The URL can be used to link to this page

Home My WebLink About576r� WDEX MAP SCALE: 1"=100' H 0 W W H N a W Q ORANGE STREET AVE. GENERAL NOTES All work shall be done in accordance with these plans and the San Bernardino County Standards and Specifications. Street markers per San Bernardino County Std. No. 303 and 303A shall be constructed at each intersection. All pipelines or substructures of any kind and telephone poles, water meters,. valves, hydrants, etc.. shown or not on these plans within the limits of this subdivision, or in adjacent areas where improvement work is to be done, shall be removed or relocated as required at no cost to the San Bernardino County Road Department. The responsibility of adjusting manhole covers, paving repair and paving replacemer►t in connection with subdivision sewer and water line installations will be the responsibility of the owner, and shall be accomplished in compliance with county ordinances. When curb depressions are provided for driveways, complete driveway constructionn-wiIl be required in accordance with County Road Departme6t Standard Draving No. .128 and related specifications. Any contractor performing work on this project shall familiarize himself with the site and shall be solely responsible for any damage to existing facilities resulting directly or indirectly from his operations, whether or not such faci- lities are shown on these plans. Shading on Street Plans indicates A.C. Pavement to be installed. A permit will be required from the San Bernardino County Road Department prfor to an encroacfiment or construction within the San Bernardino County Easements or Right -of -Ways.. Road Department approval dose not include water system and estimate of quantities. Adequate stakes shall be set by the engineer to enable the contractor to construct theworkto the plan grades. Sub -grade stakes, driven to the pavement sub -grade elevation, shall be set by the contractor or engineer. The stakes shall be set at all hinge, edge of pavement and crown points within 0.01 foot of sub -grade elevation and at not more than 50 feet intervals. Additional stakes may be needed at warped or vertical curve areas. Sub -grade stakes shall be in place prior to paving to permit spot checking by sub -grade by inspection personnel. All gas, sewer and water mains and laterals shall be constructed to each individual lot, prior to paving. Compaction tests or -embankment construction, trench backfill, compacting original ground, and all sub -grades shall be performed at no cost to San Bernardino County. A written report with these compaction tests shall be submitted to the Contracts Administration Division of the County Road Department for approval, prior to placement of base materials and/or surfacing. At the completion of paving, a materials report shall be submitted to the contracts engineer of the San Bernardino County Road Department listing all tests or determinations completed to verify. (A) R -Value,; Sieve Analysis and Sand Equivalent of Aggregate Base. (B) Stability, oil content and sieve analysis of asphalt surfacing. When asphalt concrete is placed on native soil which consits of rocky material, the sub -grade shall be prepared by removing a all rocks shich protrude above the sub -grade and all voids or depressions shall be filled with a fine graded material of a quality better than the native material. T.I. (10 year) Schedule Amethyst Street - 6.0 Alta Loma Drive - S.0 Z2 4.5 Z3 5.0 34 5.0 11 12 13 21 24 33 SOME SET DRIVE 1 i 14 25 32 20 10U.J W is W Zia 31 cn Z Q 19 I' = IG p ~ 27 30 f r I O J 17 18 its 29 i L.OMA ALTA DR IVE SHEET 3 a 7 G 1 5 4 S 2 t WDEX MAP SCALE: 1"=100' H 0 W W H N a W Q ORANGE STREET AVE. GENERAL NOTES All work shall be done in accordance with these plans and the San Bernardino County Standards and Specifications. Street markers per San Bernardino County Std. No. 303 and 303A shall be constructed at each intersection. All pipelines or substructures of any kind and telephone poles, water meters,. valves, hydrants, etc.. shown or not on these plans within the limits of this subdivision, or in adjacent areas where improvement work is to be done, shall be removed or relocated as required at no cost to the San Bernardino County Road Department. The responsibility of adjusting manhole covers, paving repair and paving replacemer►t in connection with subdivision sewer and water line installations will be the responsibility of the owner, and shall be accomplished in compliance with county ordinances. When curb depressions are provided for driveways, complete driveway constructionn-wiIl be required in accordance with County Road Departme6t Standard Draving No. .128 and related specifications. Any contractor performing work on this project shall familiarize himself with the site and shall be solely responsible for any damage to existing facilities resulting directly or indirectly from his operations, whether or not such faci- lities are shown on these plans. Shading on Street Plans indicates A.C. Pavement to be installed. A permit will be required from the San Bernardino County Road Department prfor to an encroacfiment or construction within the San Bernardino County Easements or Right -of -Ways.. Road Department approval dose not include water system and estimate of quantities. Adequate stakes shall be set by the engineer to enable the contractor to construct theworkto the plan grades. Sub -grade stakes, driven to the pavement sub -grade elevation, shall be set by the contractor or engineer. The stakes shall be set at all hinge, edge of pavement and crown points within 0.01 foot of sub -grade elevation and at not more than 50 feet intervals. Additional stakes may be needed at warped or vertical curve areas. Sub -grade stakes shall be in place prior to paving to permit spot checking by sub -grade by inspection personnel. All gas, sewer and water mains and laterals shall be constructed to each individual lot, prior to paving. Compaction tests or -embankment construction, trench backfill, compacting original ground, and all sub -grades shall be performed at no cost to San Bernardino County. A written report with these compaction tests shall be submitted to the Contracts Administration Division of the County Road Department for approval, prior to placement of base materials and/or surfacing. At the completion of paving, a materials report shall be submitted to the contracts engineer of the San Bernardino County Road Department listing all tests or determinations completed to verify. (A) R -Value,; Sieve Analysis and Sand Equivalent of Aggregate Base. (B) Stability, oil content and sieve analysis of asphalt surfacing. When asphalt concrete is placed on native soil which consits of rocky material, the sub -grade shall be prepared by removing a all rocks shich protrude above the sub -grade and all voids or depressions shall be filled with a fine graded material of a quality better than the native material. T.I. (10 year) Schedule Amethyst Street - 6.0 Alta Loma Drive - S.0 Layton Street - 4.5 Onyx Avenue - 5.0 Somerset Drive - 5.0 BENCH MARK SAN BERNARDINO COUNTY B. •M. #.A- 235 Chis. " o It at center of Return on N.E. -Corner of amethyst Street and Banyan Street East. Elevation: 1652.72 VICINITY MAP 41;�AL NOTE FROM PRTVATE ENGINEER TO CONTRACTOR - — -- Contractor agrees that he shall assume sole and complete responsibility for job site SCALE: - 50o conditions during the course of construction of this Project, including safety of all persons and property; that this requirement shall apply continuously and not be limited to normal E working hours; and that the Contractor shall defend, indemnify and hold the Owner and the Engineer harmless from any and all liability, real or alleged, in connection with the performance of work on this Project, excepting for liability arising from the sole negli i Bence of the Owner or the Engineer. lL[•l Date-�8-�� If �— k RCE No. 2483$ — - _�� ,.. ,._ e . _ ... ,. -. r� ASSOCIATED ENGINEERS FIELD BOOK REF COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS [FILE . 0 NO. 1 76 ROAD DEPARTMENT TRACT N 0. 9171- OAD N0. 316 EAST 'E" STREET Designed By AP�;ovEC) BY ONTARIO, CALIF. 91764 orcwn e 714 - 986 - 5918 �/s1� INDEX MAP, GENERAL NOTES NO. ASST ROAD COMMISSION R-ENGR DATEChecked er ,ANDESTIMATE OFQUANTITIES w6• NQ• Je Recommended By 76� ARK REVISIONS APPR DATE COUNTY �' AIta Loma District R. C. E. DATESHEET 0'f 75-67 DIETAIL "8" Scale /"= /o' 0� .0 v f3' 7.5 �S' v i�l .�, Isar. Eases �C 4 ,P cow&vz � 7 Cr ,, ► ��, 5 0 V C'�j Per &d..(/o ,9er� W SG'.4 L E , �o' �,� 5 �(,� �� Construct P. C. C. eurh and Co�sfrad 20' :� Pw� f G.l� �� (J �,• ( �� ti� GyaO !:utter Per Std. No. IA5 L/�on 056' 6 ss .4.8 � � � �, Ute • p`�' ,� �,. S� N N 0�� ,tio �,�� ', o o� T YP/CA L SeCTION if 0 ,� scd/cs. 1 '=10'//ar1z f "=4 Ycr1� /MP�PDYEA7 ` CUT 7�CLF.i1/ ✓E�TiC•DG * Q .. I'v 0 *26 49 "w EO6E�`/LJEETEX/9T. PAYE � rV,I w ^ S/oewatk MA1,4/T/O.V a Constr�at �J 2�_ fhiokness� A C. P� verve, SEEDEML'B" T�,ys r= �F? 91I� OJtiG Ex/sf/ng Mall --4'81(60'—-80.00' 80.00' 80.00' 0.00 62.09' `aj` 100.04 - 8EXis.117EX/ST. Tivs ,Pow oFS_ 0 ,cow 'O S✓G�f>v,�X 3� �' �x ,Fnw -L'oAdl-vet PC.C'. 7X4V9/7/aV/ ti iLe ,G TA/L 8 ` W 9.rOEli�4Gt' /�� s�a!/t�o ays,,�EEr3 C� .vs�r�a.✓ . I -, a10-9,7-�ioe 4` Q AT.Q GrYT Q w 34 33 32 31 30 2 9 l Al TA L OMA sEE s�EEr3 'BENCH MARK - r� SAN BERNARDINO COUNTY B.M. # A- 235 Chis.. " 0 " at center of Return on N.E.. Corner of Amethyst Street and Banyan Street East. , Elevation: /652.72 AMETHYST STREET ASSOCIATED ENGINEERSFIELD BOOK REF �Aor�E� . STPUlTU,2AG SECT/c�.t/ 316 EAST "E" STREET ONTARIO, CALIF. 91764 714-986-5818 76 R.C.E. X4838 PATE ARK REVISIONS . . /o' i-RAN6. WALL (So u Ah Sick --- � �o .: DET,4/L Q" .L COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS W. O NO. ROAD DEPARTMENT TRACT NO. 9171 ROAD NO. AK'ROVED BY Designed By Drowns �Q S�. AMETHYST STREET FILE N0. } Checked By i�'/ ASST ROAD M,A!ISSIDN NGR DATE O Recommended By w�• No DATE UN N N R - ALTA LOMA DISTRICT SHEET_ of i 3 BENCH MARK SAN BERNARDINO COUNTY B.M. # A - 235 Chis. " p " at center of Return on N.E.. Corner of Amethyst Street and Banyan Street East. Ve vat/on: 1852.72 EX/SL�in9 �'ow Euca�,�s] 4 ALTA L O M A D R I-V E ASSOCIATED ENGINEERS FIELD BOOK REF / A ovEO --r -r - SEDT/oc / X6 EAST 'E" STREET ONTARIO, CALIF. 91764 714- 986-5818 ARK R. C. E. 24836 DATE REVISIONS ALTA LOMA i0,f1VF COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS a� 1 ROAD D EPARTM ENT , TRACT NO. 9171 Designed By APPROVED BY ` Drown B �, j_ ASST ROAD COMMISS NGR DATE ALTA L 0 M A DRIVE Checked By w APPR GATE RecommOUNENGINEER T� ended By ,A LTA LO M A DISTRICT 1� W. 0 NO. { ROAD NO. t FILE NO. Irv. %5710 SHEET % — of 5 75-Co7 I _ r i i e i i k t i i v j i t 3 BENCH MARK SAN BERNARDINO COUNTY B.M. # A - 235 Chis. " p " at center of Return on N.E.. Corner of Amethyst Street and Banyan Street East. Ve vat/on: 1852.72 EX/SL�in9 �'ow Euca�,�s] 4 ALTA L O M A D R I-V E ASSOCIATED ENGINEERS FIELD BOOK REF / A ovEO --r -r - SEDT/oc / X6 EAST 'E" STREET ONTARIO, CALIF. 91764 714- 986-5818 ARK R. C. E. 24836 DATE REVISIONS ALTA LOMA i0,f1VF COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS a� 1 ROAD D EPARTM ENT , TRACT NO. 9171 Designed By APPROVED BY ` Drown B �, j_ ASST ROAD COMMISS NGR DATE ALTA L 0 M A DRIVE Checked By w APPR GATE RecommOUNENGINEER T� ended By ,A LTA LO M A DISTRICT 1� W. 0 NO. { ROAD NO. t FILE NO. Irv. %5710 SHEET % — of 5 75-Co7 I I . * I 0 BENCH MARK SAN BERNARDINO COUNTY BAA. # A - 235 Chis.." Q " at center of Return on N.E. Corner of Amethyst Street and Banyan Street East. F'/evation: IC52.7Z 0; R) c� t� IF /=`40 �Ef XWE"S7.� v 66 IZ•5� 5.5' 65' 12.5' lit v Now �� II 05 1 b G II t / 24 , 25 26 �27 28 II W � Ae co�s� Pcc P� oo O. s s Class ff f>' B. aim II II Gu7i`cr p�� Std. Afo. //5 .PCC i4l II � • � a , , �' ,< P�� std,va /09 ryp� c - �q� II T YMCA L SECT/OA/ w . D h 2 9 p. o�'G�l, ZZ o Gd�� hy2 0 I I �S'C'W AS ! f 7'r2/ 00 y s -Sall ISO -00' 0.00 61.63 CUMS RFTUii' I DAM h` ayo •�. •-,;. � II /P=zo' G=89'x2'30" �' ��' �6®F` tc) 00 •qo 3f' :� 34 I L-3/.37' T-/996' a N NO 26 49 W O L.'36' �s �j S Cr 1y �v 6 98S''C '�' °0 �---- e o l7 strue . ZO ` z�hle) &ss 4- C'. lOwtomei7L� �� r Al � � mac• ' N •<. '� � 55• DADOLAYTON S7,Z�EZrT yyi9 J F. O II A , 692. oo .4z 7.4 LonfA D!Q v 86.84 100.00 81.17 WF,II CUR$ Remm., DATA 04 Q - s� ^20' D= 90"07'.30" Z'09SL-3 /.46' T= 20. a¢'7441 �i. '� L'UA&&(� cu ��, CU�PliE oructPC. C Construct P. C. c Curb � DATA, cSidel�/k f r'�Sid..t/o. /Q9 60ttei- )rc"Std- d/w?A10. 1115 a-.� �2z'• y L = dO,57 / Oc -%j N r.2109 o� H QI 21 20 19 18 xss F ASSOCIATED ENGINEERS FIELD BOOK REF AOVEO Srel-IC Te-AeWL 5EC7,CW 316 EAST "E" STREET ONTARIO, CALIF. 91764 — 714- 986-5818 , R.C.E. 24838 DATE AR K1, REVISIONS 0 ;- S/ofcrc�/,� &Om- `� Cons' ><'p e.S'd.n,) W fir �s' 46 A Tye G' • Comzr 'Pee,. Cvr6 al j G'a*1- 10-1/- ,Aed. Alo. IA5 i COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS 1 ROAD DEPARTMENT TRACT NO. 9171 -�— Designed By — AF�''F�OVEC) BY Drawn By 0 Vol ISIS( -A LAYTON 'STREET Checked 6y �r //i`„_ ASST ROAD DATE Recommended 9y . A LTA L O M A DISTRICT APPR DATE I I fo-U-Nw-TNGINFER TATr W. 0. NO. ROAD NO. FILE N0. _-WG,. N .576 SHEET of � I ' i • a rL xss F ASSOCIATED ENGINEERS FIELD BOOK REF AOVEO Srel-IC Te-AeWL 5EC7,CW 316 EAST "E" STREET ONTARIO, CALIF. 91764 — 714- 986-5818 , R.C.E. 24838 DATE AR K1, REVISIONS 0 ;- S/ofcrc�/,� &Om- `� Cons' ><'p e.S'd.n,) W fir �s' 46 A Tye G' • Comzr 'Pee,. Cvr6 al j G'a*1- 10-1/- ,Aed. Alo. IA5 i COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS 1 ROAD DEPARTMENT TRACT NO. 9171 -�— Designed By — AF�''F�OVEC) BY Drawn By 0 Vol ISIS( -A LAYTON 'STREET Checked 6y �r //i`„_ ASST ROAD DATE Recommended 9y . A LTA L O M A DISTRICT APPR DATE I I fo-U-Nw-TNGINFER TATr W. 0. NO. ROAD NO. FILE N0. _-WG,. N .576 SHEET of � I '