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HomeMy WebLinkAbout1862 SHEET 1 OF 4 SHEETS GENERAL NOTES NOTES LEGEND: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD PLANS OF THE CITY OF RANCHO 1. THE EASEMENT AND OTHER TITLE DATA SHOWN HEREON CORRESPOND TO FIRST SYMBOL: DESCRIPTION: SYMBOL: DESCRIPTION: CUCAMONGA AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, AMERICAN TITLE INSURANCE COMPANY ORDER NO. SR 432237-1-12 DATED OCTOBER 24, AND OTHER STANDARD PLANS AS SPECIFIED IN THE PLANS. 2002. NO RESPONSIBILITY FOR COMPLETENESS, ACCURACY OR CONTENT OF SAID TITLE REPORT IS ASSUMED BY SURVEY. 2. NOTHING IN THESE PLANS SHALL RELIEVE THE CONTRACTOR FROM OBTAINING PERMITS AS REQUIRED EXISTING FIRE HYDRANT TC TOP OF CURB BY THE CITY OF RANCHO CUCAMONGA MUNICIPAL CODE. 2. THIS ALTA SURVEY WAS PREPARED AT THE REQUEST OF McDONALD'S CORPORATION AND FIRST AMERICAN TITLE INSURANCE COMPANY TO BE UTILIZED FOR EXISTING LIGHT STANDARD FS FINISH SURFACE 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE ISSUANCE OF A POLICY OF TITLE INSURANCE. NO RESPONSIBILITY WILL BE THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE ACCEPTED BY NASLAND ENGINEERING FOR THE SUBSEQUENT UNAUTHORIZED USE OF EXISTING WATER VALVE FL FLOWLINE OF GUTTER/SWALE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT THE INFORMATION PROVIDED BY THIS SURVEY. BE OCCASIONED BY HIS FAILURE TO LOCATE AND PRESSURE ANY AND ALL UNDERGROUND UTILITIES. 3. LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS SURVEY ARE EXISTING TRAFFIC SIGNAL BOX IE INVERT ELEVATION BASED ON AS-BUILT REFERENCE DRAWINGS FOR PUBLIC AND PRIVATE EXISTING SEWER SERVICE GR TOP OF GRATE 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT, PROTECTION, OR IMPROVEMENTS AND ARE SHOWN FOR INFORMATION ONLY. NASLAND ENGINEERING RELOCATION OF ALL REGULATORY, WARNING, AND GUIDE SIGNS, STRIPING, AND PAVEMENT LEGENDS. MAKES NO CLAIM AS TO THE ACCURACY OF THE UNDERGROUND UTILITIES LOCATION. EXISTING P.C.C. CURB FF FINISHED FLOOR 5. STREET NAME SIGNS AND TRAFFIC CONTROL SIGNS, TYPE AND LOCATION SHALL BE APPROVED BY THE 4. ASSESSOR'S PARCEL NUMBER: 208-261-53. CITY ENGINEER. TRAFFIC STRIPING, LEGENDS AND PAVEMENT MARKERS, TYPE AND LOCATIONS SHALL EXISTING P.C.C. CURB AND GUTTER HP HIGH POINT BE APPROVED BY THE CITY ENGINEER. 5. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 6. PRIOR TO GRADING OPERATIONS ALL PROPERTY BOUNDARIES SHALL BE VISIBLY MARKED BY SETTING 6. ZONING: SPECIFIC TO PLAN NO. S.C. (SPECIALTY COMMERCIAL). PROPOSED P.C.C. CURB LP LOW POINT WITNESS STAKES AT ALL FOUND PROPERTY MONUMENTS. FOUND MONUMENTS SHALL BE NOTED ON THE (6 INCHES UNLESS NOTED OTHERWISE) PLANS. RESETTING OF MISSING MONUMENTS OR ANY REMOVAL/REPLACEMENT OF EXISTING MONUMENTS 7. BUILDING SETBACKS: FRONT - 45 FEET (MAJOR BLVD.) SIDE - NONE PROPOSED P.C.C. CURB AND GUTTER SHALL BE DONE BY AN R.C.E. BELOW 33965 OR L.S. ONLY. THE CONTRACTOR SHALL NOT DISTURB REAR - NONE (8 INCHES UNLESS NOTED OTHERWISE) EXISTING MONUMENTS NOTED ON PLANS OR FOUND DURING CONSTRUCTION. 8. FLOOD PLAIN: FLOOD ZONE X SAWCUT 3' MIN. FROM EXISTING 7. ALL STREET SECTIONS ARE TENTATIVE, THE MINIMUM SECTION IS 3" A.C./ 4" A.B. ADDITIONAL SOIL TEST COMMUNITY-PANEL NO. 060671-863OF EDGE OF PAVEMENT WHEN REQUIRED. MAY BE TAKEN AFTER ROUGH GRADING TO DETERMINE EXACT SECTION REQUIREMENTS. DATED MARCH 18, 1996 8. LOCATIONS OF FIELD DENSITY TEST SHALL BE DETERMINED BY THE CITY OR APPROVED TESTING AGENCY 9. PARCEL AREA: 46,956.87 SQ. FT. / 1.078 ACRES - -R- - PROPOSED RIDGE LINE AND SHALL BE SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE 10. NUMBER OF PARKING SPACES: 66 TOTAL TESTING OF ALL FILL PLACED. TESTING IN AREAS OF A CRITICAL NATURE OR SPECIAL EMPHASIS SHALL 11.10TC FINISH GRADE SPOT ELEVATION BE IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS. 10.60FL 9. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE AND INSPECTED PRIOR TO PAVING. BASIS OF BEARINGS EXISTING GRADE SPOT ELEVATION INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, TELEPHONE AND DRAINAGE. 10. THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL OF THE CONSTRUCTION TO ENSURE THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTERLINE OF ARCHIBALD AC REMOVAL AND REPLACE. COMPLIANCE WITH PLANS, SPECIFICATIONS AND CITY CODES. AVENUE PER PARCEL MAP 329 k 11. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOIL ENGINEER SHALL INCLUDE AN NEW PAVEMENT SECTION. APPROVAL STATEMENT THAT THE BACKFILL IS SUITABLE FOR THE INTENDED USE. i.e. N 00'04'00" E 12. THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS ENGINEER SHALL CONTAIN THE TYPE NEW SIDEWALK PAVEMENT METHOD NF PLACE DENSITY,WHETHER SANDFIELD TESTING ERFORMED. HCONETOR DRIVESHALLERINGIDENAND DS ALL BEWITHEPERFORMEDFTOBTAINING VERIFY THEE BENCHMARK ACCURACY OF THE MAXIMUM DENSITY CURVES BY THE FIELD TECHNICIAN. AC OVERLAY CITY OF RANCHO CUCAMONGA BENCH NUMBER 10041 13. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE WITH THE STATE MANUAL OF WARNING SIGNS, LIGHTS, AND DEVICES FOR USE IN THE PERFORMANCE OF WORK FOUND 2" BRASS DISC IN CONCRETE CURB STAMPED "SB CO BM 00823" AT THE UPON HIGHWAYS, IN ORDER TO ELIMINATE ANY HAZARDS. NORTHWEST CORNER OF FOOTHILL BOULEVARD AND ARCHIBALD AVENUE AT WEST 14. AT NO TIME WILL PRIVATE PROPERTY BE USED IN CONJUNCTION WITH THE PROJECT UNLESS END OF CURB RETURN PROPERTY-OWNER APPROVAL IS OBTAINED IN WRITING AND GIVEN TO THE CITY FOR APPROVAL. ELEVATION = 1207.747 NGVD29 DATUM 15. ANY CHANGES CONTEMPLATED IN: DRAINAGE, ELEVATIONS OR STRUCTURES SHOWN ON THESE PLANS MUST BE CONSTRUCTION MAY BED BY THE TY UB 0 DETERMINE PENALTIES AND/OR NS REMOVAL.EMOVASHOULD"ASEBSUILT" PLAD. NONCPLING NS MUSOTMBEY SUBMITTED SHEET INDEX PRIOR TO ANY ISSUANCE OF SECURITIES AND/OR ISSUANCE OF A CERTIFICATE OF USE. LEGAL DESCRIPTION THE NORTH 330 FEET OF THE WEST 185 FEET OF THE EAST 500 FEET OF THE NORTH 1/2 OF THE DESCRIPTION SHEET( S) NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 10, TOWNSHIP 1 SOUTH, RANGE 7 WEST, LANDSCAPE DESIGN NOTES: OF SAN BERNARDINO BASE AND MERIDIAN, IN THE CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA, ACCORDING TO OFFICIAL GOVERNMENT PLAT 1. STREET TREES ON NEW STREETS ARE TO BE SELECTED FROM THE CITY'S APPROVED STREET TREE LIST, BASED RECORDER AOFD SAID AS CO NIN BOOK 4, PAGE 9, OF MAPS, IN THE OFFICE OF THE COUNTY RECORDED TITLE SHEET 1 UPON AVAILABLE PLANTING AREA (TYPICALLY BETWEEN BACK-OF-CURB AND THE SIDEWALK). ESTABLISHED STREETS SHOULD ALREADY HAVE DESIGNATED TREE SPECIES. CONTACT LAURA BONACCORSI AT 909-477-2740, EXCEPTING THEREFROM THAT PORTION NORTH OF THE SOUTH LINE, OF THE PORTION DEEDED PUBLIC IMPROVEMENT PLAN 2 EXT 4023 FOR INFORMATION. TO THE STATE OF CALIFORNIA, IN A DEED RECORDED MAY 2, 1930 IN BOOK 611, PAGE 223, 2. STREET TREES ARE TO BE SHOWN ON STREET OR OTHER PUBLIC IMPROVEMENT PLANS SIGNED BY THE CITY OF OFFICIAL RECORDS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. SIDEWALK DETAILS 3 ENGINEER, AND CONSTRUCTED PER THE SAME. EXCEPTING THEREFROM THE SOUTH 10 FEET. SIGN DETAILS 4 3. STREET TREES SHOWN ON PLANNING DIVISION SUBMITTALS ARE CONCEPTUAL ONLY. EXCEPTING THEREFROM THAT PORTION DEEDED TO THE COUNTY OF SAN BERNARDINO IN A DEED RECORDED MAY 13, 1964 IN BOOK 6147, PAGE 531, OFFICIAL RECORDS, IN THE OFFICE 4. INTERIOR STREETS WILL BE REQUIRED TO SELECT DECIDUOUS TREES FOR EAST-WEST STREETS AND EVERGREEN OF THE COUNTY RECORDER OF SAID COUNTY. TREES FOR NORTH-SOUTH STREETS FROM THE CITY'S APPROVED STREET TREE LIST. WIND-PRONE AREAS MAY BE REQUIRED TO UTILIZE A MORE DECIDUOUS PALETTE. 5. INDICATED GOES SPACINGS BEYONDAND AREAS OF INFLUQUIREMENTS FOR CITY-MAINTAINED ENCE NEAR PUBLIC IMPROVEMENTS TAND/ OR ANYEES ONLY. �CITYETHE TREE MAINTENANCE EASEMENTS EASEMENT, SPACINGS AND SIZES WILL BE PER THE ON-SITE PLANS APPROVED BY THE PLANNING DIVISION. ON-SITE AND OFF-SITE PLANS SHALL BE COORDINATED. AN EASEMENT FOR THE HEREINAFTER SET FORTH SPECIFIC PURPOSE AND SITE INCIDENTAL PURPOSES, RECORDED IN BOOK 9233, PAGE 1146, OFFICIAL RECORDS. 6. STREET IMPROVEMENT PLANS SHALL REFLECT THE LEGEND AND NOTES INDICATED BELOW. IN SOME CASES, FOOTHILL BLVD. 66j rl WHEN DETAILS ABOUT PARKWAY SIZES OR UTILITIES ARE UNAVAILABLE AT THE TIME OF CONDITIONING, OPTIONS SAID EASEMENT IS FOR HIGHWAY AND ROAD PURPOSES, AND IS DESCRIBED THEREIN. ARE PROVIDED FOR VARIOUS SITUATIONS. IT IS THE DESIGNER'S RESPONSIBILITY TO ASCERTAIN THE CONTEXT OF THE TREE PLANTING, SELECT THE APPROPRIATE TREE OPTION, AND OMIT ANY ERRONEOUS INFORMATION ON THE REFERENCE IS MADE TO THE RECORD OF SAID INSTRUMENT FOR A PARTICULAR k HAMPSHIRE ST. FINAL LEGEND. DESCRIPTION OF THE LAND AFFECTED BY SAID EASEMENT. Q Q i Q � 7. TREES SHALL BE INSTALLED PER THE NOTES AND LEGEND ON THIS SHEET. SAID EASEMENT WAS CONVEYED TO THE COUNTY OF SAN BERNARDINO BY SUCH Q DOCUMENT. W W � o STREET BOTANICAL COMMON MIN. GROW SPACING SIZE QUANTITY = :z DEVON ST. m NAME NAME NAME SPACE QZ FOOTHILL LAGERSTROEMIA LAVENDER CRAPE 3 FEET 15 FEET O.C. 24" BOX 6 TREES BLVD. �INDICAYFAUREI) MYRTLE TRIANGULAR MUSKOGEE" SPACING �pHN B�E,f, `9z ARROW HWY. CITY OF RANCHO CUCAMONGA LANDSCAPE CONSTRUCTION NOTES FOR STREET TREES EV ' 10 PUBLIC IMPROVEMENT PLAN cnn� * DRC2001 -00572 A PLANS. OF VICINITY ffAP McDONALD S CORPORATION 1 ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLA s 9649 FOOTHILL BOULEVARD NO SCALE 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE RANCHO CUCAMONGA CITY INSPECTOR, ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, STORE: 004-0703 AS DETERMINED BY THE CITY INSPECTOR. ENGINEER OF WORK APPROVED BY: DATE: %LL/ tl-- 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. DI T CITY ENGINEER �l L LI �. � G � ��f��,��V R.C.E. No.6/r�, TY 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. D� PREPARED IN THE OFFICE Of RE EHD DIAL TOLL FREEP. .o a 1 -800-227-2600 � RITCHEY NASLAND ENGINEERING u _ SHM AT LEAST TWO DAYS / P. RITCHEY 'c'°ft`mac'" °'lk 9211'°6°- 1 OF 4 ROW2003 - 01366 PLAWIFM BEFORE YOU DIG MICHAEL J. BIRKLAND DATE RCE 59822 CHECKED DRAWM NO. EXP. 12 31 05 BIRKLAND 59822 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA / / Dae 1 1 �m 301-025.2 1862 SHEET 2 OF 4 SHEETS EXIST. TOP OF CURB (6 -1 210. @ MEDIAN RIGHT TO REMAIN 1208- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ^ ^ ^ ^ O ~ tJ 0 O ( 00 U 00 1 1206- N i N C6 o i o o o a . 0 I 00 00 0o 0 � o o I O N [V O + ON 1 204- `°�- �- �- `� FOOTHILL BLVD. R/W `. 60' (18.288 m) 11' 3.35mIm VARIES 25' 7.62 40' M I 9 2 LLI N. 12.1 m w 1210 .1 • REMOVE EXISTING VARIES 3' $. �w Y w 1208- TOP OF CURB 4' Q > `n �N 3 Q i 1206- - - - - - - - - - - - - - - - + - - - - - - - ^ - - - - - - - - - - - ^- - - - - - - - - - - - - - - - - - -I- - - - - - - - - - - o rn IW O .. ^ U V Y U U F- ~ co 00 ( J Y co N Qp 0 o � O VASES I w m Q + 1204- N CN 04 o cDo `o `oo 0 0 + C4 �_ I L21 0 m N N crt U U V CU V V U Q U U m Laj m W F • m Lj go U F " m W O of v Ov ov me r* 0 wo M � � � co ~ MFV- 00 MN EXISTING 8 (200 mm) Q (n 1210 - g r- v �- �r >� N I. 't � o r 2 oo N 0 t° x 4 WIDE MIN. (1.22 m) SIDEWALK _ • cD • r of N M N M MEDIAN CURB TO REMAIN xg N o rri ao r` N o r ^ rn ^ + W AT 2% THRU DRIVE APPROACH Q w+ cc + co + ca + cc + w + co + a + o a+o0 000 o, o= 1208- _co O c� o coo o o o - N N N 0.476 N 0.2X r NQ EXISTING PAVEMENT SECTION 4" CONCRETE SIDEWALK PER CITY OF (�rN rN rcV req rN rN r r r r rF-- (0.2%) r 0.2% r0.4% r r 0` �- - _ MATCH EXISTING PAVEMENT SURFACE 8'A THROUGH DRNCHO IVEA STD.APPROACH AWING 103. PROVIDE SAND SEAL AT JOIN LINE AND LAP 8' MIN. (2.44 m) RAMP 1206- SAND SEAL 12 (300 mm) EACH SIDE OF JOIN 8' DRIVE APPROACH 1204- PROPOSED 50.27' 15.322 m m 1 .12' 1 .12' 71.87' 21.906 m 16.23' 13.26' 1.49' 12.650 m SAWCUT LINE (3' MIN. REMOVAL) PROPOSED 8" (200 mm) TOP OF CURB m 5.00' 4.913 m) 4.913 m © (4.947 m) (4.040 m) ® EXISTING 8" (200 mm) CURB & GUTTER (1.524 m) ® ® ® m CURB & GUTTER TO BE REMOVED FOOTHILL BOULEVARD PROFILE SECTION "A-A" SCALE: HORIZ.: 1" = 20' VERT.: 1" = 4' SCALE: HORIZ. 1"=20' VERT. 1"=4' 16+00 17+ 00 18+ 00 19+ 00 20+00 21 + 00 22+ 00 A 2.04' N 890 59'25" E W Q 16 + 00 17+ 00 18+ 00 19 + 00 20+ 0 ON 890 59'30" E TR 512 (& TR 9083 & PM 329) 21 + 00 W 22- 00 D (N 890 59'311 E PM 6582) o z z0 PROPOSED CURB DATA TABLE ago Q r FOOTHILL BOULEVARD (ROUTE 66) '1 BS84002'01EETA - RADIUS 50.27''(15 322 m 8 200 TH CONSTRUCT CURB & GUTTER w ~ V) O o o- o cr of o_ o- .. of r. n z of o- x- o- o--� o' ^ 00 w ^co 2 N89059 08 W --- 5.00 1.524 m c� Of > z oo E E v _ E V E V E v E rnc� � u) E moi, E VN E Vr, E U4E moo Ez o w ao o m w w 3 0=61 35 28 15.00 4.572 m 16.12 4.913 m 8 200 mm CURB co z Q H Q 1~O - O � m � W N m � W q + (n � "t m It En ro O F- N IF- z o Ln� oo °' rn r7 °' r� °' 00 � Q' ^ Lri 00 r�i 00 cv �;° i r�i �`�r: N 4A=61035'28" 15.00 4.572 m 16.12 4.913 m + V - w r i rh oo 2 rn i 2 cfl O O x + N + � N N i 2 � Z E i � N � cn � O u) N co r u)n +� cox 5 N89°59 08 W --- 71.87 21.905 m 8 200 mm CURB & GUTTER x c� o w ca II ca II O II II II N — o II r� II co t\ II oo II oo rn II co rn II 4 w ° N w _ F- 4 00N ca II I: ,n M E- �- 6 0=61 58'36" 15.00' 4.572 m 16.23' 4.907 m 8" 200 mm CURB FOOTHILL BLVD. STA. 21+93.35 O U = Wr W W � w : W � O � N lf) W W i W� Wu W W = e n > ,. o Q v cn cn oo � o � W N .� vi �i N vi to N N 207.26TC v 207.33TC 7 L=61°58 36 15.00 4.572 m 16.23 4.907 m + J U- 10 w rn w o LL 206.76TC 't u- � Ln � 0 o w N w � w r- � °' 10 w ~ 206.66FL ° --- ARCHIBALD AVE. STA. 105+93 Q Q LL LL + LL - w 206.711%, LL 207.00TC + LL_ + w + + LL 206.59FL w Q 8 N82 21 47 E 42.31' 12.900 m 8 200 mm CURB & GUTTER =� 0 3 0 o r- 0 206.76FS rt o .� r_ o + oo O CO0 00 0 o o � PER STREET IMPROVEMENT 2 4 1 206.04FL oD 2 06.33FL T 1 2 3 1 8 2 7 EXISTING FLOWLINE -- -- A - - PLAN #1.084). - A - ` 206.28TC - 205.67FL f 7 :4T _ 4 207.17TC 7 x x TING ROLLED A.C. TING SIDEWALK �. 1206.61 FSO � 207.17FS 9 19 206.46TC � 3 q�'- 1 may:' - 6 .� 205.79FL r W I _ .. . - � - R/ 207.32TC R 206.68TC -. 207.32FS 206.68FS 206.83TC 1 7 t - N - 1 207.39FS DOUBLE ROW OF. �- ER I BONE BRICK } 206.83FS w J J w - t j PER RD TAIL,- SHEET 3PA - BR�ICI� BANDING - _ w _, - i W 207.24TC 207.39FS AT TREE- WELL CORNERS cn 3 I�I z PER DETAIL, LIMN OF iMPROVEM N� Ir 207.24FS - . - 64.37 O ,_ w w w - w �' o- o - SHEET 3 - -� O SEE RADING PLAN w w cn w w � �`' o - ° FORT CONTINUA " �� �� �� �.-. �.. �.-K no^ 1 1 FLYING 0 o TTr o G rn E E rn E (o E w E �° � � Iill11 Illll R it I I00 �'' cD cD to c� O N II " T- l cn II Lp �p II Lp II - -- - - _ _ o rn o N �� co N _ -- - S89°� - T La w -- 185:00' 9 30 W F r j oN0 r- N 00 000 V)000 0 N o0,' U), ro cwn CO - r - rn � i - - + � o + LL + � o� + + � o / R ui l Y o r` N r` 00 N ao ao N N r FLYING A ICON (TVP. __ J I TAI HT: > �- SEE DETAIL, S 3 00 / �- 3' o ACC. COL{RED CIONCRETE - _ w uj = A OR STREET TREE WELL GRAD 8Y 1vicKINLEY t- _ } -`----------- (/) W REVISIONS A APPROVED S NDSTONE 'BY DAVIS 'COL S } (800) 356-4848 OR EQUAL MODEL. N0. RS-48x48 01� EgUAL: 11::.x' SEE SHEET. 1 FOR TREE_ TYPE .AND .w I �T \ n J - = - j _ SHEET 3 FOR DETAILS - - c i I I1I -- ° Iii III_IIii1' Iliilj1� CITY OF RANCHO CUCAMONGA CONSTRUCTION NOTES: ® SAWCUT LINE 3' MINIMUM FROM EXISTING GUTTER EDGE © FLYING "A" ICON PER ARTWORK PALETTE EXHIBIT "V" OF CITY VISUAL IMPROVEMENT \ \` - AND PROVIDE A SMOOTH TRANSITION, IF NEEDED PLAN FOR FOOTHILL BLVD. AND DETAILS ON SHEET 3. SEE SHOP DRAWINGS PUBLIC IMPROVEMENT PLAN 1O REMOVE EXISTING DRIVEWAY. DRC2OO1 -OO57Z " BEYOND 3' TO MATCH EXISTING. ON SHEET 4i FOR CONSTRUCTION. , \ MCDONALD'S CORPORATION ( REMOVE EXISTING 8 (200 mm) CURB & GUTTER. 11 PLACE A.C. PAVEMENT AND MATCH EXISTING. ADD 1" 16 ACCENT COLORED CONCRETE SIDEWALK WITH DOUBLE ROW 9� �s ENHANCED WALKWAY DETAIL 9649 FOOTHILL BOULEVARD O3 RELOCATE/RESET EXISTING TRAFFIC SIGNAL BOX. TO EXISTING AC AND SUB-BASE SECTION THICKNESS. BRICK BANDING. SEE DETAIL, THIS SHEET. Nb. o # �. w31,� � SCALE: 1' = 5' RANCHO CUCAMONGA ® RELOCATE/RESET EXISTING FIRE HYDRANT. © INSTALL 16,000 LUMEN HPSV STREET LIGHT. 1Q PLANT STREET TREE PER LANDSCAPE DESIGN NOTES, SHEET 1. # STORE: 004-0703 O RELOCATE EXISTING WATER VALVE AND RESET TO GRADE. INSTALL BY SCE, PAID AND �"'r� ENGINEER OF WORK © RELOCATE/RESET EXISTING WATER METER. COORDINATED BY DEVELOPER. DEVELOPER SHALL BE 18 SEE ONSITE LANDSCAPING PLAN FOR IRRIGATION PLAN AND DETAILS. 4rCAL DILT CITYPRONGIDNEER / < /, / DATE: , REQUIRED TO INSTALL ANY FACILITIES REQUIRED BY SCE 19 CONSTRUCT 6' WIDE A.C. PATH ADJACENT TO CURB AND MATCH EXISTING PAVEMENT. 1'� - ' R.C.E. Noy 07 OVERLAY TO JOIN EXISTING PAVEMENT. �m PREPARED tN THE OFFICE OF TO FACILITATE STREET LIGHT INSTALLATION. DIAL TOLL FREE DESIGN RECOMM D ® CONSTRUCT TYPE A2-8 (200) CURB & GUTTER ©0 REMOVE EXISTING SIDEWALK. PER CITY OF RANCHO CUCAMONGA STD. PLAN 104. © CONSTRUCT SIDEWALK THRU DRIVE APPROACH JOIN TO " " ©j RELOCATE/RESET EXISTING SIGN. 20 0 20 40 60 80 -800-2Z7-2600 + P. RITCHEY NASLAND ENGINEERING EXISTING , 6 WIDE MIN. PER C.R.C. STD. PLAN 101, TYPE C. v j �_%� C� DRAWN SHEET CRE 9 NMG CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF RANCHO ", "'R�° 1 O Pu'-rM 4 11' WIDE SIDEWALK EASEMENT TO THE CITY OF RANCHO - -- "` -- r 3 ' _-" - - `• 2 of 4 O AT LEAST TWO DAYS J MICHAEL J. BIRKLAND DATE ���adfner sic.s.n nom, c.w�rw..»au•ese-zrz-rrro CUCAMONGA STD. PLAN 101-C. - P. RITCHEY CUCAMONGA PER DOC. . SCALE 1 - 20' BEFORE YOU DIG RCE 59822 CHECKED 05 DRAWING NO. EXP. 12 31 BII3KLANDR.c.E No 59822 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA / / DATE 1 1 0 roe wo. 301-025.2 1862 SHEET 3 OF 4 SHEETS NOTES: Part I GENERAL 2'-1" 10" 1.1 RELATED WORK IN OTHER SECTIONS OF THESE SPECIFICATIONS 9" A. Preparation of sub–base. B. Installation of base materials. C. Application of soil sterilant Ip- 1.2 SUBMITTALS 1'-21h" A. In accordance with section entitled "Shop Drawings, Product Date and Samples" 2„ Two samples of paving stones shall be submitted to City of Rancho Cucamonga DOUBLE FACE NON–ILLUMINATED ICON SIGN to indicate colors to be supplied on this job. Colors to be selected from SPECIFICATIONS: manufacturers available paving stone colors. B. Paving color to be approved by the city engineer and the city planner. MONUMENT BASE TO BE ALUMINUM CONSTRUCTION FINISHED IN AUTOMOTIVE ENAMEL OVER PRIMER UNDERCOAT 1.3 PRODUCT HANDLING ENTIRE ICON AND SIGN TO HAVE ANTI-GRAFFITI COATING TOP CABINET TO BE ALUMINUM FINISHED IN THERMOSET ENAMEL OVER PRIMER UNDERCOAT A. Paving stones shall be delivered and unloaded at jobsite on pallets and bound FACE TO BE VACUUM-FORMED PLEX BACKSPRAYED FOR GRAPHICS DOUBLE SOLDIER in such a matter that no damage occurs to the product during hauling, handling ROUTE 66 SIGN TO BE ALUMINUM WITH VINYL COPY AND GRAPHICS _ COURSE BANDING or unloading at the jobsite. ROUTE 66 SIGN WILL BE ATTACHED WITH TAMPER PROOF.VANDAL RESISTANT STAINLESS STEEL HARDWARE Part II PRODUCT INFORMATION COLORS: BASE AND CABINET-TO MATCH PrAS#485(McDONALD'S RED) g' B" !f `; V-6" I N _ I I TOP CABINET FACE -#2157 RED 2.1 All interlocking concrete paving stones shall be in accordance with the patterns "ROUTE 66"FACE - BLACK WITH WHITE COPY AND BORDER ' )Z as shown on these plans where designated. These products shall be supplied by. 4-=–�_� i Perma Concrete 12490 Day Street, Moreno Valley, CA 92388 Phone: (714) 653-1187. SIGN BY SUPERIOR ELECTRICAL ADVERTISING, INC. 5'-11' 1700 WEST ANAHEIM STREET 2.2 MATERIALS LONG BEACH, CA 90813-1195 A. All interlocking concrete paving stones shall conform to the following specifications: (562) 495-3808 - SEE rAI)I (CATION DETAILS ON SHEET 1. Pavers shall have a minimum compressive strength of 8,000 P.S.I. in accordance with testing procedures ASTM C-140. 2. Materials used to manufacture interlocking concrete paving stones shall conform to the following: , a. Cement ASTM C-150 (Portland Cement) ipl b. Aggregates ASTM C-33 (washed, graded sand rock, no expanded shale or lightweight aggregates) 3. Size, shape design and colors shall be in accordance with details as noted on plans. 48" SQUARE B. Sand laying course should be clean washed sand with 100% passing No. 4 sieve size TREE GRATE BY McKINLEY and a maximum of 3% passing a No. 200 sieve size, this is commonly known as concrete sand. 4j/,," 8',?" 4A" 4y." 8' 4 f." MODEL NO. RS-48"x48" OR ALHAMBRA FOUNDRY 1. Thickness of sand laying course should be uniform to insure an even surface. The 3 A-2320 (48" SQUARE) designed thickness should be a maximum of 1 inch. welded 1'hx 1%"x3is'thick – =` f 3". t x "" 2. The sand laying course should be the responsibility of the paving stone installer. aluminum sgaaretinbeframing. Sq. St e3T'' Sq. Steel Tube typical -- Sq. Steel Tube 2, 11„ CAST IRON TREE GRATE Part III INSTALLATION OF INTERLOCKING CONCRETE PAVING STONES < Steel angle. bolted toaluminom framing /—ANGLE IRON GRATE EDGE W/ 3.1 Pavers shall be clean and free of foreign materials before installation. #2 REBAR INTO SUB SLAB 3.2 Installation should start from a corner or straight edge and proceed forward over the undisturbed sand laying course. CONCRETE PAVER BAND 3.3 Paving work shall be plumb, level and true to line and grade; shall be installed properly FG� 1" DEEP COMPACTED SAND BED PLAN VIEW coincide and align with adjacent work and elevations. (All edges must be retained to 1.4. 4" THICK CONCRETE SUB–BASE secure the perimeter stones and the sand laying course.) dia_ o e e A. Paving stones should be installed hand tight and level on the undisturbed sand laying course. String lines should be used to hold pattern lines true. NATIVE SOIL COMPACTED TO 90' B. A Roller Vibrator or Plate Vibrator should be used to compact the stones and to vibrate the sand up into the joints between the stones. ROUTE 66 MONUMENT SIGN C. Concrete sand should be spread over the installed paving stones so that it may be E vibrated into the joints between the stones. N.T.S. D BRICK BAND A T TREE GRATE D. Excess sand should be swept into the joints or disposed of from the surface area. E. The completed paving stone installation should be washed down and cleaned to provide a N.T.S. clean finished workmanlike installation. 3.4 Cutting of paving stones can be done with either a double bladed breaker or a masonry saw. However, when cutting is required in roadways or precision designed areas a masonry saw is recommended. CONSTRUCTION NOTES: OA INTERLOCKING PAVER BANDING AT EDGE PER DETAIL ON THIS SHEET. � 1/4"R 6" MIN. #2 REBAR CONT. OB INTERLOCKING PAVER BANDING PER DETAIL ON THIS SHEET. FINE BROOM FINISH CONCRETE PAVER BAND �C INTERLOCKING PAVER FIELD, PER DETAIL ON PAVER DEPTH 231's" 15s1°' 1" DEEP COMPACTED SAND BED THIS SHEET. °- 4 Ar 7s�" 'y°. 7sro. 4" THICK CONCRETE SUB–BASE Op 4'-0" SQUARE CAST IRON TREE GRATE, MODEL NO. RS – 48x48, MANUFACTURED BY MCKINLEY TREE GRATE CO., PER DETAIL ON THIS SHEET. 1/4- RADIUS TYPICAL O ROUTE 66 MONUMENT SIGN, PER DETAIL ON THIS SHEET. SHOP DRAWING REQUIRED. 77 / 4 ° 1 LIP DETAIL �J . N.T.S. �� ACCENT COLORED PCC CONCRETE PAVERS Q . SIDEWALKS—TYPICAL 15 1 FINE BROOM FINISH 1" DEEP COMPACTED SAND BED 1 WEAKENED PLANE JOINT ®'15' O.C. 4" REVISIONS DATE APPROVED 1.11r 7s� tom. 7s/' t 6" 4" THICK CONCRETE BASE NATIVE SOIL COMPACTED TO 9090 FG NATIVE SOIL COMPACTED TO 90% '� 9 � A . � . � � = CITY OF RANCHO CUC MONGA PAVER FIELD DETAIL y L/ Z Z BAND DETAIL N.T.s. * 1213PUBLIC IMPROVEMENT PLAN / / / ► \� ! i 1/ �/Vl. o # DRC2001 -00572 - &aKa� N.T.S. l �4 10, s' McDONALD S CORPORATION 23/r CONCRETE PAVERS 9649 FOOTHILL BOULEVARD 1" DEEP COMPACTED SAND BED RANCHO CUCAMONGA WEAKENED PLANE JOINT 015' O.C. STORE: 004-0703 „ ENGINEER OF WORK APPROVED BY: ' DATE: 4 THICK CONCRETE BASE DI T ' CITY ENGINEER R.C.E. No2�°��i NATIVE SOIL COMPACTED TO 909 a DESIGN PREPARED IN THE OFFICE of RECOM N D DIAL TOLL FREE �- ,, BRICK BAND Q EDGE OF PLANTING AREA a 1 —800-227-2600 DRAWN RITCHEY NASIAAND ENGINEERING SHEET AI, � i � t /i t� �wi ctv¢,8+corvRVPc sRmvgtnrc lium PLANITM N.T.S. AT LEAST TWO DAYS ".��"°�� a°°`°�°•�°,�.•°e"''°�-�-''r'° BEFORE YOU DIG MICHAEL J. BIRKLAND DATE P. RITCHEY of 4 RCE 59822 CHECKED M. BI�KL�NDDRAWING N0. EXP. 12/31/05 rt.c.E "° 59822 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIADAA 1 31 05 ,oe ra. 301-025.2 1862 { 011' 4 `111,61,,.1} 1700 West Anaheim Street ` Lon Beach Ca{i#ornia .:ff: DATE 9!2112004 9 1 - aP r .t-Ir x _ 90813-1195 _.. NGINF. ERINCt, DATE 10/2512004 k phone: 562.495.3808 facsimile- 562.435.1867 '� ,C� C. t_`-. T )t 1 _C t ; (: Y N t�i � � � ►.3 ��-.I , X661 ')68 8891) 1AX (66 1 ) 268- 1936 J � -r www.superiorsgns.com __''1 Job # 102q, B Project McDonald's Route fib Job Location Ranik,,hcu r. Y �- 211 j D F c C N Irl. A F'XPOSURIE 'C' i b 0-15 18.70 24 :-348.00 2.00 J: t $,_a„ / R o C 20-25 20.90 '7.32 0.00 0.00 25.30 21 .70 28 24 0.00 0.00 _ - 80-40 23.11 30-08 0.00 0.00 40-60 25.23 32 3 0.00 0.00 ; , Horizontal angle supports ' RFA .� € I'rl � ' ` ; ' : f 15,00 4.00 380 X58 j Drill 2 break-away 3/8" diameter 0.00 0.00 0 0 holes 1" from outer edge of pipe f)r) - - perpendicular to sign face. f u vv .. 0.00 0.00 u U - - -- ( 1 " , 1 L* t. 12" ! q 5H j o.00 o.oa "� o ' - - i thick concrete walk j 0.00 0.00 0 0 , �r by others 0.00 0,00 �� 0 41 a .8 �2 4 e 4 e $ 12 4 so' � : 4.00 f _ , . 55 } : . . : Consolidated 9 DOUBLE FACE NON-ILLUMINATED ICON SIGN - �J 4 - conc. s c=2500 psi Sr.ale 34" - 1'-0" t'c -- 2500 psi �-- �� p SPECIFICATIONS� y ' Restrained Footing Design 3" diamPtr. t = 0.216 • MONUMENT BASE TO BE ALUMINUM CONSTRUCTION FINISHED IN AUTOMOTIVE i_! FT , Standard steei pipe ENAMEL OVER PRIMER UNDERCOAT 10Ct PSFlFT • ENT I€IE ICON AND SIGN TO HAVE ANTI-GRAFFITI COATING • • TOP CABINET TO BE ALUMINUM FINISHED IN THERMOSET ENAMEL OVER PRIMER UNDERCOAT ' j PSF • FAICr Tf,) RF PLEX WITHBAri( SpnAyrn GRAPHICS • ROUTE 66 SIGN TO BE ALUMINUM WITH ViNYL COPY AND GRAPHICS �_.... -` • ROIITF fib SIGN WIL t RF ATTAi'.HFII WiTH TAMPFR PROOF VANIIAI. RESISTANT STAINI ESS ` STEEL HARDWARE 1, 6„ • COLORS: BASE AND CABINET - TO MATCH PMS #485 (McDONALD'S RED) � � `FFD�7p tl 4 _i r�---•1 -�•--r dia. TOP CABINET' FACE - #2157 RED "ROUTE 66" FACE - WHITE WITH BLACK COPY AND BORDER - Pole Design Sloped alumhrum pole cover. 065 •-__ T 0° 1 _ Welded 11/A 1' "x 366"thick aluminum square angle framing. , , rte. xi�>h Sign face, backed sprayed Section Modulus has beet) reuuGeu - - typical to account for break-away design r 3"diameter. t = 0.216 ..., ...• 'y._ 1 il?" Aluminum retainer Standard steel pipe ( - - 10" cabinet returns .S Purlln - ~ �� Sign • � r '.ii"Diameter Thru Bolt 1'-1 1O v"� 1 './z" Aluminum angle Interior frame USE Aluminum angle. 11.5 x 1.5 x 3,:16" S=0. 10 Trp. mum .......... .... _........ 3"diameter.t W 0.216 + PLAIT ViEW SECTMON DETAIL THROUGH BOTTOM POLE COVER ' PLAN ViEW SECTION DETAIL THROUGH TOP CARiNET Standard steel pipe i)A A' .YvE[.. Scale. i = i -u Scale: i = i -0 Flat areas in pole cover f i N ~ 1 i_. : A k, �--� PUBLIC IMPROVEMENT PIAN 125" Flat aluminum route 66 sign with i pair/trd hark7rrttrrrd and vfinyl Pole cover WDONALD'S CORPORATION graphics. Slopes from 1'-5 1/2"at 4644 FOOTHILL BOULEVARD I Studs welded to sign back andRAN; bolted to pole cover frame with �� the bottom t0 9" at the ____-.___-.__.__-----._ - - STORE Q4--0703 ONGA spacers. 11-51/211 9 _ _ . _--- top '1 � �) � ENGINEER OF WORK D - T i ti(7 ^Ji 3 diameter. t 0.216T 0 t r r1 I a i Standard steel pipe , ,.,, r �{ +; c. DIAL TOLD �;� A��,.,�} ..�, ,,3a ;,..,... .......v . - An a frame cross bracing. , M Mft�r - - :1 JT FNGINEFRINO INC. - �' g Concave areas In pole cover - � f � � 1 -��OQ-��7-���C�v �� PLAIT VIEW SECTION DETAIL THROUGH ROUTE 66 SIGN t 1 li�j7 ___ -� Scale' 1' - 1'-Q' _. li AGUA DT r CIA 011 kc• PLAN VIEW POLE COVER BEFORE YQU `` ' ' - -_ �► . . _ � �, 1 Scale: 3/4„ _ ,_0 , UWDERrR 0L., SERVIf---E ALERT 0 'SMHERrt .. EXP 061130/107