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HomeMy WebLinkAboutRc St Improve Plans 817/1 Thru 818/5 817/1 818/1 818/2 818/3 818/4 818/5LLLII—�G. :[«; �t:�..11.�L�J.LUVC...r-i-,cu1� '_ .....,,.. .. �i;r./ ,_ .,�u.�>�. u...Lv�w,,:' .,. u 817 j1. __ _ 818/l � 81812 � ' . 4 � � - V, rT _ : W r ALLUVIAL ROCK RIPRAP -- MATERIALS ALLUVIAL ROCK --All alluvial rock material shall be natural riverwash material of granitic consistency as commonly found in rock rows and alluvial deposits throughout the northern limits of the City. All rock shall be selected and of 12" average size. All material shall be inspected by the City prior to installation. PVO SPOIL BINDER --Soil binder to secure alluvial rock in place shall be PVO X-2000 or equal. Materials ate. available from: P.V.O. International; Inc. 3305 East 26th Street Los Angeles, California 90023 (213) 264.3904 ALLUVIAL ROCK -- INSTALLATION 1. Excavate and remove soil to a depth sufficient to allow for placement of alluvial rocks to acheive desired landscape effect. 2. Set 8" to 18" size alluvial rocks on top of 2" or more of moist sand or decomposed granite. Fill voids between large: rocks with smaller rocks to create rockwork finish. Rockwork should be such as to form in essentially flat surface with no significant protruding rocks. Jagged rock surfaces shall not be exposed to surface. 3. Place in between rocks 3" or more of a sand and cement mixture consisting of l part Cement to 15 parts sand. 4. Thoroughly dater such that material is wel) moistened to depth of at least 3 inches. v. 'Wait 3 days then spray with PVO X-2000. Sealer is to be mixed and applied asfollows. into each four gallons of clean water pour one gallon of PVO X-2000 concentrate. Mix solution for a minimum of five minutes prior 'to'spray application, Spray solution onto alluvial rock until all surfaces and crevices are well wetted. Adjust spray to administer solution at approximately 150 square feet per gallon. 6. Cure Time: Allow 72 hours with no disturbance to alluvial rock for curing of sealer. N E5TIM17TEo PURIYT/TES c7ESCRIPT/ON QUANT. UNIT /5 GAE, zlquo %nBER 36 FA, 5 GAL: XYLosmn SET/COSA YINCFI N1 A;l oR GRO D COVER Zpoo EFL ROC K /3, z o S. F r7% WALL COAM 2' 5445MA Now 2xr TfH/S PLR/t/ TYP. FOR Pfi'RffWRY B B RIP770N oUIVT, UNI7- (15 kOc EA. 75 ER 75o0 — S,F. GENERAL NOTES R/W 60' 1, All work shall be done in accordance with these plans, the City of - - Rancho Cucamonga Standards and the Standard Specifications for Public BD' 30, Works Construction - current edition. Contractor shall be familiar - 20' /0' with and shall be responsible for adherance to these Standards and Specifications, 5,5' 4.5' /O' /D' /O' to 4.5' 555' 2. All pipelines or substructures ofanykind, telephone or power poles, 16veZI/NE water meters, valves, fire hydrants, etc, shown or not shown on these limits or in adjacent areas where sLp'Eif�T. plans within the right-of-way 0.49 4.1.9 O./T' OV 0,4' - 5111fyJ improvement work in to be done shall ba removed, relocated or protected in place asrequired at no cost to the City of Rancho Cucamonga. 3. Any contractor performing work on this project shall familiarize him- CCWsT. S/OENiiLK Pc'R CONST. ' AC, ail -OR tirY oP RA.Vci/P self with the site and shall be solely responsible for .any damage to .4 CONST. Q'CURB e 4U7TEe COMPACTED i✓AT/ICE SO/L cU G-r s7Z,0./v0• existingfacilities resultingdirectlyor indirectly from his opera- /R,e CGTY nFRgAICNO 4-311- tions, whether or not such facilities are shown on these plans, Cl1CA MUNG4 57P. 0k/G.• ^ 'O, -10-3 (TrP/cAI-) TYPICAL SECTION 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering Department prior to anv encroachment or construction within City of Rancho Cucamonga easement or right-of-,iay. ?' VALUE O EXISTIN TI; 5, "R"' VALUE OF EXISTING= 70 5. All grade stakes shall be set by the Contractor or Engineer, Paving stakes shall be set at all hinge points, edge of pavement points within 0.01 foot of sub -grade elevation and at not more than 50 foot R//v RIW intervals. Additional paving stakes may be required by City Engineer ;as needed at warped or vertical curve areas. Zz�r' 2Z.5 6., All sewer, water, electric, gas, phone or other utility laterals, 4.5' /8' iB' 4.6 mains, or crossings shall be constructed prior to paving. 7. Compaction tests of embankment construction, trench backfill, com- all sub -grades shall be performed at no GEYEG LINE " 'yFT. 4 SLOPE y� I 0.48' 0.29' 1 O /7' ScoPE / patting original ground and cost to the City of Rancho Cucamonga, A written report with these , � compaction tests shall be submitted to the City Engineer for approval CONST. S/Of/✓AGfC PER prior to the placement of base materials and/or surfacing, CDNST. "A.C• :^ COA1,977 8 8. At the completion of a materials report shalt be submitted to e-eles E 0l1ER COMPACTED C!/CAMON6FA STD. GlJ77-Ee PER c/TY NA TjyE SD/L. DWG . NO. 3/O f 3// • .paving; the City Engineer. Lising all tests or determinations completed to OF fAA1C110 CUCAMONCA . ■ STD. DWGN0, 303, SECTION verify stability oil content and Gradation of asphalt Paving (TYP/Cf1L) TYPICAL' 9. Prior to installation of any paving* a materials report shall be N.T. S• WILDROSE DRIVE,HARMONY DRIVE,AURORA PLAC£. } submitted to the City Engineer. Listing all tests or determinations ORANGEB'LOSSOM DRIVE, HIGHGR'OVE PLACE, AMBROSIA ROAD completed to verify: R-Value, sieve analysis and, sand equivalent of aggregate base: Tf: 5 "R;' VALUE OF EXISTING= 70 10. When improvements are to be placed on native soil which consists of a rocky material, the sub -grade shall be prepared by removing all rocks which protrude above the sub -grade and all voids or depressions shall be filled with a fine grade material of a quality better than the native material. 11. If the asphalt concrete is to be placed on sub -grade, -a soils sterilant registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformiy applied at the manufacturer's recommended rate for the full pavement width prior to paving, 12. Estimate of quantities is provided by the Engineer only for the con- venience of the developer, the contractor shall make his own deter- nination of construction quantities before submitting a bid. Any item of work required by these plans which is not specifically listed in the estimate of quantities shall be considered as included in the other items of work; 13. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 shall be constructed at each intersection. 14. City `approval of plans does not relieve the developer from responsibility for the correction of error and omission discovered during construction. Upon request the required plan revisions shall be promptly submitted to the City Engineer for approval. 15. Work site and exterior streets shall be in a neat, clean, hazard free, orderly state, throughout construction. Site shall be cleaned upon request of the inspector. 16. Contact all Utilitv Companies as reauired. 48 hours Drior to excavation. Provided for your convenience are the following: A. San Gabriel Valley Municipal Water District Mr. Bob Stallings (213) 969-2718 for Base Line Road construction B. General Telephone (800) 422-4132 for underground service C. Southern California Gas Company (714) 529-2889 2191 E. Birch Street (714) 529-7070 Brea, CA 92621 D. Cucamonga County Water District (714)-987-2591 ` AC%P= fU1L ROAD rAF,7 ra.K�S J ry 7' 9 Y o `;1 v > F•-_'.', ter z ' � o "U=U T. KEY MAP- . H07 To SCALE 9641 San. Bernardino Road Rancho Cucamonga, CA 91730 CONSTRUCTION NOTES AND I)UANTITIES TR.12316 TR.12316-1 TOTALS NOTICE 2-CONST. 3" A.C. ON COMPACTED NATIVE SOIL (o Zy/ 5.F. 571oG45,f 93 955SF.' �- - CONST. 8" CURB & GUTTER PER CITY OF RANCHO CONTRACTOR SHALL VERIFY ALL CUCAMONGA STD, DWG. NO. 303 CONDITIONS AND DIMENSIONS IONS 4a'- CONST. HANDICAP RAMP PER CITY OF RANCHO AND SHALL REPORT ALL CUCAMONGA STD. DWG. NO. 310 liA (o EA /G7Ef7. CREPANCIES TO THE ENGINEER CONST. SIDEWALK PER CITY OF RANCHO PRIOR TO THE COMMENCEMENT- CUCAMONGA STD. DWG. NO. B10,511>& 45' & 60 OF WORK. STREET SECTIONS 484'Z S.F. lob 1/75. /� 59%5.F CONST. CROSS GUTTER PER CITY OF RANCHO PRIVATE ENGINEER'S NOTICE TO CONTRACTOR CUCAMONGA STD. DWG. NO. 308 (x=3 ) ?O,2�F /G'6S.F. 2//t�✓�F. CONST. 8" CURB ONLY PER CITY OF RANCHO THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR CUCAMONGA STD, DWG. NO. 301 B%G.f. /lo9,L.f. 257G.F. STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF CONST. CONC. DRIVEWAY APPROACH PER CITY OF RANCHO AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE :ERE ARE CUCAMONGA STD, DWG NO. 305 (x=3' w=16') ; /�B9F NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE 1Z INSTALL STREET LIGHTS, 5800 L.M. CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO 13 INSTALL STREET SIGN PER CITY OF RANCHO CUCAMONGA PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES S'.T7D. DWG_ NO. 401 3 L? Ems' i 9 NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOA THE PROTECTION I4 INSTALL TRAFFIC STOP SIGN PER CITY OF RANCHO OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. PUCAMONGA STD. DWG. NO. 402 15 INSTALL 13ARFICADE PER• CITY OP RANCHO CUCAMONGA STD. SPECIAL NOTE FROM PRIVATE ENGINEER "TO•CONTRACTOR pwa, NCI It04. I EA. / E-� 2 EA. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY NOTE FOR STORM DRAIAI QUgNT/T/_=S BEE •ANT. S COTS• FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PRO- JECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS -REQUIRE- MENT SHALL APPLY CONTINUOUSLY AND NOT BE. LIMITED TO NORMAL WORKING .HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITYy REAL OR ALLEGED; IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROaBCT,EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. , W . J W � J � , � N U N �E /MP.eOY,E.M~ T�1,4I✓s-BA.SEG/N.E PDAO rsEG/NE PL, AI' N4, ,C'AAO em � 6 Gee 8HT• No. 3Hbo[,p? 8 W �j 2G 19 i7 I6 /5 / / 9 _ 22 FS / m 2s �3 8/ ?0 29 ?G l ?y �6 ?/ ?2 P3 24r m G: ?5 r (SEE .4HT) HAS E y / 1 B a /a // EE sHT. 5of5 13 \ rue ST�Riy o2o/ti G p /5 /2 INDEX MAP 6CALE:« /"=2t70� 0 Y UPLAND CALIF OANIA 9 7 6 `/ _ OF PHON9(71 94G-?� „ CHECKED M k4l k, RCE•Na./¢� DRAWING NO. QA E 51Mff FILE No,/26•af 8 - g k l 11 13 is I :U BENCHMAR K: v- ........ 42 41 4 4fi - 0.4 .0 AT THE NWC OF H. EN AVENUE 19TH 4 SLY -mq. 9 S' - - - ST., 44 FEET WEST t HAVEN & 83 "/4 ; 'T 92 --78 i w -2914 1. ---t" FEET NO 14i RTH 19TH ST. , SET DRIVE IC a 64 -!1- --'m6 T� PIN w/C.S. TAG IN TOP AT THE EAST } ` t � � !!-ji m P V=11% .9p b 1, ki t r END OF A HEAD WALL FOR 3-2411 CMP 7 ET,4V. 1430.68C ]A, '71 iP t, 41 q: Tj 1i - 1 1 L-- 41 :)0 tj T' ro ID Tr (T m (3 -4- NJ + V or -WILY"dults : : ; ; ; : : U t t- &A V-4 4-1 iL- T 7r- - - —'k -- - - - - --- ' � - * -* 0 P. V. - J� 1 4 1310 ;Q1 q0 E$Oq- Cl - ' . .1 : 1 0 + 41 V�--t ox + la X -T 4- _111 -4� I T DS[S GjJ7 T 4-- 72 1 R1 tj— t MS Al ii d L L9 OD I --A Row -!.,GRAPE-L-1 tells'' -J + 07— c . .1 T -7 T r-j L 125, -0 JL z i IT, _4 F, m V) t', 7 t T 7 bT T— m Is -T 1 T i On -ILLU.: Ty- - Pbp R 1� TO Elf CUR5 7 tol t 0 d IR15 ai, T 1360 t 7 t 13 L T 7 + PROF I L r- HOR.1'=40 4 T T 4 t t-1 L 0 0 2 4 -7 ORANGEBLOSSOM DRIVE BASELINE ROAD 551E OF _J5 4 ' A 4.--, 1 .61SHET 2 r-,\A sc 00 8.91 WILDROSE DRIVE ORANGEBLOSSOM DRIVE ro % 0 1 SEE SHEET 4 OF 5 Sr=l=- SHEET 3 OF 5 (3 V II 45' 14 27 7- 37 �t, . ! F I �y ( I \� + to 0 w I I U- ul ll 4i, � 'T I , z -zo 0 3G U) + + A ti� \ 14 m \k\T 115 '4, n7 34� lz 4 U 14o.gyp ap ul P2 10rr * OWN'164 4-1 V 45.19, 10 .24, it, w 7w B� Q Lai V.C.V, Ll v� J-J V) s�tL9-0' '21-Me /U 1(1 N �4 �!/ '�, I N' /' + 4 ro�-0 N gz 9 bi 10 w 4- 4- e4 '1�' c R S70RMS�� �� / o j w t*r9 U ���j �� II �! ��- p i I ti G.2A/.n./ SEE 5KT• �I � th < 4 OVA 5y�� / o i II 6�6 + II N 0,- S- + ej V v 7 O$r CURVE DATA 96 0 r� ul > - tq7 VALENCIA AVENUE T ln� R L c,* 45' 2-3 180.00, el.-aal I0.(0z' 7- 03'or.- zeo-oo- 0 7.4 r.' 13.75' OZ I& I Ft L T 12 ' 120 " 618.001 15111-18, 0<�.asl 12" -22' 4-2 " 600.00' - rm - 05, sc.. IG I 12 1 22' As" 1 761.00' IGS, 95, 84.801 4a� oq-. "it, 21 , 800.001 6G. 4,21 43.'25' wil, T1-- ale.00, 88.13(2- 44,2';.'- F 113. :v "X7 4--7- 70' 14G. 1-5 74.015' 99 .1101,10. 38. 0:� '-6.46' -44.49, 14 8111 P; 13 3 11 38.30, 423.171 1 101"1G'55" 57.60' 100-75' 1;9.4-l' 1'27'08'34" st.t.00, -20. 71 - Im-G9 I I-z 3,1 *-Z 3 388.00- 85.711 43.48' OG I I , -z-2 8118.001 88.37, 44.215' 20,25, 1 -Z -1!3.00, iJ B4"28'l0i IO-Z.00' 491 .3c, 31-64l 02 -14' 11 - 370-00' 14.441 op 02,14'11' 552.wl 13. -74 ' G.571 <Q) 15-45-00" 19 -Z,00 512.761 1G. SG I S 15'49'00' 210.00, 57,7-6' '29.051 E54' T cp.06.00.' '27-00' 4*141' -27-00' u 2.7. 00' 49,09' 102-00, 5*2.041 Irl-J121 r., I V Zell 800-001 SG-42' 49.2' 9. ovoo" 370.00, vzs.OG G149leS, + 'TIZ 0 z + V1 DESCRIPTIONof REVISION I JAPPROVE CONSTRUCTION NOTES DATE (D-CONST. 2h" A.C. ON COMPACTED NATIVE SOIL. @-:i-L-CONST. 8" CURB & GUTTER PER CITY OF RANCHO AMBROSIA ROAD CITY of RANCHO CUCAMONGA CUCAMONGA STD. DWG. NO. 303. (D-CONST, HANDICAP RAMP PER CITY OF RANCHO CUCAMONGA STD.NO. 310. TRACT NO. 12316-1 @—CONST. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. DWG. NO.310,311,&451 & GO - STREET SECTIONS. & TRACat NO, 123­16 (y)-CONST. CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 308 (x=31). @—CONST. 8" CURB ONLY PER CITY OF RANCHO VALE-,14CIA AVENUE AMBROSIA ROAD CUCAMONGA STD. DWG. NO. 301. 1 &INSTALL STREET LIGHTS, 5800 L.M. APPROVED BY zz4d-211,-11111� DATE 6-17--R �—INSTALL STREET SIGN PER CITY OF RANCHO CUCAMONGA CITY ENGINEER 0— RCE. No 23889 (,,_STD. DWG. NO. 401. INSTALL aARRICADF PEZ CITY OF: RANCHO CUCAMOt,'--A DESIGN MADOLE AND ASSOCIATES, INC. RECOMMENDED STD, 0v,1G-NO- 404, S. W. OF SAN BERNARDINO COUNTY t) 5, Ac' — . CONSULTING CIVIL ENGINEERING NOTE: AVSrAil--1 �S4,ee1,r.4zL- amki" /,= 7,ew-7- DRAWN AND LAND PLANNING- 546 N. Mountain Ave., Suite 105 SHEET AA07- 'COA1,G7.7 A7' r//,-- -3AM--- 71Af)--. arApe 7-0 .17k'Al r UPLAND, CALIFORNIA 91786 PHONEV14) OF APRAIN hc 7RNO 1231&-1 /,- coAls-rgele7z�p r-IA--,S7- CHECKED at W&4"L FLCE. No LD�- DRAWIN NO. 41 �I .2 IAR cr_- Um Z zi FILE IlIo.E-0 J 0 ■■■■■■ �■ ■■■■■■■■■■■■ ■■■■■■■■■■iI1.: r■■� I ■■■■■■ ■■■■■■ ■■■■■■■■■■■■■■■■■■■f:i..� I■ ��■■■■■■ ■■I�I�I■■■I_ - ® �I■ ■■■■■ ■ ® ■■■■■■ !� I ■■�� M �ra� t!■1!I - . ■■ ■■■■ ■■■N ®® �MOM19 ■■■■ ■fit; " ; e ■■■■ ■■EMO sop ■■■■■■■ ■r, I ■� .■■■� ■�� . .■■■■ AP-■■■■■■■10=1: r�ss _ �■d ■ca.'■�:..8����' ., .- _ ■■■■ ■lid ®r■■■■■■■■■■■� - ■�n� - SENSE■■■■■■■■ ■■■■ ■■■ ■ ® ■ ■■■ ■SEES■ ■ SEES ■■ • ■■■ �■■■■■■ .■■■�■ .■■■_.t't I ■ i ■■■ ■■ ■■■ ■■■■■■� ■�■ , �—■ail }■■ SEES■■ ■■■■ ■■■■■i ■■M . ■■l I ■ ■SEES■min IL ■■■�. ■■! ■■■■■■■■■■■■■■■ ■dw■�i�=t■�� �!�■� �:■�■. _ o . - . - ■ ■■ SEES ■■ ■■��� ■■ ON ■ ■ I . , >.r.�n I ' r SEES■ ■■■� • / . � � , ,1 � I SEES■■■ ■0i IEi�11:.19��■■aG■�I • ■ • E SEES■�� ■■■■ �I1I:ii�l. _:9'u`.�• ii■NMI I■ a liil . , . I . ; C.'. � isa�' mom ■■■■l�lM■■■■■cli l�i�' .. �■"N■�.�.�®ir, EQ11111 No 0 IN -I - = Si®® ■ ■ 0 ■ ■ I■ ®■ ■■ ■ ■■ ■ S■■ ■ ■ I EES■■ SEES i a P ► .I 5 { { BENCH MARk:" S ' S i BENCH ??ARK NO. 96-B KI' N { E L '><�f/. PT THE NWC OF HAVEN AVENUE & 19TH - ! - ST. 44 FE F ET EST 4 HAVEN &83 FEET NORTH ¢ 19TH ST.,SETDRIVE V\ PIN w/C,S. TAG IN TOP AT THE EAST ;-�y, B.T.D OF A HEAD WALL FOR 3-24" CMF i-8S. 0. 1 dp U_ -tom 1_� . ' _ ELEV. 1430.686 Ar t r' - - L _. t- ._ j _ i i lod v� _ ;PlvI3u•Z try jI , 1 1 4. T 1 t f . 1 _ r� _- -��- t f VALEN'CIA AVENUE 32 33 34 35 3G 3 915E NWT, 0 OF 5 40, .-;1 * to I�g.1 0 t�11.07 TG L4.GG— - ~ SINE t lohb m�t'� w 1 13s 5 min /0' C N Eq ° 55'42".IV Wes tf. '� \°�`\' b i3 ' J• `\ 7 �pj �L off' nl' A. 311.6/'i \ ���'� V (fl �A 00 ova, �� a / T 6z.�z' yf5J9' 56.68' 300. U� ------ — - s ./s• t3 a bub \S �l �F Q 0 - g Ito / 0145.00 VCR 2 4 30 \a 12 }00,00 C! h O �l =�'ct ems• \�-� ss 2+7 r q/M�,3 InI 0 3 17 p O R .9v tG IrrQ' ) o 151 c' 20 3 APAI� C+37'68 BEwN CPOWN q 3, LINE TRAPs. as j- .Ib' 1!• 1..4.5� �isP �3 4. / / Jai t �V IZ o'It07.32 ENE TRANS, ORANG.EBLOSSOM DRIVE O /ry'�-II tI 21 LI 27 i 22 (f 11 R; 1n + 1 0349-CO lW 0.08' 1 0 �v i1� rrCR IN SSE y-�e, t! a __7 26gago", �`- 12 « , _ ✓�f'` O 25 " 53. 4$----- UI .. 4f N ~ 00 p/tI �2 23 31 30 O d R R- T O 15 ° 30,12" 318.001 86, or,1 45. 2q'' O 1 5 054. 04" 300.00' 85.2ro 41,g0' O p15" 54' 04 ?62.00, 78= 26'' i .341-38 , O 04' 24' 12 " 1118 •001 85:c12" 42=9$' O 06 °4.5' 23" 1100.00' 12-1.7 1 ' l04.93' 08.5.3'20" 1082•Co' 1G9--75' 85.05, © 121 ° 02' 32" 58. 00' 122. 53' 162 •G0' 90*00, 00" 57.00' 89 • 54' 5'7• 00' y27.00' go'00' 00 " 27.00' 42, 41 ' 15°31' IG " 102,00' 2.7.G5' 1.5.90' OK S-7*07'3q" 27.00' 41•00' 25;,G3' O 87°45' S4-" 27,00' 4V5G' 25.9-1 02° 13' 57" 1(Ob.00' 42,SG' 21.�3' NO Q6" 59120" i100.00' 1 1-71 86.46' RO n` 45' ,�, DESCRIPTI,GN of REVISION ,,,"NSTRUCTION' NOTES' GATE APPROVE r��_ CnNST. 3 " A.L. ON COMPACTED NATIVE SOIL. CITY of RANCHO CUCAMONGA ��� L7—__ COA'S'i, 8" CURB & GUTTER PER CITY OF RANCHO ¢�--CONST, CONST.NHA STD. DWG. NO, 3CI HANDICAP RAMP PER CITY OF RANCHO ! TRACT NO. 123,16 �-- CUCAMONGA STD: DWG. NO. 310.- CONST. SIDEWALK PER CITY RANCHO& OF CUCAMONGA STD5 DWG. N0,310,311, & 4' & 60' TRACT NO, 12316 7� .. STREET SECTIONS. of RANCHOHIGHGROVE CUCAM CROSS GUTTER PERNO. CUCAMONGA STD. DWG: NO, 308 (x=3 ). 306 PLACE ORANGL.PLO SSOM DRIVE O—CONST, 8" CURB ONLY PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 301. APPROVED BY ATE /L B (ID -INSTALL STREET LIGHTS, 5300 L.M. GTY ENGINEER RCE.No 23889 ' a—IPSTALL STREET SIGN PER CITY of RANCHO CUCAMONGA DESIGN MAOOLE AND ASSOCIATES, INC. RE�ENDED 1 STD. DWG. NO. 401. SN/ OF SAN BERNARDINO COUNTY b �. , CONSULTING CIVIL ENGINEERING DINAWN AND LAND PLANNING • 545 NiMountainND,Ave., Suits 105 SHEET UPLAND CALIFORNIACL91788 , HIGtIGROVE 'LACE PHONE (714) 9a6- 9G29 -- NECKED , � RCE,No�¢' E,,gAWING N0, OAT 4 Q FILE No, 24 $�$ _ . -. J.N.. 12 G- G6q -s 0 s .: , BENCH MARK }j + : t , t t 1 z t t ::: t t t O i_ BENCH MARK NO. 96-B t i N so _:—r j{ L 4t 5} _ ; : t 1 1 r � , , : ! _: � r r N L • OF HAVEN AVENUE & 19TH t t ! t HAVEN & 83 t AT THE NWC t_. t ST. 44 FEET WEST 4 DRIVE ET N NOR 19TH. ST., SET RI FEET N ?fi TAG IN TOP AT THE EAST =1 _2 5 t : : : !fl i r.�i w/C.S. 'h 1• , .. I[1 {. , , _ _ tY `{.' _ - 3 ,.._ p! N. , v PIN. _ A -�__ __ - - — -_ ;G, ! U _ , , m; i + Q' W FOR l4 CA -.. Y, - 4R -� - -- -- -- �-^-,- - : !!T '« -fQ V � / !G pp • m t END OF A HEAD ALL R t r i : - _ 3 t m' Ms U (9 7ti I ; i d1 : QO t 1 t 6 - l.YIn I�OD, o• j - • 5� c �n ' ' C t ,G, 1 i w z : ca E _ I ._ 3 .- - - r r t A U1 lit � K , : - M N i 141, 1[t t i r 2 e. GI,27 : L 61;SCrt t • i i 0 5 L P Y l_ G - -•�- { �_ f I FIOFLTI , V : t t + t - i L Y_ J; 2 r 1 ( t 1? a 7�; Y I 08 l i U I Y•{ i -PJ V �. l3-G•24 • , - - - i i fi + t r Y t 4 i r : : s 1, - to K. ,- i Tr14 _--____-. Ic 1_.. a __� ___Iu d, m w 4 1 -- N t , t .o•raL, f _ - L t _ : { t - i1 ' I 1 1 T E L CLI , t , s : : ;j - T, I I I - —1 t t-- - - t } ' 1 t t t { I , I i i C i i : i r _j T t i PILE - - - - J( PRc� - - - - T - t. { HOR. 1 ■ 40 ' Y Y t • f ---- 2-- - } y_ w, t t,: t , 2 sHTld 5 3 0�1 5 MOVE PLAUr-I 2 3 4, I �. 18• 1 , i 4.11 4:9' d I 27 ! �� II h�� SC�L �1 Ln_ 40` N N 32 a SCALE N 1 ° 40` u 14 V�j o �` ° 33 77 �\ ^Oftcc.zna-�I,-- I a-, ROS D ' OVr 26 IK I!`. �;e � ^ is 43, 37,E 'TEF -t4 A 20 z / C 9 Im < ' a6� J3yti, 15 6 2 3 48 99`\ 3� sy� 2 o OAS 21 22 r 0 23 24 25 � �r2 Oq 1 N e � �3,3° N � °55 42 e 6 � A r. t e. Q i V. „` he p�r 29 s\ 36 4S' 1q ? R 1 > / \.1�ri \ems 3a r� _nl • _ ___'___9_4' : ` �s� \ m /''G 33.70• .'Z Y. 3`` � lfl P. (\ / / � I 'V.�✓' \•f' �.. tg• g•92' — $. ���\ �m s=\ '�, 4.g Z � 4+J, ��_.: ` (° *n' � / /'/ / �•(G !/ \� � Z@%3�, ` D t! �'• � SZ . Yiy, 13-3.91 r ///_ /b9 °b 1Z 2l:03' 4. !. 9 .G�'l9.19 s N �A• � 6 4 to � O u'. � Olt1 ���••• 0+ �2+ �•Q7 5-, 50 AURO - --:--�"'f- - -. _ ,�'� , G'S.47�� 47�W 2 N . e s ,! rc• N �s D ! 18 /p� - •ro 1�. l2 8.7 O � 24• 23 F' � �J1 3C7 ] � (L'. � �3S I30285 / 3tga, 41 � AIAAF�IA f�°' h 3 G w 9 .� # k�'qg Cp. / ,( 8 D7 I Z 2928 O l0 4• /J� \?A0•q 'm 3 �2 1 O ° �„ / ( I (i 4 r !q 7jl 3 L� yA F W tv N !4U �? (yQ�m ��"•r 1� \� U�_� 4 l�3S.3 �}G}2 fo Itil. N O 2. 2.,. q :27 TG 1 i�� .// \ +.F•-. �6 m�, //ph TO �: 12 BSc ...hG�• _ d'!i [1/� \ 0Gt2 m • i *� /UOT� CONST .6ACeXAOE GiNLY /F M. No- /2316-/ �� I% 1 13¢ ` = / 0��•08 - ,,yv0 JZ3ltie A NL+ CON3T,e[/CTEflAT THE( \ 2 �8 6 Qp .c _ 10 Ail N1. 14 ,.��E' f •C d t) ��,.; _za.r�"._ °• ,y S64me 77it7E.. �� 1vN I Y Vi r ly- a 3 0l 15 It 5 Z-16 aeclm L� CROWN LINE 7RAN5. wQiv 2� 9 NL 0 9EE :NT S 0)-,,T Foe PL.A/V r P.4oF/[E TR. 12316' _� lai TR. 12317 I '� I� I+32.50 H6. CONST 1 Ti;,AGT BDRY. HARMONY A R M O N Y D R I V t �B. 15 Ig' �, NGTE: COiUST. BA,PR/�%44E0.1/lYJFT.+'/✓G! 4•SI 45' 4.5' I /23/6 /S CA17STeUClEO PP/OR X!7 TR NO. /23/7•' l I GPAOE 7v OPA/N �G TR, NO./23/b is-ovsr.+PcicrEo P.eioe rr+ ne No. /23/7. CONSTRUCTION NOTES AURORA PLACE �� " A.C. ON COMPACTED NATIVE SOIL. , �ZCONST. l_l NST. CURB &GUTTER PER :CITY OF RANCHO CO8 (�>-CONST. CUCAMONGA STD. DWG. NO, 303. HANDICAP RAMP PER CITY OF RANCHO (oO — CUCAMONGA STD. DWG. NO, 310. CONST. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. DWG, NO.310,311,& 45:' &GO' STREET SECTIONS. /2 INSTALL STREET LIGHTS, 5800 %.M. /3 INSTALL_STREET SIGN PER CITY OF RANCHO WiLDROSE DRIVEDESCRIPTiONof REVISION DATE APPROVE CITY of RANCHO CUCAMONGA TRAC--1 NO. 12316-1 TRACT NO 12316 (AURORA PLACE, HARMONY DRIVE WILDROSE DRIVE APPROVED BY DATE 6-IL-B CITY ENGINEER-RCE,No 23889 DESIGN MADDLE AND ASSOCIATES, INC. AE Pp M ENDED 0. W. OF SAN BERNARDINO COUNTY 8e64• elem , TIG CIVIL CUCAMONGA STD. DWG. NO. 401. DRAWN CONS AND LAND PLANNING RINK SHEET N 545 N M t T A a to. 105 0 I A 1`1 L T O 2A-53'24 418.00' 1151•90' 92:25' ® 24e53'24' 4CO.00' I73.V7' W-28' O 24- 55'2-4 n 382,00' 1G5,95' 84 3d' 0 15`51'1G " 102:00' 27•G3' 13'.10' Q 121 * 02, 52 " S8: 00 122. 5 ' 102 , G0' -10' 00' 00" 57.00 ' 89.54' 574 00 ' O -tO-60'00" 27.00' 42.41' 27.00' O 19 ° 26, 00 It 21a6.02' 87. 51 ' 44 • 115' IO 41 ' 10' 10 " 102,00' '73,2q' 38- 51 , JGi 00'05'C72 ° 222 Oo' 0. 33' O• I6' OK 29°2-S'00" -75.00' 3S•55' 1-1.70' LO 29*ce5, 39 " 240rGi7' 1122.08' G2.3-1' n 15 INS>3A,L ARR CA0E PER CITY OF RANCHO CUCAMO GA oun a n vs,, u (F.r A3. UPLAND CALIFORNIA91786 of-�� F ON9(714) 9016-2049 /¢�J NECKED L RCE No _DRAW( G NO. 'a.H, DA E FILE No—,'i_:•;L69-- 8� ! ! III BENCH MARK: 14.{ t BENCH MARK NO. - f a1 t` AT THE NWC OF ? HAVEN, , 1�VE. 19TH T _ I i t �, +1 e ♦ S ,, 49 TT. W. ¢ HAVEN - -- _ & 83 FT. N. 4 19TH ST., SET O �. J DRIVE PIN W/C.S. TAG I A N Tor �41 0AT THE E. ,END OF A HEAD A } } _ _ FOt. 3-24" CD1P--ELEV. 1430.6d6 i ti, ,1 { ( (Z 9 G E _ t , •, r 1 - (. { I2 ,� t t t t • r lL i/ t � {L r ,4I { r _{ t,9 �' r +� 2 { -. � - _ s • t i J , ll : 'f _ ,► r ---r- _ �i f t t : { i a r<_ t - • oQ '} 1 C,<_ 11 { C0320 t i y W , r` SEWEl4 f , 1 C9 x� 1 G ! i r } cows , 6a r Q/oo IGGNST / /, ¢,L.)=, } i i J ! 4 2 r f t , - , _ i J 1._ - - t t f i I t 2 l 1 i 1-_ . r 1 ` r } i r } t _ t i i t # J {# t r t { j S A I- 3 t t , ffi } k ! x. 1 _�t ► I i ?pit- i a . . . . _ . . . . . . i t _ ' -t • ; t i I i 3 2 0 0 Z \ SEE,. Cc'.NST. CAT(// �A.S✓NNO.l,/ER C/TY of = °�,�, � ANCHO Cl/lAMONGA STO. .a ,29.. 502 , SyT gyp- 9' ✓- s i� 24 25 CDM-V 1OC44 OEPRES510AJ PEB Clry ' I /e / OF RANCHO CG�A/�7Dnl�A STO. OvV4. { �� • V0- 5'/B , CASE YB "• ti A A 45° M/N. AGO°PER v'G9Ni I r 0 I 'Pile. COAST. rCAizY/ B45/N ND, /, ,"Ze C/TyoF , L� .RANCH(? CUGAMON` ! sm.. pW4. SOZ,�W--4" V= 4.6) AD t PLAN i ScA�E I O °� 9gt� 8 yyy � NbT TO SCALE • x60o � � c� �� ,y9O�L/A/` a� �/ ' t Ek79Ti/JG CHA.VNEG t WAL4 _•2''957 IN 0RY GgCE E DR ✓ ' /L _ qaq Q-Z t r•7 t, BEND) Ex1srzJYG RE/NFORCJNG At o �, I5Ewt y�� E'� r,c9 9 W INTO NEW CONSTirUCTJON, I OREAA' OUT Ls.+wrs A DRIVEZ 8 V--'�—It1 �' U"� N z DO NOT CGT REJNFORC/NG TN.9T ¢ OP �`•• •• 'CLEARS P/PEq.V:O /5 2"CLEAR RC,p 2-'k5 49R5 + CF F/NhSHEP OPEN/NG_ ' • � J.`: 3.00' ,:a-• ti� �I V,. �. i3. RE/NFORC/N6 .5 A`4 N J2" ,-JRX . [ • � '�— 9� �O,O •\ B A 5P9C/NG EXOE!'T 195 NaTEo, 't ` x x 4 Il5E 3Goo Psi CONCRETE L �;. @ ✓ 24"'. .4'. '.�, 3/fjf4•rp9 5. CORp$ pF ENG/N£ERS SPEC/FJCAT/ONS- ` SECTJOIJ "SPEC/,9L PiPO v/5 /ONS - � / , ass 70.00' FOR CONNECTI^JG CR9/N5 TO �° /2'-4r,OR/ND.?A/N 4i y'� �' 318hro73T CHANNEL J✓gGL"-5H,9LLB'E �. Pj - ,9TTiGL•NEO TO PL.9N5 OR NOTED Cf✓A/VNEC THEREON. �L� O I•� W I �L 2 - ''ws BgRs CHANNEL INLET 5MYCTIIRE 6, m 00V,157 A4,W t a-& B %ceR C./TY • 0 v [a \ 0.1 C RPS OF ENG/NEB S T %/C71/PE B Ac fii't'h��- CC/O`}MONGrj• S7-,d, AA C� a < nZ src r/ON R-H_ & m -- N0: T4 s�A 10 O vW U 0 v-11 CONSTRUCTION QUANTITIES o� 1,3 12 11 t a� CONST. 24 " R, C. P.._ TRACT - A/O. /.:3/6 I vi O y m v if t:7" v'i CONST. CATCH BASIN N0. 1 PER CITY OF RANCHO CUCAMONGA STD.. STD. DWG. No, 502. (W & v AS SHOWN) 2 1=A. pE$CRIP?;vNOh REVISION OATS APPROVE GoNBT, STo. iZCP CON1vEC7101V 4/' /O' - -Ae 1 CONST. LOCAL DEPRESSION pF,t CITY OF RANCHO CUCAMONGA t FOR {/EFT�CRLlaG4LLCJV4n/NEL �, STD. DWG. NO. 518, CASE 'z". 2 EA- CITY of RANCHO CUCAMONGA PER STD, .TI%t<CT�O.V,ST.2UCTU,EE ,lg,l CORv?rgvt STOs , CONST. STD. R.C.P. CONNECTION FOR VERTICAL WALL CHANNEL PER 6TI'• TO,VCT/ONSTPuCjll,�� �� COPPS OFE.VfE �ST03 I ETA. a JCT NO. i 1 6- CONST. MANWOU! '13' PER CITY OF I'2AJQCH0 C ICAMOWGA L R L_ ' 'STD. DWG. NO. SlI, CLIG-901g E=3.1—1 c-3.001J 1 EA. & TRACT NO, 12316 33-40,30, 45,00' 26,45' /36e' STORM DRAIN PLAN AMBROSIA ROAD, 58°/to'49" SO.00' ro/.Oo' /8./G' HARMONY DRIVE & bDER CREEK CHANNEL APPROVED 91i DATE-iz•-a CITY ENGINEER RCE.No23889 DESIGN MAPOILEANnASSOCIATES,INC. OF SAN BERNARDINO COUNTY CONSULTING CIVIL ENGINEERING AND LAND PLANNING• 1546 N. Mountain Ave., Suits 105 UPLAND CALIFORNIA01786 PHONE t t9ee•9629. - RCE No.l`� OA [E B S 83 FILE Na•/Z11-4 RE ENDED Fiv , --- lan4in—��°i•- DRAWN S.C�6 SHUTT 5 5 OF HECKED G,N. DRAWING NO. 818 r— t J.N.-12G'-b69`S