The URL can be used to link to this page

Home My WebLink About2153 GE �F� OOTHILL BOU VARD and 0 *& NERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE CITY OF RANCHO STREETRuC ST R AV NU IMPROVEMENTS QUTIIS CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS ('�`� CONSTRUCTION - CURRENT EDITION, INCLUDING ITS ANNUAL AMENDMENTS. CONTRACTOR LEGEND CONSTRUCT $" PCC CURB AND GUTTER, TYPE A2-8 PER CITY OF 262 LF SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE RANCHO CUCAMONGA STANDARD PLAN NO. 104 STANDARDS AND SPECIFICATIONS. TRAFFIC SIGNAL PLAN PER AU UmUmu/_Xm %,..j1N (3A C ASALTIC CONCRETE 594 LF 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER RANCHO CUCAMONGA E M E L A NEMH ELECTRIC MANHOLE � CONSTRUCT 8 PCC CURB ONLY, TYPE Al-8 PER CITY OF RANCHO METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN DRAWING NO. 1592SPubLIC I M CUCAMONGA STANDARD PLAN N0. 104 THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENTS WORK IS TO BE BW BACK OF WALK DANE SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO DOST r BCR BEGIN CURVE RADIUS PLACE 8" AC PAVEMENT OVER 10°' CLASS 2 AGGREGATE BASE 4660' SF TO THE CITY OF RANCHO CUCAMONGA. I (FINAL PAVEMENT STRUCTURAL SECTION PER APPROVED SOILS t BRC BEGIN REVERSE CURVE RECOMMENDATION). SEE CITY GENERAL NOTES 9 & 10, LATEST 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH CF CURB FACE EDITION. FINISH COURSE OF 0.13' ARHM THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES - ` - - _ - - _ - - - - - - - - -I 3 ..._ RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH ;a.. _ . (E} EXISTING 4 SAWCUT AND REMOVE EXISTING AC PAVING 6,071 SF I� r FACILITIES ARE SHOWN ON THESE PLANS. , ---r-------,-- --, ----t--- �_ __r,�__.�: - -- - _ ®� -- --� -- ECR END CURVE RADIUS w I I I I I I IJill REMOVE EXISTING PCC CURB AND GUTTER 686, LF 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING 4I I I I I I ( I I I I i EM ELECTRIC METER DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO I I I I I I I ' I I I EPB ELECTRIC PULL BOX ('� b ' CONSTRUCT LOCAL DEPRESSION, CASE "A", PER CITY OF RANCHO 1 EA CUCAMONGA EASEMENT OR RIGHT-OF-WAY. CUCAMONGA STANDARD PLAN NO. 307 FH FIRE HYDRANT 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES ' i l l I I I I I I I FL FLOW LINE (� SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF _ ' \,;.J CONSTRUCT 4" PCC SIDEWALK PER CITY OF RANCHO CUCAMONGA 10,186 SF - f } FS FINISH SURFACE STANDARD PLAN NO. 114 W=6' WHEN CURB ADJACENT. SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING -- ( ) STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE HP HIGH POINT AREAS. NOT Ta SCALE ! y r I r CONSTRUCT ACCESS RAMP PER CITY OF RANCHO CUCAMONGA 2 EA PCC PORTLAND CEMENT CONCRETE STANDARD PLAN NO. 102 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS OR POC POINT OF CURVE (� CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. (�� ` a�.�/ CONSTRUCT CURB OPENING GRATED CATCH BASIN PER CITY OF 1 EA F _ H I �� I PRC POINT OF REVERSE CURVE --ter RANCHO CUCAMONGA STANDARD PLAN NO. 301, W & V PER PLAN 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING , , --- �� SHALL BE PERFORMED AT NO COST TO THE CITY ` ' RW RIGHT OF WAY _-- ORIGINAL GROUND AND ALL SUB-GRADES ' r W; ! -- -GRADES _gym_ ,_. a._ _ , _ .. - -- -- �. _ 9A CONSTRUCT CURB OPENING CATCH BASIN WITH GRATED INLET PER 1 EA OF RANCHO CUCAMONGA AND A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL � � !' � �' TC TOP OF CURB CITY OF RANCHO CUCAMONGA STANDARD PLAN N0. 302, W & V SE j�� C BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BA SDMH STORM DRAIN HANDLE PER PLAN MATERIALS AND/OR SURFACING. _._w_ � W f rI SMH SEWER MANHOLE 10 INSTALL STREET TREE PER LEGEND AND NOTES ON SHEET 1 49 EA 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY - __ , E x , I _ WM WATER METER ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL b- _. i , I TRAFFIC SIGNAL PLAN PER 11 RELOCATE POWER POLE BY SOUTHERN CALIFORNIA EDISON; PAID 1 EA CONTENT, AND GRADATION OF ASPHALT PAVING. ; ; r � , _� � �-- fi z - RANCHO CUCAMONGA FOR AND COORDINATED BY DEVELOPER " W (,)I� I -r DRAWING NO. ____S PROPOSED AC PAVEMENT 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO , I ? THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: J t , I € 4 q 12 PLACE 8 PCC PAVEMENT RIGHT HAND TURN LANE PER CITY OF 7,181 SF R-VALVE SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. _ _._ I I , PROPOSED CONCRETE RANCHO CUCAMONGA STANDARD PLAN NO. 119 ;�' d r k I SHEET 2 I 1 _m __._�_._ SHEET 3 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN a "° 13 CONSTRUCT COMMERCIAL DRIVE APPROACH PER CITY OF RANCHO 4 EA TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL). t -�-s - -�- - -- - I CUCAMONGA STANDARD NO. PLAN 101, TYPE "C" . -- ❑ ❑ ❑ ❑ 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS of A ROCKY �� = ___------- 9- _ __ __ __ __ __ _ 14 RELOCATE STREET LIGHT, BY SOUTHERN CALIFORNIA EDISON, PAID 2 EA MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH 4 tt -' F - ---- --- "-- =-- - � = FOR AND COOPDINATED BY DEVELOPER PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH `' I A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. .w a FOOTHILL OUL V D mm - l 2 - _ _ _ - e�_- - _ _ _ _ _ _ - _ _ _ � _ _ - - _ _ _ _ _ 15 RELOCATE UTILITY APPURTENANCE PER AGENCY DIRECTION 2 EA 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT c `_ 16 CONSTRUCT DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED 2 EA - _ STANDARD NO. PLAN 101 TYPE R-1 TRAFFIC SIGNAL PLAN PER �v ��-�� w _ ��._.�._� F-�_ -- --��- -- �:- AT THE MANUFACTURERS RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO -=�� " � w°�� ®®M-- =--��®-�~~�--~�~--=== � -- -��_��-a--��=��-_-s��® =� w�r -'�� = -w- �-�va ' a .gyp^._., __ __�-... ..® - p:p __ -_ -_ __ M _ - A PAVING, RANCHO CU CAM G � �_...._..�.�...Mw .��.� u,�._ .��..,.......�.w... ��. _. _ . .... _..� DRAWING NO. 15555 , ' - , , 17 CONSTRUCT LOCAL DEPRESSION CASE "B" PER CITY OF RANCHO 1 EA 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF CUCAMONGA STANDARD PLAN N0. 307 THE OWNER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION AND BE RESPONSIBLE rI FOR HIS OWN CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK, IMME ° ' g 18 PLACE 5" AC PAVEMENT OVER 6" CLASS 2 AGGREGATE BASE 1,925 SF OR PORTION THEREOF, REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF AGENCY/UTILITY PROJECT LOCATION SHEET INDEX 1 g CONSTRUCT 6" PCC CURB AND GUTTER, TYPE A2-6 PER CITY OF 137 LF WORK. CONTACT LIST RANCHO CUCAMONGA STANDARD PLAN NO. 104 11910-11960 FOOTHILL BOULEVARD SHEET # DESCRIPTION 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBER 401-A AND SOUTHERN CALIFORNIA RANCHO CUCAMONGA, CALIFORNIA 20 INSTALL 5,800 LUMEN HPSV STREET LIGHT BY SOUTHERN 1 EA 401-B SHALL BE 'CONSTRUCTED AT EACH INTERSECTION. GAS COMPANY 1 GENERAL NOTES AND TITLE SHEET SIGNING AND STRIPING CONSTRUCTION NOTES: QUANTITIES CALIFORNIA EDISON; PAID FOR AND COORDINATED BY DEVELOPER 216 NORTH EUCLID AVENUE 2 FOOTHILL BOULEVARD PLAN AND PROFILE - STA 73+00 TO 81+00 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR ONTARIO, CA 91761 CIVIL ENGINEER �' THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON (800) 427-2000 3 FOOTHILL BOULEVARD PLAN AND PROFILE - STA 81+00 TO 88+00 PAINT DOUBLE YELLOW CENTER LINE STRIPE PER CITY OF RANCHO 520 LF 0� GRIND EXISTING PAVEMENT EDGE AND OVERLAY WITH AC PAVEMENT 13,000 SF REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ASSOCIATED ENGINEERS, INC. CUCAMONGA STANDARD PLAN 133. CAP PER APPROVED SOILS REPORT ENGINEER FOR APPROVAL. COMCAST 3311 E. SHELBY STREET 4 ROCHESTER AVENUE PLAN AND PROFILE - STA 10+00 TO 14+00 1205 DUPONT STREET ONTARIO, CA 91764-4872 5 FENNEL ROAD PLAN AND PROFILE - STA 10+00 TO 11+36.68 2 PAINT 4" WHITE SKIP STRIPE PER CITY OF RANCHO CUCAMONGA 850 LF 0` INSTALL 16,000 LUMEN HPSV STREET LIGHT A SOUTHERN 2 EA 16. WORK SITE AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT, CLEAN, HAZARD FREE, ONTARIO, CA 91762 PH: (909) 980-1982 STANDARD PLAN 133. CALIFORNIA EDISON; PAID FOR AND COORDINATED BY DEVELOPER ORDERLY STATE, 5A ROCHESTER AVENUE AND ACTIVITY CENTER HARDSCAPE DETAIL SHEET THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF (909) 983-9895 FAX: (909) 941-0891 @20G CONSTRUCT' Gh'OSS CUTT'E'R f�R C lTY OF RANC/fd 60 Z.F THE CITY INSPECTOR. CONTACT. MR. JEFF MEITER, PE 5B ROUTE 66 LOGO HARDSCAPE DETAIL SHEET E PAINT 8" WHITE CHANNELIZING STRIPE PER CITY OF RANCHO CUCAMONGA 820 'LF a ClJCAMa/VC;A STAIVpAR� PLAN li/p. /O�;4 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED 2 WORKING DAYS PRIOR TO EXCAVATION. VERIZON 6 X-SECTIONS FOOTHILL BOULEVARD - STA 75+00 TO 81+00 STANDARD PLAN 133 (800) 483-3000 STOR D IN IMPROV NTS UNTITIS SEE CONTACT INFORMATION PROIVIDED ON THIS SHEET. SOILS ENGINEER 7 X-SECTIONS FOOTHILL BOULEVARD - STA 81+50 TO 87+50 D PAINT WHITE CROSSWALK AND/OR LIMIT LINE PER CALTRANS STANDARD 400 LF CUCAMONGA VALLEY ENVIRONMENTAL GEOTECHNOLOGY 8 X-SECTIONS ROCHESTER AVENUE - STA 10+00 TO 16+00 PLAN A24E 21 FURNISH AND 24" REINFORCED CONCRETE PIPE 397 LF WATER DISTRICT LABORATORY, INC. „ (2000-D) PER MANUFACTURER"S SPECIFICATIONS 10440 ASHFORD ROAD 11823 SLAUSON AVENUE X18 8A INTERIM STRIPING & SIGNAGE PLANS - FOOTHILL BOULEVARD CT5 PAINT 6 WIDE SOLID BIKE LANE STRIPE PER DETAIL 39 OF CALTRANS 1,600 LF RANCHO CUCAMONGA, CA 91730 SANTE FE SPRINGS, CA 90670 8B INTERIM STRIPING & SIGNAGE PLANS - ROCHESTER AVENUE STANDARD PLAN A20D 22 FURNISH AND INSTALL 36" REINFORCED CONCRETE PIPE 42 LF (909) 987-2591 REPORT X04-225-004GE g PUBLIC STORM DRAIN PLANS - FENNEL ROAD TO FOOTHILL BOULEVARD 6 PAINT WHITE PAVEMENT LEGEND PER CALTRANS STANDARD PLAN 16 EA (2000-D) PER MANUFACTURER'S SPECIFICATIONS PH: (562} 945-0689 ❑ CONTRACTOR'S RESPONSIBILITY FOR SAFETY (ELECTRIC) FAX: (562) 945-0364 A24A-A24D (TYPE AS INDICATED) 23 CONSTRUCT JUNCTION STRUCTURE PER CITY OF RANCHO 1 EA IN SUBMITTING A BID FOR THIS WORK, THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE CITY OF RANCHO CUCAMONGA CONTACT: MR. HANK JONG, GE 7E FURNISH AND INSTALL TRAFFIC SIGN AND POST PER CITY OF RANCHO 4 EA CUCAMONGA STANDARD DRAWING NO. 331 AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF 10500 CIVIC CENTER DRIVE CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT RANCHO CUCAMONGA, CA 91731 CUCAMONGA STANDARD PLANS THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING _ CONSTRUCTION NOTES FOR STREET TREES. 24 CONNECT EXISTING PORTION OF EXISTING STORM DRAIN LINE TO 1 EA (909) 477 2740 NEW CATCH BASIN APPURTENANCE AND MORTAR SEAL JOINTS HOURS; THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, THE 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PAINT 6" WIDE DASHED BIKE LANE STRIPE PER DETAIL 39A OF CALTRANS 400 LF ENGINEER AND THE CITY OF RANCHO CUCAMONGA HARMLESS FROM ANY AND ALL LIABILITY, STANDARD PLAN A20D REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, MARKS CABLEVISION PLANS. 25 CONSTRUCT STORM DRAIN MANHOLE No. 1 PER CITY OF EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, THE ENGINEER, 10808 FOOTHILL BLVD. #120 El FURNISH AND INSTALL W3-3 "SIGNAL AHEAD" SIGN 1 EA RANCHO CUCAMONGA STANDARD PLAN No. 318 2 EA OR THE CITY OF RANCHO CUCAMONGA. RANCHO CUCAMONGA, CA 91730 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT (909) 987-6275 (909) 880-0222 SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR 26 FURNISH AND INSTALL 2 FOOT 24" REINFORCED CONCRETE PIPE ALL CONTRACTOR AND SUB CONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED 10 FURNISH AND INSTALL R18.1 "RIGHT LANE MUST TURN RIGHT" SIGN 5 EA STUB OUT AND CAP (FOR FUTURE USE) 1 EA THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT EMPLOYEES ARE PROVIDED A PLACE BY THE CITY INSPECTOR. TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL H FURNISH AND INSTALL R26(S) "NO STOPPING ANY TIME" SIGN 6 EA COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF O.S.H.A. AND WITH 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE QUANTITIES SHOWN HEREON ARE PROVIDED ONLY FOR THE CONVENIENCE "CONSTRUCTION SAFETY ORDERS". THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY ENGINEERING DIVISION. 1 OF THE OWNER. THE CONTRACTOR IS REQUIRED TO PREPARE HIS OWN FOR THE CONTRACTOR OR SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS. ESTIMATE OF QUANTITIES AND SHALL RELY ON HIS OWN ESTIMATE OF 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. i QUANTITIES IN PREPARING HIS BID. REMOVED EXISTING CATCH BASIN; INSTALLED NEW CATCH BASIN 4 AND 18" RCP; SEE SHEETS 2 AND 8 �ON®FES 10 ENGINEER'S NOTICE TO CONTRACTOR STATE ROUTE 210 w l Cr. NO- 64696 THE EXISTENCE AND APPROXIMATE LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES (CITY _ EXP' 0 1 REVISED CATCH BASIN AT FENNEL CUL-DE-SAC SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST .�I rY Or .� TO GRATED INLET C.B. PER PM 17594 BY A.E. crv► OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES OR STRUCTURES EXCEPT AS SHOWN ON RANCHO �� r F CIO►-® CITY THESE PLANS. THE ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID �.J� �01� DESCRIPTION OF REVISION DATE APPROVED LINES NOR FOR UTILITIES OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE '"` EXISTING SURVEY MONUMENTATION a CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES STREET TREE QUANTITIES PRIOR TO EXCAVATION WORK TO DETERMINE EXACT LOCATION OF ALL LINES AFFECTING THIS w �'' I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL U m0`GA WORK, WHETHER OR NOT SHOWN HEREON, AND FOR ANY DAMAGE OR PROTECTION OF THESE w CITY "` F RANU" HU", UuUAM T z ��' SURVEY MONUMENTS OF RECORDS) THAT COULD BE STREET NAME BOTANICAL NAME COMMON NAME MIN. GROW SPACING SIZE QTY W DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS SPACE IMPROVEMENT T LINES. w E> WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN 1 , THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND SERVICE ALERT > o ;.,f, �'C�' ON THESE PLANS. ROCHESTER AVE LAGERSTROEMIA INDICA GRAPE MYRTLE HYBRID- !� U.S.A. PHONE 1-800-227-2600 TWO WORKING DAYS PRIOR TO DIGGING. NO CONSTRUCTION I `sTE FOOTHILL BOULEVARD ACTIVITY CENTERS 'MUSKOGEE' LAVENDER 3 TRIANGULAR 24 BOX 25PARCELNO. 17594 PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE VALID INVOLVING UNDERGROUND z 1� 1" COUNTY SURVEYOR'S MONUMENT SPACING FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY IDENTIFICATION NUMBER ISSUED BY U.S.A. > " ►> FOOTHILL BLVD 20Q.C. 15 GAL TITLE SINSIOEET ® 2 BRASS DISC STAMPED T1 S R6W 6,5,7,8 LS3712 INFORMAL 2 _ NON ACTIVITY CENTERS PRUNUS, BLIREIANA T NCN 3' GROUPINGS NOT r3] MARKED MANHOLE MORE THAN 25% OF FOOTHILL BOULEVARD, FENN ROAD-& ROCHESTER AVENUE ARROW ROUTE TOTAL FRONTAGE TREES APPROVED BY DATE !?:0-0 PLATANUS RACEMOSA CALIFORNIA SYCAMORE 8' 35' 0.C. 15 GAL CITY ENGINEER R.C.E. INFORMAL GROUPINGS SIGNED ®® _ -__ _______ PLATANUS ACERIFOLIA a LONDON PLANE TREE 8 30' 0.C. 15 GAL 3 DESIGN RECOMMENDED Underground Service Alert BENCH MARK ��,`/ / }� .� �. INFORMAL GROUPINGS SC)CIGEngineers FQRE a� RBS TEMPORARY BENCHMARK - CITY OF DATED r ®®-----®--_--_®- 3311 E. SHELBY STREET ONTARIO, CALIFORNIA 91764MA 1611�*61 N 0 T TO SCALE Voice: (909} 980-1982 Fax: (909) 941-0891 Ib TOLL F RANCHO CUCAMONGA t DRAWN SHEET 1" IRON PIPE IN AC PAVEMENT AT THE 1® CENTERLINE INTERSECTION OF FOOTHILL RBS 1 OF 9 _2600 BOULEVARD AND ROCHESTER AVENUE CHECKED DRAWING No. o t RCE No.: 64696 2153 ELEVATION: 1207.36 (ft) JDM D�. mber 2006 FILE No.: 05102A TWO WORKING DAYS BEFORE YOU DIG File: L: \2005\05102-A\DWG\SHEET\VICTORIA-ONLY\01-ST.dwg Aug 30, 2007 - 10:14am ericm This plan is copyrighted by Associated Engineers, Inc. - 2007 J,.............T ------ ......------------------------- .............I I t I ...........II........... T7777 ,i -4 4, ...... 17-F- i-C)t --t-Lr,) co, Ln-7- CD 111-11 I-Lo �;r IICY)C\j "i L C\j -----------XO7.4 U-)-.Co tI �:,CURB,t0 -CiLIRB, .19,-N S-0 F% 0 IN G U QNSTRU TQ C olq,�C Li EVATr I 0 .................IFY[-:1EXIS�IAQ OR N tC I I............ It -4 C- ...... ...........IURB"Or]N OR-TH -C 0 F,:', N.. -------R Q P Ob I7 tt1 r FL- 14 E-, .....i... ------........ I .............. 4..........L I ........... LL U I............... ....... ...+ IICD 4 ....................... IIIIL t ...........----------...........I ----------7 STI N G`ENTERLINE, It........ .... 7 -4 I...............IlIIiII4 I...........i ........... PROFILE SCALE +I ...... HORIZONTAL: V=40 ......... t............. Iy .......... ........... VERTICAL:1" 4' 80+00 L 77+00 81+00 74+00 75+00 76+00 78+00 79+00 STREET IMPROVEMENTS STREET IMPROVEMENTS P.rl\R(N,-- IM Pr 1\1 0 , -8 PER CITY OF INSTALL STREET TREE PER LEGEND AND NOTES ON SHEET 1 SEE SHEET 5A FOR 0 CONSTRUCT 8" PCC CURB AND GUTTER, TYPE A2 DETAIL OF SCORE LINES 2- 2 -7 2 STANDARD PLAN NO. 104 NIA EDISON; PAID 11 RELOCATE POWER POLE BY AND CONCRETE TEXTURE FOR AND COORDINATED BY DEVELOPER CONSTRUCT 8 PCC CURB ONLY, TYPE A1-8 PER CITY OF RANCHO .10 F)-rl\R 0) pj/-\R RD PLAN NO. 104 " PCC PAVEMENT RIGHT HAND TURN LANE PER CITY OF Cq W 00 n Uj CN ry 00 w 15 @ 13 -i Cr-co c-4 o,,00 po pr oo a) r-K oo c,4 w oo n ry co (0 F--bi m ry oo C) w 00 C:) C) Ld n (.0 U C:) W 110 C) bi ff) STANDARD PLAN NO. 119 00 Uj ff) rO 00 Uj 0) w 00 (D ry 00 U U-) Q:�00 n Q:�00 Cr- I Cy- a -J < r,� n -4- 2, W 0) to C) Uj ff) cr) Uj n PLACE 8" AC PAVEMENT OVER 1011 CLASS 2 AGGREGATE BASE + n V CY) < C) Uj ff-) C14 U 00 Ljj n 00 Uj K) U (0 Ln n Z) C:)LL-j )O L J M OO C-'cd- n a- (6 n 0- + (-D CL 6 --j LO< 0 0- ,;I- + (D< n -qd- Lri CL�4- UJ CD 00 :DOI V- V- C-4 0- 0j n uj C14 I +Ln r-_ 00 > C-0 ry 0 + >-C,4 - 00 >- C:) >-� ry Z:� r-- + Uj + + (FINAL PAVEMENT STRUCTURAL SECTION PER APPROVED SOILS C) n + + + -j- -t Uj -r W I CD j- C:) < I' CIAL DRIVE APPROACH PER Of CITY OF RANCHO + )O r- r�, -j = M �-- I 0) F- I < Uj 6 m I @ + < + I m r-�, M I r-, < I 00 m I 00 CO < Lu Uj r- bi�j:: Uj 00 3: Uj 00 ry 3: . SEE CITY GENERAL NOTES 9 & 10, LATEST RD NO. PLAN 101, TYPE "C LO LO U) . r-- ry 3: r- :2E 3: r- Ld 3�: EDITION. FINISH COURSE OF 0.13' ARHM r-- < < Uj < bj uj < r-) < W 7;,< LLJ - -d V) V) Cn GRAPHIC SCALE Aj 2: < < < < U) 3: J.0 < �- W< �- ry Cf)UJ ry< W< V)Ui (n V) V) V)(/) U) V) V) V) V) Lj < J) < L.Lj < _j I RELOCATE STREET LIGHT, BY SOUTHERN CALIFORNIA EDISON, PAID < I 1-10 n Uj 0 w n Cf) < < < V) < I U) LJ_j (f) Lij Uj--j -0 CL 20 40 80 5 LJ_j V) Lij O- CL n n 0 -L- n 0- n Uj < < SAWCUT AND REMOVE EXISTING AC PAVING Fy < < < FOR AND COORDINATED BY DEVELOPER 0 0 < < < Of< w m 3�:m 0 n n F- 3: n in< C)3: C) T� Uj> C) Uj U m C) w> CD Ld REMOVE EXISTING PCC CURB AND GUTTER C�U) Uj C) (D RELOCATE UTILITY APPURTENANCE PER AGENCY DIRECTION Ld m L1i Uj IN FEET w Lij Ljj C) I0 CONSTRUCT LOCAL DEPRESSION, CASE "A", PER CITY OF RANCHO f t. 0 ...... + CONSTRUCT DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA 1 inch 40 EXISTING 8 0 EWALK TYP RD PLAN NO. 307 STANDARD NO. PLAN 101, TYPE 11R-1 0 0 0 TYP 00 -R/W 8 lu RANCHO " PCC SIDEWALK PER CITY OF RANCHO CUCAMONGA Ln CONSTRUCT LOCAL DEPRESSION CASE "B" PER CITY OF 0 C) TYP STANDARD PLAN NO. 114 (W=6' WHEN CURB ADJACENT.) IU7 RD PLAN NO. 307 47 G13 7 4 4 RAMP PER CITY OF RANCHO CUCAMONGA ry IV)V) STANDARD PLAN NO. 102 L 7777777= " AC PAVEMENT OVER 6" CLASS 2 AGGREGATE BASE 9 -6 PER CITY OF 3 SD 96" SD ----9 CONSTRUCT 6" PCC CURB AND GUTTER, TYPE A2 SEE TRAFFIC" 5 96'% SD---,--,- c 5 9,1 EXISTING Lij ENING GRATED CATCH BASIN PER CITY OF 5 -- STANDARD PLAN NO. 104 SIGNAL PLANS co C) STANDARD PLAN NO. 301, W & V PER PLAN LO 'TT--L111N -C) =D CD LU Lri+ CD FOR A 'DETAIL TREETPRINT co rl- w INSTALL 5,800 LUMEN HPSV STREET LIGHT BY SOUTHERN S-A-WOUT LINE ENING CATCH BASIN WITH GRATED INLET PER LO OF THIS' AREA b CALIFORNIA EDISON; PAID FOR AND COORDINATED BY DEVELOPER < CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 302, IN & V PER DW� #1 555S Cn 0 4-00 79+00 ...... 80+00 GRIND EXISTING PAVEMENT EDGE AND OVERLAY WITH AC PAVEMENT 77+00 74+00 75+00 76+00 REPORT f I'�-�,�.-��i�'I'll"��,,�,,�,,��lI 73+00 .... PPROVED SOILS 326.82 LLJ Cn 'N89*50 LLJ IFO...0" T"H""I L rj-< m LJJ -j 0 < -J M -J::) ry CD ALL EXISTING STRIPING INSTALL 16,000 LUMEN HPSV STREET LIGHT BY SOUTHERN 0 CD < -15; CD 00 ff-)10+ m __j BOULEVAR __j U V) Q0 U-) - 71 -d- r- C:� 00 04 �3 THAT IS DISTURBED TO O0.DO 00 (0 CY) to LO CD 00 CALIFORNIA EDISON; PAID FOR AND COORDINATED BY DEVELOPER CD CD 0 00 CD CD Ir- U-) I CD C:j C) co C5 o6 0� tj o6 6 (3i �6 4 L0 iBE REPLACED IN KIND C) r- C.0 Lq C) t-- Lq _6 Uj bj co U (0 (.0 F- <-w) C) LO C3 LO Ln ry + Ln Lr) ro C�o L0 m LU74+43.72 C5 -- T- i + + + m II C) "+ ry ..............QD 0) Q0 m >< + + + +C) -d- T- EXISTING ,.L� NOT USED LO -1-1100 Ili--- 111��-111' -00 r- LO.........................FOOTHILL BOULEVARD ++ + + �--, "1.111, U- T-A0 V)-m 0 Lo 11-: Lo V) V)Cn r Lli Ld V) 69 4r- U)JOLU LL I I I D 0 cn,C) Cn,0 M,O EXISTtNG C3 V) 0 Cn EASTING EXISTING STREET STREET STREET LIGHT 00 40 .............. LIGHT LIGHT w REMOVED EXIST CATCH BASIN; INSTALLED NEW CATCH z ZI cc No- 64896 m BASIN AND 18" RCP; SEE SHEETS 2 AND 8 EXP,06/30109 DETAIL 'S%D-1 CiVIL F CITY DESCRIPTION OF REVISION DATE #"rt, A EXISTING U U U RA u EXISTING EXISTING EXISTING EXISTING CONATY OF A NUA EXISTING EXISTING S'LY N'LY` S'LY N'LY` S'LY ESMT R W 123.0' R/W R/W 110.0, R/W STREET IMPROVEMENT PLAN R/W 126.0 R/W q 60.0' 50.0 PARCEL MAP Nu CURVE DATA 76.0' 50.0, 73.0 - 50.0'13.0' V UTHILL rob' 0 O U A CURVE DELTA RADIUS LENGTH TANGENT 0.5 10.0' 64' 60.0 VARIES 7.0 7.0' F LE1 ArARD C11 9001 026" 20.00 31.48 20.06 VARIES 40.0' VARIES 6.0' 7.0' 40.0' VARIES C12 84028'01 11 20.00 29.48 18.16 i . -1 IF - STA 73+00.00 TO STA 81 +00.00 'ARIES RE35.34 17.75 JU ......... EVARIES VARIES C13 1302951 150.00 I ( .57T(32�520/6) TO-4-33%) DATE VARIES 1.94%TO-4,33%)VARIES I< .......... BY 32.93 16.53 TO,2.53%) (-2.97%To C14 1 2034'37" 150.00 2.0% �,85%I(n -3,81%) ....... 24953 250 CITY ENGINEE R.C.E C32 90020'30" 35.00 55.19 35.21 Y10- El -Z= 3 4 DESIGN 7 Associated Engineers Underground Service Alert BENCH MARK 5 RBS 11 E. SHELBY STREET ONTARIO, CALIFORNIA 91764 ORE TEMPORARY BENCHMARK CITY OF FOOTHILL BLVD TYPICAL SECTION DRAWN Voice: (909) 980-1982 Fax: (909) 941-0891 SHEET C= ECTION FOOTHILL BLVD TYPICAL SECTION RBS 2 OF 9 Call: TOLL FREE FOOTHILL BLVD TYPICAL S STATION 82+00 TO 83+00 1" IRON PIPE IN AC PAVEMENT AT THE STATION 75+00 TO 77+00 STATION 80+00 TO 82+00 R=75 TI=9.0 NOTTO SCALE R=75 DRAWING No. TI=9.0 NOT TO SCALE 1-800 CENTERLINE INTERSECTION OF FOOTHILL TI=9.0 NOT TO SCALE R=75 2153 JDIVI DATE: ber 2006 FILE No.: 05102A 11D 1.1, 11,11,1111 III I'll �& 11 I Z/.7-2^00 ELEVATION: 1207.36 (ft) This plan is copyriqhted by Associated Engineers, Inc. - 2007 T TWO WORKING DAYS BEFORE YOU DIG File: -�:--\?005\05102-A\DWG\SHEET\VICTORIA- Aug 30, 2007 10: 14am ericm ----------- .......... ....................... t tOR" TO' L=Lt-VA I -PRI' 1-34 ON CURB:,,- ON CURB:, PN-'!CURBSi ..........IIUK� lu, VERIFY-, -,X,ISTI'NG'1:IONS -3 C -,F, `-QN CURB-17 7 I A-iA::- &........... C.3 rr- C-)F_ .......(Lu- t",_W C& r IC-0-Ln---- --- (D C\1 .....+ ...........41A Cy') f-col zi,;� ... ......co 7 (�o U20P 0-N 1037 -----------.......... T TQP: ta ROP ED �LL I N I O 11i NUKA I F w -------------------------j r It :4--tII-,!,:........... r .. ..............CD-c::) LO I....... . ...... 00 �c6 I .-�1=-�I I11 I _- C0111[: I k,:11 I _11-1,-�-�_. U")C co CN ............---------- ......... . ...... ...........-------"——————77=tIttE, ..........IEXI$Tl�120`T� ..........iLA,I:'),,:1,1,N CE ...........t4, ....................... ------- ---------- ------- f ------- ..---_------------ --------4- I .......... ..............T ---------------------- ------------ PROFILESCALE ---------- HORIZONTAL: 1"=40' ttof 41 ...........t ...... VERTICAL: 1 81+00 82+00 83+00 84+00 85+00 86+00 87+00 z 0 STREET IMPROVEMENTS. STREET IMPROVEMENTS- 0 U) Z�s "I' D_ w CONSTRUCT 8" PCC CURB AND GUTTER, TYPE A2-8 PER CITY OF oc STANDARD PLAN NO. 104 INSTALL STREET TREE PER LEGEND AND NOTES ON SHEET 1 _P1/_\R(�- L j\/1 A 1\1 0 , 1 7 rl.: w+17) to <z CONSTRUCT 8" PCC CURB ONLY, TYPE A1-8 PER CITY OF RANCHO (1 1) RELOCATE POWER POLE BY SOUTHERN CALIFORNIA EDISON; PAID 0<00 0- < _j in D PLAN NO. 104 FOR AND COORDINATED BY DEVELOPER F--; W UJ P-rl-\R P /\R(_r� l " AC PAVEMENT OVER 1 0" CLASS 2 AGGREGATE BASE " PCC PAVEMENT RIGHT HAND TURN LANE PER CITY OF 1S, 0UTH1rER1\1 c,.-j1_\.L1F0 ]\]]A/ KD ,101\1 @ STANDARD PLAN NO. 119 15 (FINAL PAVEMENT STRUCTURAL SECTION PER APPROVED SOILS -q- C) ry __j 00 Of _j C) Q:�00 C) ry 00 n F_Ljj 0!� j w _j 0:� _j cr __j C-) I,- [__ U-) Uj __j U __j CD C:)'�Uj RECOMMENDATION). SEE CITY GENERAL NOTES 9 & 10, LATEST ry 00 C14 Uj Uj ff) P-,D co bi to (0 LU r") C) =U U U 0 0 C� 7- . 77 Uj m U Uj C-4 IL01 U CD m q) (6 n m -4- L6 cL-�d- - n V + CD< m Uj 00 Uj r- m C) < + CD< C) n LO < CONSTRUCT COMMERCIAL DRIVE APPROACH PER CITY OF RANCHO <= LO (0 + @ co � n - cl� LO co co < m (0 EDITION. FINISH COURSE OF 0.13' ARHM CN U I Lo C-4 T- . r- Cr 00 00 -) r_� - C14 (n v)+ 00 > C4 (0 o6 + F-)U 00 n 0 r CN oo uj n __j (D + Lij + LU 00 0- 0) (0 + + > RD NO. PLAN 101, TYPE "C" GRAPHIC SCALE (�o U-) 77 >-0 L6 Lo T_ _j L.JJ (:3j 00 p C) -94- 00 C) __j oo m Zt L_'1 U J_— 00 LLJ W LLj C Lj CZ (D -I < Uj= LO LU SAWCUT AND REMOVE EXISTING AC PAVING 20 40 80 CN 00 U -C 0) -- C) + + 14 RELOCATE STREET LIGHT, BY SOUTHERN CALIFORNIA EDISON, PAID Lli F_ + F- < Lj Of Of�_+ LJ + iv _P_ -- _t_1 -1, < Lij + Ltj m 0:� 1-0 LO Ljj + LJ V)7- r LLj 00 ('o LO C/) (0 Li I(L/JJ) 7 V)L.Lj Ld V) V) Li > 00 Cn ry FOR AND COORDINATED BY DEVELOPER Lki I I I II I I - :) 4; , V) 06 C") 00 U) Lki I I REMOVE EXISTING P CL 0 < Ui<< < < Lli I— < CL D C --,ry C) 0 0 bi 0 0 F_ 0 0 Z) < bi ,�Q < < I I <U K - W CD Uj(n L V) C/) - __j V) V) Cn Cn 3;:CL 105 RELOCATE UTILITY APPURTENANCE PER AGENCY DIRECTION IN FEET < Cn CONSTRUCT LOCAL DEPRESSION, CASE A PER CITY OF RANCHO > �> @ Uj 1 inch 40 f t. 1._�C) RD PLAN NO. 307 LAJ L.Ii LJJ C) CONSTRUCT DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA EXISTING 8 R/W CONSTRUCT 4" PCC SIDEWALK PER CITY OF RANCHO CUCAMONGA STANDARD NO. PLAN 101, TYPE "R-1" EXISTIN F-, O. 114 (W=6' WHEN CURB ADJACENT.) (17) 4 RZW C_� C CONSTRUCT LOCAL DEPRESSION CASE "B" PER CITY OF RANCHO 6 Room- AMP PER CITY OF RANCHO CUCAMONGA RD PLAN NO. 307 C-Ij C27 4� STANDARD PLAN NO. 102 "77 77 ...............C) " CLASS 2 AGGREGATE BASE IC) '771 5 5 ENING GRATED CATCH BASIN PER CITY OF +IT- 3 4 SAWCUT STANDARD PLAN NO. 301, W & V PER PLAN CONSTRUCT 6" PCC CURB AND GUTTER, TYPE A2-6 PER CITY OF co I i I . - r"') ——----- @ ,20 0 RANCHO CUCAMONGA STANDARD PLAN NO. 104 00 LINE 3 77 1 —I N Zo r-: 6 CI-4 S UT AE 0 Ln ro SAWCUT LINE ENING CATCH BASIN WITH GRATED INLET PER GRIND I (9 m CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 302, W & V INSTALL 5,800 LUMEN HPSV STREET LIGHT BY SOUTHERN Uj 00' CALIFORNIA EDISON; PAID FOR AND COORDINATED BY DEVELOPER 00 0:f 00 83+00- ............. .......8;�Vfo O' 2 LU n Ljj n- L 5r IILLJ< Lij 04 CN Uj Uj LIJ Q:�< GRIND EXISTING PAVEMENT EDGE AND OVERLAY WITH AC PAVEMENT V)U') LO bJ Lo LU < OILS REPORT C) :2 C:) :2E (n- = U n >- r-) FOOTHILL ww 01-"d- C) C)00 C,4 [-- _j < _6 _C)Lij Q.,< cr-< LO Lo Lj Lj r--� < U-) i CD R UJ LLJ I + + LLJ INSTALL 16,000 LUMEN HPSV STREET LIGHT BY SOUTHERN V) n< < <��: " r).-00 U F0 Zo ci_- EXISTING CALIFORNIA EDISON; PAID FOR AND COORDINATED BY DEVELOPER U), r . . ....<< �< 1�� R/W_< ............. ....................j I-U)- NOT USED EXISTING EXISTING STREET STREET LIGHT LIGHT 2 CDN5TROCT CR05:5 GUTTER, P0 C Irr OF RAMC110 411,RELOCATI.ON, OF IRRIGATION MEDIAN PEDESTAL SEE TRAFFIC -D PPROACI-1 -MA7_4C-R1,44 CIIANJED'A R1 VE A EXISTING EXISTING 7-1 RAMCM5111r ere WILY S'LY SIGNAL PLANS 7-. CITY R/W 110.0, R/W FOR A DETAIL OF DESCRIPTION OF REVISION DATE THIS AREA PER I 0% I AO%0 1 00% A m mft� MWA U ONE 0% U U Mm et N(0A To Aomq�& F RAIL m 60.0' 50.0' DWG #21543 U CURVE DATA CURVE DELTA RADIUS LENGTH TAN GENT 30.0-- --------------- 30.0' SHEET 3 27 STREET IMPROVEMENT PLAN 91033'55" 55 C21 20.00 31.96 20. 23' 7'C23 890461 6" 20.00 31.34 19.92 F-_ PARCEL MAP NO. 17594 D C C25 89050'50" 15.68 kaau"'THILL Bo"'WLEVARD'O' 24 9001344" 20.00 31.50 20.08 1 10.00 28.41 2 0 U C26 1905654" 100.00 34�82 17.59 12 3 (2,88%) T A 81 +00.00 TO S-117A ^`+^0.00 00 U I r C27 1 19056'54' 1 100.00 1 34.82 1 17.59 0 rS10 7 DATE TY/Lo CITY ENGINEER R.C.E. 449&,3- Underground Service Alert BENCH MARK Uj DESIGN RECOMMENDED Cr. ).6406 Associated Engineers as ORE TEMPORARY BENCHMARK CITY OF N( RBS 11 E. SHELBY STREET ONTARIO, CALIFORNIA 91764 c4p Call: TOLL FREE EXP.0000 Voice: (909) 980-1982 Fax: (909) 941-0891 FOOTHILL BLVD TYPICAL SECTIOIN DRAWN SHEET ClV%%_ 1 IRON PIPE IN AC PAVEMENT AT THE STATION 84+00 TO 86+00 OF RBS 1-duv CENTERLINE INTERSECTION OF FOOTHILL TI=9.0 NOT TO SCALE R=75 3 OF 9- zi� DRAWING No. TWO WORKING DAYS BEFORE YOU DIG ELEVATION: 1207.36 (ft) JDM 2153 DATE: ffjje�ber 2006 FILE No.: 05102A z 0 0 0 tC' nW + z to ao-OL-00"i File: L: \2005705102-A7DWG7SHEET\VICTORIA-ONLY\03-ST.DWG Aug 30, 2007 9: 19am ericm This plan is copyrighted by Associated Engineers, Inc. 2007 Ittf7 1-::tIf .......... -7777-'.'9 71 1313,�_,: Li-CUR13- ......... --------------if4---------C,U URB,�, _�P.N bt. ........... CP CD LU "LL co co-, C,.j co t. C C=)'CY? -00"-4 4; f----777 t ---------- j ItXIS I N -TC ft ttI.............fEXIS Itt .............t .......... ....... ..... I----------4-- t t -3'f:-87': 4:3b-95(IDN'GURB ..........t7 tLiu col Lk.j.t ........... .......I77... .......T ......------------------ ............02P .............. ItROS 71 7 fiI-XI S TI ING'-FL ........... ....... L�L Al 4 Iff__----- it .............II ------............ IIt .. .... PROFILE SCALE I4 t .... HORIZONTAL: 1 =40' VERTICAL: 1" 11+00 12+00 13+00 14+00 E - IVI -CONSTRUCT 8" PCC CURB AND GUTTER, TYPE A2-8 PER CITY OF INSTALL STREET TREE PER LEGEND AND NOTES ON SHEET 1 0 STANDARD PLAN NO. 104 GRAPHIC SCALE RELOCATE POWER POLE BY SOUTHERN CALIFORNIA EDISON; PAID CONSTRUCT 8" PCC CURB ONLY, TYPE A1-8 PER CITY OF RANCHO FOR AND COORDINATED BY DEVELOPER 0 20 40 80 RD PLAN NO. 104 " PCC PAVEMENT RIGHT HAND TURN LANE PER CITY OF @ ENT OVER 10" CLASS 2 AGGREGATE BASE STANDARD PLAN NO. 119 IN FEET (FINAL PAVEMENT STRUCTURAL SECTION PER APPROVED SOILS I inch 40 ft. . SEE CITY GENERAL NOTES 9 & 10, LATEST @ CONSTRUCT COMMERCIAL DRIVE APPROACH PER CITY OF RANCHO IEDITION. FINISH COURSE OF 0.13' ARHM RD NO. PLAN 101, TYPE IRELOCATE STREET LIGHT, BY SOUTHERN CALIFORNIA EDISON, PAID SAWCUT AND REMOVE EXISTING AC PAVING FOR AND COORDINATED BY DEVELOPER REMOVE EXISTING PCC CURB AND GUTTER EXISTING tRELOCATE UTILITY APPURTENANCE PER AGENCY DIRECTION EXISTING STREET I LIGHT STREET CONSTRUCT LOCAL DEPRESSION, CASE "A , PER CITY OF RANCHO CONSTRUCT DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA LIGHT RD PLAN NO. 307 7777 STANDARD NO. PLAN 101, TYPE "R-1" ...........1 +00.00+ EXISTING " PCC SIDEWALK PER CITY OF RANCHO CUCAMONGA 0 ROCHESTER AVENUE t R/W CONSTRUCT LOCAL DEPRESSION CASE "B" PER CITY OF RANCHO 0 STANDARD PLAN NO. 114 (W=6' WHEN CURB ADJACENT.)74+43.72 RD PLAN NO. 307 IMP ROCHESTER FOOTHILL BOULEVARD Ln 01i 16+02.58 ROCHESTER AVENUE CONSTRUCT ACCESS RAMP PER CITY OF RANCHO CUCAMONGA D WG., 1555� 10+00.00 STANDARD PLAN NO. 102 " AC PAVEMENT OVER 6 CLASS 2 AGGREGATE BASE N00*33 02 E 6 02'.5 8' CHERVIL STREET �,_±0 SIGNAL PLANS 14 0 CONSTRUCT 6 PCC CURB AND GUTTER, TYPE A2-6 PER CITY OF -4 ............ -7 Q-0 ENING GRATED CATCH BASIN PER CITY OF FOR A DETAIL - SIGNAL PLANS STANDARD PLAN NO. 104 STANDARD PLAN NO. 301, W & V PER PLAN 41SAWCUT LINE OF THIS AREA ' SAWCUT LINE u ENUE 3 C,4 PER DWG #1 555S - (.n 5 OF THIS AREA ENING CATCH BASIN WITH GRATED INLET PER INSTALL 5,800 LUMEN HPSV STREET LIGHT BY SOUTHERN CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 302, W & V CALIFORNIA EDISON; PAID FOR AND COORDINATED BY DEVELOPER 4 SAWCUT LINE PER DWG #1 592S r I C) 11 111111 9 [01 GRIND EXISTING PAVEMENT EDGE AND OVERLAY WITH AC PAVEMENT IY4 n7 MATaO F_Y,15nrJtn IDE WAW(- ro 77 IM I14 -4 - �� RINI+ INSTALL 16,000 LUMEN HPSV STREET LIGHT BY SOUTHERN _T 0 _10 -Tcr)-7 0 CALIFORNIA EDISON; PAID FOR AND COORDINATED BY DEVELOPER T P lu T P_b U) _0 NOTUSED TIN- f0 CD R/W IC:) 0 > D>_T1 -1 M m U) m + icn U) -TI - -TI W 0 0 oo m,-,Cn fj ---a -4 Cf) < L4 I+ (n + U) + �[> m M M D>C) Cn> '�,�Q �_&i C: > G-) Cn m m m Cn Cn CD > >> >C,4 > > M. M rn m + + m +U) + 7C)t�o + r,oi rQ CY) j> + m 0o -0<r-G) > +(0 C) r 3: (D m < 0 - Q w>CD P1 > > C:) + (D ___ Qo)'� - )>r P C-)r7 (,I _0 > + 00 01)+C) �p m (0 mu._�U_I_A�) 00 N)m m, (0 M= CF) 7-\ C)1mr * 0) rm m Cn 00 EXISTING EXISTING W'LY E'LY ki unco Ae, PAvPmENr F01Z F�DD#TwNAL R/w R/W Removat.F R) 11 3.0' IMWISED 51%N 04 ROMF-STOZ L A P 1\1 0 , I 7 ,r 59.0 qlm I P I 54.0 3.0 77- P 2 2 7 2 -7 55.0 43.0 PROPOSED ftl TY 3' S/W DESCRIPTION OF REVISION DATE APPROVED 47.0' ESIVIT Wm'% A ON 0 0 0-%, 5 0 C A IL 4.01 27.0 16.0 1 7.0' -3.0' I B 1% flm% 0 TA 11 51.0' T U /-% U H U U U N A CIT F N /A V1U CURVE DATA A& C-3 THE EXISTING OVERHEAD UTILITIES (TELECOMMUNICATIONS AND ELECTRICAL, EXCEPT R�: 7 < 5 STR"EET IMPR"OVEMENT PLAN CURVE DELTA RADIUS LENGTH TANGENT FOR THE 66 KV ELECTRICAL) ON THE PROJECT SIDE OF ROCHESTER AVENUE SHALL (VARIES) VARIES 2,00%C28 21035'32" 84.57 31.87 16.13 E OFF-SITE NORTH OF THE PROJECT (VARIES) I (-I.28 TO (-1.73%T PARCEL MAP NO. 17594 (1.49%TO 0 -2. C29 20`58'03" 84.57 30.95 15.65 BOUNDARY TO THE FIRST POLE OFFSITE SOUTH OF FOOTHILL BOULEVARD, PRIOR TO 2 5%C30 790311 3" 15.00 1 20.74 12A1 11101 PUBLIC IMPROVEMENT ACCEPTANCE OR OCCUPANCY, WHICHEVER OCCURS FIRST.C31 8001929" 20.00 1 28.04 16.88 R z 3 ar-X u ,4 STA I I U+00 TO 14+00 ROCHESTER AVENUE TYPICAL SECTION y e-O' D A T E /A -7 STATION 12+00 TO 13+00 1,W-ss#o TI=9.0 NOT TO SCALE R=65 CITY ENGINEE R.C.E. 24953 Underground Service Alert BENCH MARK DESIGN RECOMMENDED ORE RBS Associated Engineers, C== TEMPORARY BENCHMARK CITY OF 1 1 E. SHELBY STREET ONTARIO, CALIFORN A 91764 Call: TOLL FREE CC NO-64696 DRAWN Voice: (909) 980-1982 Fax: (909) 941-0891 SHEET Q(( 1" IRON PIPE IN AC PAVEMENT AT THE AA1. EXP.06130109 RBS 1-800 CENTERLINE INTERSECTION OF FOOTHILL clv%%� 4 OF 9 7 tt T 4 rc DRAWING No. TWO WORKING DAYS BEFORE YOU DIG ELEVATION: 1207.36 (ft) 1 5 3 DATE: ber 2006 FILE No.: 05102A File: L: \2005\05102-A--\---D---W----G-\-SHEET\ViII71TORIA-ONLY\04-ST.dwg Aug 30, 2007 9: 19am ericm This plan is copyrighted by Associated Engineers, Inc. - 2007 -4- j� A j 177 ............. 4, _4........... J,: _41 _1 ------ ....... I I I ,, """ 1" :"17, 4- _J,: ,,': : -------i ,-- -, - --�� I , I��,__7:1_ f,�'_�'7:11: 1: _j j 7, ................. ...... .........I' _7 ---------- j ......... ...... T 7_711" 7-7 i, F 71. w, �7,: 7 77 IF :,:.......... - I ,,","""11 11 11 I I—,� 11 1 1 11-1 11 I'll I :, T, t IF :111:1 I'll I'll, I �11 11i,- i 7"":7_71 1" - j- 4 77 41- �J, E + F 4 v 7, -7, 41 11 7 Al "A 7 J _L�'_J ... ... 7: 7 ' 'd 7 ---------- ........... :_77:, ............ 7: -CURB-,:� �ON, CURB:, 77::7_1 _4_ _7 i� A i -�ON, j t CD 41 + fe: ---------— C::' -C J 7, CD, cc (ZD J, CY3, -r- 4 ....................... .......... ............... .......... ..........EXISTING'JOP- OF:', ........... ........... ............. ------ MES VEST:__CURB- 21 L) TOP,`-_0 ........... --T-1.�'-CU RB:-,.......... TCOW-R �CVRT, t T ........... XI O_NSI:-017�`CURBS- .6 ........ ................. �ON` R&.- ---------- 4 CTION:` RVU CU, ............. . .......... C� -x- (�b r7 U m-CD L >< T, t---------- .......... --------------102% EXIS .......... ........... L_A�) 1,21ZEAST, Tf 12-1:2, r-1),OROSE ........... .......... ............I ......... .......... ................ t ......... ......................... -------- ............. ....... ....... t ----------- ... ....... ....... ..... .. ....... ........... ........... ........... ........... ........... ..................................... .......... ...... ........... PROFILE SCALE HOR =20' Izo VERTICAL: 1" 2' ....... ........... NTAL: 1 .......... A 10+00 10+50 11+00 11+50 STREET IMPROVEMENTS- STREET IMPROVEMENTS- OER CONSTRUCT 8" PCC CURB AND GUTTER, TYPE A2-8 PER CITY OF RELOCATE POWER POLE BY SOUTHERN CALIFORNIA EDISON; PAID (D STANDARD PLAN NO. 104 FOR AND COORDINATED BY DEVELOPER Aff— AVENUE iSTA 10+00-00 CHERVIL STREET CONSTRUCT 8" PCC CURB ONLY, TYPE A1-8 PER CITY OF RANCHO (12) PLACE 8" PCC PAVEMENT RIGHT HAND TURN LANE PER CITY OF GRAPHIC SCALE RD PLAN NO. 104 STANDARD PLAN NO. 119 0 10 20 40 CONSTRUCT COMMERCIAL DRIVE APPROACH PER CITY OF RANCHO ENT OVER 10" CLASS 2 AGGREGATE BASE @ IPCII TYPE EMENT STRUCTURAL SECTION PER APPROVED SOILS RD NO. PLAN 101, ;7 71 (FINAL PAV 0000 . SEE CITY GENERAL NOTES 9 & 10, LATEST a a IN FEET RELOCATE STREET LIGHT, BY SOUTHERN CALIFORNIA EDISON, PAID EDITION. FINISH COURSE OF 0.13 ARHM I inch 20 ft. FOR AND COORDINATED BY DEVELOPER Cn &J Cn 01 SAWCUT AND REMOVE EXISTING AC PAVING RELOCATE UTILITY APPURTENANCE PER AGENCY DIRECTION 0) REMOVE EXISTING PCC CURB AND GUTTER CONSTRUCT DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA (_0Q0 STANDARD NO. PLAN 101, TYPE 11R-1" P0 00 CONSTRUCT LOCAL DEPRESSION, CASE "A , PER CITY OF RANCHO 00 RD PLAN NO. 307 CONSTRUCT LOCAL DEPRESSION CASE "B" PER CITY OF RANCHO RD PLAN NO. 307 7 INJO. 831059 CONSTRUCT 4" PCC SIDEWALK PER CITY OF RANCHO CUCAMONGA RTY NOTIFY ALL ADMERV*W OWNERS 3 WEEKS PRIOR TO . 114 (W=6' WHEN CURB ADJACENT.) CD CLASS 2 AGGREGATE BASE THE START OF CONSTRUCTION LOT RAMP PER CITY OF RANCHO CUCAMONGA 16 CONSTRUCT 6" PCC CURB AND GUTTER, TYPE A2-6 PER CITY OF C_ W 0 U) C_0 Cl) STANDA OFFSITE APPRO\/Al 0 OW 0 ---1 -71 0-TI STANDARD PLAN NO. 104 > > _T1 > _T1 > REQUIRED FOR _T1> CO ENING GRATED INt_ET C4TCH DA91M PEIZ CITY OF < >ON PRIVATE PROPERTY M C:) C) 30' INSTALL 5800 LUMEN HPSV STREET LIGHT BY SOUTHERN C/) C:) X N) 0 X-Ij PLAN NO. 302 W & V PER PLAN + + + C/)co CALIFORNIA EDISON; PAID FOR AND COORDINATED BY DEVELOP ;;a CD 0 ro CD (0 m 00 m INSTALL STREET TREE PER LEGEND AND NOTES ON SHEET 1 m C:) 000 4 C) C,4 C: 7 EXISTING NOT USED P 0 I m R/W z Cn 5 + C:) M > .......... m CD C:> 19 U) 0 CD N/1 A P > * > F E N E L C) + *E C) 0 ROAD 11+00 C: 1\1 0. 117 50A�� NOO*32'55"E 136.68' EXISTING EXISTING 18 m 9 EAST 17 00 C/) Cn WEST R/W R/W ............ ....... VISED CATCH 13Ac.)IW AT FF_1\1WEL.CU-0IE-1aAG + + 30' 6,1A.0 C)71 0) C,4 30' TO G F, -T I-C) I N1 LF-T C.O. P I-R PM 17594 13Y A I-: A 61TY 00 DESCRIPTION OF REVISION .5' 18 18 4 , 0.5' 4',EXISTING 7 M R/W 0 "AN "k H " U '"O"AM 0N G" A T K U'19 m C_ 0 7- 18 0 > m <-W6- R MENT PLA OU) �7 Cl) 0 C_0 m MATCH IVI UV IN _T1 C) �, ,4 MATCH 7 27, 2% 1 M 0 27. EXISTING > > > X > > EXISTING 0 0 < > GRADE PAREL MAP NO. 17594 CITY OF E0 ___1 ;U � !� GRADE _r C) (0 CD C) M C) M ifNCHO CUCAMONGAI X +< + m it,.+ T m FENNEL ROAD 2153 11 C:) 00, 0 C4 ---i I> CD 7 7 00 C/) SHEET 9 OF 9 U) �n Cn bo iA !":i'TA 10+00.00 TO 11 +36.68 00 _--i CD ROW 2005-00365 m FENNEL AVENUE TYPICAL SECTIOIN L OT m STATION 10+59.30 To 11+00 By DATE ESS NOTTO SCALE 24953 CITY ENGINEER R.C.E. DESIGN Associated-,Engineer Uj m Underground Service Alert BENCH MARK NO.64696 m J.A. 3311 E. SHELBY STREET ONTARIO, CALIFORNIA 9176 ORE TEMPORARY BENCHMARK — CITY OF EXP.06/30/07 DRAWN Voice: (909) 980-1982 Fax: (909) 941-0891 SHEET O clW_ Call: TOLL FREE 1" IRON PIPE IN AC PAVEMENT AT THE DRIVE OF C E.M. 7 Mk — — DRAWING No. 1-80 0 CENTERLINE INTERSECTION OF FOOTHILL 696 2153 z ____7 YWmber 2 FILE No.: 05102A DATE- 006 r ELEVATION: 1207.36 (ft) J.D.M. TWO WORKING DAYS BEFORE YOU DIG mm7� - - I I This plan is copyrighted by Associated Enqineers, Inc. 2007 File: L: \2005\05102—A'�dwg\SHEET\VICTORIA—ONLY 05—ST.dwg Apr 18, 2007 3:58pm Jeffm 11 , f I- i�.:.. �:��_ -1.• : : : I _...__.......�....................I--....................... __ � I , . : :: : -..._ , , I c ..,I � s 1207.2 TC 1 `I : CONSTRUCTION SPECIFICATIONS: ' METj��`p<.�.208:3 IFI TIONS: ,I I / /." ..................................7M = " .......................... P' .d.i: � d. ................ ....-.........................- {' .'P' .j� P tr e 12 / 12 S S l,.. .g a .1,.. r 1 n t... q.., General / R.O.W.xow f - •t.• .sP tb• &.. P !r r S0 - _ ....... i.4'', �• �: .i,a !- - .. ::,. P f 14 0 /- 1,1 RELATED WORKIN OTHER SECTIONS OF SE SPECIFICATIONS 4 ► 4 /,.r / ' f}, r r r A ,r, 0 19-3 /, ,i fir r fr/� r: i f f ft. f ,/ X / r r r:..: ,:,, f ..t.. .C. J• ..>'' / 1.f / r 13 / i' f ••t 14 r t 11 3 A,Pre arab n f 0 o sub �3 '! 1' base. ,+' %X 4 i / i r r, P r..3. :.•;:'..r''.: ;.� err r.. I r . - •,41r:' :0.:r:;:,:.. IMMM / ^:z. 1 :J r.P';' Installation of base materials. ;. rr s •w 1i . Y• f /c': 4 P ► •i 6 -' �` �/ W:'' 4 f soil sterile '� �• IV PP f A r rt ,r�` `,y rt 'r f 2 12 ;, ;' 0 0 . T 9 67 C P rr Q J if r. 4 t :f,: P Ft �c'' ...3 1206 -6 TC r` �. i' Y r 14 t f 1 , 4 1 4 '.X S 4:. ,j: l2 MIT / % �' S TAL S r rr A 1 r !! ! f '•�...� /.' a 4 _ S are r�;-� '' 06 e. q 7 3 � is / 30 -�.,. / r P r f t Olt `` -` -_ f r PP 1 _ o 0 rr r ;' t tk 155 $ 1. A Ir .,r. 4^� In accordance with section entitled Shop Drawings,Product Date and Samples F qr A AY samples of paving o Ci of Rancho Cucamonga r j :.;t:-' two Sam 1 v stones shall be submitted t City 1 ^:0 - Route 66 Lo o I rinted :. � �, selected from / IIIII T ITI(�N ZQE p `�i< r' fr' to indicate colors to be supplied on this job. Colors to be s 1 �... <' :Y V into Pavement •te /<.{ r',_ :.1!. manufacturers available paving stone colors. ETP T NOTES: C �' s : � P g «. ,o r, �..... t. 4. `�`.' B.Paving color to be approved by the City Engineer and the City Planner. f ;/, PLACE NIGH PERFORMANCE PAVEMENT TEXTURING See StTeetpri t Note . / I.V I r T V '. �� / SYSTEM AND LOGOTHERM THERMOPLASTIC PAVEMENT G sTREETPRINT PAVEMENT TExTURING AND , 1. p 1.3 PRODUCT DUNG ! 1�r 0tr DECORATIVE ASPHALT SOLUTION).APPROVED MATERIALS :i' �= :, :'. .1. :.'.; r ;. .,.; ~',. AND COLORANT SHALL BE APPLIED BY AN AUTHORIZED 4<r''.;o.:` `_r`./::,f:.l'.,'.: A.Pavia stones shall be delivered and unloaded at job site on pallets and bo STREETPRINT APPLICATOR AS LICENSED BY INTEGRATED �' r1. .f' t t► g J p 1111d ,....r 4r-Q►1, •- PAVING CONCEPTS INC. ALL WORK SHALL BE PERFORMED .�. < r'` . ,:,y ,- 1 6 in such a matter that ria damage occurs t0 the product during hauling,handling ' �P /' ® - '`` - 2_t, or unloading at the jobsite. / / AND PLACED IN ACCORDANCE WITH STREETPRINT Stree rint Asphalt pavement `:''..•✓ f /� / /,' 11. P Pt �';a '/ f SPECIFICATIONS. {! ir 1. "'l-l" . r r 15, v r: (herringbone Pette . Terra ;r - ,�,'/ Part II PRODUCT INFORMATION I I Cana Color 2.1 All interlocking concrete paving stone shall be in accordance with the patterns LANDSCAPE DESIGN NOTES: g P g ////M/// r t as shown on these lens where designated.These products shall be supplied p g p supp ed by: 111 11, F / ,,,:•�;.; Perma Concrete 12490 Day Street,Moreno Valley,CA 92388 1 S it �' / BL 1. Street trees on new streets are to be selected from the City's approved Street Tree Vf CONSTRUCT SIDEWALK THROUGH DRIVE APPROACH JOIN TO Phane:714-653-1187. r / List,based upon available planting area(Typical between back-of-curb and the 1. "'' r` A 6'WIDE MIN.SIDEWALK PER C.R.C.STD.PLAN 101 TYP"C" P P g ( YP � J . . r...r '-Cl" s r � sidewalk). Established streets should already have designed tree species. Contact P �' rr ` `J Y WIDE SIDEWALK EASEMENT TO THE CITY OF RANCHO CUCAMONGA PER 1. Contractor to verify site conditions prior to beginning construction,All discrepancies shall Laura Bonaccorsi at 909-477-2740,Ext.4023 for information, 2.2 MATERIALS 12- :1 -` DOG# be brought to the attention of the owner's representative. /� A.All interlocking concrete paving stones shall conform to the fallowing specifications: .. 3 CONSTRUCT 6'WIDE MIN.SIDEWALK PER C.R.0 STD PLAN. 2, Street trees are to be shown on street or other public improvement plans signed , 2. See grading plans for vertical control. b the Ci Engineer, and constructed per the same. y g P 1.Pavers shall have a minim compressive strength of 8,000 P.S.I. in accordance `' ' 4 4 COLORED MEDIUM BROOM FINISH CONCRETE SIDEWALK WITH DOUBLE ROW BRICK BANDING, '121as TC " "��' ~ , : COLOR TO BE SANDSTONE BY DAVIS COLOR(800)356-4848 OR EQUAL.SEE DETAIL'G',SHEET SB. 3• Contractor shall be responsible for making him/herself familiar with all underground 3. Street r h with testing procedures ASTM G-140. ' � ` } :`r-.'. trees shown on Planning Division Submittal are Conceptual Only. 2O'- "; ''', `�`' ` '}'`''* '` R CP SEE DETAIL'A'&'B' THIS SHEET. utilities,pipes and structures. Contractor shall take sole responsibility for cost incurred due 2.Materials used to manufacture interlockingconcrete aver stones shall conform j/y, r P f11 � iJ`"}d F, r tILL "..y .. .. S .'':.: to damage and replacement of said utilities. 4.Interior streets will be required to select deciduous trees for East streets and to the following: rt ;.' STAMPED COLORED CONCRETE-HERRINGBONE PATTERN WITH NATURAL COLOR CONCRETE "` ` " BANDING.COLOR T BED _ q evergreen trees for North streets from the City's approved Street Tree List, a. Cement ASTM C-1 SO(Portland Cement) 1 O ARK TERRA COTTA BY DAVIS COLOR(800)356 4848 OR MATCH 4. Contractor shall not willfull raceed with construction as desi red when it is obvious that ' PP ' EXISTING PAVING,SEE DETAIL,SHEET 3.ROUTE 66 VEHICULAR PAVING LOGO IMPRINT ON y p g Wind-prone areas may be required to utilize a more deciduous palette. b.Aggregates ASTM C-33 (washed,graded sand rock,no expanded shale or CONCRETE.COLOR TO BE WHITE.SEE DETAIL'G',sxEET sB. own obstructions and/or grade differences exist that may not have been known during lightweight aggregates). design.Such conditions shall be immediately brought to the attention of the owner and 1210.0 TC I. 3. Size shape design and colors shall be in accordance with details as noted a p g n lens. S. Indicated spacings and sizes are requirements P La for Ci -Maintained trees onl . n a dsc e Archit t ec Th ntra t e ca c or shall assume full re n i il' City -Maintained o sb r foralln aY 6 STAMPED - ecess L CO GRED CONCRETE HE B p RRING O PAT NE TE RN Wrrl-I COLORED ORED CONCRETE B responsibility tY BANDING. rY b. Sand laying co should 0 arses au d 1 be clean washed sand i a dwth 1 00/o passing NO,4 sieve size y g P ees e Where g e e th tree concept ce t oes n r beyond d a ees of influence near public improvements CROSSWALK ALK revisions due to a failure to i e h n c ovements W TO MATCH EXISTING MEDIAN TE TTA V such notification. P g Y _ _ _ CO COLOR. COLOR TO BE g P P n maximum oda a mum f 0 3 o passing ass a No.20 i size,e i i this s commonly r o a know as concreten P Ct 9 sand. NATURAL CONCRETE. - and/or an i y C BY DAVIS COLOR Boa 356 4846 ORE AL E C maintenance easement spacings sand sizes will b r >: - ( ) EQUAL SEE DETAIL'G',,SHEET SB.ADA y City , p g e per the On-site 1 Thickness h kn c ess of sand laying oda course should ou d be uniform un o to insure sure an n E AT R eve surface.Th :;;,. ,_ C OSSWALK. y g e. e 5. Contractor shall be res onsible for an coordinating with other sub-contractors as required plans approved by the Planning Division.On-site and Off-site lana shall be P Y g q P to accomplish designed thickness should be a maximum of 1 inch. 7 CUSTOM TILE INLAY.SEE ENH , � construction operations. coordinated. ARGEME NTA DE - TAIL B SHEET HEET 3 AND ON- SITE PLAN. 9 2.These sand laying course should be "Ill 11�1 the responsibility I. /� y g of the paving stone installer. 1209.8 TC ,. r n 6 Concrete cre f to sur ace shall s s a be formed with long,a smooth gradients r - to reduce i _ e d s ab 6. Street Improvement 8 rut oveent Plans shall reflect h legend 8 o TALL BATTERED a f t e and nates indicated below.In RE RIVER ROCK PILASTER WITH CUSTOM R g a S O ROUTE 66 CONCRETE RE P P P O c TE CAST. cs . Part III INSTALLATION F O chap es and sharp INTERLOCKING CONCRETE PAVING STONES -:;�'- �:. SEE DETAIL C,SHEET sB.CONTRACTOR TO PROVIDE sxoP DRAWING. g arp transitions. some cases,when details about parkway sizes or utilities are unavailable at the time < of conditioning,options are provided for various situations. It is the Designer's 3.1 Pavers shall be clean and free of foreign materials before installation. 4'-0"TALL BATTERED RIVER ROCK PILASTER WITH CUSTOM ROUTE 66 CONCRETE CAST. 7, All curvilinear walks,curbs,headerboards, and walls shall have a continuous smooth res onsibilit to ascertain the context of the tree 1 n in 1 ' • ,',,• SEE ETA ,, pat g,se act the appropriate tree - DETAIL'I',,SHEET SB.CONTRACTOR TO PROVIDE SHOP DRAWING. inspected y able All forms must be in p cted and approved prior to beginning nr g 3 2 comer or straight edge an proceed forward over , ;.• IO ori Omrt a erroneous In OrrrlatlOn an In V r . W . ' , d y e a n , subsequent f h bd d1 1 g► tP �'>:': :qr r 1 Qwork. f 1 d e g curve ere applicable. s e 0. r rr ern n opt' n n lege Installation s Ion s ou start from a corn 0.I e r P41, : . ® rk, t undisturbed San laying course. (A) �`° LIGHT BOLLARD#CB12R38 CUTOFF DOME,MSB BY ARCHITECT`URAI.AREA LIGHTING 3.3 Paving work shall be plumb,level and true to line and grade; shall be installed properly °;;'fr (714)994-2700 tt 7.Trees sh 11 8. All concrete flatwark to be 4 thick min. and located as shown. Concrete will be of a S a be installed per the notes and legend on this sheet. coincide and align with adjacent work and elvations, All edges must be retained to 12} .1 T '1;. 3 l ( g ; '; 11 STREET TREE PER LANDSCAPE DESIGN NOTE,SEE THIS sxEET. sack mix and maximum water/cement ratio shall be in accordance with ACI 301 and ACI STREET NAME BOTANICAL NAME COMMON NAME MIN. GROW SPACING SIZE QTY. secure the perimeter stones and the sand laying course. 4 318. Maximum slump shall not exceed 4 inches for normal weight concrete if SPACE A.Paving stones should be installed hand tight and level on the undisturbed sand laying 12 SEE ON-SITE LANDSCAPE PLAN FOR PLANTING PLAN,IRRIGATION PLAN AND DETAILS. consolidation is b vibration.A slum not exceeding 5 inches is permitted if consolidation r r. course. Strip lines should be used to hold attain lines .1 -11' y P P FOOTHILL BLVD. Lagerstraemia Crape Myrtle 3 1 S O,c. 24 See g p fie• '' � is b other means. Concrete shall have a compressive strength of 2500 PSI in 28 days.r }.g4.. y P g y &ROCHESTER indica'Muskagee' Hybrid-Lavender Triangular Bax sheet B.A roller Vibrator or Plate Vibrator should be used to Compact the stone and to f g 13 BENCH#BB-28 6 RIBBON SERIES BENCH BY VICTOR STANLEY(800)36$-2573-SEE ON-SITE PLAN, Use of admixture shall be a raved rior to construction and shall be in accardance with AVE-ACTIVITY i , /' / .-_ ► , Pp P Y Spacing 1 of 11 vibrate the sand up into the joints between the stones. '�p '' ;. ` �, 4 , , the ACI 301. Concrete that has been pxetempered by water or cement after concrete has CENTER C. Concrete sand should be spread over the installed paving n 1 STREET TREE GRATE BY MCKINLEY MODEL NO.RS-48X48 OR EQUAL.SEE DETAIL F &H, P p g sto es so that it may be �' P ►► s !,i partially hardened,is not acceptable. Concrete shall never be covered with sheeting of an , SHEETSB. P g Y FOOTHILLBLVD.- Lagerstraemia Crape Myrtle 3 15O.C. 24" See vibrated into fire joints between the stones. ' : , 5 0 `�`'-'. ` kind.Periodic tests of compressive strength of concrete shall be made in accordance with f, d k Lavender/ "' mica Mus e Hybrid- aver e :, r : %.__q .1111.-.-.....1,11 CONCRETE BAER-sEE DETAIL'J�,sIIEET s8 AND ON-sITE PLAN, ACI301 to verify that it meets design requirements.Concrete shall be poured g y - r Box into the joints Or disposed of from the surface area. 15 e ' Sheet Excess sand should b swept a H b 'd D E o e l of l l x.o.w. "`;r continuously,where possible,and thoroughly consolidated by mechanical vibration or E.The completed pav g stone installation should be washed dawn and cleaned t0 provide a other methods in accordance with ACI 301.All finishing shall be in accordance with ACI clean Iris e workmanlike installation. ,/ FOOTHILL BLVD. Rhus lancea African Sumac 5' 20'O.C. 15 See 3;'." 301. .;<, , �/ 15'-0" ;4: urading Notes '-'' °.4-.�^-. ,< 14 AND Formal Callan Sheet 3.4 Cutting of paving tones can be done with either a double bladed breaker or a masonrysaw. ROCHESTER 1 of 11 I 9. Install expansion joints at 10'Q.C. and at corners. (Unless otherwise delineated on plans). AVE. However,when cutting is required in roadways or precision designed areas a masonry saw is recommended. / NMW / FOOTHILL BLVD. Platanus acerifolia Landon Plane Tr 5' .,...:::: Tree 25'0.C. 24 See V,w r 10. All steps shall have handrail per code where rewired. See plan for locations. 'Bloodgood!. a'' f ... -All Landscape areas are to be sloped at a minimum 2% r n goad Informal Box Sheet 115-0 Prunus c.'Krauter Flowering Plum 1 of 11 '' `= % 11. Contractor shall coordinate irrigation sleeve locations under paved areas as required. gradient maximum 2:1. All transitions and grade breaks must be g P vesuvins' ;' smooth, even and rounded,unless otherwise noted. Refer to irrigation plans. ROCHESTER Brachychiton Battle Tree S' 25'Q.C. 24°' See ;% AVE. populneus Informal Box Sheet r 12. If,in the field,scaled dimensions conflict with stated grades and/or elevations,the design 1 of 11 p 24A <E,• f `' ;;t-. -All Paved Pedestrian areas are to be sloped at a minimum 0.5% elevation shall take precedence. f 4'Fr �* STREE 1s'-a' % T ASPHALT PAVEMENT r' f j , ,., /�"�'p (HERRINGBONE PATTERN:TO MATCH � ;`i_ I gradient,maximum 2%crass slope,maxim 5% slope in direction 1 P . - '::':- ►. ,® 3. mar to placing concrete,the Contractor shall sufficiently moisten the subgrade and LANDSCAPE CONSTRUCTION NATES FQR STEET TREES: 4,;> . ' � ,Q _f : , of travel. Slope away from buildings and toward drain. Add drains as provide subgrade preparation per the soils report. ,,,2 BRICK PAVERS,TE COTTA COLOR : - ,,'f needed. CN ;=�� 15-0 4 1.All Street Trees are to be planted in accordance with City Standard Plans. p '=a' p STREETP T ASPHALT PAVEMENT < P r r( 14. All construction shall confo to governing codes and ordinances. _ "P . . , TEXTURING BY SHARIDEN DESIGN -All paved vehicular areas to be sloped at a mini 0.5%gradient, 2,Prior to the Commencement of any planting,an agronomic soils report shall be ASPHALT,, 15. Wall dimensions apply to face of first course or at finish grade. furnished to the Cit Inspector,an unusual toxicities or nutrient deficiencies may (619)445-3611 f maximum S% cross slope,maximum 18% in direction of travel. y P ;; :: y :,�;:;: o re uire backfill soil amendments as determined b the Ci Ins Inspector. ,I NA771�E MArrRrAr 1 CP_ r12'COMPACMD '14 ; Maximum grade break differential to be 10/o. 16. Compliance with ADA Accessibility Standards for materials,finishes,and gradients is the q 9 y ' P responsibility of the contractor where such standards apply. .�� - , I " : I I :. . . � � : .. 'r., 3.All Street Trees are subject to inspection and acceptance by the EngineeringN „ : I .�q-.'� -All drain pipes to be sloped at minimum 0.5% adient. ,'I/ H : : - . 1 r,:: BLDG . _ � --f= i ' 0" p p p 17. The contractor is to comply with all local cedes and ordinances. Division. ; k-/ 3 Q U , ,0 D , v U tlll_� 5p / S t tllop-14 AV-111111 ; 1 0 -Provide sweeps or cleanouts where drain pipe changes direction more 18. Contractor is to notify Landscape Architect 48 hours prior to pouring concrete for a"pre-pour" 4. Street trees are to be planted per public Improvement Plans only. tr tpriat %.... lk.n"A"% "'"urb E ® F ins action of all concrete farms. '�"___ f ,r`r than 90°/a. p f ,.,/.rif riri A ..r». ,FIf � I : X1 and uUttUl urte)ss kicut10111.1 - , fR.O. -Minor rough grade will be required to provide for the proposed hardsca e. q ao",''�` I , 5'-0" pg •~<:r;; I The contractor shall become familiar with the Civil Engineer's rough 1/ r , f P P r. grading plans in order to completely include all minor rough grade and r► g i 5' " 100 6 :: g g t #3 b C : � �111 ' fine radia in he scope of work. ,<. : e 0.r int .� !_ 2 5/� aver a. 401 1. -Install protective fencing around all trees and other existing features which f %'r"/`,�'r% /I /i:',?;'r lie. / . ' ... V. `" r► are to remain. Roots of existing trees are to be protected wherever feasibleDepth (+/- 1 } .. :. , rick Fevers 1/ / 11 t_ ! d 1/ " Radius r f ::r.... and are to be covered with continuously wet burlap if exposed for more 4 'A . ' 411 �. 0 0 0 in I% p 0. .., Zju 1L 1 f ` ► ► ::;_'."` rr . '1 edlum roo FlnlsIn E1A1E=Nr& D " t row'&E "LA" 12-10 than 24 hours. Hand-cut 3 or larger diameter roots of existing trees to a : V. f '5 :. remain to provide a smooth solid and clean exposed end. �• %i :' d-Q *® rid f r f ,tom_: • a. r ' :'� '; -Notify the Landscape Architect and Owner if discrepancies exist between e I A* fid•' - 4 I' Q f 23 r Pt .i'_.'i• 3,iii;r S.iS;,.. ° 4 I„i...I-, iii5'i.6vi;;5;;r'.:.i.. - =,rte • . . . .. Q'4 .i;;;.: ;.:;;,,:.:;;..if;,..:, •`: the lans and actual site conditions. :: f v?t:j r•;)..':�.'';• i{'' /`.'i„fiiir`i:`i I ilii.., Q r" / / ,.. •%$'• .!!%rr/,'.f'JJlliG:f'J�lli sif'/ll/r�iF;l�IFif if,'!/ j / /-'/ :,/ it ii 2'-011 4 i 1 Precast Concrete Cap 1 4 ®. .�® -IPP 12"X12" i 2 �._-.. 211 ' 4:' 1 Precast Concrete Cap-#Q E24PC By Quickcrete TILE INLAY (909)737-6240.Color to be C-1,T-2 Finish •'a a 2 Custom Concrete Cast-Route 66 Classic Roadway CUSTOM ROUTE Custom Concrete Gast : ; °: sign. Sign to be 18"Wx18"H by Quickcrete.Contact: 1 ►1 1 rr Linney Smith(951)741-5269.Sign Installation per TILE Contractor Shop Drawings.Color to be C9'Mission White' CUSTOM 24"X24" TILE INLAY Battered Stone Pilaster to be constructed from 16x8xl6 Column 1 -011INLAY a�A r block with River Rock Veneer.Provide 12:1 Battered on all 4 sides. 8 Install masonry ties as required.Larger stones at bottom,smaller stone 81-011 a ' at top.River Rocks to be 1.5 cu/ft.max.and z cu/ft.min. 1_ P1 �/ 3 -Off Q00 Colored Concrete Base',4'Sq.w/1/2"R edges at all Sides.Color to be / Q ii • p #52 4 Summer Beige"byL M L.M. Scofield.1d.Light t Broom Finish,Provide Rock Natural i' �%1�•' f i.,`.<f<-r/�r/f/ l!1�.:,•�l / , tooled control joint @ 16 o.c. Stone 1n1S1 Ise1/ Max. Grout Joints 5 Ad'.Pavia with Ex Joints Color to be Determined Slope to _ , .":' � • ':' 6 Concrete Footing , ..,. :.,...; �`' :• ../.' ,::� ;f%/f;. a ::' r� Drain f/, :r.:!•.�r:�,::,;;; ., .•�` ,. ':;> ::��/:,� ►P 7 Concrete Batted Build-out as Required 3/4 Ick Ceramic The <� it r/� �r! rrrr 77 :....:,..: :..�\,__^e^� 11 '•' 7 .^:' .... .. a .,.�_...r.:;...z,••.•:C ..s 5 ;.• :•:f/%rrfrfir� % #4 Rebar Wrap Top,Middle and Bottom Concrete an -011 8 1 Max. me ' • .,.,.;}_...:.•.:•:. .�'. _... Q .:...,,...,..,.�,•�.:.,..•s...,.,.•-_.•n.:..:..-...... 94 ., .. ., :':' ::?:�.r..r/'f!r.l'::':i„:s:�r:.;r,/.�r.:i/.rr's:... .•✓ r/•f�rr' r:r!.>:.s'::•i:?�.f....�lr//r.• .::.;..:.1Concrete ase where Ccrs#3 Vertical Rebar� Each corner P1 .:,l/,.r,.•. n. d ��"�/� ii/::!�::is J ///r ':!}:i:4:•}i:fir. •!/ 5 .. '• a �r,.,. .• ;....•.-'.'•,. ...,,r_,•..s,`:..:., .,..;. _. ., .:'", />ri•:`?�.: ,..i.,5 �r///fifr '�!.-,•<:r' ::%iiii,ri./.:: i�::::;:•..r:5:.r::;w''��r: r ff/f„1.> ;:.'//n�lrr'' r ! .....::......::... ••a, ...;'......;;:...... .;:.:;:>ss:>;! �lffi%ff f' >/rrfr ► tt 4.v 4,., .rf'irriririi`.' 'r.;'!r >�:::' ':' :�i•;''u ,f r ! ; ,.. '•• d �_.•,,.____.•,•.._... .•. •;" :�' .,• 11 ::,,;:.:;: f rrr r•r:.•' -r / / 11((.•4 a :,::: ;> .+• ..._. t. •., . rix:::::::>;:.:r /! !;, rrrr.: G//r1/G • •r. .a � .... .... .. •. a •`:• ,•,•.,•, .,..:• ./ ...S,,.... s .:, r'�" ,..:.,. A h.. K 9 •ti•`,a t MaN .r R°' �•, .1i�4r.ir'rri..'Fr'i•"t!•'?l:i::iriiir%%.:10% ... .'lr.•!!:.:rrr:r•:r:r•>r:r•r % Compacted >!:!:!�!.•.,•rrr•:.:.•>!:r•:rrr.r!:.. - - - �11—III�II 11I III II II f. :f ic Subgrade -011 11. 1. � ►r Concrete Base 4 Cale: 1/2" = F-Of' 11 -% L Uut B- i liu, N.T.S. A M lvcw �y 8'-0" "all ""le-tster ArtwNrk qyT %etam #3 Rebar Continuous in Nose 8t1X$,f Key 2"Clear @ Each Cold Joint 1/2"Radius 3 Rebar @ 12"Q.C.Each Way Finish Per Plan #4 Rebar Continuous in Nose Finish Grade 2"Clear @ Each Cold Joint Expansion Joint 6"x 6" 10 Gauge Wire Mesh 12°'X12"Key •---- _. lit Expansion Join a -4 Adjacent Paving- 8' --Finish Per Plan Wide Stamped Concrete Paving- t1 •n bone Pattern 1211 Jac l I�I I I®I I I 4 4 4 4 Concrete-Se �' 4: ff Paving See Plan for X11 _ _ e e IIIIIIIIIIIIII 4 4, y� .4 ..y SU.11a�:r Treatment d a Q � Q4 /wr ..�-.� 1 Double rick and- Standard � i r4: 4r a' . � 4 'g. 4 ,® n le Iran rate Edge with I 6P Co n c rete 6 Paving4 Red rick 4 L101 4' . r # ear Into U slab 2 Deep Compacted and Base 811 1 4 Cast Iron Tree Grate —I 11-1 I l=1 I I—III -- _ ff —�I- III ILayer -4 .!4♦ :..., r 6 Fini re -- - - - ' : •r F a .e , .. „ River Sand if Re qui r� 8•.,,,,r --1 - - - i River e Sand n if Requiredu it e dQfLayer Washed 20 Mn aced Subgrade b Geo Soil Report [[ e -i =III—i fr d Q 8 r i� f a f I rt ,,.... .....t ...... ...... ..... ...... ............. ..... ............:,...,... .. . ..,,..,,....,..,.,,, ,....,,,.....,...,:,,,^....,,,,...,...:....• ,..i.•.,",%.',..,...,r:.r'Fr..".%:i'r'. O4 - - - - 24 Min, y Geo Soil Report s" ;...r . : -: 1 8 #3 Rebar @ 12" C.Q.C. Each. Way � - 4" Thick Concrete Sub-base Non-Expansive Soil ®�a CO acts ads Nan-Expansive Soil •T• • N.T. • • • S. N.T.S.Band with St (A Pavill 'truu ki U T r 1 ing 1 MW ri k ' and U& 'rat,-% e%do-%sJ * an 'av* D,--,&ta*l 48'-0" Square Tree Grate By McKinley Model No. RS-48"x48" or Alhambra Foundry A-232 ( 8" Sc.u e) . 100 11-411le Precast Concrete Cap-#Q E24PC By Quickcrete P P1 (909)737-6240.Color to be C-1,T-2 Finish 411 lVl2 Custom Concrete Cast-Route 66 Classic Roadway f9 1 Sign.Sign to be 12"Wxl2"H by Quickcrete.Contact: _,...._.:: . _ ............... _______ Linney Smith(951)741-5269.Sign Installation per ......... ... ... 8 Contractor Shop Drawings.Color to be C9'Mission White' 1P1F `r r 2r1 7 (3 Battered Stone Pilaster to be constructed from 12x8xl2 Column _._r.._-._ block with River Rock Veneer.Provide 12:1 Battered on all 4 sides. :. 2 Install masonry ties as required.Larger stones at bottom,smaller stone 41_01P r� at top.River Rocks to be 1.5 cu/ft.max.and cu/ft.min. ------------- (BOLLARD _..._.._ _ TO HAVE CAST f; STONE LIGHT SANDBLAST FINISH&S-3 WHITE BY: `�; ::e ' s' 3 Colored Concrete Base;2'Sq.w/1/2"R edges at all sides.Color to be .............. f CUSTOM PRECAST DURA ART STONE DI4 #5234"Summer Beige"by L.M.Scofield.Light Broom Finish.Provide ._.. ._...-. r_ 11 CONCRETE BOLLARD (800)821-1120 4 tooled control jointa 16"Q.C. ----------------- 4" 2" 3 rim A'R wL%)%`0 a 3 C A Irm"'NE rFm%LA'NL 2" A.CONCRETE a r FILLED TUBULAR ......C STEEL RAIL SEE J 5 Adj.Paving with Exp.Joints s PLAN FOR o e ....._---- 1'.0"T LOCATION •o'` it Concrete Footing .......... ......... .......................... • 0 Concrete Batted Build-out as Required FINISH 1,0,. d°•a ® 4 _._....... GRADE Z P ®P1 , •® a a Rebar Wrap To Middle and Bottom CITY 8 #4 , DESCRIPTION OF REVISION DATE , . 9 p� p , ; ; 4,° APPROVED i;:. ;;£ ;ir :.';.: 90%COMPACTED 9 4 #3 Vertical Rebar Each comer ti'.• SUB GRADE,RADE :, a :•;fl::;i i;%% "6 :r'sr; ft 0 C 11 1**Vm% C I I A i;;.`%i'�rfv rr�s�r/.i;/.`s%; •ivy;.::% r:�crrf:•r`�%`%rf: 1® PP r:i;r.:%i;f vi;,:%i;/.% i;% :f.:v;.t i%i.•.:iM:vrtti;%�: I T U N Hu UuA Double ow rickBand- Standard Redrick z"3UREET IMPROm"VEMBONT RPLAIN PM 175�14 Cale: 1/4" = F-011 Cale: 1/2" = F-011N EUO� F 0"" A 0 T Ono I L L Em 3" ,0 U11 L E V A mv R' F 0 um'6' & A & 5 r-%, W-W& &� fN NIL ff 'I Ino Z 5 K U NO NE f-%-"Ae7% T T tAIN LJ Muum mE0m"6TErw% AVEL a . -'s lCk Band TLICU ki WIL all ' *h% StC-%;-1&0 t r* rat_ t arre 1- 4 JL JL U . . I" APPROVED BY DATE CITY ENGINEER R.C.E. 24953 f I IGGS DESIGN 305 N.Harbor Blvd,Suite 218 RECOMMENDED Underground A161 71 Fullerton,California 92832 Z, ORE r®G V%Ab 716 TEMPORARY BENCHMARK - CITY OF These documents are subject to chane due to public agency comment, 0 20 0 Tel: (714)680-0417 Q o I® RANCHO CUCAMONGA DRAWN Fax: (714)871-5197 SHEET % 1" IRON PIPE IN AC PAVEMENT AT THE client-requested revisions, and in-house review, and are therefore, a o E ®S o s ®G 4 N Email: emdes-lal@pacbell.net t► CENTERLINE INTERSECTION OF FOOTHILL NOT ACCEPTABLE FOR BIDDING OR CONSTRUCTION. OF 22%7—2 6 0`U^ BOULEVARD AND ROCHESTER AVENUE The landscape Architect is not responsible for contract bids SCALE: 1" =2Q'-a" CHECKED DRAWING No. TWO WORKING DAYS BEFORE YOU DIG ELEVATION: 1207.36 (ft) or project construction made from any document bearing this nate, RLA Na.: �os8 DATE: FILE No.: - 2?15 3 File: C:\Documents and Settings Lisa Desktop projects Victoria Promenade streetscape NEC current HS2•dwg Aug 31, 2007 -' : Dam Lisa EXISTING 77+00 EXISTING 79+50 N'LY S'LY EXISTING EXISTING R/W � R/W N'LY S'LY 76.00 50.00 13.00'R/W 60.00' 50.00' R/W 70.53' 20.59' 64.72' . . . . . : _ w_ . ■ . . ._� .. _.w . . . . . . . . EXISTING EXISTING 9.00 6.01 5.59' 75+00 . .. . . . . . . 0.44ST1208 - C&GNLY SLY 2.35%} � 6��} ExIR/W R/W 13 .48%76.00' 62.00' 1208 1208 . . . . . . . . . .(3.60%) 02.88%). EXIST L � TI - ------- - - . : �. . :. r . _ � z .�0.50' 10.0 65.50' 4 . �'O , c° ► 1204 _C\j ' - 1204 E' `� -- I 1. 1 I I 53 5. G.B.- 48.11' 1204 , ��4 . 52.89. 1204 . . . . . . . . . . . . . . . . . . S i -80 -6a 4 -40 -20 0 20 40 60 -80 -60 -40 -20 0 20 40 60 80 p 1208 : _ : (1..34 ) . °. : 0.96°i°)._ . ...mm :_ 1208 _ �..._ - .. w..w. EXIST . 7 �p C&G , gCjy. 'k FS $ -'$ �-.$X4+.$3�-'.$ 5` 41.71' C:) L_� N 1204 . . . . . . . . 3 . . . 4 . . 1204 -80 -60 -40 -20 0 20 40 60 80 80+00 EXISTING 77+50 EXISTING N'LY S'LY R/W R/W EXISTING EXISTING EXISTING 76.00 50.00 13' S/W N'LY S'LY ESMT !R / 66.68 13.00 /W 60.00 50.00 R W 63.33' i. 21.89' G.B. 50.57' 7.57' 6.0 8.32' EXISTING 75+50 EXISTING I 1208 : '. ' . . . . . ..-. ,.._. ...-.m (_1:65% EXIST . 1208 • I ' , (2.35%) ) N'LY SLY . • 5 , . . m . 3 19% R/W R W 1208 I 13 3 . • .o. 1.28% . -1--s . . . EXIST . ' 1208 : : .. : : : : : : 4. 0% S C&G 76.00' 60.00' / I )_._.. w-. . (mm - .}.., m_� -. . (-3 1° M y_1 _ ' a 1204 : '. r - . . ._. 1204 CN c>cli 0.5010.00 65.50' �p. . . . . . 1204 . �`L . 51.50. " 11204 G -80 -60 4 -40 -20 20 40 60 80 -80 60 40 20 0 20 40 60 80 - 5 . . . . . . . 3 : = 1 }. 1208 1208 7 .85% (0.85% „ . . :°) EXIST C=) ._ �-2.97° I 17 N mm C&G o 7 ..9 �__s I 60.80 . . . . . . . . . . . EXISTING 78�' a EXISTING is -80 - -40 -20 0 20 40 60 N'LY S'LY -60 R/W 76.00' 50.00' R/W 80+50 F: 7.00' 63.00' EXISTING EXISTING EXISTING 5.50' 47.20' 13' S/W N'LY S'LY ESMT R/W R/W 13.00' 60.00' 50.00' EXISTING EXISTING � ° `a s � �°' . 5 76 76+00 1208 : I. .s ro. N'LY SLY ® 1.89%: . . . .2.52%} a._ _. - (-2:74�. EXIST . ! 1208 23.03 R/W R/Wm '_..--... '��' I - (_ 1 .: C&G, ' 4.75' 6.00' 12.28' 76.00' 50.00' : b- . _ : w f 1208 (2.75%} %) EXIST 1208 •mow I C&G 0.50' 10.00' 65.50' 1204 ° �,`Uq d' .5.1.00. . -� _,-- 1204 , NC:) � -: ` CC)Q ..� . ..., . . . . . . . . . . . . 1204 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ._ 1204 -80 -60 -40 -20 a 20 40 60 80 -80 -60 -40 -20 0 20 40 60 80 • . . • 1208 (2.53/°) EXIST 1208 _.0&G 7 'coCD I 4 1204 I. " . . . . . . . . 11204 -80 -60 -40 -20 0 20 40 78+50 EXISTING EXISTING N'LY S'LY R/W R/W 81 +00 73.00 50.00 / 1.92' 10.00' 61.08' EXISTING EXISTING EXISTING 1 13' S/W N'LY S'LY 53.46' ESMT R/W R/W G.B. . . . . .36.73' . . . . . . . 13.00 60.00 50.00 EXISTING 7 +5a EXISTING 3.00% , ' ' .. �. sd' . :q`�' ° �, ! . . . . : 1208 . 24.31 N'LY SLY 1208 1`.57 p _. . , . EXIST 3.26 6.00 15.05 > 5 `,6, , i i 1208 (-3.49%) EXIST 76.00 50.00 p -MJ • 1208 7 C&G �`Lq 39:88' -'� .. 0.50' 10.00' 65.50' 1204 '. co a : I _ _ _. _. ,: 1204 .. . 3 4 i� • :M. . . . . . . . . . . . . . 120 204 - 1 -80 -60 -40 -20 0 20 40 60 80 -80 -60 -40 -20 0 20 40 60 80 ■ 1208 : _ 1208 ..- (2.08%) _..-_. ..-, _._ (-3,81%) EXIST co GRAPHIC SCALE 1204 I. . . . . . . . . . . . . . . . . . ' 11204 0 1 1 1 -80 -60 -40 -20 0 20 40 79+00 EXISTING EXISTING DESCRIPTION OF REVISION DATE CITY N'LY S'LY ( IN FEET } APPROVED R/W R/W 1 inch = 20 ft. 73.00' 50.00' Y U C%HUAON%k UA M Ao' 0' 0 A#m%AU KA No A - CT 10► CAL 1:50' . 1.7.89' . . . . 53.61 r. ' . . . . . . . . . HORIZONTAL: 1"=201 ILLBOULEVARD ° VERTICAL: 1"=5' 1208 : • : LL 1208 . 17594 (1..57%) r t ( 1.94%) . EXISTCG b U U IN ° L I S .. : -. . M; - - . . . . . . . . .. C r R 0 S"k E '0 T I 1204 : I co _ .... . - 1204 75+00 1 �' N IY i . . . . . . . . 1r , APPROVED BY DATE?__!:/i_!!z -80 -60 -40 -20 0 20 40 60 80 f CITY ENGINEER R.C.E. 24953 UndergroundServiceAlert BENCH MARK DESIGN Associatedn i n RECOMMENDED ORE �o �, g4 6 RBS1*1106" TEMPORARY BENCHMARK - CITY OF 69 3311 E. SHELBY STREET ONTARIO, CALIFORNIA 91764 IIS RANCHO GUCAMONGAor e p. DRAWN Voice: (909) 980-1982 Fax: (909) 941-0891 SHEET G) 1" IRON PIPE IN AC PAVEMENT AT THE r crv►w RBS ►�►� 1-° CENTERLINE INTERSECTION OF FOOTHILL F CAS,® 6 OF 9 _, BOULEVARD AND ROCHESTER AVENUE CHECKED DRAWING No. TWO WORKING DAYS BEFORE YOU DIG ELEVATION: 12Q7.36 (ft) JDM RCE No.: 64696 1 DAT : ember 2006 FILE No.: 05102A File: L: 2005 05102-A DWG SHEET VICTORIA_ONLY 06-ST.dwg Aug 30, 2007 - 9: 20am ericm This plan is copyrighted by Associated Engineers, Inc. - 2007 83+5a EXISTING EXISTING EXISTING EXISTING EXISTING 13' S/W N'LY S'LY N'LY 86+00 S'LY ESMT �R/W R/W R/W R/W 13.00 60.00 50.00 60.00 50.00 46.55' 49.62' 81 +50 EXISTING EXISTING EXISTING 4 30.00' 46.24' 13' S/W N'LY S'LY 4 30.00' ESMT R/W R/W 5 13.00' 60.00' 50.00' . , 1208 13 (2.01°k). .-.- . . ..; -_ .- . (_2.19%} C& . : 1208 1208 2 .) . - 120 . EXIT 1 g 49.32 �.._... ) -2 0 2.94% _.. i _. --. _ .._ G 1 2 8 %- �. _ C&ST I 1 3.5 Q 45.82co r _. CD CIQ . . . . . . . . . . . . 1204 �q, " . 1204 1204 O`o' S '_ . 1204 -80 -60 -40 3 -20 0 20 40 60 80 -60�� -40 3 -20 0 20 40 1208 1. 1 5 ° - . 1 : 1208 (2.88/o} _-..-. _. ) EXIST. 3.10% _.. _. (-3,49% C&G 1 2.00 r 1204 1. 1 1204 3 -80 -60 -40 -20 0 20 40 60 80 84+00 EXISTING EXISTING EXISTING STREET IMPROVEMENTS 0 CONSTRUCT 8" PCC CURB AND GUTTER, TYPE A2-8 PER CITY OF 13' S/W N'LY R/WS'LY RANCHO CUCAMONGA STANDARD PLAN NO. 104 ESMT R/W R/W 13.00' 60.00' 50.00' ('�� 0 CONSTRUCT 8" PCC CURB ONLY, TYPE A1-8 PER CITY OF RANCHO 46.36' CUCAMONGA STANDARD PLAN NO. 104 82+00 4 30.00' 3 PLACE 8" AC PAVEMENT OVER 10" CLASS 2 AGGREGATE BASE EXISTING EXISTING EXISTING `•-�' (FINAL PAVEMENT STRUCTURAL SECTION PER APPROVED SOILS 13' S/W N'LY S'LY . . . RECOMMENDATION). SEE CITY GENERAL NOTES 9 & 10, LATEST I'! ESMT R/W R/W 13.00' 60.00' 50.00' S EDITION. FINISH COURSE OF 0.13' ARHM 1208 EXIST. 13 (2.�4%) E - °) C&G 1 1208 47.39 ' -._ --12.00%� 2.6 5% _ - 02.33/o _. i SAWCUT AND REMOVE EXISTING AC PAVING 4 t �� g� 6' . Q REMOVE EXISTING PCC CURB AND GUTTER ' 43.11 _ ` r�„ 9 Q r 1204 '.\ . . . 1204 0 CONSTRUCT LOCAL DEPRESSION, CASE "A", PER CITY OF RANCHO -80 -60 -40 -20 0 20 40 60 80 CUCAMONGA STANDARD PLAN NO. 307 4' 1208 : . . . . . . 3.21%: ,_ _ EXIST. 1208 -1 .._ (2.87%} . . M.. .-�._ ... _(-3.17%) 1 Q CONSTRUCT 4" PCC SIDEWALK PER CITY OF RANCHO CUCAMONGA C&G ,Mm STANDARD PLAN NO. 114 W=6' WHEN CURB ADJACENT. A cod' p6' Q ._ µ • � CONSTRUCT ACCESS RAMP PER CITY OF RANCHO CUCAMONGA 1204 1204 STANDARD PLAN NO. 102 -80 -60 3 -40 -20 0 20 40 60 80 CONSTRUCT CURB OPENING GRATED CATCH BASIN PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 301, W & V PER PLAN EXISTING 9A` CONSTRUCT CURB OPENING CATCH BASIN WITH GRATED INLET PER EXISTING N'LY SLY CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 302, W & V R/W 84+50 R/W PER PLAN 60.00 50.00 1O INSTALL STREET TREE PER LEGEND AND NOTES ON SHEET 1 : 2.40' 57.60' , 11 RELOCATE POWER POLE BY SOUTHERN CALIFORNIA EDISON; PAID 82+50 46.15 FOR AND COORDINATED BY DEVELOPER EXISTING EXISTING 4 30.00' 12 PLACE 8" PCC PAVEMENT RIGHT HAND TURN LANE PER CITY OF N'LY SLY4. RANCHO CUCAMONGA STANDARD PLAN NO. 119 R/W 60.00' 50.00' R/W fg 2 13 CONSTRUCT COMMERCIAL DRIVE APPROACH PER CITY OF RANCHO 12.97' 1208 : 12 ° -_. _ EXIST. 1208 CUCAMONGA STANDARD NO. PLAN 101, TYPE co ., __.. _ , 2.74/o} - k . . _(`2.84°!0) C&G 1 3.56% _ . I® _ .5:00' 7.9.7'. �: -. BY SOUTHERN CALIFORNIA EDISON PAID 06, _ 14 RELOCATE STREET LIGHT, , i� tr g opt,t, ` 'c��. FOR AND COORDINATED BY DEVELOPER (2.42°/a) . = EXIST. 1208 1204 . . . . ,�. 1204 1208 = .. H- 0 1 -80 -60 -40 3 -20 0 20 40 60 3.150 C&G 15 RELOCATE UTILITY APPURTENANCE PER AGENCY DIRECTION i 1 o 16 CONSTRUCT DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA r t 7 C=> w w . STANDARD NO. PLAN 101, TYPE R-1 1204 . . . . . . . . . . . . . . . . 1204 » „ -8a -6a -40 -20 0 20 40 60 80 17 CONSTRUCT LOCAL DEPRESSION CASE B PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 307 ; 18 PLACE 5" AC PAVEMENT OVER 6" CLASS 2 AGGREGATE BASE EXISTING EXISTING 1 g CONSTRUCT 6" PCC CURB AND GUTTER, TYPE A2-6 PER CITY OF N'LY S'LY RANCHO CUCAMONGA STANDARD PLAN NO. 104 85+00 R/W 60.00' 50.00' R/W 20 INSTALL 5,800 LUMEN HPSV STREET LIGHT BY SOUTHERN CALIFORNIA EDISON; PAID FOR AND COORDINATED BY DEVELOPER 2.40' 57.60' 83+00 46.30' `F:) GRIND EXISTING PAVEMENT EDGE AND OVERLAY WITH AC PAVEMENT EXISTING EXISTING CAP PER APPROVED SOILS REPORT 4 30.00' N'LY S'LY - 0 INSTALL 16,000 LUMEN HPSV STREET LIGHT BY SOUTHERN R/W 60.00, 50.00, R/W CALIFORNIA EDISON; PAID FOR AND COORDINATED BY DEVELOPER 13.05' 1208 . 2 12 ° _% N 2.7 o EXIST - 1208 NOT USED (2.56/} - r ( 6/0) C&G 1 } q� Z.bO% x•43% T i _ _ _ ._- .: ..._ k 1 -5.00' 8.0.5 .. q -4 Rin 6'�s 1208 -2.60%) - EXIST 1208 120 80 4 0 20 40 1204 .m.....,�..- � � � (2.1'1%} . � .-..w._.-._t `l. . .( 4- �, -. .. .- _u C&G 1 -6Q a 3 -2 a LJ 7 o E 1204 Y . . . . . . . 1204 GRAPHIC SCALE -80 -60 -40 -20 0 20 40 60 80 o 10 20 40 DESCRIPTION OF REVISION DATE CITY EXISTING EXISTING 11111111111 APPROVED N'LY S'LY 7- R/W ff rmm% A Pmllb2 0 C A K 60.00' 85+50 50.00' R/W ( IN FEET ) i Inn = 20 �t. CITY UF KANU"HOU"Alk UU AMmONG'A 2.40' 57.60' 46.30' -SECTION SCALE: ILL BOULEVARD 4 30.00' HORIZONTAL: 111=20' . 17594 1208 .2 . . . . . . . . . 7% �- -�.-: . . , . . , . . . . EXIST. 1208 IVERTICAL: 1"=5' %' ECTIAN" __.. .. .. _... .._ UKUS% %5 U %5 12 (2 . } .� - (-2.58%) C&G , -.-Z-00- 74% Ll _- E Q, � i o�. i _ L i STA81 +50 TO O 7 CNv 1204 . . . . ( q� 5 1204 Asa APPROVED BY DATE -80 -& -40 3 -2a 0 20 4a �� '' � � � CITY ENGINEER '' R.C.E. 24953 ow- 304 Underground Service Alert BENCH MARK w � aX DESIGN RECOMMENDED FORERBS Associated Engineers �� Yo TEMPORARY BENCHMARK - CITY OF No..W3OM ® 3311 E. SHELBY STREET ONTARIO,.CALIFORNIA 91764 G DRAWN Voice: (909) 980-1982 Fox: (909) 941-0891 SHEET ll� TOLL RANCHO CUCAMONGA �► c�vrr. 1" IRON PIPE IN AC PAVEMENT AT THE F RBS rr►� 1- CENTERLINE INTERSECTION OF FOOTHILL 7 OF 9 227-2600 BOULEVARD AND ROCHESTER AVENUE CHECKED DRAWING No. CE No.: 64696 TWO WORKING DAYS BEFORE YOU DIG ELEVATION: 1207.36 (ft) JDM DATE: ber 2006 RILE No.: 051102A 2153 File: L: 2005 05102-A DWG SHEET VICTORIA_ONLY 07-ST.dwg Aug 30, 2007 - 9: 22am ericm This plan is copyrighted by Associated Engineers, Inc. - 2007 EXISTING EXISTING W'LY E'LY EXISTING EXISTING R/W 63.00 10 R 50.00 /W W'LY ELY 33.11 1 R/W 63.00' 13+00 50.00' R/W -- STREET I CSV NTS 950 30.54' . 32.58' 32. 4 0 CONSTRUCT 8" PCC CURB AND GUTTER, TYPE A2-8 PER CITY OF 26.87' 4 � ' RANCHO CUCAMONGA STANDARD PLAN NO. 104 0 1212 1212 �:.i CONSTRUCT 8" PCC CURB ONLY, TYPE A1-8 PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 104 �... . EXIST 12 ... a .. . (0.92%) _ ° 4.06 : _ • BASE 2 . , _ ........, ._. ... .EXIST ,.. _ . _ . . . _. _ 12x8 _ 32°i°) 1208 1 . . . N y . ' 3 PLACE 8" AC PAVEMENT OVER 10 CLASS 2 AGGREGATE 1 58/o) ( 1. (FINAL PAVEMENT STRUCTURAL SECTION PER APPROVED SOILS co ' __. 1208 : : : I _ : : : : = � 1208 RECOMMENDATION). SEE CITY GENERAL NOTES 9 & 10, LATEST c> O 7 C= -; Y ��, Y o 5 EDITION. FINISH COURSE OF 0.13' ARHM -8Q -60 -40 -2o a 20 40 60 80 -80 -60 -40 -20 0 20 40 SAWCUT AND REMOVE EXISTING AC PAVING O REMOVE EXISTING PCC CURB AND GUTTER (D CONSTRUCT LOCAL DEPRESSION, CASE "A", PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 307 7� CONSTRUCT 4" PCC SIDEWALK PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 114 (W=6' WHEN CURB ADJACENT.) CONSTRUCT ACCESS RAMP PER CITY OF RANCHO CUCAMONGA EXISTING EXISTING EXISTING STANDARD PLAN NO. 102 EXISTING W'LY E'LY W'LY E'LY R/W R/W 63.00' 50.00' R/W CONSTRUCT CURB OPENING GRATED CATCH BASIN PER CITY OF R/W 63.00 12+00 53.00 POSED PRO1 RANCHO CUCAMONGA STANDARD PLAN N0, 3011 W & V PER PLAN 50.00 3} S/W 32.00 1 ESMT 4 , 9A CONSTRUCT CURB OPENING CATCH BASIN WITH GRATED INLET PER 43.00 t� '00 12.00 CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 302, W & V 4 9.54' , PER PLAN . . . . . 25.00' . I I . . 1212 1 EXIST ° —2.75% 1 , 1212 10 INSTALL STREET TREE PER LEGEND AND NATES ON SHEET ° C8cGEXIST 1.32 - ,... GBcG (1..49/°} _ .�,_.... .�...� �_..� m_.`-1..55/°) .... r.. . mm _ . 1208 - . I .. _._. 1.45% . :. 4. (1.47°° mM I ' 11 RELOCATE POWER POLE BY SOUTHERN CALIFORNIA EDISON; PAID 1208 I -- FOR AND COORDINATED BY DEVELOPER 1coO I - ' Q '�`�'. ? 12a8 : : : : : a . �� • '.�,f 7 1208 5 1 1 3 5 12 PLACE 8" PCC PAVEMENT RIGHT HAND TURN LANE PER CITY OF 3 . RANCHO CUCAMONGA STANDARD PLAN NO. 119 1204 1204 -80 -60 -40 -20 0 20 40 60 -80 -60 -40 -20 0 20 40 13 CONSTRUCT COMMERCIAL DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA STANDARD NO. PLAN 101, TYPE "C" G RELOCATE STREET LIGHT, BY SOUTHERN CALIFORNIA EDISON, PAID FOR AND COORDINATED BY DEVELOPER 15 RELOCATE UTILITY APPURTENANCE PER AGENCY DIRECTION 16 CONSTRUCT DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA STANDARD NO. PLAN 101, TYPE "R-1" 17 CONSTRUCT LOCAL DEPRESSION CASE "B" PER CITY OF RANCHO EXISTING EXISTING CUCAMONGA STANDARD PLAN NO. 307 W'LY E'LY R/W 63.00' 12+50 53.00' R/W 18 PLACE 5" AC PAVEMENT OVER 6" CLASS 2 AGGREGATE BASE 50.00' 1 g CONSTRUCT 6" PCC CURB AND GUTTER, TYPE A2-6 PER CITY OF 43.00' 1 9.50' PROPOSED RANCHO CUCAMONGA STANDARD PLAN NO. 104 25.00' 4 3 S/W 20 INSTALL 5,800 LUMEN HPSV STREET LIGHT BY SOUTHERN ESMT CALIFORNIA EDISON, PAID FOR AND COORDINATED BY DEVELOPER 1210 .EXIST. -2.757,. 1 1210 66 PAVEMENT EDGE AND OVERLAY WITH AC PAVEMENT .. _. C8cG (1. °1°} � .(-1,28%) .m ° O��j GRIND EXISTING ' _ `�— qac CAP PER APPROVED SOILS REPORT 1208 - � 1208 ; O� C14 N 7 5 INSTALL 16,000 LUMEN HPSV STREET LIGHT BY SOUTHERN `r � 1206 - 3 1206 ® CALIFORNIA EDISON; PAID FOR AND COORDINATED BY DEVELOPER -80 -60 -40 -20 0 20 40 NOT USED STA. 77+70.18 INSTALL CATCH BASIN PER RANCHO CUCAMONGA DWG. NO. 301 W=7.00'7 V=5.00' REMOVE EXIST. GRAPHIC SCALE REMOVED EXISTCATCH BASIN; INSTALLED NEW ATC CATCH AIN rINSTALL I RCP ( O - L ) C ; SEE SHEETS 2 AND 8 7- 06 0� (KE CL F LIGHT ) 0 1,.• o 10 20 ao IZEVISE0 0 /0-z TY ( IN FEET ) DESCRIPTION OF REVISION DATE APPROVED CUT, ABANDON IN PLACE AN K A 0%U O� A SLURRY SEAL EXIST. S.D. LI 1 inch = 20 ft. %Y'f 0 F r A N U`'N' 0 O'k U U A M 0 INKS A 96"SD 9 'S X- CTIA SCALE: HORIZONTAL: 1"=20' ROCHESTER AVENUE 96�' STORIVI DRAINLINE PER CONNECT T XIST. 9 "S.D. PER CASE VERTICAL: 1"=5' PARCEL MAP 17594 RANCHO CUCAMONGA WG.NO. 3 OF RANCHO CUCAMONGA DWG. NO. 328 'T10" ' 1418-8 116. INV. — ► 13 S-D. CKU116%,15 SEU IN6 CII I. fI V.)— S.D. 18" RCP CONNECTION11 13+50 NOT TO SCALE QFMU-4 2, APPROVED BY DATE • CITY ENGINEER R.C.E. 24953 DESIGNSC1C1 II'1 r RECOMMENDED Underground ServiceAlert BENCH MARK o.64696 RBS ` 11�001 EXP.0613OM9 3311 E . SHELBY STREET ONTARIO, CALIFORNIA 91764 e�FORe yo TEMPORARY BENCHMARK — CITY OF Voice: (909) 980-1982 Fax: (909) 941-0891 SHEET o II: TOLL RANCHO CUCAMONGA ctvt�. DRAWN � �� _ OF: `® RBS OF 9 (�((D 1 IRON PIPE IN AC PAVEMENT AT THE �►►0 1® CENTERLINE INTERSECTION OF FOOTHILL CHECKED DRAWING No. ® BOULEVARD AND ROCHESTER AVENUE ELEVATION: 1207.36 ft DAT : 2006 RCE No.: 2153 JDM ember FILE No.: 05102A TWO WORKING DAYS BEFORE YOU DIG This plan is copyrighted by Associated Engineers, Inc. — 2007 File: L: 2005 05102—A DWG SHEET VICTORIA_ONLY 08—ST.dwg Aug 31, 2007 — 4: 38pm ericm