The URL can be used to link to this page

Home My WebLink About3005-1GENERAL NOTES PROFESSIONAL ENGINEER'S NOTICE TO CONTRACTOR: S TREE T IMPR 0 VEMEN T PLANS PROPOSED 4• EXIST t 30' ERIWT w z 12' ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS. THE CITY OF FONTANA 1 RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL SITEm STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS RESIDENCES 0. 3H ¢ Hw w FOR PUBLIC WORKS CONSTRUCTION ( GREEN BOOK ) . ALL REFRERENCE SPECIFICATIONS % EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. TO off PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. -I 11-1 ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION 3 DEPARTMENT OF LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF COOADINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR EXIST TO THE START OF ANY WORK IN THE PUBLIC RIGHT-OF-WAY WITHIN THE CITY INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS. " THE CIVIL go 12'f LIMITS. CALL (909) 350-7610. IT AVENUE ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS 3. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES. T YPI CA L SECTION AND SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS. CIL CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR STA 22100. 00 TO STA. 23+21. 97 VALVE OPPERA TION AND WATER REQUREMENTS. PER CITY OF FONTANA STD. PLAN NO. 1000 4. CURVE DATA REFERS TO FACE OF CURB. T. I. =6.5 CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE PROPOSED EXIST EXIST RESPONSIBILITY FOR JOB -SITE CONDITIONS DURING THE COURSE OF 5. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND 6. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED. TESTED AND APPROVED PRIOR TO z z PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT 1 12' PAVING OF STREETS. BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL 7. THE LOCATION OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE SITE DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE CIVIL ENGINEER RESIDENCES INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO a U < Ww HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION 2% DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING 1% To 3% T X UTILITIES, AND 0 E EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE 11=1 11=1 1=1 11=1 I I = -1 I I-1 11=1 i--- -i- �- -ice 1-1I II_III_III-1I -1 fII-1 _III WITH THE PERFORMANCE OF WORK 0 T EXCEPTING F N HIS PROJECT, E CEP IMG OR -��=1 _II II -I 9 3 CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1 -BOO -227-2600 TWO 11-1 LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ul -11 I i H W I=1. WORKING DAYS BEFORE EXCA VA TION. w 12,1 r EVC END VERTICAL CURVE JUNIPER AVENUE- ENGINEER. B. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO STA 20+75. 00 TO STA. 22+00. 00 FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND UTIL- FINISHED GROUND T. I. =6.5 ITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH 9. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES PR OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER ASSUMES NO LIABILITY EXISTT INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, R/W FLOW LINE R/ LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, -70, 32' AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITY OR IRRIGA- Q SEWER, STORM DRAIN, FLOOD CONTROL AND CAL TRANS. ALL UTILITY COMPANIES HIGHLAND AVENUE TION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL BE SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FA CIL I TIES. FINISHED SURFACE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF 10. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HEREON, AND RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. REAK GA BREAK FOR ANY DAMAGE OR PROTECTION TO THESE LINES. 11. TYPE, L OCA TION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAIL. LINEAR FEET SIGNING AND STRIPING GENERAL NOTES 12. WHEN CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOL VED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", MIDDLE OF CURB RETURNWALNUT THE CONTRACTOR SHALL IMMEDIA TL Y REPORT SAID CONFLICT TO THE CITY AVE ENGINEER FOR RESOLUTION. I. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA MVC COMMUNITY DEVEL OPEMENT DEPARTMENT, ENGINEERING DEV ISION PRIOR 13. APPROVED SOIL STERILENT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE THE START OF TO PLACEMENT. ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY L IMI TS. CALL 14. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO (909) -350-7610. PORTLAND CEMENT CONCRETE MATCH EXISTING COCRETE. 2. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, PROJECT SITE METHODS AND PROCEDURES DISCRIBED IN THE STATE OF CALIFORNIA 15. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE MANUAL OF TRAFFIC CONTROLS. LATEST NON -METRIC EDITION UNLESS BEEN PLACED, INSPECTED AND APPROVED. OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 3. TWO WORKING DAYS NOTICE TO THE TRAFFIC SECTION IS REQUIRED 16. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN (5) FEET IN DEPTH SHALL � PRIOR TO REMOVAL OF TRAFFIC CONTROL DEVICES OR EQUIPEMENT. BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS POINT OF REVERSING CURVE STOP SIGNS SHALL ONLY BE REMOVED BY CITY PERSONNEL. Ez PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE FEET 4. ALL LABOR, MATERIALS AND EQUIPMENT SHALL CONFORM TO THE CAL TRANS (5) SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXIST FOR GROUND MOVEMENT. "STANDARD PLANS", "STANDARD SPECIFICATIONS" AND "TRAFFIC MANUAL", LATEST NON -METRIC EDITIONS. 17. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCA VA TION OR TRENCH 5. 24 HOUR NOTICE SHALL BE GI VIN TO THE CITY TRAFFIC ENGINEER FOR WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE APPROVAL OF CONTROL POINTS OR "CAT -TRACKING" PRIOR TO DIVISION OF INDUSTRIAL SAFETY. APPLICATION OF PAVEMENT STRIPING. 18. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY 6. THE CONTRACTOR SHALL INSTALL PAVEMENT MARKINGS AND STRIPING INSPECTOR. AS REQUIRED BY THE CITY TRAFFIC ENGINEER. W 7. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE 19. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR LATEST CAL TRANS SIGN SPECIFICATION SHEETS. SIGN CODES SHOWN HEREON DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT ARE TO CONFORM TO CAL TRANS SPECIFICATION SHEET CODES. TRAFFIC OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE SHOWN ON THE PLANS. RIGHT OF WAY B. ALL SIGNS SHALL BE MOUNTED ON GALVANIZED STEEL POST, UNLESS 20. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARACADES, W OTHERWISE SHOWN ON THE PLANS, PER CITY STANDARD DETAIL 139. DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. SD STORM DRAIN 9. STENCILS USED FOR PAVEMENT MA TKI NGS AND LEGENDS SHALL MATCH CITY Z Q OF FONTANA STANDARD STENCILS EXACTLY. 21. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO SF SQUARE FEET OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF 10. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. Uu UNLESS OTHERWISE APPROVED BY THE CITY TRAFFIC ENGINEER. 11. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE 22. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE a Cl T Y ENGINEER. 23. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO SS SANITARY SEWER 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. TAN 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY TOP OF CURB ENGINEER MAY REQUIRE TEMPORARY NON ERODEABLE SWALES ENTERING OR LEAVING O INDICATES CONSTRUCTION NOTE IMPROVEMENTS. EXIST O INDICATES CURVE DATA EXIST PROPOSED AC 25. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES XCT PA VEMENT EXIST GROUND I OR BENCH MARKS WITHOUT PRIOR NOTIFICATION7 T T 0 HE CITY ENGINEER. INDICATES r ACPAVEMENT R/ I 26. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY 5' 5' 4 MONUMENTS MONUMENT TIES AND BENCHMARKSSHALL BE DONE BY REGISTERED INDICATES PCC SURFACING SHEET INDEX CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE' 'VARIES �.1111-= CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO - I-�-..... THAT TIES TO MONUMENETS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE I- I I -1 I L-1; F ... - '' ki i _ - ---- -_ I MONUMENT. I I I-,-� i 1-11177] I 1=1 I - 27. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR 1 TO PA VING OF STREETS. INDICATES AREA OF GRIND AND OVERLAY 2 JUNIPER AVENUE 26. ACTUAL THICKNESS OF A. C. PA VEMENT AND/OR BASE COURSE MA TERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL - REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION INDICATES COMPACTED NATIVE SOIL TYPICAL SECTION 4 OF ROUGH GRADING. STA 24+22. 97 JUNIPER SIGNING AND STRIPING PLANS PER CITY OF FONTANA STD. PLAN NO. 1000 29, THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENCE AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CLOSURE AREA FOR RESIDENCE AND EMERGENCY VEHICLES. 30. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN fhE PUBLIC RIGHT OF WAY EXIST EXIST WITHOUT PRIOR APPROVAL OF THE INSPECTOR. R/W PROPOSED I 31. THE SEWER CONTRACTOR SHALL STAMP AN S IN THE FACE OF THE CURB AT THE EXIST CURB 6 GUTTER L OCA TION OF THE SEWER LATERAL. GROUND PROPOSED AC I 4 PAVEMENT 32. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST f-1 i,= CONTROL, INCLUDING AQEQUA TE WATERING. AT ALL TIMES. VARIES ::::::: -1(1=111-11 I-1 ;LII 1 _I -I_ � - 33. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND - .. ; :::.:' •: 1<: .. _. �_-!I- -- I I ---�'-11 I I-1 I 1=1 PROCEDURES PROCEDUAES DESCRIBED IN THE "W. A. T. C. H. MANUAL " LA TEST EDITION UNLESS , ,_ I_I ' 1=1 11=1 11=1 11=1 I F OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. -1 -� =1 11-1 I I� � III I 1=1 I I ' 34. THECONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND =1' PROCEDURES DESCRIBED IN THE "W. A. T. C. H. MANUAL ", LATEST EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. JUNIPER AVENUE 35. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DEL INEA TORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. T YPI CA L SECTION STA 23+00.00 36. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VEL OCI TIES PER CITY OF FONTANA STD. PLAN NO. 1000 EXCEED 25 MILES PER HOUR. 37. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. S TREE T IMPR 0 VEMEN T PLANS PROPOSED 4• EXIST t 30' ERIWT w z 12' 22' J 12' 1 SCHOOL 1 1 EXISTING SITEm w 3 RESIDENCES 0. 3H ¢ Hw w % 10' w VARIES FROM c� -11`_ 1_1 TO off - - - - - - II_III_III-111_111 _ _111-111-I i 1 I I I I . . hr� -I I I_I I I -III -I I I_I- - :,,; ,, t,.•:: _ _ _ _ - I I I II I I_11=I I I_1 _I _ 4. -I 11-1 • 3 =1 I F 1 12 2 EXIST x w R/W go 12'f IT AVENUE JUNIPER AVENUE SUMMIT AVENUE T YPI CA L SECTION CIL STA 16+5B. 06 TO STA. 20-f-75.00 STA 22100. 00 TO STA. 23+21. 97 PER CITY OF FONTANA STD. PLAN NO. 1000 T. I. =6.5 CY PROPOSED EXIST EXIST R/W I. R/W 34' 30' ECR END CURB RETURN z z A 1 12' 22' 12' SCHOOL 1 I EXISTING SITE zD F- RESIDENCES 0. a U < Ww 2% VARIES FROM 1% To 3% ' 11=1 11=1 1=1 11=1 I I = -1 I I-1 11=1 i--- -i- �- -ice 1-1I II_III_III-1I -1 fII-1 _III :.:•>::.:;::.::.:;:::.::::....... - ------ •;,.,.,;::::::::�=>,-:;-><;��:,-..::::::< - - - - - - - ---_ ------=11 -��=1 _II II -I 9 3 -„•,-EIII-III-III-I�III-III-II1=1-II =1 - 1 Ed 11-1 I -111=1 11=1 I I -I 11=1 11=1 11=1 =i f 1 -I I II i! '-I '' I F9 I F -I 11-I 11-1 11-11 '' - 1 I I I _I 11- � 11-1 EXIST ul -11 I i H W I=1. w 12,1 r EVC END VERTICAL CURVE JUNIPER AVENUE- �� 5 TYPICALSECTION STA 20+75. 00 TO STA. 22+00. 00 PER CITY OF FONTANA STD. PLAN NO. 1000 FINISHED GROUND T. I. =6.5 PR ET EXISTT SED R�W EXIST R/W FLOW LINE R/ �Q O -70, 32' 12' SCHOOL A.B. MILLERSITE HIGH SCHOOL I l0 ' 20 ' 20 ' 10 ' 1 ( I 0.5 ' M Lu Xja �ll�lll Lu U w 2%III 1= I_ VARIES PER -- _._.. _ ., .- -•.. •_ - _.._ _. •_.• I � PLAN -,-- =' ...:,'. ' ' ;; -; � •�-; ; �-�'� �-� �� III -I � � �i'i •i -i 11=11=1 11=1 I I-1 I I -I 11=1 11=1 I I-1� - --- -- - - - - ' - , - - -'" - - -- -- - - --.111=III=III-III III -1 i' • ' -� i I-III=11 �-� I I-111' - -I I I -I 11=1 I I -I -1' 111111=III=III- g CYPRESS AVENUE_ TYPICAL SECTION STA 16+48.27 TO STA. 23+23.78 PER CITY OF FONTANA STD. PLAN N0. 1000 I� CYPRESS DRIVEWAY DETAIL Tll- NOT TO SCALE SCHOOL SITE INDEX MAP SCALE 1 " =300 ' CONSTRUCTION NOTES CONSTRUCT 4 1/2" AC OVER 12" COMPACTED NATIVE SOIL. CONSTRUCT 0.20 ' MINIMUM AC PA VEMENT 0VERLA Y. CONSTRUCT B" PCC CURB AND GUTTER PER CITY OF FONTANA STD. NO. 1003. �4 CONSTRUCT B" AC DIKE PER CITY OF FONTANA STD. NO. 136. FURNISH AND INSTALL TYPE "F" DELINEATORS PER SIGNING AND STRIPING PLANS. J6 FURNISH AND INSTALL 9500 LUMEN FULL CUT-OFF TYPE STREET LIGHTS. PER ClrV $TD. 1016 (7 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. N0.102. (WIDTH PER PLAN) . O CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. NO. 102-C. (WIDTH PER PLAN) . 9 CONSTRUCT SIDEWALK PER CITY OF FONTANATANA STD. NO. 1015. 1 SAWCUT, REMOVE AND DISPOSE OF EXISTING ASPHALT PAVEMENT. 11 SAWCUT, REMOVE AND DISPOSE OF EXISTING CURB AND GUTTER. GRIND EXISTING ASPHALT PAVEMENT 10' FROM SAWCUT LINE (MINIMUM 0.2' DEPTH) . POWER POLES TO BE' REMOVED BY OTHERS. 1 REMOVE AND DISPOSE OF EXISTING TREES. 1 FURNISH AND INSTALL REDWOOD HEADER PER DETAIL SHEET 2. CONSTRUCT UNDERSIDEWALK DRAIN PER CITY OF FONTANA STD. NO. 124. 1 CONSTRUCT 3" THICK AC SWALE OVER COMPACTED 90% RELATIVE NATIVE SOIL. FURNISH AND INSTALL 4'x4* PILFER PROOF TREE GRATE AND ANGLE IRON PER CITY OF FONTANA STD. NO. 141. CONSTRUCT UNDERSIDEWALK DRAIN PER CITY OF FONTANA STD. NO. 124 (MODIFIED TO A 45* ANGLE) . 20 CONSTRUCT CONCRETE HEADWALL PER DETAIL "A " ON SHEET 3. 21 CONSTRUCT CONCRETE HEADWALL PER DETAIL "B" ON SHEET 3. STRIPING CONSTRUCTION NOTES APPLY 4" DOUBLE YELLOW STRIPING PER DETAIL 22. 31 FURNISH AND INSTALL NEW SIGN AS INDICATED ON PLAN. 3 APPL Y 4 " WHITE EDGE LINE. Q FURNISH AND INSTALL TYPE -F" (CLASS 2) DELI NEA TORS PER CAL TRANS STD. A73C. LEGEND AC ASPHALTIC CONCRETE BCR BEGIN CURB RETURN BVC BEGIN VERTICAL CURVE CAB CRUSHED AGGREGATE BASE IT AVENUE SUMMIT AVENUE CIL CENTERLINE CY CUBIC YARDS ECR END CURB RETURN A EP EDGE OF PAVEMENT EVC END VERTICAL CURVE �� 5 FG FINISHED GROUND FL FLOW LINE �Q O Q HIGHLAND AVENUE FS FINISHED SURFACE GB REAK GA BREAK LF LINEAR FEET MOCK MIDDLE OF CURB RETURNWALNUT AVE MVC MIDDLE OF VERTICAL CURVE W W PCC PORTLAND CEMENT CONCRETE Q PROJECT SITE w � Q � PRC POINT OF REVERSING CURVE Ez PIL PROPERTY LINE v W PVI POINT OF VERTICAL INTERSECTION BASELINE ROAD R/W RIGHT OF WAY j W SD STORM DRAIN Z Q SF SQUARE FEET Uu a SS SANITARY SEWER TAN TANGENT GRADE @ CURVE TC TOP OF CURB VICINITY MAP O INDICATES CONSTRUCTION NOTE NOT TO SCALE O INDICATES CURVE DATA 99 ` "' ,. INDICATES EXISTING CONTOUR INDICATES r ACPAVEMENT =.s `sI INDICATES PCC SURFACING SHEET INDEX • SHEET No. SHEET TI TL E INDICATES PCC (CROSS SECTION) 1 TITLE SHEET AND DETAILS INDICATES AREA OF GRIND AND OVERLAY 2 JUNIPER S TREE T IMPROVEMENTS 3 CYPRESS STREET IMPROVEMENTS _- INDICATES COMPACTED NATIVE SOIL 4 JUNIPER SIGNING AND STRIPING PLANS