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HomeMy WebLinkAbout9764( 4z3/�-i /23��-2 423 9-3 /23/9-4 423/9-5 423/-1-c i:3/9-� /23/9P -49 iQ�i9 V. IV rOiAL� -5 E P/G2G 3.i, 3/003 a•,c, /?2e4 a.a. /GG4o s.�. /QGS/ 3f 'J4, /�¢ : � 44, IG7 S.r Qi6os 3.c. 39�tS2 s.F G8, 478 5.r 2"92 a -C. 43-70o s.c. r0r47 s.a•. 40, 02'1 5�F /O2sz 0.1c. 333, 91G 5.F isoGa 3,�. 5ssa s. c. gots s.a. Z /3 5•f 7,12-7 5,c, /187 $.F 4-7ao/! F 4reB/o a.F. 93 8 5 S.F. 279' L.C•, /Q38 G.t. /93G L•C. 3494 L•�• /742 �.C. 23/7 F. /532 2440 5.F Log a.r. 4048 3P. 072 5.F, _ "e�5.�O FA • 2 EA . 2 EA. /5 EA. 4 C54. 2 EA. 8 arA. Q 7VI-) L•L733E4. 6 &A. 9 --A. /6o C'A. 7�4. // C4. 7,wA. 8 EA. 6 GA.+ 3 EA. 4 l�A. l3 �. 3 0!5 L. . 7/ L.F. 277 L.F. GJ/ L•F Q E4. /EA. 3 rrA. 7E,4. 3 EA. 2 E-A. 2 �A. / EA. 3 /r.A. 2 jr4. /&A. 4 EA. 2 EA. 2iA. / EA. 115 �A• /EA. 26A. /Fn. 2FA. ,y EA. 9 / EA. 3 EA. EA. 5 EA . /Q EA. EA. / &A. 2 CA- Y �'st. t E.4 . / GA. /0 �A. 439 L.F. 524 L. �. two c.A;. 16 e. L.F. 7/ L.F 279 c.�. L• 5910 L,f /2G4 s•�. /?G4 s.F 2528 5F CA QO E<1, 7 47A ro EA 24 GSA . EG • /6 EA . /¢ EA- . C/6 EAA. 3 E.4 . 3 Ed • Q „0 VAtTt:::/] A 1 'D rocky material, the sub -grade shall be prepared by removing all rocks GENERAL NOTES IMPROVEMENT PLAN CONSTRUCTION NOTES & QUANTITIES 4.41 1. All work shall be done in accordance with these plans,..the City of /a-- CONST. 4" A.C. OVER 4" AGGREGATE BASE. G 6' Rancho Cucamonga Standards and the Standard Specifications for Public Q CONST. 3" A.C. OVER 4" AGGREGATE BASE. Works Construction - current edition. Contractor shall be familiar 3 CUNi,r. CURVILINEAR SIDEWALK PER CITY STD. DWG. NO. 304. with and shall be responsible for adherance to these Standards and 4 CONST. SIDEWALK PER CITY STD. DWG. NO. 'S 310 & 311. Specifications. --a- CONST. 8" CURB WITH 24" GUTTER PER CITY STD. DWG. NO. 303. Z. All pipelines or substructures of any kind, telephone or power poles, - } ,* aCONST. SPANDREL & CROSS GUTTER PER CITY STD. DWG. NO. 308 (X=317 CONST. HANDICAP RAMP PER CITY STD. DWG. NO. 310. water meters, valves, fire hydrants, etc. shown or not shown on these plans within the right-of-way limits or in adjacent areas where REMOVE EXIST. REDWOOD HEADER AND JOIN EXIST. PAVING. improvement work is to be done shall be removed, relocated or protected a-- CONST. 6" CURB ONLY PER CITY STD. DWG. NO. 301. INSTALL STREET 5800 LUM, WITH EXTENDED MAST. in place as required at no cost to the City of Rancho Cucamonga. V ;LIGHTS, Q /! INSTALL STREET LIGHTS, 9500 LUM. 4'4� 1N5TALL 2' X G' Ai!!, VOO/7 HCAVeg Ar roge 3. Any contractor performing work on this project shall familiarize him- Of li ml fmrREMOVE EXIST. 6" CURB. — --- PWrA1NiNQ WAI" self with the site and shall be solely responsible for any damage to INSTALL STREET SIGN PER CITY STD. DWG. NO. 401. / existing facilities resulting directly or indirectly from his opera- 1 I.iNE applied at the manufacturer's recommended rate for the full pavement tions, whether or not such facilities are shown on these plans. /5 INSTALL TRAFFIC STOP SIGN PER CITY STD. DWG. NO. 402. 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering os0'f-- 0�42' Department prior to any encroachment or construction within City of `.J CONST. LOCAL DEPRESSION, CASE B PER CITY STD. ADWG. NO. 518.— /6 CONST. LOCAL DEPRESSION, CASE C PER CITY 518. Rancho Cucamonga easement or right-of-way. STD. DWG. NO.. /� - CONST. CATCH BASIN NO. 1 PER CITY STD. DWG. NO. 502 5. All grade stakes shall be set by the Contractor or Engineer. Paving (FOR W & V, SEE PLAN.) CONST. CATCH BASIN NO. 3 PER CITY STD. DWG. NO. 504, stakes shall be set at all hinge points, edge of pavement points venience of the developer, the contractor shall make his own deter- within 0.01 foot of sub -grade elevation and at not more than 50 foot (FOR W & V, SEE PLAN.) �/. CONST. 8" CURB WITH 48" GUTTER PER DETAIL intervals. Additional paving stakes may be required by City Engineer ON SHT. NO. I I 222 JOIN EXIST. PAVEMENT. as needed at warped or vertical curve areas. t3 CONST. SPANDREL & CROSS GUTTER PER CITY STD. DWG. NO. 308, MODIFIED. 6. All sewer, water, electric, gas, phone or other utility laterals,I 4 CON✓r- r Wr." 31/ ,6WALK ,BiPA/N f L' K G/rr aM W6 NO W7 mains, or crossings shall be constructed prior to paving. e hVV ALL &/Rv6777Z4V5 pw; G/rYSTD awe, / a Ojq/ `INSTALL Y�I RD OR/t IN /`�X' L�ETA/G .�" 6rl�j^ 2' j '� (:Q 7. Compaction tests of embankment construction, trench backfill, com- J 2 pasting original ground and all sub -grades . shall performed AAA00rna�VA1- .4,� Op "'X"-6Ze/7VM !74,W 7a MOD/P�C,d77pX �E DULL cost to the City of Rancho Cucamonga. A written report with these re sea v�rb'd//T compaction tests shall be submitted to the City Engineer for approval QUANTITIES SEE SHEET 23 FOR STORM -DRAIN Q prior to the placement of base materials and/or surfacing. "av TEiPiPA l�/STA PAlfx-,VMY /S NOT ,4 PA/PT a,--- r///S 8. At the completion of paving, a materials report shall be submitted to the City Engineer. Lising all tests or determinations completed to 2 ,, �D4 � Ze2rAL* 67MF? S/4LL .S fk9 • 6'''Z AW f�C'E- rh9 727/c verify stability oil content and Gradation of asphalt Paving OF 771E- CU/PB Ti1E' L41:5,4L STREETS' 9. Prior to installaticn of any paving, a materials report shall be 6WAZZ AE LD,IlSX7,EO ,ey Q/7/ AE F-S;f7//VG' 7VS- lie 14AIZ7 EZ_ Z71A71'VA191 submitted to the City Engineer. Listing all tests or determinations A5' _OSE 51/6NE,O. Ji�i�E- TiPi4/VS/T/Ort/ Fit'DM 6//gyp 8� e�/�a �,qeE" AT 7i1� completed to verify: .Sieve analysis and sand equivalent of STiPC_&_ � Sh/i4LL ,fE' A#2WS- A117-45//rV Ti5/E CUe,6 �f�7V 5. TyE- aggregate base. aggre E�tIS14( ��--e s+/ AZT- 1W �jS �BU/LT f�LA/t/ /!/o"TE/Q CDMPLE'T/O/V. 10. Paving shall be perTdrmed in ac^ordance with R -Value and Pavement tests * �` L GAT/OFIOF f{ w V►ReE5. RIw P sC-e L/M17s �T/�T�ow/n�G A ww• taken to determine structural sections (prior to final plan approval) 6i 8, of AGU•710"4L 11. When improvements are to be placed on native soil which consists of a a O/carcw 4z3/�-i /23��-2 423 9-3 /23/9-4 423/9-5 423/-1-c i:3/9-� /23/9P -49 iQ�i9 V. IV rOiAL� -5 E P/G2G 3.i, 3/003 a•,c, /?2e4 a.a. /GG4o s.�. /QGS/ 3f 'J4, /�¢ : � 44, IG7 S.r Qi6os 3.c. 39�tS2 s.F G8, 478 5.r 2"92 a -C. 43-70o s.c. r0r47 s.a•. 40, 02'1 5�F /O2sz 0.1c. 333, 91G 5.F isoGa 3,�. 5ssa s. c. gots s.a. Z /3 5•f 7,12-7 5,c, /187 $.F 4-7ao/! F 4reB/o a.F. 93 8 5 S.F. 279' L.C•, /Q38 G.t. /93G L•C. 3494 L•�• /742 �.C. 23/7 F. /532 2440 5.F Log a.r. 4048 3P. 072 5.F, _ "e�5.�O FA • 2 EA . 2 EA. /5 EA. 4 C54. 2 EA. 8 arA. Q 7VI-) L•L733E4. 6 &A. 9 --A. /6o C'A. 7�4. // C4. 7,wA. 8 EA. 6 GA.+ 3 EA. 4 l�A. l3 �. 3 0!5 L. . 7/ L.F. 277 L.F. GJ/ L•F Q E4. /EA. 3 rrA. 7E,4. 3 EA. 2 E-A. 2 �A. / EA. 3 /r.A. 2 jr4. /&A. 4 EA. 2 EA. 2iA. / EA. 115 �A• /EA. 26A. /Fn. 2FA. ,y EA. 9 / EA. 3 EA. EA. 5 EA . /Q EA. EA. / &A. 2 CA- Y �'st. t E.4 . / GA. /0 �A. 439 L.F. 524 L. �. two c.A;. 16 e. L.F. 7/ L.F 279 c.�. L• 5910 L,f /2G4 s•�. /?G4 s.F 2528 5F CA QO E<1, 7 47A ro EA 24 GSA . EG • /6 EA . /¢ EA- . C/6 EAA. 3 E.4 . 3 Ed • Q „0 VAtTt:::/] A 1 'D rocky material, the sub -grade shall be prepared by removing all rocks r14. i9too. 3i� � sj�y.,r/t3•JZ � 4.41 I�' 2'7' G 6' 27' I 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 nativo S"A*Zr67ZWWA/,r may , — material. 7o 57,74- 7,4.4'7Ft. 1674 V 57 12. If the asphalt concrete is to be placed on sub -grade, a soils sterilant4' �'a' 060C,11\ 4'4� registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly PWrA1NiNQ WAI" / 1 I.iNE applied at the manufacturer's recommended rate for the full pavement 0.70, os0'f-- 0�42' width prior to paving. 13. Estimate of quantities is provided by the Engineer only for the con- venience of the developer, the contractor shall make his own deter- mination of construction quantities before submitting a bid. Any 21 item of work required by these plans which is not specifically listed VAlem-5 29: r7! fOyi MAX in the estimate of quantities shall be considered as included in the other items of work. 14. Street signs per City of Rancho Cucamonga Standard Numbers 601 and 402 a`'�p"`I PRoa�se-p /r►so. EX/moi^ Sr7tr A�►�a shall be constructed at each intersection. TYPICAL S 15. City approval of plans does not relieve the developer from responsibility_----��5'--ECTION- -N" for the correction of error and omission discovered during construction. Upon request the required plan revisions shall be promptly submitted to % N 1 5. the City Engineer for approval. T • !')clsT 1t •V/t[•uLr= 70 16. Work site and exterior streets shall be in a neat, clean, hazard free, orderly state, throughout construction. Site shall be cleaned upon RAV request of the inspector. 4G' 17. Contact all Utility Cog; pu.E. mpanies as required, 48 hours prior to excavation. �9wc Pu O. 3' ?3' ? erovided for your convenience are t;,e :JiOW12, i ,�a.w.e. bMunicipal( -S� 4'S ��• � ie' �.S , o.S' A. San Gabriel Valley 1 y Water District Mr. Bob Stallings (213) 969-2718 1 !' !' y' *J for Base Line Road construction t/Ar D. General Telephone (800) 422-4132 S�OPEr/ -o.aT o./ I a?o_- for underground service C. Southern California Gas Company (714) 529-2889 ( 4 o �� 4 2191 E. Birch Street (714) 529-7070 Brea, CA 92621 ` S D. Cucamonga County Water District (714) 987-2591 TYPICAL SECTION Rancho San Bernardino Road s ON ALL INTERIOR STREETS Rancho Cucamonga, CA 91730 HE Ets THE SIDEWALK 15 ACXJXCT 76--7- - E. Metropolitan Water District (714) 593-7474 ` CURB THE INSTALL-ATION OF STREET WILDWOOp DRIVE P.O. Box 54153 LI '�51 �'/I/AILbOXES, STREET SINS WEATHERLY PLACE Los Angeles, CA 90054 - _- FIRE HYDRANT'S SHALL PSE LOCATED _ �-IILLCREST COURT' F. Pacific Telephone Company (714) 999-5639 BEHIND THE SIDEWALK, © EDGEWOOD COURT i ..ROXBURY PLACE PRIVATE ENGINEER'S NOTICE TO CONTRACTOR SPYGLASS' DRIVE $UNDANCE DRIVE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR N E W B U R Y PLACE' STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF WALDEN PLACE �x/s7- •R"cs'tLuc= �o AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE S T A M F I E L D DRIVE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE /PLYMOUTH WAY CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES WINDSONG PLACE NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION O A K H U R S T DRIVE OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. ESSEX PLACE HAMPTON PLACE SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR SPRINGFIELD DRIVE` CONTRACTOR AGREES THAT HE SHALT, ASSUME SOLE AND COMPLETE RESPONSIBILITY NOTiCE .MANSFIELD ROAD FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PRO- CONTRACTOR SHALL VERIFY ALL JECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIRE- CONDITIONS AND DIMENSIONS MENT SHALL APPLY CONTINUOUSLY AND NCT BE LIMITED TO NORMAL WORKING AND SHALL REPORT ALL DIS - HOURS; AND THAT THE CONTRACTOR SHALL 'DEFEND, INDEMNIFY AND HOLD THE CREPANCIES TO THE ENGINEER OWNER AND THE ENGINEER HARMLESS FROM ANY ANO ALL LIABILITY, REAL PRIOR TO THE COMMENCEMENT OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS OF WORK. PROJECT,EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. mi, I 550RON A-^ M R/w s �r10/J/F/E,�7 5i�7 308 SPANAJ?�L ANS ��X "- C"UTT�ii' ccw�,t3. rurocx� R�T�tiNrn� R ,. E GR JOIN I PLAN 12�'`• 141 TY� I I 'xa>ne - f�%r — _� •/G ./G' �— .sem err. 11, gz 4 _I I APOPb5E0 //yP12or�n c,7� FloM „I _ Exrsr /V%t>° PWAr rimae^ eve 39 7'o 67),4-65-0-70 _60 I /2364 f /2402 TYPICAL SECTION SPRUCE AVENUE 7-•r. - ao b7u5T 74 I%/^ L4 -e - 70 . so• ,�/w 30' gyp' 5' l0' to M' R4/,6 ,jswe. IIA?l <.wf 7yP' { . t`7" 0.13' 0..20* 5 TYPICAL SECTION S P Y Ci L A S S DRTV E (5r^• 7tac 7b _-rx�• etao) STAMFIE_ED DRIVE 657A.6ta7 rO5r,t•9tce) HAMPTON PLACE 7-1. = 5.O • 5cov�� I y4'/f7- ,D• aF .YMT •LIP t^ y2•R 4 yl 43sr i .` tea` 8" AVrES /. A0rAKf//ED PLANE JOnVI'S SWAU OE CZW5TR[/C7_F40 NOT LEGS -rNAA/ /O FEET L�PA.47' Z aLG CURBS SNAG C QE CYat/�TRUCTEO /N �ICCQ4 ,AN[E W/7747-,4 L4T�ST 00/ r-/e5A/ c,,- Tt/E 5T0 S�EGu AY/BL/C I•tt7.PK5 GbNST' UNLESS /,t/OVCA7_e0. TYPICAL SECTION a" CURB FACE & 48" GUTTER TA— _.—. TR. NO. 12809 DASE L 1AIE /P0A,9 TR NO. 11ly66 f INDEX MAP ( FOR STREET PLANS j No -1"1-e STREET PLAN INDEX v 7 It . NO. 12809 LASE -//VE At240 STREET NAME SHEET NO. EDGEWOOD COURT ......... 7 t ft ESSEX PLACE 17 fit% HAMPTON PLACE .......... 14 u r HILLCREST COURT ........ 9 N► ' / MANSFIELD ROAD ......... 16 ~ !J NEWBURY PLACE .......... 14 O t OAKHURST DRIVE ......... 16 PLYMOUTH NAY ........... 13 ^ lR - ROXBURY PLACE .......... 9 y SPRINGFIELD DRIVE ...... 14 O of t . SPRUCE AVENUE 4 4 S • h • SPYGLASS DRIVE --------- 6 O STAMFIELD DRIVE ........ 12 Y It 1 SUNDANCE DRIVE ......... i1 fie; Q, TERRA VISTA PARKWAY .... 2, 3•i 1l •~ (� s NALOON PLACE ........... 17 0!1 AM477 RLY P LACE ......... 7 Y a NILDNOOD DRIVE ......... t ` Pit R• NINDSONG PLACE ......... 15 h _ Its_ A 7M 5EE SA"?5 25-27 Ane MCMC 5/6N/N6 0 57R1F1'N6 /NF0ZVA770N. y L �1tn''U�,Qir �t INDEX MAP ( FOR STORM DRAIN �ND DRAINAGE PLANS ) /Vo `" I -- i = 74 /2 . . . . . . . . . - t t O ip2•o6 Yc. } i _ 4 497 22' BENCH MARK. i BENCH MARK NO 96-B � � �� � 5 3 1 f � AT THE NWC OF HAVEN AVE. i t L i r { ! 19TH ST., 44 FT. W. HAVEN - - - - + xis � '� y .R,/ls� } } & 83 FT. N. 4t 19TH ST., SET 1} r t t i DRI � ; 1 VE PIN w/C.S. TAG IN TOP i i 1 1 1 1 k' i - - - - ti - - - - - 1 • h t 2 t t AT THE E. END OF A HEAD WALL , j 1 , NpNoN FOR 3-24 � CMP ELEV. 1430.686 i} 1! 1 i i ' N = s I c.. N No. F, , 1 0 1 f 1 I O : i ! o' r • - 1 : - 1 - - i - + t i t ; - . 1 } i f Cin i = `, or ; i , 1 t 41 tlow Nq t r t i } ; { s N I \ 1 ` ! �� ; �. I� + ; VU11+1 Z Now - - - ; } , Q ; i s i _ } t l / t 2 7 --- - t 100000 f m t J ? I } t , V S - ' } „ - , + + , C♦1 • , 1 i! 1: '• i t i t 1; t 1 , T : ® t , t t : 1 ! 1 t } i i 44 t } j 15 /6 /7 16 /9 2/ _ 22 23 ?4 2 �S See 10001riCA llX "- GUT7F-x p�it4lL ON VH4!er/Y9 1 �PGti _ _.....•.,t►1 PLACE 41 c TiP. A6 /Z iq- f Sp�1NGF1� d � •��� � o c' "c ,4 MED/AN 61HMAY CR055ING DErAI L ION A. - A CONST. HANDICAP RAMP PER CITY STD. DWG. NO. 310. --CONST. 6" CURB ONLY PER CITY STD. DWG. NO. 301. INSTALL STREET LIGHTS, 9500. LUM. BO-- REMOVE EXIST. REowao� NEAt7ER /4 INSTALL STREET SIGN PER CITY STD. DWG. NO. 401. :CONST. 8" CURB WITH 48" GUTTER PER DETAIL 6N SAT. NO. 1. 2�---JOIN EXIST. PAVEMENT. 23 CONST. SPANDREL & CROSS GUTTER PER CITY STD. DWG. NO. 308, MODIFIED. t4 NMI T. L/=7 51VrWAl K bit'A/N r'f C 01 TY 5rg WO. 80. 507 E96)__#vir414 YAKv arwAl SER DIe7A/L e.a m A/r/6A /r>�� ©�— SEE j9*QrE> A/O /d Q T,Q Aob /13 9—G` AVT AW -4 foR ctvc6 .>..- • /l7L'!x/O 7tJ �'•� 1t6�-'7:W6uG.4�t G.1. P/I� . G. r. fry- ��ae � J X1�2!/i • Pkat al�e►tQ • .rc s�i� F���eYv#.4 - 4'6O , a -¢�o yQ�o ZWAIv CC= �T.$. AVM., SEE SXEEr 3 F&W SlDEWAZAl x1YEDit�'� CLlRV2' DATA ,eEy/SfO MEOiu/ioe,4Cc6ss Foe M,4/,vfE�✓ANeE I ywww-LCS .ODpCO OE7-A/G3. _ ArV yAK0 D,eVA1_l PER ai PIZ-. T<✓i3 SA"W7-• *Me -y- /0-2/-g ARP SAI PiR Z4AVSa4Fr RAA& AW SW dCf/EI7ULE TYP SK7-10"s -r#ls SHEET 41 sveeT 3. DESCRIPTION of REVISION DATE APPROVE CITY of RANCHO CUCAMONGA TRACT NO. 12319-6 & TRACT NO. 12319-8 TERRA VISTA PARKWAY CHURCH STREET TO SPRUCE AVENUE APPROVED BY DATES -2g -S- GTY ENG1 RCE No 23389 �74� DESIGN MADOLE AND ASSOCIATES, INC. R MM NDED G. H. OF SAN BERNARDINO COUNTY CONSULTING CIVIL ENGINEERING DRAWN AND LAND PLANNING SHEET 545 N. Mountain Ave., Suite 105 S.8 • uPHA 91786 ONI-_' (7 4) X146AND ' 2949 OF A CHECKED RCE No Xe* DRAWING N0. FILE NohV­7_-'7- 6" 976 Vl Q R L T ik 47"00'45 /567.00' 1283.7(0' &81.55' B 48'25'02 " /('000• OD' /352.06' 7 /9.30' /633.00' 733. if' X72.84' p t®•o7'0/" IbGro.00' 709•/9' �E 201140'?5 y 1594.00' 579, a/' 272. eV' F eO'0&'4/" 35.00' 5.-4,02' 33.86' G a// 1412 /oo. oo' et -7&' /6.o/" N 3'/7'4f" /&0"- - oo' 92.435 44rw. /'' I 30/7'4/" /604.00' 02.24' .7 25p/3'!52" /oe.00' 44.04' 22.38' K 1&3a16,44" /.C>O' Q,lo7' 4.2/' /(033.00' 76.4'' 3�J•25' ,eEy/SfO MEOiu/ioe,4Cc6ss Foe M,4/,vfE�✓ANeE I ywww-LCS .ODpCO OE7-A/G3. _ ArV yAK0 D,eVA1_l PER ai PIZ-. T<✓i3 SA"W7-• *Me -y- /0-2/-g ARP SAI PiR Z4AVSa4Fr RAA& AW SW dCf/EI7ULE TYP SK7-10"s -r#ls SHEET 41 sveeT 3. DESCRIPTION of REVISION DATE APPROVE CITY of RANCHO CUCAMONGA TRACT NO. 12319-6 & TRACT NO. 12319-8 TERRA VISTA PARKWAY CHURCH STREET TO SPRUCE AVENUE APPROVED BY DATES -2g -S- GTY ENG1 RCE No 23389 �74� DESIGN MADOLE AND ASSOCIATES, INC. R MM NDED G. H. OF SAN BERNARDINO COUNTY CONSULTING CIVIL ENGINEERING DRAWN AND LAND PLANNING SHEET 545 N. Mountain Ave., Suite 105 S.8 • uPHA 91786 ONI-_' (7 4) X146AND ' 2949 OF A CHECKED RCE No Xe* DRAWING N0. FILE NohV­7_-'7- 6" 976 Vl • "X " • - ,. f ,4 , . ', . • ' ' ■ ■■■ ■ ■ ■IN ■■ ■■■ 3" 1264.89 /E64.79 ■ 5' /t66.87 /266. 160 /74L/2 3' 126leI G8 /2&8.59 17-0-76 3' ■ /Z 69.78 /81442.93 3' /27/. // /Z 7/. 0/ PO f 33 3.51 /Z-7,4,7/ NONE 21 - 25 8' /276.23 127G.6ra 22 f 30 0' /977-40 1Z 77.40 f34-07 BENCH MARK: BENCH AT .. ' .VEN AVE. r, 83 FT. N. It 19TH ST., SET DRIVE PIN w/C.9. TAG IN TOP AT THE E. END OF A HEAD WALL FOR 3-24" CMP--ELEV. 1430.686 !279.74 /278-96 Z3-/-76 //' /Q d /.79 /27 7. 22 24,, 40 //' 1282.325 MEMOS mi 6.5' 12 82.37 /t 80. 7.5 25-A- 44 0 1281,32 /28/ • 32 z 5f -g7 0 /2 8/. 88 . _ -, .. -, , ,1 ! / - . -. , _ a. I. / 1 ! . `/ , , ` " \ 284-58 ■■■■ /287. 37 /286•/0 2� •"- /2 /0.5 ' ■■■■ 1261,-,64 30 t tS of /2937. �O M■■ /6GK.00' /G2.92 0 O 7' 14',39" 10-9500' NONE !03.37' 80'07'08" 3-1-00, NONE -j%. &4rwl /00.4'0' ME so /3.04' R 19'20',07 33.77' 17.00' S 3'32'4J''' 60f.Ot7' 99.23' 4 T 33243" /596.017' 98.76' S•53'S9" 15x4.00' O 0MMIMMOMMMMMMmli /Ob CO' 12,P.196, /oo_'no 33.77' /7.03' X 0`061661, LD1. a7' 3.24' /. coo ' y /80`Gb' 00 " M MMMMMMMMMMMJ &-14 ' MMMMMMMMMMM■ , ■ MMMMMM■■MMMM■ mmmmossommillmmm ■ MMMM MMMMMMM MMMM■NN■■M■N■■MMM■■■■■■■■■■■■ ■ M■M■N■M■MM■MM ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ MEMO ■■MMM■■■■■MOM■■MOO■■■■■■■■■■■■■■■■■O ■■■ ■MMM ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■ ■■M ■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■ ■ ■■■ MM■■MMM■M■MM■■MMMMM■M■■ ■■■■■■■■■■■■■■■■ ■■ ' . ; M■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■N■■ e I • • l• 1 r I •° !;.. ,1 111 \, M■MM■ ■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ M ■■■■ M M ■■MMM■■■■■■■■■■■■■■■■■■■■MMM■■■■■■■■■■■■■ ■■■ ■■ MM immm MM ■ M■■■MMMMMM■■■MMMMMMMM■IMMMMMMMMMMMMMMMME� ■■ ■■■■ ■ ■■■ ■ ■ ■■■ ■■■■■■■■■■■■■■■■■ ■MMM■ ■ ■ ■■■■■M■ ■ !! ` MM MMMMMM ■■■■■■■■ MMMMMMMMMMMMS ■ ■■MONS ■■■M■M■ ■s■ ■■■ ■■■■■■■■■■■■e■■■■■■■■■■■MOO ■■■■■■■■■■■ ■MMM■MMM■■ MES M■ M■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■ MMM■■M■M■MM MSM■MMMM■ ■■ MMlmmmmmmmlmmmmmmmmmmmmmmmmmmmmmm MMM■■M■MMM■M■■MMM■M■M ■■ EMMMMMMM■■■■■■■■■■■■■■■MMM■■■■■■■■■■■■■■■■■■■■■■■■■■■ .,. 1 _ _ •' - , LL ' ■ ■ MMMMMMM MMM MMM■ ■MMMMMMMMMMMMMM■ ■M■■M M M■■MM M M■■MM■ ■■ ■■MMM■■■ MS M■ ■MMM■S■ ■■■■M MSM■ ■■■■■■ ■■■■■■■■■ ■ MM ■■ ■MMMMMMM MMM■ M■■■ ■■M ■■■■■■■■MMM■ '' ■ ■ M■■ ■■■■■■■■ MMM■ ■MM■■MMMM ■MM■■MMMMM■■ ■ MMMMM■ ■■■■■■■ M MMMMMMMM■■MMMMM■■ ■ ■M■■■ MMMMMMM ■ M ■MS■ ■■■■■■■■MMM■' ■ MMM MM■■MMMM■ M■ ■MMM ■■■■■■■■■■■■ lim M MMM ■■■M MMMMMMMMMM ■ M■■■ M■■ ■MMM illimimm ■■■ ■■■■■■■■■■ ■ t5 171�. A110 erp AV& A 0 7ZR?W VMM PKY. S'/DEWALK SCht Ial1L E 8 "X " 5•W EGET/ . c- EG EV. /4*83./3 3" 1264.89 /E64.79 /46190s 5' /t66.87 /266. 160 /74L/2 3' 126leI G8 /2&8.59 17-0-76 3' /270.28 /Z 69.78 /81442.93 3' /27/. // /Z 7/. 0/ PO f 33 3.51 /Z-7,4,7/ 1274.53 21 - 25 8' /276.23 127G.6ra 22 f 30 0' /977-40 1Z 77.40 f34-07 7' !279.74 /278-96 Z3-/-76 //' /Q d /.79 /27 7. 22 24,, 40 //' 1282.325 /280.02 24 t �8 6.5' 12 82.37 /t 80. 7.5 25-A- 44 Of 1281,32 /28/ • 32 z 5f -g7 of /2 8/. 88 /28 / . 88 284-58 S51 /287. 37 /286•/0 2� •"- /2 /0.5 ' /2 B8. 87 1261,-,64 30 t tS of /2937. �O /287. 90 t7 6=M,c7ELD DA?IVE SEE 3 MEET /2 E . No_ &-Ill =¢ IST 29 /'7'm M' 11 6 M N MAX. f ���r Max . mqi 4 STA. &ff-w7. /3 TO / *ffZ,73 STA. /'J�48 �f5 771 '90+64.47 -4jI�Ft'T/ON 7'45A RA VIST14 PXY- 30 S/ 32 8 "UCE A VEW UE Are 310RUCE A vL=N UE CONSTRUCTION NOTES -'CONST: 4" A.C. OVER 4" AGGREGATE BASE. q�'---c,oNsrslt7,-tvALjcprRoiry57z2pfvLiNol,o3io 3/ / _ CONST. HANDICAP RAMP PER CITY STD. DWG. NO.-3Ib. _ ' �- REMOVE EXIST. REDWOOD HEADER AND JOIN EXIST. PAVING. aCONST. 6" CURB ONLY PER CITY STD. DWG. NO. 301. INSTALL STREET LIGHTS, 9500 LUM. CONST. 8" CURB WITH 48" GUTTER PER DETAIL ON SAT. NO. 1. 2 CONST. 3" A. C. OVER 4" AGGREGATE BASE. ,l /4 INSTALL STREET SIGN PER CITY STD. DWG. 100. 401. 22 JOIN EXIST. PAVEMENT. &��ONST. SPANDREL & CROSS GUTTER PER CITY STD. DWG. NO. 308, N0014/e0. a AT sC-1 Ce -1,e06- 6E 04 M Ar -5A/PER 4AMOS-CAPE A4 AtS , .400.5W SCNEDU4-- 4 / TYP SKT/ON SEE r0/5 SHEET #a HEET Z , /'0 141 DESCRIPTION of REVISION GATE APPROVE CITY of RANCHO CUCAMONGA.-, TRACT NO. 12319-4 & TRACT NO. 12319-6 TERRA VISTA PARKWAY CHURCH STREET TO SPRUCE AVENUE APPROVED BY D A TE le -m -19r G TY ENGINEER RCE. No 23889 DESIGN M OLE AND ASSOCIATES, INC. R MM NDED OF SAN BERNARDINO COUNTY .&" CONSULTING CIVIL ENGINEERING Me%V''& DRAWN AND LAND PLANNING - SHEET 549 N. Mountuln Ave., Sulte 109 5.8. UPLAND CALIFORNIA 91788 OF.2-9-- PHONe (714 94G -Q949 HECKED RCE No 14e14 ImAWIMIG NO. DATE �I�S� FILE No�-25-7-6 - 97 a 1 4 R L 7- <A > 4'7'00 4,0i0' /367.00 /1,0!5.75' 6,01 -Sig' B 46'2`6`02"' 16 OP 52.0G 717.36 ' G 25043'20^' 633.00' 733.1/' 37PD4' � 28'07'0/" /6Gb. 00' 788.1Z' 402• /G' cE, 20'4 '23" /!574•ob 879.91' 292.80' 33.00' 68.27' 38.47' - 1°t3'42'' loo.00' 4000, w. 00' I 1.511.51 l5" W. 00' / 1.54' 5.79' /50021431 50.00' /3. l3' G 00' A A')/7'oG'Z C, /00,00' cL� /V'eO'37" /00. CIO 3$•37' /7,09' ".C5' 49.&4' ^�> 5°47'/4 /6GK.00' /G2.92 81. /0' O 7' 14',39" 10-9500' 200.47' !03.37' 80'07'08" 3-1-00, 53 eel -j%. &4rwl /00.4'0' ?9.86' /3.04' R 19'20',07 33.77' 17.00' S 3'32'4J''' 60f.Ot7' 99.23' 4 T 33243" /596.017' 98.76' S•53'S9" 15x4.00' O /7'0631 �' /Ob CO' 12,P.196, /oo_'no 33.77' /7.03' X 0`061661, LD1. a7' 3.24' /. coo ' y /80`Gb' 00 " /• 00 ' &-14 ' Ar -5A/PER 4AMOS-CAPE A4 AtS , .400.5W SCNEDU4-- 4 / TYP SKT/ON SEE r0/5 SHEET #a HEET Z , /'0 141 DESCRIPTION of REVISION GATE APPROVE CITY of RANCHO CUCAMONGA.-, TRACT NO. 12319-4 & TRACT NO. 12319-6 TERRA VISTA PARKWAY CHURCH STREET TO SPRUCE AVENUE APPROVED BY D A TE le -m -19r G TY ENGINEER RCE. No 23889 DESIGN M OLE AND ASSOCIATES, INC. R MM NDED OF SAN BERNARDINO COUNTY .&" CONSULTING CIVIL ENGINEERING Me%V''& DRAWN AND LAND PLANNING - SHEET 549 N. Mountuln Ave., Sulte 109 5.8. UPLAND CALIFORNIA 91788 OF.2-9-- PHONe (714 94G -Q949 HECKED RCE No 14e14 ImAWIMIG NO. DATE �I�S� FILE No�-25-7-6 - 97 a 1 9 J.L WA jf MAIBENCH RK: Ft V - - -- - -- - - G - - - - - � a` r � BENCH MARK NO 96- B AT THE NWC OF HAVEN AVE. & tH 19TH ST., 44 FT. W. e HAVEK e & 83 FT. N. fe 19TH ST., SET - - -- - - - U i; : - IN w/C . S . TAG IN TOP -- a� } Hi 4y, 6` b` V' .� DRITHE EE • - - -- - - — - — - - t - - AT H E END OF A HEAD WALL o 6- °[� ° � FOR 3-24" CMP--ELEV. 1430.686 01: uN �\��40 D { °� N las° ' t – '• Y' 'V L ' Yid c e , J4 - - t4 37 , 0 - N �' — -- - - - ii o �� v tu t 1�� }T i t !! , t t ! Q. { { -�} f 1 : '• 1 I � � -� _ - - � � _ ` _ -.l --1 - � _ 1 - -- — - } V NI V i ;1, 91 _. 2 1 riiii .�- t x-+6u� r R �- Q � 1 11r � r 411 , J I 4 f I t : : t r — -- -I - i t , 1 t 4 t f tt— } ll j PROF/L 4E 4 VER. •Tr 1 t I I J I I I I I 1 1 t t i 1 1 1.---i L 41 42 43 44 45 �� 47 48 49 So si fs2 �' � '.fPy6LAS8 DR/VEs J z 5EE 3HCE7- 11 o 29 ' 25 1 2 3 4 n � � •� � a I g � 8� 32 All ,fA P� �► 33 h !• s. $ k N C , EX/5T. /O C.M. L. W. �✓ -oil rs br Nov /a e g q� S Cl 1�G &X/sT. 8 " vc•P. aewrrR r. 7,�� ► 111 �-� � 3.od� w � -rinr� /�preOv�'MENr� 1 1 �1 `\ .r9 �^r's� '�—_�� r ��AP «e � 2 Cr c, . lvo. e4o , 07W IMP. ItAt �� ItA `� E7��✓�' ►�� _�_���. �` A�''N r / nn —� 21 lT?'P�--------------- I fl, -j i 1 - i r'i i, i V- $ y 1 27 1j L ' ;2 3 4 I f? I 6 rte' ii.�rG Vii_ _i�m LtAU n I ( r I I I '0i+t� *& �MI V UQ � uj ( T•t"� fM.{ •� jR i r• • • •• �r i • y see 4w 4 -r c C� V I !M •/ tw •.. • i • 1, ,r ' �� �.. f r.�. ..... r i % f Q OWG . Nb. a40.P + rl � � r •� t � �� ! t r:.» r- a7R• IMP. P�� �lM � 5y►�•� 1 i ��� � 77t• /2a6g T-� SPYGLASS DRIVE ,,4T �A. SPRUCE i AVENUE * g DESCRIPTIONof REVISION QQR- ✓E DATA GATE APPROVE -Z• 3tS �� ilk l 11 1 1 t "r ,11 1 11 5 C STD Z-\ L T A 20`00'00 /092 00 ' 3G0. Z-4, /8/.'17' e rO*00'00" /000.00' 349.07' /7c.33' C 10000,00 " 35.00 ' 5'4.98 ' 3Cc. OU ` 5 C STD CONSTRUCTION NOTES CITY of RANCHO CUCAMONGA CONST. 4" A. C. OVER 4" AGGREGATE BASE. TRACT NO. 12319-1 CONST. SIDEWALKOVER PER CITYGGRESTDGATE DWGB NO.'S 310 & 311. & TRACT NO. 12319-4 CONST 8" CURB WITH 24" GUTTER PER TY DWG Nt0 303 `1 c ori !MP CONST. SPANDREL & CROSS GUTTER PER CITY STD. DWG. NO. 308. (X=31). AVENUE , 5{i I gT S �-- REMOVE EXIST. REDWOOD HEADER AND JOIN EXIST. PAVING. �GN�12 �J �--INSTALL STREET LIGHTS, 9500 LUM. TERRA VISTA PARKWAY TO BASE LINE ROAD �N� Pr(y1I7 • �---- INSTALL STREET SIGN PER CITY STD. DWG. NO. 401. CONST. LOCAL DEPRESSION, CASE B PER CITY STD. DWC. NO. 518. MIS v/gTP �-CONST. CATCH BAS1N NO. 3 PER CITY SM. DWG. NO. 504, APPROVED BY DATE z' S (FOR W & V, SEE PLAN); CGTY ENGINEE RCE. No 23869 DESIGN IODOLE AND ASSOCIATES, INC. NMMENDED OF SAN BERNARDINO COUNTY , �1 ! ! s CONSULTING CIVIL ENGINEERING �— - DRAW N AND LAND PLANNING SN'EE T 11543 N. Mountain Ave., Suite IOb � F2 UPLAND CALIFORNIA 91786 NECKED PHON(714) 946-2949/¢eI `1 RCE No _� DRAWING NO. DA FILE N0)V6-w7- y ElmGENERMENIM ■E IN �■■ on N0101 -p-01-1111111011 lossoM.i i is NMI 1 ,Now ONE \ -10 % . rl', i 16, 0 11 st§'I ALI& IMP NEESE a 1111 M- 11" MEN q . _ ■11 ■■ i 1 NONE "I ■ i www illimirme MMSww��. ■■ . MEN__ wt� _ r ■■a� ,_ - I ■ , ,, , ■ � , 1�, �,. � ��■ E� X11 ;�11 ,. ■■ I ; �I ■ ■ '_ , ■I" ■■l . , I.. I�,t, I . ! I , I ■■■ 1 i ■ 1 �� I NOO■N ■ ■ ! ■■ NOON I '; ■ w .. ■ � I ■■ IN ■■ ■■ ■■ ■ ■ ■■ ■ ■■! -' I ■ IEEE ■ ■■ ■■E■ ■ ■ ■ ■ENE■■ ■ ■ ■■ ■ EMI ! ■ 1 1 1 •-I 11 !- � ■■ll i ■■■■■mi■. �I ■E, �I �I ■ ■1 F *0 . moil ■ Mei MEMOS � �! „ , .!: ; i � '� ■1 wool 1■ E;1 IN WOMEN MEN II! ■EN■■ 9 NON N ■■■�i . ■ ■■ ■ ■■■ NONE 1 1 0 son FEW. ■ !�.=..■1 I � 1■■ 1 091■■ ■1 \% milli Owl ■ ■■■, , , ■ , , ■ ; 1 OMNI ■ ■ w \ © i I\ ■OMNI Emomi mosomi ■■E li., ■ _ _ .��. ;�� - ■=2 ff MEN I No I INS 0 No I OEM No 0 1 ■■ I ommool ra,■ ■■ IN 1 BENCH MARK: BENCH MXRK NO. 96-B !AT THE NWC OF HAVEN �VE. i 19TH ST., 44 FT. W. HAVEN & 83 FT. N. + 19TH ST., SET DRIVE PIN W/C.S. TAG IN TOP AT THE E. END OF A HEAD WALL FOR 3-24" CMP--ELEV. 1430.686 L.. '-A-�- - L-1-f--1--L- mmm I PPY1 tg 141 p q 2g' � � � �� ,s, 5. �.� A�ENvE ;NEWBURY PLACE SPYGLASS DRIVE' Y¢�' L T DESCRIPTION of REVISION pATE APPROVE 20°38'2'" ���' 252'-' CITY of RANCHO CUCAMONGA 'CONSTRUCTION NOTES c Q8o5"le " 7oaeo' 3¢3./¢' --ICOM-t. 3" A.C. OVER 4" AGGREGATE BASE. �—CONST. SIDEWALK PER CITY STD. DWG. NO.'S. 310 311. _ E °2V 0(# /02.a�ll'4-0"oi TRACT NO. 12319-3, 1 Z 319•Z �--CONST. 8" CURB WITH 24" GUTTER PER CITY STD. DWG. NO. 303. 1 F 20 38 ,Z/ 718. 00, 26. 6 84 /30. 74ciM . a—CONST. SPANDREL & GROSS GUTTER PER CITY STD. DWG. NO. 308 (X-31). 0 70'00'00" 27.00' 4.2.4/' 27-04 SCALE' � d� TRACT NO. 12319-1 a ---CONST. HANDICAP RAMP PER CITY STD. DWG. NO. 310. �--INSTALL STREET LIGHTS, 5800 LUM, WITH EXTENDED MAST. 1 1/0/3'/0" /82..00' 35.64' /7.88' �- INSTALL STREET SIGN PER CITY STD. DWG. NO. 401.o SPYGLASS DRIVE �---INSTALL TRAFFIC STOP SIGN PER CITY STD. DWG. NO. 402. 1 //0/31/0" /O .200.00 39./6 /9.64 ��---CONST. LOCAL DEPRESSION, CASE B PER CITY STD. DWG. NO. 518. K //"/3'/0" 2/d. 00' 4.2.69' 2/.4/' ' 6W �--CONST. LOCAL DEPRESSION, CASE C PER CITY STD. DWG. NO. 518. L 96'.1-1-' /0" 27.00' 4S. 67' 30, 47' APPROVED 8Y A7E�-L�- i'J CONST. CATCH BASIN NO. I PER CITY STD. DWG. NO. 502. M 83'04'.1-0" .27.00' 39./1-' 23. 9,2' CITY ENGINEE RCE. No 23889 (FOR W & V, SEE PLAN) . N //° /3' /0" /80,00/ 3•T. 2.f /7 68DESIGN ADOLE AND ASSOCIATES, INC. R C,�,��MM.. EN DE D �— CONST. CATCH BASIN N0. 3 PER CI'T'Y STD. DWG. NO. 504 (FOR 0 //11/31/011 ,2 00. 00' 39./6' /9.64-' OF SAN BERNARDINO COUNTY 1��� W & V, SEE PLAN) . F 80/7'8" 220.00' 3/. 8/' /.S. i3' s� — CONSULTING CIVIL ENGINEERING DRAWN AND LAND PLANNING • SHEET 549 N. Mountsln Ave., Sults 105 �7-C. Al. UPLAND CALIFORNIA 91786 �_ OF, 29— ?H 1' (711 94G -0-14q NECKED RCE No 1014 DRAWING N0. OA Zf/¢_,_/ FILE NoW=�' 97� 1, • I • r ElmGENERMENIM ■E IN �■■ on N0101 -p-01-1111111011 lossoM.i i is NMI 1 ,Now ONE \ -10 % . rl', i 16, 0 11 st§'I ALI& IMP NEESE a 1111 M- 11" MEN q . _ ■11 ■■ i 1 NONE "I ■ i www illimirme MMSww��. ■■ . MEN__ wt� _ r ■■a� ,_ - I ■ , ,, , ■ � , 1�, �,. � ��■ E� X11 ;�11 ,. ■■ I ; �I ■ ■ '_ , ■I" ■■l . , I.. I�,t, I . ! I , I ■■■ 1 i ■ 1 �� I NOO■N ■ ■ ! ■■ NOON I '; ■ w .. ■ � I ■■ IN ■■ ■■ ■■ ■ ■ ■■ ■ ■■! -' I ■ IEEE ■ ■■ ■■E■ ■ ■ ■ ■ENE■■ ■ ■ ■■ ■ EMI ! ■ 1 1 1 •-I 11 !- � ■■ll i ■■■■■mi■. �I ■E, �I �I ■ ■1 F *0 . moil ■ Mei MEMOS � �! „ , .!: ; i � '� ■1 wool 1■ E;1 IN WOMEN MEN II! ■EN■■ 9 NON N ■■■�i . ■ ■■ ■ ■■■ NONE 1 1 0 son FEW. ■ !�.=..■1 I � 1■■ 1 091■■ ■1 \% milli Owl ■ ■■■, , , ■ , , ■ ; 1 OMNI ■ ■ w \ © i I\ ■OMNI Emomi mosomi ■■E li., ■ _ _ .��. ;�� - ■=2 ff MEN I No I INS 0 No I OEM No 0 1 ■■ I ommool ra,■ ■■ IN 1 BENCH MARK: BENCH MXRK NO. 96-B !AT THE NWC OF HAVEN �VE. i 19TH ST., 44 FT. W. HAVEN & 83 FT. N. + 19TH ST., SET DRIVE PIN W/C.S. TAG IN TOP AT THE E. END OF A HEAD WALL FOR 3-24" CMP--ELEV. 1430.686 L.. '-A-�- - L-1-f--1--L- mmm I PPY1 tg 141 p q 2g' � � � �� ,s, 5. �.� A�ENvE ;NEWBURY PLACE SPYGLASS DRIVE' Y¢�' L T DESCRIPTION of REVISION pATE APPROVE 20°38'2'" ���' 252'-' CITY of RANCHO CUCAMONGA 'CONSTRUCTION NOTES c Q8o5"le " 7oaeo' 3¢3./¢' --ICOM-t. 3" A.C. OVER 4" AGGREGATE BASE. �—CONST. SIDEWALK PER CITY STD. DWG. NO.'S. 310 311. _ E °2V 0(# /02.a�ll'4-0"oi TRACT NO. 12319-3, 1 Z 319•Z �--CONST. 8" CURB WITH 24" GUTTER PER CITY STD. DWG. NO. 303. 1 F 20 38 ,Z/ 718. 00, 26. 6 84 /30. 74ciM . a—CONST. SPANDREL & GROSS GUTTER PER CITY STD. DWG. NO. 308 (X-31). 0 70'00'00" 27.00' 4.2.4/' 27-04 SCALE' � d� TRACT NO. 12319-1 a ---CONST. HANDICAP RAMP PER CITY STD. DWG. NO. 310. �--INSTALL STREET LIGHTS, 5800 LUM, WITH EXTENDED MAST. 1 1/0/3'/0" /82..00' 35.64' /7.88' �- INSTALL STREET SIGN PER CITY STD. DWG. NO. 401.o SPYGLASS DRIVE �---INSTALL TRAFFIC STOP SIGN PER CITY STD. DWG. NO. 402. 1 //0/31/0" /O .200.00 39./6 /9.64 ��---CONST. LOCAL DEPRESSION, CASE B PER CITY STD. DWG. NO. 518. K //"/3'/0" 2/d. 00' 4.2.69' 2/.4/' ' 6W �--CONST. LOCAL DEPRESSION, CASE C PER CITY STD. DWG. NO. 518. L 96'.1-1-' /0" 27.00' 4S. 67' 30, 47' APPROVED 8Y A7E�-L�- i'J CONST. CATCH BASIN NO. I PER CITY STD. DWG. NO. 502. M 83'04'.1-0" .27.00' 39./1-' 23. 9,2' CITY ENGINEE RCE. No 23889 (FOR W & V, SEE PLAN) . N //° /3' /0" /80,00/ 3•T. 2.f /7 68DESIGN ADOLE AND ASSOCIATES, INC. R C,�,��MM.. EN DE D �— CONST. CATCH BASIN N0. 3 PER CI'T'Y STD. DWG. NO. 504 (FOR 0 //11/31/011 ,2 00. 00' 39./6' /9.64-' OF SAN BERNARDINO COUNTY 1��� W & V, SEE PLAN) . F 80/7'8" 220.00' 3/. 8/' /.S. i3' s� — CONSULTING CIVIL ENGINEERING DRAWN AND LAND PLANNING • SHEET 549 N. Mountsln Ave., Sults 105 �7-C. Al. UPLAND CALIFORNIA 91786 �_ OF, 29— ?H 1' (711 94G -0-14q NECKED RCE No 1014 DRAWING N0. OA Zf/¢_,_/ FILE NoW=�' 97� 1, .. — 0 l 2 3 4 5 O I 2 3 T R. /V O. / 2 3/ 9-3 opo 00 #4 8y oW� ti 4 l4 8 ' "' �T.(' O a. /(e /f- © h 644 �. Z. ��I .vein �� s / Gl�[i 1 _Ss• Z,—�� r 7// N 1/ 07 IC.v - . o �� B --r �L 4WA19 / SEE !7/T. —•— -- C � _ Jam= o _ — — � _s �• „ � .�Q� _ 7e oo. _ — 'S7IJRM " a I h�i toy. I N 1u sEME/11 , >, 28 Q7 b,� rs'oil it 20 off! w b' ti�7W JEDGEWOOD CO URT s�E S DRIVE SpYGLAss , EATHERLY PLACE k If Q) 7- CONSTRUCTION • NOTES 58. 00 (E�---(CONST. 3" A. C. OVER 4" AGGREGATE BASE. 8/°0-3'28" a-- CONST. SIDEWALK PER CITY STD. DWG. NO.'S. 310 & 311. O S --CONST. 8" CURB WITH 24" GUTTER PER CITY STD. DWG. NO. 303. G O , SPANDREL & CROSS GUTTER PER CITY STD. DWG. NO. 308 (X=31). , /02,00' �—CONST. HANDICAP RAMP PER CITY STD. DWG. NO. 310. O �—INSTALL STREET LIGHTS, 5800 LUM, WITH EXTENDED MAST. Q ® INSTALL STREET SIGN PER CITY STD. DWG. NO. 401. O �---- CONST. �---CONST. LOCAL DEPRESSION CASE d PER CITY STD. DWG. NO. 518. CATCH BASIN NO. 1 PER CITY STD. DWG. NO. 502 (FOR Z . SO " W & V, SEE PLAN). L �—CONST. CATCH BASIN NO. 3 PER CITY STD. DWG. NO. 504 (FOR ' 2 7. 00' _ W & V, SEE PLAN). ON /02 00' /7. 80' 8. ?2' /B `3¢ '2 8" . . ,I-/' 98. X ' 58056138" s . oo , 566-41 32.2:' ' 5`/B'//'/ le0.00" /6.8511 8.43' /64,3212/" 2/8.00' G2 •'s' 31• G8' 22005'03" 200.00' 1 770-91 1 3-"031 • I , ..,' , / ■ 1 , .. ■■■■■S�■ ■■■■■■■■■■■■■■■■ mmos■mm■ml 9 -NPOMEMNON - - i I I ,01�C�! " . ! /���■��!■■■■■■■■mi��■■■■■■ ■■■■■■■■■■■■■■I�l�! ■til■��t�■■■fit 1 -, ..• -• al `I ■�I I ''i.' F. ,.1 0��NO - . Gills■m�mol I w MEN 1 • el ■ r .: - •311,,,�� 1 , . ... ., z 1C , . ,� �I� IAF. ,. � 0101 . 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'� Ili■�ii11■■■■■■01■mii■■ ' I►' ; ■■■■■■4m■mmmm■ , _ , Ql ■■■moss■mommmom■ �Om 01■ti�/■ .. n■■■■■■■■■oM01■0101■■■■■■■■m■ ■ ■s01m■s■■o■110101■■■■■ 1111110 'EMENEENESEENOM —1INNISI r■m■Mm■■m■mM NONE ■ ■�No MNm■ ,, ,_ • d . ; , , ,, • , , ;< ,. �- ���_ 0101■■■■■■0101■■■■■■■■■■■■■ ■ ,� 1:, � ;■ �!, 0101■■i■■■■■■ `a IW)�■/■■■■■■■N■ 0101■■■■■N■■■■■■■■■■■■■■■ ■ . :,.. , , ;: _ i� � �■ ,.. - � ��� , ■1��E■��� ••�■ �, : Milli I.■ i■■■■■■■■ ' ' �a omk�t, AIS ■s 01s■soN'r m1101■■o!�■o■ ■!II■■EIS I�1!'11l�■■■01;�101r■o■■s■■s■■■■�I�I*.1■■=■ ' • • .: _- •; . �� ►. . ..I - - - ,-- -..>�. ,� ;� ,1, ` �� ���.- 1 I ■01yM '' ' ' ■■■■ ■■01N■MNNO■M 00 1111111111 NN■ N • • i�ts'11� ■tIDIIIIIIIIII o. m mmmmmm i■E■ ♦ o ,, .� ,, •1; ;� ■■■ ■EE■EN■■ENNOM■■ 001010MEN ■® ' ` `, N • / �` ..:: ■1101■■■M01■0101■ ` ` .. 0 SIMONE mMmmllmmmmMMmM NONE ►, - _ ■ ■■mom■■■■■■■■■■■■ . • 0101 .,. I , ■■■■■■■■■■■■■■■■■■m■0101■■■■■�mm■■ ■ 0101 1101■ ■ENNENE■ ■MN■ if - - - MEMO I., I., ; sm■■Nm■i■■MM■■Nmmsm■m■mm■mei/0101 ; . ,`0101 loom■■■� ■ . - ■ Is ■ 0101■ , .. I ..; , ■■ON■■m■■■■■■■■■■■■■■■■■■■■■010101■ 0101■ 0101■■ 0101 ■■N■■■■m--.0101■■■■■M■■■■■■■■■■■■■■■■■m■■■■■ ■ i��� . ■E■ ■■0101■■■■ MEMO ■■ 0101■m■■■M■■O■oO■■■■■mO■O■O■o0101N■ ■ — 0 l 2 3 4 5 O I 2 3 T R. /V O. / 2 3/ 9-3 opo 00 #4 8y oW� ti 4 l4 8 ' "' �T.(' O a. /(e /f- © h 644 �. Z. ��I .vein �� s / Gl�[i 1 _Ss• Z,—�� r 7// N 1/ 07 IC.v - . o �� B --r �L 4WA19 / SEE !7/T. —•— -- C � _ Jam= o _ — — � _s �• „ � .�Q� _ 7e oo. _ — 'S7IJRM " a I h�i toy. I N 1u sEME/11 , >, 28 Q7 b,� rs'oil it 20 off! w b' ti�7W JEDGEWOOD CO URT s�E S DRIVE SpYGLAss , EATHERLY PLACE k A a CUSP I/E 047Z TR. /V m - / 2 3 1 9— 3 .I tiF%l Y c 20 t� 2/ IF r l `.!i2 / J P � (e- 2 • 22.26 , . �j,� / v 2s + EDGEWOOD'= 1112=401 /y, GAL•0 fQ 4 If Q) 7- CONSTRUCTION • NOTES 58. 00 (E�---(CONST. 3" A. C. OVER 4" AGGREGATE BASE. 8/°0-3'28" a-- CONST. SIDEWALK PER CITY STD. DWG. NO.'S. 310 & 311. O S --CONST. 8" CURB WITH 24" GUTTER PER CITY STD. DWG. NO. 303. G O �—CONST. SPANDREL & CROSS GUTTER PER CITY STD. DWG. NO. 308 (X=31). , /02,00' �—CONST. HANDICAP RAMP PER CITY STD. DWG. NO. 310. O �—INSTALL STREET LIGHTS, 5800 LUM, WITH EXTENDED MAST. Q ® INSTALL STREET SIGN PER CITY STD. DWG. NO. 401. O �---- CONST. �---CONST. LOCAL DEPRESSION CASE d PER CITY STD. DWG. NO. 518. CATCH BASIN NO. 1 PER CITY STD. DWG. NO. 502 (FOR Z . SO " W & V, SEE PLAN). L �—CONST. CATCH BASIN NO. 3 PER CITY STD. DWG. NO. 504 (FOR ' 2 7. 00' _ W & V, SEE PLAN). ON /02 00' /7. 80' 8. ?2' A a CUSP I/E 047Z TR. /V m - / 2 3 1 9— 3 .I tiF%l Y c 20 t� 2/ IF r l `.!i2 / J P � (e- 2 • 22.26 , . �j,� / v 2s + EDGEWOOD'= 1112=401 /y, GAL•0 fQ 4 If L 7- /04 ° f4 '4.:P 104 58. 00 /06.20 75.47' 8/°0-3'28" 57.00' 80.64' 4g.73' 81003,281, 291.00' 38. 20 ' 23.08' 7°0/'/5" /02,00' /2, 50' K. 26' 9°S5'44" d/8.00' /07.09' 53.68' /4- • 8'38 "' 62. 00' 1-5-2, /4 ' Z . SO " 87'3"3'4/" 27 00' 4/.42.' 26.03' 930/9'43" 2 7. 00' 43. 98' 28.6 2' /0° 00'00 " /02 00' /7. 80' 8. ?2' /B `3¢ '2 8" 600.00'/94 ,I-/' 98. X ' 58056138" s . oo , 566-41 32.2:' ' 5`/B'//'/ le0.00" /6.8511 8.43' /64,3212/" 2/8.00' G2 •'s' 31• G8' 22005'03" 200.00' 1 770-91 1 3-"031 ClIPU5 00 7.4 A .P .0 T 27°/G'/5" //Q. 00' 5.3,31' 27. /7' //°lS' 09" //2.00' 23.30' //. 69' /0¢'35'/8" 38.00' al X65' /6' a 22 COURT ?q ?g DESCRIPTION of REVISION IDATE APPROVE CITY of RANCHO CUCAMONGA TRACT NO. 12319-3 WEATHERLY PLACE EDGEWOOD COURT APPROVED 6Y D ATE -8-85- G TY E NGINE E RCE. No 23889 DESIGN M DOLE AND ASSOCIATES, INC. R�CQMMEIDED G'/ OF SAN BERNARDINO COUNTY CONSULTING CIVIL ENGINEERING DRAWN AND LAND PLANNING . SHEET 645 N. Mounteln Ave., Sulte 1015 f UPLAND ONe(714) LIFORN�146I 2949 ", OFA CHECKED tt RCE N,0 AWING N0. OA / ar FILE NoW'27-E 9%l0 0 I , on I ■■ � I ■ ■ ■ NO ■ ■■11■ Ilr�w ' .: ■■ ■ ■ I!■ !i ■ , , . , ,. _ - . ` .� � ■ i! �, .;i . til NMI = . ; ; � .i ■ ,, I � Vii! Nov— i • - S■I . ■■■� MEN, -10110 ■■■!� _- INE14.1�■■■E�l t ■■Mit : ,��71f �►1 " - •► " so login login ■■� `1I I< �FE , ZQ/CROWAI N-; i_ i jolt A/or A4 d4 J 4 4 kv j O / 2 3 ¢ 5 I�. ra. �v o. r23/9-2 WILDWOOD DRIVE CONSTRUCTION NOTES --' c6N-". 3" A.C. OVER 4" AGGREGATE BASE. i1a CONST. SIDEWALK PER CITY STD. DWG. NO.'S. 311. ®--CONST. 8" CURB WITH 24" GUTTER PER CITY STD. DWG. NO. 303..1 'INSTALL STREET LIGHTS, 5800 LUM., WITH EXTENDED MAST. �---INSTALL STREET SIGN PER CITY STD. DWG. NO. 401. r 9 6 IR•'N NMI Iii iii iii t i■ iii i■ BENCH MARK: BENCH MARK NO. 96- ,■■i■■■ii■■■ii■■iii■■■■■■i■■i■■ 'HAVEN , �i ■i■iii■ilii■iii■■■■■■iiiii■ ■ ■■ilii■i■■■iiia■ii■ii■■ilii ' • .. , . ■■■■■■■■■■■■■■iiiiii■■■i■iii■i .� WALL ,.:.I f -'.20F/11 - E ///= 40 14 11• �^ 2 \ h� G � �h ROXBURY PLACE SEE Sf1T. 9 0 0 O O 0 , Ad A'o L T 76%w3e"' N 7'y. 9/' 47.7&1 ,S8'.S6'36" 57.00' 38.6¢' 32.2/' 580J6.38" 2.7.001 .27. 76 /J. 26' /010000100- /oz.00' 1 /7.80' 8.92' /00.00'00" /02.00' 17-80, 8.,92- 92'//O° //00 00'00" f8. 00' ///. 35' 62-95, 90900'00" 57.00' on I ■■ � I ■ ■ ■ NO ■ ■■11■ Ilr�w ' .: ■■ ■ ■ I!■ !i ■ , , . , ,. _ - . ` .� � ■ i! �, .;i . til NMI = . ; ; � .i ■ ,, I � Vii! Nov— i • - S■I . ■■■� MEN, -10110 ■■■!� _- INE14.1�■■■E�l t ■■Mit : ,��71f �►1 " - •► " so login login ■■� `1I I< �FE , ZQ/CROWAI N-; i_ i jolt A/or A4 d4 J 4 4 kv j O / 2 3 ¢ 5 I�. ra. �v o. r23/9-2 WILDWOOD DRIVE CONSTRUCTION NOTES --' c6N-". 3" A.C. OVER 4" AGGREGATE BASE. i1a CONST. SIDEWALK PER CITY STD. DWG. NO.'S. 311. ®--CONST. 8" CURB WITH 24" GUTTER PER CITY STD. DWG. NO. 303..1 'INSTALL STREET LIGHTS, 5800 LUM., WITH EXTENDED MAST. �---INSTALL STREET SIGN PER CITY STD. DWG. NO. 401. r 9 6 IR•'N NMI Iii iii iii t i■ iii i■ BENCH MARK: BENCH MARK NO. 96- ,■■i■■■ii■■■ii■■iii■■■■■■i■■i■■ 'HAVEN , �i ■i■iii■ilii■iii■■■■■■iiiii■ ■ ■■ilii■i■■■iiia■ii■ii■■ilii ' • .. , . ■■■■■■■■■■■■■■iiiiii■■■i■iii■i .� WALL ,.:.I f -'.20F/11 - E ///= 40 14 11• �^ 2 \ h� G � �h ROXBURY PLACE SEE Sf1T. 9 0 0 O O 0 , Ad A'o L T 76%w3e"' S8. Q0. 7'y. 9/' 47.7&1 ,S8'.S6'36" 57.00' 38.6¢' 32.2/' 580J6.38" 2.7.001 .27. 76 /J. 26' /010000100- /oz.00' 1 /7.80' 8.92' /00.00'00" /02.00' 17-80, 8.,92- 92'//O° //00 00'00" f8. 00' ///. 35' 62-95, 90900'00" 57.00' 89.34 -5 op+ 90"00'00" 27.00' -42.¢/' 27.00' 11 .4 de mi DESCRIPTION of REVISION GATE APPROVE CITY of RANCHO CUCAMONGA TRACT NO. 12319-3, 12319-2 A TRACT 12319-1 - WILDWOOD DRIVE f APPROVED 8Y ATEB_ -9 G TY E NGINE E RCE. No 23889 DESIGN MOLE OLE AND ASSOCIATES, INC. REE MME DED OF SAN BERNARDINO COUNTY �P_�4� CONSULTING CIVIL ENGINEERING DRAWN AND LAND PLANNING• SNEET 545 N. Mountain Ave., Sults 106 UPLAND CALIFORNIA 91766 OF •29 PHONe (?j4) qaG - 2949 KECKEDRCE. No �' DRAWING NO. ' DA ' FILE No rms _ 976 1 9 I E , i 1, k ip"we "ES j SSSS; i■■■EEE�lEI�■E�j ■ I MEMEMME wolmom Fps IN Ei■��fi ii��'� NEW ■ r ■� / ■ >•1 ■■ SSSS■i ■■■ ■■■� '■. ■EIS ��I:. ■■■■■■■■! SEEN ■■■ ■n1"� I,: ■■■■■■■■� I ■E■■■ 0 >l ■111 ; SEED lt\iI■■■■■■■EE I ', �■ISEEn■ENCS: I SEEN ■ a IN SIMMONS■E■E■S ■E ■� SE __ 000 _ __M____ _1 1p J e-WV2 " ,[7.47.4 4 R L T s°7x'28" 9a�' 811.7f0 ' -6-0.87' /9/.6¢' /8°35 ¢8" 154.Gb' 308.35' /S.S. sf' 2¢'¢3'37" 9SC1�' 4a99�1' 208.2¢' /�9 °2309 " 968m' 32752' �fG.S. 3¢' — 77'62:7 IV 39e. I' 209'¢8'/3 /3915' 35.53 /792' 27.00 ¢2.¢1' 27.x9' /¢ °33'53 ". 932 eV ' 2.3 92 //9 /o' " 968.Gb' 24607 %23.'b 7601' 38.So' 220. 19C9 46:7/' 2l'3•s'O/" 22o.Gb' 82.88 x/93' 8B°/3'23" /2¢'221¢ 7" 7¢.21.5' 56; 23' 2 ■ ■■■`il W I■■ ■_ ■N■■U0121 a■ ■Nil ' I SSSS■ ■■■ ■■ MARK:■BENCH ■mom NNNO I���E�?IEE■EIEC'■■EES■■■■■■�"�■■■■■■■■ - j , - , ... .. ,:, • . mom 'AT THE NWC OF HAVEN 1". polmsmis IN h momin lq -& 83 FT. N 4 19TH ST., SET al mom DRIVE PIN w/C.S. TAG IN TOP AT THE E. END OF A I \`r._ ■�� ■■■•` SSSS■ : f. L i ` \ FOR INK �■FI9, �141;11 1; ..:h, ■■■i NONE■ � • f; � � � \ _ 9 1430.686 ��i ���■I �!, F IMI �`Elm ■� ' 1. ; ` !SSSS■ Inv, � •- , . , , ., . 40 i■E■■ • ` . ; ■■■r■ 0 ■■ ■I WIN C �1 4� 1\ ■ f; . : ; , , M A".� ... . ISE■■ E■■■■ �� ■■��P�il f I0II ESIr, 3o, A t 1 � ■■■ 9 � . I.: � � � . ■o 411xM , � . ��■ ° �;' + '"T5. _T - f,(�/Z.- 145?77/°' r ¢' - 3 rtEWBURY PLACE SUNDANCE DR'lVt CONSTRUCTION NOTES -C�ONSfi. 3" A.C. OVER 4" AGGREGATE BASE. O --CONST. SIDEWALK PER CITY STD. DWG. NO.'S 310 311. • �--CONST. 8" CURB WITH 24" GUTTER PER CITY STD. DWG. NO. 303: �---- CONST. SPANDREL & CROSS GUTTER PER CITY STD. DWG. NO. 308 (X=3') . 1 !�- CONST. HANDICAP RAMP PER CITY STD. DWG. NO. 310. �---INSTALL STREET LIGHTS, 5800 LUM, WITH EXTENDED MAST. CONST. LOCAL DEPRESSION, CASE C PER CITY STD. DWG. NO. 518. �-- CONST. CATCH BASIN NO. J PER CITY STD. DWG. NO. 509. (FOR W & V., SEE PLAN) . 10 b 0 Ac � 11 A/ go ab''2dk%— k 3 ,1 w _ /dt � �; nv✓tom ' (wi �C� �+`••`'VI(C C: r , /i Fc/: LG1< 13-17 /7!ii';li• � Q W_AL pLAC DESCRIPTIONot REVISION vl�D 2 DATE APPROVE 4 CITY of RANCHO CUCAMONGA TRACT NO. 12319.5 R & TRACT NO. 12 319.4 j SUNDANCE DRIVE APPROVED BY DATE g-L,0-4� CITY ENGINEER RCE. No 23889 DESIGN MA LE AND ASSOCIATES, INC. R MM E N DE D OF SAN BERNARDINO COUNTY y.y� CONSULTING CIVIL ENGINEERING 1e4 �iciSCof�_ DRAWN AND LAND PLANNING• SHEET 545 N. Mountaln Ave., Sults los UPLAND CALIFORNIA 91786 �� OF 29 PNOt'1 71q46-2g4q KECKED 2y RCE. No /¢ DRAWING N0. Jg/h1. /: DAT FILE No!" V-' 9%�0 ol t .. . 11111111 more 2 � � � l�����i-- i iiii■li�i��i���"�� ■ I ONESoils IYA i ml ml , �l01 ml ■■■■■ cI � ci t II I ���Em�■� ■i■■■ NOOSE E.. E �: _ ..� � "�■■■■■/ ■ ■■G■■ �_e ■■ NOON■■■ �n■■■■■■■■■■�:s.•� ii ■■■ ■■■■■■■■■■■,"Ml !' ���t��� = ■ ■■■■■■■■■■■■■■■■■■■■fill ■■■ ■■■■■■■■■■■■■■■■■�� . , - ■ ■■ M ■■■ ■■■■■■■■ ■■■E •- : ■■■■■ ■ ■■ ■■■ ■■■■■■■■ ■■■ ■ ■■■ ■■■■■■■■■■■■■ ■ ■■■■■■■■■■■■■■■■■I ■■■ ■ ■■■■■■■■ 11 I—= —__■ ■ NOON■■■ ■ ■ OEM 111111111 ■ '" ■■■ ME MMM"q ■■■■!■■■■■■■■■■■■■■■■■■■" dy 17 A5' Tc. E A 19 I ii s 7 11 �� 8 � ��'T STDRM 441'►//�l SP RINGFIELD DRIVE � a R L r /8 �' J" 5/B� ' /63.7¢' 8z -15 ' CONST. 8" CURB WITH 24" GUTTER PER CITY STD. DWG. NO. 303. -5c5k:Vav' /5805' 7%69' 8°SO'OJ" °GYM' /.879 6953' 1601 6'2v"�' ■■■■■13mct W & V, SEE PLAN). OF /2¢''/5" 58 cam' Inc. iU2.�o'"' 161: °!.6'37" 57.60' CONSULTING CIVIL CIVIL ENGINEERING 83 ET 78 °28'¢9" ;?7,:W1 36.98' ?2. os' 78 °28'4,5P Al' 57e" ' 7808' 4(6. SS' 97; 882a9 /36-02' 68./4' 9/8a" / /x/794 gNips 882.00' /7927' 8844' ■I■ "'"" ii■■■■0 ■■ .� 93a9' 25.7¢' 56 7¢' 2/¢ 33' /07.67' 2o'S/' 34" cry' 32766' /mss G6' 20'S/' 34" 882.0' 32/. //' /62.35' ¢0201 08 " 7/.87' 35.95' 1'r, *-6-4c' 54" 9igaq, /7¢ 88' OA%q T�7 Ale.. /e3/ll -7 �W'� 8�W 3` 7 8 S � � dd ��Jy i3 luN M sso ' 7 U 14 27 W 0 �*441 ESSEX PLACE ob 'PLYMOUTH . U WAY ,.i CONSTRUCTION NOTES T— /8 �' J" 5/B� ' /63.7¢' 8z -15 ' CONST. 8" CURB WITH 24" GUTTER PER CITY STD. DWG. NO. 303. -5c5k:Vav' /5805' 7%69' INSTALL STREET LIGHTS, 5800 LUM, WITH EXTENDED MAST. saVG�' INSTALL STREET SIGN PER CITY STD. DWG. NO. 401. -- CONST. LOCAL DEPRESSION, CASE a PER CITY STD. DWG. NO. 518. CONST. CATCH BASIN N0. 3 PER CITY STD. DWG. NO. 504 (FOR ■■■■■13mct W & V, SEE PLAN). OF 2¢°Gg6'Sr" ¢82Lb' 202.88' iU2.�o'"' CONSULTING CIVIL CIVIL ENGINEERING 83 ET 78 °28'¢9" ;?7,:W1 36.98' ?2. os' 78 °28'4,5P Al' 57e" ' 7808' 4(6. SS' 97; /0'1.79' FOR CMP--ELEV. 1430.68 6 ob 'PLYMOUTH . U WAY ,.i CONSTRUCTION NOTES • CONST. 3" A. C. OVER 4" AGGREGATE BASE. \:J �— CONST. SIDEWALK PER CITY STD. DWG. NO.'S. 310 t 311. �- CONST. 8" CURB WITH 24" GUTTER PER CITY STD. DWG. NO. 303. O% -- CONST. HANDICAP RAMP PER CITY STD. DWG. NO. 310. A TRACT NO. 12319-7' INSTALL STREET LIGHTS, 5800 LUM, WITH EXTENDED MAST. �-- INSTALL STREET SIGN PER CITY STD. DWG. NO. 401. -- CONST. LOCAL DEPRESSION, CASE a PER CITY STD. DWG. NO. 518. CONST. CATCH BASIN N0. 3 PER CITY STD. DWG. NO. 504 (FOR ■■■■■13mct W & V, SEE PLAN). Pi As Afkb �� o/GY�GO STA'`�f/�ll� AQP �9B 1 /c b I i Z ,STAMFIELD DRIVE GE• I D ESC R IPTI O N o f REVISION JAPPROVE PATE BENCH MARK: .TRACT NO.12 319, A TRACT NO. 12319-7' .PLYMOUTH WAY - MARK NO. 96-13' ISO ■mom ■■■■■13mct RCE. No 23889 OF MA OLE AND ASSOCIATES, INC. R MMENDED OF SAN BERNARDINO COUNTY CONSULTING CIVIL CIVIL ENGINEERING 83 ET IMmp- NOOSE AND LAND PLANNING - 545 N. Mountain Ave., Suite los UPLAND CALIFORNIA 91788 TOP line mom DRAWING N0. ■!HAVEN ..WALL 97; FOR CMP--ELEV. 1430.68 6 gNips ■I■ "'"" ii■■■■0 ■■ .� , moms .�■ 1■■■■■■■■■■ As Afkb �� o/GY�GO STA'`�f/�ll� AQP �9B 1 /c b I i Z ,STAMFIELD DRIVE GE• I D ESC R IPTI O N o f REVISION JAPPROVE PATE CITY of RANCHO CUCAMONGA .TRACT NO.12 319, A TRACT NO. 12319-7' .PLYMOUTH WAY - DATE APPROVED 6Y GTY ENGINEER RCE. No 23889 DESIGN MA OLE AND ASSOCIATES, INC. R MMENDED OF SAN BERNARDINO COUNTY CONSULTING CIVIL CIVIL ENGINEERING DRAWN AND LAND PLANNING - 545 N. Mountain Ave., Suite los UPLAND CALIFORNIA 91788 SHEET OF•_ CHECKED PN (71,) 946 - 2949 RCE_ No MUM DRAWING N0. DA FILE NW!� —f 97; t f ■ . � - - , .fir .. , ,. ,.��i ... *_-- , .�■■■!n■■■■■■t■■����� �■■■■t■■rte!■■Nt■■■■t■■tE■■t■E■ttE■■t■■■�! E■■ ■ �an, ems_ lllttf■lN�! f ■■ ■ ■ , . MEN I� ; _ ■ � .; � , , � , � ���1.� �llllltll!!llllllll■■!■ltlllllllllllllll■lees■ .. . .. ■ ■ ■■■ ■� F 1 ■ .. 1, . ■ NIP ,, �_ �..� � ,�i ■ENNEI �t■■■■■� , I■!Felttttt�!!!!!lttetttlttttlltttelttttttteltte■ f ■■ ■■ - - iI . 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NOON �■l � . , � ., � ,. _. . I • �:: ,,` - ' :-� +�s : _�i9�■e��!■1�■fit ■ ■t���a I�I■tteN��■e■eettttte■N■ttett■■ f i ;: • _ on ■■■■■■■■la'■II■el!■■ttttltteeteellt■lellelltelltlt■tee -- °_- ■� i ■ ■■■� EEE _� -1 S,_ �,�E■■tlrte■■ttttttt!■tlttttttlttttttttltet ■■et■ ■■ t_i ■tl■ ,�.���■l�rEten��lll■ttee�er�le��!l�eltlt!lltetleeeletetetetttletlteee■ a, . _ - . ■ � _��1�� tea ■e■■ ■Et■■■E�tte■ ■■rte■■c _ , _ ■�Itetntt■■t■■Ntt■tttt■ ��i %tett■■■tttttttt■■■■■t!'��■tett■tee s,te���e�Le�lteteOEttettte�■t■ � __, � z � � .■tttt■■N■letttte■Ntttt�®��lots ■tteA�■llt����7t�lt�t��■tte�9r�e�rE�■t■ .; - � . :. - / . : • '; ,�` ,, : ; ■ � ■■ee�itettettettett■■O� : ■�I , e!!�/�■it I■eAWIN . MO tteN■■■�* r�■�n���Nett ■■ oats;..I■■■■■■■■' d■ww . ; . ■■tll■■■tl . ■ . t�■� tee■E■E■■E■■E-_--�..I.������eetete� ��t�t■ s _ I i /■■■ttteteONOtttttt■■tet■ ■t \ �■� � SO :NItot y ■ N■o' br r� �, , � , �����i I \, ` , / ■ ■ cilli teli� ...:.. �tett■e■■tel�9n . "`: � _ .:.. , �eleltrte■■ 3 I ■ No a ■ NONE ■ NEI■ye■■EMMMM■ 11 ■die E ttte■ ' ; - ■ ■■■■■■■■■■■■■■IAI1i11111, 3 'em■ rwlMMffAMMlw MUNSON • ■ ■ ■■■■■■■■tl�I I�1 tt�■ "1■A�l�l�J'F`� IIE� ■■tl. 391.. 'OC ii■�G 'R Fe■ IngIN !■■l!■■■■ NONE -�i1 I . ' ° e • ! Gees■■ -���i�■Jte � ERGO■l�f �■■I��. I� ,. , w- am ��1� Ing11 01 Owns ' No ■■■■■■■■■e ■ JI■l���� °'!l�eee! ■■■■■■■■■■■■■■■■■■ l■ ■ ' 11■■ LFC� d� ° • \ _ Dim Aw FA 0 . 1 W R .o T 227. ¢°l' CONSTRUCTION NOTES 9 2a-- CONST. 3" A.C. OVER 4" AGGREGATE BASE. O-- CONST. SIDEWALK PER CITY STD. DWG. NO.'S 310 t 311. �— CONST. 8" CURB WITH 24" GUTTER PER CITY STD. DWG. NO. 303. Ea--- CONST. SPANDREL & CROSS GUTTER PER CITY STD. DWG. NO. 308 (X=3'). CONST. HANDICAP RAMP PER CITY STD. DWG. NO. 310. INSTALL STREET LIGHTS, 5800 LUM, WITH EXTENDED MAST. C47-:INSTALL STREET SIGN PER CITY STD. DWG. NO. 401. �--CONST. IDCAL DEPRESSION, CASE C PER CITY STD. DWG. N0. 518. f CONST. CATCI' BASIN NO. 1 PER CITY STD. DWG. NO. 502 (FOR W & V, SEE PLAN.) @1A16rALL 77R4FF/G STOo 316,A/ PEQ CITY STD. Dw6, N0• 40LP. 4 R L T 227. ¢°l' //3.88' 87 °.�' ¢3" 27.x' ¢/.!�' �.�• /3°38'(5" /6 °x'03" 8 °33'39" 9:50. LYS' ,59.7-7 8°33' 39" 42942 62.75' °33'39" DESCRIPTION of REVISION IDATE APPROVE CITY of RANCHO CUCAMONGA TRACT NO. 123199 & TRACT NO. 12319-8 SPRINGFIELD DRIVE HAMPTON PLACE APPROVED BY D ATE9-Z8 CITY ENGINEER RCE. No 23889 DESIGN DOLE AND ASSOCIATES, INC. RCOMMNOED e-- /! OF SAN BERNARDINO COUNTY "T or CONSULTING CIVIL ENGINEERING ��SdC� DRAWN AND LAND PLANNING • SHEET 545 N. Mountaln Ave., Sults IOb UPLAND CALIFORNIA 91788 OFA PHONE 14) 0146-E949 NECKED RCE No 44014 DRAWING NO. X/ A/ D A4 E 'L FILE N0e6s 9710 0 0 9 r 1 BENCH MARK ...... ...... . .. ... . ...... ...... . . . . BENCH MARK Pd. 96- B VE i tt F HAVEN A AT -- - __ - - - . P V - W . # HAVEN l t o i ¢� ��f 19THHST. , O r 4 4 FT - - - - - - __ L-G�bd 6/' - - i� 83 FT. N. + 19TH ST. SET - - - - - 't r ' .c �o t - OP Si , � AG N T _ _ N w C S T I E PI =- - -- - _ --- -- - - _ - - _ - - + i 1 ---- Ft - U( �i. - 11 - END OF A HEAD WALL /VLJ! 1 DRIVE --�-+- - - - - - - - - - - FOR 3E EV 1430.686 -.r -24" CMP --EL - � �c K � � �,. tA - --_-+ Of 1 _ --- . 1, t41. i -01 L4_4____iNJ ce- f _ _ _ i - 'A it A14t d/4 : :� h� ta;: �i ; - 1 00 : to • N ; �,;, {.giINI g -, t� 1 - -�` V 0,o 1p R�1,oe i now t i { } j 57 - - - �---��•� - - _ _ - - - - a� { - - f - - } 1 . a _ c• 1 - - - - i - �i �. - - - t t r d yq 41M 44 - '�i.0, g) tj OWN7�4 L I , � -- - - VElr��/ +- { - - - I - O j 2 3 4 O 1 3 ��, . 4 5 7 1�~T� � t� •Xr : WALDEN PLACE � - 4 k G nG r / ON �NE�T n4 s� S,rEEr /7 N. a 0, 7R. A10. 123/9-4 '' \\ r S i w o TRP NO. 12319- 6 r \\ \\ I II I € TR. /VO. 123 19 - �o V n { �� \\ \ `� D � �iu.� ; ` ev s.w� `t V ; 4.00' S•�' � � b 4 ��� � / r 88 4e /� b \ � /.►�� �• _ 4.9 OCA/n/ ^ b j9 5 A ` B ! M 7.7470 e 3 4 SEES 2/ �' 4 r o o ;. , 0,6 - P gG.17 rc . 27 V BB.2 � A 0 � r0, � P 4� X " 0 t 0� h'► B5.5o N S7 ¢rc N. U v 2 �� .\ a 9 3 �. -� O 8 J - 098 _ 5�.�3' 0.2�'/r3�, 3 Gf/?•G4 MANSE>�'LD ,�atev \ �s I ti� i. T .,•_ �� 2�^d `� (� // \� \ L 8q 21%� `' 4/•98'T -- - ^/ � B 6 � /-00 '� S� � 'I acs- \ � ! i N M :. h �, �7 _ 3G. G 4<00. !JO �`• Lt/.4L,G�iV PLACE 00' r V f. it s V �� ® V c' � � // BY. C�j /3.3• / �7c .L V � �[ /� �` � g�. � f .'1 � : i•<•' � � 5 u, � '' 8i 0 ��/' - _ �' 4 �/- h•� �� �� � 3A 73' - 5.wg' A II Ilk b 1 I �t 37 ''JPO 35 $4 1h rr � �'v�l - � �� i 9Q� �' � B �" e � O 1 ---:•= - • ,ly �i7��jV 4�� V�/ � �� (�£\�� �� St � 16.8 ! � 4 � � v V I I� h � I I I � tU t�. � ' 2. b N 4g,w w V z 41 00 // /11) �� I l 3 /6.�. �8 ��„ T� 1� �, 4;z 3�.�0_83.�r- 40, � /� /� �� ,�• .3/ h _ 5.: g'z-�� j� / b\ .717 �" �V ( I� I ` -� h�N ///� / �G �1U �2 ��� ���` •�'i 36 / •J5 �G W /�G�� `( 9 - l GS £Jf,i+./�ie) 0tJ �oTS �. ? ?Wo i t, SLANOs�� L.E r w6tf7 c YA W' DATA CURI/25 DATA N '} OAKHUR-ST DRIVE r SGQL� .1 0 R G f N '} OAKHUR-ST DRIVE r SGQL� .1 0 T U V ,4 R G T 9G•/•J' 20" 58.00' 97.4/' U4t.67' 85*03,2✓11 27.00' 4006, QG•77' 85.03'2 9" -r 84. G2' 62• 'z 8' 5"3.5'00~ /0,'2.00' ,9.9a' 4.7.7' 3"Oe'46" 0 -CONST. DESIGN HANDICAP RAMP PER CITY STD. DWG. NO. 310. 3'4?'48" �J 8?• 00' 65• G4' INSTALL STREET SIGN PER CITY STD. DWG. NO. 401. �-- 00' /4.62 7.4-4 53'30'/0"' Q7.00' . r . T U V ,4 R G T 9G•/•J' 20" 58.00' 97.4/' U4t.67' 85*03,2✓11 27.00' 4006, QG•77' 85.03'2 9" 57.00' 84. G2' 62• 'z 8' 5"3.5'00~ /0,'2.00' ,9.9a' 4.7.7' 3"Oe'46" 0 -CONST. DESIGN HANDICAP RAMP PER CITY STD. DWG. NO. 310. 3'4?'48" �J 8?• 00' 65• G4' INSTALL STREET SIGN PER CITY STD. DWG. NO. 401. �-- 00' /4.62 7.4-4 53'30'/0"' Q7.00' 25.28' /3.ro5' 53"s9'/o" 57 ad' 53.38' ce, GG' OA / - FILE NoIEZZO s 58.0,0' 70.50' 40.0e.> 9�2G'44" /02.100' /G 8/' g. 43' /1 C'03'52" 196=3. no ' 34-5.35 /73.22' /004 0,o' 27:5.91/ /94.22' �•5o'2G~ /7GS.Ob' 2/0.76' /0!5.49' /04'07'50^' 2'7.00' 47.07' 34.04' 9!"J2'S9'" 27.00' 49•/4' -2-7.74' 746'4,; // L77-440' *37.12' 22•/7' 11pa2'aa" /000.00' 04.8/' 32.42' 5040'501°' /801.00' /76•64o' 87.35' (i1p601.55 /763.00' ?/7.015)' /06.48, 5"`42146" /!4.381 57.21' 00P9'oQ" /02.00' /5.//' 7.57' Q R L T glo�29'02" Q7, pU' 45.47' 3b•24' gG�20'�2" 57.0,0,' 9S VV, 6.3.84' /04�3G' 33" 58• aa' /0.3.80' 75. GG' rhe MANSFIELD ROAD ti e F CONSTRUCTION NOTES a o --(CONST . 3" A.C. OVER 4" AGGREGATE BASE. �-- CONST. SIDEWALK PER CITY STD. DWG. NO.•S. 310 rt 311. ' - CONST. 8" CURB WITH 24" GUTTER PER CITY STD. DWG. NO.) 303. a-- CONST.'SPANDREL & CROSS GUTTER PER CITY STD. DWG. NO. 308 (X=.3•): 0 -CONST. DESIGN HANDICAP RAMP PER CITY STD. DWG. NO. 310. f ---j INSTALL STREET LIGHTS, 5800 LUM, WITH EXTENDED MAST. -- INSTALL STREET SIGN PER CITY STD. DWG. NO. 401. �-- CONST. LOCAL DEPRESSIONS CASED PER CITY STD. DWG. NO. 518. �-- CONST. CATCH BASIN NO. 3 PER CITY STD. DWG. NO. 504 (FOR NECKED W & V, SEE PLAN). 1 DRAWING N0. -� OA / - FILE NoIEZZO s 9760 Liz i ti e F - a DESCRIPTION of REVISION ti e a DESCRIPTION of REVISION PATE aPPRovf CITY of RANCHO CUCAMONGA TRACT NO. 12319-6 TRACT NO. 12319-4 ' OAKHURST DRIVE , MANSFIELD ROAD APPROVED BY DATEO-M-gj- GTY ENGINEER RCE. No 23889 DESIGN . OLE AND ASSOCIATES, INC. REgMMME4DED G-�/ OF SAN BERNARDINO COUNTY CONSULTING CIVIL ENGINEERING - AND LAND PLANNING • b49 N. Mountaln Ave., Sults IOS A 91786/6 UPLAND IeQ �' DRAW N SNE E T PHON) 9,16- 20149 RCE.NO%¢� - �F� NECKED __ DRAWING N0. -� OA / - FILE NoIEZZO s 9760 Liz ti e 1 NINE Mil :>r.:��1 ��.i�■■■i■■■■■■■ S■■■■ iii ■■■■■immo■■■i■SiiME■i■■■■■■iii■■1i�c■`"'M�iri ilf�l Vi M. I . I I . �.. 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NO.'S 310 6 311. �--CONST. 8" CURB WITH 24" GUTTER PER CITY STD. DWG. N0. 303. �-- INSTAL-. STREET LI GFPI'S , 5800 LUM , WITH EXTENDED MAST. mN57- LOLL mrrE55/AN, oA5C ^' CLR G/rY 5 r mvc, No 5/8 — (9�— CC14ST. LGCAL DEPRESSION, CASE C PER CITY STD. DWG. N0. 518. ®--- CONST. CATCH BASIN NO. 1 PER CiTY STD. DWG. NO. 502 y (FOR W 6 V, SEE PLAN.) CITY of RANCHO CUCAMONGA TRACT NO, 12 319-7 9 12319-6 & TRACT NO. 12319-4 'ESSEX PLACE WALDEN PLACE APPROVED 6Y CITY ENGINEER RCE. No 23889 DESIGN WADDLE AND ASSOCIATES, INC. R��MME DED 6 y. OF SAN BERNARDINO COUNTY ��� `isQo CONSULTING CIVIL ENGINEERING DRAWN AND LAND PLANNING • SHEET 545 N. Mounteln Ave., Sulte los • R. UPLAND CALIFORNIA 91786 -Z-7—OF-29— P ONES (7 4) 9,W-Qoi49 NECKED RCE No �'¢ DRAWING NO. Olklhl OA t FILE Nom' ' - 97( i 5°09'36" /M82.aw' /6/.¢9' 7.5.7q' /7/8. &z� /54c 72' 77.1f/' / °54l'le'?"/70c960 w w 2163' Y E CONSTRUCTION NOTES �-- CONST. 3" A. C. OVER 4" AGGREGATE BASE. �-- CONST. SIDEWALK PER CITY STD. DWG. NO.'S 310 6 311. �--CONST. 8" CURB WITH 24" GUTTER PER CITY STD. DWG. N0. 303. �-- INSTAL-. STREET LI GFPI'S , 5800 LUM , WITH EXTENDED MAST. mN57- LOLL mrrE55/AN, oA5C ^' CLR G/rY 5 r mvc, No 5/8 — (9�— CC14ST. LGCAL DEPRESSION, CASE C PER CITY STD. DWG. N0. 518. ®--- CONST. CATCH BASIN NO. 1 PER CiTY STD. DWG. NO. 502 y (FOR W 6 V, SEE PLAN.) CITY of RANCHO CUCAMONGA TRACT NO, 12 319-7 9 12319-6 & TRACT NO. 12319-4 'ESSEX PLACE WALDEN PLACE APPROVED 6Y CITY ENGINEER RCE. No 23889 DESIGN WADDLE AND ASSOCIATES, INC. R��MME DED 6 y. OF SAN BERNARDINO COUNTY ��� `isQo CONSULTING CIVIL ENGINEERING DRAWN AND LAND PLANNING • SHEET 545 N. Mounteln Ave., Sulte los • R. UPLAND CALIFORNIA 91786 -Z-7—OF-29— P ONES (7 4) 9,W-Qoi49 NECKED RCE No �'¢ DRAWING NO. Olklhl OA t FILE Nom' ' - 97( i 5°09'36" /M82.aw' /6/.¢9' 7.5.7q' /7/8. &z� /54c 72' 77.1f/' / °54l'le'?"/70c960 69.25' 2163' 2700' ¢3 28' 2788' g4.3G'27" WLb' 3/ 7.0 /6. cry' E CONSTRUCTION NOTES �-- CONST. 3" A. C. OVER 4" AGGREGATE BASE. �-- CONST. SIDEWALK PER CITY STD. DWG. NO.'S 310 6 311. �--CONST. 8" CURB WITH 24" GUTTER PER CITY STD. DWG. N0. 303. �-- INSTAL-. STREET LI GFPI'S , 5800 LUM , WITH EXTENDED MAST. mN57- LOLL mrrE55/AN, oA5C ^' CLR G/rY 5 r mvc, No 5/8 — (9�— CC14ST. LGCAL DEPRESSION, CASE C PER CITY STD. DWG. N0. 518. ®--- CONST. CATCH BASIN NO. 1 PER CiTY STD. DWG. NO. 502 y (FOR W 6 V, SEE PLAN.) CITY of RANCHO CUCAMONGA TRACT NO, 12 319-7 9 12319-6 & TRACT NO. 12319-4 'ESSEX PLACE WALDEN PLACE APPROVED 6Y CITY ENGINEER RCE. No 23889 DESIGN WADDLE AND ASSOCIATES, INC. R��MME DED 6 y. OF SAN BERNARDINO COUNTY ��� `isQo CONSULTING CIVIL ENGINEERING DRAWN AND LAND PLANNING • SHEET 545 N. Mounteln Ave., Sulte los • R. UPLAND CALIFORNIA 91786 -Z-7—OF-29— P ONES (7 4) 9,W-Qoi49 NECKED RCE No �'¢ DRAWING NO. Olklhl OA t FILE Nom' ' - 97( i • t t - S; , —1t 1 : 41 -i ' t t ' : } : } { : : : t 1 i + i 1 2 f 1 ♦ ♦ + 1 ♦ ' / + 1 J 1 1 1 - - • � ; 1 1 1 1 1 1 J 1 ; { { + + { S } 1 } } 1j7{ 1 _ t1 1 + + + j . 1 0 ±/. 111 .1; 1 A ii J7 It l/el - - T. Z*i Ir fi, I�I BENCH MARK: t - BENCH MARK NO. 96-B 74, AT THE NWC OF HAVEN AVE. i 19TH ST., 44 FT. W. HAVEN 83 FT. N. $ 19TH ST., SET DRIVE PIN W/C.S. TAG IN TOP e� AT THE E. END OF A HEAD WALL FOR 3-24" CMP--ELEV. 1430.686 \ J Sol N 3 - - 4 { �. . 1w Na t- -- - - - lb t I a tax' �- i 1: J ; m ; I : i : : i ♦ 1 . , J : : : it , J 'i • W T. s Z � , , '., �% + { + / 1 ; N f , : ♦ : 1 1 , , : i Iy y1 n Tf - ' - { : -- i ; : : '\ - } i i 1 : : rn i 1 - i a ' it t . : 1 : : Y : : : { } i : - # 1 .C: } J JlJ�' f 1 + : : ♦: : t t 74 t : } f t } } - j1} PROFILE 1 ; ; 1 1 t i 1 1 , 1 , 1 , -- •\T" Il.7� 1 i / /0/� /i-. •/"_ �/1t 1 1 . ir(� . 11 4 — t 1- M C 1 YE/eT /4 f, } 1 /4 /5 f 44' ' ! I' 27' -6' 07' A 8B` /8'53" 35.00' SB.95' gsj, ajoj t A � �` a • 0.7'3' 0.50'-,. 92°23'46' 0.42' 56.44' 36.49' <D > J5.00' 0--)" 95. 00' J M PSR rA. NO. /2.V55 TYP/CIA L S,60MO N 10.0 9' 1 Xt,1; A V/V 7A PA9/<Wi4 Y SM. 11-0'74.07 rO 5rA- /4 t 89. /3 5EE 44AI0ITC.4PE A.eC/,�/TELT PG.4d/ fOR SU,efACE /►,IA7E.,B✓.CG �9 pETA /G S. O 5' ZO' ZO , MIA7z o uce rE,y/CGE I 5D ACCESS. EAC�S/GiE SE SreE_, 1 �7-/10/ eok 5 rA-A a17 pG o.v -a,- Lora rio v. 0`.r ciTy srn, A9wz5; Iva 3o/ i!4% Tom. Z"'CU,B,aFAr C 2'• f,4CE Of GU.eB 7'oeA t/S/T/O,t/-Ares' 70'7/4TEO ~CU•eB FACE fTYJ�> r •. 0 ZW7;4/L -/GIdD/FIEF CL. _8 GZil / T.eW oOOWIZ;Ie�t/ A0EP74/4 -Jt 010 CURYE DATA D ,T'FD/,O.V ACCESS FD.e �ldA/.uTE.t/•4.�lCE yEf,�/CLES DETAlG4 v CHURCH STREET ,� n CIS ,t / 33' 33 V /' e W L 6) - h � m \ 2 w— L (,1 112E It s 0 %PA i l' N fU'Z /,PR/G.477GWWlk'E5 70 45E *340 LJNE�CAMTk'GY_ �' • 17 E I(j 1258. 57 3g E • t sa. �-- - to (F m M N W _:/l441.7d r.C. __/2G 4. R L T A 8B` /8'53" 35.00' SB.95' gsj, ajoj (,C) 92°23'46' 35.00' 56.44' 36.49' <D > J5.00' 0--)" 95. 00' 58.03' 36.20' F• > 14, 616' 00" 49.26' 12.12' 10.0 9' D ,T'FD/,O.V ACCESS FD.e �ldA/.uTE.t/•4.�lCE yEf,�/CLES DETAlG4 v CHURCH STREET ,� n CIS ,t / 33' 33 V /' e W L 6) - h � m \ 2 w— L (,1 112E It s 0 %PA i l' N fU'Z /,PR/G.477GWWlk'E5 70 45E *340 LJNE�CAMTk'GY_ �' • 17 E I(j 1258. 57 3g E • t sa. �-- - to (F m M N W _:/l441.7d r.C. __/2G 4. ) EX/5r mvRM aQAw Ci 7R-A10 No48.3r G ONSTQtlG T /OIV NOTES &---CONST. 4" A. C. OVER 4" AGGREGATE BASE. 7 CONST. 6" CURB ONLY PER CITY STD. DWG. NO. 301. /Q INSTALL 2"X6" REDWOOD HEADER AT EDGE OF PAVEMENT. /7 CONST. LOCAL DEPRESSION, CASE'V' PER CITY STD. DWG. WO 528 20 CONST. CATCH BASIN NO. 3 PER CITY STD. DWG. NO. 504 (FOR W A V, SEE PLAN). f2 JOIN EXIST. PAVEMENT. TERRA VISTA PARKWAY REY/SEIi MEDi4�t/f0� .4c'cESS ^0,e wwm1TEw- AAleE YE/,'/CLES ,gpOEO pETA/GS. 13 f 07 DESCRIPTION of REVISION DATE APPROVEC CITY of RANCHO CUCAMONGA__ TRACT NO. 123 19 IMPROVEMENT PLANS FOR TERRA VISTA PARKWAY CHURCH STREET TO TRACT BOUNDARY` APPROVED 8Y ATEg-M-e GTY ENGINEER RCE No 23889 DESIGN M DOLE AND ASSOCIATES, INC. Ftp,MMEJWDED S g, OF SAN BERNARDINO COUNTYrw 'l�_ CONSULTING CIVIL ENGINEERING DRAWNAND LAND PLANNING • SHEET 545 N. Mountaln Ave, Sulte IOs 5.8. UPLAND CALIFORNIA 91786 IB OF. PNON (714) -14G-2949 CHECKED RCE. No % - DRAWING NO. OATS 2 -/45 -BS' FILE No/ - 9760 J. Al /06-737-5 P - , �9 O RX/S7'. .l7bR�! OR~ S6E Nep,6 PLS ) EX/5r mvRM aQAw Ci 7R-A10 No48.3r G ONSTQtlG T /OIV NOTES &---CONST. 4" A. C. OVER 4" AGGREGATE BASE. 7 CONST. 6" CURB ONLY PER CITY STD. DWG. NO. 301. /Q INSTALL 2"X6" REDWOOD HEADER AT EDGE OF PAVEMENT. /7 CONST. LOCAL DEPRESSION, CASE'V' PER CITY STD. DWG. WO 528 20 CONST. CATCH BASIN NO. 3 PER CITY STD. DWG. NO. 504 (FOR W A V, SEE PLAN). f2 JOIN EXIST. PAVEMENT. TERRA VISTA PARKWAY REY/SEIi MEDi4�t/f0� .4c'cESS ^0,e wwm1TEw- AAleE YE/,'/CLES ,gpOEO pETA/GS. 13 f 07 DESCRIPTION of REVISION DATE APPROVEC CITY of RANCHO CUCAMONGA__ TRACT NO. 123 19 IMPROVEMENT PLANS FOR TERRA VISTA PARKWAY CHURCH STREET TO TRACT BOUNDARY` APPROVED 8Y ATEg-M-e GTY ENGINEER RCE No 23889 DESIGN M DOLE AND ASSOCIATES, INC. Ftp,MMEJWDED S g, OF SAN BERNARDINO COUNTYrw 'l�_ CONSULTING CIVIL ENGINEERING DRAWNAND LAND PLANNING • SHEET 545 N. Mountaln Ave, Sulte IOs 5.8. UPLAND CALIFORNIA 91786 IB OF. PNON (714) -14G-2949 CHECKED RCE. No % - DRAWING NO. OATS 2 -/45 -BS' FILE No/ - 9760 J. Al /06-737-5 P - , z J 0 SECTION "C" SCALE: 1":10'0" MMMI— SECTION "B" 8. 77.P. rH/GKNE�a, b" J'NRDuG�v SERV/GF RGi94p GROdS/NGS t(o' 1V/1.17,Pl 64 M ,PCR 14;lw 1*1 F/O Q I a V► -00 40 J/0 t 05. Cao 4 MRR GRFOK GHAN/VEL TR. NO. 12317-1 I l21 /21 I /of v w Oi � 4 ,�pl � � I HOU 5E J M A ., 5 W A � ICXI51' G 7' F9 it 3 a � cc B r I (e s EX/07 PC- CA gNK. l� Hyl • � .Q-� IN � to e"� � � I p�dC B!X / GAfzAGE I/ / J CH14/N LINX 00MT 36e OrZ7701V5 AN47 P5TA/L.4% ON SH��i N-9!? yV,4t-K/NG SU/�FAGC �_ ,, L - o db �E s GHANNRL )VALL ' � 4 24.01A. rleX SECTION "A" SCALE: 1/2":1'0" -O" I 0 eMPOS � GH/4NNF_L 5 YM. Av5r it TR. NO. 12319-7 2 r2 ZjJOIN \ a 5 /' ' ---- ' LOT. B �, � J s �l`z rR 1Q�/9 GKtib/NG f'1,A/V ' W �e 5 / 6 G/ TR. NO. 12319 I � rya ;r OIN / SITE PLAN LJE�6�5NP auhNnn- EX/5r. CONTOUR 90o 47AYU6H T L/lVE DRAWING NUMBER 5.F FL. �LOf'VL/N� H•r. H/6H r wr ro 171/Y/3H OUAZFAGC F6. rINI014 &"/PM W GlzAPe AArrfAK w TOP Or WALL A yV,4t-K/NG SU/�FAGC �_ ,, L - o db �E s GHANNRL )VALL ' � 4 24.01A. rleX SECTION "A" SCALE: 1/2":1'0" -O" I 0 eMPOS � GH/4NNF_L 5 YM. Av5r it TR. NO. 12319-7 2 r2 ZjJOIN \ a 5 /' ' ---- ' LOT. B �, � J s �l`z rR 1Q�/9 GKtib/NG f'1,A/V ' W �e 5 / 6 G/ TR. NO. 12319 I � rya ;r OIN / SITE PLAN LJE�6�5NP auhNnn- EX/5r. CONTOUR 90o 47AYU6H T L/lVE DRAWING NUMBER 5.F FL. �LOf'VL/N� H•r. H/6H r wr ro 171/Y/3H OUAZFAGC F6. rINI014 &"/PM 6. B. GlzAPe AArrfAK rw. TOP Or WALL a6. r-XrAT GRA r_ ( D5.0) EX/gr rLEVA7701V CONSTRUCTION NOTES fit: QUANTITIES 0 REMOVE EXIST. A.C. PAVEMENT. ? CONST. A.C. PAVEMENT (2" ON NATIVE). 3� CONST. 6' j.O.0, SIDEWALK. �+ CONST. GRAVEL ROADWAY. INSTALL 6' CHAIN LINK FENCE . iER c,0e7X0AAffSTD.O1wd,. F/O Qj �)_ I NSTALL 16' GATE PER C,gGT.P,o/v5 STo. D�v�6. FiO (Z}---GoNor 8" rG. C 0101FWAL.K (MM1161H clm"/cE /r AOf ) BENCH MARC NO. 96-B �. AT THE NWC OF HAVEN AVE. E : 19TH ST., 44 FT. W. it HAVEN 4 83 FT. N.4E 19TH ST., SET N DRIVE PIN w/C.S. TAG IN TOP - AT THE E. END OF A HEAD WALL FOR 3-24" CMP--ELEV. 1430.686 UNIT auhNnn- S. F 90o U -= HZ = r DRAWING NUMBER 5.F 5. F 4/00 L.F Z/G EA . -z Z � azo ,BEY/JCS G.�.O/.r/G/H� CO.�/�Te, To CAGT.P.p�4'S' Oro Q W O,eiV ACGE 56 ,emo TO /5' A111"6- ",9,4/Nls ,Pio.fiJP TO B.P/OCaE, AOdU�'TEO Ql/At/T�T/ES. DESCRIPTION of REVISION GATE APPROVE CITY of RANCHO CUCAMONGA TRACT NO, 12 319 PEDESTRIAN RPIDGE CROSSING OVER ER CREEK CHANNEL APPROVED 8Y DATE C1TY ENGINEER RCF. No 23889 DESIGN M DOLE AND ASSOCIATES, INC. RECQM DED W H.H. OF SAN BERNARDINO COUNTY CONSULTING CIVIL ENGINEERING DRAWN AND LAND PLANNING S I E E 1 545 N. Mountaln Ave., Suite 105 f X•14•M. UPLAND CALIFORNIA 91788 _ I PHON'� (t 14 / QF NECKED /¢B RCE. No _MIAWING N0. PYH.H. 11)A 8 FILE No1n-7.7-sx 976 W DATE �.�.M . s -la- as U -= HZ = r DRAWING NUMBER PLAN U W O W O =h-t�zz P Q Z 1 o c� z Oci_:zz -z Z ii 0 =yO jUJ J O U. Z Z ZZ z Q W Z W z -AU cc mg Im z Q W Q Q � Z _j a 0� O � LL W v moo" O< OQ � in LU I a Q =� 0 2 , o o0 ��- J CL o°1•�W � OUZ .OX .0 Z0 1 a 4w w d W DATE �.�.M . s -la- as JOB N0. /26 -737- 5X DRAWING NUMBER PLAN CHANGE NUMBER 1 Q Z v Q J CL w z �■+ w z N w ~ U p x U ' z Ci w ~ z U CL V O w w cr w Q w U A a 0. E: W Iwo 188 %A Z iii z e W A a � t3 M J 3 d LQ J al oa W.N.• W % Jim 6A Is �i`��r•r DRAWN BY DATE �.�.M . s -la- as JOB N0. /26 -737- 5X DRAWING NUMBER PLAN CHANGE NUMBER 1 Q r f L M/er GONGRErr C7RA/NA6E CHANNEL G3/4'x.3(0" CLU-LAM/NArrPi� GAMQPR - P &D .55'1_01V6 BR/rXE 6' & 3/' LONG 13R/4*19 I �h 4'x 6' MAr 17 3/4" e/G I I let 3/rte 4 M"A6C 3A 4 x 6 30 I i v PARTIAL PLAN OF PEDESTRIAN BRIDGE & FOOTING N r5 QR/I716E 4f c"'ivNEL ' SYM• Ayr J 2" 0 5T t� J'IPF T �- 9" MAx. C04A� L /NIC jZ�NGP 001- FRAMES P/PE vMu r D OWN eK 0Z440/K RDD W/ TURNBUCKEL •' � `� II 6A. IV/RE 77,53 (rorlt am. r0077) 5QUALLr 5iE2 O v� 7" 2' p/^. x 20' De°PP PIER \ 7" E' _35'401V6 aR/DYaE G' C 3/' LA�/G DR1tX� ro 3/4'x .5*' 6LU- LAM INA Mo 45r" TOP Or EX i5 r CHANNEL WALL rtMtb GON rRAL 0HA(NNEL I I PARTIAL ELEVATION OF PEDESTRIAN BRIDGE & FOOTING N. r 5 /%" of carm. C7Pe 5r�eur erwN. rRAME5 / //4' P/PC 5rxur 11" .4 =r? -j AJOt: ' cE `MAX TYPICAL CROSS SECTION THRU BRIDGE N.r•5. 2-3/off-0 00tre FLANK +x 0 PLAT M &F 7 3/f' yc L Jx¢ x W/ 5/6' F X 5 " LAO 150L- r5 co IG0/G 2" ¢ 57a P/Pn •/AIN LINK FENCE 1l'P0111zr F�RAMS 7'-9' M,4X tiPAMVC U4 LA Al IN^ rEO l�'1 x/2x 1/4" At 4-fig"x 5" 0,50010 SECTION "A" N.r.s #s ne'S a 12" 4yc t 13 coNr. I 3LOTG �G71I Gr �vD 11011 �P�rr 24" � P/ER DEYON�G► SECTION "B" N. 7-5 0 340 " LAM rEp I2" X 3/8" BENT 'U" G ala' x aj/s" z 2 =G" PLAM w/8 - /g" 4f 493 I'VP4oeo r0 3rbF3 N Q" 51.orrev HoLe'SI I „ M 4•x /f" x i2" v FOR upPFR Fou"'r WL r5 I \ \�1 IV/ H01 -E3 FOR 4/6 OF 5LOT OL1� M/bDLE o o GARRAC3E 30Lro I Lye "x y2" I v /NG l�r'krE ,9//6' Hem e5 FM �,s" MQ POK LOwEP POUR DOL 7a , v 2 UrM ER ,alb/ GACA I ♦ i I/^RIES / Ta 5L0� GONG. 5U&A_AGE " IN ro wRA/N / M 2"HOLES IN 51M I �' dd 4$ �orroM of luPPoRr I - 0�16 x G"x 1/f 11 e?KAnkrr FOR coNGRErE - `� I pEAR/NG PLr47F PL�+G,EMENr-- AG173XTRA TIE it p A r rOP OF vl cA HOOK STEEL /2 "MIDI rT'P/GAL 24" x 20' D3DP PIER W/4 - IP G VER r � * 3 24" 0 x 20' SEEP r1ex 50NOTUt3E OA51NG FOR W/ 4 Oo Vex r. # 5 r/E3 of PE/e /O FEE r e SECTION "D" N. no. SECTION "C" + M r5 STEEL AND MISC. HARDWARE • 1. ALL STEEL SHALL CONFORM TO ASTM A36 OR EQUIVALENT. 2. ALL BOLTS SHALL BE ASTM A 307. 3. t,AG BOLTS SHALL CONFORM TO FEDERAL STANDAPDS FF-B-S61C AND SHALL BE INSTALLED IN PREDRILLED HOLES OF THE SNiE DIAMETER AS THE ROOT OF THE THREADED PORTION Of THE SHANK AND THE s SIZE AND DEPTH OF THE SHANK PORTION. 4. ALL STEEL SHAPES, PLATES, BOLTS, SCREWS ANO HARDWARE SHALL I� BE HOT DIPPED GALVANIZED AFTER FABRICATION CONFOPMING TO Ile ASTM A 123 MINIMt;M COATING 1.75 OZ. PFR SQUARE FOOT. FIELD 0 TREAT ANY ARRASIONS OR DAMAGE WITH •'7.R.C.•' COLD GALVANIZING COMPOUND AS DISTRIBUTED BY MECHINICAL DISTRIBUTERS WHITTIER,CA. 12 x a/6 SENT PLATS 's JOB NO . /2rO- 737-5A 2 PLAN Q � 0Z° a, z 50 az Y x G''x p >�WNG /'M TE "X 3 " M G/d /s x END vzzz o JJ CC `o o oc - d H ox > tiLL QZ0z oacvg J Q0° Jz _jQ az -i �. �a z�LL is//G" X 2" SLOTTED flq'z3 ao0 2 O> < 00 in o tr- 40 O 41 x %+'X /21' ?%Arr O 0 � -� 3 �r __---ALMRNArr LOCATION PROVIDE 7//V' j � 0U2 Q - of 4# x Y+" x I2# 5uPPORr ASR GARi"GE ,adLJ ,�" .,�• 0.4 ��� (NOTE P!„ArD 5L0f5 3/4" /N 4 00 W/arH OP PLATE) /51/G" VIA. H01 -e`5 b f -OR 66 +�` % G. ,40Lr5 W z z ( ¢ A W U � cz o x LU O Q W a `r z cc 2" 171A. HOLES G' 3 DETAIL OF BEAM SUPPORT HARDWARE N. r. 5. GENERAL NOTES GENERAL 1. THE CONTRACTOR SHALL VERIFY AND BE WSPONSTBLE FOR ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BRACING AND SHORING ALL EXCAVA- TIONS, TEMPORARY STRUCTURES, AND PARTIALLY COMPLETED PORTIONS OF THE WORK. 2. ALL CONDITIONS NOT SPECIFICALLY SHOWN OR DETAILED SHALL BE OF THE SAME TYPE AND CHARACTER AS THOSE SHOWN FOR SIMILAR CONDITIONS. 3. ALL WORK AND MATERIAL SHALL CONFORM TO THE UNIFORM BUILDING CODE (LATEST ADOPTED EDITION) AND ALL LOCAL CODES. Evcmn�rlor4s: I. FOOTINGS SHALL REST 014 FIRM UNDTSTMVD OR C!r7ACTED SOIL PC A MINIMUM DEP'T'H BFUM FINISH GRADF. OR NATURAL. GRADE AS SF,""N ON DRAWINGS. 2. AL.IDWABTE SOIL BEARING VA14 S ARE BASED ON REPORT BY RICHARD MIU S AND ASSOCIATES. 24 INCH DIA. PIER CAPACITY OR 10 1Q PS AT 20 FEET BELOW EXISTING GRADE. CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS AS FOLLOWS: SLAB ON GRADE 2000 P.S.I. FOOTINGS 3000 P.S.I. (NOTE: DESIGN BASIS 2000 P.S.I. NO"SPECIAL INSPECTION REQUIRED.) 2. CEMENT SHALL CONFORM TO ASTM C 150 AND AGGREGATE SHALL CONFORM TO ASTM C 33. 3. MIX DESIGNS FOR COMPRESSIVE STRENGTHS GREATER THAN 2000 P.S.I. SHALL BE APPROVED BY THE STRUCTURAL ENGINEER PRIOR TO USE. 4. CONSTRUCTION JOINTS FOR SLABS ON GRADE SHALL BE MADE AS SHOWN ON DRAWINGS OR AS APPROVED BY THE ARCHITECT. S. MAXIMUM SLUMP FOR CONCRETE SHALL BE 5 INCHES. REINFORCING STEEL - 1. REINFORCING STEEL S14ALL CONFORM TO ASTM A 615, GRADE 40 FOR %5 BARS b SMALLER, GRADE 60 FOR /6 BARS & LARGER. ALL REINFORCING SHALL BE FROM IDENTIFIED STOCK WITH MILL ANALYSIS SUPPLIED. 2. ALL REINFORICNG STEEL, DOWELS, ANCHOR BOLTS, ETC., SHALL BE WELL SECURED IN PLACE PRIOR TO PLACING CONCRETE. CONTRACTOR SHALL USE TEMPLATES TO INSURE ACCURATE PLACEMENT OF ANCHOR BOLTS, DOWELS, ETC. 3. DOWELS SHALL BE PROVIDED AT POUR AND CONSTRUCTION JOINTS AND SHALL BE THE SAME SIZE AND SPACING AS THE REINFORCING SHOWN FOR THE SUBSEQUENT CONSTRUCTION. 4. ALL CONTINUOUS BARS OR DOWELS SHALL LAP 30 DIAMETERS IN CONCRETE AND 40 DIAMETERS IN MASONRY, UNLESS SHOWN OTHERWISE. S. REINFORCING SHALL HAVE THE FOLLOWING MINIMUM COVER: A. CONCRETE AGAINST EARTH NOT FORMED ----------------3" B. CONCRETE AGAINST EARTH FORMED OR TROWELLED ------2" C. SLAB ON GRADE ----------------------------AT CENTER D. PIERS --------------------------------------------3" STRUCTURAL GLUED LAMINATED TIMBER 8 WOOD DECKING 1. MATERIALS, MANUFACTURE AND QUALITY CONTROL SHALL BE IN CONFORMANCE WITH VOLUNTARY PRODUCT STANDARD PS56-73 AND AITC 117-79. 2. STRESS VALUES SHALL MEET OR EXCEED THE FOLLOWING: BENDING, FB ----------------------------- 1600 PSI HORIZONTAL SHEAR, FV -------------------- 165 PSI COMPRESSION PERPENDICULAR TO GRAIN TENSION FACE, FC `--------------------- 385 PSI COMPRESSION FACE,FC-- ------------------ 385 PSI MODULUS OR ELASTICITY, E --------------- 1.6 X 106 PSI 3. ADHESIVES AND 0 MINATING COMBINATIONS SHALL MEET THE RE- QUIREMENTS,FOR WET CONDITIONS OF SERVICE. 4. APPEARANCE OF MEMBERS SHALL BE ARCHITECTURAL GRADE UNLESS NOTED OTHERWISE. S. MEMBERS SHALL BE MARKED WITH A QUALITY MARK AND, IN ADDITION, A CERTIFICATE OF CONFORMANCE SHALL BE PROVIDED TO INDICATE CONFORMANCE TO VOLUNTARY PRODUCT STANDARD PS56-73. 6. WOOD DECKING SHALL BE DOUGLAS FIR -LARCH NO. 1 GRADE OR BETTER. 7. WOOD DECKING AND GLU-LAMINATED BEAMS SHALL BE PRESSURE TREATED WITH "CHEMONITE" IN CONFORMANCE WITH AMERICAN WOOD PRESERVERS ASSOCIATION.(AWPA) STANDARD P5. DRY CHEMONITE RETENTION PER CUBIC FOOT OF WOOD TO BE A MINIMUM OF .25 LBS. PENETRATION AND TREATING PROCEDURES PER AWPA STANDARDS C1 & C9. B. FIELD TREAT ALL CUTS, NOTCHES, HOLES ETC. WITH AT LEAST TWO COATS OF "CHEMONITE" LIQUID SOLUTION. DESCRIPTION of REVISION GATE JAPPROVIE CITY of RANCHO CUCAMONGA TRACT NO. 12319 PEDESTRIAN BRIDGE CROSSING OVER F_XIST. DEER CREEK CHANNEL APPROVED 8Y OATE y- 9-,6fl GTY ENGINEER RCE No 23869 DESIGN MA LE AND ASSOCIATES, INC. RE MMENDED OF SAN BERNARDINO COUNTY W H.H CONSULTING CIVIL ENGINEERING _. DRAWN AND LAND PLANNING SHEET E_.,, , . • 545N. Mountaln Ave., Sults 105 A ICA. 0UPLAND CALIFORNIA 91788 ` 2 OF tl (714) 94�v - 2-14-1 C KE C K E D � 4-R C E No/¢ DR AW IN G NO. S,F / Sf3 W H. H. DA E 0 FILE NoP�_7 a 976 Z 's JOB NO . /2rO- 737-5A = rx PLAN Q � 0Z° a, z 50 az caQ cr vzzz o JJ CC `o o oc - d H ox > tiLL QZ0z oacvg J Q0° Jz _jQ az -i Q V �a z�LL Z ao0 2 O> < 00 in o tr- 40 O O 0 � o s � 0U2 Q - Zmza Win '-AJ J � dS� Vf DATE 15 -0 - JOB NO . /2rO- 737-5A DRAWING NUMBER PLAN CHANGE W Z NUMBER 2 O 2 V Q CL W z z ( ¢ A W U � cz o x LU O Q W a z cc Z U CL (j)a V a W Q Q U A W _ 06 E.r N V) �•r W 4 1 r � N V No r M �88�t3 =WS1¢ H w ��;s►. z z W Witr M•••as z Oit V Z O YIV ~ r IL = 3 N M z J 3 Z 1a� 3��r>; r of No li w_ Fr ?, ow .Vi r V W � r ~.. i DRAWN BY A.A.M . DATE 15 -0 - JOB NO . /2rO- 737-5A DRAWING NUMBER PLAN CHANGE NUMBER 2 O