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STRE T IMPROVEMENt, STORM DRAIN , AND STRIPING AND SIGNING PLANS
GENERAL NOTES
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1. ALL WORK SHALL BE DONE LIN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO ca >
CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS FOOTHILL BOULEVARD
CONSTRUCTION, CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OR z �r
AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR w HAV N AVENUE
-
ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. > > Cl- . N NOTES
2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, CIVIC CENTER �� CONSTRUCTO
LEGENDr
WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN O THESE PLANS �` 1 ADJUST TO GRADE EXIS�I ING VAULT TO PAID AND COORD04Atr* k.
WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK WEST C/L EAST
SffE BY THE DEVELOPER.
IS TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN DRIVE ------CATV------ EXIST. CABLE TV CONDUIT , R/W , , ' R/W
PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 1 15 67 60 2 REMOVE EXISTING TELEPHONE POLE AND OVERHEAD UTILITY .�f;NES I
FN EXIST. FIRE HYDRANT
�, _ PUE o TO BE UNDER GROUNDED 9
3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF ARROW ROUTE ,� 17- _ r EXIST, EDGE OF A.C. PAVEMENT I WALK 8
WITH THE SITE AND SHALL E SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING w _ I ESMT ' EA 3 ADJUST TO GRADE TRAFF iu SIGNAL PULL BOX.
FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR Q �❑ EXIST. WATER METER
NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. ® � ® � EXIST. CURB AND GOITER I S8 ' 4 4 ADJUST TO GRADE TELEPHONE MANHOLE
_ Q � wv 9' 11' S' 10' 7' 7' 45.5' 14'
4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC = EXIST, WATER VALVE I 5 EA 5 RELOCATE EXISTING SIGN.
WORKS, ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION 26TH STREET S EXIST, SANITARY SEWERI 2' I VAR.
WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. JERSEY BLVD. - 2' 1 10,835 SF fi SAWCUT AND REMOVE EXISTING AC PAVEMENT
5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING OAS V. EXIST. GAS VALVE NRw 8" EXIST. NON-RECLAIMABLE WASTEWATER % FL VARIES
3:1- V RIES _--- to s►
STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 `'
FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. OR INDUSTRIAL SEWER LINE SLOPE I 2% (31 °--4"g7) _ 2%-2.6%)JJ Ll _______- n--- i 9,775 SF 11 CONSTRUCT fi MIN. AC PAVEMENT OVER 6 MIN .AB T.I. = 9.0
ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT ----- GUY WIRE/DEADMAN _ ® ®24" SD _ f _ -�� -'----- � i (SEE GENERAL NOTES N0. 9 AND N0. 10)
WARPED OR VERTICAL CURVE AREAS. _ _ - _ __ __ _ EXIST. STORM DRAIN I SIC"' EXIST. EXIST. 570 LIF Q2 CONSTRUCT " (A2-8) CURB AND GUTTER PER CITY OF RANCHO
6® ALL SEWER, WATER, ELECTRIC, GAS, AND PHONE LINES OR OTHER UTILITY LATERALS, VICINITly PP 16 22 20 11 19 MEDIAN _ AC CUCAMONGA STD PLAN, 104.
MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. -O- EXIST. POWER POLE 3„ , 2 13 CONSTRUCT DRIVEWAY APPROACH PER CITY OF RANCHO
G - -- EXIST. GAS LINE *6.5 ADJACENT TO CURB CUCAMONGA STD PLAN 101 TYPE C MODIFIED AS SHOWN,
7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING N T S. 4'MIN. PARKWAY R=PER PLAN.
ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE SEXIST. TRAFFIC SIGNAL STA. 9+92.Q7 TO STA. 12+34.36 NTS
CITY OF RANCHO CUCAMONGA A WRITTEN REPORT WITH THESE COMPACTION TESTS - _ - ---T EXIST. TELEPHONE CONDUIT TI= .0 = N/A 14 CONSTRUCT RIGHT TURN LANE SECT. B-B PER CITY OF RANCHO
SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT CUCAMONGA STD. PLAN 1
OF BASE MATERIALS AND/OR SURFACING. EXIST, CROSSWALK SIGNAL
wC„ EXIST. WATER LINE 15 CONSTRUCT LOCAL DEPRESSION CASE A PER CITY OF RANCHO
- - -
8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE WEST C/L EAST CUCAMONGA STD. PLAN 307
CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, 3 R E A A I )N ❑ STREET LIGHTING BOX I R/W R/W 4800 L 16 CONSTRUCT CURVILINEAR SIDEWALK PER CITY OF RANCHO CUCAMONGA
OIL CONTENT, AND GRADATION OF ASPHALT PAVING. •
��°° EXIST, CONTOUR STD. PLAN 114.
9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED A.B. -AGGREGATE BASE --- �f�rf EXIST. STREET LIGHT 15 20 47' 913 LF Q7) INSTALL 3" CONDUIT PER TRAFFIC SIGNAL INTERCONNECT
TO THE CI ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY `� `~ PUE &
R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. A.G. -ASPHALT CONCRETE N PIPE LINE I WALK i VARIES$ 40 1
B.C.R. -BEGINNING OF CUR RETURN SDMH ESMT 7.1p-20$ 5' 10' ' N/A 18 PLANT STREET TREE PER LEGEND AND NOTES. ON SHEET 1.
10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH -VALUE AND PAVEMENT TESTS B.W. -BACK OF WALK 0 EXIST. STORMDRAIN MANHOLE PROPERTY LINE I 2' :� LANDSCAPE 7' 7' 40' 19"5' 9,975 SIF 1 g COLDPLANE AND OVERLAY AC PAVEMENT
TAKEN TO DETERMINE STRUCTURAL SECTIONS. C.L.F. -CHAIN LINK FENCE I ' BER
C.I.P. -CAST IRON PIPE SMH
11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OFA C.B. -CATCH BASIN EXIST. SEWER MANHOLE NEW FIRE HYDRANT I 5,450 SF QO) CONSTRUCT RIGHT TURN LANE DETAIL, SECTION A-A PER CITY OF
ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS -CENTERLINE 3°1 VARIES VARIES ��`` RANCHO CUCAMONGA STD. PLAN 119
WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE C.F. -CURB FACE VLT. SLOPE 2 3%
FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. �� EXIST. VAULT ® N WATER METER ( %-3.7%}�2 �-j
I ----__ 5 21 INSTAL' NO.5 PULLBOX
E.C.R. -END OF CURB RETURN -__-� 1
12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUBGRADE, A SOILS STERILANT (0,40) -EXISTING ELEVATION I
REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY NEW WATER VALVE I 16 EXIST. EXIST. 495 LF 22 CONSTRUCT 8" CURB (A1-8) ONLY PER CITY OF RANCHO CUCAMONGA
E.P. -EDGE OF PAVEMENT _�- EXIST. SIGN
At,
APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH EXIST. -EXISTING I , 12 11 19 MEDIAN AC STD. PLAN 104
PRIOR TO PAVING, 6.5 ADJACENT TO CURB 5 EA 23 INSTALL 9500 LUMENS HPSV STREET LIGHT BY SCE TO BE PAID AND
F.H. -FIRE HYDRANT TREE NEW THRUST BLOCK 4' IN. @ PARKWAY COORDINATED BY THE DEVELOPER (HAVEN AVE)
13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ARE ONLY FOR THE F.G. -FINISH GRADE ' HAVEN AVENUE
CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN F.S. -FINISH SURFACE TYPICAL SECTION @MID BLOCK
DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF F.F. -FINISH FLOOR TSD® NEW SEWER MANHOLE STA. 7+40.65 TO STA. 9+17.41 NTS
WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE EXIST. TRAFFIC SIGNAL BOX
OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. F.L. -FLOW LINE
NEW SEWER CLEAN OUT TI=9.0 R=
14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE G.B. -GRADE BREAK GM
❑ EXIST. GAS METER
CONSTRUCTED AT EACH INTERSECTION. H.C. -HANDICAP MB NEW CATCH BASIN RAW C/L R�w
15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY H -HEIGHT OF RETAINING ❑ 60' @ RIGHT TURN TO ARROW RTE
H.P. -HIGH POINT EXIST. MAIL BOX A - NEW STORM DRAIN PIPE '-g' 58' @ RIGHT TURN TO SITE 10' 47' 10'
FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION, i
UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL E PROMPTLY SUBMITTED TO THE I. .U.A, -INLAND EMPIRE UTILITIES AGENCY TMH 3 I 15'-25' VARIES VARIES
CITY ENGINEER FOR APPROVAL. INV. -INVERT r EXIST. TELEPHONE MANHOLE CONSTRUCTION NOTES U BLE ' 16.5'N21.2' 5180
PUE &
16. WORK SITE AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT, CLEAN, HAZARD FREE, L.S. -LANDSCAPING x 1854.69 EXIST. GRADE ELEVATION PROPOSED CONTOUR I WALK
ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST L.P. -LOW POINT I ESMT
OF THE INSPECTOR.
PROPOSED STREET LIGHT I VAR'
17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. M.H. -MANHOLE N AC PAVEMENT 2
PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: N.G. -NATURAL GRADE 0.5 24.7 VARIES _ i
_-2-
N.R.W. -NON-RECLAIMABLE WASTEWATER ;;;;; REMOVE EXIST. AC PAVEMENT 3;1 2q VARIES S
.4% 3.9%} I_l
A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818)969-7911 SLOPE (2.67- .2% ---� -----
P.V.C. -POLYVINYLCHLORIDE
MR" BOB STALLINGS P.P. -POWER POLE CONCRETE PAVEMENT ' EXIST. w EXIST. EXIST.
FOR BASE LINE ROAD CONSTRUCTION
-PROPERTY LINE I AC
B. GENERAL TELEPHONE 1-800-483-3000 PK DRAIN -PARKWAY DRAIN MEDIAN AC
COLDPLANE AND OVERLAY AC PAVEMENT 16 12 11 19
C. SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 RES R/W -RIGHT OF WAY , HAVEN AVENUE
216 N. EUCLID AVENUE 1-800-427-2000800-4 -2 COMM. R -RATE OF GRADE 6'5 ADJACENT TO CURB
ONTARIO, CA 91762 R.C.P. -REINFORCED CONCRETE PIPE 4 MIN. @PARKWAY TYPICAL SECTION @ RIGHT LANE NTS
ST.LT. -STREET LIGHT STA. 0+72.16 TO STA. 4+07
D. CUCAMONGA VALLEY WATER DISTRICT (909) 987-2591 S = -SLOPE STA. 5+30.65 TO STA. 7+40.65
10440 ASHFORD ST" S.D. -STORM DRAIN
RANCHO CUCAMONGA, CA 91730 TI=9,0 R=
S.F. -SQUARE FEET
E. METROPOLITAN WATER DISTRICT (909) 593-7474
700 N. MORENO AVENUE T.C. -TOP OF CURB
LA VERNE, CA 91750 T.S. -TOP OF CONCRETE SLAB SPECIALNOTE:
F. COMCAST (909) 983-9895 T.R. -TOP OF RAIL THE EXISTING OVERHEAD UTILTIES (TELECOMMUNICATIONS AND ELECTRICAL) ON THE PROJECT SIDE OF
1205 DUPONT ST. (PORTION OF RED HILL) T.G. -TOP OF GRATELt=uENu HAVEN AVENUE SHALL BE UNDERG OUNDED ALONG THE ENTIRE PROJECT FRONTAGE, EXTENDING TO THE
ONTARIO, CA 91762 TOP OF SLOPE
TOE -TOE OF LOPEMIN' FIRST POLE OFF-SITE (ACROSS THE STREET WHERE APPLICABLE ON CORNER SITES), PRIOR TO PUBLIC
G. MARKS CABLEVISION (909) 987-6275 T.B. -TOP OF BERM COMMON IMPROVEMENT ACCEPTANCE O OCCUPANCY, WHICHEVER OCCURS FIRST. ALL SERVICES CROSSING HAVEN AVE
10808 Foothill Blvd #120 (909) 880-0222 TRANS PAD -TRANSFORMER PAD GROW
RANCHO CUCAMONGA, CA 91730 STREET NAME BOTANICAL. NAME NAME SPACE SPACING SIZE QTY. SHALL BE UNDEGROUNDED AT THE SAME TIME.
CURVILINEAR SIDEWALK NOTES: HAVEN AVENUE MAGNOLIA GRANDIFLORA NCN 60' O.C. 15 GAL 8
CURVILINEAR SIDEWALK SHALL BE CONSTRUCTED IN CONFORMANCE WITH STD. DWG N0.114 FOREGROUND AGESTIC U INTENTIONALLY
NOTE:
THE GENERAL LINE AND GRADE SHALL BE AS SHOWN ON THE STREET IMPROVEMENT PLAN. P.A. 8' OR GREATER SPACED THIS
GENERALLY IN FRONT
APPROVAL OF THE FINAL LAYOUT OF CURVILINEAR SIDEWALKS SHALL BE MADE IN THE FIELD SIGNING AND STRIPING NOTES; FAR APART FOR ARROW ROUTE AND CIVIC CENTER DRIVE PUBLIC IMPROVEMENTS
AND ADJUSTED AS NECESSARY TO FIT EXISTING FIELD CONDITIONS AS APPROVED BY THE 1. ALL DETAILS AND DIMENSIONS FOR TRAFFIC SIGNS AND THE INSTALLATION OF SIDEWALK REFER TO DWG. 1021 , SHEET NOS. 12 & 4 (REVISION 2)
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 P.A. LESS THAN ' MAGNOLIA GRANDIFLOA CN 3' 0' O.C. 1 GAL 13 N DWG. NQS. 403-D, SHE NOS. 1 3 "REVISION )
PRIOR TO ANTICIPATED FIELD INSPECTION. IN THE EVENT MAJOR CHANGES ARE PROPOSED TO MANUAL AND MAINTENANCE MANUAL. REGULATORY AND WARNING SIGNS SHALL 'STMARY'
THE CONCEPTUAL SIDEWALK LAYOUT PLAN, O SETS OF RED-LINED PLANS SHOWING THE BE MINIMUM 30" ON LOCAL RESIDENTIAL ROADWAYS AND MINIMUM 36" �' . DWG. 1866, SHEET NOS. 1 & 11 (REVISION
PROPOSED CHANGES SHALL BE SUBMITTED AT THE SAME TIME THE 48 HRS NOTICE IS GIVEN ELSEWHERE.
TO THE CITY INSPECTION DIVISION. PRIMARY TREE IN BACYCHITON BOTTLE 81 2 ' O.C. 15 GAL 7
2. NEW AND RELOCATED SIGNS SHALL BE INSTALLED USING GREEN MASSES, MAINLY POPULNUS TREE FORMAL ON DRC 2007-00244
NON-PERFORATED UNISTRUT POSTS AND ANCHOR SLEEVES EXCEPT AS NOTED. BEHIND SIDEWALK ALTERNATING
HOLD HARMLESS INDEMNIFICA110N CLAUSE:
SIGN POSTS SHALL BE 2"X2" AND OF SUFFICIENT LENGTH TO EXTEND FROM SIDE OF
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLErE THE TOP OF THE SIGN (S) TO BETWEEN 6 AND 8 INCHES INTO THE ANCHOR MEANDERING
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 SA OF ALL PERSONS AND WALK
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 TO 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 IL a
IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING '
FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR OTHER. ATTACH SIGNS TO POST USING THE DRIVE RIVETS OF OTHER CITYoft ' IL 0 ' a IL
EX181ING"& 8"'URVEY MMUMENTAIIAN
ENGINEER. APPROVED TECHNIQUES. INSTALL R26, R26 (S) AND NEIGHBORHOOD WATCH
EXISTING UNDERGROUND STRUCTURES: SIGNS ON GREEN "U" CHANNEL POSTS. 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITYI HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) THAT COULD DESCRIPTION OF REVISION DATE APPROVED
ALL UNDERGROUND UTILITIES OR STRUCTURE, REPORTED OR FOUND ON PUBLIC 3. PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND STANDARD PLANS. E DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD
RECORDS, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND ENT. INSTALLATION OF PAVEMENT MARKERS SHALL CONFORM TO THE STANDARD %j k; k; "'NING'A
2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS;
A"t"F 011ftAlamm"C"'mrim' 'U'Amu
THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THE FOLLOWING
IMPROVEMENTS HEREON, AGREES TO ASSUME LIABILITYAND TO HOLD THE PROVISIONS; SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY ® FD 1" IP, NO TAG, DN. 0.25 , AT NE COR LOT 15, SEC 11, T1 S, R7 , I �.; I I U
ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL M.B. 4/ , IN LIEU OF 1" IP, TAGGED "LS 3002", AS OWN ON R1,
K 19
UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. 5" TREE T IMPRO VEMEN T PL A NS
PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED ORE A. PAINT AND ALL DETAILS AND DIMENSIONS FOR TRAFFIC STRIPES AND USED TO ESTAB BOB.
RECORD LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN MARKINGS SHALL CONFORM TO CALTRANS STANDARD SPECIFICATIONS, 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY
AND ANY OTHERS FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S TRAFFIC MANUAL, MAINTENANCE MANUAL AND CITY STANDARD DRAWING THE ENGINEERING DIVISION. 1e___1N,\ TITLE OrIEET
RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES STRUCTURES 133 PAGE 1 UNLESS OTHERWISE NOTED. PAVEMENT LEGENDS SHALL .?�vFOR
CONCERNED BEFORE STARTING WORK. CONFORM TO CITY OF RANCHO CUCAONGA'S MAINTENANCE STENCILS. 4. STREETTREES SHALL PLANTED PER PUBLIC IMPROVEMENT PLANS DATE IAN L. THIENES, LS 5750
PM 18544
TI T T ONLY.
B. EXISTING TRAFFIC STRIPES AND MARKINGS THAT DO NOT CONFORM TOF)blLast Update:5/20/08
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL THE PLANS SHALL BE REMOVED BY WET SAND BLASTING. SHEENNOT KAFA% 0:\2700-2799\2791\2791ST01.dwg HAVEN AVENUE
REPORT DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF
WORK. C. THE CONTRACTOR SHALL FURNISH THE NECESSARY CONTROL POINTS FOR ASI BEARING: A A011 s,/®� APPROVED BY: DATE _
iSRALL STRIPING AND MARKINGS AND SHALL BE RESPONSIBLE FOR THE PROJECT DESCRIPTION I ���, CITY ENGINEER R.C.E. NO.
rIMPORTANT NOTICE Q Boa[ ) COMPLETENESS AND ACCURACY THEREOF TO TIE SATISFACTION OF THE SHT. NO. CITY F` RANCHO CUCAMONGA �' p��` `��' G',,, DESIGN PLANS PREPARED BY: RECOMME ED
4216/4217 OF THE GOVERNMENT CITY ENG{NEER. 1 TITLE SHEET THE BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF N0. Q `kUIRES A DIG ALERT IDENTIFICATION �,► LOTS 15 AND 16, SECTION 11, TOWNSHIP 1 SOUTH, RANGE 7 WEST, FOUND 1" ROUND H BOLT IN CONCRETE - CR r /$/7 S /? inet lin , Inco
BER BE ISSUED BEFORE A '� 4 II: LL D. SPOTTING SHALL BE COMPLETED AND APPROVED PRIOR TO THE REMOVAL 2 HAVEN AVENUE -- STREET IMPROVEMENT PLAN CURB STAMPED "SBCO BM 01104" AT z 2 �° CML ENG/NEERING•LAND su NG
"PERMIT TO EXCAVATE" WILL BE VALID PER MAP OF CUCAMONGA LANDS, M.B. 4/9, BEING N 89-27'44" W, AS R.C.E. NO. 43293 DRAWN r 4s FIR roNE BOULEVARD SHEET
OF ANY EXISTING STRIPES. EXISTING STRIPES AND MARKINGS SHALL BE NORTHEAST CORNER OF ARROW ROUTE AND to Ml FORMA 90638
FOR YOUR DIG ALERT I.D. NUMBER CALL HAVEN AVENUE - STREETAND STORM DRAIN PLAN SHOWN ON PARCEL MAP NO. 8345 P.M.B. 91 / 27-28 IN THE CITY HAVEN AVENUE 1 FOOT T OF BEGINNING �' Ex 3-31-10 -:77
UNDERGROUND SERVICE ALERT REMOVED PRIOR TO PAINTING N STRIPES, BUT IN NO CASE SHALL ANY OF CURB RETURN. -�'' P° KN (7r4)2r-4�rr FAxCirt,152r-4r'.� OF
SELECTION OF STREET BE LEFT WITHOUT PROPER STRIPING FOR MORE THAN 4 CROSS SECTIONS OF RANCHO CUCAMONGA, RECORDS OF COUNTY OF SAN BERNARDINO,
TOLL FREE 1- -227-2 24 HOURS, OR OVER WEEKENDS OR HOLIDAYS `rF V�� p� CHECKED R.C.E..No. 43293 DRAWING
TWO WORKING DAYS BEFORE YOU DIG 5 HAVEN AVE - SIGNING AND STRIPING PLAN STATE OF CALIFORNIA. Tl 1160.201' ( '29 1976 C?F ��`�
0 KING BEFORE Y DIG ADJ., - 1987) HIA DATE FILE NO.
PROJECT SHEET NO. OF
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