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HomeMy WebLinkAbout1267 BENCH MARK : BENCH MARK NO. 96-B GENERAL NOTES AT THE NWC OF HAVEN AVE. & 19TH ST. , 44 FT. W. 4 HAVEN & 83 FT. N. t 19TH ST. , SET DRIVE PIN W/C. S. TAG IN TOP / ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS , THE CITY THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT AT THE E. END OF A HEAD WALL OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR SHALL NOT BE PLACED UNTIL ALL UTILITIES & UTILITY LATERALS WITHIN FOR 3-24" CMP--ELEV. 1430. 686 PUBLIC WORKS CONSTRUCTION - CURRENT EDITION . CONTRACTOR SHALL BE THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE IMPROVEMENTS INCLUDING FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE ALL GRADING HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE PARKWAY AND STANDARDS AND SPECIFICATIONS . ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER [�' 2 (�ALL PIPELINES OR SUBSTRUCTURES OF ANY RIND, TELEPHONE OR POWER CONSTMTiON NOTES QUANTITIES ICS POLES , WATER METERS , VALVES , FIRE HYDRANTS , ETC . SHOWN OR NOT /EFE� /�J/ SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN 20 On the interior streets where sidewalk is adjacent to the ciirb 7!7 V11z /.t'�7V r/F� �,iVE � ,��E vNE � G�Eia ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE the installation �f Street lights , street signs and fire hydrants 33 060T. DRIVE^ APIM6AM fE.R CITY DW& /Vo. s�/EFTS / T.c/.Ft�C/C/� �9�o i7/Gti�f-E.y .q�f�vvE shall he located behind the sidewalk . N0. E0l TYPE C /ER. REMOVED , ' RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST � v/Ew ,��yvE �. NO. . .�T.S / iR,IJGf! 7, 7� TO THE CITY OF RANCHO CUCAMONGA. CI�iVJT�PUC'T/O (/OTEs FD.P STREET TREES �E Gtzv,�i�priCT�a �qs �jy�l O,� Til /✓O. 7b 3 T. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE /.- ALZ SPE'ET TREES-,55RE Tv BE A �,eAe6o IAT AelCO�POAA/CE s K//r1l ev1rY To. 4dV. 34 RF_LbCarE EXIST. STREET SANT' C. R?_G(S) SIGN /�A. -� A✓��Y /M��VEi'lE�TS' 7Z9 FSM /�101IM�9//Y 7a BN,a^EL/NE �.O HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY ,t4F GL'��S'T /CTE4 ��P T�P 'T /+/o• /P�7/ /�+1 ✓Ei"7E�t'�'3' DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY t.- Aee 5reeeT TREES S//s1CL .d<E ,?7-A.4E41,0 ,4Ao,,t9 nAA17eP,4G'CO,e4e7/N6 To ciry FROM HIS OPERATIONS , WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON SIO. G03A. THESE PLANS . 3•- 60x- r0RT/1./z/NG AAID COA1017-ION/nom 65ff t64, ,da /N 71CGOM0,tAlC,s N171H 50CTjO" 2i2-/.2 00- 7"AW STD. A1-0c// /cA77 1/5 /'� ft/,,96/c WOES co1,,CSTiCUCT/ON. 7-7'-o I oAGrtN/C vo%(, 41wuA1omcNrs ,86 4xsOo W/TH THSE 14"7/0 Or 1 r r1cT QTCv tN/G PWt 5NOM)civm TO 4 114,m-Ts NS1T/v,C 901A,. 4 A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ALL Alwo",OM0NT5 ,tAo 7O ,eac 771n,r0c.45H1X-Y M/XaD 1`1P,10A TO A%,ICIK/14,1WIV6. ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION _ WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. so/,� Sj4,E//=t � �vcsrt D,�T T7-0 ",� c/ /Act cxie T Dt�tn��Nv�4T/meg �/ro�+roM/C 5 ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. 5.-/1/0 STM, T 714Z,c,6 sHr41 6 ^U /"5c.^/v7)60 �vr1,cec 7H;ff cOV7,,E/e of THw 7NuNK As ckos,�it, r&,4,v PAVING STARES SHALL BE SET AT ALL HINGE POINTS , EDGE OF PAVEMENT -0�T (,99 TO r,, /`�"s Of This cuts, 44A460cSs or/,�it�mAs5 A,07,fa� /VOTE: S7 zW7' T/' fd! StHrt,c.�. 8,E c,Ee/e,eo ,B T�vs,En/ carte �' S/17,Bv✓�t�LK. s,B,B /.1.tNDsr_j1/-,& 1-!Z,^AA5 ra,R /Nsr triply. POINTS WITHIN 0 . 01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS . ADDITIONAL PAVING STAKES MAY BE REQUIRED 6--fi/,1, ST/t'E'ET 7 6 ���T T�' / �T/on/ `bVO -G �"Tr4Nc,E ,sr T c/�7- ,6 N6/NffS/C. BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS . 6 ALL SEWER , WATER, ELECTRIC, GAS , PHONE OR OTHER UTILITY LATERALS, CONSTRUCTION NOTES QUANTITIES ^1E LANES MAINS , OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. --- ---- J COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, R/w le ,P/w COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES , SHALL BE PERFORMED �- CONST. 4" A.C. OVER 4" AGREGATE BASE. AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT 2 \ CONST. 3" A.C. OVER 4" AGGREGATE BASE. /moo jf 05� 5� WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS A9 / AND/OR SURFACING. a-- CONST. 8" CURB & 48" GUTTER PER DETAIL ON SHT NO. 1 . 6/2 Z. I cJ� a/' a� PROP. /MPh'olE.^/ I 9 CONST. SIDEWALK PER CITY STD. DWG. NO' S . 30-f,,91:) ,Yli 8 AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE �Qo0oiB� 00,3151a'Ea+j/FT SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR 5 CONST. 6" CURB WITH 24" GUTTER PER DFTAIL ON SHT NO. 1 . DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND i GRADATION OF ASPHALT PAVING. I '- (p CONST. DRIVEWAY APPROACH W=.35 ' PER CITY STD. NO. 306 . `7 PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR 5 a-- REMOVE EXISTING REDWOOD HEADER AND JOIN EXISTING PAVEMENT. //7,� G.f TZ. 5.0 X 6V ' 2 DETERMINATIONS COMPLETED TO VERIFY: SIEVE ANALYSIS AND SAND f,4,4104/Tf MO!/E �Xf.�T/NG �iPy>✓E i4���oitt^.h� L'. TYPICAL SECTION EQUIVALENT OF AGGREGATE BASE. ^o/y.37 6� CC//FB /0 PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT 9 CONS'. HANDICAP RAMP PER CITY STD . DWG. NO. 310 . /V 7T5.' ST.4. x`/168 74c, TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN /O REMOVE CX1ST//l1C TE*17-01 M r iq.C. �j Aa::5.4S /�'Q^DW^ - - -- - - O APPROVAL) . r —� ��� BELPINE PLACE J1 INSTALL STREET LIGHTS , 9500 LUM. ( 70 ,esu -o-o/roic.G,TEo WITH S.C.�. !�/U foie Bey-o��Eco�,'C WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS r OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REPiOVING /Z INSTALL STREET LIGHTS , 5800 LUM. (To 8e C0-01tD1" TeJ W17-H S.C. fob Br oCvc�or�rL.— 2 E/q. ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A CONST. UNDERWALK DRAIN PER CITY STD. DWG. NO. 507 (W=30 ) . QUALITY BETTER THAN THE NATIVE MATERIAL. WITH CURB TRA,VS/7'101✓ FT041 G" C_- O e"C.r' ---- - -- -- - - ¢ E^ CONST. 6" ROLLED CURB FOR EMERGENCY ACCESS W/5 ' TRANSITION FROM /2 IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS 6" VERTICAL CURB FACE PER CITY STD. NO. 302. ---- 38 STERILANT REGISTERED BY THE E.P .A. FOR USE UNDER A. C . AND P .C .C . , SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER ' S RECOMMENDED RATS J�J REMOVE EXIST. SIDEWALK & CONST. NEW SIDEWALK PER CITY STD. DWGS. 8�3 . " 310 & 311 W/6AGGREGATE BASE FOR EMERGENCY VEHICLES. /// S/- FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 2O' (E,ri.STi�(/�• �' �i+����YEifF-.if/i�� � /3 ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A �M��o✓ /� � I I BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT STfflffET TfflEE LEG� '`� EET Tj�'�S /-E/2 C/Tr C4v_6rcUCr1.nA1 f/OTES ri�;w // I 27 2/, SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BEs,,u ¢, CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. C = �t�t/iCl/�kME COMMON - - Zu,Es /8 /6 // 5 I NUR. G1rM�S /IDES 5' Y. /G • L e vni /4 STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 X /IVUS /5&111,0 P/NE W5/7-& (;IID/it/Gr•" ' AND 402 SHALL BE CONSTRUCTED AT EACH INTERSECTION. •�N .71 L/Quio,9M,eAl'c_ '5 ci�um 5we'E7- 6UM ,`r �I` I — .✓'- CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM ® ��� f+1- r/� ' / �^ � s.z�1• {-- -='L=ay ', - /__9c/ �I�=?l.� •. t3 RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION © p/it/tcs /-/A/--/'l /TitL/l1�t/ ,SjONE I"/�/E H s o ' DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN c' REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR s 7 gf9 7 APPROVAL. S/�'R 7-o,-OF,n°VEME.vr 26 f_30 00. 3 /G WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD NOTICE FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CONTRACTOR SHALL VERT-FY ALL `• ZZE TERRA VISTA PARKWAY WEST CLEANED UPON REQUEST OF THE INSPECTOR . CONDITIONS AND DIM. :NSIONS ' T AND SHAD REPORT ALL DIS- 2s'► 1 TYPICAL SECTION /7 NATIVE SOIL TO BE SCARIFIED OR RIPPED BETWEEN MEDIAN CURBS PRIOR CREPANCIES TO THE ENGINEER �'- TO FILL PLACEMENT. PRIOR TO THE COM.'KENCEA''.:T //, T 5 . /e ' OF WOP:c_ TYPICAL SECTION / C'O�t/T.G�T l/�/G��.el�,PGY/�/O .SE,�y/�E��4G E,eT' .4.�' ,PEQ�/,«.O� i Q�oF E s S/oti - Yi ' 6' CURB FNACE&. 24" rUTTER '� �0 LJ �E4� G, QQ�X11FESS�/ o104 p� 4f X9e mss+ INC A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICTENGINEER'S EXP C048401 cc Exp 14 1 MR. BOB STALLZNGS (213) 969-2718 PRIVATE ENGINEER S NOTICE TO CONTRACTOR ♦ � � ♦ Elle 06-JO-?000 Exp 3 1109 FOR BASE LINE ROAD CONSTRUCTION THE EXISTENCE AND LOCATION OF ANY UADERGROUND UTILITIES OR 'r/ CI V 1�- ��! *s �JVII �4DDED CONST NOTES D.A. ON S4 EET STRUCTURES SHOWN OA THESE PLANS ARE OBTAINED BY A SEARCH OF ` - �� f�lE ? I TA IT& ASSOCIATES (nfC. CUP 96- 27 B. GENERAL TELEPHONE (800) 422-4132 -7 f7f CANE AVAILABLE RECORDS. TO THE­ BEST OF OUR KNOWLEDGE THERE ARE 18 9� D E SC R I PT I 0 N o f REVISION FOR UNDERGROUND SERVICE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE DATE PPROVE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO J �/ C. SOUTHERN CALIFORNIA GAS COMPANY (714) 7'�-�7.�9 PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES j`M _ CITY o f RANCHO C /98/ AV «���%4 -��' UE NOT SHOWN ON THESE PLANS , AND IS RESPONSIBLE FOR THE PROTECTION � � �,...�-� ..�� �+..��o.e !! �O. BOX 3003 OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. _ . s/rE TRACT NO. 13271 sto .s rc.ECEv. ? D. CUCAMONGA COUNTY WATER DISTRICT (714) 987-2591 y / > 9641 SAN BERNARDINO ROAD sot eF r„Hr �'e►r RANCHO CUCAMONGA, CA 91730 L-' yt"oz 4 hrt .I SE�3yr2 STREET IMPROVEMENT PLANS E. METROPOLITAN WATER DISTRICT (714) 593-7474 P .O. BOX 54153 SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR - N' .. LOS ANGELES , CA 90054 ��� ,TITLE SHEET CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY F. PACIFIC TELEPHONE COMPANY (714) 999-5639 FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THI ; PRO- _ JECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; -HAT THIS REQUIRE- '"a B•. � t. APPROVED 8Y DATE MENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKI.JG � 5 GTY ENGINEER --� RCE No ,,, ¢22�/O2Tiy .SE�oit/o �01/��l/!/E y i A/,f7 o <c e�.� ✓o.v-�. tivnct e� c»vsr��r rEo HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE tion is FET i+nnFZT OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LI REAL t wc�cu :eS �f�.�cc e�E cr�.� necxrEo 4v ACYpsOEV�E � � DESIGN ' MA E ND $$OCi)AT $, INC. RECOMMEND D w, SNF l�7FST F0 7�nN ��� aro �Fcs. FOR ` J OF SAN SERNARDINO COUNTY a 8: OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS a'� c SKS m�sr' UNCE55 077tF�iViSE hvoKA71F0. N .�� PROSECT,EXCEPTING FOR LIABILITY ARISING FROM THE SOLF NEGLIGENCE TYPICAL SECTION CONSULTING CIVIL ENGINEERING OF THE OWNER OR THE ENGINEER. I! CURET FACE & 48' GUTTER DRAWN AND LAND PLANNING SHEET ��--�� 545 N.Mountain Ave.,Suits (05 3 N - 5M. T. (I/e. P ) UPLAND E'CALFOR I 91786 OF KEY MAP_ CKEC KED : NRCE. No M¢l' DR AW IN/-7 G N0. MCS SCALE f�l(/ G. H• TE 2 2 8d FILE No. ii MARK : I BENCH . . . . . . . . . . . . � . . . . . . . . . . . .. . i . BENCH MARK NO. 96-B . I & AT THE NWC OF HAVEN AVE. . . . HAVEN T 44 FT W. 19TH S . . H ST SET • • & 83 FT. N. 19T , DRIVE PIN w/C. S . TAG IN TOP I I AT THE E. END OF A HEAD WALL 1 . . FOR 3-24" CMP--ELEV. 1430. 686 . t . . . . . . . 1 �113D 4 y V.P GRAdE EST f GRADE . . � .• q 1 5D V. C. 3 W ; b 0 ©p l• ./ 8� I Off, V N N l ,yf/' �h . . . . : . VPI72 v 0 � O � N O / !tj /G1E/VT/C,•4L 41� � o W � � �' � � � ��° va ham . �"/ o � g � . �' \ o rooN AGR �i � : i _V . _ N �, �. . . . 00 ID �, �Lit t - - q - - - fi� - - - - v - - - - ,� - - - - - - -192 -- -- - - --- ------ j h h h V N .� m O �, '►� h .� N !IJ : N p N v N V \ '4, J° 4 QpV VVp�i , � N` EXp . G�CotINO $ � � N ON � m � � � � 0 ; � 0 � 0 � � X � o o o R o�; \ \ 207 v @r' v �, m ;�►°. `� N N �, . �' "� Go v.c. o ��. a h �r \ , V " 1 V.PL =132 07 31 9f �— Q P J ti e t N ' P 1 ' 317 !s' /s' o.C.; o-c. V 1320 �2 • ; m i fL'LP 50'V. U � N pfi/• � � �. � ; c V.PI. 3oG.75 W , �� t V V � a` "i 2 p�' G Og O.c. V 1 l/AR/A eL E cv�ea I � ��. / $ � o N �0� �ih� � � �.P 1. , O ' � TQ C' h _ q)N N A IN cF O '� N N � m • F t e oN \ � N m v U I o� v o� I � y• . � � �Tt ��1 h , � ;1� i�j �V . \ . �_ A14 A14 1 614 0 I /0+0 J t� } �1 1. !-� N Q� lo z a0 N � � m M L G 9.G4 N - � _ `�1 \ N t\ \ o : i [�G•is� Q• L:¢o.Ga v N m h N N m �3�• �� a. C. VOV � � to7 io•°ir' s o•C. ; hN KV X � v \ I j 1. / 53 O S 7 h� h O � .20 . � L� 589 0.�'. �; h � O.C. � N 0 N � I . v 9 • 0: O p � Ow O � �V �� IUB N Q tON � N7 e h 1� a 1 � V h 11 i. E ' U/U JCS T G TAN t/.7-t j i 20 h i • O EX/.ST � .3 � , � roP � � � �� / Z. / Ga ELy � TAN ELY CURB 2 ToP o� �-� CUee j ; o )< PROFILE HOR. I"= 40 i VERT. I =4� { . . . O / 2 3 4 5 �D 7 8 SCALE.- /"= 40 �p Z A/1�6T OODOW T rKWY ,�. Vel EE s oCE955 CONSTRUCTION- N O 1°E S 9ss �/� �• /2 T/P /VO. /2670-3 = VISTA. � �2��0 < w�6 4� s' T/P NO. /2670-4 Owc. l = TEI� p 0 3 � � I, 5E/7 WICK aye. jsl lM! SN ' S' V SEE SHEET CONST. 3" A.C. OVER 9" AGGREGATE BASE. . EX G• 955 � 1 '� )o�r,.,116. A/O. � 1 s s �\ N 7 8 9 /O �\ Ill CONST, SIDEWALK PER CITY STD. DWG . NO' S . 304, 3/0 h No 1 , — � 20 �. ti •, �o k 'F I �: '1 ►� 5 CONST. . 1 W GUTTER PER DETAIL t IT NO' � ►, � .N T. 6 C[ RB ITIi 24 G TT R P D ON S T 1 12 �. /3 y. 2 �, INS h Na O— CONST. DRIVEWAY APPROACIT W-35 PER CITY STD. NO. 306 , . 11 0 N •�.,�.. .�'_ >,- i ! S inn n 0 V , E T h _4,1Tcwc REMOVE EXISTING REDWOOD D iilrAbER AND J _ IN EXISTIN . PA FM t T. G � -Ga I i r G�•CsS wit 7X9.0 y rc. ti`: N l 0 �� •� B � - �!i�. (/5 O '/Vel --_ � — -J Sq t.G• I - oo-�� r�� k3 (off 5 6 -�', 0 ige f5 G — - _ __ - _ _ _ _ ____ - 2 �l \. ( /2�— INSTALL STREET LIGHTS , 5800 LUM. (06.25 1 01 z T•c-) - 71 .r y.2z r.c. r.: q c) e" 24 09 e W � - ( it b 20. ,t -)VB= h t r0 h� r�t W W oc.S2 t N � L=2.5¢7/' I) 1 /V ,mss �� _(I _ Nc /3 CONST. UNDERWALK DRAIN PER CITY STD. DWG. NO. 507 (W=31 ) . Iq �s�� ov c► ¢ Z 5 5 G.. �� Vii¢ /92zT.C. �.p� cn O 7 �2� `.s ,14�� � �� 1 Zb.35 ) ' J WITH 0611" T)' 9AAISiT/oN )/0M G' ro d"cam : . s / , 6 p�f - 72• e y yk ,aft (f5 IG Zy CONST. HANDICAP RAMP PER CITY STD. NO. 310. 16. 57 fi - - - -- f �t - - • o�'S. y ti� � - �p � v U (�• � �438 /3'E - X8'6/ " ` 2eOj' � `tiyy. � ® I � /g CONST. 6 ROLLED CURB FOR EMERGENCY ACCESS W/5 TRANSITION FROM h I � 6" VERTICAL CURB FACE PER CITY STD. NO. 302. N i �, H . � 5 � �o s,s3 � �� IQ U REMOVE EXIST. SIDEWALK & CONST. NEW SIDEWALK PER CITY STD. DWGS. P EMERGENCY VEHICLES. �y W A EGATE BASE FOR E RG 310 & 311 W/6" AGGREGATE � Z � � t A/o. 1 Fold �s �Er /cEe �ceEj�/o. b, � � �� �, � � h � � ao �Q �� �• � -- C— — —-- � � T T/� T 00 1 � � yj W55T 116 � � � s3 LOT 1 13 N � h o ��sT� �K 3y a "� N ri�cT to /vo. isz7� 2 h fi x� G q — TE�� G.ac� xqpr,�' ,3 BELPINE PLACE T n/ /vT DESCRIPTION of REVISION O �PiM/�S GFJ+/6TH GE OATS APPROVE a �'4��� �o��' �4 i3 ' /2'07' CITY of RANCHO CUCAMONGA 30 98'l�' G 23°oo'�'" 6Oo. nro' 2gl.o/" /ZZ./S' TRACT NO. 13271 l3'-54,1051, 6 oo.Oo' 145�3' 73/8' l9•,z., 38" - STREET IMPROVEMENT PLANS /50.00 �� ¢Z 59„ �.00' ,o„' 33' BELPINE PLACE fJ 7B5•¢:53” 8.00' I/. 02' li.58" APPROVED BY ` DATE ,(// /y Sd Q�ofEss�oy GTY ENGINEER RCE.No *x-;y7 �o T04' f� DESIGN MADOL ND AS C TES, INC. RECOMME D y�<"f J /v OF SAN BERNARDINO COUNTY �A 8 z- do Q G i CONSULTING CIVIL ENGINEERING N0. 14 1 m DRAWN AND LAND PLANNING SHEET Exp � �/�� 30 545 N. Mountain Ave.,Suite 105 r rt J E.M T- tile. UPLAND CALIFORNIA 91786 21p PH0NT'(714) q� -2949 OF 'rf OFCAtIF��� NECKED RCE No AlgI¢ DRAWING NO. G. H.— ATE FILE No/e6- 1��p7 -t-t 11 - -t t -t-__41- I t I I J 4 -1-- L / �c tBENCHMARK - t , r y Y ' vli v o W _14m — , { CH ARK NO. 96-B - h v ATNTHEMNWC OF HAVEN VE & - - - - 19TH ST. , 44 FT. W. HAVEN 19TH ST. , SET f - - - - - - -- - - - - 1 - - m e Nw/C. S . TAG IN TOP _ ___ _ _� � � DRIVEPIN i }9 t I �}, j }, �'m�; `\; ' AT THE E END OF A HEAD WALL - - -- - - { -� - -- }- -- - - - - - - L U - - ° - - - - - - - - - N FOR 3-24 CMP--ELEV. 1430 . 686 ' N 3 o JN , I t I __J , J_ ka , o e1 f I - - -- - - - - -- - - - - + r - - , + v J�'�:Q�,y �.y�i ; t j � 1 � � 't 1 ' � � � 1 I I � V:/–/I.� z2a; 1 ; I , — }1 i 1 I IIr I t t.. f t ll 1 + t t I i 2 ? t + ♦ + + ♦ ♦ + 1 + i i ; m . v 1 T 11 IL r 1 t � � � � 1 � � I ; ; t t t # p - t t\ 'o Q�; 0 V 1 �?1 - - 1 I I I I I � � I I � I1. , � 1 17 I {I 1 f 1 } ? t t } t t } t t t i illi 1 i TQf' F:E sT;. p h :o \. �+ N MrDIA/4' y, • �' m ,m R °! 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I `c W ,° l �y N �s r. ♦� - �� 3 N - 5 /p �1T�/e — IN •`��� it �t ����- � °sem r� � � 126 7/ 1 / I 4o I - �,� TIS. -1— / 70 EXE rk o ALK s�DEw W I 1 .01 In %) N h v v o: A, N �. �, 1, 5EE SHT No. 12 — DWG. /VO. 1141 �$ N TRACT N0 �26 71 TERRA VISTA PARKWAY WEST DESCRIPTION of REVISION GATE APPROvE �P�N� PSR '' CONSTRUCTION NOTES �r DIUS LENGTrI TANGENT CITY of RANCHO CUCAMONGAB 5T ,mP No. J DE , ,9 IA N �X 1 126 71 D 0. Z 0 //° 05 28 " 3000. 00 ' 580. 73' 29/. 27 TR _ 5HT N� ia--- CONST. 4" A.C. OVER 4" AGGREGATE BASE. G� C /7 " 35 3000.00 329. 50' 164 ,721 TRACT NO . 13271 x/41 , 3 CONST. 8" CURB & 48" GUTTER PER DETAIL ON SHT NO. 1 . C " ' STREET IMPROVEMENT PLANS • O E: � �7 53 3000.00 251. 23 /25.G9 11 a— CONST. SIDEWALK PER CITY STD. DWG. NO' S . 304,310 �31/. D 4° 47' 07 ' 3033.00 253.32' 126. 7-3 Sidewalk layout is conceptual only. Approval of the final . sidewalk 4' 19'04 3033.00 ' 228.56' 1/4.36' TERRA VISTA PARKWAY WEST layout shall be made in the field and adjusted as necessary to meet C� CONST. DRIVEWAY APPROACH W=35 ' PER CITY ST3. NO. 306 . 78 3753" BOD' 10. 9g 1055' field conditions as approved by the Public Works Inspector and Project Planner prior to final construction. a— REMOVE EXISTING REDWOOD HEADER AND JOIN EXISTING PAVEMENT. G 78024%3" 8.00' 495"9' 6. 52' APPROVED BY � ATE / 1y � 1000.5'50" 3.033.00 532. 74' 26706 GTY ENG'NEER - RCE No. 22397 1 22'37 '12" 40.00' /5. T9 ' 8.00 QaOf E SS 0' Cr- CONST. HANDICAP RAMP PER CITY STD. DWG . NO. 310. 0 ��0 r '��� DESIGN MA OLE AN ASSOCIATES. INC. RE COMM LADED y�� �tTaA'W OF SAN BE NAROINO COUNTY � ,�� CONSULTING CIVIL ENGINEERING INSTALL STREET LIGHTS , 9500 LUM. w.4Nc 1�4�PI�4 DRAWN AND LAND PLANNING SHEET .Exp /�//d' p $45 N. Mountain Ave.,Sults IOFi I �I// E. M. T CJI\. UPLAND CALIFORNIA 91786 3 OF /3 /IV 6T/ ulvc�'KW/'i4-K b/"/N P�� ca7r ere, /t10.507 (Iv=3'� * �' PHONE' 1,} X146 -294-1 SEE s EE 1 �s EE cE cr6eri✓o. fl'Tf c 1 VAl� �� NECKED _ *&_ R C E No 1'¢�LDR AW IN G 0. H T � �� T� T T� G. N. naTE t �� FILE No/MN t : ' V 4'• i 1 i i i s 15 O ' t/. : : 1 i 1 I i . i , i : I i a f 1. /a 2.10 '� j : I ; ! I t t : - - - t + +--t fi BENCH MARK : l i � i i I - -- - i 1 : - - - - 1 i - 1- -- -t - 4-- - ! � - ° t t i } r I 1 1 t I ! 1 1 ? i I t ; -T } + t - + + r r t r r - : 1 I 41 i p AI } I I : ► 4 t /N Yi01 ? : 1 1 I i- rt j t - + r r t t fi. 1 BENCH MARK I � r i I I I t 1 i i 1 I NO. 96-B . : . ! I I � : j i i : I I I i I I I ; 1 fi _� i r } + ? t t- r : i -t -1 i AT THE NWC OF HAVEN AVE. : i i : . ° K1 } t t I.. '� i : ' I ! t ! t } + - --, I-- t _t - -- fi- -- - _ - i -fi1 - - - �_ -4 t 19TH ST 44 FT�• Ol � : 1 + f t 1 1 t �- `-. 1 . I . 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ND. /0/, ryP l 0 E T IN D ESCR IPTI O N o f REVISION \ LW V I %S q \ - I� m I O I - v � qLLI �� �' PLACE R&M) GATE APPROVE d _ � ( "�� NJ ►� 33 SIGN 34 R LoCa rE Fx�Sr. SrR Eer / E R 261s) S 1 GtJ ,a 04 x � � h I. t. to �.tr,j43p) tri - �,, ; C I T Y of RANCHO CUCAMONGA k On 1*� lltI h TRACT NO. 13271 Q �� TRACT N 0. 1327 I n/or,�: � w � OUR V� l�r4Tr4 ( PARKWAY IMPROVEMENTS ONLY) s/o a K LAYOUT /S C ak�,�PTUAL ave,y. rr-i-i,0VA1, � rH,s N' /�eLTA � BASE LINE ROAD )-INAIC S/00r'V't,G/- d vtYoc/T SHr4//, e,e Mstn>E /A/ Ttf,6 ,1.70-O ,"X X 4 � A I° 08' 04" 101'J00.Di0' /98. 00' 99.00' ,11 i 4a.rusT,ED its ,t/OCOS� ! tRY To M,�,E7 l=i,e�.o caAIVIT�OAAcS ,ts � ~ B 1°OS' 04" 10027. AO' /98. 53' 99.27' s�TitPEE'Y T/PEE LEl�EJti/O rt-r�i OVOD ,er TNS �.e/./c wog 49 /Nsr-,ec7v� ,IND �o./,�cT 1x � � � G l° 08' 04" 9940 00' /Mo. 0P 98. I' IMPROVEMENTS FROM 40+00.00 TO 51+00.00 h b 0.53' 53" 9953.00' 156 00' 78.00' - iC N�4M� CD�/til0/Y /1/"11E' �/.4 j-,(.,4,vv,�,e Pic/oie To �ivt,c, cxtsTi'�ucTlo�v w ���'� APPROVED BY ATE I Iq�'8 Y 0.53' 53" 9965.0t� 156- 19 ' 78. /0 ' EO A1� IVer,14 �.�v yfZeWM sT M• ,fPy �eaN�i4 /o ff W � 0. 53' 53" 9993.00' /5(o. G3' 78.32' /NSTALG 3rREET rrFES ,E CITY ENGINEER RCE.No At `7 c�ovsTR[/CT�O,�/ J r 6 0112, 361, 10007.00' 3!0 77' !8.39' �vor�s Foe srrEEr reFEs ov _//FEr / � � . � � 0'12 38" !0047.00' 3G 92' /g.q{o' OfESS�,; DESIGN M OL ND OCIATES, INC. 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