HomeMy WebLinkAboutRc St Improve Plans 976/1 Thru 976/6 976/1 976/2 976/3 976/4 976/5 976/6' J 1 V� V
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_ 13ENCH MARK
�<;E�E ATo NOTES IMPROVEMENT PLAN CONSTRUCTION NOTES 613ANTIPIES
BENCH MARK NO, 96-B
' AT THE NWC OF HAVEN AVE, &
/2si/9-/ 12510-2 123/9-5 !23/J-4 t2j-59-6 12319-7 /23/9-6 /2�/y T VP. �•,. - 19TH ST. , 44 FT. W. j• HAVEN
1. All work hall be. don,. in accordance with thr-e -
OFF -SITE OTALP & 83 FT. N, e 19TH ST. SET
ifica --the City ub /�- CONST. 4" A.C. OVER 4" AGGREGATE BASE, 2na2c � F, -�_.- 3/coa s•r,
Rancho Cucamonga Standards and the St.ndazd specifications far Public .,/�gs.fDRIVE PIN C.S. TA 1 CONS`t: 3" A,.y. OVER 4"' AGGREGATE BASE.-�- -- - l-(Of3/ a` 9¢ j9/td` W/ G N TOP
Works Construction current edition. Conezactotshall be `Familiar t'r+7;/G7 o..2,Gt7.� s.F• 39452 s. F�' � •.3 -- CUl1UT. CURVILINEAR SIDEWALK PER CITY STD. DWG N . 3 _ F 08, 478 5,F• ee0 s,c, 2®247 s.c, 4402B 5, / ;6 s AT THE E. LND OF A HEAD WALL
FFOR 3-24"" CMP-- 4O 04. -- 33391G ' ELEV. 1 30.6$6
w4th and shall 6= responsible for adherence to these Standards and -� _,-_!_See,ifications,�¢ - CONST. SIREWAL;{ PER CITY STD. O{YG. N0, `$ 310 & 311, - /5c66 sc ^a _- CONST, 8" CUP7i WITH 24"" GUTTER PER CITY STD. DWG, NO, 303, 27�9 G,E, e_45 c.c, %7/70 S.h �74a s,p. /%g5(o51= 46e� ss=ga 043 5, -
EO CoNsT. SPANDREL & CROSS GUTTER PER CITY STD, llWG-, NO, 308 X=3' 2 40 6,, / 0 34D4174
S72 S,F, -- _ --:_ a
2• All pipelines or substructu_es of any kind, tele;,hone or power poles, 7 • CONST, rir1NDICAh RAMP PER CITY STD. DWG. _IO. 31A. ( ) 4 F -_ 0 9 "�' 'fd4Q SF --{ 3 �
a 0 FA. 24q 2EA, /5 !!q.. I rO n✓ •F - 7H. NO. 12809
valves, fire hydrants„ etc. shown or not shown on these 4 EA, 2 --A. $ Eq, F
water within
� REMOVE EXIST. REJIWOOD HEADER AND JOIN EXIST. PAVING,- 799G.P« 2 A. � ¢] ,A -1
plans within the right limits or in ad{acent areas where 5!3 c,F. �-
a- CONST. 6" CURB ONLY PER CITY STD. L' IC,, NO. 301, - 35 _,2 L.F BASE 1AIe 0
improvement work is tc be done shall be removed, relocated or protected \ r L.F. 5J7z,F. 733E rPOA
in lace as required at ,- - INSTFLL °TR FT ,LIGHTS, 5800 ,UM, WITH EXTENDED MAST= 9 ti, 6 E.4, 'F' 3/5 L.F /091 L• -
P q no cost �o the City of Ranch. Ct_nm�n a_ 9 EA.
y 5 zNSTA i u TR: ET LI'CHTS , 45'OG LUM.- 3 EA. /m eA. ? s tea. % sFt. fl Eq. 6 Ea. 79BA e T. s N
. _ - a tea,
o'
1. 2 /NSrALL a X (o Re17W00,d HAIJER AT•7G� 0 - rAV�M�%r'T --- 3 �? • b w�uroou DR"vE.
3, Any contractor performing work on this project shall fam+.i_iari�e him- "U - /3 �9. 2 , _
/3 REMOVE. EXIST. fin CURB.------------ ---- ---•-- _' _. ---- 3J L. 535 L.� w� n " � u 0 ._ .._ _ •- _— - /6G G. F,-.. 7/ L.F. Q ,,. m a w v 1
self with the site and shall be solely responsible for any damage to i _- r z7� L c r
existing f - 4 INSTALL STREET SIGN PER CITY STD. DWG, No. 401,----_-•-- -• - a. - F �r_A
% � - w
x ng facilities r_sulting directly or indirectly from his opera EA. / sa; 3 Est: QQ W
./ S R.NO.
/5 INSTALL TRAFFIC STG SIGN PER CITY STD. DWG. td0. 402, - SEA, 7E4' 3Ev, 2 1 2sa. /Eg. 2h SO 0s see rrfl N, �N N tions, whe*•Ier or not such facilities are shown on these plans. — -
1 1 _... - _., _..•..___- _—_ �' CouRT �
4. Apermit shall be obtained from the .City of Rancho Cucamonga. Engineering- /7. _ °r _ ti @ !s'3 w�. z `� z.
Deoa[tment CONST_ LOCAL DEPRESSION, CASE B PER CITY , 1D. DWG. NO. 518.-- prior to any encroachment or construction within City of 0 /� _ T 4 5A4 2 Eq, f N
- - Eia. /Erg. /3 AA: ° g ? G ASS r m
a CONST. LOCAL DEPRESSION CASE C PER CITY STD: DWG, NO, 518.- - /EA, 2 EA, 2 �A, <E o v
Rancho Cucamong easement or right-of-way, /9 CONST. CATCH BASIN NO. ' /EA• � v o U sµT G
PER CITY STD. DWG. N0. 502 - - -- --- - � E•a= 9 EA. m r; I
(FOR W & V, GEE PLAN.) --
5, All grade stakes shall be set by the Contractor or Engineer, Paving w ?A - CONST. CATCH I ��- /6a I EA• 3�q -- /2 �A, �� �w s R` _t
stakes shall be set at all hinge points, edge of pavement'points k BASIN NO 3 IETZ CITY STD. DWG. NO. 504, -- - -- / Ea, / EA• / Fa. p w t s�EE N StiT.
within 0.01 foot of sub -grade elevation and at not mote than 50 foot Cq (:'OR W & V, SEE PLAN.) E°` 2 A• --" 2 E4, / Ea• /� �{• L R Nu, ^Oar' .. ruE�l � j W i?:319 �� zH
?I - CONST. 8" CUh9 WF^H 48" GUTTER PER DETAIL ON SAT. NO. 1.— - 433 L;F. -- 524 G,F. 490 L, 5 v TR.NO c
intcrvals. Additional paving stakes may be required by Ciry Engineer w J IN EXIST, PAVEMLNT. - -- - ) /¢�%% L R 3 h v
�'-
m
as needed at Warped Or vertical curve areas. 23 ,, /66 L..F. 7/ G:F. - „_ O q ,--, SE;E w m
—CONST. SPANDREL CROSS BUTTER PER CITY STD. DWG. rEO. 308 ri011IF=FD. - _- ^9 Z•F. $Q L,P. 5?GLF 2 ! szayFiELp+, O Lgalg.4� n
6, All sewer, water, electric, gas, phone or other utility laterals, QC�GO%/✓�T U/J17 SJi� �(IALK /djPA/N P / G/,T. �j /a`{r6, NO, r�O% -- - Z7:90 5 C
mains, or crossings shall be constructed rior to a iy ( h /N5%AGL S/R_1ET7Fa4F.S �/ G/7y5T✓ lYe, o, 01 - 20EA• 7 F � � / �A• -�-1 �A. � � � � m
g. p -.. p V ng p /'' O. rU 6 A. !o EA �4 �A,. of r:2i. /6 EA, /4 aA. Jti EAJ.i 2 S� ..�k F.. SHT P, SyF... 1. RKrlAYg V.O 26 /rU5TALL YAl{d OEA: J Y� IJE7<}/L. f/ T 2) d 4
7. Compaction tests of embankment construction, trench backfill, corn•- 3 E E'
A. �'n, t1 ¢ w :�u sT pR 6 yt' CTlzsas
patting triginal ground and all sub-grades.shall be performed at no 7-4 - `
cost to the Cityof Rancho Cucamonga. A written repor Lh these A-AA045M0NAl, 5,F 0/= X"•-61TlEr� 194F7-0 MODIml4�4770N SE'6D�/�;L ��161.7' 3` 3� yAR/.d�E 3.. e, ��! � nFE4�slz'ND F 5� '
com actin rests shall submitted P FOR STORM-DRAINQUANTITIES SE T 2
D s ha be stSEE SHEET L 7�is'r A t/is7n PfcF S! I i <r i>'-a
n bmLted to the City Engineer torapproval ' t•� �� ¢Gv i, /o /ate y 'oc�-,
prior to the plFcement of base materials and, or surfac.ag.
/. sia�ccG4 :k'o 7_-e,, A v/sra-,41P�AMY IV IVoT 11AWI?T aF rh'is ,4P,oRo</AL. �T
8. At the completion of pavi;z.t, a materials report shall be GLSmitted to INDEX MAP
re City Engineer. Lising all tests or determinations completed toL �'- - ��" B G e U! z T °N a
verify stability oil content and Gradation of asphalt Paying 2 fILL /it/T�IP/D LGL^AL' GJ"/PEE7`S Sf%4LL ,//q//E G//G'Ur�B F.4G"�, %%Sri ,T4/Q �` `- sPq:N 'i R.,yo°fas ( FOR STREET PLANS )
` T ./Q/N 1 �� SEE �'F�O Z,?/9 .' NO ECG'
p Off" THE CU.t?f3 f�,�D�/LE !�,' PES'lGlf/�'O /aR Tf/E L4C/{L S7iP E; S / s /
9. Prior to installation of anv . a materials report shall be S/Yi�LL SE Lim%/(�ErP� � 8 � ' e ! .515Gr/ON A -A � Hr.
paving p /'• /7 A( 5Z- '/�G' Tf/&1" * ANU �G. E�/9T,�ii/S x
submitteu ty the city Cngvteer. Listing all tests or determinations ii` GS$'./Gl� O %%Le Ti�/I/i/,�/%-/O/(I /�iPC7/I'% f"TQ g1l- iiT TfiE iIJ
ctmpleted to verify: sieve analysis and sand equivalent of EXTE R'.'�.7R 627--,•T5" a11i4LL. AT--- /_ZWE A117111AI T/%E GUk'.B !sE77l �,V4? T/i� /10/�/F/E/7 ST/7 300 `�ri4N9R L A /a �E' rr- U7 �t
N X G 7£3'?
aggregate base. ^ 4LL P.C-��/9AS_ fiV f1S BU/LTPLAit/A,cTE,PCCMIGLGT/Oct/. — PLAN F
10. Paving shall be performer in accordance w-_.- R. Value and Pavement tests * * 710/i R/w vnf� cavtr3< xK �x>r
taKen to. determine str1ct11ra1 sections (prim to final plan approval) ��/ $ r f?lw R/W 058 LIMITS OrSTpT/ON/nIG .✓�-_10W R/t4/ //''�Re7AINrr: r1- / y7
ADLYTYCiK9L. _ SSi _ f iZ809
D60rc.Arrgv '• / STREET PLAN INDEX
�
i;.. When imp; vements are to be placed on native soil which consists of a 6Th•/9700.3/ fZ�W R/W BASE LIV-' rf?A.0
rocky material, the sub -grade shall be prepared by removing all rocks 4 l STREET NAME SHEET NO.
---
To STr1. 3/t39 2 b --- _ _ - - V 4R/ES ' - ! rc _ c %~
which protrude above the sub -grade a -id all voids or depressions shall I II' y �, o" tcwraD oR,ve1 I F
be filled with a fine grade material of a quality better than th, narivP G ///�csy w.Q��pQay - - 2V 6' G` 27 II EOGEWOOD -�U_. _......
material. 2 Y w o- S:rA. 2o•.�4Jax7o Sift. , r + r-' : _� /2r-/4/ 32' ={2' lr=j! 20/ _ w v o.
6 II ICd id i, , -- sssx ?!.ACE _ ... 17
2'9�7•i.•7 _.,� - I ¢r 4' /•o • /c' /� i / � (,�' 4' HAttPTON PLACE ,......... , 14
12. if the asphalt concrete is to be placed on sub -grade, a soi s sterilata COMB, wAch 4' 4 jb a Ew_mb o Hiuc
registered ' y the E.P.A. for use under A.C. and P.C.C, shalt be uniformly fieT tvINGwAu / LEveL LINE TY/' HILLCREST COURT 4 12ji y_ z axl
7.42 0.73. O,SO' "� 0 `
applied at the manutacturet s recommended rate for the full pavement S�F4 I 1-- Oh^c - !a,/F I `E`�G u��
width prior to paving. �`CT. --- -- - - -- i1- - ----- - cops rRyp , U% �- �7 KaersezECD ROAD 1S 1�1 t a {
i , 2.¢9� �L•A�¢�a-- E=-].�c� z29 , _.�• � 1 L-1 tom. z
_ ... 10
✓� - ---�- -- �- � rIEW$GZl PLACE.
13. Estimate of quantities is _ `J. I'SCf a'•�4 /FT. I �lo /(n� JCO a-• /f7 :... Z SEES F
q provided by the Engineer only for the con- I 4 / Lie, 41 4- l_•• Nr,gz 4.
_ 1—_ _ �--
�� Pry -� OAKHURST DRIVE ..
venience of the developer, the contractor shall make his own deter- �/ _-- - ��
mi nation of construction quantities before sub•nitting a bid. An, 2I Y'^`` `i ' !` ! I j PLYMOUTH WAY .. • _. _... , 13
" ! No aervE
item of wor'a required by these plans which is ,iot specifically listed ~VAK/e5 2% j0 20%,Y1AX. i sox$trRY PLACE ..,.,-.., 9 a , �23ry_ r Z.
in the estimate of quanti,tien shall be, considered as included in the 5� v s g TR,No_ h
other items of work. spaxNGF1ELD DRIv 14
PROFO% 50 lMPROt�EME Jr45 PROM E.!S7 IMP, PE•%1 TRACT NO. _ •ZJ ��, ,y �''MP,EL R, 1 29? 9-4 1 t`, •» 24
/MP•F�o/d PRO�s--c /MP, EXIST. `ZF=EE7" IMP, 4114 7e,•39 T� 57' ,, 55472. 30 --(�— /2.�'i/o4 /240,2 SL ROC.. AVENGe .... .:_.. 4 fi � �• N -- "'� SeE gNL
14. Street signs per City of Rancho Cucamonga. Starda,:d. Numbers 401 and 402 =• -- Srq. � ¢:' L ti �
shall be constructed at each intersection. 5ra'/-T-enp,3/ o F 90
..Sri}• /4�6g•:!3 To .3/•f,39.2 ^J P.R TR. NO. l2�S5 � >!�
` 70 dTri. E3/t39. Z9 s'IT i
SPYGLASS DRPT . _ 6 se pE
TYI'ICAL SECTION TYPICAL SECTION STM11FEELD DRI4c ......_. 12 _ �m 42, �� � T x3bs
15. City approval of plans does n6,: relieve the developer from resp-nsibility • �>&ECTION n t&� �a T • 0
1
-UNOANCE DRTV-•
for the correction of error anti omission discovered during construction. t► _ _ it i � � 1 5E
TEFf..t:A VISTA T,r u / r _19. / e
Upon request the required plan revisions shall be promptly submitted to a rJhRtlr E AiENUE T•L= 8.0 '
the City Engineer for approval. N.TS. S // 6T• 2
-._. mcRaA •VISTA PARKWAY Z" 3 S 18 -,N ,� �37g_ - / I.EE ttl+ A•
T.r. 6.0 N.id. WAZ,DON ?LACE ..-_ 17
Exler „R 1VA1-Ue= 70
16. Work site and exterior Streets shall be in a neat, mean, hazard free, -- - I PIA",-6Y'LAcE.....-.--
orderly state, throughout construction. Site shall be cleaned upon ti a t
request of the inspector. R!n/ ¢Gr ?✓ I 5r 30 3o 5 WILOWOOD ❑RI7 .__ 9
D i. u. L A.-. P..5E. -.. N1, -•- 2../ - ....( F n£ /O PO• ZO'_ . /0, .4f E. VINDSONG _LACE: 15 ssEE I23I �•r t.,Z�� E
17�. Contact all Util.ty C m an es as.ren i._d 8 hours - q A
for to excavation. t- 3 /?U.E, aW:'. r Fh 9. / h INDEX MAP
Provided for yot r convenience are the io lowing: I �5'W F r , /0 !O' /O' /O Q''F�1 / v
rIi' ' :e" Is as! 0•5 4 I ! FOR STORM DRAIN
A. San Gabriel \alle Municipal Water Tistrict l nr&l a `t' 7YP 1ND DRAINAGE PLANS )
Mr. Bob St-- Slings (213)p969 2718 � �- - - `G� \\\)/ o�F 1� w
f /7 U.?SAS' } /��/ 4. a4 1.•
for Base Line R ad construction =rt[ unri o4_ , 'coaE%fr D.e7 0.93'/ o•2D a?= SLOPEI�f{ I N��5EE SHTS. .25 29 FO,� 7RSAF /G a �
B. General Telephone (800) 422-4132 SGeoF�%Fn ��c,4r I J3_"� t20 I ra33•� / scoaE l4/FT I -i -_-1 --_ / /NG MNG N, 1V 1
for underground service _ ...tit - �-�� �- / f%fib
C
-• _ ...... 5 GN � STr2/ / =0 .1Q' 70N. sF� v/
-= 1 C
C. Southern California Gas Company (714) 529-2889 L O r [.�--~�~� 2R' l
2191 E. `3irch Street (714) 529-7070
Brea; CA 92621 s
D. Cucamit ga County Water District (714) r'>3'-2591 TYPICAL
Vtf r e
9641 San Bernardino Road , TYPICAL 1PYl..�t` L SECTION � i ,T ICAn. SEC l 101� � � 3 2EY/5EO /Y7F17/O t/ 002 ACCESS FD.? UTA/if/TEl/9it/CE
Rancho Gucaocnga, CA 91730 NOTE: ON A.L (NTERIC'A STREETS '� r•zs_
.. �:YEf1/GLES�.AOOEDOET.Q/G� 2Zt(CJ 5-5-6'6
WHHR THE SIDEWALK N3 ADJACEfs (" TO - ,vo7� ON arc IN451-WOa 5»rs r✓WE+�' 7tre 5100.euk, r5 .0
%I OF ST STREET WILDWOOD DRIVE c _ 5T �Ar v77acoRc,TFic,ts 10-21-05
E, Metropolitan Water District (7l4) 5 -7474 C-UR13 THE IMSTALL.ATIO R �' SPYGLASS DRIVE C it•7fc96TosTrt.ereo) T�L.TONo�s7�rc,tsyTs,T�....
P,4, sox 5415E WEATHERLY PLACE � sounri w ru-�rx: nx. ,aflo S-A,c:oo,�+rvs v rL sv 2
I;IGHYS,MAIL5OXE5,'5TKEET SIGN5 A.ND -- r UTAMFIEED DRIVE '57""37 "r''t.9t�W / A00 s:lT/PERtAV,95CAcFAE VsrAoa5k/scvEcv�
Los Angeles, CA 90054 FIRE kYC,RAt-tTS SHALL 5E LOCATED HILLCREST COURT � TYP. SEC7-!oleo (SHEETS 2 '3) Y 11041E5
F. Pacific Telephone Compan (714) 999-5639 BEHIND THE SIDEWALK. EDGEWOOD COURT HAMPTON PLACE
0 zr.-9.0 DESCRIPTIONof REVIC.,
ROXBUIIY PLACE I=x/.•; °R"VALue�7u DATE AaPR�YE
PRIVATE ENGINEER'S NOTICE TO CONTRACTOR SPYGLASS;DITIVE CI�"`�' of RANCHO CUC�MONGA
SUNDANCIE DRIVE — Qa � tY SEUNE � RaA !
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR NEWBURY PLACE i �
TR,� CT ?`TO S 12 319-1 12 3 1
TZ. _ 5•0 2 s
STRUCI;IRES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH 0 WALDIEN PLACE"R"v54LUE=7L StDpEE! rcECA/ "
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE n i7RAC7r A
NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN, THE S! Alv]F,.�Ln DRIVE /4 fIT Z �► , 9 * 2 `� '� 1 3 4
CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO :PLYMOUTH WAY t /23/g 1 `�
Tor °F• PYr.•r 5W 4IP %',2
PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES WINDSONG PLA%E_�- Z� r35Y +/2"R 4� 8 ram, R 1231'1°�6, 123I9-7, 12319-+,
NOT SHOWN ON THESE PLANS , AND IS .RESPONSIBLE FOR THE PROTECTION O A K H'J:3 S T DRIVE UZ°z _ _ _ _ _ $ r
`�- /' ` & 12319
OF, AND ANY :7i111AGE TO THESE LINES OR STRUCTURES. E S S E X PLACE 1 lvsw PR
HAM7 T ON PLACE _ TIT E SHEET
SPECIAL NOTE T.NTi4 PRIVATE ENGINEER TO CONTPAC`lOR SPRINGFIELD DRIV?i J {gP�P/ W APPROVED fB "--
,/ DATES-28-85
MANSFIELD ROAD ! s' CITY TRAFFIC EN W RCE No23889
CONTRACTOR AGREES '1'EfAT HE SHALL ASSUME ;�r?LE AND t.OMPLiI'E p.ESPONSI13I7•Ifii NOTICE
P')R JOB SITE CONDITION'S DURING THE COURSE OF CONSTRUCTION Cl^ THIS PRO- CONTRACTOR SHALL VERIFi'. ALI' �.ATES
a DESIGN MADDLE AND ASSOCIATES, ING. R MME DED
JECT, ii�Cl"m;;NG SAFET3 OF ALL PERSONS .AND PROPERTY: THAT THIS REQUIRE- CONDITIONS AND DIMENSIONS r. r✓�A,rF,vEo PANE JOINrS xlolr e� caysrrvcTEo
NQT cFss �WAA/ fF�r , nA.cr OF.SAN BERNARDINO. COUNTY >tar'
MENT SHALL A'�'rLY CONTINUOUSLY AND NOT BE LIMITED TO NORFtIA1 WORKING AND SHALL REPORT ALL DIS ; lr W. ^ _ .'�%;,�1�.
(! ALG CUR85 SMAZI ar-. CCNi?RUCTE'O rN Acroao�,vcE RSUt,TINGCtVItENGINEERING
HOURS: AND THAT THE CONTRACTOR SHALL DEFEND, INDEPNIFY "IN D HOLD THF, CREPANCIES TO THE ENGINEER 'wry ree La7EsrE0,o.av raE srD seers. Foe
auBerC wceres Ct `.8,-•- u cEss crrusesvrsE tvor�rEo. DR 41//hf .,+,a LAND PLANNING SHEET
OWNER AND 1'iIE ENGINEER HAiv T,E55 FROM ANY ANT? ALL LIABILITY REAL PRIOR TO THE COM iENCtMENT ntelnAve.,Suits 105
OR ALLEGED, IN CONNECTION WITH THE. 'PERFORMANCE OF WORK ON THIS OF WORK. TYPICAL. SECTION I�EY ��p PNO E 14) 9 9786
PROiIEnT,r;XCEPTING FOR LIABILITY AI'ISING Fi`7M THE SOU); NEGLIGENCE ��.. �__�.--
8" CURB_rAC!E & 48" GUTTER CHECKED // ° - RCE•No65'9_1¢ -DRAWING NO,
Ok THE'OWNER OR THE ENGINEER, ° eloo �l/r� 17 DA F 2 �1r FILE No-Aw 976
�gw�e;.vi..�e�r•s;.w
3OX
I REDUCED PLANS
0 1 2 3
all pit1
INCHES ON ORIGINAL PLAN
,
RENCIMARK .
1 "
BENCH MARK N0. 96-B
'
. C� i
t : : p
•�2gr A?` THE NWC OF HAVEN AVE &
;
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1 ( Q r�fST, 44 FT. AVE
i. X/,5r , GR04 w HAVEN
i � 0 i Fr�jti
- �. , t � , x.i- r 4 � i� i �----^---"•0 83 FT N. 9TH 5T , SET
tt
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} t Y T t # » T t fir' %C v '- r Ul' y lV
t G F 2to • I 0 n I t 11T THE END OF A HEAR WALL
4 # �. �"
t » / 11,, / I ! i n IOR 3E24 CMP� ELEV" 1430.6$6
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SC-E SKCCi .•'�
NEW8URY PLACE
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SPYGLASS DRIVE
CONSTRUCTION NOTES
O — CONST. 3" A,C'. OVER 4" AGGREGATE SASE.
l -- CONST. SIDEWALK PER CITY STD. DWG. N0.IS. 310 & 311.
C$r CONST. 8" CURB WITH 24" GUTTER PER CITY STD. DWG. NO.
303.
6t�---,CONST. SPANDREL & GROSS GUTTER PER CITY STJ. DWG. NO.
308 (5=3')
'j CONST. HPNDICAP RAMP PER CITY STD. DWG. WO. 310,
Q NSTALL STREET LIGHTS, 5800 LUM, WITH EXTENDEC MAST.
xdSTALL STREET SIGN PER CITY STD. DWG. No. 401.
%l-- INSTALL TRAFFIC STOP SIGN PER CITY STD, DWG, NO. 402.
/7 -ONST. 'L?_;:L DEPRESSION, CASE B PER CITY STD. DWG. NO.
51?9.
CONST. LOCAL DEPRESSION, CASE C PER CITY STD. DWG. NO.
518.
®— CONST. CATCH BASIN NO. I PER CITY STD. DWG. NO. 502.
(FOR W & V, SEE PLAN).
�— CONST. CATCH BASIN NO. 3 PER CITY STD. DWG. NO. 504 (FOR
W & V, SE8 PIAN).
3O x
REDUCED PLANS
o z
'LLL'LLLL.Ll ! `f fesri++ ti.
3 IIJCHES ON ORIGINAL. PLAN-r1
R
Z-
r' "
2p°3B'2r"
7Gi'i.Gb'
2s2./.5'
r2; �"
20A38' 2/"
7/ B. ✓0,
2.1'8, 6¢'
/..�0.;7
?0' 00' 00"
2 7. 00'
1 41.41'
27.04'
/3'/0"
/82.00'
35' 6-O•
/7.88,
2%B, 00"
42.41,
2/.4/'
96 ° -rX' 10"
27. 00'
45. 67'
30, 47'
27.00,
39.13"
23. 92'
//0/31/0"
180.00,
3. 23`
/7.X61
11`/3'10"
2_00.00'
391-16'
/9,64'
8' 17 ' 8"
2 2 0,. 00'
3/. i�/',
/5. 93'
„
S� S/EE A t11,(/G�E
DESCRIPTION of REVISION SATE APPROVEC
CITY of RANCHO CUCAMONGA
TIRACT NO. 1 231 g-3, 12319-2
&. TMAi,CT NO. 12 319-1
SPYGLASS 1DIUVE
APPROVED BY DA T EfO 7T-
CITY ENGINEE % RCE No 23889
DESIGN IftADOl E AND ASSOCIATES, INIr. RECOMMEbIDED
cy OF SAN BERNARDINO COV ly Q
CONSUL 'NGCIVIL ENGINE€RING
DRAWN AND LAND PLANNING • SREET
54S N.MountliInAve.,Suite tv5.
^TC.�(/ UPL,t1ND CALIFORNIA 91786 _ _ OF
PN i' (714 �ta�-2aaa /4tB/ --
•(ECKEO RCE No �� O4*VING NO,
`; . ' ' DA' 2 r a•- FILE N0/Rsn7--2- I —