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HomeMy WebLinkAbout1762 LLJ z _J UJIof i__ 60 BENCH MARK U 6 z 10' — W BM. NO. 71 ELEV. 1893.747 0' 40' LOT A _J PUE 0 - (:1 - IN WEST END OF CURB RETURN 75' PUE la: AT NORTHWEST CORNER OF HILLSIDE 42' 0 r Cr AND AMETHYST. 33' UJI Ci ' UJ z Cr 18' 2LA_ CL U_ 0 _J 22' 1 3 0 I 1 1 20' J I I --, Cr 7.5' 1, 4- 1 0.5' COMMUNITY TRAIL 22' FUTURE IMPROVEMENTS X Of PER CITY SM. RC-1002-A I I LL 2-1 0.03' GENERAL NOTES CONC. BLOCK WALL PER 4- 1 1 0 /4":V 1/4 OMIT PVC FENCE 6.5' 11 CITY SM. 606 21 0.13_ V-04- 1LEVEL LIN�X_ -`�--\ . —C., 1, All work shalt be dome In accordance with these plans, the City of 2% V) 2-1 Rancho Cucamonga Standards and the Standard Specifications for Public 1 LEVEL 2:1 MAX. UJ 3:1 MAX. GRADE WHERE NO DRIVEWAY IS PROPOSED Works Construction-current edition. Contractor shalt be familiar LEVEL LINE — ------- _4 -4 to these Standards and kv� with and shalt be responsible for adherence 7� CURB AND GUTTER PVMT. & BASE L SIDEWALK AT LOCATION AS SHOW ON PLANS PER CITY STD. 103 Specifications, 0 -0 \\ 2. All pipelines or substructures of any kind, telephone or power poles, Q)- TFUT. CURB (D CURB AND GUTTER (Sta 4+73-Sto 5+70 LT) N0110E: water meters, valves, fire hydrants, etc, shown or not shown on these EXIST. GROUND FU T. WALK -' L-- CONC. DRIVE APPROACH CITY SM. 101(TYPE R-11) plans within the right of way Limits or In adjacent areas where 3:1 MAX. GRADE WERE NO DRIVEWAY IS PROPOSED Improvement work Is done shalt be removed, relocated or protected R=70 le-.1 XIST. GROUND In place as required at no cost to the City of Rancho Cucamonga. STA 5+00 TO STA 7+00 T.I.=5 3. Any contractor performing work on this project shalt Familiarize him- USE STD. 1002-B R=70 self with the site and shalt be solely responsible for any damage to existing facilities resulting directly or Indirectly from his operations, TYPICALSECTION AMETHYST STREET TYPICAL SECTION whether or not such facilities are shown these plans, STATION 7+00 TO STATION 13+66 PRIVATE STREETS 4. A permit shalt be obtained from the City of Rancho Cucamonga Engineering Department prior to any encroachment or construction within City of Rancho NOSCALE easement or right-of-way. 5. All grade stakes shalt be set by the Contractor or Engineer. Paving stakes shot( be set at all hinge points, edge of pavement points within 0.01 foot of sub-grade elevation and at not more than 50 foot Intervals. Additional paving stakes may be required by City Engineer CONSTRUCTIONNOTES: as needed at warped or vertical curve areas. 6. All sewer, water, electric, gas, phone or other utility laterals, STANDARDS REFERRED TO ARE THOSE OF THE CITY OF RANCHO CUCAMONGA mains or crossings shoti, be constructed prior to paving. UNLESS OTHERWISE NOTED. 0 CONSTRUCTS" CURB AND GUTTER PER STANDARD DWG. NO. 104(A2-8) S.8,C.F.CD. r 7. Compaction tests of embankment construction, trench back fill, com- pacting original ground and all sub-grades shalt be performed at no cost to the City of Rancho Cucamonga. A written report with these 0 INSTALL 4" AC PAVEMENT OVER 4" A.B. DIRECTION OF DRAINAGE TYP. m compaction tests shoti, be submitted to the City Engineer for approval prior to the placement of base materials and/or surfacing, OCONSTRUCT 6* A.C. BERM PER STANDARD DWG. NO 104(DI-6) 8. At the completion of paving, a material's report shall be submitted to the City engineer, Listing all tests or determinations completed to CONSTRUCT P.C.C. SIDEWALK PER CITY SM, 103 verify stability oil content and gradation of asphalt paving, O 9. Prior to Installation of any paving, a materials report shalt be CONSTRUCT SPECIAL CROSS GUTTER PER CITY SM. 106-8 PRIVATE STREET UJ submitted to the City Engineer, Listing all test or determinations O CONSTRUCT DRIVE APPROACH PER SM. DWG NO. 101(TYPE R-1) SHERWOOD DRIVE completed to verify, sieve analysis and sand equivalent or aggregate base. LJ V) (SHEET 4) O INSTALL 24" R.C.P. STORM DRAIN CLASS 111 (1500 D) I V) 10. Paying shalt be performed In accordance with k-VUL-je and Pavement tests ALMOND ST. C), C) (3 taken to determine structural sections to final plan approval), CONSTRUCT 6* CURB ONLY 0), � // PArC�,, T I 'C4 G) < 11, When Improvements are to be placed on native soil which consists of a X rocky material, the sub-grade shot( be prepared by removing ftt rocks UJI SHERWOOD DRIVE 2VE 11V6 C CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD.107-C 2: >- which protrude above the sub-grade and all voids or depressions shalt be V) SITE--\ filled with a fine grade material of a quality better than the native 10 INSTALL STREET LIGHT, 5800 LUMEN HPSV BY S.C.E., material, PAID AND COORDINATED BY DEVELOPER. < PRIVATE STREET INSTALL STREET TREE PER STREET TREE CONSTRUCTION NOTES AND SCHEDULE ON THIS SHEET (1). 12. If the asphalt concrete Is to be place on sub-grade, a solid sterlitant registered by the E.P.A, for use under A.C, and P.C.C. shalt be 12 W 0 CONSTRUCT 20' COMMUNITY TRAIL PER SM. 1002-A (EXCEPT NO PVC FENCE) ORD DRIVE 2 1 =200' M STANFORD DRIVE uniformly applied at the manufacturer's recommended rate for the full Li 0 3: pavement width prior to paving, !N"ftt VATER METER BEIM VALLEY VIEW ST. Cr (SHEET 3) 13, Estimate of quantities Is provided by the Engineer only for the 149T-*tt F9RF HY5R*i4T- < convenience of the developer, the contractor shot( make his won < HILLSIDE RD. determination of consturction quantities before submitting a bid. Any HILLSIDE RD. Item of work required by these plans which Is not specifically listed In the INSTALL STREET NAME SIGN PER S . 401-A (PRIVATE STREET) estimate of quantities shalt be considered as Included In the other 3 Mz< Items of work. 3 H N.T.S. PRIVATE 16 INSTALL R1 STOP SIGN & STOP BAR PER STANDARD DWG. 401-8. UJ UEMERGENCY OVERFLOW - STORM DRAIN m 14, Street signs per City of Rancho Cucamonga Standard Numbers 401 and ONLY SEE GRADING PLAN 402 shalt be constructed at each Intersection. 17 INSTALL CLASS 1 FLEXIBLE POST PER SM. 130 15. City approval of plans does not relieve the developer from 18 JOIN EXISTING DRIVEWAY WILSON AVE. VALLEY MEW STREET (EXIST. IMPROVEMENTS) responsibility for the correction of error and omission discovered during construction, Upon request the required plan revisions shalt be G0N!3T-PYGT- GOMMUNIXY TPAI� PRIVATE INTERIOR 991:491:F GATE promptly submitted to the City Engineer for approval, 20 CONSTRUCT 6" CURB AND GUTTER PER STANDARD DWG. NO. 104 (A2-6). VICINITY MAP INDEX MAP 16, Work site and exterior streets shalt be In a neat, clean, hazard free, orderly state, throughout construction, Site shotl be cleaned upon 21 REMOVE EXISTING PAVEMENT TRACT NO. 16026 request of the Inspector. 17, Contact UNDERGROUND ALERT 1-800-227-2600 and the foltovong UtftIty 22 INSTALL NEIGHBORHOOD WATCH SIGNS AND POSTS R26(S) Companies as required, 2 workina days orlor to excavation. --------------------------------------------------------------------- @ INSTALL NEIGHBORHOOD WATCH SIGN ON LIGHT POST R26(S) Provided for your convenience are the following, CONSTRUCT CURB ONLY (6- C.F.) PER STANDARD DWG. NO. 104 (A-6) A. Cucamonga County Voter District 8 9641 San Bernardino Road (909) 987-2591 25 CONSTRUCT 8* P.C.C. CURB PER CITY SM. 104 (A1-8) Rancho Cucamonga, CA 91730 PRIVATE ENGINEER'S NOTICE TO CONTRACTOR: B. San Gabriel Valley Municipal Water District Mr, Bob Stallings-For BASE LINE construction (626) 969-7911 ESTIMATE OF QUANTITIES: CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETERESPONSIBILITYFOR JOB SITE CONDITIONS DURING THE COURSE OF C, Metropolitan Water District CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS P.D. Box 54153 (909) 593-7474 ITEM DESCRIPTION QUANTITY UNIT REMARKS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINOUSLY Los Angeles, CA 90054 Ext, 6461 AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE 0 CONSTRUCTS* CURB AND GUTTER PER STANDARD DWG. NO. 104 (A2-8) 470 L.F. CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND KNotet UNDERGROUND ALERT CONTACTS, THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR GENERAL TELEPHONE O INSTALL 4" AC PAVEMENT OVER 4" A.B. 62.314 S.F. STREET BOTANICAL NAME COMMON NAME SPACING SIZE OTT ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS SO, CALIFORNIA EDISON PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE SO, CALIFORNIA GAS COMPANY CONSTRUCT 6" A.C. BERM PER STANDARD DWG. NO 104 (D1-6) 667 L.F. AMETHYST STREET LAGERSTROEMIA INDICA CRAPE MYRTLE 30 0.C. 19 GAL, 16 NEGLIGENCE OF THE OWNER OR THE ENGINEER. CABLE COMPANIES STANQ5RD DR. PRIVATECHIPISTACIA CHINENSIS CHINESE PISTACHE 30' O.C. 15 GAL, 21 ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR O CONSTRUCT P.C.C. SIDEWALK PER CITY STD. 103 1132 L.F. rNDSOR PL. (PRIVATE) PISTACIA CHINENSIS ICHINESE PISTACHE 30' O.C. 15 GAL, 15 THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE ISHERWOOD DR. PRIVATE PISTACIA CHINENSIS ICHINESE PISTACHE 130- O.C. 15 GAL. 16 HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE O CONSTRUCT SPECIAL CROSS GUTTER PER CITY SM. 106-B 760 S.F. SUBMITTING A BID. ANY ITEM OR WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER O CONSTRUCT DRIVE APPROACH PER STD. DWG NO. 101(TYPE R-11) 20 EA. ITEMS OF WORK. CONSTRUCTION NOTES FOR STREET TREES: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES, PIPES, AND/OR INSTALL 24* R.C.P. STORM DRAIN CLASS 111 (1500 D) 166 L.F. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDSIRD PLANS. STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE 0 RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES CONICTRUCT INLET APRON PER CITY SM. 302 1 EA. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL ASCERTAIN THE TRUE 0 INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS LOCATION OF ANY UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR G) CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD.107-C 1 EA. DETERMINED BY THE CITY INSPECTOR. DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES, SHOWN OR NOT SHOWN HEREON. OINSTALL STREET LIGHT, 5800 LUMEN HPSV BY S.C.E., 14 EA. ALL STREET TREE ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. 3/3/2000 PAID AND COORDINATED BY DEVELOPER. 11 INSTALL STREET TREES PER STREET TREE CONSTRUCTION NOTES 70 EA. O STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. AND SCHEDULE SHOWN ON SHEET 1. 677 L.F. O5 DUE TO LINE OF SITE, STREET TREES ON AMETHYST STREET IS TO BE 30- ON CENTER PER ENGINEERING CITY 12 CONSTRUCT 20' COMMUNITY TRAIL PER SM. 1002-A DEPARTMENT. DESCRIPTION OF REVISION DATE APPROVED 1141TAtt WATER METER 99X CITY OF RANCHO CUCAMONGA /7_11� 11146T_04� FIRE HNSPANT EA. 15 INSTALL STREET NAME SIGN PER SM. 401 & 402 4 EA. TITLE SHEET INSTALL R1 STOP SIGN STOP BAR PER STANDARD DWG. 401-B. 2 EA. STREET GS &INSTALL CLASS 1 FLEXIBLE POST PER S 130 EXISTING SURVEY MONUMENTATION IMPROVEMENT PLANS M 4 EA. I HEREBY CERTIFY THAT HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORDS THAT 18 JOIN EXISTING DRIVEWAY 7 EA. COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST FESS/ TRACT NO. 16026 IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: GONSTROGT G9M04WNI;* TRAI� PRIVATE 104TFRIOR 90WBI:F GATE 5 E Ot. R.R. SPIKE LOCATED AT THE CENTERLINE OF AMETHYST ST. AND TRACT SOUTH BOUNDARY. CO APPROVED BY DATE �>/6;&_ AND GUTTER PER STANDARD DWG. NO. 104 (A2-6). TWO-2- IRON PIPE AT THE NE COR LOT 11, BLK 9, CUC. HOMESTEAD ASSOC. R.C.E. P4953 20 CONSTRUCT V CURB 2420 L.F. CITY ENGINEER 21 QD REMOVE EXISTING PAVEMENT 30 S.B.C.F.C.D. BRASS MON. ON WILY LINE OF LOT 11, BILK 9, CUC. HOMESTEAD ASSOC. W COMMEND 9400 S.F. S.B.C. BRASS PLUG IN CONC. BASE STAMPED S.B.C.F.C.D. 1949. DESIGN RE9�� Ld"Arwolp"A7 22 INSTALL NEIGHBORHOOD WATCH SIGNS AND POSTS R26(S) 2 EA. 4 4— XP. 03-31-0 CY ZERMENO AM AP N am SHEE17 ,"mrA INSTALL NEIGHBORHOOD WATCH SIGN ON LIGHT POST R26(S) 4 EA. DATED- clvl\. DRAWN AL AW4' 1% 000-APWAW @ RCE 29150 A~J%Am 0hr"Or A4 24 CY ZERMENO CONSTRUCT CURB ONLY (6- C.F.) PER STANDARD DWG. NO. 104 (A-6) 94 L.F. C A, OF ;7- CHECKED DRAWING NO. 25 CONSTRUCT 8" P.C.C. CURB PER CITY STD. 104 (A1 8) 10 L.F. D4 J6 ->/I 110—1 DATE FILE NO. J 76Z PROJECT SHEET N0. OF CN N r- 0 N I? R C-41 19 00 4 4 -w- -4- 4 _4 -4 4-- j 5 1 ----------- 4- M ........... t I cn F, ------- __T Lo I . z 4_ 4 BENCH MARK __4 X + -4 j I T BM. NO. 71 ELEV. 1893.747 _T ruNi jL -4- -4- IN WEST END OF CURB RETURN 4 I Z AT NORTHWEST CORNER OF HILLSIDE _4 04 aF) co AND AMETHYST. - 1tI1 4 4---4----0--t�fii1i+,III;I I----_-_�-$�jrI�iIIII II�--- + I 1 I-----��}Ii-I-__--�-i}1 -+}j Ii'!I f1�#---+�t,4�i:------�T+! !I jiF iIi Iv,I --_------�I� •I hi;`-�iII�II(, II +I1I�i,iI//_�-- I_--aY+-/�-- s�rn�t---���iiI -- �+�-III!�I /--_---i++IlII I -88/e- II II ------�II�i�-- ---�- �_--i1 IiI !-�i'i iIi I IIi --__�+f+ 1I ,I--__ -- -II+I II --'-;_ -�Ij t i �-C. IIt iII cr- 4 ------ 41� 00 _T _4 , + 4_4 _L-AW)w 9. c 4 4 4 4 _4 0 _ II t t-------- 4- -4- 4 Lo -4 -4 4 _4 cy) 0 < : 4 i STI T 1 z 1 04 LIS- .......... -Z -__��1 c; + WEdT _011138 -4 4-- 1 uu ? ; I _4 4 _4 + 4-- + 1-$T. GR UN A -4- 4 1.7 WEST 0 it + +T- 4 EXf. DAV T 0 C _4 4- ____ __'�__4 _. --- ­_ I -_r-",_ 4. 44 4 4 - ; i 4- J- - it 4 0 c" f-f 4__ < 0 M 4t _4 _c) ......... _4 -4- 4 4- j z uj + 0 . - __ I- -I - - I ; -__ --- .+ rl . 4----l-- -4 + 4 9 -1 x . i 0 - - -EXIST. PkrT 4) CL. 4 J.- - tj -4- J .00 4- 4 + 4_ 4-� +-4 zi -4- _4 m FIN1§4 UR + 4- 4 T_ + 'm -4- 9 -_---l------ i - + XLl J.-I;R + AT 33' EAST-', T _4 --- 4 -4 -4 4 4- ;z A- I ­ ­ ___ l___i__- __­_ - -i---- �-4- 4- -4- --- ------- - .4 Y PRIOR GR _4 _4 S31 4 ­ NI) 'aR TR 4- 4 + -4- 4- -4 -4-- --- 4 ­ I 4 4, 4 5 6 7 8 9 10 11 12 13 14 15 PROFILE, SCALE HORIZ. 1 =40' V) _j VERT. 1"=8' Lz- < SEE SHEET 3 STANFORD DRIVE (PRIVATE) < L5 < I-_ SEE SHEET 4 Uj 0 SHERWOOD DRIVE (PRIVATE) 8' - z _j z cn 3 d SEE GRADING PLAN 0 Lj CURB RETURN DATA D PED. GA 60, 22 >: < C) PED. GATE x FOR WALL DETAILS ------40' cy < Z 36 0 DELTA=89*49*15" I CURB RETURN DATA 0 Z R=27.00' CURB RETURN DATA DELTA=90'10'45" m < CURB RETURN DATA ui DELTA=89*49'1 5" R=27.00' = . 0+95.85 , 1 io+95.85 DELTA=90'10'45" 0 \ I >: Li < R:4227..00' L-42.50 0 w T=26.92 R=27.00' L I °Q 33 1 12+00 12+00 T=27.08 22 L=42.50 < z VR Op A T=27.08 O� < < ECR 0+48.83 TE T=26.92 w TC 59.63 cr) 0 z i II _j _j ECR 12+35.86 IiCR 12+35.58 (o w Lo u_ IL 58�96 ECR 0+49.17 10+45.09 TC 88.70 P C 91�10 I,_ w _j BCR 8+1 C _-1_.-I9 .94 TYP 55' LT FL 88.03 G FL 90-60 19 (6 z TC 55.137 6 FL 61.46 FL 72,56 CD 1 IlI -_I%_1IIII -I�\�`ti--iI 1_-8 �YII _� 5; 2 22 1 1 3+51 L/)LAJ w 50' TAPER 27 27 BCR 9+20.22 BCR 11+54.. 6 BCR 12+44.26 + XW 13+66 >_U -Tl- 0) TYP 0 TC 63.95 TYP TC 85.23 TC 92.87 Lj E y-,-`_-1�- 0) + 8+10 (o P R WEND PAV'T REMOVAL 25 -AT C(1 COMr-ttl-T"61--4�1 2 EXIST R/W (10 _N�LY TRAI + ------ ------- EXIST R cGmmb" TR \20-1-S ------�q 2� ois I ------cw t - 50' TAPER FUTURE CURB W CUT-,, 5 (. j IiN ---------- 7t0 ------------ EO �j -"\ - 5 15 ----------- -2 - -------A 2 6 EXIST. CURB GUTTER I- ----- 7 A v i:E --------5_�_RLL. --------- t"im ----------------7'------- T MB I LNE OF SiSHI­ 0 25' 100' TAPE JOIN\\\� E.O.- - LINE OF SIGHT 10 R 0 34 PAINT 4" SOLID -."T TE. C A -LINE OF SIGHT EDGE LINE PP o j 31: -7 8+66.07 N STA 13+52 EXIST R/W x FLIT. ST. LT. CL' INTERSEC. FUT. ST. tT.--- 111+99.11 IFUJ 9T. T. 12" AC DIKE CONSTRUCTION NOTES: 1 11+38 1 R= 10' 10+73 I rt INTERSEC. \ EXIST R/W JOIN 17' RT 0 1 JOIN 15' RT iI STANDARDS REFERRED TO ARE THOSE OF THE CITY OF RANCHO CUCAMONGA 6+80 JOIN EXIST. 7+82 x UNLESS OTHERAIISE NOTED. w JOIN 20 RT A 3. 9+28 0 12+65 0 CONSTRUCT 8" CURB AND GUTTER PER STANDARD DWG. NO. 104(A2-8) 7+00 BEG. PAV'T JOIN 29' RT JOIN 22' RT INSTALL 4* AC PAVEMENT OVER 4" A.B. REMOVAL 41 JOIN 29' RT u T uj 0 c x Lu YO0 EXIST. 16" WATER MAIN 12+13 uj CITY CONSTRUCT 6' A.C. BERM PER STANDARD DWG. NO 104(DI-6) 0 CCWD DWG. NO. 2-05-56-W STREET JOIN 15' RT DESCRIPTION OF REMSION DATE APPROVED .41 CONSTRUCT SPECIAL CROSS GUTTER PER CITY STD. 106-B U) AMETHYST x uj 4" VCP & MISC. STEEL WATER LINE CONSTRUCT DRIVE APPROACH PER STD. DWG NO. 101(TYPE R-11) APPROX. 20-25' E'LY OF CENTER LINE CITY OF RANCHO CUCAMONGA CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY SM.107-C INSTALL STREET LIGHT, 5800 LUMEN HPSV BY S.C.E., PAID AND COORDINATED BY DEVELOPER. CL PLAN AND PROFILE 8 INSTALL STREET TREE PER STREET TREE CONSTRUCTION NOTES AND SCHEDULE ON SHEET 1 NOTED ON PLA AMETHYST STREET CONSTRUCT 20' COMMUNITY TRAIL PER SM. 1002-A (EXCEPT NO PVC FENCE) V ESS INSTALL STREET NAME SIGN PER SM. 401-A (PRIVATE STREET) NORTH OF HILLSIDE ROAD INSTALL Rl STOP SIGN & STOP BAR PER RC STANDARD DWG. 401-B. NOTE TRACT NO. 16026 8 AX XIS 12% 2% T DRIVEWAY FOR DETAILS OF W.I. GATES, ISLAND, WALLS, FENCES & INSTALL CLASS 1 FLEXIBLE POST PER SM. 130 EQUESTRIAN TRAIL, SEE LANDSCAPE PLANS. INSTALL TEXTURED DATE 0 5 APPROVED BY CONCRETE PAVEMENT AT ENTRY AS SPECIFIED ON SHEET 3. CITY ENGINEER R.C.E NO TEXTURED PAVEMENT ALLOWED WITHIN PUBLIC R/W J04N EXISTING DRIVEWAY \ REPLACE IN KIND XP. 03-31-0 DESIGN R21V & REMOVE EXISTING PAVEMENT 0.33' AC OR .50' CLASS B CONC. PLAN SCALE S. ZERMENO L4AO AFVff'Z0,P"NT INSTALL NEIGHBORHOOD WATCH R26(S) 9 SECTION A-A 1 40' OF C g- fjw/Avy NO Comm SHEEll CONSTRUCT 8" P.C.C. CURB PER CITY STD. 104 (A1-8) DRAWN r& fjwo AL so".0we"61 NTS S. ZERMENO 2 OF 4 4 co 00 +1 rlA Al CHECKEDDRAWING NO. Z�la )ra-s-t 'ps/so Date DATE FILE NO, PROJECT SHEET N0. OF ,' N i \ 40 P TI N 00 V _ - - - - - -- -- - - - - - - r I T + I 1 I I I i o i i ! I i I r\ I i I i I I � 4 -� - -f- f- � � � 4 .33 , - -� + L q q q 4 } I } AN I�IiJry li I I I I I C 1 I b (� I : } I T fi T rI I ( w w i 00 : i I o O i - o i.. C - - - "'� cO _. 1 i - - 4--- �- --- -- - _ r°��.,o R Cu �--- -- --- - - - - - - - -- 1 - -- -� -- TID +0D - - i I I ; ; t ; i T fi r+ i BENCH MARK .� - - k - - -- - _ -- - - -- -- - -- - - -- - - -- - -- -- - I 0 1 I I I I I j o �; m 1 ELEV. 1893.747 j B NO. M 71 w r -- - - - `- -- -� -l - - - --- - -- -60 - - - - - IN WEST END OF CURB RETURN t ? CORNER 0 + { ❑ hAT NORTHWEST C F HILLSIDE l { t ; p AND AMETHYST. ' .50 _ E�, _. _ } 2�0' IVC I \ t 1 l -4 1�0 1 f _ - - - - - + f I i VI 5 r` I 6- I � ��\ - - - - - - - ' -- - -- - - - I I I o I I ! + 1 - -- - - -i - - ---4---- --- - -- - -1 - - _ ' - J - - -� -�- + -+- -- - - O NIS IED f SUgFAC A - _ - - - -- - - - - - -- - --- 1 -J - - - -. -- - - - - - - - - - - -- -4--4 -- - �- r t - - + . j tp c0 + I4-1 _ - - + -- - • _ I ' I I - - - - - L- --1-- - --- - - _�- - -- - - s ui - - -- - �- -- t - - + , + --+ CONSTRUCTION NOTES. ' 0 50 b6 ' I I i i co I + + 010 STANDARDS REFERRED TO ARE THOSE OF THE CITY OF RANCHO CUCAMONGA - --` - - -- + + i - -} t + +� t o + UNLESS OTHERWISE NOTED. I I I o p •- -� . ._.i- -�--' `"} �'`--�- 1 CONSTRUCT 8" CURB AND GUTTER PER STANDARD DWG. NO. 104(A2-8) 16 I -- ---- -+-- -� -- - �- _ - - -- -�- - -- t. t t i ! } i I 2 INSTALL 4 AC PAVEMENT OVER 4 A.B. \ 17. L 1 3.9 L*75 66 L�40�59 w c� ml I + F .+. - - -- - J .. - + - t E ST ROJND AT1 F I + -�- O I + -43.59 2 .49 11.5 8. 9 8. 9 I o v _._ _ '.- � -- ._ _- _. - _ I -- -. _ ' 1 _1.__. .__1_ I -;-1 . _ -- -- - 4 CONSTRUCT P.C.C. SIDEWALK PER CITY STD. 103 - - -- - - + _ _ _ 1 �- l `� ! +I - v Q 1 I i I I AN�ITI N 4 .33 -- + -t--- - �- + ._.. ►� - - -� -} - ,# } - , +- - -t -1 +.- + + 1 + t + * } f- # + + 5 CONSTRUCT SPECIAL CROSS GUTTER PER CITY STD. 106 B m F I O i 1 I I co 13 - -. ' m - ' -i._ ._._' . _._- _ _._ -- -- I �1 l i I f _- - T c� + C-4 I I O CONSTRUCT DRIVE APPROACH PER STD. DWG NO. 101(TYPE R-1) - i 00 I 1 ! 1 I i 1 I � I I I I a TQ �f LTu + -- - --- - 1 rn w ,.� ' I ! I �I 1 I t i I 9 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD.107-C - - - - �--� - - - --+ - - - - -- -{.�- to t -� -{ + + - �_ f t ° ` I I _ I _ _ ' __ I INSTALL STREET LIGHT, 5800 LUMEN HPSV BY S.C.E., _.._ - - - - �- - - - - --� +- a -- + 10 - I � I - + t t -1 { O PAID AND COORDINATED BY DEVELOPER. + i q.50, t 015 t i m I ----�.-... _-' --_._ -. --i_..... .._ •- -- ---L�.. --i--- t ✓--__ _.___. _- .... .... .. ... _ .-1--'..�' - -.+ + �- -j . + t s_ i- #- -1 _.y.. , {. {. .; y.. - _t. - _" '�'_� 11 - - - - --� 1 + - -+ I - +-} a xr + f t I i I 7 w co 1 INSTALL STREET TREE PER STREET TREE CONSTRUCTION NOTES AND SCHEDULE ON THIS SHEET N0. 1 i_ + + L L 12 CONSTRUCT 20' COMMUNITY TRAIL PER STD. 1002-A (EXCEPT NO PVC FENCE) 06 -. _ i � I � �' INSTALL WATER METER BOX : � t _ _ t .. j - - _ + - - - +-- -j . + _ - - - - -- + � 1 I _� Ii i O - I I-- --- -- -. .__ - ! l .... _ _.�_ {_ _.. __. ..__. iLL _. _ - - - - - - + �D sn_'_ _� -._' - - ---4 - - -- - 4- 4- INSTALL-- 14 FIRE HYDRANT - - -- -- -� -- - - +-- -T-. { t t- j + ! 1 -- - E T T + { t t -+ O �-� } I I If ; II i I I ! N AT P - i I i X S GRO�J D L L i iI i ' ._.. .. -- -- -. __ -_ - __. __ - - ---- - - -- - -.._ ___ --• - --- -- - _ .- ... _. - t } -- - -- - - - - - - - I _ - -- - - _ -- I - - - -- - - - - -� -� - -� � + � + � � J � +- + } -� � -{- �- � -- -+ - � �-�- --+ -� -�- -�- I 1- � -� }_ }- � � � � } _� -�- - � �- � -510` WC � � � ; 15 INSTALL STREET NAME SIGN PER STD. 401-A (PRIVATE STREET) ; + ! � I i � I .i•-- - - --4- -4 - + - - INSTALL R1 STOP SIGN do STOP BAR PER RC STANDARD DWG 1 8 - �-_ -- - -- - -� - -- -+ - t T } t 16 - ' ! I � i � � i � ! I � I i I I I - - - � ST 40 : I i .i. I i » � CONSTRUCT 6 CURB AND GUTTER PER STANDARD DWG. N0. 104 (A2-6). f -- - -- _ - - + -4- $ -- _. I -4- -4 INSTALL NEIGHBORHOOD WATCH SIGNS R26(S) - +-- -- --- �- -+- -- -- _1 - - - -� - + - I ; t , � , i j � I ; , 1 �• � I ' ' � ' ' J - I I __ - --- -' - - - j _ - _. - - - - - - -. I _ _ _ _ _ - - -- - - - �_.-. �.__�-.___�___ ____ __ _ ____.� _.+.___ -4 -4- --- __-�____�.__ _� �__ ____.�.__ _ ___ .. _� _ -. �. { � .� --•E I -� � I -} I I -t �- -r 23 CONSTRUCT CURB ONLY (6 C.F.) PER STANDARD DWG. NO. 104 (A-6) � ' I - 7 6 5 4 3 2 1 0 sE PROFILE, S C ALE Srq r, £ SHEEr 4 HORIZ. 1 =40' Mq T ON 4o VERT. 1"=8' 036 (D o SEE GRADING PLAN • ^ STRUCT. DEATILS TYP. 11 \ _� � �o C/ 00 wf29 02 co i ° `v r�o�Q CURVE TABLE 47 TAG DELTA LENGTH RADIUS TANGENT 634 �9 Tc 6' % 4 Cl 90°10'45' 42,50 27,00 27:08 3 h C2 33°33'26' 15.81 27.00 8.14 Tc ' C3 33°33'26' 15.81 27.00 8.14 66.60 �' 6+30.92 C4 33°33'26' 15:81 27.00 814 6.,c 70, v I� W=22 10 y r (V n C5 33°33'26' 15:81 27.00 8:14 w 22 43 efG. g"cUR f� a �,(/ _� 6 0 E-+ C6 89°49'15' 42.33 27.00 2_6.92 � TC N cD w C7 180400'00' 7.85 2.50 6S?0 z �`° ^°� rn 14 ° - � ti �• � �. 15 14 1 t2 0' SEE SHEET 2 w C8 07 05 25 40.59 328.00 20.32 " C , O SEE GRADING PLAN v 0S 3 .OQ'--� C9 19°40'42' 106.47 310.00 53:76 END. 8 CURB_ z 66.1 N FOR WALL DETAILS m C10 19°40'42' 100:29 292:00 5_0:64 TC a p 15 TYP t 1 �_ 1+93.6 ECR 0+49.17 2� 64.75 ° v e T 5� 9 + 3+44 13 - 1 W642 9 0o a; - I >, { i / O 8 O 6 w-12 � TC 61.94 �1 ' Cil 112°35'07' 113:97 58:00 86.94 { -- I - � 0 � 1 30 � FL 61.44 S '---�------------- C12 90000'00' 70.69 45.00 45.00 � Q 3+75 w=12 OFFER OF DEDICATION do 6 © to rn ED. GA 0 I 3{ ��� , C 65.23 II + C13 10000'00' 17:80 10200 E3.92 f U 10 PUBLIC UTILITY EASEMENT M 22 0 I i ;) i FOR DETAILS OF W.I. GATES, ISLAND, WALLS, FENCES do EQUESTRIAN C14 90°00'00' 42:41 2700 27,00 O M M _ I ; � ) TRAILS SEE ARCHITECT PLANS. INSTALL TEXTURED CONCRETE PLAN SCALE 6 64 6�\ °� \ �� ° I i i x PAVEMENT AT ENTRY AS SPECIFIED ON THIS SHEET. NO TEXTURED » 5+48.3 R ° ' ° ° 7' I PAVEMENT ALLOWED WITHIN PUBLIC RIGHT OF WAY. 1 - 40 W=12 " --� q 4j a _ _ 23 �T �� 5 ( ' , 64.47 ,� f 0 S CONSTR. 6 ° 64.34 _ ` _`C9 0�-4 00 I 3+00 IT1Ai � °� �;31�1� 2+00 - t 8 - v 1+00 - +49 - - +0 ap DEFECTOR CURB \ r �- - - _ - - p--- - - �--- - --- - ----� - ---- -+�- - F-- 1ST i I 1 _ p 20 N89.30'30'E 20 RT GATET I FIS 5 4 mow' 1 Nss•24.os•w �'S ,5� 92 t R+11 QT9 C� +fi62 19 +66.07 AMETHYST ST. LV N ( o j 5 _ y __ �y 65.28 -� - E �_ r ., . , - ,_. ° --y - I Io i a 000 TC 10 13 Lj AC,jW LOT A W W �� I ' a END "C RB 6 i II i r� BEG 8"CURB © 6 10 © 1+ + t 5 I , I - I E"♦ 1+62.4 11 TYP o i i l l CITY 00 4+63 4 t4 2+60 1+94.4 YV=12 ECR 0+48.83 { DESCRIPTION OF REVISION DATE APPROVED W-12 4+29.08 TC 59.63 I { OFFER OF DEDICATION & W=12 W=12 „ PUBLIC UTILITY EASEMENT 13 FL 58.96 N� ,o � CITY OF RANCHO CU CAM ON GA TYP. SEE GRADING PLAN N,n I i _ ' FOR WALL DETAILS I 3� OI �� w PLAN AND PROFILE 2.00 � 10 11 TYP. v 2 m SEE SHEET 2 ! COMMUNITY TRAIL 12 WINDSOR PLACE (PRIVATE) & STANFORD DRIVE (PRIVATE) oQRpFESS/0 � TRACT N0. 16026 APPROVED BY • DATEI CITY ENGINEER _ R.C.E.W4F3 r� DESIGN 1VIl D�uzap�mewr REC MM * S. ZERMENO ff'NGIIVFIFJ?12vc XP. 03-31-03 lAa �am c�tra. CIVIL �P DRAWN til wu4f � s�ot� SHEET AAn 9TF OF CA-� S. ZERMENO �.�+....t�n 3 O•-_ CHECKED j . RCS t9>50 Dalo DRAWING NO. �1 DATE FILE NO. / h. PROJECT SHEET NO.-OF- L= 42.50 U _ W ico f , I I I - , f I I �0.©0 - - - - - - ---- - - - - - - _ _ i.- ._-+ -... a 1 . _ 1 .. _ 1r7 }.. t ? }. PVI 19 6.65 + t E OI i icx1 1 tolN 17 80' 8 4 4 �, } } + 43. U iv i _` >`X19T. (�2�UTJ[�ARL N 7_. �rn m 4 4 + + + 1 : 24 �. I L= ; & _ .05 x - _. ._: _ _ _i 9Q BENCH MARK r� I A! i 5'3'` 47 s.- - s `n r X O + -r NO. WEST END OF CURB RETURN3 7 -r BM } s�, 1 80 11 4 � m >M `rd's rn CO°Q 0D O.� O ��� A NORTHWEST CORNER OF HILLSIDE 1 �. .... __+- -+----�- � a--- _ - ; __+_. � . -.,__. --_ + __ I � � i ,� -} -}- - - } ,N � �( � -+ AND AMETHYST. 20' < : 1 ..Ii - pL O _ . _ . i ! VC 1 t : _i - �1d ... oXIST. G20UtiD T � TOO QF _-_2•4 � ._ _ _ . 15 LT, CU�B 85II ---- _ j1 Q O i + M a- f [� U �o VC I - - - 12 10 1 � i f i oo I I 5P0.m0' -'w+ o s : s s i PVI 1 9 X06 I - -- �! f . U n i i I + I 1 4_1 --d-- --� - G- + - +.- - ...1 .. ; �..- --+- 1 .. i-- +-- 1 +--+ �-- ff�FFT:-'@E)tYt e4T # -+- - + -+- i _ �g -- - + } j. .._ a 1__ er l- X70 8 I / O f0 + � N a) 1 � pp : , f f .� --� :r b-- ' -.-+--t ._.. , L + � .. M CO_._. � r- 00 i- DQ � --�_--�-_ 1 a +-_+ _-d ._ 1. i-- --+ _ + __ j .. _. _.. + I a - 1 1 1 r i +- + - - j-- i � ' � ! � � ~ ,� 0.71% I- O�i? fi EX�ST GR LIND A I y : I , , - ---t- _-+_ __ _ - -I 4- I - -�- bo - - , 1 t� _j- so. . � ; - -r ---- } t }. � . } . }. j 3. _♦ � a--- � k �- a ,n -- FINISHED S__2FA AT I i i i iM + FI E Q� 1 I O Oa i .1 _ _i _ _ __+- __{_ __ _+ __,_ - _ _� _ _ ,___ + _ . _ �� i { + CONSTRUCTION NOTES . up} / + ARE THOSE OF THE CITY OF RANCHO CUCAMONGA . � r , - _� _o t__ *-__ _� . _ I j , � -� v.�r_5o.o0'' o.o v.� -- �.��.-__ r UNLESS OTHERWISE NOTED o � N ' � NDA I ; , VI 1986.63 _ : 4­1 V4G : i CO 0000 i tRD Liu r) INSTALL 4 AC PAVEMENT OVER 4 A.B. ' fo� 1. 4 a + a ! a + 2 o ► ' j o o ' O) o } N i -+ + '` " t t + g/? -74 l 4 + t r' `�' f 4 CONSTRUCT P.C.C. SIDEWALK PER CITY STD. 103 90_ f 4 4 ;TOP 0 RT. CUAB r o0 m O1 ,' +o°o ±� >I`a� ago 00 6 CONSTRUCT DRIVE APPROACH PER STD. DWG NO. 101 TYPE R-1 t 1 .71� y•43` U m N Rt P -- �I-- -k-..-� -'- _ I - i 4_ _ _ - o° . + -; + - INSTALL STREET LIGHT 5800 LUMEN HPSV BY S.C.E. I - i PAID AND COORDINATED BY DEVELOPER. I O \ � 11 i o � INSTALL STREET TREE PER STREET TREE CONSTRUCTION NOTES AND SCHEDULE ON SHEET N0. 1 : , , - - -- I ..., { . +--- i -1 - -1 -. +._-. + -I +cam t + # � T.'CYRf)tlTdf} *RT!PL - rn +60L- + .r AN IlT N "CFS Ta 8"CF i TOP rn o0 _ ------1 _._�.-_.�__ i � 1 8b OF RT. cuB _�__+1�8C� _ 12 CONSTRUCT 20 COMMUNITY TRAIL PER STD. 1002-A (EXCEPT NO PVC FENCE) - _ r- ___-. ._ _ _+ -- + W o.^ /� _ _ _. -_.., _- F - --f-._..1 .._, _ - _+....._. ___..L. .__.;.. _-+. � � ..__.�_.. {..�.- +._._.. ..y_ - W, -'t.._...-j- _-_♦ .f^+ .. 1 -�--'t. -- --1-_-+---+ 1 T i -t.. -� -..t.. + y i 13 INSTALL WATER METER BOX r` y. a. r } d U M ^ i I J_... _ _00 - - -L_... r _. �- _ -. i �+ , _._, - +- -� _ +- t--� -�- +-- + -r ..a _ ; + r + ,_ ; . ..f I t INSTALL FIRE HYDRANT 16 t } I � I , i � i 1 I i 8 i i � i i i - -- - - - - - - - - , _._. -d _ - _ _ - - 1 -- - ! i - -i - - f e 1 _ 1 ; 1 } 1. t ,. I 15 INSTALL STREET NAME SIGN PER STD. 401-A (PRIVATE STREET) - - __ .. __r. -- - _ , - t > 1 + + i + + t _- _ - _ - - - -+- -, _,__ a . , - _ - - 16 INSTALL R1 STOP SIGN ac STOP BAR PER RC STANDAR W 401-8. i , - - _ -. _ -. - - -+- - - - -� . _..t_ -1 -{ t -+- { --� -a- -- + } + � � I r + � I c t + � 1 � 4. � t } CONSTRUCT 6" CURB AND GUTTER PER STANDARD DWG. NO. 104 (A2-6). - ff-._ - I - --- - -- - -- _j. - .. _ -✓ t -.4--_; L _'i- _-A _4 __(_4 7 I 1 I _ _ I - - _. i _ �.. - AL._ _ _.-.� _-- _ __�_ ..-+--_-�___ -___�_-- 1_ - fi + f } t i INSTALL NEIGHBORHOOD WATCH SIGNS R26(S) 7 8 9 10 11 12 E-4 N W � PROFILE SCALE W = HORIZ. 1"=40' V) VERT. 1"=8' w EXISTING PAV'T i 3 2 4 T1 SEE GRADING PLAN i i FOR WALL DETAILS / , ��_ __�_-_-_---- 8+48.55 n W=12 i ri W=12 cQ� 9+53.82 10+89.95 COMMUNITY TRAIL 12 13 11+20.14 i 6 �O 9+10 W=12' 60' OFFER OF DEDICATION AND W=12 i ------- 6 10 ,5�,� 6 PUBLIC UTILITY EASEMENT 6 11+60 �9i �� 1 r- 29.3 . cbx 13 10 12 00 9p '�0 �0. I 22 I I 4 h �S zo X20 PROF- GATE Tc 0 _ 11+00 �� 12 00 Ab � j 8�8 C '� 10+00 �l1s31�� f �s�l`! N89°30'30'E �` J + 7 " 08 .94 7+85.57 9�, 6`� - _ F'_7_5� �� ► ; F ;I PLAN SCALE 5 W:=22 6 �O i 1 = 40 TYP. 11 `� ` p PC \\` I p 13 PE i i iti O 8 4 GATE 12+0 ,. \ 20 p 0,) 10+45 t4 6 13 o F 80.8 oon 60' OFFER OF DEDICATION AND/ 6 13 11+27.78 16 `I E 7 +oo PUBLIC UTILITY EASEMEN g+84.23 �st ,I ' FOR DETAILS OF W.I. GATES, ISLAND, WALLS, FENCES do EOUESTRIAN TRAILS, SEE W=12 W=12 15 i ,s L_-_� ARCHITECT PLANS. INSTALL TEXTURED CONCRETE PAVEMENT AT ENTRY PER SHEET 3. 13 ;` ° C SEE GRADING PLAN ; \ NO TEXTURED CONCRETE ALLOWED WITHIN PUBLIC RIGHT OF WAY. ° I, 2 FOR WALL DETAILS 313/MW 6 COMMUNITY TRAIL 12 i 0. 7+65 18 22 I CITY ti� �N ' 42' 33 � DESCRIPTION OF REVISION DATE APPROVED ° r sr,�14 CURVE TABLE �Op TAG DELTA LENGTH RADIUS TANGENT E»"� N CITY OF RANCHO C U C A M O N G A AIA TC ' o B1 10000'00' 17,80 102:00 8,92 F_ 7+02.7 / L B2 10'00'00' 17.80 102.00 8.92 W W=12' \36, B4 70°19'18' 33.14 27:00 19.02 LLJ PLAN AND PROFILE O6 40'�-// B5 90'10'45' 42.50 27,00 27,08 o'��l / ��NE B6 89.49'15' 42.33 27,00 26.92 W WINDSOR DRIVE (PRIVATE) do SHERWOOD DRIVE (PRIVATE) SEE SHEET 33 B7 90619'08' 91.43 58.00 58.32 cn FESS/ B11 70°19'18' 55:23 45.00 55:23 DATE APPROVED BY R.C.E. 4953 CITY ENGINEER V.W LAJ � f � DESIGN � RECO E i W�lOP�.aA'T XP. 03-31-03 S. ZERMENO JA'CIXZT"A'G U DRAWN tow/A$wiii .moa sw► CUM," S H E E' CA At9,PI PA AOA W"Am6 F OF CAS\� S. ZERMENO AW?�. Ob"w R� 4 of 4 CHECKED I .d DRAWING NO. �- Lamfj ✓."i'as`! RCS' 29>SO Dafs PROJECT SHEET N0. OF