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HomeMy WebLinkAbout1110-D - _ - _ - - _ . . -_. _ _ - __ - _ - F _ _ _ �_ : est..,, �.. -----T . , t t - . -- - --�--4 : GENERAL NOTES j ' I i : I i i i I I I 1 1 r I t . t ? i j I t i I i i i f t 1 } t >. : , I ! f a_ a , ., _, L I _ _._. _ t- __ , _ s - . - I . 11I ? I t , a { ! : i t ! a t ..�. } t. I t . .. I._ �. i f �_ I ? ? i ? ( 1 ? } I i ' t t + + 1 1 ! ! ? I i : t I • I 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ES ' 1 - _ } � , i z I 1 1 TH E PLANS, THE CITY OP -.�. 1 4 I f s 1. ! i . , : . t , I , 1 I ! + I + } I 1 ! 4 } _ i - t. _: . .{_... I _- } _. ._ 1 _.:1__ . .. . a } _ . {._ . . - f - _I . ..1 --I ._T , } 1 : ! i # 1 I . I , 1 t t ! I } I + t ! ( RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATION FOR PUBLIC l_ o i t i l t I ; t I } i i } j I ! 1 t } 1 I f I 11 ; # i 1 I I I I fi. _ _ _, ., - .a t I a I } 1 , _ 1_ _.! _ i _. ... . _ .1 . ... _ . . _ ._.- .. _ .. ... .. _ _ • 1 _. _.., _ ._.- # + t i } : i i t 1 } I I I i + t i l i i ! } { I t r } } t - I I -j } t WORKS CONSTRUCTION - CURRENT EQITION• CONTRACTOR SHALL BE FAMILIAR I 1 I I # t 3 I f I I xITH AND SHALL BE RESPONSI i i I : t. i I I I s I ! I i I I I I t I 1 i BLE FOR ADHERANCE TO THESE STANDARDS AND t ( i t. • IO r _ : . L ; , ♦ RcOu s . I _ _ } . __ _ _ . 1 t _ _ _ _s __. _ _ .._ _ _ _ _i__ _ _ _ __, .. _ _ _ _ . . _ i I i i ! I t } I t ( j ! ! t } } } j- .� { j -f �N 1. SPECIFICATIONS. . t , i t i I i I i i i I I I i -r- i ! I i I t , f 1 f t 3 t 1 fi i I i . � t # } 1 j . j F I ._ I _•. ..I �_�• _ i_ . ... _ _. I i I 1 ' I i I i ! i i I I j 1 } t _. .. .. _ I.. .. I I I I 2. II i , _ ., _-. _ i I i i I a I j } i �: j t1-1 ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND. TELEPHONE OR POWER t i , s : s } . a ' i I \ / • t 1 I I j ? t I i j 4 I ! t ; j I rt �q" y f } POLES. WATER METERS. VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT t i j i I I : i _ _. _. _ , i , 3i i i I , -.i i t _;__ • t r � .._ _�____..__.j __ _ ..._ ,_ ... __.._. --_.]__ M ._ ._� ._. ._ .. _-_� -}... _� _� ___l. - -�. .� { I - HO N ON THSE PIANS WITHIN THE RIGHT OP-WAY LIMITS OR IN ADJACENT I ; ,Lj I + f i i I , I I } I a { I AREAS WHERE IMPROVEMENT xORK IS TO BE DONE SHALL BE REMOVED, -; 1- I t -, : _ _ , _ , _ . _ ._...: _.__ . ..._ _}._-. .. - .j'___.I .._ ._. _ _ � ....� .. .I_.... -. •.� ._ .. _ .. _ _ I . 1 • t , r } ' : 1 } _ I _.}_ .: t - } ; fi RELOCATED OR PROTECTED IN PL ACE ASR IRED AT NO S Im i . .. t Q CO T TO THE -t�0.5�- t t t 1 t i I 1 E U E , 11 I i I : I + : _. _t I I. i .. _ _. 4 _ _ _. _. _ ... _. _ CITY OP NC - ; i ; + } _ . - RA HO CUCAMONGA. I ; I , L 1 . _ I 3_ i i - . ; i TH I t t. i I f# , _.�_ate_ ------,--- ...,...,..__... _. _. p4w-- t , I_ , s x ; : . . •: : + , ORK ON THIS PR J i t ; f 4 I ANY CONTRACTOR PERFORMING 0 ECT SHALL FAMILIARIZE ' � I i _ CowcyPETE S/ I _ } ! i t t t t I I 1 } } } I 1 I ' HIMS w ♦ t _ ' I _ _ _ --- > 1�E + t ! , t . _ i_. .- ..j j_- ..• .. I__ _ } ._ I _ } I F ELP ITH THE SITE AND SHALL BE SOLELY RESPONSIBLE POR ANY 1 j . i 1 i I i F I j t t 1 i } t i , , , . • f s R . , ; ++ }}. A10 + sa DAMAGE TO E XISTING FAC _ _ . -111 _ ILITIES RESULTING DIRECTLY OR INDIRECTLY - �`- t j I I I ! } I 3 I _ ' I 1 PROM HIS OPERATIONS. WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON . i 0 ' ' i '` , I i ! t I I t j 1 f I THESE 0PLANS. TE CdWC. '2 / . _ N S/I!c 71D �$E .N dih�; a _I i 1 i - - t . - _ _ __ . . f 1 y f + }. , . , . $ :. P� Sd -DRfjlll! OlJTL6tT . I I .. t #_ k t _ } E : i KG ? i r , t i t I ' l f , } . , ! } t 1 I I � 1 I I I I 1 I I I I //dCREAS y/G/f, I i t ; O , I 1 } t I } I I t -I { I 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO'CUCAMONGA , 1 I I i1j : I I • ! 1 E I ! ` # • f I I t 1 F,R h: ENGINE INE DEPAR t TMENT P - } , ! , - . ' _ __ _ - TO ANY ENCROACHMENT OR CONST , : : I I : } : { i j I t , _ ; t t , j L_ I _ ;. � } � �_ .. RUCTION I I ILPITY EACi I ; i I 1 t I t + 1 I 1 I + T'�! I I j # j 3 WITH CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OP-xAY. . , - I I t ; X l T. E�j E G , * 3 y T ^Y 1t J COC E / 1 At RET GL ' ' : I t ! i t j i b. ALL GRADE ! I ' I i I OF P4V MEAT, Q } t I _ _# Q i. i I _ _ { STAKES SHALL BE SET BY THE CONTRACTOR. t , 11 J _# j i j 1 ' I t 1 . + I a , / t i ' ; - I - -� I ! E;/s+• 091VL ?- (,• COMPACTION 1ESTS OP EMBANKMENT CONSTRUCTION. TRENCH BACKFILL, I t $ t I i . i 1 '_ __. t I t $ ND ALL SUB-GRADES SHALL BE PERFORMED ..i 1 ,. , . __ _ - - I T 1 }.. TV!' LOF '-NIEIII Q� �_ {t.!{ _' CTM , i i s I t I j A NOCCOST TOITHEACITYOOPDRANCHO CUCAMONGA. A xRITTEN REPORT WITH I : , I . -- ------i } ,�3. I G I THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER POR , I I I ��. - f }� i } t , t t _, i •vot ; APPROVAL PRIOR TO THE PLACEMENT OF S t . t - t BA E MATERIALS AND OR SURFACING. ;�I ; i �l,fT13R� i 2.5 � i 1 i _ t . 1► , } t , i , I i `f c i 3 = t , I� I I i t I I. I + 1 . . f t �} i + t ; , 1 1 # i t } •► y } ._ } 1 t PRO i b , t i ! ? j fi a s RC> ` { F I t 7 ESTIMATE OF QUANTITIES IS VIDEO BY THE ENGINEER ONLY POR THE ; : . t 3 ' ; - G{R E ' I , I �� t I 1 I J CONVENIENCE OF THE C/rY THE CONTRACTOR A 4 I 2 I : i i h .� u► • 2 _ SH LL MAKE HIS OWN i I ; r : i �� t I I 1 1 I _ I DETERMINATION OF ON ; iV' . : : t I I ED I I i C STRUCTION QUANTITIES BEFORE SUBMITTING A BID. ' - ' _ , I ; , .._ ..__ .__ , _ , + t � N N I 1 � ' 1._...}- � �� i Y r� } � � ± }� ���� � � -} ANY ITEM OF WORK REQUIRED 8Y THESE PLANS WHICH IS NOT SPECIFICALLY , : . : , ! t j. I I t M t , ' _o ; ' _ t I -._ _.... ..._ __. .._. ? _ W ' _ P QUANTITIES SHALL BE CONSIDERED AS INCLUDED . I ESTIMAT 0 1 I t ! X'� . t i i i _#. L I T D ..., , i : ti i}Q V f ; t 1 I , INSTHE OTHEREITEMS OPEWORK. V 1 < ♦_ - -: ,r----s-- a I ._.r ..: �.._ _....._. 1- � }. -. . ..- . .t_ _ Qp 1 _.a_ i _. , -� . I ' ; : • i _t -. w � i t } �_ = i I • 0 3 1 1 1 f� i ? I 1 CONTACT ALL UTILITY COMPAN . . I IES AS RE UIRED 48 0 1 I i I . _ _�..-_ • _ _ i t t ! .. 1 n .....t ._.._., ._ e - _. I -- j I _ .. I w _. 8. Q H URS PRIOR TO , I /+. I r t I * 1 ; ! : ? I r r ; I_ # 1 t 1 _ } $.. _ j I t EXCAVAT N 1 • I I ; ) I # i i i IO PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: I t i a ;,, LI I I 11 1 I 1R I I I �_ L } t . Q - - I ; i ; __ -_ _.... ... _. _ 1 _ _-:_. __. .:. _I_. I 1 I �#- , 1 I t } , -. � , 1 1 L_. ,- ?. T . •. �.. I .. _ _ .. I j ,.. ..j CUCAMONGA COUNT`.' WATER D I STR C 11 I r : • fi # t # ; I ? t } 9h .t t 1 : . I T (714) 987-2591 2 :- ­­", __4 j-__�.11- I." - l i t 1 } i t t I j t } i t i I i. ' _f , I i 3 9841 SAN BERNARDINO ROAD �. i t t ! f t i �; iN. 4 i i j RANCHO CUCAMONGA, CA 91730 • ; . i I a I : j 1. } I ; G NERAL :CffANNG}[ i I . i I } ! ! ! j I ' t I 1 I I t E TELEPHONE (800) 422-4132 } a I . I 90 1 I 1 I I j ; } } 2 : i ; i t t , t. t POR UNDERGROUND SERVICE , ; s t ! I 1 t ! , , : , i I I I i t t 1 . . I i - ; 1 i _j } ; ;. _ ; t I ; 1 y _ i a 4 t . < i p , I \ } ! 1 ' t 1 i . t I i t i ea : 4 , i t } I I t . { ! I I . Q! ; . j } SOUTHERN CALIFORNIA GAS COMPANY (714) 529-2889 J_ _ ` ._ _ _ ' �1 . , ! i i i . j 1 i i 2191 E. BIRCH STREET (714) 529-7070 . : . : , , 1 I , i , t ! i t I I I _f ' I i { I , , ; , _ I j ! i } .. i -..! } _} j _ _.; I _j j 1 j $- BRED CA 92821 f . f i i I # I I t i I T I : I t 1 : t ; ' : I . . . r t ' j • r i ; ! t I_ i i I . f i I t } . ; 1 i 9. ALL PIPE LENGTHS ARE MEASURED PROM CENTER OP STRUCTURE TO CENTER L I j I 1 0 f I t : ; _ _. _ _. __. .. . _._ -_. - _ _ } _ t 1 r f + rt 1 t_. .,_ ..j. ._. _._. _ �.. 1 -I- ; i I _j - x- 1 I. I j . t _ } 1 ; ? ? j _ t ! I } t OP STRUCTURE (OR END OP PIPE WHERE PLUGGED . i . I I. f ! i ! I I i O ± I i . t ; t I I {�LIiP1r' 1 { I._ t i i I i WORK SITE /.ND EXTERIOR STREETS SHALL BE IN A NEA : : , a I t , t I f I 1 T, CLEAN. HAZARD - _.__ _ .- I 1 t I t 1 i _ _ _ _ .. _ _.. .. _ _ _ I t + i T 4 •t 4- _� . -4 .....j. 4_ L . ..f T. t PRE t ! s , t , t t t I E, ORDStLY STATE• THROUGHOUT CONSTRUCTION. SI ` TE I ! i i ! i i I i i } i , SHALL BE I _ }_ I. . ) i i I I i CLEANED UPON �._.-. ..w. __. .__ .. L ...- ._ �1_ s , _. REQUEST OP THE INSPECTOR. _...___._. _ _._ .. T i j 1 ? 1 I t It F'/V II 12 13 14 15 16 17 kn , � I % N 3 s' '� STORM DRAIN QUANTITY ESTIMATE NA 1�4 `I r SCALE I'I= 4U' I tem anti t -- HAVEN AVENUE 4" RCP 3, `F J� \\ I� _ 2a'� RCP 822 !F - - ___ j I, C-00/6 5 04 PRECgST e&x. F[AREA. I w 0 CATCH BASIN r w=s' _ 3 Ell Ept '-r o SC-CTiav PCR a� v MANHOLE TYPE 6 3 EA 4,2,r imp C�rMIV-5 ,0144, D94, 5 I - - _ .} LOCAL DEPRESSION 4' 2 NII Q EXIST. CURB a GUTTER-� CONNECT TO EXIST. - - - I N. N N ~ � d 1 l,E P o N TIotj I I ti r . k io ,. V W 0c ty ( H ORATE EL 315 0 i 4♦ • �1! \ 10+00.00 HAVEN AVE. V O! im � W J 16+05.� HA/EN AVE . �"' � N 45. (�D SCREE _26+98.09 4th ST. (I i _ _ _ - - N 00° 15' 02" W _ = TRADEMARK PKWY. S. ` -- +-� \ CONN6C T /A/Tb - 7r- - - -- -- -- :-- - -• - 1 = _ , N I � h 12 13 14 15 16 N 0°1 00 W I� A(b. 3 SACKI G -- ��' 3, 1 11 v % EXIST/NE /N[Ej @ FL EL 25.85 I j � � � Q.ADD EXI5T. UTILS. � I 35.63'-24� R.C.P W � /.D' HICK a,G7a �a �*�� I w`o � _ SMH I - M p � Vl rn EXIST. 15" SEWER -SMH ----- ----- S ------- F ---__ - -- S ------- - ____/ -_--- T-- g --------- t1 Z W /.&% '� 1 N Z - N EXIST. EDGE ` 16+63.47-¢5'RT. in j W ,� �Py1L=-Oi? - 1 i �. **'It I I _ _ _ OF PAVEMENT CONST. MHA �A hoor - w -- -- -_ -_ - _ .E_ __.'/ _.( _ W __ L- _.�._ _.�_ __ _.� _�+ _W = FL 3 4.0 �\ _�� --- -- �lL __ - -.-- EXIST. E.Q----. _- .._. -__-_ , _.,. W __ r - V .r I_ CB -T w _ -r _._._�__ _ _ _ ._-.�a_._.�. __-.-_,_ _�'... M__ ___ .__._ _ T_ 24 RcP FC 30.6 $,- I \ 'cM. _ -- -- �- \ __ .�- D-75 CDMB/NED rp0ST,.--: � i { I o x If 30. -; OM1° fi 6MP W I M I i in \ R/W \ \ '4 = 00 00 / FL 5 - �-- � I � 4 1 ( ra 1 FUTURE CUR \ R= �• o � ., SEG TiO ` /r N REMoV�4�c GI�AT/AtG PLANT t I ( 1 *y i 1 = 7614 9' X13.27 -24"Rc P C CM /S co I Ex. F ' '. FUTURC PAS .3 4, 71 - . "� 1 Co AND SIDE OPsN/NG W FUTURE FACE oFc_'R,m D I ..\ / \ 1 1 a 44 \ (A/0 SCA L e W N �k �1 / 1 I 1 A _ewrxANS T',PE A 75 ,'MP Qr . ��o O p,. hr�7 cv a6 1 • , �;, /N(,ET. Co�vFSTR T Bv7'H I / �`�' �" S;� ;: __'%pw_w"-.r�oo&_A'2�1� . N h r• -}- I "o r� GRADE EARTH D/firy �i?�.56 /, FOR 250 1 1 toP 4RRTiNf 3rD 31,0E W o 31972 r 0 RELOCATE S O• ,9DD EXf UT/UT/ES, NOTES 9157 •'' J I I ,O T.O oun-ET' of 8 PVC . THEA/ GRADE /4T I APEN/N6• � � o �0• _ _88 � ' -r-,3-87 I 6 IFUTURd, 1 - 1 12 31 � _- ,L, �0 z �' � cc \ �\ I.If% To /�NGFT �25b' t� k i I �1 I ( " / /I � ExP♦ _� fi, DESCRIPTION OF REVISION DATE APPROVED I I �p ay� �� Jl crvl\�,or , APPROVED = U R gg" R.C.P % \0. / . % .8 PVG omT -T (DErooa BEZou/ 1 44 FL �4 6047_ __- N.N. `1 tf 0� i;- '. EXIST. 42 C.M. " �/ C"MECTioN r'we. Kilts ,26, �4PART COW. S/ccs ,25• RPaRT � FESSin C!�'Y OF RANCHO CUCAMONGA PER DWG 725 FL 27'.O - -&&T_.I��YC - �_ QRO hq 11 0 %\ \ .+- /. 2¢'/e r 1.6 Co % 'Cl 33.0 8' Q�� C� A MIT l":p PL ANS FOR THE IMPROVEMENT OF : KL - - - .,E-___-.. . -- s _'r1____ - _ _..�._ I C _ EARTH Ai rCy ♦Z Cl,� i 1 _- 6 W T HAVEN AVENUE L I cc t� No 31972 r It 9,a __ 1lrcf/ , 24 Exp 12-31.8e _ w P.ER 5,6 i ' \ I 'Fc 3/.0 FA 32,0 . I 16 * * STA. 10+82 TO STA. 17+00 3 -to,RcP P3 i / Z50 `8"pvc sum-DRAIN BriRIED 1 s, �1,v,� - � --a -�-- - ; , -i t ZVXW --�I < � A'\Q STORM D R AI N 11 Q NOW : e0A1rRACToR To VER//c1' ' &"S'Lor ` I I ' i �°` 7b CWP AlSeArL 30.6. To CARR)" -D1RA INA GE EASEMENT- _ G�?-6'S'31 -- N/. 3 rHCK/Ak�, t 6 W/OTN _- 24' Y• ' - 29+00 50 RT. /.o' TfficK ` I l APPROVED 8 "------7',' DATE: S' '�* �- NOR/z-, E VERT LOcAr/cws ©F ,-.--- - EXIST. 15 C.B.*3 >Z 01-5f, % LoW YoCUI`1� I�Lo1�/ / � .. ..�-_ '4 /ST�� ur/1.rr/ES AR/n/� To F� 3o.1 1 I / CITY ENGINEER ,, C� - RC.E NOz -397 x G e v o�/ . ° ` KLAGGE STEVENS & ASSOCIATES, INC. DESIGN �"` RECOMMENDED -T - /NSTAc�ATro,V pF /MPROVEMENrS T/ F[. 29•Z5 "PV Q D. �y_ ( 1 Civil/Structural Engineers • Land Surveyors • Planners �T ,% / EX /2" WA�p, /�Vw�� ` ,' 1 t I / 1 1 1 Camino del RIo North.Suits 700.Sen Dlepa CA 92108-17&4 .(819)282-8502 ov, *_-? E,X rp„ GAS „ //\, /oO ,. • : CONc• sic[ 3 H1GN BENCH MARK ._ � DWN BY: k,p.j• PROJECT N0. 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