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HomeMy WebLinkAbout2046-1AN I TRACT N0. 14276-1 Q N I TRACT NO. 14276-2 / D N SCALE: 1"=300' TRACT N0. 14276-3 D SUMMIT AVENUE ^, No. 25742 \' Exp. 12-31-01 s clvilt. TAIF OF C 7QRFECOP,D DRAW IIT �6P, 1I2AC'1_5 I L12 G-1 I 2 ,- 3 PR.EPArR.�D b\/ J NS '1}tt mgNN , iuiF 257112 6 TRACT NO. 14276-4 / D SUMMIT AVENUE TRACT NO. 14276m5 N 10 11 SCALE: 1"=300' z �F7 p Q�\ 4 5 12 14 q 13 2'' v.x.. 2 �C(� :,Ss%�+'.1''• :'•16.x'•• `'`<:8rx.{ 1 �q�£ QrV� 14 moi- , r.y,:: �.•~<:<{.:..- � CS 10 A ': f'> 15 P t.. J4 41 140 16 2,' 5 }}• .{N� Jl • '' �. 2 � 2I 2 • 42 39 }' 43 17 3 38 18 37 24 r. :.} ♦J 36 20 v7`'. ¢ J� �� :. r 20 35 21 >: - :, f 3 2�': O 5 2�, O � �k 4u V 2...: 2a f { 34 Q 22 32 ;r�,. 1 % '" Y . 3 •,'` ^ .} ``' ' a:. 1? 24 + J .:K9• •: 4' ' '•:: X� ^ fij 14 v o. 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SUMMIT AVENUE TRACT N0. 14276-6 SUMMIT AVENUE RECORD DRAWING 1 PHASING REVISIONS- ADDED SHEET 1A. ©, STREET NAMES UPDATED The information on this drawing is obtained from and 4 PHASING REVISIONS- REPLACED SHEET 1A. must -be verified In the fled by yo� p e use or RO Rs REEOO}l'/NG.__ _TiQ�1CTs' f42T6, construction. HALL & FOREMAN, INC. is not responsible for _ underground facility locations or depictions. All above ground' facilites can be readily seen and verified by the parte$ that CP RaV66D u f' 5 toT -7 f 6 TA, ly2-6-2 GER riecoRD m AP intend iq use same. REVISIONS STREET CONSTRUCTION NOTES & QUANTITY ESTIMATE Q QUANTITY ITEM DESCRIPTIONUNIT PUBLIC WORKS DEPARTMENT _ 11/8/94 ,z.t,.g xY 12SCALE: 1"=300' ,3 14 TR. 14276-2 TR. 14276-3 TR. 14276-4 12 TR. 14276-6 TR. 14276-7 g 13 1a 15 EA :..:.' CATCH BASIN (SEE STORM DRAIN PLAN) 11 10 1fi 17 - �1 \y ': SF TONS O CONSTRUCT 4" AC OR EQUILALENT SECTION OF AC ON AGGREGATE II BASE OVER 12" OF 95% COMPACTED NATIVE SOIL. 39,873 989 50,390 1,249 55,491 1,376 6,970 173 45,890 1,138 40 27,700 687 16,320 405 SF TONS 42 CONSTRUCT CONCRETE CURB AND GUTTER (8"CF PER CITY OF FONTANA STD DETAIL 101) 7 J� 1920 ♦ 3 r:. a 3 2� }q :,.: 23 +^ c z:,' %a 38 '3' f ' 8 20 5i.'.. 1,271 1,542 870 LF 22 ':•: ..� 4-8 24 4:.:, 1Fi s: Jr 3 23 24 •�``• 4 `- O + �'�. Ci 20 . 2 F f 1 � , 'rO A 5 .:• � ` f 5,719 2 4�, 25 s:... 7 )).,-. +, V S /L 4- i6 \ J Y, �2 :.. n� r CONSTRUCT STANDARD CROSS GUTTER AND SPANDREL PER CITY OF FONTANA STD DETAIL 104. , ;' 30 2 ^.• - 43 :': �- t - RL.. : c: J i A - , i 28 �� : ~ ..� ,:n:. 1 ., _ �' y.., Q� REMOVE TEMPORARY 2" THICK A.C. PAVEMENT ON NATIVE V C •.v. > t ? S 8 37 30 ..... n. :...r .n..... . G 4 3 36 FO)OELDLAN 7 a 13' 4 5 } r _ 8 2 32 3 35 ' 3:s : }< s } - 3r �3 if xa s7 s : 6 n:fr 4{ 3 ; n y 3 CONSTRUCT CONCRETE CURB ONLY 6 FPR CITY F FONTANA 1 1 ( C E 0 STD 0 MEDIANS. V 34 33 2 8 z� 10 {y L5 ` 87 9 - - LF 9 a v 3 : ;� J ........ ..^ �' 5e; 49 >:g 47 46 . �r 3"s : 3., . ::;: x .i{r. B 50 - . :......:..... . 22 - SADDlEPEAK n. n DRIVE30 2 2 6 - 4 - 2 :.: ,, •••�'r,-,': , :C ':; 'q... 2li ?GZ 227 22 i�3. INSTALL STREET LIGHTWATT HIGH PRESSURE ORNAMENTAL 250 SODIUM W ORNAMENTAL POLE- ( ) W/ 8 9 1 8 4 SUMMIT AVENUE 4 EA N I TRACT NO. 14276-2 / D N SCALE: 1"=300' TRACT N0. 14276-3 D SUMMIT AVENUE ^, No. 25742 \' Exp. 12-31-01 s clvilt. TAIF OF C 7QRFECOP,D DRAW IIT �6P, 1I2AC'1_5 I L12 G-1 I 2 ,- 3 PR.EPArR.�D b\/ J NS '1}tt mgNN , iuiF 257112 6 TRACT NO. 14276-4 / D SUMMIT AVENUE TRACT NO. 14276m5 N 10 11 SCALE: 1"=300' z �F7 p Q�\ 4 5 12 14 q 13 2'' v.x.. 2 �C(� :,Ss%�+'.1''• :'•16.x'•• `'`<:8rx.{ 1 �q�£ QrV� 14 moi- , r.y,:: �.•~<:<{.:..- � CS 10 A ': f'> 15 P t.. J4 41 140 16 2,' 5 }}• .{N� Jl • '' �. 2 � 2I 2 • 42 39 }' 43 17 3 38 18 37 24 r. :.} ♦J 36 20 v7`'. ¢ J� �� :. r 20 35 21 >: - :, f 3 2�': O 5 2�, O � �k 4u V 2...: 2a f { 34 Q 22 32 ;r�,. 1 % '" Y . 3 •,'` ^ .} ``' ' a:. 1? 24 + J .:K9• •: 4' ' '•:: X� ^ fij 14 v o. J J'' t a fr Nf LD�8r:z 92' # }. ...,, >� .> •vfs' }:• .,:6 �t 25 p' a^ 30 Q ss i2:. `$ 26 , n h,a 43 ,, t 7", 2927 } 3h 3 r+ J�<., FOXFlELO f nx UWE ^ v 28 W•n,,. x h„< n> 4: no C �iI f rfw ' v..E ve n•#C L # 3 ; $ .. nva .o,.., ' o -o w 3F> M x� s 3 s.. i 2 : s 3 J.. L, , 7 # £ a 12 5 :. # :.nr i 3-,.v % 38 5e. Y , ,6% 3,5 ; 4 z �3 S 2y: s E a 5 4 < v , t L 1 .:.. :z a, s� % 25 V � U J <:. \.w.v ro f S l 1 ti f i E S` H nJ� } a3 # t.. J / A «�}'f,.. t z 2 ; i' y ,1 .'..... 2 !: <1 x.s•:::;•,.,•::f ... .. •}.{:..:r'l.{:;x{;.%•r}e'e.f?:•{.}>x<+.,•,.., � `i ��..v $ � i :...,k,{v.•r: i2 CIL S2 : 4•a 4 . 3 ; .2# 4 • z .� .39 > >9 x' 6 t, ,S e1 5() 4n 45 47 i 4.> s .7 � 3 y � 10 J : < .,.o.0 l.�.o:.,.r't,x.ri:. J,:.• J:w..»r+'+:.v:w,+,x ^ nvn•.,m•Cixo,>: v < { :. j>{ V „ � •.n � .af.,,:«vr,''wm,wJx}:.:,•o`^ ,<>•<'"•�'o., ., o :. .. .ra,:t,:w"� :>,c�•w •,.w� � r»xr.•,:,. �.,.,u,.,�r„xy_ay.,, �<,. � ',{4 �: :� "T' # $s fs x xY i 20 r y 3 t` F 23 24 a i5 26 � G7 M 29. 30 z 31 3:t �3�:;3 � �t4� x5t�2.'' 12 t `:3 4s 14• � 5.. �� <.. s -F � 1$`•` 19 13 14 1�,16f71R1 ,20;232�� £ s r # } 5 r:o ?z�>vn.#x,•x.:• .r .:r.... .nan.. ? ,.,# .,.�.:n .,s, r ..€."n ,n.#:: � ,�., $t � ::� ..,.:3,.:.:. f # � � '{ .... Y :{.}.. :}Y, J{+:} %.:{•':r :+.Y�Y. .: {.. }+:x :.%..}.. ..:'Ji 1. J.'... ..::Z<.:...Y:.}rn..:.�.�.:. x::.... . v J » .., v•j;}YF.:.J r f r. {.:v /.;.i. x'{f:.n C :........ : •i i•Y xr . . '3J ,. 3:3. ...-:x:•;.h.}}:L:.,'� 6.0?.a.R.,J:,3w: x•J.... a, 3''}:cY\:•�;�.h..vi::':,....,;;'u":;?"::..s•,.,....9...,.n..,..n,c,,.m:.?x��:::''/n+''',::.,c..5..::.>,.:a�::;•>::.n........,,.....n:sZ..,:....,n:.....,,.,....:.:........:•',t.' SUMMIT AVENUE TRACT N0. 14276-6 SUMMIT AVENUE RECORD DRAWING 1 PHASING REVISIONS- ADDED SHEET 1A. ©, STREET NAMES UPDATED The information on this drawing is obtained from and 4 PHASING REVISIONS- REPLACED SHEET 1A. must -be verified In the fled by yo� p e use or RO Rs REEOO}l'/NG.__ _TiQ�1CTs' f42T6, construction. HALL & FOREMAN, INC. is not responsible for _ underground facility locations or depictions. All above ground' facilites can be readily seen and verified by the parte$ that CP RaV66D u f' 5 toT -7 f 6 TA, ly2-6-2 GER riecoRD m AP intend iq use same. REVISIONS STREET CONSTRUCTION NOTES & QUANTITY ESTIMATE Q QUANTITY ITEM DESCRIPTIONUNIT PUBLIC WORKS DEPARTMENT _ 11/8/94 ,z.t,.g moor mor A 13821 Newport Ave., PREPARED UNDER C,�l C. HOGAN an. -c• � Civil Engineering - Planning - Surveying - Public Works 9 9 9 Y 9 Suite 200 - Tustin, CA 92680-7803 - 714/544-3404 THE SUPERVISION OF: Z _ I -C �•- .1 C.E. 26229 DATE: TR. 14276-1 TR. 14276-2 TR. 14276-3 TR. 14276-4 TR. 14276-5 TR. 14276-6 TR. 14276-7 TR. 14276 1a CONSTRUCT 4-1/2" AC OR EQUILALENT SECTION OF AC ON AGGREGATE II BASE OVER 12" OF 95% COMPACTED NATIVE SOIL. EA a14 CATCH BASIN (SEE STORM DRAIN PLAN) - - - - - SF TONS O CONSTRUCT 4" AC OR EQUILALENT SECTION OF AC ON AGGREGATE II BASE OVER 12" OF 95% COMPACTED NATIVE SOIL. 39,873 989 50,390 1,249 55,491 1,376 6,970 173 45,890 1,138 20,333 504 27,700 687 16,320 405 SF TONS �3 CONSTRUCT CONCRETE CURB AND GUTTER (8"CF PER CITY OF FONTANA STD DETAIL 101) 2,162 2,865 2,904 400 2,466 1,271 1,542 870 LF CONSTRUCT 4" THICK CONCRETE SIDEWALK 10,389 12,892 14,680 1,800 11,097 5,719 6,939 3,915 SF - CONSTRUCT STANDARD CROSS GUTTER AND SPANDREL PER CITY OF FONTANA STD DETAIL 104. 645 614 1,294 - 1,228 - 614 - SF 5A 0 CONSTRUCT STANDARD CROSS GUTTER AND SPANDREL PER DETAIL N SHEET D L 0 SEE 7. 18 REMOVE TEMPORARY 2" THICK A.C. PAVEMENT ON NATIVE SF © ADJUST MANHOLE COVER TO GRADE PER CITY OF FONTANA STD DETAIL 109. 4 8 7 1 7 2 3 2 EA 7 a ADJUST WATER VALVE TO GRADE PER CITY OF FONTANA STD DETAIL 109. 4 5 9 - 8 2 5 1 EA 8 O CONSTRUCT CONCRETE CURB ONLY 6 FPR CITY F FONTANA 1 1 ( C E 0 STD 0 MEDIANS. 91 98 - 87 - - - LF 9 a REMOVE BARRICADE 50 - 50 - 50 - - - LF 10 CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA STD 104A. 2 2 6 - 4 - 2 - EA 11 a INSTALL STREET LIGHTWATT HIGH PRESSURE ORNAMENTAL 250 SODIUM W ORNAMENTAL POLE- ( ) W/ 8 9 1 8 4 5 4 EA KING FIXTURE BY EDISON. 12 PUBLIC WORKS DEPARTMENT _ 11/8/94 ,z.t,.g moor mor A 13821 Newport Ave., PREPARED UNDER C,�l C. HOGAN an. -c• � Civil Engineering - Planning - Surveying - Public Works 9 9 9 Y 9 Suite 200 - Tustin, CA 92680-7803 - 714/544-3404 THE SUPERVISION OF: Z _ I -C �•- .1 C.E. 26229 DATE: 13 a " _ - - CONSTRUCT LOCAL DEPRESSION 2 PER L.A.C.F.C.D. STD. 2 D88 H 2 . - 7 4 - _ _ _ _ EA a14 CATCH BASIN (SEE STORM DRAIN PLAN) - - - - - - - - EA 0 15 TELEPHONE MANHOLE SEE UTILITY PLANS FOR DIMENSIONS BY OTHERS 12-13-95 21:43:31 E:\4458\4458S01A EA 16 a T ELECTRICAL VAULT SEE UTILITY PLANS FOR DIMENSIONS BY OTHERS EA 17 CONSTRUCT TEMPORARY 2" THICK A.C. PAVEMENT ON NATIVE "A" 3,900 11,200 20,500 - 37,000 - - - SF PER DETAIL HEREON. 18 REMOVE TEMPORARY 2" THICK A.C. PAVEMENT ON NATIVE PER DETAIL "A" HEREON. - 24,300 15,100 - - 13,000 7,300 13,200 SF 19 CONSTRUCT STAMPED CONCRETE PAVING TO MATCH EXISTING DECORATIVE PAVEMENT WITHIN 1,376 - 1,376 - 1 376 - - - SF HUNTER'S RIDGE. INSTALL PER DETAILS ON SHEET NO. 2 ' TRACT N0. 14276-7 N D i,�11�I1TIM= I i a TRACT NO. 14276 N �� D SUMMIT AVENUE 2" THICK A.C. TEMPORARY ROADWAY 20' STREET ROUGH GRADE SECTION 17 OR 18 90% COMPACTED NATIVE SOIL DETAIL "A" N.T.S. LEGEND: TEMPORARY A.C. PAVEMENT ---------------------------- NOTE: CONSTRUC11ON PERMIT FEE' SHALL BE CALCULATED IN ACCORDANCEWITH ALL THE PUBLIC IMPROVEMENTS RELATED --TO EACH TRACT MAP. RECOM� DRAW IVIG ______ CITY OF FONTANA. CALIFORNIA PUBLIC WORKS DEPARTMENT _ 11/8/94 ,z.t,.g moor mor A 13821 Newport Ave., PREPARED UNDER C,�l C. HOGAN an. -c• � Civil Engineering - Planning - Surveying - Public Works 9 9 9 Y 9 Suite 200 - Tustin, CA 92680-7803 - 714/544-3404 THE SUPERVISION OF: Z _ I -C �•- .1 C.E. 26229 DATE: 11/8/94 ,f. Zi. y DRAWN BY BA STREET IMPROVEMENT PLANS PHASING PLAN TRACT N0. 14276-1, -2, -31 -41 -51 -7 & 14276 -6, SCALE: „_ , 1 -300 .44 11/19/95 .er fit•?�. s1& 7 -,?I -Y7, DESIGNED BY BA q 28-49 CHECKED BY SS DATE: rFj q_28_gq JOB NO. 4458-007 APPROVED CITY ENGINEER R.C.E. DR. NO. 2046 SHT. NO. 1 A OF 10 ENGR S. DATE Cin DATEWr APPROVAL APPROVAL 12-13-95 21:43:31 E:\4458\4458S01A