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HomeMy WebLinkAbout2290-3CONSTRUCTION NOTES & QUANTITIES: S EXTENSIONS D -44 4", 6", 10", 12". OR 18" ITEM DESCRIPTION QTY UNIT - ► PRECISE GRADING CONSTRUCTION NOTES O I _ O CONSTRUCT 10' WIDE CONCRETE SIDEWALK, AS SHOWN, SEE LANDSCAPE 180 LF VARIES ARCHITECT PLAN FOR DETAIL E ON SHEET LD -1. �- - CONSTRUCT 8' WIDE CONCRETE SIDEWALK, AS SHOWN, SEE LANDSCAPE 2917 LF ARCHITECT PLAN FOR DETAIL E ON SHEET LD -1. #3 BARS -CONTINUOUS ALHAMBRA FOUNDRY A-2010 GRATE Q3 PROTECT IN PLACE P�q -PARKWAY TYPE (50LBS) TO BE BOLTED OR ANCHORED GRATES ® CONSTRUCT 12" DRAIN BOX PER DETAIL ON THIS SHEET 4 EA 24" BASE W/KNOCKOUTS (870 LBS) s - Q5 INSTALL 10" PVC DRAINAGE PIPE, SDR 35 WITH FITTINGS, AS SHOWN 144 LF N © CONSTRUCT DRAIN OUTLET PER DETAIL ON THIS SHEET 4 EA e ' Q7 REMOVE EXISTING 36" � DROP INLET AND CONSTRUCT JUNCTION 1 EA c THIN WALL KNOCKOUTS STRUCTURE PER CITY OF FONTANA STD DETAIL NO.122 WITH BOLTED OR ��. c ' (TYPICAL EACH SIDE) ANCHORED GRATES INSIDE DIMENSION OF BOX TO BE 3'X6', WITH 2 GRATES. I��\ U-) _ ® INSTALL SEAL TIGHT INSERT LID ON EXISTING SEWER MANHOLE, SOUTH BAY 1 EA �''� off_ FOUNDRY, STD A -26-A, TEL. NO. (714)474-8481, OR EQUAL. CONCRETE SHALL BE CLASS "A" N 3000 PSI ;n Q9 CONSTRUCT CONCRETE SWALE PER DETAIL D -D ON THIS SHEET 2983 LF \\ QUICKSET DRAIN BOX AT LEFT , OR APPROVED A -A iv EQUAL BY THE CITY ENGINEER 1 10 CONSTRUCT CONCRETE MOW STRIP, AS SHOWN, SEE LANDSCAPE ARCHITECT PLAN 287 LF `-` \� �� FOR DETAIL F ON SHEET LD 1. \ ` I` QUICKSET DRAIN A B C D T- -- 11 REMOVE EXISTING CHAIN LINK FENCE 450 LF \� \ \. \\ DB 1212 12 \C5 8 2 22LB IN o 2.5' ` QUANTITIES SHOWN ARE FOR PERMIT PURPOSES ONLY. CONTRACTOR IS TO\`` \\\\,�\ DRAIN BOX DETAIL DETERMINE HIS OWN QUANTITIES TO BID A COMPLETE JOB. \ 1i �� ��\_\ 4 DRAIN OUTLET DETAIL .._ _ EARTHWORK QUANTITIES N.T.S. RAW CUT = 8600 CU.YDS. -_ + \\\ N (SHRINKAGE (159), SUBSIDENCE (.15') = 2950 CU.YDS. N� \ \ FILL = 3650 CU.YDS. �'�\`�/ \ \ ' \ \ \ / \ 3 _ EXPORT = 2000 CU. YDS. \ \\-6" THESE QUANTITIES ARE ESTIMATED FOR BOND AND FEE PURPOSES ONLY.\. \ \ \\\\ \\`\ \ \ \. CONTRACTOR SHALL VERIFY ALL QUANTITIES PRIOR TO BID. ANY EXCESS MATERIAL \\ \1' `, \` II \ `�,�\ \�` -- 1000 / BEYOND THAT REQUIRED FOR EXPORT SHALL BE PLACED WITHIN THE SCE \\ `, ` \ ,.� % - -x, - CORRIDOR IN A LOCATION AND MANNER APPROVED BY THE CITY ENGINEER. \ .. �\ 1 [ o. GAUGE W.W.F. 6" 6 CONCRETE SWALE DETAIL D -D i I, ---------- --- / i ••Y i I _ r r 0 CP `` \ i , r Nj IMPORTANT S.C.G. & M.W.D. NOTICE + i SOUTHERN CALIFORNIA GAS COMPANY S.C.G.) AND THE METROPOLITAN WATER DISTRICT (M.W.D.� REQUIRE SAFETY CONSIDERATIONS TO THEIR PIPELINES DURING C09SIRUCTION PHASE. A REPRESENTATIVE OF EACH COMPANY MUST OBSERVE THE EXCAVATION AROUND OR NEAR THEIR PIPELINE FACILITIES, TO INSURE THEIR PROTECTION AND TO RECORD PERTINENT DATA NECESSARY FOR THEIR OPERATIONS. NO MECHANICAL EQUIPMENT WILL BE PERMITTED TO OPERATE WITHIN THREE (3) FEET OF THE PIPLINES, AND ANY CLOSER WORK MUST BE DONE BY HAND. THE CONTRACTOR SHALL MAKE ARRANGEMENTS FOR S.C.G. OBSERVATION BY CALLING (714) 634-3199 AND FOR M.W.D. OBSERVATION AT (909) 392-2435, AT LEAST TWO WORKING DAYS PRIOR TO THE START OF CONSTRUCTION. 47� Underground Service Alert 00RE Y0 Call: TOLL FREE 1-800 t! 422-4133 TWO WORKING DAYS BEFORE YOU DIG `> NW LINE 0r ,rDRRIDOR 37 IN, --i 1 / + GENERAL NOTES: LEGEND: PRIVATE ENGINEER'S NOTICE TO CONTRACTORS * INCLUDED IN SPECIFICATIONS T.C. TOP OF CURB ELEVATION THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE 1. ALL WORK SHOWN HEREON SHALL BE DONE IN ACCORDANCE WITH THE LASTEST RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF EDITION OF THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", T.G. TOP OF GRATE CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS ("GREEN BOOK"), INCLUDING ALL SUPPLEMENTS AS WRITTEN AND PROMULGATED F.S. FINISHED SURFACE ELEVATION AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY BY THE JOINT COOPERATIVE, COMMITTEE OF THE SOUTHERN CALIFORNIA F.L. FLOW LINE ELEVATION AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION AND THE SOUTHERN F.G. FINISH GROUND ELEVATION CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE CALIFORNIA DISTRICT OF THE ASSOCIATED GENERAL CONTRACTORS OF CALIFORNIA, 36.1 P EXISTING PAD ELEVATION (ADD 1200') ENGINEER HARMLESS FROM ANY AND ALL LIABILTY, REAL OR ALLEGED, WITH THE CITY OF FONTANA STANDARDS AND SPECIFICATIONS, AND CHAPTER 70 IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, OF THE BUILDING CODE, LATEST EDITION. H.P. HIGH POINT ELEVATION EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE -� DIRECTION OF FLOW OWNER OR THE ENGINEER. 2. PRIOR TO THE START OF GRADING, ALL EXISTING VEGETATION AND X EXISTING SPOT ELEVATION DEBRIS, INCLUDING EXISTING STRUCTURES, FOOTINGS, FOUNDATIONS, G.B. GRADE BREAK UNDERGROUND UTILITIES & STRUCTURES RUBBLE, TREES, AND ROOT SYSTEMS SHALL BE REMOVED FROM THE SITE TO THE SATISFACTION OF THE GEOTECHNICAL ENGINEER. �- _ INDICATES 2:1 SLOPE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR -35- PROPOSED CONTOUR (ADD 1200') STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A SEARCH OF 3. AFTER REMOVAL OF DEBRIS, ANY EXISTING FILL OR DISTURBED NATURAL SOILS AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO SHALL BE EXCAVATED TO THE SATISFACTION OF THE GEOTECHNICAL ENGINEER. EXISTING CONTOUR EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE DAYLIGHT LINE OR CONST. LIMITS CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO 4. THE EXPOSED SOILS SHALL THEN BE INSPECTED BY THE SOILS ENGINEER CENTERLINE PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION AND ANY ADDITIONAL OVER -EXCAVATION SHALL THEN BE MADE IN BW BACK OF WALK OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. ACCORDANCE WITH THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS AND LP LOW POINT AS CONTAINED IN THE GEOTECHNICAL REPORT. SMH SEWER MANHOLE "CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE W WATER RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF 5. THE EXPOSED SOILS SHOULD THEN BE SCARIFIED TO A MINIMUM DEPTH OF S SEWER THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND 6 INCHES, BROUGHT TO PROPER MOISTURE CONTENT AND COMPACTED TO AT MUST BE APPROVED BY THE PREPARER OF THESE PLANS." LEAST 90% OF THE MAXIMUM DENSITY AS DETERMINED BY U.B.C. STANDARD 70-1, OR EQUIVALENT COMPACTION SHALL BE OBTAINED BY METHODS SPECIFIED ADD 1200' TO PROPOSED GRADES BY THE GEOTECHNICAL ENGINEER. 6. IF ANY UNKNOWN SUB -SURFACE STRUCTURES ARE ENCOUNTERED DURING CONSTRUCTION, THEY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION SIDEWALK 29 WIDTH 2' OF THE GEOTECHNICAL ENGINEER BEFORE PROCEEDING FURTHER. BATTER #4 4 GRADED SWALE 3:12 2� 2290_--, % 6 MIN o S=11% MIN 7. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR SO AS NOT TO _ G.B.CAUSE ANY MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR ADJACENT 6 6 1 6 1 PROPERTY AT ALL TIMES DURING CONSTRUCTION. ANY MUD OR DEBRIS ON 1 1 PUBLIC PROPERTY SHALL BE REMOVED IMMEDIATELY. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHOD THROUGHOUT THE GRADING AND GRADED SWALE r- I 190 MIN _ ... _.....:._ _.....__ _. _..._- _.. -- 2, BUILDING CONSTRUCTION OPERATIONS. S=1� MIN 2% 8. PRIOR TO THE START OF ANY BUILDING CONSTRUCTION, THE CONTRACTOR INSTALL 6" x 6", 10 GAUGE WWF SHALL FURNISH THE CITY WITH CERTIFICATIONS FROM THE CIVIL ENGINEER AND IN WALKWAY OVER PIPE CROSSINGS. GEOTECHNICAL ENGINEER THAT BUILDING PAD SUBGRADES ARE WITHIN 0.10 FOOT 5 THE WWF SHALL EXTEND 5' MIN. OF THE APPROVED PLANS AND THAT THE PROPER COMPACTION AND PREPARATION -� EACH WAY BEYOND CAOF PIPE. HAS BEEN OBTAINED. 4" 6 CONT. SECTION A- A 9. NO GRADING SHALL COMMENCE WITHOUT OBTAINING GRADING PERMIT AND NOTIFYING GRADING INSPECTOR 24 -HOURS PRIOR TO THE START OF WORK. " MWD COR DOR + - l 27 - / \ > 5 _\ r/ > ! 144" MWD WATERLINE '' (8'- 10DEPTH OF COV --- \.\ �, IN.+ o o ` o o v / t 0 -' 0 V) E C ORRI D CYR,0 -- o / ` 1 ------ !C' '~^-_...-ter r '.'_ ;,.Y��f• r/ , Y, i I ' ate'- ------ - -- --- :, '•,. �/ �------ � LYS - t`\ [SHT - -- _-__ E G- , It N.T.S. 3 i i 4 - INC EDf 11Is / �� / a2 i / �� / ! / i 3i%�i _..... e _ -- [ LJ�� d _ r 31` TOP +I 00 0 10 +-- _ - _ S 1 MIN• INA -H 30 _ - _Nl� 12 10. RESPONSIBILITY FOR GRADING AND INSPECTION SHALL BE ASSUMED BY THE ENGINEERS OF WORK IN ACCORDANCE WITH SECTION 7014 OF THE UNIFORM BUILDING CODE. i 1 <, 11. THE GEOTECHNICAL ENGINEER SHALL ALSO BE RESPONSIBLE TO VERIFY AND ' REPORT THAT PROPER COMPACTION HAS BEEN OBTAINED BY SUBCONTRACTORS AND AGENCIES CONCERNING UTILITY LINE BACKFILL INCLUDING, BUT NOT > > LIMITED TO SEWERS, WATER LINES, ELECTRICAL LINES, GAS AND LANDSCAPE + s `� IRRIGATION LINES. 12. CERT'IFICATES OF FINAL LEFF GRADING ARE TO BE SUBMI TEB TO THE B I DING (FUTURE) C� 13. AN AS -GRADED GRADING PLAN AND CERTIFICATION OF COMPLIANCE WITH SAID GRADING PLAN IS TO BE SUBMITTED TO THE BUILDING AND SAFETY DIVISION PRIOR TO RELEASE OF GRADING BOND AND PRIOR TO FINAL GRADING INSPECTION: 14. ALL SLOPES EXCEEDING 5 FEET IN VERTICAL HEIGHT AND EXCEEDING 5:1 SLOPE ARE TO BE PLANTED WITH APPROVED PLANT MATERIAL AND PROVIDED l WITH APPROVED WATERING SYSTEM. , 15. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS AND CONTRACT SPECIFICATIONS, AS PER SOILS REPORT \ PREPARED BY C.H.J., INC., 85509-3L AND ANY AMENDMENTS THERETO, ARE HEREBY MADE A PART HEREOF. N\ 16. MAINTAIN 5' VERTICAL CLEARANCE BETWEEN WATER AND SEWER LINES. V ! 17. THE UNDERSIGNED CIVIL ENGINEER WILL BE RESPONSIBLE FOR PROFESSIONAL \ INSPECTIONS IN ACCORDANCE WITH SECTION 7014 OF THE UNIFORM BUILDING CODE. fr/ �,------- N JOHN C. HOGAN - ----- - 'RCF '2 &2�-- 0 ,� ECORD DRAWING THE INFORMATION ON THIS DRAWING IS OBTAINED FROM ` OTHERS AND MUST BE VERIFIED IN THE FIELD BY ANYONE PRIOR TO USE OR CONSTRUCTION. LAND PLAN DESIGN GROUP w IS NOT RESPONSIBLE FOR UNDERGROUND FACILITY LOCATIONS OR DEPICTIONS. ALL ABOVE GROUND FACILITIES CAN BE READILY SEEN AND VERIFIED BY THE PARTIES THAT INTEND T. GRADED t �6 _ (n TO USE THE SAME. SWALE LLJ V) CONCRETE SWALE DAYLIGHT LINE S = 1% MIN. 9 ---t----------=---------- 1 ------- _ / } - EXISTING 30 O i 36 `✓ � >- pie-:.�. / ? ...{i°-+-- s--+-'. F -i --i .\ `i / HP GAS MAIN r 4' i i- F ±COVER • _ 5 5 3s �A ; � EXISTING 30 „rte -..-.-...-.- 38. HP ,GAS MAIN 'j\� SOUTH HERITAGE CIRCLE 3 3 5 ± COVER WEST LIBERTY •3s ----�� 37'-PARKWAYLd <; (24.9 T P`.OF 4.9 TG' a �� ` w i- i ------H \ 'r�,`{'%moi` N 18.1 F ? ►yqi ,� 1 2181 �'? J � � ? : .� / -, Ln „% % , i.. j{ �,/ ■ EXIST. 36 �� , CONCR E S L %/ v 3 Fs \ --- r A _. ._ �f .i ,/"c , z W ! DROP INLET /� >/ I_ S = 1%_ 1N: �`ti� o,`O,�\� TO BE REMOVED I _ a -}- o _SE EIDE OF CgRRIDOR \ + /' / / t /� ;' 'I: 3 r0 ,r r CIT BOUNDARY P I _ " , ��` ,�,! i -TR J ` - �? ,tip i t �> 0 \� `\ _ 29 3 P \, ,`�`` !1` E,XI S 1--; r� , . /''� , i- If I TO BE INCLUDED I PARK AREA GF ADING 1 oQROFESS/0 /��k.��OURT yo l<2 f�co�o SET - k,' co DD 0� z ; VA eman nc. P. 3/3 29 m Civil Engineering - Planning - Surveying - Public Works Exp. 3/31/94 � 9 9 9 Y 9 13821 Newport Ave., Suite 200 - Tustin, CA 92680-7803 - 714/544-3404 `PF CIVIL O���Q PREPARED UNDER THE SUPERVISION OF: OF CAL\F 2 -g -a4 C. HOGANY.C.E. 26229 DATE: N0. REVISIONS GRADE SLOPES ROUND DRAIN TO SURE ' THAT TOP OF GR TE 1S LOW POINT FOM ALL DIRECTIONS. ( YP.) -SOILS .E -N (NEER: - RECOR D --DRAYIII NG - - - CHJ I ORPORATED / y �•i::q, P.O. BOX 231 BENCH MARK: 1355 E. COOLEY DRIVE COLTON, CA 92324 FWE 1 (909) 824-7210 USCGS STATION "PACEL: 1963.9± E/0 RAILROAD TRACKS & 28'± S/0 BASE LINE AVENUE. 1.1 MILES PROJECT ADDRESS: E/0 EAST AVENUE. SAME AS CITY BM NO. 364. 7379 SOUTH HERITAGE CIRCLE ENGR'S. DATE CIN DATE ELEVATION 1301.54 FONTANA, CA. 9335 ` . APPROVAL JAPPROVAL GRAPHIC SCALE 0 0 20 40 e0 16 -7111 IN FEET ) I inch - 40 fL PUBLICLY FUNDED G CITY OF FONTANA, CALIFORNIA PUBLIC WORKS DEPARTMENT DRAWN BY SCALE: LL PRECISE GRADING PLAN HORIZ.: 1"=40' DESIGNED BY FOR VILLAGE OF HERITAGE dc LL - S. CHECKED BY UTILITY CORRIDOR PARK DATE: C11 JCH 1/3/94 � JOB N0.DR. N0. ISHT. NO. 0r - APPROVED w L^C.�t.t� t•�s•wor: 3812-026 CITY ENGINEER R.C.E. 25126 2290 1 OF 3 0 DRAWING NO.2290 SHEET 3 OF 23 JN 3812-026 __ <51 3 i i 4 - INC EDf 11Is / �� / a2 i / �� / ! / i 3i%�i _..... e _ -- [ LJ�� d _ r 31` TOP +I 00 0 10 +-- _ - _ S 1 MIN• INA -H 30 _ - _Nl� 12 10. RESPONSIBILITY FOR GRADING AND INSPECTION SHALL BE ASSUMED BY THE ENGINEERS OF WORK IN ACCORDANCE WITH SECTION 7014 OF THE UNIFORM BUILDING CODE. i 1 <, 11. THE GEOTECHNICAL ENGINEER SHALL ALSO BE RESPONSIBLE TO VERIFY AND ' REPORT THAT PROPER COMPACTION HAS BEEN OBTAINED BY SUBCONTRACTORS AND AGENCIES CONCERNING UTILITY LINE BACKFILL INCLUDING, BUT NOT > > LIMITED TO SEWERS, WATER LINES, ELECTRICAL LINES, GAS AND LANDSCAPE + s `� IRRIGATION LINES. 12. CERT'IFICATES OF FINAL LEFF GRADING ARE TO BE SUBMI TEB TO THE B I DING (FUTURE) C� 13. AN AS -GRADED GRADING PLAN AND CERTIFICATION OF COMPLIANCE WITH SAID GRADING PLAN IS TO BE SUBMITTED TO THE BUILDING AND SAFETY DIVISION PRIOR TO RELEASE OF GRADING BOND AND PRIOR TO FINAL GRADING INSPECTION: 14. ALL SLOPES EXCEEDING 5 FEET IN VERTICAL HEIGHT AND EXCEEDING 5:1 SLOPE ARE TO BE PLANTED WITH APPROVED PLANT MATERIAL AND PROVIDED l WITH APPROVED WATERING SYSTEM. , 15. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS AND CONTRACT SPECIFICATIONS, AS PER SOILS REPORT \ PREPARED BY C.H.J., INC., 85509-3L AND ANY AMENDMENTS THERETO, ARE HEREBY MADE A PART HEREOF. N\ 16. MAINTAIN 5' VERTICAL CLEARANCE BETWEEN WATER AND SEWER LINES. V ! 17. THE UNDERSIGNED CIVIL ENGINEER WILL BE RESPONSIBLE FOR PROFESSIONAL \ INSPECTIONS IN ACCORDANCE WITH SECTION 7014 OF THE UNIFORM BUILDING CODE. fr/ �,------- N JOHN C. HOGAN - ----- - 'RCF '2 &2�-- 0 ,� ECORD DRAWING THE INFORMATION ON THIS DRAWING IS OBTAINED FROM ` OTHERS AND MUST BE VERIFIED IN THE FIELD BY ANYONE PRIOR TO USE OR CONSTRUCTION. LAND PLAN DESIGN GROUP w IS NOT RESPONSIBLE FOR UNDERGROUND FACILITY LOCATIONS OR DEPICTIONS. ALL ABOVE GROUND FACILITIES CAN BE READILY SEEN AND VERIFIED BY THE PARTIES THAT INTEND T. GRADED t �6 _ (n TO USE THE SAME. SWALE LLJ V) CONCRETE SWALE DAYLIGHT LINE S = 1% MIN. 9 ---t----------=---------- 1 ------- _ / } - EXISTING 30 O i 36 `✓ � >- pie-:.�. / ? ...{i°-+-- s--+-'. F -i --i .\ `i / HP GAS MAIN r 4' i i- F ±COVER • _ 5 5 3s �A ; � EXISTING 30 „rte -..-.-...-.- 38. HP ,GAS MAIN 'j\� SOUTH HERITAGE CIRCLE 3 3 5 ± COVER WEST LIBERTY •3s ----�� 37'-PARKWAYLd <; (24.9 T P`.OF 4.9 TG' a �� ` w i- i ------H \ 'r�,`{'%moi` N 18.1 F ? ►yqi ,� 1 2181 �'? J � � ? : .� / -, Ln „% % , i.. j{ �,/ ■ EXIST. 36 �� , CONCR E S L %/ v 3 Fs \ --- r A _. ._ �f .i ,/"c , z W ! DROP INLET /� >/ I_ S = 1%_ 1N: �`ti� o,`O,�\� TO BE REMOVED I _ a -}- o _SE EIDE OF CgRRIDOR \ + /' / / t /� ;' 'I: 3 r0 ,r r CIT BOUNDARY P I _ " , ��` ,�,! i -TR J ` - �? ,tip i t �> 0 \� `\ _ 29 3 P \, ,`�`` !1` E,XI S 1--; r� , . /''� , i- If I TO BE INCLUDED I PARK AREA GF ADING 1 oQROFESS/0 /��k.��OURT yo l<2 f�co�o SET - k,' co DD 0� z ; VA eman nc. P. 3/3 29 m Civil Engineering - Planning - Surveying - Public Works Exp. 3/31/94 � 9 9 9 Y 9 13821 Newport Ave., Suite 200 - Tustin, CA 92680-7803 - 714/544-3404 `PF CIVIL O���Q PREPARED UNDER THE SUPERVISION OF: OF CAL\F 2 -g -a4 C. HOGANY.C.E. 26229 DATE: N0. REVISIONS GRADE SLOPES ROUND DRAIN TO SURE ' THAT TOP OF GR TE 1S LOW POINT FOM ALL DIRECTIONS. ( YP.) -SOILS .E -N (NEER: - RECOR D --DRAYIII NG - - - CHJ I ORPORATED / y �•i::q, P.O. BOX 231 BENCH MARK: 1355 E. COOLEY DRIVE COLTON, CA 92324 FWE 1 (909) 824-7210 USCGS STATION "PACEL: 1963.9± E/0 RAILROAD TRACKS & 28'± S/0 BASE LINE AVENUE. 1.1 MILES PROJECT ADDRESS: E/0 EAST AVENUE. SAME AS CITY BM NO. 364. 7379 SOUTH HERITAGE CIRCLE ENGR'S. DATE CIN DATE ELEVATION 1301.54 FONTANA, CA. 9335 ` . APPROVAL JAPPROVAL GRAPHIC SCALE 0 0 20 40 e0 16 -7111 IN FEET ) I inch - 40 fL PUBLICLY FUNDED G CITY OF FONTANA, CALIFORNIA PUBLIC WORKS DEPARTMENT DRAWN BY SCALE: LL PRECISE GRADING PLAN HORIZ.: 1"=40' DESIGNED BY FOR VILLAGE OF HERITAGE dc LL - S. CHECKED BY UTILITY CORRIDOR PARK DATE: C11 JCH 1/3/94 � JOB N0.DR. N0. ISHT. NO. 0r - APPROVED w L^C.�t.t� t•�s•wor: 3812-026 CITY ENGINEER R.C.E. 25126 2290 1 OF 3 0 DRAWING NO.2290 SHEET 3 OF 23 JN 3812-026 __