HomeMy WebLinkAbout5003-1GEM& NMB
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND PROJECT CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS APPROVED PRIOR TO PAVING OF STREETS. �( J
AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT TRACT
18676 LOCATION
AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE PAVEMENT PRIOR TO PLACEMENT. NOS UE
NOTED. 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT
2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED
DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. T PLANS
BEECH IMPROVEMENPRECEDENCE PROVISIONS IN THE GREEN BOOK, THE CONTRACTOR AVENUE
SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL
FOR RESOLUTION. FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A
GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY G. FONTANA PE TRAIL TO MILLER A VENUE
3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL. OF THE
FOR APPROVAL UPON COMPLETION OF ROUGH GRADING.
CITY ENGINEER.
4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES
FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR�� 3�5
UPON COMPLETION OF PAVING.
DIVISION PRIOR TO THE START OF ANY WORK. NOV. 11"20 j �� Ams
INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE I - i ? AVENW--- a LUS
WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC - T �- - �-
RIGHT-OF-WAY WITHIN THE CITY LIMITS. CAU- (909) 350-7610. CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.
I -----------------------
5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL g" VICINITY
�/ A A e
POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, Y'CIN' 1 1 / y 1/lP
CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION
..:...
II ,
EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. TO THE SATISFACTION OF THE CITY ENGINEER. NTS
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO I + ! NOTE.
BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES.
THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS II I - THE AN11T1:5 E UANME AND NO A M TES Of4Y n� ccxvr�+aw SiML PWiRE 7HR ESTMgTE OF QUANUMS
7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION E CITY ENGINEER. I , 9
OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH W I I CONSTRUCTION NOBS
FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. I
8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE 5 I 1a- CONSTRUCT 5.5" AC PAVEMENT (MIN) OVER 12" (MIN) OF 95� COMPACTED NATIVE SOIL
FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE Cff OF FONTANA. UTLIIY NOTMATION LIST al; € - ... PER SOILS REPORT (SEE GENERAL NOTE 31 & 32) 110,724 SF
GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS CITY OF FONTANA AT&T � s jl 2 CONSTRUCT 8" PCC CURB & GUTTER PER CITY STD. PLAN NO. 1000 1,600 LF
OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. 8353 SIERRA AVE 22311 B €II II
ROOKHURST ST SUITE 203 E 3 CONSTRUCT 8" PCC CURB ONLY PER CITY STD. PLAN NO. 1000 2,591 LF
TRENCHES LESS THAN FIVE 5 FEET SHALL ALSO BE GUARDED WHEN ��' I t'
O FONTANA, CA 92335 HUNTINGTON BEACH, CA 92646 €I 4 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 1006 (W=5') 8,000 SF
THE POTENTIAL FOR GROUND MOVEMENT. 909 350-6632 . 0-1
( ) (714) 963-7964 �€3 9 � i
9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC 5 CONSTRUCT CURB ACCESS RAMP PER CITY STD. PLAN NO. 1003 3 EA
SO. CALIF. GAS COMPANY SPRINT
RIGHT-OF-WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR 1981 W. LUGONIA AVE 2592 DUPONT DR 6 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO. 3003 (CASE A) 2 EA
THAT PURPOSE. I ,
REDLANDS, CA 92374 IRVINE, CA 92612 11 s:,4 7 CONSTRUCT CATCH BASIN PER CITY STD. PLAN NO. 3004 ALONG WITH DETAIL C-2 AND D-2 2 EA
10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM
(909) 335-7967 (800) 659-9698
AVAILABLE INFORMATION. HOWEVER IT SHALL BE THE RESPONSIBILITY I '' € 8 INSTALL 22,000 LUMEN 200 WATT H.P.S.V. #20 LAMP PER CITY STD. PLAN NO. 404 5 EA
EMERGENCIES: (800) 427-2200 '
OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE TIME WARNER CABLE f v -w m 9 ADJUST MANHOLE FRAME AND COVER TO GRADE PER CITY STD. NO. 2000 3 EA
LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO SO. CALIF. EDISON COMPANY 1500 AUTO CENTER DR I € 10 INSTALL STREET NAME SIGN PER CITY STD. PLAN N0. 4003 1 EA
EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE 300 N. PEPPER AVE ONTARIO, CA 91761 „ I
CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 909 975-3439
RIALTO, CA 92376 ( ) _ _......- 11 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. PLAN NO. 2000 OR ALHAMBRA
1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 909 820-5598 -UNDERGROUND SUNESYS LLC _ E E '' E FOUNDRY DWG N0. B-40 (C.F. 8") AT THE DIRECTION OF THE CITY ENGINEER AS SHOWN IN DETAIL B-1 6 EA
11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL 909 875-5100 - TRANSMISSION I I
1213)637-1233 -PIPELINES 1325 FICO ST #106I I II,,.._ _ ,I 12 SAWCUT &REMOVE EXISTING AC PAVEMENT TO A CLEAN STRAIGHT UNE (1' MIN.) 126LF
UTILITY COMPANIES INCLUDING, BUT NOT LIMITED T0, GAS,CORONA, CA 92881
TELEPHONE, ELECTRIC, CABLE 'TELEVISION, LANDSCAPING, 909 357-6505 -DISTRIBUTION I 311 j €} 13 GRIND EXISTING PAVEMENT AND OVERLAY FOR SMOOTH TRANSITION AS SHOWN IN DETAIL A-1 ,
DOMESTIC WATER RECLAIMED WATER SEWER,(951) 278-0400 , ^^^fes 1 540 SF
> LANDSCAPE IRRIGATION,
STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY FONTANA WATER COMPANY UNDERGROUND SERVICE ALERT € 3 _ 14 ADJUST WATER VALVE TO GRADE PER CITY S PLAN N0. 6000 AND ADD
COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO 15966 ARROW BOULEVARD (800) 422-4133 € !$ f - - ALHAMBRA FOUNDRY DWG NO. B-40 (C.F. B- IF NECESSARY AT THE DIRECTION OF
FONTANA, CA 92335 ' Y - - €, _ THE CITY ENGINEER AS SHOWN IN DETAIL B-1 1
EA
WORK AROUND THEIR FACILITIES. j i � � � � � a ,
(909) 822-2201 j -m---. 15 CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. PLAN NO. 403, W=8' 1 EA
12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER I€3 �,. t: j i
MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. 16 ADJUST WATER VALVE TO GRADE PER CITY STD. PLAN N0. 6000 2 EA
CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER j 17 STORM DRAIN INLET SIGNAGE PER CITY STD. PLAN NO. 6002
COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 2 EA
13. CURVE DATA REFERS 70 THE FACE OF CURB. I' 18 SAWCUT AND REMOVE CONCRETE AS NECESSARY 300 SF
PWATE EN�4'S NOTICE TO CONTRACTOf# ._..
19 CONSTRUCT ROCK TREATMENT PER CITY STD. 5045. 300 SF
14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT tV
WHERE OTHERWISE NOTED. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES j €
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ;f 20 INSTALL STANDARD BARRICADE PER CITY STD. PLAN NO. 4000 WITH SIGN 2 EA
15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, `` I'' ! "
ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE �.� €3 r 21 CONSTRUCT 4 AC PAVEMENT (MIN.) OVER 12" OF COMPACTED NATIVE SOIL. 1,200 SF
TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE �.
FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER �-
CONTROL STAKING DURING CONSTRUCTION. LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. LES° Is -
16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED 0 INDICATES PROPOSED A.C. PAVEMENT S,
MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME
THE CITY ENGINEER. SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE ® INDICATES REMOVE EXISTING A.C. PAVEMENT s" NOTE;
OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND I I PLACE 3/8" THREAaEO
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND �`�.� �'�•�- " ti " 9 0 "
ANCHORS 0�! EACH SIDE CONSTRUCT SPECIAL CURB COVER FROM
SURVEY MONUMENTS MONUMENT TIES AND BENCHMARKS SHALL BE DONE ®INDICATES OVERLAY EXISTING A.C. PAVEMENT 20 18 1 �J. $ - 8 1/4 STEEL DIAMOND PLATE Tb ABOVE
NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER I �- REGESs DIMENSIONS, USE 3/8" OALVANIZED
BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY - _ r.==�=�:. �� g" FLUSW SCREWS TO SECURE COVER.
SURVEY , MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF -INDICATES CENTERLINE j
THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL WORK ON THIS PROJECT EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE INDICATES RIGHT-OF-WAY LINE I REMOVABLE CURB
- - - - INDICATES EXISTING IMPROVEMENTS I FACE PLATE" .
NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO OF THE DESIGN PROFESSIONAL. I CURB TOP
THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER (t�-- INDICATES EXISTING CONTOUR UNE
REPLACEMENT OF THE MONUMENT. I o
°- STREET LIGHTS I .� CURB FACE
18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS UVA040FM CHANCES AND M& DIRECTION OF FLOW j 3 _3'
BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL L.U.A. LIMITED USE AREA I
BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE
RESIDENTS AND EMERGENCY VEHICLES. FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE L.O.C. LENGTH ON CURVE
PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. L.O.S. LINE OF SIGHT j MANHOLE COVER
19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE I
MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT I RHI1IOVABLE CURB
ALL TIMES. 3 j B FACIE PLATE AW COVER
20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED I 3 I
WIND VELOCITIES EXCEED 25 MILES PER HOUR. R/W SEWER EASEMENT 12' 10' WATER EASEMENT R/W + R/W SEWER EASEMENT 12' 10' WATER EASEMENT R/W NOT TO SCALE
21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD,100, 100,
(EXISTING) I j (EXISTING) (EXISTING) I j (EXISTING)
SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY
ADJACENT TO THE RIGHT-OF-WAY DURING CONSTRUCTION WITHOUT '
PRIOR WRITTEN APPROVAL. j >
22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL I I I I I AC PAVEMENT OVERLAY
OF THE CITY INSPECTOR. EXISITNG GROUND I ' I'` EXISITNG GROUND I Mpy. (MIN. 0.10' THICKNESS)
2X 2% 2 ti 2$ 2% r
23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. Z% I I 2� I
FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE y �- _ p 2 27; PROPOSED 1 5� 0 10' MIN
RE -WORKING OF THAT PORTION OF THE WORK UNTILTHE SPECIFIED
-__-_:---_---__-- u /� AC PAVEMENT MIN. MIN.
S C D
DENSITY IS OBTAINED. 2 �..1r
MAX 3:1 / - - - ---L------------------------- MAX.
r . ��
24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES MAX. ` �` FO THL�__B_ -��
FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE EXISITNG WATER f VEXISITNG WATER
SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODABLE FUTURE SIDEWALK 5E FUTURE SIDEWALK
SWALES ENTERING OR LEAVING IMPROVEMENTS. FUTURE CURB AND GUTTER PROPOSED ROAD INDEX MAP FUTURE CURB AND GUTTER PROPOSED ROAD ACI PAVEMENT
25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SIDE SWALE EXISITNG SEWER SIDE SWALE EXISITNG SEWER SAWCUT AND REMOVE EXISTING (MIN. 0.10' THICKNESS)
SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL SCALE 1"=200' AC PAVEMENT
CONFORM TO -THE CITY OF FONTANA STANDARD DETAILS.
TYPICAL SECTION TYPICAL SECTION
26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, TYPICAL PAVEIIIENT JONV DETAL.
COLOR AND FINISH TO MATCH EXISTING CONCRETE. FROM FOOTHILL BOULEVARD NORTH TO MILLER AVENUE FROM FOOTHILL BOULEVARD NORTH TO MILLER AVENUE /�
27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF PRIMARY HIGHWAY " 100' RMI PRIMARY HIGHWAY " 1W RMI 1 NOT TO SCALE
THE CURB AT THE LOCATION OF THE SEWER LATERAL BEECH AVENUE BEECH AVENUE
STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. STA' ?ZfOO.00 NO STA' 24 35.83 BASIS OF BEAF�VGS• STA 24 35.83 TO STA 37+81.18 1. NO CONSTRUCTION IS ALLOWED UNTIL 4,031- di*� "
28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING NOTE. NIS �.+st av �►:�r c�
c BASIS OF BEARINGS: TAKEN FROM THE CENTERLINE OF LIME AVENUE AS SHOWN RIGHT-OF-WAY IS OBTAINED. utz.1_r�^j ,��,%149 f:Ott. MC-OtA,61S 'F'0Ab - To
0
T1=10.5 ON TRACT NO. 16271-1, M.B. 297/15-18. BEING N 00'01'12" W T1=10.5 Pwv► �r
c
0 REV. REVISION DESCRIPTION DATE ENGR. DATE CITY sHou.D �� OFKNUL BENCHMA ( (SINCE DESTROYED) Prepared By: pFEss� CITY OF FONTANA, CALIFORNIA
o O STC � PREPARED FOR: SPK NOLFED
CITY OF FNORTHAFACECOF POWER PHMARK NO. o�E "ROAD ALLARD ENGINEERING pP Np U q N'��
N0. 1536697E AT THE S.W. CORNER OF SULTANA 4 Fy STREET IMPROVEMENT PLAN
N o TWO YEAW OF THE DATE OF APPROVAL. P (" �� LLC Civil Engineering - Land Surveying - Land Planning y
AVENUE AND BASELINE AVENUE. ELEVATION: 1365.01 � DRAWN BY. SCALE:
SHOMTI F$EON AND CAFi� F TH N A 10370 TRADEMARK STREET 16866 Seville Avenue �' z HMG TRACT 76
DIAL DUMT THE CRY 6� MAY RANCHO CUCAMONGA, SITE Fontana, California 92335 L No. 36052 m AS NOTED
TW❑ WORKING DESIGNED BY. AV DATE:
BEFORE DAYS BEFORE REO" FEVWNS TO TFE PLANE TO CALIFORNIA 91730 SAN BERNARDICA COUNTY BENCHMARK N0. 7-15 909) 356-1815 Fax (909) 356-1795 Exp. 6/30/14 RA PE TRAL: TO MLLER AVENUE MARCH 2013
Q YOU DIG YOU DIG (909) 291-7600 "1970" BRASS CAP IN CONCRETE ABUTMENT, LOCATED - , s� ��
o - LAK` THEN NTO CONFORMANCE WITH FAX (909) 291-7630 34' NORTH OF CENTERLINE OF FOOTHILL BLVD. �� 21 j �rF CIV 1` ' CHECKED BY: APPR D BY: _ e DRAWING NO.:
TOLL FREE 1-800-227-2600 OOIiDITKM AND STANDARW N EFFECT AND 131 WEST OF CENTERLINE OF LIME AVENUE. Eaymond 1. d, A.C.E. 36052 Date OF CALF RJA DATE: 3a 5003
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT AWJMM8EVA7MM�'f (expires 6/30/2014) CITY ENGINEER R.C.E. 51152 3
Fillename: L•\ 15947 Young Homes Lime I and II\Offsite Imporvements\DWG's\streets\BEECH\OFFSITE\BEECH-ST01.dwg
AVENUE
WALNUT
BASELINE
MILLER
AVENUE
:LL
pFOOTH
BOULEVARD
npN
q
O,�
ARROW
BOULEVARD
0
GEM& NMB
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND PROJECT CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS APPROVED PRIOR TO PAVING OF STREETS. �( J
AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT TRACT
18676 LOCATION
AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE PAVEMENT PRIOR TO PLACEMENT. NOS UE
NOTED. 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT
2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED
DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. T PLANS
BEECH IMPROVEMENPRECEDENCE PROVISIONS IN THE GREEN BOOK, THE CONTRACTOR AVENUE
SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL
FOR RESOLUTION. FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A
GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY G. FONTANA PE TRAIL TO MILLER A VENUE
3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL. OF THE
FOR APPROVAL UPON COMPLETION OF ROUGH GRADING.
CITY ENGINEER.
4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES
FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR�� 3�5
UPON COMPLETION OF PAVING.
DIVISION PRIOR TO THE START OF ANY WORK. NOV. 11"20 j �� Ams
INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE I - i ? AVENW--- a LUS
WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC - T �- - �-
RIGHT-OF-WAY WITHIN THE CITY LIMITS. CAU- (909) 350-7610. CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.
I -----------------------
5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL g" VICINITY
�/ A A e
POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, Y'CIN' 1 1 / y 1/lP
CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION
..:...
II ,
EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. TO THE SATISFACTION OF THE CITY ENGINEER. NTS
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO I + ! NOTE.
BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES.
THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS II I - THE AN11T1:5 E UANME AND NO A M TES Of4Y n� ccxvr�+aw SiML PWiRE 7HR ESTMgTE OF QUANUMS
7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION E CITY ENGINEER. I , 9
OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH W I I CONSTRUCTION NOBS
FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. I
8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE 5 I 1a- CONSTRUCT 5.5" AC PAVEMENT (MIN) OVER 12" (MIN) OF 95� COMPACTED NATIVE SOIL
FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE Cff OF FONTANA. UTLIIY NOTMATION LIST al; € - ... PER SOILS REPORT (SEE GENERAL NOTE 31 & 32) 110,724 SF
GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS CITY OF FONTANA AT&T � s jl 2 CONSTRUCT 8" PCC CURB & GUTTER PER CITY STD. PLAN NO. 1000 1,600 LF
OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. 8353 SIERRA AVE 22311 B €II II
ROOKHURST ST SUITE 203 E 3 CONSTRUCT 8" PCC CURB ONLY PER CITY STD. PLAN NO. 1000 2,591 LF
TRENCHES LESS THAN FIVE 5 FEET SHALL ALSO BE GUARDED WHEN ��' I t'
O FONTANA, CA 92335 HUNTINGTON BEACH, CA 92646 €I 4 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 1006 (W=5') 8,000 SF
THE POTENTIAL FOR GROUND MOVEMENT. 909 350-6632 . 0-1
( ) (714) 963-7964 �€3 9 � i
9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC 5 CONSTRUCT CURB ACCESS RAMP PER CITY STD. PLAN NO. 1003 3 EA
SO. CALIF. GAS COMPANY SPRINT
RIGHT-OF-WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR 1981 W. LUGONIA AVE 2592 DUPONT DR 6 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO. 3003 (CASE A) 2 EA
THAT PURPOSE. I ,
REDLANDS, CA 92374 IRVINE, CA 92612 11 s:,4 7 CONSTRUCT CATCH BASIN PER CITY STD. PLAN NO. 3004 ALONG WITH DETAIL C-2 AND D-2 2 EA
10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM
(909) 335-7967 (800) 659-9698
AVAILABLE INFORMATION. HOWEVER IT SHALL BE THE RESPONSIBILITY I '' € 8 INSTALL 22,000 LUMEN 200 WATT H.P.S.V. #20 LAMP PER CITY STD. PLAN NO. 404 5 EA
EMERGENCIES: (800) 427-2200 '
OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE TIME WARNER CABLE f v -w m 9 ADJUST MANHOLE FRAME AND COVER TO GRADE PER CITY STD. NO. 2000 3 EA
LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO SO. CALIF. EDISON COMPANY 1500 AUTO CENTER DR I € 10 INSTALL STREET NAME SIGN PER CITY STD. PLAN N0. 4003 1 EA
EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE 300 N. PEPPER AVE ONTARIO, CA 91761 „ I
CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 909 975-3439
RIALTO, CA 92376 ( ) _ _......- 11 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. PLAN NO. 2000 OR ALHAMBRA
1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 909 820-5598 -UNDERGROUND SUNESYS LLC _ E E '' E FOUNDRY DWG N0. B-40 (C.F. 8") AT THE DIRECTION OF THE CITY ENGINEER AS SHOWN IN DETAIL B-1 6 EA
11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL 909 875-5100 - TRANSMISSION I I
1213)637-1233 -PIPELINES 1325 FICO ST #106I I II,,.._ _ ,I 12 SAWCUT &REMOVE EXISTING AC PAVEMENT TO A CLEAN STRAIGHT UNE (1' MIN.) 126LF
UTILITY COMPANIES INCLUDING, BUT NOT LIMITED T0, GAS,CORONA, CA 92881
TELEPHONE, ELECTRIC, CABLE 'TELEVISION, LANDSCAPING, 909 357-6505 -DISTRIBUTION I 311 j €} 13 GRIND EXISTING PAVEMENT AND OVERLAY FOR SMOOTH TRANSITION AS SHOWN IN DETAIL A-1 ,
DOMESTIC WATER RECLAIMED WATER SEWER,(951) 278-0400 , ^^^fes 1 540 SF
> LANDSCAPE IRRIGATION,
STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY FONTANA WATER COMPANY UNDERGROUND SERVICE ALERT € 3 _ 14 ADJUST WATER VALVE TO GRADE PER CITY S PLAN N0. 6000 AND ADD
COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO 15966 ARROW BOULEVARD (800) 422-4133 € !$ f - - ALHAMBRA FOUNDRY DWG NO. B-40 (C.F. B- IF NECESSARY AT THE DIRECTION OF
FONTANA, CA 92335 ' Y - - €, _ THE CITY ENGINEER AS SHOWN IN DETAIL B-1 1
EA
WORK AROUND THEIR FACILITIES. j i � � � � � a ,
(909) 822-2201 j -m---. 15 CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. PLAN NO. 403, W=8' 1 EA
12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER I€3 �,. t: j i
MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. 16 ADJUST WATER VALVE TO GRADE PER CITY STD. PLAN N0. 6000 2 EA
CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER j 17 STORM DRAIN INLET SIGNAGE PER CITY STD. PLAN NO. 6002
COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 2 EA
13. CURVE DATA REFERS 70 THE FACE OF CURB. I' 18 SAWCUT AND REMOVE CONCRETE AS NECESSARY 300 SF
PWATE EN�4'S NOTICE TO CONTRACTOf# ._..
19 CONSTRUCT ROCK TREATMENT PER CITY STD. 5045. 300 SF
14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT tV
WHERE OTHERWISE NOTED. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES j €
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ;f 20 INSTALL STANDARD BARRICADE PER CITY STD. PLAN NO. 4000 WITH SIGN 2 EA
15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, `` I'' ! "
ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE �.� €3 r 21 CONSTRUCT 4 AC PAVEMENT (MIN.) OVER 12" OF COMPACTED NATIVE SOIL. 1,200 SF
TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE �.
FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER �-
CONTROL STAKING DURING CONSTRUCTION. LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. LES° Is -
16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED 0 INDICATES PROPOSED A.C. PAVEMENT S,
MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME
THE CITY ENGINEER. SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE ® INDICATES REMOVE EXISTING A.C. PAVEMENT s" NOTE;
OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND I I PLACE 3/8" THREAaEO
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND �`�.� �'�•�- " ti " 9 0 "
ANCHORS 0�! EACH SIDE CONSTRUCT SPECIAL CURB COVER FROM
SURVEY MONUMENTS MONUMENT TIES AND BENCHMARKS SHALL BE DONE ®INDICATES OVERLAY EXISTING A.C. PAVEMENT 20 18 1 �J. $ - 8 1/4 STEEL DIAMOND PLATE Tb ABOVE
NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER I �- REGESs DIMENSIONS, USE 3/8" OALVANIZED
BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY - _ r.==�=�:. �� g" FLUSW SCREWS TO SECURE COVER.
SURVEY , MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF -INDICATES CENTERLINE j
THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL WORK ON THIS PROJECT EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE INDICATES RIGHT-OF-WAY LINE I REMOVABLE CURB
- - - - INDICATES EXISTING IMPROVEMENTS I FACE PLATE" .
NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO OF THE DESIGN PROFESSIONAL. I CURB TOP
THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER (t�-- INDICATES EXISTING CONTOUR UNE
REPLACEMENT OF THE MONUMENT. I o
°- STREET LIGHTS I .� CURB FACE
18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS UVA040FM CHANCES AND M& DIRECTION OF FLOW j 3 _3'
BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL L.U.A. LIMITED USE AREA I
BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE
RESIDENTS AND EMERGENCY VEHICLES. FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE L.O.C. LENGTH ON CURVE
PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. L.O.S. LINE OF SIGHT j MANHOLE COVER
19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE I
MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT I RHI1IOVABLE CURB
ALL TIMES. 3 j B FACIE PLATE AW COVER
20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED I 3 I
WIND VELOCITIES EXCEED 25 MILES PER HOUR. R/W SEWER EASEMENT 12' 10' WATER EASEMENT R/W + R/W SEWER EASEMENT 12' 10' WATER EASEMENT R/W NOT TO SCALE
21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD,100, 100,
(EXISTING) I j (EXISTING) (EXISTING) I j (EXISTING)
SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY
ADJACENT TO THE RIGHT-OF-WAY DURING CONSTRUCTION WITHOUT '
PRIOR WRITTEN APPROVAL. j >
22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL I I I I I AC PAVEMENT OVERLAY
OF THE CITY INSPECTOR. EXISITNG GROUND I ' I'` EXISITNG GROUND I Mpy. (MIN. 0.10' THICKNESS)
2X 2% 2 ti 2$ 2% r
23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. Z% I I 2� I
FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE y �- _ p 2 27; PROPOSED 1 5� 0 10' MIN
RE -WORKING OF THAT PORTION OF THE WORK UNTILTHE SPECIFIED
-__-_:---_---__-- u /� AC PAVEMENT MIN. MIN.
S C D
DENSITY IS OBTAINED. 2 �..1r
MAX 3:1 / - - - ---L------------------------- MAX.
r . ��
24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES MAX. ` �` FO THL�__B_ -��
FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE EXISITNG WATER f VEXISITNG WATER
SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODABLE FUTURE SIDEWALK 5E FUTURE SIDEWALK
SWALES ENTERING OR LEAVING IMPROVEMENTS. FUTURE CURB AND GUTTER PROPOSED ROAD INDEX MAP FUTURE CURB AND GUTTER PROPOSED ROAD ACI PAVEMENT
25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SIDE SWALE EXISITNG SEWER SIDE SWALE EXISITNG SEWER SAWCUT AND REMOVE EXISTING (MIN. 0.10' THICKNESS)
SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL SCALE 1"=200' AC PAVEMENT
CONFORM TO -THE CITY OF FONTANA STANDARD DETAILS.
TYPICAL SECTION TYPICAL SECTION
26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, TYPICAL PAVEIIIENT JONV DETAL.
COLOR AND FINISH TO MATCH EXISTING CONCRETE. FROM FOOTHILL BOULEVARD NORTH TO MILLER AVENUE FROM FOOTHILL BOULEVARD NORTH TO MILLER AVENUE /�
27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF PRIMARY HIGHWAY " 100' RMI PRIMARY HIGHWAY " 1W RMI 1 NOT TO SCALE
THE CURB AT THE LOCATION OF THE SEWER LATERAL BEECH AVENUE BEECH AVENUE
STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. STA' ?ZfOO.00 NO STA' 24 35.83 BASIS OF BEAF�VGS• STA 24 35.83 TO STA 37+81.18 1. NO CONSTRUCTION IS ALLOWED UNTIL 4,031- di*� "
28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING NOTE. NIS �.+st av �►:�r c�
c BASIS OF BEARINGS: TAKEN FROM THE CENTERLINE OF LIME AVENUE AS SHOWN RIGHT-OF-WAY IS OBTAINED. utz.1_r�^j ,��,%149 f:Ott. MC-OtA,61S 'F'0Ab - To
0
T1=10.5 ON TRACT NO. 16271-1, M.B. 297/15-18. BEING N 00'01'12" W T1=10.5 Pwv► �r
c
0 REV. REVISION DESCRIPTION DATE ENGR. DATE CITY sHou.D �� OFKNUL BENCHMA ( (SINCE DESTROYED) Prepared By: pFEss� CITY OF FONTANA, CALIFORNIA
o O STC � PREPARED FOR: SPK NOLFED
CITY OF FNORTHAFACECOF POWER PHMARK NO. o�E "ROAD ALLARD ENGINEERING pP Np U q N'��
N0. 1536697E AT THE S.W. CORNER OF SULTANA 4 Fy STREET IMPROVEMENT PLAN
N o TWO YEAW OF THE DATE OF APPROVAL. P (" �� LLC Civil Engineering - Land Surveying - Land Planning y
AVENUE AND BASELINE AVENUE. ELEVATION: 1365.01 � DRAWN BY. SCALE:
SHOMTI F$EON AND CAFi� F TH N A 10370 TRADEMARK STREET 16866 Seville Avenue �' z HMG TRACT 76
DIAL DUMT THE CRY 6� MAY RANCHO CUCAMONGA, SITE Fontana, California 92335 L No. 36052 m AS NOTED
TW❑ WORKING DESIGNED BY. AV DATE:
BEFORE DAYS BEFORE REO" FEVWNS TO TFE PLANE TO CALIFORNIA 91730 SAN BERNARDICA COUNTY BENCHMARK N0. 7-15 909) 356-1815 Fax (909) 356-1795 Exp. 6/30/14 RA PE TRAL: TO MLLER AVENUE MARCH 2013
Q YOU DIG YOU DIG (909) 291-7600 "1970" BRASS CAP IN CONCRETE ABUTMENT, LOCATED - , s� ��
o - LAK` THEN NTO CONFORMANCE WITH FAX (909) 291-7630 34' NORTH OF CENTERLINE OF FOOTHILL BLVD. �� 21 j �rF CIV 1` ' CHECKED BY: APPR D BY: _ e DRAWING NO.:
TOLL FREE 1-800-227-2600 OOIiDITKM AND STANDARW N EFFECT AND 131 WEST OF CENTERLINE OF LIME AVENUE. Eaymond 1. d, A.C.E. 36052 Date OF CALF RJA DATE: 3a 5003
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT AWJMM8EVA7MM�'f (expires 6/30/2014) CITY ENGINEER R.C.E. 51152 3
Fillename: L•\ 15947 Young Homes Lime I and II\Offsite Imporvements\DWG's\streets\BEECH\OFFSITE\BEECH-ST01.dwg