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CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES r �C-QNST. '9"-'I'i; iGK AS^PHAT3'I'-cv^"NG.GvVER ldaT yli(HELLMAN AVE. ) �.r+ ,^//A` L NOTESi 4 ;y 2 CONST. 3" THICK ASPHALT CONC. OVER S" THICK AGG. 5l BASE PAVEMENT (EIGHTH ST. ) S.F. � �-• AL.L W02K SF-t�Lt G3E OONF trl ACCO2rJ�NCE- volt-TN T'NE.S>=- a - - PLANS AND CI-TY OP RANCHO CUCNMON.GA ST&fAD\2OS ( - CONST. 2" THICK ASPHALT CONC. OVER 4' THICK AGG. ANQ SPECIE=ICA� IONS. BASE PAVEMENT (?NTERIOR ST' S. ) 3fpJ3(o-( S.F. 2ALL PIPE LIMES O2 `3UL3S-TrZUC`rUt2E.S O(= AN-( F, 3 CONST. VARIABLE A.C. CAPPING '1�.� S.F. TEL-GPI-GONE. 012 \�OWE.2 'POLES , Wh?Er2. METF_2S, VAL-.--VES, r HYo2At-rT3 ETC. SHOWN orz N.O-T SHOWN ON 71-4Z SE 1 1 O 12 CONST. 8" CURB AND GUTTER PER STD. PLAN NO. 3013 11341 L.F. PLANS /VITH N THE MMI IS 0>= -Tt-� 1S SU�3D1\/iSION IN ^IDJACEN`T A2G�:/-.5 WHErZE • IMJz>Q0VEMFz:::N-f w0'R-K 13 EIGHTH STREET, To ar_ OOr��- su/�LL r3C- rZcN10VF_D O2 RELOCA,?ED �.s SEE SAEET 2 cnNs ipp Acl\1g--G UTTgR p22 =rziiT TIgggi' )N �T�f' 12EQUIrZaD A-1" 1.40 �PENSE TO Tt-AF CLTY OF rL/�t�ICt-tp - CONST. CONC. SIDEWALK TYPE "B" PER STD. PLAN NO. 310_ *vl S.F. CUC�MONC�/�. I-' I 3. GOMPAC-TIOrI -TESTS OF �Mr ,NKMEN-r CUNST2UCTION IZ 13 14 CONS , ���s, s�l��w�lx 1. 5f WIDE AND 4 " >,���� s.�: -r2ENCH 13P,Ct<F1l~L, COMPAC�'ING O121GIN/\.L G2OUNo, LLJ1 1 AND /-.LL SUr3-Gr2.AP1E5 SHl\LL OF- PE2FOrZti EJ /�T NO CONST. SIDEWALK WHEELCHAIR RAMP MODIFIED PER DETAIL HEREON Z EA. COST TO 71-11^ CLTY OF 12/s.NCHO CUC/NMONG/_\, . A Warr-Tt`l,l 2 M PARCEL MAPrZEP02T WrrH 7HESI^ COMPC\C"TION -TESTS SHALL Rye Q I1 10 9 .11NST A -0- DIKE PER STD. PLAN-Nn- l i 7-, Noa1PTRa TO 61, 9;G14 LP SUf3IvllTTt=D TO THE= C(TY OP r,,/-\NGHO CUCAMONG/-\ /-.PP24V/aL ID210t2 TO PL.ACE.MCN-T OF r3A3E H SEE SIFT 4 ? ©-- CONST. CONC. CROSS GUTTER PER STD. PLAN NO. 308 5d✓ S .F. M/�.�'E21A1-S /�.ND/02 Sv2F/�CING 1 R-PT.ZIM No 119 MODIzIEg 29Rr- 1 4 W ACACIA 15T2EET � T � �1.. T1lE �SPpN S\F31 L1-TY OP /�.DJUSTtN G M/�N H LE. CQ\/F_2S, v+ iIFTATT. nN SFTFF.T NO ti _ ' 1, pAVINJG 2EP/,.L2, PAVING 1Z1✓PLACr�LENT Its CONINECTL0N ��. 5144-1 EXIST 40' WLYI-L SUZOIVi 3ION SEvu�2 �No W/_\-TC-::r2_ LINE. 5 6 $ WATER LIVE VARIES I 13 CONST. COMMERCIAL DRIVEWAY {W=VARIES,R= 12'� PER CITY OF RAMCuO . 1NST/�LL/�TI ONS WILL 131=. -f'1-II�- QF=SPONSI0I L•ITY OF EASEMENT CUCAMONGA STD. N0. 306 151 S.F. OvvN�2 AND �H�LL L3t�, /�CCOMPLISt-1ERD IN CpMPL.IL\NC�. b" C.F. " � Ce"C.F. All CONST. REFLECTOR MARKERS PER STD. PLAN NO. 403 3 EA. WITH C (-TY 02DIN/A.NCES. S WHEN CU2(3 rJEP2ESSlONS /N -ZE PROVIDED FORZ R/YJ R,w 15 CONST. RETAINING WALL PER DETAIL SLIT. N0. 43 L.F. _ 6 - f= I\/EW NS-r2U ION pr2t CW/�YS, C MPLE.T b2 �,Y CO GT ' WILL f3E 2EQU(2C0 IN ACC0rZC;1/ NC_'E Wk-r" Ct-Cy OF I N P:R,CEL P-7 AP IQ I Fit: ai.l � R'T F � Am � Com- ) �. I ( ( R.'7TRANSITION FROM 9` CURB 3 T TQD B4R I 4A PAI�ITGII WutTF I- " 3GUTTER TO O f.F. 6"CF '^ 2A,,1CHO CUCA.MON&/- STD . D2WG tT1C� 3010 ANO �� C.F. �1�7 - 1N5TALL &WIWE PER, STD. Fm mi. 1405 •' Z .; '' � E � EA. 2GLl�"TED SPECLEI C/�-TtON S lob I I Ig I I ( _ tZAtCHO-11CUcAmoNG� P2QorL 70 A M NcrE1G M�r�T 18 INSTALL DUCT WORK PER SO CALIF EDISOu SPECS WIT{I 49• OVER LUMP SUM 1- �.A�2`T�t2 a ((� CONST. COMMERCIAL DRIVEWAY(IN-VARIES,2 1')PER CITY OF KAMCH)�CLKAMNO. W. NQ Sao, Q2 CO NSTR UCTI O N WITH IN _rP E C I,-TY'5 EASE(\AEi�tTS r.------ -�� 8"CURB16UTTERO A PLAN 1"LIP MODIFIED PER DETAIL SHEET UO. 1 ��2 IF 012 IZtGHT3 - OF- 20 CONST. DRAIN OUTLET AJ CURB FACE PER DETAIL SNT. ND. 3 3 EA. -1. AQ EQ UA?E_ ST/NKES S N A L L r-3F- S E_T r3Y _FL4E C NG I N E E 2 Q 21 CONST. SIDEWALK BARQICADE PIR DETAIL R AT. NO. 2 � EA -T'O E'er,AR3lE_ `t-HE. C01�"T21�G"TO 2 TU CO N ST RZUCT ?l-1 E INDEX MAP P4RKWA 2' " - PRIVATE ENGIMEER'S TC) NOTICE TO COMTRACR'$ W02K. TU MaPLh.N J b C.F THE EXISTENCE'S AND 'APPRUXIMATE LOCATION OF ANY UNDERGROUND UTILITIES Iu SCALE 1 "=200' 14" Is r = 8'CURB 4GOTTER OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAIL- 8. SUIS - GrZADE S-TAl<ES, DfLIVEN TO THE t�/��/EI�/IENT . . ; : ABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING SUr3-GrZADE EL E�//�.-T1O1-1S, S1-1I�L_L 1.3E SET r3Y _rt-4E_:: UTILITIES OR STRUCTURES EXCEPT AS SHOWN ON THESE PLANS. THE ENGINEER C0N7T2ACT0Q_ Orz E=NGt NeErL. -THE STnKEs SI-1LL 8" �R/W ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR 13C SEA- T T ALL. I-AtI�1G`- , C0&r F ENT O �'/��/CMAND A J l'' A„ UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE L CFZOWN POIN-IFS W1"TN (N 0. 01 1=0OT ZE OF SUR3-GAD SECTION CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGA- ELEfW'010(-1 /\NO AT NO-T MOZE C=OOT TION COMPANIES PRIOR TO WORK OR EXCAVATION TO DETERMINE EXACT LOCATION i NTE rZV/-\ LS. AD0I-1.1 ON/-\\L 5T/�l•<ES M/�,Y r3E N E•E OE D MODIFIED COMMERCIAL DRIUWAII OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HEREON , AND A-r VVACZPCD O1Z VEWT`kC/-\L. Cur2vE ArZE/-S ._ 5U2) - 19 UDT TD SCALE i. FOR ANY DAMAGE OR PROTECTION TO THESE LINES. Gr2AO E STAI<.CS S H/_\L-L_ F,3E IN PLACE r�102. TO TO PErLMI-r SPOT Ot= &U13- C'2APf [3`t' ( IV 5PCCT(01 P>✓ -SON NCL . NOTICE TO CONTRACTORS �_ /-.LL SL=vVEr2- , Gh.S ANIS W4<-TER. MAI-k-45 hN0 LNTF_2ALS 7 u; d d a 2_�2 +� 2 z f SNI�LL_ 3>y COrl5TL2UG7E� TO CCL-a INIJIVI DU/�.L I�OT EIraHTN SIREE.1j. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED P2l t32 TO 4%i' � - TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL 10• /-\ T THE COMPLE7rl0N OF p/�.VIC2lCy, A ►�!l/�.TC2IALS CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL r2EP02-T- 5H/NL(- 13E- 5U3M\TTE0 TO TNC GL_P-1( ENGINEE2 SEVENTH STREET - t' SAFETY AND HEALTH REGULATIONS" OF THE U.S . DEPARTMENT OF LABOR, AND OF THC C\TY d� r�J-�NCKO CUcnMaN�n LIS-F1 N v s u WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS ' TESTS 012 DETEZNILN/-\-T"101`LS COtAPLE-FC--C) ?O vF2lFY (0 1 "CONSTRUCTION SAFETY ORDERS" . q) 2- �/ALUC, S I s=VC At�l/�L`( SI S AND �jANU w _ EQU I VALENT OI= AGG2EGATt` ON15F-5 . SIYTN C STREET �� fi THE CONSTRUCTION ENGINEER AND CITY OF RANCHO CUCAMONGA SHALL NOT BE- b) ST�,r31LLTY OIL CON-TCM`i' J�.NpS(E�/E- /� /�L-`(5IS RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR' S AND SUBCONTRACTORS COM Or= ASPH,IL"T SU G PLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE 4c CANC(2>~"TE l9 �;• ,; U.S'. DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF I1. WHEN ASPf�L-j COt�lC2ET1_ LS PLhGCU ON t�t/�.-Tl�/E SOIL-, INDUSTRIAL RELATIONS ' "CONSTRUCTION SAFETY ORDERS" . 'WHICH CONSISTS OF A 20Ck- M41Z?1=r-I/- L, TNS SUf3 - Gr2a.tDE SN/�Ll, C3E P2CPA2CrJ r3lC rzEmOv1NG ALL 4 24" CONTRACTOR FURTHER SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR tl+ 20C(C.S WHICH PrLoTl2UDC Ar-3ovE THC 5Uf3- Gr11_DE NU I, RS-(/-xLL EX\NIC)N JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT , / AND AL,L. V0106 OR. j�CP2CrS5ldT1S 5[4ALL_ 13E FILLF-D �O(NTS PE2 NO. i 1 S• INCLUDING SAFETY OF ALL PERSONS AND PROPERTY ; THAT THIS REQUIREMENT WITH A FINE C�2ADEp MAO� A Qv/�Lt`t"Y VICINITY MAP � -r/`I L, - SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS , �ETTC2 -THANSCALE=1"=2100AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY ANI2 HOLD THE OWNER, CONCQE 1 E ISTO t3E PL-ACCO Ol2CC?L`( ON SUt3- i CUrz� GuTT ENGINEER AND CITY OF RANCHO CUCAMONGA L l-)LESS FROM &MY AMD ALL LIABILITY, 0 2/_\DE , A SOIL 5X21 LAN-r QE G 157E2E O 1`3Y -T"G RAW Je NOT TO SC/�LE REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS E. P. (�. PO2 USE L)NDE2. A. C. Ott P. C•C• SELL (3F_/ PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF (�NIF�SZM/\LLY Ar�PL(E� ,NT THE MANUFAGTU2E2.' S R W 5U' W THE OWNER, THE ENGINEER OR THE CITY OF RANCHO CUCAMONGA. �ECO(�.SMC=NOr= D 2A?�- Fd�- �H� T=VLL PAv�MCNT g W WIpTH P2IOlL TO P/WING. 25 _ 25 1 43 2C�' S' � 30' _ 12. APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR P15 ENGINEE2 15' 15' 18' 12 FROM TVAE RESPONSIBILITY OF COZf2ECTIKG ANV ER202 OR 0M►551ON5 DISCOVERED DURING TPF= CONSTRUCTION PROCE55. 5' VARIES 10 1.5 13. PRIOR TO CONSTRUCTION AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM CAP TO WNER' II}yl�l�1 " ; TUE ENGINEERING tn!] DIVISION OF -IIE CITY OF RANCHO CVCAN\ONGA, NOTIFY THE CITY t _LG_V<=L LI1�1C INDICATED W.AN® 23 F /4': I/2LIP 1 , CVfACS AT LEAST 24 POURS IN ADVANCE OF CON1.1 STRUCTI0 • -' %// �`� V 1 -VAR 1 E;3.9�0 _ iii • Y •i /ire J� EX,. PAV'T I9 7 I ,� _ 14. NOTIFY MR. MIKE YAMAMOTO OF METRO. WATER DISTRICT AT LEAST 48 WOURS IN ADVANCE OF L2' FEA'TNER 2 rJ 9 ' �' N CONSTRUCTION AT (213) 62rO-42$2 , EXT, 432 . 5 3 5 TYPICAL SECTION �'. ;. ; . �'' 13106- WAL.K 15. CONTACT MR. JIM MAXWELL OF SO. CALIF. EDISON M. AT (114)941- -99(o, EXT. 213 TO ORT3111J CO�1STRtxTiD1J TYPICAL SECTION , Lp.YTO N STCLTc •T' E l G E-4"1'H STOE- I� ' ' ' • • SPECtFICATIDNS AND ALSO FOR IIJSPI:CTIOU, 2�v� 1(o• CITY APPROVAL OF THESE PLAN5 b0(=S NOT RELEIVE. TIRE: DEV- _ _ ELOPED FROM THE RE5POMCI61LITY TU COZZU-T ERRORS AND-0R. 44' Q/W So, RZ/W ��2v IA _ QhA155IW5 D15C-OVERED DURRIKG CON5T2LiC`C(0q . 0 S U' 3332' 25' 25' 2525 12.5' ' 12.'i' 19.3' S' 20' 20' S' i NOTE: 5' 20' 20' S� - �-1•S J / 1. PRIOR TO CONSTRUCTION OF ONSITE IMPROVEMENTS , THE 1 IU' I✓VTUIZ- t=- 1 ,i.p/> /a��r� CONTRACTOR SHALL VERIFY ELEVATIONS OF ALL JOINS TO z CONS_TQU CTION /- --�}�� I EXISTING IMPROVEMENTS AND NOTIFY THE DESIGN CIVIL 1.... C EX. WALL TO 2. 1 � All. TO BE REMAIN REMOVED PER PIAN -E O•Cvco 0.50 0.-3 ^ ENGINEER IF THEY DEVIATE FROM THE ELEVATIONS SHOWN ' '4:1 IS L FVE� _ _ �I►yE '�A .A OE /-\i � ON THIS PLAN. 0.44' �A9: - - oAc • ��/a: _ _ . - WPE5E 1. Ct-INIR I2/�MP LEVEL Q LINT ���� w 5 - i L) X. PAV T. 5 M 0 01 F1 EO NOTE: 1 5 Quantities, if shown herein, are estimates of the work ; and ite �,?•3 and notwarrantsmade,erial red resste the �peorfimdliedms �TYPICAL .5ECTION AXCnCIA• S`rfzvl�-r ► P P i as to the exactness thereof. TYPICAL SECTION " • �-�-�����'�'��r PLANS PREPARED BY W.O. NO. BEAICN MARK _ DALE K. PRICE 4 ASSOC. ,INC. FIELD BOOK REF. CITY OF RANCHO CUCAMONGA PARCEL MAP 0 514.4.-I aENcu MARK NO. X00.32 ENG. DEPARTMENT PARCEL BRASS CAP IN READDII AT N.W. 1430 S. VILLAGE WAV SUITE q DESI6NED V DRAWN IW NECKED BY APPRNED BY STREET IMPROVEMENT PLAN ROAD CORNER EIGHT ST AND MELLMAIU AVE. SAN1A' ANA , CALIF. 92705 PRONE 00' 54-7-7798 FILE NO. PREPARED UNDER THE SLIPERVMON OF SUBMITTED fSY C.DE. ELEU 1096.11 RECOMMENDED/APPROVED sY T I1 L E S�'IEET ' DALE K. PRICE R.C.E. 24.004 DATE MARK REVIStoms APPR. DATE 1-1-11-60 /%t/' EI�IbINEER DA7?r SHEET OF 4 )UQ 1 I I 1 -I I I I I. 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OF � _ ac � 7 5 tJ 9 2 ° r3 131 ? 4� �I u - READER N a1 Y 0 I J LL D � i T f- .. dC% o TEMPORARII A.C. BERM � DRAIIJAGE � - 1 � � co NST. 3 -r��lctt P,sPw�,l=r colvc . ov�c2 5 t c-4 Ictc ,&,CC,. N 97.r10 CRANNEL. z z 3 4i,j cutr� fin•�� I � � u LJ cu23 01-K A 4 - N. a x 13AS� Pr- \./amEN-r. _ - o _( I r �_ (DO,2Z'3z- �6i R o U - 97.3 � E I 91.61 EP. P.CC. CURE 1 GUTTER O N � S � � �� 8�� 3`�'2'�'� � � � , .� Z�.� CONST. Y,�211�.C��.F_ ,4.C. CAP P 1 N C� . (91.3) u N 6) _ ^ r2-- 2-7.0 0 0 �9 n : 2?.OO a0 p a 2 91.b0 '�Odi : D•24g.' '.I z o N OC N I�� =4-2 .2 �' 2 S 2S, I M m QQ 4 ' _ L= 42.��3 V m Toy - -r- 00 N w ,0 N -r _ Z�-j a' _+ T T= 27.22' 0 SO CONST 8" CU2r3 Gu7TC2. PE2 STS, F�AN NO. 30-3 ga15 rc. 97.10 ri �If,O �i � k + I' I- 5,J. 20 20' S � � `t Z 0 n.•. c9,.z� .0 o �- - k �I� 1 f I 12 13 N � 'Iq, u�N coNsr. colic. SIDCWALI< -l"YPC "�,' �E2 srl�. pl�.r,i No. 310. � w _ 91.55 f N T �- �r Esg7.5S T _ ? 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DEPARTMENT PARCEL MAP ROAD NO. a R � ". g4,78 y DEs1GUED BY DRAWN BY CHECKED BY APPROVED BY STREET IMPROVEMENT PLAN PLAN SECTION B- B SANTA ANA , CALIF. 9275 �" 5ULE : `17 8' SCALE: 1".M, PHONE (714) 547-7788 PREPARED UNDER THE SUPERVISION OF FILE ND. TEMPORARY A.C. BERM t DRAINAGE CUAEIUEL ECOMMENDED/APPROVED BY cv.E (� Z�&e�� w.�� i2-��-�� EiGHTH STREET � � DALE K. PRICE R.C.E. 24004 DATE MARK REVISIONS APPR. DATE IZ_ II _$a .�)- - CI ENGINEER DATE SHEET 2 OF 4 YUo- Cohn Iry c,re 1 2blo a P O t _ I IbO. V.C- Az 71 1 Y4 74I i QO r N ! l I , I I D_ .CQ V I i mNcv 0 4N Yoo � t�! 60 IIi I j, I� i i Ln f O N Ul (Q O •� ��4 V n(� I 1 I0 ! ! Q� I m jo 00 p Stn o r O — N FU-r V RE _ TAP Q F LY C N1 R E3 , fp a N i N N tai I cn _ _ � I �- U, 00 00 I I - j 700 F C U R _ 00 40 , - O Y11 L�( - W 0 0 0 0 i O T 'TOt� OF 'L' UC�f3i �� I Q:�090 I I I I O .�'� I 1 I I I :� I I a - �� I � � ! w ' � • I QHS, � ! : -t•---r- too' �f.E. 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J R 13Ab' E P/AVE✓m t=om►Y. i^1' i•'� . . . 1 i' t' 11 iV (Y 3 LO ~In �j! n 5 WNS"r. 8" CU213 GU-T-rE2. FSa STO. PLAN NO. 302 > \ 1- ~ ? C=I:z w 1 1 CONS-T CCNC. C2OS5 GCT-TE2 Par,- S-TO. t>LAN NO. 306 En a ae Q FJ- -' Z _ '^`^ Iy �. I 19 CONST. COMM. DRIVEWAY �W=VARIE5,R=7') PER CITY OF RANC"O II v CUl2r3 (D Tt-\ E 0 it ti w 0 CUI2i3 I�/�-T/�. U. CUCAMO A STD. NO. 30Co MODIFIED PER DETAIL SNT. NO. 5-1„ _ � � � � � � � N� � � ,_y1 � � p= 8�°3 2'2?" U �� � ' 20.00' vt r N D C" + 12 = 2?.00 ' I Z m L- 3 t •�i i � tt � •, _ � - � � � t9 ^ 2OJ r 9 20 CONST. DRAIN OUTLET IN CURD FACE PER DETAIL HEREON _ I —_ a 00 - 5 11 to 19 _ 3 0� 2 Co 8 STD PLAM k0-40S M J d' +�0 - (fl N I ` I Il INSTALL BARRi(ADE PER w N 9 N N V a 19 a �t cv n } � la INSTALL DUCT WORK PER 50. CALIF. EDISOIU SPECS WITH 4S' COVER 0 •� 1'12.29 142.11 13b.3b I —E IDD.DD IDD.DD BD.DD _ r- � 1081,$8. t=.l_. 1064.58 F.L. ,y 1090.58 FL. j fl Q 109le.5 F II g ` F FUTURE STREET IMPROVEMEIUTS 17 g'c•t 4l° �" ig i-S"DUCTud OUTLET _ N N 8"�.�. p _ _ _ �°o° \_ _ PULL STRINGS !��' � 2- GRADE 7D DRAIN � c,� 4 8 '` S � 8 9 G 1oa�"t Fc . 0�8.33T F.L.. lB IB l� 10 s�FL I •.• - - 152.11 �q'�• � 122.82' - - 141.09' - �. 150.DG' } C • � � I � I \o ��, q• . .his, �.° Z Ld S' 2 J � ld ^,\ I I Lv F 12" 9„ " 12" LL EJ 3" 3 CURB4 CUTTER °- 0 7 19 5 fAI ( 19 N' '9 3" T. I 00 d �. �A�CA Q O CU 2O 0AT/-\ � I L r CU 213 0AATA. CUrLt3CU Rd - 8 �_ S"D.F. 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VILLAGE WAY SUITE q STREET IMPROVEMENT PLAN ROAD No. • SANTA ANA , CALIF. •42705 DESIGNED BY DRAWN BY CHECKED BY APPROVED BY PHONE (114) 547.77% PREPARED UNDER THE SIIPERYISION OF SUBMITTED BY C.D.E. FILE N0. to_ RECOMMENDED/APPROVED BY ������ ����� �, DALE K. PRICE R.C.E. 24004 DATE MARK REVISIONS APPR. 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I 1 R � i i I I J ? n T- L. ; , I- -,i O I ice, -' .i s• 'Z' 1 I � 1 ! 1 I , I I NATU ALG ND @ f- I I I ,,,_ -r----- - ( j 1 1 1 r��.o,a0 I 1 i �� i I 1 1 I i I I I I I i , i I '- - - I i - --- - - -, ! - I -- - ---- ----- -- -- . _- 1 - -- - 1 - , _ - - - - - - I 1 1 I i 1 T- I 1 r , i I I 1 1 1 I 1 I I I I I i I I I ! 0 I : i 1 i ! I I I I I 1 1 1 ! I p ( I 1 i , 1 I 1 1 1 I 3� I I 31 ► I I 1 l 1 I � � I I I i i I I 7 I I ' - � I - j 1 1 - I 1 1 I I I i 1 I 1r 1 i I I I I ► l I I l A - - - 1 : : 1 I 1 1 1 i 1 s 1 I i - i I 1 1 1 . I i I I ! J i I I 1 1 I i I I I , i I i , � 1 I i i , I I I I i I ( I I 1 I I I I I I I I I � i 1 ( i I I � I i i i � � i I i 1 I I I i - - _ _ - --- - - - - - i- - - - - i T T ; : I 1 1 I ! 1 I I 1 I i I 1 I I ! I 1 � � �� I I I i I I I i 1 I I �� I I I I I I i I L I I I i i � I i I I I I I I I � I ( i 1 I I I I � I I 1 I 1 i ' I ; I r - , - i. I-- - I 1 1 r 1 i I i I I I C der I I i I I I I , 1 I I I I I 1 I I Ii I � f I I ! I i I I i 1 I � � � i t I I �,� 1- i 1 i I i I i I A 1 1 I I �� I I I I �I I I �I I I I I I I l i I 1 l i I I I i 1 ! I I i I I , 1 , -- 1- � 1 I 1 r i ! I ! I 11 1. I � ' I I 1 1 I I , I T ! t I R O epo .- � i I ! I ( I 1 ( � 1 I � � GENERAL OTES FOR BLOCK WALL CONSTRUCTION - -�. _ 1 1 I _. i _ , ,_ _ -_-_T. __ r_.. ' - - 1 r - - { I I I 1 1 Concrete mason units to be rade "N" per A.S.T.M. C90- 0 i I I I I I n ete ry g P 7 , ��••�-� "t _r I I I l�lhi�CU rLhl C7 O h N C) � L{ ' I � ''t � i I I I I i I -�' s i i i I I --- - __. r. . -. r" - -- -- - - -- - -- - -- ------ - - - -- - -- - _ - - - --- --- -- - - -- _ r I r i r r r t �rZO U r� - +L't. 1 l T - f.t5��:l i , ! 1 �' I 2 -r- -r=- -=-�' i I 1 1 � -�( 1 i , 1 - T 1 I ¢�°� �Q T i u I 1 I i I i I I 1 F � I I I I i I I 1 o i I ! i 2 Concrete in footin s shall attain com ressive siren th of 7 I U S i r (2.Q.4 0% I _/s`'' i I I I 1 I i p g 1 r , r. - I 1 I I c I 1 I 1 ; 1 ( ! 1 I ! I i i ! 2000 psi at 28 days i 1 %9 ,9 IUU! T I l i I I .9 I 1 I I I i I 1 I i I I I I _ I I I� i i 1 - o _ - I I r - -- r 1 T 1 1 , i I J I T I '1/ i j i 1 T , -- I I i i 1 r I 1 l i I ( i I I +v I I I 3. The rout fof cells to be one art Portland cement to 1 • O i I i I I 1 I f t I 1 I �1 , I ? i i i I 1 I I I 9 P O I : �.. . V CJ • I ?TOS , C wzo t! I I I 1 I r a d I 0 0 > r j1 1 i U j 0 TY ! I I three pa is s n . I I it p (� � r 1 I I .r li `•' i I l I I Ito i q� i r - r� r�`r t I ! I (Y 0 N �!� ( 4 Mor ar 1 co ain on art Portland cement 1 4 art :7 a�� �' t V i 1" I 1 _ I i �_ I I ( 1 4 Ul I i I N I I m I I I I ! ( 1 I I t shal nt e p / p 1N _ ; - I, r - I T 1 0 111 I Q 1 m 2 ar sand r A.5.T.M. C270-71. Ul d' 1. I - ': (-� t1, d U aj 1 I 1i e putty, 3 1/ p is pe ' 21 00 U.-3�.2 -9 3-7 I i W , I Q I 1 O I I i I I I I I •r �4 I r $� to a0 0 r 4 a i I I r 1m0 3 1 i l I I O Oi I I first course to serve as 1 I T ( I I I I I 1 5 omit alternate head joints in f r I I i I I 1 ( �I 0 Q 1 I 1 P©2T. Or lc�ji3. �4- .Y i I - - I pI I ��--1 N - I 1 wee holes. I I I I i I CIp� I I L 391 I t�-9�4•�`1 O;C. I i P + I 0 i I ! I i I i Y 4 4 !�- I i l - = I ( i i I { - R ,1090.43:, , , I - - - - - 7 i -. - _ , "': 11 jam.`/ I P �a 1-�. 3 •�E� i I c0 L=3,1• 1 �o V.c�; �t'�O I!, Ste• 6. Bottom of footing to be minimum of 12 inches below 1 l I I i .� _ i 1 I i 4 1�- 4 .4 4.0' : - - - - 3 I 1 OC A 4 41 1 I I I natural rade I: .. 1 I I I I 1 ! P.�. t08�.�2 IC2T� 11" = !Q'I I i ! i I g : i 1 \j "r!• T i I I I I i 1 ( I� _i 1 I I - - I - -- -- - -- --- . I I I i - ! -`- - 1 1 I I __--- - -- . .__ -- - -- - - - --- __- --- -=-_.._ - _" -- -'- ---- - - - - --- 1 ® 1 92 0 ' 2 3 4- 7. Maximum soil pressure used 1240 psf. ' ��JJ 8. Reinforcement shall be deformed bars per A.S.T.M. A615-72. � '-L 9. Design based on U.B.C. - "No Continuous Inspection" limits . scn.Lc: i '•=4-o' '� I0. Cells containing reinforcement shall be grouted. Solid �• `�5) SC!•L a: NM t 40' CU2 JSg 2S � ? grout all retaining walls . Np V)0 ,I)- _ � = 5£3.00' Q 11. Construction shall be of the highest quality workmanship (`� -�YTOr� r�C�-T L_ = 39.22' and all walls shall be true and plumb: 5EP- ECL S"T2�ET Q �N SEE SNEF-T N© - 6 . sEF EET o. 4 �' iS1 ZO T= 20. - 25' 25 d `__ Q v t, 25 25 CURB DATA 0 q 5'- 20' o' V �;d. D k o 5- IL 20` 20 S CD Uj A`89°32'21" LU 0 1O Ln QOl 0 C9 �1 O(0 N � � ' R, 20.00' � � (� ¢~ O �' � _ r-U a0 a. 'O L 31.2 ' o r- 4 �--- I ciI Cr ,0 Q J �`9• V 4J + /(]'. %3 O (.0 T= 19.84' 0 " � l� t- 1 m 3 5 '� 3 5 19 �� .9 U `-_� $4 e 16' O.C. �. { s Cur?-(3 OA-7A O� 4i * 'U) - 1. + , Ij B DA.?Y uoRlz. Cotir. F.S KAO ?- 0 �, ?Q IS = 25-7°28' S0" s ?6' N 3 nl �• CUR « 04-TA 1. IT� 44.1b' 1° c.`-. �< R- 42 .00 I <, 1L5.36 51.42 �� to 9.20�.� , - - _ _. __ 1 B„c 1. - 1 X8.74' � � 6"c.c. a= 25-1 2$ SO` .. _ _ _ . 42.00 2' CLR. ro OZ F.4 - Q2Z F Ot38.t9F1;. - -Q, ,, \ (0 . L = S 8 8.-1Q-' 4L-It-4--r. a G.F• N 8"C.F. ��� °UTLE �♦1 8' C•t=. 0+00,00 `fie.,Iy'T. 0 toAo.99. F 0+00.00 .tN�; I 'o, 1O��o Ft_ 11 1 CU.Fr CRUSUED 0. � (a �-- a"C.t=. I Z0�71 � ROCK CONT. O ^p•�. (000.02��. 1,;7 2 F.F,!_. ^ 102,130 8"c F �0 r/I a1,C-F (J N Bi:n V . n Ft . In N t0 5 FL. c_�, N a'•c.r- OMIT ALTEKNATE DEAD � 0 4�5c=t,. �i, � / to .e FL-. 0 L E S. JOINTS FOR WEEP 0 x 44.16 3S. 8 c•F• 3' ' O_ Ia,O.t: a 14b.21 15.85' 3 SIE BARS NIv , II V �? 5 U ?3 j/, n/G 0 11 O. N 41.18' tl LL Lu �' 6• 3'CLR. p. J �O. 1� �, ry I N CU2r3 i�i�r/* cU2r3 �AA_tom - - o0 'I d NO j 5 M � - �O° 2-7"J3" L� = 38'4-4r' 25" 1 d <. j:r _.,:..s-' 0 N N o I o R: 20 a0' 2= Se.Do; QBARS •. . , �* --st p 0H QcVF' 11 �. 1� - 31.58 I__ x`3.22 `y' - I. 4' - �• �, -F= 2O. l Co' T = 20 .35' 1 , ;: .,. o - :.�: 12 `' . O ^ �� to L ® j a4J 04 _j + NC/-\C RETAINING WALL DETAIL ONYX �V E ` 'i► U It A STREE7r SME 1 i". 11 ' NO (1 © XO BARS . 2/ (an 21.0,. 94 a 24" a C. COUMUCTIOM MOTES 4' 8" 3'-011 0 4 @ 24" O.C_ 3�-- f0�1ST. 2'TUICK ASPHALT fDIUt. OVER 4"iUItK AGG. BASS PAVEMENT (INTERIOR ST'S) PLANS PREPARED BY FIELD BOOK REF CITY OF RANCHO CUCAMONGA W.O. NO. 5( ) -- CONST B" CURB i GUTTER PSR STD. PtAM MO. 304 DALE K. PRICE 4 ASSOC. 1MC. • • 19 COItIST. COMM. DRIVEWAY (W=UARIES R'1' PER CIT`I Of RA�ICND CUCAMON6A STD ' EAG• DEPARTMENT PARCEL MAP � 51.4,4. 1 �" ) IA.30 S. UILLME WAY SUITE Q ROAD NO. . No. 3%) MODIFIED PER DETAIL SNT. W. 1 SANTA ANA CALIF. 42705 DESIGNED EY DRAWN BY CHECKED BY APPROVED BY STREET IMPROVEMENT PIAN 20 CONST. DRAIN OUTLET UJ CURB FACE PER DETAIL SWT. NO. 3 PNDNE (7141 SAI-1789 FILE NO. PREPARED UNDER THE SUPERVISION OF SUBMITTED BY CDE. +�/ RECOMMENDWAPPROVED BY 14 DALE K. PRICE R.C.E. 24.004 DATE STr ZEE 46�1z�,41 11 - MARK • REVISIONS APPR. DATE . r2- it-So f TY I GINEER DATE SHEET 4 of 4 80263 .