Loading...
HomeMy WebLinkAbout2691-19. ALL MANHOLES, CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED SIX INCHES BELOW FINISHED GRADE AND SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 10. ALL VALVE BOXES AND COVERS SHALL. BE CONSTRUCTED SIX INCHES BELOW FINISH GRADE AND SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. A 11. REFER TO CITY OF FONTANA UNDERGROUND UTILITY LOCATION STANDARD DETAIL NO. 129. { 12. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRICAL, IA LIGHTING, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, AND FLOOD CONTROL. 13. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD ,DRAWINGS TO THE CITY ENGINEER. 14. TYPE, LOCATION AND- WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. SEE SHEET N 0. 2 15. r . A CONSTRUCTION NOTES & QUANTITIES: ITEM CITY OF FONTANA GENERAL NOTES PRIVATE ENGINEER'S NOTICE TO CONTRACTORS VICINITY FOR 20 CONST. STREET IMPROVEMENT PLANS 1. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE 16. ALL EXPOSED CONCRETE SURFACES SHALL'CONFORM IN GRADE COLOR AND FINISH TO RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF 1. ALL WORK SHALL BE IN , ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS CONST. CROSS GUTTER WITH #4 BAR ® 12" O.C. BOTH WAYS IN GUTTER PORTION. (SIZE PER PLAN) STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY ACCESS RAMP PER CITY OF FONTANA STD. DETAIL 104A. FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK LATEST EDITION). AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE N0. CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE ® CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE AGENCY AND THE 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEER HARMLESS FROM ANY AND ALL LIABILTY, REAL OR ALLEGED, EXISTING CONCRETE SIDEWALK. ENGINEERING DIVISION PRIOR TO START OF ANY WORK. INSPECTION COORDINATION IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, ELECTRIC SHALL BE REQUESTED AT LEASTWO WORKING DAYS PRIOR TO THE START OF ANY EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY'S rT AGENCY OR THE ENGINEER. REMOVE WORK WITHIN THE CITY LIMITS. CALL (909) 350-7610 SOUTHERN CALIFORNIA EDISON CO. 3. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANTS OR WATER MAIN VALVES. 2. THE ENGINEER PREPARING THESE PLANS WILL NOT BE 300 N. PEPPER AVE. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THE CONTRACTOR SHALL NOT CAUSE ANY MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO VALVE OPERATIONS AND WATER REQUIREMENTS. THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND 4' THICK A.C. ACCESS ROAD PER SECTION "A -A' HEREON. ' - MUST BE APPROVED BY THE PREPARER OF THESE PLANS. 4. CURVE DATA REFERS TO THE FACE OF .CURB. PUBLIC PROPERTY SHALL BE REMOVED IMMEDIATELY. DUST SHALL BE CONTROLLED 5. STATIONING REFERS TO 'THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE CONST. BY WATERING OR OTHER APPROVED MEANS. - NOTED. . UNDERGROUND UTILITIES & STRUCTURES 6. THE. _CONTRACTOR SHALL INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR 36" WIDE PCC "V" GUTTER PER DETAIL ON SHEET 3 OF 3. BY THE CITY ENGINEER. STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A SEARCH OF 4 SER AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO 7. ALL UNDERGROUND WORK SHALU BE COMPLETED, TESTED AND APPROVED PRIOR TO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE MIDDLE OF VERTICAL CURVE PAVING OF STREETS. - CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO CITY OF FONTANA _ PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR 8. THE LOCATIONS OF PUBLIC UTILITIES SHOWN HAVE BEEN DETERMINED FROM ANY DAMAGE TO THESE LINES OR STRUCTURES. - AVAILABLE INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE FONTANA, CA. 92335 21. CONTRACTOR TO DETERMINE THE. TRUE LOCATION AND ELEVATION IN THE FIELD OF REDLANDS, CA 92374 (909) 350-6632 ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTIONS TO AVOID DAMAGE ENGINEER. . 'r (909) 335-7744 THERETO. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT FOR UTILITY 22. ADEQUATE CONTROL STAKES SHALL BE- SET BY THE ENGINEER TO ENABLE THE LOCATION BEFORE EXCAVATION AT 800-422-4133. 11 �Itt 9. ALL MANHOLES, CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED SIX INCHES BELOW FINISHED GRADE AND SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 10. ALL VALVE BOXES AND COVERS SHALL. BE CONSTRUCTED SIX INCHES BELOW FINISH GRADE AND SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. A 11. REFER TO CITY OF FONTANA UNDERGROUND UTILITY LOCATION STANDARD DETAIL NO. 129. { 12. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRICAL, IA LIGHTING, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, AND FLOOD CONTROL. 13. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD ,DRAWINGS TO THE CITY ENGINEER. 14. TYPE, LOCATION AND- WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. SEE SHEET N 0. 2 15. APPRC,/ED SOIL STERILANT IS REQUIRED UNDER ALL ASPHALT PAVEMENT PRIOR TO CONSTRUCTION NOTES & QUANTITIES: ITEM PLACING ASPHALT. VICINITY MAP 20 CONST. N.T.S. 30 16. ALL EXPOSED CONCRETE SURFACES SHALL'CONFORM IN GRADE COLOR AND FINISH TO ® CONST. 6" CURB ONLY PER CITY OF FONTANA STD. DETAIL 101. ALL ADJOINING CURBS'AND SIDEWALKS. , CONST. CROSS GUTTER WITH #4 BAR ® 12" O.C. BOTH WAYS IN GUTTER PORTION. (SIZE PER PLAN) © CONST. ACCESS RAMP PER CITY OF FONTANA STD. DETAIL 104A. UTILITY PURVEYORS: 17. N0. CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE ® REMOVE EXISTING 8" CURB & GUTTER BEEN PLACED, INSPECTED. AND APPROVED. REMOVE EXISTING CONCRETE SIDEWALK. 10 SAWCUT ELECTRIC TELEPHONE 18. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY'S EXISTING EDISON TRANSFORMER TO BE RELOCATED BY S.C.E. 13 REMOVE INSPECTOR. .. SOUTHERN CALIFORNIA EDISON CO. PACIFIC BELL DRIVEWAY APPROACH (MAX. 16') PER CITY OF FONTANA STD. DETAIL 102. 15 300 N. PEPPER AVE. 4025 LA PALMA STREET 19. THE CONTRACTOR SHALL NOT CAUSE ANY MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO RIALTO, CA. 92376 ANAHEIM, CA. 92807 4' THICK A.C. ACCESS ROAD PER SECTION "A -A' HEREON. PUBLIC OR ADJACENT PROPERTY DURING CONSTRUCTION. ANY MUD OR DEBRIS ON UNDERGROUND: (909) 357-6233 (714) 237-6146 19 PUBLIC PROPERTY SHALL BE REMOVED IMMEDIATELY. DUST SHALL BE CONTROLLED TRANSMISSIONS: (909) 875-5100 ATTN: DELIA LERMA CONST. BY WATERING OR OTHER APPROVED MEANS. - PIPELINES: (213) 657-1233 P.C.C. POINT OF COMPOUND CURVE 2 DISTRIBUTION: (909) 357-6233 36" WIDE PCC "V" GUTTER PER DETAIL ON SHEET 3 OF 3. 20. THE SOILS ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION AT INTERVALS 4 SER DRAIN (W=PER PLAN) PER A.P.W.A. STD. PLAN 151-1 (SEE DETAIL ON SHT. 3 OF 3) REQUIRED BY THE INSPECTOR. 'FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL GAS M.V.C. MIDDLE OF VERTICAL CURVE REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY sf CNIL 9rFOF CITY OF FONTANA WATER LINE IS OBTAINED. SOUTHERN CALIFORNIA GAS CO. 8353 SIERRA AVE. SEWER LINE - 1981 LUGONIA AVE. FONTANA, CA. 92335 21. ALL MATERIALS AND METHODS ARE SUBJECT THE THE APPROVAL OF THE CITY REDLANDS, CA 92374 (909) 350-6632 ENGINEER. . 'r (909) 335-7744 ATTN: CARLOS NAVARRO 22. ADEQUATE CONTROL STAKES SHALL BE- SET BY THE ENGINEER TO ENABLE THE EMERGENCIES: (800) 427-2200 CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR CABLE CO. SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONTROL STAKING DURING CONSTRUCTION. WATER COMCAST CABLE CUCAMONGA COUNTY WATER DISTRICT 1205 DUPONT AVE. ONTARIO, CA. 91761 23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM 9641 SAN BERNARDINO ROAD (909) 390-4738 UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY RANCHO CUCAMONGA, CA. 91730 ENGINEER MAY REQUIRE TEMPORARY GUNITE SWALES ENTERING OR LEAVING (909) 483-7440 IMPROVEMENTS. WEST R/W 24. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR I 88' CITY FONTANA STREET IMPROVEMENT PLANS FOR TRACT 15958 INDEX MAP SCALE: 1"=100' EAST R/W STRUCTURAL STREET SECTION SHALL BE RECOMMENDED BY A GEOTECHNICAL I ENGINEERING REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON 1 12' 32' 32' 12' i COMPLETION OF ROUGH GRADING. 4' 7.5' 7.5' 4' •25. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION 0.5' 1' 1' 0.5' AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TESTS TAKEN AFTER COMPLETION 1 1 OF ROUGH GRADING. 1 EXIST. A.C. EXIST. 8" CURB 1 EXIST. 8 CURB PAVEMENT & GUTTER & GUTTER L4126. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE MEANS OF 2%2%DUST CONTROL, WHICH SHALL INCLUDE PROVISIONS FOR ADEQUATE WATERING,DURING EXCAVATIONAND GRADING. FUTURE CONC.:5�j�_ __--------------_ _-JEXIST. CONC. SIDEWALK SIDEWALK 27. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR^ THE LOCATION AND PROTECTION EAST AVENUE OF ALL UNDERGROUND FACILITIES WHETHER SHOWN ON THESE PLANS OR NOT. N.T.S. TYPICAL SECTION 28. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL AGENCIES CONCERNED RECORD D RA W I N G WITH THE RELOCATION OF FACILITIES LOCATED WITHIN THE AREA TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION PRIOR TO COMMENCING CONSTRUCTION. The information onthis hfti3obbinafroonoersand A must be veNild In the field by wy!one prior to use or BASIS OF BEARINGS BENCH MARK: 29. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, Construction. MAL. &j EMAN, INC. is not responsible for DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. THE BEARING SHOWN HEREON ARE TOP REINFORCING ROD IN FLOOD underground fAIlyloca�tionsordeptons.ANaboyegroclnd BASED ON THE NORTHERLY LINE CONTROL RETAINING WALL SW COR. - facilities Ean bE lea* seen and verified by the patbas that OF LOT 1 BEING N89'48'30"W PER BANANA & FOOTHILL 30. THE CONTRACTOR SHALL NOT DISTURB- EXISTING SURVEY MONUMENTS OR BENCH # And M 11" A TRACT NAP NO. 13139 FILED IN BOOK #67-5 MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION WITHOUT PRIOR 189 PAGES 64 AND 65, OF MAPS, NOTIFICATION TO THE CIVIL ENGINEER. REMOVAL AND REPLACEMENT SHALL BE DONE RECORDS OF SAN BERNARDINO CO. ELEV. 1214.17 9/67 BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS, WHICH WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF SAID MONUMENTS BY SAID REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. .r a i JJld 'Rteoed Drowimo Dat%4' I R6 I 9•o.1 I mil no; o 24 ' REVISIONS y APPROVAL I DATE I APPROVAL I DATE SEE SHEET N0. 2 VENUE SEE SHEET N 0. 3 BACK OF WALK F.H., ST. UGHT, SIGN, MISC. CURB FACE' GUTTER UP SIDEWALK JOG DETAIL N.T.S. 18' LEVEL LINE .06' - 2% 50' T.W. ELEV. PER RPS GRADING PERIMETER WALL PER SEPARATE PERMIT SEE ROUGH GRADING PLAN PAD ELEV T.F. ELEV. PER RROAUN GRADING PA ILON VARIES I 15' ACCESS ROAD 7.50' 1 QUANTITY 15958 32,570 1,650 8,930 80 1 2 130 450 340 1 1 2 30 5 3 13,180 1 2 70 845 5 2 6' MWD R do VARIES 2•� I MqX A 22 1 22 �% 1 5' MIN LL 1 1 EXIST. GROUND 1 R/W 10 I EX 18' SEWER 1 5� 1 1 18 79 1 1 SEC11ON A -A 1 I SCALE: 1"= 5' 5' 2' I i ( I I 2% 2% I 50' SECTION N.T.S. AUGUSTA WAY HARPER PLACE SHERIDAN WAY SOUTH R/W 1 119' 30' 1 6' 15' 1 1 I% EXIST. CONC. SIDEWALK PER DWG. 1588 31' 1 43' 24' 7' VARIES FROM 24' TO 38' VARIES FROM EXIST. 6' CURB 5' TO 19' /ONLY MEDIAN / do IGUTTERCURB I EXIST. E CURB do GUTTER VARIES FROM - - VARIES FROM 2.75c 3% - _ _ _25X TO 4X - - - - --_--- ----- ---- _- EXIST. A.C. MILLER AVENUE EXIST. A.C. PAVEMENT N.T.S. PAVEMENT TYPICAL SECTION LEGEND: UNIT SF LF SF LF EA EA LF SF SF EA EA EA EA EA EA SF EA EA SF LF EA EA CONSTRUCTION NOTES & QUANTITIES: ITEM DESCRIPTION 10 CONST. 4' MIN. A.C. OVER 6" A.B. *FINAL SECTION TO BE DETERMINED AFTER ROUGH GRADING 20 CONST. 6" CURB & GUTTER PER CITY OF FONTANA STD. DETAIL 101. 30 CONST. 4" THICK P.C.C. SIDEWALK (W=4.5') ® CONST. 6" CURB ONLY PER CITY OF FONTANA STD. DETAIL 101. O CONST. CROSS GUTTER WITH #4 BAR ® 12" O.C. BOTH WAYS IN GUTTER PORTION. (SIZE PER PLAN) © CONST. ACCESS RAMP PER CITY OF FONTANA STD. DETAIL 104A. ---- TRACT BOUNDARY / PROPERTY LINE R� ® REMOVE EXISTING 8" CURB & GUTTER 90 REMOVE EXISTING CONCRETE SIDEWALK. 10 SAWCUT & REMOVE EXISTING A.C. PAVEMENT 11 EXISTING STREET LIGHT TO BE RELOCATED BY S.C.E. 12 EXISTING EDISON TRANSFORMER TO BE RELOCATED BY S.C.E. 13 REMOVE EXISTING TREE. 14 CONST. DRIVEWAY APPROACH (MAX. 16') PER CITY OF FONTANA STD. DETAIL 102. 15 INSTALL 5800 LUMEN COBRAHEAD CUT-OFF LUMINARE MOUNTED ON A "MARBLE LIGHT" STANDARD. MOUNTING HEIGHT SHALL BE 25'. 16 CONST. ACCESS ROAD GATE PER A.P.W.A. STD. 602-1, MODIFIED PER DETAIL ON SHT NO. 17 CONST. 4' THICK A.C. ACCESS ROAD PER SECTION "A -A' HEREON. 18 ADJUST EXISTING SEWER MANHOLE TO GRADE. 19 CONST. COMMERCIAL DRIVEWAY (W=16') PER CITY OF FONTANA STD. DETAIL 102-B 0 CONST. 61/2' A.C. OVER 12" COMPACTED NATIVE SOIL N21 P.C.C. POINT OF COMPOUND CURVE 2 CONST. 36" WIDE PCC "V" GUTTER PER DETAIL ON SHEET 3 OF 3. 0 INSTALL 16,000 LUMEN COBRAHEAD CUT-OFF LUMINARE MOUNTED ON A "MARBLE LIGHT" STANDARD. MOUNTING HEIGHT SHALL BE 25'. 4 CONST. PARKWAY DRAIN (W=PER PLAN) PER A.P.W.A. STD. PLAN 151-1 (SEE DETAIL ON SHT. 3 OF 3) BACK OF WALK F.H., ST. UGHT, SIGN, MISC. CURB FACE' GUTTER UP SIDEWALK JOG DETAIL N.T.S. 18' LEVEL LINE .06' - 2% 50' T.W. ELEV. PER RPS GRADING PERIMETER WALL PER SEPARATE PERMIT SEE ROUGH GRADING PLAN PAD ELEV T.F. ELEV. PER RROAUN GRADING PA ILON VARIES I 15' ACCESS ROAD 7.50' 1 QUANTITY 15958 32,570 1,650 8,930 80 1 2 130 450 340 1 1 2 30 5 3 13,180 1 2 70 845 5 2 6' MWD R do VARIES 2•� I MqX A 22 1 22 �% 1 5' MIN LL 1 1 EXIST. GROUND 1 R/W 10 I EX 18' SEWER 1 5� 1 1 18 79 1 1 SEC11ON A -A 1 I SCALE: 1"= 5' 5' 2' I i ( I I 2% 2% I 50' SECTION N.T.S. AUGUSTA WAY HARPER PLACE SHERIDAN WAY SOUTH R/W 1 119' 30' 1 6' 15' 1 1 I% EXIST. CONC. SIDEWALK PER DWG. 1588 31' 1 43' 24' 7' VARIES FROM 24' TO 38' VARIES FROM EXIST. 6' CURB 5' TO 19' /ONLY MEDIAN / do IGUTTERCURB I EXIST. E CURB do GUTTER VARIES FROM - - VARIES FROM 2.75c 3% - _ _ _25X TO 4X - - - - --_--- ----- ---- _- EXIST. A.C. MILLER AVENUE EXIST. A.C. PAVEMENT N.T.S. PAVEMENT TYPICAL SECTION LEGEND: UNIT SF LF SF LF EA EA LF SF SF EA EA EA EA EA EA SF EA EA SF LF EA EA CITY OF FONTANA, CALIFORNIA QRpFESS/p,� a �D L a rem Inc. DRAWN BY STREET IMPROVEMENT PLANS SCALE: oF ' RLM HORIZ: NO SCALE z z ❑�Civil Engineering - Planning - Surveying - Public Works DESIGNED BY VERT: NO SCALE No. 24573 ^ DLB &RLM TITLE SHEET * 2 545 N. Mountain Ave. Ste. 106 Upland, CA 91786-9997 - (909) 982-7777 CHECKED BY DATE: Exp. 12/31/01 * PREPARED UNDER THE SUPERVISION OF: DLB TRACT NO. 15958 11/25/98 CIVILO���PX� CF CA`\E -G ��_99 JOB N0. PPROVED DR. N0. SHT. N0. .46��RICHA D L. BOWMAN R.C.E. 24573 DATE: 5195 fa,► CITY ENGINEER R.C.E. 25126 2691 1 OF $ c� 0 LO V) rn X: i o� nL0 Lo Q �w af I `n �rn ii oz H.P. HIGH POINT T.C. TOP OF CURB ELEVATION F.S. FINISHED SURFACE ELEVATION F.L. FLOW LINE ELEVATION SHEET MATCH LINE ---- TRACT BOUNDARY / PROPERTY LINE R� XX'X DIRECTION OF FLOW EXISTING SPOT ELEVATION 4 G.B. GRADE BREAK 1 O.C. ON CURB B.C. BEGINNING OF CURVE 1 E.C. END OF CURVE 1 FESS/p" P.R.C. POINT OF REVERSE CURVE % ' �L L e� q Fy v P.C.C. POINT OF COMPOUND CURVE C13 m B.V.C. BEGIN VERTICAL CURVE No. X024573 E.V.C. END OF VERTICAL CURVE Exp. 1231 -OS M.V.C. MIDDLE OF VERTICAL CURVE sf CNIL 9rFOF W WATER LINE CAL�F S SEWER LINE CITY OF FONTANA, CALIFORNIA QRpFESS/p,� a �D L a rem Inc. DRAWN BY STREET IMPROVEMENT PLANS SCALE: oF ' RLM HORIZ: NO SCALE z z ❑�Civil Engineering - Planning - Surveying - Public Works DESIGNED BY VERT: NO SCALE No. 24573 ^ DLB &RLM TITLE SHEET * 2 545 N. Mountain Ave. Ste. 106 Upland, CA 91786-9997 - (909) 982-7777 CHECKED BY DATE: Exp. 12/31/01 * PREPARED UNDER THE SUPERVISION OF: DLB TRACT NO. 15958 11/25/98 CIVILO���PX� CF CA`\E -G ��_99 JOB N0. PPROVED DR. N0. SHT. N0. .46��RICHA D L. BOWMAN R.C.E. 24573 DATE: 5195 fa,► CITY ENGINEER R.C.E. 25126 2691 1 OF $ c� 0 LO V) rn X: i o� nL0 Lo Q �w af I `n �rn ii oz