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HomeMy WebLinkAbout1999 BENCH MARK: IN THE CITY OF RANCHO CUCAMONGA 2" BRASS DISK IN CONCRETE HEADWALL STAMPED "CITY OF RANCHO CUCAMONGA FERAL NOT ES COUNTY OF SAN BERNARDINO BM 10089 1987" AT SOUTHWEST CORNER OF BANYAN STREET AND EAST AVENUE ELEVATION = 1504.031 FT EEO TION = 459.343 M 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE CITY OF RANCHO TRACT NO. 14759-2 CUCAMONGA STANDARDS AND THE STANDARDS SPECIFICATIONS FOR PUBLIC WORKS BASIS OF BEARING: CONSTRUCTION CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE NORTH LINE OF SECTION 27 RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATION. STREET IMPROVEMENT PLANS 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENTS WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO OLSON ; AV Suer ° THE CITY OF RANCHO CUCAMONGA. \ � �u� �ry�Cv - - PROJECT �7r1 11114JG/� -) 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZED HIMSELF WITH ♦ �' \ I THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES \` I sn-E RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH \' SHEET i - TITLE SHEET 1 BANYAN ST FACILITIES ARE SHOWN ON THESE PLANS , �� SHEET 2 - PINECONE WAY STA. 1+00.00 TO 4+50.00 f � CASHEW WAY STA. 1+00.00 TO 3+27.01 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING 1 > > DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO `�\ ACT V. 14��� 1 SHEET 3 - PINECONE WAY STA. 4+50.00 TO 9+46.93 CUCAMONGA EASEMENT OR RIGHT-OF-WAY. % / ROSE WAY STA. 1+00.00 TO 3+00. 13 M04LAND AV � SHEET 4 - WESTWOOD WAY STA. 1+00.00 TO 5+59.57 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES i \`r' �� PARKMEADOW PLACE STA. 1+00.00 TO 3+41.59 S SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT MOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING r �0-) SHEET 5 - DOVE CANYON WAY STA. 7+00.00 TO 10+47.08 W VICINITY MAP STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE �` Lf�T " WEEPING WILLOW COURT STA. 1+00.00 TO 2+53.58 N.T.S. AREAS. 3N SHEET 6 - DOVE CANYON WAY STA. 1+00.00 TO 7+00.00 6. ALL SEWER, WATER ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS OR WALNUT GROVE COURT STA. 1+00.00 TO 2+21.23 CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. �F� �L,QQ.S� � SHEET 7 - GROVE W000 PLACE STA. 1+43.48 TO 7+03.64 TU COMT l-7VV T]ON NOTES OUAN111 !GS 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING 1 TRANO, 14�J� ORIGINAL GROUND AN ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY - y \f �' Q- �OA0Tp� �� Ar^�� Cnp �� � 1 CONSTRUCT 3" A.C. PAVEMENT OVER 4" A.B. 136, 121 S.F. HOPPEOF RANCHO CUCAMONGA ANDA WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL \\ 4 Aj ` STREET - BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE f/ /t� S 4 2� CONSTRUCT 6" CURB & GUTTER PER CITY STD. N0. 104 7,494 L.F. MATERIALS AND/OR SURFACING. �'�' 3 1. ALL STREET TREES ARE CITY STANDARD PLANS TO BE PLANTED IN ACCORDANCE WITH O CONSTRUCT 4" P.C.C. SIDEWALK (W=4') PER CITY STD. NO. 103 7,426 L.F. 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ( ,�;.� / 2 1 PARK SITE 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY ! O .� O CONSTRUCT HANDICAPPED ACCESS SINGLE RAMP PER CITY STD. NO. 102 14 E4. 1 AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. 1�P INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES 0 MAY REQUIRE BACKFILL SOIL AMENDMENTS. AS DETERMINED BY Q CONSTRUCT CROSS GUTTER PER (W=6') CITY STD. N0. 106-A 3 EA. 9, PRIOR TO INSTALLATION OF ANY PAVING A MATERIALS REPORT SHALL BE SUBMITTED TO THE �06 THE CITY INSPECTOR. Qs NOT USED THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY. SIEVE 8ALL STREET TREES ARE SUBJECT TO INSPECTION AND ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. �� �+t;' ,ry 7 \ � 3 ACCEPTANCE BY THE ENGINEERING DIVISION. O ADJUST MANHOLE TO GRADE 15 EA. 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TEST TAKEN �� l 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT 8 ADJUST WATER VALVE TO GRADE 15 EA. TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL). 3 41 / 5 ocb PLANS ONLY. Q INSTALL 9500 LUMEN H.P.S.V. STREET LIGHT BY S.C.E. PAID FOR AND 37 EA. 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY 1 4 4 y COORDINATED BY DEVELOPER MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE 5 � 63 10 CONSTRUCT LOCAL DEPRESSION PER CITY STD. NO. 307 (CASE B) 1 Eq. ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE <o�� 62 10 O GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. , 4 5 5 y -4� 11 11 INSTALL STREET NAME SIGN PER CITY STD. NO. 401-8 11 E4. G' P 2 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT 5 3 6 , ey, 3 R/W I R/W 12 INSTALL STOP SIGN PER CITY STD. NO. 401-8 8 EA. REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED c'.p 4 4 L 60' I " AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO 5 oL�� 04- 6 5 13 PROVIDE PAVEMENT MARKING WORD STOP" WITH STOP BAR 8 E4. PAVING. 4 -.�cc LUQ �" ZG 0 12' 36' 12' PER CALTRANS STD. N0. A24D SEE DETAIL SHT 1 q 9 �'�� 8 7 as' a' is is a' 0.5' 14 CONSTRUCT DRIVE WAY PER CITY STD. NO. 101 (W=16') 76 EA. 13. THE ESTIMATED QUANTITY FOR EACH SPECIFIC ITEM OF THE WORK DESIGNATED ON THE 14 8 PLANS SHALL BE CONSIDERED AS APPROXIMATE ONLY AND NO GUARANTEE 1S MADE 2 15 3 0 19 CONSTRUCT DRIVE WAY PER CITY STD. NO. 101 (W=12') 9 EA. THAT THE QUANTITIES WHICH CAN BE DETERMINED BY COMPUTATIONS, BASED ON THE ���" 1 DETAILS AND DIMENSIONS SHOWN ON THE PLANS, WILL EQUAL THE ESTIMATED QUANTITIES. 1 13r_ 2 2_ 1.70% 1.70% _ is INSTALL R26 SIGN ON STREET LIGHT STD. 2 E4. THE ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE2 23 OF THE OWNER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION AND BE RESPONSIBLE 0 �, 24 3 3 17 INSTALL R26(B) "NO PARKING HERE TO CORNER" 1 E4. RESPONSIBLE FOR HIS OWN CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF 1 SIGN ON POST 50' S/0 R1 WORK, OR PORTION THEREOF, REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED 9 I 6 2 2 18 INSTALL R26 SIGN AND RED AND WHITE R8 1A ON POST 2 E4. IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS TYPICAL I N T R A C T OF WORK. 19 INSTALL R26 SIGN AND RED AND WHITE R8113 ON POST 2 EA. 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBER 401-A SECTION 0 INSTALL R26 SIGN AND POST 1 Eq AND 401-B SHALL BE CONSTRUCTED AT EACH INTERSECTION. NTS. 21 REMOVE EXISTING BARRICADE 4 Eq. T.I.=5 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR R =78 ©s REMOVE CMP PIPE AND RISER INLET 1 E4. THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON ENGINEER FTORRAPPRDEAPLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY L. INDEX MAP © REMOVE CONCRETE COLLAR 1 EA PAINT 4" SOLID DOUBLE YELLOW 275 L.F. 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY SCALE: 1"=300' 12" INSTALL SPEED LIMIT R2 (25) SIGN 2 E4. STATE, THROUGHOUTCONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. ©o 8' 8' INSTALL W53 SIGN 1 E4. 17, CONTACT ALL UTILITY COMPANIES AS REQUIRED 2 WORKING DAYS PRIOR TO EXCAVATION. 31 STREET TREES SHALL BE INSTALLED PER THE NOTES AND LEGEND ON SHEET 1 PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: 6' 4" 4'-8 ' 32 PROVIDE PAVEMENT MARKING NUMBER 725" 2 EA. A. CUCAMONGA COUNTY WATER DISTRICT ATTENTION: JIM CLINE PER CALTRANS STD. NO. A24C. SEE DETAIL SHT 1. 10440 ASHFORD STREET, TELEPHONE: (909) 987-2591 ,3 CALTRANS STD 02 CALTRANS S T D RANCHO CUCAMONGA, CA 91730-0638 NO . A 2 4 D NO . A 2 4 C B. SOUTHERN CALIFORNIA EDISON ATTENTION: DAVID QUEZADA 7951 REDWOOD AVENUE TELEPHONE: (909) 352-6240 TREE LEGEND FONTANA, CA 92336 MIN.GROEXISTING SURVEY MONUMENTATION C. SOUTHERN CALIFORNIA GAS COMPANY ATTENTION: JESUS GARCIA STREET NAME BOTANICAL NAME COMMON NAME SPACE SPACING SIZE SYM. QUANTITY 216 N. EUCLID AVENUE TELEPHONE: (800) 427-2200 RES. SPACE I hereby certify that i have identified all survey monuments of record(s) that could be disturbed by ONTARIO, CA 91762 TELEPHONE. (800) 427-2000 COMM. 40' 0.C. 15 GAL this project. All said monuments which currently exist in the field are shown on these plans and are PARKMEADOW PLACE QUERCUS ILEX HOLLY OAK 5' MIN. 7 described as follows: z D. GENERAL TELEPHONE TELEPHONE. (800) 483-3000 35' O.C. 15 GAL 585-A NORTH MOUNTAIN AVENUE _ KOELREUTERIA LAN UPLAND, CA 91786 HOPPE STREET PANICULATA GOLDENRAIN TREE 5' MIN. 3 1a Fd. PK nail and tin dn. 0.15' no ref., accepted as the centerline intersection of Wilson Ave. �ONP �,s and Wardman Bullock Road C-3 o E. METROPOLITAN WATER DISTRICT ATTENTION: FRED ADAMI ROSE WAY QUERCUS ILEX HOLLY OAK 5MIN. NO. DESCRIPTION OF REVISION DATE ' 40' 0.C. 15 GAL 6 � 3 � � clTr 700 N. MORENO AVENUE TELEPHONE: (909) 593-7474 N11. 3821 APPROVED LA VERNE, CA 91750 Dated ______------------------___ EXP. 06/30/06 PINECONE WAY LAGERSTROEMIA USKOGE 'INDICA CRAPE MYRTLE 3' 20' O.C. 24" BOX V 38 William Addingtion, L.S. 3821 CITY OF RANCHO CUCAAMGA MUSKOGEE MIN. �-1 Prior to obtaining a construction permit for the project, a copy of the corner record filed by a ` q qualified R.C.E. or L.S. with the County Surveyor for each monument showing the references to be IF OF CA��F� PRIVATE ENGWEEF'S NOTICE TO CONTRACTORS CASHEW WAY QUERCUS ILEX HOLLY OAK 5' 40' 0.C. 15 GAL (D 5 used to reset that monument after completion of the project shall be provided to the City. STREET IMPROVEMENT PLANS - MIN. s THE EXISTENCE AND LOCATION OF ANY UNDERGROUND OR OVERHEAD UTILITIES OR Prior to obtaining a certificate of completion for the project, a copy of the corner record filed by a TRACT�p ACT 14759-2 STRUCTURES SHOWN ON THESE PLANS ARE APPROXIMATE. THE ENGINEER ASSUMES PITTOSPORUM WILLOW 20' O.C. 15 GAL WESTWOOD WAY 3' 19 qualified R.C.E. or L.S. with the County Surveyor for the resetting of the existing monuments and NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITES OR PHILLYRAEOIDES PITTOSPORUM MIN, the related permanent witness monuments after completion of the project shall be provided to the IRRIGATION 0 RESPONSIBLE LINES FOR NOTIFYING AL LOCATION UTI ITYNOT ANDS RR GA TION COMPANIES ES PRIOR THE CONTRACTOR ALL TO BE 20' 0 C 24" BOX City. TITLE SHEET DOVE CANYON WAY LAGER TROEMIAUSKOGE 'INDICA CRAPE MYRTLE 3' 24 BOX V 30 �; WORK TO ACCURATELY IDENTIFY THESE LOCATIONS, WHETHER OR NOT SHOWN HEREON, MUSKOGEE MIN. �/ - - CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE OR PROTECTION OF THESE LINES. PHASED Approved By DATE: O UTILITY RELOCATIONS MAY BE NECESSARY AND SHALL BE THE CONTRACTOR'S CITY ENGINEER RCE NO. 24953 RESPONSIBILITY TO CLOSELY COORDINATE HIS ACTIVITIES WITH THOSE OF ALL UTILITY WEEPING WILLOW COURTPI7TOSPORUM WILLOW 20' 0.C. 15 GALQ COMPANIES. THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND PHILLYRAEOIDES PITTOSPORUM 3 MIN. 8 OQRpFESSIpNq� DESIGNED 8Y: RECOMMENDED: SERVICE ALERT (U.S.A.) PHONE 1-800-422-4133 TWO (2) WORKING DAYS PRIOR TO NOTICE TO CONTRACTOR ys��� Rloy�y LBE _=AEI CAC- - DIGGING. NO CONSTRUCTION PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE PITTOSPORUM WILLOW 20 O.C. 15 GAL 48 HOURS BEFORE YOU DIG W5 DRAWN BY: _ _ SHEEV VALID INVOLVING UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY WALNUT GROVE COURT 3 6 CONTRACTOR SHALL INSPECT AND VERIFY PROJECT SITE ria, C054703 A -- - -- - - PHILLYRAEOIDES PITTOSPORUM MIN. Q CALL EXP. 12/31/05 00 IDENTIFICATION NUMBER ISSUED BY U.S.A. CONDITIONS INCLUDING LOCATION AND ELEVATIONS OF * OS 937 SOUTH VIA LATA 1 in UNDERGROUND SERVICE ALERT ALL EXISTING IMPROVEMENTS AND SHALL REPORT ALL SUITE 500 OF PITTOSPORUM WILLOW 20' 0.C. 15 GAL DISCREPANCIES TO THE ENGINEER PRIOR TO `�� CN CHECKED BY. COLTON, CA 92324 DRAWING NO. ,3 GROVEWOOD PLACE 3 Q36 of c � PHILLYRAEOIDES PITTOSPORUM MIN. 1 -800-422-4133 CONSTRUCTION. 01 JCP PH. (909) 783-0101 FAX (909) 783-0108 l 99q PROJECT SHEET NO. OF BENCH MARK 41.56+' 2" BRASS"DISK 1N CONCRETE HEADWALL 1 t �' s STAMPED CITY OF RANCHO CUCAMONGA BM , + 3 e + .- i �. -.�. ,. . . ..:. , ; s RB RETURN _ _�_. CU PVI STA f+71.56 � � " 3 S # : - 10089 1987 ATSOUTHWEST 4 } CORNER I RB TRANSl11 i i s e = F I i I i s i 1 146 f i E PN ELEV 0. 0 i � � it a i i + 1V ND 4 r + t $n c `caou , , , i t { � ` ;. � I OF SUMMIT AVENUE AND EAST AVENUE A/4 a4 a4 a4 F315RID i i ® LEFT CURB i _ i \ � ELEVATION 1504.031 FT f I , F t F t ; # + , + , r ! i , } CokrT 4C OR To VRI ' f�9RfOR to `G`GNS7��U�T►C IV ® LEFT CURB _ + a = 1 ; i� W+ x ELEVATION 459.343 M i 4 Ls i y \ 47.oo vO�f7. -4 7 76' O' #f:70' OC w �•- ^ CURB RETURN - CURB RETURN CURB RETURN `, z- ,� -_ i ZO.ST 60.00' VC i �' �,' o w I i BASIS OF BEARING NOR 1N LINE OF SECTION 27 t l 1 J* N4 J* N4 0!4 N/4 �N4 N4 1 1 .r '02 n ` N 1 ' �/4 O/4 n/4 �/4 j +! i PVI ELEV - 1455.58 { `i ` 7]7�r _ I !}y� m I - r i _ _ ^ ^ - wZ ...r_ At w h M w i � N N w .7y t � ^ V Z w � s t f4 ` - -..�-.�..."' ♦ _ .-,'.�--� a--,-. ^ ^ ^ ' O ° .....«:_.,. �_..�._.- w i : a ; t ., .F-,�- � ��4Vo `.�T :.M.. .1 1 b +«....,,a,.e•...t b. ...e,. - .....o-..--.<..4.- <.-..«_ - E.,.++t.-, «[,..- .-t..,.--. ._ ,.,..--.-4. _..r- -. W ` �. � ° ,n �F 2 43� _ fz f4 � ` TAN. GR. w w w + w w w w w w w w 0.8 J F 1 N � � � 3+63.59 PROPOSED TOP � . i N' ' w v v ?+62.96 , 1 1 S } w t �- OF LEFT CURB I c/L z a O C C. NO 3 (� N 1458.42 TC � C.B. NO 4 1� •- ` 3 1458.71 7L v i i 1457.871457.57 FLO+ �S � �R� NDP70�OSEd 17p - it i i S 1i W d N E� SING GROUND G O t ' OC /L OF LEFT CURB ® CIL 40.00' O VC i W i i t f1 si J , i i e . x i i} o� wa�s $ PVST +69.01 PN ST +99.01 td ^ 1458.58 PR ELEV=1457.51 2O 3 PVELEV= � aO O m$ + Wz_ 4 t O ` j 3 W 4 1 �.,y� / IC } I , y t{ � 4 x t i ,. 00 - s ♦ I tp Ip O ^ rr 1 i I w w } 7 .� L� $ i O Z ?1.05' 21.05 21.05' ZT 05 w R' •- w + I i /''' N .f + { i' Q N w Q i N Ql w ♦► w s .. - - - - - _w,..^-.. . _.tea�� x, __ .. _ .-. ...._ .. <.,., <....� �_ - -_ ,.-...,.__ _... - _ _. _ /}',��//�/ (/�' .+..+4.....+b� __ �.» r .-- .a,.. ..A.�-. ,.6�-.�...+ww>�+ �`.,-...d-. .:+-. .t., ..4-.--. ..-+�.' l jj�� CIL_3,: .,-» .. .., J 4 V V V iL J k---P " w ^ ..-#.--_ -1 TVO V f L fl �.i..,-...1, * + N ,__.. J ,.e.�_. . _.w<.•._a .,.,>-+i- .«:...+..i-.-, _*� w.. . irF..,..- tt^^ � �N ► U ; �o _: _ 0.84 40.94• VC p� IW 8aoo' w f -1 N w � CURB RETURN PIR STA 1+70.94 \ 1 S CURB TRANS17I i x w i PVI ELEV = 146Q 11 .?ft }per 57� - P 0 O�E1S f'INISH f 1 PROPOSED FINISH n/4 M4 e!4 TAN. GR. RFA C SURFACE ® CIL ; i SU CE ® /L 1 4 W � # h 7 � L I. 1 N f 1 N w Di f 1 t f I t 1 S OFFSET V� ROIII N E t # 1 t i 1 e h t i t • e t i w W i , + 4 OC i 1 A. i � , } w �O Z W • i t w ! 39. ! w 3 f 8 r { � � 1 i 7 •w F i � N o _ RB RETURN ; I w � CU = h I PVI V. m ELEV.- A14_:-- aD os i - `.� O RIGHT CURB a4a4 a4 al4 1 1455.81 h i i ! os w (� g n F t $ { 1 4 # W w i ! r I r I � 77 i k k { 1 1 S ^ 1 3 s1 "7 w t r Q 1 N i i t t i i � N c i 1 s w N w w N w w w E w 1 S f 1 S 1 r a , , _.. _ a 3 er ,� z. ,_.y ._ _. _.a . _ -_ 6O 450 r 246x >:S•3X s i R° + Y M , 1. w TAN. w i w 1 1 , 1 w i PROPOSED' TOP i I i F r, } Z 1 1 1 I t ({ 1 � OF RIGHT CURB 3 i S i { S s } G OUNO m 1 w PROPOSED TOP R i , � RIGHT CURB 4 8 1. t , a E L i , OF RIGHT CURB TAN. GR. , tR41?7� { a 1 4 f 1 i t i 1 ) , , i i N GR. f a 1 4 4 f i F 4 f 1 i t S ; t 7 4 { i - E d t i I - r r i E i i 1 s i i i i } t t t r t S , , 4 k r PROFILE SCALES J L S i F f i t t ! t t 1 ; i # , } r r 1 i i t I S 1 t. i f S 4 9 : r f , 2 f S I i H RI 0 Z.: 1 "=40' , t " , 1 1 i VERT. 1 4 1 +00 2+00 3+00 4+00 1 +00 2+00 3+00 14 DRAWING NO. 1+00.00 PINECONE WAY C INT. - M SEE LEFT 7 = 1+00.00 GROVEWOOD PL. CIL 40 SEE RIGHT CIL C 9 SHT 17 OF 25 �k 39 14 CASHEW WA Y CIL CB N0. 3 0 } 3 BANYAN ST. o z PINECONE WAY 38 L:34.69' L ?,EC 14 41 BCR j 77 SEE TR-14759-1 m oaf �• G 14 " I 1 ECR 14 O I I 9 77 + u 6. -- w O I ►L�� ECR N v g ' �- BC " 55.4 �g �s9• 31 c'bv I I Bgp.09 �, 2. Q I v I 1+44.55 R ECR BCR i:, 7 r\G ', 74 T BC v .r v '� 3 163.7 12 9� 4 h S S6 V '� cv to + G 29 3 JOIN IMP. ER N ( �� 58• + Ij rn TR 14759 f N 2+76.50 tic 2 N N 6� TC 74 29 M I '4 ` 60.83 TC - - - -102.50'- - aC / =?5 E ti / 9' 1+00.00 CASHEW WAY C/L INT. (I \ \ 6 CF 131.95' 3 4 37 E TC1��Ar k �s� d k 5, IOUl Q W = 51+97.79 BANYAN ST. CIL I EC r4• p! G L S6 H 2+pp <. - - 3+27.01 CASHEW WAY C INT. 45 lC M `T8 J=/ - K h�ry .3 OpE 4 o h�.Gv (n `. 8 - c^a 1 2 58.51 K 2+95.89 PINECONE WAY CIL 7 O 57 �C'7 A X609. C T S�1 CPROp F 45 9 '\8„ SEvmr% °°._. Z_W � 13 2+flD N33"07<42"W _ TC Z7T.1N i l �a 'Y 9 F 57, 6 +DO 1 58.24 - 21 CF c� i cn ^ 6 / 0'Q 1 j J W I PROP. CIL --+ 75 C ? C 1 1, N TC (n o ro 8" SEWS 0 s D m X �p8? Cho C --- 8 2 _ U I 32 J \\\ rs TC - //,� 1: SF �Y 4y + F- / " WATER S O� X ? w m I I y�A A QO -S C� x0 7 L�0.77' 5.03 =29.68w + I I II co no ry 3 122.20 31 BCR r_ ? c,,, + Ln 9 12 I 42 g rn + w � co 14 �`O 1+43.52 ECR 2+79.48 4 5�' •�� '� o + �'' I I JOIN IMP. PER SG SHEET 2 �c 3 OF 10 FOR EXISTING 4C + N N 73 } l i'� �I BCR TR 14759-1 i STORM T ORTRDRAI N IMPROVEMENTS BANYAN ST. 41 J' SHEET 2 & 3 OF 10 FOR EXISTING 76 N � rn m 14 ECR STORM DRAIN IMPROVEMENTS u v PER TR 14759-1 NO. 20 14 75 ,4 9 74 SEE TR 14759-1 �`PINECONE 76 DRAwrNG N0. 2000-D T. 17 OF 25 SEE LE WA Y FT 2+95.89 PINECONE WAY C INT. DRA WING NO. 7 - 3+27.01 CASHEW WAY CIL ----- GRAPHIC SCALE 40 0 20 40 80 PINECONE y CASHEW y 1 " = 40' 1 CURVE/LINE DATA DELTA/BEAFM RADIUS LEN./DIST. TANCIENT CONSTRUCTION NOTES DESCRIPTION OF REVISION DATE CITY A APPROVED 8436'59" 57.00' 84.18' 51.88' B N86'5 7'21"E - 74.23' - O1 CONSTRUCT 3" A.C. PAVEMENT OVER 4" A.B. PAVEMENT 13 PER PROVCAL RANSIDE M STD. NOENT . A24D.WORDING "STOP" "DETAIL SHT STOP BAR �.i11 1 OF (MACHO =AMONGA C N11'40'04"W - 58.03' - 2O CONSTRUCT 6" CURB AND GUTTER PER CITY STD. 104 14 CONSTRUCT DRIVEWAY PER CITY STD. NO. 101 (W=16') D 10'00'00" ,. 102.00' 17.80' 8.92' O CONSTRUCT 4" P.C.C. SIDEWALK (W=4') PER CITY STD. N0. 103 21 REMOVE EXISTING BARRICADE STREE7" IMPROVEMENT PLAN E N09 44 00 W - 43.59 PHVECONE WAY AND CASHEW WAY 99'53'54" 58.00' 101.13' 69.00' O CONSTRUCT HANDICAPPED ACCESS SINGLE RAMP PER CITY STD. 102 CONSTRUCT LOCAL DEPRESSION PER CITY STD. NO. 307 (CASE C) G N89'S0'06"W - 43.59' - O7 ADJUST MANHOLE TO GRADE WAY STA 1+00 00 TO STA 4+5000 ~ H N8919 5'51" 102.00' 34.89' 17.62' �8 PAINT 4" SOLID DOUBLE YELLOW CA&*V: WAY STA 1+00 00 TOnSTA 3+27.01 ! 05'26'36" 282.00' 26.79' 13.41' O ADJUST WATER VALVE TO GRADE �g INSTALL SPEED LIMIT R2 (25) SIGN, AND LEGEND7RA�� � L 98'15'09" 27.00' 46.30' 31.20' O INSTALL 9500 LUMEN H.P.S.V. STREET LIGHT BY S.C.E. PAID FOR Approved By DATE: AND COORDINATED BY DEVELOPER. 31 STREET TREES SHALL BE INSTALLED PER THE NOTES CITY ENGINEER RCE N0. 249 3 K 101'13'17" 27.00' 47. 70' 32.88' AND LEGEND ON SHEET 1 pFEss QR ION DESIGNED BY: RECOMMEN ED: y L 8436'59" 27.00' 39.87' 24.58' 1 1 INSTALL STREET NAME SIGN PER CITY STD. NO. 401-B 32 PROVIDE PAVEMENT MARKING NUMBER 725" ���°o�� R' v�yl��y :y M 22'41'39" 318.00' 125.96' 63.81' PER CALTRANS STD. NO. A24C. SEE DETAIL SHT 1. � oy LVB =AE • C 12 INSTALL STOP SIGN PER CITY STD. NO. 401-8 W , DRAWN BY. _ _- HEET.11 oe N0. C054703 o !!!!�9 E N� I N E E F3 ■ N WA N 16'32 20 318.00 91.79 46.22 'n 0 4437'00" 300.00' 233.61' 123.09' P. 12/31/05 * OS 937 SOUTH VIA SUITE 500 LATA 2 OF-7 D J? CNA. CHECKED BY: COLTON, CA 92324 DRAWING NO. OF JCP PH. (909) 783-0101 FAX (909) 783-0108 l 9 q 9 PROJECT SHEET NO. OF i . BENCH MARK RA A 2» BRASS DISK IN CONCRETE HEADWALL + i F # i t i S k a }t 7 t 1 t ( + f1 f i d gg i{ i { i ! e1 t i E f STAMPED "CITY OF RANCHO CUCAM N A BM , E f s t .. : € , t t -, » ..1- ,. ... , .. a {.,.. ., ,.t.. l .._g ...3 _ 6 -i-. 1- •.i-. TL.N M' .{.. ; PVI STA-7+33.61 1 1 AT W CORNER t ! s _ RB RETURN t i 0089 987 SOUTHWEST CO E s j i t PVI EL.EV-1461.51 I t ! 8 i 4 CU .,._ .t ;� a _ _� _ _� � .1 � --1 �" � Y - OF SUMMIT AVENUE AND EAST AVENUE i �. � + i CURB TRANSITION t s i r^ yt i S 4 # 1 i y ,i '4 •� ' ! j } s 't, F i Y/ i t 17 ` �V i I ; i 't ' i i 4 4 t i t t - # ! # ' � t � # _� ELEVATION 1504.031 FT � # ; ELEVATION - 459.343 M Cq $ ' i + " / ; $ st t t PV! STA. 1+79.00 i 1 #. .o I 'f' C N 1 NA T�7 VER1 Y TD 1 i _ _ o, PVI UEV=1467.58 ao os t!f 1 p �w t� f i O I- . . �. U nl 1p i i t 3_ k + AN. GR. i * I 9 i. BASIS OF BEARING - NORTH LINE OF SECTION 27 s 1 i _ - ( _ _� .,._ :, s. ..�. .. .t _ t � � � ••. � # t� }`�' �fo� 43.59' j / / i f E W ^F h ' OU 4] • t t # ¢ j + ^ r ✓ I i i - ^ O^ i t 4 z e t I ~ V Q Ico 10 � 1� T t h � -- (- . � + �. . � -� �. � � � d Z n L 111.35 43.59 17.80 .,, a �. ^ _•_ � � �- + .e,. y S �l 3 �Q t t W L 1 +� `.,� t 1 55.68' 55.675 ` E 1466 LT ---- --- t..,�_,,� __v, i j I # __� 4 a �1• _� _ j } 'EXVSTING GPO(�N v) 4t t t # I PROPOSED TOP ? f f ►� AN. GR. t g m i li.l # ^ f i i - � Y � t • URB t t � � LEFT CUR to � t ,. ,� m # OF LEFT C ® B g r mm � } t i '�� �. I Z � j t � � t w � i i t _ ` { { + # I O r i . + i 4 t 3 - _ t e PVI ST 7+33.41 H # € 1 # \ 1 � � PR�P�3S�D TdP k I i t i € t t 1 N � t � ~ ! i 3 } , 4 � i 4 � � i • W .� � 4 i i ` # j { 4 € j 4 S + #, t 1 : s # j 1 .. PVi 146r.4a 4 3. _�. . , . #. OF LEFT CURB . '� f i - 4 t i t i t ! 4 i } b� 4 d _ +POF�OSED FINISH � ni1ND 1 �- - .� • � � � �- # � L` (4 J, f l I � F � i i '.. _'. � -.. ., -t. �w �.-_ �.,... _T -�. g.. .�.. ..�.. 7. �. .F- __f 3 ..Y •^ \ t � S [ SURFACE ;� Q �' t I «. g i •. t o SU E ® CIL O LEFT CURB # - g +^ e - 311 t Q , r 7 1 i Z�. I r t O! ^ I. + (�•r . i / t j �' t I ; Q : ,•••- t t i f t i I 1if 33 W �7 t i i ♦ � , � 11 j 't : t t f t ! / I ,. .. .,, PR 6P t 1 •aty-� i , i � i 8 h t �� IIIV ai i j ^ �I��A i s i # SURFACE ® CRO 1 to .I «� d ;� i , # =2z t=sit t�+22 W t - s,.�sr ��3� . ; p� # ! t CN . j r+3SUI RNI!MM WAY ;--40 /It i € t I i + �.. N .- F { ...t 1 . s 1 t g. •- i- ( QD t 3 1 i+00.00 M�ESTWC?OD WAY C € ,.a �1i • _ 71 f. € �� � � � i� M t 'I' � U EXVS`RNG GROUV D f i , # # I t m # t t PROPOSM FWSH _ __ .- - f I i i 1 , , , SURFACE yC/OLj .� t i 4 41 .� f `s 1 i a i i s ! # 2 i _ ! ! • �► 1 I . : t r t 1 iRETURNi f 4 r r sb tp t s t i ! 1 R i t t 3 TUN U , ! e i r t i 1 I e/4 A/4 4/4 e/ 4 e,/4 i E 1 I 1 r a. _,. ..- tc F � � •-tCURB RETURN } CURB TRANSITION `� i ! jj ctpp , 1 i 4 t 1 (�/ W •tF Oi i ( # + i ` i tXt !!!Y d FINISH Z •- O(d,i t } t } i t g� + .- i # j i k f a'4 e/ e/ 4 i vW i .. ^ b t f i ' i i i i I i _ # SURFACE O CIS -_ -4 �3 � t # CROWN ; W CS ^ �-• � + �:W_ i � � I � + f t t i t � ' t i ^ � I # i \ + # R ; t $ W o t ROPOSED OP - - t , t , e 4 i _ i� T i t , ' i _ 1 a �.j� I t { tt 1 i t ^ h f� (�f - • ! f ..;_ ; t i � � n ' 1 t i.. t F f i ( � �_ �. •� ^ g� OF RIGHT CURB } ' Ics i S 1 h a i �_. (ij{j{ � �� 1 .1 - ^ t 1 t t { } i ! t qq S 7 j t t F � + i i , , # i 1 V PVI ELEV- 5 . _ R7` e M 46-6T ' e ., . ... _ .,_ _. _ 70 ! 1 - r 4 1465 83 O) , f • i ; .!. i. 8 t i s an Q i t t PROPOSED TOP ! �7riNNf� y E`XI G GV#0 � i I t t .2f � - !� -� i -1 - t � ! jt f �' t 4 4 OF RIGHT CURB � � ® RIGHT CURB , # � ► i � ! `� y �F € t 1 ( i �E � i '• ' ! 1 { 4 1 t I s t`X t 7*G G-00UND i Q s i I s i i # f ® RrGHr CURB i I t 1 4 r 4 i � w � t , ( i i S I E } , ' I 1 � s i # 4 'e r F ' , `y is • i S i 4 f j i f t .�.. g F t t , ! : ` i t t + i , I � � # 1 � i y { { t i E t ( a s e � t t 1 1 f 7 } r i t ! I f i 4 i t .¢.. i ..` I ! ; 1 ; t S TAN. GR. ..4 ( a a ` t { t { t s s i , { r i t i i } { t PROFILE SCALES i , : 1 "=40'- # # 1 HOR1Z.. 1 -40 }} i t } i i t + i + s ' VERT. 1 =4 t ± 4 t t 4+00 5+00 6+00 7+00 8+00 9+00 1 +00 2+00 DRAWING NO. SHT. 17 OF 25 n BANYAN ST. LOT "F" =m SEE TR-14759-1 V --� i PARK mD'� III � rn� ECR to 1 i 1 1+49.00 BCR 12 17 (n SHEET 3 do 4 OF 8 FOR EXISTING n w TR 1 IMP, PER BC m STORM DRAiN iMPROVEMENTS I 7R 14759-1 EC 3 2 (n m PER TR 14759-1 I I \ 1+99.42 BC J 43.59' 9 16 -� DRAWING NO. 2000-D �` 50.42' L=1 •71 14 7+33.61 PINECONE WAY C INT. D � I I I \ C!� 9 V 1+00.00 ROSE WAY C iNT. I 13 _ I .61 K 66.64 R6.07 � 3+00.13 ROSE WAY C/L INT. Q X14 / = 1+00.00 WESTWOOD WAY C/L 14 9 14 + _ = 57+98.78 BANYAN ST. CIL I II rn r7 _s�4 �OflFS TC 7C-MOC �• = 9+91.93 PiNECONE WAY C/L o h 78 _ O � ,.� // N 4 14 14 9 14 �`' o n 1 CFZOYVRt O�fSEfi : 3+0 h 8 .� .� 8566.i9LI 0 ui D N Q '? �o Q Z R o o m ( `I� PR C 32 A 0 co �'��.9 I 66.52 6FS 1 4. M 7.43' // °+' U 1 ,°c�' 02 °0 o UJ R 31 v4 + + rn 65.43 �p I 10�i o `s 6&22 17 !/• L to a m + TC (� - (� ..61 TC L (�/ FS 73' + 'o ` I � 9`Cf .77 III0 + + + 00 35.71' 62.22 II 6. 8 TER P G �l! L=65.46' ^ ^ ^ I / 5.13 5.31 / L•65.7 L-65.74' L=30.05' Q X510 '� X5.74 II ( '� 1+45.00 ECR10 90.00' 2 Lit .5 TC A C 6 2i ------ - -- -- 63 64.37 (� FS 9 I I I� I / JOIN IMP PER- 00 3 - - - 6 0 BC (V 8SE N�R B - 63 FS 9+00 1 II O TR 14759-1 WZ _�o 5 4 l_C 1 6+00 3 E 1.6 2 - 7C N30' 2'36"E _ 1 o STA 9+46.93 C "' • 7+00 FS 8+00 1 2 7 � 1 II 00 U I I I BCR N 2 855.13 31 ---- -- 2 o III�I I . � �I cv -� -�- -- PROP. C/L 1.13 8 D / - TO € TC _. -- D I 11 0 V 60.0 19 94' _ - Tc I 1 �� ^SII 1 85 �-'t��� 9 LO 110 BANYAN ST. 00 EC 72; m ., L X9.00' '�' 1F 40 + � L 2.18' L=73.56' � BCR EC o SEE TR 14759-1 64 31 14 71 h 70 3 + 6+90.10ECR ���" o � �� � + + 31 � 3 N SHT. 17 OF 25 FS MATCHLINE STA. 8+91.22 BC to uPI NECONE WA Y 4 �`GW ^ ^ 1 DRAWING NO. SEE LEFT 14 g 69 i i.. lc�o 11 18 � WESTWOOD WA Y SEE SHEET 4 CURVE/LINE DATA ROSE y PINECONEy 0 DELTA/BEARM RADIUS L EK/DIST. TANGENT A N45'39'00"E - 63.81' CITY B 14'46'24" 1300.00' 335.20 168.53' DESCRIPTION OF REVISION DATE APPROVED 71 CONSTRUCTION NOTES C 0746'12 1318.00' 178.74' 89.51' 88'04'58 27.00' 41.51' 26.11' CITY OF RANCHO CUCAMONGA O1 CONSTRUCT 3" A.C. PAVEMENT OVER 4" A.B. PAVEMENT 13 PER VIDE PAVEMENT MARKING KING ORD "STOP" WITH SHT STOP BAR E 14'46'25" 1282.00' 330.56' 166.20' „ F 03'10'08" 1318.00' 72.89' 36.46' S7REET IMPROVEMENT PLAN 2O CONSTRUCT 6 CURB AND GUTTER PER CITY STD. NO. 104 14 CONSTRUCT DRIVEWAY PER CITY STD. NO. 101 (W=16 ) G 90'00'00" 27.00' 42.41' 27.00' PINIECONE WAY AND ROSE WAY u 30 CONSTRUCT 4" P.C.C. SIDEWALK (W=4') PER CITY STD. NO. 103 16 INSTALL R26 SIGN ON STREET LIGHT STD. H N59'07'24"W - 200.13' GRAPHIC SCALE WAY STA 4+50.00 TO STA 9+46.913 O7 ADJUST MANHOLE TO GRADE INSTALL R26(8) "NO PARKING HERE TO CORNER" I N 71'16'45"W - 56.99' - 40 0 20 40 80 ROSE WAY STA N-0000 TTOn STA 3. 00.13 `n 8O ADJUST WATER VALVE TO GRADE SIGN ON POST 50' S/0 R1 J 10'00'00" 11 102-00' 17.80' 8.92' �. - _ 40 ACT7JJ-2 18 INSTALL R26 SIGN, AND RED AND WHITE R81 A ON POST K N69'07 25 W 43.59' Approved By - DATE: Og INSTALL 9500 LUMEN H.P.S.V. STREET LIGHT BY S.C.E. L 90'00'00" 57.00' 89.54' 57.00' CITY ENGINEER RCE N0. 24953 PAiD FOR AND COORDINATED BY DEVELOPER. 21 REMOVE EXISTING BARRICADE 1 1 INSTALL STREET NAME SIGN PER CITY STD. NO. 401-8 M 110'00'03" 58.00' 111.35' 82.83' ���QgOFRS quo DESIGNED BY: RECOMME ED: �8 PAINT 4 SOLID DOUBLE YELLOW N N43'O1'57"E - 56.99' - Sc� loy ti LBE =AEI CAc MWCIIIIIIIIIIIIIIIIIIIIIIIYV- 12 INSTALL STOP SiGN PER CITY STD. NO. 401-B �9 INSTALL SPEED LIMIT R2 (25) SIGN, AND LEGEND 0 N40'52'37"E - 43.59' - W DRAWN BY: END ■ N E R ■ N v� HEEV oc N0. C054703 A P 10'00'01 102.00' 17.80' 8.92' EXP. 12/31/05 OS OF 7 P 31 STREET TREES SHALL BE INSTALLED PER THE NOTES AND LEGEND ON SHEET 1 937 SUITE 500 LATA 3 �41f CNL CHECKED BY: COLTON, CA 92324 DRAWING NO. 32 PROVIDE PAVEMENT MARKING NUMBER "25" PER CALTRANS STD. NO. A24C. SEE DETAIL SHT 1. ` I9 1 JCP PH. (909) 783-0101 FAX (909) 783-0108 PROJECT SHEET NO. OF BENCH MA K _ i 1 2 2 BRASS DISK IN CONCRETE HEADWALL t � „ f t i 4 3 i t I t { I i i e 7 { i 3 i S t i 1 i� 3 ( � ; E � STAMPED CITY OF RANCHO CUCAMONGA BM , I I RB RN ! : i r 3 i t 3 I i ' 1 ' I { CURB TRANS t i i t t i f 1 10089 1987 AT SOUTHWEST CORNER < Al. ! i ( i # I i i CURB RETURN { E i ) ! ! I ! f 1 t }. 00' VC' ' 4l�A33� VC 52`38'. ! f f � _. { -. E_ G%1(SI/iYVV D I � r � 9 � _� � ! � � � 3 _ 1473.62 OF SUMMIT AVENUE AND EAST AVENUE i PVI STA 2+35.49 i 3 i . PVI # f f , /4 D/4 4/4 e,/ ! URB I { ELEVATION = 1504.031 FT { f i •W ELEV 1 f � w i 4 � t { 3 t O LEFT C � o , ! t aI " � t ae PVI ELEV 1475.72 r ii i. I #. �. � � .i { � � .Nr :3 �. I ,� � ELEVATION = 459.343 M _ S i z N + m r. , I .. � � � ; N � - _,. 3 � -.. .�. _ t. � -I .,. -1- I ._ _ ._t .� ..{. _.�. r - � � O ► a n h •3 I g n - - i -i.. • �3 ��t _!� � 4 4z t! i fi � } t #. t{3 t9 -. .� � _ w w w � { { (V { f _ NORTH LINE OF SECTION 27BASIS OF BEARING+ P o �6p y t I i J i { k , s OF LEFT : CURS w ►'� 1�� , � � � � � a � i i f .. _� , _ I # i PRQPOSEb TOP ; 4 z<-- OF LEFT CURB t � m `� I � ^ � ^ " � 3 i5 b w t. .e.�• s i ^46� WIn t a 3 3 f }} t N \ ` O� � N 1 n + w� , i k 2 OC i i 3 i s 9 h i E s Z I i 1 f Z 1 w 41 i i w t t 7 f } W i f , ! L i k i i 1 I - t i t f i f i n •1 8 F 4 1 i+ i 3 . � i J # I # { • i , : ; t a f s i PROPO�'E L IN►SI-1 i ixt*G' GROUND ! { t s a SURFACE ® 1.0 7 i ! { 3 N f { ,, O LEFT CURB ,. 1 16.0& 1 Q ! 7OP -� I 1 i a �! 4 i f r i t] t i 1 r ! g ; . i -. { _ t g - i OF LEFT CURB l I ! I 1 I s ~` c�' i I� t w PVI STA-1+48.00 3 -• � � I t 8 Z� I i ♦ i� !.. ^ s i • t ! i f f : f t ! i ! t ; 3 4 3 "�v w hb ! `r_4 I foo PW ELEV-1460.43 t w f w n o L 4.3 9" I fo i a ! 3 { f I d 3 ! i g w , E7TS'IT1N� ,ROUND . r w i •; : � t. .F { ! E s I ` � t I 'f , � � •_ � � { I .j _[ i { "f r i e r f 3 A I t w ; V t ! 1 i ! { y i w fro, { -r j •- ' # r E } F It ! ! Y O LEFT CURB w f �.. E' f - - I i ... ..i I-- # ... .{ .. .r ,i ,i t�. -{ }. s` w 8 + w w i W ! i { e • ! f i I 3 i 'Y v vF 31 ♦ 1 t `f - o �•y� r # + { { h ! e I 1 3 _ s t 3 i { "! 1 o: { Q t t { ° ! f t ; 3 t i { i (- �. M O # 3 1 ! "f ! l ' L/�IJ V � t i N t f N i fi n 7 tt w 1 - .. -- I t £ ! t -. }. f t w O C V I I Cyt //(�� , X t t , # t { ! i $ i ♦ + 1 i ( v� 4- 3 114 3 i } i M E �('� 66 .b - x ..,., 475 of w f t- i i i _> i t 3 t � P'ROiPOfSEb ASN i t I t i - 1 E : - F { I { 1 � i � 1 I ? t ! I J SURFACE O C 'PNO#OS�ED FINISH j �' i i t i I ' 6 `Er GOWN 1 +� as EXi'S7�1Na ' GRADE 3 i O i I i ; 1 I. { CURB RETURN` E a SURFACE '® CIL I I 3 i f i CURB TRANS r - j i t f i.. # i 4 i p ••► F i yyr i ! i i 1 , CURB RETURN , 3 3 120.91 Lai 17. 3 ; i i t i i I EXISTING `Gl�Ot�ND 1 ► 4 4 4 ! ! w i t .r •r a .46 =80 46 i f / � � ; i � t 'I � ► � O , 4 I ; 1 o t ® RIGHT R I ! � ! { t W n �'� � E .r, i 1 f { 61�7WG N � F � �. 1 � P�QEV = 1473.78t g m - - NOUND +pp �y 33 j� j VC t { w w � •� a f ♦ f i N w i ' ! Q 1 ! ! 1 � � t 1 PVI STA : 5+0253 ,} t � I ! E f �u 2 s r t 1 t i. •._. .. _ # .. d - __. i.- ..., _ I.._ .1 \ . . 1446-043 - 1. . ._. _ . .. _.. ! t 1 i ^ , _[ ,' PN ELEY + 1 c i r.1� Uj 9 3 C 1 + { 3 t t �? 1F 1 t { V F •f► V W^h t I ? I I } m u7 AT ! lax W { 2 N F- PROPOSED TOP` Z t - r O r e , ( � t iits f Q >-W t -� OF RIGHT CURB' s ff De t, 1' 3 E YS i I I V G `GI7 L�,/I V iJ /� 6 . i ® RIGHT CURB . : ; 1 ( 3 g Q i { i k ! 3 t a 1 � { � � w ! V 3 t r � � i � i 3 1 i �� I �, �• , i 1 j 3 `� i ! f i i �� t O�OS ! t f 3� # - k - f J f I 1 r t i } i i # , { { y F 3 i i + 3t t 1 t f I � � - -i -: Z ;. i �. ! .J. .� r:_ ..�. .�.- _ .{ •ti i F_ r ¢ ._ _ .. L__.- - i .. .. 1 _ -... S { W OF RIGHT CURB = O { I OF RIGHT CURB i t { 6 f i � f i � t f ; • 1 � t ! 1 i i t 1 # 1 t Q i 3 t r 1 1 i i { 1 t i t i ° i 1 i t { t ^i � F ! 1 f 3 s � i f - i 4 I t + 31 ..,a•► � t t � ` -.�. :f I PROFILE SCALES J. L. E , i S 3 „ , ► I j I i i O RIGHT CURB f - t 1 i { HORiZ.: 1 40 ! 1 i I { i E .� ., .� ..}. _ VERT. 1 4 ; 1 +00 2+00 3+00 4+00 5+00 1 +00 2+00 3+00 SEE SHEET A Y PINECON uGNT _�� I EX. ST. 7 OF 9 It BCR 14 SHT. 12 9 4 RAWNG NO. 1HOPPE ST. ECR 1+44.25 14 14 14 m in 14 EXISnNG3566_2 1 " 2 g a" 14 5 DRAWING N0. 1598 SH T. 6 OF 9 PER 18' T' END OF CONSTRUCTION 82 6 `'Q °f 31 + J"+' + 00 o EXISTING YOUNGS CANYON ROAD EX. C&G- '4 16 1` JOIN io 97ISTING IMP. 4.44' ± " 60.00 " 1.98 L 5 PER 13566-L EX. SIDEWALK- 1 11 1 t� it ` ACT gORY• a3 x 6 2 •rR 4 c"' ,� �4 TRACT BOUNDARY 1 72.59 a ` -60 -- - - - - - - `�S?• 6 �"� 7 EX. C&G I I I i I III �II II + or TC EC1. 0 13 Z co C 3 x III I 4 -2f00 )� 3+Ot7 t=.__ _ v EX. SIDEWALK I 11 I I I I 1 9 P 7 .7 T 1 c 200.67' ; 54.23 EER sOOp nh. I II ' II I 11 7 .59 Z L BC 01 61.6 N54 02'14 W �,��� 'V I I I I I 3 TC l iD � � IT'S B ap >,. FS_. °ROP C � •-"�{T- `•° I I I 1 1" 12 81 $' D a » w N N "WA TE I ( 1 a I L O T G 3+57.77 BCR o 4- ► J I 01 SO � O ��� 73.30 TC 1+00.00 WESTWOOD WAY C/L INT. 54.44' N 60.00' 41.98'x, m L=25.42' ,>6 y4.^ 3? ��, 46 Q- rn n N h 4 1 �, 6 2 I 2+88.50 ECR F 7+33.61 PINECONE WAY CIL y S ,�• I 8 f ` \ o cclyne of 1 I ! I \ 31 3 74.26 TC .60 0 19 6� ECR + �i i o ,, 3 cV S,ss' \ o I I \ '3 FS +44.25 69 14 14 14 '� h S 1+00.00 PARKMEADOW PLACE CIL INT. \ MpC,�b 0 J 9 68 6 6 O O`' OO' = 26+90.92 YOUNGS CANYON ROAD 1 I PROP. C fi 7.0� TC a - 7 96 GRAPHIC SCALE BCR 7 14 N ,P �- 0 21 M X \� V 1 0 2 " 115 S 74. 3 LIP +00 Fy t k 40 0 20 40 80 8 0 I 1 1 - - I N09 08'10 E (L FS _ D S� _ I �¢ 6 9�S?• /� 1 I I �/14k �� 77.09 TC _ o� 2���0' M I RONfiI T ��4 _ R 5 73.59 TC I - 40' T 9 16 P/NECONE WAY 1 18"WATER s" G� e 0 be K MOC h lot.�c SEE SHEET 3 64 31 �(��• I ( / 3+41.59 PARKMEADOW PLACE C W 71YOOD y �hX I I ! / 18 3 m W 74.35 = 3+04.67 HOPPE ST. CIL !`w�� I I / / ch P FS m N v! �Q 3 TC �- �- 1:11$3 O1+65.70 CR � a a VQ� I J JOIN IMP. PER + 19 Lor F a CURVE/LINE DATA BAR TR-14759-1 PARK I � YOUNGS CANYON ROAD DELTA/BEARM(�1 R►aus LEWDIST. TANGENT SEE TR-14759-1 ' A 21'43'14" 300.00' 1)3.73' 57.56' � SH T. 15 OF 25 c B N54'02'14"W - 153. 73' - DRA KING NO. CITY �� DESCRIPTION OF REVISION DATE APPROVED C N54 02 14 W - 153.5 7 - D 8804'58" 27.00' 41.51' 26.11' C3Y OF RANCHO CMAMONGA E 22'15'36" 282.00' 109.56' 55,48' PARKMEADOW PLACE F 22'13'43" 318.00' 123.37' 62.47' CONSTRUCTION NOTES STREET IMPROVEMENT PLAN G N32'19'00"W - 88.16' - 1�1 CONSTRUCT 3" A.C. PAVEMENT OVER 4" A.B. PAVEMENT O " WESTWOOD WAY AND PARKMEADOW PLACE 13 PROVIDE PAVEMENT MARKING WORD STOP WITH STOP BAR WAY STA 1f00.00 TO STA 5+58.57 ` H N32'19'00"W - 145.21' - PER CALTRANS STD. N0. A24D. SEE DETAIL SHT 1. WESTWOM 1 99 26'23" 27.00' 46.86' 31.86' 2O CONSTRUCT 6" CURB AND GUTTER PER CITY STD. N0. 104 14 CONSTRUCT DRIVEWAY PER CITY STD. NO. 101 (W=16') P W WAY STA 1.00.00 TO 3+4t.% J 99 26'23" 57.00' 98.93' 67.26' O3 CONSTRUCT 4" P.C.C. SIDEWALK (W=4') PER CITY STD. N0. 103 18 INSTALL R26 SIGN AND RED AND WHITE R81A ON POST 1 rU`'1CT 4759-2 K 119 2622" 58.00' 120.91' 99.33' 4O CONSTRUCT HANDICAPPED ACCESS SINGLE RAMP PER CITY STD. 102 i g INSTALL R26 SIGN AND RED AND WHITE R81 B ON POST Approved By ` ' DATE: O O " L 176'59'04"E - 54.53' - CITY ENGINEER RCE N0. 24953 M N21753'27"E - 54.35' O7 ADJUST MANHOLE TO GRADE �0 INSTALL R26 SIGN AND POST 0FESS O Q !ON'�l DESIGNED BY: RECOMMENDED: N N79'41'47"E - 43.59' - �_AE' SC�� O9 INSTALL 9500 LUMEN H.P.S.V. STREET LIGHT BY S.C.E. 21 REMOVE EXISTING BARRICADE ,��,S�o rpyy LBE • 0 N 19'08 09 E - 43.59 - n �'"'� PAID FOR AND COORDINATED BY DEVELOPER E N C� N E E R■ N C� 31 STREET TREES SHALL BE INSTALLED PER THE NOTES AND LEGEND ON SHEET 1 No. 0054703 DRAWN BY: _- - _ _ SHEET CT) P 10.00'00" 102.00 17.80' 8.92' EXP. 12/31/05 OS 937 SOUTH VIA LATA 4 7 11 INSTALL STREET NAME SIGN PER C17Y STD. NO. 401-B * SUITE 500 OF 12 INSTALL STOP SiGN PER CiTY STD. N0. 401-B .�lf�CNA` o CHECKED BY. COLTON, CA 92324 DRAWING NO. JCP PH. (909) 783-0101 FAX (909) 783-0108 PROJECT SHEET NO. OF BENCH MARK E i } 3 ! t i 3 9 _ �� 'Ii t._ . ,1i #- ttt! i 1s Ij. t ijI �i` ?�. \'t1 it € c �# s a - � 1�4 ii# +i -_ (i� ,i �l4 _ r�'}-•-- '3�- - .. k(i �(` i 4 (I X �if!( 1 1s # � a, I a+ _ _fitft . fR .�� .. -.�t i l ; E 2 BRASS DISK IN CONCRETE HEADWALL STAMPED "CITY OF RANCHO CUCAMONGA BM 10089 1987 AT SOUTHWEST CORNER® LEFT CURB � L uulyu• _ ® LEFT CURB ELEVATION 1504.031 FTOF SUMMIT AVENUE AND EAST AVENUE , • j k r 3 t ,..� i I i .e _ _ - 4Z1 OC 44f t�L` t { ; ( ; t ELEVATION - 459.343 M 1 t I I 11 t 1 I ( a I ( } I z , 8�' t t R R TURN { _ 1 _ t - 1 � - � i - CURB RN CUB E /� Y � , _ , � .,;} i t j . .� �. .�_ � - � I.. i f i C # t t 1 i PVI ELEV=1441.78 i i 1 i F 4 r ijcam+ &14 '•'/t �Y► ( T:X i F f { f f } ( 44 0/4 0114 € y t t t 1 t 1 X , , e t BASIS OF BEARING NORTH LINE OF SECTION 27 \ �: ! i t i j i I t / PAR TIAL. da00' V i } I { F i t t t • i / t t ; t S 4 � # s ; t q I ' •: � � • � � _ � � ;.. _.�. 1, ..�. 1, t t �. � t. ,1 i t "�" � i � � PN EiEV = 1447.76 t i 1 1 1 1 F O h H ( f I t { # ( ; t s ( ( fi I i / 84 oV. ' t t , r f W 2Q. �- .�. tt �._ .�._ ,,• EL = 1446.63 30.00 l + - .:..- ` / E a -•�_ .'. 'P ; _ "P" f ji -�-' / PVI ELEY t I # I + �� ^ T _ { p ^ `i -11 t `r I i i I �j• t ; _ - Y - • llw�� w w .._'�.L 1� 4.�- .b. 4Vo � ., t t - s. ,.,. ` t - op ,3000 e.�- o; N $ a NON c Lu Q j j CURB R RN € i w� .r a 1 m ; E + W a w k i 4 4 } i ci �/J �/1 11 A. + j r , { , � �' �► •• 4.35.1' ! - ii �j � 1 ( � ( � I I N ► •"" f t f I 3 1 1 ! I { d p i S i j TAN. 1 - ,. ....A s e j a t • 1\dlp6st •V I F • { i f T S ) - - € Z - __+ - i�i+f f t CA bAsr► ( ( ; I s s• PROPOSE`D TOP k OF LEFT CURB t , 1 ( y y t s s ' , X •{/�/ -t �. ,.�.. - .d _ ...-,, _ ..-- ... ...5 _ �-. .,E. _� 9-�.. - A.. - _}- _ _•[. _ 1 1. _-� -� _ i p ,{... _ .. - _ S _ t 1 6.00 1 i. % _ _. . _ > # t }} ! 1 ! ( t I ` i t I f Xlow { i i 4 i OF LEFT y��pp- i � VVI�O 1 # I Zi , 1 ; I � I .o�o't Vr � E ! i . r l X ; : t � t � -.._, 14�W t r f X I ac P TA - 7+65.21 s P W E V 1443.34 i i i I # . . _. -. - . - - 1 r_ 5829 84.25 15829!'. _ , s i i [ 1 t 1 t � W t N } I • • • • t � t : • � n t � � VIZ W/VV 21.08 21.06 21.06 2t.06 e t I 3 ' � i } S � i � f i ��� � � CA k ! ' . , + !o ! +j ' pP ' 4 PN STA 1+71.00 1 � � � ' r t � i j�� I { ! S E i 1 [ r" fi t t j � I f/ � 4 --- -s. ' _ _ r, f • __ -_ _ _. ._ - _ ___ X450 £IL . FW ELEV = 144131 [yrS]/ 87 r w - w ,� w w w - I• i - - # w i w j # 1 w - Ol t - ! s J e i t k t - t t { I ••= ## t F T 7 w , w a i VE CAN*W C ANT .53 W k n 3 a E : k =1+00.00 WEEPING WILLOW � • i �S� �ROUIVD � ...f...- j � t 443.38 < MOPOSE� 2 { _ ' I 5 s { 4 r ® RIGHT CURB Q 1 m o I t s. _ i SURFACE O C I g w 11 i t t i ( � I � � i � k w N N POO�O V j � + � {•►'S � � JGL` 4 t _ N . 1 I 1 I 8 ,+.� + - - - - J ♦ ` _ .l_ . 7 I ..� _ X 5.. + ^ yI 1 w VC' I Ilk - - i i - ^ _^ FACE CIL } w i 1 / s l , = 7- PW iii t s .� 105$7' 'S9i } t i PV► STA 7+65.21 BC 4 M } Y J # VI QEV = i443 37 a_ ( e / 73i7 Jr # f}f] t +t f F a t i I 59' 3847• 10�' VC t 3 i i t ! E € s , , t � � ( _I - gs • - , , z t Z i 3 i t {.. _ ._, 4.Q8X PAT(AL 60.00' VC 1 1 ELEV=1442.21442.80 # X 1 PVI QE TAN GR 1447 ` = k i 446.63 .76 t 1 I V �► } 1 f ' � � �' PSI ELEV s '* R 30.00ELEI� , F { PW .14415 Rf, x .`- �+ ® RIGHT CURB _ __ m __ �_._ ,- 4t x'450 =Rl' I ..--. �' 2889 Z 4244' OC v i t 3 - • �. w c► - -•_ J f I --- - -- - ---%-- - _ s CURB RETURN i I ! -0.50X t i 1 j � 1 7 ' i •� W.7V/" t i tLjw f 1 i F i ! s b ♦ � i t 1 i i } - i > _ t ff # Q k { i e { t t 1 { t !�•! .�, w w y ' Al z k } _ - � - z i 1 7 � t •"" I � f t l € � t !!_ S il• I s •\ � 1 ; t s : T i � } ! i : VV�V /VI s � � I ( i � a i ( t i e i f t t t F { 1 t t { ! X F IGHT CUB 4 k O R ff _. , 3 > .. -,.�... -- - - 4' - -' • - t t . ? t � T } s : t.. t : � i' � �•� [ i # i } _ , { .� i # k t ( } q 1 ! �Or VVV � f � ( � OF RIGHT CURB , i i s 1 F t F ! t , s , .4.-. , 3 i t d , F S '. i • , { t , r ! , � . i i i s £ , 1 - r k V � t - i t y I . , ! t .. t 7 { • ? ( y 1 ! t ! -' 2 t s ii t i i x - i ! , : , . PROFILE SCALES 1 i , i t { f � ( f 1 ( t i f t { 7 i } ' f i t - n r { i I i T � i # t i � t 1 { ! i i i } f I - i f i 1 1 i HORIZ.: 1 40 I f 1 ff { t t i } i . i ( f f : i y - i i ; S n ! # I ( X {. z ► + VERT. 1 =4 l S F e ( t f Y S j. t � - i i r k 7+00 8+00 9+00 10+00 11 +00 1 +00 2+00 3+00 WES TWOOD WA Y SEE SHEET 4 MA TCHLI NE STA. 5+02.53 EC SEE LEFT DOVE CANYON- WAY BG N 5 7 SEE RIGHT R 7 0 56 ec f5 58 9+95.31 + o, 5+38.12 9 0 ECR v 31 ZO 33t L=30 1' 15 WEEPING WILLOW CT.ECR 16 C C.B. N0. 2 5+59,57 BCR �r 5 6 BCR - 6 2 14 9 14 63 14 6 4 43.44 TC J 3 P �m+ m± 7 19 •�s. 14.19' ►v- ►^. o 5+59.5711 w 5+59.8214 13 3 IV 46.97 Q 11 ECR ct � 0+07.53 ECR EC "i w 4 45.82 2 N TC Q 7+34.59 ; + + 3 9 + 31 al 42.22 TC � r cam.# � 8 1+00.00 WEEPING WILLOW CT. C/L INT. `� .I � _ 96 TC �-8'WATER � 0 � Q2 3 ry1ti p ��• 64.02 2 L�25.07' 7765' T v , 7 =7+79.59 DOVE CANYON WAY CIL o TC K TC L PROP. C/L 47.83 59 `�'" ,.. 4" G,o a - X32'18'36"W FS Q ^ P 4 G o rn 1 a► 153.58 1 TC /MOC �; of tv t 44.1 5 2+00 -- --- -- 44.64 I► 4 .49 �0 43.24 42 91 42.70 43.08 4TC 3 B - FS Q - 2 15 0 '`� pTC K TC L 45.58 2 SEWER 9 TC FL F4 +�FL TC __ + -F QFFSET H t -� * 7 "� 15 I M 3 46.97 O 48 8"SEWS N5T41'24"� 00.56 1 42.69 41.52 4Y•$ 4 E 42 _ ___ 5 10+48.54 DOVE CANYON WAY C INT 2 € -+ 14.19 I TC S 8 WATER ao TC �, FS G . TC 42. %42.36 S = 6+00.58 WESTWOOD WAY CIL INT. ai n cr 31 15 42.66 TC � moc W Jev Ly 4"S 9 BCR L_38 54' 2+53.58-RP WEEPING WILLOW CT. C/L 7 rn 0 60.00' '� 6 00' `� 60.00' 2 46' = 61 ' 20 29. 5' 13.64 L=37.9 �' �� rn BC _ �, N 2 _ 14 N Q 3 N o U No� 2 Go p =15 71 C \ 0 08 0 14 60 Q ^ + m o °f Q * �" o o l8' 1 ' 62 61 + U + m to 2 14 1 9 14 14 W O1 1 m 'Q DOVE CANYON WA Y 15 14 0'� 1 SHEET 2 OF 3 FOR PROPOSED SEE LEFT GRAPHIC SCALE 14 '4 13 STORM DRAIN IMPROVEMENTS 40 0 20 40 80 14 DRA WING NO. 2000-D 1 " = 40' 7+79.59 DOVE CANYON WAY C INT 9 CURVE/LINE DATA 1+00.00 WEEPING WILLOW WAY CIL INTO LOW CO T 0 DELTA/BEARING RADIUS LIER/DMT. TANGENT u A 05'19'11"E 282.00' 26.18' 13.10' 1� B N52 22'13"E - 77.62' CONSTRUCTION NOTES C 05'19'11" 318DOVE CANYON y .00' 29.53' 14.77' D N5222'13"E - 20.61'' CITY t�l CONSTRUCT 3" A.C. PAVEMENT OVER 4" A.B. PAVEMENT 13 PROVIDE PAVEMENT MARKING WORD "STOP" WITH E 10 00 00 102.00 17.80 8.92 STOP BAR PER CALTRANS STD. NO. A24D. DESCRIPTION OF REVISION DATE N F N62 22'13"E - 43.59' - O CONSTRUCT 6" CURB AND GUTTER PER CITY STD. N0. 104 SEE DETAIL SHT 1. APPROVED G 104.41'13" 58.00' 105.97' 75.16' O3 CONSTRUCT 4" P.C.C. SIDEWALK (W=4') PER CITY STD. NO. 103 14 CONSTRUCT DRIVEWAY PER CITY STANDARD CITY OF RANCHO =AMOAM cH N64'15'03"W - 58.29; - 4O CONSTRUCT HANDICAPPED ACCESS SINGLE RAMP PER CITY STD. 102 N0. 101 (W=16') STREET IMPROVEME 84 41 13 5 7.00 84.25 51.95 15 CONSTRUCT DRIVEWAY PER CITY STANDARD NT PLAN J N44.11'49"W - 58.29' - O CONSTRUCT CROSS GUTTER (W=6') PER CITY STD. N0. 106-A NO. 101 (W=12') DOVE CANYON WY AND WEEPING WILLOW CT. DOVE CAM'ON WAY STA 7+00.00 TO STA X0+47.08 K N32'18'36"W - 14.19 - O7 ADJUST MANHOLE TO GRADE 31 STREET TREES SHALL BE INSTALLED PER THE NOTES L 15.00'04" 112.00' 29.32' 14.75' O WEEP�VIQ WLLOW CT. STA XfW00 TO STA 2+5358 M N17'18'33"W - 57.52' _ O ADJUST WATER VALVE TO GRADE AND LEGEND ON SHEET 1 111/�10T N N47'18'48"W - 57.52' - 9O INSTALL 9500 LUMEN H.P.S.V. STREET LIGHT BY S.C.E. / !7/�i PAID FOR AND COORDINATED BY DEVELOPER Approved By DATE: U 0 210'00'07" 38.00' 139.28' 141.81' CITY ENGINEER RCE NO. 24953 P 90'00'01" 27.00' 42.41' 27.00' 1 1 INSTALL STREET NAME SIGN PER CITY STD. NO. 401-8 QROFESSIpN DESIGNED BY RECOMMENDED: Q N52 22'13"E - 118.66' - �`���o�j R' 'o<"y LBE �. 12 INSTALL STOP SIGN PER CITY STD. NO. 401-8 y s y _AE 1 CASC_ ��, r�i DRAWN BY. E G,� ■ NEER ■ N D SHEET R N42 l9 00 W - 43.59 - S 10.00'02" - 17.80' - tom. C054703 2/31/0 OF 7 EXP. 12/31/05 OS 937 SOUTH VIA LATA 5 T SUITE 500 89'41'13" 27.00' 39.91' 24.61 �l'r CNIL OT CHECKED BY: COLTON, CA 92324 DRAWING NO. f C ` JCP PH. (909) 783-0101 FAX (909) 783-0108 I / PROJECT SHEET NO. OF j i BE NCH MARK 4a22OC. 100. 0VC CURB RE #822" GPV! STA=6+3710TU2" BRASS DISK IN CONCRETE HEADWALL i 1 S t 1 d 1 t t ? E _ # "CITY 44 t i x PW ELEV 1 7.54 3 i f 1 i i CURB RETURN � j t � STAMPED I C TY OF RANCHO C CAM N A M � i # U 0 G 8 } ; i } F I } i } '; 10089 1987 AT SOUTHWEST CORNER 44 44 4 4 V4 4 4 4 # 1 E � ��c I ! �i ; Fri i�j ' i �t �}� _. , tI 1 •f tIi � !1 ��t i OF SUMMIT AVENUE AND E AST AVENUE o I. ELEVATION 1504.031 FTQ m ELEVATION 459.343 M} f { PW STA-3+50.00 + O�1442.81PN ELEV + a 1 } .. . ... _ .1. _ . _ _ .. .. i -;. - ;. .{ ... < j t 1 - f� •w 'f . .. .{ PA } NORTH LINE OF SEC10N 27BASIS OF BEARING LEFT CURB ♦ RiTAL 8Q00' VC - tt I ` �.._ P OpOJGU _ -U RC-T'U N PW f _i } g TCP } �� i ELEVa 447.45 1448.49 G ! F { ; -" �- �' w _ ► `OF LEFT CURB - 25x cn 31.37' 31.37• b ® LEFT CURB I 4� t L i r . n 4 LT-- �3 V + 450 �T .w.. _ 41 G 00.00' VC -, : € + M N € 5.21 42 t t N w `t 3 1 s `s o _ � N z i # 4 4 4m i CJ *3 yy F w w 7 PVI STA 1+75.00 } CURB RETURN m t } # I ' w i € 1 rr� ! i r _ e 1 t i V _�, � i ^ W ! t t PN ELEV-1436.20 R ^ o 1 O t� c7' I 3 g{ a < h w� PVI STA=6+37.10 � � ^ w co � � � } �f t I } 1C �� PN ELEV=1447.51 11 ' o 40. a� 2 i O to € I s ... _1 }. F s. EXISTING GPOUNb i _.... w o -1400 PROPal OSED 1i i jt - fj 3. } l ..A. { i ; 3 ® C/L m .? W }. ..}- ..i .t. •r y��:./ OP t } i 1� 1� •N i 1 111 } \ O i t J C/�i s t i 1 } I.IJ 1 1 t { .i v I o E OF LEFT CURB 1 cs o z f P i # ^ E • �+ � g ^ � , F t , _;. . ,r ,. .. ._., w _} _. � f .. � .. TAN. GR. � ._ . . { _ .. , i .. ,. I .. t � i' f r�.. ..1. } a # .. $ �. �- � s j s � >.f. ,x. { .� _} ? # # i� w . E f 1 t E i t i i S i s � i s � O i i i } w : ' E + PVi STA=3+50.00 I I r. _. ...! 1• E + � � + .^ .E ' } � ��[ s ; PW ELEV=1442.78 b } 'F' 80.0 . r t t I b w i I � { f 8 {. W �t 1 4 t _ E + i b t .. 3 P &fiA=1+61.00 V m a JTING GROtIN _ \ Pl 'O�OS'ED IVP -t _ -PW ELEV- 1447.12 E ; sdx 4 5o I g t _ . � f f TAN. cR. ' oo' OF LEFT CURB ,� a b E /� 4 3 i 41 � i t W / � 3 i 3 jJF , t I 1 1 i t s • Q r { AIJ . pp ' f 5 w i rw E } Z h _ 7- t J • t z S P w S i + c STA-1+75.00 � , _ � � , , t. _ -} �.. ,_. .�, . z. .. _ PVI S A 1+75.00 � , �_ y p14--SFA-6`+37.10` } I ' PV! ELEV=f436 17 t i '� �- i• -j PN ELEV=1447.54 + w w 1 i 1 `# f t III _ 1, ,..} s I FF t }!► } �!_-. Y. a _. A... t I" _ t 3 .! W !� w !� ° .3 .. i i j Y } t { yjf }-- PROPOSED Fl IS`H 4 I _ , { } E { } } j i S t l' 4 rte+' j -? ..� 1 + F I V jj t f } d (} t E r // F ? F j } 4 w '� k I 1 ..{ 4 1 t V �►r. w !� - 0 {r.,•-. 5 { i f { ' 0 Q It f l .. s SURFACE ® } 6 60 ^ t i � € } I } t � -t }- � i x { E 1 O � t .. x y� C f f + ; } q f w } ! t f✓ �- e t i i I t s i f I + A=3 / I ;b w e I -Z73x S. 1 t , a w ST h m s t ® RIGHT CURB I PIR +50.00 � _. _. _ _ .� w `s ' { i t PW ELEV 1442.81 I�XISTwN G�o N h rim t TAN. GR: ♦ - i3�18' I [ 1 , f t i + t f f . . _ , _.. _ ., w ## PARn i .� .. _ _• O RIGHT CURB f � �._ _ _, � L. .;_ �. 6Z 73' VC AL � �' a .�- � . , � eo 00 I } PFO FIFSH v 1 P1? ELEV=1447.45 9.64' i i � � 1 i .r � J .- � d ., � _i.. _ ..�. , � . x+8.22' O.C. SURFACE O CIL i � { 8 � , } � r � PtiR ttEv� , i 1 i 7 31.3 1448.498 � ( � _ I CURB RETURN 31 3 7' , s o- a ' • i � y ( t P � a y ? ; �" € i � t € � h a , � F } s } E � i 1 1614;,n ' E , , , �4 4/4 �4 614� 5.21 } t -r _, a { _ { t t, i i N 7'i � � 1 f { c� � l.� m f• i , 4 t } / � ( F a # A 1 i P i { t i ^ i 4 PROpOSE� r0R � m } I i � ! W w t w t p i I E - � F I t s` 1� 'tf' E r , .. _ .. _ . PVI T -1+7 .._ � ... _ -..... _.. . ... . .. ;. s � i } 1 CURB RETURN S A 5.00 1 .... � � .. _. . . .. ._► ..., � � �_ � sit } } _ OF RIGHT CURB I i •� I !! # PW ELEV=1436.20 { € ; t ; t t } 3 i •tF w I t t ( . 4 b , } i 1 S f { 1 { f_ � SED TOP 3.03 i �- } f x TAN. GR. OF RIGHT CURB } s } ! ( t i E •h 1 } i s i , ; { t • , 1 Y • • pp V � -� 9 � . -� { , s T , � x { T . r . .,,w.. ..�.. ,�.,. ...�.. ..._ ,... # _t. _ .y .F. �.. .. ..,. , .. .- ... _ ...S .. .._.J -. .,1 _ t j � E f i t x "�' , r p � { i } �. !, � __.3. , �r j e '� i } ...I > __.g { j g t -� ; .i 13 !{ ^ i 1 } f t t ` I i i t { 3 f } I x } ? t '.. ..# f i } } { E j { t i 3} 3i t + Z- -t -- t �- t. ! �. ..i t 1 t I i i t i t I { € 1 I { - { 2o5x } j / t i # y t TAN 4• _ PROFILE SCALES 5.00 j a a x , . I { + i s "=40' 4- � 1 - + � r � + . ..i T 1 7 ! 1 j i 4 E � I i I i I t i .. t 4 # t t { I I i } VERT. i"=4' ° f 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 1 +00 2+00 3+00 CONSTRUCTION NOTES k O1 CONSTRUCT 3" A.C. PAVEMENT OVER 4" A.B. PAVEMENT a 2O CONSTRUCT 6" CURB AND GUTTER PER CITY STD. NO. 104 �k 56 � � " , o. O3 CONSTRUCT 4 P.C.C. SIDEWALK (W=4) PER CITY STD. NO. 103 k3 � 55 �� ti9 ��� 4O CONSTRUCT HANDICAPPED ACCESS SINGLE RAMP PER CiTY STD. NO. 102 ti� %P1 O CONSTRUCT CROSS GUTTER (W=6') PER CITY STD. NO. 106-A 7 ADJUST MANHOLE TO GRADE -� SEE LEFT 49 O .� 54 ti c3` DOVE CANYON WAY BO ADJUST WATER VALVE TO GRADE '` 50 INSTALL 9500 LUMEN H.P.S.V. STREET LIGHT BY S.C.E. \r 0 21 1 BCR 12 BC 15 O ?3 y - 0 6 OO ECR t+50.77 3 31 PAiD FOR AND COORDlNATED BY DEVELOPER. ��� 3�• 17 "? 4 EC L� ��� 1 1 INSTALL STREET NAME SIGN PER CITY STD. NO. 401-8 o+ i �� �6, 5 .52 S 51 O 'y '` i ��, 4.5 oo �' - 12 INSTALL STOP SIGN PER CITY STD. NO. 401-B F TC "STOP"2 " 13 PROVIDE PAVEMENT MARKING WORD STOP WiTH STOP BAR 8 *ATtR / H m 2+21.23 WALNUT GROVE CT. c PER CALTRANS STD. NO. A24D. SEE DETAIL SHT i. `'- p k 49 � � $�/ 18 � �4E.2t I TC � .. . ✓'S RP 7 . 9 N .:' a �� 20 ,� a ' N TC N32'1 8'36 1 2+Od/r "�$ 14 CONSTRUCT DRIVEWAY PER CITY STD. NO. 101 (W=16') x _ ,,� 13 121.23 PROP. cft �� r 15 CONSTRUCT DRIVEWAY PER CiTY STD. NO. 101 (W=12') } h�' '.% 4 I 46.50 8"SEWER IC- 9 145. 0 52 31 STREET TREES SHALL BE INSTALLED PER THE NOTES AND LEGEND �w $ k`Z � k 19 k 1+00.00 WALNUT GROVE CT•C INT Ft TC G 2 SEE SHEET 7 t+61.50 �0 A = 1 = 4+94.88 DOVE CANYON WAY C/L j / 47.77 15 ON SHEET 1 GROVEWOOD PL. CIL CB N0. 4 g 48 w o t o �� c_4 5 ; Tc �' `r �/ G r" 6a' 6 14 °D 14 O g7 P �/ 20 9 1 ,y��� 5 52 3 ,3 a�' GRAPHIC SCALE ECR 46 n 47 - 19 L BAR 46 �? �, L 40 0 20 40 80 32 4 0i + m 3 Lf�g 98 00 `j l f oCf? EC TC fC 31 00 N k,_ o. ► >> 53 7 = 40' SHEET 2 OF 8 FOR EXISITNG ��. �i B5R 12 ± 31 �,: 6 '�,� �� 4+94.88 DOVE CANYON WAY CIL INT. 7 14 �I STORM DRAiN IMPROVEMENTS `��' 3.36' :7 �� / � �-' = 1+00.00 WALNUT GROVE CT. CIL C 54 PER TR 14759 1 5'�' & o ° DRAWING NO. 2000-0 O 'Lk' 1 1+00.00 DOVE CANYON WAY C/L INT. ��, >� 3 k , �k DOVE CANYON WAY 5+05.55 GROVEWOOD PL. C/L ^ 7 _ 6.k3 9 SEE LEFT TC TC2+DO L4� B �-i 0o w 13 N89'44' 7 - - ` 61' 22 cJ '� 4 �/ N DESCRIPTION OF REVISION DATE CITY i ANLNUT GR- OVE COURT 0 31 ,� CR 5 .36' U L=32.26' L 57.27' + 23 APPROVED ,yN- 1 45.00 ^ 0 14 CITY OF RANCHO =AMONGA j 5 0 24 CURVE/LINE DATA BCR 9 N 14 DELTA/BEARING RADIUS L ENJDIST. TANGENT STREET IMPROV EWNT PLAN 1+61'50 A 90'00'00" 27.00' 42.41' 27.00' DOVE CANYON WAY AND WALNUT QWVE CT. C/L CB NO. 3 GROVEWOOD PL. B 3234'36" 300.00' 170.57' 87.66' DOVE CANYON WAY STA 1+0000 TO STA 7+0000 SEE SHEET 7 C 3234'36" 282.00' 160.34' 82.40' WALJVlJT GWME CT. STA 1+00.00 TO STA V2= a D 32'34'36" 318.00' 180.81' 92.92' TRACT 14759-2 E 102'20'03" 27.00' 48.22' 33.54' Approved By DATE:DOVE CANYON Y < V 0 F N47'18'40' - 57.52' - CITY ENGINEER RCE NO. 24953 G N17'18'33" - 57.52' - QRpFESS10Nq DESIGNED BY: RECOMMENDED: H 210'00'08" 38.00' 139.28' 141.81' yS��t R, v�foy�y LBE =AE •CASC. tai rn DRAWN BY: E N�� ■ NEER ■ N©■ SHEET 1 02'04'00" 112.00' 5.21' 2.61' N0. C054703 �o - -P. 12/31/05 * OS 937 SOUTH VIA LATA 6 of 7 SUITE 500 CNL CHECKED BY: COLTON, CA 92324 DRAWING NO. jfOFC JCP PH. (909) 783-0101 FAX (909) 783-0108 �,to L-- PROJECT SHEET NO. OF V8 a BENCH MARK -; �- ; - � �{ 3 f -; _ _ - 2 BRASS DISK IN CONCRETE HEADWALL t f + 8 � ; € t I ? 4 ! { ( 3 t { S n f V t` f t i 1 t i # i + k t i i 3 r ! U i } i z i i STAMPED CITY OF RANCHO CUCAMONGA BM r , p (_ i 10089 1987 � j t 1I5#, ttz .. ' AT SOUTHWEST E S T CORNER �• OF SUMMIT AVENUE AND EAST AVENUE ELEVATION - 1504.031 FT ELEVATION = 459.343 M♦ O LEFT CURB� b y ! i 1 BASIS ...�1 t#�f{t3��7�itiz;#,ft!1i€,#I}I{',,,.._._.....((.-_nns;ii;1;s#�,titE,,�tt,f+i€ii.• _...3���V._Ai11t�,ii!;{;,,fi;itj}#fS,t1r11{{;{`,�,;''.,U°�~IU_UQ�JJ-.�.�.�!I15t!i+i#)�}Ii!i}if�st{{i#41k, _ . �.3Yt�}i:(,sc}J1t'sft#t(2<4t}s�z,(tii• ..-_.S�����)�{t}jf'ifi1f#{i7�k1it �U�Or(wQ.Q~♦-^�.-..�.J �1�-'7�•�i;1iiIr,#i�k?�1$��}t`i/2^ ._•,_►k�?�9_`�ii#'#;3fi,Ii_piiif�fkk#' .-.- ,_y,#�t�,k+i}I1 8.�.... _S-=E7�-,f�i���€tta.I,►\.---.�.S._••r>�1qf#i}{t!itj Na��wMw�- 4���f�Lp##ft+tStTJ_st--.-_�1.-__...z�.1i1f���{<j(tFf!i#tt.tYttiIakE�► ��w•_)!s!1�1I►iS�<t{Itt['. h�w N!?�?g!:ri#'-ir. 1��^'F'iis1ti+,kjj-. .�1•�_�`1�r�i`irg^�.w �•.�.{�is��v,t7iiF{j4t;i--.._...__.���#kI€ittFk#�__-1�t�;_}5�1,` .3:-r-`6EE►c.�-��-23��•T`#F{�??t!!ta1If{fff�'ri 5 c15\•`;•i'; \ ��fit5?!!t-i4s Nwm�IV�1O�i�:Nw11aI�ts•€px.-�w`W���...= V .iii�itk1f,f•-�i,, .•. .?��-�ji,;��!#ffFi_°i•- -,..•7___...-.. � __,�1it{t•i�is##eft��fi�tfiY+f3.... __�-irt}1� �3i�!i)!ite'it1}i€akt _._..-...�•.l_1}�Ii�t}��i��117i€#ti '-..��j�ij�i}##{ieiL{ii{fIsf♦t1{1tii ..._..._-..•._.....-.. -... .. V .-._-_.-.,i,�s�;#fi�iF�#�ji'Idcik•�ii!�iiF3i,iI L t(4Isijp)tiit#;35},Ii4tit(! ..... 1.j-�S,{�{(!F7tp•i#spip`tIw�kiFIi(E!1fj B-.-A--SIS-.�t����$tt{tii{i1rIt1+k#tj€i+�i O_.F-..d���d}��f1�I!1t�i#I,I1jFif1 B-....<..._-..E_.-.`, A._ RI-_•��(�itt!�kIttI3{t{,!,E!ti-ii,iifiSiiiN -..G- ...... -N _ R T��11{i�t11it�!!!{:tkE}if .H-..... LINE Ei,t;r O .F. S EC T�#�}I�i4ffi'ifI€f#fts�}j`�! . ..I..- .O. -N. .- d�ti3i{{sstii tft34;+k?;dttfis 2 LL 7OF LEFT CURB 1ki/ 4w1t,-i 7 a31. 3 i= PAR•.66 50.00s VC ac CURB RETURN PVI EEV=14377 CURB RETURN � C Ai t_iwt V 8 OF LEFVOSED T CURB + I Of- �ANGR2= TAN. GR.CIL y X45 _ 4.0vC PW STA-5+05.00 03PN ELEV=1437. f�4 jN6j 1 I eil O RIGHT CURBMOP SURFACE ® C�I . I + I } ,. � + + 4 # OFFSET CROWN� NT 1+00.00 DOVE CANYON WAY CIL 1445 ?T' f N •00I PVI STA-5+05.00 .66 PARTIAL SO.00VC s1437.06PW ELEV PVcV 1 077 m Et 1OF RIGHT CURB ^0. _. PROFILE SCALES - ' "=40'k VERT. 1R=4! 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 CONSTRUCTON NOTES CONSTRUCT 3" A.C. PAVEMENT OVER 4" A.B. PAVEMENT CONSTRUCT 6" CURB AND GUTTER PER CITY STD. NO. 104 CONSTRUCT 4" P.C.C. SIDEWALK (W=4 ) PER CITY STD. NO. 103 G) CONSTRUCT HANDICAPPED ACCESS SINGLE RAMP PER CITY STD. NO. 102 TRACT CONSTRUCT CROSS GUTTER (W=6 ) PER CITY STD. NO. 106-A SHEET 4 OF 8 FOR EXISTING BOUNDARY STORM DRAIN IMPROVEMENTS SEE SHEET 6 ADJUST MANHOLE TO GRADE PER TR 14759-1 DOVE CANYON WAY 26m 25 14 ADJUST WATER VALVE TO GRADE 14 C � INSTALL 9500 LUMEN H.P.S.V. STREET LIGHT BY S.C.E. 04 ECR �=29.08PAID FOR AND COORDINATED BY DEVELOPER42 ��Jam14 14 1444 45 46 BCR BCR 31CONSTRUCT LOCAL DEPRESSION PER CITY STD. NO. 307 (CASE B)CL ' M 50.5BC EC04 ° `o �2 a 0 to ^ Q ECR 5. H 9 INSTALL STREET NAME SIGN PER CITY STD. NO. 401-8 . Ljj EC + + i i + 4+60.551ll� I UZ40 ' ± ' � 3 ► W. 14 , 8. 'LX7238.26W 5 . 58.00 0.00' 58. 87.07 ' CONSTRUCT DRIVEWAY PER CITY STD. NO. 101 (W=16')G FS 8.87 9 MOC-Tc INSTALL W53 SIGN 7 37.3 37.39 FLLJ PROP. CIL60'SD 39. �7 FS TC E fi0"SD w Tc Tc 17.39' STREET TREES SHALL BE INSTALLED PER THE NOTES AND LEGEND ON SHEET 1 +o 52.2 3+00503.99 WER 4 35 6+00 386 +� 59oFS 8"WATERFS8'WATER TC 52.15' 61.75' 61.75' 61.7 61.75' 61.75 61.75' 61.75' 18.99' L2 'gN 5' CURVE/LINE DATA 3 0 N of 40 BC 27 DELTA/BEMMRADUUei./MT. TANGENT + + + + + + + + N N W) � N00'16'00E 317.07' cls! 14 36 4 35 9 ) 34 334 14 32 94 1 40 429 2a 7+03.64 GROVENOOD PLACE C/L N00.16'00"E - 503.57' -3OFFSET 20' LT-RP 90'00'02" 27.00' 42.41' 27.00' CITY 5+05.55 GROVEWOOD PLACE C INT. 5+46.10 DESCRIPTION OF REVISION DATE APPROVED(f) 1+00.00 DOVE CANYON WAY CIL CIL CB. NO. 5 900000 27.00 42.41 2 7.00 N00'16'00"E - 8.31' - COY OF RANCHO CAAMGA F 18'00'02" 100.00' 31.42' 15.84' N17'44'02"W 107.58SEMPROVEMENT PLAN 198'00'02" 38.00' 131.32' 239.91' GROVE OD PLACE15'42'39" 535.34' 146.79' 73.86' ��VVVVD pCC G90VEWOOD FUCE STAH-Aa4s TO STA7+W84 TRACT 47u% ginApproved By DATE: CITY ENGINEER RCE NO. 24953GR4PHIC SCALE 40 0 20 40 80 1110 QRQFESDESIGNED BY: CRECOMMENDED: R. y 40, SAEI•CAS W DRAWN BY: ENC� f NEER■ NG1SHEET � N0. C054703 m EXP. 12/31/05 OS 937 SOUTH VIA LATA 7 of 7U 4 x rLex 7l CNII CHECKED BY: COLTON, CA SUITE 5092324 DRAWING NO. J} ,•�T' f OF Ali JCP PH. (909) 783-0101 FAX (909) 783-0108 PROJECT SHEET NO. OF