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HomeMy WebLinkAbout1705� - - I I I - - -T - I : �T I I I . I_� I � 7� -- ........... I I I I - I I I I I �I � - - - - - __ - - I- �I'll,­ - - �� ­1 �I—— "I 11 "I T I I ,� �I I I . � I � � I � I � I I � . : I I I - I I I I ­ I � I-I—-I-- . -�- ­1­­­­­_­__­ I 11 - ­� I I �- �- - �I—-­­-­­­ __________-______­­­­_­­_­_-_­­­­�I I I -� -­­���������������������������������������������������'. - - � - ��­I ­­­­­­­­­_�. : � .7 --l"MR. - �.- .­- , I I � � I ­1 - I ",7� ,,,, - ,". --- ­­,". �-'"',�--,��-,,�:,,,-�-gloggpu_mnwloRwpjgnm.W-wpigmmp.!i����MMRTPM�M __ __ __ I------ - - �­­�- __ ­�,,�,,7 AFRIEN111mgm - "WI-If"I" I � ,,� _T_­_,­ ", I .1 -inMr- - 7mmr,,1_­_1­_ I I�7_ I-- %�,____­ - � ��t�,,�,­­. , "mm-,__­ .: I : � � � : � : : I ---- � I - -I - � I - -1-1-- - ­-_ : I � I :� : : : : fi__ : :f : : :: : �, �: :� : � : :: : � I � I : I � � - :: :I ��� I � : - - - � IQO: :: - - ­ � �I ­­­­ 1--_­_- : : 10 � : : : I : : : I : : GUE^11677A I. Mcp�rAFS � : � - I - - ' ::Z . ... . . .........1 ,--� u : 0;�� t i ir��: : __ - !M, 5, `:U :' E=� )2 0:::::��S� D�� C�D : �0 � [F�o C_[T" U�D 0== i �m I I I 1. ALL WORK SHALL BE DONE IN ACCORDANCE WI_'H THESE PLANS, THE CITY OF - ­ � I - I I - I ` "­11­ - L " - � ; RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS :FOR I ­�mi &U4�,es I S ' I DHF,IC�0�p N I - sT, vEE:r - _ I I� I I � I � PUBLIC WORKS CONr '�'�,,,_ICTION - CURRENT EDITION, INCLUDING ITS ANNUAL I � : � : I - , LL I "I IsYm ST-29115-7 I SOOITANJAC.� cammot-i smu"ar- : smu I ar-1 : i SUPPLEMENTS OF ;-- -iDMENTS, CONTRACTOR SHA BE FAMILIAR NTH AND : I I - It-, SHALL BE RESPONc_ O SE STANDARDS AND I � � - I ­­ ­ ­­­­­ : "AZIC i I............I..........�...__ :: 011& 0 - ___ � :1 I I _: : I 1 �-_ � i � � I : - I I I : : I I �� �I : I . i : ­­___ i � :; : : SPECIFICATIONS. Lm�� � I I : i .� . . I � ! .: � : I : I : � : : : ! i : : : � I i - i __________j - - : : I IN : ­ ­­­­___ I I-- - � : : i up � '06i D 1 2. ALL PIPELf ES 0- 'iSTRUCTURES OF ANY KIND, TELEPHONE OR POWER I : : - GTRACS:� L WiFIDIRrIAL, : � :: LVA_ . : I . � i : - : � - 61 I : I = 0 _L�� r� � QO I - :! t',5 A �: PLOWS, WATER METR. ALVES, FIRE HYD OR NOT SHOWN I AAL-3d, m w.�or-�s" . C-Qwjp(pu&1w : � :: - I � : f � . �� � i : ON THESE PLANS *Ii -HE RIGHT-OF-WAY LIMITS OR IN ADJACENT RIGHT-OF- I i ::PLAOTIWS A26-X i � 11 i : : : � : :: : : �- WAY LIMITS OR IN k j�T AREAS WHERE IMPROVEMENT WORK IS TO BE DONE ­­­_ � ­ I - � �� ___________ ____ � � asQuiezD � ­1 - I I I- � : im � � I : : �� � - : I � :i I : ''I � : r----------�% _1 _1 __ - - r---\. t��� [� : Z _ : � � � i I : I : : - REMOVED, ACE RELOCATED OR PROTECTED: IN PLACE AS . 1-11� I (_��� r ______f le�� i � MILLAVLZO AN01F-_::-70&?6%2a;���SaMLEVIZE�� z!6 014. "t'j. :115 GA4_- _5 1 : :: I i : - , : I : : : SHALL BE � I -) /11 le:_N� ;� I i � /I z2h,N Ad=s�� - : kpi5l�� I � : -) T HE CITY OF RANCHO CUCAMONGA. :� : PDpVL*jwS :: 0 � - � I ___U N­,_�� I I I I - : : : . I = I � REQUIRED AT NO COS� L-r-C) cj��,� �_� �LF I Cm L-r---I-j �S�2j : � ­11 ­1 � I : : 11111to-T 7 - : : 3. ANY CONTRACTOR PE;,,FOR'MING WORK IN THIS PROJECT SHALL FAMILIARIZE - : : -339 i ______ _� I ­ I - I � HIMSELF NITH THE SITE -'IND SHALL BE SOLEY RESPONSIBLE FOR ANY DAMAGE TO - ___ - � - - I �� �­­­ -I--- 1101111111�� � i - wf,�I ­ - --, "___"� .0 - �% __ :lmj� It � -- �__ r________1" :: : I i : I . � =1 : 'zcw - r-----------% 1­­­­­­­_j i : I 54AL. f0--;::::::::;,­) .0­� � � r_________1 - - : ; E�_ tqVLLstjwUrA Cu- : C"t O.C. : ll 11 ____q r__ ___U_j : � : - -_ --- -_ : 36 I r I f I r : i �3 � a - I _` =_ : WHI TIES ARE SHOWN' ON 'THESE PLAUS. : i -1 � mkywcmen, cglt,�K- ,.F4%-rACRF- � 1: j I : : I I - ��: I— : 1 I -115 i I� : I : -) _N :j $1�_ 1 i I 'ETHER OR NOT SUD� ACILI i �i ,------.- I �=� L_� 1L_� LF-1-5 Lj 11��� -_ - -_____ L_&�Jl U �E� I �0 U [�� EXISTING FACILITIES RESu,-TING DIRECTLY OR INDIRECTLY FROM HIS OPERATION, - f : : � I I I , j LA2 1zn&"' 1. I - 1 : i � : 4. A PERMIT SHALL BE , '.�TAINED FROM THE CITY OF RANCHO CUCAMONGA PU8LIC I (05 A : : : I / : WORKS, ENGINEERING EL , ,,,RTMENT PRIOR TO ANY ENCROACHMENT OR : I : I : - � : I �: WITHIN 'CITY OF RANCHO CUCAMONGA EASEMENT OR R�C '-.-- " I , I : � � : : , I : J : OF-WAY. f I : : I- ­ - - . I - : - � - - ­� � : : I : ,GINEER. ONG 41113JEOVAfff7ja I- �'riQFTA# Z:P#?A,fj V lViD 7111F.9 CALTRAAW GSAAER&L N07W8 : , : 5. ALL GRADE STAKEE .-,ALL BE SET BY THE CONTRACTOR OR EN Is : - : : STAKES SHALL BE SE�' ,�I-f ALL HINGE POINTS, EDGE OF PAVEMENT POINTS ;-HiN - PROJECT AREA � 1. I 1: I ) : P ; : I : : 0,01 FOOT OF SUIB-GRAi�E ELEVATION AND AT NOT MORE THAN 50 FOOT 1. ALL WORK SHOWN HEREON SHALL BE CONSTRUCTED IN ACCORDANCE NTH THE PROVISIONS 1. AN ENCROACHMENT I ERMI'T IS,:REQUIRED BEFORE ANY WORK AND REPAIR WORK AS NEEDED. THIS WORK SHALL BE FURNISHED � : : I N I I I I INTERVALS. ADDITIONk' -�AVING STAKES MAY BE REQUIRED BY CITY ENGINE AS OF THE AGC/APWA STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 11991 MAY BEGIN :N OR i EAR THE STATE RGHT�OF-WAY. AT NO COST TO THE STATE. ,� I Ss B R FORM 7, WHERE SURVEY MONUMENTS EXIST, SUCH MONUMENTS SHALL - : . NEEDED AT WARPED Or 1ERTICAL CURVE AREAS. EDITION, WITH SUPPLEMENTS, STANDARD PROVISIONS 15 UED Y AND FOR USE IN THE CITY 2. ALL WORK WITHIN THE STATE I IGH:T-OF-WAY SHALL CON � �- 11 FOOTHILL I � RL\/D. �- - � I �I ­ : : � I .. , 1 : 60 6. ALL SEWER, WATER, �:_3_E-CTRIC, GAS, PHONE OR OTHER UTILITY LATERAL,� ;MAINS, OF RANCHO CUCAMONGA ALSO AS AMENDED IN THE SPECIAL PROMS11ONS OF THE PROJECT TO THE LATEST STA D ECIFICATIONS OR LL BE REFERENCED AND RESET - -=-'I-,�-,:��_ ,I I I N E CONSTRUCTED P IF i t CITY HALL . OR CROSS11 GS SHALL B RIOR TO PAVING. - SPECI' ICATIONS. AS DIRECTED BY THE STATE'S REPRESENTATIVE (STANDARDS PURSUANT TO BUSINESS AND PROFESSIONAL CODE, SECTIONS ! Uj i : , VIC � � �> �_" 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, 2. THE STANDARD PLANS AND/OR DRAWINGS LISTED HEREON SHALL BE CONSI R DARDS MUST BE PRE-APPROVED AND 8700 TO 8805 :(LAND SURVEYS ACT). 13 _1C - : I I : : D : .1* I COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE 'PERFORMED AT OF THE CONTRACT DRAWINGS AND SHALL BE ON THE JOB SITE AT THE TIME OF JUSTIFIED). B. THE :PAVEMENT SHALL BE SAWCUT 2' MINIMUM FROM THE E: GE : : f . F-7 - I > :: __�'�CE�NTER. DR. ; SPORTS /, �I ; L�j : : � I : , : NO, COST TO 'THE CITY OF RANCHO CUCAMONGA, A WRITTEN REPORT WITH THESE CONSTRUCTION. 3. :NO 'EQUIPMENT OR MATERIALS MAY BE STORED ON THE STATE OF PAVEMENT. THE SAW-CUTS MUST BE PERPENDICULAR OR . : COMOLEX < : , I : : : I : 1�: . : � I . COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH RIGHT�&�WAY- PARALLEL TO THE STATE HIGHWAY CENTERLINE. - I ARROW .....1.- : � ..�,Ili TE A . . . ' - �...... --- - 1: �, - : E 9. ALL SIGNING, STRIPING Ai\,D PAVEMENT MARKINGS SHALL BE IN I -_ I :.`__:'_'- j I ! I TION SHOWN' WITHIN THI STATE RIGHT-OF- i . ��_= A'DDROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. , T14E SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES 4. THE STRUCTURAL SEC I z: -1 *' : : : i I I�"I ,� 1�� Is --- �� 1�� : I THE COMIPLET�ON OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO RESULTING DIREC R INDIRECTLY FROM HIS OPERATION, ,, WHETHER OR NOT SUCH I WAY IS FOR ESTIMATING PURPOSES ONLY. THE ACTUAL SEC11ION -CONFORMANCE WITH THE CURRENT EDITION OF THE TRAFFIC ��, ,- ,I F : � I , 1,TY ENGINEER, LISTIRG ALL TESTS OR DETERMINATIONS COMPLETED TO I FACILITIES ARE SHOWN ON THESE PLANS. WILL BE DESIGNED BY A SOILS ENGINEER A TER NATIVE SOIL MANUAL, PUBLISHED BY THE STATE OF CALIFORNIA, z :L ==! U, : I - E JERSEY B: VD. m, -41 ,/� CAM:ONGA ENGINEERING ,ED. A TRAFFIC INDEX (TI) OF 1 1 DEPARTM4 N�T OF TRANSPORTAR O-N, AND THE SPECIAL UI ,�� "_ 1 9 STABILITY OiL CONTENT AND GRADAT11ON OF ASPHALT PAVING. 4� A PERMIT SHALL BE, OBTAINED FROM THE CITY OF RANCHO CU' TESTING HAS BEEN COMPLET : : I- � '?, � � I : : : > : �_ _� � I'll : TI � A;P�CM_111 : I '1611"', 9 )R TO INSTA! LATION OF ANY PAVING, A MATERIALS REPORT SHALL BE DEPARTMENT PRIOR TO ANY ENCROACHIMENT OR CONSTRUCTION. � SHALL BE USED :;IN THE,DESIGN OF THE TRAVELED WAY, AND A PROVISIONS. ALL PAVEMENT MARKINGS SHALL BE - : � < I .C� - : : : �;­, � i � � i I I : _r i I I � I : , EER"S OFFICES AT LEAST 3 WORKING OF 7 SHALL BE USED! IN' THE SHOULDER DESIGN. THE THERMOPLASTIC UNLESS OTHERWISE NOTED ON THE PLANS. ry : : ,� I�T I �Z:�, , : "I JuBmi I-TED TO THE .Y ENGINEER. LISTING ALL TESTS OR DETERMINATIONS 5. THE CONTRACTOR SHALL NOTIFY THE CITY ENGIN I- ­_ _­_­1 ­1­ I : " , i I � : : i . � . I I i I I I """ . . _4___�4_ - --4--- � I 'I : ­­_ I , , � I I : " : TION OF ALL SIGNS SHALL BE DETERMINED IN ! I : I' ll � I : , �,-,jl COMPLETED TO VERIFY: R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF DAYS PRIOR TO THE START OF ANY CONSTRUCTION' FOR CONSTRUCTION STAKING. LABORATORY REPORTS AND THE DESIGN CALCULATIONS SHALL 10. THE EXACT LOCA : I . ; ,�, I : _ - : 0.- : 6, PRIOR TO PIERFORMING'ANY EXCAVATION ON THE PROJECT, THE CONTRACTOR SHALL BE SUBMITTED To THE STATE'S REPRESENTATIVE FOR 'S REPiiESENTATIVE. I : �� f �, : : I : I : I � ') PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE, AND PAVEMENT SUBMIT SHORING DRAWINGS TO THE CITY ENGINEER FOR APPROVAL. IF SUCH SHORING DOES �APPROVAL PRIOR TO CONSTRUCTION OF THE STRUCTURAL 11. ALL CONFLICTING STRIPING AND: PAVEMENT MARKINGS NOT f I : I I: I � : : : 'ESTIS TAKEN To r '-TERMfNE STRUCTURAL SECTIONS. NOT CONFORM TO THE STATE OF CALIFORNIA CONSTRUCTION SAFETY ORDERS DEALING NTH SEC11ON, SHOWN ON THE PLANS SHALL BE ;:REMOVED FROM THE : : : . - I : I : t I 1- __ � �- ­­�- �- - - I—- - : :E : 7RENCHES AS I� SUED BY THE DIVISION OF INDUSTRIAL SAFETY THEN - : I : 11 WHI N IMPRCIVEm-INTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A EXCAVATIONS AND -I :s 5. ALL STATE DRAINAGE STRUCTUIRES/CHANNELS MUST FIRST BE PAVEMENT BY SANDBLASTING BY THE CONTRACTOR. '_ ' : I : - 11, I ­� : : : B � - -: - - -V MA4- - : : - I : I - . ruAL, )HE SUB-GRADE SHALL BE PREPARED Y REMOVING ALL SHORING CALCULATIONS AND DRAWINGS SHALL BE PREPARED, BY A CALIFORNIA REGISTERED COMPLETELY CLEANED OF DEBRIS AND/OR SILT 8Y T14E 1 1:2. ALL :CONFLICTING SIGN3 SHALL BE EITHER REMOVED OR V7C1JWf 7 : - - I _ _ __ : : : �OCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OF CIVIL ENGINEER. CONTRACTOR PRIOR TO MAKING THE CONNECTION. RELOCATED BY THE C�jNTRACTOR. RELOCATABLE SIGNS SHALL NTS I I : : : G : N �E : � DEPRESSIONS SHALL BE FiLLED WITH A FIR GRADE MATERIAL OF A QUALITY - 7. EXISTIN UTILITIES SHALL BE MAINTAINED IN PLACE BY THE CONTRACTOR UNLESS 6. THE CONTRACTOR SHALL 'BE RESPONSIBLE FOR ENSURING THAT BE INSTALLED AS SPECIFIED ON THE PLANS OR AS DETERMf ED .11 ; E : i �BETTER THAN THE NATIVE MATERIAL. OTHI RWISE NOTED. ANY STATE ;DRAINAGE FACILITY WHICH IS CONNECTED TO OR IN THE FIELD BY THE STATE"S REPRESENTATIVE. . : 8. PRIVATE AND PUBLIC UTILITIES, IF SHOWN, REFLECT AVAILABLE RECORD DATA. THE i 13, ALL SIGNS, ROADSIDE MARKERS,, ELECTROLIERS, ETC., SHALL BE 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT DIRECTLY AFFECTED, BY THE CONTRACTOR'S OPERATION SHALL I : : � I REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P,:C,:G. SHALL BE UNIFORMLY CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL LINES AFFECTING THE PROJECT BE CLEAN A141D OPERATIONAL PRIOR TO FINAL ACCEPTANCE OF PROTECTED AND1/OR REPLACED ::IN-KIND ACCORDING TO THE - I E : F : E I � � : APPLI: D AT THE MANUFACTURER'S RECOMMENDED RATE I OR THE FULL WORK AND FOR ANY DAMAGE OR PROTECTION TO THESE LIN' S. PRIOR TO STARTING THE :PERMIT WORK BY THE STATE. ADEQUATE CLEAN-OUTS AND CURIRIENT STATE STANDARD PLANS AND THE CURRENT 7-RAFFIC I . i I � -MANUAL, AT NO COST TO THE STATE, - _ - - - - I � ­ I � PAVEMENT WIDTH PRIOR TO PAVING. CONSTRUCTION OF THIS PROJECT, THE CONTRACTOR SHALL UNCOVER ALL EXISTING UTILITY I ACCESS OPENINGS SHALL BE PROVIDED IN ANY CONSTRUCTION - '­ - ­_ ­­­­ ---- ­ I - I­ ­ ; 'S R N i C:40MB 7 MiJAC 7_140M MC71 - 4 2 1 A A 1 V 7 17 7TIAMS : " : 13. ESTIMATE OF QUANTITIES I S PROVIDED BY THE ENGINEER ONLY FOR THE I LINES AFFECTING THIS WORK. WITHIN THE STATE" � : IGHT�OF-WAY FOR FUTURE MAIz TENAN:CE & � - � I I I : I : CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN 9. LOCATIONS SHOWN ON THE CONTRACT DRAWINGS FOR EXISTING SANITARY SEWER HOUSE I I I I :� !: : * i I R ,No. rT arf DETERMINATION OF CONSTRUCTION QUANT17ES BEFORE SUBMITTING A BID. ANY CONNECTIONS ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL FIELD LOCATE LATE: ALS. � I i ---____ � - ­ . nmm- - I -­­_ ­ I ­�. : � - : __ - __ ____ � � !­ W__ _ 01"1151-9 -im- - 1- I I I : � � : RED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED 10. PRIOR TO THE DELIVERY OF REINFORCED CONCRETE PIPE TO THE PROJECT SITE. THE S L. C17 V FOA VV442 JV40 TIES : S T :R E E IT S , : :: : 11 : - I I .. : . � - 1, i I : : I IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE CONTRACTOR SHALL ARRANGE FOR A CERTIFICATE OF COMPLIANCE FROM THE MANUFACTURER __ � � :: : :: � : : I � : 1. :: C,ONST. A2-8 CURB AND: GUTTER PER CITY STD. 1 04 LF 2,� : :: : THAT THE PIPE MEETS THE TESTING REQUIREMENTS OF THE STANDARD SPECiFICA-noNS. I � - � - : OTHER ITEMS OF WORK. � I - �; - � � 1. ALL DETERIORATED PAVEMENT STRUCTURAL SECTIONS AS DETERMINED BY THE CITY INSPECTORS : 11 : : :: : : : :: : I :s : :: : R I 4 LF 3" : : : � 14. STREET SIGNS PER CITY OF RANCHO CM RD NUMBER 401 SHALL 11, THE CONTRACTOR SHALL VERIFY THE EXISTING FLOWUNE ELEVATION OF THE Ext TING 1� - 1.­ E TO THE SATISFACTION OF THE CITY INSPECTOR PRIOR TO THE Z :: CONST. A,1-8 CURB :ONLY RE :CITY STD. 1 0 - - - ��. ­_______ SH ALL BE RE :: I : : : DOWNSTREAM BOX PRIOR TO STORM DRAIN CONSTRUCTION. AFTER VERIFICATION, ALL I CON T. 7" AC OVER 8" C.&E ** Sf 149,S 1 3 BE CONSTRUCTED AT EACH INTERSECTION. " I 'STREAM TO THE LIPMEAM TERMINUS. ANY CHANGE FINAL PAVEMENT OVERLAY. I ,- 3� i IS � . , 15, CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM CONSTRUCTION MUST PROCEED FROM DOWN 1 4. - NOT USED--- , : - -11 � � k RESPONSIBILITY N OF ERROR AND OMISSION DISCOVERED IN GRADE MUST BE PROP10SED BY 114E CONTRACTOR AND APPROVED BY THE ENGINEER PRIOR 2. PRIOR TO INSTALLATION- OF ASPHALT PAVING, ALL EXISTING CURB AND GUTTER OR CURB ONLY � - ____- - -_ - I : ; DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL TO CONSTRUCTION. ADJACENT TO SUCH PAVING SHALL BE INSPECTED BY THE CITY INSPECTOR. ALL BROKEN 'OR CHIPPED 5. 1 JOIN EXIST. 1'�I-4G CURB & GUTTER ,OR CURB ONLY I - - ­ - A 9 1 - �- I � - - , I . - '" :T : M E I . I , 12. STATIONS SHOWN ON THE CONTRACT DRAWINGS ARE ALONG THE CEN ERLINE OF THE CURB .4D: GUTTER OR CURB ONLY SHALL BE RE: OVED, AND REPLACED; TO THE NEAR ST JOINT LINE 16. CONST. CURVILINEAR SIDEWALK PER CITY S':D. 11 4 1 �i SF 8'I� - , BE PRONAIPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. I _i I�- - ­-__- __ - - - - . I � I - lz� : 16 �VORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, CONDUIT, OR ON A LINE NORMAL TO THE CENTERLINE OF THE CONDUIT, EXCEPT WERE TO THE SATISFAC_'fl_ON :OF THE :CITY INSPECTOR PRIOR TO PAVING. 1 7, CONST. SIDEWALK ACCESS RAMP PER CITY STD,. 102 : EA I - : I - ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEAN NOTED OTHERWISE. 1-11 - �-CIAL DWY. APPROACH 1 & MODIFIED PER DETAI�LS_SF"� r' Se 8: SF 1, 8,91' .I- I � 8. 1 CONST, COMMER (TYRE�G) ­� " - �e I '. REQUEST OF THE INSPECTOR. 13. STATIONS AND INVERT ELEVATIONS OF PIPE SHOWN ON THE PROFILES ARE AT THE FACE ­­ � PER CITY STD. 110 I - -I I - 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO I OF THE CONDUIT. UNLESS NOTED OTHERWISE. 0. CONST. 4' WIDE SIDEWALK PER CITY STD. 1 0!3 � ___ I LF 1 70'1914�)_ - ,�,z I� i � 1. I -1 - � i - 14. ALL A.C. AND P.C.C. REMOVALS SHALL BE SAWCUT. 10. SAWCUT & REMOVE EXISTING A.C. PAVEMENT I � I . . ; S� io"51160 I EXCAVATION. I I � - _ 11 I � - _ ­­­ � 15. DESIGN OF THE RCP SHOWN ON THE CONTRACT DRAWINGS IS BASES ON THE ASSUMPTION . � � t ; : � : i : :s . � I i 9 ­ 11. RAI E MANHOLE TO GRADE PER C.C.WD. STD. No. 118 � , I .� �: EA I ONUMENTS ARE TO BE PROTECTED IN PLACE. ANY THE PIPE WILL BE INSTALLED IN ACCORDANCE WITH THE CITY OF RANCHO CUCAMONGA � I ­ I- I �!: __ i 1 : �: : ' 1: EA 32 i i I MONUMNENTS DISTURBED OR DESTROYED BY THIF CONTRACTOR'S OPERATIONS STANDARD NUMBER 341. IF THE TRENCH WIDTH EXCEEDS THE OUTSIDE DIAMETER OF THE 12. � RAISE VALVE CAN' TO GRADE PER C.C.W.D. S,TD. N06 4 : : �, - : ­ � I � � 11 I ' I z: : I � 1: I __AIS ,S : - ! i 2 : : A :8, : 13. R E :;PER CITY STD � � � I, TOR'S EXPENSE. CONDUIT PLUS 24 INCHES THE BEDDING SHALL BE MODIFIED AND/OR PIPE OF ADDITIONAL E TORM DRAIN MANHOLE TO GRAD� I . 323; 8 : I : EA I � I - �- I I �i�� ­­ I � I I � -, ,� I -_ - � I 1: i . I : I,- I I , STRENGTH SHALL BE PROVIDED. THE PROPOSED MODIFICATION SHALL BE APPROVED BY THE , :: I : 14. - NOr T USED � I I ": ; :: : : : : � 11 : I :: : I I : . - - I : � . � � I - ------ CITY ENGINEER. . -I— - - 11 :i - I i : :: � ; 1: �: 1 :I :: : : � � : : 26,230 : : : 11:6. ALL OPENINGS RESULTING FROM THE CUTTING OR PARTIAL REMOVAL OF EXISTING - - - I 15. GRIND �& OVERLAY EXISTING PAVING (0.15, MI'NIMUM) 'PER DEfA I L-:,-S,H IL_,'.2 �( SF 1: I I I I "I I I � � � �­­­ _ - . � _­ - �� _]��4 `� : :: : : :: ­ �: : I 1. : � � : :: : : - -- 1� SF �� 11,59,504 : r : ­­ : ; : - � � : CULVERTS, PIPES OR SIMILAR STRUCTURES SHALL BE ABANDONED BY THE CONTRACTOR UPON AND- REW4 r/ fiVA0Aw.M 4D#=- S- "ASAF- 77S 16. GRINDI ,01.15:' ,,MI,N AND OVERLAY EXISTING PAVING . I j : 1: : � � I- - --- � � I I � I ­1 : : I I �j - . - 1­1 - __ .1­ I I : � � :: I . I : : I __ :; �- I APPROVAL OF THE ENGINEER IN CONFORMANCE NTH SECTION 306�5 OF THE STANDARD : : � : : i : I � I I I : - : i I I : & I : �� : : I M :: SAWCUT & R' OVE'EXISTING CURIB AN! GUTTER . � I : � : EM :D : LF � : ; : I 1; _,,912 i 1: : � - �­­­­­­­ � � � � - ­­­­­­ JV%-_�>' 77C,Iff "r14D 4C40JV77qA 4 C YOCPM SPECIFICATIONS. FG �FINISHED GRAGE : Sm,r I DMISIC-RIFITTON: : -­_ I i - - 1­2 � L_ � : I : : I : : : � : � � 1­1 ­ I : C : : 1, : : : : I : - -0') : : :: : ; � j'q'L ::� 'ONST. MEDIAN JAPER :PER CITY STD. 1,08 1 L=�-12 I EA : 2 , I I : i :: 1( I I 11 ­­­­ I 1 i �, _________ ­1­­____ : : 1 �: T1,TLE SHEET : I I I � 17, TIES FOR CATCH :BASINS AS SHOWN ON THE DRAWINGS ARE FROM CURB RETURN TO TG -TOP OF GRATE � : : : I - I � ME SU�E AND COMPI FTE RESPONSIBILITY FOR , I� : 1, : � - : : ! : - : : : I I : . ,." I I I CONST. ME � � 501) _ 11 : I � i : : I , I 19. DIAN FLARE PER CITY STD. 109 (L : EA : I � � I CENTERLINE OF CATCH BASIN, UNLESS OTHERWISE SHOWN. TIC -TOP 'OF CURB 'I __ , : 11 _______,_2 , � _____ ����ll-",��,,�����,�����,���,-����������-�,,�, _­­1­_­­­­__ -- -11 -__ I JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS, PROJECT INCLUDING 18. LOCATIONS OF CATCH BASIN: CONNECTOR PIPE JUNCTIONS NTH CATCH BASINS, AS ' � 2 ::::: INDEX PLAN AND TYPICAL SECTIONS - � � I - �- -I - - - ­1111 - - � I :TTE.R. PER CITY STI, 1,04 : I i : I I : : CON' - _YP " �61' 6"' CUIRB AND24�' -_ ' - D. : 21,111, 0___ I- FL . FLOW LINE i i 20- 1� ;ST� T� ; E A2 GU LF � : : : � _L-­­­-­­ --- --- - 1­11­ l� A � I : : I . SAFETY OF ALL PERSONS AND PROPERTY; THAT THESE REQUIREMENTS SH LL APPLY SHOWN ON THE DRAWINGS ARE SCHEMATIC. IT IS INTENDED THAT SUCH JUNCTIONS BE : 3 I MILL[KEN: AVENUE STREET IMPROVEMENT PLAN I I I � :: I � :: I :: FS �FINISH SURFACE r I i : 21. I - NOT USED - I . : - � : : lI I � � I : �E -IN,, UNIL : � : � : I ­­ ���,,�,�,���,,�,-�,��,����,���,�,��,��.��,�,� - � - I : ' - : CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE LOCATED AT THI DOWNSTREAM END OF THE CATCH BAS LESS A DETAIL OF THE � 4 I MILLIKEN AVENUE STREET IMPROVEMENT PLAN � - - - � - - ­ 1 11 ­­ : I- � I I 11 - I : � i - 1. HP -HIGH POINT I I CONTRACTOR SHALL Dc `ND, :INDEMNIFY, AND HOLD THE OWNER AND ENGINEER HARMLESS CONNECTION IS SHOWN :OR A NOTE SPECIFICALLY INDICATES :OTHERWISE. IN: ALL CASES THE . �: 22. :1 - NOT USED - : I � '­-� ­­­� 5 I- - I :- : I 1, I I � I—- I : � 11 I 111.1.11 ­ .- � : MILLIKEN AVE./CENTURY CT. STREET ::IMPROVEMENT PLAN I � , : �LP -LOW POINT I :I - � I �- � : i 6 I I , - - : � 9a : - , 1, . Y, REAL OR ALLEGED, IN CONNECTION NTH THE PERFORMANCE EXACT LOCATION'S WILL BE DETERMINED IN THE FIELD BY THE ENGINEER, TO MEET FIELD : � �� - AN _1 _x Kor �C�CDN57- CONC.R- - f5A � FROM ANY AND ALL LIABILIT : � An x" J � 1; URN, �P'a ;,5:�Iht,sr, � i Is 11 - I ____­ - M' : -_ ,- I � L-LIENNIUM COURT - PREVIOUSLY APPROVED : - 11 11 CONDITIONS, GB -GRADE BREAK � : � OF WORK ON THIS :PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE 11 � I �� �. : : I I � 1 : I , :- I I : I­61 I 1 24.� :� INSTALL 58CO LUMEN HPSV STREET 'LIGHT BY S.C.E. & PAID FOR ANDCOOR, INATED B:y DEVELCII EIR - E, -- - - - I - � - - . 19. VI AND V2 ARE THE DEPTH OF INLET OF CATCH BASINS IN SERIES MEASURED FROM TOP BVC -BEGIN VERTICAL CURVE 7 L LJICAL DEPRESSION DETAILS I i 11 � I IV - I � I � � I IV,- � r :, � ! OF THE OWNER OR THE ENGNEER. I - - - .- ­­____­__ ____ _ _ _ : I � ,�,, - - 11 �� 25. ,I SAWCUT AND 'REMOVE EXISTING FC-C CONCRETE I SIT 567 k I � - L � I I- - -_ I ��, I ­_ OF CURB TO INVERT OF CONNECTOR PIPE. - I � � EVC �IERD VERTICAL CURVE i 'A�_ - �� i ­ I .- I _�� I � I I : � I � I � " I : : TO SF j 11050 . , : N - N 1 20, THE ESTIMATE OF QUANTITIES IS PROVIDED BY 114E ENGINEER ONLY FOR THE SIEFE S�ARAIrr= DRAWINGS F'OR S"111740 : �26. :1 CONST. 8" P.C.1C BUS BAY/RIOH�T TURN LA E PER CITY S ,". � 'o 119! THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES �1 2% ­RATE/rLOW --- : - - - - i : . � - - � : I : I ' - : I ' 3 CONVENIENCE OF THE CONTRACTOR. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION - _,� � _ _ _,_ DRAIM ARROW ROUTIE- FOOTML INOULEVARD, w, V C 36,631 apt ;1 : 27. -,R 6 SHOWN' ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THESE i : I V. _17 Li E A 0 MILLEINIINIRM �COURT' IMPROVIEWEIN17F PLANS -� - � : SAWCUT AND REMDVE EXIST, AC BE M - I 1- � � - LF . _� i L , - , : -_ OF CONSTRUCTION QUAN11-nES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY INVER V TIi N & I 11 I 11 - � P CASE 'A' � I � j T ,8 � LOCA11ONS ARE APPROXI CONFIRMED IN THE FIELD BY THE IE Exp : F F 1 5 , � : : ��L THESE PLANS WHICH IS N01T SPECIFICALLY LISTED IN' THE ESTIMATE OF QUANTR S SHALL EXIST.�EXISTING * * : 28. 1 CONST. LOCAL DEPRESSION : ER CITY STD. 307 : �- I I I D ' I . I I :1 � -_ - - X CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AN' /OR I I I : � � : : -1 LF � - - LOCAL DEPRESSION PER CITY STD. 307 :CA' E 'B' I � IN I I I - . s i I I I 1 2 � THE CONTRACTOR IS REQUIRED TO TAKE DUE BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK EX. � EXISTf 0 - �� , erfl-L I � ! 29 ,,CONST � �­1 � 11 1: � I � 1: I : I ; : : . : � '. i , - � GRADE OF THE PROPOSED IMPROVEMENT. 11 1 21, THE CONTRACTOR 'SHALL POSSESS A "CLASS A" LICENSE. (GENERAL ENGINEERING BC - BEGIN CURVE -1 _1 30. RELOCATE EXIST. STREET LIGHT PER CITY STDS. � EA :7 : PRECAUTsONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES CONTRACTOR), IN ACCORDANCE NTH THE PROVISIONS OF THE CONTRACTOR'S LICENSE LAW I . I .1 , QV pl&%, � _� I I � I � �: � : i �, I I I : BCR - BEG-IN CURB :RETURN N% - 31:. - NOT USED - I I �� i I : � : ,� : : NOT OF RECORD OR NOT SHOWN ON THESE PLANS. (CALIFORNIA BUSINESS AND PROFESSIONS CODE. SEC11ON 7000 ET SEQ) AND RULES AND : lwiii��I I : I � 1- I � ­­ I - I [ ,; : I I : : : ECR - :ENID CURB ,RETURN: o : %K;�-, � I I I I i .I : : i I - TIME THIS CONTRACT IS AWARDED. . 3Z - NO T USED - I I . : REGULATIONS ADOPTED :PURSUANT THERETO AT THE - I--- 9 I � - - - ­ - _ � ­;­ I ­­­1­1­­__ - � PRC -. POINT OF REVERSE CURVE - - : ; 22. ALL RESURFACING, CURBS, GUTTERS, SIDEWALKS. DRIVEWAYS AND OTHER: EXISTING - I � , :33. - N40 T U SED - I " : i : i: : : : . �: : : I I - _ I � - - I -- -- - � . . .. . : I PCC - POINT OF ,C I 1 . I - - -_ -_ - - I— _­__­�� I : i : E ELEVATIONS AND I -1 - - _ I IMPROVEMENTS TO BE RECONSTRUCTED SHALL BE CONSTRUCTED AT THE SAM' I I : -1 ; :! : - I C&G_ CUR 34. - NOT USED - � : 1: : 1 : :: : I . . : I LOCATION AS THE EXISTING IMPROVEMENTS, UNLESS OTHERWISE NOTED. . I I - - - - - ___- - __ - - - - - ____ ___ - - � � i : - � :: 1 1 :: : 11 - � -PE'R - ­- U01- e :: : �� I_- : : sss� �� Cm C, � :: PffcptqEmw� PON YOUN C42ArW1WVff�jF AfW_ rRff ,FCNLL40Wff4M : 23, THE CONTRACTOR SHALL POTHOLE TO VERIFY AND DETERMINE THE EXACT LOCATION' AND .& st LmaseE bQAJtQ ,M7T`k_eT -_C" 'M, �IFA � f : : I I : - I A f - I D :: � :; I DEPTH OF UTILITIES. AFTER THE EXACT LOCATION OF A UTILITY !HAS BEEN DETERMINED, ** FAVIN45i AREA5, 5HALL 6�,E PA,VE: rO W-1-1HIN 0,15' OF � ADJUST GTE MANIHOLE TO-GRAQE : EA I , 2 : I ­ : 36. ; � �- � ­'­ -� -1 ___ � : I - 0 - � � L : - (909) 383�4561 THE I PR0POSIE0 F"41SIRF-0 5u,RFACE ELEVATIONJHEN C 0 NSTRUC I � I � I NT OF THE CONNECTOR PIPE WILL BE STAKED SO AS TO CLEAR i , 50' '. 1 w Sm. 'ST-p-.Tm,r--,a pae-11��"I i maja�L I I I I I � I �- I F f0rH _ I . 11 - ___ I I N ( � I I CALIFORNIA DEPARTMENT OF TRA SPORTATION, DIST. 8 UTILITY. 0,15' P_(NAL 0"VERLAY OVER F-INT111RIE, WT Or- ROALDWAY I I � I � � '14 "S E,A- : I � I ,O), _____��� j � ­ ­­­ i - I - ____ __ ­­- � -, I Al, PNS�V� 6f45C',fALL CJO i-�it- b_.A"�"r y PC- �Ira I M'00 I F"i,a 01 ,I I �", - .......... - 0",-,S I. - __ �_1 -_ � 5' 4Z�OR DIFFERS IN I I . - 1 1 464 W. 4TH STREET, GTH FLOOR 24� WHERE A CONNECTOR PIPE HAS A GRAD7 CHANGE EXCEEDING s I.JES40AWWO I � f SAN BERNADINO, CA 92401 DIAMETER FROM THAT OF THE EXISTING PIPE, THE USE OF A CONCRETE COLLAR AS PER - I � I � I­ I - - --- - �I __ � I ­ -I I - - I I i GENERAL TELEPHONE - - -- - - - - - - - - - - - 1-800-483-3000 STANDARD DRAWING 329 SHALL BE INCORPORATED. EXIISTNIGII StJFWE-Y �- - - ­ ­ : - I � A, AVV� � L TRE�L-g S PAIRG,f� I PER PM, .A5C*9D1F,0W_;P'003- � MONIIJK-ENTA111 014!: CEFrnF10ATE I ---- , - PROP. : � ­11 EV GTMIFT -_ 00066&SOROWNIONSOT-6- i2ftbf I w1a 4� _____ 25. IN CONFORMANCE TO THE STATE CONSTRUCTION SAFETY-ORDERS, DIVISION OF � . - � EXIST. PARCEL LINE L, 7" A0 OVER 8' CAB -- - � � I'll I , ______ffl� : -rc ,Kk-, - TL4LIQ �ITAAT�:��. 51.5 ').z lefo I � - : A-, ,C�Lt�o _., � SOUTHERN CALIFORNIA EDI[SON M - - - - - - - - - -1-800-1655-4555 - __ : �&L.0: p_jT V./ we,z ,, � : - : : INDUSTRIAL SAFETY, THE CONTRACTOR SHALL SUBMIT SHORING DRAWNG TO THE CITY I I : ENTIFIED AL i : : - 0'I'V2 0 �-�- -J� - 1_­___­­j,_ I : ; : : 7951 REDWOOD AVENUE I HEREBY CERTIFY THAT I, ,HAVE ID; L SURVEY MONUMENTS --------- EXIST. CURB [����� - PAUGENT REMOVAL : �ADO SfR. 7_R,EEEZ�D.A.5, 5WAI-KSJ ON sfqr,-�- a"A '5,,��,pkq 6A 00 �;,-_,,a C&L_�,:)�&4,_) /,-x-0) OW,- � � ENGINEER FOR APPROVAL. I I- - - - I � - " _ _R_ � 'D :DIST B iR I � - -- , _ : : OF RECORI (S) THAT COIUL.C, BE I URBED: : Y THIS R OJECT. ALL - PROP, CURB: ONU ­­­­­­­­ � - FONTANA, CA 92336 26, CONTACT UNDERGROUND SERVICE ALERT 48 HOURS PRIOR TO THE START OF I � I - PAVEMENT 0 IND! & OVERLAY , ,&,,.�4G emitur st ca,wmv-p I : ,_: , : " I - - %cmcg- : � I , -_�- - � I - E=2 PER ') _ i N E I ' SOUTHIERN CAUFORNIA GAS CO -427-22 RE& CONSTRUCTION, (1�800422-4133) SAID MONUMENTS WHICH CURRENTLY EXIST 11 THI FIELD ARE SHOWN PROP. CURB: & GUTTER WE CONDITIM '�E5��TV - - 11 ;, I - - - - - - - - - - - 1-800 -00 : : : � I � i - ­--�� �/+\LADDe;D _r_e_:'�: Tt'�I 'e�Ef=T F,L PE�,?_ C�Q CC 7ZPi�SLE�G'S D-Y.01 � P.,�-1-I- �I - ­1 M. � : : . - �- -427-2000 COMc N' AIRE DESCRIBED AS FOLLOWS: I __ � -1- � - 216 N. EUCLID AVENUE 1_80`0 D - ___ ___7 i ENT GRIND & GVERLAY '_ : _ , , ;_.- - PROP. GUTTER : l� I " - -S-rP_JRUen!E��AM�������S -%,,ZAS S-0: La-)L-OD, ��V� � � I] ' ONTARIO, CA 91762 I _. � ­1 ­1 - ­_ _ JIL" ,� -, , . __ , � - . I— � - � I_- , , - i I , : --- " , \ CS14 r.S7�) 1 � IX, �I I,%, lk3, 1 , , - - ------ : 1" IRON PIPE WITH BRASS, CAP DOWN' 0.1' AT THE INTERSECTION OF __ '­ * , * CONCRIETE 'PAVING Aryt_:9� cV?_&S7I De beAf13 OLTUG-T, - I - �- I— - __ __ _ - ___ - : i - --- EXIST. STORM: DRAIN -- -- ­ '12- - I . ­ __ - � - _111 ­­ U - I I CucAMONGA COUNTY WATEIR DISTIaCT - - - - - - - - ('909) 987-2591 �� - - I'll, - � L--�,..-�-�.-.-�.,��.1-�..,.�.-�1-:1��-11--l�'I'l�-I - - -11 : : D aLncl 5 n2g � , "" 1 � : IF D I IL 1,L,-__.eJ J_ai an. � � �- � r0­0p - i : J- 9641 SAN BERNARDINO ROAD 0AffJVHf7AjL jr - JIMILACOME14"T AF017...iff-.9 THE SOUTH LINE G POL. 5, 1 EE 1462/14, AND THE ACCEPTED �E' Y F� EXIST. CATCH BASIN � - PROP BUIRDING WALL 77� qi ,�,T-5 a, � I I - 11 : : 1, : : - - I I , , CA 91730 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE NTH CITY STANDARD PLANS. LINE OF FRAC. N'W 1/4 SEC 7, TIS, R6W, SBK ALONG THE EXISTING � � ­0,- EXIST. SEWER PROPOSED " ::BASIN I ; - - - _ _ - I I I I � I : C1 - 'ION 'I'-� : : : ; � METROPOUTM WATIER i: ISTRICT - - - - - - - - - - - (909) 593-7474 : : I ' : E] DES RIPTION OF REV14S � ; � DATE 16TY AP P" D 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL RIGHT OF WAY OF FOOTHILL BLVD. , i : ­1__ - I ­­­­_­­ � I I - I_11 : : � : __ EXIST. WATER: LINE ��� BOUNDARY/PL - � - ; � . - - . I— : ;; :UTRIENT . I : 700 N. MORENO AVENUE BE FURNISHED TO THE CITY INSPECTOR, ANY UNUSUAL TOXICMES OR N1 I � I : , i I : I - 1 , I I ) : I I : � t �c : : - - I I I I LAVERNE, CA 91750 -a EXIST. STREET LIGHT : CENTERLINE ' Cll�r`Y OF RANCHO CU AMONGA I DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED- BY THE i 11 : : i - - - (909) 880-0220 CITY INSPECTOR. kr_f i - : I : : - ___ _ : .___1 � : � -1 - TOP' OF SLOPE : IE EXIST. FIRE HIDRANT -_ - ­ - - - I I � FAX: (9D9) 880-0230 3. ALL STREET TREES ARE SUBJECT To INSPECTION AND ACCEPTANCE BY THE ENGINI ERING I /�I�11 \7 : � - - "- - - - - - -_ - - : CHARTER COMMUNICATIONS CORP. I ____�_�, I. 'I � I : : I I : � � : : __/I/ �, I i � � : 4240 N. HALLMARK PKWY DIVISION,. , I .. ­*� EXISI POWER POLE �1-11- - - - - -L- - TOE OF SLOPE : i i I � I : p , I : - : LAN : I : ,-----,/ - STREET NPROVEMENT : S : I - : �� : 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. __7 . I - : I --a- ­11­.__­_---_'....-, (6500 ....________ EX. CONTOUR : I- � � - ­ I � ­ ­ I- � I— ­____­ : � -(_70 1 EXIST. SIGN ­­ i � I %I I : I : i I : :: : : : :: I I : �: I ED: I : � : � : I 1 __5=:� i : i i : :: DAT . I < _/ /_ ; i : : : : i -I 0 2 2 -­­ : ROP. CONTOU, m: I : ImUl Em- I :p R: I ImmILM KREM, AL'Af I E , 1: 1' : : JkPES H. PARDUE R.C.E. NO. 42758 � I --I I I - I - � , I - � ­_ - -- I : 1 � - I- I- ­ - - - - - __ - I- _ .- - - 1- -­ - ____ - ­­­ ­­­­ � � : � ; � � _ _ - - � I - - __ - � ! i - .I--..----,,- I I I � i : � ,� I - I I � ­­­­ � 'CHO CUCAMONGA CORPORATE CENTER, � I - : RAIN I D UNDER THE SUPERVISION: OF- SEM� � I i SOLS ENCIIINEER BASIS OF BEAIRINGS � �PREPARE I I PREF'ARED F<A __ I ------------ � - � ­__ I I ; I � I � __- I "L5 , : : - - - I I I Underground Service Alert - __ THE BEARING OF NORTH: 89`97 0" EAST OF 11 11 � , ,f�_) �, PARCEL :MAP No. , 15,295 1 : , 11 I Z�11A � ____�_ &A I 1 . I - I - I THE CENTERLINE OF ARROW ROUTE AS, PER I 11 I � __ I I �, - - -, ,,,"? , I I "I, - I I W,01, I � I " � � � 0 ,�, , , , ,­� I - I - - ERNARDIN-0 , - - I I .1 - � I I I �, ,,,, , CALL BEFORE YOU DIG - - - ­ I - 0% I AP'PROVED! :BY " ,, , - t / A, _�_'� CATELWS DEVELOP MMT 1CORPORA710M SOUTHERN CALFORNIA GEOTECHNICAL IRS 80/36, RECORDS OF SAN IB . & I A � � , , ,-,,, -/,� / � �' DATE 1- -1-4 - - "I I � �" s , I P, __ G E -� � '_-­ � ,_pf % , , " , , I �� I � I CITY ENI IN El � -1,," " "LL ,, , _ R.C.E. NO'L 24953 , I I -I 32.9w :- , `�,��" I -TOLL FREE COUNTY HAS BE:EN TN SIS OF w f�� � I I& I ­ 1/i­ "', 41- � I I CALL - �- ­ I—, ­ - I 0 I -­_____ � ­ I 11 �11 ­­­_, � : I wl ­­­­­­­­1­­­_ V - ­1 I I / I : ' � ! 4000 WES TERLY �PLACE,, SUITE, 200 1260 NORTH HANCOCK STREET, SU41TE 101 BEARINGS FOR THIS MAP. I HA RD :PA_ R_D__ U_ _E R.04E 42768 DATE 1 I I �m I I ,% DESIGN "..1.1""W. "n .g,,7$1'1­111,­1".,ft . .":. ,.,$�?�.;�.e,:�:,��-:1��l.,,"'�:"�"*,�"I.";"f".,. T,i !D:�' � . ,"K<f. � RECOM - . .. " �,. � � ' I PL - I a ma? ,.�. d 4:11111"k ­ � - - C : � --- - - - --- - _ _ _,� : I __ __ - : q � I I P�, 11M.11-1. a - *�` � M� I U , : ". --"- -u--I Fie - Am-�,,��`, � � 1:-800 NEWPORT BEACH, CA 9L2,660 ANAHEIM, CALIFORNIA 92807-1951 se 1 N Amb I ,�--.,.,.. , . ,�, ,,,., �'Ll_ A ^ps0_101A_1"m umcivo � I MO. 07 40 - ,, ,�,".._.wa I a I 2-11"Em 10 .. I "' -,�ox;­,.�.N'. - I I 11 1 (714) 777-0333 1 __ � I a � I , .",_" �.. . .....;� 11, I - 11 .,:..W.1 I BENCH MARK �I— i , " .." I 6/ V. I : � mW.-a-91-m I I g��".�W-,.Rk"V - '.."§ig ff, z; .�'. : � , . V zi� 1: L:Tmp i I i , , . � � - � : � � 26__w_Cy%_ i ", `�, " , � 11 I _; ` ­15h � I � Az_ 1*1.11N11`!i111.-`1 Ingga, @­Sur4*Aimjj`,," � L ­ - I 1 .,,*,,,:,.4 ginsering SHEET / �I I 422�4133 JERRY MCKEE (19491): 251-23)6:6 1 : "-n� i DRAWN 1 F,���""�.',��,��.'*t.'�,,�.,.5�,,,�,,.,�., . - , j i I t>W6 * j,?L<DE i - .mw., . � I _ a ; � S.B. CO. B.M. SPSN ,01084 ELEV. 1013.469 'S"T-S ( --7 � I : i , "­ "' , ; I A ; .2.10 I I I " I I I , W I � I - : i , � ; I : "1111"'?"", 151 ll<AjL'M,,�.".',��'�'-'S'.'?,,., DRIVE BLI)G ' M SUI,t-et -­:,� ".111"w" 1 � - I � 1 SIR, ,1,11 ­ . _, � I �� � I I �- -, 0. � I : , - � - IjV1, � , , : " i , : , , I : : �,,OF 7- 111-11..../ :111 A 1" BOLT TOP OF CUR3 N. SIDE "G" ST. I - lu : �,� --":k&k`,6 � , � , � : ` Emmmomm" , I �1 " 5 9 r---------------%r L52j row" '""""""� r-11" Ll I !== I I :1< : L oz��fl, I lf��fl CL==D I le--lk, 'oe ___1 J�l U��j L�� I k=91= : I � ) -19 7 4 - - I I I if I Y I .L� 07�, �_d- I - - I - - __ E I �rrf ­- �dl -EK 'Ll � � - � I __ GO 8- A.M.. ESA, GALI R . I. : I : : � - . i =*§ I I- : - ��� : : 11 L : : : � I : - . � 500'+/- E. OF C.L. DAY CRI,E CHANNEL; I 7,4Ea� : : I 1�1& � DRAWING : . - I �- ap 11� � � � CHECKE � I'll. ` ,__ . I,--- : : . : NO! - : � :D � : ,,,, , � : I I I- � � � � : � ' I , � � ! I � 11 : I , : : : : : : I I -P-,4y*AR 1D 0MLW5 M97 ,41?15b a4rm : � w TWO WORKING DAYS BEFORE YOU DIG - ':I 1' E., END W'LY. DR. TO ,5125 "Go ST ,, 0.9 M1. 1 ' . : " (714) 2����6� _ - I ''-,""I - I : I I I : : - I � : i I I. : I i : 1 W. OF ETIWANDA- s'--a i-6 4- 1 1 11 I 1 117 0 5 -�-,,"I" I � I : � � ----­ ­­­­_ ­_ 115�xv __ __ - 11 ­1­­­­­­­­­1 _L ­­­­­­­­­­ - I 11- - - ___ ­­­ - - 11 - - I - , � I- � --� -"I"_­,,I--- ��,�������,���,�������,,�,���������,,����������l- � -, , I ,,�, - , � - __ ___11 I 'll I - - I I - I—I—— � � - ­­­ �� I ______ - __ I I 11 I I I ­­­­___- - - --­­1--ft. - � ­­­­­­­_- I——- � ­ ­­­­­­1___��������,������,����,�����-�----�I __ - __ _ ___ __ - �"-��-���,�������,,����������������,������.��"-- - - I -,Ar',,,'_-, ",1����­- s ! lz��­ ­,�!: �. I I_ 11 I I " , � 11 � - - I ­ 11 I � I 1, 1� - � 1_1_11�11 - � I - � ­'� � I �, I I . ; .�. , � , � � I I -I �­' -, .. 1" .1 1 ]W1111" - . � _ I I .1 ­�­_, ­­ - I I I - 1-11 - � - - - - � I I I I ­1 I I .... ...... .......... 13' VARIES 5' % m: 2'- VARIES SIDEWALK ESM7 ........... 10 1 36.5' 1 12' 2'1 13' 7 2 ' >- EX. PAVING I NEW PAVING 25t 1 14' 12' 12- 12' 1 3' MIN m -1 [3C)ULE\/^R1D I w - F(D(D - I - TO REMAIN EX. PAVING NEW NEW 3' MIN 0 1 Cl. OVERLAY TO BE CONST. TO REMAIN PAVING PAVING FOR ENTIRE WIDTH (TYP) u- 2 PA F?CF-'L 4 -5 m m 0 cr I- Cif I I (L :D I I!- LZ L 0 Q- V) Z3 V) 92 EX. CURB & GUTTERI 0 73 x x OVERLAY TO BE CONST. �Sl I x TO BE REMOVED FOR ENTIRE WIDTH (TYP) �IK VARIES 24' MEDIAN 0 V) 707 W2.0% Ln < uj 0 0 Lai Of CL 2' 51 1 5' 5'20' -2' 2.0% PVMT 'GRIND MIL-L-IKEN AVE PAVEMENT C6FUTURE GRIND & 5' STA. 26+25 to 32+00 OVERLAY LAY -2' RVILINEAR OVERLAY OVERLAY SIDEWALK) STA. 41+00 to 42+00 (±J` GRIND SAWCUT, SAWCUT, REMOVAL CURVILINEAR TYPICAL SECTION OVERLAY SIDEWALK & NEW PAVING NTS & NEW PAVING SAWCUT, REMOVAL & NEW PAVING J=I-L\.F?CjE:L e .............. PA-F?Cj5L 13' VAR IES 5* 51 VARIES 2' VARIES 12' VARIES VARIABLE 2'1 13' SIDEWALK i VARIABLE 1 2'1 11, SIDEWALK 13' LA- 4' MEDIAN NEW PAVING >C EASEMENT RT. TURN/ EASEMENT :bp, 0 EX. PAVING EX. PAVING ,: I I NEW PAVING < m N m 3' MIN 3' MIN TO REMAIN BUS BAY SHE TO REMAIN 3' MIN =3 cr: M 0) 0 OVERLAY TO BE CONST. Of tA- C-) 1 0 FOR ENTIRE WIDTH (TYP) L2L F- EX. CURB & GUTTER u- V) C) MILL-ENNIUM (--lF- 0 -j TO BE REMOVED cr_ ui ui VARIES V) X 0 uj V) V) X VARIES a- a- 2.0% uwj 67 .7 0 0 uj 00 ui _j a_ OF 12.0% SHEET a . ....... 2.0% IC EN 5' ICL 20% .............. CT_ C6FUTUR PAVEMENT OVERLAY PAVEMENT OVERLAY tE R 2' 'GRIND & CURVILINEAR SIDEWALK) MILLIKEN AVE. CURVILINEAR MIL—LIKEN AVE. OVERLAY SIDEWALK SIDEWALK STA. 20+71 to 21+32 STA. 21+32 to 26+25 STA. 42+00 to 46+50 SAWCUT, REMOVAL IDENTICAL TYPICAL SECTION & NEW PAVING POINT NTS 13' VARIES 51 VARIES WALK ESMT. 33' 33' 20 VARIES 36.5' 13'1. 1 - VAR- 11' MAX 12'�. MI I VARIABLE 14' EX. PAVING NEW PAVING 1 11, 22' 22' 11' 0 1 �12' 24' 1 1 3' MIN TO REMAIN m L 3' MIN E- PAVING NEW NEW 2 _F � 2p TO REM PAVING Ica PAVING uj TO TO BE CONST. U m I -L.� — I u- z 0 0 REMAIN uj OR ENTIRE WIDTH (TYP)l cr_ m cr_ m I _3 F-: Ctf z u- ct F- F- CL V) EX. CURB & GUTTER F- Of Z) cr_ V) o CL U 0 Ln =>cs X ui ui u C-D C) x ZD TO BE REMOVED V) Cl- C� CL VARIES VARIES Ic Z)x X I' MIN. uj 0 Ckf 0 70Z 0- V) 0 W 0 2.07. % V) 0 0 z r 2 2.07. co- .0% CL 2' 5' 1 20' 1 5- 5' CL 2.0% t - 1 PAVEMENT jw.1 GRIND & ' Z- ' SIDEWALK 4' SIDEWALK CURVILINEAR T GRIND & r . w K41L-L-IKEN AVE. 5' 2' RVILINEAR OVERLAY OVERLAY OVERLAY OVERLAY GRIND k ' SIDEWALK) 2' MIN 13' MAX STA. 32+00 to 41+00 SAWCUT, REMOVAL OVERLAY CURVILINEAR SLOPE ay OTHERS CENTURY COURT TYPICAL SECTION SIDEWALK CEN SAWCUT, REMOVAL & NEW PAVING J NTS & NEW PAVING TYPICAL SECTION SAWCUT REMOVAL NOTE: THE MEDIAN LOCATION AND 24' NEW NTS & NEW PAVING PAVING ABOVE ARE FOR SOUTH OF THE MILLENNIUM CT. ox" INTERSECTION. NORTH OF MILLENNIUM CT. THEY ALTERNATE. L 13 PA.F?CEL -12 ALL NEW PAVING AREAS SHALL BE BASE 70 WITHIN 0.15* OF PROPOSED PAVED ELEVATIONS, THEN TACK WELD NUT FINISHED SURFACE AT 2 PLACES 1.60' 1 C�/2"SQxl* THICK STYROFOAM CONSTRUCT FINAL- 0.15' OVERLAY P KE T AT EA NUT ENTIRE WIDTH OF ROADWAY WITH 1-SQUARE NUT OVER EN ........... : .40' SET STEEL ANGLE .............. ................ IRON AS FRAME 1/4- SKID PROOF ........... ............................. . . ....... FOR GRATE-6" LONG L: 574%0J16STEEL PLATE IN ONE SECTION L(Typ) ARROW ID u ROUT CURB AT So MODIFIED CURB AT MANHOLE SIDES OF PLATE SEE PLAN FOR STATIONS NEW PAVEM'T COLDPLANE EXISTING GTE & BASE 5' PER PLAN MANHOLE SHAFT EXIST. PAVEMENT PAVEMENT OVERLAY- LO 1.50' 7 & BASE C) GRAPHIC SCALE CITY DESCRIPTION OF REVISION DATE APPROVED 200 0 100 200 400 Soo PLATED CURB DETAIL CITY OF RANCHO CUCAMONGA NO SCALE IN FEET I��E��E N�-r�J 0�IN �DE�-r A I�L- 1 inch 200 ft. STREET IMPROVEMENT PLAN �N LE INDEX MAP & TYPICAL SECTIONS PREPARED FOR SOLS EbKAYEER BASS OF BEARINGS PREPARED UNDER THE SUPERMI(M OF: BEAL RANCHO CUCAMONGA CORPORATE PARK THE BEARING OF NORTH 89*27"50" EAST OF PARCEL MAP No. 15295 THE CENTERLINE OF ARROW ROUTE AS PER CATELLUS DEVELOPMENT CORPORATION SOUTMM CALFORNA GEOTECHMCAL RS 80/36, RECORDS OF SAN BERNARDINO East APPROVED BY DATE COUNTY HAS BEEN TAKEN AS THE BASIS OF tL p CITY ENGINEER R.C.E. NO. 24953 4000 WESTERLY PLACE, SUITE 200 1260 NORTH HANCOCK STREET, SUITE 101 BEARINGS FOR THIS MAP. HAYWARD PARDUE R.C.E. 42758 DATE DESIGN REC� NEWPORT BEACH, CA 92660 ANAHEIM, CALIFORNIA 92807-1951 (714) 777-0333 EENCH MAW HM 427" m PAFMUlE,--bbRmvftLL & Aesoci^As, W41C. M.9-01-00 JERRY MCKEE (949) 251-2366 DRAWN PkannIng Bnglinooring • SwvqpVing S.B. CO. B.M. SPSN 01084 ELEV. 1013.469 SHEET (7 151 KALMUS: DRIVE BLDG. M, SUITE 2 -77 -----------a.. '0 Z mono 5' E EA A l" BOLT TOP OF CURB N. SIDE "G" ST. 2 OF 7 ............. COSTA MESA, CALIF 92e26 .............. 500'+/- E. OF C.L. DAY CREEK CHANNEL; ........ l' E. END W'LY. DR. TO 5125 "G- ST., 0.9 Mi. CAL CHECKED (714) 241-8400 :2-41-8432 F�Ax DRAWING NO. W. OF ETIWANDA. 1705 I 0• (u u J BENCHMARK 1."17 � 0 t 0 L �<(n 1. 77 0% N tn IiIU' CO00 S.B. CO. B.M. SPSN 01084 ELEV. 1013.469 m < �9 TA ,. » _ ° o o o to A 1 BOLT TOP OF CURB N. SIDE G ST. _ I. 29 �� Q� O (1 a`Q'r - h _r r 500'+/- E. OF C.L. DAY CREEK CHANNEL; l 129 to d u LL r _r r r 32.5 N ' E. END W'LY. DR. TO 5125 "G" ST., 0.9 MI. I (TOP Cw Wm Y�CUJ B /� x/$'T"/N ) IL p � � N cV 28 90 2 W. OF ETIWANDA. � N � � Q' � � ++ � N � o o � � 0cj N � � rOr 3 rq .... ............... .. .......... ............ ... . ........ ......... € ................................................................................................... ` U �. o .._.................. ........... .. .............._... ........... . . ........_.......................... _ �, ... so a �` N o ry TOP OF WwlLY o co 40. 4' 41.47' 40.32' MEDIAN CURB o Lo+� + � ) 0. O.C. O.C. 0 o � N + + � N � 1176 1.42�° TOP OF W LY MEDIAN U w m � r 1 39% I CURB (TO BE REPLACED) °D of `" `�' 132% 1.30% 1176 o + Ln � ^ N � 1.43% 6% ornv� N O + N ^ N 1.2 + �L v I 0000 `�° � + � N � 1.43�° orn i w ao o + o 'er FLOWLINE IN RIGHT FLOWLINE IN to cNO co N 1.18q + 4 '-1 I. _.. ..... ¢........... ......... .............. ......... 0 .. ................... -.... ........... . . ...._._. ........ cfl r7 ....._. .......... . . .. .......... .. . ... TURN LANE CASE 1170 + o cw.. m ........... . .. ............. .. �.�.... BUS BAY CASE c' PROP. CdcG fir`LO x 1 � ;° � � N � + � N � N � 1.45% 1.25% 1.4390 + 0 N M ���0 co 7 w + tD ± �`' N 1.37�° 1. 9% 1.40% � N ? �� PROP. R W f O+ O Z N + � Ie! N N O - 1 44% 1.36% o M `V ^ TOP OF E'LY o G� �- TRANS 8"*CF 114943 0.54% 0.62% 0.84% o TO 0 CF 0.42� + � � MEDIAN CURB � o �-� 1.02% o `n ,n ^ € -- rn 0.48% 0. 8% 000 ` ' � i - - - - - - - - - 1186 O•�16% (D r, rr 0 (O TRANS 8" CF �G SIDEWALK ESMT o co N r: _ TO 0 CF p, c~n ' 0 r- 0 (0tto o co co + N (0 N I - f - - 0" TO 6" CF c��� �� 5' MEANDERING CN _ p SIDEWALK Ln - x N co + co + co N • %) o € TRANS (ONSITE) 0" TO 6" CF - - r` w + + C'4 N TOP O E LY MEDIAN - �n 00 z N N N N CURB (TO BE REP ACED) 1.43% (1.43% 0 ) TRANS (ONSITE) _ + � �^ OO N U. cD ..... _............... .................................... . . » to ,................. ............. .............................. . 1.439`e v �ti N x~ r� N 1 1 7 0 ' * NOTE: THE CURB FACE SHALL TRANSITION FROM 8 CURB FACE TOP OF IEMY CURB 1.30% rr 0 N 1.30%0 °° o� w'- N ^ AT THE STREET BCR TO 6 CURB FACE AT THE FRONT OF WALK. U w o �` n THIS DISTANCE WILL VARY FROM DRIVEWAY TO DRIVEWAY. 1.34% oo � � �o � Z� _ _ m + .��p cfl0 ^� NO i oo�� (� In i 1.28/e OON N � CDO� NO + ter- _ a 97%) + ,. N 8 TYPICAL DRIVEWAY DETAIL (0 97%) ( o to f 20' RADII NOT TO SCALE oov~_i o oao N � + N # I LO O � I + ^ � w(0 N N � + Z� I N to N Z7 I j PROFILE SCALES H OR I Z: 1 " = 40' ........... ................. ............... . ' I VE R T: 1 " = 4' ............ ... .. ....... . ..................... 20 21 22 23 24 25 26 27 28 29 � � J ®? PAVING LEGEND 8 2 PAVEMENT OVERLAY (0.10' MIN) NEW PAVEMENT �\ �n PAVEMENT REMOVALRIND 0.15' MIN AND U o cs-� + PAVEMENT OVERLAY ® 1$� �� (SEE DETAIL SHT No. 2) BUS BAY / RIGHT TURN LANE Li / /� wEw 510CWA4K E5Mr Q i �. C �- - PLR 5t P RATE 00c. �o 0 Va �ryP ®ryP / l -, TY� �� u `'_ z z�3 0 0 ® W l 3 n P - �� W EXtSTINC3 FEATURES LEt3E'1� I w 0 �c, �LJJO +11 0 1 4. � + r_ _ ,,� r., • �r P PROTECT IN PLACE O + A ,; li o a N O Q, _ o P o ISTING EP :� ry - = CR COORDINATE RELOCATION WITH AFFECTED AGENCY 0 Of o Q 04 N P (� ' 2 R[-REMOVE EXISTING STRUCTURE } c� 1 16 µ o P P P �' b P + _ ' Ll LLLI o -- o t N + _ • �-� - f -� . -. , 1 N O r B.. 1M A 1 5 5 o I I 16N. N 16 N 11 I I 3 C 9 frl �-4-- �N . G W 3 I I 2 EXISTING EP N00 32'10»W ' 2 3 - i i ,.. �:W R Fk 2 • l O PLAN I N o $ _ o 0 0 �MNNiOIE � REMO� 3 - O p , 4 � o - w , o tom , 3 1 00 0 16 2 3 16 2 o r�i : - P ►-i 3 ,� 5 0 0 o+ ,n co t; 'n CR ,r -- - N C CD J CL " Y. CD CR 1 U _._.. --.... a N00'32'10"yy o - - r m -- . - ' , 1 0 2" CT co 1 r - AQo TL a(.an� 2rT�v�2�1 �sy' Z.OUZ - ON P ►- I 0° �' l� l s O30 - -- U a F- o a 1-1/ INTERCONNECT ao cn co i N p + �� f l >r x I ""� r CONDUIT PER SEPARATE PLAN a _ + W 5 AOD RT. i URN L.ANff 510E WALKS 4 51. ,rRaES PER C>RDO-23 BL�G• - /�-D D QQ }I w {__ ® w �,� �� p cD �O N �W W a; -� 0 w co a Lci _ + co + o `� AaDE� STe.-T2EEs PEAL 09-OD-2.» B�CG 3 + - z z - m z `. ' °1 /- - I� " _� __,' N 3 � + Z AmED 'ST -.TZZ S P6P--C4&Le CtJ S�-rT I PeQ-'JCL 9 J-1 p 1-06 LO WO ® �� N O� o Q r Q oD N U m to ;' ` o m 3 �� ;' �` RAISED MEDIAN AND MODIFIED (GRIND and OVERLAY LMNI'TS 4-21-00 -v �- + w N 3 r J l _ _� (REPLACES PREVIOUSLY APPROVED SHEET 3) GYP wo 1 CiT N N U (J•) �i I N mm NC>K" i DESCRIPTION OF REVISION DATE APPROVED rI I BEAL ARRO SEPARATE OUTE CITY OF RANCHO CUCAMONGA m I L Lm I l< IF= I� /A► Nr IE �A10 It pow� STREET IMPROVEMENT PLANS CONSTRUCTION NOTES GRAPHIC SCALE , ��► MILLIKEN AVENUE '° 20 °° '°° l W. 0 4VU Z RANCHO CUCAMONGA CORPORATE PARK W Dom.MF� � (D CONST. A2-8 CURB AND GUTTER PER CITY STD. 104 1D-RAISE STORM DRAIN MANHOLE TO GRADE PER CITY STD. 323-8 d ';� a �CONST. Al-8 CURB ONLY PER �C�ITY STD. 104 ( -CONST• CONC. RT. rc1Rn1 PLRC1ry sm. riq IN FEET �► /C �r PARCEL MAP NO. 15295 3D CONST. 7 AC OVER 8' C.A.B. 1 GRIND & OVERLAY EXISTING PAVING (0.10 MINIMUM) PER DETAIL SHT. 2 ( '��. �Y��- 16 OVERLAY EXISTING PAVING (0.10' MIN)-** - 1 inch = 40 ft OP CAL% APPROVED BY DATE �" S�JOIN EXISTING CURB & GUTTER OR CURB ONLY 1D SAWCUT & REMOVE EXISTING CURB AND GUTTER CITY ENGINEER R.C.E. N0. 24953 --CONST. CURVILINEAR SIDEWALK PER CITY STD. 114 CURVE TABLE �7 - ---Cot,4Sr. OLec- ACCL55 RA,k�� F�-R c,ry s,-o. roz t SAWCUT AND REMOVE EXISTING PCC CONCRETE PREPARED LMDER THE SUPERVIg�pN OF: DESIGN RECOMMENDED - --CONST. COMMERCIAL DWY. APPROACH (TYPE C) PER &-CONST. 8" P.C.C. BUS BAY/RIGHT TURN LANE PER CITY STD. No. 119 DELTA RADIUS LENGTH TANGENT PAn0L E, bRf� VELL & ASSOCIAT S, 11VC. CITY STD. 101 AND MODIFIED PER DETAIL HEREON CONST. LOCAL DEPRESSION PER CITY STD. 307 CASE 'A' A 14'35'46" 2400.00' 611.40' 307.36' DRAWN Planning . ngineering . Surveying Sr EET (0-SAWCUT & REMOVE EXISTING A.C. PAVEMENT RELOCATE EXIST. STREET LIGHT PER CITY STDS. 07'30'21" 2388.00' 312.83' 156.64' 11 RAISE MANHOLE TO GRADE PER C.C.W.D. STD. No. 18 ®�---I► :ST- STR v-eES. P�LT�LE CX)QAT. I » -G� 151 KALMUS DRIVE BLDG. M, SUITE C�3 OF 7 o1=t-T A RADIUS LENGrH rA�lGuN,-" C 07'30'21 2412.00' 315.97 158.21 COSTA MESA, CALIF: 92626 w. 1�RAISE EXISTING VALVE CAN TO GRADE PER C.C.W.D. STD. No. 4 ** - PAVING AREAS SHALL BE PAVED TO WITHIN 0.10' OF PROPOSED '^ " THEN CONSTRUCT 0.10' FINAL [� F 20 0� 2w 8q.5� 2cj. �o w-q� D 06'14'48 2464.00 268.64 134.45 HAYWARD PARDUE R.C.E. 42758 DATE CHECKED . ., DRAWING NO. FINISHED SURFACE ELEVATION, G 21 "3r '08 S • Go' 31.77 , /rb.08' E 00'29'26" 2453.00' 21.00' 10.50' (714) 241- '( :2 1-3432 SAX 1705 � 7 O 5 OVERLAY OVER ENTIRE WIDTH OF ROADWAY Pro, e c-I- 5 ti e-e 0 F i o' mom. BENCH MARK m r S.B. CO. B.M. SPSN 0108 - ELEV 1013.469 0 o o A 1 ' BOLT TOP OF CURB N. SIDE G" sT. TOP OF W'LY CURB + o 31.71' 29.66' 00 o N o+ - Cn 500'+/- E. OF C.L. DAY CREEK CHANNEL; 00 4�P U TOP OF O.C. O.C. ( o "' + - 1' E. END W'LY. DR. TO :" "G" ST., 0.9 MI. 00 1.71% 4\P 4 m W'LY CURB U o �' 15% N OF ETIWANDA. + �i CO w r m w N 0 U U o+ °' 2 00 L0 , (0= p U > m U Ln 00 1.87% ao w ��`n= � `�' w o No orn _ 00- 00 po ,� 00 rn � r � `o o mPC) (,; � Zvi � rn + - - /n.. p 1 58% + [ cV 00 O (o O N oo + rn 1 r o � W� N � 54.98 + + o6 + m � � o0 6% l + _ .. 32% 50' MEDIAN UM 0 ° O co ao rn Coao 2• Co00 0 Co DD 1 o zr'` 1 U + 00 � _ __ _ _ _ _ 1190 o (a '`� �I�� 1.35% o FLARE o 98' 1.83% 120 MEDIAN TAPER _. 54. 7%) - - Ln o + Ln O.C. 1.85% SEE SHEET 7 _ o - - - (1`3 - - - (1. Ln 50%) TOP OF V1r'LY + ° �' TOP OF W'LY MEDIAN CURB o o 1.64% 216% �� g`' LL MEDIAN CURB o + "� Uo U`0, Urn U o °' 1195 V m O (D r � 7% w � Q o N O O � 1.8 NIA - 00 O + N p ,+,� Co 1.7 3% m o _ Co i� = O N ao rn 1 85% 0 0 '= 1.60% 1196 p o 0 o Co°� m0, + o + a Or- oL0 �' 00 1.g5% 0rn O � � � °,.,° � 1 39% 2.18% p 0 - rn o + rn r` + 00 o _ �J + 00 w 9 . _ ....... .._. 1.3.6�' __.............. �....._:...... 700+ ° ................ ... � � 7Q ...... ....... + � ....... . ........ 1.69%.. . ..... _ 0... . .. ...... � � 9Q ......_ 0 0 "� 1.61°� po o ..... .. .............. 2.21�''... ri� or +144% -t 001.54% 00N � .- 1.37%To � � N r 1.39 A Div 2.56% ►.� 117 6 1.36% p r- N o N u� o � �4 1.42% wn oo mN 38% o ;° °' TOP OF E'LYj4 �'4w o � 00 °'1176 1 a7�° _ p o0 + MEDIAN CURB 4 _ P OF E LY + r000 o 'er 120' MEDIAN TAPER 1.78% m 0 v CO rn (0 (0 o L►LL- 00 + MEDIAN CURB U(o + '� r� cv tD N w P. 2.23% r\ w rn o �: t° tD U w N + 50 MEDIAN "� % o N 14 O TOP OF E'LY CURB 1.g5% po rn Co ao o0 0o cn U FLARE 1 46% m 1.58 °m o ' I 1.34% 1.54% p r�a `n � N cD 00 1.84% U 00 +. � t\ N t\ € J 0_ O Z �'� (D d (a W r7 . 7 � 1G►Q . .... + � � .= - 54.98' O.C. r.. oc� tarn . N °° 00`° Do 6 � 0D 1.7 2% 00 � N + (1.58%)-- 1.34% 0 Ni U U o V O + rn 't CD - - - Co m p �� + Co0 ,�,� �/4 0/4 17 + �4 1'64% p Co m '� °' 34.57'� 32.21' - - - - (1.37%) °' rnN � � o' o � oao O.C. O.C. c TOP OF E'LY CURB w N 0O � o cn U) It U- c6 Cn ONO} NX� Oop� Oiaj; M � 00 + O o ►� + h + w^ °�' obao + TOP OF E'LY CURB + ,:r, 5- ± ^ 54.98 O.C. o °° AD01 O ST'R.TRC-ES €� slD�WALK PER OR 00-2-8 , r3L-DG. ......... .. ......... ......... ......... ....._.. ................ . .......................... ............. .. 70 � :. ......._ . ...... . ......... S111R.�Pm CUP 9}0�4 orz9PNs�De�-60;Fix�D Swr ate, 10- 3 00 2EVt5tot�S CONT' 30 31 32 33 34 35 36 SE�SHEET )KS 37 38 ® 39 40 41 PROFILE SCALES CENTURY COURT T m v cJ €- 5 VERT: 1 " = 4' 5 lsa� r �s a U �+� GYP © ® �(If T5 o < o rn m � >�3 0 8 w U U _j ® 3 U =) + =3¢ w p cD o U m > lv c: Y X w w`� �"- � W c7S N O N W X O Q3 d +€ o Q +I c° w m LAJ w a 1 ,' + w Z o+o + ''� w ai 0 ' i o ® ® 3 0 + z cD _ + i i cD 1 r w '`� 6 00 r " O Z + o + W + o O o N P P N �a P + (6 C '`� N _ R - "� co iz o0 ,0,0' + o p N Ni O V 11 t o '� P + wN CR �' CR LIP OF EXIST. GUTTER , 1 ❑ 1 0 P rr J�� + P � cwI - , R _ 0 r� -- 7'56"W o - _ 'S6,� N14 '-' D 1 6 W "`_ > iV 1 I - -�- --- - O E F r. _._. _ ,.... _ - �1� o0 0 g .� ��; 1 <.6 1 N 16 0 0 - o P 1 ; :'.k'. O 2 0 1 1 0 ' _ o 2 � ,,. � ..: of � ,r Q - 1 � , w - � ��A. 35 � 53.17 MILLI _.. 8 S :, M + + I NN UM v� .� W (u I + o a CENTURY V nz r� 0 2 x� 3 w__r, I 0 3 Ln _ J w w A H w _ �; r O w a Lij .-.,....,., ...... .._,..._-.,. ... .... ,. ,n ..... .. -... ......... ........ .. ......... ....,... -.L -.........»,ww+:,..�.._n _-.:a:.,w�•..:..,._.....nn. n:.....atier+r.....�wr+�.w.:.,.r..,.,...., .r...:, LLJ OLd • O o (0 0D o '� 19 o - cwn 14-t 16 EXISTING EP (o R + ! CR 1 16 1 1 + CR 0 + R CR F _. . •• ., .�. :..-: , E , ,- � _ STING EXI P Cj Wri N _ - -� - - - - - EX. AC BERM XL•in ❑ ,- • R "" CR 7 R .> - '4 4 t. ✓ 1 0; f -H P m o W -d U �� o o CR N 14 6 �t s +lo PAVING LEGEND +I om o mU n a mU� � o ' co + Mom a + 0 o w _+ Q1 00 +€ m a X U w� + 1-1 2" INTERCONNECT a a + 0' Z o ,; �i J r� 0) ,I , NEW PAVEMENT ® Lri 0 U > a 00 0 w 0' W o o� r0 / � cn �� + � Q " o U w n U + Y r0 ¢ ® 3 ^ N o of m w r� ONDU17 PER SEPARATE PLAN 00 w �,� w ,0 SEE PLATED CURB DETAIL � U a 1-1/2 INTERCONNECT O� U rn w o X +o a + o0 0o z � ow o -� ON SHEET 2 �'� m = K + CONDUIT PER SEPARATE PLAN `'' �^P a a N Q PAVEMENT REMOVAL N -Tye ¢ N w w TYt' + N_ €� N + C + -O� J c=n © + C' + U a 1\ U O w M �O� Z N WN + w Z 't Z �a � n W M pi JN © O L� o- L6€ + (7 0 © m n CV wz n ¢ ►7 ¢ W d ^ li ti O mw � cno W fit ; + w (0 O ►. r7 (n PAVEMENT OVERLAY cc LU z v� Wt cno rn cCOv a, cp o z (0.10' MIN) 8 a- rn + (° `n i + au , - � W r n � � p � + � � GRIN 0.15 MII� AND - - �o �r 3 _ - - (SEE DETAIL O E No. 2) ®CSLE LAY Ar6oVI`) m I I 1111< I� Nr MI LENNIUM COURT 0 RAISED PROPOSED MEDIAN AND MODIFIED GRIND and OVERLAY LIM178 s,v o0 GRAPHIC SCALE SEE SHEET ADDED RT TURN LANE AND SDEWALx �� ® (REPLACES PREVIOl19LY APPROVED SHEET 4) 4-21-00 � Q 'O 0 2O �o °0 160 DESCRIPTION OF REVISION MoQE 2EVIStoNSaBo�iE DATE CITY PP'! '°'L CITY OF RANCHO CUCAMONGA ( IN FEET ) L- 1 inch = 40 rt• CURVE TABLE H. �+ ® Qa°FEsa'� STREET IMPROVEMENT PLANS EXISTING FEATURES LEGEND �� • �o � CON3TFtUCT10N NOTES DELTA RADIUS LENGTH TANGENT �� G� � MILLIKEN AVENUE A 14 37 10 2400.00' 612.38 307.86 PROTECT IN PLACE B 90-57 ,8 35.00 55.56 35.59 - ��� = RANCHO CUCAMONGA CORPORATE PARK " ' CR COORDINATE RELOCATION WITH AFFECTED AGENCY � CONST. A2-8 CURB AND GUTTER PER CITY STD. 104 1�5 -GRIND & OVERLAY EXISTING PAVING (0.10 MINIMUM) C 90'00'00" 35.00' 54.98' 35.00' R REMOVE EXISTING STRUCTURE -3t-04 �CONST. A1-8 CURB ONLY PER CITY STD. 104 16 OVERLAY EXISTING PAVING (0.10' MIN)��C � 5� PARCEL MAP NO. 1�295 a3 -CONST. 7" AC OVER 8" C.A.B. ** �SAWCUT & REMOVE EXISTING CURB AN GUTTER D 00'57'51" 2473.00' 41.62' 20.81' .� t18 -CONST. MEDIAN TAPER PER CITY STD. 108 (L=120') E 21'29'08" 84.57' 31.71' 16.05' OP JOIN EXISTING CURB 19 CONST. MEDIAN FLARE PER CITY STD. 109 (L=50', R=1') F 20'05'30" 84.57" 29.66' 14.98' APPROVED BY DATE @--CONST. CURVILINEAR SIDEWALK PER CITY STD. 114 &-CONST. LOCAL DEPRESSION PER CITY STD. 307 CASE 'A CITY ENGINEER R.C.E. N0. 24953 G 04'57'31" 2400.00' 207.70' 103.91' 9�*4 - CONST. SIDEWA:_'< ACCESS RAMP PER CITY STD. 102 CONST. LOCAL DEPRESSION PER CITY STD. 307 CASE 'B' H 09'41'07" 2388.00' 403.67' 202.32' PREPARED UNDER THE SUPERVISION OP. DESIGN �CONST. COMMERCIAL DWY. APPROACH (TYPE C) PER RELOCATE EXIST. STREET LIGHT PER CITY STDS. 1 RECOMMENDED CITY STD. 101 AND MODIFIED PER DETAIL ON SHT. 5 3�-ADJUST GTE MANHOLE TO GRADE 90.00,00" 35.00' 54.98' 35.00' PARDUE, C4DRNWELL S AS'SOCIAT*S, INC. 1�--SAWCUT & REMOVE EXISTING A.C. PAVEMENT �CONST. CONCRETE RIGHT HAND TURN LANE PER CITY STD. 119 J 90'00'00" 35.00' S4.98' 35.00' ,_ DRAWN Planning • engineering • Surveying SHEET 11 RAISE MANHOLE TO GRADE PER C.C.W.D. STD. No. 18 ©�-WST: STR_TRI�f�EPLkE6e IDOtJS"r, 1 K 04'35'35" 2340.00' 187.59' 93.84' `>- 151 KALMUS DRIVE BLDG. M, SUITE 2 4 OF 7 1�2 -RAISE EXISTING VALVE CAN TO GRADE PER C.C.W.D. STD. No. 4 ** - PAVING AREAS SHALL BE PAVED TO WITHIN 0.10' OF PROPOSED L 23'25'21" 84.57' 34.57' 17.53' COSTA MESA, CALIF 92626 FINISHED SURFACE ELEVATION, THEN CONSTRUCT 0.10' FINAL 21'49'30" 84.57' 32.21' 16.30' HAYWARD PARDUE R.C.E. 42758 DATE CHECKED (714) 241-3400 241-3432 FAX DFAWING N0. OVERLAY OVER ENTIRE WIDTH OF ROADWAY 1705 Pro f ec+ ,56e e-+ H or-- BENCH MARK �� Jb4_ S.B. CO. B.M. SPSN 01084 ELEV. 1013.469 TOP OF N'L=Y CURB PROFILE 145' 31.71' 29.66' 3.2# ' A 1 BOLT TOP OF CURB N. 6DE G ST. i 0. C. O.C. O.C. ' 500'+/- E. OF C.L. DAY CREEK CHANNEL; w 1' E. END W'LY. DR. TO 5125 "3" ST., 0.9 MI. 125.88' W. OF ETIWANDA. 40.13 O.C. 0 37.$3' 54.98' 7) O.C. r� 0 0 43.65' 53.70' , 28.53' 31.42' am o m ►- U- a o O.C. O.C. { O.C. O.C. 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W ', �o,�� 1ss.ss' MEDIAN CURB N z 0 X 00 + o �! � �`L� CROWN LINE 0 W o s DAR�'x' o G ' °- o m 120' + zrn - TYS J o_ • c� P . ao C R N C .- T A ARD -..:r ... ......... CIO .... .. ................ .................. .......... .. ................. .. ... .. . J -BAN o <2 5��.� _ y 2 a Q R� .,.:.. �-���s O• � � � � � ................. .. .. ....... _ __ 0 _ .. .. . . ..............._.._......._........... �� � TAPER o ,•� •:• p 00 Die ^ 0D i o0 coo SEE Ocp E� r z - � 5 NO oco SHT. 6 "� rn gqe % t) � � ; + 1 5 o,c 'c i o 0.5670 O+o o � + °° _ 2• <2 I A/4 c� o,/ _ 00 0 1.98% I I 6/4 T Rgivs T cis` ' 113� °, 4/ CURB FFAC� 4 04 119a 2. v~iw 2 I�EC/AL �RI EWA`( 0OrA/L � o rn U � 0 4Q W 00 c M m rn M o `� 2o' R4[)// - NOT TO CSCALE 119 a co `,+y ZO rn 2 24•fe N C N N W=q 5' ►H ROAT - + o M + 55.23' oc TOP OF S'LY CURB PROFILE TOP OF E'LY + O U in N E _................ .. . w *. ......... . ... �f i M D�AIV CURB N � Q Q- � 9� 2 21�e oo rn m .................................................................... ..................................... ...... _.............__.._�_....._. _.................. 9. .......... o cn O a + oN 4N i �� O O + 507e ,.2.16 O r` 0.50% 00 11-01 j 22,�e c) UJ � � ,y W ��- 2,16% J J r �N L, � 3 00 0 W v- �� m 4 �/4 �4 A/4 m �w ? w ( oo c) (� cn a' r o o I w w n� oo rno�i TOP OF E'4Y CURB C3 n w °p '` c° `� + r� >0o N N U_ rn w O orp O 4) ti 00 aD W cn U of N U cD O N cDu� :N N g2.GYo�OG r O r 0 �} 00IM� `� � m N � + �� ; 0.04' S7.71' 54.98' , O.C. O.C. rn ' � O.C. 41 42 43 44 45 48 4'7 7 _ 8 9 10 PROFILE SCALES �I�•10 HORIZ: 1 " = 40' C• FS' VERT: 1 " = 4' ._ . I _ } I I t� w N01 ® 8 U � r- r_ z U U U oo J r f I n �, �;_, I C� g �0 l _ - r 3 1 >>- Q U a p �L �,, I t'. I G <it 1I I Q d J i---r -' O Y �� ` �' ��. Q I � > - - -- ►►� r U o►- cn � OJT �' I + I .9 `?� r U N o� z� co Y p N _H cD W U O Q .� �T, .' Z J ( 4 66 - W n Y W 3 O J O d r CV `n C]Z to m W �' i f + W m I N O U - O 4 O X L r o0 Qi _i N O 1- W + / 4 ,Y l Y_ J �' + h w J �, a0 _ + -, P u� �n r I �, ' r� w v I 'i W O W + N + N + w Z w (n P + * _t -r r P } ! i - I t.I 0 c, , 00 W N N -- -- - - ;. - O ( 1 O N tD Z d N - } 4 1 N O - - - ---- - __ t �l un 1 - - � ' Oo N R_ 0 °' cn ort, "" m $ - - SLR F V ... 'ki L - CD K �� - - M N O O O O n O I I as �0' I rf J A !� 1- O In f Y O J (Xj �: N O O �: y O 00 0 16 o N 6 11 + { v► N 3 8' W "' cv - -- -- - ---- LLI r W .- - --- + C - - 2 q t W ,I a...y r. k. ♦ WTR T + N00 30 46 W N B . .. 5 5 • � � 2 P J A , W Li - _ i LLJ © O I o 0 0 0 o v I � �� o o4� cn .� w ao ai o N o f o00 °° w O o r cO oo s + o N R ' r ' cR 1 . ' CR GRAPHIC SCALE �'�di�` o q G EP o 3 x ,�L T + . r rw .: ... .., ...: � S ra. :.» ram. r f �c � •'� +o c 20 4o eo Aso - o f T Y MIL IK x P. T. ._.. ' . ... T ,P....: . . Y E-� :���.ti L EN AV SEE SHEET 4 1 - - U T t-z.. Z +, Y W : :X I I Ft 7Nr C> u Ft �r oU1/ZOd Z- of y3o Lj r OQF- Boa oo + ACTIVITY CENTER S7REETTRtES� m k•.:;• p OR,V APPR0ACf-f TRcCS PER DR 00-z8 /at-or. o - - -- t N I i w m J � 0 3� � co � CONCRETE PER hhNB'a8�4F'E I �'. .'� I �-- 1-----_--- 6 U � �' �,�r ; 'I�.' N Ua ►ri crioN z�uj o 0 I ALY�E D srR-TeeEs f2 COP>>-04 bcZ -GO o m �,� 3 ,u�j'`'� �r;�� Uwr + V) New + s 00 �fl� HUL>,Lv�. �� - ► I bDDED CURT3 SIDE M�N �CI,ET 7-2- CURVE TABLE crio �,I�`._,,cD rn w Ewa ® + R I 0 RA13ED MEDL4N AND MODIFIED C1FIIND end OVERLAY LNvNT'8 I DEL TA RADIUS LENGTH TANGENT S _ ADDED RT TURN LANE AND C 81DEWALK co _ NM 00 r��V) o q 1 A 14'37'10" 2400.00' 612.38' 307.86' O + �� 2 N z 1GRINDS OVERLAY EXI ING PAVING (0 � MfN4MUt� " (REPLACES Y APPROVED BhIEET 5) 4-21-00 I) o (- 0 6 OVERLA'` EXISTING PAV G 0.10 MIN _ B 01 51 44 2412.00' 78.39 39.20 ( /�/ /�_>_ -� II DESCRIPTION OF REVISION DATE CITY APP'_ lYP 3 8 \ ! - ' 15 STORM DRAIN _ ' I I C 09'41 07 2388.00' 403.67 202.32' SEAL r PER PM 15295 " i i D 03'08'38" 2327.00' 127.69' 63.86' CITY OF RANCHO CUCAMONGA ' ( I I E 03'24'S5" 2327.00' 138.70' 69.37' II (o ppFEsa� M 1 L L 1 K E N A V E _ ' F 90'24'3, 35.00' 55.23' 35.25' K p STREET IMPROVEMENT PLANS FOOTHILL BOULEVARD G 198'00'05" 45.00' 155.51' 284.10' Qi 1 Aq H 18*00'08" 100.00' 31.42' 15.84' �41 _ °°��, MILLIKEN AVENUE / CENTURY COURT SEE SEPARATE PLANS I 90*00'00" 35.00' S4.98' 35.00' CONSTRUCTION NOTES J 90*00,00" 35.00' 54.98' 35.00' �: RANCHO CUCAMONGA CORPORATE PARK K 03'21'33" 2473.00' 144.99' 72.51' e -CONST. A2-8 CURB AND GUTTER PER CITY STD. 104 1�5 --r--GRIND & OVERLAY EXISTING PAVING (0.10' MINIMUM) L 21'29'08" 84.57' 31.71' 16.05' PARCEL MAP No. 15295 3 2 CONST. Al-8 CURB ONLY PER CITY STD. 104 Y- OVERLAY EXISTING PAVING 0.10 MIN * � PAVING LEQEND _ " i 11• CONST. 7" AC OVER 8" C.A.B. ** _ 1 �SAWCUT & REMOVE EXISTING CURB AND GUTTER Q 20 05'30" 8462. ' 23.26' 14.98� 4e �,� APPROVED BY / DATE. Goiv57. SPaCjAL o.A. PER CITY 5To TY?E G ,MODiFlED Hr tOn� -CONST. MEDIAN TAPER PER CITY STD. 108 (L=120') NEW PAVEMENT Q N 00 32 29 2462.00 23.26 11.63 CITY ENGINEER R.C.E. N 4953 5a-JOIN EXISTING CURB & GUTTER OR CURB ONLY �---CONST. LOCAL DEPRESSION PER CITY STD. 307 CASE 'A' PAVEMENT REMOVAL PREPARED UNDER THE 3UPEFrVISION OF� DESIGN -CONST. CURVILINEAR SIDEWALK PER CITY STD. 114 �--RELOCATE EXIST. STREET LIGHT PER CITY STDS. m. r RECOMMENDED Q� CONST. CONCRETE RIGHT HAND TURN LANE PER CITY STD. 119 EXISTING FEATURES LEGEND PA L E, �RNW LL S SOCIA` KS, INC. a-CONST. COMMERCIAL DWY. APPROACH (TYPE C) 'PER ®---COOST CUQ&SIDC DR1Ll1�OC1rLET M2Cr(Y STD. 107-,a PAVEMENT OVERLAY (0.10' MIN) P PROTECT IN PLACE Plrirtt�ng • 1�nglnssrin • 3urvs n CITY STD. 101 AND MODIFIED PER DETAIL ON SHT. 5 ©�.---► ssr _zm."veE3z5 c�.)s�1T_ 1 DRAWN 9 9 HEET �SAWCUT & REMOVE EXISTING A.C. PAVEMENT GRINp 0.15' MIN AND CR COORDINATE RELOCATION WITH AFFECTED AGENCY "ice 151 KALMU%. DRIVE BLDG. M, SEINE cj OF 7 11 RAISE MANHOLE TO GRADE PER C.C.W.D. STD. No. 18 ** - PAVING AREAS SHALL BE PAVED TO WITHIN 0.10 OF PROPOSED - PAVEMENT OVERLAY COSTA 'MESA, CALIF. 92626 R REMOVE EXISTING STRUCTURE j2) -RAISE EXISTING VALVE CAN TO GRADE PER C.C.W.D. STD. No. 4 OVERLAY OVER ENTIRE WIDTH OF ROADWAY FINISHED SURFACE ELEVATION, THEN CONSTRUCT 0.10 FINAL (SEE DETAIL SHT Na. 2) HAYV1/ARD PARDUE R.C.E. 42758 DATE CHECKED (714) 241-3 241`=3432 FAX F~' DRAWING N0. 17 Prode<-+ ............ ................................... .......... ....................................... ....................... ......................................... ........... ........................ .................. ...................... .............................. ........................................... .................. .................... ................................ ............................ ....... ......................... .............. .......................... ....................................... .............. ............................................... ------ ....................... .............. ........... uu.00' VC Alf ........ ........................................J� ------ ........ 4- ................................ . ................. .......... 11; N.�A. .K O\A STA V-1 .......... PA -STA, .-HibK..POINT ELE 119. �5_ 1 RVI S ........... T 15A+25. ......... rV 01 POINT �STA 14+68,60 PV1 ELEV 111:04.8 PVI ELEV 1191�98 HI GH 8 ,1�8 3- CO. 8.IvIrl PbN Lo P'VI ELEV 6 f`180 4 .. ........... m........... ...... .............I............ ........... 1- ffOLT' TOP. 'Oi� A ] F CURB 00", rn 0) f.­'N.,' sfbE ""G b 59- _QQ c .......... L_0 ............ A-Y CRE + Lo 0 Ln U , 0 [ I - - --, +/--� 19, 5jGb.'. EK - HANNIEL',111 &-OFLC,� co co ln :t I T 25 co I 13� I" ,I- "t ly V),ul r,- 0 N U) r, to 0 5125 T, 0.9 1. NO WlY.�� DR. T m .......... .......... + lf�uj 'W'.--'CF ET-WA 'A' 0 0 L r) C) cri 't 'cr) lrl :crl + + C�4 Lo Lo Lr Lo 0) ........... ................... . ....... �-V + . .......... + w r + Lo to :, 0 r,-- M 2' 00 ----------------- + 31 108.0:5' 77.76' .............. ...... ........... + UR lmlkaFIL�E- , Eo 01F �Om- -Clul ,R,8 ON, CU, 0, + 6.62 -4.4Z' 3 00 .......... .70' oo!: > Ld Lq .......... �'o - -11 - ­. ............. ........... ... . .... oc ............ ... ... ......... ............... ........... ............... ....................... ............. ........... ........................ --------------------- 0 VIC ................................................. ............ .............. ...............................---------- ......------ ............................ ................... CN. COL: + ................ + in ...................H:I 'H OINT ELEV 1193�66 Q co �t Lo u ...... CN + 03 IGH POINT STk 14+6 8.:6!4 -:00" --C ............... .. ............. Ljj .......... 0 0 U 0 co r) Ln ci Lo RVI STE A = .111-1---........... 1.0 + OD 00 00 Go O�A STA 1'5+25' rJo f O� P A S t ir 2+50 CD 9.84 Lo EL V ........... ....... ............ ........... -V 11'92.C -Ed .. ... ...... P41 BiLEV m PVI- E )8 + vc 6 m .............. .. .... ..... .......... 0, pe$ 0 C) Lo 0 0,44% ............It. + cQ + ..... ...... .......... .......... + + Lo > + + 0 0) E-N� 7riff, ! AT 4b' 0) fn ,m 4 m + + --� - -�N............... NN .1 -m- I I..�: .............. co im + (7), CN�cn LID CD M + 0) C'��co .................. ........... + .......... >............ Ej > + + oi (10 ...... ..... . . ............ ..................... .......... ---------- > 5 CRO ............ ....... WN Q N E ............ .......... ............ co,co ............. J.4 cl 0 m -----------................... ...................................... ...... .... ......... ------ -------------------------- ....... ............. .......... ........... .......... ....................... ............................ ........... ........................................ ........ ........ -------- C,� ob 0 . ......... .............. ........... ........... ...................... ............ ............. .............. r ............................... co ............ .... ........ ........... ................. ................. n� to .......... .......... .... . ......... C5 - ......... .. .......... ------ ........ .......... .................. .......... . ..... ................... .......... ............. ......................... ..................;-, I .--- � ............. ............. .......... .... ........ ........... .......... .......... .............. .......... I -1 1-1�- I � -.......... ............ ............... �0- 0 ................. .. ............. . . ........ ..... ....... ...... ........ . .... ...... ............... co ........... .......... ........... ........... u) 4�, ..........Lo Fil- LO y ------- ..... -4- 0 0+ + + + + + M 40 10 + ......... ... ................ ........... .......... u .................... lh U-) ........ ............ :0) M m Lr) (�o 0) + r- cy) 0 !in o Lq 0) 0) cli + ....................... ........... ........... ............ ........ .................. .......------------- ........... ........... ............................... ............ .... .... ... .......... ......................... ...................... ---------- ........... .......... ........ ....... ............... .................... ........... + + M b V) .......... .......... .......... +�. +1111 1 .1� .......... .............. + ...... ..... 0 04- CD CN �HtGH POINT + V) ................ ........... ................ ---------- ..... ........... ..... ......... .......... .. ..... + co HIGH POIN'T STk = '14+68.69 600 O� ...... ............. ui ............ ........................ ........... ....................................... 0- 0 54- 5 io F VI STA co + co P'VI STA 12+50 0 m ........... ............ .... ........... ELEV 1.918: 1.7�9 .......... ELEV 1. -83 ....... ...... 0 .......... 1119 .......... ................... fy tb +- 11 11- �........... ................ .......... ............. ................. co ............... ................ 40(l�00, 100.00 VC 500AD) VC.... ........ r + ...........1 co o ............ ................. vi ................ ......... 00 0 Lo co PM S� 0,0 FA 8+,0,0 ... ......... .................... .............. .......... ............... P V1 'EL:EV 1189.7 4 po Lu 04' ........... .......... . . .......... .. . ....... ........... 49' 161 1: 0 5. Ln . . ..... ........... co .......... ........... ................ ....................... 00 Oc 00 .......... 0,C ......... ................... ........... ........... ......................... .......... ....... .. ......... ........................... ................................................... ............ ................ .. ................... ... ............ -777--76-t ...........I.......... N CU,RBI ............ ............---------- .......... "o ........... ................. . ............ ............-4 184"w I .... ------- lN 0 0-�d -0 ................................ .................................................. 4*00 +0-0;---- 0 2 0 o- n 0 P:R:OFILE SCALES HORIZ: 1 40' (6 VERT; 1 4' -F nL I-F 0 0 (Ni -I yp cp N w ry A 39 C.) cj go m m LLJ m r- 0 Lo Lr) DO L0 m t �S-p Lo It 0 0) 0 0 00 po to m + + + ol + + ++ + 416.02L' 10 MIN L:=2- 2jz.+ 04 177 4 ............. CAN 4 0. ry ry 0 ulU j,'04" C-� w L=2 cd cr- ui Lo 0 cj Ld + + m + , k U") a + + UJ V) N m m C3 E 04 to + + CL+ + C-4 m r) > cp 7ye 0 z GRAPHIC SCALE w 0 40 0 20 40 80 ISO ry 0 SEE SHEET 6 FOR IN FEET PAVING JOIN 1 inch 40 ft. 1 :u-m C:: :C> U Ft THIS SWET HAS BEEN APPROVED SEPARATELY AOC-0 sMr%TTRJFE9, MR RM4563011ROW 003�00066 .51 P. RzEs PCL,�G AFAk P'M ACY, ap I-R 2-00-3- 0004pip QIR�nmD STP--TaZEFY FE42-re-20-IS bl-cup--95--c4- MILLIKEN AVE. 0 T19( TRANS 6" CF NS 6" CF SEE SHEET 6 TRA TO! !0" CF TO 0- CIT DESCRIPTION OF REVISION DATE SEAL C 637 0 CITY OF RANCHO CUCA ONGA ........... !LANS MPROV MENT P rb STREET I 00"rAllL LLENNIUM COURT PAVING LEGEND VEMEN T N N04 427513 NEW PA RANCHO CUCAMONGA R NriE co: ORATE CENTER G U LEN; TH TANGENT L DE: TA RADI APPROVED BY / I 14*48'01 850.00' 2191,57' 1 10�4:0' DAT E - R vc NOTE.- THIS SHEET IS PART OF DRA MNG CITY ENGINEE R,C.E. N10. 24953 (D-CONST. 7" AC OVER 8" C.A.B. 90"00'00" 35-00' 54,98' 315,00' @-CONST. TYPE "A-2" 6 CURB AND 24" GUTTER PER CITY STD. 1104 NUMBER 1705, IMPROVEMENT PLANS FOR RECOR DED EN H:;P-SV STREET LIGHT BY S.C.E. & 9,0*00,010,, 3,5.00' 54,98 35.00f MILLLIKEN AVENUE, FOOTHILL BLVD., AND PREPARED UNDER THE SUPERAMN: OF- DESIGN 87L iD BY DEVELOPER 04*45'5:1 2.00' 72.51' 36.27'INATE THE ARR:OW ROUTE� AND APPROVAL FOR tp D L A C INC. E FROM �CONSTRUC77ON HEREON IS SEPARA T 04*50'53" 872.00' 73,78' 36.91-11' noineering! sLlwv ng APPROVAL FOR THE REMAINDER OF DRAWN a SHEET THE .......... 010 151 KAL @�--CONST. LOCAL DEPRESSION PIER CITY STD. 307 CASE '113, (SUMP) 48`01 828.00' 213.88' 107.54' IMPROVEMENT PLAN SET. 4L DRIVE BLDG M!L DWY. APPROACH (TYPE C) PER 18-00 IMAL NOTES ON SHEET NO. 1, '117LE cu t 6 OF 7 i 08" 100.bo' 31-42' 15.84' GEN CostAWESA CITY STD. 101 AND MODIFIED PER DETAIL HEREON 0 m L + LLL 4 L4 LLJ >7 E CHECK D SHEEV APPLY TO THIS SKEEt ��RD PARDUE 427M DATE 1:018*00'05 45.00' 155.51' 1 2,84.1!0' 34:. DRAWING NO:. (D-CONST. 4' WIDE SIDEWALK PER CITY STD. 1,03 714) 241' 4 d . t i i v I �T` F� >> 69 SA S �9 �G� Q, � 1� prO, ^� 5 5 2.5 2.5 6' S �9 9 O •OS �, 0,0 ��' 12'i `L „� 1 F T � F � O• O ,9 � 0• ' O• `L �N1�� OC OC OC OC OC OC �� G,, •� �' N �� Na 0 0�0' rop L=5' U-) U') Ln O m Lr) Lc) —.. I r v 0 U (o coo U c U r� 0 n U CCC) L=5' + + + s + + s + + 00 r7 00 r7 N r7 U r7 N M 00 r� 00 Z r a o N o � m M L=10' mo O O O Q O O w Li 00 m O U- Co. N ® O) -t m O) C) I U U U U U + + s + F- + it + + _ 0�0 U- U U U O U U- (D a (0 N U) Q (D N (D s cD s 1 �G , + + U N Co N N U N r- N 00 N 00 G > >1 N s N (V N Q N (V M ' r�) ' f Po 00 5' 2.5' 2.5' 6' 5' �1 1 �O O�` F F >, S 1�1 �1��N (b. Q.�. �`? Off' O ss Aj O'06' �. �O 5' 2.5' 2.5' 6' 5' OC OC OF OF OC '� N 1 7' S T �` O '` '` F� �'` 1�1 O c OC OC I OC I OC I OC i LOCAL DEPRESSION DETAIL No. I LOCAL DEPRESSION DETAIL No. 2 LOCAL DEPRESSION DETAIL No. 3 CITY STD. 307 - CASE 'A' MILLIKEN AVENUE / SEE SHEET 3 SCALE: 1" = 10' CITY STD. 307 - CASE 'A' MILLIKEN AVENUE / SEE SHEET 4 SCALE: 1" = 10' CITY STD. 307 - CASE 'A' MILLIKEN AVENUE / SEE SHEET 4 SCALE: 1" = 10' I I 2 5' 7.5' 7.5' 6' 5' >> >i�s.o�S>>��g0 Sp �`�c1 G G G , OC OC OC OC OC OC >>�������8�9 T �03�lc ��CDI . �. Q� Dp�Q�D �Q� 5 5 5 5 6 5 J z �> > �9 O N p. 1� O ��, OC OC OC OC OC OC f- 1� m (o (D co Q (o (o (o Lr) Ln Ln Ln m Ln U-) Ln � NU+ o n � � 0) _ ooUU � � � � � 0 o � � + + + + + L=15 U U vU+ + + + + + +io � MU r� ioo co d00 � 00 ' N dU SIN � 00 � 00 L=15' N U N U N (�j U N N U N U N U Ns r- N � Q r- r to 00 L=10 m O 00 N r m N N o0 00 — r0 00 00 ao m a0 a0 00 00 �� �GQ� G; .. ;•,J, , J,9,IQ Ix F O F S sr > �' 1 h '� Q ��' 9 9 O �°� ,y0 0h ,�O pro 6'�'(�� A� 0� �� `S, �o 10' �1 �• �.� roh h 9, `r.0 �� 0 ro 0 Q ro 5' 5' 7.5' 7.5' - 1. 6' 1 . 5' 06 '� �� ,�°� 0,1' �• Q��, ro 86, S�, .c� C� �N ��' G' �\ OC OC OC OC OC OC �� N'`°'FG' '`� �p1' 6����, • c' �' LOCAL DLI�RESSION DETAIL No. 4 LOCAL DEPRESSION DETAIL No. 5 LOCAL DEPRESSION DE'T•AIL No. 6 CITY STD. 307 - CASE 'B' MILLIKEN AVENUE / SEE SHEET 4 SCALE: 1" = 10' CITY STD. 307 - CASE 'A' MILLIKEN AVENUE / SEE SHEET 4 SCALE: 1" = 10' CITY STD. 307 - CASE 'A' MILLIKEN AVENUE / SEE SHEET 5 SCALE: 1" = 10' 83.05' 1 5' 6' 3' 1 3' 7.90' >> >> �>>9, >;J98 � .F G OC OC OC OC OC OC SA .�� !j � 1`'�<0 A-�`. p�Q�. '�G�. A 2 5' 1.7� 1.7 ' 6' 5' 9 9 {9 �l. Q "� O F z } 3 OC OC oc Oc OC OC _s U U U O O m 0 O O s 0_ O r- In u) u7 �=3.5 w co io ro v - m (o + v ovovov U (° U o = + o + + o ± _ + x z L=6' L=3.5' 0o 0o ao m PC) PC) �G F� U + + U + v + + vLL- + U + U pro�� ��`F��� �G: >> S ���0�� Ne Ne N N N a N N (14 Ns '\ ao cc) U �r m oo ,�� ���. 1�hh0 �`t, 1 �F , O G G > > >� 6 S T A O F ro •� F �� 'O� 8 5' 5' 1.75' 1.75' 6' 5' Q�Q �'`���` �� ��, c, rod ' 'g°' �1 S7j�A A� �s �N lb OC OC OC OC OC OC N N FG' 1 N� O 0- LOCAL DEPRESSION DETAIL. No. 7 LOCAL DEPRESSION . DETAIL No. 8 LOCAL DEPRESSION DETAIL No. 9 CITY STD. 307 - CASE 'A' MILLIKEN AVENUE / SEE SHEET 5 SCALE: 1" = 10' CITY STD. 307 - CASE 'B' MILLENNIUM COURT / SEE SHEET 6 SCALE: 1" = 10' CITY STD. 307 - CASE 'B' MILLENNIUM COURT / SEE SHEET 6 SCALE: 1" = 10' CITY "" DESCRIPTION OF REVISION DATE APPROVED i CITY OF RANCHO CUCAMONGA LOCAL DEPRESSION DETAILS MILLIKEN AVENUE NO. `VU RANCHO CUCAMONGA CORPORATE CENTER , PARCEL MAP NO. 15295 v APPROVED BY DATE —�— CITY ENGINEER �'�'� �� (/ R.C.E. NO. 23889 PREPARED UNDER THE 3UPERYI3K>N OF: DESIGN :> RECOMMFNDED PAI UE, dC RN%VVLL S A49SOCIAftS, INC. DRAWN Pie ming • En91nooring • Surveying fr SHEE p 151 KALMUS,, DRIVE BLDG. M, SUITE 2 k 7 of 7 COSTA MESA, CALIF. 92626 HAYWARD PARDUE R.C.E. 42758 DATE CHECKED (714) 241-3440°241-3432 FAX L RAWING N0. 1 705 PrOjeL-f .5tqee + -7 0f i A GENERAL r'r/OTESr- G� �03 =IT"' C LDU�� I Q 0 � PROJECT AREA 1. ALL WORK SHALL BE DONE IN ACCORDANCE-WITH THESE PLANS, THE CITY OF QO ^ U�o RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FORI o I I ��J I I � G�l FOOTHILLPUBLIC WORKS CONSTRUCTION - CURRENT EDITION, INCLUDING ITS ANNUAL lll���" uuu---LLL,,, �_� u V u u tu���-� BLVD. SUPPLEMENTS OF AMENDMENTS, CONTRACTOR SHALL BE FAMILIAR WITH AND 66 SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND �C= � CIVIC CITY HALL Q� SPECIFICATIONS. "�' 2. ALL PIPELINES C SUBSTRUC IURES OF ANY KINp, TELEPHONE OR POWER uj PLOWS, WATER METERS, VALVES, FIRE HYDRANDf§.:,ETC. SHOWN OR NOT SHOWN a ARROW CENTER DR. om� ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT RIGHT-OF- Q Q Q ROUTE WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE 0 z C SHALL BE REMOVED, REPLACE, RELOCATED OR.PROTECTED IN PLACE AS Y REQUIRED AT NO COST TO THE „ITY OF RANCHO•CUCAMONGA. J 3. ANY CONTRACTOR PERFORMING WORK IN THIS PROJECT SHALL FAMILIARIZE 0==11 Q3 JERSEY BLVD. = 15 HIMSELF WITH THE SITE AND SHALL BE SOLEY RESPONSibI E FOR ANY DAMAGE TO Q :-N PF EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATION, �I • WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. R R TRACK 4. A PERMIT SHALL BE OBTAINE.) FROM THE CITY OF RANCHO CUCAMONGA PUBLIC I1-� �1 //��� D D=0 /��\� D �� `WORKS, ENGINEERING DANY CI Y RAN TO ANY ENCROACHMENT T �� 1cm cm f �� 1U CONSTRUCTION WITHIN ANY CITY G: RANCHO CUCAMONGA EASEMENT OR RIGHT- L_. �] LJ-LJ ���JJJ 00 L�ZJ L-J-1LJ�o V/G/N/TV MAP OF-WAY. 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAV NG NTS STAKES SHALL U SET AT ALL HINGE POINTS, EDGE OF PE VEMENT POINTS Nn iIN 0 l__J� P O l ={ r 1 cm 0.01 FOOT OF SUB GRADE ELEVATION AND AT NOT MORE yAN 50 F00T ILLJJ����LUUU] UUUU ���------rirr LLL------��� LLLJ���LLUJJ LL�� LLLJJJ l� LLLJJJ���� INTERVALS. ADDITIONAL PAVING STA;CES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL C JRVE AREAS. 6. ALL SEWER, WATER, ELECTRIC, Gl 7, PHONE OR OTHER UTILITY LATERALS, MAINS, �'i ONS TRUC T/ON NO T�S Br G?�JANT/T/ES OR CROSSINGS SHALL BE CONSTRUC ED PRIOR TO PAVING. C3ENE'RA4L STORM ORA4//V NOTES CAL TRANS GENERAL NOTES 7. COMPACTION TESTS OF EM 'ANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPAC iING ORIGINAL GROUNo AND ALL SUB-GRADES SHALL BE PERFORMED Al 1. ALL WORK SHOWN HEREON SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS 1. AN ENCROACHMENT PERMIT IS REQUIRED BEFORE ANY WORK AND REPAIR WORK AS NEEDED. THIS WORK SHALL BE FURNISHED NO. REM Mr.- O'TY NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE OF THE AGC/APWA STANCARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1991 MAY BEGIN IN OR NEAR THE STATE RIGHT-OF-WAY. AT NO COST TO THE STATE. S T F2 E E T S COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR EDITION, WITH SUPPLEMENTS, STANDARD PROVISIONS ISSUED BY AND FOR USE IN THE CITY 2. ALL WORK WITHIN THE STATE RIGHT-OF-WAY SHALL CONFORM 7. WHERE SURVEY MONUMENTS EXIST, SUCH MONUMENTS SHALL L CONST. T"PE 'A2-8' CURB AND GUTTER PER CITY STD. 104 L 1,085 AP,ROVAL PRIOR TO THE PLACEMEN: )F BASE MATERIALS AND/OR SURFACING. OF RANCHO CUCAMONGA ALSO AS AMENDED IN THE SPECIAL PROVISIONS OF THE PROJECT TO THE LATEST STATE STANDARD PLANS & SPECIFICATIONS OR BE PROTECTED OR SHALL BE REFERENCED AND RESET 8. AT THE COMPLETION OF PAVI�(', A rAIATERIALS REPORT SHALL BE SUBMITTED TO SPECIFICATIONS. AS DIREC':ED BY THE STATE'S REPRESENTATIVE (STANDARDS PURSUANT TO BUSINESS AND PROFESSIONAL CODE, SECTIONS 2 - NOT USED THE CITY ENGINEER. LISTNG ALL .ESTS OR DETERMINATIONS COMPLETED TO 2. THE STANDARD PLANS AND/OR DRAWINGS LISTED HEREON SHALL BE CONSIDERED A PART OTHER THAN STATE STANDARDS MUST BE PRE-APPROVED AND 8700 TO 8805 (LAND SURVEYS ACT). ® 3. CONST. 7" AC OVER 8" C.A.B. ** 30-132 SF _21� VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. OF THE CONTRACT DRAWINGS AND SHALL BE ON THE JOB SITE AT THE TIME OF JUSTIFIED). 8. THE PAVEMENT SHALL BE SAWCUT 2' MINIMUM FROM THE EDGE 4. CONST. TYPE 'A2-8' CURB AND GUTTER PER CALTRANS STD. A87 LF 1,768 5 PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE CONSTRUCTION. 3. NO ECJIPMENT OR MATERIALS MAY BE STORED ON THE STATE OF PAVEMENT. THE SAW-CUTS MUST BE PERPENDICULAR OR SUBMITTED TO THE CiTY ENGINEER. _ISTING ALL TESTS OR DETERMINATIONS 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH RIGHT-OF-WAY. PARALLEL TO THE STATE HIGHWAY CENTERLINE. 5. JOIN EXISTING CURB & GUTTER OR CURB ONLY EA 5 COMPLETED TO VERIFY: R-VALUE, 9, t-VE ANALYSIS AND SAND EQUIVALENT OF THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES 4. THE STRUCTURAL SECTION SHOWN WITHIN THE STATE RIGHT-OF- 9. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN 6. CONST. CURVILINEAR SIDEWALK PER CITY STD. 114 SF 12,365 AGGREGATE BASE. RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH WAY IS FOR ESTIMATING PURPOSES ONLY. THE ACTUAL SECTION CONFORMANCE WITH THE CURRENT EDITION OF THE TRAFFIC 7. - NOT USED - 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE, AND PAVEMENT FACILITIES ARE SHOWN ON THESE PLANS. WILL BE DESIGNED BY A SOILS ENGINEER AFTER NATIVE SOIL MANUAL, PUBLISHED BY THE STATE OF CALIFORNIA, S. CONST. COMMERCIAL DWY. APPROACH TYPE C PER CITY STD. 101 & MODIFIED PER DETAIL SHT. 2 TESTS TAKEN TO DETERMINE `-TRUC AURAL SECTIONS 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING TESTING HAS BEEN COMPLETED. A TRAFFIC INDEX (TI) OF 11 DEPARTMENT OF TRANSPORTATION, AND THE SPECIAL 11. WHEN IMPROVEMENTS A'2E IU BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION. SHALL BE USED IN THE DESIGN OF THE TRAVELED WAY, AND A 11 PROVISIONS. ALL PAVEMENT MARKINGS SHALL BE 9. - NOT USED - ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL 5. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICES AT LEAST 3 WORKING OF 7 SHALL BE USED IN THE SHOULDER DESIGN. THE THERMOPLASTIC UNLESS OTHERWISE NOTED ON THE PLANS. 8 10. SAWCUT & REMOVE EXISTING A.C. PAVEMENT B,453 SF -4-,942- ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OF DAYS PRIOR TO THE START OF ANY CONSTRUCTION FOR CONSTRUCTION STAKING. LABORATORY REPORTS AND THE DESIGN CALCULATIONS SHALL 10. THE EXACT LOCATION OF ALL SIGNS SHALL BE DETERMINED IN 11. RAISE MANHOLE TO GRADE PER C.C.W.D. STD. No. 18 EA 4 DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY 6. PRIOR TO PERFORMING ANY EXCAVATION ON THE PROJECT, THE CONTRACTOR SHALL BE SUBMITTED TO THE STATE'S REPRESENTATIVE FOR THE FIELD BY THE STATE'S REPRESENTATIVE. BETTER THAN THE NATIVE MATERIAL. SUBMIT SHORING DRAWINGS TO THE CITY ENGINEER FOR APPROVAL. IF SUCH SHORING DOES APPROVAL PRIOR TO CONSTRUCTION OF THE STRUCTURAL 11. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT 12 RAISE VALVE CAN TO GRADE PER C.C.W.D. STD. No. 4 EA 13 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT NOT CONFORM TO THE STATE OF CALIFORNIA CONSTRUCTION SAFETY ORDERS DEALING WITH SECTION. SHOWN ON THE PLANS SHALL BE REMOVED FROM THE 13. RAISE STORM DRAIN MANHOLE TO GRADE PER CITY STD. 323-8 EA 1 REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY EXCAVATIONS AND TRENCHES AS ISSUED BY THE DIVISION OF INDUSTRIAL SAFETY THEN 5. ALL STATE DRAINAGE STRUCTURES/CHANNELS MUST FIRST BE PAVEMENT BY SANDBLASTING BY THE CONTRACTOR. 14. CONST. CROSS GUTTER PER CITY STD. 106-A SF 1342 ADPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL SHORING CALCULATIONS AND DRAWINGS SHALL BE PREPARED BY A CALIFORNIA REGISTERED COMPLETELY CLEANED OF DEBRIS AND/OR SILT BY THE 12. ALL CONFLICTING SIGNS SHALL BE EITHER REMOVED OR PAVEMENT WIDTH PRIOR TO PAVING. CIVIL ENGINEER. CONTRACTOR PRIOR TO MAKING THE CONNECTION. RELOCATED BY THE CONTRACTOR. RELOCATABLE SIGNS SHALL ® 15. GRIND & OVERLAY EXISTING PAVING 0.15' MINIMUM PER DETAIL SHT. 2 19,72-0 SF __4 13. ESTIMATE OF QUANTITIES I S PROVIDED BY THE ENGINEER ONLY FOR THE 7. EX:STING UTILITIES SHALL BE MAINTAINED IN PLACE BY THE CONTRACTOR UNLESS 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT BE INSTALLED AS SPECIFIED ON THE PLANS OR AS DETERMINED 16. OVERLAY EXISTING PAVING 0.15' MINIMUM SF 20,078 CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN OTHERWISE NOTED. ANY STATE DRAINAGE FACILITY WHICH IS CONNECTED TO OR IN THE FIELD BY THE STATE'S REPRESENTATIVE. ® T7. SAWCUT & REMOVE EXISTING CURB AND GUTTER 3rb6 LF � DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY 8. PRIVATE ANu PUBLIC UTILITIES, IF SHOWN, REFLECT AVAILABLE RECORD DATA. THE DIRECTLY AFFECTED BY THE CONTRACTOR'S OPERATION SHALL 13. ALL SIGNS, ROADSIDE MARKERS, ELECTROLIERS, ETC., SHALL BE 18. - NOT USED - ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL LINES AFFECTING THE PROJECT BE CLEAN AND OPERATIONAL PRIOR TO FINAL ACCEPTANCE OF PROTECTED AND/OR REPLACED IN-KIND ACCORDING TO THE IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE WORK AND FOR ANY DAMAGE OR PROTECTION TO THESE LINES. PRIOR TO STARTING THE PERMIT WORK BY THE STATE. ADEQUATE CLEAN-OUTS AND CURRENT STATE STANDARD PLANS AND THE CURRENT TRAFFIC 19. - NOT USED - OTHER ITEMS OF WORK. CONSTRUCTION OF THIS PROJECT, THE CONTRACTOR SHALL UNCOVER ALL EXISTING UTILITY ACCESS OPENINGS SHALL BE PROVIDED IN ANY CONSTRUCTION MANUAL, AT NO COST TO THE STATE. 20. - NOT USED - 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL LINES AFFECTING THIS WORK. WITHIN THE STATE'S RIGHT-OF-WAY FOR FUTURE MAINTENANCE 21. - NOT USED - BE CONSTRUCTED AT EACH INTERSECTION. 9. LOCATIONS SHOWN ON THE CONTRACT DRAWINGS FOR EXISTING SANITARY SEWER HOUSE 15 CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM CONNECTIONS ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL FIELD LOCATE LATERALS. 22. CONST. BUS BAY PER CITY STD. 119 EA 2 RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED 10. PRIOR TO THE DELIVERY OF REINFORCED CONCRETE PIPE TO THE PROJECT SITE. THE SPEC/AL C/T V PA V/NG NO TES 23. INSTALL 9500 LUMEN HPSV STREET LIGHT BY S.C.E. & PAID FOR AND COORDINATED BY DEVELOPER EA $� CONTRACTOR SHALL ARRANGE FOR A CERTIFICATE OF COMPLIANCE FROM THE MANUFACTURER DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL 24. - NOT USED - BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. THAT THE PIPE MEETS THE TESTING REQUIREMENTS OF THE STANDARD SPECIFICATIONS. 1. ALL DETERIORATED PAVEMENT STRUCTURAL SECTIONS AS DETERMINED BY THE CITY INSPECTORS 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, 11. THE CONTRACTOR SHALL VERIFY THE EXISTING FLOWUNE ELEVATION OF THE EXISTING SHALL BE REMOVED AND REPLACED TO THE SATISFACTION OF THE CITY INSPECTOR PRIOR TO THE 25. - NOT USED - ORDERLY �>i ATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON DOWNSTREAM BOX PRIOR TO STORM DRAIN CONSTRUCTION. AFTER VERIFICATION, ALL FINAL PAVEMENT OVERLAY. 26. - NOT USED - REQUEST OF THE INSPECTOR. CONSTRUCTION MUST PROCEED FROM DOWNSTREAM TO THE UPSTREAM TERMINUS. ANY CHANGE 27. - NOT USED - IN GRADE MUST BE PROPOSED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER PRIOR 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO TO CONSTRUCTION. 2. PRIOR TO INSTALLATION OF ASPHALT PAVING, ALL EXISTING CURB AND GUTTER OR CURB ONLY 28. - NOT USED - EXCAVATION. ADJACENT TO SUCH PAVING SHALL BE INSPECTED BY THE CITY INSPECTOR. ALL BROKEN OR CHIPPED 12. STATIONS SHOWN ON THE CONTRACT DRAWINGS ARE ALONG THE CENTERLINE OF THE CURB AND GUTTER OR CURB ONLY SHALL BE REMOVED AND REPLACED TO THE NEAREST JOINT LINE 29. CONST. LOCAL DEPRESSION PER CITY STD. 307 CASE 'B' LIF 1 NOTE: ALL EXISTING MONUMENTS ARE TO BE PROTECTED IN PLACE. ANY CONDUIT, OR ON A LINE NORMAL TO THE CENTERLINE OF THE CONDUIT, EXCEPT WHERE TO THE SATISFACTION OF THE CITY INSPECTOR PRIOR TO PAVING. 30. {?LL.UCATE EX• ST. LT. PER C i 5rDS. EA 3 MONUMNENTS DISTURBED OR DESTROYED BY THE CONTRACTOR'S OPERATIONS NOTED OTHERWISE. 31. CONST. WHEEL CHAIR RAMP PER CAL TRANS STD. RNSP A88 CASE 'E' EA 3 S-IALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 13. STATIONS AND INVERT ELEVATIONS OF PIPE SHOWN ON THE PROFILES ARE AT THE FACE OF THE CONDUIT. UNLESS NOTED OTHERWISE. GENERAL TREE PLACEMENT NOTES 32 - Nor USED - 14. ALL A.C. AND P.C.C. REMOVALS SHALL BE SAWCUT. ® 33. CONST. Al-8 CURB ONLY PER CAL TRANS STD. A87 284 LF -94- 15. DESIGN OF THE RCP SHOWN ON THE CONTRACT DRAWINGS IS BASES ON THE ASSUMPTION 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. 34. CONST. MEDIAN P ARE PER CITY STD. 109 L=25' EA 3 THE PIPE WILL BE INSTALLED IN ACCORDANCE WITH THE CITY OF RANCHO CUCAMONGA 2. PRIOR 10 THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL STANDARD NUMBER 341. IF THE TRENCH WIDTH EXCEEDS THE OUTSIDE DIAMETER OF THE BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT I 35. CONST. LOCAL DEPRESSION PER CITY STD. 307 CASE 'E' EA 1 NOT/CE TO CONTRACTOR CONDUIT PLUS 24 INCHES THE BEDDING SHALL BE MODIFIED AND/OR PIPE OF ADDITIONAL DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE 36. ADJUST GTE MANHOLE TO GRADE EA 2 CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR STRENGTH SHALL BE PROVIDED. THE PROPOSED MODIFICATION SHALL BE APPROVED BY THE CITY INSPECTOR. cJ-i- •� 37. CONST. CONCRETE RIGHT HAND TURN LANE PER CITY STD. 119 SF 3,494 CITY ENGINEER. 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING T T � JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING 16. ALL OPENINGS RESULTING FROM THE CUTTING OR PARTIAL REMOVAL OF EXISTING DIVISION. �� r� �� 38. - NOT USED - SAFETY OF ALL PERSONS AND PROPERTY; -'HAT THESE REQUIREMENTS SHALL APPLY CULVERTS, PIPES OR SIMILAR STRUCTURES SHALL BE ABANDONED BY THE CONTRACTOR UPON 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. 39. INSTALL 16,000 LUMEN HPSV STREET LIGHT BY S.C.E. & PAID FOR AND COORDINATED BY DEVELOPER EA 13 CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE APPROVAL OF THE ENGINEER IN CONFORMANCE WITH SECTION 306-5 OF THE STANDARD I 40. IWSTSTR•T JMS PER•TJSBI.E ON SHT.2 8�E LffrjFN- CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND ENGINEER HARMLESS SPECIFICATIONS. 4A�� FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE 17. TIES FOR CATCH BASINS AS SHOWN ON THE DRAWINGS ARE FROM CURB RETURN TO © 4l, CfJNST MEDlAti1 TAPE?-PEES CITY STD• 10 (Lm 90'� Ball OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE CENTERLINE OF CATCH BASIN, UNLESS OTHERWISE SHOWN. ® 4Z. ST. LT- EA OF THE OWNER OR THE ENGINEER. 18. LOCATIONS OF CATCH BASIN CONNECTOR PIPE JUNCTIONS WITH CATCH BASINS, AS S T O R M D R A I N SHOWN ON THE DRAWINGS ARE SCHEMATIC. IT IS INTENDED THAT SUCH JUNCTIONS BE ABBREV/A TONS /NGEX OF SHEETS 51. INSTALL 24" RCP STORM DRAIN SEE PROFILE FOR D-LOAD LF 251 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES LOCATED AT THE DOWNSTREAM END OF THE CATCH BASIN, UNLESS A DETAIL OF THE 8HT I,E8CRIPTIOfV SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THESE CONNECTION IS SHOWN OR A NOTE SPECIFICALLY INDICATES OTHERWISE. IN ALL CASES THE FG FINISHED GRADE BVC -BEGIN VERTICAL CURVE 52 CONST. CATCH BASIN PER CITY STD. 300 EA I 1 LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY THE EXACT LOCATIONS WILL BE DETERMINED IN THE FIELD BY THE ENGINEER TO MEET FIELD 53. CONST. MANHOLE NO. 2 PER CITY STD. 319 EA 1 CONDITIONS. TG TOP OF GRATE EVC -END VERTICAL CURVE 1 TITLE SHEET 54. SAWCUT, REMOVE AND REPLACE AC PAVING PER CITY STD. 120 SF 2,000 CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR 19. VI AND V2 ARE THE DEPTH OF INLET OF CATCH BASINS IN SERIES MEASURED FROM TOP TC TOP OF CURB 27, RATE FLOW 2 INDEX PLAN AND TYPICAL SECTIONS GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE OF CURB TO INVERT OF CONNECTOR PIPE. FL FLOW LINE / 55. CONST. CONC. COLLAR PER CITY STD. 329 EA 2 GB GRADE BREAK INN. -INVERT ELEVATION 3 ARROW ROUTE STREET IMPROVEMENT PLAN PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES 20. THE ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE 56. INSTALL 42" RCP STORM DRAIN SEE PLAN VIEW FOR D-LOAD LF 32 NOT OF RECORD OR NOT SHOWN ON THESE PLANS. CONVENIENCE OF THE CONTRACTOR. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION I EXIST.-EXISTING 4 ARROW ROUTE STREET IMPROVEMENT PLAN C&G -CURB AND GUTTER 57. REMOVE EXIST. CMP PIPE EA _ OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY BCR BEGIN CURB RETURN EX. - EXISTING 5 FOOTHILL BLVD. STREET IMPROVEMENT PLAN 58. REMOVE EXIST. 42" CMP PIPE LF 32 THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL ECR END CURB RETURN 6 FOOTHILL BLVD. STREET IMPROVEMENT PLAN BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK 59. REMOVE EXIST. CONCRETE COLLAR AND JOIN EA 1 21. THE CONTRACTOR SHALL POSSESS A "CLASS A" LICENSE. (GENERAL ENGINEERING 7 STORM DRAIN LATERAL AT ARROW ROUTE 60. JOIN EXIST. 42" CMP PIPE EA 1 PlfraOVEMM PCWW YOB .40M 77M PrIOILLOMP00 : CONTRACTOR), IN ACCORDANCE WITH THE PROVISIONS OF THE CONTRACTOR'S LICENSE LAW SEE SEPARATE DRAWIN43S FOR MILLIKEN - (CALIFORNIA BUSINESS AND PROFESSIONS CODE. SECTION 7000 ET SEQ) AND RULES AND AVENUE, CENTURY COURT S MILLENNIUM CALTRMS - - - - - - - - - - - - - - - - - - - (909) 383-4561 REGULATIONS ADOPTED PURSUANT THERETO AT THE TIME THIS CONTRACT IS AWARDED. IMPROVEMENT PLANS CALIFORNIA DEPARTMENT OF TRANSPORTATION, DIST. 8 22. ALL RESURFACING, CURBS, GUTTERS, SIDEWALKS. DRIVEWAYS AND OTHER EXISTING ► 8,9�10 AGTiVnY C�QTEiQ.PLAa S71 ** - PAVING AREAS SHALL BE PAVED TO WITHIN 0.15' OF PROPOSED j! 464 W. 4TH STREET, 6TH FLOOR IMPROVEMENTS TO BE RECONSTRUCTED SHALL BE CONSTRUCTED AT THE SAME ELEVATIONS AND FINISHED SURFACE ELEVATION, THEN CONSTRUCT 0.15' FINAL SAN BERNADINO, CA 92401 LOCATION AS THE EXISTING IMPROVEMENTS, UNLESS OTHERWISE NOTED. LEGEN �111 OVERLAY OVER ENTIRE WIDTH OF ROADWAY GENERAL TELEPHONE - - - - - - - - - - - - - - 1-800-483-3000 23. THE CONTRACTOR SHALL POTHOLE TO VERIFY AND DETERMINE THE EXACT LOCATION AND EXSING SURVEY W 0t4L*ENTATION C�RT�ICATIE T DEPTH OF UTILITIES. AFTER THE EXACT LOCATION OF A UTILITY HAS BEEN DETERMINED, _-_____ EXIST. PARCEL LINE - PROP. Y AC OVER 8' CAB SOUTHERN CAUFORNIA EDIISON CO. - - - - - - - - - -1-800-655-4555 THE GRADE AND ALIGNMENT OF THE CONNECTOR PIPE WILL BE STAKED SO AS TO CLEAR THE EXIST. CURB 7951 REDWOOD AVENUE I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS UTILITY. - PAVEMENT REMOVAL FONTANA, CA 92336 24. WHERE A CONNECTOR PIPE HAS A GRADE CHANGE EXCEEDING 5' 45'OR DIFFERS IN OF RECORD(S) THAT COULD BE DISTURBED BY THIS PROJECT. ALL PROP. CURB ONLY PAVEMENT GRIND & OVERLAY 6 A -TL e1mv. 1-PRc_ SweG-r: 73 - SOUTHERNCALFORNIA GAS CO - - - - - - - - - - 1-800-427-2200 RrS. DIAMETER FROM THAT OF THE EXISTING PIPE, THE USE OF A CONCRETE COLLAR AS PER SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN PROP. CURB & GUTTER PER DETAIL EDGE CONDITION O 200 - OI 3O AND Tao 2003-0004-4p 216 N. EUCLID AVENUE 1-800-427-2000 COMM. STANDARD DRAWING 329 SHALL BE INCORPORATED. ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: PROP. GUTTER - PAVEMENT GRID do OVERLAY ADO SvJALK P VIN ST.TREES RT TUR O./R.f�ER DR VO-�SCSHiS2 Iry ONTARIO, CA 91762 25. IN CONFORMANCE TO THE STATE CONSTRUCTION SAFETY-ORDERS, DIVISION OF AS E5U I LT PL MS 7-r�oZ CIh:AYONGA COUNTY wAIER DISTRICT - - - - - - - - (909) 987-2591 INDUSTRIAL SAFETY, THE CONTRACTOR SHALL SUBMIT SHORING DRAWING TO THE CITY 1" IRON PIPE WITH BRASS CAP DOWN 0.1' AT THE INTERSECTION OF -----=--- EXIST. STORM DRAM :` '::;;.�._.:'..;:::; - CONCRETE PAVING SHIFTS 3,4 - ADD D.d•,ST12�>ETTR s Sr 'wac_I% Pl=� DfZOD-2 gL� 3 - f•O/ ENGINEER FOR APPROVAL. 9641 SAN BERNARDINO ROAD THE SOUTH LINE OF PCL. 5, DEED 462/14, AND THE ACCEPTED E'LY I........f EXIST. CATCH BASIN 541TG-L.ENGTNEt�t LE-PTTURN POCY.ET Ioo' pz)0TA4LCL. >3L-6 00_ RANCHO CUCAMONGA, CA 91730 26. CONTACT UNDERGROUND SERVICE ALERT 48 HOURS PRIOR TO THE START OF LINE OF FRAC. NW 1 4 SEC 7, Tl S, R6W, SBM, ALONG THE EXISTING ...........�.............•••••...••.. PROPOSED BUILDWG WALL CONSTRUCTION. (1-800-422-4133) / EXIST. SEWER I AMEDSM.1'IL"S TD SI.IE TS 2,S%,fo- ACC�D S44SErS 9 Sr IO b-S• .AETROPOLJTAN 'VATER DISTRICT - - - - - - - - - - - (909) 593-7474 RIGHT OF WAY OF FOOTHILL BLVD. �" PROPOSED CATCH BASIN 700 N. MORENO AVENUE EXIST. WATER LINE __ DESCRIPTION OF REVISION DATE I r,PP':, PL LA VERNE, CA 91750 EXIST. STREET LIGHT ENTERLRY/ CNTERLME CITY OF RANCHO CUCAMONGA CAME TV - - - - - - - - - - - - - - - - - - - (909) 880-0220 -- -- - - CHARTER COMMUNICATIONS CORP. FAX: (909) 880-0230 �tL EXIST. FIRE HYDRANT - -, --- - - TOP OF SLOPE 4240 N. HALLMARK PKWY EXIST. POWER POLE 0) TOE of SLOPE SAN BERNADINO, CA STREET & STORM DRAIN IMPROVEMENT PLANS DATED: -0� OR -...II...- EXIST. SIGN (6,50)) EX CONTOUR J ES H. PARDUE R.C.E. N0. 42758 ' EXIST. TELE PULLBOX --- ---- 1 > -_.______ ._ ._ PROP. CONTOUR RANCHa CUCAMON�A PREPARED FOR 8(X_8 ENCVNEER BAW OF BEAD PREPARED UNDER THE SUPERVOON OF: DEAL C O R P U R A T E C E N T E R Underground Serme Med THE BEARING OF NORTH 89'27"50" EAST OF 2 �® PARCEL MAP No. 15295 CALL BEFORE YOU DIG CATELLUS DEVELOPMOff CORPORATION S CALF GEOTECHMCAL THE C TERLINE OF ARROW ROUTE AS PER © �FEss / • 7 , IRS 80 36, RECORDS OF SAN BERNARDINO _ Q � APPROVED BY � , � � ,� ,� DATE m CALL-TOLL FREE COUNTY HAS BEEN TAKEN AS THE BASIS OF �� 1 IL P� CITY ENGINEER R.C.E. NO. 24953 0 4000 WESTERLY PLACE, SUITE 200 1260 NORTH HANCOCK STREET, SUITE 101 BEARINGS FOR THIS MAP. AYWARD PARDUE R.C.E. 42758 DATE �� Gt�► DESIGN 1-800 NEWPORT BEACH, CA 92660 ANAHEIM, CALIFORNIA 92807-1951 w Ia. 4Z76A z PAt�UE, RN> LL, 3$OCIAI� RECO D (714) 777-0333 BENCH MARK �� tv Ur �. s-�tros m * INC. 1 1 422-4133 JERRY MCKEE (949) 251-2366 S.B. CO. B.M. SPSN 01084 ELEV. 1013.469 OW 17oS) S4CTS. I- 10 d: -v DRAWN ..... Planner► • >>> n, �Kt • Swvoyilne SHEET 10 DAYS BEFORE YOU A 1" BOLT TOP OF CURB N. SIDE "G" ST. r*O WORK 151 KALMUS DRIVE BLDG. M, SUITE 2 ING DIG 500'+ � `/- E. C.L. DAY CREEKCHANNEL; '� CIVII• T COSTA MESA, CALIF: 92626 � OF 1 E. END WILY. DR. TO 5125 "G" ST., 0.9 MI. }�,�y � PA+R��4 R.G.E. 4.27S'b Oaf CAL. CHECKED (714) 241-34� 241*3432 FF�X M. �. DRAWING NO. W. OF ETIWANDA. FXP. 3-b l-off 1705OF Q SHEET SHEE 6 t 65' MAX 53' MIN IP 26' to 41't 5' to 20't 7' to 12' S' to 20't FOO HILL BOULEVARD VAR. VARIABLE VARIABLE 1 �5' SIDEWALK VARIABLE 2' 11 7' to 12' 14' 2' EX. PAVING TO NEW EASEMENT NEW RT. TURN r GRIND & OVERLAY PAVING PAVING BUS BAY 3 36 II I� I I HI (VAR. 0'-11') 3' MIN TO REMAIN P�1 REEL 2 P�1 F��El 4 P�1F� EL 0° 3 S I� I I� I� Of 5' MIN to Z I �a oI ILLJN to I I �CL 0I w No10 =I I 15 MAX t OVERLAY TO B CONST. Z o N a `" 1' MIN. z o �► I J o I o Io (VARIES) FOR ENTIRE WIDTH (TYP) ...................... VARIES I— I OI Io I- I oI of w (n N� (STA 83+66 to 86+66) P�1 F�r EL l _ _ __ ;.. .. 2% f � 0 o a o 13 a I z o I O s EX. MEDIAN c� o I I c� o 2.0% a � a a� I % t- U. I w Cl- 2.09� I w a 2.0� 2:1 SLOPE � 2.o/ �I� �� VARIES 2 P�1F;'CEL 3 P��F>'CEL 7 5, 2, 2: 1 SLOPE - —_� I c� a a 3' MIN _ I 5' GRIND & CURVILINEAR 6' 2't 5' OVERLAY SIDEWALK SIDEWALK GRIND & IDENTICAL OVERLAY FOOTHILL BLVD. SAWCUT, REMOVAL POINT FOOTHILL BLVD. SAWCUT, REMOVAL P�1F��EL STA. 58+00 to 58+45 (f) & NEW PAVING STA. 58+45 to 60+65 (f) & NEW PAVING ARROW ROUTE STA. 60+65 to 78+47 f TYPICAL SECTION STA. 80+47 to 86+66; TYPICAL SECTION NTS STA. 88+50 to 95+36 NTS TYPICAL SECTION NTS F'�1 F�r`EL E3 MILLENNIUM CT_ TACK WELD NUT AT 2 PLACES 1 1/2"SQxl" THICK STYROFOAM POCCKET AT EA NUT WITH 1-SQUARE NUT CENTURY CT_ -r---- R T STEEL AS ANGLE FLOWUNE �AME ,�, PROP. C&G 1/4" SKID PROOF FOR GRATE-6" LONG STEEL PLATE IN � N TWO SECTIONS i (TYP) CN PROP. R/W .v TRANS 8" CF TO 0" CF* TRANS 8" CF �, SIDEWALK ESMT 5 MEANDERING I I CURB AT BOTH MODIFIED CURB AT MANHOLE TO O" CF* 'O, � G ' SIDEWALK SIDES OF PLATE SEE PLAN FOR STATIONS "' �� P�1F�CEL JCJ 0" TO 6" CF : �'.� " " EXISTING GTE TRANS (ONSITE) 0 TO 6 CF MANHOLE SHAFT TRANS (ONSITE) * NOTE: THE CURB FACE SHALL TRANSITION FROM 8" CURB FACE AT THE STREET BCR TO 0" CURB FACE AT THE FRONT OF WALK. P�1FCEL y'1 THIS DISTANCE WILL VARY FROM DRIVEWAY TO DRIVEWAY. PLATED CURB DETAIL 8 TYPICAL DRIVEWAY DETAIL NO SCALE 25' RADII - NOT TO SCALE Z W GTE MANHOLE GTE MANHOLE J ..-..--•_.....- _ GTE CONDUIT BANK LIPOF GUTTER -------__---------------------------------------------- CURB FACE P,1F?r'EL J2 P�-1F?CEL, y3 BACK OF4CUSKID-PROOF STEEL PLATE IN 2 SECTONS CURVILINEAR ��_ ,;: ; '+ : t.. :�n NEW PAVEM'T COLDPLANE SIDEWALK & BASE PER PLAN ..,........ S E SHEET 7 FOR RIGHT OF WAY �, EXIST. PAVEMENT �. � o & BASE STORM DRAIN 1.. � SIDEWALK EASEMENT .... PLATED CURB PLAN VIEW ARROW ROUT NO SCALE ,� 5 PAVEMENT JOIN DETAIL NO SCALE STle��c`T Tip-,E� �Id.t�l�l T1ES SHEET 3 SHEET 4 SN,t Sl'R�T Bc�T1s�tJICaL CCMtAC*4 Sr,6CdIJG StZL Qiy NAME. NAM F�vot>:-1111 gLVD. lA6E�STeOEMtA NLN IS'QG. IS GAL p ILj_%V N A.VE. (IND16�.x�'iO►UR-IE 1� 'IT_1dNX4_ AP_ M w i Z4" 2�0 AGTIvr"C 41M. 'MLTKOiGEC" sp►Glt.>� lSvfC tv" FcOT141LL SLVD XAUS LAAX:E,L AFINCAf.1 INPDRtAAA_Ce0UMW0 IS C,,^L_. �UPOgi TREE S�TyS. N01J-ACTIN lry SUNLtfv 20'IU O.C.- ;6 O h'W ® '&mED A R_gBow �-T. STv_ -vize a QTY. � C�JTZR Z{•1dW 25� OF'TtiiE -R3U L. F9VkA-.A6E j p I ALY`�ST2.TREE-maLe T� GRAPHIC SCALE �ROWQ0V E UQjACXAt- j&a 9►.�eww" 2soG-R�x�IR.res 4 is CAL. DESCRIPTION OF REVISION DATE AP?IRONED STYRAGIPw& rtw.1b,wCE P. © ALL NEW PAVING AREAS SHALL BE BASE 200 0 2� 4oa soa CITY OF RANCHO CUCAMONGA 00 AlT T PAVED TO WITHIN 0.15" OF PROPOSED 47 FINISHED SURFACE ELEVATIONS. THEN ( IN FEET ) ' CONSTRUCT FINAL 0.15' OVERLAY 1 inch = 000 ft. OVER ENTIRE WIDTI-i of ROADWAY STREET IMPROVEMENT PLAN ►,, INDEX MAP & TYPICAL SECTIONS w PRt-PARED FOR SOL8 ENG04E-ER BASIS OF BEAFW408 PREPARED UNDER THE SUPERVISION OF: SEAL RANCHO CUCAMONGA CORPORATE PARK THE BEARING OF NORTH 89'27"50" EAST OF PARCEL MAP NO. 15295 N CATELLUS DEVELOPMENT CORPORATION SOUTHERN CALFORNIA CEOTECHNICAL THE CENTERLINE OF ARROW ROUTE AS PER © QaoFE P APPROVED BY _ DATE /l RS 80/36, RECORDS OF SAN BERNARDINO • COUNTY HAS BEEN TAKEN AS THE BASIS OF 29 ti K P � CITY ENGINEER R.C.E. 0. 24953 4000 WESTERLY PLACE, SUITE 200 1260 NORTH HANCOCK STREET, SUITE 101 BEARINGS FOR THIS MAP. H ARD PARDUE R.C.E. 42758 DATE �� �oG NEWPORT BEACH, CA 92660 ANAHEIM, CALIFORNIA 92807-1951 DESIGN y RECO J 714 777-0333 ( ) BENCH MARK NO. 42YU 2 PARIDUE, CCRNVMLL S ASSOCIA S, INC. JERRY MCKEE (949) 251-2366 S.B. CO. B.M. SPSN 01084 ELEV. 1013.469 d I DRAWN g • Etnginoor M • Survoying SHEET ��j A 1" BOLT TOP OF CURB N. SIDE "G" ST. �►' CIVI �r 151 KALMUS, DRIVE BLDG. N�, SUITE 2 2 OF 500'+/- E. OF C.L. DAY CREEK CHANNEL; COSTA MESA , CALIF. 926c ,h 1' E. END W'LY. DR. TO 5125 "G" ST., 0.9 MI. CA1.� CHECKED (714) 241-3400 241-3432 FAX DRAWING NO. W. OF ETI WANDA. 1705 sVxe_e_+ of . w � 1 11 I :... I � �:: : ..I 1.. �. .: . v I. ?:;. 1 � s;: I .:.1.11 :. . I . � �: . 1:1 BENCH MARK I I �.::.: _ E�EV. 3. 9 S B R M SPSN 01084 101 46 A 1" BOLT TOP OF CURB N. SIDE "G" ST. '.' . - OF C.L. DAY CREEK. CHANNEL; : : : NL DR TO 5125 "G. TOPS OF WILY CURB PROFILE W. oFEFTIWANDA. s 0.9 M4.T. . : I f� N 1D N 1p _j ... .... i ' a. t\ U + � + .t + ,* 1. . . � (DD 0) CrO � (rD X r r r w 4 5. ....... .... ........ ... . ...._-... _ .. ....... -....I. ... ..... .... ...................... ..........:........ ..... ............ ... ................ . ...... ..... ... ... .... ................................ ...... ..... ..... FO_ . .Q,.25 .. Q.3 ... . . .. ... .30.5.5.. { +� lil s . ................. ........... :.................... ...........:......... _........................ s......... ..... .. . .:... { ■� / O . r� / n II II II II II a O.C. O.C. O.C. OIC. �c� Q C I YJ v m Cr tV � w t¢- w ►¢- w o � r 0 °° a ' I a I Iv 't m J -1 w t7p M i- O rf7 O I ,. Y J O r �,�_ I M - .M. Co I t� w w w o O o I h c4 I w M ►� t` in °0. .. O + d cF O h I r7 O t!) X Q� °�° °�° 000 ± `° (;° A o o ►li r 'n � ^, i c�c� `n c w crn ,,� oo o m 45.45 45.45 ZZI +., m 7 m rI. } cn v� Ln c0 ,ri LO co- + co + : +z '- ��. + ri. i p � O.C. m O.C. m p � c0 + ,- + oo - . _ tr) w- + r _ r Q,ca o c0 0o to .. I o 3�`3%-- __ _ r� m 0.0% '° 2290 _CURB: TU,RN CURB .- +.- o+ o cr, m o o -0.809� 0.009� ------ 0.279� m m oo >�.291y - -� : 0. EX. _ 0.24�' 0.549� - - - -R�l RJR _ N o r rnr + r- r d ` 0.849; - c0 n : : Ci rn � . .-- . `n w. o I 029; �n Ir J J _ 11 J J J J - '- G ¢ ¢ J Q -O. 87T N l� L� 0 .. X. .....,. ............. I-.... X I........... I _ ...... . .................... ... .................I...... ...... ... .. ... ............... ..... ... ............... .. :... rtrt6J X . ,� ... e. 116£) : �� 0 o rn o 0 0 . CEIWTERL.INE PROFILE Z . - - W . . = W : :;_ � . U : _� ____ 0 � i >_u �, �__--_ w . - Qz N �. . ¢z ____-_ CoOp O - O �} �. 4 �. � N W O O 00 --- r^ Cfl (D CD co -_ + Oz + OZ N _ _ _�-_-`---�. N c0 - - ......... ..... .. ..... ...... ., . . ........... ................ __,......... ............. . ....... ......,...... ..............,,. .. .-. .......... ....... _ rt 0 :... .o... �,, s °° Q �, . m w : . . . It :_ . o . . . . . _ .. t : . 3. 1. .. ,... m.. ',... .... :. :... �. ,d.. �. .. ................. .. ............ .. . . .. . .. ..... .............. .,...... ................,.................... .......................................... _... ........................ .............. .... ......................... ............. ......,........................................................ ................ .....,..................................................,................ ,.....................I............ .. ...,............................ ........ .......................................................................................................................................................................... .. „....................,...........:............ ......................................... ......................................................I................. ....................................................._ ........................... ... ................ .. .... I ........:............;.................................................... ..............„ . ......:............:.. ...:..........;............:............:.....................:....... .. ....... ..................:...........;................................................:.......................:..................... 80 81 82 83'k 84 85 8687 88 89 so 91 92 o PROFILE SCALES MILLIKEN AVE. Q � SEE SEPARATE PLANS H ORI Z: 1 = 40 tL � VERT: 1 " = 4' _/ I + �r-�re�Cr J o T`;P I w I I 5 �r�re� J - w w , .. r �-� ¢ ; 3 TyP. � 5 I I ` Mr „9 I I `tYP 3 Z rn � Cl //�� O- J a _ J m V c u m u oo I _. ti a ►- I o w w� o rn W }" Lls] � � ►- o I 9 o a cn I: � €: Ln o I Y 17 �L t3-o[ m I` w w a y: , w + LO w u +ti v ¢ �-u� I_ v J r a w u m Q iv � x ) + v� + _ pp /� J I, Z oO�n In a w F_ Yn r- '' r., tL r` o m ¢ ¢ rn °' �d z ¢ 5 Iv ll 4 V 0 4 tL v m ►� ,n a cn w �' t" N .* 'n I a a : : w ,a I m p cn cn o I O 3 m '' / Qr Q- w w N- �9 1-- lf7 w cn r- �- Ln Ln � 1p �� _ © in w a Yti OIL U U- O p D + I ?. _ I y� to j_ O 0 W�0-v CO I w m If) O cpo `n O U-i _ Uri Ln x c0 I I � �Y ` 'a` of O - ¢ U) � N " N TI t1' nl 1 Y\( O 2 + In in op �' �`'�- tp Fr �- U U U O +I r' -t c� N _ 3 M E to p CO o . to ,,� U-i - + _ a m - o o r� p a v- c<l + ¢ �r4 �9 m o I` , ¢ o + o + o x , m - - - - - - - - - - - c�1 m rn r� z� + V `h o N z 1 in w a�0 -h N "I o c0 Z Co (o `n co 00 \ r o oro L0 (n .. \,. - - - - __ - - - - _ - - - - - - - - 00.6Q- 3 -f=¢8 gJ' a - 61 + � � t h + c�� O � f � m � i W` �� �9� �., 0 5 o N - 3- - - - - -� - - - +' 5'g c� �� '6 , \� - �. .,; • • ,.. 's ' /_ - o w CO ^0 w - - _ - - -� • x - - - - - - - - � � '� - -- - - - - - - - r LL s t t� C.- .'�' s. W p .. r -r R i Xl T. Pf1f6 :; _ . • s P P • B 1� PI. P �-r- y` C r • EXISTIN P r _ _ . . -. .. ,., ,,, ._ .... ..... w . _ . 5 _ r ��: 1 t2 �� � .. F _.- 1 . b _ �, _� _ - �.:�� - _=x i IN CONNECT EXISTING E o .i- �_. L . x... .... ' r:. s �2' P * _ s O 0 , :L:: a. . ,.. GRIND . C H 1 , 11 - 1( P R �V1 P P P ' 4:r T - SEE SEPARATE PUNS rn I >E G 0P Y1 CR cn 1 V 2 o c>� 1 r� ,,, a �n m . 11 { CONDIJI 3 - Co0 f0 5 3 I 0 ''' N � , �-- .* EX. CURB a, r f. EXIST 84 S.D. gO 91 92 .. L. 81 82 83 __._._ ..... _.. - ��.._ -: _ _ - -- w 8O . _...._ - r _ ,_ 1 �.. �;M_. -_W w 8 89 .. _ _ .- - - - 1 - - 24" PROP. STORM DRAIN EXIST 42" S.D. ( ) -- - ui � g I (SEE PLAN & PROFILE ON SHT. 7) NEW DWG 1513-D -•""r� 0 �EX. CURB - ------- E WATER -- - - - � W N � �.I EXIST. WATER ���~�� .9 �!* k ��;�+. „9. CONDUIT �qv o -- ------ ----- -- --- '� to `'' 16" WATIR - -- a +---- -- - - - --------- _ - F, -- - - - _ � o ------------- - IT T � -- - - - - - - _ - n (3 = - ---- �, co ,,, I 87+62 58 ARROW RTE �, - _ ,�.. - � :v + -------------- ---� 4 _ CV ---- ---------------- ------------------- -- _ -----.� -r T ---�- � r �' --�,-�`_ _ --------------------------- --------------- � 20+00.00 MILLIKEN AVE � ----- - ------------------ Y,..� 3 II ; r ....... 'i ❑ �� . ------ ....... : -----I ( -_ - 1 J x -. . I -- -._....__...._. .._._. ID � t EXISTING IMPROVMENTS J I UJI - I I * Z< PER DWG. NO. 1588 F_: I N N I N3. N X x w© X MILLIKEN AVE, w w W w I w I .r. AL...... i i � w Q u """"""'r el .:.� .. .... RoW ZoDZ:::: -a/�30 GRAPHIC SCALD; . b ,3,�a Tr_ 0- PRG OV QT.7UQ•*J CsTA %3t32.5Y7 1-cYY� � t7D RT.TURtV LAtJI� SIDEWALI<S ST.T-REE5 �RELATED PER �R 00-28�LiL�. /-4-0 '° 20 '° °° '°° PAVING LEGEND - StL�,� LY_S Diz4VF_ .J 'Ys trSTR_I_2��ePe9_ piZ 00-ze lL`C-a s -r_W°' � IIIIIIIIIIIIIIIIIIIIIIIIII!IF PAVEMENT GRIND & OVER CIT` NEW PAVEMENT PER DETAIL ON SHEET 2 DESCRIPTION OF REVISION DATE APPR� iED * ( trt FEET G N o - �%` i inch 40 ft. PAVEMENT REMOVAL PAVEMENT,OVERLAYD '°'`- CITY OF RANCHO CUC AMONGA Ess �:�= ;�`�; BUS BAY / RIGHT TURN LANE z �It, tL p I STREEY IMPROVEMENT PLANS C CO NSTRUC T10 N NOTES EXISTING FEATURES LEGEND �v,� °G�,6 ARROW ROUTE PROTECT IN PLACE NO. 42756 2 1�----CONST. A2-8 CURB AND GUTTER PER CITY STD. 104 11 RAISE MANHOLE TO GRADE PER C.C.W.D. STD. No. 18 CR COORDINATE RELOCATION WITH AFFECTED AGENCY �• 0"'�a RANCHO CUCAMONGA CORPORATE PARK CONST. 7" AC OVER 8" C.A.B. ** 1�--RAISE STORM DRAIN MANHOLE TO GRADE 6 20»4t'o'3 Sq. 57 30. Cc 15.50, civo. �r PARCEL MAP No. 15295 �- RELOCATE max. 5T• I-I. PL'R ctry sTDS•� ® � �' CAO APPROVED BY DATE /� O' e Sa--JOIN EXISTING CURB & GUTTER FOR CURB ONLY 15 GRIND & OVERLAY EXISTING PAVING (0.15' MINIMUM) PER DETAIL SHT. 2 CUFtNfE TABLE ® cl� 6a--CONST. CURVILINEAR SIDEWALK PER CITY STD. 114 16 GRIND 0.15 MIN AND OVERLAY EXISTING PAVING CITY ENGINEERV R.C.E. N . 24953 �SAWCUT & REMOVE EXISTING CURB AND GUTTER DELTA RADIUS LENGTH TANGENT PREPARED UNDER THE SUPERVISION OF DESIGN ,:: .> RE D CONS-. COMMERCIAL DWY• APPROACH CTYPt= C) PER CONST. BUSBAY PER CITY STD. 119 A 12'40'49" 273.33' 60.49' 30.37' �ft _ PARDUE CORN> LL S ASSOCIA**S. INC. 1 LtrY g-p, 1p! MODIr=1�-17 PER DETAtL ON SHi. ZS, INSTALL STREET LIGHT 9500 LUMEN HPSV BY ;'.C.E. & PAID B 12'40'49" 136.67' 30.25' 15.19' 1�C -SAWCUT & REMOVE EXISTING A.C. PAVEMENT FOR AND COORDINATED BY DEVELOPER C 18-55'29" 92.50' 30.55' 15.42' DRAWN �nnin�i * � • $mreY� �` SHEET X IC t�-CONST. LOCAL DEPRESSION PER CITY STD. 307 CASE 'S . ,. 151 KALMUS DRIVE BLDG. M, SUITE 2 3 OF ** _ REMOVE EXISTING CONCRETE MEANDERING SIDEWALK D 18:55�29� 92.50 30.55� 15.42� I� PAVING AREAS SHALL BE PAVED TO WITHIN 0.15 OF PROPOSED �- COSTA MESA CAL 9226 FINISHED SURFACE ELEVATION, THEN CONSTRUCT 0.15' FINAL E 13 56 11 186.84 45.45 22.84 DRAWING NO. -INsT,j.,s�,,��PE2TZ-BLOOI I!&44T 2 H ARD PARDUE R.C.E. 42758 DATE CHECKED (714) 241- 241-34;'' � X ' ' OVERLAY OVER ENTIRE WIDTH OF ROADWAY 7 COI�5r. C0NC• R*r.TURrI LANE PLR CITY STC> 119 & F 13.56 11 186.84 45.45 22.84 1705 _111111111111111111111111111111 (_o3� cc+ ,5hee+ 10 0 P !'-ram •gym-,.�.:•..�.--i�i,^.-.<^�� . :-�+++e,r�c �.e��r-- ter--- a�s��--'-s-r�--a�.�_-* �+�w��- _.. .- - BENCH MARK I } S.B. CO. B.M. SPSN 01084 ELEV. 1013.469 F I A 1" BOLT TOP OF CURB N. SIDE "G" ST. 500'+/- E OF C.L. DAY CREEK CHANNEL; f 1' E. END W'LY. DR. TO 6125 "G" ST., 0.9 MI. : ! W. OF ETIWANDA. i � f I f E i i ..... ..... .._.. ... ... .. ... __ ... .. . . ............. ... ... . ......... . . ...._ 1 ........ .. ......... ..»-_.- ..... ........................ .. .. ..-.... .. .......... ......... .. ..... ...........................»....... .. ........ .... .......»........ ... ......... .. .... ... .... . .... ............ ......... .. ............ ................. ._. ..... ... .......... ........ ............ ... ...... ...... .......... .........,... .......................... ................... ...... 150.00 VC ... £ ... i r i GB STA = 93+50 ; GB ELEV = 1159.26 I I ' :....... ...... ......... .. i. .... f t� °D TOPS OF N'LY CURB. PROFILE. ... .. ........ . . U o o TOP OF N'LY CUR13 PROFILE w rn `n cD a, cD r,� o ` m ; 0 0 0 o w C� ,.� c� r o + o �n o u(i I co 0 � o co + Ln torn �+N �, in �U M rn � rn� rn� + X 00 (14 + w w z .. # i m to N 0 3 N M -0 487; . f 0 }} ---ytn 0 (0.41%) -0 f F- ( ( „ WI L .- � --- - ---- 0 07 (0 3 I W I I . ... .... _ f : . w,.. _... �. CENTERLINE PROFILE V) E VI i 3 i f i .,..., .... ........ ... .. .. .. .. .... ................ ..... ............ ... ............................. ......... .... ..... ................. ...... ...... ....... ............... .... .. ............. ................ .. ..... ............................................... .....................n.... .........-..................,........ ................................... .......... ..................n...........,...........n..........,,..... ......... ` .. .................................n...........a.... n.................... .... .........,... .... .....................n.............. .... ....... .. .. .. ., ..... ................... . ..... b..... .._ _.. .f.. .... ii ... R.. } .b. .. ........ ..._ .... .... ............ ............ ........... ...... ......... . .............. .n.... .. . ..... .... ............................................. ..._. d ... ........ _ ... ... .. .. ..... . ...__ ... ............ .. .... ... ........... ...... ._ -_. ... ... .._................ ......... ......... ... .. .. ..... ...... ... .. .... O U-) — — f — CO '------ , .... . ..... ---------+— -------— --_--- -- -^—�_- I -------�__ 06 _. ... . In I ! � I ... ...... . PROFILE SCALES _ . ., � f H 0f21 Z: 1 � 40, I f� ° V R T• 1 4. I f • I �.. .............. .... ........ .._........ .........,..... ........ .. ..................... ................... .................i. .. ....... ........ .. ............ ....... .. .... .. . .... .. ................................................ ................................... ..... . .. ....... .............. ................................................................................. .. ................. . . .. ......... ........... ................................ ...!.............................................................................................................................. ......................................................................... . .. .......................... ........ ................................................................. .. ........._........... .............................................................................. ..... .... _!._ ... .................................................. ... ................... ._ ......L_. ...... . .. 93 94 95 98 97 98 99 100 101+00 102+00 103♦00 104+00 105+00 Y I` T LLI O J -.� 17 a—►� J ® m 17 (� ®�vP Z rn �� N �W o v W fn d d J Q � 6� J f-. w w N o f-- o w tn ~ ........ ....................... -. ...... _........ .... .... ._ J ... y y ....._............ J U R - Q F- O µ ;. ... z rn T Y P f __....... .... _ 9 .7►............ ...... g J ....._.. 0 li'f........................ x. o I- 40 �, Y _............ . ........ � , wN .,... _ _._ ..... ....................................._ ......_ _........................ ....1b. ... w + + Cr cv `n + '^ � 6� u' �- + + w� ,r� D N c�' �n wa a m� �Wa - w� rn N N 0 }• l!1 Ln w Ln z ca rn G rn Jl J1 x Z _ .. .. • ' --�-- ------------ ------- --------- ---•�-------�• ————————— ———————� /�I ,•� 1 .Z�• E 49 _ 1 1 O p p Ip 2' 10 3 0 1-1/2- INTERCONNECT 3 uc 3 1-t,t INTERCONNECT V 1 CR' p ® o® ?(3'x77 RC=: P CON - SEA SEPARATE PUNS 10 ,(� 1O<3 104 3 1 - SEE SEPARATE PUNS x' RC8 100 ____ 101 102- 84' RCP 94 95 EXIST 84" S.D.-'� sz s8 99 --- Ak © c 93 9fi _ P w N .r I` Q 16 NA(:iR2 ------ - - - ----- - -------- - --- - - -- --- - — ------ � - _ _ - a� > LIJ W :> - - _-M�*-- - - --—----------------- r----------- ------- --- -1---------- ------ f--------'�� T --------------------- ----------;.ynr.--.-----�?'��----.---- -�- ♦ ------Wwy--- --------------------------------- ;��f�t J 1 1 i J I i V) I��o � i--- t V) N 1 I vc++ t?S t ® W X LJ W W I I I I : t 1 � GRAPHIC SCALE 40 0 zU 40 80 »o TY r €< 1 inch 40 ft. IN FEET DESCRIPTION OF REVISION DATE APPROVED '` CITY OF RANCHO CO 'CAMONGA x ® - °K �°'r+� STREET IMPROVEMENT PLANS PAVING LEGEND ARROW ROIJTE CONSTRl�CT10N NOTES _ c� m W. �'�° � RANCHO CUCAMONGA CORPORATE PARK NEW PAVEMENT PAVEMENT GRIND & OVERLAY �• } .� 1J CONST. A2-8 CURB AND GUTTER PER CITY STD. 104 15 GRIND & OVERLAY EXISTING PAVING (0.15' MINIMUM) PER DETAIL SHT. 2 •�► �r PARCEL MAP NO. 15295 ©@f �w-r �P R p m C�,� � �� PAVEMENT REMOVAL '�j� CIVIL 3 CONST. 7" AC OVER 8 C.A.B. CALF�-- APPROVED BY � � � pA� �' OD 5D---JOIN EXISTING CURB & GUTTER OR CURB ONLY CITY ENGINEER R.C.E. 0. 24953 EXISTING FEATURES LEGEND 6a—CONST. CURVILINEAR SIDEWALK PER CITY STD. 114 O—INSTALL STREET LIGHT 9500 LUMEN HPSV BY S.C.E. & PAID PREPARED UNDER THE 3UPERVI810N OFF DESIGN w RECOM QOS ---cnNST. C.OtIr1E"��- DLJY APPeX"I-L"Type 'C' f'L-eGctY STD•101 FOR AND COORDINATED BY DEVELOPER PAM04M. CORN WELL S ASSOCIATES, INC. � MDDiF1E� Pew C+�r�.l�•- dIJ S4•iT 2 P�PROTECT IN PLACE DRAWN ���� • ��� • S1xv�Y� 's:: SHEET I ®�-- I IJS'1aLL Sf a�.TES fT1L81�01.f SNT 2 CR COORDINATE RELOCATION WITH AFFECTED AGENCY 151 KALMUS► DRIVE BLDG. M, SUITE �Q 1D—SAWCUT & REMOVE EXISTING A.C. PAVEMENT COSTA MESA, CALIF'. 92626 4 OF YWARD PARDUE R.C.E. 42758 DATE CHECKED (714) 241-3 +D0,, 241-3432 FAXDRAWING NO. 1705 5vivee.+ 11 or i o 0E o 00 , _ ---- -- d 00 -No - ' `- _--_,- ------ - O NE o p, oO 00 O p O a • + O + I -�O- e+ O oD p NO 00 O O O - + o lie OC1404 � ECD 210 to --- ---^-- T C14 C O-__----------- N ------ -- -- ---� - - --- ..`� - ------- ---- ------ ----- ---- ------ --- -- ------ ------ - ^----- -------------- ------ --^-- - - --------- ---� 2 .0o BENCH MARK NY MEDIAN cp-z OC w CURB PRaFILLe EXIST. N'LY MEDIAN S.B. CO. B.M. SPSN 01084 LEV. 1013.469 308.91m 0 0 �, ^'' CURB PROFILE C ) z o �' A 1" BOLT TOP OF CURB N SIDE "G" ST. 001 po Z EXISTINQ �' GRADE at CL 500'+/- E. OF C.L. DAY CREEK CHANNEL; W E. END WILY. DR. TO 5125 G�� ST., 0.9 MI. Z F- Q, rn o rn'� W. 07 ETIWANDA: - W 0°0 N 00' o 0^0 J W LO S'LY MEDIAN + �' I o ai 2 = co 00 0.06%1210 -1979 - - CURB PROFILE �, _ _ }. _ 1210 ----- (-0.36%) (-0.30y) (-0.33� ----------- ------------------- - ---- ----- Q ----- W ( -------------------------------- 0 (-0.28%) U' Ow ------ --- ----- ^ ^ o E - o �, 2500 �62m PROPOSED TOP OF SLY CURB o °' Z °' ► OC w + oQi o oai N CO N'� p N tp ^� o o �o tD Z op . -� I E oo E p cp . E h+ O -- Q, N o+o ON , w ao uo mop coo to ^ Nto ^ E �o 00 a ^ co EXIST. S'LY MEDIAN + o + w J o 0 CURB PROFILE Nano N o oN N I o .- O M O m �. O Co 00 tT [ _ _. _ _._... .. 1210 - � �, � + o .�.._ _- _�_�_. a .__�.... _ .� , o �,� _ p �,_ _ -- . o . _ _ � + � - .. 121a-_ ___ ..- . ,. o . cD O ON co N O I O M + ^ N LQ N cD N O>A/4 O U + ^ r,� p O cD rn �4 -0.35� 0.00� + c°o _ o © N o cn N 0.20% o4 -� -� -0.331 -0.551 -0.34% (D N 0.13% N 1.08°1 co 0.471 _ - o.a5r m -. N a 0.33% ®'FL � � Cr E m � � m � � ® FL C) � � J 00 w I �S w ap o_ c� E -� I ar 0.47 m op 55.2S OC m `` v m °g °' a " w " olo .�"�. E o o 00 N + o L6 o aM" �; © m `n o N N r; cv PROFILE SCALES r v� N n co �0 o O ^ + O + --.�.. .- .- + cv a + oc°o cri r� 'r' ^ + o '`� N HORIZ: 1 ' = 40' 00 30.55 30.55' rn N o o �, o w + o cn N to MaWL PM AT RT TURN LAN ,n 30.25' 60.49 co cv + o N 150.00 VE R T: 1 0 C. 0.C. N 4 (9.Jim)I (9 (9.22m) 18.44m 29.73' 30.49' (45.72m) 54+00 55+00 56+00 57+00 58+00 43 0 60+00 ( ) 61+00 62+00 63+00 64+00 65+00 68+�0 _ 1200 _ _ . .. . FLOWLIP�E AT BUS BAY (9.35m) (9..35m) MILLIKEN AVE. Q_ �, I �� v o (,o + ID❑ m . + ' � j - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ca V [ '.� O �+ L? _ - - '- r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � w w \ 2 w CD I/ \ ID _ N89'53'58"E `f- m w � o eH OMH -- N88 4'Gg"W -- -- -- -- o -- o 00 ' STA. 57+15.49 FOOTHILL BLVD.= m - - - - - - /� j m V O 0 L 4, STA. 47+14.67 MILLIKEN AVE. _ . __ _ _ _ 52+ 0.19 53 O� Ln + } - - e} eF tv O _ ,CSC' u-) to to O vim, tr) � + Ln O��F`' SEE LOCAL DEPR. DETAIL + " EXIST. MEDIAN CURB 0 N = � 00 co 0000 �p00• 1`� F C� #2 - SHEET 7 `° _ -N88'37 57 W-t� `- _ 0 LO 57� O� - ._ �--....._.__ ......................._.........- .....- - 8 �`L 59 o a 60 _ 61 6 �3... _..............._........E*............................ \ _._ 66 F - - -. - - P I- \ + - - - - 5_a`0_ ---f- EXISTING IMPROVEMENTS PER DWG. No. 1293 5 - - - - - _.. _g •�,--.._-_,.- o)MH � 10 3 15 E f _-...__......._ - - - ? - - -- _ _ - _ - - _ ET , - - - - - - - -N88'44'00"E �nc�v3 ~� o-•o f '�o�� ACTIVITY b E EXISTING EP 5 o ooh of��?�� 0o E 5 0>u,� O 5 0 9 l SEE SHEETS icy o; 3 O O 9 l - w �'s' _ 3 1t o, cD O o R .. 1 ao /� O O ��o O,c 6� 11 NN � �- 3 4 10 3 0`^0 S CENTER CONC.VTR o ro O ►� 'c 1207.86 TC 4 ,`r'� B��' 6` ' S + .- + 1207.19 8 To to. � co l �; �� �- Cl o� c F O _ EXISTING R E S G CURB - 2.00' - L-40.85' e" -- �N89* - 6' - - - - - - - - - F- _ _ _ 1 _ _ _ - 3 2 � 1 4m 3 4 8 _ s� _ - J (80.18m) in 1 (�04.» - - - - _ - s,71m) _ Z�.3.4¢ ( .mow) d8 t"(t�- ) - - - - - - - - - r - - - }s - - t - - - - - o 1 I Q "') �d - - - - 4 ��1 ~-�-` U F-�-` �--. ~� C� m �5�+) Wes-. V ►-�.� U W� .34m �'� �n �� '` -. U m r7 Q> o m V N o- c� a c� w v E o- w w f- c� �- M + + - - + - �.fl O \ �''1 / m o_ v�.r w N �- m N w N w m cC? ^ a N cv N r- ACTIVITY Ln '•' m U N R � �, N Z� N \ �D 3 bird' 9• W li lL ^ li < li LL 'l LL Y Z O INN er Tr. �t �. o �t LA_ � caw _3 CENTER CONC. � 6 oo - N 4 o co co in 3 �J A/ O O - O - O �p M p N 0_�` O E f- O O O"�' O O p" • Q w SEE SHEETS c�k� rn ao t V /i7 .. h F . p v, Y Z p _ �- - - + oo a o o + n w / ^� O� ^ ^ O � 0 0� rn \n Od � _ � J N � cVO - �F , F - TO - cv \ d N N �'i rri v =O r- E O cp i Q w + N C5 00 AV O w w c0 3 z C 4 O 1 - 0 4 o / E N + O^ } O'o N + O u� 3 + O cV a ca o� O + I + O..A + + M a p O N + 1 ca ct + W 00 vi�d II 00 O^ II rn LO o; rn to°' O ad O p w w I co `n`C 1 O►� N � (�W r� � m 0000 Z Ln � � Ln cD`._j Ln ca Ln cD� _ cD iD u cD O O Q co �� iD c0 cD cD� i r- r- r- cn w 1 i- / r- r /l r- -i r \ I 1� � r L / r / � � r Jar\T�C�1 1 J�r�J-�.. r I I I _5ftft A CTtV ITy GEIyTE*-15kesT 9 F�t�- PL_jLcm �-eQr_ RAII -)> MILLIKEN AVE. ' SEE SEPARATE PLANS �' T 1 L Lm C> U Lm IE Nr I dL1 M mE�r T2rES Fee_ CUP 95 ift E> A. -04 ; - CITY DESCRIPTION OF REVISION DATE APPROVED ' "�I►. PAVING LEGEND EXISTING FtATURES LEGEND w NEW PAVEMENT PAVEMENT GRIND PD-PROTECT IN PLACE CURVE TABLE CITY OF RANCHO CP_._'CAMONGA and OVERLAY t REMOVE EXISTING STRUCTURE DELTA RADIUS LENGTH TANGENT QapFE38l STREET IMPROVEMENT' PLANS PAVEMENT REMOVAL " � A 90'24 44 35.00 10.67m 55.23 16.83m 35.25 10.74m �O 1 !L P,� Z B 18'55'29" 92.50� 28.19m 30.55� 9.31m 15.42� 4.70m � 04�� FOOTHILL BOULEVARD C 18'55 29-" 92.50 28.19m 30.55 9.31m 15.42 (4.70m °q NO. 42768 = RANCHO CUCAMONGA D 12'40'49" 136.67' 41.66m 30.25' 9.22m 15.19'(4.63m) �. CONSTRICTION NOTES E 12'40'49" 273.33' 83.31 60.49' 18.44m 30.37' 9.26m CORPORATE CENTER F 20'08'43" 84.57' 25.78m 29.73' 9.06m 15.02' 4.58m •�►�� �r �- CONST. 7"(177.80mm) AC OVER 8"(203.20mm) C.A.B. 5-GRIND & OVERLAY EXISTING PAVING (0.15' [45.72mm] MINIMUM) PER DETAIL SHT. 2 G 20'39'29" 84.57' 25.78m 30.49' 9.29m 15.41' 4.70m 4�CONST. TYPE 'A2-8' 8"(203.20mm) CURB AND 24"(609.60mm) O' CA1.� APPROVED BY PATE ll 4G GUTTER PER CALTRANS STD. A97 11�--SAWCUT & REMOVE EXISTING CURB AND GUTTER CITY ENGINEERCG�r R.C.E. N0. 24953 5Q-JOIN EXISTING CURB & GUTTER OR CURB ONLY �CONST. BUS BAY PER CITY STD. 119 6�CONST. CURVILINEAR SIDEWALK PER CITY STD. 114 13�-CONST. WHEEL CHAIR RAMP PER CAL TRANS STD. RNSP A88 CASE 'E' GRAPHIC SCALE PREPARED UNDER THE SUPERVISION OF: DESIGN RECOM ND -CONST. Al-8 CURB ONLY PER CAL TRANS STD. A87 PA#WUr=. CORNiftLL & ASSOCIA' 4s' INC. �CONST. COMMERCIAL DWY. APPROACH (TYPE C) PER � CONST. MEDIAN FLARE PER CITY STD. 109 (L=25' or 7.62m) 'O 20 '0 s0 1°0 PlMritk� E CITY STD. 101 AND MODIFIED PER DETAIL ON SHT. 2 --CONST. LOCAL DEPRESSION PER CITY STD. 307 CASE 'E' DRAWN Surv��1'Trn� SHEET �� SAWCUT & REMOVE EXISTING A.C. PAVEMENT --CONST. CONCRETE RIGHT HAND TURN LANE PER CITY STD. 119 151 KALMUS DRIVE BLDG. M, SUITE 2 5 OF )� 11 RAISE MANHOLE TO GRADE PER C.C.W.D. STD. No. 18 INSTALL STREET LIGHT 16,000 LUMEN HPSV BY S.C.E. & PAID ( IN FEET ) COSTA MESA, CALIF. 92626 RAISE EXISTING VALVE CAN TO GRADE PER C.C.W.D. STD. No. 4 1 FOR AND COORDINATED BY DEVELOPER 1 inch 40 ft. H ARD PARDUE R.C.E. 42758 DATE CHECKED (i 14) 241-3400 241-3432 FAX DRAWING NO. IwST STA.T ee PEel-rAz e SHT.Z 1705 f ro jec.+ Sloe e+ I a or- ! BENCH MARK ... • S.B. CU. B.M. -�DSN 01084 ELEV. 1013.469 �308.91m) i A 1" BOL TOP OF CURB N. SIDE "G" ST. I 50 '+ - E. OF C.L. DAY CREEK CHANNEL; ` 0 / _ 1' E. END W'L Y. DR. TIC5125 ..G.. ST., 0,9 MJ. - - . ----- I , It W. OF ETI vVA N�DA F1.EXISTING CRADE at CL 0 0o o O o + + o Cz O � � cp o O O 0 0 + O O+ o+ p 04 � oNN O N h O0 i O c O h _- -------------- + O N I� NO 06 + O v + o - . . __-�__ TT - _ --_- ---- O 00 11) 04 Oad n °00 p N ---_ ------cQ -- - - ... ... .. .. - ---------------- -- l ------------------- ------ -----___- # rt1 eo•o PwR 2 9 �, N'Ly ME_IJIAN ' 25.00' N'LY MEDIAN '2 Cu928 Fv-oF I LF­ l CURB PROFILE r N w r ° 1 N z LO r. W 00 00 rW 0. © / N �00 C14 _ = 7 + 0.08% 0.08% PVI STA 2 45 ( ) 3 2m ....... _ ....... .... ..... _ _.. .. _ ........ ........ ... .. _ .. . ._. .... _. .. . _ _ PVl E Y 1 0.71 ...... . . . .. _.... . _ _ . ... ._ . .. .... _ 7 Q W 1210 1210� � LE ! 1 � �... ��1(�.. W ; 40.00' VC 1 W (12.19m) 1210 _ O ao (0.08%) E . i w � o Z o t PRO�OSED TOP . CC + OF S'LY CURB 00 Ln M oN U7 c0 cD o► KIIIIIIIIIIIIIIIIIIIIIIIIIIIIII) X In + O + O ao o� Lu w; e- N -., N .- 'p rp 43 +' oo d rh N h N ��- O m � a; v , z + O + N. o ^ Qd O o EXIST. S'L_Y MEDIAN R h > v . r, o o + o°', o O O r\ �5 N Ln N + 0) O rn � 6 � CURB PROFILE ?� N m m N ,� + o CIO o o ►� 0 o - - 0.6 8% N o + op Nt 00 _ .R _ _ _0.40% 00 h T �,, . __ + 0 1210. N o.20% f � -� � . 0.20% o 0 0 N o0 -� O -• m E A/4 A/4 A/4 A/4 /4 /4 /4 /4 -. U F -------- - v � Of v o 0 o kn ao E E -. -� -. E E E E � N O � p a' � V � (p a ad w ao + `} o cp w A A 'Ej vEi h h ao . ... .. + V CL tT W �; i U ap V 00 o Cd o oo a� + co In U aho aho ad � ad I � r � co Q, � '!1 c� h ca h co Co �- . . o rn rn h �, 00 v J O c6 '`' ar a0 o sr v v N r� r� N r� r.7 :. vi a0 � N � o � � CD N 1; oo 0 o O o O o o cV Cy)lO � � �9 � �9 � � 30.67 30.67 NN N N N € N N N N ' + .F 0 Q '^ no 0 54.98'O.C. n IN r O.C. 35) (��5) 54.98 0.C. (16.76m) (16.76m) .._ f 3 .(�7 3 0.Co7' i 66+00 67+00 68+10 69+00 70+00 71+00 72+00 .. 73+0m C ism 74+00 7b+00 76+00 77+00 78+00 MAYTEN ST. PROFILE SCALES HORIZ: 1 " = 40' i 1�\ VERT: 1 " = 4' FUTURE STORM DRAIN L m PER DRAWING NO. 1555 ° - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - ---s - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - -- - - - - - - - - - s - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - . ....................._.__.�.... LL ,G EXI T. BARRICADE \ N89'53'58"E ° _ ° EXIST. SIDEWALK l - ° MH V CPH -00 /71k �, ZY co ^ i Ill + + {O 3 } rn 00 rn + o + Z �? 3 N (�` �l O w O N89'53'58"E _ jr V Q 66 - - -�� - - - -a�8 - - -a- ° �0 o I1 7� - 73 r - - _ -.......-. -. .....- -- -�...........- T - _ --� - _ --_9 \ _- _...... .............. _. f 0 SIGNAL�X C R 1 O 3 1 - - - - - - - - - - - - , 6rA, t 0 o f z EXISTING EP o - o+ _ 5 o,� 5 R 0 � R co 3 R R i�r 0 0 L0 3 0 n 0 10 � � ^ R �� poi R NNE 4 ��okF` 1�L 1 t ,r'O A /0 13 ly 4 rri .��.. W.= 310.8'� t}R O r. R R P 5 Ln 1 0 �c`' r� �o ti 1 _ -/411"1� - - L - -1_7 _ _ _ _ _ _ _ - - -o�- ~ 23.0 M77�- - - - - - - - - - 1-1 2 INTEKNNECT '� 262.87 7) O o co 0 N� N ( ) �-� U -� cw - w� - - - g7- - 14 CONO IIT - SEE 9 4TS 20 to 22 0 Exq C T' I, ,, V 6 o F Ln ( ) 0 1_ cv o- oo "� a ,� � a h 6 m c�Q -H V LOCATION TO BC iu lF w + ry rrp + o`� w + CR c: �-3 o v, o * - N DETERMrnIeD a j ' 1_ Ln Q I- Sri 1 Lo + r� Xo cn + w <w�' m N o£ v �'�E w N►- 0 �` w + w + � � a ap t�i m co ro h N THc F 1C LD• '� p c0 It a amp J dl E- J h d '�1 g �- Y Z U �n O h Y V) 0 0 < r� _ _ J IT V O LL h z tl SEE PLATED CURB DETAIL Q wcn Q rn o to w CAN SHEET 2 z 3 i 0 0 o I°O °�°°° o - E 32.00' 32.00' ,� E o o p F h 3 ry F ap Q 1_ 2 Q + h W. x , tr ' oo c0 0 + Ok F w r 4 0 d + a o 0 i o TYP �o + 11 I h � o + 0 0 o �, ��_ o =Q7 3 v O ca Z i -tea r - --- � + 11 c0 c0 c0 Y ^ _ t` J 2 3 TY P. �L -i Z O N I 1 in v) �� c0 '' 11 � � J r\ I m h i P. r 'n 1'0 in yr iJ p: X O + ao 9 ® V E J N f Q f � GRAPHIC SCALE Uo Zoo - 000t�c� ! c �� ®A D TURNPOCKIET ADD 1 REtS MOVE 3T. LTS. PF_R PM /5(650 f� D)40 � t l�l�1G'C1-IlEtQ l.E F�'(V21J txYXEf- 1Od .4C D ST2_.TE EM PEr2_ c UP 99-04 ( IN FEET ) CITY DESCRIPTION OF REVISION DATE APPROVED 1 inch = 40 ft �� x PAVING LEGEND EXISTING FEATURES LEGEND CITY OF RANCHO CUCAMONGA NEW PAVEMENT and OVERLA RIND a-PROTECT IN PLACE oP� t,, p STREET IMPROVER"". VT PLANS R REMOVE EXISTING STRUCTURE Z � � FOOTHILL BOULEVARD PAVEMENT REMOVAL r CR COORDINATE RELOCATION WITH AFFECTED AGENCY CONSTFR`lCTlON NOTES N0' � RANCHO CUCAMONGA 37 C.ON5r CONC, RT. NAND TURN I�ANez Pt=R crry sr�. ,�9 CORPORATE CENTER �CONST. CROSS GUTTER PER CITY STD. 106-A •��I CIVI%. �' •� I NST ME )L&N TAFIE71 - PER GtTY STr> to8 %L=go') 15 GRIND & OVERLAY EXISTING PAVING (0.15' [45.72mm] MINIMUM) PER DETAIL SHT. 2 \� CAL APPROVED BY DATE p 3�-CONST. 7 (177.80mm) AC OVER 8 (203.20mm) C.A.B. �SAWCUT & REMOVE EXIST. CURB AND GUTTER CUR 1E TABLE CITY ENGINEER � 4 R.C.E. �'O. 24953 4 C4rCONST. TYPE 'A2-8' CURB AND GUTTER CONS-. WHEEL CHAIR RAMP PER CAL TRANS STD. RNSP A88 CASE 'E' DELTA RADIUS LENGTH TANGENT PER CALTRANS STD. A97 0-CONST. TYPE 'A1-8' CURB ONLY PER CAL TRANS STD. A87 PREPARED UNDER THE SUPERVISION OP. DESIGN REC 5 JOIN EXISTING CURB 3 CONST. MEDIAN FLARE PER CITY STD. 109 (L=25' or 7.62m) A 20'46'39" 84.57' 25.78m 30.67' 9.35m 15.50' 4.72m , d., . �- Cam- " PAI�C1fUE, oRNwt�LL a� AssocIA'�"�s, nrc. '0'0"w a-CONST. CURVILINEAR SIDEWALK PER CITY STD. 114 (a-ADJUST GTE MANHOLE TO GRADE B 20'46 39 84.57 25.78m 30.67 9.35m 15.50 4.72m �--- RELOcArE Exrsr. Si. c.% PFR cry �i-vs• CONST. CONCRETE RIGHT HAND TURN LANE PER CITY STD. 119, MODIFIED C 9o'00'00" 35.00' 1C.67m 54.98' 16.76m 35.00' 10.67m DRAWN ' M� � � • $�r�Y�� SHEET (0 -CONST. COMMERCIAL DWY. APPROACH (TYPE C) PER WITH FLOWLINE AT CURB - SEE DETAIL HEREON 90*00,00" 35.00' 10.67m 54.98'(16.76m) 35.00'(10.67m) 151 KALMUS DRIVE BLDG. M, SUITE 2 6 of CITY STD. 101 AND MODIFIED PER DETAIL ON SHT. 5 INSTALL STREET LIGHT 9500 LUMEN HPSV BY S.C.E. & PAID COSTA MESA CALIF. Z.21626 20'46 39 84.57 25.78m 30.67 9.35m 15.50 4.72m D --SAWCUT & REMOVE EXISTING A.C. PAVEMENT FOR AND COORDINATED BY DEVELOPER 78m57 30.'39" 84. ' 25. ' AYWARD PARDUE R.G.E. R .E. 42758 DATE CHECKED _3a 3. )( AWING NO. ` �-RAISE VALVE CAN TO GRADE PER C.C.W.D. STD No. 4 nj q�--INST- ST2•.Tmea& PEIZTAzLe -1. -2- 20'46679.35m) 15.50' 4.72m (714) 241_3 C3fl 2 "1 1705 'pro j 5vrne to-� 13 op MATCH LINE SEE SHEET 9 MATCH LINE SEE BELOW LEFT ° s TI Construction Legend: , o p I MEDIUM BROOM FINISH-NATURAL COLOR CONCRETE. _ L F-1 I SEE SHEET 10 FOR CONSTRUCTION DETAIL ;.`; ` ° �- Construction Notes : EXPOSED AGGREGATE FINISH CONCRETE W/C-21 �' e I 2] ADOBE TAN INTEGRAL COLOR BY L.M.SCOLFIELD. AGGREGATE TO BE 5/8"RIVER BED PEBBLE OR APPROVED EQUAL. ATE TO BE 5 " IV 1 1 E DEEP L OR GRID PATTERN. , 1. Contractor to verify site conditions prior to beginning construction. All discrepancies shall CONTACT: SOUTHWEST BOULDER STONE(800)540-1147 li ° be brought to the attention of the owner's representative. L.M.SCOLFIELD(800)BW99M(RATIO IS 4 POUNDS OF ADOBE 2. See grading plans for vertical control. 94 POUND BAG OF CONC) ` . - ZERO CURB FACE-Fil SEE CIVIL ENG.-STREET IMPROVEMENT PLANS. d I • r — 3. Contractor shall be responsible for making him/herself familiar with all underground , 6"CONCRETE MOWSTRIP PER STD.DWG.534 a �, 18 40 I utilities, pipes and structures. Contractor shall take sole responsibility for cost incurred due 10 to damage and replacement of said utilities. r F-' d • TYP. Fi g 4'X4 TREE WELL. ° °• l t7"WTR 4. Contractor shall not willfully proceed with construction as designed when it is obvious that 2 I-- - unknown obstructions and/or grade differences exist that may not have been known during P-91 4x4'TREE WELL WITH 22"HEIGHT p � � I F' (�' , � y g FREESTANDING CONC.SEAT WALL design. Such conditions shall be immediately brought to the attention of the owner and SEE DETAILS ON SHEET 10 d 1 ° Landscape Architect. The contractor shall assume full responsibility for all necessary w 10 revisions due to a failure to give such notification. 40 INSTALL STREET TREES PER LEGEND ON SHEET 2 O ' TYP. - 5. Contractor shall be responsible for any coordinating with other sub-contractors as required � . to accomplish construction operations. • � ICI •< ,d 2 6. Concrete surfaces shall be formed with long, smooth gradients to reduce dips, abrupt ° 8 changes and sharp transitions. •` �� _ 7. All curvilinear walks, curbs, headerboards, and walls shall have a continuous smooth curve where applicable. All forms must be inspected and approved prior to beginning SEE ONSITE LOWS S LANDSCAPE s PLANS FOR DETAILS AND NOTES subsequent work. 8. All concrete flatwork to be 4" thick and located as shown. Concrete will be of a 5'/z w sack mix and maximum water/cement ratio shall be in accordance with ACI 301 and ACI 318. Maximum slump shall not exceed 4 inches for normal weight concrete if • " U consolidation is by vibration. A slump not exceeding 5 inches is permitted if consolidation d , ° 19 d a� �g R� p I is by other means. Concrete shall have a compressive strength of 2500 PSI in 28 days. L . I I Use of admixture shall be approved prior to construction and shall be in accordance with 40 F� - -14 7.5'RADIUS \ I the ACI 301. Concrete that has been pretempered by water or cement after concrete has partially hardened, is not acceptable. Concrete shall never be covered with sheeting of an ° ° ., g y T�'P ►� 6, \ ��16-S RADIUS _ _ _ _ _ kind. Periodic tests of compressive strength of concrete shall be made in accordance with 6 S Q+ ;1 ° `1 - - - - - - ACI301 to verify that it meets design requirements. Concrete shall be placed a s A I continuously, where possible, and thoroughly consolidated by mechanical vibration or d . PA 2 other methods in accordance with ACI 301. All finishing shall be in accordance with ACI • 301. • 9. All steps shall have handrail per code where required. See plan for locations. 0 . , d • ~ _ - 10. Contractor shall coordinate irrigation sleeve locations under paved areas as required. --- < F..� • r— Refer t t 3 l a er o irrigation plans. FAQ O�CUR 11. If, in the field, scaled dimensions conflict with stated grades and/or elevations, the design r. elevation shall take precedence. O - 12. Prior to placing con n concrete, the Contractor shall sufficientl moisten p g y o step the sub grade and provide subgrade preparation per the soils report. 19 d 13. All construction shall conform to governing codes and ordinances. 40 DRIVE APPROACH AND 0" CURB FACE TRANSITIONS , TYP d• :. 14. Wall dimensions apply to face of first course or at finish grade. PER MILLIKEN STREET IMPROVEMENT PLANS 15. Compliance with ADA Accessibility Standards for materials, finishes, and gradients is the responsibility of the contractor where such standards apply. • PROPERTY LINE 16. The contractor is to comply with all local codes and ordinances. STARTING POINT OF CURB • 18 REFFRRNCE FOR THE SCORE LINE PATTERN HERE _ 40 , .r e TYP. , 8 12 I d . ► II 10 • 9 4 " I /J W 6`6a O rto W STARTING POINT OF I PA i REFERENCE FOR THE SCORELINE PATTERN AT a BACK OF CURB HERE-TYP. 'I NOTE: � Ind 10 I 1 All vertical constructed objects shall be installed d I and maintained by property owners. T" w • o a 4 id w SIDEWALK EASEMENT ~ ° L�PER PM 15295 ! GRAPHIC SCALE SEAL 1 ADDED THIS SHEET FOR CUP 99-04 ACTIVITY CENTER /I-r DVZME • ■ !u' DESCRIPTION OF REVISION DATE ITY APP D . " _ " CITY OF RANCHO CUCAMONGA SCALE. 1 10 G N► O o ' L� 4ff5 M STREET IMPROVEMENT PLANS >� rn •n MILLIKEN AVENUE AT FOOTNLL. BOL LEVARD ° C'C;.% RANCHO CUCAMONGA CORPORATE PARK '� • LIMIT OF STREET C � RELATED CONSTRUCTION PARCEL MAP No. 15295 � a PREPARED UNDER THE SUPEFPASION OFF APPROVED BY DATE _ ' 0 d CITY ENGINEER k R.C.E. N0. 24953 DESIGN �t E LJ RECOMMENDED d HAYWARD PARDUE R.C.E. 42758 DATE DRAWN SHEET' D o E o S o I o G o N 8 OF 10 305 N. Harbor Blvd, Suite 218 — _ G 1511 KALM 5 DRIVE a.M SL4 CHECKED DRAWING N0. MATCH LINE SEE ABOVE RIGHT �jr0 G 1 V I v O F COSTA MESA, CALIF. 2 FAX �. Fullerton, Callifornia 92832 (7141 241 84QQ.2M-8432 FAX (714) 680-0417 1705 STARTING POINT OF REFERENCE FOR THE 56'-6PATTERN AT BACK O C FOOTHILL BOULEVARD " BACK OF CURB HERE-TYP. RADIUS 2/51f FACE OF CURB TREE WELL TREE WELL RIGHT OF WAY ITREE WELL - 1 ' CTREE WELL 1 SCORELINES TO BE 4'X4'GRID 1 -- 12 8 - • _ • 1 1 1 e Y • a @ 45� �TRF.F,WELL _-. _�-�-� 18 40 TYP. Y I 1 ' 0 a • ° • ed d • •_I • ; • -- TYP. -RIGHT OF WAY r , • - ♦ , W W e Al a �4 Jol TYP. ° v 1., ' ' .• ° ' d e , • ' e.• • • • d d d • - • • - d •, / • ° . • d . de \ " • ` fd ar, d e e — r ° • — ° - ♦ d d- - ° • ' ° • ° - a ° • d ° • ♦ 2 - _ V e W •, d. • ,I 11 lI ° e e 1 • a d e d T a ee • • - d /; ° ♦ ,° a •. fp. III 11 • • ° d d °. • T"P. , d ♦ ° • - '� 4e d , • ° d e d s • ' O e• a •d .♦ A • 4 • d ° 24" RCP I I 19 �TREE WELL 19 • PA I I / TREE WELL REE WELL TREE WELL�40 1 � ` // PROPOSED BUS SHELTER-LOCATION BY OTHER 40 l l . l /i 10 STREET LIGHT j •d d ° e e a // / / '/ PRECAST CONCRETE TYP. TYP. TYP' PER SIGNAL PLANS(TYP.) PLANTER SEE SHEET 10 FOR DETAILS ° /� a Construction Legend: EXIST.CURB ! • . • • , / (This Planter Shall be Installed and g r Maintained by the Property Owner). RADIUS 2 MEDIUM BROOM FINISH-NATURAL COLOR CONCRETE. — — / 15 �� Limit f Street-Related SEE SHEET 10 FOR CONSTRUCTION DETAIL • -. - -- _ y o S eet-Related Construction i for Activity Center EXPOSED AGGREGATE FINISH CONCRETE W/C-21 15 PRIMARY RAISED SIGN/PLANTER SEE DETAILS ON SHEET ]0 `, a ADOBE TAN INTEGRAL COLOR BY L.M.SCOLFIELD. (All constructed vertical objects shall be installed and maintained AGGREGATE TO BE 5/8"RIVER BED PEBBLE OR APPROVED by MWerty owners)- EQUAL. SCORELINES TO BE 1 1/2-DEEP IN 4'X4'GRID Raised Planter Shall be Installed and • , / '' ' `ram' Maintained b the Property Owner. CONTACT: SOUTHWEST BOULDER&STONE(800)540-1MTTERN. ' • � �_ i y h F18] 4`X4 TREE WFLI.. STARTING POINT OF a tr= 7 �i +Qf L.M.SCOLFIELD(800)800-9900(RATIO IS 4 POUNDS OF ADOBE REFERENCE FOR THE w' 1 Gd, 94 POUND BAG OF CONIC) " p i 19 4x4 TREE WELL WITH 22 HEIGHT SCOREL[NE PATTERN AT py - - ��� g ZERO CURB FACE- FREESTANDING CONIC. SEAT WALL BACK OF CURB HERE-TYP. U ❑ SEE CIVIL ENG.-STREET IMPROVEMENT PLANS. SEE DETAILS ON SHEET 10 _ 10 40 INSTALL STREET TREES PER LEGEND ON SHEET 2 F10 6"CONCRETE MOWSTRIP PER STD.DWG.534 Sidewalk Easement Line , " F12 HANDICAP RAMP PER SHEET 5 STREET IMPROVEMENT PLANS. 40 18 TYP. a PRECAST CONCRETE a PLANTER SEE SHEET W - 10 FOR DETAILS o — (This Planter Shall be Installed and WMATCH LINE SEE SHEET 8 Maintained by the Property Owner). DRIVE APPROACH AND 0" CURB FACE TRANSITIONS PER FOOTHILL BLVD. STORM DRAIN CATCH BASIN FOOTHILL BOULEVARD IMPROVEMENT PLANS I AND 24"RCP PER STORM DRAIN PLAN ON SHEET 7 HEREIN S ARTING POINT OF FACE OF CURB -- - - — — - 18 --. _._ IIE.LRE WELT, - -- - - - ------ -- - - 1 At£IRETICE FOR THE ---- CORELINE PATTERN HERE IT�,P _ 40 ,TREE WELL •TREE WELL 8 12 4S► 10 TREE WELL C{TREE q TYP. RIGHT OF WAY 1 " I 1 14, FACE OF CURB - - - TYP. a -- -- - -- - - • - -- - - - - - ------ ----- e t - ° - d ♦ e , d • - - . N�R ACE •F RB - e• ° • de d • , n• d° ° • • ♦ • e ' ar -r 4. 4 .1 A 44, ? IA e ..... .. .......... ..... ........ .. .. 4L e • • 4, L •° ° j r, TYP. TYP. I d ° • - (I w 18 10 40 1� TYP.10 TYP. 2 9 �� PA ' / - - - - - - - - - � - - - - - - - - - - -- - - - T I - T I — Twoo 1� I Q it I I I 3'HEIGHT MONUMENT SIGN, SEE DETAIL ON SHT. 10 J fi (This Planter Shall be Installed and 1 I I Maintained by the Property Owner). ( I l I - MATCH LINE SEE SHEET L3 GRAPHIC SCALE SEAL ADDED THIS SHEET FOR CUP 99-04 ACTIVITY CENTER%%%=Poll DESCRIPTION OF REVISION DATE ITY APP D ��E�� CITY OF RANCHO CUCAMONGA SCALE: 1� � 10" � 4� F. � TREE S T IMPROVEMENT PLANS o FOOTHILL BOULEVARD AT MILLIKEN AVENUE elvit. RANCHO CUCAMONGA CORPORATE PARK PARCEL MAP No. 15295 PREPARED UNDER THE OF: APPROVED BY DATE /0 4 CITY ENGINEER R.C.E. N 4953 DESIGN � l%/=� =JD RECOMM DED HAYWARD PARDUE R.C.E. 42758 DATE DRAWN SHEE D o E o S o I o G o N 9 OF 10 •'"ee' `-•'w- 305 N. Harbor Blvd Suite 218 t51 KAL1 DRIVE BLD(i. M, SW(TE 2 CHECKED ' DRAWING N0. L coS1�Ay MESA, CALIF. 9MS Fullerton, Callifornla 92832 0 � (714) 241-94W.2a1-s432 PAX _ (714) 680-0417 1705 PRECAST CONCRETE WALL CAP FINISH GRADE #WC8-C11-AE AST CONCRETE WALL CAP # 1-AE WALL CAP ENDS 1 R" n PRECAST CONCRETE WALL CAP TO BE"HIPPED" _ #WC8-SI I-AE-SURF GREEN COLOR STUCCO S[J SCRATCH COAT, W/ACID ETCH FINISH SHAPED— BROWN COAT 8 CONTACT: / = STYROFOAM 2 COATS SMOOTH = DURA ART STONE(909)350.9000 �. 3"RADIUS 1 SIGN BY OTHERS BE FRAZEF �� 12"X8"X16"CONC.BLOCK � 1 CONTACT:ORCO BLOCK CO.,INC. I #8323 M-PANCHO (714)527-2239 PRECAST CONCRETE WALL CAP BROWN I WC8-CI 1-AE STUCCO SURFACE-- 1 #4 REBAR(a) 16" 03 REBAR @ 8"O.C.EA.WAY CON rACT: FILL ALL CELLS SOLID W/GROUT BEND EA_WAY IN FOOTING DURA ART STONE(909)350-9000 &12"O.C.VERT.-BEND I FILL ALL CELLS SOLID " 8"X8"X12"CONC.BLOCK fi EA.WAY IN FOOTING .° --------SCRATCH COAT,BROWN COAT& WITH GROUT #3 REBAR®8 C.EA-WAY - -- ------------ --------- -- -- II 2 COATS SMOOTH STUCCO COLOR TO BE FRAZEE#8323M FINISH SURFACE FINISH GRADE PANCHO BROWN COMPACTSUBGRADE j \ FINISH SURFACE 3" AIN PIPE WRAPPEPVC D IATED FT.OF GRAVEL _ r CONCRETE BLOCK - ----------------------- - --- FILL ALL CELLS SOLID 12"X8"X16"CONC.BLOCK WITH GROUT , CONTACT:ORCO BLOCK CO.,INC. t CONCRETE FOOTING •' (714)527-2239 , w w 1 ° ELEVATION TYP. CLEARPLAN VIEW "MIN .a — " CLEAR �+ TYP. SECTION /� 3"MIId. SEC 1 ION LEAR 22" FREESTANDING SEATWALL AT TREE WELL SCALE: 1" = 1'-0" PRIMARY/SECONDARY RAISED SIGN/PLANTER - PRIVATE SCALE: 1" = F-0" PRECAST CONCRETE WALL CAP OCRs-S I l-AE-SURF GREEN COLOR #3 Rebar @ 12" O.C. Each Way /ACID ETCH FINISH #4 Rebar Continuous in Nose C Cr: 8"x8" 2" Clear @ Each Cold Joint DURA STONE(909)350-9000 t� A X 8" X 16"SPLIT FACE ONCRETE BLOCK W/SINGLE VERTICAL ORE @ CENTER-COLOR:CHARCOAL 1/2" Radius #4 REBAR(a) 16" ORIZ. I ! LL SPLIT FACE SIDES SHALL Finish Per Plan &:8"O.C-VERTICAL B . CE OUTWARD-TYPICAL EACH WAY IN FOOTING = ! IONTACT: RCP(800)732-7435 I ' I (4)RAINBIRD-5F-B-PCS-060 6"x 6" 10 Gauge Wire Mesh ,. � IRRIGATION BUBBLER FILL ALL CELLS SOLID CONNECT TO 3/4"SCHED.40 PVC �" FINISH GRADE ' W/GROUT-TYPICAL POTTING MEDIUM I ! I I i .1I I IL i " II III I_II a 4" Concrete •:I - I I` .� � t___�_ i_ 4M Paving SECTION 81 =1 I I 4 $ -• CONCRETE F G w. � 1.4 a' AR 16 III 6" &.8 OBC.VERT"O BEND f 8"LA F 3/4"CRUSHED ROCK 2" III EACH WAY DOTING _♦ _ __ PRECAST CONCR WALL CAP - —III=III=III_ I , NOTE #CR8-S 11-AE-SURF G COLOR TYPAR FILTER FABRI 8'DIAMETER PRECAST CONCRETE PLANTER W/ACID ETCH FINISH - I I. 5"RADIUS #S8FB-8-Sl 1-AE W/OUT WEIRS-SURF GREEN COLOR •I� • W/ACID ETCH FINISH 6" Layer W83hed I I 8'X s" X 16"SPLIT FACE (16)#4 REBAR VERT.BY MANUF. -PROVIDE 3"SLEEVE 11iROUGH CENTER FOR •• River Sand if Recommended PLAN VIEW I I CONCRETE BLOCK W/SINGL, TICAL % •• - (10)93 71ES BY MANUF. IRRIGATION a DRAINAGE-CAST IN SINGLE PIECE 1 3"A MAIL I f CONTACT:SUE OR DEBRA(a)DURA ART STONE 20" Min. by Geo Soil Report I I SCORE @ CENTER-COLOR:CHAR PLUMBING CHASE '•� ! (909)350-9000 (6-8 WEEKS LEAD TIME FOR SHIPPING) III—I i I , I ALL SPLIT FACE SIDES SHALL FILLED W/3/4"CRUSHED ° I I; TIiREADED ROD -� I FACE OUTWARD-TYPICAL ROCK FOR DRAINAGE. (4)12"0 X 22"LONG BY MANUF. 1 11=III=III I IIIIIII=III=III=III=III= _ T , _ °'. I I . 4 FINISH SURFACE --- - - r4 - '" a k = Non- pensive Soil CONCRETE FOOTING�r - • • . L----------------- � #4RF: "CAGE.'-t2"O.C. ° • 'a .I FA.WAY T.&HORIZ. WALKWAY PAVING DETAIL NOT TO SCALE SPLIT FACE CONCRETE BLOCK PLANTER DETAILS - PRIVATE SCALE: 1/2"=1'-0" 8x8x 16 V/S-1 S S/F-1 S CONCRETE FOOTING 120 24"DIAMETER CONCRETE BALL 8x8x16 S/F 1 SIDE, 1 END - 6 SCORE IN THE MIDDLE TOP OF WALL SHALL HAVE MODEL#EB 2427 SEE SHEET L3 FOR MORE 53'-8"(RADIUS)ARC FROM EDGE TO EDGE (1)7/16"SCORE IN THE MIDDLE 3"SCHF.D.40 PVC DRAIN See Elevation on Sheet L3 FINISH:SB15 " PIPE TRHOUGH FOOTING TAILED MIFO.ON SIGN WALL SECURE W/24"THREADED FOR IRRIGATION LINE A Ka1F0, i — a AND DRAINAGE ROD&EPDXY , Contact:Dun Art Stone / I° #3 HORIZ.REBAR SHALL BE (800)356-2462 1 -I I BENT PARALLEL TO TOP OF WALL 2"THICK PRECAST ° CONCRETE CAP , COLOR TO MATCH COLUMN I I #4 VFR71CAL AND r I ` I #3 HORIZONTAL REBAR r I PRECAST CONCRETE PLANTER AT THE ACTIVITY CENTER - PRIVATE SCALE: 1/2 — 1 0 � I2"O.C.Ea.Way i : �. I " — I_ " BEND Ea Way IN FOOTING CONTACT:ORCO BLOCK CO.(714)572-2239 8"X 8" X 16"SPLIT FACE j ( REBAR`@ C F COLUMN CONCRETE BLOCK W/SINGLE VERTICAL ;' s;.,t`- I EXTEND T TING I I SCORE Q CENTER-COLOR:TAN }' ALL SPLIT FACE SIDES SHALL OUTWARD-TYPICAL a I CO 00000 ORCO BLOCK CO.(714)527-2239 ;;} I SEE DETAILS FOR COLUMN AND RAISED PLANTER I [ I 8"X 8" X 16"SPLIT FACE I 1 I CONCRETE BLOCK W/SINGLE VERTICAL #4 REBAR @ 16"O.C.HO } . 3 8"O.C.VERTICAL BEND SCORE(a)CENTER-COLOR:TAN EACH WAY IN FOOTING ALL SPLIT FACE SIDES SHALL FACE OUTWARD-TYPICAL _ CONTACT:ORCO BLOCK CO.(714)527-2239 I I FILL ALL C LID W/GROUT " i I } ——— #4 REBAR 16"O.C.HOR1Z. I ° , ' I ; ;•�• . ':�:�:, i----------- , �s"o.c_VERTICAL BEND SEAL EACH WAY IN FOOTING ADDED THIS SHEET FOR CUP 99-04 ACTIVITY CENTER h• I r r I DESCRIPTION OF REVISION DATE CITY APP".. I I I I I #4 REBAR`�CENTER OF COLUMNEss/ } f- I I EXTEND TO FOOTING —I ———- I , FILL ALL CELLS SOLID CITY OF RANCHO C U CA M O N GA 4"BELOW FINISH - I I I• I 1 k I 1 f W/GROUT-TYPICAL L� Gt�► GRADF,ATMONUMENT STREET IMPROVEMENT PLANS SIGN WALL FILL CENTER SOLID . �l7M — I W/GROUT AND GRAVEL-TYPICAL FOOTHILL BOULEVARD " i t ISH GRADE AT MILLIKEN AVENUE RANCHO CUCAMONGA CORPORATE PARK L------------- -J C* � PLAN VIEW PARCEL MAP No. 15295 f"6 CRETE FOOTING '�� CONCRETE FOOTING CONCRETE F PREPARED UNDER THE SUPERVISION OP APPROVED BY ! DATE / EQ. CITY ENGINEER R.C.E. O. 24953 '�' U 8' — 10' T POURED IN PLACE CWa11 9'-6" HEIGHT SPLIT FACE " DESIGN �� l�tF LD RE 0 MENDED C ETE SIGN WALL - SECTION CONCRETE BLOCK COLUMN - ELEVATION HAYWARD PARDUE R.C.E. 42758 DATE DRAWN SHEET � :': s"�� a+o� D o E o S o l o �3 o N 10 OF 10 8' HEIGHT MONUMENT SIGN WALL AND COLUMNS AT MILLIKEN & ARROW HWY. - PRIVATE SCALE: 1i2" = F-0" ,5"' `'I�us` DRIVE CHECKED 305 N. Harbor Blvd, Suite 218 DRAWING NO. CONSTRUCTION DETAILS 1-8 °03TA MESA, cACALIF. Fullerton,Callifornia 92832 (7141 24i1G0-.24.1-5432.I�o24A AX (714) 680-0417 1705 �O� G� 5 ke C-� 1 -? O F 100.00' VC 400.00' VC B�ENCH MARK PVI STA = 12+50 00 HI H POINT ELEV = 1193.50 F VI STA = 15+25 PVI STA = 18+00 PVI ELEV = 1191.98 0 Iq v HIGH POINT STA = 14+68.69 PT ELEV = 1194.83 S.B. CO. B.M. SPSN 01084 ELEV. 1013.469 o 'er + CD N PVI ELEV 1189.74 A " BOLT TOP OF CURB N. SIDE "G" ST. crm 50 + E. OF C.L. DAY CREEK CHANNEL; �± orno o 0! �' '_' + o rn m CO 0 ,';� 'c' � o � 'n ,� o � 'n °i o N � °f oo � 50.0 ' VC /- " .. 54.98 0.C. cii .. K) � � o N � o N m O O N ,n � v w - n + N + ri + M + �'� + Ki + M + M + M + W) ,.� o 00 N co o , N W ,n o 1 END W LY. DR. TO 5125 G T., 0.9 MI. 23 .06 .. o o > U N rn ,.� rn rn Q) o) .� Q, a, a) Q, + rn + N N u� 'n a) + ►) r N W. OF ETIWANDA. to cD ^ C'4 00N j 00 0) + W W ' cD + O ^ O N _ _ co 0° m + 0 `~ N 1.04% ° 0) °' O a°'o TO OF N'LY CUR PROFILE 31. 2 108.05 77.76 _ 00 (D_ 00 co 00 N 0) - p ON C RB ON CURB U v 00 OD 36.62' 4.43' 3 .70' > > V) w Q -1 m m U U 0 v OC 1190 + 85� > o W _. _ __. - _............ ................ ........ _ __._+. �i........ p. .SQ............. ca t?......_.... _............. ........ o 0 w + HIGH POINT ELEV = 1193.60 rn Co + O _..._.__ _...._... ....... .............o......... . ......................... ..................... .........................N........ _....... Co qt � o J O5�' 100.00 VC HIGH DINT STA = 14+68.69 °p N CO 00 o O r 1_77� \ � A °1 u0 0) PM STA 18+00 -1.04% + tD co v `n C5 ` ) v U-) 6 u-) cri Z PVI STA = 12+50 0 N VI STA = 15+25 o aD v Co m m Co of 00 of Co m Co 00 Oi o 'n + N PVI ELEV 1189.84 N 00 PVI ELEV = 1192.08 + N ,.� rn P ELEV = 1194.93 n Uj c3 N 50.0 VC m O � to r`' °' OMo ulN 0M to opo m1* o ,n '`� o + -1.069; U p (n 0 O N I� O It o M <n M N cp 0) t + 00 'n 0p cii U w + ri + n + ►ri + + M + ►� + ,,� m ,,� oo rn co U ^ N 0.44% M l;.j U 0) O �} 0) O U + M N O o N O c0 ^ () > > p� M d 0) + N N M � O + 0 N o (6 o + N > j m m - cn °' 0) + rn 'n N r, 0 0 cii ^ a) to N �n EX TINC3 C�iROUNO AT CENTERLIN 0 00 °) �n 0) N rn N rn W 1.04% to 0) + rn o Q) > j + 6 0.00% 0.44% p+ N rn w w v w o ,,� CENTERLINE P OFILE L:i m U > U O N ar m ------ ------- - --_1 859-�e ---� -- > j-- ------- O ------------------------------------ m CROWN LINE - ------ 00 Ld ----- 1190 _ - ._�__.... . .-.....-.-.-...........................................................__...._._..._........ ................_.... __..._..__............................__ __...._ __....._.........._..................._.............................................. ...... _......... W O . .�._ p ..-......_00 CY) 00.00._......... � + OD ---- ------ -------- -1.0490 oN - + d co O 00 o +00 + TOP OF S'LY CURB PROFILE � Lo Co p 100) Lo +) N M O) ^ o 00 n N m 00 c0 � 0) O co N M d r7 N ^ O 00 ►n c� N + + + + + + + + + O N O n p O + (V N M M M f+j M M + ►7 + N N (0 I 1, O O Ur n rn r- a) 0 0) rn o rn 0) 0) 0) �n 0) ca 0) + rn + c i r. rn 0 'n 859 ........_.......4.. cv................ ....................... _...... rn � +.."O N 0) r+ r� r...................... r �.... ..............r..r............... -. ...............c+p.. ...............Q. . ...._........� .. .................................................... ..... _...._ _ _ _._.... _ __..__.. _._...._ _.... 00 N N r- r + _ N 18°Jo On N � U U r ^ 0) r' O 00) 00 3 + rn m > HIGH POINT ELEV = 1193.50 - - + 0 0 � N -1 049; rn a) w > 00 HIGH OINT STA = 14+68.69 N w Co 00 + m 0 0 00 v Ui PVI STA = 12+50 W VI STA = 15+25 > > v w + o U m -0.44% 1_79�o Q rn > > PM ELEV = 1191.98 P ELEV = 1194.83 w m > 0 U rn o ^ 0 0 00 Q) ^ C, m a + m 100.00' VC 400.00' VC C° w > p CO 0+ r? ± 00 o m � � Jow O 50.0 VC w N � N � C4 + � m N oo W ,Q O r'6 CoN 00 r` O� U LL- N N PM T aD O � p Y1 a0 STA 18+00 U � 6 - 00 m aD op N � 00 N w PVI ELEV 1189.74 00 N 0.49 61.16 4.0 8.0400 54.98' O.C. N OC OC ��BE}....._..................................................................11 Oa....... 12 a0........ .�3 Oa-.,,.. 14 Oa....... 1s 00..... -16 Oa...... __. ...__.. _17 Oa...... _.__.....fig 0a........ _..19 p .. .._ _ 77.76 a -=a a0. -21 00 ON CURB 11 11 , PROFILE SCALES I N 1 t6 HORIZ: 1 " = 40' � cO 11 VE R T: 1 " = 4' 1 �r 1 1 8 �PAVJ l 2-0 8 F'J��J l J 03 F'J\,IJ JJ,J J tl� O N C� 11 N 1 11 w m m m 3 11 rn m 3 3 °° o cn � "' ,00 1 0 25.88 C14 ' .t.. R 20 �+�,--- O 8 rn 1 1 11 N oo °' - - o rn o0 0� U 1 ca oa �35S 11 00 O N c0 + qt + O + W 1 + J Q 416.02 U= - -- 232.53 -- L=21.96 �.9 Z: N 1 p -- -� A� . -- -- .R� 1 N U R8 J L=34.6' 1 CR ;. . -22 _.. ,, - _ 1 y 14 16 x 17 s 18 1$ 20 N8 40 0 E 21 22 1 _ v` - - - L - _ v _ _ _� ... ® b 1CA Y .4 O O� o � o � 0 813.08" O O 9 }- w L=211.04 r�i m `j m 0D N g oc m z o 0.C. S�� 8 04 Ln + + cD ,`i 3 + + m rn U V) = - - 9 -t (D o Co 0 + 0) W V) p + p Qo NO 0 N N It to 0I Wm or cr- V + OQ + N U WU 34 o 117 -�• J Z N m o �_ C.r t0 W �I� � A� 0 F'i\�J J�.2 J 5 V ` GRAPHIC SCALE O 1153 111 40 0 20 +0 e0 ISO L` SEE SHEET 6 FOR PAVING JOIN ■ ' ■ I Lm L � � co) U T , ,� ( IN FEET ) 1 inch = 40 ft. a MILLIKEN AVE. 0 os SEE SHEET 6 TRANS 6" CF r �' TRANS 6" CF CITY TO 0 CF ��` Q> TO 0" CF DESCRIPTION OF REVISION DATE APPROVED SEAL CITY OF RANCHO CUCAMONGA r - Q ��`' po Q�FE>s8, STREET IMPROVEMENT PLANS PAVING LEGEND DRIVE APPROACH OE"rA1L ��' , G�► MILLENNIUM COURT NEW PAVEMENT NOT TO SCALE NO. 42758 RANCHO CUCAMONGA CURVE TABLE '�y, CORPORATE CENTER CONSTFRUCTION NOTES DELTA RADIUS LENGTH TANGENT CALA APPROVED BY � �� yy` //i r �jJ DATA -�2 - -- » » » » " A 14 48 01 850.00 219.57 110.40 NOTE. THIS SHEET IS PART OF DRAWING CITY ENGINEER`'Z�`"-/" �z azyzz R.C.E. NO. 24953 3� -CONST. 7 AC OVER 8 C.A.B. �-CONST. TYPE A-2 6 CURB AND 24 GUTTER PER CITY STD. 104 B 90'00'00" 35.00' 54.98 35.00 NUMBER 1705, IMPROVEMENT PLANS FOR PREPARED UNDER THE SUPERVISION OF: DESIGN INSTALL 5800 LUMEN HPSV STREET LIGHT BY S.C.E. & C 90'00 00 35.00 54.98 35.00' MILLLIKEN AVENUE, FOOTHILL BLVD., AND "" ,:. RECOM F�AjIDED PAID FOR AND COORDINATED BY DEVELOPER D 04'45'51" 872.00' 72.51' 36.27' ARROW ROUTE, AND APPROVAL FOR THE PARI�UE, OR�LL 13SOCIA --S, w4c. 04'S0'S3" 872.00' 73.78' 36.91` CONSTRUCTION HEREON IS SEPARATE FROM CONST. LOCAL DEPRESSION PER CITY STD. 307 CASE 'B' SUMP APPROVAL FOR THE REMAINDER OF THE DRAWN Pin ' n9�f*�esrin� • Surveying SHEET (SUMP) F 14'48'01" 828.00' 213,88' 107.54' IMPROVEMENT PLAN SET. - 151 KALMUS DRIVE BLDG. M, SUITE 2 8 OF 44 8a--CONST. COMMERCIAL DWY. APPROACH (TYPE C) PER G 18'00'08" 100.00' 31.42' 15.84' GENERAL NOTES ON SHEET NO. 1 "nTLE COSTA MESA CALIF". 92026 CITY STD. 101 AND MODIFIED PER DETAIL HEREON SHEET' APPLY TO THIS SHEET. HAYWARD PARDUE R.C.E. 42758 DATE CHECKED ' 9� CONST. 4' WIDE SIDEWALK PER CITY STD. 103 H 198'00'05" 45.00' 155.51' 284.10' - (714) 241-34D4 24T-3432 AX DRAWING NO.