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HomeMy WebLinkAbout1499 NOTESor ROAD GENERAL ._.v _ BASELINE ._. .. ... .. _.. _....... �_..._ .._.. 1. All work shall be done in accordance with thaw plans® the City of w w Rancho Cucamanga Standards and the Standard Specifications for Public < SITE Works Construction - 1591 edition. Contractor shall be familiar FOOTHILL Rl_ CJ MASI DR. with an shall o ro nsi e for a herance t the Standardsan o i at 10t , and applicable supplements. Y OF RA \ C - 0 CUCAMO N U A W I 2. All pipelines or substructures of any kind, telephone or power poles, UJ UJ SEBASTIAN WY. water meters, valves, fire rant $ etc . shown r not shown on these planswithin the ri right-of-way hydrants, dli it or in adjacent areas where 1 rovernent work is to be dome shall be removed, ralacated or protected W in placa as roquirod at no cost to the City of Rancho Cucamonga. cn STREET IMPROVEMENTS zw . Any contractor performing work on this project shall familiarize w = himself with the site arid shall be solely responsible for any damagetoH a _. -J a= ST. existing facilities resulting directly or indirectly from his operations, -J _ H UO whither or not such facilities ars shown on these plans. < � �' En FOR6TH - NORTH 0 z. A permit small be obtained from the City of Rancho Cucamonga Engineering Department prior to any encroachment or construction within City of Rancho Cucamonga easement or right-of-way. Lu . All grade stakes shall be set by the Contractor or Engineer. Paving M stakes shall e set at hinge points, edge of pavement points4TH STREET within 0. 01 foot of subgra e elevation and at riot more than 50 foot intervals. Additional paving takes may be required y City Engineer ARC A P 0 13 6 z1, 5 as needed at warped or vertical curve areas. VICINITY MAP C. All sewer, water, electric, gas, hone or other utility laterals, NO SCALE mains, or crossings shall be constructed prior to paving. . Compaction tests of embankment constriction, trench backfill, compacting original ground and all sub-grades shall be performed at no cost to the City of Rancho Cucamonga. A written report with these compaction tests shall be submitted to the City Engineer for approval prig to the placement of ase materials and/or surfacing. I dim 4& �L CONSTRUCTION NT S QUANTITY ESTIMATECONSTRUCTION T QUANTITY ESTIMATES . At the completion of paving, a materials report hall a submittedt N . DE C IPTI UNIT QUANTITY F;::: . DESCRIPTION UNIT QUANTITY the City Engineer . Listing all tests or determination completed to SHT. N . I CONSTRUCT 4" A.C. PAVEMENT OVER 4°° A.B. S.F 78,838 23 INSTALL W3 (RT) AND W6 (15 MPH) ON POST EA. I verify stability oil content and gradation of a halt . - v-i _ .. _. TITLE 2 CONSTRUCT CURB AND GUTTER, 81° CURB FACE WITH 24 INSTALL W11 ( MERGING LANE ) SIGN EA. 1 9. Prior to installationof -anyv-paving, a mated report shall SEBASTIAN A 24 GUTTERPER CITY OF RANCHO CUCAMONGA 25 4" SKIP WHITE LANE LINE PER R.C. ZTD. 133. L.F. 160 submitted to the City Engineer, Listing all tet ordeterminations _ STD. 104. _ _� _ L.F. 2,655 26 411 WIDE SOLID WHITE LINE L.F. 100 completed to verify sieve analysis and sand equivalent of MASI DRIVE _ �._ _ _ aggregate base. 3 CONSTRUCT P.C.G. SIDEWALK. PER CITY OF RANCHO 27 ERADICATE EXISTING CROSS WALK STRIPING. L.F. 160 HORIZONTAL T L. PLAN �' � CUCAMONGA STD: 103. � -... .�_. _. _.... 26 45i 28 PROTECT EXISTING UNDER SIDEWALK DRAIN IN PLACE. EA �. 10. Paving hall a performed in accordance with -Value and Pavement tests S.F. , STRIPING IG L � _ taken to determine structural sections � prior t final plan approval 4 CONSTRUCT 4" DIA, CAST IRON PIPE. L.F. 11 29 REMOVE EXISTING P.C.C. CURB AND GUTTER L.F. 190 DETAILS 30 PROTECT EXISTING STREET LIGHT IN.- PLACE EA. 6 rocky 11. r�ooimprovements tthesub-grade rsu - dee to be lahallced obeprepared tive oil which consists all rocks STREET E 7 5 500 H INSTALL STREET LIGHT 9LUMEN PSU BY S. y � g q T T .C. . , 31 ADJUST EXISTING PULL BOX OR STRUCTURE TO GRADE. EA. r which protrude above the sub-grade and all voids or depressions shall STREET T ( ROCHESTER AVE.) 8 PAID AND COORDINATED BY DEVELOPER . EA. 15 32 EXISTING .TELEPHONE POLE TO BE REMOVED. EA. 6 e filled with a fine grade material of a quality better than the native 6 CONSTRUCT DRIVE APPROACH AND SIDEWALK, 33 PROTECT EXISTING STRUCTURE IN PLACE. EA. 3 material . ROCHESTER AVENUE- UNSIGNED Y CITY. _ --- .-- .-- .. .____ .._. N.A.P. ® R F NC H T ONLY COMMERCIAL/INDUSTRIAL, PER CITY OF RANCHQ 34 REMOVE EXISTING WATER METER. EA. i_ .._ 12. If the asphalt concrete is to be placed on sub-grade, a soils sterilant CUCAMONGA - STD. 101-C SEE HORIZONTAL CONTROL 35 RELOCATE EXISTING STREET SIGN. EA i registered by the F. .A. for use under A. C. and P. C. C. shall be uniformly applied at themanufacturer 's recommended rate for the full ave ntPLAN FOR STATIONING.:, � S.F. .m.. 6,558 36 SAWCUT EXISTING PAVEMENT FOR REMOVAL OF width prior to paving. E 7 REMOVE AND RELOCATE UTILITY PULL-BOX EA. 3 EXISTING CURB a FORMATION OF NEW CROSS 1 shat of gaantiti i nova y the Engineer my for the 8 CONSTRUCT P.C.C. CURVILINEAR SIDEWALK PER GUTTER PER DETAIL 2 ON SHEET 6. L.F.° 118 �► IN convenience of the developer, the contractor shall make his own CITY .OF RANCHO CUCAMONGA STD. 103 AND 114. 37 INSTALL W3 (LT)AND W6(15MPH) BANDED TO ST. LIGHT POLE. EA. i determination of construction quantities before submitting i . Any DRAWING NO. 1426- SEE LANDSCAPE_PLANS FOR SPECIFIC DETAILS. S.F. 992 38 INSTALL R61. -19.1 (30'1X24'') ON POST. EA. i item of .w rk required y these plans which is not specifically listed 9 CONSTRUCT SIDEWALK AND RAMP PER CITY OF 39 INSTALL W41 (SIGNAL AHEAD SYMBOL) ON POST. EA. i in the estimate f quantities hall consideredincludedin the . ._ _.. .. _ _ RANCHO CUCAMONGA STD. 1.02 AND 103. EA. 2 40 INSTALL REFLECTANT HYDRANT MARKER PER CITY OF other item of work . lQ CONSTRUCT SPANDREL AND CRASS GUTTER PER CITY RANCHO CUCAMONGA STD. 534. EA. .i2 14. Street in per City of Rancho Cucamonga Standard Numbers 1 an 4G2 • OF RANCHO CUCAMONGA STD. 106-A. S.F. 1,380 41 COLD PLANE EXISTING PAVEMENT 81 CONSTRUCT hall constructed at each intersection. __ �.. --- -ii T WAY BARRIER STRIPE PER CITY OF RANCHO 0.10° A.C. OVERLAY PER CITY 15. City approval of tan s not relieve thedeveloper from r n i lity _� _ � __w for the correction of error and omission discovered daria n trach n. STREET TREE LEGEND CUCAMONGA STD. M. L.F. 63.5 Upon request the required plan revisions shall be promptly submitted to 1.2 PLANT STREET TREES PER LEGEND SHOWN HEREON A. 1.42 the City Engineer for approval . 0STREET NAME BOTANICAL /COMMON NAME QTY. SPACING SIZE 16. Work site and exterior str-eet hall be in a neat, clean, hazard free, MASI DRIVE LAGERSTROEMIA INDICA/ 32 20'O.C.MIN. 15 GAL. orderly tat throughout construction. it hall cleaned upon a CRAPE MYRTLE (SHELL PINKS -- a`1 .......e ...... .--- .... .... . .a.. mw.munuxuwmnum.mmm«......:..«...i...« ,,., request of the inspector. p SEBASTIAN WAY LAGERSTROEMIA INDICA / ?0 20'O.C.MIN. 24"BOX CRAPE MYRTLE (SHELL PINK) 17. The final or surface layer of asphalt concrete roadway shall not 13 CONSTRUCT UNDER SIDEWALK DRAIN PER CITY OF be placed until all utilities and utility laterals within the r a wayO ROCHESTER .AVENUE RHOS LANCER / 20�QC. MIN. 15 GAL. 4 AFRICAN SUMAC RANCHO CUCAMONGA STD. 107-8 SEE DETAIL S. SHEET 6 havebeen xn tall ® all on-site it rove nts completed, an all __. FOR TYPICAL DIMENSIONS. EA 10 unacceptable parkway and roadway improvements are removed and replaced a ROCHESTER AVENUE LAGERSTROEMIA INDICA / 36 J5'0.0. MIN. 24 BOX -- a (ACTIVITY CNTR.) AP Y LE L4 PROPOSED TRAFFIC SIGNAL STANDARD SEE TI s at the Traction of the City Engineer. w.- 1 •� � u ' c.oa ac•toR �t-o pRovlpE. NusZSERY CF A^ -m spec.tf:'Mo c.kJ TIVAA. TR FIC SIGNAL PLANS (SEPARATE'. 1 Call UndergroundService Alert for under rt un locations 4 hours - - - _ - --- - THE ELEVATIONS SHOWN ON THESE PLANS READ 0.20' before you dig 1-800-422-4133 . LOWER THAN THE CORRESPONDING ELEVATIONS SHOWN 19. Contact the following, as required, 4 hour prior to excavation GENERAL NOTESE T 1. REMOVE AND RELOCATE EXISTING STREET LIGHT AS ON FOOTHILL BOULEVARD IMPROVEMENT PLANS 1 PREPARED BY MADOLE AND ASSOCIATES., SHOWN ON PLAN. EA. General e .Telephone Company 1. ALL STREET TREES SHALL BE PLANTED IN ACCORDANCE WITH. CITY °1 11 STD. NO. 510, SHOWN PER DETAIL SHEET NO. 7. 16 INSTALL R26 NO PARKING SIGN ON POST, OR 9000 Hellman Avenue Rancho Cucamonga, C a. 91730 2. ALL STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO CITY BANDED TO STREET LIGHT POLE. EA. 18 ..�.._.___W. .....�_._ _ _. _ A,. STD. NO. 502, AS PROXIMITY TO HARDSCAPE DICTATES. TREES PLANTED n 11 (G G) 989-1700 WITHIN TREE WELLS (ACTIVITY CENTER) SHALL BE STA►��ED 17 12 WIDE SOLID WHITE STRIPE L.F. 336 > �� 7� I PER DETAIL ONACTIVITY CENTER PLANS. ROOT CONTROL, BARRIER �� � �� � `� °� � � h�'�� �-3� Southern California Edison Company WILL NOT BE REQUIRED. 1.8 4 SKIP YELLOW CENTERLINE PER CITY OF R.C. STD 133�� L.F. _ 43O � :�� �'� VHF �tJfntna���1r��1 151 East FranciStreet 19 RELECTIVE WHITE PAINTED SYMBOL OR WORD � Zpvtfto AcTtvTY CE-NT9F-JX-Ff-vA9.rF-tYoN c11nf �•cc,•q , 3. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS --- -- --- - -- - -- mm - 0 kC 35373 ;j rr-J RocHETEA AvE.• " ntario, Ca. 91761 REPORT SHALL BE FUR{�ISHED TO THE CITY INSPECTOR. ANY UNUSUAL AS SHOWN ON PLAN. EA 11 .� . P _ f (909) 986-5861 TOXICITIES OR NUTRIENT DEFICIES MAY REQUIRE BACKFILL SOIL o, � q BY DATE BY DATE INSTALL STREET NAME SIGN PER CITY OF RANCH AMENDMENTS, AS DETERMINED~ BY THE CITY INSPECTOR. 2 _ ; REVISION I0 DESCRIPTION uthern California Gas Company CUCA N A ST 4 1-A AND 401 - „ `? ENGINEER CITY 4. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY EA. 1 ` .` APPROVED APPROVED 1981 tLaguna Avenue THE ENGINEERING DIVISION. .. _.__�...__.. .._�... .. ... .. _ .....__. .._. �.. 21 INSTALL STOP SIGN PER CITY OF RANCHO CUCAMONGA P.O. Box 3003 � CITY;f> 5. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT STD. 401- B R1 36"` STOP SIGN. 1:EA. _ 1 Redlands, Ca. 22573 PLANS ONLY. _ _ 11 00) 624 -2497 22 INSTALL R26B NO PARKING HERE T CORNER' EA. 3 � �° i TITLE SHEET Cucamonga County tater Districtrn 33753 rn'M mmPKVV mrA LN -1-5 Water and Sewer ) Aft E MA c Exp. 6/30/98 GC an Bernardino Roe C fi P.O.Box 638 FOR Rancho Cucamonga, Ca. 91730 & (909) 987-2591 eg"" A'RCEL MAP NVA". 13 8" 4 UNDERGROUND UTILITY NOTE rAPPROVED BY OW PATE 01 Construction contractor agrees that in accordance with generally accepted construction UNAUTH IZED CHANGE USES: Thengineer preparing The existencean location f any undergroundutility r structures . 121-B (CITY OF RANCHO CUCAMONGA) CITY ENG NE _ _ _ R.C.E. . 24953 practices, construction contractor will be required to assume sole and complete responsibility for these an will not be responsible forw or liable wn n' these plans r taro y p search of the available records. T DESIGN TR. C. E. RECOMMENDED R.R. spikein the center i 1 f thewest win 101373 T ®a ark treat- t . A job site conditions durin the course of construction o the project, including of ty of all persons for, unauthorized han to or uses of these plans. locations are approximate and shall be confirmed y the contractor, that wal-1 at the N.F. corner of A.T. & S.F. R.R. tracks . and property: that this requirement hall be made to apply continuously and not be limited to All changes to the plansmust be in writing and must any necessary a ju t nt can be made in alignment and/or grade of the r and Rochester Avenue. Sec. ?® Ti S., R.6 W. , . DRAWN an h Cucamonga, CA. 91730 SHEET normal working hours, and construction contractor further agrees to defend, indemnify and nold be approved by the preparer of these plans. improvement. The contractor is required to take u r auti nary measures to (909) 945~2119 1 design r Tonal ha from any an all liability, real or alleged, in nn cti n with theprotect any utility lin shown an any other ;lin not n record r not shown � • - _� r . .E. 33753 performance of work on this project, excepting liability arising from the 1 negligence of design on these plans. CHECKED Todd R. Bremner 6-30-98 ClRWG, NO. professional . --CITY DATE--(V-ZeA4- --FILE 1#17 C11 PROJECT SHEET NO. . OF L=50.001 -0 0- PI.=i193A5 0 0 0 0 im W 0-0-0, 0 0--0- 0--0 0 0 0 0 0 BENCH MARK NO. 121-B to rlll�- a)to --#-(D 0 to qr 0 U) 0 0 CQ 0) cllllj 0 0 P�: U� 0) 0 to 0 R.R. spike in the center of piling of the west wing 0 to - 0 (\j 0 - 116 U-) 0 OD wall at the N.E. corner of A.T. & S.F. R.R. ........... -51q 11:�ll� "ft r a c k s Q U') C\J 0 OD 0 cl� 0 a) TO) + G) +(T) + 0) + 0) + 0) 0 PARTIAL i0o V.C. 00 - -1 CD QD -1 OD It -4 + and-, Rochester Avenue. Sec. 7, T.1 S.. R.6 W., S.B.B.& M. I r,- 0 U') CD L=Ji.05 0 0 + -Vq -%4 -1 4 -4 vi a) W4 + Cl6 OD PARTIAL 100' V.C. 0 0 N 0 0 0) + ELEVATION 1121 17 1 0 L/4.1- L-/4- C3 ,q + ----0- to !M 6-1--11-1.11-------- I" 1;t 0 4-.-75-' 0 It 0 0 0 C6 0 In + q0- I;r 0 0 0 to + 111`4 N (j 00 0 0 0 1`0 0 W W ai 0 C; 0 CD U) -------------- 0 0 + CO Cxi 00 16 In 4 0 OD + 060 6 0 P..l: 0 P': C\J 0 CD to CD - I,-- 4 CO 11) r- 00 w OD -Wq %.q CD CD In OD + 0D + OD Cd + -.4 + e-i 1`0 + + + W-1 ..4 Clj OD V* 0 Cd W C\j Poll) 1`4) w4 0 d L6 0 rlllz �4 4 -4 ...... + + + 00 OD OD < L/4 VA RIA 8L E 3: HEIGHT C.F. 0 PROFILE1OF Cn .4000 - 0.40% z &IIIII LIF 50.00 1\4 LT TC. -F)-I-. 1-93-.02- ...... W 61 EX STING GROUND AT STREE NO ONOM000 0 0 6 1 z 0 0 - '1-14* V CO e-% 0 L6 -j W P.- .0ma) VO) m M CD 0 Li 0 . r* - - 0 y -W)-W 00 0-----?Q FD� 0-) U') I- (D LC) Q 0 cllllj 0 C� Cj (P (0 (D 0 -C\i ---i, ---Ui.rn--I� ?� C\j 0) + 0) cy) a) + U') L=iOO-OO' cli tc) .4-1 cc) + 4 + 0 a) 0) rf)C\J oJ 4- 0 0,11 00 wj OD 0) + + C� Od -I + j P- -1 00 -4 C0 -H --i * -W-1 -W4 0 40 -4 -111-1 -0.4 -1-1 -4 a) 00 -4r4 C\j -.4 C\j t4-) 0 -4 V-1 a 0) + P.I. 1187.77 0 MO 0) -+- ) + (3) + --------------- -------- r4-bj -00 - L/47 LLj -0 >� W C; 0 tO .H rq C\J -1 C\I Cn 0- wq P- L/4 10) oo 0M 0 0 ()j 0 0) 0 + v-1 I --I K) (D 0 0) 0 0 OD 11") 1 1* --------- -4H 0 0 0 0 0 0 0 4 + . 0 (D OD (D 't r,- ,q (0 I to "4 to o Gi p- 0 0 -PZ. - f- -- 0) r -.-M AM!!_ .0 mom -OD -0---- LC) o- -1-19 OD 00 n- 0 OD p..: r4) OD CO + 0 -0.61 % wq 00 + ('0- OD tr) P- 06 0,4 CD + -w-I F- C6 0 OD 0- oo OD M (\J OD Co + .4 lot (\j LO OD + + + + -4 227% I C\J I`() K) W4 0 Wq -ri -q4 C\j w4 -1 -7 IV4 -4 -H 0/0 X0 M M -- 0 70 L/4 L/4 >i L/4 L/4 > 118 L O�60 % PROFILE L�50.00' Uj it .63 "No- RI.=.,A93A5,,, CR WN 0 1-0 TRANS. 0- z ------ Q0 �"o M F-i Irst 10 0 Uj d -0-0- o- 0 0 0 0 0 0 0 -H (7) 0 If) 11) 00 0) 0 0 C\j w­o "',r*- C11 10 '4'(0 M 0 'It lx� OD 0 P- 0 P- 06 0 IN OR ci(� C\i 0 L60 LO 0) --------CF--'- C\J U-) ------ clo, C\j C)) 4 0) 1 C� 0 11 0 00 . M to a) +CD + 0) + + V-4 Ob 0 on CD C15 PARTIAL 100' V.C. 4 0 t -4 r--.4 1- .4 1" 00 %-1 OC) + + 0) < 0 PARTIAL 100' V.C. 0 C� C� cr) 0 -wi-4 W4 %I wq --r-i -1 1 wq L=11.05' 0 (D 0 0 -1 to 41-A + wi -jVjL-/-4jL 0 W 0 C; d 0 + L/4 L _74- CD CD 0 C6 0 11) M0 W 11 i to 0 0 0 6 M + A 4- --rT- qq C5 Cy) to 0) co 0 0 to U) MO Uj W-i If) -,4 (C) a) 00 - 0 pll- 0 A ildft, AD (D 1- 0 00 M-4 a -- Cx) U') C0 1`10 p,: OD 06 CD + 2% OD + 00 + 00 0 ro 0 1', 0 C%j OD U) .91 -q 'I + 066 00 + OD OD U) OD fl- C6 Ile) + U) + + + 0 -4 OD 11) r4) v-1 14) OD + 00 + �ri 11 11-- OD 6 OD. w4 . P.-- W 0 + Ui 0) W-1 11 -0.5 % L 4 OF, LL: + + LO PROFIL- C-) q 0 % -0 0 '�-'O.40% S Ly Co VA RIA 8L E 0 L 100.74 TAN L HEIGH 7' C. F. C\j 1745 x SCALES O.C., <6 HORIZONTAL 1 " 40 ' VERTICAL 1 " 4 - A U i e- 2A 3 14 15 16 17 18 19 e.u 2'1 to 14 (n z 4' WIDE SIDEWALK EASEMENT TYPCAL SECTION "A SECTION D W SEE P M. NO. 0845 pa ov-,3 -r% CA L. W 0- TYPICAL 4 LOCATIONS THIS SHEET Ditczoo3-219( 1z U) EXIST. C a G PER DWG- NO. 1426 0 nois rws 5#6rff r 0 (3 -.1 -t 3 - L) z 13 6 5 13 5 6 W U: 5 W 11ll- 5 Uj -j ".20670l"13 +j To I i H U: ff 4 72 7- .2 0.070134112 3 W M on M C5 6> z 0 W 0 ZH co x (\j Uj 06 1-: < >; 00 P-: C\j 0 z C d-j (D 0D 6 6 .5 (i M 0 H F.:U: ct; OD iri -j U O� 00 OMM wi OD -10 a 0 11,11 Co w-1 -A >; z z LL: >i W W wq (3 -;�I'- �q (3 -H Lj + N V >; Cr. (3)C\j Uj 0 0 z cd oicii 0 r'-0 0 U-) 0 to 3: to OD 0 0 0) L) OD CC) 0)(4)t to F� F- >; Cr. OD-1 0 0 3: U-) F-:H co A P,�PZ I �,:Cr- 110 Z 0 c\1-.4 OD ,.,4 to fir) . 0 (.)z F-: + 0 -j F-: (D fol) -J -)z 0 C; -j zo 0 0)0) R) + + OD OD C'i clolli C; to 0)OD 4 0 W Cl 0 -.4-.,,1 (0 o CC) I + �4 (o If) qj- U) H 0 0)(y) OD 0 OD >: --H I.: C\j (D GO (D + + F-: I--: t4i OD w-I ll-� H cy) CC-w-I�H Co Lu 0 -4�i + 00 0 tQ + F tryot 0 �4-4 + + 14) C\I CQ + 6-W OD +� ob C/) fl, 0 10 Cn , 3: OD + to -1 C\j + 1`0 r- a) Ui 0) (T)0) a) 0i to OD U-1 CQ LO 4 -44 3 + co + OD c6t + :01 , I �- If 9 Co 0 Co 3 C"M + UP i =40 -w-1 3 %-1-w4 I,- U- cn SCALE z -rj-q r W = = to lot 011 > G 7 (-L19i.9i FS.) �4`440,� _ollo0o" 48+56.51 ROCHESTER V to INT. C, 24 SDI C\j to 1192.72 F. 0.40% 1 20+59.68 SEBASTIAN W too A4 AO 'I -T o 418784 F f , - I L I S.M.H. -q�� -- .1.1 1188.76 F.S. -6.-60%- 1188.14 FS. C\I A t'F.S:-- 6 W ' 6'600/0 6!ISD- S11 T* I - ------- 1191.9 5ee 1 Or.-,JC�CT to&\) LINE 11+50.86 1'r22% 17+80 U8947 F.S. S.D.M.H. 14+03.70 A 19+88.68 04\A1, 3+03.70 19 20 16 LA-N 17 18 -C\j 12 i4l I N\ 10+00.00 1187.74 F.S. S.M.H. 15 1192.90 F.S. 0.54% 1.2 2 0/n S.D M.H. to 18+30.40 3+36.85 po 1 0.72% - QL) ----CL INT. ro7% 0.60% 44- % ........... TRAt,1S- 0 a soft B"w A E BOX 1p" 13 PARKWAY LEGENL) 1189.39 F ip I 1 1 1 1"Y L4Jj V q /L-1 y I r 0 E Box 0580/0 10+58.00 B.C. 0 PROPOSED WATER METER Lj T y all PROPOSED 'IRRIGATION WATER METER q W Cn -j /PcF� A3C-ht-OT I - (.) I U PROPOSED FIRE HYDRANT U- U-j U 1 11 11 Ij LL: 1545 -0 2 a .20D7C*A I C3 W Cq M Ct ....... 0 cli Cd 2. -0 0 z -j d-j > 2 0 PROPOSED DETECTOR CHECK VALVE 0 Uj _j Pz ok 3 tA LL 0 a)(NJ 0 1 C� P- 01 1 -v (/)02 0 M L-0 I..: 1 1--:LL: Lj 06 OD C\J P- 015 0 f- H OD CID 3 0 % �j > UU-14.1 to (0 9� to OD OD C\j 0 tl� 0 00 OD(0 to -i to 6 00,4 K)(D 0) :3 1" " . Cr U) wi r4) to . + 0')M OC) -.4 11 Vo C) v-1 0 n 0 Co 133 P�: W to 6 -j Uj V% + M t-Z CD OR 4 clllJ(\J* OD t4i c4liJ 00 OD -j R� OD >: (n a, 1414 + (j-j (D* M>LLj + CD(,d (0- + -ri 4 j--:LL: I,- I D C) 1.-: OD 0D Ifj C -H n V $. q U C) (f) 0 0)(y) + 0)b) C5 0) CIA I-z LL: Ct5 CIJ on + OD it m4 W4 fl, M 0) A 0 to > CL "'lorl 0 -.4 + C.) + t-� P- v4 00 CAL r) -1 + vi-wi tA WCOILD 1% OD,, co + 0)CQ (3 Nl� co -50' 14 0-)C\i U� + v-1 Ift I ro -.4 3: OD(\J Uj 0 < (\J 0 0)ro tr) %-i I r1r) (D + 0 "zz -4 00 0-1 c6 c6 06 06 OD jj\ "1 0 on 06 + co OD + OD 00 << z 36 W -1 -wq -4 .4 !n 0 cc Cr OD OD P P. 4 00 vi CD to 0- (D (DOC 5 C; + z �5 Z, 5 5 z Nm Ci 6 ? -1 w-1 Vie-*To rZ C6 T YPCA'L SECTION A SECTION D CURVE DATA W \\Ve (0 W z U Cy 13 U) 2e LO C,&.T e 0 A-S W ALTA copsoL-T&OT SEE SHEET 4, HORIZONTAL CONTROL PLAN, FOR CURVE DATA AND 0- 0 HORIZONTAL DIMENSIONS, PER PARCEL MAP� 13845 R.O.W,. Ah ak KoV10N)A OL-41P Awl& row% CONSTRUCTION NO"'T E S 5AP ()Ieclol CONSTRUCT 4 A.C. PAVEMEJNT OVER 41 A.B. �WAv& 'w A CONSTRUCT CURB AND GUTTER, 8 CURB FACE' WITH F? < 1 2 GUTTER PER CITY OF RANCHO CUCAMONGA CO STD. 104- 0 C" I T Y OF RA" HO C' UCAMONGA LIJ M M '-'NO. 33753 66' 66' CONSTRUCT RC.C. SIDEWALKr PER CITY OF RANCHO 3C 3: 10 3: E,,q)- 6/30/98 CUCAMONGA STD. 103. 33' 33' 33' 4- 33' 0-6 PLAN AND PROFILE cc ...a cc & cc INSTALL STREET LIGHT .9500 LUMEN HPSV BY S.C.E. I v 22' 22' 111 - , ' WAV &# PAID AND COORDINATED BY DEVELOPER. 11'", N #M% I 22' 22' FM Z 3 T I 01- C,kt,LVO BA"Ol" At 70 0.50 ' 4 2 2 4' 0.50' -0-.50-' '4 2 10 , 10, 10 , 10 , 4 0.50' CONSTRUCT DRIVE APPROACH AND SIDEWALK, 77. .00 0------- '01 0 ROCHESTER AVE. TO 1059.68 FT WEST e-a e- COMMERCIAL/INDUSTRIAL, PER CITY OF RANCHO FROM (L 2:1 MAX. r M CUCAMONGA STD. 10i,�C',' r%AK ;to;EL " AP N ", 13 `45 0.13' 0.34'-,-,, 0.4 5'--tzzl� 0.68'-Iqz�� 0.50 '--wz�`z CONSTRUCT UNDER SrDEWALK- DRAIN PER CITY OF 20 -yo MIN, APPROVED BY DATE '2% 1%MIN. 2% 2%&- LEVEL LINE %j I - I LEVEL LINE RANCHO CUCAMONGA STI) 107-B SEE .DETAILA., 77'T-%�/ J% MIN. CITY ENGINEE R.C.E. 24953 2% SHEET 6 FOP TYPICAL DIMENSIONS" 30% 1. 10% 2.30% DESIGN RECOMMENDED Af 2. 90% TODD BREMNER, R. C .1E. 3: 3: 10373 Trademark Street-Ste.A C:) T. R. B. CU 0 illl- "I P.O.Box 1614, 3 CU 3 3 W - C; PIZ lot)-3(0 DRAWN Rancho Cucamonga, CA. 91730 SHEET 79 pwf LocA-riotj 5T-. L'r.& 0 0 0 (D Ai Cd 3 0 brac2codl-00199 (909) 945-2119 z z Z-4\ q1 al AL.TA Cpkiosq --5 Vd- 2-f IR R 2 1 2 2 0 Pm 2.007-00 P. B. R.C.E. 33753 OF 9 TYP SECTION " A " MKO Itz BY DATE BY DATE CHFr ED W DRWG. NO. SECTION " Del Todd R. Bremner Exp. 6-30-98 &y EVj%jorzGjzjtjCj I `11-� -1 ACAP.7l -rb WALT A`?PP-0"J-!D _"5?ec-r,CrL PLePLAC.6 0 0 0 0 7en 0(D to 0 L + Z -4�27a�/O- to STA. 11+50.85,T0 STA. 18+30. 40 REVISION DESCRIPTION E GG I N E E R CITY AT STA. 19+89.08 R=6,,O T.I.=7 CITY Tl. = 7 61 -oge LIFT 4C. APPROVED DATE --FILE NO. R= 6 APPROVED Ile, lo, PROJECT SHEET INO.'-.�� OF- 0-0 o c o L=50.00' L= L= 54.98' a in co P.I.=i204.79 12' M N L=108.-6 ' F 1 " �, O o� o o o ~0 BENCH MARK NO . -121-8- L= 100. ,4 L 48.37 ~ ODOtD -! co N R.R. spike in the center of piling of the west wing TAN L=124.79 L= L= 7 .74 L - L 102.591 L=38.541 L= 188. 9� O N(Olt 16 + �Og+ � O *i wall at the N.E. corner of A.T. & S.F. R.R. tracks - 0.C. 30.00 17.45' x1190.60 P.L=1198.31 _ --+ opNcc t 1208 P.I. L - 124.46 O.C. N in NW a +N r` N �� and Rochester Avenue. Sec. 7. T.i S.. R.6 W.. S.B.B.& M. O.C. �; "� ' '' �� o ELEVATION 1121 . 171 wf L=100.74 C. � L!=141.13 O.C. L= 214. 4 ( M M ca -i-+ -��+ _�� o TAN ao i o 8 TAN Oi e0u '� Ll4 �' 0 a CD o > M OI a '� L/4 = a w W '4 p et ,� 1195.74 W nj o' L/4 \ o� o �j OD M 16 O Ch + to O o + L/4 a o 1, t l96 f U to ao v. .f + •,•i M 14+00.00 N ti N o 0 In � Olt !- W Q c a ao aD ao N CO M -4 -•4 - �t Ki 16 O o � .,' N w �t . O 1204 _j M inm GQ W M I .-1 U -•4 ti CD -i Q� N O In I o i m pD Q N Q OD O O W 1111 111 O o -•i M -'1 O .WI > d + v�, + N + u c•j N cV U �D In U UfA P- 0 M 0 M oti Q10 a) N � M N I QD ODO � � -+ 111 oto � > 11 + > ,n U . o Wt o, o + + + N .-1 --I -4 -i .-1 OD aD �- ad G1 M W _j SOU X00 NKi pOj � .�I .+f ISN � N � N titi -.1tn o� Nib aD a0 .� d o -i o O W4 + � '+ '� -I -+ -� � �' '� -Z.15150/0 � 0 ti ti � � I�� A �•A ° " " > W Z 'y- O + tt �t LU W Uj L/4 L/4 H 4 V L/ IL/ PROFILE ( F E > ELEVATION _NOT4� wommonomm o PROFI E OF L/4 W LY T.C. O ao O THE ELEVATIONS SHOWN ON ---- �p 73% o o � THESE PLANS READ 0.20 + 0.40 /o -0.40% +0.40% 1n ,n W L T.C. v f`0 t0 .4 M co M'a d C j anti .., W • 6 - ,6 CD LOWER THAN THE - il88 Z z 11 EXISTING GROUND AT STREET 2.95°1° � N 0 -4 o+a `+°CM� a� �� CORRESPONDING ELEVATION. 1208 O / pO O pi M tp .4 .-� o I SHOWN ON FOOTHILL 1•, W ~ L= 00.00 �_ i 1195.74 -.I + .N•1., .U-1 `4 26 /o'. z O v P.I.=1190.48 v � W-1 111 0 + IMPROVEMENT PLANS 10--to 14+00.00 .� O} N W � J 0- O .4 -� L/4 5 °�o�` PREPARED BY MADOLE o AND ASSOCIATES. a z co i > O 0 M v d L=26. 5' nj d! L/4 L/4 •t2. 2 0 3 3 W M d � � � 1195.60 0_C. W � 0 0 0 01 L/4 �� o •+ 1196 , y o z c� M 0 M •.••i -1 m 14+00.00 m sr � r- .a 0 N co, i is � .--J w U O � ao ` M W to OD --1 ,n -.I + .•I .� di t?'ti N at Ui O d a -i, / O Iff J 1204 U ti Oto f'- O -ice •,4M ON N + 0 a0 0 .� co o t°CD p g ao .� ,n �, v ti ti oo M m + o + i =50.00 .•i f` H _ O 01 in w4 0D U N a0 � M + - + _._ m N N ch + N t 0 a a N N`_ ..__. �i N _ _.. o -1 1a -+ .+ -4 -� ,-_ P.I.=1204.69 . Ln GO UJ qOD + O d + 0 + -i N J 1ci C) .1 to oto Cj O -•1 'CO I / � � � 0 + -•I � � " 2 ° +-.-i � � � JrA O O >i O 6 o p 0 -„1 -4 5Z !o Q O ti ti ..� � O I 1-0 � 1 O l 1192 1Q =I i 'ii L/4 Ll4 L/4 + Z - - r�o� .•1i -+ L/4 m� In>; � _ I ijL 1200 to L/4 W + L/ o W � a o N e o -+.1•I L/4 L/4, 4 H ~ o I o � O /o H W N in " PROFILE _ ---__ _ _ _ _-- _ _ _ - -- - -- CCLPROL ° 40.35 % 0 0 N Z + OL 9 /109. 6' (R= 70.00) = 93.63 0 N PROF L E OF U L= 00 H o ~ a �? o � - .i188 - - R PROFILE OF W c 1208 H ON CROWN LINE ON fL- ROWN TRANS. I M ,�y + 2.57 k! P.I.= 198.19 I N U J L =97.41 E Y T.C. 1195.60 C O ELY T.C. + m �3/a o/a A/4 O O P.I. 4190.63 O 14+00.00 e4 /4 _ a a 0 O v -+ `"I M 1195.7 2 tai ' O 3 N m w co 0 14+00.00 N ti 0 N O L/41 A _ _ _. t1l GO IV-W O M N Y�? O -I M E O v O . O U aD O M aq m 10 --I . > N aD ,•i 0) N 00 + L/4 L/4 0 f•• ti °° i�i m O t.i O O m tD W 00 to � -i + c S m N N d CD + -i 1n N ,n aD ") tp s0 ! - - CO ,., o W a v ,n o co o o ,ci - _ W � a0 0� + ..j N N M .••i ••t .-I -� t0 O O to M O 1A -.i N Q1 + .-I `j fti W � -i N tCt O O N U N In O O N t7i CD OD 0) + •, o N O • O t0 O .•I ct + GO O ,O ti .-1 --i .-1 o J ti U -1 ,n � .rl M + N -•i I rOj o 0i t7i ai II,- + O O d + Cn + ./ -•'1 sj$ !o Q M to + °�o I � O Ki 1[j ao N -I .+ Oo CD a0 O O ! 2. O ti ti '4 '+ 8 M 111 Op �+ ti Co --I 0� + -i �i .-I } U t0 � st 8 d0 O O O ti I + 1192 F,141 Qa "4 wl ao ''• -+ ~ M 0O .-i ct y N '" N + N + N oN rl -i .-1 -'I .i � L/4 m -iV L/4 �" --1 + d -� 4 4 .4 * �, .i m a-i -j1200 N -i N L/4 L/4 W -� m L/4 4 ©<4 4/4 e/4 H L/4 L/4 =116.061 L =50.001 = L=54.981 - -_ L 105.93` O.C. L=T2.0 TAR c P.I.=1204.79 22' SCALES + 0.60% s L = 203. 34 O.C. a L = 1.651 �> • �U HORIZONTAL 1 " = 40 ' _ _ 1188 - �. + 2 5g°10 a0 PL=1,198.33' Ki a0 05 N� ,n VERTICAL 1 " = 4 ' O.C. ii95.T2 ci Ii ci L=45.39' N F- „ 11 W i4+00.00 m L = 213.i0 O.C. W 10 5 11 12 TYPICAL 13 TYPICAL _ 14 TYPICAL 15 TYPICAL 16 m 17 18 \ 78' W = 6 Jm i3 > i3 SECTION 11A" SECTION " B1' SECTION °B '1 SECTION "C" (n W Cr44 Q+I C6 39' 39* ' ci m 'a' u ~ .� z �e6 z 11 ' •�'' r p g �� m cv z c3+a fir` o o M ci rn ci+ 1` �m 6 13 i 3 J F 1 It rr1 �� h m W1 Co.4 ~ CL O1 CD ,p V J CCI tj G U J /I N O r `` J J 10 cD CO • J Ir V Z U .. ( ti Ci O CD ; Of CD rn 'Tv 0 O -.4-4 O 1-1i t-:LL: W F_1a:W H U ONE (j O N -, J i 3 0. 50 ' 4' 2' 2' 4' 0.50' 1. Coco + Icao -,.4 -4 O a vtim > a > -i 1: � god I Z 1 If It- C.1 W I Of N -1 O to M W N P r` M ca z x V.1 5 -4 W � H � WQ II 10 I a/ o '+ "' W COCov W N� � o ami " p o;,o ►+ 0 1-IL 4i � z s a 5 � CQ 6 0 � � i 3 (�6 0 � I I m .1 �, .4 a + 0�au + MCD + O � O M to � V n M Q � `4 W (� 0 Oi J J II N CC 3 .,.. 6.. ., ......, �, .4 m o 1. c++ ci ,� SCALES 1 = 4 0 C $ W 2 ...., .ti.r ..., -4-+-0 'O � 1 •1.N•i � � ~ � v " > O t)> � 3 3 "I _ Ol " .�•, tJ '� > r i I M O)47 n J co N CV 2 H N Ci .4 U > H 4:0 ,� CD C7 0. 13' I .,., + + o v In W J > -4 t 4? Q7 COh v 3 H H H H '.� � h .y .4 tp MIN' i.3iX (TVP.) I '"" 47 M jr) ,°n' J v m Q z n 2X (TYP.) i.3iX -�� •, - '' 2% I I O 40In o ciz o 1.4 ^ o °� vo ' g.� , 2 -4 CV -13 N c0 O I ,�.I + H ' ^ ti M W tC LEVEL - j LINE a .. • • Co I o a :. 01 „ 1 v a o N W W N > - --------- ---� _ --------= rl ro a ch + MM + .4 'n + I r. o� � a: -+ -' w oc '4 W 7 63 J --- - 2•i MAX , o / - �.Q'-, M QfO� � � v 3 � 01 MN Cn U O + 3 W W + MM !_ - + w . .+ .4 .4 a sr a `e N N dD N Ri F=,z, ID } O U 0 i Z W 0 0.73 0 -- - --�' -4.4 ., v 0 + omim :� "1 3 -+ o 0 'I 8'W (n O / I 3 i0+00.00 _ 1!89.88 -........ I ii90.2i F.S. SM.H. W 1 3 ) c�! (' ft INT. o _�� , �ZNEN •• 0 /0 1 r NN cc p p C+ 1' II C) p O L 0 S.M.H. < ., ---•-- ....... I 11i�50.86 B.C.&B.V.0 1191�6 F.S. _- 2 ., , '" -4 _- __ -. - --- ov- 1189.88 �'�- I S.D.M.H.1 --- - 2+50.86 E.V.C. /o 1193.43 F.S. r a + 2 1 TYP. SECTION " C t1 1 2 f 11 9.88 iiB9.5! G. - ° 36"SU I l2 1 2'� I - M. C. ;''� o r2a•s� 0.60 i -%--- 13+15.67 E.C. 2 �Cn I STA. 14+75.74 TO STA. 17+11. 10 E/S 1189.64 c3 6p /o __ _c - _ 13 e'+r �- ��_ �! II z Q !0+25.98 m . 0 - _ 1 :.� W STA. 15+02. 97 TO STA. 17+00. 10 W/S 5 _ ; v .o.,,; -- - -- ____- 36,. 2..._� 1 -- - : 0 ' ST. LT. a i l -i .� 1 1 - --- - V7- R= 6.0 T.I.= 7 -- A�C1'1 LINE r2 111' I- -o . j -== _ ii9Z54 F.S. t 4� i4 O 3 M 2 s ;3 W m o - _`_ 14+75.74 B.C.&B�•C. S.M H I e•w I LL � \ E !189.39 o m m 3 2 m o o S.D.M.H. I 81+40.49 FOOTHILL 8L. SE B.C. '' '' z m y 25 o j o 1203.69 F.S. i �I O VARIES 66' TO 78' 1!89.58 T.C. v '' '4 t4 v v r �� 15 4.00 /0 1 I , p W 17+98.10 MASI DRIVE 1188.91 F.L. 12! oc ao - 0l3 --: -- r •. . , _ 1 _- _._ , i6+38.10 E:C. & B.V.C. , v� % G _ S ._}__._. E.C. & G.B. 1189.17 �? CD m <v ►=� -i m i 1 S.M.H. I d U SEE SEPARATE SIGNALIZATION PLANS FOR cc VARIES 33 ' TO 39' VARIES 33' TO 39' W 0° ' c» c» .4 0,., W 0 1 1199.19 F.S. / * =2a•so ; �? THIS INTERSECTIGN AND FOOTHILL BLVD. cU J m O .D 3 J ---. �U: -1 m �� O �� dp I o o>N co 10 W J ' t_ 15+25.74 E.V.C. -� ---- m.4 0 -' Ua 'R Coo ,o vr` I -+-+ m �,; - ' i205.3i F.S. I - IMPROVEMENT PLANS FOR WORK WITHIN 11 ' VARIES 22' TO 28' VARIES 22' TO 28' 11 ' �N .w J in(D �' o1m p IV ci !; I I - ,n �� �L& U3a) is .+OD OD + , ai m0 + 6 I �� * H �� o 3.88% ( i6+88.10 E.V.C. I_ �� m ; LL THE INTERSECTION. OD 0•. 50 ' 4 ' 2' 2' 4' 0. 50' O ai I as O m oN -,a o -� �� ti �� a � iz - - -- - I- ilJ a N W +W 5 _ h .Mr v� cj I I- .o -. I I.. 0 0 p 1../ * O I > A l Mf W... I U N 0.13' �o -4 CWn a -+ „"', c i_j z o0 ai `° ,? 3 2 I i F_- x '' J �-) --) 111: ,r, '' 5 +�'� m 0) 1.4 ti N' 0) J13 h J 2:1 VARIES VARIES J J Q': r .�j H P N^ -p in tD P* 3 3 v cj + (n f-•i MAX. 2% 2% 2.1 MAX. �`. � J TYPICAL `' TYPICAL .oh � "' ,Q M `+ ai •' o m ' I � I m ciJ >. � W Z � f� 1 F W W m I O ---- LEVEL -- LINE oim o m c++ -4 I I UJ a- 0 ----- ----- i' SECTION "A" SECTION "B" ~� M �+ o ��t �� -� 14 * `1 ti tai �U: a 0 0 1 ~.r v + 6 m J CNo'n4 W o o CCOo 6 i3' i U S3' 1411) 0 0 F- 0 I , - 4 N , torn -� 04 C4 c+c it ao 0 �� w 3 oN 3 4 WIDE SIDEWALK EASEMENT f `J -+ -� / 2 c� F- + NN M i 91 68.62 u� ; � cn SEE P.M. N0. 13845 H + INT. Cr NO. 337;.,.1 r„ " B 11 1 W TYPICAL 5 LOCATIONS THIS SHEET TYPICAL I TYPICAL. I Ex�f f�30;98 2 TYP. SECTION 2 W 5 -ROCHESTER AVE. STA. 13+15. 67 TO STA. 14+75.74 E/S SECTION '1 B " SECT10N "C° \ �� •��,����� STA. 12+88. 43 TO STA. 15+02.97 W/S FOF CAti��� R= 6.0 T.I. = 7 CURVE DATA 3C MASI DRIV SEE SHEET 4, HORIZONTAL CONTROL PLAN, FOR CURVE DATA 8s °C T TE HORIZON i AL DIMENSIONS, PER PARCEL MAP 13845 R.O.W. CITY OF RANCHO CUCAMONGA 3 66' CONSTRUCTION NOTES Q 33' 0 10 33' ( 1 ��- CONSTRUCT 401 A.C. PAVEMENT OVER 4'1 A.B. PLAN AND PROFILE 11 ' 22' 22' ii ' �)( 2 rCONSTRUCT CURB AND GUTTER, 811 CURB FACE WITH 2411 GUTTER PARKWAY LEGEND MASI DRIVE 0. 50 ' 4' 2' 2' 4' 0.50 ' PER CITY OF RANCHO CUCAMONGA STD. 104. a PROPOSED WATER METER CONSTRUCT P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA ® PROPOSED IRRIGATION WATER FROM FOOTHILL BLVD. TO 798.10 FT. SOUTH 0.13' STD. 103. b PROPOSED FIRE HYDRANT 2:1 4 CONSTRUCT 411 DIA. CAST IRON PIPE. O PROPOSED DETECTOR CHECK VALVE PARCEL MAP 13845 1.75% 1.75 & APPROVED BY DATE 87 MAX 2%41- LEVEL _ SNE -- 2 1 MAX. INSTALL STREET LIGHT 9500 LUMEN HPSV BY SCF , PAID AND COORDINATED 8Y DEVELOPER --^------ - --- a 24953 CONSTRUCT DRIVE APPROACH AND SIDEWALK, COMMERCIAL/ CITY ENGINEER __ R.C.E. - INDUSTRIAL, PER CITY OF RANCHO CUCAMONGA STD. 1.OA- C. * DESIGN TODD BREMNER, R. C . E . RECOMMENDED 3 N 3 i3 CONSTRUCT UNDER SIDEWALK DRAIN PER CITY OF RANCHO T . R. B . 10373 Trademark Street-Ste.A o L n T SHEET 6 FOR TYPICAL W CUCAMONGA STD. 107-8. SEE DETAIL i S EE 0 L P.0.Box 1614 Rancho Cucamonga. CA. 91730 Q DRAWN 9 SHEET 3 DIMENSIONS. 909 945-2119 11 1. W DT S IOD S ( ) 2 TYP. SECTION A 1 2 TRAFFIC A R. P. B. 3 OF 9 -- 14 PROPOSED TRAFFICS SIGNAL, STANDARD SEE R IC SIGN I 1. L �I' R.C.E. 33753 STA. 11+50. 86 TO STA. 13+15.67 E/S PLANS (SEPARATE). BY DATE BY DATE CHECKED Todd R. Bremner Exp. 6-30-90 DRWG. NO. STA. 11+50.86 TO STA. 12+88. 43 W/S D REVISION DESCRIPTIGN ENGINEER CITY CITY DATE FILE N0. R = 6.0 T.I. = 7 APPROVED APPROVED PROJECT SHEET NO. OF� SEE BELOW } a ' w- 0 N r+ o Qz O a cn 3 > p a n LU CU, �I !1. 31 in in ' LLj m 1 1 (n 33 1 1 33 16 W m m 26 -- aCn Ln 30 ri N i 5 6 6 18 - N 6 6 14 30 N w -p -_ _ tG - - - ` 22 3 24 6 1619 N N !9 6 6 i7 F3 . CE: - - - _ - -- - - to 34 (P cn SCALE g i" =40' 3 35 I i i i w) W ' _ S CO a:w 20 23 z � U �J � 0 F- a 1 1 U Cr Wo N 32 12 0 t O -4 � ( r�O COD M w m o+ Q + CCLr)+ _ ° n -4 z (A-i 3 -4 La JI IDENTICAL SEBASTIAN WAY ARROW ROUTE MATCH LINE - W=35.00 wf�22 m � m * ¢ > + U _ W M -- 41 23 I v m W= 38.67= N ¢ ¢ w " � C5 cv 10+00.00 -- 35 m c' I v w ¢mom ¢ H ~ p .r I : IS _ MASI DRIVE ~ rn m 10 11 ci m U � v Um c`n ~ > 35 42 + ' �' m ? v Q o - _ m y w`36 C- . 'M � + f LL W 10+00. 00 7 26 - �" 41 ' co .� . SEBASTIAN WAY 1 5 20 -- �; + m � cmn m 44 � v 37 24 31 -� 32 -- _ m 12 m o O cNv 27 -�__ 42 r1�22 12 + + O -m 31 25 I i 3 -4 i. �' M 22 21 30 23 28 9 37 14 1 a \ 2 28 25 ' 43 m SPECIAL NOTE :...9 _ { - _ 29 3B 12 - _ - 1 17 A. BASIS OF HORIZONTAL CONTROL PER CENTERLINE , A), AND /� 19 �1 5 13 -- - RIGHT OF WAY, (ROW.), AS SHOWN ON PARCEL MAP 13845. 44 .•� 23 - - -� _ 30 �- 39 27 40 _m 29 B. SEE SHEETS 2 AND 3 FOR CONSTRUCTION OF IMPROVEMENTS 26 ¢ 24 33 11 15 21 30 N 39 WITHIN STREET RIGHT OF WAY AND SEE STORM DRAIN Uj w 6 3 26 �10 - - - 45 SHEETS 2 AND 3 FOR CONSTRUCTION WITHIN SAME. �- _ 38 r- 36 cn m "' W=36.44 ¢ SCALE = i" 240' dD ¢ v _ ¢ 24 � o Uma I Uva � � _ 25 m tn cmn `" L + c+T C-+i 36 aj c� + m'" z ci " 7 17 J M z � ti ,.,, f Q wA% 9 I 25 H / 1 W ¢ i a �n ljj �, Q O c►, W „� ci �n v Q ¢ N = En 0 40 O to J �+ ^ C-aj •, rn c;-► o ;n + � J w m SEE ABOVE MASI DRIVE / ROCHESTER AVENUE CURVE DATA CURVE DATA LINE DATA LINE DATA O DELTA RADIUS ARC TANGENT O DELTA RADIUS ARC TANGENT ❑ BEARING DISTANCE ❑ BEARING DISTANCE 1 46 '02' 51" 8. 00 ' 6.43' 3.40' 37 5019'49 828.00' 77.03' 38.54' 1 N00 '15 '23"W 7. 00 ' 37 N00 '15 '23"W 150 . 86 ' 2 60 '46 ' 28" 8. 00 ' 8. 49 ' 4. 69' 38 5006'58 878.00' 78.40' 39.23' 2 N79 '44' 37"E 77.41 ' 38 N10 '51 ' 10"E 160. 07 ' 3 i00 '00'00 " 8.00' 13 .96 ' 9.53 39 2°17'20 822.00 32.84' 16.42' 3 N79 '44' 37"E 23.33 ' 39 N00 '05 ' 30"W 160. 00 ' 4 63°20' 13" 6. 00 ' 8 .84' 4. 93' 40 3°20 59 822.00' 48.06' 24.04L__j 4 N09_°01' 01"E 59.97' 40 N47 '23'53"E 32. 56' 5 44°12' 51' 65.00' 50.16 ' 26.40' 5 N09001' Oi"E 42.97' 41 N09 '44 '37"E 100 . 74' 6 90 '00 ' 00" 8. 00 ' 12. 57 ' 8. 00 ' 6 N_6_6054 Z4"W 1.72 42 N09 '01 ' 01"E 214. 44' 7 6.9'44' 18" 8. 00 ' 12.53 ' 7.96' 7 N63 '03' 51"W 1 . 62' 43 N00 '05 ' 30"W 62.00' 8 123 '30 ' 52" 8. 00 ' 17. 25 ' 14.89 ' 8 N89 *44 ' 37"E 15.12' 44 N40 '41 ' 35"W 36. 88' 9 76°12 29 20. 00 ' 26. 60' 15.68 9 N89 '44 ' 37"E 6.96' 45 N89054' 30"E 10 70 '13 ' 01" 20. 00 ' 24. 51 ' 14. 06 ' 10 N51 '45'27"W 12. 50 ' 11 74 '48' 18" 20. 00 ' 26. 11 ' 15.29 ' 11 N720 18' 17" E it . 85' 12 75 '31 ' 21" 20. 00 ' 26. 36 ' 15. 49 ' 12 N59 '44 ' 37"E 3. 25' 13 76 '15' 01" 20. 00 ' 26. 62 15. 70 ' 13 N49 '44 '37"E 6. 11 ' BY DATE BY DATE 14 72°57' 27' 20. 00 ' 25.47 14. 79' 14 N89 '44 '37"E 101 . 82' REVISION DESCRIPTION 15 49 '50 ' 07" 30. 00 ' 26. 09 ' 13. 94 ' 15 N89 *44'37"E 454.26 ' ENGINEER CITY 16 89 '35' 40" 35. 00 ' 54. 73' 34. 75' 16 N89'44'37 "E 12 .04 APPROVED APPROVED 17 90 '00 ' 00" 35. 00 ' 54. 98' 35. 00 ' 17 N89'44'37 "E 101.0! ' CITY O F RANCHO C U C A M O N G A 1B 90 '24 ' 20" 35. 00 ' 55. 23' 35. 25 ' 18 N89 '44'3T "E 263 .00 ' 19 90 *00 ' 00" 36. 00 ' 56. 55 ' 36. 00 ' 19 N89*44'3T "E 668 .35 20 9 .44'18" 65. 00 ' 51.05' 5.54' 20 NOW 15'23"W 5.64 ' HORIZONTAL CONTROL PLAN 21 56 '02 ' 51" 65. 00 ' 63. 58' 34.60 ' 21 N00'05'30"W 10.69 ' 22 110100 ' 00" 76. 00 ' 145. 91 ' 108.54' 22 N89°44'37"E 150.86' MASI DRIVE AND SEBASTIAN WAY 23 10 '00' 00" 89. 00 ' 15. 53 ' 7. 79 ' 23 N00 '15 ' 23"W 92. 86 ' 24 10 '00 ' 00" 100. 00 ' 17. 45 ' 6. 75 ' 24 N13 *48'52"E 72. 01 ' Q2�' �� 1N FOR 25 09 '06 ' 31" 611 . 00 ' 128. 93' 64.60 ' 25 N00 '05 ' 30"W 72.00' 26 14 '04 ' 15" 817. 00 ' 200. 64 ' 100.83' 26 N09 '44 ' 37"E 100. 74' PARCEL MAP N0. 0845 27 03 '28' 12" 822. 00 ' 1 49. 78' 24.90 ' 27 N09 '01 ' 01"E 25.22' - t� 28 00 '58'39" 828. 00 ' 1 14. 12' 7. 06 ' 28 N09 '01 ' 01"E 86.29' APPROVED BY DATE 4VAP71ri 29 07 '45' 48" 828. 00 ' 112. 19 ' 56. 18' 29 N00 '05 ' 30"W 51.31 ' w NO. 33753 rn 30 10 '56' 40" 850. 00 ' 162. 36 ' 81 . 43' 30 N89 '44 '37"E 1059. 68' Exp. 6130/98 ?r CITY ENGINES IR _ _ R.C.E. 24953 31 11 '06 ' 33" -B50. 00 ' 164. 81 ' 82. 66 ' 31 N41 '06 ' 19"E 31 . 78' * * DESIGN I ODD BREMNER, R . C . E . RECOMMENDED 32 09 '16 ' 24" 872. 00 ' 141 . 13' 70. 72' 32 N41 '15 ' 59"W 32. 00 ' ��' L'1V��- ��P T . R. B . 10373 Trademark Street-Ste . A 33 01 '32' 44" 878. 00 ' 23.68' 11 .84 ' 33 N89 '44 ' 37"E 931 . 08' U P. O. Box 1614 rJf CA11F 34 07 '14 ' 40" 878. 00 ' 111 . 02' 55. 5B' 34 N89 '44 ' 37"E 837. 41 ' - -i DRAWN Rancho Cucamonga. CA.91730 SHEET 35 09 '16 ' 24" 883. 00 ' 142. 91 ' 71 .61 ' 35 N79 '44 ' 37"E 100.74 ' R P B (909) 945-2119 36 13 '54 ' 22" 889. 00 ' 215. 77 ' 108. 42' 36 N45 '15 '23"W 35. 36' _ s,.ry R.C.E. 33753 4- oF -9 7' 1 CHECKED Todd R. Bremner -- Exp. 6-30-98 DRWG. NO. CITY DATE 9 Zg/1� FILE N0. PROJECT SHEET N0. / OF-sem. MASI 0R. 36' W IW H VIS W 29 v~, c 36 W EXIST. C 8 G W Cr SAWCUT to 1• - � F d EXIST. LO L —=J PAVEMENT law SURFACE I IL— 3 5' CROSS GUTTER / SAWCUT DETAIL 2 NO SCALE 6 R/W 11.90' i4' 36' MIN. I 1 ' W 1 13.50' LANDSCAPING 2 J W ~I 4 ' 4' W -i z x 3� i0 ww 1 EXIST. 0: f�W I 1 C IN G TO F.F. = 1197.00' REMAIN I 20 MIN. -T o.. . �: LANDSCAPING I 3 SEE LANDSCAPE ARCHITECTt PLANS FOR TYPE, TEXTURE AND COLOR OF SIDEWALK. SEE LANDSCAPING PLANS FOR PLANT TYPE WITHIN LANDSCAPE AREAS. ROCHESTER AVENUE CROSS SECTION 3 NO SCALE 6 R/W VARIES 7' 47' WI 2 H I 4' i!' 2' WI WI 'Q R/W Ir I ' W W r. 1 11.00' . 0 H I 0 it Ci J 3.00 • 2% MIN. U. . 7. 0. - - - - � - _ 0 I 3 LANDSCAPING SEE LANDSCAPE' EXIST. P.C.C. FOR ARCHITECT'S PLANS BUS BAY TO REMAIM, 0 FOR TYPE, TEXTURE, 1 _•• (3 � ti. AND COLOR OF 6 SIDEWALK. ' SEE LANDSCAPING PLANS FOR PLANT TYPE WITHIN ` LANDSCAPE AREAS. PIPE SIZE , TYPE , CONSTRUCTION NOTES 81 NUMBER SHOWN CURB ON GRADING PLANS. LINE 13 CONSTRUCT UNDER SIDEWALK DRAIN PER CITY OF ROCHESTER AVENUE CROSS SECTION 4 RANCHO CUCAMONGA STD. L07- 8 , SEE DETAIL HEREON. NO SCALECONSTRUCT P.C.C. SIDEWALK PER CITY OF RANCHO v CUCAMONGA STD. 103. 1 29 REMOVE EXISTING P.C.C. CURB AND GUTTER. 1 CURB LINE 10 CONSTRUCT SPANDREL AND CROSS GUTTER PER CITY OF INVERT ELEV. 13 RANCHO CUCAMONGA STD. 106 -A. + 0. 22 INVERT ELEV. BY DATE BY DATE SHOWN ON THESE 36 SAWCUT EXISTING PAVEMENT FOR REMOVAL OF EXISTING 0 REVISION DESCRIPTION :• . • : • . ••.... PLANS CURB AND GUTTER IN FORMATION OF NEW CROSS GUTTER ENGINEER CITY PP 2% --� 0.06', TYPICAL AROVED APPROVED PER DETAIL HEREON. AS REOD. CITY OF RANCHO CUCAMONGA INVERT ELEV. SHOWN PLANS ON GRADING ( DETAILS R/W STREET IMPROVEMENTS FOR TYPICAL UNDERWALK DRAIN s �.. e�\�� PARCEL MAP NO. 13845 NO SCALEO Zm Z APPROVED BY73 M DATE C7 ~ NO. 33753 M CITY ENGINEE _ R.C.E. 24953 Exp. 6/30/98 DESIGN RECOMMENDED * * TODD R . EMNER, R . C . E . cSJq� C/V%\- T. R. B. 10373 Trademark Street-Ste.A tG P.O.Box 1614 c DF CA`%` DRAWN Rancho Cucamonga, CA.91730 SHEET (909) 945-2119 R. P. B. 6 of g _7�P R.C.E. 33753 CHECKED Todd R. Bremner Exp. 6-30-98 DRWG. NO. CITY DATE 1128/517 FILE NO. / PROJECT SHEET NO. OF- i REMOVE EXIJE CURB BENCH MARK NO. 121-8 R.R. spike in the center of piling of the west wing 1208 wall at the N.E. corner of A.T. S S.F. R.R. tracks W and Rochester Avenue. Sec. 7, T.1 S., R.6 M.. S.B.B.6 M. o m PORTION OF 250 ELEVATION 1121 . 171 W _.1206 - _ - _ v VERTICAL CURVE 2.056 U L=33.31' ao L=29.52' u c3 M 1204 CONST. OF CURB RETURNS W DRWY. M i W (D ao AND SPANDRELS W=35' s o r> o 10 _ ' o W U (� + U U O m d CO O In In Q mQ L-55.23 o L= 54.7 m o ti r> �� J. % � � > o a a mm M "i ic�ljl PROFILE OF EXISTING - + Ul) -- °C --- ------- _____.-.__ __- _ ____ .rte --- z U 11 N I o W O I T. _ + .i .1 _. _ m .+ M Iii N U O F- N nj LY I.C. �' � et N OD M NLLJ t9 tp ti ~ a to v u _ Y O M `4 OD + N Q N m 208 M i N - --~ 2.i'�`r° a o o N , c� TAN. GR. 2.5A-°T i _ t z Kl N m N u „-� OfO 00 NM O a Q 1 r` V M 0) 0) O) F- CO .+ CDN 04 $ of 1l) N Iry "r '� 04 CO .1 Q 11 .� >. M (a M -4 to a q � 0 �, + .� O v a) � Ir f .O.1 41 N CJ .-1 N N M V a 1.?0 /o� �� O � � � �} � -- � M 120f� CD II O a In i I N .-1 N tD _4 OD m 01 01 >, 0) � Q O U ti CD 0) + � U '�Q 11 .d V .•1 11 -4 -4 U e 4 FI .r4 U e 1 r I Z 0) s h O IO W N ti v N ti.I / M I IQA ti W M Z 01(" 0) >. 0) 0) - a W .•I a .� a .+ a W 0't !'o O tv..1 O '� Cp+ r 10 00 _ � + Q � t N - - - M � ti .I M 1204 W ti CL .� a rl a .I m 4 -+ + .1 ►� + .I r+'[) -� ti N nj IA C~p N + -•� + m cf �� /4 "� Q 1 j 0) � �1 In `I 1c)M f� �p f� cp GOO 40 .-I N M I .I (` M O �+ N In � 1n OIL) 90.74 T.L. 2.17 % �/4 A � o st o � - � a ti co � v � Op + N In " In _ N Zi92 t f4 / M O M + m _ O r� N CD + .� In • J 0?�0 /4 x209°/° •�11+ � 1O _ � .-. jI .N-I ~ NCD M 0 + N � '{0 v H � � FL. � � 5 J NN t -- N� � � - J -- _. % -OO -- - .. Cr N + � � � - 80 Q m � aQ J ^ O -� OO Q p 1.0 40 0 ii88 W1 � QO O a _ O O O O e4 wi 110 o - LL_ U N O -•1 f+ OD to O O+ acli ) J O O N N M `" C4 w ,�r o -a v °' O . Q ,.•I, "' -O to� 0) �i - . 'I 'c) _ �' __ 250 ERTICAL CURVE c mow• 1.186 � f'-C6 � � O "4th i.�� 'v j � 0 �16 - �., N tigd (D �OOD0 m � r` o W4O P � °�) + a � P. I.= 1203.91 v O O CD a GD +.i I.- O O '� I 00 o) a 00N O 000 �� c(0 � v� � � ' � In � - t0 COO GO + 01 o�O .+•I -+ a GD + .4 W Q -� + EXISTING � PROFILE 1192 a� - .� Q M o til ,r -- c? O m ,� �°1 _. GD O N O + �11 01 i•gg°� OD ti O Co TRANSITION 1188 �� f o Q o "`r CROWN SECTION ai 0 W4 CO NO 0010 `IV ti + + �t 1i86 Q CO + %4 �t m W1 O O st SCALES M o CONSTRUCT ACTIVITY CENTER r- o PER LANDSCAPE PLANS. HORIZONTAL 1 " = 40 ' W - PROVIDE HAROS APE TO THE CURB IN THE BUS BOAR NG AREA MIN. 10' IN LENGTH. VERTICAL 1 " = 4 ' � EXACT LOCATION TO BE DETERMINED BY CITY TRAFFIC ENGINEERING DIVISION COORDINATED t - - - WITH BUS CO. T9XTURE AND TYPE OF PAVEMENT SHALL MATCH ADJACENT CONCRETE SPECIFIE ON LANDSCAPE PLANS. 46 47 48 Jx 49 32 31 50 31 51 31 33 32 52 53 54 55 56 57 X �0 32 7 „ 31 32 UO am X W W 31 PROP. 6 WATER LINE 31 33 rWI� Z PROP. 8" WATER MAIN J Om 33 O x a 34 SEE SEP. SIGNALIZATION PLAN SHTS. 1-3 9 W (n „ a' O > 33 0 x$ F " 31 x FOOTHILL BLVD. ST. IMP. PLAN SHT. 2. ti m ap i5 x '' PROP. 8 V.C.P. SEWER .+ a W X PROP. 8 V.C.P. SEWER 32 �040NIM M � J Wa w -PROP. GAS LINE ''J� O Z '�W m _j J � '`' � o O 011 gwftl tri 10 J a N W F- O J Op j N(n H Crz It + Q g Cd Om 30 0 m J 1In'cOtww(D0 P- 0 3 d M Ir a W 0. �V W m 1n /- V W M V 32 X O W, J z J � 7 " SEE SHT. 2 2E OD + z a O �+X WJ a: S + + • ♦ • vx 1 z aD 0 O N' o "'O W M C) o f g M rl Cr IOcI W " N Oz d V In W .1 t� nI X0 J , , U -� J Inqt n in 'n W 32 S LY 0-4 I4 a ►+[) v g N W 1' 3E O O N t) ti; n M ; H H � J U 1 F- Ot a Y) F- O .i p W ti J '•' N V 1n WCL W C) y J Q 1D + N of m CO°D W N J ... W W a I 1 N T. + W Z � F W � W A � O'nfd �O iD W e4 �' U a _ O W Ij O I I I H U 10 X 2 N W m t) .� a W h F- I- iv ►..1 N W M F-W W O 001 H W + 1 J F- 01 O x 10 M W d d .•. /n O x v W a a 0 + O + + • + + Q o o + + til v •i 0 z W J 1 I P.M. N0. 13845- W a ., + + o Q �, �, �, x X �, X ,n W M N � 3 a � O I ' f_ > I I I 1 ZW W W Q CL a: ~ W 39 1- x1 et va W OW d W O W 4 3 +OO�'Ad InW on WO O 0�f N CY to W a s -�W aaI N W N I�A2 f U. /1 Q ~� L4 I 1 v'-i W /17 MATCH LI N E /f"'= SEE SHT. 2 o I� + e '� o Iri,n a v �- •i cv o v v �i + J =Q, M I I 1 1 1 28 VJ ~ O `f M �Mi� MX +� QW NHInW [f lit�J I ' 1 SCALE = iu =401 9 Q }' a LLu��JJ A 'n °D . r�'i 3 � I1i. 8 'n W ,�w 'n �d N F- O O Q 1 ------------- Fr) � X II M Ir _ EX. T. LT 30 _ I -Jq G' J L. .....GUY----• . '- -j- ° --- - --- - I � � 1 1 _ - - CURB �. .,1 ��if I 1 I 11 2.07° -2.07° ,. EX. ST. LT. I :'� - _ - ---------- +r41 ( /°) � 20 �. p ( /°) O I 41 LT.ST. - ---- --- - ---1•-- 4•F o.- - - - ---- ------ --------- --------- o•w -----------(3D - -- ---- 1- --- - - --- =e_ I -� _ !` 6H -:mol ---y-- -- -------- --------------- -- - -------- ---- 10'w----- ------------ ----- -- - - - --- - ! 30 - vi i -- �� . - 4•F.0. 1 ---- -- M -------- ------------ - --- ---- - -- -- - --_- ---------------�� 6' I T r� W ti <L - - - - - �- = - -- -------- ------I- - - --- 6'M--- - -- if :c J^ T I 1 -------T--- - -- ----s�w ------ ----------- ----- 15 - �---- i0 - �-------- ----------- � � --r�Z+�9�- _---- - _ . j,- _��-a=s--r�: 'S6*47.82 ROCHESTER AVE. CID - - - - I , I v � M v � 0 41 --�T �- - - --------- - --- -- - -- - --- --- - PROP. 6' WTR. __ t--- -Y-- 10'w ___ - -_1_____-1 914-68.62 FOOTHILL BLVD. � -� ,� - co - 36 ao - - - __ � _ I ,m � � ao � � -- lo•w ------- --- --� -- ------- -------- EX. I � r N 601108 57 E ID `� - - I - ., "- I II 1 rl `---- 6'w- --- --------- Jn -- -+ ------ - - - - - o - - -- - I _ _ _ _ I I o - - 52+57.8 LT. I EX ST. LT. 47 48 -4 - 49_ 50 51 -_ -� z O " PROP. 6 WTR 1 - - 30 I 41 30 35 I II ` 1 1 1\ ------ 6-5-7 ----- -J- 4•s --L �, -I �- -52- == 5 20 1 E - - _ 1 -_ - - L - - -- -- --- _ - -- - II 4•s ------------------ --------------- ------------ ----------------------------- ----- --- -- -�-_---�----- -- -_=-__ �- _ --- - ------- - -- - -- -- -- -------- - - 1 ------------- --------------- ------- +zw +_r+:sr:_wa -wa ------------- 10-S ----- -- - ------------------ L --- ----------- --- -- ="10'S EXAMPLE Of PLANE (WPI GENERAL NOTES : CALTRANS GENERAL NOTES : NON-A K�"GUOUS �� ronvT CONSTRUCTION NOTES & QUANTITY ESTIMATES : 10' MAX . Will EXAMPLE OF • OUS 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLANS, THE CITY 1 . AN ENCROACHMENT PERMIT IS REQUIRED BEFORE ANY WORK MAY BEGIN poWALK OF RANCHO CUCAMONGA STANDARDS, AND THE STANDARD SPECIFICATIONS IN OR NEAR THE STATE RIGHT OF WAY. 45/N a''c•F• O1 CONST. '9" A.C. PAVEMENT OVER COMPACTED SUBGRADE (UPPER 12" OF FOR PUBLIC WORKS CONSTRUCTION - 1991 EDITION. CONTRACTOR --- ----�--- - -�---- -A--;- 55G279•F. SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE 2. ALL WORK WITHIN THE STATE RIGHT OF WAY SHALL CONFORM TO THE A ROUNDED I I SUBGRADE SHALL, HAVE A MIN. OF 95$ RELATIVE COMPACTION. CAL7k'AN�3 GEN�.PAC NOTE g)---- TO THESE STANDARDS AND SPECIFICATIONS AND APPLICABLE SUPPLEMENTS. LATEST STATE STANDARD PLANS & SPECIFICATIONS OR AS DIRECTED R LI I MEottiMgo" S BY THE STATE' S REPRESENTATIVE (STANDARDS OTHER THAN THE STATE 3Is'L1P 1 e ' O CONST. 0 . 1 ' MIN. A.C. OVERLAY. --- ---- -- - --- - - - -- -- - - --- - - -- - - -- -- 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER MUST BE PRE-APPROVED AND JUSTIFIED. l POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT O3 CONST. 8" P.C.C. CURB W/24" GUTTER PER CALTRANS STD. A-87, TYPE A2-8 SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN 3. NO EQUIPMENT OR MATERIALS MAY BE STORED ON THE STATE RIGHT OF WAY. AND DETAIL ON SHT. 2 .-- ADJACENT .--ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE e um REMOVED. RELOCATED, OR PROTECTED IN PLACE AS REQUIRED AT NO 4. ALL DISTURBED AREAS IN THE STATE RIGHT OF WAY MUST BE TREATED FOR 'rrr WIDTH OF DRIVE • 351 MIN MSW MAX & OCONST. 6" P.C.C. CURB ONLY PER CALTRANS STD. A-87, TYPE A1-6 AND COST TO THE CITY OF RANCHO CUCAMONGA. EROSION CONTROL (HYDROSEED I NG OR EQUIVALENT, OR AS DIRECTED BY GVTTER DETAIL ON SHT. 2 -. - - - - - - - - - - - - - - -- - - - - - - - - - - - ----------- 1746 L.l` STATE' S REPRESENTATIVE) . THE RESPONSIBILITY FOR MAINTAINING EXPANSION JT. EXPANSION JT. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE EROSION CONTROL WILL NOT BE RELEASED UNTIL THE SEEDING IS WELL REMOVAL LIMITS REMOVAL LIMITS HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY ESTABLISHED. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE COST 5 CONST. WHEELCHAIR RAMP PER CALTRANS STD. NSP A-88, CASE -E" AND DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY OF CALTRANS CLEANING ANY DRAINAGE STRUCTURES/CHANNELS WHICH HAVE DETAIL ON SHT. 2 . - - - -- - - - -- - - - - - - - - - - - - - - - - - --- - - -- - - --- ' FROM HIS OPERATIONS. WHETHER OR NOT SUCH FACILITIES ARE SHOWN BECOME CLUTTERED WITH DEBRIS AND/OR SILT AS A RESULT OF, OR CAUSED ON THESE PLANS. BY. THE CONSTRUCTION PROJECT. O _ - - -- - - - - - - ----- CONST. iJHF.EI-.CHAIR RAMP PER CITY STD. NO. 102 8 DETAIL ON SHEET 2. 2 � 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA 5. THE STRUCTURAL SECTION SHOWN WITHIN THE STATE RIGHT OF WAY 1/7 it 111r, n�L awe Hemcw Ar ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION IS FOR ESTIMATING PURPOSES ONLY. THE ACTUAL SECTION WILL BECUM NTUR»TOW 352 hF WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. DESIGNED BY A SOIL ENGINEER AFTER NATIVE SOIL TESTING HAS BEEN r s Ea 'tea M0NOUTW 7CONST. COMMERCIAL DRIVE APPROACH PER CITY STD. DWG. NO. 101-C. 5EE DETAIL TN15 SHEET.WITH wmF APPRO". COMPLETED. A TRAFFIC INDEX (TI) OF 11 .0 SHALL BE USED IN THE5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. DESIGN OF THE TRAVELED WAY, AND A TI OF 7.0 SHALL BE USED FOR 1/r CURS HEIGHT PLUS Ir ,�,,. O CONST. MEDIAN FLARE PER DETAIL ON SHT. r- - -- -- --- -- -- -- ---- ------ -------- � PAVING STAKES SHALL BE SET AT ALL HINGE POINTS. EDGE OF PAVEMENT THE SHOULDER DESIGN. THE LABORATORY REPORTS AND THE DESIGN R POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE CALCULATIONS SHALL BE SUBMITTED TO THE STATE' S REPRESENTATIVE SECTION A-A O9 INSTALL 16,000 LUMEN STREET LIGHT WITH CUT-OFF LENSES AND 4 FOOT MAST THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED FOR APPROVAL PRIOR TO CONSTRUCTION OF THE STRUCTURAL SECTION. ARM UNLESS OTHERWISE NOTED. (TO BE PAID FOR BY THE DEVELOPER AND BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. INSTALLED BY S .C.E. ) - - - - - - - - - - - - - - - - - -- - -- -- & EA. 6. ALL STATE DRAINAGE STRUCTURES MUST FIRST BE COMPLETELY CLEANED � ' 6. ALL SEWER , WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY LATERALS, OF DEBRIS AND/OR SILT BY THE CONTRACTOR PRIOR TO MAKING THE MAINS. OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. CONNECTION. QO CONST. 4" THICK P.C.C. CURVILINEAR SIDEWALK PER CITY STD. DWG. NO. 103 i 114 . SEE LANDSCAPE ARCH. PLANS (ACTIVITY CENTER) FOR SPECIFIC CONSTRUCTION DETAILS AND QUANTITIES. 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ANY STATE 3/e UP (11f M 11 CONST. DRAINAGE INLET TYPE OL PER CALTRANS STD. D72 AND GUTTER COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED DRAINAGE FACILITY WHICH IS CONNECTED TO OR DIRECTLY AFFECTED A FLOW LINE t DEPRESSION FOR TYPES OS AND OL INLET ON GRADE PER CALTRANS STD. D78 AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH BY THE CONTRACTOR' S OPERATION SHALL BE CLEAN AND OPERATIONAL s/w AND DETAIL ON SHT. 2 .- - - - - -- - - -- -- - - ------ - - - - - - - - - - - --- ----- --- l EA. THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER PRIOR TO FINAL ACCEPTANCE OF THE PERMIT WORK BY THE STATE. FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR ADEQUATE CLEAN-OUTS AND ACCESS OPENINGS SHALL BE PROVIDED INSEENOTE7 1/YR SURFACING. ANY CONSTRUCTION WITHIN THE STATE' S RIGHT OF WAY FOR FUTURE ROADWAY SURFACE I � FT. 12 CONST. DRAINAGE INLET TYPE OS PER CALTRANS STD. D72 AND GUTTER MAINTENANCE AND REPAIR WORK AS NEEDED. THIS WORK SHALL BE T DEPRESSION FOR TYPES OS AND OL INLET ON GRADE PER CALTRANS STD. D78 / 8. AT THE COMPLETION OF PAVING. A MATERIALS REPORT SHALL BE SUBMITTED FURNISHED AT NO COST TO THE STATE . "-" -- -- AND DETAIL ON SHT. 2 . TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED rF PLUS CURS I3X MAX TO VERIFY STABILITY 0 I L CONTENT AND GRADATION OF ASPHALT 8. WHERE SURVEY MONUMENTS EXIST, SUCH MONUMENTS SHALL BE PROTECTED HEIGHT (WN) SEE NOTE a 13 INSTALL 4- P.V.C. (SCH. 40) THROUGH MEDIAN CURBS ( 20 ' O.C. -- -------- ---------- GO G.f PAVING. OR SHALL BE REFERENCED AND RESET PURSUANT TO BUSINESS AND PRO- SECTION B-8 9. PRIOR TO THE INSTALLATION OF ANY PAVING. A MATERIALS REPORT SHALL FESS I ONS CODE. SECTIONS 8700 TO 8805 (LAND SURVEYOR' S ACT) . Q SAWCUT AND REMOVE EXIST. A.C. PAVEMENT. - - - ---- -- - - - - - -- - -- - - - - - -- - -- 7&454 *.F BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINA- 9. THE PAVEMENT MUST BE SAW-CUT 2' MINIMUM FROM THE EDGE OF _ ¢Z7 L.F. TIONS COMPLETED TO VERIFY R-VALUE. SIEVE ANALYSIS AND SAND PAVEMENT. THE SAW-CUTS MUST BE PERPENDICULAR OR PARALLEL TO Q5 REMOVE EXIST. A.C. BERM. -- --------------------- --- -- -- - ----- ---- EQUIVALENT OF AGGREGATE BASE. THE STATE HIGHWAY CENTERLINE . NOTES OSAWCUT AND REMOVE EXIST. CURB AND GUTTER. 10.PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT 10.ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN 1, width "Vr sham be 35 feet minimum, SO feet nowin,um for Industrial and Commercial 6 - - -- -- - - -- - ---------- -- - -------- S5 L.F. TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS ( PRIOR TO FINAL CONFORMANCE WITH THE CURRENT EDITION OF THE TRAFFIC MANUAL, properties. For residential properties on secondary size streets or larger the 'W shall ( ADJUST. WATER VALVE TO GRADE PER C.C.W.D. STD. NOS. 4 & 4A AND DETAIL PLAN APPROVAL ) . PUBLISHED BY THE STATE OF CALIFORNIA. DEPARTMENT OF TRANSPORTATION, be subject to City Engineer approval. ON SHT. 2 . -- - -- - /$ ' AND THE SPECIAL PROVISIONS. ALL PAVEMENT MARKINGS SHALL BE - - - --- - - - - - - ------ - -- - - - - - - - - - - - --- - ---- -- ----- 11 .WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS THERMOPLASTIC UNLESS OTHERWISE NOTED ON THE PLANS. 2. Total width of Drive Approaches (w) of the property rine shell not exceed 40 X of the OF A ROCKY MATERIAL. THE 9UB-GRADE SHALL BE PREPARED BY REMOVING single lot frontage. 18 ADJUST SEWER MANHOLE TO GRADE PER C.C.W.D. STD. NO. 18 AND DETAIL ON ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR 1 1 .THE EXACT LOCATION OF ALL SIGNS SHALL BE DETERMINED IN THE FIELD SHT. 2 . DEPRE9910N9 SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A BY THE STATE' S REPRESENTATIVE. 3. Radius 'R' of curb return shall be 8 feet minimum, 20 feet maximum. Curb returns :hail QUALITY BETTER THAN THE NATIVE MATERIAL. 12.ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON THE be poured monolithic with the Drive Approach. a FILL EXIST. 18" C.M.P. WITH SLURRY, OR REMOVE. --- - - - - - ---- ----------'- ---- BDG f 12.IF THE ASPHALT OONICRETE 19 TO BE PLACED ON 9UB-GRADE. A SOILS PLANS SHALL BE REMOVED FROM THE PAVEMENT BY SANDBLASTING BY THE 4. when installing a Drive Approach where curb and gutter exists. the entire curb and ratter ���� 9TERILANT RE019TERED BY THE E.P.A. FOR USE UNDER A.D. AND P .O.O. CONTRACTOR. shall be removed. (9V TELEPHONE MANHOLE IS TO BE ADJUSTED TO GRADE BY G.T.E.-- - - - ------- ----------- Z X4. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER`9 RECOMMENDED ��J� RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 13.ALL CONFLICTING SIGNS SHALL BE EITHER REMOVED OR RELOCATED BY THE 5. Construct all weakened plane joints 'in Line' where side.•alks and curbs end gutters are (� COLD PLANE EXIST. A.C. PAVEMENT TO LIMITS SHOWN ON THE PLAN CONTRACTOR. RELOCATABLE SIGNS SHALL BE INSTALLED AS SPECIFIED ON contiguous, at regular intervals not exceeding 10 feet 9 (0 . 1' MIN. THICKNESS, 4 ' MIN. WIDTH OF A.C. OVERLAY) - - - - ---- --- - -- -------- /795 5� 13.ESTIMATE OF QUANTITIES I9 PROVIDED BY THE ENGINEER ONLY FOR THE THE PLANS OR AS DETERMINED IN THE FIELD BY THE STATE' S S. Portland Cement Concrete shall be 520-C-2500. CONVENIENCE OF THE DEVELOPER. THE OONTRACTOR SHALL MAKE HIS OWN REPRESENTATIVE. 22 PLANT STREET TREE(S) PER LEGEND HEREON. 54 e-4- DETERMINATION -4- DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A 7. Sidewalk cross slope may be increased to 4% with special permission from City Engineer. BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH 19 NOT 14.ALL SIGNS, ROADSIDE MARKERS. ELECTROL I ERS, ETC. , SHALL BE PROTECTED 8. Difference in slope of the driveway romp tope and the : of a line between the gutter and SPEO1 F I DALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE AND/OR REPLACED IN-KIND ACCORDING TO THE CURRENT STATE STANDARD a point on the rood" 5 feet from gutter line shah not exceed 15%. Reduce driveway DON91 DERED A9 INCLUDED IN THE OTHER ITEMS OF WORK. PLANS AND THE CURRENT TRAFFIC MANUAL. AT NO COST TO THE STATE. romp slope, not gutter slope• where nr•luired. 14.9TREET SIGNS PER OITY OF RANCHO OUCAMONOA STANDARD PLAN NUMBERS 401-A 9. AN exposed concrete surfaces shall have type 2 curing compound per section 201-4.1 AND 401-8 SHALL BE CONSTRUCTED AT EACH INTE'PSFCTION. applied per section 303-5.6. t9.01TY APPROVAL OF PLANS DOES N01 RELIEVE THE DEVELOPER FROM TRFET TREB (TA>@TITIES RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OM199ION D190OVERED ,, COT?MFRCIAL DR=VE APPROACH DETAIL DURING OONSITRUOTION. UPON RFQUFST. THE REQUIRED PLAN REVI9ION9 SHALL BE PROMPTLY SUBMITTED TO THE OfTY ENGINEER FOR APPROVAL. SYMBOL STRRET NAMF. AOTANICAL/COMMON NAME QTY SPACING SIZE 16.WORK SITES AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN. HAZARD CONSTRUCTION NOTES FOR STREET TRESS: • FOOTHILL BLVD. RHUS LANCEA/AFRICAN SUMAC 15 EA, 20/ O.C. 15" GAL FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED 1. ALL STREET TREES SHALL BE PLANTED IN ACCORDANCE WITH CITY STD. NO. 510. O UPON REQUEST OF THE INSPECTOR. MIN. PROXIMITY TO D STAKED ACCORDING TO CITY STD. N0. 502 AS 0 2. ALL STREET TREES SHALL BE PLANTED AN S HARDSCAPE DICTATES. TREES PLANTED WITHIN TREE WELLS (ACTIVITY CENTER) SHALL BE STAKED PER DETAIL 17.NATIVE SOIL IS TO BE SCARIFIED OR RIPPED BETWEEN MEDIAN CURBS PRIOR FOUND ON THE ACTIVITY CENTER PLANS. ROOT CONTROL BARRIER WILL NOT BE REQUIRED. Q O FOOTHILL BLVD. LAGERSTROEMIA INDICA/FAiKel 24 EA. 15 ' O.C. 24" BOX TO FILL PLACEMENT. 3. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THETIV CENTERl- CRAPE MYRTLE MIN. CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL I MVSK0&ef ' - L-ONTRACTOR ToPRovrDG Nu2SERY CE2TlFICAZroK AS Te 18.CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED. TWO WORKING DAYS AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. LPEcIFIEt7 evL- IVAR PRIOR TO EXCAVATION. PHONE N0. 1 -800-422-4133. 4. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: 5. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. NOTE. TREES WITHIN STATE RIGHT-OF-WAY SHALL BE PLANTED A MINIMUM OF 2 .5 A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT BEHIND THE CURB. MR. BOB STALLINGS (213) 969-2718 FOR BASE LINE ROAD CONSTRUCTION C0 L B. GENERAL TELEPHONE (800) 422-4132 SI .TNEAR DERAI,IC 1f0'rE FOR UNDERGROUND SERVICE CURVILINEAR SIDEWALK SHALL BE IN CONFORMIkRCE WITH MI. C. SOUTHERN CALIFORNIA GAS COMPANY (909) 798-7739 DWG. NO. 114 . APPROVAL OF TEE FINAL LAYOUT OF CURVILINF-WR 1981 W. LUGONIA AVENUE SIDEWALKS SHALL BE MADE IN THE FIELD AND ADJUSTED AS NECESSARY TO REDLANDS, CA 92373 FIT EXISTING FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER PRIOR TO FINAL CONSTRUCTION. TRE D. CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 PUBLIC WORKS INSPECTOR SHALL BE NOTIFIED A NINIMUM OF 48 EOUR.S 9641 SAN BERNARDINO ROAD RANCHO CUCAMONGA, CA 91 730 PRIOR TO ANTICIPATED FIELD INSPECTION IN THE EVENT MAJOR CHAhtGES , ARE PROPOSED TO THE CONCEPTUAL SIDFWAT,K LAYOUT PLAN. TWO SETS OF pfE33/ E. METROPOLITAN WATER DISTRICT (909) 593-7474 RED-LINED PLANS SHOWING THE PROPOSED CEANGT?S SHALL BE SUBMITTED AT P .O. BOX 54153 THE SAME TIME THE 48 HOUR NOTICE IS GIVEN TO THE CITY. LOS ANGELES. CA 90054 -47"N& 14['14 " 4['14 F•""� F. PACIFIC TELEPHONE COMPANY (909) 999-5639 7 G. SOUTHERN CALIFORNIA EDISON COMPANY (909) 983- 1746 422 NORTH SECOND AVENUE ` I CIY�Ll UP,AND. CA 91786 GAl`FQ S£ LITE r{Evtgt FOOTHILL �.c.Trv1T-( CENTEQ 'TI[EE SHALL NOT BE PLACED UNTIL ALL UTILITIES & UTILITY LATERALS WITHIN 19.THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT a Q1 vAaIETY v. 5Y CITY1­1 THE ROADWAY HAVE BEEN INSTALLED. ALL ON-SITE IMPROVEMENTS i i � IME: THIS BENCH MARK TO BE DESCRIPTION OF REVISION DATE CITY INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE ; USED FOR FOOTHILL BLVD. CONST. APPROVED SAUT RKSFACTNONROFDWHE CMTYOENGENEERARE REMOVED AND REPLACED TO THE PRIVATE ENGINEER ' S NOTICE TO CONTRACTORS = DR' W ON THESE PLANS ONLY. USE B.M. � LAKE: SEPERATEBFROMFOR THESE PLANSCONST. CITY OF RANCHO CUCAMONGA 20.ON THE INTERIOR STREETS WHERE SIDEWALK IS ADJACENT TO THE CURB, THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES Q Is THE INSTALLATION OF STREET LIGHTS, STREET SIGNS, AND FIRE HYDRANTS SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; SHALL BE LOCATED BEHIND THE SIDEWALK. TO THE BEST OF OUR KNOWLEDGE , THERE ARE NO EXISTING UTILITIES EXCEPT s00THtLE 9Lw - F�TNI va TEi�PORARY BENCHMARK STREET IMPROVEMENT PLAN S THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE + ss " IRON PIPE AT THE CENTERLINE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE 1FOOTHILL B DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- INTERSECTION OF FOOTHILL BLVD. SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOTAND ROCHESTER AVENUE NORTH SHOWN ON THESE DRAWINGS. AMOW ROUTE ly to ARROW ROUTE SECTION 6 , T. 1 S. , R.6 W. FROM STA . 74+ 60 TO ROCHESTER AVENUE THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS- S.B.B.& M. TITLE SHEET IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION 4 ELEVATION - 1207 .36OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT P _ M _ NO _ 1 3 4 5 THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; APPROVED BY' DATE AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND AND HOLD THE OWNER Underground Service Alert AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, Is BENCH MARK NO. 96-B AT THE AWC CITY ENGINEE RCE. NO. 24q 53 IN CONNECTION WITH THE QERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING ;_ CC� :TOIL FREE EE DESIGN PRFPARFhIN THE OFFY'E OF FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE a OF HAVEN AVE. i 19TH ST. , 44 KADDLf RECOMMENDED ENGINEER. ~ - . f� OF THE Wt AND � W ' 80 0 � W. HAVEN AVE.AVE. i 8 3 FT. N. rn • 19TH ST. , SET DRIVE PIN CONSULTW^CrVIL FN0f IrrM"G CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT of/C.S. TAG IN TOP AT THE E. END DRAWN AND LAND PL.ANKl6'3 SHEET ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. tH;`�f` >.em a"NC Street.sCA ItT 422 4133 OF A HEAD WALL FOR 3-24 CMP--- 6 F 8 'K' *" �G.T� / OF /Q LOCATION MAP ELEV. 1430.686 CHECKED PHONFIi '�" DRAWING NO TIAO WORKING DAYS BEFORE YOU DIG 4�- R. E. NO 146�a vo 9G��E C�T� E 9 FILE NO A-100 C=TY SHEET NO _ ! 6, OF s& DWG . DATE: 7 -0 - 'a r N Face Angie ISee Ancnnr — — '/('C"Cke'd Detail A on Std Pion 0740 ° , cover ono frame N�A / — ils o 6 td curb support I �Fees A�,ole p. d T ]' i"--I / 6 y ns on Std Plan Dt•C _-= t b / / . Ior�i�Sto cPm DTIC A '1 (► r SM . ---- --- --i 2'-p., Provide OM '"� 'Oraba Vow 7"Max T I- YarN►b - i" deto + ii' /:' . •/ i •.o�8"'t• .•�p1?"' o ( , t flotneo, &Crew In eG::n 2�/s'• .. EX/ r 1 YYet I Ounet I corner of P cover r. _ /i y_ ••az': _ Tota�� F I- r' Edger finish 17fdd ' N Ly [. �/ E1� �5�� dw �y Fir •� _�� .�.. � ---� - _z. °•. -�. 'f Min blobs 10% 6" i l I�i"■ I/i" 1 I Note,Opening lengths ore f �.� \•V�.. � W to W T'.q'•Ii'A 21' T y /i•. Rena SECTION A-A ` I%' x 3' Keys . . to ocper sides t: SECTION B-6 T-� T ♦ _ , SECTION C-C EP SECTION E-E 57/t t I t 5♦ 7f `C� ;I/."Checkered t cover and fro" Optional it, 0.�.� f See Section C-C . .;y . Type A or i curb Foe* Angle M+e+ar Rutter f F -!lend horizontal Dors Into Dox '_ i Round oft Scorntp Kne l — �Crib ODeMno-- fie h � � Scoring snes , .�••, Vor H Normal Nerb hole r 7 F �� A '/AxhOAspl-1 T A Or R • -�---+ \ i 4a? : D ` i I ]I� �C N, ! E E 7tj • Normal C.H.CNp••� ------- - _____ J --� - -- ----- ""D i"-- -? ° 6" SECTION H-H p.R -.._�-' - Gutter Gutter outlet D Protection °or•See Note 7 SECTION D-D \Curb support v (See curb support details Slaps brook Line H v Few Anda Anchor—- s•,radius an o0enk+0 OArz1r�r /3 2 PLAN on Std Mon DNCI PLAN PLAN • c� -+ o 0 2 -- �� : . rl �.S�Tb 2�° 1 / ?', �R� TYPEOL TYPE OS TYPE OS AND OL INLETS ON GRADE CEX/1T• A.C./°JAtiEMENT �� 0 8° I_ p ' _T—AYApr _ ?d �% 6'° CALTRANS STD. D72 CALTRANS STD . D78 CALTRANS STD. D72 7V Al -fAlAt / J I A.C• o� TYPICAL SECTION L o � Ex�T A. • ¢ �r✓�MF�/y (FROM STA. 74+60 TO STA. 78+46 . 7.1 PJI✓EME 9� w,eGiys�/N / ry, /I /Z TYPE OL St OS DRA =NAGE INLET 8� GUTTER 7� ��MA/ DEPRESSION DETA = L NT5 IR - 60 N = _ = 11 R= 60 yl _ TYPICAL SECTION DEPRESSION FOR TYPE OS I 0 �, -- ,�G , (FROM STA . 87+09 . 97 O STA . 90+87 . 20) /Zo7.Of fl' /ZO .d¢ . �� INLET IN GRADE SAG Zo9.23►'r. l09 t3 f• . rav 0.50' E Ej1d NOTE 7 TG VALVE OPERATING EXTENSION REOUIRED WHEN TOP OF NUT IS 5 OR LOWER O Yom, FROM FINISHED SURFACE L�7P f/ ...I '^ 10.50 T i.: 1&7-O2 moi. /2070(0 : I 14.00 al•' /2C7/5 \ E Ll ' I FINISHED SURFACE - \ .6/OT.Gi I _ 3.50 I 2051ATG 2 /20 , y 1204.9 3 1 o I / 74 It n P�pP• _ _ %5/1aG7' • 6F�E i MIN LZ 7 3 INLET TYPE OS SEE FOOTHILL BLVD. .k0*-;-z IMPROVEMENT PLANS " . � 2• SOUARE DEPRESSION FOR TYPE 2 I STEEL STOCK-44 1 OS 81 OL INLET ON GRADE r '� w� N,- /e, 1 I/4 STEEL PLATE OrPiVN . f, /1 ✓�ME1L/l M 'C�'L�/l� ! ' —7-1/2• DIAMETER ip TOOr#1,NN WELD ALL­,#f' STEEL PLATE CATCH BASIN pEII CATCH BASIN FIT AROUND I NO SC,.�E NC SCALE T _ _ _ = 1 1 R= 6 0 � � � VARIES TYPICAL SECTION i I'•STEEL PIPE ��y (FROM STA . 78+46 . 71 TO STA . 80+66 . 49) / N TS WELD ALL I CURB HEIGHT -L x D AROUND I 6 7' 7� _��/ 6 V4 STEEL PLATE y — WEAKENED STEEL SQUARE STOCK PLANE JOINTS 7G> F I ( TO FIT NUT �� EXP — RAMPS ARE TO RE HEAVY !ROOM G�/ T GEXi� FINISH. TRANSVERSE TO AXIS OF JO#NT /`I'`r I� 7,Ly�/7' 7 I ( RAMP /1/�'j`/t ,� I ^ J,• RACK OF > CROSSWALK S l • _ &7W plant • • raj ;.� k ' ♦ ' ' ,.10 Its% Mow r of euro R.L. `GATE VALVE PER STD. DWG NO. 4 �a EXP JOINT oift►ok C .C.W. D. STD. NO. 4A GUTTER° CASE E \ ¢ WATER VALVE ADJUSTMENT CALTRANS STD A-87 R \ �• S / l>`ye� 2'/,�? • AGE /7 DF:•I'A I L_ 8 ••CURB W/ 24 e' GUTTER r L•—�, r MIN. r Mw ,/ ao°E P£R R. AG• � CXMT. .4•G� � ,/r LIP PA v> rEu� 7r C,-xj,4/A/ 7V RGM.4 N / TYPICAL RAMr SECTION sTz otrowr aCTAA use t(o��o,t rain mbtoporhen T00 of r ofcurb ated I rehrnK — — — Rou�sC 1 DSA/N R= 6 0 R=1/t" 'F 6 f ~ /2'" � I jr Wmso�� 2% Max-` 7 TYPICAL SECTION �3�� Max FINISHED ELEVATION OF ALHAMBRA FOUNDRY C.I. MANHOLE FRAME ' • TK CALTRANS STD.CTNSPAA 88 111 • p !0.,.a 1/1 • ♦ • '� O O • MANHOLE PER ENGINEER COVER N° A-1254 OR APPROVED EQUAL . e e v ,K RApK� e COVER MARKED SEWER yq. j .,q.e ►...i o �: • o �� 4/r, FROM STA . 82+03 .49 TO STA. 85+25t) -- � e. o a, A.a o e ' o �. Nl5 C> ' -- • , • DETAIL FOR LM OF RAMP „ . . , • - �— GROOVING DETAIL IVG SLy,Q'r✓ s� �-+ 6_ 24"DIA. CITY STD. NO. 102 ♦ x0 yZ — / fOocRETEC. PAVESUPPORT ca BAR WHEEL —H A 2 R RAM P RELow AC. PAVEMENT CALTRANS STD A-87 ' PRECAST CONCRETE (O 725' 7lfe' , MANHOLE ( A l6 ee CURB ONLY N , tt I • I ' / ' �♦ CITY BTW E DESCRIPTION OF REVISION DATE APPROVED al 2�/- o'- >K't �•/ - ��� CITY OF RANCHO CUCAMONGA 0.67 j° l w 4e DIA. i" ' in o� . Z• opt //� STREET IMPROVEMENT PLANS - x FOOTHILL BOULEVARD 0/J� o�' �'� • I,D !.? ,��d ' = y ' DROP MIN. MORTAR b--� FROM STA . 74+60 TO ROCHESTER AVENUE ( P M NO APPROVED BY: DATE' twe'r z- 9• m aF�ow � CITY ENGIN RGE N0. 24 G�JRDE PyIV�MENT /1K2''7FAI1 ° �.• v ti 500 PS I ' No. 1481 �^ RECOMMENDED la DrelllN 4.y' /v,rEM�/N fi��/N I _,.-�,��,,, ,,,�,� •,.,. /O.'1 f CONCRETE oA'� � 11 5'-0* DIA. DESIGN p,>rPAa; !!UTNE OFrI;,E OF SASE E�Ip3� � rALX1LE AND AR�Y'!1lTEE.NIC. LJyG TYPe K OW AlA"O"A5 W17V A- 7 �J'/dN3 W dE L rs #J! C!vl\L �# �i f� SI THE Nf CIVIL E lIfTIFRmFul E N ooNatn.Tn10 cmL E>wc?� ~ ON PIAN. 4! DRAWN AND LAND PLANKI`:0 SHEET C.C .W. D. STD. NO. 1 �C�� ,RRo,c►,,,rcn Street,sw•.a7 R= 6 O ACG 01MCN440AI* Aer- FetOM P.L. O!r euA? AW4r G F8 R�Nc►+o Church ,,Su .Trio 2 of /O TYPICAL SECTION PHONE(7 , ,,,, SEWER MANHOLE ADJUSTMENT (FROM STA. 85+25± TO STA. 86+26 . 15) �8 I�I•:'1'� 7 L_. d EDIAN FLARE _ DETA= L CHECKED DRAWING NO QTS S C/7� — R.0 E. NO 0/¢ E 7 g FILE NO& lodb 1 7 / C=TY SHEET' NO - �� OF 50 DWG . DATE: D/yr�NGE _ ' BENCH l[ARlC NO. 96-B AT TfIL M�?C TRae /07 86 g ^ � --_ _ - OF HAVEN AVE. i 19TH ST. , 44 V, Q�v � FT. W- t HAVEN AE. i 83 FT. N. °� 0 r1 EX1. r � 19TH ST. , SET DRIVE PIN � rov OF FurURE o W/C.S. TAG IN TOP AT TNF, 8. EKt� V o o $ o NORTH CURB ' N'LY RAW ,� i /�/0 8 /2/0 OF A HFA7) i+TAI.T, FOR 3-24 " CId1'--- -...�.-q.- ..,-.,.... r. .,.. �'`'�---e-_L�Q¢/ � 1, o � `° ►�'o -_"�--` ----- .- E r.Fv. 1430. 686 o-- -.. .,..� - _ »a'f'1 TFI7;; BT`TT" t 1►' R.F Tt.) BF t)Syl' ?OR P00-7'}' I-T, r v� �FL/TU/Q� RI•VU, COht�T. ' 014 Ti;'il�F Pl??_hv01"T,Y. B.M. le0g pp NO. 121-H FiTF6 S�'rrrz%,rF FRnx3 'Ti, F PL�,r`�. . rro �,o. $ �� �, cD a aC �� o o g o' ti rOP OF Furur TOP 0�M�,RrH i ]BrTT CF FT -- - -- . ..._.. ^ kj �°�, g o �• ('4v-p/AN Cl/RR AT i ..� N R M 0 CIVAR - , '� O F ANO R, 'z'F AZ�F x,7.1 �; �1C e A 2 -_- - - - ^ --•.. , O + S_ E aIn 6, T. 1 S . , R. 6 iR'. , ` ti �', FG j v � ; , --- .."•"""�` �' $p• � k, Q. �• Wo S.1Ry� / 0 .8. M. Preop . 5.�@ Fu g - - _ ET,F%,rATin�I - 1207 .36 " NORTH AW/ANC-_1198 e =4 .87" as•87' • � .._ ,f�Oa Nti �NN� OHO OS O � .w �] .w �U �. ,.• N ,. o o oa o rap A� FvruRr b r0P of fourH t7l`, r`�° v �N N N SOUTH MF_i7M N Wl" g N^ ► a``'� v y1 82 00 / ( -•�-� y - - - - - � 0.30• D.4Q•. �,`' d� �/ _ - - PRoP Fs, u r. tfy EXIT F�.G� r S �! 7 vk0 1 c=46.,ft sr /?0; $ Top oFPuruRe °° . a o•c. o.c. c=s , s' =r.•�. a' SourH CURS v a� o.c. roto 41� 'J °/4 a/4 6/4 -61411/4 e/a ofa 441� w SOUTH a//RP to F R G F I LLE -'`_--� «r .. ad °p ` p..P7y ' " :F MOR. 1"i 40iX/5T GR A/,0 VERT. 1"=4' 5'LY 71 72 73 1205 74 ' 75 75 77 78 79 80 81 82 � FUTURE PRI VArf OR/VE g ti Z 1/ C -7 INDICATES Purume ELE � 2 6RAvE5 Sr o rHERs g W /�'OR�9E04PE5 + r H PRoP R/w t r �_� �� � IS��l d ��� 1� ��� �y�� - - � � NII- r `'W W - =Uru� cine $ g �� N _� __TT__ __ __TT_ �__T-� --�� � ���� Z� � cu � r(rYP) Ll ►� -- -- -- 206.6 J 6✓��E� D ") ,�� _ FiCyT� 5 �/w 6,R� ! 206.q 8 ___ --• _ - __ -- 6 - - - -- - EXr5r� re/w _�� - -_- - - --- _-- - - c r > -- - - - -- - OrYP V E O G. , 1 _ `' �• r + L FU r R� Gl//�� 6UT T R1 r - r n t v�7u b�l r "x G O M 4. f W• -W -E f _ f o � _L�• -rE / / � F'hYVA`E ✓F 'VE ! % �!0 / y7 ng 27 MASt DRtVE��ti V corvsrRucr�ory 14 _ MEU/A/y 64IA15 - ' 1F 4 94 ` + . F�jV A � 1'1^ 1+11 , w �� v, �P tt. 20 / �,�a� �€���q /7 pr 0)p o'wA cv EX/sr a-�'Pvc. do _s f t r - --- - - -4 • F_X(5j R/W �� �" 5 Of /0/Q0'0IVA✓L:!WA'7 t , • Lll Fur R r� RE sr. 1 r s _ - i G/GNr�rYr> ANOcpU U b g Q a+ Oo ��►� oro'S e $��N i � � yi � ►�� P 9iPCWALr ! 2 ' /l• G5"1��4[ s .�LL 10 o �;a o �. �► v ?2 /y wrote _ ( gnry rem �rMfn n .ti r •N �.`' Z to w c� /lives TSE ^ td ( _ - - 1��ff/c sl�.�c t Pc.Mr f7YP? ' ►� a�,v +�'`'w �� 0MN rs�+ ' E - �e ( MA✓�! ORIVEIs4or�s,Alo, s�`(r. off` �y �l•�^6,a}�ryP/M�►�M� �3 � `° h. � Y ILK' Vii v�� H � �� � �� � '^ � ^^ � � ( STATE HIGHWAY 66 � FOOTHILL BOULEVARD ���� � � ' ^ k 3' 0_ DESCRIPTION of REVISION �i DATE APPROVE CITY of RANCHO CUCAMONGA € CONST. 9" A.C. nvIr il-TT OvTR COmmc-TItD SUSC�RA� (UPPER 12" OF Stliv-4RAnE SHATS, ERVB PLAN AND PROFILE FOR A MIN. OF 95% XI COMPACTION. a-- CONST. 0.1' MIN. A.C. OVERLAY* BOULEVARD CONST. S' F.C.C. CURB W/24- (itJT"I'FR PER CALTRAWS STD. A-87, TYPE A2-8 AND DFTAIL ON , BHT. 2. STREET IMPROVEMENT PLAN CURYE DATA ' CONST. 6" P.C.C_ CURB ORLY PER Cu.TRArfS STD. A-87, TYPE Al-6 AND DETAIL ON SHT. 2.`-- CONST. WHlr I.CHAIR RAMP PER CALTRAKS STD. NSP A-88, CASE "Z" AND DETAIL ON BHT. 2. FROM STA . 74 + 60 . 00 TO STA . 83+00 . 00 DELTA RADIUS LENGTH TANGENT--- CONST, KFDIAN FLARE PER DETAIL ON BHT. 2. O f2 °44 49" 2(2 . 40 4b 92 23. 56 INSTALL 16,000 LUMEN STREET LIGHT WITH CUT-OFF LERSFS ANMOAV A D A 4 OT MAST ARM UNLIPSS ATO . 1 3 8 Al 5 OTlWPV7ISF NOTED. (TO BE PAID FOR BY THE DEVELOPER AND INSTAT-LIKD BY S.C.E. ) . 0 90900, 00 35.00 54 . 98 35 . 00 @)_-CONST. 4" THICK P.C.C. CURVILINEAR SIDRWAI.K PER CITY STD. DWG. N0. 103 i 114. SEE LARDSGAPE ARCH. QRQFE$S/Qy�� CITY EivG I NEE GGGGr RCE No .24953 .PLANS (ACTIVITY CENTER) FOR SPECIFIC CONSTRUCTION DETAILS tt0 >�T�`"�C - _ c 90000, 00 24 .00 37 . 70 24 . 00 - - - k' // CCsg�8T. OR11ITiA�T IN2.1t? TYPs Oar. PSR CAT.TR�*'!� STD. 072 ANIS ooTR DTpFF'Pl�IOII FOR TYP>�A •,� �s �;,�^�s DESIGN MADOc E a Ass TES. t Nc. RECOMMENDED i O 12. 40' 49" 205 .00 45 . 37 22. 78 OS AND OL INTXT ON ORADs PTR CAT-TRA.Ns M. 078 AND DFTATL ON BUT. 2. � � �'� * r,f{, OF THE INLA EMP IRE E (2-140' 49 �8 40 Q3, $2 22 4O AND LAND PLAWERE _ w No. 14814 � 00M-kT>INC CIVIL ERGrN�B " €c �• SAftGUT AND RF'�'TVZ t]�IST. A.C. PAVF►'.�'><'T. or ►� . /7 ADJUST. NATER VAT-VI TO ORADI PPR C.C.N.D. STD. MOS. 4 a 4A AND DETAIL OM SST. 2.' Epp �_-_3l_5 7 DRAWN 10501 CHVROH STREET SUITE 107 S H F i MNrJFiD CVC:A��A, CA 9173+0 C47) TEI.1►P .. ![�tt'T€7Ia1 IS TO BR ADJUSTM TO OR1kt)T BY O.T.R. 'rl CI V��• �k 6.ITS f KA 4'.;31 1 t' �/ f DANT �ITiCF� /47 - 7r:5_9c� e,-,e G�-G,-N[7 0A1a�`f��'1Fj / OF C!)11�`Y or O/Are NY OArE - OF 0 REI//S/01V DE5cR/Pr10l+/ CHECKED- RCE No 148 4 RA'W NG NO . eNGlNER c/rY41 q9 APPROvav AF'PRC�/ED c/rr TE 4 x/94 F 1 LE No V._ •P♦ 40• F.r•' :Li 8' V,) 71+'" Ci - $`':ii_' FIs Gt rior S OC: 10 AC / ISE: 644 1 C="I`Y STtIFF:T TT C? • / C7 F' SD - DWC;. DATE• 9 j•�-9� R�'� !7/STfiNCE = 201- -72 ' G=3f•ob' 55,,•74 100�!PI = X12 J4� . J '� WNCR MARK NO. 96-D AT THE NWC '1 mlvt44'LT� v Is �' OF HAVEN AVE. i 19TH ST. , 44 n � "i 3 FT. W. t 9AVEN AVE. i 8 3 FT. N. vVZ .► .D �� ,, 19TH ST. , SET DRIVE PIN EX15T. 690V 10 • a a o � r -- 1210 w/C.S. TAG IN TOP AT THE E. IND OF A HEAD WALL FOR 3-24 CMP--- - C� N LY RlW o `' .�----� N o "- O TOP Alm FUTURE NDS cu/'zB N EI.Ev. 1430.686 llto67%7 `Ca 44 f) Co.00 � �� •► - ro w+.... r _ r r O r of 7 - J x+1.1 V+..7 `�J •\7 •6¢ - --- ._ -g-.. J • ., VtoUrUIQE CO.6-4 �1 >�: TRIS BExt'R RR To BE UC-,0,l 4NG6 = 146.61' -�-• 120g USED FOR FOOTHILL BLVD. COrgT. - -- ON T>�'"SF PLANS OF7,Y. USE B.K. 1-4f, = 3 =4S•I�5 tit NO. 121-B FOR OFS ITE COA�'T. Z O.c _ . QG rRUFVrg ce _ .6J' SFPrRA;TE FROM TTk'SF. PLANS. 1210 O 3 b ^ TOp OF NORTH a �� 1" IRON PIPE AT THE CEt��'T'F'RLYNE -- -- 1210 ZN7rTtSFCTT01IT OF FOOTRTLL BLVD. N . o 0 0 ^ ME7!RN CURB ., o c r �Q,, AND ROC'fF',_,TER AVFIv'IJF: NOR7'Ir x -�`3¢.' °o O,�Q'. \ •/ o. 0.• O.3S-:' SECTIOr 6 , T. 1 S. , R.6 W. , - Q POX. 5 555 -5555-- - - - - - 55 55- - - 5555-- 5 555-5555 55 55 --5555-- 5555 S B.B.i N � SLFi7ATION - 1207 . 36 -� -o � �_- - _..._ -� '1?05h � � � ;.\, f ,y � O.G. O.c- ►� Z W� o +. 0101, � rop o gourH $ � Nva � v F 121 D - o R M N '��' 3 ^ MEO/AN GURU .. o o o \ 4 !e b �O N VS t� N • b N .� N 0 4 ` • -- a -�- �> _ 0.1111 . . --�� 1b '� 01 y � � EXIST' F5• @ � ��•rg t� r 12os �G. SOW. =5S•/e' L=45•d =¢5 88 ' vPr = /Qo5•48 V t'I = It 06.88 O.G d/4 d/4 �4 A14 12/0 re v � Exisr AROUND 8 \ -- 1210 ao rop oda S,�Y R/W � $ � 8 �? ti v► � o �.4 o v, SOUTH GURB o o D.27 �` Ngo v ^aa �.c--- - --a / obs / ti o PROFILE ©•g9 . V•/O C, �w a\,y \,\ O, "-�/ yi[ -..�- - --�_ - v H Q R. t"240 t � �•, - p,y�?` ALV �i a 4 0 `¢(J7. _,_ �.,, �•E-_- --- _-- - - �_ �y VERT. t"=4 �Q05 5555- --`8 1205' 83 84 _ _ 8 J 85 _ -_ 87 88 89 90 . 91 W W 92 �mw,�,, /426 , QH7. 5Of 9�/ NE51�R A✓E.5T.PGr,NS rye I z (O g _ m �,� MST _ � � " l�„ I.I ,� � \ � �` ;•� ap �+oo By OTHERS ,p ^ w U a,v ov ill o, v v v z o uraE 7a 5EE Orti(s•No /¢26, 5NT 6 of 9, y $ yt �1.0 U,o �`�y •��.' - oPi/4/N- b�,`, " ' � �' o o �t - v,wt IfoA'N/LC BG r'O, 51JpEEr PUtNs � p�, ZNc�v �� • �, N�- 5555 + ,lel` � ` opv �i _E 'T \ • � .1 i\ I U) 4E y- ._ - - -5555-- TT- iT 1 6r q� ; _ y� J� 96",RCP 7/� y \ - y • cr (TrP) '�� I i �- /vim 5 5� w o /4N76UTT`R__ \ r C \� \ - L .- y ut.. - 1 t7 •'T o y;cT - Tj{ ; - - =L J- --- --- - y-- r -+- i \ r Ex/sr. A.C. SERM a - o� I '79 W _ rseas-=.rsrasa r __ __ - - -- - - -- - - -- _. -- - --- - t _ - �z-s 7A►��E -. - r-c /. __- s ' - i s T` y- ` `. . - - - -�r a A•G PSI MENT Y. ` ` / ✓-'Ti• Of ,lj'_1' ,. 1 , /.• •. 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Q , � ---_-_-_ - - -- , -. � 1> , corn uc / 1v " • 1 4 14 I '� - 5rR -,� 7 89 g L 1 r - - - - - - - � I st o l � t - - p1�1 �S2 ,r• II ` Svcuj Ave JSP 1�y "��h z ! t ��I / mm fg p1'fg. y Iq 2 � h. xrbj. 9 '4"P�•c, -- (� ! :� moo` TEL E peomc GONOUI r "L o T -- 3C_Ei°•HON4 coNowr U w ti o \\ o / l• ��- "�v o• „ 17 _______L �,, ._.__.L -•�_ `\ ' �-t - M11v+r i s I �yO^E,QW, ;-f F� xl✓ ^.c•P/�VEMPNr � 5 _Jc- r T f 6IE _ „ . f ' _ n l l L f I 9{ _ , t..,.- :�".rs - -_-- - " -- -- : _._.s._ Si.�J• (Z' =...�•^:- ._ .,.-- ,,.._.c - - "'; s_i _ su - a _� - - ;F` - j.R _ -. _`'., E ,r-' p - N \ � to J V � yp 5555 - - /QC>G _ _. .. 1 •�• I 'I - \ ' V- _>_ - vc , - �/ _ `# - -" �yF 1 AL1 =z I I �� 3 SAI _ ��- ��;, -JL' � _ _-�� �y?�y 11 - - e - - _ e 7 r _ - rr _I I- �n - J 'r J 4►1- V tri _ �N' I �' I L► r - + \ - I � - -i - - - /' Ifs to C w of \ ►�� _ -1 �uI < ►\ II -rn \ tan �l �' . b � y `� I I 2Z \� ^-�-, 1 � I I �-•� � , \ v , N - - - _� _-,_ -t-- ��'�'� Q �`2 � v► r.° �� O ►1�30 1 �!u , o� �/ 4 1 =- -= rye- Ito �Ve-A1AG K 1 C w app, b 3'Q�) �° 3 .- 1 STATE HIGHWAY 66 I I � �► CURVE DATA FOOTHILL BOULEVARD � - v�� ll U DELTA RAD I US LEND TH T AN''fr -Nl of -I . 3 t ik o � fl DESCRIPTION o f REVISION DATE APPROVE - - - ---- - '°SF't<i•e'RT OVRR C[ tC'TFn std"'IrrnR (t>�'� 1Z OF aV6 _ a-- AMN . 9 A.C.�5% rT _ rr)�� ) c r �I;� �I . CITY of RANCHO CUCAMONGA (2°40 4p " 68• oo ' 15.05 ' 7 55 ' �► MIN. or Q�t AT€x.>��Iv>� ast'r'l�CrT Iters) r-� ��f� � � � `� ��' .:.� I �- Q /2°4o ? 94 50' 7.64r 3.83, r 2a--- COCST. 0.11 MTN. A.C. OVICRTAY. a-- CONST. a- P.C.C. CUPP M/24- Ol It PIM C1►T"Trxwg /TD. A-87, 2TPZ A2-8 AND DFTATL 09 NE OWE: ldo 1426, SH7 4 Cr 9 , Oc 19,51' 27^ 92• So' 32.06 ' /6 /9' BUT. Z. �`�EyTE 2 '"�"U� SET P`�5 PLAN AND PROFILE FOR 0 89636, 51 " 35. 00 54 . 74' 34 . 77 ' �- CONST. 6- P.C.C. CURB ONLY Pl[1t CALTPAVS M. A-87, T TT Al-6 AND DFTAIL ON ENT. Z. U 90' 14' 27" 35 . 00 55. 12' 35. 15' b�---- CONST• WM�AIR RAMP PER CITY STD. NO. 102, A DF7rAIL ON SHF•F-r 2. FOOTHILL B 0 U L E V A R D n 7�-- OOKFT. CM-7t --rnIAL DRIVI APPrn! c.% PIR CITY M- Dm- titer. 101--C. DF %'8° (8 ' 47 20 . 00 27. 34 ' 16, 29 Op --- ConsT. Kr?-)IAS FI.�IT' PFR DFTATL ON 8"T . Z. . ! ° '2' 37" /3 s2' 4 .88 ' �-- INSTILL, 16,000 LV*1R STrrr, L10trT MITJ'• CETT-0" L.11'w I?t XWD A 4 YOM )M*T A" VM.Vta STREET IMPROVEMENT PLAN O 9 4 _ 23 17 OTI s.F;-ISF 1tC+; (To aR PAID YC)R BY TFr- t`F`vr;nrrP A lFF' XT.t.Rt) BY a.c.s. ► . FROM STA 83+00 . 00 0 16' 15' 54" 175 . 00' 49 . 73' '?5 .03' ( --- CONST. 4 - THICK P.C.C. CURVILIN;F:AR SIDFWAI,R PER. CITY STD. DWG. No. 103 z 114 . SEE LANDSCFLFE ARCH. TO ROCHESTER AVE . 1 4' 56' 44" 175 . 00' 45 . 65 ' 22 . 95 - PLANS• (ACTIVITY CENTER) FOR SPECIFIC CON``TFZlICTI0N DET�.TI-S . - Qa . -- WK EIT DFI TKP,'7 r I1 I,t►a TFF 06 PIR CTsT.TP>kr:'ih 65 D72 AK`s otm r Drrr:!'..-.Io>c FOR TiPF9 - _-- 5555- A � � A E 0 20°2537" 170.00 60 ,461, 30.63 " OS A" OL lKil+"j O# QF1rnT PIER CAT TRIMS 87il. D78 A" DYTKT1. OV sni. 2. - I1ISTALL 40 P.V.C. (IC!4. 40) s = f} Mx��i cT -T �0- O.C. QanFEss1 CITY ENGIN E CGGltt G�_ RCE No . �f �l OK 2!° 4n•20" /70.00 64 30 ' 3?• 54 ' `(ZJ aAR rte. ArgD R��•� 11116T. A.C. PAVt�'rrj. - g Rir e�>t sa I A.C. s DESIGN MADOLF. a ASSO ':S, INC. RECOMME:NDE:D 1 _ ( ' 78°38 '44 " 20.00' 27-49 ' 161-46 ' SAl LIT 7 KI) RI•t".'MVA 2318T. CURIO AND atT'1TrR. r„ �� �{; 6 pf, C THE. INLAND IN IRE -5555-- -5555-- --- . C01.�!_tTlMu CIVIL EMr'2►tFfFF. 7 AD.IIt fi7 . MA TSI VAT�vY TO Ol?s n6 tPx>� C.C.N.D. tTD. 1108. 4 i 4A Al'f!] D1rTl4XL ON sFz'1'. 2. "' N p. 14 814 w ,t -_ __ AN i LAi� PLAT"`K�• ___ _.. __. .--__-_. C?- ADS?LiS7 sF; '. F ,W'B':_sI.>t TO til )DE prF C.c.N.D. 8TV. no. 18 AND DYTAII. ON 8F . 2. �` fxp ��l � DRAWN 10601 CrclRcll STRFr7 &LOTE 107 SHE, E I e + t IUR'•'w) CI AM, - CA 917'30 rll.lt. >Ilxasi . i8• C.lI.P. 0111y; az•cTl:�r�x, OR Ra►,�ti�. ;� � 6FB � c�cfi,a4S1811 .¢- F /P �r� - T>CI,fiPIF. r-I R 'J'-s ,1t Is TO BE Ai��tl����F1 TO OF>!riIT BY Q.T.B. - Asr� 0 2/ a CCS.•. Pl .- yr >t�ISr. A.C. PARI . j TO LTXTTF F`f7r" OF TI�'l!_t PLAT?' (0.1 KTX. TF�TC� ' -lT, J� 1 /� /, n � ' �;Fi[ �) !¢814 . 4 KIN. 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'`> Cor�/ST `O CoivST_ o� /Po7 6 NP v`- I � /20?8! //P � 1p t� I r2o .g NP �, � ¢` „I Q Qi1 f5i Ol/Za1 -�FI D Zo73 xl O rite7 � ,l Q 'U O 2 x/207.351 4 yl to725) I i �I I I x! xi j /t �ta7.t✓ 1 /t 7 to-) �I Ex/yr °;yy,glvr sn�/w ITW.6/ 69 /206,28 69 /los 6 - �✓ y o /206 />?c%. 5 rz l ob.2.S 10 l20�-2/ it le06•� /205 SB O N o � va MM,4 A; 0 0 ao Pie H COO ' O I I I I �dl'Lo7 od> i I I d I I I I -� /1—fl, -•��r ani � 11 I � - I -r3 l Lv7z� 1 I _to�itv7t8> 1 1 d _1 I '1 1 �1 , i 1 AI N / / r r r r N/ h/ r r 1 / I r _ 1 1 1 _ �l !v I 71 o �r 1 ! 1 Q I n � H " x i CITY OF RANCHO CU%OMMONGA • 0 m _ `d m FOOTHILL BLVD. X—SECTIONS00 z p .. v - nt 131 I FROM STA . 90 + 00 TO STA . 91 + 00 83 Tr + �V //= 5 OF � � n O APPROVED BY: DATE: 0 � CITY ENGINEER R-C.E NO. ¢�53 d DEVELOPER / OWNER MASI COMMERCE CENTER PARTNERS C/o MASI PLAZASCANDIFFIO COMPANYTHE LANDSCAPE ARCHITECTURAL PLANS P.M. 13845 1510 RIVERSIDE DRIVE BURBANK, CA. 92407 ACTIVITY CENTER (A PUBLIC El ASE..__ MENT AREA) (818) 846-2070 FOOTHILL BOULEVARD AND ROCHESTER AVENUE LANDSCAPE MAINTENANCE DISTRICT NO. 3B & 4 VICINITY MAP GENERAL NOTES SHEET INDEX 1. These notes shelf be used in eonjune"on•with the plans and arty dlecrevencias d»"be brought to 1M attrition of tale Landscape Arch"and City 1COVER S H E E T P_^iw1 r r• Engineer. v 2. An Encroachment Penmlt shall be otxatnsd from ti,.City Ell neer prior to eommenefnQ any work. 2 FOOTHILL BOULEVARD CONSTRUCTION PLAN � 3. AN work she"be performed according to current City Standards and the Standard Specilicatlons for Public Works Construction. 3 FOOTHILL BOULEVARD CONSTRUCTION PLAN 4. This work shaft be Installed by a licensed contractor who she" carry workman's compensation, public "abll ty, and prop" damage Insurance as � FOOTHILL BOULEVARD CONSTRUCTION PLAN CHAFFEV rsquired by law. • ►AR IONAL RA11eMo CtXAMMGA CiTY LiMIT ` Cwr rE r I r--•---'—•'—" ' S. Check for existing utlflfy locations prior to excavation work. NotNy Dig A"at 1400422.4133. A permit to excavate may,be required. Exercise caution FOOTHILL BOULEVARD CONSTRUCTION PLAN i! srr.w sr ( � -� COLL If!ri � ♦�1 In excavating and working near existing utilities. Contractor shall los responsible for damages to utilities which ars caused by his operations or neglect. .\ }� \\ �F s. At the coneluaion of rough grading. an agronomic illillreport shall be furnished to the City inspector, and all such recammendetioform rro fothis report 6 FOOTHILL BOULEVARD CONSTRUCTION PLAN • ----- . she"supersede tolls amendment recommendations shown on the plans. ifiOPOSEO FOOTHILL �el�s� F REEWAY - ; 7 ROCHESTER AVENUE CONSTRUCTION PLAN / 7. Wali foottnga and rsintoroinQ shah not los bested within the right-o/-way, unless detailed construction and structural calculation s have been approved \' the C' Engineer. At the to of slopes ease `�Rab 1 by City g' p pts a two foot wide flat she"shall run along the bass of walls. Joe, 1 $ ROCHESTER AVENUE CONSTRUCTION PLAN Y j0yr d. Upon completion of inste"etion, an establishment period shall commence, and upon written verlileatton from the inspector that estabtiahmem is \ W �•� accomplished,an adequate maintenance period(typically 180 days)shall commence. Said maintenance shall conclude only after verification of leaf-out, 9 ROCHESTER AVENUE CONSTRUCTION PLAN MTA/t \ y I u FOA •'E., fall color,flower color,overall plant health,and with Council acceptance of the improvements. Maintenance shall include mowing, weeding,irrigation, roo..ai �» ey7 �o �, Wm r •• pruning,raising tree root balls which seals below grade,fertilizing and applying such sprays as are necessary for proper care and up keep. Maintenance 1 ROCHESTER AVENUE CONSTRUCTION PLAN WAV also includes all repair's, replacement, cleaning and adjusting necessary to keep the irrigation system in good working order with proper coverage, UPLAND required prior to final acceptance of the work by the City. Commencement date for the maintenance period shall be approved in writing by the City I •Now aeon Inspector. Maintenance period shall be adequate to verity plant characteristics and establishment. 11 CONSTRUCTION H A R D S C A P E DETAILS rCJQ.•S.I•n rE . 9. Application of any chemicals aha"be by state "vented person., . All pesticide application require P.C.A.recommendation. 12 CONSTRUCTION H A R D S C A P E DETAILS 10. Calsense equipment shall be installed under the direction of a Caimise representative,phone number(714)455-0129 and approved by City Inspector. • ry l �' I 11. One controller chart shell be provided for each controller. Controlfer chart shall be the maximum sire the controller door will allow and shelf show the area covered by the automatic controller. The chart is to be a reduced drawing of the actual as-built system. However, in the event the controller sequence is not legible when the drawing is reduced, it shall be enlarged to a size that will be readable when reduced. The chart shall be a blackline print, and a different color shall be used to show the area of coverage of each station. When completed and approved by the Public Works Inspector, 0I4TAi110 the chart shall be hermetically sealed between two pieces of plastic, each piece being a minimum of 20 mile.thick. The chart shall be mounted using Velcro or approved equal type of tape. These charts must be completed and in place prior to final acceptance of work by the City. ONTARIO INTERNATIONAL AIRroRT 12. 8'wide x 5' deep concrete mowstrips shelf be provided between ver all shrub/ground coareas PROJECTad farm. s•widex Rion strips rMll also be Rar;ed berweth metiall rov„,ii.ie.rnere City marnitemed wen we direr to PIIr.1d,•MaWN Re WM. LOCATION 13. Sidewalk layout is conceptual only. Approval of the final sidewalk layout shall be made in the field and adjusted as necessary to meet field conditions M approved by the Public Works Inspector and project Planner adjusted as necessary to meet field conditions as approved by the Public Works inspector and project Planner prior to final construction. SHEET INDEX CONSULTANTS MADOLE 9 ASSOCIATES tWN09dAlpE All "TtCt• 10601 CHURCH STREET SUiTE 8-107 RANCHO CUCAMONGA, CA. 91730 CALTRANS : ' : LANDSCAPE IRRIGATION CONSULTING GARY HEELT (909) 948-1311 FOOTHILL BOULEVARD ►� "�' i r t. 'All work tRdlAin 1M Slat d dale be completed in accordance wlfh the Stat of CalfMmia, Department of Tnlnapartation, Standard Specifications, dated Ju , 1192' Fm Simon. President t ROBERT E A880CIATESfhD bRANDOWAS�OC11TA. gE 2. "Should a conflict arise between the contract plans, spec'i"cations and/or details prepared by the Permittee, the State's Standard SpecNlcations 20301 S sha" RAY I DESSELLE,ASLA 10373 Trademark Street, Suite A W B I R C H STREET S U I T E 1 0 2 2101 EOSt Coos•Highway Surte 215•Ma�I�ng Address PO Box 36A �SHEEI 2HEEL HEET _4 _ SHEET 5 SHEE7 6 govern.' SANTA ANA HE IGHTS C cA q2�o� 1 (714) 945-2119 Todd �mRsr 7 1 4 2 6 1 6066 . FAX 7 1 4 2 6 1 6064 Orono dei Mor CA 92625• Phone 714 759.7533•FAX 714 759.76 i5 r �fTTTT1 TTTTTTTTTt 0. sT i - ITT R 1 T 1 6 117 GJCA " `O t- - - --- 13 --- W • am I (T , 1r11111azf111'lili'pl �'I rl;llri - I n_LLLW9_ 1111111 15 611111111 17T111'if 11 ' "16•�'rR _ +T�r•»r wo.r W CITY UJDESCRIPTION OF REVISION DATE APPROVED �I lllilLll-L11111J) ill 1 1 1 1 1 1 111_Lllll11lli1 _-I1L111111llL1t1 1111111111 i it i I I I _ - _ y o � o - X CITY OF RANCHO CUCAMONGA rrrlrrrurlrlrrm rrnlrTlrulnr rrnrn �_ ' _G MASI PLAZA T 22 Z Kuru r � �� no 17 W (, ACTIVITY CENTER ILLLLLM a"gem Conn" CA PUBLIC EASE�V1E�T1 AREA) COVER SHEET (VINTNERS WALK) p �I'"DSCAPf APPROVED BY: DATE: DESsCITY ENGINEEFj l RC.E NO. 24953 DESIGN PETER D. BRAND-OW a AIA • ASLA RECOMMENDED UC. 2916 R.I.D. & ASSOCIATES LAN DSCAPE ARC HITECTS DRAWN 20301 S.W. BIRCH STREET a SUITE 102 SHEET R.I.D. SANTA ANA HEIGHTS • CA 92707 -1-OF12 ..__ �rEOF CHECKED 1714-261 -6066 . FAX 7 14.261 .6064 DRAWING NO RCE NO DATE FILE 140 Sheet No.,ol?"I S1 FOOTHILL BOULEVARD 10 10 II W 25'-0' 25'-0' 25'- 25'-0' 25'-0' 25'-0' 25'-0' 25'-0' 25'-0' 41 tret c Set mete vaults adjacent d paralfel to curb (pee Civiill Plan ) I (Per Civil Tans) � � EC 1 b 4•i .• rnW. o t to ML Drop Dro inlet M WheelchaWheelchairRamp m Pe Civil Plans) Per Civil Plan i p m o ' 6 ';�' Traffic Pull Box 4D OD II -' -- -- -- -- _ -- Public 0 I�ubl�� 1 m / ent Llne 12' Typ. �ro�oeb coo ago=ONO= 12' Typ. AV omm son Traffic nal Control Box And Po Lt.broom finish conc. side alk Expansion joints at 24'oc. w/ deep cut tool joints at 8ft.oc. Per traffic plan As Per City Standards Nos. 103, 11 iiiIi, And Civil Pidna -41111111-444— k � Plastered conc. block wail Lt.broom finish conc. sidewalk Plastered conc. block wail Plastered conc block wait _7 -7- 7 4'-0' E • i W Lt. Bro m finish Concrete SIdewalK, 4s Per City Standas Per Civ S - I CITY DESCRIPTION OF REVISION DATE -__ APPROVED CITY OF RANCHO CUCAMONGA MASI PLAZA FOOTHILL BOULEVARD CONSTRUCTION PLAN i (VINTNERS WALK) APPROVED BY. J �j DATE LANDSCg,0' , CITY ENGINEER �' , `f✓ G/' RCE NO. 24953 k� \p,N DESS 'y�P DESIGN PETER D. BRANbOW • AIA • RECOMMENDED ASLA R.I.D. & ASSOCIATES t C-) L A N D S C A P E A R C H I T E C T S UC. #2916 DRAWN SHFT SCALE 1/8' 1'-0' — 4' S' 16� 24' 20301 S.W. BIRCH STREET . SUITE 102 �} R.I.D. SANTA ANA HEIGHTS • CA 92707 2 —OF _12 - 7 14.261 •6066 FAX 714-261 -6064 CHECKED DRAWING NO 19F L\F RCE NO i DATE — FILE NO Sheet No.30Of Sy FOOTHILL BOULEVARD --------------------------------------------------------------------------------------------------------------- 25'-0' 25'-0' 25'-0' 10 W 25'-0' 25'-0' 25'-0' -25'-0' 25 -0 I I 1 Street light (Per Civil Plans) I Traffic Signal Control Box And Pole Per Traffic Plans I O S.D.MH (Per Civil Plans) O o e,-tr•, I- I Wheelchair Ramp — o o a� l Per Civil Pians — p CY I -- — - — -- -- -- -- -- — — -- N -- m .01 /0000 Y4 I Lt. Broom Finish Conc. Sidewalk As'Per Cit Standar c 0 civil Plans - - - -- - — --- -- r CID Expansion jpints at 24ft.oc. w/ deep cut tool joints at 8ft.oc. Public Easement Line 1 12' (TYp•) Lt-broom finish Conc. sidewalk ___ ._.. As Per City Standards. Public Easement line f N And Civil Plans 1��-0�0�� e'-e' 4'-0 f i I I -�-L -.Tw CDI I OC I "' W O C/) Z Lt Broom F nish o Sidewalk I w A Per City tan r s W s. 103, 1 4 And I vi Pians I = CITY o I I I i I . • f I i .�( DESCRIPTION OF REVISION DATE APPROVED CITY OF RANCHO CUCAMONGA MASI PLAZA I • I { FOOTHILL BOULEVARD CONSTRUCTION PLAN I (VINTNERS WALK) t E - APPROVED 13Y: � �- DATE: -'Qj `pNDSCgpF CITY ENGINEER GG,/t GG,c-e-rl� RICE, No. 24953 �\PN LI '7 DESIGN REC..MMENDED ? l R.I.D. PETER D.& ASSOCIATES ASLA t pC U 1><�Y s LANDSCAPE ARC RITE CTS 0 8 18, -.24� DRAWN 20301 S.W. BIRCH STREET . SUITE 102 SHFFT 4 _ / R.I.D. SANTA ANA HEIGHTS • CA 92707 _ 3 W ryl I SCALE 1/8' 1'-0' 1x; 1NO DRAWING NO 714261 .6066 • FAX 714.266064 — -12 - a Ao 9 �Q.� / CHECKED EOF CAL1E� AD -- -- _ RCE NO j f DATE — FELE NO -- Sheet O —Sheet No.3 / Of 50 FOOTHILL BOULEVARD - - - - - - - - - - - - - - - - - - - - - - - - - - - 25'-0' 25'-0' 25'-0' 25'-0' 25'-0' I I 10 W I 1 I C, I _ 9'-2° 15'-0' 15'-01, 15'-0' 15'-0' 15'-0' L1 0° me _�__ N I N Street light I Drop Water Meters - SX'a''''n O•u/ Per Civil Plans)Eae�m1 ter,+- L ,,-�o o I p i let it Plans) Per CCWD Pian I N I -- - N Conc.Liht bollards o (Typ.) 4 yy y -. L _ __ • 0 -- -- r4 Standard 101-C 7 0 Commercial _. 12 Drive Approach- 0 b I o 12' Per Civil Plan •' all io Ty ' al - alk pole lights I 12 0'C.F. ar '� ; Tree well r Detail 4, Sheet 12 a Typ.) to • wow s __ _ �- - s 1 am Public Easemetnt Line Lt. broom conc. sidewalk — -- "' i i ..._. Public Easement Line \ F.H. Per', Expansio joints at 24ft.oc. w/ deep cut tool joints at, 8ft.oc. � os� 12' Typ As Per City Standards � ���� CCWD Plans Light Bro m Finish Conc. Sidewalk As Per City Standards Planter M ' Nos. 103 11 x_10 N 1 � 5'-6' �_Ap 7'-0' T'-0° � Medium L0 I Typical - Sandblast finish concrete field areas W W I Typical - 12'It. broom finish conc. bands 3 _ 1- . 2 — I CO 1 W ' °D W W Z M T I i cn U WI W , Q W W ( J 5'-4' 10'-8' z 1 rJFt_0 4 r I i � IQ a i I i I 1 I .- I DESCRIPTION OF REVISION DATE CITY I APPROVED 1 CITY OF RANCHO CUCAMONG I MASI PLAZA I FOOTHILL BOULEVARD , CONSTRUCTION PLAN (VINTNERS WALK) toI NDSB APPROVED BY. �; DATE. 24953 1 CEO V NN DE APFq CITY ENGINEER � -w RCE N0.� e4l�P SS�`l��,� DESIGN PETER D. BRAND W AIA ASLAIAJ RE'�:'MMENDEG R.I.D. & ASSOCIATES cc //�� n L A N D S C A P E A R C H I T E C T S VC. #2,U6 �� DRAihN - SNFFT I � 20301 S.W. BIRCH STREET . SUITE 102 0 4' 8' 16 24 -;. '� R_I.D. _4 OF 12 _ } SANTA ANA HEIGHTS CA 92707 SCALE 1/8' 1'-0' Irl -r���� �\Q, CHECKED 714.261 •6066 • FAX 71 E NO— DATE 6064 DkAwiNG NO '9 OF CiA`•`�O DATE — ___ FILE 140 --- Sheet O ---Sheet No.3ZOf 50 FOOTHILL BOULEVARD ------------------------------------------------------------------- ........... 10 W 4 " G 1IL*J u*Z*-•t�IS 5717 j S795 � f 9& •3143 • - - ' 15-0' -0' - 5-0' 22'-3' Banding' ( 15-0 15 0 15 0 15 15 0 1 Per lDetail lThis Sheet Street lights F.H. Per CCWD Plan Water Meters t , Per Civil Plans I I I Per CCWD Plansi acts+-;r7�s �.Ovr/ o ['I Planting Area 207, CY f~de� d01— At- L;r,w— in tner I Standard 101-C x; Commercial 'm a0 12 Raised seat wall 2 1 1. I Walk pole tights 11 o Drive Approach (Typ,) 12 TSP I Per Civil Plans 0'C.F. 10 Vintner Family's Plaques o .o 'o Tile filled (6) 5 s ti _ ' ---- — --— N N �-i7"�—as7mentlLine -- ---.--- -�- / 2'-0' Pror�� Tree well . 5 6'dia. pipe arches 1' of 5'-0' Conc. light bollards o YYp•Y �t 6 (Typ') TYP• e4l YP Cq C) , t. , in 2 •�,- < ,��.. .. 7 I�`atse�l ltcrete platform' t 3'-0 m a0 Plant g N >m 1 1 °� , r. m m ' 6'-ON Planting 11 1 11 1 .� \ExpanJoints Sion 5,-OR. - t .4'-0" 4'-0- (T yp.) N 4'Sq• co mon ments • 12' Public Easem nt Line 48' T 2 TY •) Planting10 p 0 �r�f'� yp° 12 • I � � I I I i 5'-0' 4'-0' 9'-•8' 13'-8' 13'-8' g'-6' 4'-0' Typical - Medium Sandblast Finish Nwi r 4 Concrete Field Areas ' I IPlanting ; �'• Typical Brick_Paving Field ,Areas ' W Per Deta.A This Sh6et --, Typical - 14" Lt. Broom Finish Ll1 Concrete Bands 3 _ ao W 4'-0' 5'-0' 7'-2' - — {� dr '1/2 Brick - Charcoal 'Yankee Hill' Brick Pavers Available From . W •, V erfiy � ; Z Full Brick - Medium Red Sepulveda Building Supply Ll Attn. Sarahiane. Towndrow J _ 1/2 Brick -Charcoal (714)364-2100 V Standard Size 4'x8' Brick � x 1- 1 /2' Height Q I • 80 Herringbone Field - Medium Red Ll i DESCRIPTION OF REVISION DATE CITY APPROVED ' CITY OF RANCHO CUCAMONGA MAST PLAZA Typical Brick ' — in Whe a Noted FOOTHILL BOULEVARD .... . .. . ... .. J CONSTRUCTION PLAN 1 (VINTNERS WALK) 4 S I �aNDSC,gp APPROVED BY: � G%�l`��/ DATE: 2 I O \Ph DESS F4 CITY ENGINEE RCE NO. 24.e.-. is °Es1crr PETER D. BRANDOW • AIA ASLA REc.MME"DED R.I.D. & ASSOCIATES UC X2916 h LA N D SC A PE A R C H I T E C T S 4 —+ / DRAWN 20301 S.W. BIRCH STREET • SUITE 102 SN�ct 41 8' 16 24t 5 %.f. _ i i 1'�' R.I.D. SANTA ANA HEIGHTS CA 92707 _ _OF _ SCALE 1/8 1'-0' Jr9 '6�e//r3o/97 714-261 -6066 FAX 714-261 -6064 1 r CHECKED _ __ _ _ RCE NO DRGWING NO t o,� CA1.�E� DATE --- --- _ FiLE NO — Sheet No.33 Of 50 FOOTHILL BOULEVARD I I M „ L t c ecic,4101 d5 1-01-1 I ! a!o • 313 C- (LAYOX t ' '15 -017'-015 -6 W90a is sojemA1� m4L7 il 27'-3' 1 T' 2' 15'-0,, 15'-0• 15'-0' • ' ' _ .t I Street light 12• 4 (P r Civil Plans Streetlight Water Meters Per CC W D I Pull Box Pef 1 1 I Per Civil Plans) Traffic Plans Plans + Typical-C gnc.Llght bollards Pull Box Per I Traffic Plans e Cn� +•n16, . 0.NNA O Planting Area I I y S Eat m` n+- I V1 _ : x "• Handicap Ramps ree well Per Civil plans,MAdTyy I , h pG.G.��yriok �anali�T I 2#-0 2 TY�=) To C.I�br- �(ee+ r �.J •„�. 299 O h I .' O ;: a 5 cp1pee arc Vintner FamilYs a ues j1 o he 11 N I -- (TYp•) - Public bIlntilc Easement Lin filled (6) Raised seatwall I 5'-0• Typical pole walk i• ht 4 N Q v� N < Planting ` T 9 I N 11 12 10 > r _ .l O b Typical light broom 12' concrete bands Medium Sandblast Finish . _ Typical . Y I Concrete Field Areas street light; - - - I - - tPer CiviT Plans) Public E seme Lln �, 4'-0" 4'-0' N • Typical Brick Banding I _. --- •- — Planting -- 8'-0 T Per Detail This Shee3 btu R1 I • � 1�trsG 1"�i'- ��h v • O m 9'-0• I 1 • to _ J 1/2 Brick - Charcoal T c I m - Tree well E � • m -6" 4'-0 5 _0o - 6 13 6 13'-6a 9m Full Brick w Medium Red `� I I S lases4. Concrete Monument s 12 - a M I I - 'Typical IigNt bollard • I Brick Paving Field ' Typical B is P 9 Y �U 1/2 Brick -Charcoal TRIV p O Areas Per Detail This Sheet o N L1J II �- w ❑0 > W Q I I CD I 3'-0• • w Yankee Hill Brick Pavers W Available From �90, Herringbone Field - 3'-0' C/) Sepulveda Building Supply Medium Red - • W Attn I o Sra1a h a ne Towndrow I Z (714)364-2100 'n _ LU 4' - Brick Typical Brick Typical- Pole Size 4x8 p ...I Stan Y Typical Pole walk lights Tree well = x 1.1/2' Height Wherie Noted (fit 1VUM)2 2'-6• _ CD cQ L I - 91-0• 12'-6' O I T planting " • 12 12" 12" • - _ _ - - 0 9 4 5 1 4 6 � 5 -0 13 3 J 10 0 5 0 10 12 7 L 1 o Planting CD I — - DESCRIPTION OF REVISION DATE CITY I �n APPROVED M ` -- • J L CITY OF RANCHO CUCAMONGA -- -- ` -- O ao '� MASI PLAZA N - - 2 - 1 ' O • • � FOOTHILL BOULEVARD -- Planting 4 _6 5 -0 13'-9• varies 5'-s ;, n Planting CONSTRUCTION PLAN -- - O (VINTNERS WALK) I 1A1r IAI - - MA. ITCHLINE SEE SHALT 7 `ANDSCgp APPROVED BY - DATE. k0 F CITY ENGINEE �`% _ RC.E. NO. 24953 DESIGN PETER D. BRANIJ6W • AIA ASLA REc,.MMENDED R.I.D. & ASSOCIATES LIC. #291b '-� LANDSCAPE ARCHITECTS DRA'*N SHFFT 8 0 4 16 24 ' 20301 S.W. BIRCH STREET . SUITE 102 R.I.D. SANTA ANA HEIGHTS CA 92707 SCALE 1/8' 1'-0• OF _ _ _12 _ �+ 13 7 Q. 714261 •6066 • FAX 714-261 -6064 CHECKED _ __ RCE NO DRAWING NO OF CAI�F� DATE — FILE NO Sheet No.3 Y Of 5-6 1 ( � I � I I I - I V 1 I c plastered block wall I IL 90-o• ' I I I ' I M I trash O I enc losurs 1 ' I I O 6 -0Ati I conc Light soMlro I 11 I I I 8tr et tree I 1 12 %°� ( er Civil PI ns) I N 2' 2 city O Rancho camongs 12'cok�band 1 Stands d Commertiol prtv« t'-0' i14•rp' 1°'-0' ;11'-d' 10r-0 ,APproh #101-C • 2° 4 c I ;p 'Per CIA Plans —} verity � 3 I I I P I �, 15,-d' Typical 12' light broom finish concrete bands I 11 Public a emsnt L•Ins w12' S'0 -mini -0' I • _N 4 I i w- W alk pole IlQhts 'rpTr777�� iq n rTYp•) .12 t � N cm / Tree woN — -- Planting;D tPer civLight il plans _ F.H. Per CCWD Plans �, N �- .. ......... Water meter vaults set adjac to curb 4 F I I � . Pull Box Per I Traffic Plans ` I 1 s:-4' 1�'-°' 12'-4• I 15'-0' , I 16 -0 15 -4 15 -0 15 -0 W-08 1511-0 Typical-Medium Sandblast Finish Concrete Field Areas Street lights Mer v Plans)I I E" 0 W ( to I 12•oonc-bond i Z- WI 10 Wcn ' fJLLJ US 15 iI-l�I�r� �,-��,, foG.G. tc.j n CO C14ICn • . W ' �m I Z t!1 ( a J W St st tree I _ I (Per Ct" Plins) I (� - � � 4 G ROCHESTER VN-UI! i I „ 10 S DESCRIPTION OF REVISION DATE PITY APPROVED I I I CITY OF RANCHO CUCAMONGA �-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MASI PLAZA I i I ROCHESTER AVENUE CONSTRUCTION PLAN I (VINTNERS WALK) THE SCANDIFFIO COMPANY APPROVED BY - DAT -- %'-f e` c� �ANDSC,�p�,q CITY ENGINEE RC E NO. &M.L.. DESSF! ��' DESIGN RECOMMENDED PETER D. BRA DOW AIA ASLA R.I.D. & ASSOCIATES LIC. #290 WN L A N D S C A P E A R C H I T E C T S S N«T i 0 41 8� 1 o 24' DRA20301 S.W. BIRCH STREET . SUITE 102 R.I.D. 1 SANTA ANA HEIGHTS • CA 92707 _ 7-OF 1` 2 SCALE 1/8' V-0' J+ E,S.. / y'f7 \P 714261 .6066 FAX 714.2616064 f � CHECKED _ DRAWING NO EOF CAL\ERCE NO — -- DATE — FILE 140 Shaul Nn 3.5-of SD I 1 1 I I 1 I I I f I 1 1 I1 1 i 1 � � I 1 1 II ' P Illot-ON 1 Q'-3' 16'-0' 15`-0' 15'-0' •-0' 150-0' 1!S'-0' 15'-0' 15'-0' 10'-6' 6'-4' 3'-0' I verify 1 Typical ` Medium concre field treat Sandblast I i 1 City Of Rancho Cucamonga I Standard Commercla Drive Approach # 101-C 1 o I PlantMp I I 5' 0' Per Civil Plana lop o Public Easement LineFilm Publli Easeme t Line 1 I 1 4_4 , 1 Typt ali �po ; - t. I _ 1 - - r I > Plant-Ing Area 12' 'Exp�• I Cd 5 L 6G Pr1ah} 1��11�-- • 1 Typical r 120 Lt.broom tttbh cont bands 3 Water Meter i 11 Per CCWD IMan' Street fight w Per Civil Piano w I �ater meter vauR tet adjacent to paallei to ct>rrb = I Per CCWD Plana • Cn I � I w l 10 W w w Cn II rn l 1 w , 6 W Z w w J 1Cn I V Iw Z I Q 1 J I I ROCHESTER 1 U ER AVENUE � -- Q I 4 G I 1 10 S I I 1 - 4 F . 1 DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA MAST PLAZA ROCHESTER AVENUE CONSTRUCTION PLAN (VINTNERS WALK) THE SCANDIFFIO COMPANY �NNDSC,4APPROVED BY DATE 6 0 f Y I R IT ENG RCE N0. Fy C NEE c ' 24191 -` PETER D BRAN-OW A!A • R,SLAM _ Vit._. `� SC A PE A R H& A. SSCCIATES ' . ` l N A D$ _,�.. > t ----- - - .. ITE C T S --- c, — !RA W N SkGls T ' r ' 1S' 4 20301 S.W. BIRCH STREET • 0 4 6 ¢ SUITE 102 p 2 � • .�} �,••�- i!i� R.I.D. SANTA ANA HEIGHTS • CA 92707 v _ F _1 C _ 8CALE 1/8' —0 . ,1 714261 .6066 FAX 714.26 1 -6064 — � N CHECK D DRAWING 0 , f E E�f CAL�EO� --- -- RCE NO DATE _ FILE r4O _-- ghppt No.36 Ofv6-0 Z Sidewalk Per civil plans I 1 • ' 1 e'-e' 04'-0' 12'-2' 3'' • I I ' Street Light Per Civil Plans 0 d•�• ' 51 `. Medium sandblast Concrete field areas-TYPICAL 04 N i Per Defail 3, Shbot t 1 Z 12' 14'-0' 12' I Light broom finish . Concrete bands-TYPICAL Typical walk pole light � �i 6 Per D�eta11 4, Sheet 12 \ I 0 co . 1 Lin , N-41r in co 5 - 1 FF_ 12 1 co r N H.C. Ramps H.C. Ramps f'er Civil Prins , Per civH plans a Planting Area I F.H. Per I I ' Pull fox fbr k. CCW0 1111-1- Street Light c ant Per Civil Plana ' r n � 1 ' 13'-0' LD 161-0' 16'-0' 1>3'-0' 16'-O' 151-0' 15'-0' I I I I I WI I W I I c W' I W) ROCHESTER AVENUEco U.11 AI ' V I L I I— r-i W Q ( W 1 (n W ' W 1 t� I I z • I U I ~ Q 1 I I I I , , 1 I I 1 I I I I I DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA 1—_ _ _ _ -------------------------------------------------- -- MASI PLAZA ROCHESTER AVENUE CONSTRUCTION PLAN (VINTNERS WALK) THE SCANDIFFIO COMPANY NDS A PROVED BY. - DATE: 9 l'b 0 Vk �A'°£ ITY ENGINEER � - R.C.E. N0. 4963 EsIcN --- _- Ifb y y, PETER D. BRAOW - AIA - ASLA RECOMMENDED A R.I.D. & ASSOCIATES rm IIC. 29N C-) L A N D S C A P E A R C H I T E C T S sN«T PRAWN 20301 S.W. BIRCH STREET . SUITE 102 (� II�� 1%4' a t8, 241 � fix/` R.I.D. SANTA ANA HEIGHTS • C 92707 _ 9 _OF -1 4 _ SCALE i/S' 1r-0' Jj Ey A��°�r �Q► 714.261 .6066 . FAX 714-261 -6064 DRAWING NO ,9 CHECKED RCE NO IEOf C{11`�O� DATE _ FACE 140 -- Sheet 10 —Sheet No.37 Of,SO is I i Contractor Shall Tie Meandering Expansion Joints At 24'-0' 0.C.W./ Ught Broom Concrete 191dewatk z Sidewalk Into Existing City Sidewalk- Deep Cut Toot Joints At S'-0'10iC. As Per Cky" Standards Per The City Inspectors Direction Construct Sidewalk Per City Standari Q Plan No. 103.114 t Civil Plans 12 Typ. Q W Public �� �� EaseMOnt LIRA W man Existing Underwalk Drain c Lnw I LDn � W Street Light Street Light Per Clvlf Ptrns Per ofvti plans I W 10 " � W � � W 6 W W 26'-0' 26'-0' 250-0' 26'-0' 2f3'-0' I z I0 Q ROCHESTER AVENUE I 1 4 " G i 10 " S 4 " F . 0 . DESCRIPTION OF REVISION I)ATE CITI APPROVED FcrTY OF RANCHO CUCAMONGA MAST PLAZA ROCHESTER AVENUE CONSTRUCTION PLAN (VINTNERS WALK) THE SCANDIFFIO COMPANY APPROVED BY _ DAT w -- 16 �RNDSC,tP CCtt� R.0 E NO 24953. ... DES f CITY ENGINEER, - q s ��y DESIGN PETER D. !ii ANE50W '• AIA • ASLA RE C, MMENDEC R.I.D. tx ASSOCIATES lie CA: u�. > 291 L A N D S C A. P E A R C H I T E C T S 4' $' 18' 24' -1 ORAvrN 20301 S.W. BIRCH STREET • SUITE 102 $N«T R.I.D. SANTA ANA HEIGHTS • CA 92707 1 O_OF 12 7 1 4 26 1 .6066 FAX 7 14 26 1 6064 ,yf � CHECKED RCE NO_ DRAwI'H/GcN�O 4'OF CAO DATE -- — --- _ FILE N7 nfrsnn• �.�n 38 ( f SO �— Railing As required See Plan '-00 Clear (Typical) Q i ' I 14' Wide , ,` Pre Cast Concrete Cap Spot •�O .\ O. j I Orientation` t o u — - - J 3/4"ox 18' A hor Botts 1 \ �f ►vl,.�-�-��+ j v �r./1. I Per Manufa urers Specs. ",-CLI Spot I I- Bevel top edges li'II'_ = By Kim _ _ SIN/-IX e::;17-40 d j lily= a'Fl p Nr�J�L Tree Uplight !, an s / \ 3/ corner KIM LIGHTING' \ fI 1 � I�I11�i'_ •;• ' o`��r CL1 Aluminum Note: Concrete Light BoIreTds 4 T # o A Walk Pole Lights Are Only Tree Uptight Fixture x. 9 Y \ CL 1/75LV 120/GM 12 m I Mortared River Rock Veneer Approved As To (Type d� �TYpica�) - Refer To Detail 3 W./ Corrosion Resistant -Locations - (As Shown). fbctual Sheet 12 ¢ S ✓E�nee�"�: \ E L9 i Masonry Anchor Ties, Conduit Runs & Wiring Per Private16 - I 22GA. x 1' Wide On-Site Electrical Plans Approved 16" 1.112• , o L I (Sheet Metal Or SGA Wire) Oy Others. Underground @Mectrical L A.-�i A16/S 5,CAoe- Dov . � 16 O.C. Each Way e _ �� \ �/ w a Conduits Shall Clear Parkway ' a Trees & Improvements As' pirected i V GSR Plan con #4 Horizontal Bar By The City P.W. Inspector. 7z7P3 fi7%s �7" 9 /t°/G At 16' O.C. ----- D �l1 Cla^/G�tE �1E2 Cast-In-place Vintner's culpture #4 Vertical Bar << Tree Finish Grade At 16' O.C. l Well �I� -P► platform, Lt.sandblast fin See Plan i . j G Zdoo ps r' 0 Spot • L.III; It--- I. �� 2 #4 Horiz. "o Orientation PFLn��, GorvGrtF7� i co I, li Bars Cont. \_ Finished �lll% c�� 00 Surface S � E �� _ �} Ips L• � � CD . I N 8" 0 Cast Concrete Light Bollard _J _ Medium Sandblast Finish , 8 Light Pole Ft 7 Detail Raised Concrete Sculpture Platform I I g g' 3/8": 1'-0' 4 Tree Light Bollard Detail (Atly*M) 1 1/2" Dia. Metal Sleeves At 12. 0.C. 2'-10" 1 1/2' 1'-0' --- --- - -�, Light Broom Finish • Conc. Bands Med. Sandblast 12• Fields 1 Typical Wall Detail Deep To 1 1/2": 1'-0" j f Joint Mortared River Rock Veneer Vintner Family memorial v 1/4' Dia. Braided S.S. Cattle W./Corrosion Resistant plaques - see Detail'#,his sheet 5 _ _ „I ___` W./One Line Sized Turnbuckle Masonry Anchor Ties 24 N.T.S. See Note 'A', This Sheet 11 Ill��I 'i Per Cable (Sail Cable) 22GA. x 1' Wide (Sheet Metal Or SGA Wire) Light Broom Finish 1 .�,�I, , �Illill� At Each Sleeve v' �— Precast Concrete Cap Conc. Bands 1/2 Felt Exp. 16' O.C. Each W Continuous by Stepstone Joint Typ. Med. Sandblast N Deep Toot 12& Fields 6•x6'/#10x#10 �7 12' Light Broom 30 Joint E.W.W.M. • Paint•Exter• r High Glbss Conc. Bands A x x , - it g _ x Enamel # 523 BLACK Finlsh Grade Varies oocUrs ���,-y 6o'o" 'o _ See Plan �n�� Oji-r%sa� Qc. Exteri Gloss Finish By Clair Paints --. / � C . i - - • - 1 #4 Bar Horiz. � �- #4 Bar Cont. --8---,L _ x = at' 36. O.C. - ao / 1' Mortar 81-5 Arch lameter x-10'- Height YL � � SECTION A—A CONCRETE BANDING SettingBed Medium 12" Sandblast / 1.1/2'Brick Paver Concrete Exp. 1 i1/2' Brick Field Joint �` Paver 4 5/8' O.C. Pipe Arch 24' " J x • Reinf.6' Concrete Block x x " • " 12' • 10'-0' Ht. i Seatwall D Solid Grout All Cells, . i I�t �� � 1��� N Pole Lights #4 Cont. At Top & Bottom W./ r- li�i ,1�� llgll�� See plan 8' 3' Cast concrete - _ Vertical Bar At 24. O.C. __,��� � _I�I� Sheet 12, Det. 4 8'-0' Walk 8' Wall Cap Concrete Sub-Base m I Light Broom Finish 18' Square 12" E ge Band c Conc. Bands 1/2'Felt Exp. Pole Light B e Area, Light Br om Finis 12' a Band 12 Joint Typ. ee plan -m r- ----� Finish Grade U v I I �'x6"/# 10x# 1 I E.W.W.M. ® Stone Venee �- 12 Light Broom I " V - ;- ' Finish Bands I �� Block Wall 4 '•5 �i�r 6010 QG ��I 11II� N 18 q b O�> s��t°5 "\ Med. Sandblast•Conc. 5 3/4' 12 1/2" 6:a/4' C„< /5 pw 0 ,- L.•�� �«„, -- �_ �I�II�_ Field Area � 2 Typical Seat Wall Detail --- 11111--►�[� 1--= ' I 1 04 At 36” O.C. 8” 8' Exp. 1 1/2": 1'-0' 04 Bar Cont. Joint i . I InterlockingBrick Paver Detail Med. Sandblast Concrete Fields " - - I Finish Grade 4 sq. deco the fill . * Refer To Brick Paver 18' � Light Pole Ftg. 6 •V�nter S alk Section/Detail Light Broom Finish � � Specifications Sheet 12 - Concrete Bands Refer To Detail 8 I 1 -1/2': 1'-0' Future Vintner's f�mtly s ph ue (tile as temporary ll) �, This Sheet 6' 12" r m Pipe Arch Ftg. CITY DESCRIPTION OF REVISION DATE APPROVED r Refer To Detail 8" Curb & Gutter ' P ISVILVIIVat CAftly 0 6 Sheet 12 Per Civil Plans -� Joint ¢ _ - tw ole-# _ s�� SZ' CITY OF RANCHO CUCAMONGA -� 0 9G•31�3 T_ MASI PLAZA O 0 • —x x • tt `E v� O � • • • m • _ - Pre-cast concrete wall cap m , —CONSTRUCTION HARaSCAPE DE1 ia4l�S �' w/ Plaque, depression `E i • (VINTNERS W ALK _ • r li_ -- 1�!III11�-=—�Ilill�l =� r - - -- 0. 04 Cont. / `ANDSCgP APPROVED BY �� DATE � r53 " �illU #4 Dowels 6x6/10x10 EWWM Z ` ��/ At 36' O.C. _ r ��4 N DE Fq CITY ENGINEER ' RCE N0. 24� \P SSFI �� DESIGN � REC.'MMEtiDE� g �, � !� y PETER D. BRANDOW AIA ASLA R.I.D. & ASSOCIATES Compactted c-) LANDSCAPE ARCHITECTS iSubgrade r UC. #2916 •- DRAYYN $H<<T Typical Paving Detail Seat Plaque Detail' OR)Y� R.I.D. SA S.W. BIRCH STREET . sui92707 � �—of 1 2 _ {� SANTA ANA HEIGHTS • CA 96064 714 261 6066 FAX 714.261 6064 .__.1 1/2't 1'-0 ' 5 1 1/2": 1'r0' � DkAW NG No See Note 'A';This Sheet E Of CA t\F - - - -- --- - -- RCE No --- B o-_ _ DATE -- - ------ - FILE 146 --- -- Sheet No.3F Of,5_0 -- . ..s S. Brick Paver Specifications �L --- -BRICK PAVERS 3.2 Installation should start from a comer or straight edge and proceed forward over the SECTION--- - M undisturbed mortar setting bed (max. 1 1/2") over reinforced concrete stab. ESC I �i� OW Part 1 -GENERAL 3.3 Paving work shall be plumb, level and true to line and grade; shall be installed to coincide and align with adjacent work and elevations. 7�P i 1.1 RELATED WORK IN OTHER SECTIONS OF THESE SPECIFICATIONS II A. Brick Pavers should be installed in patterns as per plan. •5/7/ `O 7�/N644112 A. Preparation of sub-base i B. Installation of base materials B. rrhe completed Brick Paver installation should be washed down and cleaned to / 0L+� provide a clean finished workmanlike installation. All joints (mortar) shall be C. Application of soil sterilant flush with paver surface. ' - 1.2 SUBMITTALS 3.4 Cutting of Brick Pavers shall be done with a masonry saw. A. In accordance with section entitled 'Shop Drawings. Product Data and Brick Paver color to be as approved by the city. Samples". A YTwo samples of brick pavers shall be submitted to City of Rancho Cucamonga to indicate colors to be supplied on this job. Colors to be selected from DEL M-3 manufacturers available brick pavers. • * �' � � 9 ° 0 1 e y� 1.3 PRODUCT HANDLING VIIirD�� d � `* 717 _,% er p '\ % ' • A. Brick Pavers shall be delivered and unloaded at job site on pallets and bound in such a manner that no damage occurs to the product during hauling, handling fL.&IJ C*oc452418 or unloading at the job site. Q ` STAKE ATTACHED �irALr GJ7'- A Aiea0AJ 7 1�•31A*2 1:0%. le���a ray Part 2-PRODUCT INFORMATION T �L • 2.1 All Brick pavers shall be in accordance with the specifications shown on these plans • B. Supported independently of treegrate. r= where designated. These products shall be supplied by 'Yankee Hill' Brick Pavers. 1 Available form Sepulveda Building Materials. Attn. Sarahjane Towndrow I I (714) 364-2100. ■ Specify which type of attachment method is required when ordering treewetl / /I Dr_y pl e_r. 2.2 MATERIALS grate. ;:.� /.'li A X All hardware and fasteners are provided by Ironsmith, Inc. I A. All Brick Pavers shall conform to the following specifications. hen it is anticipated that the treegrate will be removed frequently for - 1. Pavers shall have a minimum compressive strength of 8.000 PSI. in intenance purposes, one of the B methods of support is recommended for l'✓G����r dJ accordance with testing procedures ASTM C-140. the eeguard. 2. Materials used to manufacture Brick Pavers stones shall conform to the w following. r a. Cement-ASTM C-150(Portland Cement). ■ Dimensio vary according to treewell grate used. Tr Guards Shall Be Factory Primed And Painted �� W/Nur ' e, BoTTDyi,,, b. Aggregates-ASTM C-33 (washed, graded sand and rock,no ■ Finish are listed on cover sheet. With: Kerwin Williams' Industrial Maintenance expanded shale or lightweight aggregates). Lr i� r ■ For achment methods see Tree Guard Attachments. Coating System 4000 Gloss Blackrf� � / �Lt �-a,,.l 3. Size,shape,design and colors shall be in accordance with details as ■ e Guards are made in halves and bolt together. noted on plans. (800)338- 66 Attn. Monte Kershner p2 p� �L All hardware is provided by Ironsmith, Inc. Part 3- INSTALLATION OF BRICK PAVERS 246 24' • 3.1 Pavers shall be clean and free of foreign materials before installation. 3, 181, 8, 3• 4' F IRONSP91TH INC* DESIGN � ��"plaque ARCHITECTURAL AND LANDSCAPING PRODUCTS Memorial Plaque AJg / 1 5 Tree Guard ,�� arR � �• ,,> • 6 to Pipe Arch Ftg. f MOUNTING CONFIGURATION FIXTURE TYPE DISTRIBUTION ELECTRICAL MODULE FINISH OPTIONS POLE =;i;, Ordering Guide - a Cast concrete monumen , It. sandblast finish - -- O 'n G 'd CL3 n LAMP/WATTS ACCENT T�';.: Ordering Guide - CLI and L ,jt'• El POWDER 000eE KIM 9r,, POST T ARM ARM POST TOP LAMP PRLIS9FU'RL METAL LINE coAT Q REVEALS 4 5 POLE SPEC ' 2 3 4 5 6 $ Revel all edges and corners, typ. BASE SODIUM HALIDE VOLTS FINISH'AINT POLYCARBONATE HOUSESIDE PHOTOCELL PO NDEFINISR CAT BOOKLET ' 1 2 3 c c lI I.I IV V SQ HPS MH SHIELD SHIELD' 0 0 70 400 WATT o 0 \�oae �` 2V SYNOPSIS i1 • IAO- 1wO1 2Lte a ya as `�a c c c m , M 120 2B N 31 �O OQO C7 E 70 70 208 , 1A NA 3 NA 5 D 100 100 240 LS HS so WATT PRA I 150 175 277 4C 0;i 12'-30'ROUND M 347 A-3o 120V. STRAIGHT ALUMINUM CL1/75L 20/L12/HS1/GM12 CL3/70MH120/SP/R/L34 S3/GM34 BL-P A-31 208v. BL-REV PRS example example f;c CC17P BLACK A-32 240V. BLACK 10'-30'ROUND • 1 FM 2B A-33 277V. STRAIGHT STEEL A-34 480V. Notes: Installation thod DB-P A-35 347V. DB-REV affects maximum lam wat 120 DARK • aoo WATT oARK BRONZE tage allowed. In soil or ck, -- M 208 BRA 4C T .- maximum tamp wattage 75 Any of these + ti 2L - O 150 175 240 2 + Walls. In concrete, maxi m be fixtinstalled ires n.ey also , R. 2 3 4 5 G 250 250 X277 LS HS 2A-30 120v. pTRA lamp wattage is 100 Watts. Cast-in project logoU400 40OS' LG-P 2A-31 208V. LG-REV 16'-50'ROUND See pages 4 and 10. In soil or rock 75W. concrete(except -1111 - 11 L LIGHT 2A-32 240V. LIGHT GRAY 2A-33 277V. GRAY TAPERED ALUMINUM maximum(except CL1 P). L1 In concrete-100W.Max. 3T 480 ALUMINJIvI 2A-34 480V. ALUMINUM PT CC25A CC25P 2A-35 3a7v. PTRS See pages 8 and 9 for U.L. CL3-4 only. 20"-50'ROUND and CSA certification for line Fixture own WH-P WH-REV TAPERED STEEL ,voltages below. :fir;,;;. 120 WRITE WRITE - t 'Lamp available from Kim. ;7 iv 4C 208 A-25 PHOTOCELL See page 17. I NA 3 NA 5 G 750 240 NA NA RECEPTACLE I a U 1000 1000 277 ONLY PTSS ' See page 15 for lamp guide. CL1 CL1-P CL2 CL 3 CL4 CL3 CL4 L 347 120 480 Voll Aluminum Alum.Portable Bronze Alumina Bronze Aluminum Bronze Electrical Data 2 Memorial Plaque M o m u m e n t 480 TAPERED STEEL DM IVU CC29A CC29P Lamp Mode Line rf Electrica Electrical Electrical Elect al Electrical Electrical Electrical Input Max. I 1 1/2": 1'-0" I (Lamps by Others) Volts L Mode ode Mode M Mode Mode Mode Watts Atrps � J SIZE REQUIREMENTS 1 OP ENTS E.P.A. VALUES E.P.A. VALUES SEE PAGE 3 FORD IPIION OF DISTRIBUTIONS SEEPAGE R ADDITIONAL FINISH 225ow.MAX. 'NOT A ONE FIXTURE. $OW., 65W. or 75W. I 120 75LV120 NA 75LV120 NA NA NA NA 81 0.73 �-- -- ELECTRICAL IN MATION FOR APPLIED SEE AVAILABLE IS SUPPLIED (12V.)MR-J6 Halogen i(, `, 0 SEE SEPAR PI,JTOMFTRIC CATALOG FOR SPECIFIC LAMP WA GES LISTED TO SPECIFICATION FOR WITH A Refer ces: SOW. to 75W. M l�- I V LV s FM COMPL T.L PERFORMANCE CURVES AND HOUSING. PAGES TYPE VSO PHOTOCELL 17': 3 N',4',4112*.or 5'O CO � LR PRINTOUTS 'LAMP AVAILABLE FROM LENS FOR DISTRIBUTIONS 0 TWO FIXTURE C L 1 Aluminum Specht ion ConSid /ations P. (12V. Lamps/I ZOV.to Fixture) • 7' 25' 29' 17' 25' 29' MS4001HOR/ED-28 FRAME, ALLOWABLE 25': 4'h',5'or6'0 -- _1 __ - 1 :.--- A- NOT AVAILABLE ARE SUPPLIED Installatio P.10 Narrows of C4 1 Poured Concrete Footing VENTURE HIGH-OUTPUT HORIZON ARM OR HIGHER WITH A P 29': 4/i .5'or 6'0 1 A 0.9 1.5 1.8 0.7 I T.2 1.5 Photometrl P. 12 Consult factory for Flush Mounting BURNING METAL HALIDE.400W., YOKE WATTAGE PHOTOCELL FlooNarrd Flood to square poles,or poles by others 2B 1.8 3.O 3.6 40.000 LUMEN,4000°K,20,000 HR., 2L 1.6 2.7 3.3 ED-28 PIN-ORIENTED ♦EACH FIXTURE Lamp Guide Flood SUPPLIED WITH Ordering P. 1 PT 3T 2.5 4.3 5.2 ORDER LAMPS SEPARATELY A RECEPTACLE J SE 17': 2'pipe tenon 4C 2.8 4.9 5.9 FOR NEMA BA _ _ l- (2Ya'O.D.x4'/,'L) PHOTOCELLS � ls� tbo-^- 25': 2'pipe tenon C rt g T BY OTHERS ] > + ,� " I� Factory Orientation of (2'/n'O.D.x 4'/,'L) Optional Half-Shield pipe 4�. t 4Y g Y1 A t p 29': 2" tenon (2'/s O.D. x 4'/a"L) r F �At__ f. -ir 'NOTE: CUSTOM COLORS ON LU IRE, POLE OR ACCENT REVEALS g DM ARE SUBJECT TO ADDITIONAL CHA MINIMUM QUANTITIES AND 17': Not Available LONGER LEAD TIMES CONSULT FACIORY > +?�� j. � �.`� � �'i k4t `, �+ ' .r�� �l'A�( '•t s'' NOTE: CONCRETE f + '�� r" d'w , ,, fix,+: ;,' n� o For concrete information refer to the standard specifications for public works construction 25': 3.1'to 3.9"O �1j R fr w . ,�t ,:+, t ",t' . `� k ' ' ,�� ��i�'�, � ,' ?>� ;tf� � o YGrii BT� Ezliti6rt���ttS�Ciry�fiRancho Cucamonga). Refer to sections 4, 201, 303, and 29': 3.1'to 3.9'0 eu s�t .r ` 9'Dia. -+- 400, as welt as any other sections related to the installation pre and post installation of concrete {ar. Yp y, ��+c _,• • .� ' ;i -� '�1�+ ,�d� � ,` work, materials labor, and clean-up,the standard specifications for public wc•,-ks construction is available from: Nott: Concrete Light Bollards & Walk Pole ' ` 1 O'z BNI Building News A LigfTIts Are Only Approved As To Type 8t `F y ���;. bbi�n``�� Y ti "' t' 3055 Overland Ave. , KIM FIXTURE 2B/CC 17A/ 175MH277/BL-P/LS/CUSTOM RED REVEAL KIM POLE PRS 10-45120-BL- Los Angeles,Calif 900.'34 Lochtions - (As Shown). Actual Conduit r" i:tii ; g Runs 8 Wiring Per Private On-Site ~�`,'. �'' 2./a 1 027775 r� y (3 0) 2 Cr Electrical Plans Approved By Others.' t _ y �, 16 Underground Electrical Conduits Shall r4 r`-� .-. � �� I SPECIFICATIONS DESCRIPTION of REVISION DATE CITY MOUNTING OPTIONS Clear Parkway Trees 8 Improvements As ,XydT APPROVED AND DETAILS Directed By The City P.W. Inspector. ,Y` ELECTRICALyt1 � �r ,x ht.s CITY OF RANCHO CUCAMONGA ARM MOUNT • ,t � x � Y 4I ~ 4 M ry p t r "� 1 5 Grout Mask 13'Dia. 2B INFORMATION } ' "�4 `" r "T ;- °t` �f` Galvanized steel frame and C `r rz1 it'' �`•;5 :; 4 �� 1� t",r`*,� �,•' reinforcingbar assembly. Su at. No M A S I PLAZA 2 'G' N P.T. orfs fixture Burin concrete GM12 b� ��,e r i �' ,�;r� ,• „ �� " {r� l pour. See page 10 for typical 7' tip, t%� tis •�+ }`. a 3r iw s s +lot y �. usage. Not available for CL1-P J LAMP WATTS LINE LINE MAX LAMP/WATTS LINE LINE MAX i'+ W `a ' w�t4.";' t�} ` h` '' ' / �;r l r , r . �„ 1 c . h. " Portable model. 4 Pedestri Walkway Light FIXTURE - - � . } qr �� �� r .±-�... HIGH PRESSURE SODIUM VOLTS WATTS AMPS METAL HALIDE VOLTS WATTS AMPS j, ^t•s���.,. e. .Y xi'T 1,L /''. .+, v:k+�'r n: ;i ' t:'tap <.><-- k e. ! CONSTRUCTION H A R D S C A P E DETAILS - 120 88 0.85 Specifications (VINTNERS WALK) --, 208 88 O.aB 120 89 0.85 Options(Not in uded with standard fixture.) p 70 WATT,CLEAR,E 17 70 WATT,CLEAR, Housing:One piece cast al inum 356,'/,e' in. Tree A e e e n t U p-Light 240 88 0.42 277 89 0.37 3 ,� • ;T OR B-17 MEDIUM BASE ED-17 MEDIUM BASE thickness. Inteoral splice and nti-siphon com- �ty `�+ - `� �i I 277 88 0.37 347 94 0.30 Internal Louve 45°cut,;ff black hex-cell at partmenls with cast aluminum vers,silicone - Q `; -� '?�� r = 347 93 0.30 minum louver ounted in a circular frame.Clips gaskets and stainless steel scre s. Clear anodic APPROVED BY DATE 'r - onto rim of M 16 lam and tills with the lam Cat. No. p p• coating under a dark bronze TGI Thermoset NDSC CC17A 120 118 1.50 �J L12 Polyester Powder Coal Paint. �c�0 `AN DE �'°F9 CITY ENG I N E E� RCE N0. 24953 .--. " !r 100 WATT,CLEAR,E 17. �8 130 0`76 100 WATT,CLEAR, t20 t29 1't5 2'/e'Dia. Lens Frame:One piece cast alum um 356,'/16' �Q� $s -- u, _� �" 240 130 0.66 277 t29 0.50 min. thickness with screw-obscuring ebble �� Fly �y DESIGN P E 1 E R D. B R A N D O W • AIA • A S L A R E rnM E rr DE L ;xu AR1.11 t;. OR B-17 MEDIUM BASE ED-17 MEDIUM BASE Halt-Shl : Cast aluminum, factory mounted y� F o y1LT w T 0 277 130 0.60 347 129 0.40 pattern. Stainless steel retainer screw and one V �` R.I.D. $t ASSOCIATE S a (` - r �. 6' to lens f me with concealed screws. Field 40° Cat. No. piece molded silicone gasket. Dark Br ze TGIC +v r" o f r - k } rf 347 130 0.44 r- z � � fr }? + �'x! rotalab in 90°increments. Same dark bronze 2ah�� ec n L A N D S C A P E A R C R I T E C T 5 a , , :, �r ,I I I HS1 Thermoset Polyester Powder-Coal finis ver a LIC. 2916 _-__ ___ _- w ,j 120 170 2.20 120 215 1.80 finish s lens frame. L DRAW N SHF F T o- T 2' chromate conversion coating-2500 hou salt 20301 S.W. BIRCH STREET e SUITE 1 0 2 J ` 4 { A 208 215 1.04 R.I.D. 92707l 12 Z tt�F�t _1" '�'`,vg -�•� ;� � �Y}��x�, Ar coon � 208 188 1.15 spray rated. � SANTA ANA HEIGHTS C A 150 WATT,CLEAR,E-17 175 WATT,CLEAR, , -OF - r. 'R 240 188 1.UU 240 2t5 0.90 Gr t Mask:Welded galvanized steel frame f 13'Dia. Lens:Tempered clear flat glass, 1,6'thick, Ided J+ ir����7 7 1 4 261 -6066 FAX 7 1 4 26 1 6064 CC17P ORB 17 MEDIUM BASE ED 17 MEDIUM BASE I Cat. No. 'S" �Q 277 188 0.85 277 215 0.78 a reinforcing bar assembly. Supports fixture -- -- - --- Tin concrete our and provides 2' rout GM12 for a flush fit with lens frame. One piece silic e HE C K E D D�+cwIN G NO 347 188 0.55 347 210 0.65 ace around fixture(see page 10). g �, gasket. AQ HE CAOF� DATE -_- - _ FILE RCE NO J Sheet 'No./VOOf -50