HomeMy WebLinkAbout3933-1GENERA L NO TES
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE
CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK').
ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED.
2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED
BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY
REPORT SAID CONFLICT TO THE CITY ENIGNEER FOR RESOLUTION.
J. ALL MATERIALSAND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT
DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE
REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY
WITHIN THE CITY LIMITS. CALL (909) 350-7610.
5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED
IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE
DIRECTED BY THE CITY TRAFFIC ENGINEER.
6• IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER
TRAFFIC CONTROL DEVICES AT ALL TIMES.
7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET
OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY.
8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY
SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE
DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL
ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT
9• NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT OBTAINING A SEPARATE
PERMIT FOR THAT PURPOSE.
10• THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL
BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION
OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE
CONTRACTOR SHALL CONTACT UNDERGROUND SERVICEALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE
EXCAVATION.
11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED
TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER,
RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE
GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES.
12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE
AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE
OPERATION AND WATER REQUIREMENTS.
13. CURVE DATA REFERS TO THE FACE OF CURB.
14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED.
15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO
CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION.
16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS
WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER.
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES
AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY
MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE
CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS
CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT.
18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM
12- FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND
EMERGENCY VEHICLES.
19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE
WATERING, AT ALL TIMES.
20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER
HOUR.
21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO
PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR
WRITTEN APPROVAL.
22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED
DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS
OBTAINED.
24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET
IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE
SWALES ENTERING OR LEAVING IMPROVEMENTS.
25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF
-CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS.
26. ALL EXPOSED CONCRETE SURFACES .SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING
CONCRETE.
27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER
LATERAL.
28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED
AND APPROVED.
29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS.
30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT.
31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY
ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING.
32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS
SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR
APPROVAL UPON COMPLETION OF ROUGH GRADING.
33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE
PAVING CONTRACTOR UPON COMPLETION OF PAVING.
34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND
OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.
35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE
CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER.
36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL
PROVIDE RECORD DRAWINGS TO ' THE CITY ENGINEER.
CITY OF FONTANA
STREET IMPR 0 VEMEN T PLANS
S'LY
R/W
N'L Y
R/W
74'-92'
37'-43' CL 37'-49' _ I
a 15' 16'-24' VA IES 16'-24' 15'
�' 12'--14'
TRA C T 1687316874 168750
' ' VARIES VARIES VARIES VARIES
Z 4'- 6 0'- 7' VARIES VARIES , O'- 7' 4'- 6
CI T Y OF FONTANA UTIL I T Y NO T/FICA TION LIST > Q 1 4 6 6 10 c°uRB 13 1 I
CITY OF FONTANA ADELPHIA (CABLE TV) �(�(� Q� Q w �_ 2% 2 0 - ---
ATTN. BRIAN WREN ATTN: JACK HAYES - _ _ 2%
8353 SIERRA AVENUE
rlt/n�,
1205 DUPONT - -; - c 1 - ,=1 I ! O '_1L.:! -
AVENUE o ! 110 (•-' -1 F_i l � ,� ,1 �' �-- I_
FONTANA CA 92335 I CONCRETE . �- { r 1-1 I ; �-._ _r0 1 f ►a _TE
909 350-6632 ONTARIO, CA. 91761�¢o 6 SIDEWALKI �Oi� r ir} 16
O O 1s - SIDEWALK O
( ) 909 390-47 �� v _ r' `-`--! I �--i I-1'
S0. CALIFORNIA GAS COMPANY ( ) 38 I 2 CONC. CURB 13 CURB _ -- CONC. CURB 2
O& GUTTER & GUTTER O
ATI -N. JACK JARVIS VERIZON w M M I T AVE ENTRY STREET NO TE:
16231 VALLEY BLVD. ATTN: STEVE HOCK w
FONTANA, CA. 92335 5 � w
(909) 428-8411 1400 E. PHILLIPS BLVD. C) PRIVATE STREETS AND
EMERGENCIES: (800) 427-2200 POMONA, CA. 91766 w Q VIENNA LANE PUBLIC UTILITIES EASEMENT PER
(909) 469-6327 _j x STA. 10+00 TO STA. 19+06 SEPARATE INSTRUMENT' FOR THE
SO. CALIFORNIA EDISON COMPANY O (PRI VA TE STREET) NORTH HALF OF VIENNA LANE FROM
7951 REDWOOD AVE. FONTANA WATER COMPANY J T.I. -= 6.5
FONTANA, CA. 92335 N TS KNOX A VE. TO PA RKS/DE WA Y
(909) 820-5598 - UNDERGROUND ATTN: MICHAEL J. McGRAW
(909) 875-5100 - TRANSMISSIONS 8440 NUEVO AVENUE
(21, 637-1233 - PIPELINES FONTANA, CA 92335 S'L Y NL Y
(909) 357-6233 -DISTRIBUTION TEL: (909) 822-2201 VICINITY MR/W R/W
CRAWFORD CANYON MUTUAL WATER CO. FAX: (909) 823-5046 92'
ATTN: BASIL J. FABRIZIO NOT TO SCALE
(909) 463-9580 WEST VALLEY WATER DISTRICT 49, CL 43'
WEST SAN BERNARDINO WATER ATTN.- LON TSAI
UNDERGROUND SERVICE ALERT 855 W. BASELINE ROAD
(800) 422-4133 RIALTO, CA 92377 LEGEND 15'-27' 16'-24' VA IES 16'-24' 15'-21 '
12'-14'
SBC VARIES I VARIES VARIES
A TTN JAMES ZIELINSKI SAN GABRIEL VALLEY VARIES CONC.
1265 N. VAN BUREN STREET MUNICIPAL WATER DISTRICT A.C. ASPHALTIC CONCRETE P. C. C. PORTLAND CEMENT CONCRETE VARIES VARIES
B. C. BEGIN CURVE (R) RIDGE LINE 4 -6 0 -7 � 13 0 -7 14'-6)
SUI TE 180 ATTN: DAVE JOHNSON @CONC.B. V.C. BEG. VERTICAL CURVE R/W RIGHT OF WAY 1 6 -10 4 -6 -
CURB
ANAHEIM, CA 92807 549 EAST SIERRA MADRE AVENUE B. W. BACK SIDEWALK TAN. TANGENT 29 2
_ 29' 29�'
714 666-5415 AZUSA, CA. 91702_-.1299 C.B. CATCH BASIN � _-
()
T. C
TOP OF CURB -111 1 ! i= . ; _.� a �=+ +_ y .::::.,::.::. - ,:,,,• .r.:._.. ,-_i;
P. 0. BOX 1299 C.L. CENTERLINE W W/D TN _._;. ; l - i • -
METROPOLITAN WATER DISTRICT ( ) E. C. END CURVE I - I �i I T ► - IOt=II '
909 969- 7911 r=(; ; i=, +-i �' i1(C" !-1 i -`T 1+ i_ ' 1 I t=f i =i 1 I~i =1 �- ,_-1 r_r c ; ;= r
WATER SYSTEM OPERA TION GROUP -�= t - - - I -- �-�+ , . CONCRETE
V VERTICAL DEPTH ;►_-,T -'IiTi�li�IC---�Iul!�_,`r►f-1�•' 6
A TTN• JOE MIRONE E. P. EDGE PAVEMENT 6 E. G. EDGE GRADE (590.69) INDICATES EXISTING ELEVATION IOSIDEWALK _I { t =14 11� �;I!!;T +.! SIDEWALK
(909) 776-2664 VERTICAL CURVE CONC. CURB 2 CONC.
&CGUTTER 2O
E. V. C. END VE 590.69 INDICATES PROPOSED ELEVA TION & GUTTER O
PRI VA TE ENGINEER'S NOTICE TO CONTRA C TORS F. L. FLOW LINE _
F. S FINISH SURFACE ,_� - � - INDICATES SLOPE 2: 1 ENTRY STREET
G.B. GRADE BREAK _,.._,_r ;__,, ``:
THE EXI � CE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES H.P. HIGH POINT D AC PAVEMENT
SHOWN 0 THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; INV. INVERT REMOVAL TREVISO LANE
TO THE BEST- o OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT 0. C. ON CURVE STA. 10+00 TO STA. 11+92
THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE GRIND TYPICAL SECTION
PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE EDGE OF PAVEMENT (PRI VA TE STREET)
DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- /�/ R/W T.I. = 6.5 R/W
SIBILITY .FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT INDICATES VEGETATED SWALE NTS
SHOWN ON THESE DRAWINGS. --
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSI- 60'
BILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION NOTE: I CL
OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY THAT
THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;
FINAL DRIVEWAY LOCATIONS WILL BE DETERMINED BY 10' 20' 20' 10'
AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER THE INDIVIDUAL DEVELOPER AND WILL BE SHOWN ON 0.5' AC PVMNT
AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, THE APPROVED PRECISE GRADING PLANS.
4' +0.01 1 4 0.5'
IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING29y' - - LEVEL LINE 1 29 - - _ 7 I I
FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE :, I y i + - r _ _ -." -
NOTE. ►=f11-ili- = r=�;_,E�► ; Mfr
ENGINEER. _. f -I I 1 H i ,::� - r
OCONC• -�- ti =lr� I =�i �II-`1101+ +1!- 1� --Iii �Il1f-Iir Vii!
SIDEWALK i ,il�1i ill '. 11-��r='' �E= II =0 -- CONC. O
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL ALL VEGETA TED SWALES SHOWN ON THE PLANS ARE TO BE �,_ r i-=� , r �-- +.'-, 6
ii � t+ ��+i,,;,,�rrli�;�,I,- SIDEWALK
DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK. IT IS BUILT PER THE PRECISE GRADING PLANS AND APPROVED WOMP. CONC. CURB
THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF ANY & GUTTER O & GUNC. CURB 2
& GUTTER O
DISCREPANCIES. BEGINNING OF WORK MEANS ACCEPTANCE OF CONDITIONS. 601 TYPICAL SECTION
CONTRACTOR SHALL COMPLY WITH ALL N.P.D.E.S. REQUIREMENTS. PALESTR/NA WAY, PARKS/DE WAY, NOVARA AVE, PIAZZA LANE,
MASSA WAY, PADUA WAY, VERCELLI LANE, PARMA AVE & BARLETTA LANE
CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE BOXES, � � NOTE.' RIM/N/ LANE & VIENNA LANE
UTILITY BOXES AND LIDS, ETC. PRIVATE STREETS AND
PUBLIC UT/LIT/ES EASEMENT (PRI VATYPATE STREET)
An CONS TRUC TION NO TES TR, 16873 TR. 16874 TR. 16875 PER SEPARATE INSTRUMENT T.1. = 5.5 '
FOR THE N/W HALF OF PARKS/DE WAY N rs
CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" COMPACTED F VIENNA LANE TO PALM AVE. R/W R/W
NATIVE MATERIAL. (SEE GENERAL NOTES 31 & 32). 105,814 S.F. 62,988 S.F 113,553 S.F. Q�pFESSIp
2a- CONSTRUCT 6" CF P.C.C. CURB &GUT TER PER CITY STD. PLAN N0. 1000. 6,07 L.F. 3,154 L.F. 5,662 L.F.
3�- CONSTRUCT 8" CF TO 6" CF TRANSITION P.C.C. CURB PER CITY STD. PLAN NO. 1000• 2 Eq 0 EA 0 Fq �� &_m _ 56 _
4O- CONSTRUCT CROSS GUTTER PER CITY ST. PLAN NO. 403. (MODIFIED w-8) C 36637 c: m I CL I
1, 745 S.F. 0 S F. 978 S.F. EXP ,. 10' 18' 18' 10'
(D -CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003.. 6 EA. 3 EA. 6 EA. �s '�It �[.� 0.5' 4' +0.03' 1 AC PVMNT +0.03' 4' � 0.5'
�i
V 1 -11
6 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 100 6. 11,492 S F. 7,564 S F. 16,944 S F. 9 OFC 2Z9 LEVEL LINE
- -- - ---27 ,.
7 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1002. ' r• I 1 i= -1 -It If
u
"N PER PLAN.6,J72
0 S F. 6 372 S.F. 9 912 S.F. .I ` � --- •~~- - .fl
CONC. -',?!- ;.11"=' 4f�-_ I- p- 1 I I !Lt =, 1i_4 - CONC.
7A CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1002, O ! 1:24-
-W-
; _! - ! L -f SIDEWALK
"IN" PER PLAN. R = S.-5 2,597 SF. 0 SF. 0 S.F. SIDEWALK T, .1 _ . '11_f , i-�,+14�
�,�y�SS�� �apFES3/p� CONC. CURB
�Q ��l ��® �,. 0 `� & GUTTER O CONC. CURB 2
8 CONSTRUCT LOCAL DEPRESSION PER A.P. W.A. STD. PLAN 31.3-1 AND DETAIL �.. �,g &GUTTER O
ON PLAN. 7 EA.. 5 EA.. 5 EA.. �; �c3�
o �� 56 TYPICAL SECTION
0 -ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY� ''�' w C 36637 m MANTOVA COURT, VASTO COURT &ELBA COURT
STD. NOS 2000 & 6004. MH 14 / WV 14 EA. MH 6 / WV 4 EA. MH 10 / WV 8 EA. a � No. 36637 �'
TYPICAL SECTION
10 INSTALL STREET NAME SIGN PER CITY STD. NO. 4003 6 EA. 4 EA. 7 EA. j �a� �° � (PRI VA TE STREET)
I f S T.1. = 5.5
11 INSTALL STREET LIGHT, KING LUMINAIRE TYPE K1 18E -EAR- 11- 150 -HPS-KI6-HSS-T5-PR � I, C' ��` 1 QPCAL1Fp@� / �G NTS
EDISON LEXAN (NOSTALGIC POLE), AS SHOWN ON APPROVED MASTER STREET LIGHT PLAN. 29 EA. 19 EA. 34 EA. c 0
12 CONSTRUCT STAMPED ENHANCED AC 'ASHLANSLATE" COLOR: "SLATE" AND STAMPED cwt&
9)
AC BRICK BAND COLOR TERRA COTTA 2,371 S.F 1,896 S F. 1, 700 S.F.
13 CONSTRUCT 6" PCC CURB ONLY PER CITY STD. NO. 100.0 630 L.F. 0 L.F. 170 L.F. R R�
5' 26' 5' �
14 SAWCUT AND REMOVE EXIST. A.C. BERM & 2 WIDE A.C. AND JOIN 133 L.F. 0 L.F. 0 L.F. MIN. DRIVE LANE MIN.
139 MAX.
15 CONSTRUCT SIDEWALK DRAIN PER CITY STD. NO. 3601'.(SIZE 3) 3 EA. 0 EA. o EA. NO TE: 139 MAX. 5 112" RB 29 MIN.
16 CONSTRUCT 6" A.C. DIKE PER CITY STD. ND. /ab7. 0 L.F. 0 L.F. 140 L.F. EACH TRACT SHALL STAND ALONE WITH ALL NECESSARY IMPROVEMENTS TO PROVIDE 29 YIN. VARIES""�`r �'� 29 a~o
k�l 7 coN�TR�/CT PCC PA/�AtL�EL NAND/CAT P�4RI'CING 0 L •S • THE SAME LEVEL OF SERVICES REQUIRED OTHERWISE, ALL INTERNAL IMPROVEMENTS 2q 39,_49. GARAGE c^o
' �"S• AND FACILITIES WITHIN THESE THREE TRACTS SHALL BE COMPLETED IN PLACE. GARAGE
PER DETAIL ON SHT 6 4' CAL TRANS STD. A TO
18 f lei -1 I f-iIt-t4_1
'• ++ +,
CONSTRUCT HANDICAP RAMP PER DETAIL ON SHT 9. cn
0 EA. 0 EA. 2 EA. �,. �� , r +, �„� , T ► �
1-, 4 A.C- PAVMNT
19 INSTALL TEMPORARY BARRICADE. 7 EA. 0 EA. 0 EA. i -TT
/ 20 - CONST = A-CCESS _RAMP PER C/T y STD. /004'. rM! OD/FAW) 0 L S • O L.S./ L . S DEVELOPER: - BENCH MARK: 8_17 BASIS OF BEARINGS: 26' ALLEY SECTION
NORTH FONTANA INVESTMENT COMPANY, LLC
�� BRASS CAP /N THE CONCRETE BASE OF THE BRG. N089'59'31 "E N. T. S.
A(2/) -CONST. 6 CURB ONLY P� STD . /00 D • O L • S . 0 L. S . / L .S�. 1156 N. MOUNTAIN AVENUE THE SOUTH LEG of AN SCE TOWERW
ALONG THE CL SUMMIT AVE (TO BE DONE PER PGP)
UPLAND CA 91785-0670 343 NORTH OF HIGHLAND, a2 M/ WEST
' AS SHOWN ON TR. N0.
A9�_SAWCU7'9"_REAf0V0 EXIST. C J'G /RIF . sZEE VES . O L . S . O L.S. ! L .S, P.O. BOX 670 OF SIERRA AVE OF SAN SEVA/NE RD., 2.65 M/ WEST 16427-1, M.B. 296/7-11.
PHONE 909 985-0971 ELEVA noN. # 1428.609 N
Q REVISION DESCRIPTION DATF ENGR to/" DATF SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS Prepared Under The Supervision Of : C/T Y OF FONTANA, CA Li tr uI IVIA �
O R�ESS/, PREPARED IN THE OFFICE OF o
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF °P�. �- I F MADOLE AND A SSOC/A TES, INC. PI I VA TE STREET T /MPI �O VEI HIEN T PLANS
o �ti
20 `rGj2 DRAWN BY SCALE `n^
_ APPROVAL SHOWN HEREON AND CARRIED FORTH IN A 0 �► i - -- r u o
u N0. 36637 c m 93�2--_.P!_._TS.B__ Ie N-ArE.,_su/T� ?,3�o MVA/CV TITLE SHEET AS SHOWN N
TWO WORKING D/L/GENT MANNER, THE C/TY ENG/NEER MAY REQUIRE * * R�NCH4_=.C_uCAMoNCA -cA O 9/70
Exp: 06-30-06 PHONE (9091_ �8/ - 6322 DESIGNED BY TRACT NOS 6873, '6874 6875 DATE
DAYS BEFORE s Q- I GB FEB 2005
YOU DIG 3 RELc�cc,ATE PgRa LL L HAND/C,4P ,oAR'Jc�/vG �p c,( �• 3 • REWS/ONS TO THE PLANS TO BR/NG THEM INTO �gTFo 1 � F � Date CHECKED BY APP vED / DRAWING No.
TOLL FREE ��1-800-227-2600 2� UP,(7,gTE C /TY s T.�N�� C.4 /-I- OUTS. / '�'d0 CONFORMANCE W/TH CONDITIONS AND STANDARDS /N EFFECT. A CE ass 7 EXP, 6.40-016 SCL � � .Z`, �G /
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT I TIDO � A�A �L�EL cA/V0/CAf� PARK/NG Al 3933 13
u Alo %& _I b'y4 WENDELL L. /WATSURU CITY ENGINEER R.C.E. 51152 DATE
J:\126-2005\streets\st01.dwa. 3/2/2006 1:22:06 PM. Gerrv. Gerry