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HomeMy WebLinkAbout853 { �4 M SET C///Z74 O CE/VTER OF CONC. �' v v b to b N �. ,� "" SLAB ON EAST EDGE NWO RAMONA Li 41 N o� �° �0 �• � �• ± 4N0 ,BASEL/NF- i � � fL E✓ = /335. 595 6NRAL NATES i i 7'oP OF EX157- WE.�T MAW 1. ALL WORK SHALL BE ADNE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STI�NDAROS II. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S i SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE STANDARDS AND RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 0M SPECIFICATIONS. h TOP OF WEST CUiPB N 3 6 3,/0 gl}% H R Q 1Q. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE f DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE j ^ 3 p. ALL PIPELINES OR SUBSTRUCTURES DF ANY KIND. TELEPHONE OR POTTER POLES. WATER METERS.YALVES. \ 000/0`P __ 4` r30 FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PIANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH 1S NOT SPECIFICALLY L?STEP N , ,^) ADJACENT AREAS WHEREUIRED IMPROVEMENTWORK TO BE OF DONE SHALLBE RELOCATED OR PROTECTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK, ,_ �0 Q 13, STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 402 SHALL BE CONSTRUCTED l_ 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND AT EACH INTERSECTION. - WEST SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR 54 \ �..� INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 14. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION M tv) OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON R1 0EST THE REQUIRED PLAN 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL, TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. 15 ►� '1. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, ^, 1 � � � f!1 � � j� 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL � SET AT THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. {p (h N ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT D ^ ti0 � M `, N NOT MORE THAN SO FOOT INTERVALS, ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER 16. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. Q (A ^ .� ^ N AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: n ���� G. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS,MAINS, OR CROSSINGS SHALL A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT TS N �- -� b BE CONSTRUCTED PRIOR TO PAVIN9. MR. BOB STALLINGS (213) 969-2718 �) FOR BASE LINE ROAD CONSTRUCTION /.�80 N �, —i"�' y b 13$0 7• COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, tRENCH BACKFILL, COMPACTING ORIGINAL GROUND IN O \ \ AND ALL SUB-9RADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN S. ' GENERAL TELEPHONE (800) 422-4132 b O 01 REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENSINEER FOR APPROVAL PRIOR FOR UNDERGROUND SERVICE TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. p� a1 l�► C. SOUTHERN CALIFORNIA GAS COMPANY (714) 52'-2889 V b M M 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. 2191 E. BIRCH STREET (714) 529-7070 7VP OR f�P5 \ —� LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF BREA, CA 92621 d� ASPHALT PAVING, s EAST CURB t 0. CUCAMONGA COUNTY WATER DISTRICT 014) "7-2591 t1! \ S. PRIOR TO INSTALLATION OF ANY PAYING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER 9641 SAN BERNARDINO ROAD Q �o �1. N \ LISTINGEQUIVALALL NT OTESTS SROR DETERMINATIONS COMPLETED TO VERIFY! R-VALUE, SIEVE ANALYSIS AND SAND RANCHO CUCAMONGA, CA 91730 7aP �F� b E. METROPOLITAN WATER DISTRICT (711) 593-7474 O ry 4, Q ERST CURB N 10. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, tHE SUB- P.O. BOX 54153 1{I GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS LOS ANGELES, CA 90054 n OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE 2 tr/� MATERIAL, F. PACIFIC TELEPHONE COMPANY (114) 999-5639 ✓(.i/ N 1 j pf�dF/l�" Sl:�ll F ,yoRiz ip� moo' 2j5 Z/6 V7 2�8 2l'9 Z2o PLAN SCALE CURB RETURN SEE gq,EEr No. 3 40,iRE77/R/Y � R=35' R=S5' G = 90'00'00" a = 94'00'00" kI k I. V �, kI ��— 4' t=G.G. Stt �ve�� - - - - - - - �g t oo 30• 30` t C�,cX��.F. -C. W r ! ^f 000 S-i'Q> T - f I � 4� 6 EX1sT. ,BUMP/EO - VTELEPHONE CABLE C,&cT 8 � b Ul�.1GT10ti1���T-iZ - - —— r- • EXisr ccuRe N - N �Q� �.G.P3T1 t_.t= 7' c�. ` GUTTER —E 1ST. 6 wArER h A,4'Ch1/464[0 �3 t3 t� 6 NJ s-rt����- �►�HTS 7 Ea. t• cv _ _ N/°06'43"W ,_s.M.a. -EX15T. 8 SEWER AV�NUE N 21� ` EX1sr. E.P y O M EXiSt 4" H•P. GAS x°� �'� � o N b •. •. 2�6 �� •. FUTUf�E C_Uh'B�6UTTE�P.�E'P • . M � ._ �j TR.Na. //797 e RA4! &0. 665/ �I No. N CO/VSTIFUCT/ON NOTESul rr-O),�'M CONST. 4" A.G PYMr OYE.P /O�i9GG. BASE it02' 2 -- CONST. 8" P,C.C. COR8 f` GUTTER PER C/TY STD. 303CONST. 4" P. C.C. S/OEWALI( PER C/TY STD. 311 CITY 36 36' /4 44 CONST 4 P. C.C. S/"OEvti/9LK E` RAMP PER C/TY SIO, s/o DESCRIPTION OF REVISION DATE APPROVED /� SCALE 2' 32' 5 —CoN5T P.C.C. SPANDREL e GUTTER PEEP C/TY STD. 3o8, X = CITY QF RANCHQ CUCAMQNGA N `I9.5� 65' O-- SAWCUr(sEF_ �''YP/G,4L 5��r-,ov NE,eE-O•Va I i PERUxevcryNo.0%79 7 S FEi9THFiP O7 — REMOVE EX/ST. CURB f,` GUTTED PLAN AND PROFILE AFM NO. 665/ 8�--- ,QEniovE Exisr. S/DE,�YALK ' ARCHIBALD AVENUE /a Pte-1� 6 CONST. STREET NAME S/6/V PER C/TY STOS. 4o/ `'402 BETWEEN /96 SDUTf� Of LOM/TA COUf�T �4/VD LD."�/Ta C!/UfTT Exisr, p EX/Sr• PYA4r / ?/!/I NO 7827 GR0llND STORM ORA1N If Ex/sr, cRoaND sHEEr Na. 4••- APPROVED sY DATE /0�3/-$ I CITY ENGINEE RCE NO . 23889 , TYRE ,4L SECT/O/V DESIGN R£COhSEN tD B�95E [i�F RoA� BARRY SU -RAY ENGINEERING �obs. .�.ar A1?CN/464[O �9 VENUE �"�'' 131 W , GREEN S T, 7 = 9; EX/ST. "R- VALUE" = 55 I DRAWN PASADENA, CALIF , sHfEr_ INDE'�/ A AA P BAl�RY 91105 ( 213 ) 449-1226 1 of 5 0 v' CHECKED .CE NO17072 DRAWING N0. • S3 8 a J 9d 0 J T£ FILE NO n 70/-002 -O _ gg x [ MAl. X / SET CH/Z a d„ CeNrg;# Of CONC 0 WEFT` + N d1 g _ SLA ON EAST EDGE /V I�YC iPAMONA : AND .BASEL/NE• 0 `w W re 76 ! ; EL EY, _ /335.3°55 yf p M "1 01 N M �0 th ti '� �o TOP DF l►i ` ly N '1 ti b WEST CU,?S t �0 .1 , i a `, , a � - e h 1360 , j A 1 B ti e ro ` WEST CUiP ;� � t ^ i. b : : 'R � to � to �- + i '� Au ti n OD �o �0 O \ j � 4 �o 1, d � h ► �. I ti co � ti m , n n slo '{. �i p t� EX/.3'T is L1 i N N t � O�OF WEST CU�PQ , , NN „ b $ f , , - a , 1.#6D o l o � NO O M r }} f J i Aj PROf71 F ,CALF 40 a = a I I VEFrT / 8 - i 6' , FLAN SCALE _ Ch X L x o W i 1 Ex/sr coroc. �, �-� I EX/5T. • BUA?/ED v alOcK wq« ��"'H -_ TEL EP/�ONE-CABLE EX/ST CURB 20 6/� EX/ST. v, WATER Pi?OPOSED 24"iP,CR, ,STORM O,e,4/N' r�1' h l 2 b p SEE SHEET/VO. 4 ¢` GUTTER ^ �I�II �} 6 �• ,. EX/STB SEWED? M.v. -�S. _SM.N.• N 207 2oB 209 4 .i 210 2i3 y ARCH/BALD_ AVENUE FU7lJRf CURB Gc/TTER PER EX/ST -4 /-/.,0 6'A5 t I Xb TR, NO 11797 �` P,M• NO. 0651 v o H N Q IN CONSTRUCT/ON A(OTFS DESCRIPTION OF REVISION CITY — CON5T, 4 A.C• PNMT OvE,P /O AGG BASE DATE APPROVED ' 2a-- CO/VSr. 8"R, C.G CURB f` GUTTER PER C/TY STD. 303 CITY OF RANCHO CUCAMQNGA CONST -'-”P.C.0 5/OEWAL X PEEP C/TY STD. 3// 1 } �-- SAvYCUT(SFF TY.a/C,qG SEGr"/�iV Sf�T !� PLAN AND PROFILE ARCHIBALD AVENUE BETWEEN 4 72' AFORTH DIC BA5E L/NE ROAD AND 833' NORTH OF ,BASE L//VE ROAD P114• /VD• 78 2 7 APPROVED BY DATE Lo-3/�j/ CITY ENGINES R.C.E. N0. 23889 DESIGN RECOMME DED BARRY SUN-RAY ENGINEERING 5,bs, _� �� �fvgin_e DRAWN 131 W. GREEN ST . SHEET 0 PASADENA, CALIF . 8//RRy 9 105 ( 21� ) 449-1225 2 of 5 o CHECKED R.C.E'N0. Immov DRAWING NO. 4 E_,�dns/fid FILE NO.— '701-00?-,0 O.70/-002-D ior - - - - - - - - B Tj I /90 99 t; ` 1 M /D/ so'v.C. �. oN cuRB °/`+ °/4 °/4 °/4 I SET CH/Z o V � ' � W � ` s AB N �� CENTER OF CONC. 66, 5L O EAST &o6cNwo RAMONA I URB AND BASEL/NE. ON C ! O d; h b a004m f[EV. _ /335.595 Vi 41 � � 0 I Vi b h NaRTH l� i. M 1 t 0 M 0 0 j M � 0b1�° q�^ � �M N -k� I pcb � u �� ��' ^pM vN � � /lORTHf.L. n �O M GO' YC• g.58 ch NZ /o TDP OF NORTH CUR,3 tb M m 13$0 VARY Hr OF CURB FACE 0,V,C. ON CROWN LINE VIN j 0 N N tl c�1 d ^ tL Q1 �1 Q1 0� 0� -^ s. M 0 Opp p 0 O A6ot+STRUCT'iotq (•TOTES FOR IjTREET TREES : F 3800' � � nNo; °�� � o� N M �` M m �' hl O �'�\I `}` `� t1j 0% m I . ALL STREET TREES ARE TO BE PLACED IN i0.CC'ORDAil10E WITH \ �0 M t0 i` 'i• 1• Q) '�. CITY ST/�l�1 DA Rb 641 . ; i O W ---___ --- 2. ALL STREET T-5F-S Si•4ALL. BE STAKED AND PLANTED ACCORDma O CRD N L/NE __� 2./O% _ TO CITY STANDARD G05 A. F.S. 6•D'yC• 3. SOIL FSPT1L1LING ANO CONwrjoNtNG 41144.1-L 8E IN ACCORD.&NCE se . 2p0j6,9- 1f5` /DO V.0 # /J�(� WITH SECTION 212-1 .2 OF THE STANDARD SPECIFICATIONS FOR V I t' 54.98 FU6LIc WORKS CONSTRUCTION . TYPE I ORGANIC AMENDMENTS TO ON ['URB ON CURB Li i 3 poRTS WATIVE 501L . ALL AMENDMENT5 AKE TO BE THOROUGHLY CROWN L/NE F.S. 161? 4 J d/ d/ 4 4 /2 Li i 4 4 /4 /4 MtXE� PRIOR TO BACKFILLINf3. n j W E ON CURB So' c. O M "' m �lj N N Q� N 0 a1 Li 4. FERTILIZATION OF ALL 5TRE�T 'MEMs SHALL 8E PER THE 323/' �o Z�35' /2.S /P.5 /ZS /Z5 V O M h1 �0^ M (� i p 0 D 0 Q1 Q �ti @ KEGOf�IF^EIJDATIDNS 01= AN AGRONOMIC SOILS REPORT FURNiSHEO Q�. '1. 00 Q1 MOp i ^ �• O TO THE CITY INSPECTOR . CATCH 0 p '� d' 0 d ti n �h Ih �. �• 0 �. '1. r. �' n� h ti , A4 5/A/ ^ p a1 .5'OUTH f ` \ \ \ \ `.\ \ t �o b ih �o ch 1, ^ Ql �j 5 NO STREI=T TREE sH4LL I PL4NTED wF t� THE C�NTEIz OF 't'NE TRUNK l5 CLOS EK T 4AN TPIZE-E FEET (3') TO THE FACE OF CUR$, V N - V � Ci co O tb UNLESS OT4FERW(sl tJOT�D. j 0 k. ^ M M /8B TREE TREES CT NS CT(0 N n n� it 41 SOUTH F.L. ALL S T T ,ARE SUBJECT TO I N AND n N n V \ L N o M Ci ACCEPT&NCE 15Y THE CITY ENGINEER. t � M � M M ` 1380 \ \ N a.9 n� j ti I J I VARY HT. Of I I i � P/�OF/LF .SCALE I VERT. + ' y ` ( /17 re PL A/Y 5"LE /= 40' CURB RETURN 10 Z CONSTRUCT/ON NOTES PROF/L E, 1� 52' 50 /378 08 / Cb. �/t v.4RiEs /3/7.4/ 13 CURVE OATH N'L Y S'L Y [� = 54. 9spoco80'/ lk ro 36' • Ci V I ?_ CONST 8" P. C C. CURB 0 GUTTER PER C/TY STD. 303 d = 50 // 52 •I - ' p(y N. * R= 230;, L = ZO/.51' N. Cb. R= 2/8 , L= /90. 99' q1 J'F I � �6� � CONST. 4" Pee C. S/DE�VAL�(' PEEP C/TY 3To. 2 C\,� p R ! zoo ' L= /75.22', T=93 68' \ � 13 3 �o C b. R=/82' L =/S9.¢S' 0 N M 15 8S• R /70' , L =/4,9 94' tiII to CONST P,C.C. DiP/VE APi�iPOACfi/PE,7 C/TY STD. 306,ICONST CATCH .Bo9S/N NO./ PEEP C/TY STD• 502, w=/o t/=4./80�580li v /2 CONST LOCAL I0ERiPESS/ON PER C/Ty STD. S/6, CASE "CJ „/3 CONST. ¢ A.C. IVMT. OVFl? COMPACTED NAT/VE 50/L ; 14 CON5r STOP S/6N PFR C/TY STD. 402 j2 °5 '/7" COURT 1332 Q Q 15 CONST. P.C.C. DRIVE APPROACH PER CITY STB. 30G, W=351 �NBB 3 E © J(G INSTALL STREET TREES � L1041/D,4MBE!r' ST✓h'.4C/FLU.4, `fl' `' /5 GAL.) =E;F ST1F e,5 Tfr'EE CON✓TiA'UCT/4/1/ NOTES' �b 1. 1,� g3� I 2 I °° 13�e�'- '�53 93 HEREON. `s_ 131��3 ., � '�, .�385 \�, ►ti /0 � 0 SBooL I 580o Q TYP. •L c Q � -' eh- Cb 1380 OL „ ` I -�,, �� •0 I /� STREET TREE LEGEND �' r1Qn I STF_EVT STKELFT TREE -,FACING QU,&NT. SIZE 3' i �jIQ I Ns ` LOMI-M CT, Ll4UIDtm5ER 5TYRACIPLU4 30' 6 EA, 15 Ga L. C .38 IM � II 6• a=443a S3 R L =2957' 0. ��B¢3 � fl I S � o O CURB RETURN I II _ 35' I CURVE OATH \ 15 d _ 90 00 00 \ I II Q ,o `b /1380 66 G =/6c,00,00" o0 0 NtK 13 9 Cb. R=/0o', L=3/.42' " SEE SHEET NO. / 4 ER, D/W APPROACH AND STREI`T TtZEES g u*4 a � I PSR C.U.P. $'t-2q BY I4�ESTE�PN PJ9C/F/CENGG. � `�''�""W FOFr' CUP 87-29 CITY DESCRIPTION OF REVISION DATE APPROVED $ . 5 _._,. \ 13 0 o a�2 �1� h� Go /o � \ CITY OF RANCHO CUCAMONGA SEE DET.9iz _ �'� o� �� �o v C�POWN L/NE goo PLAN AND PROFILE \ SBDOL _�¢s¢9��~ 0.5" 4' 7.5' 9' 7 S" 4' 0.5' L 0 M I T A COURT _ k 1 M c�' 1,777./2 I I WILY O c ARCI !6ALO A VENUE CURVE DATA � i3I.32 d=/98000'00" sLo i7' ft. PM /�• 782 7 CfJ• /P = /3/.32 �2 \\� s E ff. LEVEL D• UNIF _SLOPE At R=so' , L= /7z.79' 9' �\ 029 0.29 APPROVED BY DATE �d=3�-�� \\ / CITY ENGINEE R C E NO. 23889 STORM ORA/N 3 3 DESIGN RECOMMENDED SEE' SHEET 5 S -RAY ENGINEERING gibs. der _ QAR,PY 131 W . GREEN S T. --� I_r- `''ce*' 11d PASADENA , CALIF. ' � Z DRAWN SHEET Q l`J T v)OICAL .SECT10N 6,4RRY 91105 ( 213 ) 449-1226 3 OF -r� 0 LOM/TA T CHECKED 17972- _ DRAWING NO. - xls , e R- v,4i-UF TE IB',4f-FIIE N0. 8Jr3 0