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HomeMy WebLinkAbout836 (STORM DRAIN) BENCH MARK : "',"' ELY CONSTRUCTION NOTES & QUANTITY ESTIMATES (CONT.Y AT BENCHMARK NO. 96-B GENERAL NOTES : � � ', � 19THST HNw44FTW CFAVE. AVN HAVEN 1. All work shall be done in accordance With these plans, the City of 183 FT. N. 19TH ST. , SET Rancho Cucamonga Standards and the Standard Specifications for Public fU17/,eE CO.�/.?T,�UC'T/Q�/ DRIVE PIN w/C.S. TAG IN TOP Works Construction - current edition. Contractor shall be familiar I2' 32' 00 AS 20 CONST. 10.5' WIDE x G' HIGH R.C.D.STORM DRAIN oJ5 L.PF with and shall be responsible for adherence to these Standards and AT THE E. END OF A HEAD WALL Specifications. /G' .�� �1 a' 21 CONST. 108" R.C.P. STORM DRAIN (.939-St-F-10000, 322.9L.1r-8000)- GG-2L•f FOR 3-24" CMP--ELEV. 1430. 686 2. All pipelines or substructures of any kind, telephone or power poles, LE/�EG G/.t/E 10 23 CONST. 48" R.C. P. STORM DRAIN 1000D 1/63 L.F water meters, valves, fire hydrants, etc. shown or not shown on these 07 = t• -\ .07 plans within the right-of-way limits or in adjacent areas whereCONST. 45" R.C.P. STORM DRAIk-/QOOD /029 L• F improvement work work is to be done shall be removed, relocated or protected _ _ _ _ _ _ _ 24 in place as required at no cost to the City of Rancho Cucamonga. E CONST. 30" R.C.P. STORM DRAIN 12 0D /42 LF V Ls':.t� 2 �gvri/ery /MtiF/t .t' ! 3. Any contractor performing work on this project shall familiarize him- f 7 CONST. 18" R.C.P. STORM DRAIN (B.OL.09. -17500 C.OL.F-12500 O.OL.or-10000) 24 L.P A! self with the site and shall be solely responsible for any damage to CONST, 4"A.C. CONST, SO CURB GUTTER existing facilities resulting directly or indirectly from his opera- OVeR 4"A.l. PER C/TY OF RANCHO CONST. 010EWALK PER 28 CONST. TRANSITION STRUCTURE PER DETAIL ON SHEET No• 8 /2 L.F # tions, whether or not such facilities are shown on these plans. CUCAMONGA STD. DWG. CITY OF RANCHO p NO. 303 (TYPICAL) CUCAMONGA STD. OWG. O CONST. JUNCTION STRUCTURE "B" PER CITY OF RANCHO CUCAMONGA 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering N0. 3tO STD. DWG. NO. 509 (L=10 . 00; C=9 . 00; E=9 . 14) FOR N'LY Department prior to any encroachment or construction within City of TYPICAL SECTION LATERAL (L=10 . 00; C- lOoo'; E- q.se' ) FOR 5'LY LATERAL. / EA Rancho Cucamonga easement or right-of-way. O- CONST. MANHOLE "B" PER CITY OF RANCHO CUCAMONGA c STD. DWG. NO. 511 (L=10 . 00; C=10. 50; E=10 . 001 ) / �tq, °Y <J►, 5. All grade stakes shall be set by the Contractor or Engineer. Paving SPRUCE AVENUE CONST. JUNCTION STRUCTURE "B" PER CITY OF RANCHO CUCAMONGA �srs 31 AMONGA stakes shall be set at all hinge points,, edge of pavement points ay -� within 0.01 foot of sub-grade elevation and at not more than 50 foot ,vT?. STD. DWG. NO. 509 (L=8 . 00; C=4 . 00; E=5 . 291 ) FOR W11y r , intervals. Additional paving stakes may be required by City Engineer T s 8 O N'LY. � LATERAL (L=8 . 00; C=7 . 50; E=7 . 581 ) FOR E' LY LATERAL. / ER• Sap' �1 qy as needed at warped or vertical curve areas. L EXISTING "R" VALUE = 70 i R�tN CJ CONST. MANHOLE "A" PER CITY OF RANCHO CUCAMONGA Is1� PA 6. All sewer, water, electric, gas, phone or other utility laterals, g$ ' STD. DWG. NO. 510. 3 EA • gam, mains, or crossings shall be constructed prior to paving. CONST. JUNCTION STRUCTURE TYPE "A" PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 508 . A=45° FROM TANGENT, //� �1�� 7. Compaction tests of embankment construction, trench backfill, con 4-4 44 - ' - „ � - '- � 2 pe B= 18 C-5 9a D=48 E=31 -11 % " , F=2 10 G=2 6 /4 / eA . / �aav1 /� � ( FUTURE CDNSTRUCTI � � , � � � / � �� csr�tcy c pacting original ground and all sub-grades shall be performed at no II 27 6 CO 27 II L=5 ' -O" _�� / cost to the City of Rancho Cucamonga. A written report with these ' � CONST.MANHOLE TYPE "B" PER CITY OF RANCHO CUCAMONGA compaction tests shall be submitted to the City Engineer for approval 4' /9� /3' /�' / STD. DWG. NO. 511. D1=36" , D2=48" VALUES FOR 30" LATERAL: prior to the placement of base materials and/or surfacing. , _ , A= 60 B=30 C=4 7Y2 E=41 -7?/41 , 1tARl� 4 4 �J'ARI1r5 ° � „ � � _ ,, , L=6 ' -6" , 8. At the completion of paving, a materials report shall be submitted to � / ' LEVEL LINE � VALUES FOR 18" LATERAL: A=24°53' S4" 0.42' . B=18" , C=8' -9" , E=5 '-98�' , L=6 ' -6" . / FA the City Engineer. Lising all tests or determinations completed to __ ___ __ _L___ ___ _____ _ /a� � , - g 35 CONST. BRICKED SEAL AT END .OF PIPE. verify stability oil content and Gradation of asphalt Paving � it,; 7 EA ' KEY MAP 7AC CONST. JUNCTION STRUCTURE TYPE "A" PER CITY OF RANCHO 9. Prior to installation of any paving, a materials report shall be _ CUCAMONGA STD. DWG. N0. 508. A=45° . B=30" , C=6 '-4�/e" , submitted to the City Engineer. Listing all tests or determinations CONST. ro CURB CONST. .4" CONST 51MWALK D=48" , E=4' -9% F=2' -1%" , G=1 '-118" , L �4 - /8 • / EAcompleted to verify: R-Value, sieve analysis and sand equivalent of ONL`f PER CITY OVER 4" PER CITY OF RANCHO 'J7 REi�OVE EXIST. 72" R.C.P. aggregate base. Of" RA1JC�-NO CUCA- CUCAMONGA STD. MOIJGP r✓'TD C1WG• CONST O'CURB 4 CUT AWG No. 310 (TYPICAL) 47 1_F. 10. When improvements are to be placed on native soil which consists of a No. 301 (TYPIC.AL..) PER TYPICAL GIETA/L �- REMOVE EXIST JUNCTION STRUCTURE / e.A rocky material, the sub-grade shall be prepared by removing all rocks e"CLIRS FACE ¢48"6UT7FAI REMOVE PORTION OF EXIST CHANNEL WALL SECTION 240 5.F which protrude above the sub-grade and all voids or depressions shall �6ELDiv) be filled with a fine grade material of a quality better than the natio' material. TYPICAL SECTION NOTE: ALL 57Z7RM DRAIN QUANTITIES A)Q,E MASTER )OLAN rr^C/4./7`/`-,w3 11. If the asphalt concrete is to be placed on sub-grade, a soils sterilant 1E�H13AVIS1A PARKWAY_ EXC=PT ?Mq 77 0,5e SHOWN WITH AN registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly N.T 5. applied at the manufacturer's recommended rate for the full pavement T /• = 8.0 width prior to paving. EXISTING "R" VALUE = 70 12. Estimate of quantities is provided by the Engineer only for the con- venience of the developer, the contractor shall make his own deter- ELL5V _ mination of construction quantities before submitting a bid. Any item of work required by these plans which is not specifically listed in the estimate ofuantities shall be considered as included in the q "MO OF rYMr �B"LIP E �r ' other items of work. R -- //2"R 4 7 • 13. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 3� /4• x cT N0' shall be constructed at each intersection. �. Ay lens does not relieve the develo eloper from responsibility ro 14. Cit approval of p P r �2402 City .. . . . I :. for the correction of error and omission discovered during construction. ' _" 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, '�8~ aM t SH ►�' IMP) orderly state, throughout construction. Site shall be cleaned upon ' request of the inspector. NGS• •.•• ��•.••���`� � , (b1�� /. kEAKENBO PLANE aCAVT.rr' SNAIL BE CDA/STi4UCTED X16. Contact all Utility Companies as required. 48 hours prior to excavation. Nor THAN /0 /4�ET AIPTA,Q � '•�•• � roviuea for your convenience are the Ioliowin�;: P. ALL C!/R,65 5/,(444 ,BE CONSTi2(1CTE0 /N ACCO,eOEMCE/ SCALE (� J`=3i00� •' ••• a/rTH THE L„A7�S7- EO/7yo�+/ C-4- THE N _57PSPECS. FOR A an Gabriel Valle Munici al Water District PC/t3L/C WO.PkS CONST. I" (AA/[�SS GTgR;A?_ //� /n/O/CATED. //�� •� r1O�I6`ti� m ,V . S y p Mr. Bob Stallings (213) 969-2718 "� � •• 0 for Base Line Road construction LUTA/L B. General Telephone (800) 422-4132w - 8 CURB FACE 4 4$ 6LlTTER for underground service N.T• S. V r' �� • YiSED C. Southern California Gas Company (714) 529-2889 2191 E. Birch Street (714) 529-7070 ? � Jig•• \� _ Brea, CA 92621 ('(STREET IMPROVEMENTS) '. Yey/�«s ,aOOEOOET,o/Gs. �f22 �2¢8� F ` • D. Cucamonga County Water District (714) 987-2591 ® QST 2, 9641 San Bernardino Road •�� RG-�/SE ,pEl•?/�.-Y`pC,p CO•PR 5Y�' COAI�IENTS Rancho Cucamonga, CA 91730 CONSTRUCTION NOTES & QUANTITY ESTIMATES ;• �oN»� G90"HANGE�o' 93OM GON57' TO FUTURE 1125/65 s�-� y � NOTICE &-=7-CONST. 4 A.C. OVER 4 A•B• 34, " " 700 S.F. = e38.6 roles � � ADD 8"C.F.f'48"�urree DETLI/[- , AOD covsr. ,vorE # 17 CONST. 8" CURB & GUTTER PER CITY OF RANCHO Q, �Q 9E(V15E "Q' �-�e ccs T A/OrEs 2 /7 I/s/e4 5�" CONTRACTOR SHALL VERIFY ALL V CONDITIONS AND DIMENSIONS CUCAMONGA STD. DWG. NO. 303 304 L.F , �`:� �( ©MOVED SIDEWALK 41 FROM cUeB AAA 0,V SP,P( - AVE. // ZO 84 t S,6 .3�-CONST. HANDICAP RAMP PER CITY OF RANCHO I TYP. 56CT/ON AND SHALL REPORT ALL DIS- CUCAMONGA STDDWGN0310 2 EA14 , CREPANCIES TO THE ENGINEER . . . . ) � I ;/ PRIOR TO THE COMMENCEMENT SIDEWALK PER CITY OF RANCHO e h ®AAT. ST,P�T [•/Gh'� LU,�/e',1/,eAT/.(/ O T•�.lFF/ cOv1�l 4�-- . I i i L�i(/ L 5/GA/5 ST.���T CONST si¢&Alll s reipi v6 A.vO /�,/� �IA•� ,00r• Chvsr, .vvr�S A,AI vo u CUCAMONGA STD. AWG. NO. 310 & 311 5,300 5.F. •�c�uRCy OF WORK. / • DESCRIPTION of REVISION PATE APPROVE Sa--CONST. 2"x4" REDWOOD HEADER 643 L F � 5,y7. No '••.EF: � ' PRIVATE ENGINEER'S NOTICE TO CONTRACTO}t 2 (s�R�'r •'••• •• THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR �CUCAMONGARSTD.DWG. NOO. 464F RANCHO 33 L F• �� CITY o f RANCHO C STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF 7o--CONST. 6" CURB ONLY PER CITY OF RANCHO ,\ AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE CUCAMONGA STD. DWG. NO. 3011,243 L F, NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE �--CONST. CONC. DRIVEWAY APPROACH PER CITY OF TRACT NO. 12402 CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO RANCHO CUAMONGA STD. DWG. NO. 306 2 FA. PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES O /NST4G1 ��S70P .t/6,t/ PE,P CITY OF �e#414gO C044WO�d/P,4 NOT SHOWN ON THESE PLANS , AND IS RESPONSIBLE FOR THE PROTECTION STP O/.1X N0, 402 / � INDEX MAP TITLE SHEET OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. IO CONST. CURB OUTLET PER CITY OF RANCHO GLICAMO/VGA STD. DWG. NO. S06. / LEA• O-COAIST END OF STREET TEMPORARY PAVEMENT PER MASTER PLAN STORM DRAINS. IMPROVEMENT PLANS NMN SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR CITY OF RACUCAOGA STD. DWG. N 4. O. 05. I EA. • INSTALL STREET LIGHT, 9?'p000�y. $ EA, APPROVED 8Y ATE //-/S-$ FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PRO- CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY' /3 CONST. CATCH BASIN #3 PER CITY OF RANCHO CUCAMONGA & TR. No- 12402 SE.T IMPROVEMENT GTY ENGINEER RCE.No 23889 STD. DWG. NO. 504 , L= 21 '-0" , V= S' / EA. JECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE- /4 CONST. LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA DESIGN MA OLE AND ASSOCIATES, INC. RECOMM NDED MENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING STD. DWG. NO. 518. - 4.44 S.F. R.B. OF SAN BERNARDINO COUNTY 1 104 HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE i5 CONST. CATCH BASIN #1 PER CITY OF RANCHO CUCAMONGA MOTE' CONSULTING CIVIL ENGINEERING AND LAND PLANNING OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL STD. DWG. NO. 502, W=28 ' , V=5' - / Ems• _ S.M� K. S Al!lO WATER Vi'+c.YES LOCATe:D U/YDFK DRAWN 50N.MountalnAve.,Suita 105 � SHEET OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS /6 CONST. CATCH BASIN #3 PER CITY OF RANCHO CUCAMONGA S.M. H. SHALL W� ROJALVr_5 TO GRAPE . G• '-g UPLAND Mountain nAvuits 10lj PROJECT,EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE STD. DWG. NO. 504 , L=28 ' , V=5' • EA. P N CALIFORNIA1�) 9 78 OF THE OWNER OR THE ENGINEER, m l7 CONST 6"CURB AND 4S" GUTTER PE,e JW771/L. S!•!T / OF$• '708 1_F. KECKED RCE. NO DRAWING NO. ® /8 1AArr4ZZ S aE> S/6N PEie C/7Y Oi 1e•4.U�/O GyCq�L10rV6�! / Ems\ G. H. D A E 5-17-84- FILE N0.1-fa-A07-Y 83G ! ? i J_ BENCH MARK . t t t t t + t t '� t LLii O' BENCH MARK NO. 96-B } ; �l I t 1 I ! 1 + ! : 1 - - - - -- - } -� - -� - .C; - - . LAX G QUh/D: # � � � + � _� �_.� ti .� .� � � � � �' } � T E AT THE NWC OF HAVEN AVE. . b N LY: OLF ; 1 : ,�.y,� r I l)ib i i 19TH ST. , 44 FT. W. St HAVEN t } 83 FT. N. 19TH ST SET /WILY. QuRB '� t 1 t 1 1 , i 1 t i i - i 1 }ti t : - ? I i-�i ,} }}. DRIVE PIN w/C.S TAG IN � OP L* 1f�.58 ' , I j�1w 1 ;N !� i i i r 9: � AT THE E. END OF A HEAD WALL /,¢; Alis o, ��y- ` 4� ? f ? } FOR 3-24" CMP--ELEV. 1430 .686 1 ♦ : : 1 k 3k 1111i 11i O 4 :AMY Com/ — 1 +`F - -' 1 } i , I - E - _ A l `�► � �ori L Oho ' . .// • S h � t x i i i i 1 x 1� � 9O ��+ F/�1//S'/�'EO J/OE/1�L.0 - � �. tj 00 gOF�t,�ayvrof s�o ,► - M D1AN ; n ►� MEDIAN 1 t i . _ ra pr t4 - - - Tia t7F 1 -4 - : i - - 1 , i i i i i i i i i 1 + j CmL 'O./14N CURB f U : i o. y, ME /AN CURB i PDF N"LY: .� �O � r V . � 1 T � ' c. (1j } ! 1 1 : t t i ♦ } : } } ♦ 1 Q- i :V : N : 1 1 t ^ P� --�U; i�� : + 1 + l t { LF01AN CURB V : 6 .4`2 + } fi 1 r :GRAa /..4�� 0 Qom- --� a,; >� 6 one -1995 u: o.8¢ n' :N �1 i1 N PAVEMEN ' ; 1•p• i i ► i ; 1 i ; � ; •� �1: 10 i a � � •, , � � � I i A I JL o i i a� 4 /• y, i 10` ! 61 RI' f i R1 i 1 ♦ i i t I IQO � ri � 0 _} � b -. iN �p �` � � . N \' i.4% . 1� u1 i t t tt 0 b hi Q! �1 r1 N ti /. �r N �„ H ' r.o $00 a M h , N N N . TOP. OF:5 L i aq iF RE 7.0 .� 11TLtJ t } t U A N :,I� Ad ED/AN CU B� r ►� IL l TOP:OF MEDIA1V MF'D/A/V. CURB . EX/ST riRlAtlw t N i O:� _ A" o as j CURBS Op OF* FLT'tJ14E' 33' S 'LY D � r `` – : ; 1 t i } j r i 1 i s--.: ' i N N of Tl7P OF.S A.Y. L.Y C.uR. gL�—� - i i 1 4 el b 1\ op!n MEDIAN CURB _L t g 01 tea r - a L offs 44, 0 : } T- t ; ♦ 1 } 1 1`, j t 1 } I 4Q � � M� i • } ¢/4 % 4V4 414 , a v - - - = ? ' - }-- ;— _. .. 1 N � a * : : 1 i i t t N ! ! t 910 t /.4 r. } i ' ;1514 > , , c ; N i ; �j } I ROF/LE SCALE } t 1 U i i l HOR/Z. /ii = 40' - : - : : - -� S W - - - i- tJ VERT. O 1 2 3 4 5 6 7 ' *.. SEE G,IwOsc.aPE A,CCIYiTECT � � PGAN FO,Q SU,2FACE MAT�.2/.GG � �� �� S, �. l,R a 4" . S NOC>F LA 2� K1 .$EP GiUS•/TF S,*AD/N6 P4A/V r2 ' �� ; 'y ` I r2' 3t' 32 ti LOT 7,eAA15'/r1441 o.N f pRoPDSeo Q (i V ACCE$$.EAcN 610E SEE G YE,2T. CUES F.QCE t S•D. QD QD 13 'V �) \ 6T,eEET/M�,P17✓EiL1E�/7- TO 'T/GTEO"CU,eB 5'� Z '•�=• b � if t0' 6'5' t0' 1� � � O � � a PL�rt/f0.2 GOC•aT�oic% � c� Cry�� �1 w ♦.;. 0 0 , � b N Q V �� �j /f/A'v CURVILINEAR SIDEWALK DETAIL h k N U tact of.uo ,eG 'R,�/5 .� \ L 1+,` i` v Q Q� /3 44 \ I '�• a 4 8 7 1 , '4 Q . CITY 5TD Ow4..�-G 3oi Cy.?!//L �iVE.O.Q JhiDEsr/iVL,� J�cvlOVLE e 1c4 / d > 4 ( � I I //t 1 o o�' PaaPos�D s.n. ' F. /<i) ' alb 9 =a oo -soo _ coo a V2 •e r 09 - t Oo SO "X _ - 2_ - - - - - - ---- --- - — - .� f a FutvrE g. , L 141fSegbe 'r: b /7•s4' / b 7i4 !p ti 4of /2 F•0 l 0 0 G G' ort G• 3 � 3.0 T.e.4�/.S/T/Oft/ OETA/G + _ ON7 2'36"6 I N T j 3t25 0� 00 Q B9.zi mss. FUTURE v (G'h / p4. ty 5 _ �. �ET�d/l /���/F/�� ��/��dit/Ly ♦f 20 3.0 --+-- 'J - aj amu . _ -=- -- --- -`L- y �� ,�. -- -,CURB 6 - --�--'---- -rye v �c•tq• ,�. �► ^. 7 l9 � ����. is v ti. T. Q L t 20 G.S' WI. of 4 7 •iQ V 0 � Z �. lD h 4 0 n 0 1 f A FDGE OF m tin n N t' n'Lry S t 7S 0.01 M PfRoft�SeD 5.n. 6 9% • OpvN S ,�� \ry e. t •'4 MAVEMF.HT • n FUTURE U'V d 0 4 m9 m 5 °� 0�a �P9 CURB ! GUT7ER �• ��U % (a /0' FuruR& s.r °' AAED/A 41 Aee,e 'S ca,C �11.0lAlr4eWA�t/CE YEAH Zjr5 P.07,-4 3 6 r 90 c.s f FUTUR E R/W � _I O 2 � W � � � � o M �A Q p r 0 „ a YI k A -3 a N y W o � NW •v 81 t� �Q tt► N � � 0 tb " fhb h o � o � J /2 4 ♦ h f * � � � ♦ * � v H * i, i• V �E!//SEO 119E0/.4.t/fO,e ACCESS f0�M.G/.t/7Z�/.4�t/CE ¢.2•f-�4 } b '_K YE1YicGEs A0�6O OETA/LB. 0 +22 /400 T•e.4.cFi c covr�vc si6,v, ,00r. sre6E�' cr4yr /AA 4`. _ �„[jE � MOVED 5/DFWQLK 4' FiPGY11 CURB FACE av sP,PCKE ,ett/E. ///�/� —Q � gpRUCE AVE FUTURE !2365) �. / Citi B����G�/� syT. 1111-4 � TERRA VISTA PARKWAY s4 NOTE CONSTRUCTION NOTES D ESC R IPTI O N o f REVISION DATE APPROVE FOR STORM DRAIN PLAINS JEE SF4T EF of 4. CONST. 4* A.C. OVER q,. A.e. CITY of RANCHO CUCAMONGA • CONST. 8" CURB & 48" GVTTtR F15A DET,41L 6(.IOWu-0tJ Or MO. I ��_CUCAMONGA STD. DWG. NO. 303CU•4YE �,,, T.0 CO/VSTfZUCT/ON Norms <COnrT, TRACT NO. 1 /3 CONST. CATCH BASIN #3 PER CITY OF RANCHO CUCAMONGA 4�-CONST. SIDEWALK PER CITY 01:' RANCHO O o R z T STD. DWG. NO. 504 , L= 21'-O" , V= 5'-0 CUCAMONGA STD. DWG. NO. 310 & 311 IMPROVEMENT PLANS FOR ,� /4 CONST. LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA scafOurC avis sNr lO 16`/5 '0 7 /OO. DD M. 38 /g 29 STD. DWG. NO. 518. O5 -- CONST. 2 x4 REDWOOD HEADER TERRA VISTA PARKWAY ® aa-00'Do" /.DO' 3. /4 ' - �. 6 CONST. BARRICADE PER CITY OF RANCHO SPRUCE AVENUE TO AST TRACT BOUNDARY G CUCAMONGA STD. DWG. NO. 404 ' - - 7�- CONST. 6r' CURB ONLY PER CITY OF RANCHO APPROVED BY DATE O _; �CUCAMONGA STD. DWG. NO. 301 GTY ENGWEER RCE No 23889 90 OD OD g DO /Z 67 S.DO g 8 CONST. CONC. DRIVEWAY APPROACH PER CITY OF 50 05wl� /4"04 'OON ¢9. 2G' /Z./2' 6. 09' RANCHO CUCAMONGA STD. DWG. NO. 306 W=50' DESIGN M OLE AND ASSOCIATES, INC. RECOMMENDED cxwv.,. MDQ S7-CRAMP o�RT,�/ SHEET. OF SAN BERNARDINO COUNTY II CONSULTING CIVIL ENGINEERINGG �� F b DRAWN AND LAND PLANNING SHEET /0 _L'0/t/�'T G'!/,BBOI/TLET PE,e G'/ryOF,��iUG�if�O 545 N.Mountain Ave.,Suite 105 .PAAc __ /r/O. ✓�'OG. R. B. UPLAND CALIFORNIA 91786 2 • QF CONST END OF STREET TEMPbRARY P�IVEME/VT PER C/TY O (714) 946-29�►J �RIVi4TE ?/VE H.C.RAMP t�E'T♦�✓L. OF RANCHO CUCAMONGA STD. OWG. //0. 405 HEC KE D RCE No MeY DR AW IN G NO. ® /2 INSTALL STREET LIGHTS, 9500 LUv1. G. H. OAT -6--17- .64 FILE No 4 4 -� : i : : i + ii i 1 7 i t t t 3 r t t # 1 r t BENCHMARK : • Id { - t r BENCH MARX N0. 96-8 : AT THE NWC OF HAVEN AVE- & & f O � t} � 4i0 3 ' � t 19TH ST. , 44 FT. W. HAVEN 83 FT. N. 19TH ST. SET r R ,R Lr! DRIVE PIN w/C S TAG IN TOP i W'Y-Y: CuRB V L, C fts y ' C: fz ; : I AT THE E. END OF A HEAD WALL Nr' i f i HV LY r- PLR 77k. / 6 , , #O i t i i I � 4 .2 1 i ; ; 1 # FOR 3-24" CMP--ELEV, 1430 686 5; o i . . . . ` . O ��t1 „oQ ; = i r : r 0 m t4 t : r ; ? 1 + T � } + f ! ; } ' 1290 12 . 5 + u � � , ''. x1305: + � � { i + � � � � _� 1- r � , . . . . . . . . . . . . . . 4 4 % 0 GMA OL { �: ?� �Q N - IS � 44 i 4 - i Y ` G D �1� 1r { t 1995' - �N 300- 4 . . . . . ; N p192 E'4_Y•, OF ? } } } } - t t I i N — SOr• '.�� M % �� Z . . . • • . W t;sd i �1 i i t i i } t t t t i ! i t W * qs _ Q � W� 1 t t 4 �— r,, a f 1290 ' 2 5 egos ' ��N . t m • o �� X05, } t t t r • �� • t ♦ ♦ : i N ! : O i y i i i r b I; } I x.06 f' '� i�US'T tGt{atl1VD �f : >� { + �oa;OCT r + { I + `; t c. E [.Y �D M b A14 t t P: OF: i i i :`r'4P: CSF' f i t L. �j I�RC�P�OGED E �Y' T. } + } } . t t t f FLTuRE 'y'� Al, I4 : 'LY cum& N I iE'1..Y �u�s� � PEP? TR. l23►G�4�/ t : ! � f -- -129 5—- - - - _ _ _ _ .. ..�� - —8 x• -G RA i f uty t { } t �•f1 V`,r��1• QI � ' � O �J•! , , I u J � � : , , f ; , � � i 1 T I � S t � � } f 3 , : . : : : : :/ : �... • : t i t ' t t t t ' t _ _ e N R i i yy t tj + + } ! r - 1290. t - * N � f 4 1 { ; • N i I - . PROF/LE SCALE HOR/Z. 1" 40' } t } } t - __ -- - - - - --- i -- ---- i VERT. l" - 4'Ll I - -L-� - - 41 42 43 44 45, 46 47 $GALE /~c 40' CURVE DATA U O d R L T lar ' q O/ 20.00'00" /000.00' 349.07' /76.33' O2 20.00'00" /032.00' 360.24 17'52'57" 968.00' 302.12' /52.30' v �t 4O 62'4/'42" 35.00' 50.52' 30.80' J0't8'37" 8.00' 12.63' 8.07' ♦ � �, TORE _ __------ :�� �G. ONS `• � ,• 90'05'24" 8.00' /Z.58' 8.01' Ir a �pgSfIEO EGL ,,,c �cP`,)0 0` ; tt t` 3 s tYER 2 •� �� •� I AhP0*04'/8"E _ O7 95 25 04 'J5.00 38.29 3B.4d fcURe 4� O t t 68.spar / ® I 'r�off_ �•o>� -T 4 v STREET LIGHT N 1 �ltj (87.83 Fc --�-- c��, 01 PER TR. /2364-I O w >E? 0�009 so m c �. "rVN1 I 3 F��V�.� 1 C� � � G � ���1 ' � .- 4 pL'R TR•/2'Jre4-1 , FU�RE �2 fob ` 2 3 5 T Il.G7 CURB GUTTER r 1 , t PER TRACT /2364-1 W • tp k U , � 5 �.�/ 14 4 0�`• � 1 r0N ; r1 t N 51RtJGt/D'a1 N / ft . GpN. 12 0 1 N g 0 n ; (� v R EGA r-r 0 In 01� S' ,oar S Te E�E7 L�6s/J L UdI�N .�>/�j/6 .4�D TC 4f 3 G w GvRg y y,� y.p. 1, � oP° . ;-�. 6 � V _ . . neo` i�,•c/r, 4p O 0 � d► Z - cov r o sT.U.�i•v6 ,o.Go .gar yvgvr�r��rAPA R 19 D s G,� O' IG 0 U � a - - � 41 pR 1�'� qq 15 h �) v ML ®M0AFP 3/GEk�1LK 4'FK0M C.F. dn/ _SPRUCE At/,-' �V 4 , 4 I` Q 7 CONSTRUCTION NOTES I Aoo B"C.F� 48•6�r D�TA,L 7D SffT. /OfB,AOD CAVST. NOTE /7 C ` , �_ 4 11�j5�g4 S�St m oz� 3 ti CONST. 4 A.C. OVER 4' A•5- `,� - �� GQh O2 ---CONST. 8 CURB & GUTTER PER CITY OF RANCHO D ESC R IPTI 0 N o f REVISION DATE APPROVE �� � i��� ►i N nAJ��c� CUCAMONGA STD. DWG. NO. 303 � - � 3�—CONST. HAND I CAI' RAMP PER CITY OF RANCHO CITY o f RANCHO CUCAMONGA w � � eQ � �� ��� \1 (1 m * I W N CUCAMONGA STD. DWG. NO 310 ; SPRUCE AVENUE CONST. SIDEWALR PER CITY OF RANCHO _ G 1 r W � 1 t� h CUCAMONGA STD. DWG. NO. 310 & 311 . N 1 . °T� ® a- -- TRACT NO. 12402yC01�15TRUCT 2" +�4• REDWOOD HEADER. //VST-4GL sTvP r/6� �' CURB A&Lj 2 OF vp,4hVVAI> C S7V,011 M. /COAl?965 F a`"77 IMPROVEMENT PLANS FOR 'r N0' 7 CONST. 6" CURB ONLY PER CITY OF "RANCHO 5Er✓ s�EE A p�� • CUCAMONGA STD. DWG. N0. 301 SPRUCE AVENUE t' C' 'TERRA VISTA PARKWAY TO NORTH TRACT BOUNDARY �CRANCHO CUCAMONGAONST. CONC. STD. WG. NO. 306 CITY bF T IQ INSTALL STREET LIGHTS•, 545D0 LU,N. APPROVED 8Y ATE NOTE /,¢ CONST. LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA GTY ENGINEER RCE.No 23889 STD. DWG. NO. 518. DESIGN M OLE AND ASSOCIATES, INC. RECOMMENDED Foie STORM DR/4lIV pLIW BEt= 3tiT G 7 OF $ @_CONST. CATCH BASIN #1 PER CITY-OF�RANCHO CUCAMONGA OF SAN BERNARDINO COUNTY STD. DWG. NO. 502, W=28 ' , V=5'-O _ CONSULTING CIVIL ENGINEERING ►i CONST. CATCH BASIN #3 PER CITY OF RANCHO CUCAMONGA DRAWN AND LAND PLANNING• SHEET " STD. DWG. NO. 504 , L=28 ' , V=5'- 0 •" . 645 N.Mountain Ave.,Sults 105 l7 Gdt/5T. 8"CURB of-m" aarrzk Are DETA/L !w4r• / OFd. R• B- UPLAND CALIFORNIA 91786 3 S H Ne(71i 946-2949 �F 119 //0. 4 LL STR��� S/G�/ P�,F C/Ty0<'�4,V1�/O CUGge10,V6:4 S7D Ofrc HEC K E D RCE No �'¢ DR Aw IN G NO. - NO. 40/ S7DP"l/" AeR G/7Y Ar'R,4�14A1,0 C1Jl.Gti10�/l4 SJ'D. OK/X G. H. AA �5-/7-84 F I L E N o /��/s' 8 3 6 f