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HomeMy WebLinkAbout733 II I/ i= KE(1i�Er d# e--F3 <<U' II/ ,� e(ErLi:sr .r E==fJ r0' it l"'% t x S O !�� ;1`_ i; C; Bl" d X SO SO .iHE IFICH to -r i- I I - i - r t i t O Ct L('f O { 21;/O r, r i I r 'r i { i i ! { i : I `r ! i f f k k f k 1 k o k r- k k k I i i k f k I O 1 I i I t �i i I r f r i �( I i i i t t 1l , f i I I I I i 4 f I - l i I i l ( + CO. (N I f I f ! , { t r �r ? i i r I I ? 1 I I i ( i I N I l I (O I i Ir / i f i i I k i { .- i i r i 1 t f' i t I f i { r ( i f ( 1 I ( l 1 �� 7 Ii 4 t t r i r r 'r li t ! I i t I I t t l i I- t( I I 11t( 7 r 7 1 i f f r i I I ! I I i ; r ( I I f I I r I r r { ( r I � I ( I 1 .I I f i I f E l I { I I r i k 1 r I i t r r i f + I 1 I I 'i � I i 05'I _ ( i I 1 i I '� . O 4 i r i r t t i i ((r I I I i t ! ! { I f t ( �'i i i I I i i i f i I r E i I 7 (}i r ! I I i I f 4} 1 t r I I r � i I r i � i f I I `i i c I I % La i U ll` i ! I I I I I ! k i I I I I i i I I I i i z � I { I I i r I f r 't T r I E I II i _ r S i i 1 i t r I 'i i I i i rl ( ��I i 'I I �'� I � f 'r r 1 i I —r l ( � k 1 I f �t � i � I ( ! a i r t I 6 r I i ( 'r r I I I f r i I I I O I w ,I i , r i f f i : r ( l 1 , ( I f f r "t o T / I ; DATUM: r i r i t i U 2 r I r r +� f 1 f i _7 r I 'r t - 0 �� 1 _ I 1 I I I i ( f � I � I i I I � i � I r t 'I I I I r 'r t k i 1 t t O 'T I i t CD 4 I i r -� I t _ t I �! + l I i i N r _ i t � t i I ( � � I I t � I r i � � I � i i � f i I B.M. No. 6 3 i N f f T 1 l I 1 I I N I I ! I ''r i I I N! I i I i SII r f " I I P F +: F� T` r P �f R E Wr T o C B 0 l S , ((�� II'' (a' Iri i t r Chiz "O in T.C. I - - - r I r a! r ��l(O i �I : E s 's i r r l ; I r 1 i M N. end of C.R -- f k i t (� 7 r i t l / I r r i M {( I }j t r f r k i /W Cor. of I t I i d I i i r I U I / I r n - I / z i l - I �� i r i r f Ban an & Ber l i Y Y l I k • t i / E LE = 1 o I I I i r '' �4 t I V. 6 6 2.118 - ri / I f 0 I i I I o - �F _ ` 1 �� '�� -fi 3 i t i ! I � � S I / - _- - -- - - _ -- - -- - -- -- -- - - - - -- - -- - - - - - --- -- -- - - -- - r 60-- r , r r T r21s0 , � .� T- z-- _ T ,� _ r - . - r r �o� � ; � , I - - r , aD I r I I ; i W) F - "� .+ I i > , I - I - I I � I { t r r - 'f { I r I _ / f i : I I I { ./ I i I - I t �f - r O �t ,- - /r --- - - - -- - -- - --- - - - - r h .l e r I = I r ( O I i I I 'r I I I y�o •2ti'c r aI.I 4- c a- p N r t f C� T I i i ! - T p. of - tr -i 'i r + 't I i i I IF i i r r I t { I I/ I { I O I i { i I ,, .; , ' r - - / fir- - r i 7 , l I :I .y.�. {��.I ,r.. '. _ _ �- f - l i ! f l I I Ir ( /r I I.f r i r 'r r (' ! I /r r ; , I I r l i i I k � I I: I ( k ,� � i I I i °t k / I I k i I i i i I I I k I I I f i� k — I , i I r f ( _ i ( i I � � I N r I 1 I - 1 I r i i i ../ I ( I r i j -I I �/ �. -t 1 I x I.: i r` ,.t p z I r I t .f.,. I r i C ( 1 1 i I � E ri [ i i t 4 Pr fil i I i o e x rt. r I s e' �f . T 2' i W t o i Ii I 1 I � t r i r r �'r i f i I i � � t Pro I i r I � t r t r r _ - t - r '- , -. - - r r _... r- - - - - T - - I - - r - i r r - 1 t•y''•','•i _ -''YY f . .! . . n. I �` T I l t �' r I I I i t E 1 I -/ I I' I' I I ( I r I I �i t r � ( I I I •F• - s � i 3- r ! i r r r I k ? i 'r r 'r I k i -F' I a 1 I i I / r � I I I , r , r t i �Q N l Z I f I t 1 1 r.. _ Y r t I r I 1 _ sr P fll� 'i f - i r �o E� st' a e t �' S (a T i v � i 4' � T 1' � , I I I I r , I r I I , I - - r r-- -�._----r- �..--r ---- r F I r � i i I I I � j I i r r % i r ( : r Y I i i r Y t - , ti E 1 r I f r r I I _ 7 r I I t ! } 7 r I I k t 7 i I , I I I ( r i , I I r I Q I l l f I I I I r 1 f � I r : I I - I i 'r ( t i r ( ( ( i r r I I i i r r 1 I I f - r t - i f r r - - - - - - - - - = r.. - - - -.__ r... ..r - '.�-- r-- } -- rat Ir i /� - - i i : , i i I i i I i �r r r f r I I 1 " I I r i_ I �Y i f { E I r I E - I i I t T { ! t ! � � r f t r , -. I _- _ -- - -._ - - -r r t -T -- _ T _ - T �� _ _ 2160 r- _ _ __ - _____2 __- . _-_-___ _ _ __ _ __-_ _-__ - _ __. _ r 150; r- ,T, --r- i i r o t 21/0 1 � - GENERAL NOTES j I I I I 1 o f i r I I ': ! 'r f I : r r t - - - - - - } - - -•�--T - r -T I r i I i i .� i i i i i ! { f i r II I ./ r r I `" f A W K SHA BE A c r r (o 1 LL OR LL DONE IN ACC ORO NC_ WITH THESE PLANS, ANC THE CITY OF R NCHQ. .UCAMON A.,STANOA•FDS ANS ST D,SPEC;FICATIONS FOR PUB.'KKS.CONST. { I r - , r r : i r i r r - - - - - E - r I I ! G , t _ - r j - to r r -- r-. --r ,_. r- r r r ? - _ , I - - - .',1 r'(• � I THE CONTRACtOR SHALL 9E FAMiItAR WITH ANO SMA_L BE'RESPONSIBLE FOR ADHERANCE TO tHESE STANDARDS AND' SPEC`IFI ATION9 r I i I Q i { j I / i I I : t t i I r I tl� i i i i - _�. '7%7l --�.. I � -- -- - r _ 1 i - - I _ f �I r 1 '( - I� k _ . . :� I , . I - - I i 1 i i 2. SHADING ON STREET PLANS INDICATES A.C. PAVEMENT T BE INSTALLED, L . + I I E i I 's r Inti I i 0 LE . , _ j t I(6 , /' I I I l f I oo - i i i I I . - I - -f 1 , i r , sr 3. AT THE COMPLETION FPAYING,. AMATERIALSR ' T } [ 1 I i _ 1 ! i t 0 0 EPORT SHALL BE SUBMITTED AS REQUIRED B� THE-,C1 DIST"'LdG" ALL TE STS. OR D,£TfRM t(ATI NS I I ! [ f I i I4 1 0 I fi T � � COMPLETED TO VERIFY: t t I r k In I I w I I i G I r T . - - r' - ,� t- t - ' j - t t - _.T._ _._ - ( i - i i I _ : I — r t l T I t I 1 /f �I 1 I t I r I I -V �r 4 ch. �, A R ALOE, SIEVE A A NDE EQUIVALENT 4 G� EG E BASES. { t _ / I i I _ :i _ _ cp! tai j ( ) N LYSIS AND SA Q VA NT F A R AT >F i , i r (d;. p (O I /f I I I i t 1 r I . 00! . . I i i I P ofile E ist.' E Est `T C I (4 , T ! f I f 4 i + c�i' � B STABILITY OIL T V A F A A I I - i r I s I I ( ) CONTEN AND S IE E AN LYS I ,,0 ASPH LT SUR1` C11iG, ( r f r —r ; r ! { { r ( { i i r _ I I 1 I r t t I i I U. A T W r Rrl B R RED FR THE A A A R R Y R A I f F PE I I L E _ I E M E CITY F RANCH C MNG P i T AN C 0 CHM T R C I r i t r L U 0 0 N HO UC 0 0 0 EN EN 0 ONSTRUCTION WITHIN •CITY OF• R NC f Q Q tl0 CUCAMONGA - - i a0 i I I t i RIGHT-OF-WAY, OBTAIN PER7lIT At CITY ENGINEERS OFFICE I ! r ' r t t r t 1 f • : ( I ��- 1 1 � : i I �� { i { i i t i i r I : ! t i I T i i �(n r r .� : r r - i : r I r 4 - _.. a i I t --i �I , , T (ft : t rI i r 5. IF AS CONCRETE IS TO BE PLACED DIRECTLY ON SUBGRADE. A SOIL STERILA4T REGISTERED BY. THE E.P.A. FOR USE UNDER A.C.AAND P.C.C. SHA i I r i t I E k i LL i I I I 21 S O; 5 T I +, BE UNIFORMLY APPLIED AT THE MANUFACTURER 5 RECOMMENDED RATE FO THE FULL PAVEMENT, WIDTH PRI R T PA N 1 I 1 I 4 _ - ._ __ I R 0 0 I G - - - I i t r - - r - --- - --- r - - - r - le--- - r s i I l T... .7 _ r r T- ( f 12160` , r ; i � i i i z /r w 6 ALL PIPE Li NES R 5 BSTR CT RES F ANY KIND AND TE EPHONE R POWER POLES WATER 1METER VA V HY RA T TC W I I I { oS I i 0 U U U 0 L 0 S, LES, D N S. E SHO N OR NOT SHOWN ON - - - �' ( T i F i i P V T i A W DEVELOPMENT ADJACENT A W' R PR 'N • W A) I r� i I i { THESE PLANS (THIN THE LIMITS OF THIS DE ELOPMENT OR IN ADJ CEN AREAS WHERE IM A EME T WORK IS TO', BE DONE SH LL rst REMOVED , i I I i OR I� E I I I I i I i _ i A REQUIRED AT T THE C TY F A C C CAM NGA IT SIA L BE TN OWNERS RE P NS B IT T NOTIFY FY A A In k I r I RE LOC TcD AS EQUI ED NO COS TO E I 0 RANCHO HO U G L ,, C S O i 1L Y 0 0 I ALL AGENCIES r l I t t I f - t U i - i r r t I I ( CONCERNED. I �� ( i i r I � w I t I 1 I i I I I r r ! t I I - T I' ! , t c 3 r i V F QUANTITIES,I 7 THE APPROVAL OF THIS PLAN DOES NOT INCLUDE THE ESTIMATE 0 U NTI IES. l I I I i l I I 4 � I I i t I I i k i k I I i t I I I I I !�' I i F i I l i I ; f 8. WHEN ASPHALT CONCRETE IS PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL THE SUBGRADE SHALL BE PREPARED BY REMOVING ALL ROCKS 1 + 1 i i r k r r c W A F A } A A V A B FILLED WITH I GRADED MATERIAL F A QUALITY iJ CH PROTRUDE ABOVE T : SUBGRADE AND O R DEPRESSIONS N SHALL E f LLE I NE G E M TE I L U Li Y BET R H i ot" r f HI 0 UDE 0 E hE SU G DE ALL VOIDS' 0 E SS10 � L 0 TE THAN THE { � I E I I - I 1 i Q i i .r` i I I t I I i I i I j I ! NATIVE MATERIAL. I i I I I r i - r I I i t {{ t i I I j I ( I i 1 i k I i i - f f f T - } - - - - - t - - - t r — - - t r , i r r r t } r r 9. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION TRENCH BACKFILL COMPACTING ORIGINAL GROUND, AND ALL SUB-GRADES' SHALL BE PERFORMED AT NO COST t 1 , r I r i I l i i I t t I ' I l I r I r • I l I r t T THE CITY OF RANCH C CAMONGA. A WRITTEN REPORT WITH THESE COMPACTIC'4 TESTS SHALL BE SUBMITTED TO CITY OF RANCHO C,UCAMONGA FOR t 1 I k SCALE o o u I I I „_ I ( I r ! f APPROVAL PRIOR TO PLACEMENT OF BASE MATERIALS AND/OR SURFACING. • • i i!j7 ri C ' t I i ( t r I t ( r l 1 r I I I ° i I I $ f I i+ r HORZ 1-20 k I I t p C I : r P R O I I L E ? - T i I 10 ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN T T i t i 1 t i I r t I f 1 'r i - ~ ( r [ I i f . t r i r i f r r E i r r i R AT N F CONSTRUCTION ANTITIES BEF RE S BM!TTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY } i ! t I ( r ( VERT 1- 4 T t t r I ! t i DETE MiN 10 0 QU 0 U Q _ - - _`- _ r r i I r �- i r - - T T - - - - i i i - r- � 11t - - - 1 i - r r : 1 t F r i t i I I E 's i t I I I I I i ' I LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDFRED AS INCLUDED AS IN THE OTHER ITEMS OE WORK. i I k I I I I I I ! i I ! I y �'' ( , r r 'r I I I I i r r I I r i i I r _...-.-._--- ------ -----..r_-__-- ._. ---- 1 -: I i I I I FOR ANY DAMAGE-- -- -2450 _ - - A t 10 OO 11 OO 12 OO ;_,_ 11 ANY PERFORMING WORK ON,-THIS_ PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE ANO SHALL BE SOLELY RESPONSIBLE E i ♦ ♦ T4 EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOY SI)CH FACILITIES ARE SHOWN ON THESE PLANS, 12. ALL FLAGGED ELEVATIONS SHALL BE STAKED IN THE FIELD BY THE PRIVATE ENGINEER. 13. THE STRUCTURAL SECTIONS SHOWN ARE TENTATIVE. AT THE COMPLETION OF ROUGH GRADING, SOILS TESTS , INCLUDING "R" VALUES, SHALL BE TAKEN AND A MATERIAL a 2 REPORT SHALL BE PREPARED BY A QUALIFIED SOILS ENGINEER . THE REPORT SHALL CONTAIN A PROPOSED STRUCTURAL SeCT10N AND SHALL BE SUBMITTED TO THE Z W PLAN W CITV'ENGINEER FOR HIS REVIEW AND EVALUATION. APPROVAL WILL BE GIVEN WHEN ALL STRUCTURAL SECTIONS HAVE BEEN MET. e0CO m M O ? Z W 14. SUB-GRADE STAKES,DRIVEN TO THE PAVEMENT SUB-GRADE ELEVATION,SHALL BE SET BY THE CONTRACTOR OB ENGINEER. THE STAKES W „ , N W lu SHALL BE SET AT ALL HINGE POINTS,EDGE OF PAVEMENT POINTS WITH 0,01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN Z 4. 00 SCALE i-2O +% O cel Z 50 FOOT INTERVALS ADDITIONAL STAKES MAY BE NEEDED AT WARPED OR VERTICAL CURVE AREAS, SUB- STAKES SHALL 8E IN HILLSIDE at X rt It N M (0 Q IN PLACE PRIOR TO PAVING TO PERMIT SPOT CHECKING OF SUB-GRADE BY INSPECTION PERSONNEL x R + 4- ~ !JJ T w = N F 15. ALL SEWER, WATER AND GAS LATERAL SHALL BE CONSTRUCTED PRIOR TO PAVING S I T E 1 I Q 12+50.00 End C&G 16. CITY APPROVAL OF THESE PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR- CORRECTION OF WILSON REMOVE EXIST TREE STUMPS ALONG CURB LINE ( 11 1 10+86.38 G.B. ERRORS AND OMISSIONS DISCOVEitED DURING CONSTRUCTION, UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE 10+00.00 Begin C&G Const. Std. D.A. W=12 X=3' ST0305 TC=70.65 BACKFILL W/NATIVE AND CQMPACT TC = 62.08 PROMPTLY $UBMITED TO THE CITY ENGINEER FOR APPROVAL. T C=57.24 r1-� - r�> 5, �r, - �r j �_r'N� �f 5, _\ � \ i \_-./I R/W < ) I 17. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT 143' _ __ 107' _ CONSTRUCTION. SITE SHA L! BE CLEANED UPON REQUEST OF INSPECTOR. BANYAN Const. Std. C&G CF-8"�TD3024Remove Exist. Tree -O- LEMON Const. 8'C.F AC. Berm-45' Trans, 9"A.C. BERM .C. Trans. 1- Install M r ers _ — v ,; _ _.., ra a - - ,- . ,•. .r J. Y_ .�.. - w A ran LIJPER S.TD 4 3 406 _. , .a � ._,. 3_a - C T s. _- ...:. N T R 04 .0 AVM - _ ... w - 'h - y _... sem—+ - ..,. .>., a .:..._..... .., -.s a-,✓._. . .�. <.- .. .�.-... ....- .-..r„ g'.s. � $.. :,,.. Y:.« ....r �. .& Yt. �_:>.-.+:. '.,', TY T TYPE t- _._ __.s _ I� .,I ..=ter , ... �. x.,... ��r .- tr �- _. �� � ., ��, .�: �..:� _.�a_�-..,. ., � s. �� p � ONE TYPE TWO E � __ ,. - ., ;� '°,�.,.,i 2+7 - NINTEENT >. x a .t _ " i�q ..- +1 4 Hellm n a a :fr<. <, _�,, X; .. �N �. ,. z .'.�'� ,�:; 4�`zMfl -EXIT;`t�. �f�h�� ~� � 3 5 21 � Hel mon rn t,H , hT , �'' :a :�' :� �' Exist A.0 Berm to Remain - Hillside H Manzanita Match Exist. Dpy/• jj _Yr £U EAI P VM 4GE W 1.�t"' :rr<Y,, 4 ;\' +,*' A, "'y'' r 'f`.`ti_ JeC2`"se'y `la.T ,A- L 55.22. TB r•', Y' ' ' "`F� ` t° ,>r .: T VARIABL O ml • Y Y' rt f j`s t � r> ` e V 'E' %' r. >. Q rt Reloc. Exist. W,V. p r Z �, J 54.56 F.L. x.f:. - f;' a a > _ 10 OSI` ; .T' t r, } 1 Q } r _ 12+00 1� 50 C_C,W.D. STDS. J 4 x m Q ," 1 :' _ w HELLMAN FEATHER AVENUE FEATHER 2' W w Cr 1689.20' i° _ ` -Install F H., J &J 3701 or equal, per C.C.W.D. STDS. m = a a BASE LINE w iv Remove Exist. F H. -- � - --- it X1 i FEATHER ih N • '� 0- Z C] � O I ,-Zi z1,_ — ��==--- t � __. _____. ==== � � � ===== — — _____ — �;,_� FA QI Z J m a — ' Exist. C&G (8"CF) per St. Imp, Plan Tr. 9320 _ N __ _ - VICINITY MAP R/W 100' 101' _ N T s i z a z3 R/W HELLMAN CDD SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR 33' R R Contractor agrees that he shall assume sole and complete responsibility for job site RANCHO CUCAMONGA T - H ELLMAN AVE NUE conditions during the course of construction of this Project, including safety of all persons 11' � 22' and property; that this requirement shall apply continuously and not be limited to normal PLAN &' PROFI LE working hours; and that the Contractor shall defend, indemnify and hold the Owner and 1 13' �1 the Engineer harmless from any and all liability, real or alleged, in connection with the IMPROVEMENT _ OF WEST SIDE OF Variable Thickness i performance of work on this Project, excepting for liability arising from the so.le negli- Overlay .01 min. genre of the Owner or the Engineer. HELLMAN AVENUE + 12'+ I' Remove AC.Berm 1 ' ,� o + —Feather ESTIMATED 0 U A N T I T I E S _ 15,, FROM 85 FEET TO 335 FEET 1/4-per fir- 1i4 lip o k NORTH OF MANZANITA �_rY,= p5/o_ ITEM DESCRIPTION QUANTITY ITEM DESCRIPTION QUANTITY u;m_ T �- ' -•�'-�"' Exist AC Pavmt. to Remain in Place APPROVED BY p" 1 Const• PCC C&G 250 LF 11 Remove Tree Stumps 11 EA ..P.`', �Cut Clean p DATE ? zo P/ 2 Const. A.C. Pavmt. (Base)10.20'1 2500 SF 40 TON 1 2 Const. A.C. Overlay Vor,lable (. 10 min.)5500 SF 42 TON Const. p 2 IB-AR-4000 A.C. Pavmt. on Compotd. Native Soil 3 Const. A.C. Berm 45 LF 13 Install Type N Marker EA CITY ENGINEER RCE NO, 23889 Const. 8.15' 1-C-AR-4000AC OVERLAY `onst. C8G 8"CF $TUM302 4 Const. P.C.C. D.A. 330 SF Design RECOMMENDED BY ALLEN D. MORRISON, P.E. 5 install Markers Type L 2 EA MPP 1541 SHAMROCK AVE. �"'S'u' T Y P I C A L S E C T ION 6 Remove A.C. Berm 275 LF Drawn UPLAND, CALIF 91786 Sheet 7 Remove Tree 2 EA MPP 714-985-3315 1 1 N. T.S. 8 Remove FH. (by CCWD 1 1 EA of , Checked Orwg. No. 9 Install FH. (by CCWD,) 1 EA CITY s-iJ-�/ _73 • 10 Reloc, W.V. ( by CCWD 1 1 EA n� 117 4 DATE I 7 / -