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HomeMy WebLinkAbout818 t BENCH MARK: GENERAL NOTES BENCH MARK No. 96-8 i0. R/W Vl AT THE NWC OF HAVEN AVENUE & 19TH 34 1. All work shall be done in accordance with these plans, the City of ST. , 44 FEET WEST HAVEN & 83 W Rancho Cucamonga Standards and the Standard Specifications for Public Sp' ,Xj' J FEET NORTH ¢ 19TH ST. , SET DRIVE Works Construction - current edition. Contractor shall be familiar Q SEE /MPJP0VFME/VTPZ' AA0V -B�SELAVF �i4D PIN w/C.S. TAG IN TOP AT THE EAST with and shall be responsible for adherence to these Standards and b' t0' 10' /O' BASE /i( L /E PLAN N4• ,e0�J0 END OF A HEAD WALL FOR 3-24" CMP NG/NESE . ELEV. 1430. 686 Specifications. /O' /O1 /101 /O4.5B5595 2. All pipelines or substructures of any kind, telephone or power poles, lE/E!l1IUE water meters, valves, fire hydrants, etc. shown or not shown on these s e plans within the right-of-way limits or in adjacent areas where 3�,sf "fr � ; l2 !3 # 7s 3L ;7 improvement work is to be done shall be removed, relocated or protected =r�T o'1:J O.I1 O./7 �tf 0.1Q1' S Pt��' AS , V _ in place as required at no cost to the City of Rancho Cucamonga. ?,�t�'; R./2316�1� T OFRA 8 3. Any contractor performing work on this project shall familiarize him- „ - ewvsr SV.A#V Ze /fR fx�F;. \ �4iu� v C COit/s7. .'1 AC. oVE�e:. : TR /6 j ss ea /s r/ �6 /S f / Q a �� self with the site and shall be solely responsible for any damage to �AN57" Q, L/RB W/T�� cirY of R4NcNo u C existing facilities resulting directly or indirectly from his opera- COMPACTED i✓AT/1/E SD�L cUCAMon�s> STD.NO T '.;�?_ ; tions, whether or not such facilities are shown on these laps. �'� CITY aF ,4A�/C�4/D 3/O all &-YPiCAL) > P CUCAML/NCvA STD. OkfS. 4 /;;? 7. .9 � �v0. 303 (rYP/CAL_) TYPICAL SECTION :p-:1/7.. __ er y 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering : tv •~ WI (SEE g � De aitment prior to an encroachment or construction within Cit of ^ I •r ''O p p y y VALENCIA AVENUE +Q' u °iejv� ? Rancho Cucamonga easement or right-of-way. TI' 5, "R" VALUE OF EXISTING= 70 i /`fv 0 W S. All grade stakes shall be set by the Contractor or Engineer. Paving ° stakes shall be set at all hingeP oints, edge of pavement points within 0.01 foot of sub-grade elevation and at not more than 50 foot 20 %, r intervals. Additional paving stakes may be required by City Engineer �5cwunc" 'T /f #as needed at warped or vertical curve areas. V see3�rt f /d t W.4 � oR�v _ s 6. All sewer, water, electric, gas, phone or other utility laterals, d 5� /e• 40 �g� 4.5 ® Q i7 14 , // see SlIr 6'40k", mains, or crossings shall be constructed prior to paving. �( /+J ,cve jr/re/47 ORA/* w /f a /S fit ' 9' 9 7. Compaction tests of- embankment construction, trench backfill, com- LEYEL L/N 048 •/ i 1 40 pacting original ground and all sub-grades shall be performed at no SLOPr�� Q4a' p.29' I O./7' 0,, FT I // cost to the City of Rancho Cucamonga. A written report with these _ _- _--- O'291 - /nR0?O SED TP/JCT A/ compaction tests shall be submitted to the City Engineer for approval prior to the placement of base materials and/or surfacing. , CONST 3 ��A.G. CONST. S/Df{✓,4fK PER KEY M A P c'oNST. d LURB � cirY OF .PANG'NO INDEX MAP dUTTE.e PER c/TY - OVER COMPACTED CUC'AMOn/�A STD. NOT TO SCA�n S. At the completion of paving, a materials report shall be submitted to OF NAT/tiE SO/L . PWG. /VO. 3/03//. the City Engineer. Lising all tests or determinations completed to A0AA1C110 CUCA^10&*A WGCAL verify stability oil content and Gradation of asphalt Paving PrP/ �0 303. TYPICAL SECTION � 6CALE: /"= 0001' KTS 9. Prior to installation of any paving, a materials report shall be WILDROSE DRIVE,HARMONY DRIVE,AURORA PLACE submitted to the City Engineer. Listing all tests or determinations completed to verify: R-value, sieve analysis and sand equivalent of ORANGEBLOSSOM DRIVE, HIGHGROVE PLACE, AMBROSIA ROAD aggregate base. Y TI: 5 *R" VALUE OF EXISTING= 70 10. When improvements are to be placed on native soil which consists of a E rocky material, the sub-grade shall be prepared by removing all rocks which protrude above the sub-grade and all voids or depressions shall be filled with a fine grade material of a quality better than the nativt material. 11. If the asphalt concrete is to be placed on sub-grade, a soils 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 rate for the full pavement width prior to paving. 12. Estimate of quantities is provided by the Engineer only for the con- k venience of the developer, the contractor shall make his own deter- mination of construction quantities before submitting a bid. Any item of work required by these plans which is not specifically listed in the estimate of quantities shall be considered as included in the other items of work. s 13. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 shall be constructed at each intersection. 14. City approval of plans does not relieve the developer from responsibility for the correction of error and omission discovered during construction. E, Upon request the required plan revisions shall be promptly submitted to the City Engineer for approval. 15. Work site and exterior streets shall be in a neat, clean, hazard free, orderly state, throughout construction. Site shall be cleaned upon request of the inspector. r; 16. Contact all Utilitv Companies as reeuired. 48 hours orior to excavation. Proviaed zor your convenience are Lne iollowinb: i A. San Gabriel Valley Municipal Water District Mr. Bob Stallings (213) 969-2718 for Base Line Road construction B. General Telephone (800) 422-4132 for underground service C. Southern California Gas Company (714) 529-2889 E. 2191 E. Birch Street (714) 529-7070 Brea, CA 92621 D. Cucamonga County Water District (714) 987-2591 9641 San Bernardino Road Rancho Cucamonga, CA 91730 CONSTRUCTION NOTES AND QUANTITIES TR.12316 TR.12316-1 TOTALS NOTICE Za-- CONST. 3" A.C. ON COMPACTED NATIVE SOIL 56,, Z9/ 5:f. 67, 11v46,, 93, 955 9.,-- CONTRACTOR FCONTRACTOR SHALL VERIFY ALL 'S CONST. 8" CURB & GUTTER PER CITY OF RANCHO CONDITIONS AND DIMENSIONS CUCAMONGA STD. DWG. NO. 303 /,GG7L.f g-ole _l 4a7wf AND SHALL REPORT ALL DIS- CONST. HANDICAP RAMP PER CITY OF RANCHO CREPANCIES TO THE ENGINEER CUCAMONGA STD. DWG. NO. 310 6Ey 'le". PRIOR TO THE COMMENCEMENT 6 CONST. SIDEWALK PER CITY OF RANCHO OF WORK. CUCAMONGA STD. DWG. NO. 310,311,8 4 5 ' & 60' . STREET SECTIONS 4,04leg 5.f. G, 7/76.f //6•'1 31' O ESC R IPTI 0 N o f REVISION DATE APPROVE ' PRIVATE ENGINEER'S NOTICE TO CONTRACTOR �J CONST. CROSS GUTTER PER CITY OF RANCHO CONST. G" STD. DWG. NO. 308 (x=3 ' ) 702�f. �¢DB�f. z//O✓l'f CITY of RANCHO CUCAMONGA THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR 9 CONST. 8 CURB ONLY PER CITY OF RANCHO STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF CUCAMONGA STD. DWG. NO. 301 87L.F /G9,C.f td9C.f. AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE CONST. CONC. DRIVEWAY APPROACH PER CITY OF RANCHO NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CUCAMONGA STD. DWG. NO. 305 (x=3 ' ; w=16 ' j 3 /G89F 3,2��s G, 424.�'f 'TRACT NO. 12316 - 1 CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO IZ INSTALL STREET LIGHTS, 5800 L.M. 66,47 106;d7 /g E� PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES I3 INSTALL STREET SIGN PER CITY OF RANCHO CUCAMONGA NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION STD. DWG. NO. 401 3E,4 ¢E,4 7�� & TRACT N 12316 OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 14 INSTALL TRAFFIC STOP SIGN PER CITY OF RANCHO �UCAMONGA STD. DWG. NO. 4 02 O 15 INSTALL 15APPICADE PEPZ CITY OF RANCI40 CUCAMON4A STD. TITLE SHEET SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR DwG. NIC, 4.04. ! EA / EA. 2 EA, APPROVED 8Y ATE/,/z- CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY /VOTE : FOR STEM .DRA//V 41414A17-17%=_S SEE SNT. s o�.5. CITY ENGINEER RCE.No 23869 - FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PRO- JECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE- DESIGN MADOLE AND ASSOCIATES, INC. ��,,pp MENDED MENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING OF SAN BERNARDINO COUNTY 3 � .HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE s CONSULTINQ CIVIL ENGINEERING �� En�j cine OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL DRAWN AND LAND PLANNING SHEE T OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS 545N.Mountafn Ave.,Sulte 105 PROJECT,EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE 1�P. S. UPN NND9(7 0)4&- 1744f OF OF THE OWNER OR THE ENGINEER. NECKED U 42 RCE. No MAY DRAWING N0. GN. DA E 5i3/ B? FILE N0.1-K-4"t ' 8 18 ° JN12�o -66q-5 Y 1-T - +- -+- -t- - - 1- ,v� L='fYZ•Q4 14T 58' -Z4�7 i : + 42•41' i o,C. a.�. BENCH MARK . t - 4 - - - -- -- _ _ ­ 4 1 BENCH MARK NO. 96-D . -�_ � _ i s;� ?(1 �O VENUE _ ,�� 44 t 'O•�• r_ � ' i 'L- � AT THE NWC OF HAVEN A i 19 N 4 4 ; W L'Y �., i 7�I j i ST. , 4 4 FEET WEST HAVEN & 8 3 D ; 0102. t... ----- 4 - - } ( FEET NORTH 4 19TH ST. , SET DRIVE wE - - - - - © -t D` ' _� ' PIN /C.S. TAG IN TOP AT THE EAST L41• : U ! nl .� �_ -- t PjV=;1 .9g _ �� - -# - Ti- '1 } END OF A HEAD WALL FOR 3-24" CMP 4 f} ; / t t } q► q ` 0; -'Ng ELEV. 1430.686 W 14Y V r - aly.00 0 s , y ; , •`i , s WILY ; ,& 4 r 0 + i - -. s !u m C �'Oi ( i 1 1 g Z 1 .Top bo W LY Guy . . . : . . � - min � -}- - �° - ' i � � � U V t t '314 t rt + 1 �.Sb i 1 a ; TN ~V.�. I t __ - - - -+ - - - - - 2• - - - - Pa.✓.•A3/2.�,/ .i� c ! p W L i = o V M titn; O'y O to i h •F `i" - : ; : ; _ , ! 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"Z w 3 �p°' 3 �`•z1 e'+plE. /'a�3, Ca �Q llh �1 C]'\� ` \{�• �•'' M Z /�� \ �2g. •J 4i /` - 50.04'-- 37/8._ / \ 25.72' / F� 4' ?9.00 /s.za so.oe zz' - - !I \ n ---- -- -�--- N \tioh� Qo�� I (Ih u ��r 8 �� J s 12 - }^ -- - - mN � 9 � � 2h� 6 g4 $ � n 3 2 I o�c !2 t�9 � If Ab 10 Wz � 8 7 0 W + e ( II P4 .r C.t 570�eM L Im 7 N _ N p, c� - W $ V sF� tQ PRAIA/ s ,e I m 1 O� S�� o I I �L s I z - t N ,Q *' In A E / I) � A N A4n/0 R2 OF/l E' I1 _ In z , N�FBL ,^ C U R\/E DATA '�t r o a`"i �� N w z R L T N Uj A m f,` D �• A II ° 12' Ro'• 818.00' 159•1115' b0.25' 0) 0 1 z I I RI v� ? D 12.22' 42 " 800 00' 172 - 83' 802 . 702' O w , C 12. 22' 42" 7152.00' 168• q5' 64.150' ° D oG •I I ' 21 " 800.001 84. 42' 43.25' e 06011 , -21 • 818.00' Se. 3c' 44.22' CONSTRUCTION NOTES 0 DESCRIPTIONof REVISION GATE APPROVE t= IS• 0d' 4027. 70' 146.q3' 74.015' 2a-CONST. 2h" A.C. ON COMPACTED NATIVE SOIL. L N 6 �•�"�„ 38. 00, 56. 44' 4449' a---CONST. 8" CURB & GUTTER PER CITY OF RANCHO AMBROSIA ROAD CITY of RANCHO CUCAMONGA VA E CIA AVENUE N 1st 102 33 27.0,0 38. 30' 23.17 CUCAMONGA STD. DWG. NO. 303. m 1 101'14'33" 07.00' 100.75' 69 .4,1' �-CONST. HANDICAP RAMP PER CITY OF RANCHO TRACT NO. 12316= 1 J 127.08'34" 58.00' 128.71 ' 116.6 q ' - CUCAMONGA STD. DWG. NO. 310. 12 .3,1'23" 388.00' 85.71 ' 43.03' G�--CONST. SIDEWALK PER CITY OF RANCHOCUCAMOI L 002. 11 '2-2m 818.00' 88.37' 44.23' STREET STD. DWG. N0.310,311,6 4 5 & 60' & TRACT NO. 12316 STREET SECTIONS. M 20025, 1-2, 79.00' 24- 73, 13.51 ' 7) CONST. CROSS GUTTER PER CITY OF RANCHO zs R L T N 34.28'01 " 102.00' GI -3c, 91•G4' CUCAMONGA STD. DWG. NO. 308 (x-3 ' ) . g�-�- VALENCIA AVENUE AMBROSIA ROAD OZ 6. 45' 23 " 180.00' 2 1 .22 , 10.1'c2' o 02�14' I►" 3'10.00' )4.44' 7.221 CUCAMONGA STUB DWG. NO. 301Y OF RANCHO ° ' P 02 14' 11" 352.00' 13.74 ' 02.87 APPROVED BY ATE 6-/Z-9 ® 7 09 OG 220.00' 27.402 13.75 (? --INSTALL STREET LIGHTS , 5800 L.M. q 15'4.5'00" 1q2-� 5'2.70' 202.502' R 15.45'00" 210.00' 57.73' 2,1.05' &_-INSTALL STREET SIGN PER CITY OF RANCHO CUCAMONGA G TY ENGINEER RCE.No 23889 STD. DWG. No. 401 . DESIGN MADOLE AND ASSOCIATES, INC. RECOMMENDED 5 16*4500" 228.00' G'2.G8' 31. 54' 15 _INSTALL 13aRRICADE PE2_ CITY OF OtANCMO CLICAI'lOh43A S. W OF SAN BERNARDINO COUNTY �ob s. M �ttccci>� 7 90"00'00" 27.00' 42.41' 27.00' STD_ DWG _ NO. 404 . CONSULTING CIVIL ENGINEERING U gs•36'io" 27.00' 4505' 2,1•78' DRAWN AND LAND PLANNING • SHEET V 18•x0'00" 102•x' 32.04' 102•iG ' 1(077: l STALL z%4�p� 1e*An_� ewz)e /.� TRwk'7? APE 546 N.Mountain Ave.,Suite 105 W G• II' 2t" SOO.00' 86.42' 43.25' /ADT -CONS 7. A7- TyE SAME 77Ay�. 4i�CAOE 7� DRAIAI UPLAND A N CALIFORNIA A)I 94RNI 91786 OF 5 x 19.08'00" 370.00' 123.5G' (.Z.3G' ORA//V /F 7TIVO /23/0-/ /S e0AIBTRCJC7Z7D FheS77 HECKED � Q{L�aC_ RCE No MeY DRAWIN NO. Y 02'45'23" 200.00' 23.58' II.81' p A �s1 11 l 81 FILE N o /zc-E6s ! J•tJ• 126-6029-5 qL : - 1 ; t PO fTIQN C�`. IGI� V �`'Gly 4 3 P��- !�; �: ,� �� , ,. 5 BENCH MARK : i L. l22•�3 } : : i D G• 1 - - r1 N:�• BENCH MARK NO. 96-B j N j iVIP _ L=•f F/ } AT THE NWC OF HAVEN AVENUE & 19TH - Off. O:•G• `- } _ } � � ♦+ fi � � _ _} NJ a•t• , ST. , 44 FEET WEST t HAVEN i 83 FEET NORTH ¢ 19TH ST. , SET DRIVE U w� h 1 PIN w/C.S. TAG IN TOP AT THE EAST } : in V �- �' - 1 - ° J _ END OF A HEAD WALL FOR 3-24" CMP ' - - - - -- -— - i�i4 0. ELEV. 1430.686 ,+ or N aj L3, 4- () - - 0!L I V_ i : 0 0 H TOP wOF CUM 1 S 1 t I1J rs041 + , : , U -1 - - - DI -11► i - - — - - -- — — - �1J Ne .� - � �«- i ��• �dap o ; r' : z -g _C ZOW AME - i I - - G D I v - �� vC - + } I - I I '/ f 1 riv - 13u.Z� T : i , 1 - - - — - - - - - - - } t -{- - -- 4 -3• I �. - L - - 1 j t i O--i T i 0 0►` V t W' ` 1 1 j7. 41 NJ; - O l9 t(1' _ I 1 0 r} DI - - - - - 4- �; I, 1 p; r\ 7 j > i } �i � j ` � �'' f i ; t � , j -�—� .L= Xo 75� .0 N � = 7 .26• �!�! ' '-�. + ; � i t •' : � , eft , , . j + ­ t.. tt t -1 , = f , — I I I I - I I I 1 1 , - - - ---------- i t + +- --� - -1- --- -� - -- -- - -j -+ - - - -+-+ - - - - - - - - - - - - - - - - - - - - hRO'F� Le HOR "s4 1 . . VLWR• Ion 4 ; ' I ! O I, 2 3 O 1, 2 3 4 VALENCIA AVENUE 32 33 34 35 J6 37 »fit=_ 9"T. 2 OR 5 4, In o so Uq I to ID Ir �� �T,� % � � Q-U I ��+�'11.N�' q �''^ 1 BCJ�L.L 1%•40� Q N SIN E IOAA q/1 — _— -- - _ 13 �i 1'L � � � vl `► /o 1''��O• g J1 3 �p8 � tl. -- 3/�� N s9'58'42,. E �'�` .D• i 151/ ,N +4 9? /3 /s' 14 \r oc a S,y� �4 0 Fr 00- 1' \ ———— -- — —�- _ 56.68 mss.�s �� �,S J\/ S14 S G,i00 Op t� I 0145,00 tCR �. 12 _ _ 4z_o3- �_�z C 3 r�\ U� ���4 X a,Gj. N / /1 30 14 1 2 +.00.00 N h p — ``meg 'Ck Rs 17 O 0 p�,c.90 ��� vn w ° �.•t3 �o �• z $ � r v, $ � r k ( � 1- I r o A+ 614 c of is h ��z �� 'S{ 10•°13 -4 1+3T Ga gwcv'N CROWN .y �• >r,NE T-R-q�s. 28 -4 1+07 32 E'�A ceowN V ORANGEBLOSSOM( n - L/NE TRANS, DRIVE 21 I i to 27 •� ., - O D R L T 22 V ® 15 " 250'12" 318.00' 8G. os' 43.2q' X04 '" M ' " ' ' DESCRIPTION of REVISION I g 54- Oa 8a� o0 8�s.26 al.go �1 OCR •j C IS° 5404 " 282.00' 78. 26' 39.38' CONSTRUCTION NOTES GATE APPROVE 1 �`` `�--34' ----- > O " CONST. " A.C. NATIVE SOIL. CITY of RANCHO AN HO CUCAMONGA I. it��?��� �` � �'�C. v' � � OD 04 24 t2 1118 -00 85.9 2 42-41813 `-' CONST. 8" CURB.&OGUTOTER PCERCITY OF RANCHO 26 ~ 0 Q iE OG°45123 " 1roo.00� 1241.71 (04,93' CUCAMONGA STD. DWG. NO. 303. W O •� CONST. HANDICAP RAMP PER CITY OF RANCHO TRACT NO. 123_16�11 O _ h V) tc OS• 59'20" 1062.00' 169• '75' 85.05' CUCAMONGA STD. DWG. NO. 310.El - cl� N 0 O „ GO---- CONST. SIDEWALK PER CITY OF RANCHO g,� TRACT NO. 12316 ��_ a 6 12( 02 32 58.00 122. 5 3 102.60 CUCAMONGA STD. DWG. NO.31031! a 45 60 25 ai O ' ' STREET SECTIONS. t" � •-1 _ H 90000, 00" 57-00, 89.54 5 7•AO (D- CONST. CROSS GUTTER PER CITY OF RANCHO QO•GY�' 00 27.00 42.41 ' 27•QO' CUCAMONGA STD. DWG. No. 308 (x=3 ' ) . HIGHGROVE PLACE ORANGEBLOSSONi DRIVE 102.00' 27•G3' 13.90 V CONST. 8" CURB ONLY PER CITY OF RANCHO APPROVED BY NTE -12, 47 CUCAMONGA STD. DWG. NO. 301 . 41 }' OK 87°00'34" 27.00' 41 .0x' 25.a5, /,Z INSTALL STREET LIGHTS, 5800 L.M. CITY ENGINEER CE No 23869 ° �t 7♦ f "1' INSTALL STREET SIGN PER CITY OF RANCHO CUCAMONGA DESIGN MADOLE AND ASSOCIATES, INC. i/ RE to s. % NDED L 87 4S raQ. 2 017 4 f 3�0 25 9 STD. DWG. NO. 4 01 . -h _ 24 23 ] 31 30 O OF SAN BERNARDINO COUNTY 5 ,, 0 Q O 020 13' 57" 1100.00' 44.84, 21 .43' $� CONSULTING CIVIL ENGINEERING t 0 2 - DRAWN AND LAND PLANNING• SHEET NO OSS 59'w 110000 172.5 7' 86.4G� 545 N. Mountain Ave.,Sulte 105 �j ,a• UPLAND CALIFORNIA 91788 — OF-� P H 0 N e(714) 946- 9Gz9 HIGHIGROVE PLACE KECKED . .BVI. RCE No %¢� DRAWING NO. Gy DAT 0 FILE No l�1 818 J.N. 126- G61-5 t f L=42 41 I SI s cr Tioy p �Qo'V.c. °'c P v =r�d5. q - - } ' - - P v I 4:��, - - BENCH MARK : X - r i ► 1 C Nb 5� ! 9 , 96-15 = 9 •4 ; ISI rY - d. ! 1` N M1- •• t� AT1 + ATHENWCH RC OF NO. AVENUE & 19TH - - G3 ' ' -- i- ' �- - - i I �4G ST. 44 FEET WEST HAVEN 83 t f - - FEET NORTH E 19TH ST. , SET DRIVE i t 25 _ c t3. 7 4 �_- _ _ D.G 1 - t� N r, PIN w/C.S. TAG IN TOP AT THE EAST r-�6• �j' rf1 I END OF A HEAD WALL FOR 3-24" CMP • J CI - - - - - - -- - - - - - - - - - -- _ • • 4 Alq ELEV. 1430. 086 �9 t t 4. . IN. _ ! 0 N , m� 1 � , 'fes: W �'`+� R8 - - - � �-- -- - ♦ � -�-�- - � i- � -- - - - - - TSP O� N �`� �UI!;�? - - i i i 1 i *: �: �' 1 ; N1 - � Qr33nII O�✓�•• - - ' C• - - - -� - t ` L0� 1 40t!C. - -+ - : - - --� - --�--� - - i -_ �_ i fir, :P. 1.(/- 5.9 _ r ! - i i 5.dr✓J', ! i Z t I,� C->` ''A� ' ��' .51.0 - 41 to ! ► t : 1 1 : J 1 J J { } { { - - - - - - - '- 'O. 1 - ` _.1 "- 1 1 - 1�} ik k -- - CROWN L 9 0 --N 400 1 ; tnu)) r E�4 .1 f2: '° Li-Gt27' �L 61;20' i { . N.L.1N�i � l�bs�6°l ID11ni+� !Of 1 , f J - - - = - -- - N L�Nt ! 1�IOF�Tt�t.1 Imo' v 30 l,t4 �• r i _. �L --1 : : - t 1 J J 1 � : < < - - - - - - _ _- - -� - : - � + { - `` � : : . A1� - .J V=i 1306.24 � - - -L '73.24 -- - - i - - ! i } ! ► ! �.� 2. Gl - - ! OI Ci - t 1 - - ! b r I -i--- - ' ; * - ! , i MZ-Yt 1 �4 't 1 t r - - +i m . ,� ,, - .] - _ f t °° -""- - - - ? l� O. T r1 11 4 t t 1 VT : : - - + 1 1 t 1 l i * � t t + r 1 ' 4 PRO>�IL� { t"OR. r 1 i : t : -I : - - t --t : 1 - - : : _ -: i I 1 • i -- - - - - -Z 1 - � - - - - - { { _ t -{ 4 ► : - ♦ . - ? 1 ? I I r V R- t 4a I t f I ! r 3 O i 2 I 3 3 4- ! 8-HT. , 3 O'F 5 , , I I I 4'5' 4.5' I II I I1 v A. I I 4O' /.�� 4 � _ r6 C ALE to,- 40 o � � 3 � ooe 1 � �C�� �► A� 20 !' `Slq 26 M ti � 4' - s,-� `s'crF SfA R 21 01 22 23 24 25 Oq � � N •ss'4.211w 5 15 6 2 3 A �9 �` of / o • „� 6 b S / S Iq - __ � % 25 J,F, Flo �'�o' r }• �'S•�4a�rc 44 9 .70' � a ^ / / �'s� c ai' ---- •9a__ Js�\ A'- 01 111 I�JJ 4 � / / \a D h 3 Z , v� 1308.�{i T AO �� + ri.'os' Cdr �:► �� R A• � � N , (o 0� '/ l� s��•G� G4 - - _- / �\� / 2+5�. gp ¢c. "MANY /2 ,. i 29 �+�1c II �` �' Z �\ .���, / ,4U L1� �,� r c3o a7"w 2 a 9S+t N a� y t R�R4 + L. - 1. N -sa'�2„E J ►�aa. .y I I �' a121VE IS �'� - p 12 e.'74 ' 1 " 24 23 -Al4t: Wi Q o G / 3 /3 ��c B r_ I �o�, AanfllP` \,y�lb' .nF 3 ?9�q�c- A°' Ro L y p'` 2 _j 2 2 ,p �� K :� > oe' t� �o'� 1 <Vt Q �A \`� t � 1 '2t14-SQ t Q YL �:� I-] ; 2 t R u V (3 � `_ -- �i 0. * /t/are: CONT ,�.d�ee1e'ADF 04&)e he TIC AV /Z.3* ` 14• (?C Q •c o ff? i A4No /Z3/!. ARE No roN3TRuCT,wAT T,Vf rk, * � �ySl,4� SAME T/M,E• \ry D 15 16 �� , w��t , 9 �, /o ?4",� 97"Af D�PAiN Q R L T CP,CWN LINE TM^N15. is M0 � s� ��� 4,Fe SAer S OF 5- FG1� 1kk 11 . o LAA/ f' PRoF/[E ° 53' 2x^ 4►8.a�' ►81. s�' 82.25' DESCRIPTION of REVISION I t 51Z-16 25FICIN TR. 12310 ,a I� 1+ 32.50 © 24.53124" 400.40' 173.'7'1 ` r�SB.28' WILDROSEGATE APPROVE TR. 12317 i I I TPAZT 13DRY• DRIVE 15 - u HARMONY DRIVIto 24° 53'24 3s2.00' lyd5•415' 84 .30' CITY of RANCHO CUCAMONGA L'2�it/S"T j1�/CAptay1,eM.A0 AA; 45' la.s' �D 15 0 5 CIG " 102.00' 27•G3 ' 1'3 .410' /5 L'GWST.PUCTEO �.P/OR ' � jR NO. /l.3/7. � SDE 7a ��N /f Tit. No/Z3/& 0 121 ° 02, 32 " 58.�' 122.53' 10'L .6o' TRACT N 1. 2- 3. 1 .6ml co^/sr.+ z1rrE0 Aeiot ra re.Av. 1Z3i7. CONSTRUCTION NOTES0 0 010-00'00" 57-00 ' 801.5 4' 57.00 a-CONST. 2h" A.C. ON COMPACTED NATIVE SOIL. GO go04 L7'OO" 2-1.00' 42.4 I ' 27 00 1 & TRACT N 12316 AURORA F 3 CONST. 8 CURB & GUTTER PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 303. H 19 ° 26'00 " 2E�0.00' $7. 51 1 44 .181 O N f AURORA PLACE , HARMONY DRIVE , WILDROSE DRIVE ' �--CONST. HANDICAP RAMP PER CITY OF RANCHO � 41 la 10 102.40 73.20 38. 3! - CLJCAMONGA STD. DWG. N0. 310. APPROVED 8Y qTE 6-/L-B a- CONST. SIDEWALK PER CITY OF RANCHO O CUCAMONGA STD. DWG. NO. 3t0,311,& 45 ' X60' J G1D'05'02 N 222.00' 0.33' O• I6 ' STREET SECTIONS. K 2ga26 ,000 75.00 ' _3655' lq 70 ' GTY ENGtNEE RCE No 23889 /1 INSTALL STREET LIGHTS, 5800 L.M. o „ - - ---. DESIGN MADOLE AND ASSOCIATES, INC. ��ppM ENDED �/ INSTALL• STREET SIGN PER CITY OF RANCHO O 29 Q3 - 240.00' 1121-.06, 62. 3a1 s,W. OF SAN BERNARDINO COUNTY fba fUCAMONGA STD. DWG. N0. 401 . CONSULTING CIVIL ENGINEERING m��' l5 INSTALL BARRICADE PER CITY OF RANCHO CXAMONM pRgyrN 545 N.Mountaln Ave.,Sulte 105 AND LAND PLANNING SHEET STD. DWG. NO. 4-04 -� o. UPLAND CALIFORNIA 917 6 �i F �r PHONE'(714) 946-Z0Q9 HECKED RCE No /'�B�¢ DRAWI G N0. G y D A E _ F I L E N o r16�6�-t 8A J.N. 12G- GGq-S w 3 ` - . . . . .. • . 1 t t # a 0 V 3 v - ._;-- _ __-_ _- --- __ - --- - -+- - �.. -- -- - - t - t i :UI L=32 107✓g t$.7�' 1 _.r _ >, r - t-_ - t _ r -�- i -�-t - -- - r- -r- : -r--� r r-I -r »t}}}} , i I u : t ' 1 { �' �! ! - - - _ - ; - - 1 ! , ! I i ♦ , i ' 1 1 J , i 1 • L 42.41 -c. BENCH MARK. - . : = D. } 1 i , tr - r - - -- • __- -+- - - - - + - - - + - - -- - + - - F - + tt - i t T t ! T : r - 1 r ; i t rt -r + ? s 1 t t t' Y T ; 'L i t t t r i S ? t -} - t ! ! ; I i t I 1 i i -r-- r r Y a° - it ; 1 {ti{ t \, # J•�•G+ t . t r t i - } } ; t , .-t r 1 + 1{I� t r" i -f L +45:05 i 0 �.$J1}Aj!7..�.��'--• .0 °° _{ BENCH MARK NO. 96 B i ' , . , , V t _ i 1 i i , , i , 1 j 1 ; ; ; 1 i ' ./± i 2/ , ii ; 1� ; 0XIST -_ - 1 , f - + ; ;p.p. a' t? ! C. AT THE NWC OF HAVEN AVENUE & 19TH I i i t J ' 1 ;� O V :a� , e A� - # rt- # t + i 5.71 L=62.76• t t- ;' T _ 15.9. 8. 1 J �- + ; I ! j h 4 4' fA 4 L.1r - I i L 8 J + L'- /� 710 4 ; i ST. , 4 4 FEET WEST 4 HAVEN & 8 3 O , 4 • t 1 t t t =23•t4 ; r = - _ - _ _ _ _ _ _ - _ 1 ; . _ _ - ?- _ . - r _ : - - -t - FEET NORTH 19TH ST. SET DRIVE 1 : t L 'o l9 i ? r 1 •C r { t 1 Q.G i f /4: /4 �` a/,o -1 ; :o C• '�; i� t i ?hi i i 1 rap y.G• i ! ; j I ? : i i �1 u U 4 'IQ ? ! PIN w/C.S. TAG IN TOP AT THE EAST _ _ . . 1 _ - - - - - - - - - - + -+ + - _ ._ .. - t X41.00 0; m ;b : } t dl t V= [ .9 I ' r . ; t I I -t _1 + Q ' ec tD 1 t - . L \ I � t 1 1 P 3Q? i i t = I t U IU 4 + t END OF A HEAD WALL FOR 3'24" CMP 1 + t 0.G . �}� `* in -y,77,.,...:. -� - - + t , j t O _. _. t 1 t �p ELEV. 1430.686 - +-- -�-- % b 14 �I \ ��� 1 L 3$ 7C! allO V25 Y+ N __ r ' A+�1• �/ O IiL U) , - �� ti -_. -0 \ \ �- . I : (J G,• t : 4 'I� • M j =45.235 i I t i 'J„tY �' 4 I I� _ _ ! i. I i VICY 1 , 11 ♦ . p • 0! Ol , 2 - - _ i -r �_ r * + _ j. A . _ , } 4 1 a 'j 9 ao r j - } "} - I 5"0311, t I i -- N . - t+ t I ,(1 �°!�4 �(a �,/4 '�` ! O j 'L�? 2•i4 O G•t . ! _t �} . • i ' is 1 :Big t N W' W' i 1 - I f ' r� O i f t Q ��� *" - 4i nl.� 1 i _ ' I 1 1 V O �l��f ��' i i 4 . L e 4 r , ! . , T_ p E� - . , , _ . , + - - --- - - - - - - - - - - - - - -_ - - - - • - - t t t �' f,, 71• Tqm fi t ?Q . -hl�.� GW S' _ _� r �v� (t1 } , : t t1�A} } :: _Q•G. t ? e 31 t L= 146.�1� - - }�: # - I.- - -- - i I i ; ! i : : ; i : 1 1ic 0 �9 V O °/O co - + ; t `J # a T Iv 1y j r . : a : : - _s .- . 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I . f2 .53 i a- - , . .. _ -. _ . . - -;, , t t.. �. i . .' 1- i I, _ - - _ ♦ �. -_ . .- .. i• - t - i L t - -_ --_ - .-. t , .i_ _ .- 2 I U ugh N �• BENCH MARK NO 96 B : i t i f c m r �J 1(1 ; _ . 4 I { ,} O C• - i : I ; N 0 0, _ rn n L-!t F/ AT THE NW OF HAVEN AVENUE & 19TH .. _ ,_ I Q' Q`1 . i i -127. i i 63 3 I. i- t ; N o• t �' r I } I' iia- ` m m N__ N; N N + (� O.c. 5T. , 44 FEET WEST Q` HAVEN & 83 . r p G. t C7 G - + I I - to i �: b . i t i gi 5$ _ _ _ . I t } - t _ t i _ m t 5�+ � lQ- I lt1 FEET NORTH 19TH ST SET DRIVE I ..3fSY �• k t I ; _ I Q <V l� I 0: . t V i, 0 1 I - + l� o _' 'o _ t- h O PIN w/C.S. TAG IN TOP AT THE EAST _ - - LY 1, x ; r - - . . t 113 0o W U 1 t �D th 12 l ay In d1; In Q_ 4' 4� ccs END OF A HEAD WALL FOR 3-24 CMP : i 1n . --/- . tD ; I i ; t V jI 1 - - o� F } !N t..: ,.,[ I : } } r ; ; " �.28r0 4237 ' L='8G.a5' D.0 + t1l IQ 0Cri O ELEV. 1430. 686 . : I I I �} ,m t� e I �- ! i ; I-� L=.210•b4` -�--� O D M ti . - . 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CONTROLLER +•ELFC TRiG SERV/CE TO BE RESTORED TO GOOD ve2 . 7 /776 1 OPERATING CONDITION RS NE'CESSRi4Y. �;G• �a-- - —_^ r---- - -- _ .. --- _ N� ZI BEGINPROJECT RPPROX. 20 /o v=4 65 fi /+ TrP a YJ ' • • -- i = 8. 5hll &-P,LIDO moo. - -- _ tk_ •} ; .� - J ,�f -� l oo 6aoo � o 6o.nc �' ---�- � Ute. �I'� � ti • '-, a 0> ' - /vc ' / � � P�io� a u �2 co. Sri,''�o . /2 � S- G , a•• 8 ^'%f - - _'- -----�_• - -_ -'= Q WE P HOLES F/R9T � �i u G E r a`,w 1 9 iS 7 G 5 4M `° 30 3 2 I i � °� ' s '2 iT 2'M/GH ccwc . • V) N CeW8 �&'AOV, N BL -K JNi9L L rC+E B( L G ON C . /3LOCJC IMAt! b 't3o i • �� V /• WoAsac cru 15z- a L A_ CC•c_s m� 0 GRac/7�0 duo• ^ � i tirrenn '"° G O�t/57RUGT/DIV t , \ �j. V Pipe (perforated - '. Red 9ricuon An AFDrcwd Tree Well trrigocon Box. N��S l � � / �' N �e Tree Well - s C: or Brick p� PRrr'ARr±D VI VOER Tf/� SUPFr�v�S�oN DF e IrrlOotiod o - ParkwOy Box With • ' Flood Head. — .. • ". �-- . y: r; • TREE Frwd Meed • ' • ,. "r' j~d:Perforated 1/2 d. pipe I '► Pipe l/�"d, pipe—� A , , b i4• Lortq;•L• Shape) •. ' 1 W/EM Plu • '• L e 0. 0 / PC. Curb and PIUq 6"Of 3/4'10 r Gut t Water'Supply LinE (to be connected to ' f"d Grovel ►f2"wide]r Mbfli► fly tint ;f0 b: 1xr;lr:.J 1•i, trftha . connected to EYrs►No ` •' �, -'-'—PARKWAY—+ti .• 'V - QboW Ih. tvores. EXIST. BLOCK MALL a — Roaowa(—y r DETAIL FOFtTREE }W- LLr`air No Scale SECTION A A i • No Scale LEGEND - - - INSTALL NEW 15 GAL. TREE INCUL DING STAKE AND T/E. (EUCALYPTUS PINK oR RED IRONBARK) EX/ST. WALK BR/CK PLACED EST/MATED QUA Nr/TIE'S • ' EX/ST/NG TREE TO REMAIN. • ON 2" P. C-C. ,3 SALT FINISH DESCRIPTION QUANT. UNI T CAP ALL UNUSED /RR. _ 3"P. C.C. PA RKWAY -` : : •' - . ' . - . - 15 GAL. TREE 32 _ EA. LOOSE RED BRICK 5300 SWORE S.F. +i - , LINES .' - 1_ ' • ; : ' BRICK PLACED THIS PLAN T YP. SAND. FOR P ' • _ - - � • . ' , ON 3 3"SALT FINISH A RKWq YS Bl3♦B35 � • - DESCR/PTION ESTI • ' - - ' - • • 5400 MATED e UANTITIE UNIT N _ ' o • , , P.C.C. PARKWAY S.F. 8/3 _ e Y 15 GAL. TREE 15 EXIST. EA - 0 -- - - - - - - RED BRICK /300 2200 ' _ . '• ' • '• ' . _ - _. - , • _ _'• 0 P C.C- PARKWAY S f' ` - -• '- • /200 4000 S.F. •` ` ` '' _ ` . . DEEPWELL • _ IRR. -J �f EXIST. CURB AND GUTTER,,—,,j- 3 UT TER,�-� 3'± G/± 20'+ CITY OF RANCHO CUCAMONGA ENCLOSER / PLAN FOR PARKWAYS B2; B3