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HomeMy WebLinkAbout1340 , GENERAL NOTES S.� it N BENCH MAQK CONSTRUCTION NOTES AND QUANTITY ESTIMATE .• „ X695 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS . THE CITY OF I /o' I / o _ Ch/'se/td ❑ 1n P.C.C. Curb a/ e4sfQnd &_ CONST, COuC. CURB � GIITTER�d"C.f X 20"GUTTEQ}PEQ STD. 303 tt�? L,F. RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC (I / WORKS CONSTRUCTION - CURRENT EDITION . CONTRACTOR SHALL BE FAMILIAR WITH Srdt(�✓v/ So �_ _ So orsoalbcast cur( return of t/Qrsey B/vd. / �� d3, 3/B AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE STANDARDS AND EastmQnl - ;� 2 /N.57 _ ,02G.C• OVER 5 ,46REC4TE 8,45E CLASS,ZI e 50C, SPECIFICATIONS . 4 910 �_ l4 and Uf i c a ,4✓t. ©© RENT D I/E EX/S1'/N6 ANO REPLACE"!N/l,V FULL 2 . ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND , TELEPHONE OR POWER 2, /14l� F/Q✓ 1/Z-S• ¢l HE/Gtf/ [a�?O AaD GUrrne TO 1'A//FACriON OF' C/TY /wSPE[rD.P - TsT 5l L.F 4 WATER r POLES TE METERS VALVES FIRE HYDRANT T SHOWN OR NOT SHOWN N HYDRANTS . EC S s oCONST, Wf/EELCNAI AMP PER STD. / A /o. /0-7, R R R 3 0 / E , o,o 7 3 THESE PLANS WITHIN THE RIGHT-CF-WAY LIMIT OR IN ADJACENT AREAS WHERE I S ��T"f / � p IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED . RELOCATED OR PROTECTED / 4 3A 'r M, 5 I/I�fQ/I Ga/v. � Ton tC �• 600 LF. I IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA . I 3 . ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE I I / IA I I/75t41/ Stree�A/4rr�2 S'ryn Per- CAI 5¢� aOw Fq, HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO 4 r/ L N° A fol-5 EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS � _ � �� OPERATIONS , WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS . j * INSTALL STREET LlGS - 8500 L fdPSV 8 f4. 4 . A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA 8 ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN (p — 1457ALL ZF(X 4" ,YEADF/Z /ed (. , F, CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY • 7 . 5 . ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER . PAVING ® ��� T/ All STAKES SHALL BE SET AT ALL HINGE POINTS AND EDGE OF PAVEMENT POINTS / 2 T)"P, C L SECTION WITHIN 0 . 01 FOOT F SUB-GRADE '4 COA,lST, YAR/Af3LE TN/CIC/l/ESS A.C. 0!/ERLA;r O,IO M/N, f O SUB G ADE ELEVATION AND AT NOT MORE THAN 50 FOOT � ) Z7 INTERVALS . ADDITIONAL PAVING STAKES MAY BE REQUIRED BY THE CITY A�P,?OW ROUTE AAID CLD PLANE PER DETAIL TRIS SHEET j.o2i S.F. ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS . Saw cut to clean E strdl9hl tdgir CONST: 4'W/DE P.C.C. CURV/L/AlF4R 5/DCW4LK PER 53'0. /03�!/t A4 6 . ALL SEWER , WATER , ELECTRIC , GAS , PHONE OR OTHER UTILITY LATERALS , SfOO fO /9t9�,S l MAINS , OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING . 9 CONST PCC, OR/VE ,�4PPe0,4CH P-rR STD 30& W= 35 /S60 S F 7 . COMPACTION TEST OF EMBANKMENT CONSTRUCTION , TRENCH BACKFILL , T/ p �P= 3 6NOVE Gait/3 (x ee.e. ORNE a &V. /o/-C X-An-� 6 5 9 1C ¢ice TR ? ?� ,f COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO e COST TO THE CITY OF RANCHO CUCAMONGA . A WRITTEN REPORT WITH THESE L /L Cen/5T A.C.C. 405 5Tol ,4MOA' (4�1fy/Chi 270 5f COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL /0 6,4X. 110411DAhfgee STYRACIrLU/A •PA10A1_M" ,?5'O.C./lr/? .4 �.® PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING . © lD _ /5 B . AT THE COMPLETION OF PAVING A MATERIALS REPORT SHALL BE SUBMITTED 6TREET TREECONSr/PUCT/ONNOTES TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO QUANTITIES SHOWN ON THIS SHEET ARE TO BE USED SOLELY FOR THE PURPOSE OF VERIFY STABILITY OIL CONTENT AND GRADUATION OF ASPHALT PAVING . Z/.4 O. /0'M117, COMPARISON OF BIDS . THE CONTRACTORS COMPENSATION WILL BE COMPUTED ON 9 . PRIOR TO INSTALLATION OF ANY PAVING A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS ro 7, Cold p/one ACTUAL QUANTITIES IN THE COMPLETED WORK WHETHER THEY BE MORE OR LESS COMPLETED TO VERIFY SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE �- BASE . THAN THOSE SHOWN HEREON . FINAL QUANTITIES SHALL BE DETERMINED BY .THE __ 10 . PAVING SHALL BE PREFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT - _ �_ _ ENGINEER . TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS ( PRIOR TO FINAL PLAN APPROVAL . ) 0Pverlo� 11 . WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF CO/d OF A ROCKY MATERIAL , THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ,o/ane ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE , NATIVE MATERIAL . f0n7Cl,�eQ.lO r7%//�; 12 . IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE , A SOILS COLD PL AMIE AND OVfQLa�IY DETAIL STERILANT REGISTERED BY THE E . P . A . FOR USE UNDER A . C . AND P . C . C . SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER ' S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING . INDEX TO DRAWINGS 13 . ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER , THE CONTRACTOR SHALL MAKE HIS OWN SHEET NUMBER TITLE DESCRIPTION DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID . ANY /oo ' /ted ' ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED , IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE /O SO So 1 TITLE SHEET OTHER ITEMS OF WORK . i si ervo/ /4 3CA. 14 . APPROVED STREET 014u5 13H&LL_ 0E COWSTRUGTEO D.T BACM INTECLSECTION. �n5ein�nf __ Z�• 14�� � __ 2 PLAN AND PROFILE SHEET ARROW ROUTE FROM UTICA m,o 4 3r ")n, iv _ io •7 AVE . TO 1700 ' E . OF 15 . CITY APPROVAL OF PLANS DOES NOT RELIEVE DEVELOPER FROM ml� - '^ I � HAVEN AVE . RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED o 0 DURING CONSTRUCTION . UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE I 20 mol( 2°� m� / 3 PLAN AND PROFILE SHEET ARROW ROUTE FROM 1700 ' PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL . I '-- ----_n _-_ � - �_ I� i E . OF HAVEN TO 2696 ' E . 16 . WORK SITE AND EXTERIOR STREETS SHALL BE IN NEAT , CLEAN , HAZARD I ./ _ - HAVEN AVE . FREE . ORDERLY STATE THROUGHOUT CONSTRUCTION . SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR . 17 . CONTACT UNDERGROUND SERVICE AGENT 1- 800- 422- 4133 AMD ALL UTILITY COMPANIES AS REQUIRED See 060Ve 2 WORKIKG DAYS PRIOR TO EXCAVATION. � I i 18 . THE FINAL OR SURFACE LAYER OF ASPHALT CONCRETE ROADWAY PAVEMENT SHALL NOT BBE PLACEBEEND NUNTILEUTILITIALL ON-SIAND UIMPROVEMENTSTY LATERALS WITHIN PLETED , TEHE ND ALL / a 7 To be install by Soufhern Calirorma Edlsnn Co.; paid for and coordinated by Developers UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED V through Cty Traf'f'ic SoPcfion , AT THE DIRECTION OF THE CITY ENGINEER . 2 yp 19 . CURVILINEAR SIDEWALK SHALL BE CONSTRUCTED IN COFORMANCE WITH -+� TYPICAL SECTION STANDARD DRAWING NO . 304 . THE GENERAL LINE AND GRADE SHALL BE AS SHOWN J'u ON THE LANDSCAPE PLAN . FINAL APPROVAL OF CURVILINEAR SIDEWALKS SHALL BE v ,a,�RoW �oUTE Note ADJUSTED TO FIT EXISTING FIELD CONDITIONS AS APPROVED BY THE PROJECT O't� Trees indicated on this /on ore to be L/ utdambar Sf raclPlaJ rC/f re u/remL-17f PLANNER AND PUBLIC WORKS INSPECTOR PRIOR TO FINAL CONSTRUCTION . h © P Q y y Q CONTRACTOR SHALL ALLOW 48 HOURS NOTICE FOR FINAL INSPECTION OF FORMS . �4-12, SO � 2 0 Z; �00 ®Tree s 5/aa/l ie o/,tn-IGa/and _mAakee//i7 0c0on.71arrce ?01 fh Rhe W,7:5 euri-e.,f C rik/ SFd. T f. = 9.0 r, 3 101q175- )4ab4 0&74rfl/ harrre­s /vi// nal !8_ reyc�trad PRIVATE ENGINEER ' S NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS . TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS . THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS . ALL CONTRACTORS ' AND SUB-CONTRACTORS ' PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED . ALL CONTRAVTORS ' AND SUB-CONTRACTORS ' SHALL COMPLY WITH THE ' OCCUPATIONAL SAFETY AND HEALTH REGULATION ' OF THE U . S . DEPARTMENT OF LABOR , AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS ' ' CONSTRUCTION SAFETY ORDERS ' THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS ' OR SUB-CONTRACTORS ' COMPLIANCE WITH THE ' OCCUPATIONAL SAFETY AND HEALTH REGULATIONS ' OF THE U . S . DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS ' ' CONSTRUCTION ORDERS . ' THE CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT , INCLUDING SAFETY OF ALL PERSONS AND PROPERTY ; THAT THIs CONSTR(/CTS/O�WlaL/� STRCET TREES ,4CCESSRAM WORKINGREQUIREMENT HOURSHALL ANDAPPLY THAT TOHETCONOUSLY TRACTORND NOT BE SHALL DEFEND?TED TO INDEMNIORMAL AND HOLD r �C0991 T010! ,4fFDSC4"E PE`s of 00 � THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY . REAL OR /PEiL10!/E' OrQ/dEAi�ioiQ0,4Ch�� ST�J. /5f96 EXCEPTED . IN CONNECTION WITH THE PREFROM THE NCESOL OF WORK ON THE PROJECT , fit 4 COit/STiPUCT S/OEGV�9LKAN0 $TiPEE'T TREE EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER .; OR THE ENGINEER . , d9R .97-38,BYCOR/VE�P6rOMF OROUP 9•zy �. _., ifl.'"- Sr.,kit * PLA/t/r STREET' TREES C.U.P. 9S-20 A RFLO CATS AND F O o T N 1 L.L g Lv TD, A5 - Dow BRODffS RC 4'/829 A TA Ke ury ed </ofa 114. EXP olgllD4 A/zY .01- A-15 3 Oy L1,4v:/1e C.8.141.5. 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LOC,4 TE TRE 4 �3EH/ND SIDEWALK /FTf1ERE r Z v o h a e n� �Q y r ^ x a 0 "T Q /9 LESS THAN 8 CLEAR /"LA/VTIN&AREA, I k I Q a 0 W h� Q _ H � �" '� Q x 0o J � L � � Il!)` , ^ � � W � '1- �4f��0 W � Q v , n 4 �o � W - - � -i z 4? • y Ih / k � - — ---- --- -- - - --- - -- ---- ------- - ---_ - _ �-- -- - - -- - - --- - - O - -- -- --- G 0 - � 6 b -- 4 4 4 G - - - -- - --/I e 10 i I � i I � — I - 4 Ill — I 11� I I . I A A - � I t - I .-A— . I N , I a � I I I I --,I li I � ) . / - 'It,-,z 13 1.--,<�. , , - . I 1I1l I f / 7/7 r // �, 7 -7— - 11 2 3 71,,N ,��, I '. _. _ ///// i 4 ' // ,/ V I Ill. E I \1 I /'f'•_i �--„ 'r,L , \ i / / i 111,r , , I ai,... . I `t - _—.. - - _ /// — h Y f r�l _ _ -- h - - y _ - I 1.._. �- y _ c�.._ ; 1 --_ 1.. --- - ->1. J/..- z _ .., _- [y' ���S?P-.C2a+v chi)qS_- moi. -j - - 3 - I _ '� i • !•,- - - - _ 1 -14 • -- ) - -_ �._ •` _�-C �i - �'. — — -._.___ .. . E — ,�—._ _--_� F — f. - . r - -- - - — - — '—, . __�_- - - _r , -. � � E f .y � �1� E .. 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R ND GU -r M C. F. AND 24" �� I ,* h d 90 S3 /� 5 O - - conrsr. co Nc. cu B A r ER <e c cv N c C^ / ST TQEE S AND NEW Dk/V� QPPQOACI�ES al S7A. 1218 75 15190 LL'90 (/'`, GUTTER PER STD. 303 , I I 1 I�' % " R-- 3G' "� 6 _ vJ ,0 `u ,,� m1 :�- I _. ? JNSTALL4%Z A,C• OVER 5'/ CCA5S ZI Q^SG . 1 5n o �ZZZ `�� tiF %i DESCRIPTION OF REVISIONS DATE ` -, '¢ � l .W -'eco' / ea5r/1?n/ `� I L w T= 3e-,SG 0- \ i'. Z APPROV. 9 Ca15TRUCT ACCESS RA1 M P PER Ill /OZ ---- - / h N `� V fXr O.R 9 210 8T/42 3 ��9 35.991 �— 1 ° `'11,� " " ��Ii 4 `' , i E � CITY OF RANCHO CUCAMONGA 1z, 11- h { k CIVIL EN6/NEER \ I� PLAN AND PPOFILE Sf �• G?ofq r //Qt - — elf -.r S' ' 't Q�— INSTALL STREET LIGHTS - 95'00 L NPS�1' PAID FOR a,vD Futurt curb data Exp 1 _ _ r,,. - q, i �,. P COOQO/N4TED/TNQ0U6H C/TYS zedr.,/C SECTION BY DEVELOPE2 N t/,ESE PLANS !NE'RE REl//SED PER © .{�. .•i;.'} �� A \ , ply /0237 _2G „( ' : 69 OG 4(, ONLY !/N0Z,-e /,, E rUBE,e1//S/DA/!/F: `� f'/���D / A R Ra W ROUTE OCo -- INSTDL L 2X 4 htad¢r R= 3v' ,, r (/ ► /3 4d s No I- • ec Orawrn / L 55,99 g 9 , -�' � FROM UTICA AVENUE TD /700 E. OF Hf�VEIV AVENUE AIS ARlAgLE 4.C. OVEQL,4Y D,/O M/N. , _ +_�• ; � ';} 7 � T h C , SPEC 4 S � QL T T. 3s. 45 i quo E AND COLD PLANE N64 DETAIL s�/FcT r T Pro.►ect Sheet s- ,-- _ I r I r Q®B COAJSTR. 41 WIDE PC C. /NEAR SIDEWALK PER STD. /OB s/ , Z 2-^14 (s i ,_, `'..`.7 I !` The erisfin overhead ufi/ijiPs &e1eeommun1e4�ions and G RG E. /tE/�NS DATE aJectr/cd/ on fhQ project .sed O/' 4QQOW ,QouTE Sha/f PM, 11852 AR. 88-27 9 CONST P.C.0 COhli DRIVE APPROACH PER STD. ,3OG N= 3S/ rY _ �� ,/ -- -�._ un r t ? i R.C.E. f°' ' b d �oundad /' m fh rsf /e on fht wQstsld /9S9 3 !-.fP/ L�P e ;a� Q n p a RE'S 9 �0-97 ,�,.-,, s,.' ra c�^4 . �, gr'U TIC A V,6 . fo fhP Fil rSf pole Cosi ,I Phe pro QcY, &L4� /O /Iv STALL /S GAL. L! UIDAMBAR STYPACJFL U,4 PAL D ,4L TO 25 0.C, PER n £ , b 5 / q Fr.� '•9< oundar r/on ��}},,�� ��ooub/ie /rn rov n,¢n 4c Q tune¢ APPRovEO BY Aj DATE - fig,< � or occu��ic wfi�ichavQr oc�vrSrsf, P - � _ _ �` *-- ST/PEET TREE CONST/P!/CT/ON NOTES HEF�EON t y� CITY ENGINEER '�C/✓ R.C. E. N0.Z;?3 97 A@— DeLETERROf'O5E0 Drr/lie ARR�0.4Cf/f5' AT No parkin siq r,5(Q- Zu) on fht /iqh� ,Gb/Ps SCALaE N , 4 i ` c: Q 4� >St(��q On A2Q4w �4uTL . !trine/ Segns on ,Cb/e3 T��% G''/D`° ` /�,f� -, Al, e,� DESIGN / RECOMMENDED 5•TA. /O t 76.5 AND /4/-5.3.75 5 � per C%f S 1 E xu 3-34-99 ONSTRUCT SIDEWALK, STREET TREES ACCESS ! Q o �, F, U,S° �c,A. */I b/ ®Q3 @--RE/Yl0!/E' EX/.t7/NG DR/!�E/rt/fll'AOP?DAC///SND ,tEPG4lE lt✓/tit/FULL , ff-"W * �, 3 Z In W G. E it R.C.E. NO, 2 4 9 3 3 //E/GTH ,C&ASAND 6&7AI-t /O S.9r/FAIT/Diel !JF C/lt /NlPECIDR e3;dewalh loyoutis conceptuol only. Approval of the final s/dewa1k RAMPfC0B8[ESTONEHARDSCAPE PER ORS „ f y No. 24935 " DRAWN 8409 UTICA AVENUE SHE ET ® /8 CONSTRUCTPRJ>/,4TELYMA�NrA/NEO H,4ROSCAPEPE/RSTD. 542. IOY��t shall by made m tfk Field end adjusted Qs n�ce5 .0 m�ef ,Pzc-71W/EOR/!/E,410PAOAC/�c�ST4. I5t96 ONSj�. SGt/ ;F ''�, * E'° '?'3'8s F S , RANCHO CUCAMONGA, CA. 91730 O Piad cond��fr ons as approved b the Public works Ins eotor and ® 400bT TREESRER O1P97-38 BV C0/Pl►/ RSTUit/E6'R U 9z� Q -' - _ \s CIV11 (714 987- 0996 2 OF 3 INSTALL STREET NQ/t/!E S/GN PER STD. 40/-,Q P y P l,A> 1 Prot ec f Plon n e r prior to Pmol consirucfion . Q /�ELDC.4rE 4w1kEGt�.ol'.9oP.P0.9Cf1�-rzO; L Z/! C.U� 95-ZD - 0• � C.y,4�PLE'S 5'TEliE/VS I7AT <f �F CA1�F CHECKED DRAw1uG SIO. N0. UEtC1?11°,.10/{( OF REV/S/O/i/S L?A7E APAR /QC E 29725 EXP,3-.3/-99 �,, V, DATE �'/' �9 FI Lf N0. � �j'?(� PROJECT SHEET=�.OF / SHE,57-5 I ::-._,�...:.•�.,.M -,._.,-,.-",-..,H_��,,.. ,w w:.-.:. .:..H_�.- M..,..'-:�+�.,,...,..„_.,..,,V,.,��,.-.. {� E 1F / 4. 1. a p . . . . - . a .. PK; _ .. _ 1 , ... :. .. ,. T p .. .:.. .. n. ., ; 1 a I V I e MA , 3 - : .. . y .:. s �. y i .l• n : £ „F - s ! - a v % > * �. ,� �HISECE 7 LN P G, C1IR a _ - 1. 1. 1. . . v R k F 10 {M * p a, r * 0X157IGP tSF �U14B . �9 y X ` F �" �` V . �. : ap p € € D. AND (1'TI CA< A1/E . 11 o r ap ,� �iC/5T1N TOP'DF C'L7R8 0 N ` N F', \3 .� ~ . -r' \ � 11 . . LAVA h! lIZS 4 : �- { �, "I's - . : . . ., l`- f , , . . 1 � . . 4 . . �- E € . -- - . . . t . , �� �L+�--� E l.. I -��. I 11,6 4 l 1i I . . i � E , . d ., . . .. . .: .- , a .. < , a . < . ., _. < , . _. .. ._. f a n _ _ , _ i ... ..._ a _. _. , : { # '. . . . _ - - ._. . . f 0 ,� a p p I1 `V� : - � + I � . is -C- /57r/A1& f /N/5 /l_D �l r 1 CIL .. �-�, ©. �>b, o�� �, : �, �S• f. FX��5T�1VC� FNr�iYO .S'f�RF�4.C'L� � �� t� t �,3� . . 4- A L - 1 AT t .- . ... Y - * 5 t� �y it 11V f : . ; �� , t r i r v �,t I i�� / .� :p� 5 f .tri _ !t� Bi t'�� 1 �� `�' ��� 4,� tit' s, r .. . ' . 1 . . . 04 _ . ..... , ......s ..: ,. ...: . ... . :.... ..:--...% .a...... A � _. .. _..... ... ::,. . .., ..... ......, <.... .. .. .. ..., . .... .. -. .... .." . .. ..-. .- .1 _.. p n { /00 c.` _. . . ; . . . . . . . P. /. .1 //le/..34 r y 1. . 1 �. ss 0,c. $6,5✓� r c .. .. . . . _ . . - - - - . . . v v � . . 4 w � 1; - � u > h v�o,�o#sE0 _ � . �0 F- }. W , TOP OF CURB �SRADE o ; a' k ;+��0 `. SFa �; v : .. . ; P CURB GR/a+DE �/ a N N _ - t a TD F7C15T �llG .ED G3F`Pf�V�1NNr v , c '{. o j� .- i� O;N y N Q �� (1Lp {V 14�- © t ,� . a1 X15 -IMS EDGE OF ,0AVEl�11Ir i V 1;,, �. tp �� t 1 `� r' * . " �* G > Nl� �� . 1� 4' IST/NG GR E1 D.; �' -r'1 f . o u/h . 01 , �$ U I'„ S If , L __._. �2040��I = P= �' 3 �� ----_.._.„ 1 ------_" :! Tvl� 0 1 4�-- -/-1 _,- -_ - .. ------_... _ .. -�/ , �3 0 ,::�� (e 1. � s 4 z I , ` I 0 a - ... . n 11 J ___._�. - � a 4 ... . _ , . . aI 1 ` , f f l_ Y I -1 _ _ _ _ : .. < .I ; .., + Y �. j : - _ . h { F > ; I , . a N y : < , dd J , {. _ _ £ s - - e 11 , - c s _ - t . . ;Pp 0 F1 C A 1 } : .. , : , _ . . _ . . k i I : - : - < VOR/Z , /' 401 ' . - - L . '�igRT• f// . 41 { { . . tt y _ k ,. :.,.,..:.... .:.0 s - �. z 17 /6 ,, /9 20 l 2/ 22 23 2¢ 25 26 � 27 A- @)� �o 7-YP � � _ Z tl\ QCONSTR!/CTIDN NOTES FOR STREET TREES 10 2 - /�E'/P OR 97-38 o, /- Q//.s�rerf/rces are,& 6eplead/rr acen-dance wifh C//y.SYondard GD/ O - 44 ' 44 ' 2. !J//slfne rices .shall be sfakeu'crr�pp/an/ed accordi�9 o C/41 S/d. V to '' �h � � &oS 4 or CaoSB as /orvllm/fy fo hardscape �bfolcS, � � � � \ W /?' 3 2' 3?' /2' �,{urc o/'o//s f f ho// 6e per / e rerom nd ions of ? It � v til 3. Bock 'r//m; h c, e V d Y an a9r-on o/n/c sous rrpor .urn 1-f, - fa the C/fy /n,5p ecror- , s t ; Z kto Ise .1 ' 7 p W Q Na sbree!/reams�s'ha//��iEoplarr¢ed wheie 1,4e ceoler o,/fhefrunZ /s cl ser "� 2 ' �' � � l o tbn�3/) fhre�tec/ /a Pir leoce ofcurb unles5o/%,-01 nafeq� Q t -q e a Q p � � 7 3 Q//s{rr�/ree5 are-vr (-ect 1b inspect/on and o'ceertar e br#e CifyEh9ioe-er. 7 p Z p W O ,•.ti 1Wz r, I y�� - Q I N � N , - N I � W ° 2 R/W � % \ F R/W - 11 d ) k Q i kA r - - �_ -� -ti. -w - - — — - ' EX/5T. C. �'G. `y k N - EX/5T. C./G. N 10 Is G G G G G G G ---�- 6 Q3 0( 9) 8 C.U./ 9S-ZD . i , � 15 Z /(o /5 Z /G Z `, v l7 ° IB 19 24 I � I/ I // I - I - // sFF nRA►Nr N6 . u 4 � ,3 L/4 � 2 2 2 73 .m w 2� ?� _ - G' 2 7 - --- _ -- — e �_- _�r Ex/5T. E. M,r/ - -_ til - --------- �,� ` _— - - ---- -- /.v0 I T.c W - - --- _ ...-__ _ _ K,' -� �V YY . T , J (I La===��--- -=�--- I I I I � I — s. j Y _-_-_.�_ _ �. _ s F -- -- -- -- _ )� -__ - -- - - r-- T- - - - - - — l�- ----- -- -- - --b __.. _ © _ - - - ; —� ' i r / � s -�- — —_ _ T- • _ F .. - -- E _ _ __ a -� - 1 � 11 It. 10 4a vi , -Ir�0nAQLEL IZ ° Zho � � � 6 � ; a � � 0,% APRow � � P o1JT� � z T � , a "' SCALE l - 40 h O O � % c 3 c n m v `'J v - � i e► h Q &Q ,� Pb R E 1 ) o e o 140 J j I�EMOI/E U•P/dE.9o/�/POIJC//@ST4. /5f96 CONST S.Gt/ ,n O ,� o ., �, X o -. -� m m �, O Icit � o n Q% . L, , � `�• ® 1400 5'T. TiPEES IEFW p/P 97-38BVC0/P'rt15R5TOrl/Ei9Rg/ gty. 111113 � '� 2 g : � 3� 9 ►� � a h e. ' �i 'n � /31 o• N 3 1* Qd � o ° b o ch / N '�, M Q 4. e V lu � o � t O \9 !� o. N N O a b l 4Q i't Q �. W � c1 t, `►. h 0 h ® RELOCATE OGVY A,oPlIOAIN A,t/D .f/04 L�/.4L/< LUQ 9S ZO 01 ° d (,*N y I �) h 0 I y l �c CURB DA 7q o� tf, c o N - y o c -/o CONSTRUCT�OIV N�TE � � � N � a h �, N � �a rr .� o o �I C N J Q -` i. b V V (`l) Rem ve !.4t•coe-4,,-f fir. 0-ve , Add•Mona/ k/K1 /Jeo;ev k o. Add ,S,-s / l .� a � � � o � 4 , ., ,� h 9 5 air / e m o , �, -a d = 30 00 00 h b r t h O O d J 13 � � c, ® zt "' .x. Ip �J — C0A15T. CONC. CURB AND GUTTER (8" C.pr• AND V� � � . - ' b � l S �� �O �' I� 0� P / 6r� A �n �/ 7i?v5�InlPr�nnec� Coad„,'- 8-Z3-94 G/�vi//e W95-zu . k 24” GUTTER PER STD. ao3, ID ;, o� 6C) � I N 2 �'1�--`� z o R= ,36. 00' � % ►: v c . 0 Q N \, i a w C p Io w C C L = 56. 55' h Nj b� � I � `+ 1. /Q �PE�L101/�D D�/l/E 4D�P0.4CN HJT /B/3/ /1 u0 gDDED STQEL 7' T 2LES �_ Z f� / 2 /N5TALL 4!/ZA.C. OVER 5 CLASS dA SE. 3B 7 �1 T= 36 DO' 0 ,IJl� j t. l� C V R F1�S;� - <-�= 2 3 CONST. WHEELCHAIR RAMP PER STD. /02 I 22 ?� B ��' '�- h N 3 �' Quo vC « ti�1 F DESCRIPTION OF REV15 ONS ATEyI ,fio/kt/S r ., P ,5A © ! Reseu/idn 1 ; ���'` Si`, G' N N' ' ��� Fj-p i A P P R O Y. . �X/5� MDRpVFMej7-5 RER Nc). C297-5�s �. � 1� 3 No. -4T'35 P r. : -, 5 /A✓STALL 5TREET LIGHTS -95 00 L HP5v j P4/D Aae t1ND DW6' 11/0.1144, srlEETS 3t4 afs � # � Z s' CITY SOF . R A'N C NO CUCAM ONGA ti �+ Ex �_-, �� Exp a? 31 93 ' '` NA&CCoo2DlNATED 1'TyR4Udf/C/7-y 5 7kW4 /G SEcr1010/) y DEVELOPER CURB DATA ,, 9 `-�,' 2 „ t v 4 /. Y i l PLAN AND PROFILE /��,�,*4 ,z,�1�? A ,, 70--- CONST V.4?lA�3L E oVE�?L AY o,/o NEI N� Q = 90 ° 00'00" cV y f/'4iPLEl, !�! v'TE//ENS DATE11:, AND COLD PLANE PER DETAI SHEET I /PC.E. 29725 EXE .3-,3/-9'9 \ �r `'f/I • i CONST. 4�W/DE P.C.G• CuaVrLrNEAR SiQEWdLk of 5TD.laS //* R = .30. 00 I I ���I���Q �/� n n � /� / � / / D� I " + `-` 8 Q T O/V A TYPE /S S/GN.4! ANOfOR Q e IF' 4 {/ 14 RRL/ l/ V , V L T F C7 , 9 �q /NITAL L 11 OOD L h'Pllr Sr,PFEr L/Gff Jf G 0�} 9 coNsT. P.�c. CONc, DRIVE gAPRO,4CN PER STA/0/-CW.3, L 56.55 DOL/GHriNG 1-rA.vO/I/IDPDLE/NiTf//S' tLY�iN.9i,PFA,PM Z'"cONOarTt<.vEEP'� $PSC/Q'' cE ✓ FROM 1700 ' EAST OF f�A ✓EN AVENUE TO 2(n29 ' ' rz �/+1 rrxc f�3vs slag " T ` 36.00' AA1,0 r0uivoAr1eA1 PER C9Lr�e,Vi✓s slANo.4/Io?mle,,esy-6B CDM/N,4lE y/ coA/ST Rc.c ,qi/2 (4 TFI�c�) si/ALL OE CUTDF6 TIPf /rV/Ti,� PDTOEL/--C/R/l UN/7 ThQ eX�'s11 qq o enccad utiIlf/es &elecomrnlcafions ona/ EAST OF NA VEN AVENGE .p' ,� � ( : /3 RC%Mo✓c;4fXEca.157/evc7 Pc.c.p vS ,4?17';. lPt,� -v7z7 /ol- c, Al.50 ¢/QClricc/ Iin� r ho /or•oj¢C Sid o!'A2?owoRo � Sha// . f" -il - / U/DAtiI sT !FG ",0446 ,4010" 250•C. PE SEX111e,- C'AB/.11,FT Z 6d,V,0r�r M S:C.E SE,QI//CE bq and r ro rust& from A170 /'rsf pole n e we,-1 pM. i18 Z �t A 30 O INSTAL L /S GAL• L/Q BAR YkAC UA R side ouvu IC4 A v,F, fo the f'1r37po/e Qasl- of the pro/ecf 5 D.R. 68-27 ° Sj2EE7- T,efe C0A1S7,euCT/Od/ W-TES NEREOAI. boundary, Arlo/- fo ?,bc Pub/ic //��r-ovQrrrQnt acclPfoncr C/V/L ENG/.YEE? ® - S1drwolt loyoui is conceptual only, Approval of the flnpf Sidewalk crc�ccupoocy, wh/chever occurs rrrsf. �- APPROVED BY I DATE; y ��OFES�Ip CITY ENGI NEER r/esE PL.9N.f !11--,- - /?EV/SED PER /'4: _ - FF leyoul sho//be mode in the field and adjusted Qs necessary fo meet - , �A / �''✓ R.GE. N -T9-- . A,-DrvYU/✓oERtHESU,,E,Pv/S/DNDF.• 2 /4- jD5figl/ .51 �e� �Ame- sv o G- G�,y, -� Acv .A/c- 407-,q ,`S6/-,6 Q CD/t/ST•Prrcr e-a",E-2c�r-O jPiP/d condrt/ons OS approved 6 the Public Works lns edor and o I ,�I �Q``o PSE � NF F� 9 7 .9 FER STp /Q2 PP Y P ��=�'"h` '��, `�;�� l�!' O% DESIGN FZECOMME. D D 2 /5 I>7�fa// Z ' C-VIV .�2/ W4'Cc,.7Z AI-117 /� // rode dor fz,/u� 61 "-,a/ .717 .-onhrr�f Pro�ecl P/anntr' error fo final construcf/on, � `�t" y.�^,'��>> ,` ;3 i��. F V1 a t s -� x No. 24935 5 G, NEL�a R. .E. NO. 24935 DGA z / Iwo// R// ,&� fid. 4 11, - G� � x -c; { No ?03G2 �` 'i Exp 1231-89 * C R A W N 840 9 11T1 C A ENEVE- �H E ET Z M� 9G �l 7%f �Q RA,NC+ip CttCAMC�NGA , CA. gl'T3 EO E E /<-G--,eN- /,;W16- 0, 1 :r P e4't 9� g t /l C.E. '� /95-9.3 EXP/.Pc�s 9 dD-97 \� \fqj CI Vll O�� , F, 3 DF 3 S' fv�'�,a?�P I f CA1�E 0714) 987 - D9°)G - ';f �k, CHECKED DRAWING 1J0. �.a y/ •-zs-�.� N, G Al, DATE s--/-B9 FILE NO. 1340 P.nne/h . L/' -Il - �o Ikfe PROJFOT SHEET 3 OF� SHEETS v t £asf line R7rce1?of PM. 1993) Rf e. �f?2 GENERAL NOTES 30CONSTRUCTION NOTES AND QUANTITY ESTIMATES RoadepsemenI per 0R. 906<9 /123 I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF 1 ler/e' lO. CONSTRUCT CURB AND SUTTER PER STD. 383 (S' CF) IS 9 7 L•F RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR 6S.B or a►B•8 9/ PUBLIC WORKS CONSTRUCTION-CURRENT EDITION. CONTRACTOR SHALL BE . Sidewalk ea,5epent per P,N, /0237 2. CONSTRUCT CURVILINEAR SIDEWALK PER STD. 384 FUTURE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE 30/ 5.89 � -�'-'- STANDARDS AND SPECIFICATIONS. /3.69 -I 2z - -- - --22 '__moi/� �i 3�. CONSTRUCT DRIVE APPROACH PER STD. 386 AND DETAIL HEREON. (W=3S' ) -� i �..� o� Min. ?, 14 iaox• ¢r I /� MQ'I 4�. INSTALL 9' A.C. IN 2 LIFTS OVER 4' CLASS II BASE 7B 981 S F 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER u', , r POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT 2 h+ .3 min. I I O SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN AD- ( /� " o o �a�OQ�ft. - - JACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE WHALL BE REMOVED. Der Level RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY I ° -` O CONSTRUCT SPECIAL CROSS BUTTER PER STD. 389 2/!05 S•F OF RANCHO CUCAMONGA. ' - 2 I 0 CONSTRUCT SIDEWALK AND RAMP PER STD. 318 2 5 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT MALL FAMILIARIZE s HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY �, I O REMOVE EXISTING REDWOOD HEADER 290 L F DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY I FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON 1 ,%Z 4 REMOVE END OF STREET--TEMPOR-*RY PAVEMENT //la sr THESE PLANS. `^ 1©. REMOVE PARTIAL BARRICADE / Fo• 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA S�y ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION B -30 t0 /5 f P.7 7/ it REMOVE TYPE 'L' , Wel, AND '6' MARKERS WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. TYPICAL SECTION 12 INSTALL R-2I TRAFFIC SIGN AND LIMIT LINE ANt5'ST0V OAVEME.N-r 14ARCCtLIGS JFQ PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.81 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 13 INSTALL STREET LIGHT- 5800 LUMEN f4PSV BY SOUTHEIRM CALIFORNIA 7�a. 58 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY UTICA AVENUE EOtSON'� PAIC) A1\10 C0012 DINA`fED BY DE�Et_QP�R. CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. T,),= ?,0 R = 62 14 CONSTRUCT UNDER SIDEWALK DRAIN PER STD. 587 /7 Eo 4 6. ALL SEWER, WATER. ELECTRIC. BAS, PHONE OR OTHER UTILITY LATERALS, ; ' 4 15 CONSTRUCT CURB AND GUTTER PER STD. 383 (6' CF) 1767 LF_ MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. SideWaik a Semen..__ 3j, 331 _Slden�cr;'k easement e. D M• 102 37 // 22 ZZr �i I 16 CONSTRUCT 4 WIDE SIDEWALK PER STD. 311 >c-41-rU e E /0 �`¢v 5�. 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL. COM- P �- per P, ,'Vl. 10037 INSTALL STREET NAME SIGN (SPECIAL APPROVED DESIGN) PACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO ��- /o I 2 Eg- COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE I r r , COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR 4/ �� �, 2 4 18 INSTALL R-2� SIGN 2S Ea APPROVAL PRIOR THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. o p 1 INSTALL PLATANUS AcERlFL014 CLOWDON PLAWE i(tEl; ®O E ) 5 EA wIDROO-40 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED I I-'�:�'-�: 5 - �-- •''.`•� I 20 INSTALL PINUS CAhIARIENSis (CAw�.ttY ISLAND ptNlr) FUTURE TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETE 1 - TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. NOTE : 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE I �� //o I QUANTITIES SHOWN ON THIS SHEET ARE TO BE USED SOLELY FOR THE PURPOSE OF COMPARISON OF BIDS. THE CONTRACTORS' COMPENSATION WILL BE COMPUTED ON SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATION COMPLETED TO VERIFY: SIEVE ANALYSIS AND SAND EQUIVALENT OF C5� 4 /S ACTUAL QUANTITIES IN THE COMPLETED WORK WHETHER THEY BE MORE OR LESS AGGREGATE BASE. THAN THOSE SHOWN HEREON. FINAL QUANTITIES SHALL BE DETERMINED BY THE ENGINEER. 18. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL ). TYPICAL SECTION INDEX TO DRAWINGS 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF PULLMAN COURT AND FULTON COURT SHEET NUMBER TITLE DESCRIPTION A ROCKY MATERIAL. THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL , ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DE- 1. TITLE SHEET PRESSIONS SHALL BE FILLED WITH A FINE MATERIAL OF A QUALITY BETTER 71 - 70 Ru G 2 THAN THE NATIVE MATERIAL. 2. PLAN AND PROFILE SHEET UTICA AVENUE FROM 548' NORTH OF 12. IF THE ASPHALT CONCRETE I8 TO BE PLACED ON SUB-BRADS, A SOILS JERSEY BLVD. TO ARROW ROUTE STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. 3. PLAN AND PROFILE SHEET PULLMAN COURT FROM UTICA AVE.TO SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE Fi�tIISN GPA DE 420' EAST OF UTICA AVE. AND FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. FULTON COURT FROM UTICA AVE. TO 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE ` 487' EAST OF UTICA AVE. CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN g DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BED. BENCH MARK ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY '������� rap of'cwh LISTED IN THE ESTIMATED OF QUANTITIES SHALL BE CONSIDERED AS + CHISELED ' ' IN P.C.C. CURB AT EAST END OF SOUTHEAST CURB RETURN OF INCLUDED IN THE OTHER ITEMS OF WORK. JERSEY BLVD. AND UTICA AVE. ELEV.- 1123.41 14. APPROVED STREET SIGNS SHALL BE CONSTRUCTED AT EACH INTERSECTION. A- A 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPON- SIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. le. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE. THROUGHOUT CONSTRUCTION. SITE SHALL BE lI V CLEANED UPON REQUEST OF THE INSPECTOR. QI 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. b if. THE FINAL OR SURFACE LAYER OF ASPHALT CONCRETE ROADWAY PAVEMENT C NOT BE PLACED UNTIL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE IMPROVEMENTS COMPLETED, AN AND ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED oe AND REPLACED AT THE DIRECTION OF THE CITY ENGINEER. - prDOP ft✓!� - - - - - - i9. CURVILINEAR SIDEWALK SHALL BE CONSTRUCTED IN CONFORMANCE WITH - - STANDARD DRAWING NO. 384. THE GENERAL LINE AND GRADE SHALL BE AS SHOWN ON THE LANDSCAPE PLAN. FINAL APPROVAL OF CURVILINIAR SIDE- WALKS SHALL BE ADJUSTED TO FIT EXISTING FIELD CONDITIONS AS APPROVE 4,1�6 //ne BY THE PROJECT PLANNER AND PUBLIC WORKS INSPECTOR PRIOR TO FINAL CONSTRUCTION. CONTRACTOR SHALL ALLOW 48 HOURS NOTICE FOR FINAL INSPECTION OF FORMS. ryP. eT'YPl1CAL. 5RC7-/0A1 STZFET AUME JAGN PRIVATE ENGINEER ' S NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURE SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCT- URES NOT SHOWN ON THESE PLANS. ALL CONTRACTORS AND SUB-CONTRACTORS PER- FORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLEYEES ARE PROVIDED A SAFE PLACE TO WORK AND CONSTRUCT DR/lE APrhroACH, CURBS/DE DRAIN THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL OUTLET STREET Ti`�Ef_S �S/OEWQLK PER DR 04-40. 9 Z t�dl COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL CiTY RELATIONS' CONSTRUCTION SAFETY ORDERS. DESCRIPTION OF REVISION DATE APS CVED Focrrl" 6LVO" THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CON- CITY O F RANCHO C U C A M O N G A TRACTORS' OR SUB-CONTRACTORS' COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH REGULATIONS OF THE U.S. DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' CONSTRUCTION ORDERS. PLAN AND PROFILE P M. 118 52 D-R. 88-27 THE CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE V TSCA AVENUE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION Q ('.M• 102 37 FROM 540'NORiH OF JERSEY TO ARROW RTE. D Q• 8(0-2(° OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS A R Ro w ltourE REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL PULLMAN COURT WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD i PULL MAN C , THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ' FROM UTICA AVE TO 420 EAST OF UTICA AVE. ALLEDGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THE PROJECT, See Q FULTON COURT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR sheet V FULTON �kT ., FROM UTICAAVE. TO 407'EAST OF UTICA AVE. THE ENGINEER. _ Z t F1: sl Nq " APPROVED BY / DATE - `6 G. NFA � CITY ENGINEE R.C.E. 22 397 t1FQSEy I I 19L�/o. DESIGN. -- ' RECOMMENDED IQE1//S/�A/.S ,BY iE Z W. G. NELSON .may 33fol /NC. ,� ._, cy- No. 24935 f'�' 5' CIVIL ENGINEER EMP 12.3189 9007 ARROW IPOUTE, 54114E/W ` � 4 " * DRAWN 10621 CIVIC CENTS DRIVE SHEET vtcrw�ry MAP RA�t/CHO CUC,QMDII-GGA, CA. 9/730 _ . slgj Clv1� ���� �, S RANCHO � o fir►, o :®r( -3450 - f OF CAL\E ---L- OF - CHECKED: DRAWING NO. ON BROO;<5 RCE 4/829 TE W j�j.A ' DATE �"l'By R.C.E 24935 1340 DROdEC T• S/•/E E 74 0 F S//E4T,5 0 Q Y / CC. BENCrYMARK.' Chise/ed n n RCC. cur b 4 a/east cod of'-sovfhcosf curb f4 EXist. ground - - __._- o,''cicrsey 8/vo! 44 - andU/i7a.4ve f/c% I/25. 4/ • b ,�: a .l on curb on curb +_ v ^ o h v - Top of curb rode ^ `" _ - m �l oft 9 Q first ground ` h O CN R V � I _ __ .� Top ofcurb grade' W o �. - o 1 o R 1.83% � �n ,� ,•, �h 1140 /i3o V N p - aPini ih ed svrface grade. V i Q \ I • h % 0\ _� t 74°lam -' � �oo 'VC, finished surface 11 isf. ground I �2Z' //4o ro _ I �; rN • � � .I ,i `� � � Ih � h �. '\ �., ....EX•Sl<9rOun �; � <r h � //SO J V k I`�lo`N `\^ u Jvi "' •Top of curb '4; b v v u cr ss d� �I� N v Ih �; Exist ground y4 Y4 t14�' i I l N : ;til� �► � � _. � h � NI b _ � N! \qv " ToO ewl-h grade e% \ j 'v J V v V I`n NMI 0/ K 4 ►�ti o h ry of'h �' - //0 4 /o 0 //SO / N f 5Z 43 ff. 97 �I�x �I on curb on curb W v ala h 0�'h a �v � �' P,POfILE SCAL ES l 9.9r o Vert. I"= 4' 5 G 7 a 9 to 11 12 113 14 tib tCo CUR8 X;r,4 CURB 04T4 J=7007'09' d=7007109 c R= 378/ _ { R=d?2' y to ° L=4'6.97UTICA 1= 52 43/ c AVENUE h c g t3 r q o m I O r , 8 d t8 8o N Q h I o= h CURB DATA 0,\ ^ \9 N /o ti h ° o o h L=SS. 99'SL y, °` / 3 �► 'lot T=35.45 i 6Uesl line of'.30 road easement Pero..R, 92(8/1423 o '�d sere P. M. /0212,911&-19 83 P. M 8 UTICA LIU y �L y _�L y Ly- lj� y 2L X1/40. / 2.-32 /L/S So_ C6 C2 //47.25 4N 00:FL. FS FS• F. \ I I r \ N //4'G 4�� //40.G/ ��� i ti2� i F•5. t 3 !a q� t =5. 7/// # _ iaef . /41.7oT-�• iG //4 . / I r4� 3z / 1447 1F o. F r/45. , T -3/i3g-o ° grC. >� 75 /!3783 `. Z p 2/ --_ -- - - - - - a -- - - -- _ - /TY - - — — - _ •� _ z•�' - " -- - - -- - - - - - -- - ,', I ` � - - - -�- - = - - �- - - - - - -- - - - - - - - - - - - - -- - - - - - -- - -- - - �_ t �� X c -- - -�{- -- /---- - -- - - - - --- - -- -� MON -- -- ---- r`Z"�' _ UMEN7fP/QOTECT / PLACE I d Ir I ` pA ,QemOn er P kJ 19 Z � _I� � v I 00 v Ig c9 o a a a D ( v o• I O N IB trZ �9hN d= 90%53r14 of N CU,eB 04T4 0 IO * /0 - 3/Q 4 211 331 1 ` 67� ?2. 1 7) J8 I ►� 20, T_ I - (t (3)QJ ' t8 r9 T=36.S�' I moo, / o' ; SEE SHEET 3 CU,PB DATA GURB DATA Cl/RB DATA Z SEE SHEET 3 CURB 0.474 3�: D_T0�09 d=707/09 D= 90 S3 /.4 d_8946`46 I PAFCEL I J P 422 R-378 R=Z7 _j o R=27 P. M, /4457 CURB DATA CURB DATA 1=SZ.43' L= a 97' C= 42.83' a v L=¢/.99 22 D R 00-49 P 90 013//Q" d=89°06/46" T=Z7,fZ' 7=26.S9' RZ 27 ,P=Z7/ 5 L=,d/.99/ / / CONSTRUCT OR/!iE gPPROACN, CURBS!OE ORA/N T= Z7.4Z r=ZG.59 OUTLET STiQEET TfZEE.S �S/DEWALK PERDR 00-'40to'd► CONSTRUCTION NOTES a DESCRIPTION OF REVISION DATE CITY G0?4*5TP_UCTtON NOTES CON`r. O Construct curbEqutf¢rper Std. 303 ( 8 C.F•) APPROVED /e lnsfoll R-'<v S/9rt . 02 - Construct cur✓i linear sidewn/k per Std. /03�,//4 CITY OF RANCHO CUCAM O N GA O3 Construct drive approach per Std. /0/J TYPE C ,�W� R` -9-9 PLAN. t9 Insfa/I P/,,tams acerifYo/vGondor) p/anQ free PROy/DE 8'MIAV/Muti1 Q /nsta//3'/ A.6, /n Z fif4�� es over C/o.55 71' base PLAN AND PROFILE # PLANT/N6 AREA.LOG4TE 4 BE /ND SIDEWALK/F THERE /5 LE55 THAN 8 O - CLEAR )-LANT/A/G 4RE4. O �� a UTICA AVENUE g A5 ®RENIOJ/E EX/9T/N6 DIF/X25-WAY APPROACf/. © Construct spacialcrossquff¢r per Pd. 309 FROM 54d NORTH OF JERSEY BLVD. Lam\O/9'EPA/NT MSTOP,iEoeVD .4ND L/M/T LINE, O Construct sidewalk & rarnp per .Std 3/0 TO ARROW ROUTE � B Remove exist. redwood headerCONSRU C CURBS/DE DW11V 0t/TLET PER TU /O7_C •W`PER � 4. t 4/271O 9 Remove and ofstreet-temporor avrrnent Q `_� APPROVED BY DATE O yp , F � Y t0 Remove partial harricode `ti`'/w =P CITY ENGINEERR.C.E. 22397 6L&6r:�O Q O J . , r ! CES GN - ktCOMMENDE:i: BR Remove tyf2 „L„ Alb/1 d �G, rnorc¢rS IC ` vi. 2493c � W. �. NELSON F' CIVIL ENGINEER 10 >3 5� m T P Exp.17 C_ / l Q/7 S O ovC r - 2 S! rn // m � / �l c , d en>` a n t l ,P t of'f'i n and L l rte mo i al r Q k n s. -5,340, INC c� m s 9 , O 9 � o No.41829 � \ � v � . . �' DRAWN. 1062! CIVIC CENTER DRIVE SHEET. q007 ARROW ROUTE SU/TE /20 "t\ �` Exp. 3131/04 J3 Install strae t 1/4ht, 5800 lumen 14PSV'6y .5ovibern Call{orn/4 9T£t7F �� �t� � � � RAN- 945-CAM'01�1�; C 9 HO Cl.{C44MAI&A, CA. 81730 * Fd�san, pq,dand coordinated by dev%per r 714- 945- 4 07 2 of 3 4 50 sT CIV1L �`� l4 Cot7sfruct Under sidewalk dra/n ¢r 5>d S07 �,f f-1 i;' 9 8 4 q/ pQ O P CHECKED: - // •% / t F OF CPQ-\F DRAWING N0. A JA Y 17 Install Str¢¢1 Ngrn¢ s/qn ;_ SP2ctal approved d¢s,gn) 340 N B Off$ RCE 4/829 DAT DATE E_Y R.C.E. 24935 PROcJECCT SyEE 7 Jr OF 7 $NEE T,5 BfAICAI MAR.)V' 071seled tE3 in PC C. curb Cl Oast erica' 0f'.50u117ec7s7L curb reyurn op derse y B/✓d. trod Utica.4 ve. { Elev. /I2S. 4/ 26. 0/� 87. S/� B7 5/ V � V t4 M v v Z. % w a0l N3. V 1 I I\ IN Q � 4 kv 4 O tv tv N o V � N N 13 .423dh i v 1z039`�O 4 h N %-9v 1. tin 1Z V �' ' . �I �• 4 Q( Q °� M `• P. _//39.7, N V \ ` n \ \• 0.423°lo v I � v 50°% �I v yv , j � �o N `� Q c N 28.0 B 7. 5/' 71.6 3' a a 0 2B.0/' 87 5/' 7/. 3/ 20/ PROf/L E SCALES NOP/Z• I - 40 VERT. /"=4' o / 1 3 0 / Z 3 �( I` Ib I CURB DATA see ShCet 2 /p� dU /0 00/00" S¢rz Sh Pet 2 a �� o / // y. �' - �� G CUQB DATA �/ LURBo DATA « I R- so/ / �- IIL CURBD oToA4G CURS DATA Q= /05 00 00 ' d- /5 00 00 ''� L= 9/.63PULLMAN d= /s 0o 00 COURT -•�� , 33, 'de9 pd 46 FULTON COURTN R- 27 , R-lO7 / 20 / 3 q L, �G3 22' 22' / ' �, 4/799 L- 28 o/� L = 41, 99 3 ! L= 28.0/ 3 - , Z T._ 04) /4.09' 4, .,� T= ?6-5.9/ T= /4.09/ W 0 ,�� I � 3 2 v % � Q °o I 12 ZD d� rB I l8 4 m OKv/�0 /t W , 18 /0 ?o "r6 N• N 3 Cu,QB DATA :' t o ) ro il3 CURB Dd TA / - _ = - - d a8 0 d= 2/0°00'DO/� ° - - — - q.8 \ d= 2.'0°00'00' o T p � '9� %iQ�S T z'J ' I ?.5 � � / p •.� •o x/38. 74 b L=/R3 Zoo !N /i. d.2 4 F.L.. m N //3923 F L 11.40.6e7.0 L= /83. 26 �- II4� 2IFL. f n N /�47dSfL //48. 967' 2 CIO �� N F I MN 4169017'/2'/ 4B. - - - - - - — - - -- - --- - -- -- + I - -- -- - - + -- --- !: / ^--� •.• ' afoo � N � � R'1 NBA /7 !2 w X/410 7 `•S., a ' i N - a.S4 T.c. V N n3 5/-c. //J 9 TC. 0 \n aR —p �� ��/ ter- - - - - -- - - - - - - -- - - - - - - - - --1- --- - - /,Q o�F�c --- - - - - - - - - - -- -- - - - - - - -- ---- - -- - - - — - ,-- -- - - �2,cT� 2/ V I !f I v% _ Q I: t o: N Zo � II � I 1 � !b r3 �• � v s Za o 3 { �} r-W g DATA „ °, \ 30 33' I °� 3 9'f 33 I d= 90 S3 /4 -,— I 4 14 ti 2 !' S9 p CURB DATA h 'h CUQB DATA // 22 22 / CURB DATA % o GU2B DATA / R=: 27-1 ° d= /OS 00 00 t �'' o / n � 221 / i / !4 d= /5"00100 ¢ 20 ,-= SO i I o d= 90 53 /4 4 L=42.463/ R= /07/ L= x: 63/ R- 27' / GUR8 Do,4TA /� 4= /0500/00' 7-= 27, 42 L= 28,0/' Sco ShQef 2 L= 42, B3 d = /06,00 00 .Q=SO see Sheet 2 T= /4,09/ i� !6 T= 27. 42' Q1 /07' / 1i ? /8 L= 91-C-31 / L z 26.01 V / T= /4.09' CONSTRUCTION NOTES O3 Construct drivo approach per Sed. 306(W= ?S/) - 02 /nsfall Q-/ traffic sign and j lm'd/ine and STOP povemen t morkln�g �3 /rnsta/1 streQt /fight 5800 Lumens HP5V by Soalhern Coliforniq Edison/ CITY perk/ and Coorddinated by deve/•over. 14 Cor,st-r-uct under s/dewolk drain per Sfd. 'S-07 DESCRIPTION OF REVISION DATE APPROVED -� Ccanstruct curb &-gutter per Std. 3030"CF) CITY OF RANCHO CUCAMONGA Q In stall '/ J,C, 'n /if fs V01 4"e/ass base 3 / 2 0 11 lb Construct d ls,dewo/k per Std. •31/ c-41-, L/,¢E PLAN AND PROFILE PULLMAN COURT �g ln5 i/I R- 2�o s1q� FROM UTICA AVE.TO 42 d EAST OF UTICA AVE, 20 ksfoll Flnus conorr'¢ns l s�eano'ry is/and pm¢) F�2E ---_— FULTON COURT FROM UTICA AVE.TO 407' EAST OF UTICA AVE. APPROVED BY ` DATE iROF t�SiQ;y,�� CITY ENGINEER R.C.E. 22397 vp flSf'•�% DESIGN. RECCGMMENDE < 0 -0--er, • s W-vG. NELSON aa «I S , '/ /� v cr No. 2•!935 Li'° f CIVIL ENGINEER - x, DRAWN: 10621 CIVIC CENTS DRIVE SHEET: t RANCHO CU714 t�0 / OF C OF —_ CHECKED: ` Q DRAWING NO. 'bATE �'l' C9 R.C.E. 24935 1340 - PRo�EcT sNE�7�o oF� sy�Ers '