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Home My WebLink About4353-1s in � s , l ' �i4 ?•� t�f �� 1 i h l `h IMPROVEMENT J�4S iii \dlNpi ,7yy 1.t a t{ Yfyo {24FN a{h1 n��, ^r, 6I144k i \} } f s; IVit S..Fh+ tk,..y i?•kt ,Yk;'"k 44y ;' klf P'>° 4, "rk'<,\�*.,Ntt .,',N �r��-k4. �x`?li•' vii S`'�,�,e..,.,,V!: Fy;''',, ,Yi -r I f 1 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS 33 ALL MANHOLES, CLEAN OUT FRAMES, COVERS AND VALVE BOXES SHALL_ BE RAISED TO FINISHED GRADE BY THE AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION („GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND PAVING CONTRACTOR UPON COMPLETION OF PAVING. STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. —CENTERLINE FUTURE STREET LIGHT LOCATION ,' 34 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL_ RESTORE ALL SIGNING, STRIPING, BARRICADES, 2 WHEN TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER AC PVT FOR RESOLUTION. 35 CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY 10,250 THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 3 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. F. L. —FLOW LINE 36 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE 4 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING RECORD DRAWINGS TO THE CITY ENGINEER. —FINISH SURFACE DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS LF 2 PRIOR TO THE START OF ANY WORK IN PUBLIC RICHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. T.S. —TOP OF CONCRETE SLAB 5 THE CONTRACTOR SHALL CONFIRM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF GAS LINE EXIST. CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC H,P. —HIGH POINT ENGINEER. EA 3 6 IT SHALL_ BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER F. F. --FINISH FLOOR TRAFFIC CONTROL DEVICES AT ALL TIMES. EA4 26 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING 7 THE CONTRACTOR SHALL OBTAIN A PERMIT 'TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 R.D. —ROOF DRAIN FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY, CONCRETE. AVAILABLE RECORDS TO THE BEST OF MY KNOWLEDGE THERE ARE NO 8 THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING R.C.P. —REINFORCED CONCRETE PIPE OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE LF 1O STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND INV. -m--INVERT MOVEMENT. 0STREET 9 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A == —SLOPE SEPARATE PERMIT FOR THAT PURPOSE C[rY OF 10 THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE BE THE CITY OF FONTANA PACIFIC BELL CO. RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, 8353 SIERRA AVENUE ATTN: VIRGINIA BECKER 3939 E. CORONADO STREET AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE FONTANA, CA. 923.35 (909) 350-6632 ANAHEIM, 9 ALERT AT 1-800--227-2600 TWO WORKING DAYS BEFORE EXCAVATION, 1,332 - (714) 666--54677 11 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS CONSTRUCT COMMERCIAL DRWY ENTRANCE PER CITY OF FONTANA STD. NO. 1002 T.R, TELEPHONE, ELECTRIC, CABLE: TELEVISION, LANDSCAPING„ LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM SO. CALIF. GAS. CO. UNDERGROUND SERVICE ALERT DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK ATTN: DENNIS FREEMAN (800) 227-2600 AROUND THEIR FACILITIES. 1981 W. LUGONIA AVENUE SIF 13 REDLANDS, CA. 92374 COMCAST (CAEBLE TV) 12 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY (919) 335-7547 ATTN: JACK HAYES AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND MIATER ME . (800) 427--2200 1205 DUPONT AVENUE REQUIREMENTS. EXIST. ONTARIO, CA, 91761 COMPACTION (ASTM D1557) TO A DEPTH OF AT LEAST 12 INCHES. ASPHALTIC (909) 390--4738 13 CURVE DATA REFERS TO THE FACE OF THE CURB SO, CALIF, EDISON CO. 300 N. PEPPER AVE. SF 15 RIALTO, CA. 9.23766 GENERAL TELEPHONE CO. 14 STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 909 820-5598 `-- UNDERGRND ATTN: STEVE HOCK 910 875--5100 -- TRANS 1400 E. PHILLIPS BLVD, 15 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE 213 637-1233 -- PIPELINES 1909 ONTARIO, CA, 91766 WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND 357-6223 - DISTRICT (800) 422--4133 CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 16 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS SAN BERANRDINO COUNTY INLAND EMPIRE UTILITIES AGENCY WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER, TRANSPORTATION/ FLOOD CONTROL DEPT, 9411 CHERRY AVE., BLDG, A. FONTANA, CA. 92335 17 825 EAST THIRD STREET P.O. BOX 697 17 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH SAN BERNARDINO, CA. RANCHO CUCAMONGA, CA, 91729 MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR, SURVEY MONUMENTS THAT WILL BE 92415-0835 (909) 357-0241 DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK (909) 387 2800 PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. EXIST. P,P. 18 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE FONTANA WATER COMPANY SIT SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. ATTN: AL KROHN C.B. —CATCH BASIN 16803 SPRING ST, EXIST. 19 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT FONTANA, CA. 92335 (909) 822-2201 R= ALL TIMES. 44 LF 20 ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES INSTALL BARRICADE PER CITY OF FONTANA STD. NO. 4000. 2 B.C.R. PER HOUR. 21 THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR E.C.R. PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 116 LF 21 22 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 22000 LUMEN HPSV STREET LIGHT (20OWATT; #20) 30 FT LUMINAIRE HEIGHT PROPOSED I —PROPERTY LINE R/W —RICHT OF WAY t} ,- f-; EXIST. FIRE HYDRANT —CENTERLINE FUTURE STREET LIGHT LOCATION ,' EXIST, WATER METER ARCH, —ARCHITECTURAL. _PROP, C&G AC PVT 24 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON T.C. --TOP OF CURB 10,250 SF (D REMOVE EXISTING CONCRETE PAVEMENT. F. L. —FLOW LINE IMPROVEMENTS. F.S. —FINISH SURFACE 102 LF 2 REMOVE EXISTING CHAIN LINK FENCE, T.S. —TOP OF CONCRETE SLAB ffilVA 7E ► GAS LINE EXIST. POWER POLE H,P. —HIGH POINT 1 EA 3 REMOVE EXISTING FDC AND GUARD POST. F. F. --FINISH FLOOR 1 EA4 26 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING REMOVE EXISTING BLDG. R.D. —ROOF DRAIN CONCRETE. AVAILABLE RECORDS TO THE BEST OF MY KNOWLEDGE THERE ARE NO �_-----.{ � R.C.P. —REINFORCED CONCRETE PIPE 790 LF 1O CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD, NO, 1000. INV. -m--INVERT 0STREET LIGHTING BOX == —SLOPE 93 LF 11 CONSTRUCT CURB TRANSITION FROM 0" TO 8" CF SEE DETAIL ON SHEET 2. F.G, —FINISH GRADE EXIST, STREET LIGHT 28 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEED HAVE BEEN PLACED, INSPECTED RECORD OR NOT SHOWN ON THESE PLANS. CONTRACTOR SHALL BE S.D. —STORM DRAIN 1,332 SF 12 CONSTRUCT COMMERCIAL DRWY ENTRANCE PER CITY OF FONTANA STD. NO. 1002 T.R, —TOP OF RAIL APPURTENNANCES DURING GRADING OPERATIONS AND HE SHALL MAKE OR SIMH (MODIFIED) ST. LT. —STREET LIGHT 5,117 SIF 13 CONSTRUCT 4" THICK CONC. SIDEWALK PER CITY OF FONTANA STD. NO. 1006. G.B. —GRADE BREAK 2 EA 14 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. NO, 1001 H —HEIGHT OF RETAINING EXIST. SIGN COMPACTION (ASTM D1557) TO A DEPTH OF AT LEAST 12 INCHES. ASPHALTIC C.F. —CURB FACE 16,092 SF 15 CONSTRUCT 6.5" MIN. ASPHALT CONC, PAVEMENT OVER 12" MIN (95%) COMPACTED SUBGRADE. B.W. —BACK OF WALK CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING, AND CONFORM TO THE CITY OF FONTANA REQUIREMENTS. TREE L.S. —LANDSCAPING 2 EA 16 CONSTRUCT CATCH BASIN PER STORM DRAIN PIAN, A.B. —AGGREGATE BASE RECOMMENDED BY A GEOTECHNICHAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF P.V.C. —POLYVINYLCHLORIDE 2 EA 17 CONSTRUCT LOCAL DEPRESSION PER CITY STD, DWG, NO. 3003 CASE A. C.I,P, —CAST IRON PIPE 3 EA 1B INSTALL STREET LIGHT PER STREET LIGHTING PLANS. F.H. —FIRE HYDRANT ra EXIST. P,P. —POWER POLE 1,180 SIT 19 SHEET NO, CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD, NO. 403 (W=8'). C.B. —CATCH BASIN x 8`ll/.cl,9 EXIST. GRADE ELEVATION 1 R= —RATE OF GRADE 44 LF 2O INSTALL BARRICADE PER CITY OF FONTANA STD. NO. 4000. 2 B.C.R. —BEGIN CURB RETURN E.C.R. —END CURB RETURN 116 LF 21 CONSTRUCT VARIABLE ASPHALT CONCRETE DIKE PER CITY OF FONTANA STD. NO, 1007 L. P. —LOW POINT PROPOSED AND DETAIL ON SHEET 2. S.W. —STEM WALL 562 SF 22 CONSTRUCT 4" THICK AC PAVEMENT. T O P —TOP OF PIPE B.O.P, —BOTTOM OF PIPE T, F. —TOP OF FOOTING T.W, —TOP OF WALL PROP, C/L PROP. R% MANGO ROAD R/W C,M.B. —CRUSHED MISC. BASE S.F. —SQUARE FEET (0.00) —EXISTING ELEVATION B.O,W. ---BOTTOM OF WALL _ 34 ------- 34 T.G. —TOP OF GRATE 12' 22' 1 22' —� 12' N.G. —NATURAL GRADED-- - TOP --TOP OF SLOPE I TOE —TOE OF SLOPE E. P. —EDGE OF PAVEMENT 6' A.C. —ASPHALT CONCRETE�4 -�PI C.L.F. —CHAIN LINK FENCE ��''° 6` —i 6' �N, CONC, —CONCRETE PKWY DRAIN --PARKWAY DRAIN pF I 2% 2X � ��'n�J H.C.—HANDICAP st op EXIST.—EXISTING�\� TRANS PAD —TRANSFORMER PAD �\ BLDG —BUILDING 13 10 I15 10 13 M.H. —MANHOLE T.B, —TOP OF BERM R, D. —ROOF DRAIN R/R. L, —RIDGE LINE G.B. —GRADE BREAK TYPICAL Sl=-0Tl0N I,E.U.A. —INLAND EMPIRE UTILITIES AGENCY MANGO AVENUE N.R.W. —NON—RECLAIMABLE WASTEWATER NTS TI R &0 S.S.P.W.C. —STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION DCDA —DOUBLE CHECK DETECTOR ASSEMBLY LEGEND 23 A GEOTECHNICHAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL - — EXIST. t} ,- f-; EXIST. FIRE HYDRANT REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. FUTURE STREET LIGHT LOCATION ,' EXIST, WATER METER CURB AND GUTTER (22000 LUMEN HPSV; 200 WATT; 20) _PROP, C&G AC PVT 24 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON EXIST. EXIST, WATER VALVE INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING ��`- �' EXISTING STREET LIGHT .t�,�:� V. OR IMPROVEMENTS. EXIST, GAS VALVE --_ — EXIST. GUY WIRE/DEADMAN 25 THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION ffilVA 7E ► GAS LINE EXIST. POWER POLE AND SHALL CONFORM TO THE CITY OF FONTANA STANDARDS DETAILS. -;pp - -T-- EXIST. TELEPHONE CONDUIT THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR EXIST, TRAFFIC SIGNAL 26 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE EXIST, WATER LINE CONCRETE. AVAILABLE RECORDS TO THE BEST OF MY KNOWLEDGE THERE ARE NO �_-----.{ � EXIST. CROSSWALK SIGNAL EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. 0STREET LIGHTING BOX 27 THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL, THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF - - EXIST, STREET LIGHT 28 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEED HAVE BEEN PLACED, INSPECTED RECORD OR NOT SHOWN ON THESE PLANS. CONTRACTOR SHALL BE `D,,"" , EXIST. STORMDRAIN MANHOLE AND APPROVED, RESPONSIBLE FOR ANY DAMAGE TO EXISTING WATER & SEWER LINES AND - APPURTENNANCES DURING GRADING OPERATIONS AND HE SHALL MAKE OR SIMH EXIST, SEWER MANHOLE 29 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. CAUSE TO BE MADE THE NECESSARY REPAIRS AT HIS EXPENSE. VL T, 0 j EXIST, VAULT PAVEMENT SECTION NOTES: 30 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT, SUBGRADE SOILS SHOULD BE COMPACTED TO A MINIMUM OF 95% RELATIVE ; EXIST. SIGN COMPACTION (ASTM D1557) TO A DEPTH OF AT LEAST 12 INCHES. ASPHALTIC 31 PAVEMENT STRUCTURAL_ SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CONCRETE SHOULD BE COMPACTED TO 95% RELATIVE COMPACTION (CA 304) ,. CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING, AND CONFORM TO THE CITY OF FONTANA REQUIREMENTS. TREE 32 ACTUAL THICKNESS OF A,C. PAVEMENT AND/'OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE AMOUNT OF PAVEMENT WILL BE DETERMINED BY TEST. SUBDIVIDER'S SOILSENGINEER SHALL PROVIDE TESTS AFTER STREETS HAVE BEEN ROUGH RECOMMENDED BY A GEOTECHNICHAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF GRADED. PLAN MUST BE REVISED TO SHOW ACTUAL STRUCTURAL SECTION ISB ., EXIST. TRAFFIC SIGNAL BOX ROUGH GRADING, TO BE CONSTRUCTED. THE TABLES BELOW REPRESENT VARYING A.C. THICKNESSES ALLOWABLE FOR A RANGE OF SUBRADE R- VALUES. EXIST. GAS METER ra EXIST. MAIL BOX T12 EXIST. TELEPHONE MANHOLE x 8`ll/.cl,9 EXIST. GRADE ELEVATION NEW A.C. OVERLAY N; COLD PLANE AND OVERLAY PROPOSED STREET LIGHT BASIS OF BEARINGS: BENCH MARK; THE (BEARINGS SHOWN HEREON ARE SAN BERNARDINO COUNTY SURVEYOR B.M. BASED ON THE CENTERLINE OF : SPSN---00485 FOUND RAILROAD SPIKE IN COUNTY DUMP ROAD AS PER RECORD POWER POLE, 2 MILES NORTH ALONG SIERR/ OF SURVEY BOOK 79 PAGE 6, RECORD AVENUE FROM HIGHLAND AVENUE, 30 FEET OF SURVEY, IN THE CITY OF FONTANA, EAST OF THE C/L OF SIERRA AVENUE, RECORDS OF THE COUNTY OF 2 FEET NORTH OF THE S/E CORNER OF SAN BERNARDINO, STATE OF CALIFORNIA. SEC. 18, TIN, R 5 W, SBBM, FACING N/W, ELEVATION = 1,815.971' NGVD 1929 / FONTAND QUAD ,/ 1980 ADJ.) NUT REVISION DESCRIPTION DATE I ENGR. I CITY I DATE — -- — �A `✓— - — EXIST. CABLE TV CONDUIT � Lq CL n EXIST. EDGE OF A.C. PAVEMENT ,' - EXIST. CURB AND GUTTER BASIN _PROP, C&G AC PVT EXISTING EXIST. SANITARY SEWER R/W NORTH NEW STORM EXIST. NON -RECLAIMABLE WASTEWATER OR INDUSTRIAL SEWER LINE --_ — EXIST. STORM DRAIN — '�- EXIST. GAS LINE i - -T-- EXIST. TELEPHONE CONDUIT FROM 1' TO 25' wl �- EXIST, WATER LINE VICINITY AHEErINDEX DESCRIPTION TITLE SHEET MANGO AVENUE -STREET PLAN AND PROFILE ' 5' 7 (5' EXIST. CONTOURA!' NEW PIPE LINK 1 6 c n PROPERTY LINE i 100� lw NEW FIRE HYDRANT` ` �- I 6 r� , cam; ' E e a 0 ✓' `� Y;o_ r D a NEW WATER METER -F 2� I - p _ era ' i NEW WATER VALVE P — , EXISTING NEW THRUST BLOCK'%'� LO Q_`� PROPOSED GROUND NEW SEWER MANHOLE "- �— PROPOSED c � 6 SIDEWALK a NEW SEWER CLEAN OUT 6 SIDEWALK � Lq CL n NEW SEWER MANHOLE ,' 0- c") <t u D 1 PROs, C$CG 19 NEW CATCH BASIN _PROP, C&G AC PVT PROP, i NEW STORM DRAIN PIPE _i_rl_I5v_kAT 3 JJ� CONSTRUCTION NOTES BUBBLE PROPOSED CONTOUR FROM T16+00.00 TO 3TA 26+00.00