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HomeMy WebLinkAbout578 lJ I _m - V f V C V•RI 20.06 v 4 U ; 00 , u �U I a VPI 171¢ U,1 ¢ •!f► b - W \ F Z rn \ O v V i O i . , o a M to n �1 41 - i # h I , t � 1 j I � E O O O � M M N N� o� rn � i p N Ul 01 \ h � i l� !12 1120 h TOP OF NO CURB M to N NIlk ° v ' o , .$ 9, , V r O�� � - - : • . ice] , - - 4. { ,t , , .�, 1 ' , !04 V• F O Q C + t` 4 VPI 19-24 U b , , m� R •O i t m . V. 117 O i O _ # . W 5 V-C , f U 0 (ij •6 3 M _ O 1 �0 N It1 1 M n � M 77 _ r V.P. , I1 O � V DO •t V m Oi 1 W I , , U I 1 , N �D J � M CA V. P.I 15.4-0 O �. � to 5 lJ p N N W t• � N O t l . . Z 0 2 EX/ST SURFACE AT ( W) w � O F//V/SH SURFACE AT ^ N _ - - r; iu N �I 0 W3 lop) se- cV a - _ - -2 , 8 ' r ----------- S 0 40 ov - 8 VC �s 1 1 B 1 � t U D � V r 00 i .P. 15. 00 U i N Cfl - , � 3 L 3t 2l �Ar-5, # i . r i` ii I1•�'STIMAT�' OF QUINTITIE'S \ , ' # � ''o a' 44 ao i � ao � ad cxi v : N - - c.l - cry 1 EMARKS - / M R/PTION [!ANTI UNIT R ! N W_ TE DESS' Q � . l 1 GLEAR ANC GRUBBING (INCL. TREE LUMP SUM L.S. i 7ro a 0 1.3 REMC�. L ANC MISC . REMGVALS NOT ITEMIZED I # ( - y= r i 2- REMOVE EX T. RUULE CURB 642 LF_ TURNER AVEN11F i , 3. EXCAVATION ANS GRACING LUMP SUM L.S. f , . 1 - 1 1 AN ,4R I 1 S.F. �1� A PA F BES � CO. N MARK 1 A. C. 7 207 S 9E CH , K , 7Ob 0 4. 2 THICK C PAVEMENT � �1C1. + 5. THICK CLASS 2 AGGREGATE BASE 25 S. F. FFi?nlV R1 vn + t , TOP EX T 0. C 8 2Q 21 Z2 23 F ' ❑ " 23' N. t 8771 ST. 6. THICK CLASS 2 AGGREGATE BASE 10, 288 S. F. TURNER AVENUE 19 C r B 12' W. It TURNER AVE. ! A T - " . r 1 L. F. PER STC. 115 I 7. P. C.C. CURB AND GUTTER 8 C 083 , ELEVATI : I _ ++ - ON 1109. 5! 8. P. C.C. CU.,B AND GUTTER 12 C. F. 621 L. F. SEE DETAIL SHE.�T 2 I i R AND GUTTER 12"TO 8" VAR. F RETURN ESTIMATE OF 0UMTITIES r SIDEWALK 6 S. F. �+ r DETAIL L HF.ET 2 TEM M-WRIPTION QUAINT/ UNIT REMAIRKS ' F EE DE I S , 6" MICK P.C.C_ DRIVEWAYAPPR ACH 858 S.F. ADJUST EWER MANHOLE TO GRADE 1 EACH I ? f 13 +' 20 L.F. PER STD. N0, 117 AT P ►It RP LES- Y UTILITY C EACH + PR SSIO LUMP SUM L S PER STD 203 AND 206 ; �+ � i ` 15. 24 R.G . P.RGP - 1500 G 60 L.F. �, RELOCATE EXIST 1 ADJUST VAULT TO GRADE I EACH SEE SHEET 2 I I PROF ILE IEACH _ L r i SCALES V RT I�, 4D HJ RIZ SEE SHEET 2 VE 1 1 .. AGJJST WATER VALVE TO GRADE I a IS 24 25 2E 27 W - � x P L A N _J z3 �, W 8 SCALE �.�� 40 �3Q ICU Q v AAA az Q 3�r1 z A�v~1 i Q � N 4 is . o Curb Return o w p� ' o Q m J �"`�" w Data a E W %�:a ,�,� ��v �' �' W d' NW 8g W W R = 20' 9'. O� P� W to �ti V� W QV I. W W b o ho�o _ _ + roc W x ti n _ 90'25152" z 2 ti _ t jQ�� v _ - cn0� °? - �jh � CONSTRUCTION COMPLETE JUNE i97-7 T = 20. 15' .� .... ...._._. .�......_ 6 - - 6x00 f - - UX I 13 \��' 0� n, N _ R hb CONST. A.C. PA/EMENT PER TtPICAL SECTION 9 �� 0 -- - ' TO GONST. A_C: PAVEMENT - - - � -- AV14�ST3.M•N . EXIST. P.C.C. CURB Q 6 3 t TO `R A fl� LAC_ Gu1DE N 89°431 46"W SEE GOUVTY FILE NO. 97-101 6 g �3 r ARKF..R S PER STD.304 C Co. Forces) ' 1g GUTTER _ 8" A.C. DIKE CONST, SPLASH PAD CCC.Forccs� 1 _ -� p .r ��� C�OI'1ST. SIDE ALK R/ / RAS PER STC. NO'. 110 .d CONST 8 A.C.D1K Q �o a .1� M DRALNAGE EASEMENT 6 TRANSITION �1. M.R�►' S. R/M' x9 �'��� �9 h� /S 5 (RADE VEE SWALE TO DRAM EXIST. P.C.C. SIDEWALK � I - DIKE a"To r8 34 34' CONST l8"1 D►.KE `� H=20 '� DATA 22' y�� 0.5y MIN. GRi4DE GE ,ERAL NOTES 1 n- 890 34'08" 1.5 6. 71 ----------------- 15' 15, VARIES TO FEET EXIST. CUPS 1. ALL WORK SHALL BE DOVE 1N ACCORDANCE WITI THESE PLANS AND THE SAN BERNARDINO COUNTY STANDARDS AND SPECIFICATIONS. L=3127 0. . GUTTER 7. STREET W.RKERS PER SAN BERNARDINO COUNTY STD. y0. 303 AND 303A SHALL BE CONSTRUCTED AT EACH INTERSECTION. T=19.85 LEVEL o•�4 LOVE F E R 0 N B L V D S. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND TELEPHONE POLES, WATER METERS, VALVES, HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE LIMITS OF THIS SUBDIVISION, OR IN ADJACENT AREAS • �( WHERE IMPI?fVFMENT WORK IS TO BE DONE, SHALL. BE REMOVED OR RELOCATED AS REQUIRED AT NO COST TO THE SAN BERNARDINO COUNTY ROAD DEPARTMENT. STD- NO. ICI-i)`PE "B" F 2 X 2 '' q. THE RESPONSIBILITY OF ADJUSTING MANHOLE COVERS, PAVING REPAIR AND PAVING REPLACEMENT IN CONNECTION WITH SUBDIVISION SEWER-AND WATER LINE INSTALLATIONS WILL BE THE RESPONSIBILITY OF THE OWNER, AND I SHALL BE ACCOMPLISHED IN COMPLIANCE WITH COUNTY ORDINANCES. ` ` T Y P I C A L SECTION COUNTY TO COVST. 0.201 A.C. PAVEhENT ®5. WHEN CURB DEPRESSIONS ARE PROVIDED FOR DRIVEWAYS, COMPLETE DRIVEWAY CONSTRUCTION WILL BE REQUIRED IN ACCORDANCE WITH COUNTY ROAD DEPARTMENT STANDARD DRAWING NO. IE9 AND Com. 8" CURB a GUTTER FERON BLVD. OVER C.35' Ct_.2 A.B. , G(-rr DP 2AAlGHO GctL4MDa►UA sTCTs. et iZEL4?ED SPEGIfILSTIOIItS. PER STD. NO. IIS 6. ANY CONTRACTOR PERFORMING WORK ON THIS PnOJFCT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM SCALE I" = IO' HOf?IZ. HIS OPERATIONS, WHETHER OR NOT SUCH• FACILITIES ARE SHOWN ON THESE PLANS. I" = 41 VERT. S. R/N 7. SHADING ON STREET PLANS INDICATES A.C. PAVEMENT TO BE INSTALLED. i CONST. 0.201 A.C. PAVt' � N. R1*W B. A PERMIT WILL BE REQUIRED FROM THE SAN BERNARDINO COUNTY ROAD DEPARTMENT PRIOR TO AN ENCROACHMEIIT OR CONSTRUCTION WITHIN THE SAN SERH>ARi)INO COONTY EASEMENTS OR RIGHT-OF-MAYS. OVER 0.35' CL. 2 A.B. A I �- �' �' E I (-_ 3 1.4' S' 15' 221 12, 9. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 10. 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 SUR-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL STAKES MAY 3E NEEDED AT WARPED OR VERTICAL CURVE AREAS. SUB-GRADE STAKES SHALL BE IN PLACE PRIOR TO PAVING TO PERMIT SPOT CHECKING BY SUB-GRAD BY INSPECTION PERSONh':L. 26th ST. t 1�`11f 1 II. ALL GAS, SEWER AND WATER MAINS AND LATERALS SHALL BE CONSTRUCTED PRIOR TO PAVING. 12. 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 "ITT" REPORT WITH THESE n c ,Jr jV CONST 59•5C•F• 2¢ ,C, - /500 ,9 'cr COMPACTION TESTS SHALL BE SUBMITTED TO THE CONTRACTS ADMINISTRATIGN DIVISION OF THE COUNTY ROAD DEPARTMENT FOR APPROVAL, PRIOR TO PLACEMENT OF BASE MATERIALS AND/OR SURFACING. TRACT NO. S �Z �' 13. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE St1BMITTED TO THE CONTRACTS ENGINEER OF THE SAN BERNARDINO COUNTY ROAD DEPARTMCH LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY. _ RADE S= 1.O q ` � - 25th ST. \ - 9181 r0 �``Sin A R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASES. -z i SCP `lq� fB3 STABILITY, OIL CONTENr AND SIEVE ANALYSIS OF ASPHALT SURFAC!NC. SECTION B - B © ,1,3 N µ 6oGG, �2 ` FER01V BLVD. 24th ST. Scale: f" 10' c� a No.?33 G �, _ v wa E 12/3' .•3 z • 40 ` STT(I;kL NOTE FROM PRTVATF. ENG1NEFR TO CONTRACTOR � �,�/� CN 1".. �o\� 6th ST. Contractor agrees that he shall assume sole and complete responsibility for job site i ;7t i✓r��F �, +� �---- conditions during the course of construction of this Project, including safety of all persons - - -- --- �- and property; that this requi,ement shall apply continuously and not be limited to normal ASSOCIATED ENGINEERS FIELD BOOK REF COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS W. 0, N0, working hours; and that the Contractor shall defend, indemnify and hold the Owner and I ADD. Dlk'c, __. PAD __-_ . _-.- r{� u. _I , • i l ROAD DEPARTMENT T O� 18 the Engineer harmless from any and all liability, real or alleged, in connection with the - - �- TRACT N 9 N I T Y M A P IL performA.Dce•of work on this Project, excepting for liability arising from the sole negli- 316 EAST "E" STREET 2 ADD. DIKE EaVATlory ; + Ft0AC7 N0. O ! .. pace of the Owner or the En ince'. ee DR. �4PP�2. !� n�sT,QUGT Designed B� F'{'I•:QV BY !� g *i- is - ?- �, ONTARIO, CALIF. 91764 � wew new APPi2. ,B�'' SGf/DOL �A• orown a PLAN �{�. PROFTI_E - D/5T, /vER AS5DG. ENGiiJEE25: Q' �'� �� !� v t q FILE NO. 714 - 986 - 5818 - --- - - _ c►- :c5Ek ENGR. D4 E > { �.,- 7./9.T� Checked By `-^ ' EF .w6• NO --Date---- Rtcammtndtd By RCF No. `' f 1 0 ` "•" � '��''` I N APPR DATE OUNTY N N E R "Elf FERON BLVD. ` R.C.E. i.l 1 0 4j. DATE R RE'1/IS 0 S SHEET �_ 01 75-7-9. - _ _ — . E .E I i , f . _ - , i , 1 c``R I V 3 I . : i 4 a . - } I �. i . I v , I } I m - ; i i . l x 1 { 5 f `? i - : - _ I 14 _ _ - :. : _ - % - # }p , . j - ( I i - _ I 0 �t t _ I 1 i : < K o� 1 , - M I . P. I 0 (0 N V. •5 I 22 , 11 I + , } i r - , V # - _ ! I i _ , , 1 , i •{. 1 _ _ i , f pj# j} I ► . _ _ : - .. { f 4 - _ t a }tj f I . 1 # . _ _ f F 4 : "r su � �1r •� w aF , If s'T ''¢ �r > /,b i 3 • i , # t 1i1 , , &. , t30 b_ 11 , z cuR u , , T I F F a , m ` _ /. 38�� k . O t # + p 1 i I inN i m i • { I f , , : , a , p �o + _ s �.6 / I . I , „ , . _ ) e yI ^. A `- 1 O I` N < , , i N V 1 i N # c i I � I -1 � N ! , ; i . , i , 1 I I I - • a i M . s V I a1 f , to - - C1 I . -v - - < - I i { _ _ , _ _ 1 . 5 , , , < .'. , ! - - . _ ; , �- 1 i I . m . I _ ; o : ; i < 0 , 0 • _ . I t s t i i + : , , , , 48 _ _ # 11 '� i # # # . . t \ 01 } F _ _ e i i I .. r J , : , : r jj I ` 11 , 113th lJ . . , , i : . , A �-- . 4 ( •� Ch1 r i # - , . I a f - � a , .-= 1 1 -I - i S + i ` - _ k t j . e i 3 _ b . # I - R _ - U i I T I , �t U , U EX SURFACE C F a : 5"T AT I L S . , � . I4 i ! s i I 1 i �� , , 1 , ` i , I _ t r� SV i i - �� - - - E , . . �— . _ , . . - I A 1 , i �/b," . i ! i I > S - - - . t 1 L I 1 _ - _ . _ _ - .. . _ i jj i < _ -f' i - i . + , �� -/ 1 �� i' 1 I z i . _ I F 7jF i _ s , ..� ! k . �4 RNA �-- S NES NO �. ENr�`H R N J . '7 . 1. �. I I064 I ,�' _ - 5 i t 11 11 1 1 Y 1 . - . e 3 AIL TH ST AND 1 if L 1 i C.C. N IN 23 N. 8 2 y' i , : a , i ; , t 33 . a a _ , _ — _ rizb - < - R , _ TURNER : , , .� , ! , � a , a . W AVE t` < �" . i , - - i , l LEV 11 .I-- h E ATIQV: 09. 857 1 i . i e : i a , , i < . \ _ - $ , S _ .. r { _ - ., _ + I b i i 1 b , , . .�— 'l { I i . � L i , , QP 5 f xkro- 1 I _ _ i _ _ . . , If, , ! i - , } - , I I f . , I + • r i{jf i i , ; t a . ; a a , , . -. _ - + _ - R F . . - . - { - s F I, + 1 , I, > i I4 a i i I I : # i 1 , S O i : . I - ; I I II i , . , I I PROF ILE i I z : - < A y ry E 1, , I � . f , 1I r �(l l�JOQ�w E SE.�1 i ; � I ; � I , i : < - - , : f i I . I . - • . . I d - <; a r H R I 1 -4c0, �/ 5 / ,� D w �/ P S �P c CA a d L r s S ES 5 .� R. v I : ; , r! f : I 9 10 11 12 � 13 14 15 16 /`� 17 18 i tn - �! --. , PLAN E M:k1 11 _ 1 y �Lj �y v .W 1- " aW � a g � C SCALE J - 40 Q. 8 c- (a W a U _ - L - - ---- --- - tn • � _o Ricco :r a - o - (n � � _ � -i � . . .'c W Wt� tn 0 i-r a !— I— H F— to 3 �� ,� FERON BLVD. 5 cn v . - W t - Z) W " 3 � _ W 3 W o ti . �. �9��'A� • I 1— . R La l V k N N C5 V) _ 1 � 4 W F— W H 1-•1 ll, • . C, s , SEE SHEET 1 W � `L W _ ' _ � ~ M O z Q A � � w o 1. ?99 2 5+ M vj m F— co U ►J-1 M— 2 O W th N Qi K1 `J I— //�� 'b 1 . Curb Return Data � _, W ti 2 V) I-I Q " V �- W -� " -j U •��ce i2. 1 R = 20 s� w a3 zoo � zmo _ � �, � W � � o Q o RELOCATE EXIST. W N0 0 ?6 1, 25+90 s4 I- _ ° �� ►� �, P.P. N0. 1773646E "' s ��, � ,� J � � %13 p A - 9025 J2 - ov `= W • arc . .7 �c.. w L = 31 .57 CONSTRUCTION COMPLET D JUNE IQ7T co. if45EMEA/r N .. ,J, 20*IOjr� T = 20. 15 N __k .. ___ ass a ,e, e� 0 I �'� -- - - i o�3 I 11 CONST. I9` aC DIKE �` Z ` i' • . -- - ------ ------ -- ---- -- .--------——- .11> I .I 11111� . f I . I +-r- - __,--- 20 `�`"r— - 1 - CONST, .A.C. PAVEMENT PER TYPICAL SECTION '- ey13 ??861 ECU-eA- �_ _ _ EXIST. qC - -- - • - . � � REMOVE DIST. RUBBLE N 0°09'38" N' OVER P.C.C. Xx,%_ n.._' CURB J • �, EXIST. RUBBLE CURB � N .1 1 o � • Q, 0� W V 11 ��' LW.RAN TURNER AVE W � w V1 I� Q � �'S — 26TH ST. �' ao 0 , . . o ti M 25TH ST. t n " � - �p"�6 .lf� - 44' a � R ? p! W H W 8 g 12' 32' 32' 1 8f 241 FUTURE IMPROVEMENTS i. I ) 1/4":l Remove Exist. 8" Level Line Rubble Curb f- . k2 cc s,,s:- -- -- -- I1 -- f - onst. 3' wi a P.C.C. 0 -9I 4' � w Rib¢on Per Djt it Feather 2' Mi' 'O Exist. 18" Rubble i. L DYES 1 THRU 6 PER STD. N O. 115 APPLY. v.5' L. j- co at eft. � n :�. I Over xi s t. ' ( Curb P. CONST. SIDEWALK PER STD. Slope Vari - - __ .;.j I 1M0. 109-TYPE IIBi1 9.:o: _:.d t �6T�. :4•, .e. 12' ± 12' b: -- 0.5'II_ 8' Const: 12" P.C.C. Curb with 18" " � ; . " " Level Line Gutter per Detail at left. Exist. 2 A.C. Over 6" Concrete 4 i 1128 1/2R TYPICAL SECTION -- -- -- CONST. 0.2D A.C. PAVEMENT OVER -., 0.33' CL. 2 A.B. TURNER AVENUE °-V 2 - No .Scale I I %-•'t." ,�A,. 8 V' - . :.>•�,, 1118 _ I _ ER ,..%..,..1' �. - - Slope 7% _ I . • •'01 . Pave per Typical Section , b;-*.. ;.• a •' rp—,'I' 4', N .. • Q ;,•1 4.D}J, DI • D• �• i r I, •p .moi- •�' .•,a C —• ._ ;1• .t.f.;5— .C, - — . r e ' r - - .... r•. t ....t I ,•Q Q n •• •. •.. f -� . ,1:• .Q••0.... . •d S • 4 h•,%• •d ds•.'• Q .— _., 2' 51 FJELD BOOK REF. COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS W. o. No. , - 15 ASSOCIATED ENGINEERS cA ADD DIKE, r� . C- �� ROAD DEPARTMENT TRACTNO. 9I8I• • M ADD DIKE ELEVATIONSi_ - , IROAD NO, ; 316 EAST E STREET -- ---- - --- - Ov BY Designed By D E T A I-L - PLAN AND Pr'DrILE ONTARIO, CALIF. 91764 Drawn e t "a 714 — 986 5818 I , A.. OF FILE N0. R: _ -� SSIONF �' ENGR DA'E _cn.�kaa er _�.- _ G ,is /1100�� f TURNER AVE!��UE _ I' / • I RecommenAsC By j o' l 1 ., %If _ 4 '--�5 11 -�--- , `# MARK REVISIONS APPR DATE � urs ENGINEER �Afi SHEET —2_ of —2 ., - R.C. E. , f DATE f n= - - .,, . • # - :