHT POLE.
.......... . ........ 77 mpf U+I I V'*--------------- . ..... .. Sl .09' ------- INSTALL "NO PARKING ANYTIME- (R28) SIGN AND POST.
------ RA 0.7.7 INSTAL 'STOP SIGN- (Rl) AND SIGN POST PER CITY STD. PLAN NO. 401-B.
7 INSTALL NOT A THROUGH STREET (W53) ON STREET LIGHT POLE........... ----_ PROFILE SCALE: ... .........7�........... ....... .............. HORIZ. 1 40 F81 INSTALL REFLECTANT HYDRANT MARKERS PER CITY STD. PLAN NO. 134.
VERT. 1_ 40 15 14 13 12 11 10 CURVE DATA 0 DELTA RADIUS LENGTH TANGENT A 89*47'27* 27' 42.31 26.90
B 90`1 2'33 27' 42.51 27.10
4 22 LINE LINE 22 C C I 72*29'27* 12' 15.18 8.80 PARCEL :2 PARCEL PARCEL 3 PARM PARCEL 4 13 17 LINE 7 D 7902'50 12' 9.73 18.35
13 Q C4 cd V) a a p I0 839 fu a! () V_ + Ln Ln F� E 8Z51'04* lo, 8.11 10.97 0i In I— CD I p 00i L6 CY)Wn Ee In rl% T_T_ T 12' 576 10.74
L V-P I L Sri -A oo rz 7 F A In ce P Il! v 12 C'4.6 � 62 C4 TC, I 0 ,r,,r, In + 00 V_ PA !PE
0!8 t� O�08 00 Z3 0 0 ni8 .P, v- blo-69 G 9aOO'OO* 12' 12 18.85
-0 V_V_ d ., X� ia 2 (Ito .W-2 C22 V_0 . L 195!1 9-34 12' 13.17 19.97 I H
171 ,: I 1 IV19'13'
C-) 77.47
4 1 50' 99.76
56 2V42'07* 125' 53.89 27.37 cr C E 1103.56 1103.i E \1 V _ N 8904f'47 E .2 RVC I �__�A.40+53 �O I C/L SANTA ANITA 1104. 14 - - -7 +�_ - - I STA. 10+00 C L,SANTA MARGARITA RT
110 .28 Co- -0 ou.............. I�O . ..... e.0.0 _I 1: - , rr ::�.-7- -_- ------ q DRC 2004-00209
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APPROVED
0 FIA R C E: 5 ckr PARCEL PARCEL C A
@ LINE LINE V_V_PARCEL 8 LO PARCEL 5 C�l 'QTREET PLAN AND PROFILE
2 ANrTA AV ao 0 20 40 80 120
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Lost UP&tvi/a/00 SCALE:1"=40' L-%2456%2*56SM2.dwq SANTA MARGARITA COURT C>
APPROVED BY: DATE BASIS OF BEAPJNG: BENCH MARK: CITY ENGINEER R.C.E. NO. -4953
46� RY!
L DESIGN PLANS PREPARED RECOMMENDED
39 THE BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY LINE OF CITY OF RANCHO CUCAMONGA CR Ad--j�te_
S.M. NO IT THIENES ENGINEERING, INC.14'2,3* E AS PER PARCEL MAP NO. 15665 CHISEL 'X'08N RIM OF BELL TELEPHONE :c
TELEPHONE MANHOLE P.C.F. No. 43293 DRAWN CIVIL ENGINEERING e LAND SURVEYM SHEET
16M VALLEY VIEW AVENUE
Ln P.M.S. 200 93-94, IN THE C17Y OF RANCHO CUCAMONGA, RECORDS MANHOE S.E. COR. ARROW ROUTE AND U*) Exp. 3-31-05 .7 LA MIRADA. CALIFORNIA 906.M LD �,A AC 2 3
LO HAVEN AVENUF_ PH.(714)521-7 11 rAX(714)521-4173 OF
OF COUNTY OF SAN BERNARDINO. STATE OF CAUFORNLk I ELEVATION 1.158.287' r
Ici CHECKED DRAWING
LO No. 43293
LO CA
H IA 114 FILE NO. 20Z
DATE _7M7JECT SHEET NO. OF