HomeMy WebLinkAbout911 GENERAL NOTES .
'I. ALL WORK SHALL 25E DONE IN ACCORDANCE WITH THESE l�L ANS, THE C:rrY OF RANCHO CUGAMO"C_A $O' ' LEMON AVE.
STANDARDS AI JV TH1= STANDARD FOR PUE3LIC WORKS CONSTRUCTION, GURRAI.IT EDITION•
THE CONTRACTOR SHALL PSE FOR &co-iEfZA C-E TO T}-E_se 12' IB' (8' 12' 5/7P,Gf ND, 5 P�ANYIAN
2. ALL PIPELINES OR SUE�,ST;ZUCTUFRES OF Al- ` KING AND TELEPHONE OR POWER POLES, WATER METER
S, 2� IO.Z' 'i' 10•'t' 2r 1 - --
VALVES, FIRE HYDRANTS, ETC., SHOWN OR 1 Crr SHOWN 01x1 THESE PLANS WITHIN THE RIGHT-OF-WAY LIMI -i, ,
oQ IN A!:>3^CEIJT AREAS WHERE IMPROWEMENT WORK 15 TO P5F-_ C)OWE SHALL F.3E REMOVED OR GN 'l _41 I I
RELOCATE.0 AS REQUIREt� AT NO COST Td THE G(T( OF RANCHO CUGAMONGA. 114!vbg tiK Z I/Wrw I 2 3 4 5 6 3 W
3. ALL. C71ZaDE 6TAKt=S 614ALL e>E 51✓T 'bY T14F- CGt-}TIeAGTc7R OR ENGf NEC-R. PAVING 5TAKFES .St+ALL GE SET AT ° ' ' -� - � ,;y- °` � � Z
ALL N I NGS PO(H Ts,ESE OF rAYE-MF#JT Pot NTS W rTH t N1 0.0I'of�ac�r= Fi�VATl(:*4 At-4 P AT t-1 0T M�r� 114AN 90' 1 NTE-! VA Ls. Q
At�1TiC�NAL PA V I nLG STL�.�ES MAY t ►tZE1� (CITY Fj► I N EE2 A�I`IEEt�ED AT W APPED aK' VF_PTIGAL CJJf2Vi✓ ARE7AS. ,� Z 3 LennatJ UE
4. ANY CONTFZAGTDR PERFORMING, WORK ON THIS PFZO.SECr SHALL FAMILIARIZE HIMSELF WITH THt= SITE 2 i I�
Nuc-
AND SHALL 13E SOLELY RESF0NSIBLE FOR ANY DAM�*GE TtJ EXISTING. FACILITIES RESULTING, I�tREGTLY 1
OR INDIRECTLY FROM HIS OPERATI0Kr=, WHETHER OR NOT SUCH FAOILIMES ARE SHOWN ON THESE PLAMS. T Y P I C A L SECTION- 1 W 7 Pro*letf
5. COHTacT ALL UTILITY COMP.ANle6 AS FU=gJ1RF_D) 48 WOUR5 prRlOR TO EXCAVATION. D
INTERIOR STREETS 20 19 18 17 16 15 z
G. A PERMtT S1-IALL 1bE 057AIKSD PROM THE CITY OF RANCHO CUCA•MONGA ENGINEERING DEPT. PRIOR TO -- - - W /
ANY EI.1CI--IFzOCHMEti7T OR COI.ISTfZUCT10N WtTHtN CIN OF RANCHO CUCAMONGA OR R1GF-rr-cF-WAY NORTH - SOUTH a
7. PFRlC7R iz::) IN5TALLATIOFI Or ANY PAVIN(S, A t✓IATE=_-R(AL_ tzEF4_-4:Zj S1-IALL BE sv:E;�, n{TTE-> TO Tf+E GrTY Et,tGINEEP_ •T I• = 5.0 ; R= 56 --_ � �11GHL N17 AvE}luE
LIS`TIN c5- ALL TEsTs 0c,? DET M I IILl�I t S G4tYtT-LETED 7-O YE;Zl F"( R-VALVE, S1E-VE ANALYSIS AND 5At-4Z) r-QUI VA- D
Le"T of ���EG�,T �As�, _�-_�__� W 8
ORANGE STREET �
& ALL s�lrie , wATE�z,ELL-GTRIG, 6A5,PiI�N�020TN�R CJTlL(Ty L.ATa7RALS, MAtN,5 OR C;ZO�ING eov4^L(- SW-- CONGT- I / 5 ee
RUGTEb Fgto)Z Tb
C•OMPAGTION TEST`-, Of= EMP..5ANKNIENT CONSTiZUCTiON TRENCH 13ACKPILL COMPACTING. OR{GIKVAL_ GROUND Z Q J W
AND A.LL SUi=GRADES SHALL E5E PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMOt.JG,A. A WRTTEN �!. Q U1 I Q
REPORT WITH THESE COMPACTION TE-ter-= SHALL PSE SUP5MITTED TLS THE CITY ENGINEI=R FZOR APPROVAL Q' (0 1 10.'T' 2' ( 14 V 2 9 I Ig TI-4. Q S'TFCEET
PRIOR TO THE PLAGEMEN"t' OF PEASE t�/l�TirRtAL�� AND /OFZ SUR>-�iNG,. , 41 I 42
�' a' o.rxi' 4' 21 1 '
10 AT THE COMPLETION OF PA�/I"G1 A MATERIALS RE(�RT SHALL 13E SUP�MITTED TO -t-HM CIT( ENGINEER t s�Ar -
LISTING ALL TESTS OR DETERMINATIONS COMPLETE'p TO VERIP"r STABILITY' OIL CONTENT AND GRApATtoN Ff-
Or AGPHA,LT P AVtNC�. Pit
-----:,�: VICINITY MAP
J
,.
NUT TO �. C_AL
w 13
_E
>.:o.
If. WHEN IMPROVEMENTe- ARE TO BE PLACEtO OW NATIVE SOIL WHICH CONSIST OP ROCK`( MATERIAL) THE .� 2 3 L 43
10
G1�
'5UES- E SHALL 15F- EG ROCOT
ISPREPARED 13Y RMOVINALL K WHIG" PRRUDE TSR
Aeove HE UPS-GADE AND 2 22
ALL-' V0106 AND t7EPR�yS10NS SHALL P.3E_. FILLED WITH A FINE GRAIDE MATEL RIAOF A Q ( �UA-Xr
BETTER THAN THE "AM"VE. tIATERIa4_ TYPICAL SECTION
PZ. 1F THE ASPHALT CONCRETE IS TO PSE PLACED ON 3Ut3-G,RA.IDE, A e'OILb STERILANT REG1a,TEREtD PAY INT /
THE E.P.A. FOR USE Ut-JDEFZ A.G. A/JD PC.G. SHALL 'BE UNIFORMLY APPLIED AT MANUFACTURER
'SI MANUFACU 'S E R 10 R STIR E E T S
RECOMMENDED RATE FaR THE FULL PAVEEI.
M7T WIDTH PRIOR TO PAVING,. Ilo e✓Gd'� _ v , f 12
15- ESTIMATE OF QNPNTiT1Es IS PROVIDED BY HF
TE ENGINEER ONLY OR CO",/E:J ►JGE
IEOf= -r"E DI'VELlJPER. EAST- WEST o I t 23 39 44
THE COWTRAA._ R 'EpHA%._.L MAKE HIS OWN DETERMINA-TION OF C0N9E>'1WZUCTI0N QUANTITIES BEFORE TI.=5.0; R=56
SUe>MITTIt�tG A B10. ANY {TEM OF WOFZK REQUIRED 13Y THESE PL-A,"S WHICH iS NOT SPECIFt GAL1-Y
LISTED IN TNF- ESTIMATE OF QUANTITIES SHALL b1= C:ONSIDERED AS INCLUDED IN THE OTHER ITEM OF ARK. b
W
14. -5TgZEET SI&pQs PER CITY OF RANCHO CUCAMOt.1GA STD. MOS. Opt Av-io 402 SHALL t3E GOt.IS'rRUCTED tt' ZZ' 22' ((' 24 38 J
AT EACH INTERSECTION. a_ 45
2� catlti0r ?0'S ;
15. CITY OF PLANS 00Er-S WCrr RELIEVE THE t7E L_OPER FROM FZESFONSle>iLXr%e FOR 71-4E , /B 20 � � A G•l�Et2M `� W
COTZR -=ION OF ERROR AND OMI:.:SI0" D15C0VERED VLIRING, CONSTRUCTION, UFON REQUEST, THE �y(jc�(.
REQUIRED PLAN RE\/1SI01.lS SHALL BE Pr�MPTLY SLaP�MtTT� 70 THE Cf'N ENGtNEt=R FOR APPROVAL. f�C{ate �.•G.-_ �So/T I� t „ � r � �
CL
16. WI,RK 6t'('E ANC) !?-rTF�Zi02 5TP_EE7r5 tsxALL t�E I�1 A t-5EaT, CL.EAFll KAzr�czo-�RE�� O2OSIZLY STATE �� �� _ 2s� �� e •s37
THRlJt1GHUUT COh15TQLLTIOr.I. 5tTE SHALL 8E CLEAT C-D Ut�tJ RF�UG-ST OF V46 r►� cTOR,. _ - - 1 W 25
L - - 46
Q
I-l. -P A\/11-J& SNALL &E-_ rMFO2MEp iN WITH R-VALUE PIAP PAVEME:t-4-T `CC-�T5 T7'+-_E-K Tr--) IGT&fZN11mE rc,�t�.glrX l�t.K ext Gt(20 �trr'e�� Z 3
e,7F?u0TZjA L, SST I O N. I
/8. SOILS .PE�PTS �,PEP.9,P,�p ,BY�/��9,PV �ilLs ASSGL�'iAT.C'- •�,9TE,0 y,�,��y /9,
TYPICAL SECTION 26 36 47
,D,gTEO AUGUST-2��/98S ,q�,E e�.(/S/oE.e�C-O A J�.�.t?T Of- T.s%E`Sf �L,�f/s f` 1'4LL �S�iCTL y '
AMETHYST S T R E E T
T.1.=7.0; R=5 6
ALTA LOMA
27 DRIVE
1MI�oJGt�t.l'fr-✓ t:o12 �li"A• Ot4q.OQ -Fo Z -t'' 32. 83 - i -
35 4GA4.� to too'
V'09 � 3- -f6W-
II./I tc'RO �tJIE-M1 I t�J . 16.00 4f % a
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28 34 33
CONSTRUCTION NOTES a QUANTITY ESTIMATE 3�I
6_- . . - e o,.G4" Aps mac, 35� �✓.t= 2' (d_- �o, o' 2' 29 VN
il�, -- Go► L�� Gc t f3 (auTTl✓1Q (8°c4 ) v*4 Gt'(`f 'em'. LIQ 1DO3 �j, 1 6t l..l= ; 8 '7' // 30
3 cot.lyr. 4'Sl r_�v j&A_K � GIT-( yro. 09 310 9/ -7-7 /' �.t= a' o• 45' � , « � �" -= 31 32
a Gor.l�•1'. 5� I;Z Ft., GQor�-Cc'r11TTC�R t ra e1 y csry. I.IQ 3, �3Z G✓.t% tom_�y _ �i r�/%1. t�1� Ij` ; .¢. r ee}c
O5 - Co�.Jd1f. ��t1T .tea a>G �tE,l.l 1�-t� c r�-{� �.fm• ►.Le 40l -
r o Gor.k.Jt' �st'oP ✓►E�1 i�-a GiT-r e_-n J_ 09- 402 2 SGA. 3 I Z 2 3 HIGHLAND AVENUE
r•Z m P 1�-Iz �3m. I•J 3 ry _ Q EG*• _ ��-
8 Golk�f. 4•G. ��_Am P� �tT-( pro. I45 313 lq4 t:.F. {fz,�r►o�itoat+ t ✓�Is�;
KEY M A P
io CONST STZEeT U6H7 5� wNt TYPICAL SECTION
I� C6WS7- 0",q.e. av�P s';qB_ 270- sf HIGHLAND___ AVE_ N U E
!Z G0x/.57, OJiL-9fl.0W V6rLEG7-09 P69 CITY STD. NO. 3/G - 3 EA u0 ea: - -
�3
601V6 T. YIELD 5IGl,I PER CITY 9 rD. nla. 9oz ___ _ f 9,A T.I.=7.0; R=56
D4- coA157._ VAR/A,5L.E -01/69,"AY �o°.�,r✓.� 27,470 5.F IC
r
/5 Ct�t/ST. G4TC,�/$9S/rv,!/o•1 fit/=B;/i:��7'�E,P CITY STO.
.C.GL�.4L I�p.PESsioiV .oE.P C/Tfi S'TO. S/e� G.9S.E � /E.�J. .
�� i8 .PQM� ATc�.��Y�iEPce crry sro. Goi �� s ��w�.tO r.�r_.►.�I �; ;
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TYPICAL SECTION DESCRIPTION OF REVISION DATE APPR.
LEMON AVENUE CITY OF RANCH
�� ---- - ---- O CU C A M ON G A
T.I.=7.01 R=56
TITLE SHEET
TRACT NO. 1
- No-rrG� aM s �T t�L.cv� A�Pt2oa��6 r1 e, �u1� 1
cot•.I�QCrC-� �1T'��T ov�2�'t.o�,/ ��'t�GTvQs 1�
SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR 'K0• tea .
-- ------ ---- ----------- APPROVED BY DATE
T1- = cn=,aTaACToGZ 4,9vVr_s T4-4AT sung • - n��ouln� ,d,.tr� �M�L>✓-rte ez ��.t51�tt,tT-r �a CITY ENGINEER - ` ' �`' s R.C.E N° 23889
aon, st-L Col.l101TI0tis VDua1{rl4t -r4t.- erurtsc- o1= T741ry PGZOJE-GT, 1"C'uuo%kzI 7-0I
of .�t-t- rr-_= Os C'OrD FvoP�zT-f; ,-uoT -ru15 ,2>��Io,,��r �1�-t_ 1�P1�LY Goc.�t'I11�10�J5L% DESIGN ANACAL ENGINEERING
CO. RECOMMENDED
Al,lf� k rr Of--- T'►-4A.T T. K.
1�ttt.,,�rt�Y, A�� l lOt� T-u� ave/rlEr� �n , icl.lCeultJ � i-toFZMlf� �-QOI.,i At.�-( A►.1� AISt�tT-r 1900 E. LA PALMA AVE.
ae4:.0 oo' �L.l jr_-1-J, I►-I Poz-g>=C>cztsot� Cl z Ota -rws I�ROJc-c-r", DRAWN ANAHEIM CALIF. 92803 SHEET
a=3GC-�rIF.I�A F'o<Z LI�t3ILIT`( 1�►<ZI�JIr\.Irit •f~'12ote1 '-(I-1� ��plfe ► ��tl,t��t�C-� OF' TI••4�e ��IJf�GC O�Z l�I.�.O1I1.1�R. t
D.L. G.W. I OF 7
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CHECKED - �`" R.C.E. N°23647 DRAWING N0.
T.K. DATE FILE N°_ 911
�ErIGN MARK N°- 55
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H 6) PROFILE SCALE
HORIZ I" = 4d
VERT. III = 81
CURVE DATA=
6 7 8 9 10 11 12 _ 13 14
. .i
A R L T
A 22 41.00" 278.00 110-OG 55.-7
8 22041'00" 2(,O.Oo 102.93 52.15
G
z 20 A,t'00' 242.00 48.54
22039'4(0" 2-T6.00 109.96 55,11
E 22°39'4G' 2C-000 102.84 5Z.10
F 22°39.4&" 242.00 95.72 484
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SGA -E 1'= 40,
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N '' 7
DESCRIPTION OF REVISION DATE APPR.
10
9 2 8 H R= `< N CITY OF RANCHO CUCA MONGA
MALACHITE ; 3 AVENUE o
�' ' PLAN AND PROFILE
�9 7 6 ,� 25�
CONSTRUCTION NOTES o N 33
2 I
2 " MALACHITE AVENUE
CoNST: 3'' ,n,.G. ov�Ft 4'' ,e..e. � h � � X �
GON9T- CuFZe. 4 GUTTER Cg" G.F) PER G1TY S-'R• NQ 303
Gousr. 4' SIDEWALK PF.tR GtTY s-�p. ►tea 3{0 TRACT. NO. 11793
4a-- CONST. SPANDREt_ � CROSS-&UTTER Pt✓R G1TY s-"1�• r S -50S 9 \ q
APPROVED BY J`' - DATE '- ► '
ca �� CONS-t. 5TOP 5►GN4 PER CITY STO, No 402 /� TM � '-- A / � o
D7 —Cotj5r, Np.Nl7tcp.P RAMP PER GtTY s-ro. NQ- 310 CITY ENGINEER --J� R.C.E. N 23889
---- GONSl. ORIVE APPROACH PES CITY 5rD. &/0. 305 q
ANACAL ENGINEERING CO.
DESIGN RECOMMENDED
/U COW6T. 57*9&F L/GH j 5800 LUMeN /-f•f'S. V. 0 _ T.K.
1900 E. LA PALMA AVE. s
DRAWN ANAHEIM, CALIF 92803 SHEET
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CHECKED R.C.E. T2364f DRAWING N0.
T.K. DATE t%1- j FILE N911
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c,�%�
PROFILE SCALE
ufare, ----
�P� y HORIZ. It = 40'
VERT. I" = 4'
i
0 I 2 3 ` 4 5
R L T
p
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0 i (° ZS'30 2?0•4o` 54.7_4` 27.2J
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p 3o 42' IV 260.00 153.01 e' (-8.&4'
E 30°42' 18' 2211c).
122.19' G2.�o' -!,EE SF�1" 1,10• 'A (
F 30432 30" Z2 121.58' 62.(.1` �•/ r/
G 30°32'30" 27 g0.15` 45.80 33' I I I-0 W
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DESCRIPTION OF REVISION DATE APPR.
9
HIGHLAND AVENUE,�� CITY OF RANCHO CUCAMONGA
�a
PLAN AND PROFILE
CONSTRUCTION NOTES
HIGHLAND AVENUE
f ( 2 j--CONST. CURB 4 GLrrTER (W C.F) PER CITY s-ro. 1.10. --.303
f 3 COWST. 4' SIDEWALK PER STU. NO. ✓10
q. CO�c/sT. �5'PAiv,�,�.E,C �C.eDSS' �UTT�'/2 PE.e cirY s7O, Ivo X08 TRACT N0. 11793
C APPROVED BY
,, . ,�!. �f DATE?�� - �
CITY ENGINEER - ` R.C.E. N 0 23889
n- CONST. S7�0f' cV14AI PE.P C/Ty 5-rO. A40, 40.?
`Jcovsr H,av�ic4P ,P-4�� P�,P CITY sro, A, ,31a DESIGN ANACAL ENGINEERING CO. RECOMMENDED
T.K.
1900 E. 'LA PALMA AVE.
e COwST. ,4 e L'/ry 57-O NO, 3fS DRAWNSHEET
cONsr Vf/VE �4PPROACH PER Cl 7'y Sro. A/0. 905 ANAHEIM, CALIF. 92503
G.W.
/0 CONST 5r)CEET �lMC–A!2,1697. 5,500 Li-�•P S. V 3 OF —7
Il 0011/57" 3" A.C. OVEK 5"4. 8. CHECKED R.C.E. NO2Y647 DRAWING NO.
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HORIZ. 111 = 401
VERT I" = 4!
CURVE DA TA 0 I y p 2 3 q 4 5 9 � 6 , ' 7
U i
O R L T
Q 9000`00' 27' 42.41' 27.00' V v
d m ; �
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PYRITE PLACE
' N N SEE SHEET 7
� 3
o ,�«,sc Z �T�.
ORANGE STREET
.�.
' :u�wo ,Pcly e
DESCRIPTION OF REVISION DATE APPR.
CITY OF RANCHO CUCAMONGA
PLAN AND PROFILE
CONSTRUCTION NOTES: •
ORANGE STREET
�— CONST ff" A.G. o\/►rR .�„ A.B
GONST. CURD e, GuTT'EFt �8r C-F.") PFS 6rrY STO• N6' 303
5�- \-J GO NST 4' SttJEWALK PER GtTY STD, �.ls• 3.Io. TRAC NO, 117t(3 -/,Y-
r,
5 J_� CONST. 5TRE.ET NAME StC--'t-3 PER GITY 5Tfl. N� 308
oNsr. sT s, ,.to APPROVED BY �� � �� DATE� �
6 c oP yrs PER c t-rY sTo. 4oz ' ` ' % .C.E No
23889
�— CITY ENGINFER
�7 —CONN. NAND/CA/- ,QAM.b .�E�P Cary .STO• .t�0.3/D --- R
-- ;ON6T. DRIVE 4PPROACH PE,C Cl Ty 5TD. NO. 305 DESIGN RECOMMENDED
CONS 57*R&6 T Ur--yr 5800 LUMEN YPS V T K AN AC A L ENGINEERING CO.
10 T 1900 E. LA PALMA AVE.
DRAWN ANAHEIM, CALIF. 92803 SHEET
D.Q. 4 OF 7
CHECKED RCE N°2364 DRAWING NO.
T.K. DATE 1=111/84- FILEN° 911
13EWCH MARK tog- 5s
Ct1IZ."O" ON WF-ST- GL►RB RETURtA
SM/C.AMETWfST '57 L.El.ApM ST.
E LES/. = 1584.8 3�
U N
N 61 r
N
EXIT. �1'•LY TOP OF CURB
1595 R=-o.so �ro) 1595
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+ �, + EXIST. CL GRADE
/ No
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1595 CR z-o•50•r°�_ 1595 �. 15 q 5
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SEE SHEET 6 Of 9 / l V3 0 DESCRIPTION OF REVISION DATE APPR.
Rt6HT MALACHITE AVENUE r
LEMON- 9AVENUE SEE SHEET 2 CITY OF RANCHO CUCAMONGA
�
PLAN AND PROFILE
CONSTRUCTION NOTES AMETHYST STREET
/� LEMON AVENUE
(D--
CONST. GvF2Pt, G,E> PF-;:;t-;:;tGkr{ gTp. +s s- 303
- GONST- 4' StDEvk/AL.K PER GIT`( STc- Pim SIO.
NST. SPAi,lOREL E, GROSS -GU -rF PER G1TK S'r1� 1J� 308 T ACT N0. ` 11793
GONSY. STREET NAME 5-►6,N Piz G,T,r sTp 401 APPROVED BY DATE t
�-- f ovsT H.4wo1c,4Al ,P,4,,-� sTa N0. 3(o CITY ENGINEER - R.C.E. N° 23889
ya--- 01V6T CIRIVL- APP99A CH P&R cI rY 670 Nlo. 305
l0 GJN5T STREET LIGHT 5000 LUMEN Hr'z✓
DESIGN RECOMMENDED
T.K. ANAC�AL. ENGINEERING CO.
011 601lsT 3" A.G. 0V&R 5" A �. 1900 E. LA PALMA AVE.
12 GONs7' 0Vf-,PF[0w VgZEGTU,e pEr< C/7y 510. A10. 3/6 DRAWN ANAHEIM, CALIF. 92803 SHEET
(4 Go/tl5r p.10' t4W.. 0VeA(,A-r Q �� � 5 OF 7
A.C. elfXl/ I
zo SA�YCI�T CHECKED '`''' R.C.E.N°2360 DRAWING N0.
�—
T.K. DATE. Imo• jf _ FILE N° 911
5ENGH MARK Ne SS
CN%Z.'CC pN V.IEST GuRO REruRt4N
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560 t=42.41' W yr
4 �
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� PROFILE SCALE
p a HORIZ I" = 40
,!Q F VERT. I�� = 8�
9 �' " X �v 10 11 12 13 14 15 I� 17 18 19 20 21
dura ALTA LOMA DR. �� ORANGE ST.
r ( (I (I I AlE "_ I I ( O h
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CONSTRUCTION NOTES 9 9D 0 sEE /
q 0 .�70r�vG`voys�iPc,�xc�� cS'�.x-�Tj.�.�.�rs t�`•!�, ) y
O DESCRIPTION OF REVISION DATE APPR.
2 Gor3ST GURU S GUTTER g" C.F. PSR G%TY STD. tied 305 ClirY� ��o
2I CONST � S�OEv/PtK PER C1-� STo. NO. 310, CITY OF RANCHO CUCAMONGA
G OttST. SPAKDI�2 L 4 GROSS - G cr TSR fle-R G lTY STD. N Q 30 8 ,G= 9�,2 '
aS GO RST. STE?EET t1 A1�1 E S\vN PEf2. QTY 57 C5. aro 1 �= 6 OJ'
919 IPLAN AND PROFILE
( y }— GON5T- DRIVE APPROACH PER CITY STD. N0. WS _417 p
,2o.Od' S6 23,
to v CONST STKEET L16NT 5000 LUMEN HP5V
f Il CONST �u �.� sA.5AMETHYST STREET
12 GON5T. OUEr, FLGW DeF4EGrUR PER city 5*rm Ala 31G. b '• b ,
0� f4 COA157" 0.10' Min/, OYERI-AY
a vsr e4,7z-y ws/w A0./,"M/rff,2,/7'�E,P C/rs� S;17 �� ,�,� � ,'; , - h TRACT -NO.- 1(793
APPROVED 8Y / DATE /
(� I n /6 ,P• o�E .ExisT-iv� p,Poi� �ivcET h c CITY ENGINEER - R.C.E. No 23889
rz, G=�� s-z"i.�" DESIGN ANACAL ENGINEERING CO. RECOMMENDED
4I G f? b .2 /o.� T.K.
� a.44 DRAW 1900 E. LA PALMA AVE.
I r- 3..33' N ANAHEIM, CALIF. 92803 SHEET
-- -- j D.Q. g OF 7
c�-.�•�cf To.���rs�
CHECKED R.C.E.N°23647 DRAWING NO.
2� s��l�/�T�.F Tiv/7S✓ O/7�fG/�
T.K. DATE 1�41F IL E No 911
BENCH MARK We SS
CHIZ. "❑ " OtJ WEST CURh✓ RETURt-t,
L= 4r S.W.C. AMETHYST sr. Ar LEMON ST
14 114 44 1
ELEV = 150 4.
v
m L4?.7l
►. h o, W 8I/2'v c. TOP OF N' LY CURB
11191
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--
1570 \ - _ o, ti oi=5z 94 _: ' 70 50 1550
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f GRADE
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O � O *
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_ _ -� '��' ' 70 50 af�� 4551, ' c'= rr?.00' 43.5 c=r�so 1550
P.1;5293 ,
STOP OF SLY CURB
Q �1 �D W maxis . cc
CA
ul
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4a 1!C.
d _ _ , P./.5528 V
1
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fq_ x M At
-Ps 3 �7 � In -N h
PRO FILE SCALE
HORIZ: I"= 40`
VERT.: 1" = 8`
8 7 6 5 4 3 2 2 / 0
r
w 9 SGAL.E : 1" = 40'
V r 9 � of
2 s 3 m h .. ��15 47
A o 43 W' 44 45 46 47
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by � Z h d• � � � a0
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5R Q / '� 5'�a3 G �. h`b\ 0 h�•5;�j`��. `5i 6 5100 F�) W
` r ` ` _ \ i1 G-ltts� //n/o171Vt�r/cnf�x►' r7wq lclo• �o
/Ak POOP, Vto �`688i3I,a5' 93.3/' 500' 3439 V A C !0 3 ' 1-1706• 2 o o . . to
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41 0 4 0 ti 3 o
ORANGE ST. T1.1� 39 O -fret
" y h 8 37 � 3 5 Im � z .P��%� r. �o�/e S
SEE SHEET 4 3 �1 �p y u
`!. m i
~v 36 34 33
9 1 9 9 90 h � O DESCRIPTION OF REVISION DATE APPR.
3
ZIN DATE PYRITE PLACE 9 , 9 9D CITY OF RANCHO CUCAMONGA
� r Q
A 90-00�� 2 7.oo" 4-741 ' Z7oo
8 x`0704" d,(�GiO 73.8/ ' 37Gb" � j, PLAN AND PROFILE ;
C /Do7O4- 400• 70 64 35.4/ CONSTRUCTION NOTES
ALTA LOMA DRIVE.. LTALOMA3� .5z s' A DRIVE
D /D�o 7b4 9
r
090/005" 41g.6e, .
L�
C OVEM
O9'/0,�.� �, Goo/ 32D7' J� ONST. 3 ,�,.�. o E PYRITE PLACE
2�--- c.ONST. CURB 4' GUTTEFZ (8! G.F) PER GiT`( STD. NO. 1303
090/0'05" � G,?08' 3///' (3 CONST. 4' StDEWAL_K PER C1TY STD. NO. S(o j
N 90 -46 .2700' ¢,2.71' 273/ \J TRACT N0. I1793
�--- CONST. STREET" NAME SIGN PER CITY STD. P10. .s08
1 /D�DDOD'" /o.Z00' /7.80 8.9,2''
APPROVED BYf. . = DATE -. :8 -
- ' R.C.E. N 238 3
sAe Selo /ze,a HaNd C �aMF=l PE c1TY SMV. QO- 310 CITY ENGINEER _ _ _y_. - R J (�7 aC�NST. 1 .4P R _ _
K 90°38'38" 45.00' -71.19' 45.51'-J/ GONST 991VE ArpROACi-f PER CITY STD NO. 313 DESIGN y RECOMMENDED
!� GoN5T. STREEt LIGHT 5800 Eu&76-N/ HP.SV ANACAI. ENGINEERING CO.
13 G0A(ST• YIELV 5I6N PER CITY STD• A10• 402 1900 E. LA PALMA AVE.
DRAWN ANAHEIM: CALIF. 92803 SHEET
-� 7 OF 7
CHECKED R.C.E. N°23647 OR AWING NO.
�� DATE FILE NO 911