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HomeMy WebLinkAbout1757 GENERAL. NOTES: R/W GO' R/w J 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLANS, THE CITY / SCALE: i' = 150- OF RANCHO CUCAMONGA STANDARDS, AND THE STANDARD SPF•CIFICATIONS GL TRACT BNDRY. I FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR 30' 30' 1 SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS AND APPLICAR_E SUPPLEMENTS . 12' 18 I 18_ 12 II RT. 30/210 40 39 26 25 1G 15 G 5 2 . ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS. ETC . SHOWN OR NOT 0.5' 4' 7.5' 7.5' 1 4' 0.5. SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN --- II 41 38 27 24 17 14 7 4 O ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE I CryEc::E, REMOVED, RELOCATED, OR PROTECTED IN PLACE AS REQUIRED AT NO I I > SILVfRBERRY 1 42 28 i 23 18 13 8 3 COST TO THE CITY OF RANCHO CUCAMONGA . I I 11 37 ►n 1� 0.03' I I j ST. � 00 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE 3 CG' GFS 3 I 43 O 3G 29 Z 22 19 co 12 9 O 2 (� HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY k �a LEVEL LINE VICTORIA PARK LAN, � Z Q DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY 1.77. \ 1.77 FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ( '' y 111=11 -11� %�� v ON THESE PLANS _ _ �j 10 I i SUGARGUM -___=__ _ NO. 4 s ._ --___ PROJECT SITE 35 30 21 11 10 1 z I , EE HEET 5 III-. III- III- III_ z I �� ST_ TR. N0. 16081 45 w --- 4 I z I % / Z 34 -_- 4 . A PERMIT SHALL_ BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA a ;i/ _ _ NSIN_GTO ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION L) R.R. R/W _ --+ -' ---- I PL. i ETON DR.,AVON GT-WEMBLEY GT_5AXON DR.. -- -- ---- WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT--OF--WAY . I 46 �- 101 w SUFFOLK PL_WAYMOUThl GT., PENNY GT. + CROMWELL GT. - 71 w 80 81 w II BASE LINE ROAD r 31 32 33 w 88 89 V1 5 . ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER . W 6 0 R W z a7 SEE HEET NO. 6 v, - w PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT z m _ O 72 7q 82 W 100 0 POINTS WITHIN 0 .01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE TYPICAL SEGIION - N1S II a w --- ------ Z w "� 87 9O = OO THAN 50 FOOT INTERVALS . ADDITIONAL PAVING STAKES MAY BE REQUIRED 2z w a BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CJRVE AREAS . NC RiW T.I. = 5.0 R = 25 WIi to a Y 482z , r ' w 73 N 78 83 8G 91 q9 w R/W u w N 6. ALL SEWER WATER, ELECTRIC, GAS, PHONE, OR OTHER 'JTILITY LATERALS, GG' 011 49 57 58 5q Ln74 77 N 98 MAINS, OR CROSSINGS SHALL. BE CONSTRUCTED PRIOR TO E)AVING . GL 11 C-HLRC41 STREET W '� � 84 85 q2 7 . COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, 33' 33' a 5°w N 75 7G 93 97 COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHAL__ BE PERFORMED SII Q - ���Pl G4 63 AT NO COST TO THE CITY OF RANCHO CUCAMONGA . A WRITTEN REPORT WITH a 1 51 5G 55 54 G2 9G THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER 11' 22" 1 22' 1]' 0l1 = F 65 G1 94 FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR 11 OP�piv Q�yo� 70 G9 GS G7 6G SURFACING . 0.5' 4' G.5' G.5' 4' 0.5' 1 I VICTORIA 52 95 a B . AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED I FOOT"ILL BL VD. w w C1.NNY _� TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMIVATIONS COMPLETED � I �_ TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT I I SEE SHT. NO. PAVING . I I SEE SHEET No. 8 SEE SHEET N0. 6 0.13' I 1 ti' S3 GO 9 . PRIOR TO THE INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL 29 2 LEVEL LME C8' GF) 2 2� I BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINA- �a 1.7% � 1.77 TIONS COMPLETED TO VERIFY R-VALUE, SIEVE ANALYSIS AND SAND � = `� - - 111-111=, �.- .a-. .-_-....�__ ...,._ . _ ..._ �..., �. 4 .._._..,a_..,._.�_,._ !y ✓ . . ,_ �..�� � _N ..___,�_,._�.�., EQUIVALENT OF AGGREGATE BASE . 5 _ 5 - 'il_ III-i�I_ I SEE SHEET N0. 2 SEE SHEET N0. 13 10 .PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT _ _ - - ---- --- --- ---- - TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS PRIOR TO CONSTRUCTION o DAY y I ' CREEK BOULEVARD I OF THE STRUCTURAL SECTIONS . SUGAR GUM ST. � KENSINGTON PL. 11 .WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS PROP. 66� R/W VICINITY MAP I w, T i- OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING � NOT TO SCALE a � �j ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND A-L VOIDS OR W LY R/W TYPICAL SECTION - NTS I A I I � ~ I �o I ( I I t1 ° gT'1 I I I DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A = = QUALITY BETTER THAN THE NATIVE MATERIAL . I T.I. G.O R 2 5 If o 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS EXIST. EXIST. IMPROVEMENTS PER DWG. NOS. 1665 + 1681 E"LY R/W W'LY R/W STERILANT REGISTERED BY THE E .P.A. FOR USE UNDER A .C . AND P .C .C . SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED 10' MIN- 63.57' GL 7G.57' { SEE SHEET NOS. 11 do 12 INDEX MAP RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING . FOR STORM DRAIN PLANS 14 MAX. SCALE: 1" = 150' 13 .ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE 12 51.57' 1 51.57' 25' SEE SHEET NO. 2 FOR STREET TREES NOTES CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL_ MAKE HIS OWN 1 BY CITY NOTE: STREET STRUCTURAL SECTION MAY CHANGE . ACTUAL STRUCTURAL SECTION DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A �2 IN. 3 MIN 14' 12' TO BE DETERMINED IN FIELD UPON COMPLETION OF ROUGH GRADING . BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT6M 4• SAWGUT. REMOVE EX. SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIESWORK SHALL BE d iMPVMNTS. + JON CONSTRUCTION NOTES & QUANTITY ESTIMATES: CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK . � F 14 .STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBERS 401-A ^ 18 AND 401-8 SHALL BE CONSTRUCTED AT EACH INTERSECTION . 0 17 STREET IMPROVEMENTS 29 LEVEL LINE 1.77 LEVEL LME 7 15 .CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM 201o MIN. C].77.� _ I I 1111 _ C1.77) = - - - _ CONSTRUCT 3" A . C . OVER 6 1/2" CL . II A.B . 116,663 S.F. RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED 904V MAX ` /; _ _=__- - - tl ii _ - _ _ _ - - - - J --------------_ DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED Pl_AN REVISIONS 3'� 1� MIN. I T - - / _ 'r I 2 CONSTRUCT B" W/ 24" GUTTER "A2-8" PER CITY STD. PLAN N0. 1041--______ 2,174 L.F. SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL . ��J )))_111 40.37. Max. 19 CONST . LANE FT III_III _d O 16 .WORK SITES AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FIELD VERIFY NEW A.G. GROSSFALL O3 CONSTRUCT 6" W/ 24" GUTTER "A2-6" PER CITY STD. PLAN NO. 104--______ 5,697 L.F. FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED OF 1.77. PRIOR TO MEDIAN CURB O4 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD . PLAN NO. 102 & 103 ______ 22 EA. UPON REQUEST OF THE INSPECTOR . INSTALLATION c 6� 0A1.1 / 17.NATIVE SOIL IS TO BE SCARIFIED OR RIPPED BETWEEN MEDIAN CURBS PRIOR DAY CREEK BOULEVARD O5 CONSTRUCT SIDEWALK PER CITY STD. PLAN NO . 103 ("W" RFS- -�'•" __ _------ 46,362 S.F. TO FILL PLACEMENT . TYPICAL SECTION - NTS O6 CONSTRUCT STREET LIGHT 5800 LUMEN H.P. S .V. BY S.C .E ., PAID FOR AND 18.CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED, TWO WORKING DAYS T.I. = 9.0 R = 25 COORDINATED BY THE DEVELOPER THROUGH THE CITY TRAFFIC DIVISION ------_ 50 EA. PRIOR TO EXCAVATION. PHONE NO. 1-800-422-4133 EXSIT. SOUTH LME OF VIGTORIA PARK LANE PER ORANGE EMPIRE O7 CONSTRUCT DRIVEWAY APPROACH PER CITY STD . PLAN NO. 101-A ---------_ 22,060 S.F. PROVIDED FOR YOUR CONVINIENCE ARE THE FOLLOWING: ACRES MB.30/1 _ S. R/W I- EXIST. fMPROVEMENTS PER DWG. NO. 1677 N. R/W OB INSTALL STREET NAME SIGN PER CITY STD. N0. 401-A & 401-B ---------_ 14 EA. A. SAN AVALLEY MUNICIPAL WATER DISTRICT (816) 969-7911 JAMES AMESMES FREI I 170. I O9 CONSTRUCT CROSS & LONGITUDINAL GUTTER PER CITY STD . PLAN 106-A ------- 5,489 S.F. FOR BASELINE ROAD CONSTRUCTION I I I 10 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PLAN NO. 300 ------- 7 EA. LINEAR PARK I CO' MIN. B. GENERAL TELEPHONE COMPANY (800) 483-3000 I VARIES 1 22' C24' MAX.) C22') VARIES I ("W" PER PLAN) FOR UNDERGROUND SERVICE 35' MIN. C44' MIN.) li CONSTRUCT LOCAL DEPRESSION CASE "A" PER CITY STD. PLAN N0. 307 6 EA. 55' MA . 12' 4' C7'� C7) C4'J CG4' MAX. ------- C. SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2200 GL Cil') Cil') 1981 W . LUGONIA AVENUE GL. EAS mouND 12 ADJUST MANHOLE RIM COVER TO GRADE -----------------_ 26 EA. REDLANDS, CA . 92373 LANE C4') C7') 2 13 ADJUST WATER VALVE COVER TO GRADE 10 EA. 9641 SAN BERNARDINO ROAD LESETID 1 09 SIAMT NO2 -----------------_ �. D. CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 WESTBOUND 12' LANE 25 INSTALIEp S1RTM;EET Ts PER NOT65 AHD____ 61 t +� 14 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN N0. 134 ---------_ 16 EA. , RANCHO CUCAMONGA, CA . 91730 5 15 047 . 15 CONSTRUCT ROLLED CURB & GUTTER PER CITY STD. PLAN NO. 105-A -------- 761 L.F. E . METROPOLITAN WATER DISTRICT GL"TE G27• MAX Z INSTALL S-T ET TR �i PER MO S' AAD �} • (909) 593-7474 DITch Ci.77� /� �� �>� -_-- J- - - Q LEGENDS DN SLIEST N0 2, 16 CONSTRUCT CURB TRANSITION (FROM 8" CF TO 6" CF) ------------_ 890 L.F. 700 N. MORENO AVENUE f c1.77� LA VERNE, CA . 91750oT J GMASTRutCT FrrAINIWG WALL PS9 MrAIL01,1-___16$ L.)= 17 SAWCUT, REMOVE / RECONSTRUCT CURB & GUTTER / MEDIAN CURB --------- 455 L.F. _ - - - -� '- F . SOUTHERN CALIFORNIA EDISON COMPANY (800) 655-4555 2.1 MAX. > ��II_ii_, -111 SLOPE SIkT 13, 7951 REDWOOD AVENUE III_=III__ 0� 18 CONSTRUCT B" CURB ONLY "Ai-8" PER CITY STD . PLN . 104 ----------_ 395 L.F. FONTANA, CA . 92336 19 i 22 CONSTRUCT 4" A .C . OVER 6 1/2" CL . II A. B. 65, 452 S.F. 19 CONSTRUCT 6" MIN . A .C . OVER 6" CL . II A .B . --------------_ 5,545 S.F. G. PACIFIC TELEPHONE COMPANY (714) 999-86639 PROPOSED IMPROVEMENTS 23 CONSTRUCT CURBSIDE DRAIN OUTLET PER 3�_ T.I. = G.O R = G7CITY STD. PLAN 107-A. 3 EA. 20 INSTALL RI STOP SIGN W/ LIMIT LINE & STOP LEGEND ------------ 2 EA. �W 19 .THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT EXIST. RETAINING WALL VICTORIA PARK LANE 24 CONSTRUCT 3" THICK GUNITE DITCH. 620 L.FZE 21 CONSTRUCT CURB TRANSITION ---_ 110 L.F. (ROLLED CURB TO STD . C & G) SHALL NOT BE PLACED UNTIL ALL UTILITIES & UTILITY LATERALS WITHIN TO BE REMOVED THE DRAIN IMPROVEMENTS: ,� rAI 1 WAI.t_ sTT , eT SCI)LlCS. THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE IMPROVEMENTS TYPICAL SECTION - NIS _ /2\ cwcoT• NoTES AND wAj„L eecnot45• R.BvISE 64%. 11n 10 1k INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UNACCEPTABLESyT. 13 eV A5, NOT - B-( IAADOLU h AF;6,0 1kT�i 41 f PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED ANC; REPLACED TO THE A2INSTALL IB" R . C . P. ("D"OLOAD PER PLAN) 95 L.F.----------- Ft1rVlSE 5060A-r- flL16NMENj' Al-OId6 VtCl�LIA (a4RK SATISFACTION OF THE CITY ENGINEER . 25 CONSTRUCT PROTO II V�+LLOVER RET. WALL, PER OETAiLSHOWPFON 42 INSTALL 24" R . C . P. ("D" LOAD PER PLAN) ----------- 138 L.F. 1 LANE ASS}IOWNONSFIT 130�1¢, $��I�d.Dp1Et�.�aA"(>:�. ii7.0� TH 20 . THE INTERIOR STREETS WHERE SIDEWALK IS ADJACENT TO THE CURB, SHEET NO. 2 OF 14. 43 INSTALL 30" R .C .P. ("D" LOAD PER PLAN) ----------- 82 L.F. D E S C R I P I I 0 N of REVISION THE INSTALLATION OF STREET LIGHTS, STREET SIGNS, AND FIRE HYDRANTS DATE IAPPROVED SHALL BE LOCATED BEHIND THE SIDEWALK . 26 CONSTRUCT CONVENT IONAL R£T.WALL,SEE SHEET NO. 13 OF 1-4 f041- INSTALL 36" R .C .P. ("D" LOAD PER PLAN) ----------- 294 L.F. 45 INSTALL 42" R . C . P . ("D" LOAD PER PLAN) -- -------- - 248 L.F. CITY of RANCHO CUCAMONGA PRIVATE ENGINEER ' S NOTICE TO CONTRACTORS 46 INSTALL 48" R .C .P. ("D" LOAD PER PLAN) ----------- 267 L.F. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES 47 CONSTRUCT M .H . #2 PER CITY STD . PL . 319 ----------_ 3 EA. STREET IMPROVEMENTS A N D SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; STORM DRAIN PLANS TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT 4B CONSTRUCT JUNCTION STRUCT . #2 PER CITY STD. PL . 331 ------_ 1 EA. THOSE SHOWN ON THESE PLANS . THE CONTRACTOR IS REQUIRED TO TAKE DUE TITLE SHEET PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE 49 CONSTRUCT JUNCTION STRUCT . #4 PER CITY STD. PL . 333 ------_ 1 EA. DRAWINGS . THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- TRACT N 0 - 16081 SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT 50 CONSTRUCT CONCRETE COLLAR PER CITY STD . PL . 329 -------- 2 EA. SHOWN ON THESE DRAWINGS . 51 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PL . 300 ----_ 7 EA. APPROVED BY: DATE ' THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS- Underground Service Alert IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION 52 REMOVE EXISTING S .D. PIPE ---------------_ 23 L.F. _ OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT CA� EXISTING SURVEY MONUMENTAT I ON gofESSIO,yq CITY ENGINES _ R . C . E . 24953 THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; Q�� �ZLTON DESIGN MADOL. 6 ASSOCIATES, INC. R ENDED AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER TOLL FREE I HEREBY CERTIFFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD .�� yy y�� OOF THE INLAND EMPIRE AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, THAT COULD BE DISTRUBED BY THIS PROJECT . ALL SAID MONUMENTS WHICH CURRENTLY MA SL IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING 1 -800 EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: cu Q r *^ LAND SULTING CIVIL ENGINEERS ID 04 ¢ '� ND . 14814 m 9 LAND PLANNERS - LAND SURVEYORS - N FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THEDRAWN 10601 CHURCH STREET SUITE 107 ENGINEER . 227-2600 NONEExp: 3-31-01 RANCHO CUCAMONGA, CA 91730 �4 SL/CB (909)948-1311 M CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT TWO WORKING DAYS BEFORE YOU DIG sl�l CIVIL OF ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK . DATE: T 2� ( FOF CAIIE�Q CHECKED - RCE NO 14814 DRAWING NO . J . _IV AD0 LE R . C .E . 14814 MLS DATE FILE No - 1757 PROJECT SHT . NO . OF �_ DWG. DATE 6/26/00 BLNCH MARK BENCHMARK NUMBER 63B ELEVATION: 1297.297 _ 24' EAST OF C.L. ETI ANDA AVENUE AND 40' NORTH OF C L. BASELINE BRASS BENCH DISC IN TOP OF NE END OF 4' x 2' CONCRETE BOX CULVERT C PART. 400.34' Y.G. P.V.I. = 1345.15 =10.G2" WEST MEDIAN u EXIST. TOP OF r ° WEST MEDIAN „ NC �co Ll n N cop cc� cq-I cq r.,rli- co r`co Z n n n r+ 0 ONO �� Nk9 N�N;r 0�-i 6gI3� �� Ln n IDENTICAL 1348 - - N� +w t`'� +'n + v� N v v 1. 18aa37 _ PO1NT5 A Nn N� ''I� c�v� Nv 3.53357. 1 346 - vC+0,03987. v+C-O. 877 N v+ +N v "' v _ V «. + V m 1346 - - - + + _ -0.26637. k9 c ,+ � to L �, � t � u 0.00007 u ;� (9� 04 c6 N� 't1L_ W n w m a In N 1\ N 0 �� N rr-4 � _ �, � � �r N O c0 cv�9 c0 C4 N a0 I-- eO n a0 r cry r co cc 0 L9 + � N.+ 44 Nin �� O� �� N,n +�,n N' aon �� W� L 2.83' t Ct + � t- + + + + it N� + � N. + N t7 N t� N c7 tr?cr) t7 t7 t� + d N� O.G. v u N'-r -' L=15.12' L=15.02' o.c. PROPOSED TOP OF o.G. UL=lt.031EXIST. TOP OF �L=15.12• o . EAST MEDIAN EAST MEDIAN Oc. (PART. 400.34' V.G. P.V.1. 1345.15) PROF I L E HORIZ 1 "= 40 ' VERT I "= 4 , P3+00 24+00 25+00 267+00 27+00 PLAN 1 "= 40 ' P8+00 SCALE IN FEET �i�V-Y,19- KtvM� WALL 0 40 80 120 160 Yi ..._..�, - 1'A0 11I_ I ul=_ i � 3:1 MAX. �2 , STREET TREE LEGEND 1 P =11C PtiOP, R+BT WALL STREET BOTANICAL NAME COMMON NAME SPACING SIZE QTY. = N SUGAR GUM ST. LAGERSTROEMIA CRAPE MYRTLE 20' 0.C. 15 GAL. 3$ EA. 77 S(:At F: 1' - 40' Inc Hl _I�iST' � KENSINGTON PL. fARNESIA "ZUNI" (DARK LAVENDAR) ETON DR-AVON CT., E DETAIL. GN WEMBLEY CT.,SAXON DR., LAGERSTROEMIA CRAPE MYRTLE 20' O.C. 15 GAL. EA. SUGAR GUM STREET W=VAR�16S SHED 13 SUFFOPENNLK CTPL.,WAYMOUTLL CCT. INDICA CATAWBAURIEI HYBRID PURPLE SEE SHEET NO. 5 BLVD. WASHINGTON ROBUSTA MEXICAN FAN PALM 30 O.C.SECTION B PYRUS CALLERYANA BRADFORD PEAR 30 44 EA x 1 22" -- w - / <00 O 3 O w ( I I N.T.S. VICTORIA PARK LN. AL n , 'E AL Dt j I z 0 0 CO1V �p m <0 Lo QO I I I A-+U_ nA EMOSA CALIFORNIA SYCAMORE I I I Z ti O~ 9l8 Q PINUS CANARIENSIS CANARY ISLAND PINE j w + O n h 1F s r z + z ( I a - N I I I SEE LANDSCAPE ARCHITECTS PLAN FOR STREET TREES jj ExIiT. /w I I 1°}�R �./Ml I Zg ^� TRACT BOUNDARY I I LAYOUT S PAC I N G / SIZE ALONG DAY CREEK BLVD AND �' __ I I 20 45.95 - I ri - - - � - --- STREET TREE LEGEND 2 2 VICTORIA PARK LANE. CONSTRUCTION NOTES FOR STREET TRFFS. V) �, z L BOA I M IN. W .. __ ON M �- �.:• - K GA GaNI Gt�o T _ �--� _ STIP£( SfACANG Iz QUANTITY 1 ti j; �; ,� �. - - _ NAME NAME SpA>,E 1 . ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY L u 4j. g j 4j.�( f C� - 5 L / v 51 f X. GURi3 GUT 1 R` �s S A� d t� O to f 1J4 a`��� r n tia �� 6 �X a� p� S OS F 1 � O STANDARD PLANS. c x t r a V Q �,, L 6 �p I O) J c' r sr hh v ,� LIG S ►M MYFZTL� r r in O '" a�D V /rF r 3 N v� u\�j Q rCt. 8 - F� ►� z st E'T � INDIG�4 FR�IEI $ 20 D.C.. irj GAL �(o 2 . PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS J) 0EX. GURB + GUTTER t Q a� J 17 J C 9 \ NYBRdV'fal m O un CAS .9 to �O C Q 'n U) 00 wM •Ln GITAv�fg,�." REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR . ANY UNUSUAL r, u N �n r u wl(1 8J) �n Q 18 L v , 14 W TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL u + W t o + u 8J� C N z z NO v r- W H w MAI�EhtAIR rie)co na N p Sw� r > w AVON CT, 6046KO SILOSA IR E 5 3p Q.G, �5 ( q + AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR . EX MED(AN CURB N O N N N N (� F 48.97 n Q W = -, n N 3 . ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE f__..y�.. _ _. _ __� __ T_. _ __ _._ _ _ ( E - zz : Nul w>rMgLEY CT. GpNADENSIS lR�ED r3uD 5r 25 O.G, 15 GAL, 13 ,. 4 . SNREETERREESDARE STONBE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY . T `� v �G n PISTAGIA G1119t6E U J v \vs QS 9 000 rC,0� Li EX. MEDIAN GURB ,�T U CD > GAX04 PK. 5 9 0.0- 1F7 �-, �1• La tih� CS�9 r S ,� �9 �C �S 19 18 I �? rC 8 n J Z � CNI Npy5l5 QlSTAC(!G ah' ah v \. \ & + v m_. ii m O z It l v 4J p r Y Z wINSING� VW-44YCRI-�K MTrit r /�.t Lu L� c� PLA&V, POPUI.NEUS 11 1; v EXIST 5T. r D cl. EXIST_ S.D. 17 N w O O v v 5 L7 15 fit.. �� LIGHT CTYP.� w EX. GURB + GUTTER 00 oc EX. GURB + GUTTER Lel w O 3 u + a to v 3 o CPDMWEIL E-RI0 BOTIRUYA 50µ7.e Gj, D1rF"1-E t-0QuAT �►vv rtmtN� wvu NO CoRNCR OS< ae, �C av ,. ,wv O LS --- -T-- 0 3 20 4• I5 CAI. 7 to - - •��� - .16 Ca N 1, Q SUGAR, GuM CPT. ADD CONST. NOTE9 /wD "r-T ION 0.R8VIX o plww PUS LAUGEA AtMCAN S� ID' 0'0' 1� GAL tA. 2 TM L�>�JD t MD AV T 1Rl� L6C-%D 2. 8r' MkVDIS A,A41,0, �q yr d z- GT. yUMP+C• WAYMWTA FAUS LANG P�R,IC,4N �' 0'0-0- 15 Gad 10 EA D F S CJ �{ 1 FI I ION O f HE V IS I ON I DATE APPROVED EXISTING IMPROV MENT5 PER DWG. N 1GG5 SHT. 4 OF 3 I GT' SUMAC, AND DWG. NO. 1681 SHT 3 OF 11 66 �rroL, - EILIO$OTkYA %PNZE 3 0)' 0,G. 15 GAL , CITY of RANCHO CUCAMONGA PLACE DrtLEXP. LORUAT 11• 227' 22' 11' �g o j� 09 � suc-�4w GUM E3t�G�YC�I,T�N BbTTLe 5 25 ac. 15 GaL. �,�' STREET IMPROVEMENT PLANS � I ( GT, popu�.Nt;us TR,SE SUGAR GUM STREET DAY CREEK BOUL. EVARD DAY CREEK BOULEVARD SEE TR. NO. 15875-1 STA . 22+72 . 38 TO STA . 29+00 . 00 STREET IMP. PLANS ATA DWG. NO. 1681 SHEET 5 OF 9 TRACT NO . 16081 DE I TA/BE ARING RADIUS LUN./DISI . TANGENI _ _ _- . - -_-_ / APPROVED BY: DATE 5° 36' 11" 153.58 15.02 7 .52 4°30 '44 192.01 15. 12 7.56 CITY ENGINEER __ __ R . C . E . 24953 ° - Qp,OF E SSlpyq� _ Oc N 09 19'00"W 30.41 �QF� �IUTOIy Fy DESIGN MADOLE ASSOCIATES. INC. R M NDED J 9027'05" 91 . 11 15.03 7.53 CONSTRUCTION NOTES: t�� �� OF THE INLAND EMPIRE 162-05-26" 1 .00 2.83 6.35 � W Q N - CONSULTING CIVIL ENGINEERS ca MA/-5!=- _ 5 CONSTRUCT SIDEWALK PER CITY STD. PLAN NO . 103 ("W" PER PLAN) Z` 27 C lRMUGT R,ETAINIMG PSR. DETiWL OW SNEET 13 � � 0 14814 LAND PLANNERS - LAND SURVEYORS L' r- N U 28050'03" 21 . 10 10.62 5.42 DRAWN 10601 CHURCH STREET SUITE 107 SHE�C t ; M INSTALL FIRE HYDRANT MARKER PER CITY STD . PLAN N0. 134 Exp: 3-31-01 RANCHO CUCAMONGA. CA 91730 90°00'00" 35.00 54.98 35.00 1� SAWCUT, REMOVE 6 RECONSTRUCT CURB 6 GUTTER / MEDIAN CURB SL/CB (909)948-1311 O8 CONSTRUCT B" CURB ONLY "A1-8" PER CITY STD . PLAN NO . 104 sl GIVI�- 1! - � OFA- cO 19 CONSTRUCT 6" MIN. A .C . OVER 6" CL . II A .B. 'rFOF CAiIF�Q� CHECKED __ RCE NO 14814 DRA NG NO . 00 INSTALL R1 STOP SIGN W/ LIMIT LINE & STOP LEGEND DI z 1411-13 DATE S FILE NO 7 - _ - + . .•- _�` ,.. :i!_ '. r' - . r; Jv„2 .7.. -Ja' U , PROJECT SHT . NO . OF DWG. DATE 6/26/00 BE-NCH MARK. , BENCHMARK NUMBER 63B ELEVATION: 1297.297 24' EAST OF C.L. ETI ANDA AVENUE AND 40' NORTH OF C L. BASELINE BRASS BENCH DISC IN TOP OF NE END OF 4 x 2' CONCRETE BOX CULVERT CURB TRANS. ROLLED CURB TO D. -. CURB + GUTTER -CURB TRANS- PROPOSED RANS_PRO OSED TOP OF _ ROLLED CURB TO STD. S' Y. CURB L 54.98' O. CURB + GUTTER x n 04 1 L = 54.98" O.G. U 0in Ln -41390 ~Q + CQ l4 N -4 0- U dJ � � C) 6 m PROPOSED TO OF fl t9 Lq �9 10 Q9 L9 6 �0 v ++ 0 O(s r� n co O J t7 O adDD c+A r't7 It � + CO -4 e) to o 0 r SLY. CURB I,- r" 0.47002. co ac v co V Ln w O CO 00 6 0.00 V 0.96877. r`., o VI 13&1.34 1385 - CO �, 000z o q o o- > TR=10.207. TR=8.549 � + cr 0 O in c9 .�+ + e) t o l9 +0 p c30 Win O v- t9 1-33337. I ul n v 0n +1380 3 I� 5600j3 •Og327, PPUFILE HORIZ 1 "= 40 ' _ VERT 1 "= 4 ' - - 75+00 74+00 73+00 7P+00 71 +00 70+00 PLAN 1 " = 40 69+00 68+00 67+00 66+00 SCALE IN FEET DAY CREEK BOULEVARD 0 40 30 120 160 SEE STREET IMPROVEMENT PLANS 1 DAY CREEK BLVD. DWG. NO. 1681 SHEET 4 OF 11 1l KENSINGTON PLACE C54.57") 4 ) C44.57') SEE DWG. NO. 1677, SHT. 3 OF 18 I�B ' I C18• 'lil � lI I ��. �l� L r 2 �� I \I VICTORIA PARK LN. /� 0 71+89.91 CL. INT. CE.B.) � _- . __ =19+43.81 KENSINGTON PL. _- - ---------_----- s � F EXIST. STREET �--- -- - - -- - -- T ~ -- - -- -- - d p� EXIST. RIPROVEMENTS LIGHT CTYP.)-J ------ - -- -- EXIST. STREP' `n t� _- ------ 7-14TLIC:HT CTYP.� X�_� EXIST. IMPROVEMENTS =_=--- - - ---- w ---= - 0--- - ---- - == EXIST. ST. LIGHT -- ---- -, ON WOOD POLES TO BE REMOVED 01 ------- --+t- 6 17 �F� ZO4 6 �p TRACT BOUNDA - uj EXIST. MRPOVEMENTS2EXIST. AIPROVEMENTS 15 N 17 �O O �O --- _ _ - -- - --- -- - �. B ------- ,a.s-r-.. i - 6 If .. ` .• _, �.-):.X;_. k"! ,',..., _ � _..- a �-� �� V: ... � _ . cx ... -'• .!\� -i X A -� ? MOVED -1b� _ �J 4 T on WOOU PO�r p j �) b3 TO F REMOV E O1I�� •►q v ~ \ hC0 1v d iT z _ A� c, 8t'�TO BE REMOVED -83 - _ Oj�j$1 � A �- i F - _ - -- - - - � Q. �. ., .. � f ILLI 5 ()v �4 6 1 0 V� .p N n } t7 L •''' - -or _ - �v 241 �i { �p rn0�!c �� - f - --- - `_.�L� $1 �'-81 �0 o _ > 4 zz rn t1 - �` ��� ` _ -- - - - _ _ -_ _ _ c -- -- - 77.31 �� ae i 1 _ r - - _ _ -_- - _ - I '� ~ - -- - - - -- i 4D.32 55.01 55.01 5 .01 55.01 SWR -- f r r - �� -(11 -- 55 0, 55.01 37.99 N�\ _•~ o t C44 57"� C54 57'� 0 F�RTNW tx 2E � _ �O 60 c'y 23 �g h6 A, �_ �� L�50.Op �� 12">c 12 G.Y.ap >G 4' �Aw as 100 99 98 97 96 �(Wo4cS CAICu aAStN 23 I w i 101 a C* _121� 3 - 5 2 1 O I & 60 0 SEE SHEET No. 13 4 3 66' h 2 3 y 4,"gq�. exp PVC, o co FOR PARKWAY Q 22" 22' 1" m N� I C_��) -Ln 0. w m SIDEWALK LAYOUT CROMWELL CT. - I k ' Au6NMW VMDW - KENSINGTON PLACE o AND CRAWaGUNrM MCA TO %AA-r"" SWAI£ @, VIGIDI�II+ FW W. SEE SHEET N0. 4 VICTORIA PARK LANE SEE SHEET NO. 7 2 A4D v►4Yc"� J tLVV- Sy MAho� 0,AVO. _-- _ YD - PL TRACT BOUNDARY VICTORIA PARK V H i _l 1 O V of R L V T J I N LANE DATE APPROVED 2' LINEAR PARK 1 CONSTRUCTION NOTES: VARIES VARIES CITY of RANCHO CUCAMONGA PERIMETER 38'MAX./ 9' MIN. 31'MAX./ 7' MIN. O CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY' STD . PLAN NO. 102 & 103 i 1 5 CONSTRUCT SIDEWALK PER CITY STD . PLAN NO . 103 ("W" PER PLAN) --- - _-"-- -- -- -- WALL 1 3 5:1 MAX © CONSTRUCT STREET LIGHT 5800 LUMEN H . P . S . V. BY S . C .E . , PAID FOR AND p 7. 1.5r 1.5r -1i - _ COORDINATED BY THE DEVELOPER THROUGH THE CITY TRAFFIC DIVISION STREET IMPROVEMENT PLANS 0'5� 2-�I�R • 813 ADJUSTLWATEREVANVEESIGN COVER TORCITY GRADE STD . N0. 401-A & 401-B VICTORIA PARK _ ANF _ _ _ 14 INSTALL FIRE HYDRANT MARKER PER CITY STD . PLAN NO. 134 _-__ - _ I ISI' ) S 13 CONSTRUCT ROLLED CURB 6 GUTTER PER CITY STD . PLAN NO . 105-A STA _ 66+24 . 46 TO STA . 75+05 . 87 Z �((=1 ' ''�` 5:1 MAX• MEAN D, 16 CONSTRUCT CURB TRANSITION (FROM B" CF TO 5" CF) ® SIDEWALK I SAWCUT, REMOVE 6 RECONST . CURB & GUTTER, MEDIAN CURB TRACT NO _ 16081 DATA 1 CONSTRUCT 6" MIN . A . C . OVER 6" CL . II A . B . p+. :. 3"THK. GUNITE �2 CONSTRUCT CURB TRANS . (ROLLED CURB TO STD. CURB 6 GUTTER) Df 1 TA/Bf ARING RADIUS LEN-/DISI . TANGI NI �` of --- - - - - --- - --} - - 1 :• DITCH 2 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD . PLAN NO . 107-A . 90000 '00" 35.00 54 .98 35.00 24 APPROVED BY: DATE '1.' CONSTRUCT 3" THICK GUNITE DITCH CITY ENGINEER R . C . E . 24953 ---- -- ------ �' FESSIO 3°58'01" 1033.50 71 .56 35.79 �c 3°58'0 1" 1023.00 70.B3 35.43 PAD ELEVATION � �PRO Hq� . ° NOTE: EXIST. STREET LIGHTS ON WOODEN POLES ON c�Q� MILTON ei c`y DESIGN MADO' E ASSOCIATES, INC. RE NDED O- MA/SL OF THE INLAND EMPIRE 0 3 58'01" 1000.00 69.24 34 .63 6r ° S"LY. CURB TO BE REMOVED BY OTHERS. � � 9r m CONSULTING CIVIL ENGINEERS 93 55'59' 35.00 57.38 37 .49 - -- - - 7 NO . 14814 m sLAND O SECTION A - A DRAWN 10601PCHURCH SSTREENO SUITE107M Exp: 3-31-01 * RANCHO CUCAMONGA, CA 91730 SHE �. SL/CB (909)948-1311 _ 0 C M sfq CIVIL tip - -- r 14 c I IF OF CL1F CHECKED __._ -____ RCE No 14814 DRAWING NO . MLB DATE PIL FILE No 175 -7 ? PROJECT SHT . NO . 3 OF ��_ DWG. DATE 6/26/00 G 1 71 CURB TR S. u L=35.73" L=213.83' O.G. 131-NCH MARK: G' OF TO ' OF PART. 100' VG L=1 6.53' O.G. L=44.6 o'c \ u P. V.L=76.93 BENCHMARK NUMBER 638 o< O.G. J m PROPOSED TOP OF ELEVATION: 1297.297 L=29.51' W w J J N r;N V W'LY. CURB 00 24' EAST OF C.L. ETI ANDA AVENUE O.G. . ] v �`? '� `� ��,.FiQ L=15 012 co AND 40' NORTH OF C L. BASELINE PART. 100 VG co � C0 o 5. > �� BRASS BENCH DISC I TOP OF NE END lop' V.G.vG ,� ^ 1' 00 6'GF�TO 8N OF wC+ OF 4' x 2' CONCRETE BOX CULVERT P.V.L=SG. P.V.I. = G0.18 W + °o N °�n Q9 0 L=42.60' N v N,w d-''co I N G'CGFTR�N5N co BTO OF U U ^ A'�. Z J O.G.a� 6 o � O L=40. 8' o > �i j oe O N v+� �19 4Tp,70,757Z B TRANS. + rZ CURD TRANS. oc d)r, � + o 7. ��� L=18.99" O.G. G' Gf TO 8' Gf i9 p PART- 50' VG O.G. v o 1 q8 L=3.G7' 6' OF TO 8' OF J�m i =38.G4' J O0`' v �r P-V.I.=84-5q O.G. L=48.00" O.C. , oc a It ] Nco + PART. O.G. w N t iv^ _, 4 CURB TRANS. W u J ' 19 + � �Ni,n 100' VG \ �' ,) L=54.98" u J rn LLA Co °0� c�N� "*-- co J _ Iti � �19 �N�U .�.' U� \ -' N N '�� V 7 J mm oQ9 � � oN CO0� ���� ^ PROPOSED FINISHED � �J o Q + , J r, + rn 19 TR=4.007. U J N 88 L = 121.Gq' 0 G. G7.G1' TAN. N v N6 SURFACE CL. ,� Q �, O 00 CD w u N a in r+04 �� in r-0 U ^� r` O ' 1 y� 2 u 19 t9 � � + ,� ,r,'','�^ `� TR=3.927. z v + j- c� �� O'' ,O� �� +�, ci N ,ri m N �N ^ w �� -41,9 W n� � �� �� �R ? O� 0 ; a 0C, do u 56 ` 2a7• TR=0.50 o ao O cO � r 86 3 v C, N O � � o ,n ig .-•(,9+ > �� � � �^ TR=0.557. 1.337 �R' 100 N 4 + 2.00 • + �� p�• T env N P�� �OO� > .r'�+19 .119 �19 .A� N� +O 54 - to w 1.33?- �g' N v + N N w ° 7R=8.547. 8 CO G. v N►� Cod ,n r 52 - 100.55 o5 p 2.007 z 1g37 SR'3 > O p v �� Ou- �O `�O .�19 (L �O r.� COLn a TR=1 .207. a �O � + x+19 ROWN LINE > N O 4 T CURB TRANS. p� G > �� � + 6' GFTO8' OF .I. w _ r. 64.51' TAN. 11 N 6 ff ^ L N CO ,n GURB ANS. - -- -- O --- - > v r` O r. � 19 19 1 in Ip O N`t + p 6' Gf T 8" GF -O.G. .+l9 CD uin P.V-I. 84.46 v �r �p �� �� �u N� a009• L=3837' rvW Qv �i �O�• w o`` to NN , stn .�iU) . •rn r,� �R0. . oc v \ \ -j U� N(7 t) L=9G. 4" o.c. o + 1ri o< V� J t�w p Q + + o � z 88 1-9 J r^ u v > In N - + � .,� (,. �gU JU m k- pu + N iflt^ 2 Y- r`O n� NN N56 - 1 � q�O -' J u 19u 1N �u �� n19 4 v +� � cr? ON L=q.49" _, v O.� �� �� 86 � V CO+ n J t V.q• 6 N 6 Ot ^ e-i 19 6- + V V t dt 1i 37- cf)N• i�r N��1919 19 1$�7 r` CURB TRANS. ti a 00� 1.3 1557 PART.100' C, C, v 19•o NDN 19 O,n + .lco 6' Gf TO 8' GF 2 °o 3 54 ` 7 P.V.I.=55.18 3�a? 100.00018 �y n� L=45.21' Oin a in 84 �m 16 �o o.c. o ,� CURB TRAN 0 c, v 1. U in + r+19 CO V + � �t- rte , 'I• fo' GF 70 8' f P > N N co TR=0.507. in X19 w�N dJ CUICD TRANS. +� L=40.02 0 v Ot 0 e)r z -' -'��U� ` r O �ti0 PART. 50' V.G. G' GF TO 8' Gf U > o �c7 p "0; p87 TR=2.367. p07 ap 52 - L=42.32' O cl04 0/ a 'n' 2. O 2 L 4 G 1 fBTo a cF a ��� o P.V_I. = 84.59 <OZ st \ J w In r--i In -4-4 In � Q -4 H� m O.G\ \v J v J J t`1 N co r PART. 100'VG. =44.08' J J L=54.98' w u 6 o N�� N PROPOSED TOP OF o N z L=42.51" J �n 14 N o.c. ,I°tv N o s: � n �, E'LY. CURB L = 2 7.43" o.G. TJU Jp T 7.387 ° ca 't J� \ J � �to L6 `n TR=4.007' '' /�oL ao 0 J c�wO N r'' [, J w ,go IL 0 01 88 -t 1n TR=3.587. > v ;�'^ QP , a'S ap Q a a° r 6 N Z m +j CO r Nr� TR=0.507 O �• in 56 - a- ej n o TR=0.50 v� ?t- TR=5.907 ~�`�� co ^ 7R=O-9597 86 1.557. TR=3.207_ k9 J Q ~� � 84 54 O +ON TR=8.547. R=3.707_ W C co PHDF I L_E �Q 52 TR-1.507, p HORIZ 1 " = 40 ' int VERT 1 '= q ' N� °� 0'Lo - 10+00 1 1 +00 12+00 134 00 14+00 PLAN 1 "= 40 ' 15+00 16+00 17+00 18+00 �� 19+00 SCALE IN FEET 0 40 60 120 160 J v '7CAl E 1' = 40' J 8 U J J OC Q Z � Z G aZ o AVON CT. 8 o VICTORIA PARK LANE IV z - w z- > ETON DR. a z Z a Z o � �, 8 Mg�EY CT• 0 6 n o a Q SEE SHEET NO. 8 o G SEE SHEET N0. 7 Z ° SEE SHEET NO. 3 Z q nc w I� M W N0. `• L3 6• O V V N 1 U L0 O OC w O y- G SHEET N V a0 V w Z N 6 LDD (0 W m �-'Z c0 � CO m m I / 3 SES Z p v oc z c+ „ U ac ° o n � V z°o w J O U Q W.+-� '+-+ + cri d- O Z + .+-, -� m ti '-' n v N W N to \ r Y r+ N r~ f: Y r+ '. .• v J tt1 M Z + � m /� l I I I st °D a Z a u + �n n y v u� r d w r� �`'r� G 0 l / / w a- r n `T a + + � (c' �1 Z + + - lS OL � � 2O O f7 •'� C9 ^ Q' � J Y Z J d� M100 + H r~ ti = 35 a �m �. .: 11 v 0 o u a o W 0 N h(0F� 5 Tif. z O 5 w a O a r r+ r 2S O 25 TYP 5 2p + w O + 3h 2(0 L=63.60 2 rA V �ti 69 Z + O r' -55.35 -- + Zo �ti L=15.86 78.40 ro �,�0� 67_ss 2h O1S"96 r�s L=29.04 ..� - O1S F -- - - -- �� _ - --- 25 T Tp. �" n ��19.32 O1 0 5 C15�- J --- - z I � o --- -_- L-119.64 -. - 2 4' BROKENOk A \/ - O� 1 5O'-4' SY 5T. LIGHT A 0 1 AE c 3 ti M 9 1 YELLOW b '0'97 -- -- --- -- n to 0 50"-4' SY - ---- v" / � �7- A �D 50'-4' S 13 sc� 6` -----_ _ -- � -- --- ---- k h�F � �. • P-L_ h�' 1' -- -.. �.� - _ .. _ _ �• �C e i ice: - �, 1 0 h h \ hh 2 h (° 4• gY 1 r' 3 �, bF� 13 E h 50'' 4 BROKEN 13 s c' 14 ! Sl Tc N AC 2 4' BROK N 4 0' O ,393 18 0� d36sr :'� --A o +--- -- 1 `7 YELLOW 2 I �? gp•_ E 5Y � 6 O �0 v N OR 12 01 F� M A 1 h�0 4' SY N 14 A9 YELLOW _ gp-A' � 1 OA 9 E9 T '1h� 2 3� 3T O 1� ( 1� J G �'�h v�� \� Y6 34r h�A 9 h,�(o�L T h �O - --_ ! � �� 9 ° -` ff h. O - 3Z7 8 h ? c h Q ---- � F X15 N 12 16 c Q f°Sc _ �j .4 1 C) O - _ i' --- L=49.47 L=87.51 7(0(0oP=9.31 78 67 V T�. N 'i G �-.- --- - -- - - °D STS Q L=37 .5� 5 LGi �P c� CO�F� ST O `'--- - t -' 7 95 �~ M h 14 69 0o v oc `� `� --- (16 0z J h1 � cel LO. m G P2 6 L=138.92 p� Al q rn O[ + m I m nc 81 19 2P Z526 m �� 1 w i 101 (0� o '� v b M GO S O w -+ N 8 m Fs hc�(0F� -- = 80 co ���� _ T'fR It u 0 I m hti" m + m ! Gp v m cv N ,n w u n v 18 .. .n v �s n S m m 1 Q' m y v n N cr�F` v 88 89 °o m 2 18' °� V R S V IESII� VARIES 33 GO i G to N 2' 18 18' 1 N � J m ~ 35_ / 5' MAX 2 MIN Z2 MIN. J N 18' 1 G I G 2• 18 1 .. 8 8 SUGAR GUM STREET KENSINGTON PLACE 0 SEE SHEET NO. 5 -- ZLAPP STREET lRMS fsNb GoNSTRuGTtoN Nb�S eff lkAADO Lf- A54,0 DESCRIPTION O f REVISION DATE APPROVED CONSTRUCTION NOTES: CITY o f RANCHO C U C A M O N G A '01 CONSTRUCT 3" A . C . OVER 6 1/2" CL . II A . B . 22 CONSTRUCT B" W/ 24" GUTTER "A2-B" PER CITY STD . PLAN NO . 104 - - -n-C ---- - - - --- --n ---- - DATA DATA O3 CONSTRUCT 6" W/ 24" GUTTER "A2-6" PER CITY STD , PLAN NO . 104 STf1L_ T IM�'F�OVEMENT f" �_ QN.7 Dfl IA/EifARING + RADIUS LFN./DISI . IANGENI DFt1A/BEARING RAD IA`; LEN_/DISI - IANGFNI AD CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD . PLAN NO . 102 6 103 J 107° 15'45" 65 00 121 .69 88_26 - la 90°00 '00' 35 OC I 54 98 35. 00 6O CONSTRUCT ST REECONSTRUCT TLLIGHR 5800 LUMEN CITY STD . PHAP . SOV . IBY S03 ! C1E�ERPAIDNFOR AND KENSINGTON PIACF 101°52'09" 27.00 48.00 33.26 '16 8°40 ' 43" 600 .00 T 90 .88 45.53 O _ COORDINATED BY THE DEVELOPER THROUGH THE CITY TRAFFIC DIVISION J 86°32'03" 27.00 40.78 25.41 �J 2°56'06" 578.00 29.61 14 .81 O8 INSTALL STREET NAME SIGN PER CITY STD . NO . 401-A 6 401-B STA . 10+00 TO STA . 19+43 . 81 ------ ----- - -- -- - --- ------- ---- - O9 CONSTRUCT CROSS & LONGITUDINAL GUTTER PER CITY STD . PLAN 106-A DO 90° 12' 12" 27.00 42.51 27. 10 3°23'48" 622.00 36.87 18.44 �2 ADJUST MANHOLE RIM COVER TO GRADE T[� /f\ �� ^IO �OQ � ---- --- - 1 1/1 1 V lJ 'J 90° 12' 12" 61 .00 96.04 61 .22 a 12°34 '35' 622 00 136.53 68.54 ( ADJUST WATER VALVE COVER TO GRADE O 89°47'48" 27.00 42.32 26.90 i/,_ 17°30 '09" 600 00 183.29 92.36 14 INSTALL FIRE HYDRANT MARKER PER CITY STD . PLAN N0 . 134 -- -- - ---- ---- ----- 16 CONSTRUCT CURB TRANSITION (FROM B" CF TO 6" CF) APPROVED BY* • DATE G 84 55' 17" 27 .00 40 .02 24 .71 w 13°50'32'' 578.00 139.64 70. 16 �0 INSTALL R1 STOP SIGN W/ LIMIT LINE & STOP LEGEND -� H ° /� + --- -- - -- ,� I i 06'54" 600 .00 116.40 58.38 81°25'24" 27.00 38.37 23.23 2� CONSTRUCT 4" A . C . OVER 6 1/2" CL . I I A . B . CITY ENGINEER _ R . C . E . 24953 --- -- -- - --- ' CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD . PLAN 107-A . QAOfESSIp - -- O 82°00 ' 1 1" 27 .00 38.64 23.47 J 103°53'48" 27 .00 48.96 34 .49 �� Z�TOry -- - -- --- -- 2Q 25 INSTALLED STREET -M&5 MF- ROTES A LZGE�V t ON W. tNo.I ��Q�M �q �� DESIGN MADOLE & SSOCIATES, INC. RE ENDED 90°24 O8" 27 .00 42.60 27. 19 �J 94° 41 ' 18" 27 00 44 .62 29. 30 Q O �`' Oo ry MA SL_ OF THE INLAND EMPIRE - -- ---- - - - -- -- -- --- - - ItA;TALL STREET TR,F.ES tM• Nl OTS R L-�- D 1 ON sill NO,2. -- 95°56 21" 27 .�0 45.21 29.95 R 75°49 28" 27 00 35. 73 21 .03 to Q �^ `- CONSULTING CIVIL ENGINEERS - - ¢ No . 14814 m v -- ---- LAND PLANNERS - LAND SURVEYORS N J 93°32'24" 27 .00 44.08 28.72 UB 22° 13'48" 600.00 232. 79 1 17.88 / SHE: L I Exp. 3-31-01 A W 10601 CHURCH STREET SUITE 107 M - ----- _-- -- it it RANCHO CUCAMONGA• CA 91730 O 10 44 '56" 622.00 18.99 9.49 °C + 210 11 '48" 578 00 213.83 108. 15 s SL CB (909)948-1311 4 OF 14 N 1°23'34 622.00 15. 12 7.56 - - -- -- l a AD 19°06'26" 622.00 207.43 104.69 �T CIVIL �ti ----- -- co -- �� -- -- - - FOF CALIF°Q CHECKED RCE No 14814 DRAWING NO . O 00 56'25 578.00 9.49 4 . 74 nE' 70 46'50 27 00 3.67 1 .84 P 0°48' 13° 578.00 6. 11 4 .05 - Mme_ DATE _. (p�o_I__- FILE No ��5._.7 PROJECT SHT . NO . _ OF ��_ DWG. DATE 6/26/00 131-NCH MARK: BENCHMARK NUMBER 163P ELEVATION: 1297.297 24' EAST OF C.L. ETI ANDA AVENUE AND 40' NORTH OF C L. BASELINE L-10.15' wRB TRANS, CM5 TRANS, PART. 100" VC, BRASS BENCH DISC IN TOP OF NE END O.G. 6• GF TO 8' GF 6• CF TO 8• Of P.V.I.=53.33 OF 4' x 2' CONCRETE BOX CULVERT L=42.51' L=45.88" L=185.45' O.G. L=41.70" L=40.84" L=47.77' PART. 50" VG O.G. O.G. O.G. O.G. O.G- P.V.I.=49. 5 50.00' VG L-54.98' \ '� P.V.I.= 51.36 c7 v \ °L -j a v \ \ v �\ ` \ J U \ O. . J J J 1\ 0 \ J J J dI w J J � - 56 - it PROP SED TOP OF o \ 0 (� ~ U 010kill f 4 uo NaT U \+ COQ U O J�. u 0 O N vy C-11 IRR 0 n �c �� w r� �^��-,n�cn cn �:N N� O J J O 0 + '+ �� �l4 Oto `� 54 - o� 0cr) � � 06 �� �'� �^ N� opocq �' `� 0 r4 TR=1.55 ,+,.�• ;in �N �v ���+ p t9r p cn v p .+� fir+ + + OL 1.507 r ; �. 0.57% .� Lf)Lf+0 L 52 - TR=4.207 TR=4.G 7. - 52 TR=2.107. TR=3.107. TR=5.307_ TR=0.857. - 50 ROWN LINE - 100. O' VG v P.V.1.=53.20 48 L=96. 4' O.G. 56.6 > m TAN. P.V.L=51.23 O 56 - `' ° > PROPOSED FINIS_ HED Nom^ 50.00' Vc o m ,n��0 �; SU FACE @ CL. - 0� -j + `� 0� N� cop > Nr 47. cn w 00 �r,Jv p�9 ...,0 ..cn �� �� + � V v ++� 1-+toU��� �c7 N-4 ,�,0 OII1 > > I� 52 - 1.687. '.`n n r"n 0.547. w ` ' '� 0.547. �in p r-kg 00� vO - 52 i� 0 L=4.17' C-L" TRANS. CkRB TRANS. L=9.98' TR=5.307. 1�'O' - 50 O.G. 6 GF To e' GF 6• GF TO 5- c O.G. 100. O' VG L=46.78" L=45.88" P.V.L= 3.33 - 4 8 L=121.69" G. 57 93' O.G. O.G. L 207.03' O.G. L=127.83' O.G. PART. 50' V TAN. � �,, u v v > P.V.I.=49.35 00 L t° 0 CO J -� J J T PR OSED TOP OF o 0 � > 54 - � w � v v w NN r ter` 9ty- + 0� + � c7 u = 4. r + r' m v + + �` N `r + tib�' 0 1.337_ tN � u � iv � �+ ~ �cs1 .�tfl r� ~� r� n 0 go 0 O.G. n'in 0 Ln 52 - 1337_ co^ O0ni9unk9Ln ^ 0.517 �nv 0 0 co -\' OC t-- OF L9'-1 u- J J W O (3 TR=0.507_ TR=0.507 co TR=5.307 co z 50 v C,1 TR=4.607. PROF I LE TR=2. 07 48 HORIZ 1 "= 40 ' VERT I "= 4 ' - 46 10-100 11 +00 12-f 00 13+00 14+00 PL AN 1 40 ' 15+ 00 16+00 17+00 SCALE IN FEET 0 40 BO 120 160 IF . _ i DAY CREEK BOULEVARD 11 SEE DWG. NO. 1681 , SHEET 3 OF 11 p�NNY CT- 6 �° & DWG. NO. 1665, SHEET 4 OF 39 o. T N � E SNE.E � I K sE � - ENSINGTON PLACE I _ m m U v w � rn SEE SHEET NO. 4 CG (n o - 0 CO Q ' # `n 2 IS 18 1 + > n Ln co m cUD J 6 .n 0 Q 14+17.36 EGR un co ,I VAQ � + 3 ,oh 30 0-j o o f u cn ti �F 5 6 } u > Q v oc h�b �L'�° I' 49.01 17.13 uJ C v 71 v w� 72 0 v v v 7O h 16 �O L' I � \ c� 0 C 0 73 it 3 74 4 htiF� -- .-- I v - 75 0 - b,, Z 0O u + n + ~ Dr O1S N --- h �a o O ,�7.OB a c�n r, r. 3 � !'• d 4 (�h E� O_ � tiOhtiF �I ����` S� 37 38 55.51 6 L=49.73 M 16 hti. °� h°aa• 12 I ^ a• h(0 -- - - =18. 1 ' 3 75.5"1 - r16 / 2 I cu L=65.84 �� L s2e8T J 12 F s -U4 - - _ 111 O --- 1 - - �� .z�� c �, �`, s 1 12 r � _ h�ti 14 11 13 - 5 ? Q A �'c, _- - ;.--- :; c R h 4 ---- O 2 �3 ._ O J % ,0_.-'c---- f, ,� 6 50•-4' S1' � PROP. S.D. '� � _�4 96 , , a I �O��F�' SUGA GUM ST- - OhF\" `S1l�Jl 12 ���i t9 -�!! 2 PAINT 4' SOLID c9 i`a0 (na 16+4 37 ci. INT. SUGAR GUM ST. 11 s ti ti 3 - _- - 10+00-00 cl. INT. gti�� i h h~ 6 pec H h� i 11 N �2 DOUBLE YELLOW v �� I 12 I = 26+95.00 DAY GREEN BLVD. ----- p • \ D 4 = > K ,- 4 a� SUGAR GUM ST. r-1 10400.00 KENSINGTON L 14+57.32 cl. INT. _ a - _ h�0 STOP �t--- ., p ` / _ -' =10+00.00 PENNY GT." I fi 57 .9 / ° O =g 6g - - f+ +, 33.20 -� ST. LIGI11 p h h O cu -. - 87 .71 L=25.42 h F��., 2 L=73.62 L" a 0 h ,c '. z v ck - - (44.57') C54-57") 35 34 # a m >33 0 0 o h° N o 59 o 54 p ^ o t0 + + m 6 + J J OC y� I 4 \\ N J " r 2" 18' 18, 1 Q N N O Q � ~ � I I I I \ 03 O I I 8 v+ vi awe wAYMOUTH CT- SEE SHEET NO. 3 SUFFOLK PL. SUGAR GUM STREET SEE SHEET N0. B 0 ?Q9 �� �M uM ' V N1 0IZ X A,%O, ,o SEE SHEET NO. 6 �Y f DESCRIPTION O f REVISION DATE 'APPROVED 0 STREET TREE NOTE : CONSTRUCTION NOTES: �T+�1S AI�,�'A 15 V�11T4��N �E L..M�r7, '01 CONSTRUCT 8" W/C240VGR E 112" CL . II A B . CITY of RANCHO CUCAMONGA UTTER "A2-8" PER CITY STD . PLAN NO . 104 - - -- - -.- -_ --_ -_- TREES WILLC�E SHOWN UN1SPECTIV� O CONSTRUCT 6" W/ 24" GUTTER "A2-6" PER CITY STD . PLAN N0 104 STREET IMPROVE MFNT PLANS 4 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD . PLAN NO . 102 6 103 N PfZEPaRED $Y �71TESCAPES . 35 CONSTRUCT SIDEWALK PER CITY STD . PLAN NO . 103 (°W" PER PLAN) 0 CONSTRUCT STREET LIGHT 5800 LUMEN H . P . S . V . BY S .C . E ., PAID FOR AND SUGAR GUM STRFFT COORDINATED BY THE DEVELOPER THROUGH THE CITY TRAFFIC DIVISION DATA DATA �8 INSTALL STREET NAME SIGN PER CITY STD . NO . 401-A 6 401-B STA . 10+00 TO STA - 16+47 . 37 DEI IA/E3FARING RADIUS LEN./DI S1 . IANCAN1 DEl1A/BEARING RAf)lUS LEN./DISI_ iANC:ENI 10 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD . PLAN NO . 300 -- +.___ - -- `J --- _ - + - IA - W.. PER PLAN) ( TRACT N0 _ 10031 J 107° 15'45 65.00 i2^ 69 B8.26 M� 82022'40" 29 00 41 70 25 .38 13 CONSTRUCT LOCAL DEPRESSION CASE "A' PER CITY STD . PLAN N0 . 307 �eJ 90012' 12" 61 .00 96.04 61 .22 �� 66° 39'41 " 27 00 40.84 25 .47 2 ADJUST MANHOLE RIM COVER TO GRADE - - - -- -- - - --- - - - - --- --- -- 13 ADJUST WATER VALVE COVER TO GRADE O 90° 12' 12" 27.00 42.51 27. 10 0' 6°29'07" 422.00 47.77 23.91 APPROVED BY' DATE --� 14 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN N0 . 134 _-�-_- J 990 16'43" 27.00 46.78 31 . 77 J 19°22'33" 378 00 127.83 64 .53 16 CONSTRUCT CURB TRANSITION (FROM 8" CF TO 6" CF) CITY ENGINEER _ R . C . E . 24y53 o- - o - -- - -_---- �0 INSTALL R1 STOP SIGN W/ LIMIT LINE 6 STOP LEGEND QROFESSIppq 97 21 '57" 27.00 45.88 30.71 i� 19 22'33" 400.00 13 .27 68.29 �p ! r --- -- - - c - -- -- CONSTRUCT 4" A . C . OVER 6 1/2" CL . II A . B . Q��ZLTrO) Af- y� DESIGN MADOLE & ASSOCIATES, INC. RE ENDED :J 8052' 44" 422.00 65.40 32.76 la 90°00'00' 35,00 54 . 98 35.00 -MA-/SL of THE INLAND EMPIRE B°52'44" 400 .00 61 .99 31 .06 8°50'37' 27 00 4 . 17 2.09 W Q r" -' CONSULTING CIVIL ENGINEERS - - ¢ No .. 14814 m D nn --- _ ._____. LAND PLANNERS - LAND SURVEYORS L - N J 1°30'47" 378.00 9.98 4.99 D R A W N 10601 CHURCH STREET SUITE 107 SHE E L j M 28°06'33" 37B.00 185.45 94 .63 Exp: 3-31-01 -- it {t RANCHO CUCAMDNGA, CA 91730 28°06'33" 400 .00 196.24 100. 14 i ------ - SL CB (909)948 1311 5 14 K 28°06'33" 422.00 207.03 105.64 sl�lf FICA 1F�Q�p CHECKED - - - ____ RCE NO 19-8_LQ DRAWINCJ N0 z L 1°22'43" 422.00 10. 15 5.08 MLB- DA1 E FILE No X57 •. � .. ..._ it M. _ , - -. _.i�� -;Citi- ,'�; _ . ._ AN �r ,. '('.:. PROJECT SHT . NO . OF �_ DWG. DATE 6/26/00 _ - -NCII MARK-. 50. O' VG 81.61'VC PVI 63.38 L, PVI=65.49 BENCHMARK NUMBER 1638 U 98.07' TAN. 20.4" 20.4- 020.4' 2 .4W CURB TRANS. ELEVATION: 1297.297 > U r-17�� 0 25 - 66 L=4G.78"Cf TO B1 OF OG. 24' EAST Of C.L. ETI ANDA AVENUE AND 40' NORTH OF C L. BASELINE c° 25' `� 25' 't 4 0> 0 v 4 � ,� BRASS BENCH DISC IN TOP OF NE END L=17.91' 9 ` l' w d " OF 4' x 2' CONCRETE BOX CULVERT O.G. O.G. N 2 827. L=44.09' O.G. T , PROPOSED TOP OF TR=3.217 64 d PROPO TOP OF ° w L=47.15" O.G. vco OZ W'LY. CURB oo_ �� J J '�� W'L CURB ,o �\ �^ '4\ �� pw �p� L=Gro.G3' C. � �0 2' Q - 62 52 - kn L9 in O ,n - 6 ow 52 GARB TRANS. 50.00' V �' + 38C\l ' z '"'t 0.50% -- TR=1.337. fN 1.=38.82" 0.G. v �� 50 + ' pp vG c� - - -�� > L' O v 2 65 ' N L�`t� 0' ��j 1� U TR=0.507. OF- > In r,In 0 A- P'4 U v ac cc O cn '+� ,1 � Aq O,R 11.� �> 2 5 �>, w co 48 - - U j J °U° n o� n 2117 o > ( (0 ,n 0 0 PROPOSE FINISHED 48 O -4 in p `I w 2 t-- co \ � � 56 - CO 0 O N N no o� 10�o�12� 25 � - 66 SURFACE0 C.L. 50. ' VC N" 0 0 r�1- e) 0 �a- 50.00' VG PVI- 0.58Ln ? In 1 25' �s X77 * p0 Lr) PVI=49.83 v 0= 54 -- PROPOSED FINISHED N 1' - 64 + � �( > > w `' 20� SURFACE ® C.L. u 25' > X29, o� O + °° v > m Ln � A v 25" �� A• ,� 'y� v ou �v moo_ zn > w O�9 cv + � �r 0 O 'ma- X90 � � °��9� - 62 52 - o° o� o� °� no �o r� ��, 52 52 - TR=0.547_ + 50.00' VC v r e) �n a- r,v c++ � + ,� O u . un PVI=54.GOv m N a `n 00- 0 v0.507. 1709. 2LI, 50 50.00' VG 9n co 0 w'6,0 , 81.61' VG 50.00' VG vr 2.387. PVI=52.10 > O+ ' v PVI=65.49 v PVI=63.38 p > a0 U O n -f to 7 0 > 20.4" > 4 - culls TRANS. 8 v to ; >L) 00c9 In 211 20.4' U 2 .4' 0.0- 8 OF To s OF �' � CL `� to�? 25 �? 25' _ PROPOSE TOP OF SUN } c�i + �'n `n L=79.62' G. '40 Nr �� -4 66 L=42.04' PART. E'LY. URB v,� r,In p N + + CO + �9 50 VC m u- v -I In �In (N � \ O.G. \ O 09 PVI= v \ 54 - IL- co �,�, _ ..�n l�9 2 02 �`' 6 4 IT 49.86 u- J J PROPOSED TOP OF L=46.03' O.G. .� \ J �' `' N ' TR=5.017. +► �p7. TR=3.2 7. \ v > N v �n E l_Y. CURB v 2 CO v > w `� N �" -41 -4 U 52 -- 'o, �� �� - 62 52 co 0u- o r-u �n , F;- � 52 L=59.61' O . `r? ( '+'T f6 t+r +0 r d CURB TRANS. 50.00" VG v m N a- .LTO O v r. 0.507. TR=0.507 L=40.84' O.G. + 0 U� U ,-4 O+ 6 2 29 TR=0.507. TR=0.757 ►,,� > Op rh r-c co 4 � 48 - 48 56 - co O r4 In il0 �� l9� �IN Nr\r,fn 54 Ln - 4.-47. 52 - TR=2.IOZ P R C F I L E_ HORIZ I "= 40 ' VERT 1 "= 4 ' 10+ 00 11 + 00 12+00 13+ 00 14+00 PLAN 1 40 ' 10+ 00 11 -100 12+ 00 SCALE IN FEET 0 40 80 120 160 ZISC:AI F: 1' = 40' SCAT F: 1' = 40' 7)TYP SAXON DR. � SUGAR GUM STREET 51RE. 3 3 SEE SHEET NO. 10 7 TYP. SEE SHEET NO. 5 M 5 Q " Q n V SUIGAR G�I No. 5µE 0 3 63� 3 � G Q � 31 � � _' � _. " 33 w Q �! J n J SEE " 32 7 TYP. 3 64 U 47 ,r 2 18 18" 1 - r + + 3 + 3 3 ti�hF A " m ST. LIGHT " ' O o U r 0 3 V G U a 6cJ /DC7 r(P, f�3.0 L=qs sr- 2 ��Q �� O 5 POST 2''A� In _ B 44.96 55.00 48.00 In 2' 3 o is u 3 19 A'L 6 L.7 7q 4 O ZZ ^ p• `> N r+ " V " c O Gl 66 A5 1l') 72 9 N 1 7U J n 3 69 68 3 3 0 67 N J r� u l9 l9 - �� o���ti'L O 4 n, . C .1 go - N 10 // b C% fJ� N -- Ln -+ " Sy7 J N 00 O� I � o O 9 .s a0 h o, o V1 Z f 7�j TYP• 5 �2 N ,�sr 3 1 '~ 14 +,o h�� M 20 `O O cl. DWY` d. INT. v r( c _ _ In cl. INT. o q =35.25 L=33.55 19.99 55.00 - 17.53 L=37.47 L= 7.63 L=27.75 b0 o yJ=12 10+00.00 SUFFOLK PL m 1 oa �h�hF� i i 3 S�SOzS 12� 12+44.09 SUFFOLK PL. +� . (off X =13+33.29 SAXON DR. m s°•F` \J RA p�~ G °� �rc O =11.49 - - Z m 50 SUGAR GUM ST. ti Lti _ ti 48 �BDA i �_ O /�Oe ti0TJ9 CVO ? - -- - -� - Y �� t j 73 (� C p 9 O / - -- - o� c6 GRO _ cl W 1D 4 O� - e4 �5'-1 --- -s3 12 �. bb y _ Q�' 13 WN I 55 00\ 48.27 4V ° Z o U1 �BrC rt - -T+- I - 14 K ,D y N 26� v o vF� G 11 kti l9 1 S)12 3 O ,ti(n 0 O 13 61 3 14 Co��V 72 v 2oc r } v) ti0 p hh v 9 O A r 3n ' o * J v v o�, �0 h�•tito D �__., _ c I ►l h �� n c A �o\ \ A. F _. 3 OZ 1 ' ��G 14 - - '-r �' - -- - - _ _ _ _�- i•+ 4- N �0 ru �� .T _ 1 ' i0 ti°X 0 E -' 1t - _ _ ,L - - = - -ti-- - 1 85.97 r r m v a v 57 + 3 0 3 `+ 3 59 �i GG 4.86 92. 2 _ L 45.66 3 �' m + + 6 0 L=5 y I 5 1 r L=80.79 I I o i9 m 49 O O 58 ± 1' 2 I v L12 3 l w o . I o i9 I 3n � o w I TYR o I i r+ 7 TYP. 2 1 N 74 I Ln z '. r. Z u I � 1 i Z ti 1[) '�� J)J1 0 - 1 1 0 " ( J N I 3 I V ell �' 1 " 3 } J �F� �a, " 1 o N 3 I 3 �'o N 1 3 N J 1 3 I SUFFOLK PLACE 2 O is �h o 3i °}03 � I 1 1 '' r' °' � � � PENNY COURT' I Z 0 i I I N I G 7 TYP. n O v + ADO 51REET 1PXF-S AND CANMUGTION µ0T% . 13Y MApoE� k A%0GARTT�S, _ Ll z U E S C R I P 1 I 0 N of REVISION DATE APPROVED CONSTRUCTION NOTES: CITY of RANCHO C DATA �J CONSTRUCT 3" A . C . OVER 6 1/2" CL . Il A . B . c� n 2 CONSTRUCT 8" W/ 24" GUTTER "A2-8" PER CITY STD. PLAN NO. 104 S T R F F T IMPROVEMENT PLANS 82°22'40" AI)IU27, 38.82 IANT',ENI O3 CONSTRUCT 6" W/ 24" GUTTER "A2-6" PER CITY STD . PLAN NO . 104 n n 0 [>fITA/BEARING RADIUS LFN_/DISI - _ 23.63 t�4 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD . PLAN NO. 102 6 103 PFNNY COURT & SUFEOI_ K Pl ACE 9 10°22'24" 368.00 66.63 33.40 O5 CONSTRUCT SIDEWALK PER CITY STD . PLAN NO . 103 ("W" PER PLAN) 0- © CONSTRUCT STREET LIGHT 5800 LUMEN H . P .S . V . BY S . C . E . , PAID FOR AND STA . 10+00 TO STA . 14+ 11 . 58 120 16' 17" 350.00 74 .96 37.62COORDINATED BY THE DEVELOPER THROUGH THE CITY TRAFFIC DIVISION STA . 10+00 TO STA . 12+44 . 09 O 9°49'20" 332.00 56.91 28.53 O7 CONSTRUCT DRIVEWAY APPROACH PER CITY STD . PLAN NO . 101-A E B6039'41" 27 .00 40.84 25.47 O8 INSTALL STREET NAME SIGN PER CITY STD . NO . 401-A 6 401-B AT TRACT NO _ 16031 - _ 9 CONSTRUCT CROSS 6 LONGITUDINAL GUTTER PER CITY STD . PLAN 106-A 1046'47" 1518.00 47. 15 23.58 120 ADJUST MANHOLE RIM COVER TO GRADE } DEI TA/BEARING RADIUS ; LEN /DISI + TANGENI u -o_.-_- - - ---_-_"- 13 ADJUST WATER VALVE COVER TO GRADE ° 1 -1_- �G 1 46'47" 1500.00 46.59 23.30 A 93 34 ' .6" 27 .00 44 .09 28. 74 APPROVED BY: - DATE 14 INSTALL FIRE HYDRANT MARKER PER CITY STD . PLAN NO . 134 ----- O i°46'47" 1482.00 46.03 23.02 �0 INSTALL R1 STOP SIGN W/ LIMIT LINE 6 STOP LEGEND -0 890 12'21" 27.00 42.04 26.63 CITY ENGINEER [ _ R . C . E -- ----- ° p OFESSI i 1° 18'43' 782.00 17.91 B.95 c 99 16'43" 27.00 46 .78 31 . 77 0 - -.-_ Q 25 INSTALLED STREET TREES pER NOTES LEGEND 1 ON SNT, Nor 2 . Q� �ZLTO% F ° -- -- ----- ,�k, � My y, DESIGN MADOLE G . SOCIATES, INC. R JDED O 5034'37" 800 .00 77.87 38.97 97°21 '57' 27.00 45.88 30. 71 � pry MA OF THE INLAND EMPIRE -- INSTALL STREET TREES PER NOTES• A LEGEND 1 oN S41T• t4o-2. - ----- - � � o � /SL- 5°34 '37" 818.00 79.62 39.84 Q r m - - CONSULTING CIVIL ENGINEERS �p -- - -- O 22°28' 17" 376.06 147.49 74 .71 Q No . 14814 m 70 -- LAND PLANNERS - LAND SURVEYORS - - N _ Exp: 3-31-01 DRAWN 10601 CHURCH STREET SUITE 107 SHE L- M -- (� 22042'27" 100 .00 39.63 20.08 RANCHO C909)948-ONGA, CA 91730 SL CB (909)949 1311 6 14 QN 198026'33" 38.00 131 .61 M _. - --- r�lf FICA I�oPCFE CKE D � -_-__ RCE No 14814 DRAWING NO . - t _ DA7E FILE No I7_57 PROJECT SHT . NO . b OF I6 DWG. DATE 6/26/00 1 6U.00__v _50..00- ��- � . HLNCH MARK: P.V.I.=77.2 P.V.I.-77.28 6.q6 L=57.76' 0. L=140.71. O.G. L=30. 60.00' VC BENCHMARK K 129MB 9R 63B 8.75' L=42.41' .15� 15" P.V.I.=77.26 O.G. 0.c_ oc 0 > v u 24' EAST OF C.L. ETI ANDA AVENUE L=139.28' O.C. =7.42' O_C. 0 > m 55.25' In 15' O'w 25 w p AND 40' NORTH OF C L. BASELINE TAN. CURB TRANS. CURB TRANS_ L=10.04' Oo v BRASS BENCH DISC I TOP OF NE END 5 00' VC 1 .64' 50.00' V 6' GF TO e' GF 6' GF TO 8' G O G 1>t > �g 0 't? �g `�? > ' 19.64' 5000' VG L=42.60' L=45.21' u J O`� n 0� 80 OF 4 x 2 CONCRETE BOX CULVERT PVI=75.85 VI 74.8 w v ] N �9 r` ► n ^ r` PVI 74.80 > U O.G. O.G_ J m 0 0 N 0 r` v > > v 40.00' VG L=67.17" O.G. � , � � > ao w > ► U w v an PVI= oc v �n 25 25 0> 25' 25 0 25' v 20.66 72.43 > < v u w PROPOSED TOP OF 0 >T2R=3_4G7_ 7+n .+ w > �,, aQ NLY. C RB �Lo r w J _, <r` r` v 0 m O k9 y O Nn7 > cr O N v 0 �9 O to r 76 1. 50� c7 O `t iv v ao r` a 40 N-t cpz- > + + r N n� ON + N .r �� r 2V ` F\ �;� rN 6 O 74 3 61� �,r r 0.507. L=92.94' O.G_ 16.24' 38" Q w f- � 72 - 0 Z TR=7.387. ALONG GROWN LINA 11.5' 1.5" += a TR=7.00 . VC 1? CL 38' 0.507. 89.54' VC, 3.4 PO'00'8 00 u 1.5' 50.0 VG POV. 2.27 P.V.L=74.35 w > > c9 P.V.L= `7, 2 r5C.00' VC ,n N c0 r` 80 v 0 P. .1.=72.10 76.33' 22.38 ; 0 r; > U v U TAN. 22.385' �? r` Y n n s9 w°o 0 nac > > v m U 0 22.385' 78 I- + v U) > a' ,n ►' N r4 w PROPOSED FINISHED m 22.385' v ,b P 1n 00> N N > F 0�t O N �+ It > ,ri F m Z w r + O 0 N cA SURFACE ® CL. N ,, ,� 9 1.177 76 76 - o� �O Occ a _i �� �r NN `,n `N. � m aCoO � T q + + r 14' w U r w -4 r` r` ,ry O 7_ 74 - t�V _ 3.62j � j�N9 ,� 6►`' �r v L=140.71" O.G. n0 6 w O^ i O �Or 0.507 5 .59' 61.96' Q N� .-++O TAN. 6.96" 72 .._ + r-4 r` L=101.23' O.G. 50.00' VC 0 P.V.I.=77.88 L 139.28' O.G. 60.00' VG 60.00 VG > v v 50.00' VG l .64' 5 00' VG P.V.L=74.48 u 3OP,V.1.=7 30" u� 25' 25 w Po=0705.845 19.64' _ 5.507. N 6.15 L=12.32' 3-4 > n > 80 CURB TRANS. 26.59' PVI-74.50 0 0 P' ==74.80v 6' Cf TO 8' GF L= 2.50' O.C.�. 1� v > > v 59.93' O.G L=17.80' 30' w a r > w m U w > L=44.08" 25' u 25' 25 > 25' 25 u 25' TAN. t=28. 3' O.G PART. 40' VG PROPOSED TOP O O G s 71' P.V.I.=72.35 > u-> 00 n r IB 0 co F � co w > O.G GURB TRANS. 1� u , T A m 00 a- n '" Ln r+ r io 6' Of TO 8' GF u v > tf)� N,>, SLY. CURB u �* 1.007. c� l9 u ^ r` �9 v L=38.64 iv v O w `� 76 - ^ n 07. 1.507. � v O-G• -'.�. is N v +� 76 1• N 0_ rl v v r` f7 4 N t7� an t7 t- 7 4 co ' O+ r; �a Jo\c ;0 O 0.507. r U ^ r 72 - + .^ w i ^ Ln 0 q- �O "o co N c9 0 9-. TR=4.787. 060 TR=3.637. TR=3.707. PROFILE HORIZ 1 '= 40 ' VERT i '= 4 ' 10+ 00 11 + 00 1 P+00 13+00 14+00 PLAN I " = 40 ' 15+ 00 16+00 17+ 00 SCALE IN FEET 0 40 60 120 160 s } VICTORIA PARK LN. SEE SHEET NO. 3 77.31 23 - N� p0 s =50.0_0 �rL ST. LIGHT -' a 5 �.. d. DWY. KENSINGTON PL. 0 20 o mh 12 yN�" - 16 SEE SHEET NO. 4 � o 6 3 °L n kh Go 7 TYP. v " ' 10+79.59 is o O Z p u 3 3 Q 3 U 0 O 7 YP. r + m } ca o ca is w .+ • a° w O i9 66 �' A 3 n 6 b (o 3 ° o N 6 co ,o, 1� �, N 99 n „ 98 3 97 i 11 96 CROMWELL COURT 3 O u v 1" 22 22' I n n t7 3 `'I 3 3 rn + O a 1i, '+� + c9 3 i9 3 ''r1 t9 ,n (n� In u W r m J �V m f*1 N N v , �G 4 Q .. �00�\ a1 4 n 5 n' 5 56 L 10.0 25 5 " 0 u 7� + UD TL(P ti 10 39 cl. DWY. / U c� W = 16" Q c7 O Ly A, Q6. u 3 0 �� (0 3 09 14.43 L=54.29 55.00 55.00 55.-00 - -52.00 -9.91 18 - - 60 �a by 1 m - - - - - w ^�. F 10+23.00 EG ■ of.:.. (n^ - - - - , - _ B O� 6 �' ---- --- -= -- K 1 c' b� �M O r� cl DWY W 16" J 4 F 2 \�� 3 O r° b �'�G 4 J 5 d. DWY. o° ary 3 e 7 ��, h� OST �'� L C��S rc aA W=12" 0 6 �V > h�2 10F� �O�Ol 13 1 6 44 0 15_ =10+00.00 CROMWELL GT. ST. LIGHT 1 14 �ti tiv 9�c , E O �� ^,1.0 3 3A y� VIN V '1`U V 14 0 _ �' d _PQ 1�"�V GRO 2 6 0 O OM 0 R 0 ST. LIGHT • P.L. 0 10 Tag �I� -{ O' _ etc -. \ cl. OWY. 01 2 ,�E C 9 0_��TC �0 ^ _ --- ; _ 1N1 - a rc 9 4 -+----- _ -+ - i 6 W=�2 3 D . GJ 1w O 3.44 L=37 50 17.5 55 00 55.00 1a ®g 15 71 _ 3 \ a v - �' 47 \\ d. DWY +: a� �� o=i 2 u 3n Q 55 85 _ _ - - V\_twa w 12" L=12 7 7 C� 6 } w + U U ��p n'j O 3 �9 � w c ti 1. [Ip 19 L=41.19 DWT. �� 63 cu �V Q' i3 w u m 3 1) ° r `� 3 ado a r N i9 � = 12 <:4 - -- �-' 46 m V 4 1". ' (, 'A u) r w ca 90 . + 3 ' is \ l -_ u oc r is v 6 91 3 92 a a> � D :� 25 0 m �, �. A ■ �o � u Q ,� .. � 3 , 93 3 a 1 d cn �' CD O J Ln d 6 J O `� V U II N .N-i '_' '"" U Q \ 7 25 5 O �' N Ca��� 3 i O �' N v 3 '" 7 TYP. ~ u 3 94 3 \ u q , l9 N + + N w �v 9 3 3 ° 6 0 N N 0 95- rO + m rO ~ ~ u N ETON DRIVE Q 0 g�APOLE*��0�T°s. TI 0 9 Yoe- f� 3 7 TYP. DESCRIPTION of REVISION DATE APPROVED ' CONSTRUCTION NOTES: � 1 CONSTRUCT 3" A . C . OVER 6 1/2" CL . IT A . B . CITY of RANCHO CUCAMONGA 22� CONSTRUCT 8" W/ 24" GUTTER "A2-8" PER CITY STD . PLAN NO . 104 - - -- - - O CONSTRUCT 6" W/ 24" GUTTER "A2-6" PER CITY STD . PLAN N0 . 104 STREET IMPROVEMENT PL_ �N S 44 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD . PLAN NO . 102 6 103 O CONSTRUCT SIDEWALK PER CITY STD . PLAN N0 . 103 ("W" PER PLAN) FTON DRTVF & CROMWFL 1. COURT © CONSTRUCT STREET LIGHT 5800 LUMEN H F . S . V . BY S .C . E . , PAID FOR AND COORDINATED BY THE DEVELOPER THROUGH THE CITY TRAFFIC DIVISION STA . 10+00 TO STA . 15490 . 12 DATA DATA O7 CONSTRUCT DRIVEWAY APPROACH PER CITY STD . PLAN NO . 101-A STA . 10+00 TO STA . 10+79 . 59 © INSTALL STREET NAME SIGN PER CITY STD . NO . 401-A 6 401-B `J D1 TA/BEARING HAD LEN_/DISI _ TANGENI DEL IA/BE ARING RADIUS LEN./DISI . IANGENI A _. +-- - O9 CONSTRUCT CROSS 6 LONGITUDINAL GUTTER PER CITY STD . PLAN 106- A TRfi�T NO _ 10081 C 209059'58" 38 00 139.2B �� 0°41 '37" 1018. 30 12. 32 6 . 16 12 ADJUST MANHOLE RIM COVER TO GRADE - - ------ -- - - ---- --- -- ---- _ - °-- 7°25'46 ' 500.00 64.B3 32.46 13 ADJUST WATER VALVE COVER TO GRADE 15 33'26" 112.00 30 41 15. 30 +' 14 INSTALL FIRE HYDRANT MARKER PER CITY STD . PLAN NO . 134 D 0 25'59" 982.00 7.42 3. 71 F' of . 7°25'46" 482.00 62.50 31 .29 16 CONSTRUCT CURB TRANSITION (FROM 8" CF TO 6" CF) APPROVED BY: DATE c� c 14 20 '28" 112.00 28.03 14 .09 D G' 10°00'00 ' 102.00 17.80 8.92 20 INSTALL R1 STOP SIGN W/ LIMIT LINE 6 STOP LEGEND CITY ENGINEER _ W R . C . E . �49J3 �J E 0°42'38" 1018.00 12.62 6. 31 122°09' 12 ' 27 00 57.56 48.86 2 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD . PLAN N0. 107-A . ��QR�LTO�Nq- F 25 INSTALLED STREETt,FES pmt NOTES & L1E6E1JD 1 ON SRT. N0.2 , ��Q � Mq ti� DESIGN MADOL E ASSOCIATES, INC. R E NDE D F' 90024 '08" 27.00 42.60 27 . 19 F+' 100000'00 ' 58 00 101 .23 69. 12 2 c, p r _ `c'_ _ �1 o MA SL OF THE INLAND EMPIRE 82000 ' 11" 27.00 38.64 23. 47 `�i 212009' 12" 38 00 140 . 71 2 26 INSTALL STR��T TtS P NOTES I,EGNti 2 T 2� 09 GA µ0 4 Q r � CONSULTING CIVIL ENGINEERS 1O _ cr No . 14814 m r ------ LAND PLANNERS - LAND SURVEYORS -L N DRAWN 10601 CHURCH STREET SUITE 107 SHE t 1 ---------- J 7°06' 14" 1000 .00 123.99 62.07 �I 93025'36" 57.00 92.94 60.52 Exp: 3-31-0i it RANCHO CUCAMDNGA, CA 91730 93032'24" 27.00 44.08 28.72 SL /CB (909)948- 1311 7 4 M - --- 0..- 95°56'21" 27.00 45.21 29.95 4 CIVIC ti cO (� 7°25'46" 1 518.00 67. 17 33.63 OF Cp1IZ Q� CHE CKE_ D i RCE NO 19fi11 DRAWING NO . L 0°35'08" 982.00 10 .04 5.02 MLB DATE _ �j ID( FILE No �-5 7 �. DWG. DATE 6/26/_0`0 PROJECT SHT . N0 . -7- OF I� E3E_NCH MAW.- BENCHMARK NUMBER 63B ELEVATION: 1297.297 24' EAST OF C.L. ETI ANDA AVENUE AND 40' NORTH OF C L. BASELINE BRASS BENCH DISC IN TOP OF NE END L=138.71' O.C. OF 4' x 2' CONCRETE BOX CULVERT 14.35' 50.00" VG 14.36' roo.00l vc PVI=69.81 >.oa vG PROPOSED OP OF Pvl= ss.oa > v=6a.oa N'LY CURB 25' O 'oO 25W ,n L=51.54" D.G. 30' a- 0 n 30 30 fl1Rd TRANS. Ogg ANS. L= 39.28' D.G. 6 > - co PA T. 6' Of TO 8. Of 6' Of TO 8' Of : S1119 00v v = L=138.78' O.G. _ - -_- PV -50.09 U `� .35 _- _ L=38.93' O� 2 O.G. L 40.93' 50.00' VG 30' L=52.3(0. O.G 2 5 507 c9 13.2 w O.G. PVI=64.69 0 w U 0 PVI=48. O w �U 68 ! v V 2 " > 25' v a In > > DC V N V N fn > V > -4 25 �9`9 a '� \ v w \ U 45.39' `n w 44.64' 25 25' w U v > Nr`w a0 43.02' TAN. 44.64' 59.11' TAN. 43.39' > m m r a- T E S �ci m l9> 0 O j ] � O �` `�v r` v F �; a- e)a0 + co 6 iT p - 5P 66 J DD � W >19' �� N \ Nv �U V N n0 �> - W � lS N '+ + l9 0co nV V l l9 40 Q l9 + 4.9 N 0. l9 r+t7 U m � d� et 0 '" � `r � a0 .+It U �0 R a 0 Z 3a' r+� �0 o v \ �N Nl9 + w l9 l9 �+ dJ ap r.�t t b `° N(0 �0 0.50 50 � o.ao� 0.70Z - 50 p v 1.5' 50.5 ' VG �9�� c9 r•0 p.5407. 0.507. 0.507. 6 4 `r 0.807. PVI= 9.56 po 4- 0 > TR=2.Oo PROPOSED TOP OF 48 W >> 25' w TR-O 77. TR=2.007 - TR=0.7 z PROPOSED TOP OF 48 50.00' VC N'LY CURB 62 W'LY. CURB X 0 0 N PVI=63.55 0 Q 38' ai v + 11 �., > 38' v '_ 46 >0� N N v0�9 w 50.00' VG , Tq), � O GROW LINE SURFACE C.L. m "T n 1 N �Ln( IIIVI PVI=G4.G -- _ --- -- - PV = 50.0G a 2.007. + > 122.07' T N. 17 4 68 - a Ln Cr �n v > 50.00 V.G. v 0 p P\, w co t9 ON > GROWN LI E > v O z + + CD 0 25' �`' PVI = 48.21 °-2 > ►+F 141 co 0 a4 to 'n 1 Q9 -4� N N> NO w o 28.03' 25"� 25' W �� QO S O r` J 0 52 r N Ogo 0 N ,--i �� v�� � t�- > � � >+ � CO � 6 6 ` �S N N a to Q9 co r;� O�9 � N� + `� >+ Q9 _ 66 25' 25' " v �l9 r+-.N i(1 r` r++N '+,e) + c� N �`t .+19 r+14 c� r+� djW �9 �N r.� � .-<<9 r '� c6 �> c 1467. 1.037 d L=138.71' O.C. + �,� 50 � �;� � - 50 11 cp 0.507. 14.3 50.00' VG 14.35' - TR=1187. 1- °� - 64 _ 60.00' vc Pvi=Gq.81 PROPOS D FINISHED ��` 48 TR=0.507. PROM D FINISHED 10/1 - 48 Pvia-oa> � 0 � > 6000' vc 3. 2Z '0 �� _ SURFACE @ C.L. w m 25 0° 25' W m Pv=:r08.o8 SURFA E ® C.L. o� 0 62 U 30d Q�U cr 30• 30' L 23.18' L=81.26' O.G. v� 46 L=139.28 O.G. W > v CIDv L=19.01' D.C. 70 ro v cs w L=44.62" O.G. --= , _ O.G. -- - - ----- - r` > r U oc PVI=63.58 v 50.00 VG - O.G. PV? O.G. L-99.64' DIG. - 68 - 50� 2.g0� 25.83 N vcn o awl > v v PVI=50_°9 ; - 50.00 V.G. v > cn O \ a 0 a \ O > N m 25 l'' PVI 48.24 0° 0 6 44.64' t9 U .W t- u 11 \ a a J '�ao u- W 0 r` n 44.64' 25'0 25 \ O c0 O t9 57.99' TAN. 25' 45.39• 0 O `+ 4 0 a0 C N� a ;0 J �' �� O e) + c0 r` �a- 0 0 43.39' r v r v 42.71' TAN. 4 O � \a- - 52 66 - 34j� °� °� J� ����`' �,� ~� �� N 'i Li �� v v - 66 m 9.64 O �� O N N c•i V 25' 25' W + cs > c9 r` Nu- . l9 m F In N \+ 0 U V Itt W 6ColO N t7 k. w \N^N�� 50 �`?to � ao �r �-' 0.707. 0.807 PROPOSED TOP OF e co co 0 N N ^� 0�9'' 0.507. 0.507. 0.50 co co E co v 0.707. 50 s 0� N; ``y a O � � ^ 0.4757. 0-5 6 4 � v v 0.707. S LY. CURB N\ N _ =2.367. PROPOSE TOP OF PH 0 F I L E 48 PROP SED TOP OF - 48 TR=2.007. TR=2.00z SLY. CURB HORI z 1 "= 40 ' - 62 TR-o.5o7 E L . CURB VERT I "= 4 ' 46 10+00 11 +00 12+00 13+00 14+00 PLAN1 40 10+00 11 +00 12+00 SCALE IN FEET 0 40 60 120 160 LSCALF : 1' 40' SAXON DR. .SEE SHEET NO. 10 SUGAR GUM ST. m 7 TY Q SEE SHEET 86 3 m n n x ° 3 85 51 J 7 TYP. J 54 z: 0Z v m ^ p 553 i9 i9 KENSINGTON ° 87 mill O Q f�. N 3 :44.85 L�" (o W °O22 N N 319 03 3 0 n SEE SHEET N0. 4 + 3 56 ° o M 3 � 13 0 � � � � Q .. 1 .S y v 6S 9 '" V 3 L 0 3 O+ 1 2 N 7 TYP. 6 Z co, N .+ to 3 3 6�6 A <�9 N v 9 O N w 66 Jin +� 88 00 3 5 \ my N �b 89,E O w 5 �.1. 9 Flo U/ v two, t- 1" N N IN N Rb V t ( 02 q ru 14 36 L 13 ° 3n `M 1 1 22 22• n ., AZ'. a a o j�9 a3 � N •AA S9 2y 3 6 (.9 - I rl Ila v + oc 2 O S 1ICs11 52 O Q co 6 � P.l co , 6 11.52E=30.33 9 c! 1a `1 ., 0 15 3 ., ON Z a res n a a S '26 mU/ .'• Co r, -2A m N A 6• 2 ��v �aZSa� v 11 9 ti ��o y1• 1� 6 00�! oh ��01bF� �5. v� L-37.5' L= 6 6 6 i 10 0 #t� " t�Ub D 1c9J9 3 O o 0 q3 A 5 0 4 5 �' 2 b�0 b~ pe 'O o 11 �= k ► E`' 14 �• '>> fn 1 ' n 15 cl. pN,y o v - 1Co 4 '(3), �W=1�o O 663e 14 6 - '" � *�ti `� '7� 4 •t � O O TC 4 �'� OU 3 �,'•�?S ..:.0� TYP .��v 0 12 r- 3Tc (c�� �O ��y u Cd C_ a pwY o O o. -- - ,0 fn � J o 10 14 O ' ,p (e'7 7 --��f l q4 �V 0 - 3 M - C� cl. 0 NY N N " s 6S ba - J tib 4 U���V K ._.. 1 3 4), 6 0 = f -- 3 5 1 16 0 - - - L=2 �i 2 -- L-�- �r s a V 1 TC Coh. 57 .99 �� �/ , .-+1 + 2 /� Z �. r 42 71 L-17 45 - _ •. --'� - .�00 Q�( '.00 J, 232• (n 1V- _ a b J 4 v --- L.AO 50 Q� - O -ji`1 a � c�. �1L - 5 94 L=43 Q, 5 �p K] 84 v I 8 5 3 41k 5 } - 6 I 1 G / 3 �. �. r ( o n 20 � -_-_._- L=16.97 L=26 44 �(0 2� 3 N w ig / ° ', 1 t9 I V - O O 3 \ 2 I 17 �. °1.35 L= 21 53.18 2� Cv 10 2 } 83 3 e O v + 53 o I 'f`tP� oc 3 \ c� O 2 f O Q O a / Z 'n n CD 0U � a >- 0 3 n� 5 N U U v CO a�F �� oc � 3 % 3 / O O ' >_: I + W o ^ 3 82 d i + + 1 ° u I 3 O I + m u mQpN 20 � L30 0181 � 3 a I: z7 TYP. � � ' � 3 I o I ` 3 18It TYP. v 3 3 CO°c? 19 co �6 3: ° CD 1 Q J 7 TYP ++ 3 N C o j 2 O 0 WAYMOUTH COURTCID Q A TTn m ADD f BEET lR1rE5 AND CAN5TRUcT10N NOT1:S. AVO J �Y MAVOLE k A550 , DESCRIPTION of REVISION DATE APPROVED CONSTRUCTION NOTES: CITY of RANCHO C DATA I CONSTRUCT 3" A . C . OVER 6 1/2" CL . II A . B . n DfIIA/E3FARING RADIUS FEN./DIST . IANGFNT O CONSTRUCT 8" W/ 24" GUTTER "A2-8" PER CITY STD. PLAN NO . 104 STREET IMPROVEMENT PL. ANS _ _ _- , CONSTRUCT 6" W/ 24" GUTTER " 42-6" PER CITY STD . PLAN NO . 104 0 309°09'03" 38.00 138.71 - O,5 CONSTRUCT SIDEWALK PEERCONSTRUCT HANDICAPPED ACITYSRAMP PER CITY STD . PLAN NO. 103D .( W" PEROPLAN) 6 103 AVON COURT WAYMOUT11 COURT - - -- _- 26021 '51 " 112.00 51 .54 26.23 © CONSTRUCT STREET LIGHT 5800 LUMEN H . P . S . V . BY S . C .E . , PAID FOR AND STA . 10+00 TO SSTA . 13+71 . 02 9°43'23" 112.00 19.01 9.53 COORDINATED BY THE DEVELOPER THROUGH THE CITY TRAFFIC DIVISION DATA STA . 10+00 TO STA . 11 +54 - 00 0 3°36'33" 368.00 23. 18 11 .59 7 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO . 101-A DFI IA/B�FARING RADIUS LFN./DISI IANGFNI ® INSTALL STREET NAME SIGN PER CITY STD . N0 . 401-A iy 401-B ° ]F AC11 NO _ 16081 OE 75°49'28' 27.00 35.73 21 .03 O9 CONSTRUCT CROSS & LONGITUDINAL GUTTER PER CITY STD . PLAN 106-A 78026'03" 27.00 36 .96 22 .03 0 94041 ' 18" 27.00 44 .62 29-30 10 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD . PLAN NO . 300 78026'03" 57.00 78.03 46.52 -- - ("W" PER PLAN) ° 4j G 103°53'48' 27.00 48.96 34 .49 c 98 26'03" 58.00 99.64 67 .23 APPROVED BY: hi DATE _711: - -- 1 CONSTRUCT LOCAL DEPRESSION CASE "A" PER CITY STD . PLAN NO . 307 -- -- - O 81°25'24" 27.00 38.37 23.23 2 ADJUST MANHOLE RIM COVER TO GRADE __30000 '0_0"_.___l_00_.00 52.36 26 . 79 CITY ENGINEER _ _1�w` R . C . E . 24953 a0FES5I0 - -- 6°43'09" 332.00 38.93 19.49 3 ADJUST WATER VALVE COVER TO GRADE 10°00'00 ' 112.00 19.55 9.80 �pQ LTONHAF - -- - --- -- --- 14 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO . 134 -- - - - - - -- �Q �"I + y DESIGN MADOLE 6 SOCIATES, INC. RE ENDED 16°07'57" 350.00 98.55 49.60 210°00'00 38.00 139.28 �,� �`� 90 2p OF THE INLAND EMPIRE 15 CONSTRUCT ROLLED CURB iy GUTTER PER CITY STD . PLAN N0 . 105-A ___ � � o �, MA1SL _ Q Q m CONSULTING CIVIL ENGINEERS - -- to O 12°39'07 ' 368.00 61 .26 40.80 6 CONSTRUCT CURB TRANSITION (FROM B CF TO 6' CF) r No . 14814 m D --------- LAND PLANNERS - LAND SURVEYORS -- - N 200 a 1 00° 112.00 40.43 20.44 02 25 MTALLIEP STPL f TREES PER NOTES X SND 1 OK W. N0,2 . p 11°58'45" 112.00 23.42 11 .75 Exp: 3-3i-oi DRAWN 10601 cHuacH STREET suITE 107 SHE E I dt �t Sl_/CB RANCHO (909)948-1311 91730 ° - -- - 14 1`0 2\ O INSTALL STREET TR.EI S PEI, NOTES Z LEGEND 2 oN wir. No.2. slq �IVT� �! - .-U- --- OF- 209- 14-42" F- -__ 0" 209 14'42" 38.00 138.78 - - - -- Oo 20 '20" 350 .00 93. 70 47. 13 IF OF CAtIF�P� CHECKED _ __- _ -_ RCE NO 1gfli9 DRAWING NO .- 150 -- - MLR-- D A I E of FILE No Q5 PROJECT SHT . NO - _ OF DWG. DATE 6/26/00 E3E_NCH MA11K. BENCHMARK NUMBER 63B ELEVATION: 1297.297 L=139.28' O.G. 24' EAST OF C.L. ETI ANDA AVENUE 14.6 50 00' VG 14.64' BRASS BENCH DISC I TOP OF NE END 60.00' VG AND 40' NORTH OF C L. BASELINE PVI= 60.58 U PVI=61.28 j �0 GO VG = OF 4' x 2' CONCRETE BOX CULVERT w > w > PVI GO.58 L O.G 5 57 88' L 4.44' O.G. 30" to 0 25 !n 25 O co 30 m 30" > TAN. CURB r+ 40.00" VG 6' GF To TRANS.A GF 6.�8 TRANS. a cF L=138.75' O.G. t p > p v w PVI= L=40.78' O.C. 50.00' G 62 - O v 0 > C9 1 U 27.88 U v L=40.02' 56.73 v L=27.96' 0 > Q9 > c9 �n ne > > O.G- L=65.61' O.G. 67.54' TA PVI=57. 3 h N tf] W OC v DL .� O.G. 0 U 007. 1.007. 'n `�m c0 w 't a � \'m m o v 44.37" >� v > 44.38' Qi co J J in v 25' O 25'w 017 O (N c4 �1 �Nk , v �9 0 6 � r �• ? c stn 06 �r0 q �9u ut9kh• `n u ter+ in `ry c. r-- C) vU + -1 t� Vr+Nt� ' �4-t7 u6 co N .-+U m PROPOSE TOP OF � Na? ����vNaD fl- mo r (9N�,6n !nom + o � L,, ,n ,n > 58 - N'LY. URB �,�9 ���,n �• + �`n ��`n `nr�n ���� �� �"n � 0.507. O-5b7. 0.507. 58 0.5 7. 38 TR=0.507_ TR-3.927 TR=3.587. 40.00' V PRO OSED TOP OF 56 2 1.5' 50.00' VG 50.00 VG PVI=56.55 U N' Y. CURB Q Om m PVI= 71.21 U PVI=56 90 �v �; 54 38' > v v 0 m O n 50.00' vG. ►- \O �9 25' O�q� w t9UL9 v L) > > � q �L9 1.5 z O O o ►n.1 > > > U)0 N c9 PVI=57.24 50.00' VC w >L 62 - 0 C9> N 4 w c CLa N O cv N -4 r,�n PVI=57.83 h o, w t4 + .+u� 0 O O� �� �L6 pw O ctn � N m v a- 25' a � � 1.007- n � ',-A,Lr) Eco � 4 �� �`n � c9rn> me) w � A 087 0 tt o N In t to N h � PROPOSED FINISHED 041 �o co "i(c �+� ,�n + r-, � ��� n 58 -- ° Q Su FACE @ C.L. �n 6� -4 +n ~'� �� �n 58 h Ul U7 N!n L=139.28' O.G. rt. !n !n 0. 07. 1.00 . TR=1.17 d 14.64' 14.64' A Fy 56 �OO' vG 1 50.00' vG 0.001 vc 4 g47 4.637. PROPOSED FINISHED 0. PVI-60.58 v PVi=61.28 v v VI=60-58 PART. 40' G SURFACE ® C.L. 0 1; > 48.29' TAN. GLR5 TRANS. PVI=56.58 �j 25' O 25 6• GF TO 8• GF `' V 30' c'I in co 3 v v L=57.77' G. L=42.32" D.C. =138.75' G. c�ao O O co r, w 30" > GURD 1KAN5. L=79. O.G. * > r' O � \ "' 18.29' 6' GF TO 8' GF il 50.00' V 62 - c09 j 0 �9 p � p U L=48.00" O.C. b v > L=30.38" PVI=57.8 1_ .-4 U � u � � J O w 0 co W 1.009. 1.007. 'n co 6 �`' !n v vF?!n c6!n c0 m 2 w -_ -, 14 + t - -- r� � v v c] v ti h vif?�N N rN-+f9 C9 r` n r v V + t7 l9 8C r u� r+In r+to f7 N h r > h N 58 - 3.24 'A� .+r'+� (9 J J w e) �U) n .x.19 �� h w � � N iv N !f? !n N PROPOSED TOP OF n ^ `' v N �. `' 7 0.4947. 0.507 o.so� 5 S'LY. CURB N • o. n ~ to CO In - TR=1.477 PROPOSED TOP OF 56 TR=1.337. TR=1.557. S'LY. CURB 54 P H 0 F ILE HORIZ 1 "= 40 ' VERT 1 "= 4 ' 10+00 1 1 -t 00 12+00 13+00 14+00 PLAN i 40 SCALE IN FEET 0 40 00 120 160 J d ~ Z U Q w z J Z CD nZ W 4J PLS �° KENSINGTON 4 Z Q N 7 TYP. 3 77 T NO• _ 0- Q SEE SHF 6 � � � u 6 mJ 3 A . r- -i 3 X78 m o 76 SOC 66•I �_ u p a? - 4 3 Z ` 5 3 �w ~ O m $� i9 co 3 79 N • �\ L-35.87 n r rn 22 1 x �9 n + + 'n - Z( J N 22 J 4 0 3 e) W 5 21 lT n 1' TYP. to > � O' J � A6.5 5 C 04 o n v 2� S 7) 22 a 3 3r 2~ 6 S6 ���Q� 99 17.38L=23.46 L=41.35 L=13.8 L 5`5 Tc�9 } l9 O TR- At 23ri n 3 m `uoJ L=57 D 6 6 " --^ - K S� 3 12 ST LIGHT J .�A'°6 �9 0A 5� �u(o� ',��A F o ��o�F O Oh^° 14 6 �C,s 1 1 _ _____ P.L. / �� 24.60 Q 24 m ` 23•gy C (o' ��, 4 r-- --- W) b�- --- +�9 - f4 6 w \ O ----- T S> �'� 33 9 N 2 3 SSC S6 13 L 06 i'.. 3 8 T�'36 O 6 64J O �p v is,9848 ��T n 3 lC� M h� G 7.5 J Ai 0 D IqF C l9 -- l J 7 h �i2 V 1 5�I4 O U 4 OG - C �5 �`. LLI \\12 JC F w l } ��J.}} - t - y� Z 3 h O 6 I +,'1 i 11_ _t_ 1 `__L- - A - -L �7. 12 ll.g �t 25 .' t\3 E ZA. Lti� ~ 0g 14.941-=24 61 L=55.60 X8.51 '- 4t � !n cl DW A a ,�h'�C Zti 3 �� v IP4.69--1. 5, W, Y °' (s 6 L' (UF`� L=31 9 or S h G 12 � 59 0] y p, , V � ' W l9 , W 75 _ Gi 4 S O00 �r U u � v } l9 N ' O 14 1 TG p� a hh51-y o 71 372 73 3 � '(� Q G • `�� f >- Q to f7 J Q l9 N + c+ 3 74� c6 c 11 3 wY I 2 6 _ + + 0 Lo o N + n 3 7 ` N 3 a ti v 3 TYP. Q.► 2 60. 0 UD N 9 30 „r .3A. 5 27 L=49 89 W TYP. 3 �y l 29 r3 EYP, MADo�� sti s�s�• _TM � � y, ^; WEMBLEY COURT 0 2a , a- DESCRIPTION of REVISION APPROVED CONSTRUCTION NOTES: CITY of RANCHO CUCAMONGA CONSTRUCT 3 A . C . OVER 6 1/2" CL . IT A . B . Q CONSTRUCT B" W/ 24" GUTTER "A2-8" PER CITY STD . PLAN NO . 104 --- --__ - _. ___-_-- ----------- Q2,' -- --_..-- O3 CONSTRUCT 6" W/ 24" GUTTER "A2-6" PER CITY STD . PLAN N0 . 104 STREET IMPROVEMENT P L_ A N S 4 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD . PLAN NO . 102 6 103 66 5 CONSTRUCT SIDEWALK PER CITY STO .CONSTRUCT STREET LIGHTT 5800 LUMEN PHAP SOV . 1BY S03 'C' E . , PAIDPER FORAND WFMBI FY COURT COORDINATED BY THE DEVELOPER THROUGH THE CITY TRAFFIC DIVISION O7 CONSTRUCT DRIVEWAY APPROACH PER CITY STD . PLAN NO . 101-A STA . 10+00 TO STA . 14+27 . 36 8 INSTALL STREET NAME SIGN PER CITY STD . NO . 401-A 6 401-B O CONSTRUCT CROSS 6 LONGITUDINAL GUTTER PER CITY STD. PLAN 106-A TRACT NO _ 16081 DATA DATA 12 ADJUST MANHOLE RIM COVER TO GRADE DELTA/Hf ARING RADIUS LEN./DISI TAWANI J OF IA/HEARING RAfiflJ`� IEN./DI51 . TANGFNI INSTALL FIRE VALVE COVER TO GRADE 13 ADJUST WATER HYDRANT MARKER PER CITY STD . PLAN NO . 134 APPROVED BY: DATE ��A 210°00 '00" 38.00 139.28 IK, 14° IB' 13" 11 . 00 { 27 .96 14 .05 16 CONSTRUCT CURB TRANSITION (FROM B° CF TO 6" CF-) - - --- 8°03'24" 112.00 15_75 7.89 Iii 209° 12'34" 38 00 _138. 75 QO INSTALL T TREES PER NOTES LEGEtJD 2 014 T �, 2 OFESSIp CITY ENCilNEER - --- - '{ -- R . C . E . _ 4953 q 2 PP N 13024'45" 318.00 74 .44 37. 39 IMl 15032'23" 112.00 30 38 15.28 ��QF��ZLTO/y y�Fyc DESIGN MADOLE ASSOCIATES, INC. RE ENDED i 86032'03" 27.00 40 . 78 25.41 I1J 4027 '43" 1018. 00 79.28 39.66 `' 0ofy MA SL OF THE INLAND EMPIRE + o - - - - - --- - -- W Q r rte* _- CONSULTING CIVIL ENGINEERS - 29°33'05' 112.00 57. 77 29.54 )) 4 37 44' 1000 00 � 80 .79 40 . 42 Q 7 No . 14814 m p _______ -__ \ � DRAWN LAND PLANNERS - LAND SURVEYORS N 101-52'09" 27.00 48.00 33.26 IBJ 1 3°OB'41" 282.00 15.46 7.74 1 RANCHO CUCA D G0601 CHURCH EA,T CAU 91730 ITE 107 S H E E 89047'48" 27.00 42.32 26.90 - -- - - -' --- - SL�CB (909)948-1311 9 14 M Exp: 3-31-Of I - - - -- - - - --- - q fI VI-- oP � -- Q( -- R C E N o 148.14 DRAWING N O . H 84055' 17" 27.00 40.02 24 .71 lF --- -�} - ---- --- sl - CALIF p CHECKED �"� J 37°33' 17" 300.00 196.64 102.00 z 3049' 41" 982.00 65.61 32.82 ML B DAT E FILE No ZS PROJECT SHT . NO . �_ OF ��_ DWG . DATE 6/26/00 BENCH MARK: BENCHMARK NUMBER 63B ELEVATION: 1297.297 24' EAST OF C.L. ETI ANDA AVENUE AND 40' NORTH OF C L. BASELINE BRASS BENCH DISC IN TOP OF NE END OF 4' x 2' CONCRETE BOX CULVERT L=139.23' O.C. 30.00' V.G.. 50.00 V.G. L= PVI=48.30 I PVI=51.52 L=33.09' L=69.33' O.C. L= 2.30" O.G. 34.72' L=44. 9' O.G. L=3G,qG 25' v 25' 44-G2'> v w L=42.04' O.G. > t9 w 0 � v \ J ca L=71.61' O.G. a- y- y CIDl9 r- o[ v oc O> l9 v < \ � r!c� °0 J t9 N !n W \ C 1 T� + U �• J 52 - � � > �� 0 0 o,� -4 w �� 140 00 �v > 0.50 0.507. .n 4 `+� v v "t 0 co ^N p + ai + n N 0.517. 0.5057_ �v d d `� + ``) N O 0)v .+�r v uo ao di m 50 -- 0.498X � �r + 6 � c6 v _ 0.4987, v c6 50 T =0.507, 0.5037. OJ09_ 48 - 38' - PROPOSED TOP OF TR=o.5o7 TR=0.807 48 ►- O N L . CURB 1.5' PROPOSED FINISHED Q 50.0 ' V.G. 50.00" Y.G, v P.V.I. 51.51 u PVI-50.93 SURFACE ® C.L. 46 `�. N Uo+ + N On r- n O 0. CT O[ 50.00' .G. 52 - >0u; Oji O0 + `Ap N� v 74.32" TAN. o b O �9 O N t �L" u-v PVI=48. 1 .1n O �n r, co cv w to > > 28.03- 0 �n n O r `r m 25' 25' 1" 50 - Q., 1.00q TR=1.177. 0.507. w All c6 C6 CID 1: c6 _ 50It 14- v Q 0.507. 1.067 48 -- - 48 L�139.23' O.G. 50.00' V.G. L=26.01 46 PVI=51.52 O'G' L=79.34' O.G. > 0 > L=10(.13' O.G. L=99.64' O.G. 44.62' Z 1n 0 25' 6 44.61' 57.52' TAN. �w IV v L=74.23' O.G. L=O.80' r c� tt \ c� r ap p a- oc 50.00 .G. -40� w 1-4 ,s> ,� , ; � �� �^ CID O �c) �U PVI = 4E.23 52 - �' ' 0.50 0.507. `n O� .±+0 n� co �m vw Nm > > 0.507. .�cn `r O Q e^ CO n 43.59' TAN. 25,0 25, O 4QI.64' k9 0 0.4927. �v 0.5107. �� �� tc6 �- �w � co '`?> `r apV 50 "- .4867. r+v ao v w - 50 0.507. .-4 v r.1t � c6 c6 � 0.4857_ v 0507- 48 507. 4 8 - PROPOSED TOP OF F�R 0 F 1 L E- - 48 S'LY. CURB HORI Z 1 " = 40 ' VERT I "= 4 ' -- 46 10+00 It -+ 00 12+00 13+00 14+00 PLAN I " = 40 ' 15+00 16+00 SCALE IN FEET 0 40 E30 120 160 . _ O � �z O 37 Q WAYMOUTH CT. 38 o U o .9 TYP 7 SUFFOLK PL. SEE SHEET N0. 8 �'tP / 36 p SEE SHEET NO. 6 7. co � A � �, w m LOT 47 LOT 48 �� O =aolsa o 6 w = ° oc rn 6 a`o cc) 0 - - - - - - - _ f o� zo 25 _ O a- 34 " 6 w 1 ". � 6 �v > o �� I TIM. ° 3 0 31 18 A 18 Q N N `' ^ 53 b� SIDEWALK Pf,R LANDS�PE IMPRDYEMENT v; 6A I -=c �'4 3j.12 C m 2rl cv vA�hF A9�sr I 57 O u� 1- ll�l 3 56 ab�bF�' v pt-aN5 2 of q SND L.-3 of . 5 25 TIP N 6 a s� + Ln � ,� 39 d. DWY- O ti - - - - L=4 e 25 TfP 2b 5 0 Ec I 0 6 L=46.84 L=21.93 L=33_i i 9.84 21 r O v ti -W=12 OJ b _ f,, L=34.44 Ol$ O 73.34 12 4 b r �. Qa 42.82 L=42 40 L=28.33-+-_ Q A f �O t K DA�� - R - -' _ o ao +` O cl. MY. J N : 6 -__ h a O r I Ap.�V I�E �b�b 4 �.� _ -� 1 G, ^ 5 AF u 16+03.48 SAXON DR. G 40 W=I2 so 1 = --- r--�_ +_1�°'�a�� -14 9 2 �`'JA,�ti�tiF p °° ro # �J P �b �� 12 11 O � - --10-D0.00--.-- -- -- - -- ui s 3 r�se �'�� O 12 7co 00 !2 __ k _ ----- WA OUTr+ GT. b � 3� 0 oYM H �• N _ - i _ -� - --- 13 13 6 ah -�--- -� o`er h 1 w Asti CID �p 1 v�0 i --'C b a0co k �� 0 -- -- _ �•�4,z 2 7 L=SO 44 :_=46 63 - + -1 _ - -- --- - \ -_ x __ B w 33 L=23 6B -- - - \ 1 43. 42 14. 42 U L 3 L=55 OB m - .. _8 41 "/ U 14 L=25 0 L=30 84 24. 16 38.20 L=16.8a L=55 06 'n14.87 21 35 �_ +1- v m ~ � o I N L 15.7 22 24 L=33.76 \ a i9 3 44� 3n is } _"� Up a 3 } / 5 210 "11 � In \ N _ _ 3 43 Q " + 45 . �- .� } Q Q Q . - yp. -J W 3 2 LOT A GRADIN G V 42 v 3 O V ~ V N ''' H 46 l9 3 } W �j N D �� co \ o a3 � „ 47 A � o ° 480 . �, 49 � " " 50 00 51 3 3 � N .T.S. + 3 + n N x `' N 3 u- O a " 0 3 � 3 LOT A I � J1= J " °0 v + 3 0 3 52 in v 7 TYP- '" N 0� 3 7 TYP. z c� O'n + + " AVV STRTT �tMe7 4. C095MUCTlO N . AVV LLT*Ar' G"D I N G Rjkh , 5Y MAPDI,Ic t A650- 9 Y o- - SAXON DRIVE 0 DESCRIPTION o f REVISION DATE APPROVED CONSTRUCTION NOTES: CITY of RANCHO CUCAMONGA U CONSTRUCT 3" A . C . OVER 6 1/2" CL . II A . B . O2 CONSTRUCT 8" W/ 24" GUTTER "A2-8" PER CITY STD. PLAN N0 . 104 -" - -- -- I O3 CONSTRUCT 6" W/ 24" GUTTER "A2-6" PER CITY STD . PLAN NO . 104 STREET IMPROVEMENT P L A N S '3) CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PLAN NO . 102 fL 103 O6O CONSTRUCT STREET LIGHTT 5800 LUMEN ONSTRUCT SIDEWALK PER CITY SID . PHAP. SOV . 1BY S CO3 'E - PAIDPER FORAND SAXON DR T VE COORDINATED BY THE DEVELOPER THROUGH THE CITY TRAFFIC DIVISION DATA DATA O7 CONSTRUCT DRIVEWAY APPROACH PER CITY STD . PLAN NO . 101-A STA . 10+00 TO STA . 16+03 . 48 ® INSTALL STREET NAME SIGN PER CITY STD . NO. 401-A 6 401-B DEI TA/E3EArt I NG RAD TUS +LEN-/DIST . TANGfNI of 1A/E3EARI NG F�AUILF" LEN-/DISI lANf,ENI _ D__ _ ; - + --_ _ _ OO9 CONSTRUC? CROSS 6 LONGITUDINAL GUTTER PER CITY STD - PLAN 106-A TRACT NO _ 16081 O 209-55'P4 ' 38 00 139 23 J a 07'09" 1518 ';0 109 . 13 54 59 10 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD . PLAN NO 300 -- --- -- - - -- -- ------ -- -- - -- - ----- --- ("W" PER PLAN) C 16°55'49" 112 00 33.09 16.67 4°07'09" 1500 .00 107 .84 53.94 -- - ---- -- 11 CONSTRUCT LOCAL DEPRESSION CASE "A" PER CITY STD . PLAN NO . 307 -- . -_ -7 - .8 APPROVED BY: - DATE On 2°40 '50" 1482.00 69.33 34 .67 0 j 4010'41" 982.00 71 .61 35.82 12 ADJUST MANHOLE RIM COVER TO GRADE 3°06'23" 1518.00 82.30 41 . 16 J 4° 10'41 " 1000 .00 72.92 36.48 13 ADJUST WATER VALVE COVER TO GRADE CITY ENGINEER _ . _ R R . C C . E . 24953 rl 14 INSTALL FIRE HYDRANT MARKER PER CITY STD . PLAN NO . 134 QAOFESSIp - - __-_- 0 i°20 '32" 1482.00 34.72 17 . 36 J 4010'41" 1018 00 74 .23 37. i3 15 CONSTRUCT ROLLED CURB 6 GUTTER PER CITY STD . PLAN NO . 105-A Q�� �t1LTON q�F �i y DESIGN MAOF T 6 NLAND TES• INC . R�(u� NDE D O 6027' 14" 1500 .00 168.96 84 .57 �� '; 78026'03" 27 .00 36.96 22.03 � �,`' �O �ry OF THE INLAND EMPIRE r� - - 2 O INSTAL-LeV STAT ZRk�S PIAL NOTES Yt LEGEM? 1 OR %T- NO, 2 . � o MA�SL-- O 13018'26" 112.00 26 .01 13.07 n 10000,00" 102.00 17 .80 8.92 W F r r^ CONSULTING CIVIL ENGINEERS �p .._.._- ¢ -3 No . 14814 m v _ - LAND PLANNERS - LAND SURVEYORS --- N O- -- - _ - -- 2 O INSTALL 9 R EET TFZFES PE-A NQS R t t�D I ON SNT 90. 2 , M H 2°59'41" 1518.00 79.34 39.68 98°26'03" 58.00 99.54 67 .23 DRAWN 10601 CHURCH STREET SUITE 107 S H E E I -�-_ -_ Exp: 3-31-01 RANCHO CUCAMONGA, CA 91730 r 30 06'23 1500 .0 81 .33 40 .67 r�, 78°26'03" 57 .00 78.03 46.52 SL/CB (909)948-1311 10 14 sr OF-- --- neo - - O 3°06'23" 1462.00 80 .35 40 16 4p CIVIC �ti - - - ---- - I F OF °� RCE No 14814 DRAWING NO . O_ 93°34' 16" 27.00 44 .09 28. 74 _- Z cA�iF CHECKED L 89 12'21' 27.00 42.04 26.63 I -� MLB TE t �_� FILE No �s 7_ PROJECT SHT . NO . /0 OF DWG. DATE 6/26/00