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Home My WebLink About1278-1CONSTRUCTION NOTES & ESTIMATED QUANTITIES STREET I MPROVEMENT PLANS FOR TRACT NO, 10906 2 R/W l 88' 44' TR. /0906 1 8 ° 2 4' 32' 12' /2 a �- O /0 i 24, 8 + �, r � _ ..�cc :�/-�E� / "ND. .3 � o FAY �l� 06-0.41 I TIF /09010 �v LEVEL L I 0.5 ' 0.4$ SLOPE If 4 l�Fr r5LOPE ' 2 ®/00 2� 4 / \tv, re-- 77" 0 Wo. ►_ / 27 25 /D T4 /090/ 3 / 3 81 vruRE 'ER A ENUE '-7-If /A //? A X5' :1 21 INSTALL 2" x 6" REDWOOD HEADER 2 2 /NS Ti/1_ L NO i Iq ,-/RU S TiF'f_=� % S/C/1/ 3 --CON-S-T-:-T€MP : TURD -AROUND --R€ R-�T-B,--P-I=AN--41 Q - �2a5-i�-- CONST. 3 A.C. OVER COMPACTED NATIVE SOIL. '26 - CONST 2%2" A.C. OVER COMPACTED NATIVE SOIL. �— /N57A L% 2 ">c 4 PN,9SE wHfISE /�i�.9SE i9SF' 1Tl P/ai9SE �Z CONS T /VOT,�'A/0. -7 /o � PH /7e f 32,94-1 28,06S 4. 7S8 ,�XisT CONST. L'F NoT To 5'cgL,E R/09DV- "A ys oo �n/��G'T�� AM Tr �� sn/�. R�yt/ ��///GAIL✓ ie-/�l L G✓�-Z✓T/�/�� R/W 321 r-- 32' 32' 0 " �/ Z ' /2' 20' �; 20' 12� TR /090 - � � � � 8 /2 00' /2 8 � T9. /090 3 0.601 ;7T I s[OPE 114 "��r LEVEL o• 3o L /NE 0.06' T� /O 906-3 , `� ,L//�/�A1 �� / _ 2 , —� z- ' �O ��aVEti/�/vr ' 5 7 B g o 3 'I NOTE NO. DESCRIPTION QUANTITY UNIT / STREETS z -- _ :- 1 CONST.2" A.C. ON O"A.B. OVER COMPACTED NATIVE SOIL 188,22- SF 3¢�4 Z. 2' a— CONST. 8" CURB & GUTTER PER STD. DWG, 101 2 7� � SCALE: 4S. SyOWN _ -CON-S-T-. -W__EE}RB-ONL-*-P-ER--&TD . DWG.191 - - /D 6D>� L , 4 __ CONST. 6"CURB & GUTTER PER STD. [).WG. 101 _ 3 /�S L •F SF 5 CONST. 6" CURB ONLY PER STD. D.WG 101 , -6- E4I`FS-T--.--TRAM&I-T-104--EURB--&--GUTTER-(6=' C -F. T4-�" -� F - - 2/0 7 CONST. TRANSITION CURB ONLY AROUND RETURN (6" C. r, TO 8" C. F. 2`� ? 5'•F NO SCALE 8 CONST. STANDARD CROSS GUTTER PER STD -DWG 104 6,500 - 2 E4Pl�T: ERS -GO --FTE R-(-{��a-B�aEI�}-R€R �Ta—R�API---T�o PRIVATE ENGINEER'S NOTICE TO CONTRACTORS 88 L/c. 10 CONST. 4" P.C.C. SIDEWALK EXISTING UNDERGROUND STRUCTURES 6, Iq LF • 11 CONST. SIDEWALK ACCESS RAMP PER ST L . D.W(B 104-A _ 24- 4�5A 12 CONST. DPIVEWAY -APPROACH EEF? ST'S. DWG 103 / 6y —__ the requirements shall apply continuously and not be limited to 3-SAWEUT-& - ME}VE---E-XIS:44G- -CURB - --- -- - ------ -�4a-- �AW6UT-&-REME}VE .E-X-1&T1RG--&FDD WnL- - -- 15 ------SAWC-UT---&---REMO-VE-E-)(I-S-TING-I'A-VE-M€N-T------------ - 16 INSTALL STREET NAME SIGN_ _ 14 __'�• �•X. ,, �_ 17 1^ _ PEP STD.D.WG. 118 — 7 - -� - 18 - IN,ST,9LL ST.�i' .s/t'�% 0 0�)INSTALL TRAFFIC WARNING SIGNS 20 INSTALL STREET LIGHTS STREET I MPROVEMENT PLANS FOR TRACT NO, 10906 2 R/W l 88' 44' TR. /0906 1 8 ° 2 4' 32' 12' /2 a �- O /0 i 24, 8 + �, r � _ ..�cc :�/-�E� / "ND. .3 � o FAY �l� 06-0.41 I TIF /09010 �v LEVEL L I 0.5 ' 0.4$ SLOPE If 4 l�Fr r5LOPE ' 2 ®/00 2� 4 / \tv, re-- 77" 0 Wo. ►_ / 27 25 /D T4 /090/ 3 / 3 81 vruRE 'ER A ENUE '-7-If /A //? A X5' :1 21 INSTALL 2" x 6" REDWOOD HEADER 2 2 /NS Ti/1_ L NO i Iq ,-/RU S TiF'f_=� % S/C/1/ 3 --CON-S-T-:-T€MP : TURD -AROUND --R€ R-�T-B,--P-I=AN--41 Q - �2a5-i�-- CONST. 3 A.C. OVER COMPACTED NATIVE SOIL. '26 - CONST 2%2" A.C. OVER COMPACTED NATIVE SOIL. �— /N57A L% 2 ">c 4 PN,9SE wHfISE /�i�.9SE i9SF' 1Tl P/ai9SE �Z CONS T /VOT,�'A/0. -7 /o � PH /7e f 32,94-1 28,06S 4. 7S8 ,�XisT /'32 L'F NoT To 5'cgL,E R/09DV- "A ys oo �n/��G'T�� AM Tr �� sn/�. R�yt/ ��///GAIL✓ ie-/�l L G✓�-Z✓T/�/�� R/W 321 r-- 32' 32' 0 " �/ Z ' /2' 20' �; 20' 12� TR /090 - � � � � 8 /2 00' /2 8 � T9. /090 3 0.601 ;7T I s[OPE 114 "��r LEVEL o• 3o L /NE 0.06' T� /O 906-3 , `� ,L//�/�A1 �� / _ 2 , —� z- ' �O ��aVEti/�/vr ' 5 7 B g o 3 'I 2 2 2 2 2 2 / / / / z -- _ :- , BENCH MARK. AVO. x'08 �/PE" AT THE A V2--A1Z/�' AA40 7 -OA -A A riE'^/UE ✓ = i3¢2. 37 1,15- � / / .9 8 72 co�vsT. �ETEtirioti B�IsiiU 2' s'F 2 7� � SCALE: 4S. SyOWN 75 CONST. �2� /B' C.M P 1 / , � 7 ?O TAG /88, 9:?Z SF 2 4Z , JA CA R4 IVDA A VENUE 2/0 2 / 76-5' 302 4-25- 442 3, �� . �Z TOAA EX/ST. S/DEWALk 4 348 q /D 22 /788 /7D2 2 loo ¢ /O �vO> L /`' i7C-71 5T�//(/� - VENUEEXIS T. C.`G. S /2 6 /2 6 6 3 3 /.s L,F /`��/v - /--� 9 Tf�� COY Nor ro sc4« 7 3 463 6 3 �-t�- '9He 7-"/-/ �/d/iv//��T:- �3 252 Z. 722 2/lobi l ,5b o S.F. 'Q/w` �?Iw 30' .32' 58,E 95 s• F 24- b�- 17 io' 20' /2' 26 Z ¢ 30 33 / l0 9 ER8' W /� �• 4 3 14- 6'A I 2 _0 / 3 � � � t 4' o. �' l8 ¢ 4- / / /0 "C-. 14. � 4 � 0,06' L/NELEVEL 0.30' � SLOPE /4{ /9 W 2% 20 '' y io 21 66 —. 132 L 26 26 2 640 F ALMERIA AVENUE AVo7 To SCALE 2/ �.'9q 7 8,�"'� /o, 8 00 /2, //7 /4, 774 �2, /�� .SF' , 28 2 1Z, 4f �rq R1W R/w -- 401 - /2' I8' TR /0906 - -3 • T,' /0 906 2UN�iq�y� h TR /0906 - 2 rg. /0 906 - TR /O 906 �EE7 3 TR /09D�v TR. /0906 - 4 - SEE SHEE7"�7.4 � TR/0906-4 J ��F SHEETND � TR. /0 900 - 3 7�1GT f30VN0�9�Y Z SEE SHEET"NO. 3 rR. /0 906 - 2 STORM DRAIN j 8' /D' /O' 8' I 2d) (0 = /,,5 00) �� CSNST D ST. BCP R.CP. (D--/500 G3 CONST. /8� iPC.F.� IN -COrUST. CUiPf3 //UL ET P6 -P sT�. DGI/G. /2/ (1V0P114-1ED,) @--COXIST CLA55 'B"CD�I/C. E�l/CfISFMEiI/TFO/��2�/8"�C.P. DA R.C.E./ �, g� (i�_COAIST TRf/FF/C TYPE </.S. PER STD. ONZ. /22 BENCH MARK. AVO. x'08 �/PE" AT THE A V2--A1Z/�' AA40 7 -OA -A A riE'^/UE ✓ = i3¢2. 37 71 dOXIS r (3) f/ DESIGNED: A. DEL GADO 72 co�vsT. �ETEtirioti B�IsiiU 7• 73COrt/ST. O/SCf�fII�GE 6T1?UCTU25 lcE;'fPSTD. DWG. /24 (74 COit/ST. CLHSS 'B" COrt/C. Z:�1/CASEMEit/T SCALE: 4S. SyOWN 75 CONST. �2� /B' C.M P R/w -- 401 - /2' I8' TR /0906 - -3 • T,' /0 906 2UN�iq�y� h TR /0906 - 2 rg. /0 906 - TR /O 906 �EE7 3 TR /09D�v TR. /0906 - 4 - SEE SHEE7"�7.4 � TR/0906-4 J ��F SHEETND � TR. /0 900 - 3 7�1GT f30VN0�9�Y Z SEE SHEET"NO. 3 rR. /0 906 - 2 t j 8' /D' /O' 8' I //0 �� 0.50' 007' D. 20 ° 0.07' 4' 0.50' Ll PrCn/-� PRC Toups , 972 Town & Country Road, Orange, California 92668 Telephone (714) 835-44471,�0Av A Planning Research Company«- IN THESE PLANS WERE PREPARED IN THE OFFICE OF: rT/¢J PRC TOUPS CORP. PHONE: 835-4447 UNDER THE SUPERVISION OF: 4 DA R.C.E./ �, g� DRAWN: A/, 7008 BENCH MARK. AVO. x'08 �/PE" AT THE A V2--A1Z/�' AA40 7 -OA -A A riE'^/UE ✓ = i3¢2. 37 R E V I S 10 N S DESIGNED: A. DEL GADO 4 7• CHECKED: t j 8' /D' /O' 8' I //0 �� 0.50' 007' D. 20 ° 0.07' 4' 0.50' Ll PrCn/-� PRC Toups , 972 Town & Country Road, Orange, California 92668 Telephone (714) 835-44471,�0Av A Planning Research Company«- NF_r4' O20'LEVE'L OPE //4 "F'7 SLOPE 114�� THESE PLANS WERE PREPARED IN THE OFFICE OF: rT/¢J PRC TOUPS CORP. PHONE: 835-4447 UNDER THE SUPERVISION OF: 4 DA R.C.E./ �, g� DRAWN: A/, 7008 BENCH MARK. AVO. x'08 �/PE" AT THE A V2--A1Z/�' AA40 7 -OA -A A riE'^/UE ✓ = i3¢2. 37 R E V I S 10 N S DESIGNED: A. DEL GADO 4 7• CHECKED: SCALE: 4S. SyOWN MONTGOMERY DRIVE ELAINE DRIVE RA J1 i1ONA DRIVE /7D LF=. , - NIAGAR1114-- COU-IfT CA TAWBA C_00f7__ CONC�)WD AVEXE , JA CA R4 IVDA A VENUE 2/0 NO SCALE 2 PRIVATE ENGINEER'S NOTICE TO CONTRACTORS 88 L/c. SAFETY RESPONSIBILITY EXISTING UNDERGROUND STRUCTURES 88 LF • Contractor agrees that he shall assume sole and complete responsi- bility for job site conditions during the course of construction of The existence and location of any underground pipes or structures this project, including safety of all persons and property, that shown on these plans was obtained by a search of available records. To the best of our knowledge there are no existing utilities except the requirements shall apply continuously and not be limited to • d t k d GENERAL NOTES: 1. All work and materials shall comply with the spec;if ications and standard plans of the C i ty of Fontana, PubI is Works Department dated 1975 2. Inspection to be cal led for through the City of Fontana (714- 823-3411) 24 hours prior to starting work. 3. All uti l i ty compan ie to be given 48 hours notice prior to working around their f ac i l i a E -s 4. All ne;•. existing valve boxes shall be adjusted to grade by paving cintrac tor, after the completion of paving. During the working day, trenches may be left open across existing street providing traffic flows in both directions. No trench may be left open overnight on existing street unless authorized in writing by the % i ty Engineer. 6. All utilities shall be installed, tested and approved prior to paving. 7• Prior to construction the contractor shall obtain permits from the City of Fontana, Public Works Department, 8. If any existing util ;ties or any other facilities conflict with the proposed improvements, work shall stop and the engineer notified immediatelly of this situation. 9. Dust control shall conform to the provisions in Section 10 of the Standard Specifications and as hereinafter specified. 0 Adequate stakes shall be set by the engineer to enable the contractor to construct the work to the plan gravies. Manhole frames and covers shall be constructed 6'' below finished pavement grade by the sewer contractor and shall be raised to grade at the completion of project by the paving contractor. As -built plans shall be provided by the contractor to the City. TR. /0 906 �E C � T /Y0. 2 T) /0906 - / -- �— - - - TR. /0 906 - / INDEX MAP 5E� 511z!�ErNr TR. /0906 - / NOT rO SCALE T)F/09v6- / A�UA/Z��/Zy, BASE L /NE AVE: I W i PROJECT-,*" QI W J �I AVE. J V F_ VlC/N/T Y MAP normal working hours; and that the Contractor shall defend, indem- as shown on these plans. The Contractor is require o a e U ni fy and hold the Owner and the Engineer harmless from any and all precautionary measures to protect the existing utility lines and any NOT rO SCALE liability, real or alleged, in connection with the performance of work lines not of record or not shown on these plans, on this project, excepting for liability arising from the sole neg- ligence of the Owner or the Engineer. I CITY OF FONTANA, CALIFORNIA. PUBLIC WORKS DEPARTMENT STREET IMPROVEMENT'PLANS SHEET N0. TRACT NO. 10.906-e 1 OF .� SHEETS APPROVED: DATE: � ` r2 ' B RWG. N0. CITY ENGINEER RCE'18932 I `� PrCn/-� PRC Toups , 972 Town & Country Road, Orange, California 92668 Telephone (714) 835-44471,�0Av A Planning Research Company«- BASIS OF BEARINGS. T/ -/z L—: ,_"�57Z--- A V25 -AIME X15�- ,N/v%�j /�0,�/. �,3jfJ�//V"'/1/�0O�'7Z GV THESE PLANS WERE PREPARED IN THE OFFICE OF: rT/¢J PRC TOUPS CORP. PHONE: 835-4447 UNDER THE SUPERVISION OF: DA R.C.E./ �, g� DRAWN: A/, 7008 BENCH MARK. AVO. x'08 �/PE" AT THE A V2--A1Z/�' AA40 7 -OA -A A riE'^/UE ✓ = i3¢2. 37 R E V I S 10 N S DESIGNED: A. DEL GADO DATE DESCRIPTION CHECKED: SCALE: 4S. SyOWN I CITY OF FONTANA, CALIFORNIA. PUBLIC WORKS DEPARTMENT STREET IMPROVEMENT'PLANS SHEET N0. TRACT NO. 10.906-e 1 OF .� SHEETS APPROVED: DATE: � ` r2 ' B RWG. N0. CITY ENGINEER RCE'18932 I `�