HomeMy WebLinkAbout2204 GENERA L NO k 1 � il CITY OF RANCHO CUCAMONGA
• ►... �.._.,, ..+1111.. :_.... BENCH MARK LA0. 2-8
CITY OF RANCHO CUCAMONGA E 7 .i 7%z ttE , Y/ 1 SPEC .e..+,1111,„S•.„..1111
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1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA I � CQN� NAIL WITH COUNTY SURVEYOR TAG
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STANDARDS, AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION — CURRENT EDITION �,_. I T w
CHINESE __w.1 2 FT. SOUTH OF SOUTH END OF CURB f
CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDSCHRIS TIANw..r i� ”,
AND SPECIFICATIONS AND APPLICABLE SUPPLEMENTS: , ;1111, , .R.n ),_ RETURN AT SOUTHEAST CORNER OF
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SCHOOL 8 TH. STREET AND BAKER AVENUE
2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, � i �( t 1 ELEVATION: 1137.735 ...
A MIL Y CHURCH
FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT—QF—WAY LIMITS OR INSTREET IMPRO T JDLAN ro _. ,..»mm.,. w, .«,._ w,,_..... wwm... w°. .+ w.M°... -"""", w.,.." �: .�-�.._M. J. ..m-,,a-,_, ..,p m,w_
ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED, OR .°-_w.�. r r_111--1_1_1--.p
BAKER A V / NGS
—m-----_ � I �_� :;) �, °, � � r .€..w. , ; .. ,_°. i i. .., THE BEARING OF NOO*OJ'40"W, ALONG "
PROTECTED 1N PLACE AS REQUIRED AT O COST TO THE CITY OF RANCHO CUCAMONGA. a`
VEMEN
j E SCALE.' 1" = 5C1' _m.._ I � f ? I I 1, I I I c I i 1, I S I THE CENTERLINE OF BAKER AVENUE,
J. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND 1- I. w.1 I, I I I I u
I $ 4 r_ AS SHOWN ON TRACT MAP No. 9658,
SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR �' «M L °n. ° .n_e_. AS PER MAP FILED IN BOOK 165" PAGE'
INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. I [__',,'_,j , � 1� ° � � of MAPS
Q 5C} 1 C}® 150 QQCONSTRUCTION NOTES I .,_ � ,. :;: � �T 83 THROUGH 6, INCLUSIVE,
. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO IN THE OFFICE OF THE COUNTY RECORDER
ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT—OF—WAY 1 RE OVE EXISTING SIDEWALK 1 t �; � ' I 8� )l I IL OF SAN BERNARDINO COUNTY, WAS USED AS
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5. ALL GRADE STAKES SHALL BES BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT §�-- w: ,_ 1 4 µ, _-
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ALL HINGE POINTS EDGE OF PAVEMENT POINTS WITHIN Q.Q 1 FOOT OF SUB—GRADE ELEVATION AND AT NOTIle " ' I 'fl I m °
POINTS, , R l STI 8 CUh B AND GUTTER 176 LF .«., :::+, a. _.._ .,"_,4 ro.,. s t� � �� I,..,.,..°I: I I „, ,»..
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ORE THAN 0 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS -« « $ , ° Mid'i.,.w.i',l �;�,:n: _5�..,. `_w.. "° .I
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J ,r ° .. ..,,.,.,.,.„,k 1111.:M,.4 ` $ # 3. $
CONST. DRIVEWAY APPROACH PER CITY STD. LA0. 1 Q 1 T YPE C 1 _ o-, i...._,u M,� .+, � I
NEEDED AT WARPED OR VERTICAL CURVE AREAS _ I I t ; t I, 1
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-° NON CONTIGUOUS SIDEWALK CASE1. 2
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1111,,. 1111«... 1111 1111 11„11. . 1111,...,..,. ........... ...:.....::......1«111 ,.,�.,.,,.,..: .,:1111.,... 1111 1111 ,.. ".,".. .. . 1111 ,...:....,.«»r•,,. :.1111..1111...+.: , 1111 .. x.k ..".«.., , . ... _.»., ,. ,..,.:««... 1111»:m,.,,..,. .,—.....a.w,o-„+.... .��..,.-,..,,..o- ....,....o-:,., 1111.+ 1111. 1111...
6. ALL SEWER WATER ELECTRIC GAS PHONE R OTHER UTILITY LATERALS, MAIN R w.:. _ ,,r. _:. .,1111 y µ
SEWER, a a O L , S O CROSSINGS SHALL BE :.F I _. C,.) _, a..,.«. ;4
.., 11:11, ,. 1111......,.. „u., «.,. `r P
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1.111 ,. ..,.,.,,.. ...:�,.ate..+,,.n,. .,,,,.+..,.. N 1111 . .. , ., .,1111.» ........... ..... 1.1.. v.,111_ ,...:,....,..... ,,.,,a.. .,..�...°..,,w. .,..c-,l..P.+.., ....�,.,.....,+�. ...+.....,.. ... ; I , r 1111.. t k
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_, .. .. .,_, . � � 1111.,� ,«, m,,., :° ,:,_�.wN= •� a . _
_.,. ___.......w 111_1..«,." _.,_.._..,. ............ ......,..,. ...,..,,... n...,.... �,-.........,, 1111._. 1111... .,.._w..,.w. M....,.,..�,. _1111_.. ._.,. w..,1111 v..._,,, __111:_1 __1111... .,,.,.,._. _.._. �,w.,.,,.._.. ,w.., 11_11, _.,.,� ..�,,..
CONSTRUCTED PRIOR TO PAVING. 4 SAWCUT MIN. 2 AND REMOVE EXIST. AC AND RECONSTRUCT 4 MIN. AC �.....,r n _ I
r
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.-.w._,,.w. .-.,+,w.,...�w ,fi�« _N ~. .� F� . n�h..��....��u+,�+...,�� .m,_,�..m ��; m..w..° �.�� � .�.,�..w� ,+..ms.. w...,.,.�.,_: �.,�.,N._®_ww.,._ ..,. .M.µ.a�..�� mm. h .._ ���. v_��.,,�, t �.
��3 �,. :,,�.... 1111 .. ,.�,.,.. ,..,,...,.. �gR .. �,° of � �,. .' � e„ s � � � a � x ' �
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7 COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND r k 1 . r PAVEMENT ON 4 MIN. AB PER CITY STD. DWG. NO. 100—A. 176 LFMADRONE NE A .---- w'°, '---1-.�,�«...,._...v . a+
ALL SUB—GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN
__-:.a __.,m. + —«3N ` —�°W ►—M"« 'I "µ ° w j .�-- -- .� -- GRIND AND CONSTRUCT 0. 1' MIN. AC OVERLAY PER DETAIL HEREON 352 SF §
REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR
VICINITY MAP
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To THE PLACEMENT T
EOF BASE MATERIALS AND QR SURFACING
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NOT TO SCALE
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11:11„ - .r,,111.1 t,� :<. �„.. �— _. . �.�„ ,�1111
Q.,... _ - - ;." - n - 6 INSTALL STREET TREE PER CITY STD. NQ. 502
3 —® ,;' _1% � ).: p -- `gym^w_. , l n:�,.»
., . ,,,_ k , _. ,.... . . ,.1111.
e w°.,.,t,.. ,.,,, o-,....,d o-n,•....-..m.n .,rwo-...m,a,x«1:111 1111+. .,..mw.}...w—®n ..r......._r:.., ......�...».. «1111...«,,,....t .,...s:4.:,.,..,. .,.,n s„wn. .e,.wn «..n» ..o-..m....s...°n ... ]rvs..'°,. .r.u,,,.v..,....,..».. „«1111.,. .a..,k+-..ww°nn..a,.e... n.e_.a...w..« mm w.,....:. ,. r :...,,..
8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER, LISTING _s w..,,,.,.. r � � 3 -- I AND DETAILS PER NOTES AND LEGEND ON THIS SHEET. 6
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ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT � X4 q l ,.,
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PAVING. 11,� °. _ CONSTRUCT $ CURB AND GUTTER PER CITY STD. NO. 104, TYPE A2 8. 77 LF
1 .« � _...
. PRIOR TO THE INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TQ THE CITY w,w
I #j ; aLEGEND
ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY R—VALUE, SIEVE ANALYSIS AND { - 1,v (D— REMOVE EXISTING 2 OPENING CURBSIDE DRAIN OUTLET
E
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SAND EQUIVALENT OF AGGREGATE BASE: IT„ + k , a,,4. t + _.w. °' AND RECONSTRUCT FOR 3' OPENING CURBSIDE DRAIN OUTLET
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I °£ ; ,r � - 1 $' L" t»:t. y y _ 4 i r._,....,,_ PER CITY STD. 107-8 NO MANHOLE). 1 EA
p .` I. , ¢ j R, (� _...” EXISTING EDGE OF PAVEMENT
10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R—VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE a. I ° °
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STRUCTURAL SECTIONS PRIOR To CONSTRUCTION OF THE STRUCTURAL SECTIONS. I° !" x _ ,, ,- , °I
x a.....,..p .. ......., °. .._.. 1111..,..,. ._11_11 1111.,..1111. 1111:..
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I _..rv. 1111. k, p n K � k REMOVE POWER POLE. UT1LlTIES TO BE UNDERGROUNDED. _ EXISTING CURB AND GUTTER
I i 6 as €� .,�.w.,w.,,,,,-.,,, 'w °,,t' ,;d� ° Vr _°1111.,,r _.........:.... m... ..°.m:..,.,„ S:: F., 1111, . ,...(....+ 5 ,..,...,.»1_111 ,}: t ',�
11. WHEN IMPROVEMENT ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE H ! ® # ,, s :fi DEVELOPER TO COORDINATE WITH UTILITY COMPANIES
._�.r; EXISTING RIGHT OF WAY
SUB ADE SHALL BE PREFAB D BY R QUIN A ROCKS WHICH PR TR A V H _ N" `` °`rCHL, ' E s{ ,w t , , AND PAY CONSTRUCTION EXPENSES: 2 EA
E E G LL O UDE BOE T E SUB—GRADE AND w_, „M. 1 x w, *; w.r.. � , _., , € .... :,.
�4 y 4, r �, , .�.__,�d y _7 EXISTING EDISON LINE
ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OFA QUALITY BETTER THANE S :. . 3 0, W
I �" ;VIII, 10 REMOVE DRIVEWAY APPROACH. 4
THE NATIVE MATERIAL. 1 t 1111 .., . , ,11 11..
_. _ ., .> EXISTING GAS LINE
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1111, , 1111..
..,....,........,. [ a.5
12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB—GRADE, A SOILS STERILANT REGISTERED BY THE
r 1 1 INSTALL 5$QQ HPSV STREET LIGHT BY SOUTH RN1-1
EXISTING TELEPHONE LINE
I I; x * I. E CALIFORNIA EDIS . 2 EA
P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURES ;s f ONO ..
' I _ PAID FOR AND COORDINATED BY D ELOPER. EXISTING STORM DRAIN
w....,o-......,w I f F 1111.
RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. x
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13. ESTIMATE OF QUANTITIES /S PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER. 111 1�1, EXISTING WATER LINE
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THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A
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WATER LINE
i f EXISTING REY 6J 6/MED
BID. ANY ITEM of WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE _.. w. Q
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OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 1 , . I'll EXISTING SEWER 1
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14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBERS 401—A AND 401–B SHALL BE ,°µ-,. .°` -f � CENTER L INE
I
CONSTRUCTED AT EACH INTERSECTION. I 1 _ __ PROPOSED RIGHT OF WAY
15 CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION I ` -x « 1_ t �b PROPOSED CURB AND GUTTER
OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN
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REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. PROPOSED EDGE OF PAVEMENT
,-
1 p PROPOSED EASEMENT
16. WORK SITES AND EXTERIOR STREETS SHALL E KEPT /N A NEAT, CLEAN; HAZARD FREE, ORDERLY STATE,
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7-77
THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. � 11-1�11 11111111Ro 9658 .._ _,« aq SD PROPOSED STORM DRAIN
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17. NATIVE SOIL IS TO BE SCARIFIED OR RIPPED BETWEEN MEDIAN CURBS PRIOR TO FILL PLACEMENT. INDEX MAP S PROPOSED SEWER LINE
18. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL PROPOSED RECLAIMED WATER LINE
ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED, ALL ON—SITE SCALE' 1"-5O' PROPOSED WATER LINE
IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE PARKWAY AND
ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. N'LY. R W STREETTREELEGEND.,, EXISTING FIRE HYDRANT
1 . ON THE INTERIOR STREETS WHERE SIDEWALK IS ADJACENT TO THE CURB, THE INSTALLATION OF STREET PL TREE STREET BOTANICAL COMMON SIZE SPACING MIN. GROW �, PROPOSED FIRE HYDRANTS
LIGHTS, STREET SIGNS, AND FIRE HYDRANTS SHALL BE LOCATED BEHIND THE SIDEWALK. SYMBOL NAME NAME NAME SPACE Q
20. CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED, 0 WORKING DAYS PRIOR TO EXCAVATION. PHONE I a PISTACH/A f PROPOSED GATE VALVE
NO. 1—$00-227-26Q0.
CHURCH BAKER AVENUE CHINESIS CHINESE PISTACHE 15 GALLON 3O O.C. $ 6
EX. 4' R W/ S'LY R/W
PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: 6' WOOD FENCE PROPOSED STREET LIGHT
EX. AG
A. VERIZON (909) 469-6J54
::�_
1400 E. PHILLIPS BLVD.
60� 1 CONSTRUCTION NOTES FOR STREET TREES: PROPOSED SEWER MANHOLE
POMONA, CALIF. 91766 CL 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE J. ALL STREETTREES ARE SUBJECT TO INSPECTION AND
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12 18 18 12 WITH CITY STANDARD PLANS ACCEPTANCE BY THE ENGINEERING DIVISION. •
•
B. SOUTHERN CALIFORNIA GAS COMPANY ($QQ) 427-2QOQ 4'1J525 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN . STREET TREES ARE TO BE PLANTED PER PUBLIC
HIND, 12TH STREET ' AGRONOMIC SOILS REPORT SHALL B FURNISHED TO THE IMPROVEMENT PLANS ONLY. Bc – BEGINNING OF CURVE EP — EDGE OF PAVEMENT
CHINO, CALIF 91719 2' 2' 0.5
CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT EC — END OF CURVE FL — FLOWLINE
C. CUCAMONGA VALE WATER DISTRICT (C D) (909) 987-2591 ..O 2.0% DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, BCR — BEGINNING OF CURB RETURN FS - FINISHED SURFACE
A DETERMINED BY THE CITY INSPECTOR ECR END OF CURB RETURN GB GRADE BREAK'
10440 ASHFORD STREET VC — VERTICAL CURVE PL — PROPERTY LINE
O__
RANCHO CUCAMONGA, CALIF 91729 REMOVEli?EPLACE BVc - BEGINNING of VERTICAL CURVE PRC - POINT OF REVERSE CURVE
EXisT. s/W i — �;:.''�� ��'�°� EXIST ssW AS MVc – MIDDLE OF VERTICAL CURVE RP – RADIUS POINT
D. SOUTHERN CALIFORNIA EDISON COMPANY ((909) J57-6221 SHOWN ON PLANS
7951 REDWOOD AVENUE
SANDALWOOD C — END OF VERTICAL CURVE R W — RIGHT OF WAY
FONTANA, CA 92336 EXIST: 8" C&G NOT TO SCALE MQC - MIDDLE OF CURVE TC - TOP of CURB
• EXIST. 8" C&G GF - CURB FACE TR - TANGENT RATE
CL CENTERLINE
E' LY. R/W CHINESE
W'L Y R/W PL CHURCH
66' EX. CHAIN LINK FENCE
CL 25' •
UNDEGROUNDING OF NG UTILIT E COORDINATED
22' 11' WITH UTILITY COMPANIES AND HE EXPENSE
PRIVATE ENGINEEROS NOTICE TO CONTRACTORS EXIST 4' ,�W 5:1 MAX. PROP. PARKING OF THE DEVELOP
11 QTO E REMOVED PUBL INSPECTORS WILL HOLD FINAL OCCUPANCY U ION,THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH 2' EXIST. 3" AC (AS SHOWN ON PLAN 0.5'
OF AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS OVER 6" BASE 2= 2'
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS //y{�y(�/y 5
4m.0,% GRI Y{F 4eR. OVERLAY IY 2e 0/°'
THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR +} /��y
NOT SHOWN ON THESE DRAWINGS. I I I; g:
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I
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE EXIST S, W _� SHOWN ON PLAN) r•
_ _
COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAF OF ALL PERSONS AND PROPERTY,° THAT THIS SHALL APPLY _, ,.. _..
EXIST " C&G 2 _
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY; AND HOLD COLLECTOR RESIDENTIAL TO BE REM(?VED AS SHOWN ON PLAN) _1111.,
F '
THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE EXIST " C&G VENUE SAWCUV REMOVE l l ` DATE t APPROVED
OF WORK O THIS PROJECT; EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. AT1.111"",�11-11111.1�,��,,�,�,,�1-11,�-1-11,�'ll"�'ll""�'ll""�'ll''�'ll,-111,11,��.1111t.11,111.�ll-l�,�,�ll.�.
NEW
ATO DRIVEWAY
Y AND RECONST. AC '� AS SHOWN ON PLAN) 11111111 ""'',...----1. 1111-11-111-11 111-1 .111111111 ------1 11111-11 --1111111-11-1-11-_-1111-1-1-11111111
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE `�' •
COMMENCEMENT OF ANY WORK. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES. C."ITY of R�ANCHO C_,;u' 'C_,-.AM0_'N(_7'%A ��
BEGINNING OF WORK MEANS ACCEPTANCE OF CONDITIONS. _w......-._ 2
`., .,_ . . 1111 11.._ -1111.1 .11.. _11-1_.,w ., w r_111111-11111_111111-1 . ....� .1111.m.,.
2005-00327 ROW 2008-00207 Q.
CONTRACTOR SHALL COMPLY WITH ALL P.D.E.S REQUIREMENTS. NEW CUR & GUTTER
O D APPROACH— BAKER A VENUE -4�j
—
CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE BOXES, UTILITY BOXES AND LIDS, C. 2, SAWCUT 2, } 15+30.00 TO •
FINAL GRADE CERTIFICATION SHALL BE PROVIDED To THE BUILDING AND SAFETY
INSPECTOR PRIOR TO FINAL INSPECTION. q50TREET IMPR" VEMENT PL "N _,�.j
(5)GRIND AND /�COfN�STRUCT /�
l✓.1' MIN. A.C. t✓VEERLAY SAWCUT AND REMOVE
E.X. PAVEMENT .:1...,.... .. , , _ -111 : 1.,. .
. _ .« .. . , 1111 _. .. ....-1-1111-1-1111111111-., .,.+._. 1111 _w.,_..
APPROVED BY. LO
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Underground FU n( Service i Alert �oL ,� C l l R(�r'ESS,p CITY ENGINEER RCE NO. 53672
I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD Q
N _ , _ _ 1-11 ,m. -.1111. _...
THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAND MONUMENTS WHICH CURRENTLY 4 ��'`®�Y 'yy 4 MDOLE do ASSOCIATES, INC. �4�1,�- �° , q�",y DESIGN RECOMM LADED I
EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS:
® Q o 1frll�455 AUTO CENTER DRIVE, SUITE 2QQ ° sG LLP
IVC►. 7635 ^� q f;t 4J Cr► r° 1455 AUTO CENTER DRIVE
v ONTARIO, CA 91671 w N�. 36637 m t SUITE 200 .".. ..,...,.a..,. .,...
THERE ARE_ NO SURV MONUMENTS OF RECORD THAT COULD BE DISTURBED BY THIS PROJECT �: 1 - ,_2008 a NEW PAVE ENT `� DRA WN
,� EXISTING PAVE ENT ONTARIO,CA 91761 : SI-IFFY
DETAIL CONTACT- � Exp: 06-30-10 909.937.9151 •
AC OVERLAY s, �eP . LEO PACTS '-� �! t�- ��� SC�''LLP
Engineering r s far fife www.madoleinc.com OF
DATED: ___ __ F NOT To SCALE PHONE X909) 937-9151 TF v o`� 1 aRA vul :° M
----� - cat, °� o�cateF cH�cKE�._ . _ RCE No 36s37 Im.
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---- °� FAX. X909) 937-9152
NG NO
TWO GRI DAYS F YOU DIG ANTHONY HARD L.S. NO. 7635 LLP/WI 1 2204
DAT FILE No I
11 I J:\727-1752\streets\street0l.dwo.8/25/2008 8:32:35 AM.Madole
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L.CONNECTOR PIPE OR
�OPTIONAL SUBGfRADE MONOLITHIC CATCH
BASIN CONNECTION
SECTLON _A— A
CUI BEND AND WELD SURFACE FLOWLINE
ANGLE TO MAINTAIN FINISHED SURFACE-�
GRATING IN PLANE OF 5 MM
FINISHED SURFACE—-\ I I—, _(� /�') R
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OPTIONAL SUBGRADE
SECTION B—B
STRUCTURAL DATA �
___��T_M"�r�DIMENSIONS AND
REINFORCEMENT REQUIREMENTS
REINFORC ENT
rOR
WALLS AND SLABS
I
NOTES:
LINE TABLE
SANDALWOO'D
COURT
Ca
ct
Z:
90*00'0
-1
N89*56'20"E
90000,00
90000,00 J0
LLL V/11
N89*56'20
C:) L�-
L, -j
Qp
1.
ALL CU-RVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS, AND SHALL NOT BE"
Qz
LT
C:�)f
Z)
SHAPED BY PLASTERING.
Z
TWO GRATINGS ARE REQUIRED UNLESS OTHERWISE SHOWN ON THtE PLANS,
3.
FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL
AND LATERAL'SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM. SLOPE FLOOR FROM ALL DIRECTIONS
TO THE OUTLET,
4.
DIMENSIONS:
__s
_Sa
(3
Lu
_441—
Vic Ai
V = 1.0 M
Vi = THE DEPTH AT THE INVERT OF THE INLET. NOTED ON THE PLANS,
r
Ir k
IN 1308 MM (4--3 1/2") FOR TWO GRATINGS; ADD 660 mm (2-2") FOR EACH ADDITIONAL
dc-
Ilk
GRATING.
__7 _VR f75d Tivf -f-P
A THE ANGLE, IN DEGREES,, INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE
izz
AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED.
j jF�
5.
PLACE CONNECTOR PIPES AS INDICATED ON THE PLANS, -UNLESS OTHERWISE SPECIFIED,
L j
Q)
THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN.'
WHERE THE CONNECTOR PIPE IS SHOWN AT A CORNER, THE CENTERLINE OF THE PIPE SHALL
INTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A
V 0
F,
SKEW NECESSARY TO INSURE MINIMUM 80 mm PIPE EMBEDMENT, ALL AROUND, WITHIN THE
CATCH BASIN WALL, AND 75
sfL
Q)
mrn RADIUS OUNDING OF STRUCTURE -CONCRETE, ALL
AROUND, ADJACENT TO PIPE 2
0
ENDS. MONOLITHIC CATCH BASIN CONNECTION SHALL BE USED
TO JOIN THE CONNECTOR PIPE TO THE C BASIN WHENEVER ANGLE "A" -
0+17
,ATCH IS LESS THAN 70
OR GREATER THAN 110% OR WHENEVER THE CONNECTOR PIPE IS LOCATED''
--
IN A CORNER, THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE
IS PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID
CUTTING STANDARD LENGTHS OF PIPE,
&
STEPS SHALL BE tOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES 'WITH THE STEPS,
THEY SHALL BE LOCATED ON THE OPPOSITE WALL. STEPS SHALL BE SPACED 300 rnrn (12") APART,
THE TOP STEP SHALL.BE 175 mm (7") BELOW THE TOP OF THE GRATING AND PROJECT 65- mm
(2-1/2"). ALL OTHER -STEPS SHALL PROJECT 130 mm
7
THE FOLLOWING SPPWC ARE INCORPORATED HEREIN:
308 MONOLITHIC CATCH BASIN CONNECTION
T
309 CATCH BASIN REINFORCEMENT
VU
G, DRI IN
LL: H0,
311 FRAME AND GRATING FOR CATCH BASINS
_GU
_4
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
9. 0
B
5
(0) ME
STANDARD PLANS FOIR- PUBLIC WORKS, CONSTRUCTib-N STANDARD PLAN
METRIC
GRAlING
CATCH BASIN ALLE (TRANSVErszir.; 305-2
-OWNWANIMPOMME I Noll. - 91111 Oppilb, IN SHEET 2 OF 2
...... I W CONN.
FOR REFERENGL UNLr, CONS T. PER PRECISE GRA 'ING -PLAN 2UU0 U
U P1VT_ 0'0%82b'pp T
SCALE I pp = 10
Underground Service Alert
CALL
TOLL FREE
1-800
227-2600
0
HORIZONTAL CONTROL nATA
L.011-1
SCALE- 1`10"
SCALE 1 10
107. 62 NOMMESMIZLY 09HER Of
18e PRO rEC
A",
-No
a AO
CURVE TABLE
LINE TABLE
SANDALWOO'D
COURT
Ca
ct
Z:
90*00'0
-1
N89*56'20"E
90000,00
90000,00 J0
1:k3
LINE TABLE
SANDALWOO'D
COURT
Ca
ct
Z:
-1
N89*56'20"E
S89056'20 V
N89*56'20
C:) L�-
L, -j
Qp
Qz
LT
C:�)f
Z)
—CONNECTOR PIPE O_RM0N0_L1TH_1C______
TCH BASIN CONNECTION
CHINESE CHURCH Z --
GRATING CATCH BASIN
PER SPPWC STD. PLN. NO.
J05
�Wl TWO(2) GRATES PER DET. HEREON.
CONST. PER PRECISE GRADING PLAAPMT 2008-00826
Lo
Q;
----------
La I G,
(Z
SEE SECTION ABOVE
�—TRACT BNDRY.
.95
0.5
J.95"
REMOVE tX CURBSIDE1
DRAIN OUTLET AND CO1,VST
E�
X WIDE OURB SIDE OUTLEr SCALE: 1 5
PER CITYSTD. 107BI(NO rH.)
AND PER iSTREET IMPROV LAN
AN VIEW
C'""'URBSIDE D RA I N 00" u"' TL E T
SCALE. 1�-5'
NDAL WOOD COURT
SCALE- 1`40'
'Sr-Ir-4StrDW.APPROTDPRIDviveaEAqA#Ceft�Recisr-SCECABI#Er
''UNDF.AGROUNDIN& RCNOVED BY PC,. RES. 01-18
- ------------ ------------
"ON
CONS TRUC TION NOTES "PTION of REV1151
DESuril
Ift.— REMOVE EXISTING 2' OPENING CURBSIDE DRAIN OUTLET
imw'
AND RECONSTRUCT FOR X OPENING CURBSIDE DRAIN OUTLET
PER CITY STD. 107-B (NO MANHOLE).
CITY of RANCHO CU(".11_11MONGA
DRC 2005-00327 ROW 2008-00207
RAKER A VENUE
mmw &--a
FROM STA. 15+30.00 TO STA. 18+08.37
STREET IMPROVEMENT ID -Al. A N
APPROVED BY -
CITY EN
. . . .. .......... ...... . ...
M
_RCE` NO. 53672
RECOMME ED
1455 AUTO CENTER DRIVE
36637 cfi, MADOLE
W)ZF_3 f 9Exp: 06-30 10 iD WN 'ASSOCIATES, INC. ONTARIO, CA 91761
Engine Comm . . o 909.937.9151
SCILLP Vnifies fo Life www.madoleinc.com
J66J7
CHECKED il!_!!�_CE No
LLPIWI I DAT FILE No
PROJECT SHEET NO.---- OF
WWA
DRA WIN NO
2204
[22% RUN M.T$ M#
LINE TABLE
N89*56'201E
-1
N89*56'20"E
S89056'20 V
N89*56'20
—CONNECTOR PIPE O_RM0N0_L1TH_1C______
TCH BASIN CONNECTION
CHINESE CHURCH Z --
GRATING CATCH BASIN
PER SPPWC STD. PLN. NO.
J05
�Wl TWO(2) GRATES PER DET. HEREON.
CONST. PER PRECISE GRADING PLAAPMT 2008-00826
Lo
Q;
----------
La I G,
(Z
SEE SECTION ABOVE
�—TRACT BNDRY.
.95
0.5
J.95"
REMOVE tX CURBSIDE1
DRAIN OUTLET AND CO1,VST
E�
X WIDE OURB SIDE OUTLEr SCALE: 1 5
PER CITYSTD. 107BI(NO rH.)
AND PER iSTREET IMPROV LAN
AN VIEW
C'""'URBSIDE D RA I N 00" u"' TL E T
SCALE. 1�-5'
NDAL WOOD COURT
SCALE- 1`40'
'Sr-Ir-4StrDW.APPROTDPRIDviveaEAqA#Ceft�Recisr-SCECABI#Er
''UNDF.AGROUNDIN& RCNOVED BY PC,. RES. 01-18
- ------------ ------------
"ON
CONS TRUC TION NOTES "PTION of REV1151
DESuril
Ift.— REMOVE EXISTING 2' OPENING CURBSIDE DRAIN OUTLET
imw'
AND RECONSTRUCT FOR X OPENING CURBSIDE DRAIN OUTLET
PER CITY STD. 107-B (NO MANHOLE).
CITY of RANCHO CU(".11_11MONGA
DRC 2005-00327 ROW 2008-00207
RAKER A VENUE
mmw &--a
FROM STA. 15+30.00 TO STA. 18+08.37
STREET IMPROVEMENT ID -Al. A N
APPROVED BY -
CITY EN
. . . .. .......... ...... . ...
M
_RCE` NO. 53672
RECOMME ED
1455 AUTO CENTER DRIVE
36637 cfi, MADOLE
W)ZF_3 f 9Exp: 06-30 10 iD WN 'ASSOCIATES, INC. ONTARIO, CA 91761
Engine Comm . . o 909.937.9151
SCILLP Vnifies fo Life www.madoleinc.com
J66J7
CHECKED il!_!!�_CE No
LLPIWI I DAT FILE No
PROJECT SHEET NO.---- OF
WWA
DRA WIN NO
2204
[22% RUN M.T$ M#