HomeMy WebLinkAbout1311 PROFILE SCALE
HORIZ. I " = 40�
IT -- VERT. I" = 4
°° EXISTING NOTES
_ EXISTING GRADE AT N'LY R/W F-:
1555 -------------
M � N to 7C
1555 �-- w 1555 qQ 1 AIL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE
CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD
NO "'�-�- 0 _� SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION - CURRENT
¢ EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE
- m (^,) ^� RESPONSIBLE FOR ADHERANCE TO THESE STANDARDS AND
- ►a. hp SPECIFICATIONS.
(R=-0.50%) _ o N o �h
- + 0 r"A' 2 ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR
pN `n I POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN
1550 J 1550 1550 OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS
F. OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE
LLJ
EXISTING IMPROVEMENTS PER PLAN NO. 1171 SHT. 4 OFII 7 SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLAN AS REQUIRED
AT NO COST TO THE CITY OF RANCHO CUCAMONGA.
F--: U
Z n 3 ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL
Lo
z FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY
ED RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING
c0 �,� DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT
1555 n " - N 1555UCH FACILITIES ARE SHOWN ON THESE PLANS.
0)h �`- -'� EXISTING GRADE AT Is" DtA. K.G.F.R2 LO_ �� CROWN LINE TRANSITION N u-) 4 A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA
_ GONNE;GTOK PlP[;
(��0.50'%) �� � -� � �-•--- F ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR
CONSTRUCTION WITHIN CITY OF "'RANCHO CUCAMONGA EASEMENT OR
�- -_--_.�--- Irl
RIGHT-OF-WAY.
�� -- (R=-0.50%) 1p 11 Nv
?� .O '� 5 ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER,
z �„�_ PAVING STAKES SHALL BE SET AT ALL HINGE POI NTS, EDGEOF
Z �������..i�i� �� PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND
. 1550 7 z o 1550 1540 h `�• AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING
J, STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED
~ + v~i EICIti1.51".OLA. K.G.P +I O�@,' � OR VERTICAL CURVE AREA.
N v Z z z �0 �V. 6 ALL SEWER, WATER, ELECTRIC, GAS, TELEPHONE OR OTHER UTILITY
z4, z H o 0 0 Jum C110N 6TKOGIUKE "A I �h LATERALS, MAINS. OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO
cv 0 Z PEK GITI 470. PLAN 508. I , PAVING.
�
a) W w z A° 35'30'00" 0: 1.41'
N O ' U 7 COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL
1555 �� 0) 0 1555 G' 1.32 0= 4.48 COMPACTING OR I G I NAL GROUND AND ALL SUB-GRADES SHALL BE
41.
+_ LO Z 8` I1.8t F- 14T, (j- .p c- PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A
_( R=-0.50%) - - to ;'� 5• w ►r o WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE
R = -0.40% 5 1 5 ap f7 G: 2.24', (,'7.64 OSP���1`�'0 ' SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE
o N R= 1541.06 hN + +
PLACEMENT OF BASE MATERIALS AND/OR SURFACING.
N o N N
' 'O ��y 8 AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE
S= 040 _ - R=-0.40% R 50% N 'n � �<s SUBMITTED TO THE CITY ENG I NEER, LISTING ALL TESTS OR
1550 _-� ta _a --r' 1550 1530 o DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL CONTENT
EXISTING GRADE AT S LY R/W �.4 4 114 � , i � �. AND GRADATION OF ASPHALT PAVING.
- PROPOSED TOP OF S LY CURB
r gr S d m 9 PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT
SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TEST
Q - t- OR DETERMINATIONS COMPLETED TO VERIFY SIEVE ANALYSIS AND
�1 CL (D � SAND EQUIVALENT OF AGGREGATE BASE.
Nits Y11 ` �= + 0 Z 6 10 PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALVE AND
`n PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECT I ONS(PR I OR
31.42 - ti.44 N TO FINAL PLAN APPROVAL) .
PROFILE SCALE O.G• 11 WHEN IMPROVEMENTS-ARE TO BE PLACED ON NATIVE SOIL WH I Cil
CONSISTS OF A ROCKY MATERIAL, THE SUB-r:RADE SHALL ' rE
PREPAHORIZ• I" = 40' CONNECTOR PIPE PROFILE GRADE RAND ED BYALLMVOIDS OVING ALL
DEPRESSIONS PROTRUDE
SHALL nHE4r I L L EDHW I THEA
VERT. I a 4' - FINEM RGRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE
19 20 2. 1 2 2 23 2.4 2 5 2-6 2 1 12 IF THE ASPHALT CONCRETE IS TO BE PLACED SUB-GRADE, A
SOILS STERILANT REGISTERED BY THE E.P.A. FOE. U-E UNDER A.C.
AND P.C.C. SHALL BE UNIFORMLY APPLIED AT TJF MANUFACTURER'S
RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO
CONSTRUCTION NOTES FOR TREES PAVING.
I STANDARD STREET TREES ARE TO BE PLACED IN ACCORDANCE WITH CITY CONSTRUCTION NOTES 13 AN ESTIMATE OF QUANTITIES IS PROV 1 DED BY THE ENGINEER ONLY
FOR THE CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL
2. ALL STREET TREES SHALL BE STAKED AND PLANTED ACCORDING TO CITY 1O CONSTRUCT 8� P.C.C. CURB WITH 24' GUTTER PER CITY STD. DWG. MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE
STANDARD 605A. _ _ ( SUBMITTING A BID. ANY ITEM OF WORK RCOUIRED BY THESE PLANS
T
t' �'' ) ) NO. 303) .-550 L.F.
3. SOIL FERTILIZING AND CONDITIONING SHALL BE IN ACCORDANCE WITH •1 �� r \J JSECTION 212-1.2 �, f WHICH I S NOT SPECIFICALLY L I STE'? I N THE ESTIMATE OF
CONSTRUCTION. 0 YPEHEI ORGANIC SOIL SPECIFICATIONS
A iMENDM�NTSFS ALLBBECUSEDKWITH THE S EMILLO PLACE O CONSTRUCT 4' P.C.C. S 1 DEWAL K (PER CITY STD. DWG. NO. 311 ) .-3,010 SF. QUANTITIES SHALL BE CONSIDERED A, INCLUDED I N THE OTHFR
RATIO OF I PART ORGANIC AMENDMENTS TO 3 PARTS NATIVE SOIL. ALL ITEMS OF WORK.
AMENDMENTS ARE TO BE THOROUGHLY MIXED PRIOR TO BACKFILLING. 60' \ /i 9 C- -� � 3 CONSTRUCT DRIVEWAY APPROACH (PER CITY STD. DWG. NO. 306)
( I /� � J � � / � � I �� 0' 40' O yy=50' . -992 SF. 14 CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM
4. FERTLLIZATION OF ALL STREET TREES SHALL BE PER THE RECOMMENDATIONS OF O RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS
AN AGRONOMIC SOILS REPORT FURNISHED TO THE CITY INSPECTOR. DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED
5. NO STREET TREE SHALL BE PLANTED WHERE THE CENTER OF THE TRUNK IS PLAN REVISIONS SHAII BE PROMPTLY SUBMITTED TO THE CITY
CLOSER THAN THREE FEET (3') TO THE FACE OF CURB, UNLESS OTHERWISE _ _ O CONSTRUCT 4' A.C. OVER 4* C.A.B. - 8,536 S.F. ENGINEER FOR APPROVAL .
6. ALLSTREETREST TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE I /� /� /�v LEMON AVENUE J J -��!� J J `,J 6 CONSTRUCT BARRICADE {PER CITY STD. DWG. N0. 404 & 405 -35 LF. 15 WORK SITE AND EXTERIOR STREETS SHALL BE KEPT I N A NEAT,
CITY ENGINEER. I I I - ' O CLEAN HAZARD FREE, AND ORDERLY STATE THROUGHOUT
- O PLANT 15 GAL SIZE LIQUIDAMBAR STYRACIFLUA (AMERICAN SWEETGUM), CONSTRUCTION. THE SITE SHALL BE CLEANED UPCN REQUEST OF THE
- Q PALO ALTO ONLY - 26 EACH. INSPECTOR.
-
I V- I 1 - 0
L I M/SONRY SCREEN WC LL I No z 8 INSTALL STREET L I GHTS 5800 LUMENS HPSV -'s EA• 80 6E mo TOR 6Y 16 CONTACT ALL UT!L I TY COMPANIES AS REQUIRED. 48 HOURS PRIOR TO
-IMPROVEMENTS PER .,- - + p DEYELOF0,, COOIWINAI 1NRU C111 TRAFFIC WTION AILD 10TALGED 01 4Ge. EXCAVATION.
PLAN NO 171 cr7 m
SHEET 4 OF I 1 N� • 17 THE FINAL OR SURFACE LAYER OF ASPHALT CONCRETE ROADWAY
LAr;USC< PF I MAINItNANCE DISTRICT PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY
3 R1W ~ t o CONSTRUCT 2'11 REDWOOD HEADER - 15 LF
� - �, _ Q LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED. ALL ON-SITE
., _ �o'� 11 CONSTRUCT LOCAL DEPRESSION (PER CITY STD. DWG. NO. 518).- IEA. IMPROVETS COMPLETED, AN ALL UNACCEPTABLE PARKWAYAND
-- - - -- ------ --- ---- --' --- - ----- . __ .. -- -- --- ---- --- -- ------ - -- ---- -- --- -� ROADWAY MPIIMfROVFMENTSD ARE D REMOVED AND REPLACED AT THE
8"w -- - - --- - A w - -- -- --- DIRECTION OF THE CITY ENGINEER.
� { � N =��`,�e ,,y',,F,� �,� �� ��. �. �� �'� �ti � � l2 CONSTRUCT CATCH BASIN N0. I (PER CITY STD. DWG. N0. 502). - IEA.
EXIST. CROWN LINE - CROWN LINE TRANSITION a `' fi ��. x 0. 4' m x x * x o h o.
o° u 1 0 1 d' �p �h° oh
I9 20 -f N 22 ti N 89°44 27 `" _ 23 ti''��y`'` �x��h� P4 �'`y� �' �`"`O 2g �y�`M� ti`�+� 26 6 13 CONSTRUCT 18"RCP D°(250 -19 LF.
�SLt �4 SAWGUIIII �' TO RD ,r�7 g� G(EAN STRAIG SDG O 1
EXIST. IMPROVEMENTS 20+po - . JOIN EXIST. 21'00 21+54 iv 1551.76 TC 1551.OIFL 1550.91 FL /T�` 1550,8i FL SDMH15"0 14 TC JOIN LAIST• 10 „
PER DWG. NO. 1173 SHT.20F 2 _ (ssiio)cv .30"W (1552.21)Ef (155194)eP - �___- + --- -- - - - - 14 CONSTRUCT JUNCTION STRUCTURE A (PER CITY STD. DWG. NO. 508).-I EA. FLEV 'S'=I"562.52
09F+ -+F•50�3 ft 30 W
- _ - ',. • . . , .. _ .. .. .. - � - . . - - - 10.5 / -- -- -_ ---- - -
L
• 12 W-4' 1 WILSON AVENUE �
CO 20'O.C.' \ SIUEVJr LK �� ECR EC,R Jj SI K\21-87.15 SEMILLON INT. \ - I ' va
ESMT. I ESMT.
13 z CHAFFEY COLLEGE
{ 19{80.67 LEMON 5 2 _ I I 2 5 14 Ick I > > `�� --
- - - - - -- -
�� F T Y P. Q
I z 1 PROJECT
hhti tih N �' � 2o'o.c. M Io 1 T 7.18.83 SITE -
`Z ) - N CURVE DATA DMH( L I
\hh N d + IE i:: r:' . II 0 m TYP. ° �. U - -
tc X(r+ 8 N 6 5 Q 6' w M 8 QO Q = 90.00,00"OQ w N LEMON AVENUE (.7/ �I
UJ�' - m �t M a - -- - - R = 20.00 N - 45 so 1O 3
T
r� \� (�� l 1 Z_~ 7 c� -� rn ro U!� L = 31.42 �/ J N0. DESCRIPTION DATE BY
1 `/ J �J ~ V I- U_ M I.-!LL M' Q W HIGHLAND AVENUE
_�� rn rn M � u' rn� + I T = 20.00 > LL -
L N 0 to O N J to �`IIEVIyION �2 19tH ��pF ESS1pNq REVISIONS
I N "-' 1`2 N• z LO 9 z o TO JAy19 STOKM '- o STREET <<`,
1 N STREET IMPR VEMENTS AND w N y MAIN LINE 4P PEK- m Q Z +�p,RA ( y9 Fac, CITY OF RANCHO CUCAMONGA
1 DECORATIVE 3 PAVEMENT PER N I m < ,
GRADING PLA TR. NO. 13823 B DYJc. Oo. 101( 4N&t;1ti. _ X > <
�i
14 4 OF 1 ARE A g a r a w T
FART GF THI`9 PFOJELT 1c: NO. 42205 � TRACT NO. 13823
vo Ncmv NM 1�4)
` 1.01 PlmT. - �' - - -- -- �3 SLOPE �1nT &�' Expl-7- >w PLAN & PROFILE
'�
• moi o . VA+RIA6Wl�N ( vAf�lAbl�w( VICINITY , Qr n v h °j c 'M•X� _�__ -- - --- - ,� South Half of
II No SCALE t� LEMON AVENUE
o�• 2'1' �
l2' to'- 7' I I5' 11 4` I EXlSr IMP V�MEhitS PEIz PLAN NO. I17I 614T OF (I rSAWCU1 TO CLEAK 11 4,,
�� ' S1f,A16NT EDGE
t 6X16? w^0v�NT9 PG► FLAN wo. rill 6}'T.iattl �; -yANCUT 10 GLEA!< -i 1 y
tJ \ 111111 0.23 1 APPROVED BY DATE
e06e, 1 \ zl To 0,00, BENCHMARK NO. 92-B ELEV.=1478.026 ` __ R.C.E. N0.
iv a co I O VAKI 9.510 1 \. 1 0.2 3 o CITY ENGINEER X2 301_-
.- 5. VAN66 0.3#' V/1R11 0.45' To I -�
LEVE( To 03o' I To 0.2 j L1Nc LEVEL _ LINT; 2�' AT THE SW COR HIGHLAND & HAVEN AVE. SET
2 DESIGNED: r ^ RECOMM N E
Z -��_� _ BRASS DISC IN TOP WEST CONIC WALL OF DRAINAGE ) Q
rL-T __- _-___ - / ( I CHANNEL & AT SOUTH EMD OF 4 FT CHAIN LINK 1�-�
L J _ - _ �'ki,1 FENCE, 44 FT WEST OF CENTERLINE OF SOUTH QV �! - � '�Z QC�A .�29 !3I
1 5 I 2s ' � '�r�.''�-�
BOUND LANES OF HAVEN AVENUE & 146 FT SOUTH .
I O \� TYPICAL SECTION LEMON A ENUE OF CENTERLINE OF HIGHLAND AVENUE. DRAWN: 706 N. DIAMOND BAR BOULEVARD SHEET
TYPICAL SECTION LEMON AVENUE "
DF DIAMOND BAR, CALIFORNIA 91765 OF
CATCH BASIN DETAIL STATION 21.50 TO STATION 26.20.18 T.I.a6.0 R-72 (714 aso-35( 6 0
CHECKEr: aYsIINC� NC.
STATION 19*63,57 TO STATION 21.50 T.L�.O R�72 - R.C.E. N0.
ATE
NOT TO SCALE _ 1-4- _ _ FILE NO. N