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�� CONSTRUCTION NOTES AND QUANTITIES BENCH MARK:
GENERAL NOTES "SG
/ }-CONST. 4" ASPHALTIC CONCRETE OVER 4" AGGREGATE BASS. ,7:fO 3.f V540.E BENCH MARK No . 55
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1. All work shall be done in accordance with these plans, the City of 19. The final or surface layer of asphaltic concrete roadway O--CONST. S" CURB WITH 24" GUTTER PER CITY STD. DWG. NO. 303. 4&?L7.SL.f (&--.
3�--coNST. SIDEWALK PER CITY STD. DWG. No's. 310 � 311. 7,205o,#, 3EY.. A -A f►HT. 4 CHISELED "p" ON WEST CURB
Rancho Cucamonga Standards and the Standard Specifications for Public pavement shall noL be placed until all utilites and utility
Works Construction - current edition. Contractor shall be familiar laterals within the roadway have been installed, all on-site a-/A67hL4 `gyp (4T) *mGron rn.*rr/c *s+n/Uu.(c�L7hs,�� 2 �4 RETURN . S. W .C . AMETHYST
with and shall be responsible for adherance to these Standards and improvements including all grading have been completed, and �� AVENUE AND LEMON AVENUE .
P P g Q Q p (5�-CONST. SPANDREL 4 CROSS GUTTER PER CITY STD. DWG. NO. 308 (X=3'). 7��•r =
Specifications. all unacceptable parkway and roadway improvements are re- �,0---v CONST. HANDICAP RAMP PER CITY STD. DWG. No. 310. s flit. ELEV . 1594 . 836
moved and replaced to the satisfaction of the City Engineer.
2. All pipelines or substructures of any kind, telephone or power poles, D7 -CONST. DRIVEWAY APPROACH PER CITY STD. DWG. NO. 305, (SEE PLAN FOR W).- 47005f
water meters, valves, fire hydrants, etc. .shown or not shown on these 8�---INSTALL'TRAFFIC STOP SIGN PER CITY STD. DWG. NO. 402. LE.+.
plans within the right-of-way p g y limits or in adjacent areas where
j INSTALL STREET SIGN PER CITY STD. DMC. NO'S. 401 f 402. 4iFC-
v e
impro em nt work is to be done shall be removed, relocated or protected i
P /
I,L•✓ / �Y�•' INSTALL STREET LIGHTS Ems.
/� � I /Q 5800 LUMEN, TO BE COORDINATED WITH S.C.E.
lace a required /G
in s r ired at no cost to the Cit of �Rancho Cucamonga.p q y g 6 G � �T.f�.eOU�aif/C/rr.�' T.teff/C,SCG�1/O.d�,,lf/O/.O/0�,�ByG�YEGOrE,�.
3. An contractor performing work on this 33 E /ST. IMP. ,33' // SAWCUT AND REMOVE EXISTING A.c. BERM.-a/'M/A! a a�Qrrsrnn ar r� sss�.f
Any p g project shall familiarize him- , 22' ZZ' . � N
self with the site and shall be solely responsible for any damage to /? CONST. 0.10' MIN. A.C. OVERLAY. 4,70 a i
existing facilities resulting directly or indirectly from his opera- eXiC57' A.C. 6 , Af 7' /3 CONST. TEMP, S" A.C. BERM PER CITY STD. DWG. NO. 313. s.?e F
tions, whether or not such facilities are shown on theselans. i a
p CONST. UNDERWALK DRAIN PR CITY STD. DWG. t0. SOi
(W=D'). /�+
CvrO^YAAIA///10 /4t -ZZ" Er
4. A permit shall be obtained from the City of Rancho Cucamonga Engineering /'� / / /5 CONST. LOCAL DEPRESSION CASE "C" PER CITY STD. DWG. No. 518. t a. 1144
&A"Department prior to any encroachment or construction within City of /01 CONST. CATCH BASIN No. 1 PER CITY STD. DWG. No. 502. 3E.•-
- - - '�
Rancho Cucamonga easement � �-
g nt or right-of-way.way. � �� �.y /5ov-v J
S• ONST. ��" R.C.P. STORM DRAIN. 1 - )
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a
,ems oYE.eG•4yro wirs�o./ 3 /� CONST. FALSE CURB AT M.N.D. MANHOLE COYER PER DETAIL ON SHEET NO. 6.
S. All grade stakes ahal; be set by the Contractor or Engineer. Paving
stakes small be set at all hinge points, edge of pavement points (M1-Ar)vsT G.T.E. MANHOLE TO GRADE. �L^
within 0.01 foot of sub-grade elevation and at not more than SO foot HELLMAN AVENUE --cous . 210 R.c.R SToRH DRAIN �►�-21 4f7 41r
intervals. Additional paving stakes may be required by City Engineer
as n?eded at warped or vertical curve areas. TYPICAL SECTION 2/ /NSTstLL aG '/O M.! P) Tom--/c sicry ra/S r/tsL^•� n,4Na,,t. �cr►t.T�M��. 2 art
Tjr G O ,pzT*/7Ll G}---/A(SjtLL /S2 !25 4 -rC 3rcq/ NHn/u,4c. (Gr+Lr/tsTW). / . 1V LGi Ap/✓�
6. All sewer, water, electric, gas, phone or other utility laterals, 25 --COAJ577�R,7 6AOcx 0 %C1A/AT/0A/ A0rAJV1AA-_1S0UAo 4r7EAV,,4nW /oBs ri ,rp�✓�
mains, or crossings shall be constructed prior to paving.
8�_7_-AOJL/5T MAkWaZ ES TO G PAGE G EA. �I e
7. Compaction tests of embankment construction, trench backfill, com- /✓Ly �ti/ G b ELy�w zs REMOIVE EX/ST/�l/6a AC. �A!/EMEit/T /�,seo or _-
patting original ground and all sub-grades. shall be performed at no 33� 33' t� ,40J!/ST WATEC 044 MF TOG.eAOE / EA.
cost to the City of Rancho Cucamonga. A written report with these l2, / / STiPE�T
compaction tests shall be submitted to the City Engineer for approval r7 Pc,u<, EX/griv� SToe�(,t ORA/.v 9 EA.
prior to the placement of base materials and/or surfacing. _� i� a--EX/5;r1A1* GAS -AC/c./T/"70 QE .rEGOCATEo .0Y OTNEA• /EA.
8. At the completion of paving, a materials report shall be submitted to x'/,37 AC / 29 nNSTALL"" R.C.P. STORM DRAIN 1250-D. Ho sC.9G�
the Cit Engineer. Lisin all tests or 'determinations completed to �� ) /iV // (gyp}-- INSTALL 33" R.C.P. StORM DRAIN 1250-D 4 1500-D. 335L.F.
Y g 8 P revue,rosy,rm -GONsr._014A.0 PAV/NG F�o•K v
verify stability oil content and Gradation of asphalt Paving //� % mar. icy==s3ysy / EO�i�QFFUTd.PE 6UTTET
7a EX/5T. A•C 54 - �j -INSTALL 18" R.C.P. STORM DRIAN 1250-D.
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9 Prior to installation of any paving, a materials report shall be 3 Dig coxsT. MANHOLE "B" PER CITY STD. DWG. *O. 511.
submitted to the City Engineer. Listing all tests or determinations �\ (33�-CONST. JUNCTION STRVCTURE PER CITY STD. DWG. NO. 509. Z '
completed to verify: + sieve analysis and sand equivalent of 2 �' ' X'�O 25 coxsT. CONC. COLLAR PER DETAIL Or SHEET 8 OF S. 3
aggregate base. �,� Qr PI/i4l'T
0./3/LONER 776W UL 7 INSTALL 12" R.C.P. STORM DRAIN - 1000-D.
J4lIURE L�ti�J/GN• f 3G LJ�CONST. FATCH BASIN NO. 3 PER CITY STD. DWG. NO. 504. 3f-.G•
10. Paving shall be performed in accordance with R-Value and Pavement tests �J
taken to determine structural sections (prior to final plan approval) AMETHYST AVENUE ^(�7►---CONST. LOCAL DEPRESSION PER CITY STD. DWG. NO. 518. 3�
1381-��-%%- REMOVE EXIST. PCC IMPROVEMENT it CATCH BASIN.
11. When improvements are to be placed on native soil which consists of a
TYPICAL SECTION �\ J/�-- T,eTreE�slcaLLo�Ts"/Zc�Ty J��e -r,�E� SBfw
/. = G O �2=¢7 Co�/5TQ/CT�O�/yOrES�IiYO LE _iY� .!/EPEOit/.
rocky material, the sub-grade shall be prepared by removing all rocks �i,�recLO�/.0 erg �,�L�,eLT,esr,�- .STo.�.yr. ,rr�,s7¢=e 4C NOTE TO CONTRACTOR
which protrude above the sub=grade and all voids or depressions shall FiPOM STA. 7f37. 7/ TO STA• 48150.00 ��.vssz
be filled with a fine grade material of a quality better than the nativo
material. ®--sovcar*'efs� .sT,e.c. -or�•yf�vr�v,eo�o���oor� GCf ENGINEER HAS ATTEMPTED TO SHOW ALL'PERTINENT UNDERGROUND UTILITIES
OR SUBSTRUCTURES. IT IS THE CONTRACTOR' S SOLE RESPONSIBILITY TO
®--COST. �C'�'.4�.eO�vfO,COUIL'ETOf/Z",P����,e 26.s, LOCATE AND PROTECT ALL UTILITIES OR SUBSTRUCTURES WHETHER SHOWN OR
12. If the asphalt concrete is to be placed on sub-grade, a soils sterilant �• p�ro�G ,o'o�v ss''�Titio. B. NOT. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES PRIOR TO EXCA- •
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 �w G O '�w. �}--- //15TA 1_L 3`f'R.G.r /250-0 3 L.F VAT I NG OR TRENCHING TO AVOID DAMAGE TO ANY UTILITIES OR SUBSTRUCTURE
width prior to paving. THEY MIGHT HAVE IN THE AREA.
eA
13. Estimate of quantities is provided by the Engineer only for the con- , CONS'TR'UCTION NOTES FOR STREET TREES
venience of the developer, the contractor shall make his own deter- ' ¢ 1 . ALL STREET TREES ARE TO BE PLACED IN ACCORDANCE WITH CITY STANDARD 601 .
mination of construction quantities before submitting a bid. Any 1 2. ALL STREET TREES SHALL BE STARED AND PLANTED ACCORDING TO CITY STANDARD SEE SHT. /1/O.S
item of work required by these plans which is not specifically listed ,
in the estimate of quantities shall be considered as included in the « N� 605A . (�
/
3. SOIL FERTILIZING AND CONDITIONING SHALL BE IN ACCORDANCE WITH SECTION sEE .Sf/T.
other items of work. fT LEY�L UNE /- ,, 4Y212-1 .2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. aQ
14. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 ! � � TYPE I ORGANIC SOIL AMENDMENTS SHALL BE USED WITH THE RATIO OF 1 PART
3 ORGANIC AMENDMENTS TO 3 PARTS NATIVE SOIL. ALL AMENDMENTS ARE TO BE
shall be constructed at each intersection. 3 BROKEN STAR COURT' THOROUGHLY MIXED PRIOR TO BACKFILLING.
�n 4. FERTILIZATION OF ALL STREET TREES SHALL BE PER THE RECOMMENDATIONS OF
15. City approval of plans does not relieve the developer from responsibility AN AGRONOMIC SOIL, /yWL7. R�W ff/6f/LAivO
STA. 0+00.00 TO STA. 2408.08 S REPORT FURNISHED TO THE CITY INSPECTOR . ',1 I
for. the correction of error and omission discovered during construction. 5. NO STREET TREE SHALL BE PLANTED WHERE THE CENTER OF THE TRUNK IS CLOSER ��,avEiv�rE
Upon request the required plan revisions shall be promptly submitted to THAN THREE FEET ( 3 ' ) TO THE FACE OF CURB, UNLESS OTHERWISE NOTED. NOTE: � �
the City Engineer for approval. HIGHLAND AVENUE STREET TREES TO BE CENTERED BETWEEN BACK OF CURB AND EDGE OF SIDEWALK. W / /4
/9
FROM BROKEN STAR COURT TO AMETHYST AVE.
S . ALL STREET TREES ARE Si1B•JECT TO INSPECTION AND ACCEPTANCE BY THE CITY 3 40 6 G 7 8 9 /o // /? /.3 /< /5
16. Work site and exterior streets shall be in a neat, clean, hazard free, ENGINEER.
orderly state, throughout construction. Site shall be cleaned upon TYPICAL SECTION
request of the inspector. 7-1.=G.O .P=¢7NOTE: FINAL INSTALLATION OF STREET TREES TO BE PER APPROVED LANDSCAPE
PLANS . �4YEi✓!/E - - h \I
7: Native soil to be scarified or ripped between median curbs ,� SEE �S//T .SToeta p�f//N �L�4JV
prior to fill placement. ,3w
30' .35.�7' KiEST E.4 5T /5/ELL/N.9ti /4 f/E/VUE
8. CONTACT UNDERGROUND SERXTCE$ ALERT AS REQUIRED, TWO MEr.�.fYsr
A' � _ Gle" fal�E�t/UE
WORKING DAYS PRIOR TO EXCAVATION. PHONE 4 1-800=422-4133. /z Q' /d ' 7a7' ie/W I N D E X M A P
PRr3VIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING. GAG T.eANS
!/AR/ES 20' Z' yV.CGG OETis/GS'.
41(7 I fROWit/ EXisr.
7!. GENERAL TELEPHONE I � 0.291 LST � j I L/NE
1 / FUTi/RE 4+Pvv.Vo,/
FOR UNDERGROUND SERVICE (800) 422-4132 LEVEL L/NE 7- to3y W-f r /MpROvEME/t/TS y�
%i_ 7.O3y,Tb X35%
7
D. SOUTHERN CALIFORNIA GAS COMPANY �'''' - - .•►
1981 W. LUGONIA AVENUE 77S� --_ �P.O. BOX 3003 3SEX/5T. A.C.
REDLANDS, CA 92373 (714.7 798-7739 Z /
F, 3.e5% Tv 4:.J5S:
C. CUCAMONGA COUNTY WATER. DISTRICT 71'all IVr-Ce/M
964.1 SAN BERNARDINO ROAD '// 0A77267Il/A7704/� QP4iISS/v�
RANCHO CUCAMONGA, CA 91730 (71.4) 987-2591 HIGHLAx11D AVENUE ReTA1iV//t/G JT/,gLL -feJ�
AMETHYST AVENUE �e�°yv`� '� e 0 A /� 3��,e c,� -
f, , NATES (SEF Sf/EET 8J 8Y MA/�LE ffAS�i ///r_7,/1f--
D. METROPOLITAN WATER DISTRICT G
Nc 1
� 'I 4 1
P.O. Box 54153 STA. 0+48.91 TO STA. 11+49.44 TYPICAL SECTION �^ DESCRIPTION of REVISION
_LOS ANGELES,; (714)
CA 9"54 rr- G. O , = ¢7 ¢ ENO 3 ✓ � X. DATE APPROVE
, 593-7474 Q
TYPICAL SECTION F�Pp/Gf 3TA. 4?fs�00 Tp .STA. /050. 00 i
CONTACT MR. ART KNOOP, OPERATIONS SERVICES BRANCH !'
AT LEAST TWO WORKING DAYS PRIOR TO ANY WORK IN THE
N.T.S. X-47 1 '�� �4+ CITY of RANCHO CUCAMONGA
VICINITY OF M.W.D. FACILITIES . (213) 250-6432 NOTICE
CONTRACTOR SHALL VERIFY ALL 5T/eEE7- ;weer mw& C/TY sTO OK/ls. NO. 005.''Ar 605 6. 13357
E. PACIFIC TELEPHONE COMPANY (714) 999-5639 CONDITIONS AND DIMENSIONS TRACT N C
F. SOUTHERN CALIFORNIA EDISON COMPANY AND SHALL REPORT ALL DIS- ,�OCfIT/Oit/ 49aTA' Al&'/V.4ME CA�iVIOA/ A1.406 Qt./ANT/T/e5
422 NORTH SECOND AVENUE " CREPANCIES TO THE ENGINEER X /❑ BUC'.4LY�Tl/.4 C.4�/•4L0!/GEit/.�/,5' ,eEpGl/� _5110f __5494Z. E� 30'0.0.
PRIOR TO THE. COMMENCEMENT T I TLE SHEET
UPLAND, CA 91786 (714) 983-1746 OF WORK. X 0 E!/L34LY�lL L;Q��l.4GO!/GGiYs/� �F,O /M �/ /.S�,4G. �,4. '�O'RG�
/ 3 /.4-491le e.* 30/0.0. STREE i IMPROVEMENT PLANS
PRIVATE ENGINEER'S NOTICE TO CONTRACTOR SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR
X Q E�G,oGy� yic,�Gi� J(//GG,Oit/LE.QF��/ iy�• 9 ��'�-eG. moo. �o/p.c. APPROVED BY ATE 7 /�
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY 5 U/ ,GL EET ,.4G. O'O. QTY ENGWEER RCE.NO 223'b
STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION R - X l.,/Q 0.4/'�,BET/y $� /6� E.4 3 G
OF THIS
PRO- ❑ .�
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE JECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE- DESIGN MAUbUIANDASSQ ATES, INC. RECOMMENDED
NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE MENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING ,7-/(/ Of SAN BERNARDINO COUNTY eG EtIG�N�ERIZIG
CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO HOURS; AND THAT THE CONTRACTOR SHALL DEFEND , INDEMNIFY AND HOLD THE CONSULTING CML ENGINEERING
AND LAND PLANNING SHEET
PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES .OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL DRAWN 64aN.MottntalnAw.,Sult• IOb Q
NOT SHOWN ON THESE PLANS , AND IS RESPONSIBLE FOR THE PROTECTION OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS G.FB.. G/�.WW. UPLAND CALIFORNIA 10d �_
OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. PROJECT ,, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE PHONE 11) IA 949 OF
OF THE OWNER OR THE ENGINEER. KECKED RCE. No 64AM- DR ANrN 0 NO.
G'/Ty E s 8 FILE No. -
/. �
• P • St . Pion COVER 25-Mo yi: i 7
PXPO,rEC7 /10of
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BENCHMARK -
BENCH MARK No . 55 --:
CHISELED "p " ON WEST CURB
RETURN, S. C. AMETHYST
AVENUE AND LEMON AVENUE
ELEV . = 1594 .836
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_� �*► � r ,I� BZ 8, ��� 8� .J �Q ' ;CONSTRUCTION NOTES
t N 1 'Y 65 ��� ' �{; / CONST. 4" ASPHALTIC CONCRETE OVER 4" AGGREGATE BASE. DESCRIPTION of REVISION
`h `�D \ ill W� Q i� h DATE JAPPROVE
8 � OQ CONST. 8 CURB WITH 24" GUTTER PER CITY STD. DWG. NO. 30�.
k /GyL /V� eV �� � 0 3 CONST. SIDEWALK PER CITY STD. DWG. NO' S. 310 & 311.
x � �2 � 5 CONST. SPANDREL & CROSS GUTTER PER CITY STD. DWG. NO. 308 (X-3' ) . CITY of RANCHO CUCAMONGA
\ W>U _ @—CONST. HANDICAP RAMP PER CITY STD. DWG. NO. 310.
Q ONST. DRIVEWAY APPROACH PER CITY STD. DWG. NO. 305.
- GU'pVE �.QTi� �f INSTALL STREET SIGN PER CITY STD. DWG. NO' S. 401 & 402.
�- TRACT N 0 . 13367
0 - � L � /0 INSTALL STREET LIGHTS, 5800 LUMEN, TO BE COORDINATED WITH S.C.E.
HELLMAN AVENUE �- A.C . - - � STREET IMPROVEMENT PLANS
AO 90`07 OQ ?700' �? Q7 l ?7.05' // SAWCUT AND REMOVE EXISTING
¢236 ?G.9� ' -- /Z CONST. 0. 10 MIN. A.C. OVERLAY. HELLMAN AVENUE
l� cONsr• 84 ��nY ^.C- , Pair G/7'Y _9ra• ��- No.3/3. WLY. SIDE-100' S'LY. OF AND 300' N'LY. OF
Iq �✓Uyr G.1-,e, M^r1� M � per• HIGHLAND AVENUE)
APPROVED BY ATE 7�
I `r� " �r``���. GTY ENGINEER RCE.No2, ��
l1481
e DESIGN MADO D*S OCIATES, INC. RECOMMENDED
14�14
a-► ,� OF SAN BERNARDINO COUNTY GINEERIN
f * CONSULTING CIVIL ENGINEERING
Rgyy),J AND LAND PLANNING• SNET
545 N.Mountaln Ave.,Sulte 105
L45
GFe.,.G.A� R.W.W. UPHONe(71) -146LAND -9!9401 OF
44
HEC KED RCE. No Xf/¢ DRAWING NO.
ell - 0 E 27 B FILE No. - 139_4!5_
•P• HELLMAN AVE. - 33 [0.411PF : 435834 225 18-May-88 05:47 PM / 464-927- 1
f',QOJECT .f '�ill0 a2' OF
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u.�l»�. �. - - ; I BENCH MARK
�- -� �-- BENCH MARK No . 55^"
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CHISELED "❑ " ON WEST CURB
Y - -�-�- - -
RETURN, S.W.C. AMETHYST
It _ _ j AVENUE AND LEMON AVENUE
ELEV. = 1594 .836
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h /V 89 37 .3/ E _
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�TVET.4/GS: 14- FiP�E1t�9/� iPVC/TE 30 �.
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too Jo " DESCRIPTION of REVISION
I� I •) /b GATE APPROVE
yEGZ_"AI / vE. CONSTRUCTION NOTES. CITY of RANCHO CUCAMONGA
A
--- CONST. 4" ASPHALTIC CONCRETE OVER 4" AGGREGATE BASE.
0X-' -
CONST. SIDEWALK PER CITY STD. DWG. NO' S . 310 & 311. TRACT NC , 13357
8 CURB WITH 24 GUTTER PER C/TY STD. DWIz AV
77 CONST. DRIVEWAY APPROACH PER CITY STD. DWG. NO. 305. STREET IMPROVEMENT PLANS
�-INSTALL TRAFFIC STOP SIGN PER CITY STD. DWG. NO. 402.
/Q INSTALL STREET LIGHTS, 5800 LUMEN,- _ TO BE- COORDINATED WITH S.C.E-,_ HIGHLAND AVENUE
(r.�/.evvG,t�c��re,4FFjG'$Ecriv�J,4�/o�.4ivfo,2,Byo�yEcoPE�
¢�- lNS7ALL W2 (LT) TRAFFIC s/GN �e TRAFFIC MNXA1. (CALrFeaNs , (HELLMAN AVENUE TO BROKEN STAR COURT)
�J - INSTAL.- WG /0) TRAFFIC 5/GN PER 7R,4FFIC MANUAL
�--- /AO LL R2 () 79AFRC SIGN PEE 7PAFF7C A�MANUAL (CaLTRANs . � r APPROVED BY
DATE �q
CON57T�UCT BUCK WALL C�MBlNATION BETA/NING15OUND AT7FNUA770N. ® �-S��.S,YEET /FD,e ST.�'E�T T,�E6 G ��t/O '::" "' ~ t ' I 7
- CGTY ENGINEER RCE.No 7
DESIGN MADOL CIATES, INC. RECOMMENDED
0;12.6 ' TN OF SAN BERNARDINO COUNTY
CONSULTING CIVIL ENGINEERING CG &VE.Ih€�
^raj DRAWN AND LAND PLANNING,
SHEET
;fit. = 545 N.Mounteln Ave.,Sults los
PLAND
G.FB.. G: ,,R.W.W. PHONE(7A)IFORNIA 91786-14-G 2.1401 -'3- OF 49
KEC KED - RCE. No MAY DRAW 1 13 NO.
C/T>' OA E °f Q7 �� FILE No.-
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*P• NEW HIGHLAND AVE. - 3310,41) PF : 436834 227 18-May-88 04: 14 PM / 464-927- 1
1 4
- BENCH MARK
- - - - _ _ _ - - - - - - - - - _
- 5 - BENCH MARK No . 55 '
- - - - - _ - - _ - _ - - - - - - _ - - -
14 -
L !//
I0 CHISELED "' 0 " ON WEST CURB
RETURN,
- - -
' GI. 9
- j-- - S.W.C. AMETHYST
AVENUE AND LEMON AVENUE
ELEV . = 1594 .836
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CONSTRUCTION NOTES ° '� l•'� 5> � 5 � OR
? �
G'lU.e VE p,4 TA o /of
E L T / CONST. 4" ASPHALTIC CONCRETE OVER 4" AGGREGATE BASE. Jy. G �sl ClV1�- ��l� D ESC R IPTI 0 N o f REVISION IDATE APPROVE
o ��CONST. SIDEWALK PER CITY STD. DWG . NO' S . 310 & 311 . p; e. ' • A ,' , s . : • ' Gf CAt�%
AO 5 53 /D 793.00 B/, 67 ¢D•7G 2 CONST. 6" CURB WITH 24" GUTTER PER CITY STD. DWG. NO. 303. - .y� PG.G �xK. r�aLL
Zd•3/ ' s¢.3/' GCONST. HANDICAP RAMP PER CITY STD. DWG. NO. 310. �3 � CITY of RANCHO CUCAMONGA
V .
9 7 / �--CONST. DRIVEWAY APPROACH PER CITY STD. DWG. NO. 305. N .':,. w I� '�� S7be O,eA/N A.✓O PU,SG/G
9700 /3.89' G•9� ®v INSTALL STREET SIGN PER CITY STD. DWG. NO' S . 401 & 402 . _ lh vT/CITY E,9rE.�j�,v7 , TRACT NO. 13367
O BO°/8 '79 " 2700 ' .37d�' 22. 78' /p INSTALL STREET LIGHTS, 5800 LUMEN, TO BE COORDINATED WITH S.C.E. G• / STO ,� /2 ,Ap STREET IMPROVEMENT PLANS
xv-G— "7eaw)'�,oiv�oe,By v�y�o� �( �( I I • z-or A
io2 o z7 ' se /off./D 7z 7/ ' c.a. �. �. aE�o •+.moo HIGHLAND AVENUE
0__ CONST. LOCAL DEPRESSION CASE C PER CITY STD. bWG. NO. 518 . ,� ��
.57 CONSTRUCT BLOCK WALL COMBlNAT1GN/ RE7I�INING SOUND AT7FNUA770N. ti 4j ' r.0%,7'0 .Ir�rEv�o Foc,w/rxr Lt
i o _ 4/-� t �.5' .s ��,�r,�rrs�Ef (HELLMAN AVENUE TO BROKEN STAR COURT)
6 oB'so" 9700 '7•/e e6' ' h '�' zp� I BROKEN STAR COURT
N .30'02" 97a� ' /778 ' e• 9/' G' ¢' � ' 07� (HIGHLAND AVENU O HIGHLAND AVENUE)
APPROVED BY _ 7l
I !lo° /4 ' " 5e-00 ' /l/•57' 83.20 ' �iv�r�eucr - - ATE y
J °.S6 '3.c " 67,00 ' g8 ' S6. 'q �cc swA GTY ENGNEER RCE-N 397
OK 89°56 '35 " 27.00 ' •y�2• S8 ' 26.97' ® �--v��E S.f�EETilid/ F�.e ✓�`l.�E�T T,eE� GEcsf_✓v�, : 2'' DESIGN MADOIE A SO MATES, INC. RECOMMENDED
0 /2 ° 3/' S2 " 775.00 /69. 50 ' 85.09' LOCAL ,p ,eE�3/O/t✓
O/v YE,27•• G,4G C�.PvE 27+i4•G�' � wT.y OF SAN BERNARDINO COUNTY CG F�VEr/nIF.ERrNC�
CONSULTING CIVIL ENGINEERING
(p' URAWN AND LAND PLANNING• SKEET
545 N. Mountaln Ave,Sulte 105
GFB,GA.,RWW UPLAND
P NI'_CALIFORNIA
1�) ORN94,ZI 2949 OF
N rs. 7CGCrIVN A -A C►iECKED RCE No �' -[DR gW NG NO.
C�7y TE :V 9� FILE No
•P• REMAINDER HIGHLAND/ "A" SIREET - 33 [0,411PF: 436834 228 19-Moy-88 08:07 AM / 464-927-1
P,�arEcT s,�r� of
4 i ♦ . ♦ : I -- - - - - -
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fli BENCH MARK
_ _ _
- r . 7U 1_ BENCH MARK No . 55
- -
tCHISELED "❑ " ON WEST CURB
11 -
RETURN,_ - --- - _ - - - - - RN. S .W.C . AMETHYST
t4iU o «
- - AVENUE AND LEMON AVENUE
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-,"OK,G7t/ STS COUNT AMEFH%f57' AV;-N
� ,�+, W �No. l B i � _', Q RE!//5'EO STORM ORA/N FiPOM STA. 77131 53
5F-e sry��T 4 ? 3 / To 7-1o5.aV.
� r ® DESCRIPTION of REVISION SON
of�mW
CITY
� o,orE APPROVE
CITY of RANCHO CUCAMONGA
GONSTf�UGTIaN lvoT�s : TRACT NO � 13357
a-- CONST. 4" ASPHALTIC CONCRETE OVER 4" AGGREGATE BASE.
CUQV� �4T� �- CONST. SIDEWALK PER CITY STD. DWG. NO' S . 310 & 311.
r'� I/V57-ILL 92 (LT) 794F77'C s/GN FEe M F/C MANUAL (CAL7MVS). STREET IMPROVEMENT PLANS
L 7- 7�-- CONST. DRIVEWAY APPROACH PER CITY STD. DWG. NO. 305.
8O- INSTALL TRAFFIC STOP SIGN PER CITY STD. DWG. NO. 402.
O /0°08 50" 97,00 ' /7!8' 8.61' �-- INSTALL STREET SIGN PER CITY STD. DWG. NO' S . 401 & 402 . HIGHLAND AVENUE & STORM DRAIN
/o INSTALL_ STREET_LIGHTS, _5800 _LUMEN, TO BE COORDINATED WITH S.C.E.
lryeo� yG•iTrs' rea f�c�Ec7�o��,e vo �,4iv�,e,6yvE lo��,e_ APPROVED 8Y
t6
CONST. CATCH BASIN NO. 1 PER CITY STD. DWG. NO. 502. _ A7E7/
r /1 CONST. 91 " R.C.P. STORM DRAIN. GTY ENGWEER RCE.No 2 3�'1
cyy,9r. 21" lV-C.,P 5rcYcM pi rN • DESIGN MADO SOCIATES, INC.
RECOMMENDED
` t J &57A1LL WG (IO 0W) 7PAFF1C S/GN PM T1'�AFFIC tiMAYW- (C40nW5). T.�/ CG ENGINE�rNG
�� OF SAN BERNQRDINO COUNTY
Q--- COA1 r. 8 CURB W1771 24e &Y7TT�'R PrR C'/7Y .STET GAG' 46 Vy CONSULTING CIVIL ENGINEERING
�C0,15T. f .C. gWeAKF/LL f'ER PLAN,-101-.,o CENTE/PEO OJV S.D. URAWN AND LANG PLANNING' SKE�'�
545 N.Mountain Ave.,Suite IGF 5
/�. G F.B UPLAND CALIFORNIA
(7 4) 9461 294-1 OF�
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KE o RCE.E. No �_
DR AW IN G N0.
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•P* HIGHLAND/AMEIHYSI & SIORM DRAIN - 33 [0.41] PF: 435834 229 19-May-88 07:59 AM / 454-927- 1
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-- - - BENCH MARK
No . 55
o' b \; eA ° "6ALV PLATE rr f5ii - /s' o.'va� ze f
CHISELED " O " ON WEST CURB
1 14
• `
RETURN . S .W . C . AMETHYST W . C .
AVENUE AND LEMON AVENUE
N1 ELEV . = 1594 . 835
t " \ \ T11 �• I of --ss R/2'oc
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2 tyo•co/ for
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--- VERT. 128� -BLOWOFF _OUTLET- STRUCTURE -DETAIL
- NOT TO 5CA G E
5 ti 7 8 9 /O ll
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OF WA V �s TOTAG�
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/bJAMAIOLE5 AND 6A7L- V� BY
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117-03 �, P✓ AVTE M COWMAc7JR: PGac,E C6W,6M[/rnON � Olfr5 IM CURB AFrR0X/MA7LLY
a`, I 1: A 3_p EACH GIDE OF EX/577NG RF.�g0vA8L�E SUB OF tiJ.W.D. BL OW017 �
v► ALS, C4KO #115T XF BOND TO AM' FOR770N AP- BLOWOFF 57RGCT1/rPE.
CUl` `/�E ,Dt r a ��(�a�� //' \ \ "A"u Q�pF E SS/pN
DETAIL A
— 77 SCALE t" = 40' 6/15PyA�ING /Z LlplertHCE 7' e �V
Q'
is ' 27.oU' �\ 37 �; Q N . z
-- qo oeoo" 2/.oo �2.4�/ 37 0 14 1 ;;
aQ a� /
5 °O 3 2 .00' 2 .8�' /528 ' x �• � 3� " � Exo 3 3�3 �
9 / � / I -
AMETHYST ° 60' ti / AVEIITUE � ..X., r2, sr� �,�
�c}-- �/ y2 w s '' y�Gy4�N,O /?V� rr� of cans ; 3"X ; a Tf Of CA`\ D E S C R I P T I O N o f REVISION TAPPROVE
27.00 -6.Q� p•53 Ne/4 STEEL C'aRB,q ATE- ,�� _,� O A E
NOTES CITY of RANCHO CUCAMONGA
F«�r
CONSTRUCTIONN S G'O�t/5T. tiOT�S G'O•t/T/,(/UES �+c �/,yr� y �LoPE Fca�.e
SreEET _ �.
CONST. 4" ASPHALTIC CONCRETE OVER 4" AGGREGATE / l l I ro vQAiiV
� E A ELATE BASE. aG ---CO.c/ST. CATCH ,SAS/.V.t/O. / PE.P C/TY -5r,67 TRACT N 0 . 13357
CONST. SIDEWALK PER CITY STD. DWG. NO ' S . 310 & 311 . OWL. A/O 502
r A CONST. HANDICAP RAMP PER CITY STD. DWG. NO. 310. O-G'OXl to O,47C- 11,6A5/.V No. 3 PE.2 C/Ty 570. SECTION A-A
INSTALL STREET SIGN PER CITY STD. DWG. NO' S . 401 & 402 . vN/G. .UO. 50� STREET IMPROVEMENT PLANS
-_ �¢' l4/4TE�2 s %0-
/ SAWCUT AND REMOVE EXISTING A.C. BERM. 37 C'Ort/ST. LOCAL OEP.�'ESS/ditJ PE,e C/Ty STfl
0
• - owG. Ivo. s/a AMETHYST AVENUE
CONST. tINDERWALR DRAIN PER CITY STD. DWG. NO. 50(0 (W=5! ) . O-RE.NOYE EX/ST/.1/lv f'C.0 /MP.?vYEit�lEit/TS
" PROP. A.c. FLOH/G/(/E IB CONST. FALSE CURB AT M.W.D. MANHOLE COVER PER DETAIL HEREON. A.vv CATC// BASIAL
-wee.. q , N d �8"rLG!'�R PLATE
2 CONST. 8 CURB Wl7f/ 24 GUT'TE- frk C/7Y STD ,DKC•. NO. 333. issro� vEGit/f_.cr1��5 rc°arGT,B.0
7,0-06.3J e-6;0. STA.) -n.C. �E1" COA15T. DRIVEWAY APPRO4CH PER CrrY 57D. �. /i. 305. sry owt5. ,Q7�.4, cuss z. _ APPROVE 0 8 Y A T E
PRO.? /2••R.c.P_ ,BEG/N 3G",P C.P. 3 I 7 1 7
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—- — � �• • c�.� } //2 X 2.�� ,, K/Ft oEv ro /•Ylf sL E
IAI5TALL K/2 e-LT) rA-A, 5/G�t/PER T.CAFF/C MA/t/UAL (-CAI.7•C,4A/5� �— Cp/ysT G.5 L.,` 1-6-0 SW014e McAZ s. a r — p E$I GN MAD 0 L 0 C 1 A T E S INC. RF(,p M M E N 0E D
f C�Po55 �UTTE�P PER C/TY 5T0 OK/G. .!/O. 308�,Y=3"� Veer/ON A -A GW -vge.Cr/VO• 4
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eA1,o /Z "/e.C.P aG7' `% ?4 ADJUST ,t4<,'N.�/OLES TO GRADE TO FRAME _ ANGLE F,�PA�2" CAST/N CONSULTING CIVIL ENGINEERING -
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00"T110t do111T OfTAM SPECIFICATIONS:
All Malls shall be constructed of the highest quality workmanship in 3 - g --
MI,�,T , accordance with the Uniform Building Code, latest edition, and the
following specifications :
6 . All footings to be poured on undisturbed natural ground or on
with a minimum density of 95% relative compaction.
�� an• �� Concrete shall be 2000 psi at 28 days unless otherwise Shawn on compacted fill y p
JOI1nt 10 a OWT I*. 1. p y
%OA r.o.1 POST Ias TO the wall details. Portland cement shall conform to Astm Design- 7 . Unless otherwise shown on the plans , provide drainage through the TYPE C3 -0/
TW a► Awl Ewot►T AT ation C150. Latest revision. wall by one of the following methods:
low `' 2. Retaining section shall becon structed of grade in concrete blocks A. Place a 3" diameter perforated ABS drain line behind the
conforming to the Astm Designation C90. All cells shall be filled wall at the top of the footing and cover with 1 cubic foot
solid with grout. per lineal foot of 1/2" pea gravel . Exist the drain line
r 3. Grout shall be of fluid consistency and mixed in the ratio by outside the wall at a location where the discharge of water
volume: 1 part cement, 3 parts sand, 2 parts pea gravel . Minimum will not be constructed.
PE D
grout strength - 2000 psi. B. Omit mortar from vertical joints at 32" O.C. in the first
8WN • OO1110TWX AWI LOCAT10Nf 4. Mortar shall be U. S .C. type S and shall be freshly prepared and course above the outside surface and backfill with pea gravel
uniformly mixed in the ratio by volume of 1 part cement, 1/2 part beginning at the top of the footing to 8 inches above the top
lime putty, 4 1/2 parts and, and shall conform to Astm C 270. of the weepholes, at least 12 inches thick .
Latest revision 42000 psi) . 8. Set the first course of blocks 1 1/2 inches into wet footing concrete
5.• Reinforcing steel shall be deformed bars conforming to Astm 9. Provide vertical control joints at. 20 ' O.C. , and expansion joints at O R4FESSIpN��
Designation A615. Grade 40 unless otherwise shown on the wall 100 ' O.C. , per details hereon. MST F�
details , except that 1/4" ties may be plain bars . Steel laps 10. If special masonry inspection is shown on the wall details, provide �'� 3���`P �1,0 C,\
shall be 40 bar diameters or more, and shall occur only where continuous inspection by a deputy masonry inspector from an approved W
shown. Splices in reinforcing steel are optional and the steel testing laboratory. No. 19344 =0 D ESC R IPTI 0 N o f REVISION
may be continuous with the larger bar diameter used. Longitudinal 11. If the concrete specified by the wall details exceeds 200 psi * LsxP/��S DATE 18PPROVE
bars may be spliced anywhere. Horizontal steel in walls shall be ultimate compressive strength, provide continuous inspection by a
placed in good beam blocks. cut slots where required. Bend horiz- deputy concrete insp°ector from an approved testing laboratory. Test 9T c SNP CITY Q
f RANCHOuntil bars around corners 24" minimum. Vertical steel shall be cylinders shall be taken, and compression tests made . Fof CAI�FCUCAMONGA
held in place by wire ties at top and bottom of bars , but not ex- •
ceeding 8 feet in spacing prior to grouting. Steel placement is
critical at base of walls and at changes in block size. Adhere
strictly to the dimensions shown on the plans . TRACT NO. 13367
SOUTH BOUNDARY WALL DETAILS
wAa.L IT" STREET IMPROVEMENT PLANS
ODM DATA 16 C D Is
APPROVED BYD ATE 7/�;1W
ACTIv� tJ1RTN ISM. 30 30 30 30 P.s.►. R� � QAT�
METATI 'O NOTICE TO WILLIAM STAMPFL SOUTH BOUNDARY WALL TY ENGINEER RCE. No 2
Il SIM rats. 13S.9 /4IS2 /S3 v /41t6 P.a.F. J►. > eoATTrV&VM Ie 110 ee1TAIn . OW%SDW MWIT. Wft n AU1• PEo-
DESIGN MADOLE 0 IATES, INC. RECOMMENDED
0"SIvt �TM Parr.'. .2HO Zy0 11/0 Z y0 '* t>Ir*TIKe ASTNCTltf. T" IneP T>loA, _"° s ,� CIVIL ENGIN IING TR 13367 CITY OF OF SAN BERNARDINO COUNTY
P.s.P. « ut A•ilne�r rse�IK� Th1t Pe:�+tT. C4 EI�Er rNE r �•
y CONSULTING CIVIL ENGINEERING
s. wt CW10i. wnl 1oT IS I �.+[ Paw a LIABLE Pew wwrno•- 12X"A E/�B1D Mrs.CHINO CA 91710 • (114 a0l��Abtt - -
OLIDIM Old-IICIr wr 0.# 0• y / D•y AND LANG PLANNING
. L l� �" ! 110 ew Vele � T►�T RA1�. TTtfP[ PLAM AR �MIT��"RR-
IM pw Ilei «•. AT Ta L000TWU sm" t•L00. AAL .&*. TO RANCHO CUCAMONC�A* CA, DRAwN SHEET
STC9L Y1" sTIl 1/0, 000 y0,000 HO o00 y0 /00 P,S.I. SM PIANS IM SE IA,.wITINT A00 MOT SE A P s « Ttl[
545N.Mountain Ave.,Suite 105
awuc. ruLa STINE'" 0 000 Dr00 2 Aoe ji wo P.s.I. e. i ALL w�e��w T�ir<`=aowii~oiTa r��TIa`�K,'T (� ► q�-2�r49
uPHON9g14) ORN1A91Ta6 �_ OFAL
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JJ>! +t ». ee►t•� Argo I. �1► TMC tAwrK�ar rwaK JK,I G N0.
,h11/DZ0AD= /7Psf, w lrst� ` 1J 000 .t,IM� * .?, Lav ?�Ooo* p.S. wr�llTv. sIl Tur ran T s or TAw tKK�sI ,. MIU.II►M iT ' Fl. 193AA p TE � �• gg "38 ' +� � ��
GATE FILE No.