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HomeMy WebLinkAbout326 J Q 3 BENCH MARK: CITY OF RANCHO CUCAMONGA ELE V. = l3eP-.l 3G �� 7 I B.M.'*100-8 AT THE S.E, COR, OF TURNER AVE, t BASEL..INE AVE,, 34' E. OF OF 3 TURNER AVE. t IG S. OF 1✓ OF BASELINE AVE., FOURD U. S.G.S. BRASS DISK IN Q ; 10" DIA. CONC. MONUMENT 5" ABOVE SURFACE. to r 7 7 I so N e �hJ ,� 0 GENERAL- NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCEWIT" THESE PLANS W o v 1- ; ti ii h AND THE CITY OF RANCHO CUCAMONGA STANDARDS ANO v � 19 ' V - SPECIFICATIONS. c 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND (TELEPHONE N OR POWER POLES,WATER METERS, VALVES, HYDRANTS, ETC. ) 0 0 + N m m urea ��_ SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE LIMITS r 0 + �- �ac.TOPcvaB OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS DONE In + O SHALL BE REMOVED OR RELOCATED AS REQUIRED AT NO 0 �:� CO5T TO THE CITY OF RANCHO CUCAMONGA, IT SHALL. BE THE �y DEVELOPERS RESPONSIBILITY TO NOTIFY ALL AGENCIES CON - ® o �' 3 0 ' _ C E R N ED. to A , 3. CURB DEPRE5540N5 4 DRIVEWAYS(APPROACNES) S4-IAL.LBE IN ACCORDANCE- V d' 's WITH THE CITY OF RANCHO CUCAMONGA 5TANDARXDS. ' 3 Q �� 9�� MP. 4. ALL WATER, SEWER, GAS, ELECTRIC AKD ETC. L ATERALS SHALL BE .i U INSTALLED PRIOR TO PAVING. C6 5. ADJUST MANHOLE COVERS, PAVING REPAIR t PAVING REPLACEMENT O - i SHALL. BE IN ACCORDANCE WITH THE CITY OF RANCHO CUCA- �_ MONGA STANDARDS. V m ��; h� N o --- � 7 '`-EXIST. GROUND C W. 0 G. CITY APPKOVAL OF TM5 PLAN DOES HOT RELJE•VE TNEDEVELOPER, OF PESPON51151UTy 7 m Z•LZ /o / r, FOR THE CORRECTION OF ERROR OR OMISSIONS V(S(OVEKE:D DURING CONSTRUCTION. r + (n O R s co 0 2 THE STRUCTURAL SECTIONS SHOWN ARE 141 4tMUM, AV 't"RF- COMPLETION OF ROUGH U - IO c�i =- O " GaRADIN6, SOILS TESTS, IfVCWDiNG "R" VALUES SKA.I_L +3E TAKEN ANO A MATERIAL t- C7 r r 0 � REf'nRTSKAt_L BE PREPARED MY A 00AL-IF16D SOIL4s EtAdINEE.R . TitE R•.PORT ,��� 00 PROPOSED TOP NEST CURB r. + 0 _� -SHALL. COWTAlty A PROP06IaD 'STRUCTURAL SEGTI0K AKA SRAL.L BF- 906MIT-TaD +0 00 \� Q _ r 1O 'l TO THE CITY eNGINEER FOR HIS REVtCVQ AND APPK0Vht-• _7 0 (D v � � 0 + 0 N_ O(�� � tQ 0) l 90 v e�Pp r✓J e O �� �X/5T/NC> SU�PFAGE in ,t,P e><. zd"Gua1i 2 R� 2,X„ W.iL , OF 0 88 + 14 m aa' 44 i z' 32' 3 z� 0 �� O m v + z + 0 RF-MOVE EXIST 244' elN o N O ^ P/�ZOpOSEl7 A•I/VISN SU�?�AGE � � �I O0 •II' RVBB!_E CURH 1 o 4. N 41 Q' EYIST. GROUND I I I 1 f4- 00 0 4- I29O ti10 0 ti In - 0 Q O + V) O �\ Zoo `b _ _ _ _moo ro 22�io + O + OD00 r V v t O L./ ! PROP Q2tVEwAY I- I I CST,%.. C_f-a[) e g STA. 5+00 TO STA. 7+O o PROFILE SCALE TYPICAL /2 SECTION 1" = 40' H0RIZ. SCALE: I"= 10' HORIZ. I" = 4` VERT. I" - 2' VERT. 0 I 2 3 4 5 6 -,� 8:3 Z PLIII AN SCALE W W IIII 44` , PALO ALTO STREET ,"� = 4O' 4 3 SEE IMP PLANS TR. 12772-1 3 3 0 N 1z' Tell 3P_ 3Z' 4 o "0 �t N N ? O` PARCEL 1 30 30 — --- 10.5 REMOVE EXIST. 24"1030~ 12' IZ ---- -- — RUBBLE CURB A , N PRdPOSEO POWER T---t- i 0 W ci Q P.M. 8298 t2 ts' t8 12 r >J W POLE LOCATION 2 r {� G"CLEARANCE. I 4 4 a Q PA R E L P Ivf. 2��F �' �- N Z , ""I �+ 0 cx 0.5' v V Q \ U P Z I 0 EXIST. GROUND L�, v )- W oc 0 o U a 0 0 li .4 W ci II'.I I I Q 3 v a ,�- 47 tY ►,J R' p I I E!/EL L/NE � i TURNER 0 v - wm aN IIII oN m a � r3 �� � AVENUE � �11 (2 , .. Z > m r � r- u I I I I) N w r 3 � co !c/ U co m - N Z m J t I /0 �`1 ;/=. I \ f ao 0 � co F- � t2 W III I( J. I_nQ rr; �A � O © ,�J © �,� j Z I /6s O z W- 0 z Ir O I=t—,� =o -� + z 10 - 15 O Q7 l2 In 15 N i 2 C + 1- 0 U 00 L•� EXIST. 5' Li BLociC wAl-l- W N # m I �� \ w �`� 2 # ik 4 Z O � va+' O m 10 6,, o t4 + �' I 12 ,� n 9 Q' a +' 3 O Z + 7-40 E,K%slr. S' CONC.. SIDEWALK cl �.'� ` I 0. 384.56' Ct: M s U W )-- o� ,eI ti I _ ?.2 /o yF• I 00 EXIST. C G. O'L0a(,� C NST. COtVC. BLOCK vi sr,qc.� h, /C ro • �. 0�' �o _ o �,0 4 ALL TRANSITION r •, GR,ouT' GAP �� `p1 I ��' �L � 0 � _ � � ! _ • • O SEE SECT 1 O N ►-•t �. '�,,'Z '.,'� I 7T 6 12"5 ,N 12" S 1p -N 00 5 , - -- "`� 4 STA. 0+00 TO STA. 5+00 a Hoa Imo' 3g 'w >v � 699.85` . TYPICAL. 1/z SECTION EXIST. 12" C. k G• B i SC AL E: I"= 10' HOR12 - W d W EXIST. tZ CuRt3 i W W ` I N O G*8-IG CMV BASE L1 NE AVE QW tz w ,1 - I " ## 3 ev 24"o.�. O LOCATION or w �Q Z 10 I /2 MPRO EMENTS 1 +40.00 TURNER AVENUE m 11 +09.61 PALO ALTO STREET I G>zovT A�� 7 CELLS 501-10 Q Q j PROLECT Q U) CHURCH '•r 6" 3' 24 ,E NOTICE TO CONTRACTOR : N OMIT HEA 1 " 1/2" RADIUS Q ; JO1NT5 32'o.C. /2 RA01U5_ �' THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE COMPLETE p Q PROPOSED RESPONSIBILITY FOR THE JOBSITE CONDITIONS DURING THE COURSE Q. u. 0.2 S' A,G. Q O Z ;. EST l M ATE OV- Q U A NT ITIE.S CONSTRUCT ION NOTES OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS - � Z W rN — DESCRIPTION QUANTITY UNIT Of PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY k NOT BE LIMITED TO NORMAL. WORKING HOURS THAT THE CONTRACTOR SHALL N ; "A Q CONSTRucT 6 " A.G.PAVEMENTCSEE NOTE N0,.7 36,V 0 SQ �T. , " ' ' ' ' ' Q REVISE pt,Ati[ t'Faz GalJO1?(ONS of DEt=END INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS ;a::.:.:,o: .:- m :d 0 FROM ANY AND ALL LIABILITY REAL OR ALLEGED IN CONNECTION WITH s •. a ... FOO tLL BLVd. APProVAL nee P.M. ®Z�8 AJ P_ CONSTRUCT ZO" CURB t GUTTER PER STD N� 304.(mooiF'IED) 586 L .F. ©® , o --- — — - THE PFIRF'ORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY " " 3 COhiSTR`Ic-t' DRIVEWAY APPROACH (3"A.G.) W= 1z, I(og S P'T 2N ATL SO11 OR lZ RADIUS _- 4 ARISING FROM SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. V IC I N 1TY MAP 4 • : '. . , ; " 4 CONSTRUCT 3 CoNc. BLOCK WALL. CSEE_ S�GT►Oes 1-1 28 L.F NO SCALE. _.._ -----------.__-___.._--.._ • � /! 5 REMOVE EXISTING A. G. PAVEM'ErIT 250 ® Revisions Pre arccl b Lane A55oci8feS - 902 �/ SQ PT P y; 9 a-►, Sf. , Upland , Ca• 91786 7/4-98/-s�02 S ECT I ON i- I CITY 1=060415rE PATS A'• A' ; : e.:'.: :. : A" �` G REMOVE EXISTING l2'' � 24" RUBB>_E CURB -Ti6 L.F. REVISIONS PREPARED BY: BOYFR ENGINEERIRG CO.- M50 AIRWAY AYE. STE. P1-2 - L95TA MESA CALIF. 921e2Co - (T1�F) 9GG -08D9 #'C): Z*f3f39 t D• a �' ' 7 RELOCATE POWER POLES CBV O-r"v-PSS _—_ Q; I S CONS t F2V GT A•C. EEA-r"E7 FZ C CAP (SEE TYPI CAI_. SECTION!) LUMP SUM t-,S. W.0. NO. 33 9 GO1157RUCT 4" 1?cC. sl t;wacK n. No. ,o - 31, J.M. WILSON, CIVIL ENGINEER FI ELD BOOK REF: IOG/ ►21 -125 C I T Y OF RANCHO CUCAMONGA I _ D _ ST 3 et 3 .432 5-� ©® ` / 387 N SECOND AVE. UPLAND, CA. 91786 PLAN AND PROFILE O F 10 GONhYCUCT M6171FIF-0 Co"CW6 000- A40N0l.I-rHIC W1510EWALK PFR srp.NO. 301 590 I•F �3n (714) 985-2885 ENGINEERING DEPARTMENT ROAD NO. �► 11 r-EMOVE EX1571IJU FC.C• PAVEMENT /7,,200 5-F DESIGNED DRAWN HECK APPROVED BY: 20 CURB GUTTER DETAIL. 12 INSTALL X00 L STREET LIGHT 4 >rA SCALE: SUBMITTED . BRAYFORp TURNER AVENUE- 13 INSTALL STREET TREES (PER C!T I STV. GOO) 14 EA • I"= 40 ' FILE N 0. � RECOMMENDED BY 14 CONSTRUCT VARIABLE HEIGHT CURB C &" TO 18" ) 22 L.F. Q /L� ® Revise Cu►-bAom Sfa. 6+92 fo (+99.97 t3 T R 12772 _1 JOB N 2 ADD PALO ALTO ST. WESTERLY CI E I E R.C.E. 23889 DwG ' 15 CONSTRUCT BLOCK WALL PER STD. 811 H = 2' 358 L.F. � OME M. WILSON R.C.E. 17788 ' ' I6 CONSTRUCT 16" CURB GUTTER PER STD. W 3o3 (MODIFIED) 6add s-w "c...b Pcc rcnlovals Six `���_ _ ' ® I10-6578 DATEP�?ilea MARK REVISIONS APPR DATE DATE P M. 829$ SHEET I OF