HomeMy WebLinkAbout2099 GENERAL NOTES-
1.
OTES1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE CITY OF RANCF
CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION - CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF
AMENDMENTS. CONTRACTORS SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE
FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS,
2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WA
`UlmN A 'OON /0001 A METERS, VALVES, FIRE HYDRANTS, ETC, SHOWN OR NOT SHOWN ON THESE PLANS
IN THE 11?ANL1,0-�*'11-11u '.000, WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT
WORK IS TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED ll�
PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA.
3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF
46' CONS U TT O S; Q�l Si; WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE BLE FOR ANY DAMAGE TO EXISTING("�`� BW BACK OF WALK FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR
A/C 23' 23'
CONSTRUCT 4 " A.C. ODER_ 4.5 " CLASS l/ A.B. 15,580 SF EG EXISTING GRADE NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS.
PA VEMENT 8" CR CP PA VEMENT AIC
CONSTRUCT A2-8 CURB ANP GUTTER PER CITY OF RANCHO CUCAMONGA STD. 104. 785 LF FG FINISH GRADE 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERIN(
WITH STEEL REINFORCEMENT PA VEMENT CONSTRUCT DRIVEWAY PER CITY OF RANCHO CUCAMONGA STD. 101-C. ('WIDTH & RADIUS PER PLANS 2,767 SF
('�} FS FINISH SURFACE DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF
SEE DETAIL �
" " (� TC TOP OF CURB RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY.
A CONSTRUCT SIDEWALK PER .CITY OF RANCHO CUCAMONGA STD. 103. J,690 SF FL FLOW LINE
.., r � x �. �. ,. .�. ,. y 5 /N TA 5. ALL GRADE STAKES SHALL BE SET Y T
CONS rRUCI ION PLANS FOR
EM
sl R El IMPR VE ME Am ME
ME mm
ME
ME
EM
0 MENT PLANS HYSSOP DRiVE
s b� , a ,q s � �� 7 5 g> LL 5800 LUMEN HPSV STREET LIGHT BY EDISON FA AND COORD/NAT EP EDGE OF PAVEMENT
R 0R ENGINEER. PAVING STAk
. ��. : � ., .,� �,,.� 5 ED B Y DEVELOPER, 4 EA E M E N T CONTRACTOR C TO
h B THE CON T
SHALL BE SET AT ALL HINGEPOINTS,
PAVEMENT POINTS WITHIN 0,01 FOOT
FF
FINISH FLOOR
Z 6 CONSTRUCT 3 A.C. OVER 4 CLASS 11 A.8, SUB-GRADE ELEVATION AND AT NO MORE
E THAN 50-FOOT INTERVALS. ADDITIONAL
9,041 S.F. PAD PAD GRADE PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR
7 STREET TREES SHALL BE INSTALLED PER THE NOTES AND LEGEND ON SHEET 1. SEE TABLE VERTICAL CURVE AREAS.
�•. 8.5' CLASS 3 AGGREGA TE BASE
TW TOP OF WALL
8 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY OF RANCHO CUCAMONGA STD. DWG. 107-B, 3 EA TF TOP OF FOOTING 6, ALL SEWER, WATER ELECTRIC, GAS PHONE OR OTHER UTILITY LATERALS,
HP HIGH POINT L ER Ls, MAINS, OR
9 ADJUST VALVE CAN TO GRADE PER CITY OF RANCHO CUCAMONGA STD, DWG. 518. LP LOW POINT CROSSING SHALL BE CONSTRUCTED PRIOR TO PAVING.
10 CONSTRUCT CONCRETE CAP OVER M.W.D. MAIN PER DETAIL HEREON. 3,724 SF CF CURB FACE 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION TRENCH BACKFILL,
11 SAND BLAST EXIST, STOP LEGEND & 12" WHITE LINE AND REA PPL Y THERMOPLASTIC 1 EA. TG TOP OF GRATE COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT
STOP LEGEND AND 12" WHITE LIMIT LINE PER CAL TRANS STANDARDS AND SPECIFICATIONS. TRW TOP OF RETAINING WALL NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE
COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL
12 APPLY THERMOPLASTIC SOL/0 DOUBLE YELLOW LAVE PER CAL TRANS. DETAIL 21. 100 L.F. EDF EXTRA DEPTH FOOTING PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING.
/
L ONGI TUDINAL STEEL '�� 13 INSTALL R1 "STOP SIGN" PER CAL TRANS STANDARDS AND SPEClF/CA TIONS 1 EA. INV INVERT OF PIPE
TOP OF SLOPE 8, AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE
REINFORCEMENT 14 APPL Y THERMOPLASTIC 4" SKIP YELLOW LINE PER RANCHO CUCAMONGA STD. DWG. 133. 535 L.F, �- CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY
f6 Cay 9 0.C. TRANSVERSE STEEL 15 CONSTRUCT REDWOOD HEADER PER DETAIL HEREON. 667 LF, Y(:�- RATE OF SLOPE STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING.
46' REINFORCEMENT
TOE OF SLOPE
16 CONSTRUCT 0,12' MINIMUM 0VERLA Y. 1,516 S.F. r 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE
,{E6 C� 30" 0.c. 0 EXISTING CONTOUR SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS
17 CONSTRUCT CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD. 106-B. 408 S.F. /� ....1 TO
i"FN°vE �.AlNti'' VERIFY; R-VALUE SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE.
:ss' t �La; h �r�, R z CONSTRUCT V-DITCH PER DETAIL ON SHEET 4.
q ,,. .•. ; r �:�,, :�: .r ` . r1 . _' �, �fv,.t'=:: � 18 315 L.F - -S- - EXISTING SEWER
8 OF PORTLAND GEMENT CONC. .�... " • ' :....:.-..:....-�.�}.:4'-....._......._,._..:.:...:..:.....•.,..,..°.,.,....:,..::.,.....,,,�..�,�,..,,....:...:.,...:..............,........w.........,....:.....,. 10.�.:�w, .,,.,...,,.,....,......_...,,.......,. :� n
4 ° = F RAN CUCAMONGA ST WITH R VALUE AND PAVEMENT TEST„
:v.._..._ .,
L� 19 CONSTRUCT UNDERSIDEWALK DRAIN PER CITY O RANCHO AM NGA D 10
PAVING SHALL BE PERFORMED IN ACCORDANCE S
6 g � f,"„ ; 5. _`41"' ;t :r' ,;,. r ;i� �-� :�"•, .._ _„_:; >• -u• .,. PER DRC 20016-00005/ROW 2006-00239 -'W� -' EXISTING WATERTAKEN TO DETERMINE STRUCTURAL SECTIONS.
Y�. �r t" trw'i' t'i't ;;�r'; ..... .__._._...:., ... ; '
'11� =ut ate" N 8.5' CLASS 3 AGGREGA TE BASE i
11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL V"iICN CONSISTS OF A
�� t I CKS
yYo EXISTING FIRE HYDRANT ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY r REMOVING
12w,
_♦ :.:. ~-,, HE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BI
�.;d�= �P�� „.,r=� .� ,.• _ F :;v:: � DE ABOVE T
/•� 3 WHICH PROTRUDE
.: }}S •T ., �+?`I f f�� n..t�`Y. r t+�.r-F�;:- n jC,'1 �,ft� .,�€,�!�`. f ^••.,,,.•. •r 6 ---^--------
} r . "k a i `1�ild ieY0.S ; i �r _____ _ ___
PROPOSED CURB OUTLET FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE
gg 77 �� S MATERIAL.
REMOVE EX/STING A.C. PAVEMENT
''., .:, ,k r;, ,. . . .__ _~ _ £ 1 n,A _ . .� ❑ 2,370 SF.
12. IF TH ASPHALT CONCRETE IS TO BE PLACED ON SU L S ERILANT
2� a i �.•.�".,:..M..�._-.w..,_..�:.._..,w.__.^.�:..o.a_�.:_.�M. �._.,. .� E A PHA T SUB-GRADE, A SOILS T
I/ A► F...........:..................:........,"........................_.. .._.................. at��r.1't.`1. ;, ���h�C �?? ?. `r fir' r�c `"
If t 1 ;' ,,,• ;,: . I SR A� `VIE ,<Y rUSE UNDER A.C.Q } t XIST/NG U OU TRUC R ,S 0 FINISH CONTOURS REGISTERED BY THE E.P.A.E.P.A, FOR U E AND P.C.C. SHALL BE UNIFORMLY
f v.C. '•3T e} '` J f' r
NTS ................ r= `aFk.`'€1J4:t ''t^` . MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT
� #' '4<: ', �., ,.. WIDTHIEPR 0R TO PAVINGA L E
F
°. EN
THE EXISTENCE AND L OCA TION OF ANY UNDERGROUND U TIL I T Y PIPES OR S TRUC TURES OR COND UI TS o--'�""��
.,.....•.:k_.�•�:• a��.,, .` � s . � f ;:� � l a i � ..:.�.. ..__.._ , ..w �, �� � ._------ DAYLIGHT LINE SHOWN ON THESE PLANS ARE OBTAINED Y 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY E BEST L FOR THE CONVENIENCE
B A SEARCH OF A UAILABLE RECORDS. TO TH
OF THE DEVELOPER THE CONSTRUCTOR SHALL MAKE HIS OWN DETERMINATION OF
OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN '
PORTA w, { ...`. :....._. T; ,`, h; I €. .' E k ON THESE PLANS THE CONSTRUCTIONQUANTITIES
BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED
PORTLAND CEMENT CONCRETE SEC. 9a, `�` w .� .,�. a� X - � .' y CON TRA C TOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PRO TEC T THE U TlL l T Y ASPHALT L P A G
REINFORCEMENT.• SEC 52, € #s-® 3o"o.c. ` � �
A PH T VIN BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF
� � € •• ,
�....f:t t�Y'�U; t 8�;�; � � i � r ? � � � � � € LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS, IT
QUANTITIES, SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK.
AGGREGA TE BASE SEC 26, #s s" O.C. 1
I } t 9 } a ,
r SHALL BE THE CONTRACTORS RESPONSIBILITY TY TO NOTIFY THE OWNERS OF THE U TILT TIES OR
>, ,�.�„ �, •'�.",�:,"'>-„'","."x.�""`�'G`',r~.- -.° ;,, °• '" »a."""'�.'`R`�"":.'>t"`""` '^.`°' �.'' . . 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA N
STRUCTURES CONCERNED BEFORE STAR T/NG WORK. CONTRACTOR FURTHER ASSUMES ALL LIABILITY
CONCRETE C) GA STANDARD NUMBERS 401 SHALL
e i
• �rK:��';����: � ��' ��' L€{�•4�.��'� •d,�x�'ti ` i � = i�.f?��f:;� °�•i�yT.;:�'t , ; i
,'- f. w ► r {,'t M t f t BE CONSTRUCTED AT EACH INTERSECTION.
„ z AND RESPONSIBILITY FOR THE UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN
'��`' OR NOT SHOWN ON THESE PLANS. 15.
L NS. °` f�� fi. CITY APPROVAL OF PLANS DOE NOT I. THIS SECTION OF CONC 'COVER SHALL NOT BE CUT � �"'-� I,�::.�x�.�:..ti�..�,..,.�x.., ,n.�,;....><.,�,.".,��'A�•• �, �� � ������ �- �� � s � REMOVAL
S 0 RELIEVE THE DEVELOPER FROM RESPONSIBILITY
WITHOUT FIRST OBTAINING WRITTEN APPROVAL t `��� ��: •�,"„_� � # 4: ��'h t .: ;.� :.�
L
FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION.
FROM MWD. a..w .•n• € ::, >,:,p,, _ ,. , :< : .: .r< I UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL B PROMPTLY OMPTLY SUBMITTED TO
t k ' z f s~ 4 ` THE CITY ENGINEER FOR APPROVAL.
2, M!MINUM COVER OF 4-FEET AND MAXIMUM TOTAL .z:;:},. E ,,rira ,>: n .e u, ,. r �" :l i : ; . ;x
COVER (TO FINISH SURFACE, OF 6-FEET OVERlkl € € € SIDEWALK
METROPOLITANS PIPELINE. 04 i r 01,*M,L 8�tfl- ..:......,�_._ 1 �'•- ' - - € WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT CLEAN HAZARD FREE
�: " �. . _..., ! CQNSTR
E.,_............:.................:......�� :. UC TION CON TRA C TOR A GREES THA T l ,
�vw„�,. •w: 6 (� 9O.C. :.�,: •F.�..;€, .�I � ,,�.� ._.�.' ,•�_,.,..,� .•.,..,..y,' N ACCORDANCE WITH
- ...:.>rr..<...w,�,:...„.:„..�.,;,,,.;,„, �,„;,.,,,,:,..,,,,,,,,,,,,,,.:,,.•„�,,;:,,,;,,,;,M,,,,,,,,,,�,,,..,.....-,_....-,. # 0 �..L. '`� _ r _.:�_._ .� GENERA L Y A CCEP TED CONSTRUCTION ORDERLY ER LY s TA TE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON
GEN
€ s t€fir ..................., _ c: _ ? � ,. + REQUEST OF THE INSPECTOR.
3. LONGI TUDINAL CONTRACTION JOINTS SHALL BE 10' �Ati x - ; f .:�. i PRA C TILES, CONSTRUCTION TION CON TRA C TOR W/LL BE REQUIRED TO ASSUME SOLE AND COMPLETE
e
O,C THE LONGITUDINAL CONTRACTION JOINT SHALL . .a M wm„ �. " ' �. . � M f ;, ;- .; I F RESPONSIBt l TY F
M: .. ._.�.,; e4 �s: t
L OR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, OVERLAY 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO
BE SAWCUT TO 1/3 THE SLAB THICHNESS. . �� _� {.;.. A'
w,., • ` `, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY THAT EXCAVATION.
APPROPR/A TE JOINT MA TERIAL SHELL BE USED ............ n, - - ` u-'° }
THIS REQUIREMENT SHALL BE MA
................_...... S , ,
' ro ...Y'...'........!„1.,v,,...N.,.y...._,n .',, :. pwr, ,"y"^,.r +. • ;-,,,,.u...,a,x....,,..wwyP
DE TO
.f .�_. .:...:.w' APPL Y CON TINUOUSL Y AND NOT LIMITED TO NORMAL WORKING HOURS AND CONSTRUCTION CON TRA C TOR
{� „ 4. '� FURTHER AGR x PROPOSED TREES
4• TRANSVERSE CONTRACTION JOINTS SHALL BE 12" '� ' : #'� ��. :.�...•.f��....,; ', .;:: .�}��!=:��;S��r ,�� `."',"m� .,�..., ..~P EES TO DEFEND INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS
O.C, THE TRANSVERSE CONTRACTION JOIN SHALL ''���1`�`�-�;`� '" ' ���"�t ' ESS FROM ANY AND
#6 ® 30 O.C. ' �,OL .`= ' € ALL LIABILITY REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
BE SAWCUT TO 1/3 THE SLAB TH/CHNESS I.-, �(�11`:t:101N�1� "�`ON `I'�t3��t(�t4 JOINT :��(�ri.Ila�'F�� '�;��� j
APPROPRIA TE JOINT MA TER/AL SHELL BE USED. SECTION �' ,. � ry� � � �€� �}� � � �� ,_ �.���:�1 ,.�4 '
EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL.
5. USE THE FOLLOWING DIMENSION. � q , L Y "',� €
". - !t ^'<•%.5.,r,sve•,r,+T1rom^eV^nwm.nw.i;a+i"im,lri«;.:eW.MJ,hs.,».e..ae5s,vah3w:tna.Yu:w«4:u+n}i:r.i:..r:me.n•
idw.&M MUM EX
c=4". b=6". c-9
SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 SOUTHERN CALIFORNIA EDISON COMPANY (800) 655-4555
MR. BOB STALLINGS 7951 REDWOOD AVENUE
P.. FOR BASE LINE ROAD CONSTRUCTION
FONTANA
GA 92336
`.. VERIZON
$OQ 483-3000 RANCHO CUCAMONGA FIRE PROTECTION (909) 387-8104
Lid 10500 CIVIC CENTER DRIVE
SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2200 RESIDENTIAL RANCHO CUCAMONGA, CA 91730
-:L: �.. :�..Awa. w .: I HEREBY CERTIFY THA T I HA VE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) THA T COULD BE DISTURBED 216 N. EUCLID AVENUE (800) 427-2000 COMMERCIAL
� ,&�. � tk.:�, Vit. w�t.� ..�� 6•r 1�`
BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTL Y EXIST IN THE FIELD ARE SHOWN ON THESE PLANS
ONTARIO, CA 91762
AND ARE DESCRIBED AS NAIL & TAGGED RCE 9101. CITY HALL BUILDING & SEFTY: (909) 477-
.
CUCAMONGA VALLEY WATER DISTRICT (909) 987-2591 10500 CIVIC CENTER DRIVE PLANNING DEPT. : (909) 477-2
10440 ASHFORD STREET RANCHO CUCAMONGA, CA 91730 ENGINEERING DEPT.: (909) 477-
1: d .1 1 I�1.I u t.0a
ATP T.l( ��v x x 0 QROFESS/n RANCHO CUCAMONGA, CA 91730
C METROLINK (213) 620-7245
BY.' �,`4,�`�► R'��t 2� METROPOLITAN WATER DISTRICT (909) 593-7474 1100 E. SEVENT STREET
KEVIN J RICHER DA E ca ', ' 700 N. MORENO AVENUE LOS ANGELES, CA 90017
R.C.E. 4.3714 LIC. EXP. 3-31-2009 � LA VERNE, CA 91750
®N� C � Ti'q�N TS� Lv FF SANBAG (909) 884-8276
No. 43714 Al LWI , CA 92503 (800) 626-6299 472 NORTH ARROWHEAD
ARROW ROUTE
. Exp. 3/31/2009 CALIFORNIA DEPT. OF TRANSPORTATION, DIST. 8 (PORTION OF RED HILL) SAN BERNARDINO,' CA 92401 ,
ETR®IDOL/TAN , Z�/L' O S.' 464 W. 4TH STREET, 6TH FLOOR
SAN BERNARDINO, CA 92401-1400 (909) 987-6275 RAILROADS (213} 267-5111
LL_ 1. THE PROCEDURES AND THE SPECIFICAT/ONS OF ALL CONSTRUCTION ST Givik,, ��� BURLINGTON, NORTHERN & SANTA FE RAILROAD
EQUIPMENT TO BE USED FOR THE GRADING AND COMPACTION OF SOIL ATF OF CAS-�F�� SAN BERNARDINO COUNTY FLOOD CONTROL NEW JERSEY BL VD. AND PA VEMENT IN THE AREA OF OUR PIPELINE MUST BE SUBMITTED FOR CHARTER COMMUNICATION OL DIST, (909) 387-8104
W > OUR RENEW AND WRITTEN APPROVAL A T LEAST 30 DA YS PRIOR TO USE. 6680 VIEW PARK COURT (909) 383-4561 PUBLIC INFORMATION 825 EAST THIRD STREET
a R W VIBRA TORY ROLLERS IN VERA TORY MODE AND ANY VEHICLES W/TV AN PR/0R TO OB TA/N/NG A CONSTRUCTION PERM/T FOR THE PROD T SAN BERNARDINO, CA 92415-0835
Sl A.T. & S.F. RAILROAD / AXLE LOAD OF MORE THAN 8,000 POUNDS MUST NOT SE USED WITHIN EC , A COPY OF THE CORNER RECORD FILED BY A
MWD'5 RIGHT-OF-WA Y QUALIFIED R.C.E. OR L.S. WITH COUNTY SURVEYOR FOR EACH MONUMENT SHOWING THE REFERENCE TO BE USED
8TH STREET u 2. M.W.D. INSPECTOR, DAFFNEY/VERSON OR JOHN OSORNIA, WA TER SYSTEM
TO RESET THAT MONUMENT AFTER COMPLETION TION OF THE PROJECT SHALL BE PROVIDED TO THE CITY. 1 ADDED UNDERSIDEWALK DRAIN PER Cl T Y QF RANCHO CUCAMONGA 10/22/07
Z OPERA TIONS GROUP, (951) 776-2669, MUST BE CONTACTED A T LEAST TWO STD. 107-8.
MARGAR1SA N TA Q DA YS!N THE MVi NDA Y THRU F M.WTHURSDA Y� PRIOR TO THE S TAR TING OF AN Y WORK PRIOR TO OB TA INING A CER TIFI CA TE OF COMPL E TION FOR THE PROJEC T, A COP Y OF THE CORNER RECORD F/L ED (��L • •
a CRT 0 D. FACIL I77ES AND RIGHT-OF-WA Y. B Y A QUALIFIED R.C.E. OR L.S• WI TH THE COON TY SURVEYOR FOR THE RESETTING OF THE EXISTING MONUMENTS NGINEER• -OWNER EVEL OPER.
O 3. lF THE GO VER O I/ER M.W,D. PIPE /S BETWEEN 2 FEET AND 4 FEET, A NO THE REL A TED PERIVA NEN T W1 TNESS MONUMEN TS A FTER COMPL ETION OF THE PROJEC T SHA L L BE PRO VIDED Ill TC ENGINEERING, INC
Q 9 7)L4 T EQUIPMENT MUST BE RES TRIC TED TO THAT WHICH IMPOSES LOADS NO TO THE Cl T Y 7'��4 7-EMPL E- �Y T), BL IID. WILLIAM FOX GROUP
L_ .� 1,11111 Ill 1111111 1 11
GREA TER THAN THAT OFA TRACK-TYPE TRACTOR WE/GH/NG A MAXIMUM TEMPLE Gil T Y, C,� g 178Q 3333E CONCOURS STREET
BUILDING 7, SUITE 7200 DESCRIPTION OF REVISION DATE 1
W OF 12,000 POUNDS, AND IF LESS THAN 2 FEET, ONL Y HAND EQUIPMENT 626 287-6416
TH STRE SAN MA Y BE USED.
MIN GROW ONTARIO, CALIFORNIA 91764111 �1111111 Jill,
MARINO W STREET NAME BOTANICAL NAME COMMON NAME SPA CIN SIZE TOTAL QN TY. JEEF� YA OUNG, PH D., PE PHONE.- 909-37.3-8133
SPACE CITY OF RE '� CUCAMONGA
4' q Q '7 R/W R/W HYSSOP STREET BRA TON POPULNEUS BOTTLE TREE 25' 07 C. 15 GAL 5' 11 EA.
5TH O q r
TRE T �'' 33 33 C M
U U Q FOUND BRASS DISC IN CONC.
BRIDGE ABUTMENT STAMPED "SB T1 TLE H E E T
ai 11' 22' 22' I1' REDWOOD HEADER 2"X8" CO BM 700-25 1968" 8' S OF S.
DRIVE
1
4TH STREET 0.50' 4' 6.5' 12'f 13'f `° SLOPE TOP RAIL OF S STEEL GRIDER BRIDGE
-- ----»--- �" OVER DAY CREEK FCD CONC.
�/�r / �/ � S TREE T IMPRO VEMEN T A NS
OF STAKE CHANNEL DR111F
Yl ,N!T/ AP 2.0 2 2 O% ( 2 p9p 2 -�-�%' A.C. PAWMENT FINISH GRADE = ELEV.=1128.039 0 /�/�}
N T.S. ~---,- CCNSTRClCTIQN NQ S I I .g I I I III III I I I n I I I µI I I11 wI I
DRC 2003--006
.. �.. CLASS 11 BASE FI I4I I I I qq '
a'',.. :>�' ,az y gam..»
m. .,> I.I II a
...,v ��'�` � ;-3 :� .� I ft, APPROVED BY:
1, ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD DATE
PLANS.
1 EX, G ADE � `''
1 CITY ENGINEER -�
,w R.C.E
1 d: m f,., r !r
AN AGRONOMIC SOILS REPORT ` `� ` ' fr, f f
f �
T."• 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, �' .; ' � .`
�� _;, ,. ,�.�,��; A�,��,, . �,... DESIGN: RECO
IL TOLL SHALL BE FURNISHED TO THE CITY INSPECTOR, ANY UNUSUAL TOXICITIES OR LAND'& MENT ARP All
07
1-800-227-2600 NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED NOTE �f' (FOR CONSTRCUTION OF CONCRETE GAP OVER M.W.Q. MAIN WATER LINE) K`�R 2313 E. Philadelphia St., Ste, F
BY THE CITY INSPECTOR. USE 16d GALVANIZED NAILS 2"X4"x24"REDWOOD Ontario, CA 91761
USE 1"X12"X2"SPLICE STAKE AT 2=-6"O.C. 909 930-1466 FAX 909 930-1468 SHEET:
T LEAST Q A BLOCK AT SPLICES DRAWN: ( ) ( )
BEFOREYOU DIG 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE
ENGINEERING DIVISION. VR 1
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA H}''�' (")P [)�I VE NTS ' DATE:�� OF
STA 63+50 - STA 67+00 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. .,.EEDffl0QHE6DERnr� APPROVED BY: CHECKED: EVIN J. RICHER
DRAWING NC
N.T.S. KJR R.C.E.43714
DATE: EXP. 3 31/09 JOB N0. 4178 ?_0 9
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19 ROPOSED 8 65-f-u
P I. SEE WA TER & SEWER PLANS FOR STREET PA TCHING,
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6J+ Y\ bryA EMENT
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mile Q� L- 40 0 40 80 120
TER Q ADDED UNDERSIDEWALK DRAIN PER CITY OF RANCHO CUCAMONGA 10122107
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T EA W_ STD. 107-8 & SHOWS ADDITIONAL FIRE SERVICE.
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CITY
C)�
DESCRIPTION OF REVISION DATE
__j
APPROVAL
\o�
L "o) L
??,OFESS
N ZY%Z-A If Q CITY OF RANCHO CUCAMONGA
FOUND BRASS DISC IN CONC. No. 43714
ASPHALT PAVING BRIDGE ABUTMENT STAMPED Exp. 3/31/2009 STREET IMPROVEMENT PLANS
"SB CO BM 700-25 1968"
ANY6,90P DRIVE CONCRETE 8' S OF S. RAIL OF S STEEL
GRIDER BRI REE OF C
FCD CONC. CHANNEL H )"SSOP DRI vr_
CUR VE REMOVAL
ELEV. 1128.0390 6J+50 NIFOUGH 6`7+00
NUMBER DELTA ANGLE TANGENT FT RADIUS FT LENGTH FT D BY: DATE COLD PLANE 1" MIN.
04*39'59" 309.66 7600.00 618.96
CITY ENGINEER R.C.
01*08'14 �75.64 7622.00 151.29 16*44'10" 14.70' 100.00 29.21 DESIGN: RECOMMENDED:
I-A\ OVERLAY MUNICIPAL WATOER mu"ISTRK LAW A0rwzoPmmrv'E*sy&v CoRpov
198*00'00" 45.00 155.51 2313 E. Philadelphia St., Ste. F
FOR CONSTRCUTION OF CONCRETE CAP OVER M.W.D. MAIN WATER LINE) KJI?
DIAL TOLL FREE
Ontario, CA 91761
02024'10" 158.92' 7578.00' 17.80'
1-800-227-2600
(909) 930-1466 FAX (909) 930-1468
DRAW SHEET:
N:
AT LEAST TWO DAYS v/?
BEFORE YOU DIG I\L-V1114 J'RICHER DATE: 2 OF 4
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA APPROVED BY: CHECKED: DRAWING NO
R.C,E. 43714 0
DATE: Kdl? EXP. 3/31/00 JOB NO.
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SCALES:
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INSTRUMENT RECORDED 12/04/72 /N + ^�� Q APIC• 0??9-1?1-17 `� m o 12" s 12"
600K 6073, PAGE 66, OF OFFICIAL K ^Way O a �J 4
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DA YLIGH T LINE 18 r
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IA Ac s � o o o CONS7RUC77ON N07ES:
o0�w °�°am 0w N Oaw m N Z W W N O CONSTRUCT 3 A.C. OVER 4 " CLASS 11 A.B.
r r m + Xo m m I V ACCESS ESMT.
I o + w O N w� + w O r+ w p W� Q C� 15 CONSTRUCT REDWOOD HEADER PER DETA/L ON SHEET I.
F- P H- a, IK
cV Q tyr 17 CONSTRUCT CROSS GUTTER PER CITY OF RANCHO ,4.a".. .,.,, �. ,r I.
APM.• 0229-271-0 ,"�Q CUCAMONGA St-0. 106 8. �.. �:"�:." w•
v W 18 CONSTRUCT V-DITCH PER DETA/L HEREON. FIRE ACCESS
APN. 0229-271-42 0' "70'
I /jEMOVAL NOTE'S;
� � HYSSOP DRIVE
1 SEE SHEET 2
�i REMOVE' EX/S RNG A.C. PA VEMENT
AIRE A OCESS CITY
DESCRIPTION OF REVISION DATE APPROVAL
(Wl THIN EXISTING 8TH STREET R/W) y �j
f CITY OF RANCHO CUCAMONGA
A. T. & S.F. _ S TREE T IMPR0 VEMEV T PL A NS
RIW Rlw Rlw PLAN AND PROFILE
25' 25' _ 50' 50' INDEX HA
1267' 1233' 12.67' 12.33' SCALE.- 1'-160' 8 TH S TREE
_� - .�._ - �� 1+00 THROUGH 4+35
2'1
BENCH MA
I ' pFEss/p/N, APPROVED BY: DATE ,
FOUND BRASS DISC IN CONC.
+ BRIDGE ABUTMENT STAMPED .�� Cy 'y� CITY ENGINEER
A � Q- 15 �/' "SB CO BM 700-25 1968"
8' S OF S. RAIL OF S STEEL �° DESIGN: LAND UE122Api4/ENTDE$yyG/V CORPGIRAA RECOMMEN ED:
t r 15 6E GRIDER BRIDGE OVER DAY CREEK
Q >LX GSA 40 0 40 80 120 FCD CONC. CHANNEL No. 43714 KIR 2313 E. Philadelphia St., Ste. F
DIAL TOIL FREE o _ ---'" v �r Ontario, CA 91761
-800--227-2600 -- ELEV.=1128.0390 DRAWN: (909) 930-14 6 FAX (909) 930-1468 SHEET:
AT LEAST TWIT DAYS
BEFORE YOU DIG �� _ �- � STgTF OF CA F`��\P VR
DATE:#7 4 OF 4
TYPICAL SEC110111 Scale � 0 KEVI J. RI HER
UNDERGROUND SERVICE ALERT OF SG..THERN CALIFORNIA CHECKED: R.C.E. 43714 DRAWING NO.
CCESS NTS
FIRE AKIR e
20/�
EXP. 3/31/07 JOB N0. 4178