HomeMy WebLinkAbout1235 UtNtriAL NOTES
1. ALL WORK EXCEPT AS OTHERWISE NOTED SHALL BE DONE IN
ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA
WIL50N AVE.. STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
ML CONSTRUCTION - CURRENT EDITION. CONTRACTOR SHALL BE
FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO
THESE STANDARDS AND SPECIFICATIONS.
Wui 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR
POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN
OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS
OR IN ADJACENT AREAS WHERE
~.., IMPROVEMENT WORK IS TO BE DONE
SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS
REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA.
ui 3. A PERMIT SHALL B
E OBTAINED FROM THE CITY OF RANCHO
N\4 CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO ANY
_j opm ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO
1 woman EL io� pal EL n Alftlima CUCAMONGA EASEMENT OR RIGHT-OF-WAY.
N I LA N b
ALL SE
ND (E4. WER, WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY
_11999 50 n44n�rw_ LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR
HIGH-
1 _ S soft sum M 1�_ R OrAvl 0"N�mu M TO PAVING.
5. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH
AM
HIGHLAND AVENUE
0
1"} TH DE C BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES
CHANN R mNE 0 3 2 SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO
ST SHALLCUCAMONGA. A BE SUBMITTEDTTEN TO THE PORT WITH THESE COMPACTION TESTS
CITY ENGINEER, FOR APPROVAL PRIOR
TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING.
6. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE
SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR
`a4. PACIFIC. R/f` DETERMINATIONS COMPLETED TO VERIFY:
(A) STABILITY, OIL CONTENT AND GRADATION OF ASPHALT
f SURFACING.
7. WHEN IMPROVEMENTS
ARE TO BE PLACED ON NATIVE SOILS WHICH
LINE AV
CONSISTS OF A ROCKY MATERIAL, THE SUB-GRADE AND ALL VOIDS
OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL
OF A QUALITY BETTER THAN THE NATIVE SOIL.
PRIVATE ENGINEER'S NOTICE TO CONTRACTOR I � � SC. ,LE $. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM
�' 1 V "'204` RESPONSIBILITY FOR THE CORRECTION OF ERROR & OMISSIONIL SION& 11110901%ff M A Oak ,
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY I; DISCOVERED DURING CONSTRUCTION. THE REQUIRED PIPES OR STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A I (p Q PLAN REVISIONS
SHALL BE PROMPTLY SUBMITTED T
SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOW- °° •• „• O THE CITY ENGINEER FOR
LEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON ° °t APPROVAL.
THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE _.
N.T.S. PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN 9. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT-, CLEAN,
'PL IDNS ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE ��
HAZARD FREE, ORDERLY STATE THROUGHOUT CONSTRUCTION. SITE
SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR.Ml M"M MR S
ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK
"TILITY n 11,1 ®° °� '` '� �� •° °' 10. THE RESPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS,
0NOTSHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR PAVING REPAIR AND PAVING REPLACEMENT IN CONNECT-ION WITH
- OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE � � � SEWER AND WATER, GAS, PHONE,. ELECTRIC OR ANY OT
I HER UTILITY
PLACE N WORK AND THE PUBLIC IS PROTECTED. ALL CONTRAC- LINE INSTALLATIONS WILL BE THE RESPONSIBILITY OF THE OWNER,
TORS AND SUBCONTRACTORS SHALL COMPLY WITH THE 11OCCUPA-
TIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPART- 4. a ca AND SHALL BE ACCOMPLISHED IN COMPLIANCE WITH APPURTENANT
MENT OF LABOR, AND WITH THE STATE OF CALIFORNIA DEPART- �I ORDINANCES AND STANDARDS.
CONTACT HFOLLOWING. UI • 4 I TEXCAVATION: MENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY 1
ORDERS". (TRACT 13279) �I 11(TRACT 13279) FAMILIARIZEANY CNIRACTOR HIMSELF PERFWITORMING
WORK ON THIS PROJECT SHALL
ALTELEPHONE C : [ ] x}22'-41 THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR � � � � SITE AND SHALL BE SOLELY
RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING
2 (](JI-H LOCUST. THE CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE WITH DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR
THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS.
P.O. 2920 U.S. DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA
12. SHADING ON STREET PLANS INDICATE A.C. PAVEMENT TO BE
CALIFORNIA " DEPARTMENT OF INDUSTRIAL RELATIONS° "CONSTRUCTION SAFETY INSTALLED.
• ORDERS."
13. ALL REQUIRED STAKES SHALL BE SET BY THE CONTRACTOR OR
CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND ENGINEER. �
LITHE CALIFORNIA CO: [714] 529-2070 COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE
COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY 14. ALL CURB AND GUTTER, WHERE GRADE IS LESS THAN 0.40 PERCENT
21 1 T I STREET [7141 t '
OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL SHALL BE STAKED WITH OFFSETS AT 12.5 INTERVALS. PLACE 3/411
BREA. CALIFORNIA 21 APPLY;CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING DOWEL PINS AT ALL EXPANSION
JOINTS.
HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY 15, SUB-GRADE STAKES, DRIVEN TO THE PAVEMENT AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY ENT SUB-GRADE
CUCAMONGA TDISTRICT: ( 14) 987-2591 AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE ELEVATION, SHALL BE SET BY THE CONTRACTOR OR ENGINEER. THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR STAKES SHALL BE SET ALL AT HINGE POINTS AND EDGE OF PAVEMENT
RANCHO 841 E AI A LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR
I POINTS WITHIN 0.01 FOOT
THE ENGINEER. OF SUB-GRADE ELEVATION AND AT NOT
UC: CALIFORNIA 173 MORE THAN 50' INTERVALS. ADDITIONAL STAKES MAY BE REQUIRED
-• 2 '-
INDICATES BY CITY ENGINEER AS NEED AT WARPED OR VERTICAL AREAS.
® 16. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS
v
STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND
P.C.C. SHALL BE UNIFORMLY '
APPLIED AT THE MANUFACTURER'S
RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO
PAVING.
• LlzuENu 17. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY
THE CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL
Uff 'sNb"T"m aUlf46%oTl""" NNU IEbAo% ANLj Erl"31TIMATE"" 00% 0 a AL a r MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITES
CONSTRUCT 4 "A.C. OVER "A.B. P4VEMENT (T4 5E. vERIF-►ED AT SU5�RADE I3Y �o►L'S Et4UtNEF_R.) CCS, �� ��
BEFORE SUBMITTING A BID. ANY ITEM OF WORK RE U1RED
- _ _. � . � � 5P PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE ESE
2. Ct7N5-t RUC:T 5 StDEWALK PER 0TY OF- RRANCHC> CUCAMONC-7A STD. ata t. II. STREET N.gME SIGN BY OF
' R/W ITE AITCH 4' 221--�Co' Ig`_�2` I�` R/W ` QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER
3 CONSTRUCT 8" CUR15 W/4-8"CbUTTER PER CAL _rF,4,NS ST'D. PLAN N'8-AA2.-8 MODIFIED R D�TAtt-- SMT. 2 .�. L,T= PUBLIC STRL,E?" L/G�lT to ITEMS OF WORK.
5' 51 18. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMB
401 AND 402 SHALL BE CO ER
4- :4NSTRUC.T GUN ITE DITCH PER DETAt L SHEET 2 ° F'RL f��`DRAIVT N
5 �'CJNSTRUCT HANC>tCAP RA PPE _ ly�C: L-P' -- .
CONSTRUCTED AT EACH INTERSECTION.
CROWNLINE. , A.C•PVMT. !` I 19. CONTACT ALL UTILITIES AS REQUIRED, 48 HOURS PRIOR TO
M R COLT NS 5TD. PLAN N$ 1[3 CASE E.. _ EA _ry_' WATER ,b;'.�Il/V EXCAVATION PROVIDED
I FOR YOUR CONVENIENCE ARE THE
6 CONSTRUCT �Ca" DIKE PER CAI_ TRANS STD. PLAN A-1 3 TYPE A., DETAIL, SN cET 2 f..fi.
GATE VALVE FOLLOWING:
(SEE UTILITY LISTING HEREON LEFT)
_7 CONSTRUCT TRAM` ITIC3N E5"CURSW/412d'GUTTER T4 8" CUR W/24."UTTER PER cl-r-r of RANCH(Z SEWER MAIN AND MANHOLE C.DIKE ,� 20. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS
REPORT
CLIC ONGA STD G • 110 L"� ----SD--- ST0RM DRAIN {.z� Q 3 SHALL BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS
CUR5f GUTTER OR DETERMINATIONS COMPLETED TO VERIFY SIEVE ANALYSIS, R-VALUE
EA -fir RCUC-)H C- E CON C_ AND SAND EQUIVALENT OF AGGREGATE BASE.
B IN �°AL_L4 •STREET' L.►�MT 5800L. N.P.S.�l.. -.• ..1 SLOPS (-�`� PFR PLAN}
51DE.WALK 21. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND
r
IE�IS-F'°A,,L.L_ �,Tf�EET NAME tC�N PER CITY CSF• RANCHO CUCAMC�N STD. 4-CJI 442. G-A Mms. REMOVE Ex1sT. G - � PAVEMENT
A.C. TESTS TAKEN To DETERMINE STRUCTURAL SECTIONS
(PRIOR TO FINAL PLAN APPROVAL).
t0 �-1N ST'AL_L. �C"C)P SIGN PER CITY OF RAt\ICI-�O CUCAMONGA 'STD. 4C�t �4.02.____�_ .�®. t E.Alook Ap% TI "� 22 THE FINAL NAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY
ja
wft
ma'a
&ft
rma
NE
PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITES AND UTILITY
G-- REMOVE. E�,.EST'1NG A.C.. P'AV�,MENT'..®... _ � � ,�.°1G'► 5FGT I L RA LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED, AND ALL
�_ ACD,JUST WATER, VAL-V�. CtDVE, TGA C� AD�.. ON-SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE` BEEN
_ I EA 1AVE. COMPLETED, AND ALL UNACCEPTABLE PARKWAY AND ROADWAY
t� DJI.�ST MA[\iHC}LC TD C-,RADS . _�... IMPROVEMENTS ARE REMOVED AND REPLACED TO-THE
14 SAW CUT A NEA-7 E,
HE SATISFACTION
FES 1 THE CITY ENGINEER.
QUANTITIESCUT FILL
(515 - IN5TALL- REDVV a HEADER (2'x 4') _ _ LP �►t:EsJIlD Fc STREk°r r�EEsESTIMATE OF EARTHWORK � .
f4�
tCc9 C.ONSTR CT GUNtTIcc DITCH tNL.ET PER DETAIL, SHEET 2 t �j /�� C.
�/ -7• / C.
�/
MIN. 1�.� 4513 C.!. /76 1. 1` Q
I-T 11\I�TAL.>_ 4."'SOLlt) VVH ITE STRIPE PER CALTRANS STD. A-2.0-5 DETaIL° 25. GrREEr NAME � ICAL NAME C®A(Alcal N .S�°'ACP SAW Tl2r Q CLEAR R t .o T.} = 85 F=
%5,4 L, 15 A,800 F < > + c�
113 IN STALL_ 4 ` SOLIE) YELLOW u BL.E STRIPE, PER CAL
TRANS AGER.STR TAI 04 CRAPS n Z�" u t C C 15 F T ) `� 0t4o.
NS STD. ,�-2Q-A DETAIL--Z2 . z,? LF 1 C-HuliD AVENUE 1h,1 tIM�` RID 2D` 4.� ADX 19 < 362 > + 64 ti ^ • •
X
1 - CONSTRUCT LOCAL. DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. 518. t EA. U Ne T � T b'rT• �' JUST QUANTITIES
4/5tJ C.Y. $40 C.Y. "
20 INSTALL 5-rREET LIC)HT 22, N.P.�.�/. j EA. 1, ALC. STRj' E 1 CE Wirm Cts'' STANAARD PLApfS. SHRINKAGE C / �
21 ---{; STA L I..,EEV E Fc> !t:R t�A-c-i oN L.►N ,2, PRIOR TO COMMINCEMERT of ANY PLAWIN4 AN AGROA10MIC $AILS REPORT•SHALL BE 5 a < X23 > ,Q1�DE0 DR"144Y ANP STREET"TREES-, SHEET 4 sy
�'u viSNED TD E cnY /NsPEcTAR. AI►LY uNuSvAG TDX1C►Tia DR Nu1RrE�T pE�=t E x C A A T t N I A G C < OF ARMSMOUrs k 8 PRC2ooT-.6o ow oo -®0004
o z2 IP•I�T-,qLL 4" DASHED WHITE f PER t_TAN A.-2C�-A DErA,tL. Z�te�' . Gl=' MAY R�` E`' CkFftL SOIL A EM ENT" S E tN �' �r � � > .'�
BA M AM S, A DET RM ED OY aN GTY IAC ZL REV/SED PHASE L/N,E'NO.Y 4 CURB RETURN 5-16-83
50 CONSTRUCT 18" RCF' �- CID' LOAD PER PROFILE tTt ------ - a
l�Co �., •) 4LL 5TREE'T TREES ARE' suEJECT 7th I(�rCT1ai 4tv AGCa7ANCLf'QY 7HF�NaIN! II�C 3527 C.Y. 840 C.Y
51 CON ST R U C T 19 X 30" RCP H.E 17EPARTNIBIVt'
%36G LFEXPORT 2687 G.Y' REVISED 001?e oqlV,5 3-22-99
�., STR Er TREES ARE 14 W PUNTED PER PUBLiC IWROvaMENT R,4,#g DNLy CITY
5Z
CONSTRUCT CATCH BASIN TYPE G3 PER CAL TRANS STD. D-�3 _ IMPORT
DESCRIPTION OF FEVC10 T
APPROVED.
4
53 CONSTRUCT MANHOLE `/�' PER RANCHO CUCAMONGA STD. 5I0
EL g AM
54 CONSTRUCT 4.811 CMP RISE PER CALTRANS, STD. D -9(0
BUILDING V AATt
/E. fx _.. �' � C FT.)
55 0 rOm R&AA Aulhc CAM
CONSTRUCT FLARED END SECTION TYPE A PER CALTRANS STD D-94 #:` _ vff Ulm
56 -CONSTRUCT RIP-RAP EHEC-alt T31SIPATOR PER RANCHO CUCAMONGA Tll. CITIT
;. `,I,.,
c
•
51 CON 5T R U GT C ATG H BASIN TYPE' 4S PER C�4L TRANS STD. Dl�a. D-72 -
now 111M
CS 7:__o.,
CONSTRUCT CONC.. PIPE C.C)LL.AR� &-ft soft amme 0% SE
CON5TRUC:T^ 24" rw`
PCP D- OA PER ,"t� �i''R A
( L_ ® R PROFIL.F-� �a: .
/Y3TALL 8"SOLID WH17E STRIPE PER .CALTRANS TRAFF/C M.QNUAL �' R` ��=' tl 1. AN ENCROACHMENT PERMIT I E I AVENUE
S REQUIRED FOR ALL WORK WITHIN CALTRANS
RIGHT-OF-WAY. (HIGHLAND AVENUE)iiv5 7.IL L ,a,ee®w �E,erG7-,e,9 Avs 7 �Frc NJ�I.vu.A Lim' -��' OFF-SITE TRE IMPROVEMENT PLANS
r �l llVtSt"CgGG. !�'1 �alGlV l�''CP CIaG-t"�Pt"� tSZ�cC7 2. ALL
WORK WITHIN CALTRANS RIGHT-OF-WAY (HIGHLAND AVENUE) SHALL --
! �,c�1 Y* DATE:
�2 l Zl�GG �� �' "' '+� ?'" '� �?'°cC7. CONFORM TO CALTRANS STANDARD SPECIFICATIONS. APPROVED
a « a I CITY I •_ 223° 7
INSTALL DRIVE' APPROACH PER CrtY OF RANCHO cucAMAiVEA STA, iDitYP� C. w ANA R PFR ALAN
2 INSTALL STREET TRrES PER Pt-AN AND LEGENP AND NOl'ES FOR Sll�EET TREES J�EI�EaN , ER�
f
4 BENCH MARK B.M. 163B DESIGN MORSE CONSUL77NG GROUP � � M �N Ed
ELEV. 1297.297 G.\ °
----� 4860 IRVINE BOULEVARD,SUITE"201
'Up(;(JNSULTING GRU24 EAST OF � ETI WANDA IRVINE,CALIFORNIA 92720-1999
pr PLANNING j j S' j AVENUE AND 44' NORTH DRAWN !�al7soa1I7 '�IIEET
OF q BASELINE, SET BRASS M..C'. �
4860 IRVINE BOULEVARD,SUITE#201 BENCH DISC. IN , TOP OF p - of
IRVINE, CALIFORNIA 92720-1999 NE END OF A 4`X2' CONC. CHECKED �`G�� • ., ,F'�` r� �� DRAWING NO.
(714)730-7117 BOX CULVERT. _ �______
- 1164�`Vli'
t P
_.
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TYPICAL SECTIONS
NILY RIW
SLY RNV
124'
025' 0.4Z' 0..25' , t2" 49 24 48 12"
VARIABLE Wr&O� 50 INTERIM CDN51 -
*3 BARiPt �� EXIST. RIW
I FifCL AND 00 AWr#/TN v les 18'C•G• 18 C.0• �� 21' 10' 52 33 EXIST.RAY
8
's EXCAVA7W MATERIAL V;W ar LMS ► 2: CSTA.31+10.5CoTO w
i C S'TA.3%+ 10. TO 5TA.32130.(81 VAR.)
O./SM/N.
N :.: � N rye . 5TA.32+30.4 i-- 4' 4' 19' 1' 4' 22' 22' 19�
M VARIES) (g'CA•31+10.5!0 3 ' + x1sT
S� XAER EDSE 3' NATURAL 21 TD 9TA. +10.5 6CROWN UNE PAVM . Ig, 4' S 5 I CI
18 1 e' 18 18 GROUND VARI ES)
NI I • ,
�— ASPHALT CONCRETE DIKE A73 6 3' 0 LEVEL LINE ,
AR .2.85% G59' 0.44 I 0.80 U•331
N.T.S.
4 !! !u -of uvl, Co` IIS FT
1 L i ULTIMATE I � I =I►su
4 SECTION J
4 — GUNITE DITCH DETAIL
HIGHLAND AVENUE EX15 +10-% TO 32 •af+30CLA►55 a f 3 z +r
r. 31
N.T.S.
ASE
rr 4W 114m 48'
f
HIGHLAND' AVENUE
sl STA. 51+10.SG -M 32+3069
! 150rop10 Ft DI-Tr.H 374-/6.69 70 50+90.90
SEE SHEET Co
N11 ri
77- 9 R•68
REVMSt'D��,7f W4LL ELF/• FOR DETAILS
EX15TIMG WALL �►
\ LAP 5FEL MR g � �'' 4 C4 N'LY RIW SLY RM/
'r"' •�, W//EEx 5TE S _9 d 2.1 VAR. I201 TO 124'
. ArFIeDv® PLAN g �` I I SLOP, '
ji
TOP\*At- EL. 50' INTERIM.CONST. 33' £ VAR.3'l TO 41' ;
'S ISAR 18"
O.G. EA•\#^Yn1 ( EXIST. RIW 1O� �r VAR•23'"TO'.506 10, V4R. 50'70 43' EX-5.51 R/W 4'To8'
1 d EXIST.
DITCH -7'T
! ! VAR.1 � � �
4 GUNITE DITCH DET&IL.. i I I - 4 4' VAR. TO 10 3Tai 4 VAR. 2Cv TO 22 VAR. tg T021' t9
`./ H A -
HIGHLAND VENUES N.T.S.NT9 , �, GROWNLINE
ST&. '51+00 TO STA.39-00 � � �� NATURAL 2 is T014 VAR. 4 1 S S 19
r GROUND
TV46 Dflr.N510N 5HALL SE 30" IN THE IMMEO W1E � �.� I J
LocATtON OF THE EXI'S11NG a:tkimi a4LLAm =-I 1 3 6
(5'T1ti.. 31+33
TO '577-43) GUNITE DITCH INLET DETAIL R
Irc '� ,,4�
I VA .4.1�;,1�q.
A THE EXIFKOM •� NG STI (
5 X _ s y I
. � 51-153-4
1
+ l T � -1531 w 4 V�GN ' ,.,. W.T.S.
r `v'll '•itY����•
• 2 �
CLASS U 'S
HIGHLAND AVENUE �asE
•
4e roN T.G.ELEV. ST4.2fe+1'L.31 Tb 3l t 10.56
• 2" 2"
Tor OF
TI-'0) R=roB
PAVEMENT '
316"L.lP
or .:
tp
4.356 --_•_• N �
EXISTN LY EX1 ST 5LY
R/WR/W
TNIC,K AGGREC-AlBASE I '• `9 331 331
o �. �•, ,�,moo, ,
' • VAR.!ATO I"1 VAR.4'TO14 VAR-1-2' TOO VAR. 22' TO 181 VAR. 11'TO t5
4e" 811 _ GR0NN LINE M
.�. e..l '
• �� �N LINE moo` WITH �. 5
CALTRANS STD. PLAN N8-A2-8 MODIFIED F�Q�1° vARDo,• ? NATURAL_ •
i xMgx o?S� VQR GIqDUND
3 w I 15 >
8 C.F. AND 48• GUTTER DETAIL
N.T.S.
j s'�r HIGHLAND AVENUE
w /24' NZ r STA. 50+80.90 TO 53+00.00
T1=9 R= �8
4/ 3'-�' 50'WrERIM C0N5'TrdY-"TI0t4 AND 'aE NOTE; ALL UTILITIES 70 5E LOCATED BEHIND SIDEWALK.
t1:x1sT.RIW EwST.RMI MAINTENANCE EASEMENT. % AS DETAILED hfE79EG1V
' 52' la VAR. 21' 70 316'
y (57A. .34f50 70 .%-W - 37'70 52' 1-14-010 )-z-fv
E 6• em �, D
VAR. • 9' 707'/9' VAR. 22'20 32' 12' 4 7' /9' 4 4 QSEVPON x-10 elf 99 '`p*8p90 a'f 110RT,E Co{Igt1L11t�G T--,W
VAR. VAR. MrA.34+50 ;V
1 CQNSMOCrICIN AMM �'-9' y� -S, q.� VAR 4-m28' V�N LINE— -50..x-,�,�-� 21 DESCRIPTION OF REVISION DATE cl
APPROVED-
GROUND
O CONST. "A.C. OYER "A-6. R4VEMENT (7b BE VERY/ED AT,%AWADE DY"L3 EAW#EER.) CITY OF RANCHO
2 COA03 5' S/LIEINL/( AER CM OF A%4040s7n -40B.3// � G, CUCAMONGA
l ~ t
/5 /N,$TALL REDNb00 /•/L�AOiER(2'Kd)
two r
4 . SECTIONS AND DETAILS
aar 32.30.69 70 34+7500 TRACT 13279 �
d 3 ; CLJ►51S u
d APPROVED BY' DATE: G
HIGHLAND AVENUE CITY ENGINEER R.C.E.C. NO. Z`3�
i E
STI,. 32♦�69 rO 370 16.69
DESIGN �MORSECONSUL77lVO CROtJ!* RE OfNMEN�D
w+iw.c.wowc.ue..pRnowtw.,�, b �'
L W.7189 R=68 4e60 IxvlrE eouLEvArsn.surrE moo► . • `
IRVINE CALIFORNIA 92720-1918
DRAWN m4)730-7117 ► SHEET �
' MC. 2 or 90
CHECKED DRAWING NO.
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DATE FILE NO • `)
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