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HomeMy WebLinkAbout1402 Cao) COO� 3'v' STREET CONSTRUCTION lei L NOTES GENERA O 1 . All work shall be done in accordance with these plans, the City ZZ of Rancho Cucamonga Standards and the Standard Specifications _ for Public Works Construction current edition. Contractor STREET CONSTRUCTION NOTES shall be familiar with and shall be responsible for adherence to b t T,� •`t 1"��l these Standards and SpecIIICAtions. 11 E�r94 2. All pipelines or substructures of any kind• telephone or power & ESTIMATE o f QUANTITIES poles, water meters, valves, fire hvdrants, etc. , shown or not BIZIL shown ou the-;(, plans within the right of-way limits or L, LZ-4& �l ~ QAFK WAY adjacent areas where improvement work is to be done shall be �- Remove existing A.C. Pavement S F Pe LAN0,564PE 1 ( ►�'r- hJ removed, relocated or protected in place as required at no cost `J 12o r..F. AReHif PLAWS BEE co the City of Rancho Cucamonga. 51 Remove existing curb and gutter iBEEMtIJ pE� a^ L 1 t 61 V \Bj pSTRSET PLAN Fob �--� 52 Remove existing P.C.C. walkway/handicap ramp 3150 S.F. LAWPtseAPE Aleck. vvjj���\\\� � 'T F4 -vivo 3. Any contractor performing work on this project shall familiarize QJA 3EE SitADtJ1lf PLI►►1 Remove existing catch basin i local depression per S.D. Plan �f \ii afi•.' LJ'c 67Ltr y- himself with the site and shall be solely responsible for any 400 Lf �Itt%\\ y�1 � �tE3T, I dVE1�ElaTS damage to existing facilities resulting directly or indirectly /5�5--- Remove existing concrete block retaining wall •i from his operations• whether or not such facilities are shown on `J too SP. I�X►�jTlti r Q�OPD�iE� (�$ ellti7TER �SEEI P(•A1J.� these pians SS Remove existing drive approach 1 t J Relocate existing street light to noted station I sA YAfiES 001 Mtn I 4. A permit shall be obtained from the City of Rancho Cucamonga Relocate existing 2" blow-off assembly per water plan g A Engineering Department prior to any encroachment or construction 67 TYPICAL 5 within City of Rancho Cucamonga easement or right-of-way. >iS Construct 8" curb and 24" gutter per Rancho Cucamonga $t Lf >EGT 1 40�J WELLMA awl AVE t-JLIE Construct commercial drive approach per Rancho Cucamonga Standard NO. 303 „� , 5. All grade stakes shall be ser by the Contractor or Engineer. NoetL. !5CA-E - I to Paving shall be set at all hinge points, edge of pavement points Construct s.f, V6c>ZT- SLE = N3S within 0.01 foot of sub grade elevation and at not more than 50 Standard NO. 306, width noted on Plan foot intervals. Additional paving stakes may be required by City Construct noted portion of sidewalk per Rancho Cucamonga , TIP SGA L SF-CT a Engineer as needed at warped or vertical curve areas. � Standard NOS. 310 and 311 1490 S•� T ' M f5AS�L-�� � 6. All sewer, water, electric• gas, phone or other utility laterals, W6TAU )166M LUMEN N.PS-V, SL LT DY S.CE.. 9AIV FOE f cooep. RY vevinorer, NottZ SeALg I'I:to' trains, or crossings shall be constructed prior to paving. Install street trees per Rancho Cucamonga Standards,�- Ver-T. 'SrGALF ' N•T.4.see "Street Trees" construction notes SEE BEeek/� 7. Compaction tests of embAnkmPnt construction, trench backfill , 400 SF. compacting original ground and all sub-grades shall be performed \7-/ Install 3„ A.C. over 4 A.B. at no cost to the City of Rancho Cucamonga. A written report © WStALL r-Z& (19)(f) 'We• sj0/ltNy ANY TIME° S14rJ fEa CAG- TeAPJS SPELIFILDT#6WS 3 A with these compaction tests shall be submitted to the City � Engineer for approval prior to the placement of base materials (l�jr COWSI. uNDFE: WALK PgAh4 rile tC STD. DWtr. t10. Oct?s IP- 1.60) 113 LF and/or surfacing. �� rafS14LL S>Qo0 WEEN EtI.f.J. Sr. LT. 1191( S.C.E. YArfl FOR f GooE•p BY DfVEIs/En!, f EA. 8. At the completion of paving, a materials report shall be `7 es"'C NAWPI•LAT ?AMP fEE IrAWC90 GgCAtvisM4A SID. SIO. / i4. submitted to the City Engineer, listing all tests or determinations completed to verify stability, oil content and STORM DRAIN CONSTRUCTION gradation of asphalt paving. STORM DRAIN 9. Prior tinstallation of any paving, a materials shall be STREET TREE CONSTRUCTION NOTES submitted all d to the City Engineer, listing all tests or GENERAL N O T E S determinations completed tverify: R-Value, sieve analysis and O N S T R U C T I O N NOTES & sand equivalent of aggregateo base. 1 . A1) work shall be done in accordance with thane dans, the 10. Paving shall be performed in accordance with R-Value and pavement I All street trees are to be placed in accordance with City City of Rancho Cucamonga Standards and the Standard ifications for Public Works Construction, current Standard 601. Sp-ecESTIMATE o fQUANTITIES tests taken to determine structural sections (prior to final plan edition. Contractor shall be familiar with and shall be apl,ro.al ). r All street trees shall be staked and planted according to responsible for adherence to these Standards and 11. When improvementsCity Standard 605A.are to be placed on native soils which consists Specifications. rocky mntPrlAl, the sub-grade shall be prepared by removing 3 Soil fertilization and conditioning shall conform to section t I 1 construct 42" ¢1 R.C.P. Storm Drain (D-1500) of A roc 212-1.2, of the Standard Specifications for Public Works 2. All pipelines or substructures any kind, telephone or �J all rocks which protrude above the sub-grade at+d all voids or power poles, water meters, valves, , fire hydrants, etc. , shown ? Construct 70" 93 R.C.P. Storm Drain (D-1250) frl 1,.F. depressions shAll he filled with a fine grade material of a Construction Type 1, organic soil amendments to 3 parts quality better than the native material. native soil. All amendments are to be thoroughly mixed prior STREET TREE QUANTITIES or adjacent shown re these plane within the right-of-way d limits or to back-fill. TY? EE in ad 'acent areas where improvement work is to be done shall o--- construr•t 18" of R.C.P. Storm Drain (D-t75o) be removed, relocated of protected in place as required at 12. If the asphalt concrete is to he placed on sub-grade. a soils Fertilization of street trees shall be per the recommends- Construct manhole "A" per Rancho Cucamonga Std. Dwq. 510 3 srerilant registered by the E.P 4 fit use under A.C. and P.C.C. tions of an agronomic soils report furnished to the City �--� _ not cost to the City of Rancho Cucamonga. , shall be uniformly applied at the mAnnfacturer's recommended rate Inspector. STREET LE EIJD TREE TYPE SPACING SIZE QUANTITY EA 4 Q 3. An contractor performing work on this project shall � Construct junction structure "A" per Rancho Cucamonga Z EI. Y P g P j S Stindard 5oR for the full pavement width prior to paving. familiarize himself with the site and shall be solely S No street tree shall be planted where the center of the trunk responsible for any damage to existing facilities resulting Construct catch basin NO. 3 per Rancho Cucamonga Standard 13. Estimate of quantities is provided by the Engineer only for the is less than three feet to the face of the curb, unless convenience of the developer. the contractor shall make his own otherwise noted. direct] or indirect] from his operations, whether or not determination of construction quantities before submitting a bid. Y Y P J! Dwq. NO. 504, see plans for "W", "V" and "D" lA. such facilities are shown on these plans. b All street trees are subject to inspection and acceptance by k4ACq{,j4L14 41F MVIFL09A 'SAMUEL. -SeMMI� 15 Gal . 14 EA• �-. Saw-cut and remove asphalt concrete pavement in noted areas 15$± s.F. Any item of work required by these plans which is not the City Engineer. BASELINE O 1 4. A permit shall be obtained from the City of Rancho Cucamonga �J specifically listed in the estimate of quatitities shall be 17rJA1JG7LALAR � � 6Z. L•t. considered as included in the other items of work. y Engineering Department prior to any encroachment or g Trenching per City of Rancho Cucamonga requirements construction within the City of Rancho Cucamonga easement or 14. Street signs per City of Rancho Cucamonga Standard Numbers 401 right-of-way. (9 }---- Replace A.C. pavement l•f• and 402 sl+all be constructed at each intersection. 5. All sewer, water, electric, gas, phone or other utility W �J Trench repair per Rancho Cucamonga Standard Dwq. NO. 312 L.L. 15. City Approval of plans does not relieve the developer from laterals, mains, or crossings shall be constructed prior to Construct local depression per Rancho Cucamonga Standard responsibility for the correction of error and omission HELLMAN 0Eucalyptus 30' 5 Gal . S EA, paving. ti discovered during construction. Upon request the required plan POlyallthemOS Dwq. NO. 518, Cane "B", see Piens for "L" and "K" /fTG ff. 6. Compaction tests of embankment construction, trench backfill, Construct local depression per Rancho Cucamonga Standard revisions shall be promptly submitted to the City Engineer for Silver Dollar Gum compacting original ground and all sub-grades shall be t2 Dwq. NO. 518, Case ^C", see Piens for "L and "K" 322 l.F. approval performed at no cost to the City of Rancho Cucamonga. �` 16. Work site and exterior streets shall be in a near, clean and written report with these compaction tests shall be submitted 73 Remove existing local depression 193 rr to the City Engineer for approval prior to the placement of hazard free, orderly state, throughout construction. Site shall base materials and/or surfacing. Remove existing catch basin be cleaned upon request of the inspector. a �, 7. Estimate of quantities is provided by the Engineer only for !� 17. Contact UNDERGROUND ALERT 1-800-422-4113 and the following Remove existing 24" R.C.F. Zfs c.F. .fib �� Ipry the convenience of the developer; the contractor shall make Utility Companies as required. 2 working days prior to Q� (/ �� L,+ y�" his own determination of construction quantities before )` Remove existing 30" 0 R.C.F. 191 1s excavation. �AS V pf• A J /�� `1i�• �� submitting a bid. Any item of work required by these plans 18. The final surface layer of asphaltic concrete roadway pavement �( (p Q -t/7C� which is not specifically listed in the estimate of 17 Remove existing manhole / !A shall not he placed until all utilities and utility laterals +� �� quantities shall be considered as included in the other items within the roadway have been installed, including all on-site �� h�a�� of work. 1$ Construct pipe closure type Sheet per S.B.C.F.C.D. Standard Dwq. SP 176 B (see Detail Sheet 2 of 2) grading has been completed, and all unacceptable parkway and �\ D, Sj _I� ^ /)���� �' �� 1. S. City approval of plans does not relieve the developer from rorAdway Improvements are removed and replaced to the satisfaction vk l �l�' �- ' responsibility for the correction of error and omission 19 Construct manhole "e" per Rancho Cucamonga Std. Dwq. NO. 511 / fA, of the City Engineer. -- --1 -- _ _ , g P q 9 remove existing curb and �- discovered Burin construction. Upon request the required li R q gutter 42 plan revisions shall be promptly submitted to the City �---J tX% - - _ MltJtt+WM �1Engineer for approval. Provided for your convenience are the following: I / 01.� tt ( 9. Work site end exterior streets shall be in a neat, clean and A. Cucamonga County Yater District (714) 987-2591 g . 9641 San Bernardino Road I hazard free, orderly state, throughout construction. Site shall be cleaned upon request of the Inspector. Rancho Cucamonga, CA 91730 - e4L' �?G•F' N 10.• Contact all Utility Companies as required 48 hours prior to IF o excavation. Provided for your convenience are the following: B. San Gabriel valley Municipal Metter District (818) 969-7911 Mr. Bob Stallings - For MSP. LINE construction A. General Telephone (800) 422-4132 C. for underground service Metropolitan Hater District (114) 593-7474 rtl• 89e .5�' S5"E. � SouTr1 v✓ P.O. Box 54153 Ext. 6461 Ss fy Gd ( BASE L►+JE P (J B. Southern California Gas Company (714) 529-2889 Los Angeles, CA 90054 2191 E. Birch Street (714) 529-7070 1' Brea, California 92621 *Note: UNDERGROUND ALERT COIR ACTS: 0 CENERAI. TF.I.EPiIONE N b C. Cucamonga County Water District (714) 987-2591 SO. CAIJFORNiA EDISON V O 9641 San Bernardino Road SO. CALIFORNIA CAS COMPANY " .t / Rancho Cucamonga, CA 91730 CABI.P. COMPANIESDGTA1L A ; AD Iv/A0G 17WiVW APPe,0Ae4 l�3• 'Sl �n I t7 5j ? FL DETA At. "L.. t . wi cE '? PROJECT LOCATION MAP �+I v v� ('3 � v ' 5 O � 7+OI.o7 N><11MA p � 11 11.70 (k ti 0 a�>L � �,� tij M ��• M � c o Qp. CITY OF RANCHO CUCAMONGA 4J�oy�. I o7:Z9 TG Q ,��4��� H ��`� %��. ���y' BASELINE ROAD 2�,01q ,. lel, Ft • C�o't�) se a W HELLMAN AVE. TO 560'4 FT. W'LY KiT° '��• -'l"�""�foldV Y,-,4V -see_- BASE BITE IME HELLMAN AVE. �� BASELINE ROAD TO 3601± S'LY. 10, -4 10 ( C. U. P. 88-46 ) - y APPROVED BY ! R.C.E. no.?2s � vil! DOIILEVARD JiCITYENGINEER _..- - fD T E ' -FOOTHILL 1 ROUTE C6 1 / ��� AI �uTt1 C/ri �. DESIGN RECOMMENDED msC9'LS" Z St (sp 13nSEu�fe SIXTH STREET ' . �f . / DERBtSH. �rn1eNcfxe ASSOCIATES. `? M 711 1'70 8331 C'TIC1 AVENUE SUfff ISC DRAWN SHEET R. C., CA 91730 ('141987�IQ6 DETAIL "'J8"; AeeeS3 PGW D 00<FVW` APPAOA GN ZEMDVA4 * ,� �. ' OF4' - rN� •��, - SAN BL70LIAIMO 1 10 1 FREEWAY CHECKED ORA1R 1kG NUl EER ban11e-e cue ra G`TY R C .Nu. 29:24 Exp.Darr 71 Date ° OZ RIVERSIDE BLUEPRINT - RIVERSIDE, CALIF. 61H T '�° • °� .. . ... ... H .... M .., .. .,.: .. .. ....... .... .. ., .w ..-.,..o.-«....:-..:_.,.,.,.-.. ..«. .m, ...�,... w r,e_., ,, w,a.M..._. . ,,, . ,.. :,M.,,. o .. ,,,a,.,..w.,,,....._,,.....,,.w..,,.,.>,..., ...... _,. -..N ..,... ,. ...... ,,...._ ..... ...:. .. ... ,>�,:. .. ...., ., _.,. .....>.,...,,....-...,,..,. .,,..•. 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P00140.05,ep r& f 3 4rxIsr1AJ4 T4. 4-01 T V � TAx1 lt. _ �ac7; s�� y • � i9 s W s I a� a � vie PROFILE SCALES HORIZ. 1" = 40' P.I. s 8!•A7 VERT. i" = 4' 36 37 38 39 40 41 10 9 8 7 6 1.I w k ell IT L L MA AJ 3 ` _ AVE o e /ue*04 � 14tl ` r >'�v ^ h - •v a ^ v x , b eAlF (� �i `�, v v �i � 1Q �• h Q h l 00 b v t�v ! h v � �A L _`*Imo`v Jl'` vr h 1. ti �1 • 1. 1fi h "1 �U - _ _ �. G3 ` �... - Al. 89"57'SY• E. - -- - - - - _ _ _ .✓. M Ad' sS"W. _ ^ N ►: _ N / V� w S `� � � �� l0'1�1,�1• Exisri sTEFcr iMP,�oV• to -� sL ^17 / � '� 31* ME�uTs ��e owc, .va. 4n7. � S Co I — th c Z p•3 y" t r; 51 `�O G3 \ �t 3� r 4 - \ 5t G� I I ; / f J _ _ _ -_ _-- • Y� ✓334 "IST. EDISori Y4t1LT - y. � � bt) ; N z 3 G� k W �� v i - 3 4 v 1� v N W n M S �• o Q o i a ♦ Z 60 _ � � `.. Z k •� Z l �4 � � \�� �4 \ Z b w� G2 '�, p Q V` -ria '� � � � � W V Id pt n t � � �' �. .1 � lY �i v a N, a' r• � h h 11 y� � � 14 ~ �•0 . o � \ � '•:, • d 5y ,rqvi h Inv PACCEL MAP W ~G3 ,75 IPA KeEL. S ) Z. ZZ SEE n,4A! LEST S TiPEE T �Oit/S T�t'UC T/Oil/ ii/O TES SEPS AZA41 ,e14HT KEI,ADVE EXIST ASPHALT GoaiGRETE PAVMME1JT eE1vt0VE EXIST eufr* 4 4uTTEZ Z IFEMOVE EXJ-5T WALKWAY / WAtJD1 -e4P RAMP. a—¢EMOVE EXIST• eATGN BASIIJ PEtz aToet,.1 at2AIU PLAQ6. ea=MovE EXtsT• CoAJGv-t=TE St�1e- 10I✓TAI"IIJGt WALL. , ss �MovE Extsr �iZh/E APP20Ac�-!. CITY OF RANCHO CUCAMONGA s!. fZELOGATE EX IST STL"EET L14WT TO MOT6D �-TATIONl• (-4&411.97) 9? IZELOGIITE EXIST. SLOW - OFF PER WA?E� PLAti.I. PLAN AND PROFILE s: CON3T21JGT 8" 6U2S s 24' 4JTTER PEIz 9.e. �Tv PWC,. No. �5e3. BASELINE ROAD o--�olJsTeLJcT GGMMEIZCIAL DRI�/E APF'0-0AcN3 W- OoTEv eu 1PLAU. HELLMAN AVE. TO 5601± WLY HELLMAN AVE. Go GDLJS'rJ?UGT GyJ�V1LJNELIf� �tDEWALK �Ee re-c. STV. �o�. rv•5 } BASELINE ROAD TO 360'± SLY. �i 11J5TALL I&000 LLJMEI.I P.?S.V. ST2EET L 4&4T BY sGE. PAID Fol { -ZICMVI&JA-rE BY PFVELOPE2. Z 1I�JSTALL STREET TREES pse Ze, STps. SEE sT'2EST -reEE ea"ST MOTES f -ME E C.U.P. 88-46 TYPE MoT)=S , S}JEET I 3r 4 G3 HJSTAL.L 3" Ae OVESE W A.B. 111',,.•._. ., y �.� APPROVED BY r - t R C.E ?v DATE 2 3T N Y 3 M 4 T1ZA1J5. s G F GATT w]S . E _ �`-� iA15T �L Gls IJG oPPt AN TIME PES L. f'E 1 ► o ►+'1 _ CITY ENGINEER �� `— 22397 ljO---Ce J3TiCUG T L/MDEe- WALE DQi4irtJ OE,e •fit. Slv. vW4 AIo. Sol Ape A a0'. \��� DESIGN .)f Kti1`?ii. -,t t F:t<A 6t lltit ill,A(i.;�, It,i RECOMMENDED A GG IAJSf/>~LL 5800 L 14-PS.V. sTM9T L.1419T 811 S.L.E. PAID fbIE T aee2�1�•1RTE(7 OY PE�IELOPE1e•. �� ,Q No. 24224 ` "l`• CIVIL ENGINEtRS G7 coN3TLUGT 1•IAP1t71 - cAV cAMP FEQ J'G 5117. rwl. 1.10 31D- \ N 8331 UTICA AVENUE SUITE 150 SHEET � R. C., CA 91730 (714)987-4306 2 OF 4 CAL1Ev1111, CHECKED — _ — -- DRAWING NUMBER � �,"Aff"'f Dante1 I. REGISTRATION EXP. 3-31-90 — GJTY RCE No 29224 Exp.Date 3 � Date