HomeMy WebLinkAbout1275 BF_NCH MARK :
GENERAL NOTES:
DESCRIPTION QUANTITY UNIT CITY OF RANCHO CUCAMONGA BENCH MARK
1 . ALL WORK SHALL BE DANE IN ACCORDANCE WITH THESE PLANS . THE CITY N0. 82. CHISELLED "❑ " IN SOUTH CURB
OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS 10 CONST. 3"A.C. OVER 4" BASE __ — _ _ _ — _ _ _ — — — — — — — _ _ l�I, 5 RETURN. SOUTHEAST CORNER OF HAVEN
FOR PUBLIC WORK CONSTRUCTION - CURRENT EDITION. CONTRACTOR AVENUE AND WILSON AVENUE.
SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO O CONST. 8" CURB AND GUTTER PER CITY STD. 303 — _ — — _ _ _ — — _ —_ �id�� 1-�
THESE STANDARDS AND SPECIFICATIONS. OELEVATION 1817.926 3 CONST. CROSS GUTTER PER CITY STD. 308 _ _ — — _ _ — _ — _ — — — -" I--•r`•
2. ALL PIPELINES OR SUBSTRUCTURES OF ANY RIND, TELEPHONE OR POWER — \
POLES , WATER METERS , VALVES , FIRE HYDRANTS , ETC . SHOWN OR NOT O CONST. BARRICADE PER CITY STD. 404 _
SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN 5 CONST. DRIVCWAY APPROACH PER CITY STD 305 (x��s'. W-1&' ) _ _ _- 712d �T= \
ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE — __ - r-X : -- s 1 �•_ r �� r �-• � �„�-� � � „ �j I
REMOVED. RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST W- QST• �" GF Ar, pr-RM mp- GITy 5TC�. 313 _ — — — _ — — _ — 1_tc I F 11 N `-� \ -i .��•,�T\ I .�_•. .� �,c.. "' i I
TO THE CITY OF RANCHO CUCAMONGA. I
6 INSTALL STREET H - \
LIGHT (5800 LUMEN) WITH EXTENDED MAST-
3 .
w I I ( I
_ Tt7 L°� I i� f'�Z 5Y O GGL� I — — �� +--�C ?t: -�
( �. r_�=,-» t I�,�-rte W/ �� .� _ l .a
3 . ANY CONTRACTOR PERFORMING WORK ON THIS PROSECT SHALL FAMILIARIZE / � I � %5i � '- � `-8 �%•'
O7 I NSTALL STREET uAMF_5��mR C I TY STD. 401 —
HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY
1 1
DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY 8 INSTALL TRAFFIC SIGN PER CITY STD. 402 _ _ _ / / f
FROM HIS OPERATIONS , WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON O p - — — —
THESE PLANS . 9 O REMOVE EXISTING BARRICADE
25 26 27 28 29 301».l. w.�,' /
4 . A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA 11 CONST. SIDEWALK AND RAMP PER CITY STD. 310 _ — — — — — _ — _ 'a,222 SF Wz2' 2 3 4
ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION - 24 5Z-
WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. 12 CONST. 2" X 4" REDWOOD HEADER — _ — — — — _ _ — _ _ « 1� • cD g w=21
5 . ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. 13 STREET TREES P c17Y sro 1905 — _ — — — — — _ — _ _ —_ I00 J
PAVING STARES SHALL BE SET AT ALL HINGE POINTS , EDGE OF PAVEMENT 21 INSTALL 21 " R.C. P . STORM DRAIN F�^+-1 t�� "�" t-4�� �I� L- - -
POINTS WITHIN 0 . 01 FOOT OF SUE-GRADE ELEVATION AND AT NOT MORE — ��><� — — — — — — L — — -- /�ti1T1>`T�►�n try C f SNE _7 2 )
THAN 50 FOOT INTERVALS . ADDITIONAL PAVING STAKES MAY BE s�E ��
22 INSTALL 24 R.C.P . STORM DRAIN _ L � ��� �� � L�� � �
AV
REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE — — — — — — — — 23
AREAS . 23 INSTALL 15" R.C.P . STORM DRAIN _ Ls� �1_ R" _��_D� — _ e513 12
6 . ALL SEWER, WATER , ELECTRIC, GAS . PHONE OR OTHER UTILITY 24 I NSTALL 30" R .C.P . STORM DRA I N _ �� � � '� '�_�_'�� — — — 617 L1= 22 2 20 9 8 7 6 5 4 3 m J� 8
LATERALS, MAINS , OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO O —
PAVING. 25 I NSTALL 36" R.C.P . STORM DRAIN _ �5�E F1. 1 "�" Lo^o ) — _ __ 2�� • U
7 . COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, 26 CONST. CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. ` 504 _ — _ — — _ 11 > 11 9
COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED
AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT 2� CONST. LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. 518 — _ _ — �2 r-A
WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY r- '-r� 1 1-- -r�1 �-•-*
28 CONST. MANHOLE "B" PER C I TY OF RANCHO CUCAMONGA STD. 511 _ __ — — —_ 2 \ 1 '-' _ ' ` =•a` 3 s%=P� '3 c
ENGINEER FOR APPROVAL .PRIOR TO THE PLACEMENT OF BASE MATERIALS � ' _ 10
AND/OR SURFACING .
29 CONST. MANHOLE '"A« PER CITY OF RANCHO CUCAMONGA STD. 510
O
8 . AT THE COMPLETION OF PAVING , A MATERIALS REPORT SHALL BE 30 CONST.. G�T�H 1�51t.i NQ 4 PER CITY OF RANCHO
SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR O CUCAMNONGA STD. 50 _5�,, QIN�g I w;`` �/
DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND — , ,
GRADUATION OF ASPHALT PAVING. 31 CONST. JUNCTION STRUCTURE A PER CITY OF RANCHO
CUCAMONGA STD. 508
9 . PRIOR TO INSTALLATION OF ANY PAVING , A MATERIALS REPORT SHALL BE
SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR 32 CONST. JUMCT(ONST7?UCTU12E `%C"� CASE Ir -- — — — 1 F—h •
DETERMINATIONS COMPLETED TO VERIFY: SIEVE ANALYSIS AND SAND PER 6Hr--r-T 5
EQUIVALENT OF AGGREGATE BASE. 33 INSTALL 42" R.C.P . STORM DRAIN <)zoo �. — — — — _ 22g 1_�• � � I 1 1 l � \ / /
10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND
PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO
FINAL PLAN APPROVAL) . PROVM FM YU)R CQFV1!N X E ARE THE FULLOVIM:
.11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS A. aXAMM CCUM 'ATER DISTRICT (714) 987-2591 STREET LIGHT LAYOUT &
OF A ROCKY MATERIAL , THE SUB-GRADE SHALL BE PREPARED BY REMOVING %41 SAN BEwUDINO ROAD I N D E X M A P
IWUU CA
ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR 91730 t
DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL-OF A � STREET TREE WHEDULE SCALE 1 " = 1CC�
PO
QUALITY BETTER THAN THE NATIVE MATERIAL. B• 1. . BOOX 541I�IAN 54153 WATER DISTRICT (714) 593-7474 STREET TREE TYPE AMOUNT
P.O. B _
_2 . IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS LOS ANGELES, CA 90054 CEDAR MOUNTAIN DRIVE LIOUIDAMBAR 28
ANTIETAM DRIVE LIOUIDAMBAR 60 z
STERILANT REGISTERED BY THE E . P .A. FOR USE UNDER A.C. AND P.C.C.
C. SOUTHERN CALIFORNIA EDISCN (714) 947-8201 CANISTEL AVENUE SYCAMORE 12 � c —�
SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER' S RECOMMENDED . FRANCIS SREET TJAYBIRD ROAD SANBERNARDINONATIDNALFDREST �
RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING . 1 1351 351CRrAEEO, RA 91761
13 . ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE
CONVENIENCE OF THE DEVELOPER , THE CONTRACTOR SHALL MARE HIS OWN D. 9000 HE LMANTELEIAV>E (714) 980-1526 FIELD
DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A 9000 �r AVE?AJC (714) 865-6505 INSPECTION
BID . ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOTRkKW ARY 91730 MIDDEN FARM
Q ROAD
SPECIFICALLY LISTED- IN THE ESTIMATE OF QUANTITIES SHALL BE E. SWrMN CALDMUA GAS (714) 798-7773
CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. z CARRARI STREET
P.O. BOX 3000
REDLANDS. CA 92373 or�W ' ��W ` VIVIENOAI
14 . STREET SIGNS PEP. CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 Gro STREET
AND 402 $HALL ' BE CONSTRUCTED AT EACH INTERSECTION. F. SCCIIT' CABLE T.V. (714) 987-7122 VARIE 3 33' v/.1C1c h
9524 19TH STREET HILLSIDE RUED HILLSIDE R01D
15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM oW
ALTA IA`s, CA 91701 15 18 16 Imo' cc z> W
RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION ��� a , l��t�E m REE �� $>
DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN 1' 1 �� oli cl ' � � �i PLE BEECNW000 DRIVE
REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR �Ilst�TT S'1 Ak LEVEL L/N£ 64A' I1 is 1 A� WILSDN AVENUE
APPROVAL. „
�X tgT-Gt??dvl-fib '/.
16 . WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD � a _ - �� CHAFF
EY COLLE6
FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE [�Vmlr
� 5���h ,gamCLEANED UPON REQUEST OF THE INSPECTOR. — I��d2-2
OA!/rTr'T TT ' r
17 . CONTACT UNDERGROUND 5ER\/ICE ALERT AT 1 - 800-422-4133 AND ALL I AO)cP0 cc_r_4w0A1au4 ANYAN STREET
UTILITY COMPANIES A5 RECUIRED, 2 WORKING DAY5 PRIOR TO EXCAVATION.
6�a o+te�. �v� eon
• cr''�G'� ' TYPICAL SECTION
18 . THE FINAL OR SURFACE LAYER OF ASPHALT CONCRETE ROADWAY PAVEMENT
SHALL NOT BE PLACED UNTIL ALL UTILITY LATERALS WITHIN THEf/• ��o N.T.S. ���lG
ROADWAY HAVE BEEN INSTALLED. ALL ONSITE IMPROVEMENTS COMPLETED , HIOHL1ND
AND ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE CANISTEL AVENUE
REMOVED AND REPLACED AT THE DIRECTION OF THE CITY ENGINEER. - VQCQUVDTu MAP
NOT TO SCALE
NOTICE: -
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL �JIV GO C/W
REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF VARIES
I
WORK. 30 30 VARIES
/8' I Z
PRIVATE ENGINEER ' S NOTICE TO CONTRACTOR ' �- �' 91 q- 9� 9' �' � 11 f�c� �,sr.c �c
s. DESCRIPTION of REVISION
�-a'�T1�)
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES A�4k LEVEL l/NE x.046DATE APPROVE
,
�� 2,� �. I �T 04'4 2% 1Qv�� �'l1�LAt'>E
SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS . -t�Yit�HT � _ _ _ _ — _ _ � _ _ _ _ — n�� �
TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT S•
CITY OF RANCHO CUCAMONGA
�X IST. G1�2o�11.St� - ;.. ,, , z _ `, . •, 1 �'a X
THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED TO TARE ALL t:�1�— -- -� — ' b 2
PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER � !�T 3 '4,c ` i
LIES OR STFUCTURES NOT SHOWN ON THESE PLANS , AND IS RESPONSIBLE FOR d-w'FB� o»r Q� G''r"EO #�ti ri-IGiIaT � TITLE SHEET
THE P
csurr><t sr� urro� EXIST.PROTECTION OF ,OF , AND ANY DAMAGE TO THESE LINES OR STRUCTURES .
HIGH SIDE cLr,4"uleA
GRADING A'' 'o' TYPICAL SECTION TRACT . NO , 13542 - 2
Cn'o�cr+c � LOW SIDE
GRADING
SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR N .T.S.
/. =so 0r6*4 IMPROVEMENT PLANS
CONTRACTOP. AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE /�t,l-rl�Tf�M C�►ely� ^- GJ��12 Ul.t7'hllt ti
RESPONSIBILITY JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION Maplei�/� APPROVED BY ATE
OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT k`'`E"uH CITY ENGINEER RCE No . 22397
THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO �E; _ 4,
NORMAL WORKING HOURS ; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY ``� �S4\LT fy% DESIGN MADOLE AND "ASSOC I ATES RECOMMENDED
AND HOLD THE 1 OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL Q � o '^ -�•I-- CONSULTING CIVIL ENGINEERS ►'AM LAW PLAWERS �iw II ( ��8
%67ABILITY, REAL OR ALLEGED, IN CONNECTION- WITH THE PERFORMANCE OF No. 11811 T
WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE Exp 3-3199 DRAWN 1820 E. 16th seat SHEET
NEGLIGENCE OF THE OWNER OR THE ENGINEER. SANTA ANA. CALIFORNIA 92701 5 wPHONE 714 835-2548 OF
f° '`° CHECKED � 4- RCE NO. 14RIDRAWING NO .
/� 75
ATEB' 1� ' 8� FILE No
DEER CYN DR 32+00 10 KNUCKLE - 8t0,54) PF : 126504 315 22-Oct-87 08: 14 All / 110 yG 2 1
F BEACH MARK .
L _ .
_ to m" o.c L 42.Al M CITY OF RANCHO CUCA�MONGA BENCH MARK NO.
raw
LO p O.G L-d 2 t I' a2. CHISELED ' [3" I N SOUTH CURB RETURN.
07 n V3 p ; Q G SOUTHEAST CORNER OF HAVEN AVENUE AND
uu �fi EXIST. GROUND M_ N- CURB > •� WILSON AVENUE.
716 - offco
rn� o �r to o �� 14
Q .
+ I N o rte) p o 'r'. U r� 1O d ►c a v �� �� 9f ELEVAT I OH 1 d 17.426
N ori
+ ^ In N N cd oo n. `- - r N 0 o � PROP. TOP OF
714 -- -0 . 50 % �� �� �� + + �' N F �. a
ter\ LC N + N n r F = p 4 N. CURF3
-0 . 500%
712 -
0+ 0
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0 L-4
.O CV O U► 100 ��G ►� Ln LCI 10 O
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O V EXIST. -GRD.eCENTERLINE ] p i. = 712.33 + 10 to
LC) Q' d
lI)
716 r� r�+^ •O n ro 0 -CID19 co r\ o o �
+ + �lD + - co d >O �4� CUi7 �N
N ± + On p O O UJlD � e + OCD
71 $ -~ 1 , 00 % N� M� ocv '+ �N ocv N� r`'.oLQ'c��14) �� Q,14-�C'i - 704
�>\ �� LO �� _+Ir+- o" PROP. GRD. C.L.
-0 . 500% r� Ln r�,N. _ -
712 -- oo 3 702
UD N
0
L= 1s3d1.28 o.G . o CD - 700r' m ,� . �c .a3 - 7 00
TA►�r . p.G• y 2. LO OD
000/ O LD +O O tCl Cu
Ql W O 1 ' �rC . t\ CU LC) LD
CD N
O V)n O O EXIST. GRD•eS• CUR8 > 1�I. = 712.ro ON In LO in j
In
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+ cv o rel o r; � Ld S S . CUR d
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PROFILE � CVC+ OJ t . . . .
HOR I Z 1 "= 40' n �v . .
VERT I "= 4'
PLAN 1 "= 40' ' S
t } } } } } } - 700
1 +00 2+00 3+ 00 4+ 00 5+ 00 6+00 7+00 8+00 9+00 \
- 598
CANISTEL AVE.
SEE SHEET NO 3 - 596
28 29 30 11
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CEDAR MOUNTAIN OfZ.
ANT I ETAN DDESCRIPTION of REVISION DATE APPROVED
CONSTRUCTION NOTES
" " CITY OF RANCHO CUCAMONGA
tO CONST. 3 A. C . OVER 4 BASE
CURVE DATA O2 CONST. 8" CURB AND GUTTER PER CITY STD. 303
TRACT N 13542- 2
O DELTA RADIUS LENGTH TANGENT �3 CONST. CROSS GUTTER PER CITY STD. 308
0 210°00' 00" 38. 00 139.28 141 . 82 •' 1 ' 5 CONST. DRIVEWAY APPROACH PER CITY STD 305 STREET P & PROFILE
s 15°00' 00" 112.00 29. 32 14 .75 Y O (X=3' .W= 16' l
° ANT IETAN DRIVE
°c 90°00' 00" 27 .00 42. 41 27 .00 O6 INSTALL STREET LIGHT (5800 LUMEN) WITH EXTENDED MAST
18018' 42" 518.00 155 . 55 83 . 49
E
23002' 53" 500 .00 201 . 13 101 . 94 -- O7 INSTALL STREET uAmr- sic t � Ory C- .ao1 APPROVED BY -,� DATE /
° CITY ENGINEER f RCE No .223
0 17°22' 20" 482. 00 146 . 14 73. 64 _ kof`'���h
O INSTALL TRAFFIC SIGN PER CITY STD. 402
q, DESIGN MADOLE D ASSOCIATES RECOMMENDED
1 1
CONST. SIDEWALK AND RAMP PER CITY STD. 310 'o,v N
`l3
.�-�`� r -�•L CONSULTING CIVIL ENGINEERS �� l l,I"1 l
13 STREET TREES �f No I4et1 - AND LAND PLANNERS
-a a' } AND 1820 E. 16th Street SHEET
� Exe 's- SANTA ANA. CALIFORNIA 92701 5
PHONE 714 835-2548 OF
1 Sjq� CIV1� R���
F OF 'A, CHECKED RCE NO. 14A14 DRAWING NO .
ATE e' ' 09 FILE No
+P+ ANTIETAM DRIVE - 7 [0.70] PF: 135422 210 17-May-88 08:38 AN / 110-962- 1
o
N BENCH MARK
720 - �� _ _
ov
CITY OF RANCHO CUCAMONGA BENCH MARK NO
715 - O 82. CHISELED " IN SOUTH CURB RETURN.
SOUTHEAST CORNER OF HAVEN AVENUE AND
OCU
��� ` '>� e ►�;fi . ,�
1 I LSON
11 IN
AVENN.O PE. 0 olm EUVATION 101
7.926
k o CD + ? mac.so-
0 o L=4V.P.AA 725 -- o I\
- O EXIST GRD. a E.CURB vG `' 0 Q1 117 O2 Ek/ST GR
_ co E . CVD 4
O P t. _cu
e- G.2-7 �� +c0 �O R8
720 1n m 6. �5 o`° c� 720 �' 0 0 ►� `� `0 cv�! `° ff Q'
0 w. oo
l� tv rn co w + "4:9t� rn in
a •cv S. cv + m N m 0
+ CU
�N .
d r\o, �9 r\ N �
�t
715 � ,� �
u � � 20' pip 715
0 r. TO r -
o� j< :z Oo 6 2 co m o -r' P OF-
cu E• �` r
710 - )� o o m 5 - 690 730 - ,� CURS -
•r\ 1° 710
m o
> � o0
O N + O T ,7,1,1. le= '+- o00
Q
?� + o^N PROP. ORD. C.L . o.ao�/ - 685 725 - -- �, , - 705
O EXIST. GRD.0 CENTERLINE Qt ^m VO�j FX1$T. GRD•@
720 ._ O m 7 O ro ao' ..>r • - i r'��� I` f §Ot�-
+ -- 680 720 Oi� �r\ _ �Rj o � wm o� -
coN PROP TOP OF W. CURB o ' �` p+ _ > _
1ti rn Co U w CU + - o • d-
tE3 _ tO 0 1O N- + cv 1` M o UD
M
715 ` + Q t o W 6. 25 % +Qi rn`� �r� t°i� 'to to° m pR�p fin'-`N �^moo ;�^ - 715
car f- R c
7i0 oo cat�n `� "'� �r�ao r)cc) Ct°ori - 690 730 - ocv L� >a c 444 ° - 710
t�
O `1 t-` �, ± In '
9 ^ EXIST. GRD. 6,1 W•CURB I.1�' Tfl�l 2= 0 .�0� f - 685 7G5 - O N � � EX1S � p G - 705
Ol c0 U G `, In - 1� - 1) W. T GRD. d
In
a + Ol CU e
• 0 _ 80 O tp RQ
� K - 680 00° r-N 4- + m 0i - 6
14
o � a 6 cj 720 i� -�N + ecu' $ - •m
cv� m + � w+P �N-- Nom+ mQ? Q U N
�1 + u
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T)
N -
�r N LOP r 1\ 715
+ rn �rN -� SOP TOpO
_6 ao Co .�. v'rn �t-� 1O1n�7 �
UD ro CD + CO ko Co + 690 710
� -UD ko- -
PROFILE
HORIZ 1 "= 40'
685 VERT 1 "= 8' - 705
PLAN 1 "= 40,
} - 6'8 # i :
9+00 10+00 11 +00 12+ 00 13+00 11 +00 12+00 13+00
40-
S 0�� Z7�
4 CONSTRUCTION NOTES :
CONST. 3"A.C. OVER 4" BASE
a f .� _ F- g g 10 �, .Q ,o ANTI ETAM DR. 2 CONST. 8" CURB AND GUTTER PER CITY STD. 303
0 `, v' ICON05. ST. CROSS GUTTER PER CITY STD. 308
CONST. BARRICADE PER CITY STD. 404
�- r r �+ 9 N p O Il �, p {� M - N 1. N o O5 CONST. DRIVEWAY APPROACH PER CITY STD 305
u + k �.a.so V + + l ,r,,U
�1 + F +}I + + 4► N I L/ '�,'; N a + I I I1 (X=3' .W= 1 6' )
10
15
46.00 �o.00 715.00 I' 71s.00 - ' 715.00 t3 Nr 7!5.00 2 so ,� r b•,o, �•'�' INSTALL STREET LIGHT 15800 LUMEN) WITH EXTENDED MAST
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INSTALL STREET ►.1�.►.n�SI(5, 1 rtEtz e, / �sTa• 401
�.; - \�� N �., } /�NT1�1-�M INSTALL TRAFFIC SIGN PER CITY STD. 402
Q L - � Ireo� s•c�.L 11J� 0 `. �� O %V) c V
9,P ov 10 .� 1 1 i �� o - 1 z REMOVE EXISTING BARRICADE
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B , GF / / ,11 " 9 _� �u�U. 0 t I 1 1 CONST. SIDEWALK AND RAMP PER CITY STD. 310
N V�. I 12 CONST. 2" X 4" REDWOOD HEADER
61 .17 106.00 2C 1 05 72.00 .83 Z5' t£=� :-t ���` �� 1 2 N �1 o O
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tMr`12ov>Ef iT� 1 7 11 `� hN� / ,�?t j v ^ 16 13 STREET TREES
SH • Ic>o 14 Ig I 6 / / 11 I' S 1 . 313
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SEE SHEET NO. 2 »_ a Q SEE SHEET NO. 2
ANTIETAM DR.
CEDAR MOUNTAIN t3P,,- 1Vff CANISTEL AVENUE
-- - DESCRIPTION of REVISION
DATE APPROVED
CITY OF RANCHO CUCAMONGA
TRACT N0 . 13542 - 2
STREET PLAN & PROFILE
CEDAR MOUNTAIN 0R. b CANISTEL AVE .
CURVE DATA -- CURVE DATA
APPROVED BY J DATE I/�
DELTA RADIUS LENGTH TANGENT e` q�F
�
95040' 33" 27 .00 45 .09 29. 82 WG�.�4�,►�j1Qk DELTA ., RADIUS LENGTH TANGENT CITY ENGINEER RCE No .
0Q 09 21 1 3 51 8 . 00 84 . 55 42 . 38 DES I GN MADOLE AND SSOC T ATES RECOMMFNpED
110 t s 1/ T J-�- CONSULTING CIVIL ENGINEERS _{,��A 10-7168
O 850 15' 49" 27 . 00 40. 18 24.86 * r,o 3-31.8C51 » •# 0 09021 ' 13" 500 . 00 81 .63 40 .90 AND LAND PLANNERS
Oc
03042' 1 1 " 482 .00 31 . 15 15.58 ry Qc 09021 ' 13" 482 . 00 78 .59 39 . 43 DRAWN 1820 E. 16th Street SHEET
SANTA ANA. CALIFORNIA 92701
A'f `" Q 90°00' 00" 27 . 00 42. 41 27 . 00 �f'�nL1'� PHONE 714 835-2548 QF 5
Y/",
O 03030- 23- 500.00 30.60 1 5. 30 �< < ,;`,.
-S'3 CHECKED RCE NO. 14814 DRAWING NO .
4a2.0o �2. 1.4 3t 11
DATE FILE No OWN
•77�
SIr-13G ET IVERTR0AL&CEMFSW6.ARE. - 710.701PF: 135422 M 115-May-88 08:EB RM / 110-962-1