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/TES DRSICRIf TION 121.1A,4T17-Y UNIT
1 • Clearing 8 Site Preparation L ump Sum L„ Includes Misc. Removals
- __- j
2. Excavation 8 Grading Lump Suis L.S. See Grading Plan
M _ 3. 0.25' Thick A.C. Pavement ((Type 2,9 90 F. Carnelian St.
This certifies that in April, 1975, I prepared the plans of domestic water
system ,21 Thick A.C. Pavement (Type B) 5 7,--9/0S.F. Interior Streets a Alleys
' for Tract No. 9016 and they meet the requirements of the California Section of the --
American Water Works Association Standards and the San Bernardino County Standards
z•, 0.33 Class IIAggregate Base
I for minimum requirements for safe practice in the production and distribution of - 460,900 Carnelian St. 8 Interior Stree
I water for domestic use. "
Gutter 4/4 L.E� Per detail sheet
i - M The distribution system and transmission main at the point of supply to this Tract -C- curb and Gutter / 4 er Std. U
1B 19 are adequate to supply water to all sections of the Tract, in accordance with b _-on1y_1Returns=B11toJ2" 6
Section 5.21 of the above noted standards. on ( 11
A 05Q Per AIIey detail_Sh_ 's 4 R
Install 2" BIowoff Ass Iy
Gross f;,,tter A Spanatr 94 E.-Per Std._ 1g
1/ alk
45 -Per Std -JD9
3� 9, Registered Civil Engineer No. 24638 Date „
a-C- � 46 .F er Detail .Sheet
17 do II -Street Names-Signs..
p og This certifies that these plans and specifications have been reviewed by and are
20 2 �� hereby approved by the Cucamonga County Water District and this company is willing } � es
Q atet
Install Fire Hydrant _ and able to supply water to every lot in this Tract in accordance with the Pure y P� -By- Others-
'-Concrete Block �Ya?= " r �ETAIL"4Ts/leet- asr'
Water Laws of the State of California. �$_6
Assembly � 44 �
I 32'-Concrete ,Block_Wall T=6" 102
L P r_Std._X01
16 y �
=g oncrete Block_Retaining WaII �H. yaries f�m8"IO 981 653 ,F Per detail on
-C
6" Main a 21 3 ... 2/ Moa 191.6'
i $ -Type. W-60 R _Sign 2 --Each- P r 5t d,
- - - p Easement gne - Assist. Gen. Mgr. DateDrainage .inlet-_--__3.6' T = "
--Each ee Sheet- 4 for detai7sa
h $ -24!'--R-C.P..-.-1-750 D (optional 24"_C.S.P. Ifi Ga. 451
' ley-Approach (e thick) &r Std 195
15 .$ o s• 8 Fire Protection System Approved 23. 24 81ock, Wall 5' F Per peta�/ A' Sheet Z
LMIS/--� 22 4 r �3� _ _ -_
1P -21�
i
`U I ire, r 1 Foothill Fire District
' i e
J 14 3 � )
Scale' 1 601
23 � S
$ 32 C
13 '
Q Install 611 Gate Valve I �,
Install Fire Hydrant �
)2\ � � 6
Assembly I
Install 8"x6"x6" Tee Install Fire Hydrant
ALLEY �3 As ;emblY�za.o0 3t
_ CALL E DE PRADO
I
" Main Connect to existing 16"
nR-
12GENERAL NOTES
ws Water Main (wet tap)
11
2 s9• 21.80" Zi o9' oo' /i5.%' 3�N and install 8" Gate Valve. I. ALL WORK SHALL HE DONE IN ACCORDANCE WITH THESE PLANS AND THE SAN BERNARDI" COUNTY STANDARDS AND S'PECIFiCATION-S. 4
r4 v� : sz03, j3 (See Sh. 3ca 0 Install Fire Hydrant (SEE DETAIL A) 2. STREET MARKERS PER SAN BERNARDINO COUNTY STD. NO. 303 AND 303A SHALL BE CONSTRUCTED AT EACH INTERSECTION. ROBER S S LL
LL
ro s - ' 3. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND TELEPHONE OR POWER POLES, MATER METERS, VALVES, HYDRANTS, ETC. SHOWN OR NOT all
_ice ap > s: Assembly SHOWN ON THESE PLANS WITHIN THE LIMITS OF THIS SUBDIVISION, OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE, SHALL "+
ze v r BE REMOVED OR RELOCATED AS REQUIRED AT NO COST TO THE SAN BERNARDINO COUNTY ROAD DEPARTMENT. d
03 cc 7 o
4. THE RESPONSIBILITY OF ADJUSTING MANHOLE COVERS, PAVING REPAIR AND PAVING REPLACEMENT IN CONNECTION WITH SUBDIVISION SEWER AND !
o b 3 I I 11 10 9 8 MATER LINE INSTALLATIONS WILL BE THE RESPONSIBILITY OF THE OWNER, AND SHALL BE ACCOMPLISHED IN COMPLIANCE WITH COUNTY ORDINANCES.
.+ I BASE LINE
S. WHEN CURB DEPRESSIONS ARE PROVIDED FOR DRIVEWAYS COMPLETE DRIVEWAY CONSTRUCTION WILL BE REQUIRED IN ACCORDANCE WITH COUNTY
1 1 ( ROAD DEPARTMENT STANDARD DRAWING NO. 128 AND RELINED SPECIFICATIONS.
6. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY �*'
DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON
I THESE PLANS.
- 7. SHADING ON STREET PLANS INDICATES A.C. PAVEMENT TO BE INSTALLED.if
W 9. A PERMIT WILL BE REQUIRED FROM THE SAN BERNARDINO COUNTY ROAD DEPARTMENT PRIOR TO ANT ENCROACHMENT OR CONSTRUCTION WITHIN THE
( See Sh. 4 SAN BERANRDINO COUNTY EASEMENTS OR RIGHTS-OF-WAY. r
9. ROAD DEPARTMENT APPROVAL DOES NOT INCLUDE WATER SYSTEM AND ESTIMATE OF QUANTITIES.
Detail "A" 10. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK Tb THE PLAN GRADES. !s 1 TR'�
:' 9016
. 11. SUB-GRADES STAKES, DRIVEN TO THE PAVEMENT SUB-GRADE ELEVATION, SHALL BE SET BY THE CONTRACTOR OR ENGINEER. THE STAKES SHALL BE �
SET AT ALL HINGE, EDGE OF PAVEMENT AND CROWN POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS.
ADDITIONAL STAKES MAY BE NEEDED AT WARPED OR VERTICAL CURVE AREAS. SUB-GRADE STAKES SHALL BE IN PLACE PRIOR TO PAVING TO PERMIT
SPOT CHECKING OF SUB-GRADE BY INSPECTION PERSONNEL.
12. ALL GAS, SEWER AND WATER MAINS AND LATERALS SHALL BE CONSTRUCTED TO EACH INDIVIDUAL LOT, PRIOR TO PAVING.
WATER SYSTEM13. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND, AND ALL SUB-GRADES SHALL BE PERFORMED
AND INDEX MAP AT NO COST TO SAN BERNARDINO COUNTY. &OUMTY STANDARD SPEC I FI ATI-ONS SRT+OIF+90 BE SUPERSEDED T� , THE RELATIVE COM
i
WkeTION eF-THE LAYER 0-t ffET--TO- 1 .5 FE T 8EtO* THE BRADtN$ ft74NE SffAtt Of W�PfRCHtT-if*ttfU @f THE "-f`EREHfT-eOMPACTt01f REQUIRED
TO- A- MINIMUM Of 1t.$ FEET BELOW FINISH 0, "AITE f* STATE STANDARD 3PECtftCATfON BfCTte --f9-s:-B3". A WRITTEN REPORT WITH THESE COMPAC-
TION TESTS SHALL BE SUBMITTED TO THE CONTRACTS ADMINISTRATION DIVISION OF THE COUNTY ROAD DEPARTMENT FOR APPROVAL, PRIOR TO PLACE-
MENT OF BASE MATERIALS AND/OR SURFACING. 4�P
1�1. ' AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CONTRACTS ENGINEER OF THE SAN BERNARDINO COUNTY ROAD DEPARTMENT \
LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY.
' (A) R-VALUE, SIEVE ANALYSIS AMC SAND EQUIVALENT OF ACSREGATE BASES.
B STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING.
MATER SYSTEM NOTES T. I. SCHEDULE O
15. WHEN ASPHALT CONCRETE IS PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SU'BGRADE SHALL BE PREPARED BY REMOVING ALL
Carnelian St. T.I. = 7.0 ROCKS WHICH PROTRUDE ABOVE THE SUBGRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADED MATERIAL OF A QUALITY BETTER V I C I N I T Y M A P,
1 l.. The entire water system shall conform t0 the Specifications and requirements of the THAN THE NATIVE MATERIAL. F
Cucamonga County Water District. Calle Del Prado T.I. = 5.0 16. AT THE COMPI:FTIOM OF R01:16H 6RAPING, A MAT�FRIALS REPORT ARP TH; PROPOSED STRUMRAL SECTION 8041: BE SUBMITTED BY THE TRAeT 6IIIE
2. All water mains shall be installed with 30" min. cover and shall be flushed and dis- 0
Te THE SUBDIA4610'. BEff-O"' OF THE SAN BERNARDINO GOUNTY ROAD DEPARTMENT- FOR REVIEW AND EVALUAT49N. APPROVAL WILL BE GIYEM W: SALE: 1" = 500'
STRUeTURAI: i REQUIREMENTS ! AVE BEEN MET. HEM -11-1.
infected per A.W.W.A. Standards, prior to use. Napa Court T.I. = 4.5 17. A PERMIT FROM THE SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT WILL it REQUIRED PRIOR TO ANY ENCROACHMENTS OR CONSTRUCTION WITHIN
3. The static water pressure is 105 p.s.l. FLOOD CONTROL DISTRICT RIGHT-OF-MAY OR CONNECTING TO ANY EXISTING FLOOD CONTROL DISTRICT FACILITIES. PERMIT MUST BE APPLIED AT THE
DISTRICT'S OFFICE 45 DAYS PRIOR TO PROPOSED START OF CONSTRUCTION.
e
4. Legend:
Indicates steel, cement Iined, 40 lb. felt wrapped pipe.
-- Indicates existing water main. -
-0 Indicates e" Gate Valve a Valve Box Assembly. '
Indicates fire hydrant assembly (6" x 4" x 2
_♦ Indicates 1 1/2" water service connection to be installed. (Except. Iots 1 8 2)
- 0 Indicates 2" Blowoff Assembly.
5. Fire hydrant installations shall conform to standard drawings of the Road Dept. .
Std. Specifications.
6. All Water mains to be cement mortar lined and wrapped steel pipe.
SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR
6" pipe to be 12 Ga.. Contractor agrees that he shall assume sole and complete responsibility for job site.,
8" pipe to be 10 Ga. BENCH MARK conditions during the course of construction of this Project, including safety of all persons,
Chiseled "❑ " End of Std. Curb 321 Rt. and property; that this requirement shall apply continuously and not be limited to normal
Sta. 19+14 near S.E. Corner Bridge per - working hours; and that the Contractor shall defend, indemnify and hold the Owner and'!
t the Engineer harmless from any and all liability, real or alleged, in connection with the',
I . . -. Orwg. N0. 213450 AA performance of work on this Project, excepting for liability arising from the sole negli-
s Bd. CO Rd Dept
1` ���j///��g- /')tR �/ //� /fes/�� 4 of 16, Carnelian Street. � -` . � �Bence of the Owner or the Engineer.
L 1�7f° G (/! Vf ! ! ! Elevation: 1336.01
t
DF�S`CRIPTION W-4 TI UNIT Rf Y,ARKS .Q
1 .
8" Water Main 4 58 L.F. ncludes Misc �ttin s
9
_ � -- CONST. B. M.
,aterJKain 791 L.F. Incl. Misc. fittings & F.H. latera
RIR Spike in P.P. # 1911233 E on East
" Mow-&L-Ass IV ASSOCIATED ENGINEERS FIELD BOOK REF. COUNTY OF SAN /BEF�NAR[71NO IMF'ROVEMENI FLANS "f ° Nr' �
e Hydrant Assemb ac ncludes Valve a Valve Box side of Carnelian Street near South 3 16 EAST E STREET 1_ ;V L 'S ROAD D E PYA R T M E N T
�1 L, �n@c) oo+ Gcn�raj ./Dote fr Ilo TRACT N 0. 9016 ROAn No.
' Boundary of Tract.
'service--G.onne 2 ac ONTARIO CALIF 91764 AFI-;OVU) BY
ervice ConnectionEach r<ots_$2 Elevation: 14b2.81 Designed By
just-Yalve
ac 714-966- 5818 Drown B 0I�1S INDEX MAP, GENERAL NOTES FILE No.
".._Lapping Yalve_i�Connection to existing 1fi"1Nain( ° cludes_Yalve Box Assembl
Chocked By ASST ROA_ h'k+ ,`•` FNGR DATE AND ESTIMATE OF DUANTITIESDW
1
-Trench Patchl nellan-tree /'`C. �Cl.rt� s 1�7e Recommended By -
LID " s Yall�g �Ox--ASSe k 24838 DATE MARK REVISIONS AP 'R DATE __A Gj OON N N R 61��€ Cucamonga District SHEET _1_ of
74-51
i
f
BENCH -MARK
I I Chiseled "o " End of Std. Curb 32' Rt.
r Sta. 19+14 near S.E. Corner Bridge per 3
C �► S. Bd. Co. Rd. Dept. Drwg. No. 213450 A4
h
v 1 o o a
VN, 4 of 16, Carnelian Street.
Elevation: 1336.01
h o Q CONST. B. M.
z i j
v� O � a i
N h a bpi p # 1911233 E on East
RIR 5 ike in P,-P.
t 0 v h O o `►• l� ° epi i side of Carnelian Street near South '
142
.. `` o _ � � 4, � d; � ,\ �, `\i �� Q Bound �
0 0 S o h �.� Boundary of Tract. I
Q v h ( �° Elevation: 14(JIZ.BI
1 ; •C N h� C O � ky r
Qu
A-0. Dim i
v
x. Surfoc� of j i
West RJW L/ne
IN
1
' o� Q Q�q• I
1 �
X400 ��% y +N i4zo I
V Ll I
97 3
it
ct
t
Fx is fin9 Surface @ f
o pr c Ex is f1n7 Surface
I
M � ,
- - _ 142
/400
C�
i 1 hast F.P• (24' j
r r ' PRO FIL
r I 1 HOPI ! A, AU'
t
SCALE) VE R1 I• - 4:
t 1400
35 36 37 38 39 40 4/ 42 43
P L
SCAL F I4N
b" V
N
Bers ® "oc. o CA L L E DEL PRA DO
P. ► P See Shee t 3 \ '
n
.4e Pe��ily p Z
0.5 5 C V Q I
• 3 , 7�� 6 5en
4' m h v, m 19�`} I � Cons f. 32"4 X G• . I
" °� % I I I b S�o��ralt � conc.
+ V h v + ti •� 41 Tinsi fior, �► ` • ` Q�
DETA/L A �o ci + C ao ch block WWI �, E Q 6 �'�� 3d'Nide II
24" Concrete Wa// Consfi-acf PCC.C Sidew /k per Sid. N /09 (7y- pe B�� ���si�� �, ,� ,x2 � l
InSf011 2 W'-60,4 Gledr4nce �p`v Z I + �t/on - !/ehleu/s 4ccess k d orkewoy 1 %4
wlorhers per Sid N° 304 , Z '�` - h in
x.icc• 0.52 I \ 30.00 60.00 00 60.00 O 00
e ..':: .: - - -f- • . .; � — ) -- __ -- --__ ___ _ _ _ _ ____ - -_ _ _ --- -- --- - �, o' wide - • -.i. - , . •
W
-� r;ve way A.C.IWa/ Wiz• Cvrb Out/� tr)
0•
Ex. A.C. Berm - C O !� S t /'U C f Ex. Ac.Berm O,30 4. C. Povemenf 0�7 native .
- o v' o c _ _ c o0
Const 24" Conc. Wg// er 1.9 /, o / �, b Const Tem oror
0 0 ons t. /2 ..C.C. Curb C Gu f ter er D�T.9/� B ias sheet ' ^ P y 08
A "' &71,9 s,hee>� 'j �_ — �`h h I /2"A.C. Dike MIS
�`
35 36 _ .37 Acl vs M H to 6r�e�38 439 _ N 1°/1`00"W F40 41 O ETA/L. A—t is sheet 43
—� M.H• / _ Existin Scwer ain - �� -- =' MHS-Remove ex�st�n9 /2"A•C Die ¢ _• MN•
,� g Ex is ting 16 Water Main (Y rom S/a. 36t 36. 7' /a ¢1,'26.7 /
r•Exisl nq 3" Goa Main
--—- ---- ----- —- - - -- - -----
j— / EX. A.C. Berm - -- � / I
we f E CARNELIAN Sr Evs f
R�W 44' R
Sok . Ok N N M k° `V u.4
+P`• ca N Ott °�a`4� A ' -', ' 41
6`��ti �,� •QG c 9 cg
a 6ti o o
6 .g'� �j x C x x ��. S/ope varies from qo r°c, Slope varo'es r�°
8" S" 15" � �� X �G ^ G X /.5 3 9'� ;i 2 `�c�� Ifo,m 0.82 . �.
3 tp erj a (� \g to 2.94 /. `�_ �v Q� .� , / to /. 36% / C9
5111 /
Leve/ �o �� �6N 6} �sJC �(,��} Ex%S fi n �'\oc Existin r2" A
•/'rf
12 A.C. Pavement_ _A.C. Dike
l2"Radius /o a !� n 9
Curb Elevation %2"Rados LyOT�. f. - __ _ _ -- _- - - - __=====i4
n Notes 1'rol" Std //S Sidewalk t perC
Out ter L/i�e sha a�P/y. std• N° /09, Type "8•� %Exis tiny /2"A•G Dike
N • . C A R N E L / A N S T R E E` T «move �, 9fa. 36+36 7r
Class "B" Concrete r'Z",Qodius : ,► 26.7-�
Construct I2 P.C.C. Curb \
Constructed mono/i 7�i�i Gut ter per DE TA/L 'B" Ais sheet/
/y .• ft �Qadivs � No fe� \
`Consirrrct D. 3o'�J.C. f�ivemenf
�Pefet fo San Bernordino Cc un ty on na- ve-
p
0 0' � a
- Drowinys(mood AM 213450 AA shee f 6 or'16).w TYPICAL SECTION
I
fo!- exisfin9
/mprovemenfs dafcy_
Sca/es • 1'= /O' Hor/f . 1~3 4' Vert
24"
n N - - , € ; F G }' iN i Y () ' ^. E}r =: .t,4 I',t_ 1P '° '';)VE ME"NI 1 FT t'N S A Q N.
D TA / L B Qs >0CFIP I D NGIN �� . F �� E ��
_ _ I6
316 EAST "E " ST�;(� � T 0� ,Added s }rvc-f era l Section �. - i �Cj '� 2`�i f� Ol� D L� EPf�. R i M ��. �V T T R A C I N O 9 0
L�1 ;Modi{y Dekwl A" a� a-_ �. y.._ F =t , N!'
' ._-
t L I F: , 9176 4
(TYPACAL CUR AND GUT TER SECT/ON o1�TaRlo, c - - -�-- -----•�---_ ,
FOR CQ R /V E L /Q N STREET)R EE T J 7I - � : . .__._-�
R _ 86- 58 !8 _ ` ,r�°r i F��" �s CARNELIAN STREET N. .
�+ o% �1 rt u
- ND J �. � ! � Chi-s►d Egg ----- --_ ,._.- � pWra. 1 R� v 1
R - - _
- _ - ID . . _._ �� - - = - - CUCAMONGA DISTRICT ____2 � 5
NQ 24838 s
= v
74-51
a y i
I
j I 1 n ► BENCH MARK
Chiseled "❑ " End of Std. Curb 32' Rt.
Sta. 19+14 near S.E. Corner Bridge r
/✓r4.re 7 VG" j on Cvrb i 9e lk'
S. Bd. Co. Rd. Dept Drwg. No. 213450 44
4 of 16, Carnelian Street.
R/ E[. 20.43 { 1 $ 44'
' j
4 Ale. 4/6 • ' 3
14
Elevation: 1336.01
80• 1 h 0 t�j P/. EC. S.99
H CONST. B.M. 1
'00 Y.C. J/db i
\ \ W f - - _ 5 /4/0 ►� , P�. El. 4.�s RIR Spike in P.P. 1911233 E on East . .
� 20 \ \ ti p r\ c; #
P v ti p x �4 , side ofCarnelian Street near South
Sur � . I 6Boundary
of Tract.
d/PL
°o o Elevation: 1402.81
to to
1 i
ION
° ,3 00- ^ W ToP of Nb,11% Curb
TP c7/ East Curb V' Al 0/ o I
1
c M 1 y r p $ 110• YC. 1 '
R/ E[. 5-49 ?
j
V !
100
1400
lAfla
t ,
QZ !
4 00% V 1Li�i X36 V P.
`99j� EX�S SurdcC $} I , h o0 N h X�Sf Surer'e h
0/7
a ti Y, hto
K 1 00 Ili
o, l Fig/s! Sur�ere '
64 I
1
3 • W W � 7gn. G.�d�- -6 29�; �
V Li -�3 0 0 ci On Curb V �' I/.C. I I
Op T Ilj ; , Qom. a P. EC. S.55
110 _ _ __. _ _ _ _ ., _
1420 __ t . _._ o _. /4/0 /410 h 1' 00
� �
st Sv �e .a1� PL. ^ a Pi Ec. •�.3/v ave cur
n1 p
_ Fxi I I G `360 h ti . Too V/',South 64W 14 *4
I
--i!00. W
IO 0'\V:
i I r Wcsf Cvrb h �' -a 849; ION �O
F P ;
E
of P .
.LF
: PROFILEf.
i
! � 3f/
tbn. !'r-ode e H 0 R 17 �t : 4,'D
11410 i i _ I _ -5.04/ /'¢00
SCALES VERT I1 = 4
3 4 5 6 6 7 8 9 /o
P L N
17 SCALEI -40
/6 37 39,
East RNVt i9
R/W
5' 5'
Curb Curve Do 4: j0jus11t M14
7' 18 18, 7' R-38' d=233007'48" to Grade
0.56.5' I.5 5' 5' 1 .5' S' 0, ' L- /54.62' - - N 74210E _
o�
-N �
�� 3x o -Const POO Curb and
s I o Gut ter per S td- N9 //5 S c a/e : 1 ' -40'
I ti ,� Const PCO. Curb and
slope
Gutter per Std. N° //51 t o , -
1u..Slops Leve/ Line ,tom p ffl 0 20 -
.441 F61
. Q o SideWe/k /Qemp
N Per std. N //O
\ _ (^/orth S�dc only)
Const. P. C.C. Sidewalk / -Const. PCC. Sidewalk Curb Curve Da&: l '
N2 _� o - . , , „ �g �' CURVE DATA r
per Std. N 109, Type C Const. 0.2o A.C. Pbvernent on � per Std. N- 109, Type C R=62 d=53 07 48 6• ti � o •
, '- '� . R- 170.00
•� L=57.49 T- 3/.00 sh v O a =
Const. P. C.C. Curb and Const P.GG Curb and p
Gutter per Std. HQ /l5-' butter Per Std N° ll5 4 + 60.23-E C. 8 25'Q 25' 2 T=42.50' �
T YP/CA L S EC TION 05'
6. � 6.5' � e= BB•5.3'10" �L E ..: • '
NA PA COUR T v - :-
SCALES !"=lO'H., I"=4' t! L=69.81
'C a T•44.13 Fj
13 0 Q
Block,w�
c°v
d
oc
� � �2 CALLE
DEL PRA DO
�5e.,;; ,o'Sid�y✓o�/(' Tran9%1�,oh
Const P• C.C. Sidewalk o c >
per Std. N2109, Type D E TA /L "C"
- /2 -$ ^ Curb e urnofb: � '°i --- -.:
Rw So vrb Cury 5f 72. i8 - --- v� v L-¢i as' r3�s¢ %°�� ° -CA R/V E L !,d N ST. SGa/e /"=�o' Ec.R.
/ / e Data• 8 Const. PCO Q//e Drive
R=62' A =28'57'/9" �� u! 23 ao �a o 9 o See Sheet 2�- Consf Sidewalk Romp ,cv
25 2s ,� � q� ---- - : way per Std. N /25 � �� .=.
L x313 ,�T= /6.0/ c I .� ,?Const. POC Sidewalk$ I I per Std N� //D A n� _
/8 /e -h 1f.6� h� Z2 per Std N9 /09, Tyoe C" +6 °o I I 't ti� �I North side o y
5' 6.5 12.5' 5.5' ' /2.5' 5' 5� �` a' 75z' On_ -_ 110.66 L : moons t P• C.C. Curb and 3 p -
tl14Z o ,/ „E tangent �� AL Y O/ / uff Q o II �,� /.5 6.S
N 87 42 0 _ p, 1� (See Sheep¢1 G er ,oer S fd. '5
,} -4 , \\�1g�'3 3� - - / .5 ' 10 IO 120.00' •c' 3\'' r'tK
1 S f�
c o' Qv / /i2 �) Q` ofe= See DETAIL "C"obove
ope h Const PC.C. Alley Drive- / True .� Q'�QZA/ e�� �� -Ir ze ,� �b� z for Sidewal% Laarouf .Defai/s
46
r H. Leve/ L/ne :f0.33' -0.50' r f slope, way per Std. N° /25--/ Pwf��eo j ° 08'9 , „ N �°
KAP :�;
.F w �_ _ Consf 0.20 th88"49 00 E
_i . 6 __ _ ickness A.C.A. _
Adjust M..N.-- e9i POv f �On native® � 3 6� �. � 11---Const RCC• Cross
Q to Grade oe 'o� °e _ cv 2 1) Gvt ter per Sfd NO/19
Const P. C.C.Sidewvlk -Consf P.C.C. Sidewalk -
r Std. NQ /09 T 'C"�/ �� per Std.N° !09 T 'C" s ' �' 6 ��Curb k'�furn Dafo
PB Type Consf. 0.20' A.C. Pavement,on �\ P Y 9- 2� 21.09 G, rb60.00' alfa - 115. 96' 0 2°' �i� Ioo II R-20,'J=90, L=3/42, T= 20'
Const PCC Curb and i naf've ® - Const. PC-C- Curb and
Gutter per Std. N'//5% putter er Std. N-° i/5 s2.o3 ' 13 \?�, ap' v urve ate' 1��Consf P. C.C. Sidewalk per
P l 1• i + ui Da a B 11
�; S td. N° /09, Tyoe "CA'
T Y P /CAL S E C T/ 0 At A=28 57/9 Const PC.C. A//e Drive- 2 i
Const POO Curb and o
CA L L E DEL PRA DO Gutter per S/b. N° 115 L-3133' way per Sfd. ° /25 "' 1 1 II 1 Con sf. 32"hIgh Cane.
SCALES; /"=/0'N, I"=4'V. Urb P =
T /6.0/ Q L�E y / (See Sheet 4) (r�,n• top o� ► etev. i�oq.ss) b/ock wa// per S1b! N' 301 dcfdi/s.
r ve
a a: � -1Y _ �• �' N
i
A.SSOCIAf E� D UNGINEE� F; .a _ �. _ G ?�'J OF 5�^ tv tsf �ta}r'rtlN� 1N4F) 0VE 1V"EN1 PL_ i) NS �,
R=58' 316 EAST "E " STREET 4_ ______ ---_-_- ___-__ _._ ___� ROAD DEPARTMENT TRACT NO. 9016
A=14cs4T ;
-_ r. a� K � , , RLar= NO,
1-.148.60 ofVTI�F'1Q, cA�_i F, 9!764 y �ts {nt� By CA LL E DEL PR A D 0
714-99-S- 6581C3 ��, Ororrrr ��._ Dom, gf(ths- F 1 L F N.' }
trvGfvra i Se -fio , `('7S Chc:ked By __ 1115;T Rv r, v !'7'P DG':
® ,aad�d s _ NAPA COURT Dw6. Nc. Sy
.___ L• Gf• Cr _ ,�j-/�_ nodi-','ed wall height r_- --- - -- _ ] k. TnEd �y R
° 8 l+/r Ffj F \�'�C F 4; 1 r ;j;":11 !,. Z 'i Y FhE R 'L �,4 �
N- 2438 1 AG CUCAMONGA DISTRICT l: _3 of
BMH !MARK '
( , Chiseled "❑ " End of Std. Curb 12' Pt.
Sta. 19+14 near S.E. Corner Bridge r
'Irv, ( I (
S. Bd. Co. Rd. Dept. Orwg. No. 213450 A4
( 1 4 of 16, Carnelian Street.
Elevation: 1336.01
CONSTi
e
I z RIR Spike in P.P. Mt1233 t on East.
1 _t -
I4 _
,_ - - i ' 1420 de of CeaneIian Street near South
Boundary of Tract.
Elevation: 1402'.81
1 ' to the top of re>air»�9
res'f rh&,,x Bark' ! a
} y
t ini�imurn Gbvrt• ` 1 ! `
+� v Fx s fin q Gro'und' Surf'aCe 4 j
ti � v � L
�` . �.
0 3
k
5o'u�. _ _
_ VP
ti m 1410
c�
�� rp �� ooh 'a 1
�^ '/. 2 a oO � N No m + `�?
} \ V D ��}'/o a4
cD � h f\ m p � .r�• i
' x o M o �•°o �'O ° , finish Grade 100 =V C I
W ° ° $ W �Pr. X4.05
ly ; • Vol
gs0�
( I o *4 No
0
e M
boom
+ 00T
t
i. e
1.
r. DD
V G
6 C•
1380 I400 = . 39 ^ �• N -1400
z p ��
1 o
f _
' �� ? !
o }
"E"
�m o
_ see DETAIL
` y I%l3fall 24` R.
P /.5000 tfi/s Sheet 40' ye,
V.P,I.0I.52
4 Ely
a P '\ a
H RIZi
SCALES VERT0 = 4'
I
- /390 Trocf eoV,� �
3 4 5 6 7 B 9 /O
PLAN
M
Or --Concre fe cap = SC.AL.E 1 -40'
_✓0 4 Bar, _
(Continuous)
and b�eom block
NOTE'= No fe s t !hr»vgh 9 x
aPP/Y Per std 'VE 30/ "
f14 Dar,
i
(Continuous)
o�c. "LLE DLL PRA D O /8
Bock See Sheet 3
4 Cm 24"0.C. • g j
A.,r �a✓e ei N 'DD" W
Finish G d� ' a
I O' l 1 ,
5 s ��'23 22 Z / 20 /9 °
Mv
8
x Qk Q �3 0 0,'��
= 4 - 6• Construct ,4/ley per fo! N 125 �o 0 m y x
4 Bar, ee 1 be �� G�
. . - C Orlt%n U0 US X T S T° 5 � n
( Qc re�,o vcd 70.00' 60.00' 60.00' 0.00' 43.00'
3"Cis - 6. 5 1 rpnsi iaa ,,
i " 5 °5,�'J- -— - - N 10H'00"W
ProP —N1 /! 00 W1�-� 8 9
D E TA /L --
n �
Const 6 hi4h Cone. block _. _ _ _ T �, 70.00' 6 0' 60.00' 60.00' 62.49 '
• d 05.00`-..._.__}_. __-_ -- 67. I0
S C ale %2 " = 1 D" o Wal/ �r vcwL V'lhis sheef� '!� Transition
Tract
N Q 11 �,,r Boundary o
Con st- A Ile
y per
a
,� • ok o 6 5 4 3 2 i 2
Const 6' hIqh cane. block woI/
-� N89r4 17'W 6. ' 1 I where re Mired per DE 7A/L "D"
Instq!l 24" R.CP. rfi�s sheeQi'
� ; *' /o c a tions See "PL dM ' {•or '
(/500-D) OR C•S.P ` 49 �� .0 Nz N 64 ,\b� Con s truC t 0.7-o' thickness A•C. Pavement R/wv ` le/w
i
to
20,
/01
kh 0�9 2 i 0.02 145.0 ti 9,33Do - I
.-.-TN 8 44 7 I I
it Pro
- - - -
ov ��/ - - - 291.75 _ Ex st. wd,�.,� - o\ ,-Exist C.L. re-wc,- I•S� /� )t"Roo/
\ / Trac t Bo undory 'P� I j
B•a,�-„ Corcre►t� \ �� Ora�noge /n/ef Sh-uclfire, _ '° _ _ _ •, I
Q, ew,ve��er,t See ETA/L 'E , this sheet ,
Const 6 high cont. bloc,A ,�� Construct 0•7-o' thlokness F —�1
" " � 0 A.C. Pavement fypTCa/ L__J
Wo// per DETAIL D 1�iiS .Sl�a°t x A L L E Y / N
\ $ 0 Constrvct Coss B
o w
Concre fe ribbon
TYPICAL SECTION j
s (Typ.� A L L E Y l0
s,� f No Sca/e V== , --6ra hq icer- ,41,4a,"Amo rourfdry
\ A-/554 ('24-/5
C' 'V
24"iPC.P Drairi /n/et . ,+z1c4,re �c , Added sfrvcfvrol SG�ct�on - ------ _-1CJ0'� 1 i �1 A �J V 1 ' I~ E 1 Y TR' 1 9016 , �`:
(/500p) per Co/i fornix Depf of 316 EAST E ST�: E. E_ T ,iq�
or C.3.P. (/4Gs.) Tiansporl fon Sfo! Dnaw;ny ONTARIO, CAI-I F, 91764
Q :G�dde chanyC f b.� moo r� iotoo. �ZS
D73-i/ Type G -t)
-- -_ F
71� -9��>- 51e -- _ _ << ALLEY
__. __- _-- _ __ _.
TAIL "E ' `:`° � r g
--- --- - TsSi� — - — C.htf�el`gy ASS' F r�;•,p •1�1 C 4
N,n. n T
K 4By
r
C
�� AG . - C .CAMONGA DISTRICT s+ �� ---4 _ _�
` 24838
74-51
I
.�...f-.i_..-..-.....�.-.4-.a-4m-y.. .. - ... v,.o..�..._a.�a..s.:-....�.._...-.,--tea•+._.m-...�.- o...�v --...4-�.._,_3+�_«.-.�..��__.c_--_-we..r-...._-, -.-. _ __ _ ..v.. _ --.........---n.-..�....e...�.�........... ..-......__.-...«. ._...N. .. ..,r_ ... --�<v-......,...-..r _ n -..a.,.-. i..- z e.. .. .�-+_-a-r -r .-.�_. �...r.-.-._>.-.._ �_. .�..-..-.....- ..� ...__....... --•__.._. _ _..--.._ _...,....__._ . �_�_.,_. ...._.
_ _. a�.r...�:..-.w- -.-�--.r-.z...n- -' - .w.. - -,..�.w+..s-.ar..>-.ae_.._..i.•�.....e._:_:...ua-..�..-....:.-._<.__.._.a_.-<.-...r-..»>�..e:..-_._-:-.._+v._.,-.. <-r�Yms<.+v».G.�...r.=..�.a--..A+tee.:-s.w.__....._..,a-...- _ _ _._ . -. ._. _ _ _ ._..__• - _ _ _ _ ... __._ .. .... .......xe..-.�„ �.....�v.<.4._......�.�._........_.._ ......_....._.. _. ..._._n-s.s..,�<.+.,<,� .�._...___.. >... _=�.._a_s»..s--r -...._.�...,<.:_-�<v-r,..---.a.'..�c._.....v�...�,......_..�__ _ . -..__._ __
{ I ! 13ENCH MARK
{ Chiseled End of Std. C4rrb32► Rt.
f ,
t "
I f I i
Sta. 19+14 near S.E. Corner Bridge per l
S. Bd. Co. Rd. Dept. Orwg. No. 213450 A4
4 of 16, Carnelian Street.
i f Elevation: 1336,01
i CONST. f8.14.
1430
1430 _ _ _ 3
� � R11? Spike WrM E on East Spike in P ��{
nc side of Carnelian Street near South
Boundary of Tract.
I Elevation: 1402.81
} 0 m0 f }
}
a
�i
Pact' A.C. P/ S/opC i i 1
to the top of rrtalnin� i
Ul
t/•CC °•
° 9�
} Ex is ting Grovnd'
z .o
142000V 1420
t i E i 4 j i
Ar
3.00
1 _
Finish Surfat^e m
(
v
i
� b
{
1/420 _ ,_ _ __ . _ . __ __ _. _ _
} t{
j � \9 h E
} top
I 1• PR 0F1j
i
� MnRI
i„ s 4nSVtLJ �` T
t
S 1
4 5 6 7 8 9 /O
P L
SCALE I"=
1
�y
/"Istl�lfllc
O SII
t �
0f5j6- 03
10k
o /NO°36'35"W
p C ons truc t A Ile
it e� Std• N2 127- 33. 6 '� 45.02' �, o
• bt P9 � � � 'semZ%
0 � A,?
\ �� P3 24 :
f 6 . 31 �QtiV
TrOCt BOUndory N0°36'35" W h �'
i
le Pro //e 17,6 ' Oh /6 z /7 '
3 s¢ N /038103
57.i2' 60.00 ' 2218'
o\ 5
",ltd
fey �C .2�0' _3 0
ons truc f o thickness
-�q• Ex. A.C. Pavemen f D,
6�. Construct O.zo thickness
5 p ' I4 A. C. Pavement, typical Construct Cl 'Z3" J 0.671
Concre to ribbon
N 0�5
13
°� T Y P I CA L S EC TION
12 AL LEY 2 EY
_Curb Curve Data
No Scale
R-621 J-26-67`19
L:31.3 3' T= /6.0/' J
I
4 180'
�'urb Curve Data:
R-58' A=/46°47'48" L=148.60• ., o�,�,
p m
Pqo� N 2017"50"W _ �j a'
t i
h ',
IC
I Curve Do -q� ,
�,,.
- s s � � ,. x a. f a e.•, I`. .1 ...1,� Ell I.3 i t' � � Y V} ti�;z�v E>i t )`- (t`. r i ?�-) [); " v )
L 69.8/ r 44/3 y .l , U C � M x �� r:t,�_ _, �, IMr �"'. !\�L N i 1 L AN S
� $ Ql�.. V� �� u _ - �,/{clded SfrvGfur41 .-SeGfion ___ - _ �
316 EAST STREET � z ROAD I , I � [A E N T TRACT NO. 9016 n �£
I �'.• ��1' 2 'Grp Chan9B from 8�33.G3 fo /OspO. _ F� �) ��1 a
f - ONTARIO, CALI F, 91764
_ Now?,. b �
T
crv-rod By
s.<
A LLEY
- _ Dw� 4
CALL DEL PRA DD C�'Zt $-�9-75` p .ti
_� >� `} fz il'Cr,�s�° �� fyflrs i Ct�tfi 4 *, A u
�' 24838
G _
See Sheet 3 .� _
e �
74-
5/