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ESTIMATE OF QUANTITIES GENERAL NOTES
OESCR I PT I O N QUANTITY TRAC, T NO-, . I. ALL WORK SHALL BF. DdyE IN ACCORDANCE t;ITH TIIESF' PLANS AND TI SAN BER1�'ARnItiC`
COU1117Y STANDARDS AND SPECIFICATIONS.
9260
"'A.C. PAVEMENT B6 634 5•F. ; ,
6"CURB �C-IUTTER (STD. /l2) 2�3a 9 8 L.F 2. __.STREET MARKERS PER SAN BERNARDINO COUNTY STANDARD NO. 303AND 303A SHALL 111:
6"CURB CT UTTER STD. l/6 L 3y0 340 L.F. v r CONSTRUCTED AT EACH INTERSECTION.
Tr2AN5/TION 6"To B" CURB �C�UTTEf2 P32 L.F. I •• •' 3. ALL PIPE LINES OR SUBSTRUCTURES OF ANY KIND AND TELEPHONE OR POWER POLES,
Col1ICRETE CZOS5 CyUTTE,2 (5TD• 1/9 2 8/6 S.F.
COl�rCIeETE SIDEWALK TYPE 'A N 'C~ 5TD. J09 3 924 SF i I 24 y� N �� W� WATER METERS, VALVES, HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN
-- - -- -- -- - - - THE LIMITS OF THIS SUBDIVISION OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS
CD_NCreET_E_S/DEW_ALK RAMP ISTD. //oj 5¢6 _S•F. I If � r 1 TO BE DONE SHALL BE REMOVED OR RELOCATED AS REQUIRED AT NO COST TO THE SAN
HAQQ/CARE (5TD. 305 72- L.F. 1 ( � s 2D BERNARDINO COUNTY ROAD DEPARTMENT.
N i ►-
A.C. PAVEMENT (ARCY13ALD ¢19th ST //°�00 6F. ' W Q W
� ? �/ 4. THL RESPONSIBILITY OF ADJUSTING MANHOLE COVERS, PAVING REPAIR AND PAVING
l CO1L/CRETE O,¢/VEwAY APP20ACi4 (STD 12B 0 542 rr�F I I N �--+- REPLACEMENT IN CONNECTION WITH SUBDIVISION SEWER AND WATER LINE INSTALLATIONS
-- --- -- - -- -- - _ WILL BE THE RESPONSIBILITY OF THE OWNER, AND SHALL BE ACCOMPLISHED IN COM-
REMOVE E_X/5T1"C7 A•C. BE2,1�/ 1,000 L.F. _ G -
RI✓MOVE Ew/orril q C•�UARo RAIL 100 L.F. I / 1MQN AIDE _ - - PLIANCE WITH ORDINANCE NO. 815 .
sN1=t=T NO. 6 -
REMOVE EXI!3T/44 PAVEMENT Bao S.F. 1 F--- �" 5. WHEN CURB DEPRESSIONS ARE PROVIDED FOR DRIVEWAYS, COMPLETE DRIVEWAY CONSTRUC-
T RC-MOVE EXIST/NC-� CURB�C7UTTE12 3� L.F. f TION WILL BE REQUIRED IN ACCORDANCE WITH COUNTY ROAD DEPARTMENT STANDARD
DRAWING NO. 128 AND RELATED SPECIFICATIONS.
5/DEWAL�t' D�P�{/N - - -- - -- ---2 --�� 1�I 7 N �
9TREt✓T MARKE2 - - _-_ j - 7 -_ EA.
�I 6. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH
STOP 5/ !�! 2 EA. QI # V �3 M ' 'THE SITE AND SHALL BE SOLELY RESPONgIBLE FOR ANY DAMAGE TO EXISTING FACILITIES 4l y
_c -- _ _ W �p -RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH
iQEMOVE -24MC.M.P. _--_ _r - 71 LF � 6 20 I , � ,39 FACILITIES ARE SHOWN ON THESE PLANS.
REMOVE 36'' C.AAP. _ _ _ _ L.F. QI 1 1
30 1
REMOVE EXJ3T/Mq HEADWALL 2 EA. Q �. SHADING ON STREET PLANS INDICATES A.C. PAVEMENT TO BE INSTALLED.
- ---- -- -
`; CATCH BA5/AJ 7YPE 'A " (5TD. 200)_AND DETAIL HEREON_ l EA. 01 3
RECDN�3TRUCT EX/5T/NCS C,�r2ATE INLET_ l EA. 1 O W S. A PERMIT WILL BE REQUIRED FROM THE SANBERNARDINO COUNTY ROAD DEPARTMENT PRIOR
_ _ _ O TO ANY ENCROACHMENT OR COt''STRUCTION WITHIN THEIR EASEMENTS OR RIGHT OF WAY.
9G.i P.C.P. �roeo o ) _ - -- ----- --- _ -- - ties LF. 2 �I H 46 49
I
36" e.C. MANHOLE zlNGS m 9. WHEN ASPHALT CONCRETE IS PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY
Co�vc,QETE cot.[.A�2 p+cR DETAIL �� BEND I I EA. I js / ``AA
MATERIAL, THE SUBGRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDt
6"CURB � GUTTER r5rdrE 5TD. NB-A, rY�EA2-B S82 L.F. �T vJ Z ABOVE THE SUBGRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE
YA R1,44LE T�ic,en/ESS A•c. c--AP -------- --- /0, 73 9 S.F. I _
GRADED MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL.
---
JA _ _ AVE, �l w
10. AT THE COMPLETION OF ROUGH GRADING A MATERIALS REPORT AND THE PROPOSED STRUCT-
URAL SECTION SHALL BE SUBMITTED BY THE TRACT ENGINEER TO THE SUBDIVISION
- - I � ✓ 1 SECTION OF THE SAN BERNARDINO COUNTY ROAD DEPARTMENT FOR REVIEW AND EVALUATIO9
'-- - -- - --- O 1 APPROVAL WILL BE GIVEN WHEN ALL STRUCTURAL SECTION REQUIREMENTS HAVE BEEN MET.
11. SUB-GRADE STAKES, DRIVEN TO THE PAVEMENT SUB-GRADE ELEVATION, SHALL BE SET BY
N S1 3� 37 36 5� 3� 33 32 3/ �0 ��
THE CONTRACTOR OR ENGINEER. THE STAKES SHALL BE SET AT ALL HINGE EDGE OF PAVE
MENT AND CROWN POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE
I THAN 50 FOOT INTERVALS. ADDITIONAL STAKES MAY BE NEEDED AT WARPED OR VERTICAL
- " - -' -- - -- I CURVE AREAS. SUB-GRADE STAKES SHALL BE IN PLACE PRIOR TO PAVING TO PERMIT SPOT
-- CHECKING OF SUB-GRADE BY INSPECTION PERSONNEL.
_ ,4/PCN/E 4L 0 .4YENUE 12. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CON- '
SHEET IVO. @
- - - , -- - - •• •• •• STRUCT THE WORK TO THE PLAN GRADES.
-~- - ---- 13. ALL SEWER, WATER, AND GAS MAINS AND LATERALS SHALL BE CONSTRUCTED TO EACH
6 -0 L INDIVIDUAL LOT PRIOR TO PAVING.
9260
- --- - SCALE /' _/G}7' /"CLEA�P
�N�EXA/� ALN �1P�' 'r3G-'/2"MAX 14. AT THE COMPLETION OF PAVING A MATERIALS REPORT SHALL BE SUBMITTED TO THE CON-
- f TRACTS ENGINEER OF THE SAN BERNARDINO COUNTY ROAD DEPARTMENT LISTING ALL TESTS
--
_ /l-/¢50 C� I 6RAD10 PLA)V y•. OR DETERMINATIONS COMPLETED TO VERIFY:
CO!/ER Fil'AMEI
AIZII��18.9�5' � ,� � - .b•f• ••'.,, - 6.r A. STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT
g2't e « #3R5'k4'-9"L6. 7 SURFACING
m 2 '± #6ALlAN/�ID 37L.
B. R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE
cp 3'/2„X 3" x !/20 A• ,�.c.P SECT/ON B-B BASES.
1/4' - A.C.54 ,RM ,,y ARCH/6AL0 AVENUE
P 3" �
EXIST AVEN►ENT 4r. ".
LlMtTS 4" 51-OPE= '/4 PER fT. - -- 6 i 15. COMPACTION TESTS' OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COI�!`PACTING
� 60 � \
Ty,
BERNARDINO g \Fea}hcr over ex�s t. Ptv'�. �: TI" 6GCTION- INLET TYPE I ORIGINAL GROUND, AND ALL SUBGRADES SHALL BE PERFORMED AT NO COST TO SAN /'
2 Ink. �¢S ,,,` ��L2. � .� t� *3"IN ARCH/BALD AfrE. 2' � OVLEr
BERNARDINO COUNTY. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE
56, 5.5' G.5' S.5' �'1 2'x`1"x2"Xi12" AI/ .4&,g1BALD ASE. TRA M/oN NPE Q 7YPE I SUBMITTED TO THE CONTRACTS ADMINISTRATION DIVISION OF THE COUNTY ROAD
a IZ N TYPICAL SECTION AI2CHIBALO A1/E• r r DEPARTMENT FOR APPROVAL PRIOR TO PLACEMENT OF SUB-BASE, BASE AND/OR SURFACING
�(%fT 5 g4 / A NOT TO SCALE SECTION A-A {_. a
LEt/E � 1-,) 1�, y_ I 1 16. ROAD DEPARTMENT APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM OR ESTIMATE
OF QUANTITIES.
•
•.i. Q. r ;yAr ted,':Oyi � _ � • �' 11C I. �! r- ��' , , .� I• � �.
. A
• ' ' 27 � � ARCH/SAGO .4�L�Ml�
7� EX10"r�PAV 6)(197' PP 1/
COAC.. MOCK WALL Zt - - SECT/oN- /NET- TYPE' ZI _
o. AVE.
PER QR�IAIg PLAN 8 j
'^' 14,0S-17,'FXL U5MAN AVENUE �/4"Fr 6
TYP/C•4L SECT/O/V co,o �P/W o:< 2,.�_ _ -_ _=_ -_ _ _ _ �=A c'a��c-�� CaAf �
� l* c1E,� I I
n rOr To SCdLE 13 %' { g 15 SSF_ �-A''S f=o2 L_KTP !2"MAX•
ly' i 'A"r 12 „
TYPI� i� SECTION 19th 3TIQEET
6"
R/W R/W NOT TO SCALE #3G''3/Q�x6'-9"L6
25' S O 25' R/W �O� R/W ,: _ _ 6.=C 7701V B- B N/NETZ ENTN BT.
g'
7# 18' 16' s' 30, MIGNONETTE 6T. -
A
5.6, G.S' S5' /2' /B' ,(q' /2' A
�L 1: •4C7� W
1
I� 1 : I ) NO SCALE - h IVO. Q
I :O S p:� c e .• �- • 4 I 0. 'Foa? , LCl/EL I/4~ �' COI VS Ti�UCTl0A/ NOTES �+�/ N
i cu,¢® _� _ G ONE TTE N
fo �`o.22 6 �4'' FT 0.44' 0.50' t„ 2� r� a. � �
`� CONS T. 0 2 51.4.C. OQ YEMENr O/V o• C SCAG E
Z oR 3 - - •�..r -•L ,O y �/ - 50 1.. 67.
d 3 a-- CONST 9' CORB , GUr7, oE�P S.B. CO. STO L?9,6. N/7. //5
colv6T 6"'CeIR9 5`GUTTE/P P,5R S.B. co STD. oki G- �1 U. //6
TYPICAL SECTION 50 ' R/W 6 GALA AI! UE 2 , :y 6 T. /. SCf•1EOL/LE 44 cmisr. rRANS/T/ON 6N row cupe ' o�rrE�e
t.loT To scALE , 2 oa 3 HAMILTON STREET
0 ✓ADE/TE AVE. T. / = 5.0 5�-- CONST- cONC. cxcros GUTrzw PER S.B. CO .5TD DWG. tiCJ• !/9
J
M/GI�IOINETTE'
6AL A AVE. T./. = 5.0 a- CONST. CONC. S/OEw.4LA1 4" r<//Ce PE�e S.B. CO. STD. C WO NO. A99 rY,aE "C"
TYf�/CAL T/LT SECT10" 60 1 �P/!N NAM/LTO�I/ 5T. T- /. = 5,O 77 CONST CONC SIDE` ALK A7AMP P,=R S.B. GID STD. OAC. � //O
�o R.1 N. East o f J 4d c/to Nor TO SC d L E /(L U5/►�JAN A!/E• T. /. = 5. O 8�- MATS T BA ee1CW2E PE,P S.B. CO. S.B CO STD. GING. ht� 31J5 Q V
MIGNONETTE 5T. T. /. = 5.0 CONST.025'A-C. PAVENIEA/T ON 0.50 FT, CF- CLASS f1 AsGZEGaTE JSASW• Q ,'
ARCH/BALD AVE. T. /. = 7 5
PRIVATE ENGINEERS NOTICE TO CONTRACTOR NOM : �� COA/5T CATCH 5461V TYPE A~PER 5.e CO STD owc�. IIID. 20G W=»' MON TE VIS7-ASr. ,
The existence and location of an underground utilities or structures Sftoarvrt � ���� MARK :
y g CONTRACTOR SHALL VERIFY ALL BENCH MARK No. 06 /Z CONST B"CURBS GUTTER�P Sr.4re STD. PL�►1V N8-A (TYPE AZ-B)
on these plans are obtained by a search of available records. To the best of CONDITIONS AND DIMENSIONS CN/5ELED "a" ON CU28 /B'L-/' ?TA. l3�08 ��
our knowledge there are no existing utilities except those shown on this -- - - -- - _ _ ` 5 COCONST. CO,CaNC. 5IDFYYA ff 4 7YZCA' PEEP 646 C0 5TD. D ,? -, N0. /09 TYPF A � -
plan. The Contractor is required to take all precautionary measures to pro- AND SHALL REPORT ALL DIS- M0QTE VISTA / EAe7 END OF STREET 4 CONST. CONC. 5/DE,Wf11X 4 wMC� ' PEP 5. B. CO. 5TD. OXG. A�t7. /09 TYPE "B
tect the utilities shown, and any other lines or structures not shown on these CREPANCIES TO THE ENGINEER ELEt/ 1¢/7.15
plans, and is responsible for the protection of, and any damage to these PRIOR TO THE COMMENCEMENT 15 -C0A/sr V.4� 1A0L� T1Itcl<n/Ess A.-c. c>+P V/C/N// >' MAP • , i
lines or structures.
iPGE /�B/4 OF WORK.
NO. DATE REVISION APP. PREPARED IN THE OFFICE OF IMPROVEMENT PLANS
MADOLE 8r ASSOCIATES, INC. FIELD BOOK REFERENCE COUNTY OF SAN BERNARDI t�lO FOR W.O. NO. - .
m ,o_DDQD 57eCJCTU2AL SECTtO►v 3PC, Ur`' �f'22•�� ROAD DEPARTMENT
CONSULTING CIVIL ENGINEERING �p T-o SECTIONS •, QoA.UT11-Y- TRACT NO* ROAD NO.
17802 SKY PARK BOULEVARD - - DESIGNED BY: APPROVED BY:
IRVINE, CALIFORNIA 92714 PRAWN BY. � II. 1S-1C
PHONE 714 540-2066 CHEG KED By ASST.ASST ROAD COM E►•tGR. DATE F:1 L E NO-593
O.5 _I 3
r
- , B-/3-76RECOMMG,.IDEO BY: TITLE SHEET SHEET I OF 6
MAooL.E R.G.E. 14614 DATE NO. REVl510NS 8Y OAT'E COUWTv E►.lGIt�IEER DATE
J•�►- ►oma-120
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A/O. D 75-// 964L M fi! �P//l/�i JDI/V7✓ m�9 -CONST�PUCT o.25(A.C. PAVEME�t/T oIV v 50�CZ rr A.�s .
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. _ 90 BEND • . ' ---_ _ __ .
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BENCH MARK NO. 2S PREPARED IN THE OFFICE OF FIELp BOOK REFERENCE COU►.ITY of $Ar.� BERI�JARDINO W.O. NO.
IMPROVEMEt�1T PLANS FOR
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CA/15C-L50 lO" ON CU;Z5 18'LT- STA. 13106 CONSULTING CIVIL ENGINEERING
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BENCH MA12K NO. 26 PREPARED IN THE OFFICE OF FIELD B00w- RE:r-EREt`1GE
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