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HomeMy WebLinkAbout2804-1F c c L I c r c c r n 7 I 0 i RAI.Nd6.DALL AVENUE N 89'58' 01" E o LC5 TS & STREET LIGHT TO BE RELOCATED BY OTHERS M i 00 6AAWOT rzeMowe wl f15T- )(-WAW_ • U) 0 0 �t MAtZlt4 NG A6 n a, a� 4 oC M• . o Ca CURVE DATA �xi�f Wo o R= 5 .. Its Z W Vf Q = 90• N 3 w :2 = 7.85' 4o Vo U 5• ml U W VCNffY MAP DQ CURVE DATA - ,� • . . , ; •- , ' C .. 1 -• C . « . G EXIST.D/W �1 ' ,• 6 '� R 35 n s ... _a • • , > » _ _� WM O = 89 57 5 `. 97 N 9 _ ,� , < . . • yJ1 . 5P st EXIST. D/Wtet- EXIST. D gtk S4.�6 / 3 L P 6 �,/ . ,e"'_ -EXIST.. •. hO •. • •• P#4cuT Q •S� V 6 L �. 34.98' ; ..� : ,. ' •. , j I^ •• ..I �• �� TSIDEWALK . • , . . d 93.Lo N89'S8'01" 64.98 G ~--�' ----- TS �c STREET, LIGHT'--- x 2 • ?. W) - -- - - P M BE -RELOCATED BY OTHERS a 1 1 / � �9A .1 R/W ` �• G• LT I ST• STor D1'I tv . f'I'ZD�lL12 __ B . w� .� ' ! R/W 61�7Ut2AL .�20'�TtoN__ A -�G1 a ' a ADDITIONAL D E I CATI O �w�� F� 3 ` X-34 0+� PER 0. R. -3 I EXIST. STORM DRAIN lk PROTECT IN PLACE A , , 0+67.00 BCR a R=35'/ Go z 03 * -..4 .- . R/W .� O � h � • �7 O 13 - 9 10' ADDITIONAL DEDICATION O Cn _ ER 0. R. O j O O �9 �Xtsyf a Z SC�1LLr.• "� =10' 2.15 U) Q • , �Efi 5 7 W W 7 l0 m 160 r' ext 7,. I 40 1 , 20' W I 1+11.50 F ,0 ce WOn Ix' 0 3 ©� 1 +19.00 BCR ti ., o Legend: ,. �N o �► (92.30 TC) z CENTERLINE (91.63 FL) B ' PROPERTY UNE dic RIGHT-OF-WAY LINE 0 CURVE DATA • �• :.: i R= 4 (920� �,ctsT W -IM _ • W h 4 ° �'�' PowEla POLE A = 90' 91 Tc ' i i 'fig o wm WATER METER OR WATER VXVE LE = 6.28 ) (92., 5• 0 STORu DRAIN T = 4 B ' surm 1+35.50 ( D/W '• '• ' C OSMH SEWER MANHOLE W =25 -• . 1 I�. ISL STREET UGHr :, C Ts TRAFFIC SK*&kL . . BLOCK WAIL I �, , I • • .. 4 • a pa PULL BOX/ -A\ CURVE DATA Ft PROPEJM UNE R = 10 ® • RAM► RIGHT-OF-WAY 0 90' • r .�. o = 15.70' :• �, • . �_; ,• . , f /W DRIVE WAY I T= 10'.F-. I � FLOW u 1 +5700 BCR � to � TC TOP OF CURB . X 91.64 TC W6 W� FM HYDRAW FL) ' '' 3 Ce CATCH BASIN I (90.97 7 I ' *LT LIGHT 91.52 TC � (90.85 6g B r N� A.C. P*V : ♦ • r 1+70.00 END CONST. • . • • 9 op ' R'S TFIE LAW ! CAIl AT LEAST T1M0 DIAL BEFORE WORKING GAYS PRIOR YOU DKK:1 TO D(CAVATkJO A L� UNDERGROUND SERVICE ALERT Of soimow CAUrawm BEFORE EXCAVATING THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILIZES BY CONTACTING UTILITY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 �J 9.¢. MEET EXIST. CURB, � ISL •�.. N89'S8'00"E GUTTER 7 SIDEWALK�G I P SAWCUT LINE tK I'VAU L cp � 3110 o 67.97' BENCH MARK: 588 (CITY OF FONTANA) RAILROAD SPICE IN POWER POLE #62796 AT THE NORTRAOM CORNER INTERSECTION OF MARYGOLD AND MANGO AVENUE EL. = 1140.95 (FT) 0 0 0 w 0 0 0 0 0.i ../ Lm REVISION DESCRIPTION --t' 1-10 - PRIVATE ENGINEER'S NOTICES TO CONTRACTORS THE EXISTENCE AND APPROXIMATE LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EX G UTILITIES OR STRUCTURES EXCEPT AS SHOWN ON THESE PLANS. THE ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITIES OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK ON EXCAVATION TO DETERMINE EXACT LOCATION OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON, AND FOR ANY DAMAGE OR PROTECTION OF THESE LINES. THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO USA (UNDERGROUND SERVICE ALERT) TWO DAYS PRIOR TO EXCAVATION ON THIS PROJECT. TOLL FREE N.T.S. 1-800-422-4133 NO CONSTRUCTION PERMIT ISSUED 8Y PUBLIC WORKS DEPARTMENT SHALL BE VALID INVOLVING UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY IDENTIFICATION NUMBER ISSUED BY U.S.A. CONSTRUCTION NOTES 0WVe FAIZVWAY CUW9T _ 000NSTRUCT DRIVEWAY PER CITY STD. 102-C; W=25' Tor( M601hlolr"T MIZ Cl T OF WNTANIA 5-lP PEUL_N_P_-_7 @CONSTRUCT RAMPED CURB RETURN PER CITY STD. 104A (SHT. 1 OF 3) 14 MoplipIov` -------_---- 3 CONSTRUCT SIDEWALK DRAIN PER CITY STD. 124-A (6"0 DRAIN PIPE) Ma FI�A"f� t�5� � '�T a O'G' �� WA -(5, g� 4 PLACE 6 1/2m AC OVER 12" COMPACTED NATIVE SOIL �NC . %GAL 5 o �� u FA4f. TIF_ At.a-IAMJ�t?A F9rl--' 5 CONSTRUCT 8" CURB & GUTTER (MATCH EXISTING) PER ND- A 3904- CITY STD NO 101 o CONSTRUCT.,':L'. ''SIDEWALK PER CITY STDS. REMOVE EXISITING CURB, GUTTER & SIDEWALK F MOVO,..XLtiTIN& M 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA 4 5 MERRILL AVE 5 7 I PROJECT STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 1 '<<' �rj SITE !- 00 W)vD �- N co N - N �- RANDALL AVE �1 �'�05 RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909)350-7610. ENGINEER. Q 23. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER uj Q Lu Q SAN BERNARDINO AVE,- Iro �ME Q Q w Z w Q UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY CFI cm BY. LTG ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING VALLEY BLVD a' IMPROVEMENTS. PAVING OF STREETS. ENGR. CITY 25. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, 7. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE CITY INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENGINEER DQ CURVE DATA - ,� • . . , ; •- , ' C .. 1 -• C . « . G EXIST.D/W �1 ' ,• 6 '� R 35 n s ... _a • • , > » _ _� WM O = 89 57 5 `. 97 N 9 _ ,� , < . . • yJ1 . 5P st EXIST. D/Wtet- EXIST. D gtk S4.�6 / 3 L P 6 �,/ . ,e"'_ -EXIST.. •. hO •. • •• P#4cuT Q •S� V 6 L �. 34.98' ; ..� : ,. ' •. , j I^ •• ..I �• �� TSIDEWALK . • , . . d 93.Lo N89'S8'01" 64.98 G ~--�' ----- TS �c STREET, LIGHT'--- x 2 • ?. W) - -- - - P M BE -RELOCATED BY OTHERS a 1 1 / � �9A .1 R/W ` �• G• LT I ST• STor D1'I tv . f'I'ZD�lL12 __ B . w� .� ' ! R/W 61�7Ut2AL .�20'�TtoN__ A -�G1 a ' a ADDITIONAL D E I CATI O �w�� F� 3 ` X-34 0+� PER 0. R. -3 I EXIST. STORM DRAIN lk PROTECT IN PLACE A , , 0+67.00 BCR a R=35'/ Go z 03 * -..4 .- . R/W .� O � h � • �7 O 13 - 9 10' ADDITIONAL DEDICATION O Cn _ ER 0. R. O j O O �9 �Xtsyf a Z SC�1LLr.• "� =10' 2.15 U) Q • , �Efi 5 7 W W 7 l0 m 160 r' ext 7,. I 40 1 , 20' W I 1+11.50 F ,0 ce WOn Ix' 0 3 ©� 1 +19.00 BCR ti ., o Legend: ,. �N o �► (92.30 TC) z CENTERLINE (91.63 FL) B ' PROPERTY UNE dic RIGHT-OF-WAY LINE 0 CURVE DATA • �• :.: i R= 4 (920� �,ctsT W -IM _ • W h 4 ° �'�' PowEla POLE A = 90' 91 Tc ' i i 'fig o wm WATER METER OR WATER VXVE LE = 6.28 ) (92., 5• 0 STORu DRAIN T = 4 B ' surm 1+35.50 ( D/W '• '• ' C OSMH SEWER MANHOLE W =25 -• . 1 I�. ISL STREET UGHr :, C Ts TRAFFIC SK*&kL . . BLOCK WAIL I �, , I • • .. 4 • a pa PULL BOX/ -A\ CURVE DATA Ft PROPEJM UNE R = 10 ® • RAM► RIGHT-OF-WAY 0 90' • r .�. o = 15.70' :• �, • . �_; ,• . , f /W DRIVE WAY I T= 10'.F-. I � FLOW u 1 +5700 BCR � to � TC TOP OF CURB . X 91.64 TC W6 W� FM HYDRAW FL) ' '' 3 Ce CATCH BASIN I (90.97 7 I ' *LT LIGHT 91.52 TC � (90.85 6g B r N� A.C. P*V : ♦ • r 1+70.00 END CONST. • . • • 9 op ' R'S TFIE LAW ! CAIl AT LEAST T1M0 DIAL BEFORE WORKING GAYS PRIOR YOU DKK:1 TO D(CAVATkJO A L� UNDERGROUND SERVICE ALERT Of soimow CAUrawm BEFORE EXCAVATING THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILIZES BY CONTACTING UTILITY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 �J 9.¢. MEET EXIST. CURB, � ISL •�.. N89'S8'00"E GUTTER 7 SIDEWALK�G I P SAWCUT LINE tK I'VAU L cp � 3110 o 67.97' BENCH MARK: 588 (CITY OF FONTANA) RAILROAD SPICE IN POWER POLE #62796 AT THE NORTRAOM CORNER INTERSECTION OF MARYGOLD AND MANGO AVENUE EL. = 1140.95 (FT) 0 0 0 w 0 0 0 0 0.i ../ Lm REVISION DESCRIPTION --t' 1-10 - PRIVATE ENGINEER'S NOTICES TO CONTRACTORS THE EXISTENCE AND APPROXIMATE LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EX G UTILITIES OR STRUCTURES EXCEPT AS SHOWN ON THESE PLANS. THE ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITIES OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK ON EXCAVATION TO DETERMINE EXACT LOCATION OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON, AND FOR ANY DAMAGE OR PROTECTION OF THESE LINES. THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO USA (UNDERGROUND SERVICE ALERT) TWO DAYS PRIOR TO EXCAVATION ON THIS PROJECT. TOLL FREE N.T.S. 1-800-422-4133 NO CONSTRUCTION PERMIT ISSUED 8Y PUBLIC WORKS DEPARTMENT SHALL BE VALID INVOLVING UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY IDENTIFICATION NUMBER ISSUED BY U.S.A. CONSTRUCTION NOTES 0WVe FAIZVWAY CUW9T _ 000NSTRUCT DRIVEWAY PER CITY STD. 102-C; W=25' Tor( M601hlolr"T MIZ Cl T OF WNTANIA 5-lP PEUL_N_P_-_7 @CONSTRUCT RAMPED CURB RETURN PER CITY STD. 104A (SHT. 1 OF 3) 14 MoplipIov` -------_---- 3 CONSTRUCT SIDEWALK DRAIN PER CITY STD. 124-A (6"0 DRAIN PIPE) Ma FI�A"f� t�5� � '�T a O'G' �� WA -(5, g� 4 PLACE 6 1/2m AC OVER 12" COMPACTED NATIVE SOIL �NC . %GAL 5 o �� u FA4f. TIF_ At.a-IAMJ�t?A F9rl--' 5 CONSTRUCT 8" CURB & GUTTER (MATCH EXISTING) PER ND- A 3904- CITY STD NO 101 o CONSTRUCT.,':L'. ''SIDEWALK PER CITY STDS. REMOVE EXISITING CURB, GUTTER & SIDEWALK F MOVO,..XLtiTIN& M 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA 4 5 Ori, � � 5 7 I 0) STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 1 '<<' �rj •�t9 6 !- 00 W)vD �- N co N - N �- rn r r7 ao �1 �'�05 RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909)350-7610. ENGINEER. 3. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES. 23. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. OPERATION AND WATER REQUIREMENTS. Iro AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 4. CURVE DATA REFERS TO THE FACE OF CURB. 24. CARE SHOULD BE TAKEN TO PREVENT GRADES DITCHES, AND SWALES FROM 5. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY CFI cm BY. LTG ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING DQ CURVE DATA - ,� • . . , ; •- , ' C .. 1 -• C . « . G EXIST.D/W �1 ' ,• 6 '� R 35 n s ... _a • • , > » _ _� WM O = 89 57 5 `. 97 N 9 _ ,� , < . . • yJ1 . 5P st EXIST. D/Wtet- EXIST. D gtk S4.�6 / 3 L P 6 �,/ . ,e"'_ -EXIST.. •. hO •. • •• P#4cuT Q •S� V 6 L �. 34.98' ; ..� : ,. ' •. , j I^ •• ..I �• �� TSIDEWALK . • , . . d 93.Lo N89'S8'01" 64.98 G ~--�' ----- TS �c STREET, LIGHT'--- x 2 • ?. W) - -- - - P M BE -RELOCATED BY OTHERS a 1 1 / � �9A .1 R/W ` �• G• LT I ST• STor D1'I tv . f'I'ZD�lL12 __ B . w� .� ' ! R/W 61�7Ut2AL .�20'�TtoN__ A -�G1 a ' a ADDITIONAL D E I CATI O �w�� F� 3 ` X-34 0+� PER 0. R. -3 I EXIST. STORM DRAIN lk PROTECT IN PLACE A , , 0+67.00 BCR a R=35'/ Go z 03 * -..4 .- . R/W .� O � h � • �7 O 13 - 9 10' ADDITIONAL DEDICATION O Cn _ ER 0. R. O j O O �9 �Xtsyf a Z SC�1LLr.• "� =10' 2.15 U) Q • , �Efi 5 7 W W 7 l0 m 160 r' ext 7,. I 40 1 , 20' W I 1+11.50 F ,0 ce WOn Ix' 0 3 ©� 1 +19.00 BCR ti ., o Legend: ,. �N o �► (92.30 TC) z CENTERLINE (91.63 FL) B ' PROPERTY UNE dic RIGHT-OF-WAY LINE 0 CURVE DATA • �• :.: i R= 4 (920� �,ctsT W -IM _ • W h 4 ° �'�' PowEla POLE A = 90' 91 Tc ' i i 'fig o wm WATER METER OR WATER VXVE LE = 6.28 ) (92., 5• 0 STORu DRAIN T = 4 B ' surm 1+35.50 ( D/W '• '• ' C OSMH SEWER MANHOLE W =25 -• . 1 I�. ISL STREET UGHr :, C Ts TRAFFIC SK*&kL . . BLOCK WAIL I �, , I • • .. 4 • a pa PULL BOX/ -A\ CURVE DATA Ft PROPEJM UNE R = 10 ® • RAM► RIGHT-OF-WAY 0 90' • r .�. o = 15.70' :• �, • . �_; ,• . , f /W DRIVE WAY I T= 10'.F-. I � FLOW u 1 +5700 BCR � to � TC TOP OF CURB . X 91.64 TC W6 W� FM HYDRAW FL) ' '' 3 Ce CATCH BASIN I (90.97 7 I ' *LT LIGHT 91.52 TC � (90.85 6g B r N� A.C. P*V : ♦ • r 1+70.00 END CONST. • . • • 9 op ' R'S TFIE LAW ! CAIl AT LEAST T1M0 DIAL BEFORE WORKING GAYS PRIOR YOU DKK:1 TO D(CAVATkJO A L� UNDERGROUND SERVICE ALERT Of soimow CAUrawm BEFORE EXCAVATING THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILIZES BY CONTACTING UTILITY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 �J 9.¢. MEET EXIST. CURB, � ISL •�.. N89'S8'00"E GUTTER 7 SIDEWALK�G I P SAWCUT LINE tK I'VAU L cp � 3110 o 67.97' BENCH MARK: 588 (CITY OF FONTANA) RAILROAD SPICE IN POWER POLE #62796 AT THE NORTRAOM CORNER INTERSECTION OF MARYGOLD AND MANGO AVENUE EL. = 1140.95 (FT) 0 0 0 w 0 0 0 0 0.i ../ Lm REVISION DESCRIPTION --t' 1-10 - PRIVATE ENGINEER'S NOTICES TO CONTRACTORS THE EXISTENCE AND APPROXIMATE LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EX G UTILITIES OR STRUCTURES EXCEPT AS SHOWN ON THESE PLANS. THE ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITIES OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK ON EXCAVATION TO DETERMINE EXACT LOCATION OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON, AND FOR ANY DAMAGE OR PROTECTION OF THESE LINES. THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO USA (UNDERGROUND SERVICE ALERT) TWO DAYS PRIOR TO EXCAVATION ON THIS PROJECT. TOLL FREE N.T.S. 1-800-422-4133 NO CONSTRUCTION PERMIT ISSUED 8Y PUBLIC WORKS DEPARTMENT SHALL BE VALID INVOLVING UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY IDENTIFICATION NUMBER ISSUED BY U.S.A. CONSTRUCTION NOTES 0WVe FAIZVWAY CUW9T _ 000NSTRUCT DRIVEWAY PER CITY STD. 102-C; W=25' Tor( M601hlolr"T MIZ Cl T OF WNTANIA 5-lP PEUL_N_P_-_7 @CONSTRUCT RAMPED CURB RETURN PER CITY STD. 104A (SHT. 1 OF 3) 14 MoplipIov` -------_---- 3 CONSTRUCT SIDEWALK DRAIN PER CITY STD. 124-A (6"0 DRAIN PIPE) Ma FI�A"f� t�5� � '�T a O'G' �� WA -(5, g� 4 PLACE 6 1/2m AC OVER 12" COMPACTED NATIVE SOIL �NC . %GAL 5 o �� u FA4f. TIF_ At.a-IAMJ�t?A F9rl--' 5 CONSTRUCT 8" CURB & GUTTER (MATCH EXISTING) PER ND- A 3904- CITY STD NO 101 o CONSTRUCT.,':L'. ''SIDEWALK PER CITY STDS. REMOVE EXISITING CURB, GUTTER & SIDEWALK F MOVO,..XLtiTIN& M 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA 20. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND SANDERSON--GUTIERREZ CIVQ, ENGINEERS & LAND SURVEYORS, INC 10050-A 6 TH STREET, RAM OJGIMONGk G 91730 j W -131i JA 90-M Dade !/ �, L GUTIERREZ R.C.E. 28501 3/31 /02 STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 21. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY Of FONTANA ENGINEERING OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST. TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC 22. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909)350-7610. ENGINEER. 3. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES. 23. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. OPERATION AND WATER REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 4. CURVE DATA REFERS TO THE FACE OF CURB. 24. CARE SHOULD BE TAKEN TO PREVENT GRADES DITCHES, AND SWALES FROM 5. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY CFI cm BY. LTG ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING 6. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO IMPROVEMENTS. PAVING OF STREETS. ENGR. CITY 25. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, 7. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE CITY INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENGINEER DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR 26. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-422-4133 TWO WORKING DAYS MONUMENTS, MONUMENT TIES AND BENCHMARKS, SHALL BE DONE BY A REGISTERED BEFORE EXCAVATION. CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE S. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 9. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED T0, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, 27 PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO TAKEN AFTER COMPLETION OF ROUGH GRADING. WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES 28. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR 10. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 11. 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 29. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND DETAILS. BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 12. WHEN CONFLICT IF FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE 30. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR WITHOUT PRIOR APPROVAL OF THE INSPECTOR. RESOLUTION. 31. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT 13. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO THE LOCATION OF THE SEWER LATERAL. PLACEMENT. 32. THE CONTRACTOR SHALL PROVIDED AND MAINTAIN AN EFFECTIVE MEANS OF 14. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. MATCH EXISTING CONCRETE. 33. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, 15. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN METHODS AND PROCEDURES DESCRIBED IN THE "W.A.T.C.H. MANUAL", LATEST EDITION PLACED, INSPECTED AND APPROVED. UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 16. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF SATISFACTION OF THE CITY TRAFFIC ENGINEER. CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 35. IT SHALL BE AT THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHERS TRAFFIC CONTROL DEVICES AT ALL 'TIMES. 17. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH NI'OR#C FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF 3fi. ALL GRADING OPERATIONS SHALL BE DISCONTINUES WHEN SUSTAINED WIND INDUSTRIAL SAFETY. VELOCITIES EXCEED 25 MILES PER HOUR. 18. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY 37. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRtWLERS INSPECTOR. AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 19. THE CONTRACTOR SHALL -NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS .- _.:: _ 3e.. A PI2f--GONSTIZUCrl0N MEETING 15 1`2"UIRW TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT-OF-WAY Wr-W liOW WI1I4 TRO, FoLI.OWI NG ?150 PI'1-ESEt+I"f 6oNTIzAGTp12, ovmaa, DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. GITY I NSpfGTorL, GIT`( ENL I N"r2-IIJG jANb GIT`f TtZA1r?I G . Vie, rZ"Uj rLf-,17 =:- DfWg1'L OF WOrz4e- R4z TW -FIC -1 !IGNAL. R*lo GATION WILL " i* -VIS ___ AAT 1144, MEE'f11IG. la��Un«w The �«: I CITY OF FONTANA. CALIFORNIA �► ;06(ltl CAL SANDERSON--GUTIERREZ CIVQ, ENGINEERS & LAND SURVEYORS, INC 10050-A 6 TH STREET, RAM OJGIMONGk G 91730 j W -131i JA 90-M Dade !/ �, L GUTIERREZ R.C.E. 28501 3/31 /02 DRAW BY: CAT STREET IMPROVEMENT PLAN S/E COR. SIERRA AVE. & RANDALL AVE. SITE PLAN NO. 99-07 SCALE I =10. DESP*D BY: EBB DAIS g�16�gg CFI cm BY. LTG APPROVED BY: 'X DIVE: Z f � CITY ENGINEER R.C.E. 25126 EXR.DATE 12131101 DWG. NO.: '1604 DATE ENGR. CITY DATE