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HomeMy WebLinkAboutLot 1 Bel Vista Private Street & Storm Drain Improvements PAVING NOTE" 1. STANDARDS. ALL WORK AND MATERIALS (I.E. , ASPHALT CONCRETE (AC) PAVEMENT, PORTLAND CONCRETE CEMENT (PCC), BASE COURSE, ETC.) SHALL CONFORM TO THE o STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (I.E. , GREENBOOK) LATEST EDITION, THE ENGINEERING AND CONSTRUCTION MANUAL, CITY ANDCITY OF TEME L ZAP°P ENGINEERING STANDARDS AND REQUIREMENTS. �ZF©Q� TEMECULA DUCK POND 2. PERMIT REQUIREMENTS. A GRADING OR ENCROACHMENT PERMITS) SHALL BE OBTAINED PRIOR TO PAVING. BEFORE OBTAINING AN ENCROACHMENT PERMIT, A CERTIFICATE �P 0 OF INSURANCE AND THE REQUIRED BONDING (FOR PUBLIC IMPROVEMENTS) SHALL BE PROVIDED TO THE CITY ENGINEER. A CALTRANS ENCROACHMENT PERMIT MAY BE �P�o� oQ��� REQUIRED. TR 23992 ® LOT I m BELVISTA o� P RC�J E CT P� SITE 3. SOIL STERILIZER. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL BASE GRADE SURFACES PRIOR TO PAVING. 4. PRIME COAT. PRIME COAT IS REQUIRED ON SUBGRADE OR BASE WHEN THE BASE IS SUBJECTED TO SUBSTANTIAL CONSTRUCTION TRAFFIC (OR WHEN LONG TIME PERIODS ELAPSE BEFORE AC IS PLACED), AS DETERMINED BY THE SOILS ENGINEER AND APPROVED BY THE CITY ENGINEER. PRIVATE TREET IMPROVEMENT PLANS PP 4 r 5. TYPE I SLURRY. PRIOR TO PROJECT FINAL COMPLETION AND ACCEPTANCE OF STREETS INTO THE CITY'S MAINTAINED SYSTEM, TYPE I SLURRY SHALL BE PLACED OVER THE ASPHALT CONCRETE PAVED PROJECT STREET(S), AS DIRECTED BY THE CITY ENG I NEER. THE ENTIRE ROADWAY W I DTH SHALL BE SWEPT AT LEAST 3 TIMES OR AS PHASE C DIRECTED BY THE CITY ENGINEER. PHA E B P w 6. FOG SEAL. FOR PRIVATE DEVELOPMENT, ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN 14 DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPLIED AT A RATE OF 0.05 GALLONS PER SQ. YD. THE ASPHALT EMULSION SHALL CONFORM TO SECTIONS 37, 39 AND 94 OF THE STATE , a STANDARD SPECIFICATIONS. e' ♦� c 2�1 7. TACK COAT. A TACK COAT SHALL BE APPLIED TO EXISTING PAVEMENT AND VERTICAL JOINTS, CONCRETE SURFACES AND ASPHALT CONCRETE BASE COURSE, IF IT HAS BEEN EXPOSED TO VEHICULAR LOADS. THE TACK COAT SHALL BE SLOW SETTING ANIONIC EMULSIFIED ASPHALT TYPE 'SS-1H" CONFORMING TO THE GREENBOOK. ♦ �♦ PHASE A 8. CERTIFICATION/TESTING. ALL SUBGRADE AND BASE GRADE SHALL BE CERTIFIED BY A LICENSED LAND SURVEYOR. BASE AND AC MATERIALS SHALL BE TESTED IN ' MARIE CALLENDER'S ACCORDANCE WITH THE CITY'S QUALITY ASSURANCE PROGRAM (QAP) AND/OR AS DIRECTED BY THE CITY ENGINEER. /� ♦♦ DUCK POND "cop N 9. PAVING MATERIALS. / 0. AC MATERIALS. i q 1. AC MATERIALS SHALL CONFORM TO SECTION 203-6 OF THE GREENBOOK AND CITY STANDARDS. ' / �'�♦` �, �♦ i . TYPE C2 PG70-10 FOR FINISH AND OVERLAY COURSES. THIS COURSE SHALL BE A MINIMUM OF 0.12 FOOT 14 INCHES THICK INCLUDING GRIND AND /'/ / '' `♦ `` � A Pspao OVERLAY INSTALLATIONS. EMBASSY SUITES ' /� ''' `♦ `♦ ii . TYPE B PG70-10 FOR BASE COURSE. THIS COURSE SHALL CONTAIN THE BALANCE OF THE REQUIRED ASPHALT CONCRETE THICKNESS. THE MINIMUM AC / TR #3935 ` FRRq VI LIFT FOR BASE COURSE IS 0.21 FOOT (24 INCHES). �' / ;' ` S7.4 2. THE MINIMUM AC THICKNESS IS 0.33 FOOT (4 INCHES). 3. THE MAXIMUM AC LIFT IS 0.33 FOOT (4 INCHES). NOTE: "SHOVING- IS A TYPE OF AC PAVEMENT FAILURE THAT MAY BE CAUSED BY ASPHALT MIXES THAT ARE TOO RICH IN ASPHALT, THAT HAVE f // `, V/CIN/TY MAP COURSE/FINE AGGREGATE THAT IS TOO ROUNDED, ETC. TYPICALLY, SHOVING RESULTS AT HILLS, CURVES OR INTERSECTIONS, CAUSED BY BRAKING OR ,~ /' ' \. OPEN SPACE GENERAL HOSES NOT TO SCALE ACCELERATING VEHICULAR FORCES. TO PREVENT OR MINIMIZE SHOVING, THE CITY RESERVES THE RIGHT TO REQUIRE A MODIFIED AC MIX DESIGN WITH PROPERTIES THAT PROVIDE HIGH STABILITY I.E. , ABILITY TO RESIST SHOVING AND RUTTING, ANGULAR AGGREGATE PARTICLES WITH A ROUGH SURFACE \' t '��''"�����`�, �► 1 . STANDARDS. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT EDITION OF THE CITY'S IMPROVEMENT ( TEXTURE, ETC.) IN COMPLIANCE WITH THE GREENBOOK AND/OR CALTRANS SPEC I F I CAT I ONS. ' f \` t J / t "�, �`' `♦ STANDARD DRAWINGS FOR PUBLIC WORKS CONSTRUCTION (AND SUBSEQUENT AMENDMENTS) , THE CITY'S ENGINEERING AND CONSTRUCTION MANUAL, CITY CODES AND REQUIREMENTS. b. BASE MATERIALS. ® � HALL CONFORM TO PROVISIONS S IONS OF THE GREENBOOK AND CURRENT CITY STANDARDS. \ 2. EMERGENCY TELEPHONE NUMBERS. (ANSWERING MACHINE IS NOT ACCEPTABLE): 1. BASE MATERIALS S \ �� 2. FOR STREET SECTIONS, BASE COURSE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) OR CRUSHED MISCELLANEOUS BASE (CMB) PER SECTIONS t , 1/ 200-2.2 AND 202-2.4 OF THE GREENBOOK. PRINCIPAL AND URBAN ARTERIAL ROADS REQUIRE CAB, c. PORTLAND CONCRETE CEMENT. ALL PCC USED SHALL BE IN CONFORMANCE TO THE GREENBOOK. t � i // �� �'.,, ♦♦ TRENT HE I NER WOODS I DE HOMES 949-456-5044 1, � ��_ �� � 10. MIX DESIGNS. TEN WORKING DAYS PRIOR TO PAVING, THE PROPOSED MIX DESIGN(S) FROM THE SUPPLYING ASPHALT OR CONCRETE PLANT SHALL BE SUBMITTED TO THE t /jr a RESPONSIBLE PERSON DEVELOPER COMPANY 24- HR PHONE NUMBER i� � t � `` HA CLEARLY SHOW THAT ALL CITY AND GREENBOOK REQUIREMENTS. CITY FOR REVIEW AND APPROVAL. THE MIX DESIGN(S) SHALL L S 0 A THE DESIGN MEETS Q 11. STREET SECTIONS. STREET STRUCTURAL SECTIONS SHOWN ON PLANS ARE TENTATIVE (I.E. , THEY'RE USED FOR BONDING PURPOSES). THE FINAL STRUCTURAL SECTION REQUIREMENTS SHALL BE DETERMINED BY ADDITIONAL SOIL TESTS, AFTER ROUGH GRADING. THE STRUCTURAL SECTION DESIGN SHALL BE REVIEWED AND APPROVED BY ♦ RESPONSIBLE PERSON CONTRACTOR COMPANY 24-HR PHONE NUMBER THE CITY ENGINEER. SAID DESIGN SHALL ADHERE TO THE METHODOLOGY SET FORTH IN CHAPTER 600 OF CALTRANS HIGHWAY DESIGN MANUAL AND SHALL UTILIZE THE 'R" VALUE METHOD (I.E., R VALUE TESTS SHALL BE CONDUCTED IN ACCORDANCE WITH CALIFORNIA TEST N0. 301 AND SHALL BE CERTIFIED BY A REG I STE RED CIVIL OPEN LOT ♦ \ ENGINEER). THE NUMBER AND LOCATIONS OF THESE TESTS SHALL BE SUBJECT TO APPROVAL BY THE CITY ENGINEER. o, ;�r =z - -- ,> 3. LICENSEZPERMIT REQUIREMENT. 12. COMPACTION. PRIOR TO PLACEMENT OF BASE MATERIAL AND AC, COMPACTION REPORTS BY A SOILS ENGINEER, CERTIFYING 95% COMPACTION OF SUB-GRADE AND BASE f r'` ♦ ♦` MATERIAL, SHALL BE SUBMITTED TO THE CITY ENG I NEER. _COMPACTION TEST OBSERVATION OF SUB-GRADE AND BASE GRADE MATERIALS SHALL BE COORDINATED TO `_ i , ` \ a . PRIOR TO START OF ANY WORK, A BUSINESS LICENSE SHALL BE OBTAINED FROM THE CITY. INCLUDE THE SOILS ENGINEER AND THE PUBLIC WORKS INSPECTOR. b. A GRADING PERMIT SHALL BE OBTAINED, PRIOR TO ANY WORK ON PRIVATE DEVELOPMENT. THE PERMIT AND AN APPROVED � s � 13. PAVING I NSPECT I ONS. i TR #22761' s t .' ' SET OF IMPROVEMENT PLANS MUST BE PRESENT AT THE JOBS I TE DURING CONSTRUCTION. � ti � ♦ ,' ♦ a. BASE GRADE INSPECTION. ONE INSPECTION AT SUB-GRADE COMPLETION PRIOR TO PLACEMENT OF BASE IS REQUIRED BY THE DEPARTMENT OF PUBLIC WORKS. ` �\ ( ) � ,' � �, .- '� ;:' � � 4. ERRORS OR OMISSIONS. APPROVAL OF THESE PLANS BY THE CITY DOES NOT RELIEVE THE APPLICANT AND ENGINEER OF RECORD FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. b. PAVING INSPECTIONS. TWO PAVING INSPECTIONS ARE REQUIRED BY THE DEPARTMENT OF PUBLIC WORKS: (1) PRIOR TO PAVING, AT BASE GRADE COMPLETION; � f ,� �� ♦` fd`,. / AND (2) DURING PLACEMENT OF AC. '�� '� -��,...'' -p ' .' / 5. WORKING HOURS. CITY ORDINANCE NO. 94-25 STATES THAT NO PERSON SHALL ENGAGE IN OR CONDUCT CONSTRUCTION C. DRIVEWAYS. ALL ONSITE PRIVATE RESIDENTIAL DRIVEWAYS SHALL COMPLY WITH THE APPROVED PLANS AND CITY STANDARDS, AND SHALL BE INSPECTED AND �` / `a ♦ / ACTIVITY, WHEN THE CONSTRUCTION SITE IS WITHIN ONE-QUARTER OF A MILE OF AN OCCUPIED RESIDENCE, BETWEEN THE CLEARED BY THE CITY ENGINEER PRIOR TO PAVING. ` '�.. - +BAp HOURS OF 6: 30 PM AND 6: 30 AM, MONDAY THROUGH FRIDAY AND SHALL ONLY ENGAGE IN OR CONDUCT CONSTRUCTION --' . ` ACTIVITY BETWEEN THE HOURS OF 7: 00 AM AND 6: 30 PM ON SATURDAY. NO CONSTRUCTION ACTIVITY SHALL BE 14. UTILITIES. ALL UNDERGROUND FACILITIES AND LATERALS SHALL BE IN PLACE PRIOR TO PAVING. % ` ,j UNDERTAKEN ON SUNDAY AND NATIONALLY RECOGNIZED HOLIDAYS. 15. TRENCHING FOR UTILITIES. ALL STREET TRENCHES SHALL CONFORM TO CITY AND ENGINEERING STANDARDS. REFER TO CITY STANDARD NO. 407 TRENCH/POTHOLE 6. REGULATORY AGENCY CLEARANCES. THE ISSUANCE OF A PERMIT BY THE CITY DOES NOT IMPLY 0R PROVIDE ANY REPAIR" FOR TRENCH MAINTENANCE AND/OR REPAIRS. IF TRENCHES IN CLOSE PROXIMITY AND PARALLEL TO GUTTER LINES RESULT IN LEAVING PAVEMENT STRIPS IN � �, � � CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF STATE OR FEDERAL ENDANGERED SPECIES DISTRESS OR LESS THAN TWO FEET IN WIDTH (BETWEEN THE TRENCH AND GUTTER LINE), SAID PAVEMENT STRIPS SHALL BE REMOVED AND REPAVED, AT THE DISCRETION j� .--~ . THE APPROPRIATE CLEARANCES FROM THESE AGENCIES SHALL BE OBTAINED PRIOR OF THE CITY ENG I NEER. A TACK COAT SHALL BE APPLIED TO JOIN EXISTING ASPHALT CONCRETE AND VERTICAL SURFACES IN COMPL I ANCE WITH THE GREENBOOK. �, i ; \ ACTS OR WATER QUALITY REGULATIONS. TO ANY SITE DISTURBANCE OR GRADING. 16. PARKING LOT GRADE. THE MINIMUM AC OR CONCRETE PAVEMENT GRADE SHALL BE ONE PERCENT (1X). \ ` q T Of \ \ 7. CONSTRUCTION CHANGE. ANY CONSTRUCTION CHANGE MUST BE FIRST SUBMITTED TO THE CITY AS A REDLINE REVISION FOR 17. GUTTER LIP. A 3/8 INCH LIP SHALL BE PLACED ADJACENT TO CONCRETE GUTTERS IN ACCORDANCE WITH CITY AND ENGINEERING A \\\ REVIEW AND APPROVAL PRIOR TO IMPLEMENTING THE CHANGE IN THE FIELD. REFER TO THE CITY'S ENGINEERING AND STANDARDS. REFER TO STANDARD NO. 200. '' � CONSTRUCTION MANUAL. a 18. PAVING DETAIL AROUND MANHOLES, VALVE COVERS, ETC. ALL PAVING AROUND MANHOLES, UTILITY VALVE COVERS, ETC. SHALL BE IN °4, �� 8. PRE-CONSTRUCTION MEETING. A PRE-CONSTRUCTION MEETING SHALL BE SCHEDULED TWO WORK DAYS PRIOR TO THE START o ACCORDANCE WITH THE GREENBOOK REQUIREMENTS, UTILITY AGENCY REQUIREMENTS, CITY AND ENGINEERING STANDARDS. REFER TO OF CONSTRUCTION. DURING CONSTRUCTION, A DEPENDABLE AND RESPONSIVE CONTRACTOR' S REPRESENTATIVE SHALL BE AT LOT 2 �, , `\� THE JOB SITE AT ALL TIMES. � CITY STANDARD N0. .503 'PAVING DETAIL AROUND MANHOLE. � �, � 9. UTILITIES. APPROVAL OF THESE PLANS BY THE CITY DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR Ln 19. AC PLACEMENT. THE METHOD OF DEPOSITING, DISTRIBUTING (I .E. , USING A SELF-PROPELLED SPREADING/FINISHING MACHINE) AND ` y COMPLETENESS OF THE LOCATION, NOR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITIES WITHIN THE ROLLING AC SHALL BE IN ACCORDANCE WITH THE GREENBOOK. °�` '' y I PROJECT LIMITS. ANY UTILITY DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE GOVERNING AGENCY BY THE CONTRACTOR, AT HIS EXPENSE. 20. ACCEPTANCE OF PRODUCT. THE CONTRACTOR SHALL REPAIR ANY DEFECTIVE SURFACING DUE TO GRADE SETTLEMENT OF FILLS, TRENCH , rJ 10. SURVEY. I T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF RECORD AND TO INSTALL o FILLS OR BASE MATERIAL, AS REQUIRED BY THE CITY ENGINEER. NO PAVEMENT 'BIRDBATHS., OR DEVIATIONS GREATER THAN 1/8 INCH `� 04 �� STREET CENTERLINE MONUMENTS, AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 491 . CENTERLINE TIES SHALL BE IN SIX FEET SHALL BE ACCEPTED. /' PROVIDED TO THE CITY ENGINEER, UPON COMPLETION OF THE PROJECT AND BEFORE ACCEPTANCE IS GRANTED. ALL 21 . PROTECTION OF WORK. THE CONTRACTOR SHALL: (A) PROTECT EXISTING STRUCTURES, CURB AND GUTTERS, SIDEWALKS, LANDSCAPING, `��`, ,' ,' LOCATION MAP EXISTING MONUMENTATION (DISTURBED OR DESTROYED DURING CONSTRUCTION) SHALL BE REPLACED TO CITY STANDARDS IN CATCH BASIN DEPRESSIONS AND OTHER SURFACE FEATURES AGAINST DAMAGE CAUSED BY PAVING OPERATIONS AND ASPHALT SPRAY; (B) SCALE: 1'1=150' ACCORDANCE WITH THE LAND SURVEYORS ACT AND THE STREETS AND HIGHWAY CODE, AND AS APPROVED BY THE CITY a ENGINEER. UPON REQUEST, SURVEY CUTS SHEETS SHALL BE PROVIDED TO THE CITY ENGINEER. PROTECT COMPLETED WORK; ALL VEHICULAR TRAFFIC (I .E. , MOVING OR STATIONARY LOADS) SHALL BE KEPT OFF NEWLY PAVED AREAS m UNTIL PAVEMENT SURFACES HAVE COOLED DOWN ADEQUATELY; (C) CLEAN THE SITE ( I .E. , REMOVE LOOSE PAVEMENT AND AGGREGATE, 11 . DUST CONTROL. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS, AS APPROVED BY THE CITY ENGINEER AND I- SHALL COMPLY WITH SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT'S (SCAQMD) RULE 403. cn CLEAN OUT ALL MANHOLE PITS, ENSURE FREE OPERATION OF VALVES AFTER PAVING, REMOVE ALL DEBRIS, RUBBISH AND EXCESS 1 MATERIAL FROM WORK AREA, ETC. } . 12. CONSTRUCTION FENCING. A SIX FOOT CHAIN LINK FENCE IS REQUIRED ON ALL INDUSTRIAL AND COMMERCIAL PROJECTS °' LEGAL DESCRIPTION: DEVELOPER OWNER UNTIL ROOF SYSTEMS ARE COMPLETED OR AS DEEMED NECESSARY BY THE CITY ENGINEER FOR PUBLIC SAFETY. THE N 22. OTHER CONSTRUCTION NOTES. REFER TO SEPARATE NOTES FOR "GENERAL," "GRADING," AND "EROSION AND SEDIMENT CONTROL" REAL PROPERTY IN THE CITY OF TEMECULA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, WOODSIDE HOMES MAINTENANCE OF THE FENCE IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. m REQUIREMENTS. DESCRIBED AS FOLLOWS: 11870 PIERCE STREET, SUITE 100 13. INSPECTIONS. ALL WORK PERFORMED WITHOUT PROPER INSPECTION FROM THE CITY MAY BE SUBJECT TO REJECTION. w LOTS 1 , 2 AND 3 AS SHOWN BY TRACT MAP 23992, ON FILE IN BOOK 231 PAGES 9 THROUGH RIVERSIDE, CA 92505 Q 12 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. CONTACT : TRENT HEINER 14. OTHER CONSTRUCTION NOTES. REFER TO SEPARATE NOTES FOR GRADING, EROSION AND SEDIMENT CONTROL, PAVING AND = EXCEPTING THEREFROM THAT PORTION OF LOT 2 SET OUT IN THAT ORDER OF PHONE : (949) 858-4980 TRAFFIC REQUIREMENTS, IF APPLICABLE. n- BASIS QE BEARINGS MOTE: I OTICE TO THE CONTRACTOR CONDEMNATION RECORDED JUNE 20, 1997 AS INSTRUMENT NO. 97-218033 DESCRIBED w Li THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR AS FOLLOWS: ASSESSORS PARCEL Ht/MBER: SHEET /HDE71C THE BEARINGS SHOWN HEREON ARE BASED ON A BEGINNING AT THE MOST WESTERLY CORNER OF SAID LOT 2, ALSO BEING THE SOUTHWEST �- PORTION OF THE CENTERLINE OF YNEZ ROAD AS STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE CORNER OF PARCEL 2 OF PARCEL MAP NO. 23624 AS SHOWN BY MAP ON FILE IN BOOK 169 OF g44-330-001 SHT. 1 GENERAL NOTES, LEGEND, VICINITY MAP AND LOCATION MAP i AVAILABLE RECORDS. APPROVAL OF THIS PLAN BY THE CITY OF TEMECULA, PARCEL MAPS AT PAGES 24 THROUGH 26 THEREOF MAPS, RECORDS OF RIVERSIDE COUNTY, �-' SHOWN ON TRACT NO. 23992, M.B. 231/9-12 BEING > EASTERN MUNICIPAL WATER DISTRICT AND RANCHO CALIFORNIA WATER CALIFORNIA, THENCE NORTH 71°25'31" EAST ALONG THE NORTHERLY LINE OF SAID STREET IMPROVEMENTS 0 IN N 48 15' 11"W ry DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR LOT 2, ALSO BEING THE SOUTHERLY LINE OF SAID PARCEL 2, AT DISTANCE OF 73.50 FEET; COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND THENCE SOUTH 47°22'37" EAST, DISTANCE OF 10. 15 FEET; THENCE SOUTH 20°00'00 SHT. 2 INDEX MAP & CONSTRUCTION NOTES PLAN NiN G ■ DESIGN ■ CONSTRUCTION UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE EAST, DISTANCE OF 412.45 FEET; THENCE SOUTH 40°00'00" WEST, DISTANCE OF SHT. 3 DETAIL SHEET CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO 75.43 FEET TO THE WESTERLY LINE OF SAID LOT 2, ALSO BEING THE EASTERLY LINE OF SHT. 4 AVENIDA AMISTAD o PROTECT THE UTILITY LINES NOT OF RECORD OR SHOWN ON THIS PLAN. INTERSTATE HIGHWAY 15 AS SHOWN ON SAID TRACT NO. 23992; THENCE NORTH 15°45'23 SHT. 5 AVENIDA AVILA o 40810 COUNTY CENTER DRIVE,SUITE 100 WEST ALONG SAID WESTERLY LINE OF LOT 2 AND EASTERLY LINE OF INTERSTATE SHT. 6 CALLS CAR I LLA Q TEMECULA, CALIFORNIA 92591-6022 HIGHWAY 15, A DISTANCE OF 181 . 12 FEET; THENCE NORTH 25 36 WEST. CORTE MELOSA j C O N S U LT 1 N E3 951.676.8042■ FAX 951.676.7240 - www.RBF.com CONTINUING ALONG SAID LINE, A DISTANCE OF 218.60 FEET TO THE POINT OF BEGINNING. o LD12-108CO Q CONSTRUCTION RECORD BENCH MARK FES DESIGNED BY DRAWN BY CHECKED BY DRAWING NO. % DIG#ERT T-32-81 RESET 1987 A 2 1 2" DISK SCALE �Q Q�0 s/pN9l M. DO TY M. DOTY M. DOTY -.,;; CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS N IN CONCRETE WALK NEAR THE ,`k,� <� A' 0. F2 RECOMMENDED BY: A� DATE: c14 CONTRACTOR HORIZONTAL �. ,>. PLANS PREPARED,._. DER THE SUPERVISION OF o DIAL TIINTERSECTION OF FRONT STREET AND RANCHO CALIFORNIA ROAD IN THE W m � PRIVATE STREET IMPROVEMENT PLAN 1-800-227-2600 INSPECTOR SIDEWALK OF A BRIDGE OVER THE AS NOTED w No. 73744 �' � VISI' � _. DATE: 1 `-5 24/ `~ Gly' � MURR I ETA CREEK ON THE NORTHWEST ACCEPTED BY: DATE: 1 2Z f 3 x" TR 23992 - PHASE B Q * *' MARK A DOTY r Q AT LEAST TWO DAYS CORNER OF BRIDGE. VERTICAL BEFC?RE YOU DIG DATE COMPLETED sTlT ClV11- `�` GREG TLER TITLE SHEET 4`pF �FO� R.C.E. NO. 73744 D I RECTOR OF PUBLIC WORKS/CITY ENG I NEER j''Q"�saE.a4 SHEET OF UNDERD OMD SERVICE ALERT OF SOUTHERN CAUFMIA ELEVATION = 1007.337 DATE BY REVISIONS DATE ACC'D AS NOTED CP`\ R.C.E. 47109 1 1l -_ / \ f'! / ./• � t1 ;-:.�'" tit`,' ti.. ` } '`+� �_�-,�S:R-___ A> 24X 01 ov / ® TRACT BOUNDARYj(# j I}� E QUANTITY UNIT NOTES r t W \ . �`E CONSTRUCT 0.33 AC W SEAL COAT OVER 0.50 CRUSHED AGGREGATE BASE OR AS REQUIRED BY THE 23 : { t \ / A.C. 892 TON t Q �_ � �_.. .� ._ rE ' ! � m ® " ' � f l ��� 37, 168 S.F. A.B. 689 C.Y. SOILS ENGINEER10 3 CONSTRUCT MODIFIED ROLLED CURB PER DETAIL ON SHEET 3 2 ,232 L.F. 1 ! ; I ti .•. ® \ / t ? �4 E < �4 CONSTRUCT MODIFIED 6 CURB AND GUTTER PER DETAIL ON SHEET 3 446 L.F. F / <Z6 �. 6 CONSTRUCT 1 ' STEP OUT 98 L.F. 11, 7 CONSTRUCT CONCRETE ACCESS RAMP PER DETAIL ON SHEET 3 11 EA. \ �,° `� ' \ .. c �` ``K � , '�'� 8 CONSTRUCT CONCRETE CROSS GUTTER PER CITY OF TEMECULA STD. NO. 21 1 MODIFIED WIDTH PER PLAN 733 S.F. A ' 170 '0� 7 ® \ - t'; : SECONSTRUCT 4 CONCRETE WALKWAY PER CITY OF TEMECULA STD. NO. 401 5,$06 S.F. TEMECULA STD. NO. 401 7 � � �, , ® •, . 10� °,..�: ;, � '� ,� � �t ,�, 1CONSTRUCT 6 CONCRETE SIDEWALK PER CITY OF 1 , 55 S.F. i \ `` '. CONSTRUCT LOCAL DEPRESSION PER RIVERSIDE COUNTY STD. DWG. NO. 311 2 EA. •-' \ 1. '' � % 15 EA. �°`; /' � \ ® �%" 17 WARP CURB FROM MODIFIED 6" CURB & GUTTER TO MODIFIED ROLLED CURB j t ,/ j( i 6 't `l`�1 ', \28 rr' 18 WARP CURB FROM D-6 TO MODIFIED ROLLED CURB 6 EA E 1 ► i i �,. t ' ' ,� ,; @ICONSTRUCT TYPED-6 CURB (6 C.F. ) PER CITY OF TEMECULA STD. NO. 204A 452 L.F. ",\ 1 r /s� ov t� t i �' �x / t A 4 �� ® ` �' 20 CONSTRUCT 3 -0 WIDE RIBBON GUTTER PER DETAIL ON SHEET 3 758 S.F. jj `X`11 ' INSTALL W53A "NO OUTLET" SIGN PER CALTRANS STDS t; tz St ••� ,� �ti , \� \ ,..�` /,\\1 \``- ...' Y. F j fE \�Lt t EA• INSTALL SITE ENTRANCE WARNING SIGN PER DETAIL ON SHEET 3 1 EA. r` \ ` 2� t 15 ; \ --''` INSTALL DISABLED PARKING SPACE SIGNAGE AND STRIPING PER DETAIL ON SHEET 3 2 EA. j `Q INSTALL STREET NAME SIGN PER CITY OF TEMECULA STD 404 & 405 ;f � � 1 t '� ^• ,,.--r' � ,,�---- t�., / ;, , 2fi I NSTALL R-1 STOP SIGN, 12 STOPBAR, & STOP LEGEND PER CALTRANS SIDS 2 EA. I/1 51 \ p i". .? '� t / tee,.-", XX29 + 21 f5 y �Y��, try J'{'.a 1 i\ .•O:Y AO t.t• `V1 �, !i/'.�.+^'• \ s loo- 2 ® 66 „� 1 . 67 15 \ �- �4� \ �\ ••. .,- --' ''�' f '� LEGEND , �. p ,,,�►�' �.�`` -f�-� � , , �: CENTERLINE ti .001 69 i -r \ �' R/W 4110 70 .000 L ,• 'i► Q RIGHT-OF-WAY WAY a ,`;' TOP OF CURB TC ,� % � � SIDEWALK SWK - FLOW LINE FL N NID r f A y0 \ v\ FINISHED GRADE FG +---- 1 `� �l \�. \ GRADE BREAK 14 100 GB I r jY �•t '�\ \ / Ln l`t`t!,� rprd'' TYPICAL TYP r- 1 '�� � `� � �t-+ �.- 9` \ ,'tf a �rr��,"'� t � ,\ � ', T J{ "f\ °�'ro✓" "1` f /' 1' ,`' � ,r o •f s, y. .`r"" \ "� '`_, (� u X54 , _-_ ASPHALTIC CONCRETE A.C. E- . � "Al ,�'" E� � A ,- �-' ,E \ CONSTRUCTION NOTE NUMBER 1 ' � -„�,�..M^”' ��y{ � } ,' l � `. Qq P �'' •, , \ �` / `,""� i' .' 'r l / - ��-- .' ' 58 \\ -'f60, PROJECT BOUNDARY -- -- -- -- i ,patt> E '57 '' i• f{ J `. 4 ` '' '' `3fi I�� t \ rtA✓� ..."-" 1 `a ,.-r`� E f<,1 r/ .k i i M� ,� ; .•'r ___" - N f W ' LCD O EXIST STORM DRAIN _________________ --- L.Jh "`<62t\ ' ell fit\ E ,✓ '' PROPOSED STORM DRAIN - - --Sp- - - - (f SSv ''f Y^"'-r � `l t ,, F �e'`"•"'�.""- �1✓ � .,,"''t..--...-,.'`,... 1 'L' v- ,,P ' , ''ti. "+. ,+,,+ lr' LaT � 1 ! J '' ,✓",rte,+ \ \f � � �' /� � a+a �\� � � �: i,^"''t � � , �j'1, .^�;t ",�e"� ,,,...`:' r..-.''",. »,e'-+,�,.<x'`. � d �, `� \f,, r' � ` / y.'r }/•;...i '.• �1 'i� 8y r f,, � E 4 ` ` P , , �,`\ STREET SIGN-x-z/e, N STOP SIGN -�- m w CATCH BASIN cn Q n / w w cn w O I PLANNING ■ DESIGN ■ CONSTRUCTION J INDEX MA / 0 z N N N 40810 COUNTY CENTER DRIVE,SUITE 100 : 1 •��= Q TEMECULA, CALIFORNIA 92591-6022 CONSULT 1 N G 951.676.8042■ FAX 951.676.7240 ■ www.RBF.com a LD12-10800 Q CONSTRUCTION RECORD BENCH MARK SCALE OFESSI DESIGNED BY DRAWN BY CHECKED BY DRAWING NO. DIG BERT T-32-81 RESET 1987 A 2 1 2" DISK �O QR °N9� M. DOTY M. DOTY M. DOTY CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS N IN CONCRETE WALK NEAR THE/ k �`� A. 0, < RECOMMENDED BY: 9� DATE!l ZZ N DIAL MLL IM CONTRACTOR INTERSECTION OF FRONT STREET AND HORIZONTAL ��. ,,� PLANS PREFAB NDER THE SUPERVISION OF o� TAN o RANCHO CALIFORNIA ROAD IN THE AS NOTED `C.D�' G��� co PRIVATE STREET IMPROVEMENT PLAN Ln 1-800-227-2600 INSPECTOR SIDEWALK OF A BRIDGE OVER THE °G No. 73744 !�,/' DATE. ,. ,2 d�..3 ;..;`. - 9 TR 23992 - PHASE B Q MURR IETA CREEK ON THE NORTHWEST * ACCEPTED BY: DATE: 2 13 r: ,... W I- AT LEAN'TWO DAYS CORNER OF BRIDGE. VERTICAL * MARK A. DOTY BEFORE YOU CHQ `r>' C1Vt� \�' GREG BU LER INDEX SHEET o DATE COMPLETED qTF 0�� R.C.E. NO. 73744 DIRECTOR OF PUBLIC WORKS/CITY ENGINEER T,o. iss�... o- UNDEFtGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ELEVATION = 1007.337' DATE BY REVISIONS DATE ACC'D AS NOTED OF `��� R.C.E. 47109 " 'NO° SHEET 2 OF 6 / 1,_0 1,_0 --- P. -a CL=TC-0.1 1 6 ALL CURB FACE AC PAVEMENT 3/8 P� 3/8 A PAVEMENT WEST EAST DATA REFERS TO LEVEL LINE �_��IC 15' 15' NO. R= THIS LINE t� /W PER S/W PER R=1/2" �3 PLAN VIEW PLAN VIEW A 2% 2% 00 4 ........... 17" MIN. 6" MIN a Q 6 0 ................ A.B. ob 40. -obo. *Ob 8" THICK CONCRETE o. TC JOINT U TI L. Mt W/O STEEL REIN. MODIFIED 6" CURB ODIFIED 6" CURB ELEV. TRENCH SET SIGN ON A 1-3/4" SQ. GALVANIZED R-1 /2 PROPOSED 30" (PRIVATE) STEEL POST INTO 1 FOOT SO. X 2 FEET FL TO EP 0.11 DEEP CONCRETE FOOTING. R-1 PLAN 6- CURB ODIFI�ED 6" UNAUTHORIZED VEHICLES CALU CAMIALA PARKED IN DESIGNATED TC=FL+0.40' RIBBON GUTTER DETAIL Not To Scale ACCESSIBLE SPACES -LETTERING ON SIGN MUST BE T.1. = 5 NOT DISPLAYING A MINIMUM OF 1" IN HEIGHT DISTINGUISHING PLACARDS PCC NOT TO SCALE OR LICENSE PLATES 2'-1 z ISSUED FOR PERSONS WITH DISABILITIES MAY BE TOWED AWAY AT OWNER'S EXPENSE. MODIFIED ROLLED CURB DETAIL CL-TC-0.07' TOWED VEHICLES MAY BE .,,-CONTRACTOR TO COORDINATE WITH RECLAIMED AT POLICE DEPTH FOR EXACT WORDING NOT TO SCALE S/W PER 12' 12' S/W PER THE POLICE DEPT AND PHONE UMBER PLAN VIEW PLAN VIEW OR BY TELEPHONING SAWCUT 1' MIN. 2% 2% (951) 696-4357 -"2 MIN. REMOVE EX. PAVEMENT MODIFIED ROLLED JOINT UTIL MODIFIED ROLLED 0.10' MIN. THICKNESS-\ /,-COLDPLANE EX. PAVEMENT CURB & GUTTER CURB & GUTTER AC OVERLAY TO 0.10' MIN. DEPTH M PROPOSED 24" (PRIVATE) ry FEATHER OVERLAY TO :D OF EDGE MODIFIED ROLLED CURB AND GUTTER Site Entrance U 1 MATCH EXISTING OF PAVEMENT IN­TRAC`r S 3ETS Warning Sign Detail ..- Not To Scale 23 EX�.=PAVEMENT T.1. 5 6 1'-6 NEW PAVEMENT NOT TO SCALE TC R=3/8" ELEV. R=1" 4$$ WIDE BLUE STRIPE Co SAWCUT & JOIN EX. PAVEMENT DETAIL 6"CURB FACE 14 CL-TC-0.17' 8.0% MAX ACCESS RAMP A.C. PAVEMENT NOT TO SCALE 12' 12' W. 8.0% MAX ACCESS RAMP S/W PER S/W PER PROPOSED 4' 6' 7' cv PLAN VIEW % PLAN VIEW WIDE WALKWAY 2% MAX R=3/4" 2 YrL% 2% VAN ACCESSIBLE PARKING ------- PARKING SPACE SIGN (TYP.) 6 SPACE SIGN (TYP.) in MODIFIED 6 JOINT UTIL. MODIFIED 6 -ro r. CURB & GUTTER TRENCH CURB GUTTER WS LO 131. --.,,---WHEEL STOP TC=FL+0.50' 2% MAX PCC PROPOSED 24' (PRIVATE) MODEPIED 6" CURB AND GUTTER LEVEL LIN 00 V_ 5 16' IN-TRACT S 3ETS AN VIEW ET 17 + SLOPE Not To Scale VAN 4" WIDE BLUE STRIPES T.1. = 5 NO,P ING TYPICAL SYMBOL MODIFIED 6" CURB DETAIL WITHIN THE ACCESSIBLE NOTE: 9* PARKING STALL PAINT THE NOT TO SCALE " VAN ACCESSIBLE on - PARKING STALL WORDS "NO PARKING" IN" TOP OF 6$' CURB R/W ACCESS AISLE 12HIGH LETTERS MIN. OR ROLLED CURB R/W VAN ACCESSIBLE 12" WIDE BORDER 12" WIDE BORDER 66' C W/ 1/4" GROOVE W/ 1/4" GROOVE 0 F TYPICAL STALL APPROX. 3/4" O.C. APPROX. 3/4" O.C. 000000001 C, 10 Ej� of 6' 5' 22' 22' 5' 6' I Q t MIN? 36" 'S J_1113J - SIDEWALK_ SIDEWALK 1/2" RADIUS I CI 0 0 110 0 0 0 1 < 0 0 R 4$ 100000000 1 SEE TRUNCATED DOME --Lz o Dooi n 107 - DARK BLUE 4/V MIN. E3 00000( DETAIL BELOW 0000 000 1 ftf 2% 2% E3 000 0 ED Crll- x 0 0 1 Aril i ........ WHITE 000 Q8.-3-5%) 000� <001 n 00013 TOP OF 6" CURB 000 001 72- 7 0 ?_ 00000 A % 0000 uOOE REFLECTORIZED SIGN 00,000 0A OR ROLLED CURB 000000001_, - E TOP OF 6" CUR 130 00 0-1 PROP 8" C&G 66F R/W PUBLIC PROP 8" C&G - pqpp kp7np 3R r .�,�r.' A 4 J' �Mft A I RESERVED CONSTRUCTED OF RESERVED OR ROLLED CURB flv%A 6" CURB 0" CF Rancho 94"%& N FOR PORCELAIN STEEL FOR Not To Scale 0 DISABLED WITH BEADED TEXT DISABLED For Reference Only LH 0 OR EQUAL AND 0 SEE TRUNCATED DOME rr) SEALED TEXTURE. J DETAIL BELOW Refer to Soils Report for Over Excavation Requirements City of Temecula Std. no. 103A VAN ACCESSIBLE NOTE: HANDICAP ACCESS RAMP MODIFIED HANDICAP ACCESS RAMPS SIGN TO BE CENTERED AT THE NOT TO SCALENOTTO SCALE >_ INTERIOR END OF PARKING SPACE 0I— EMBLEM MUST BE LOCATED IN STALL SO THAT IT IS VISIBLE BY A TRAFFIC AREA OF SIGN TO BE A MINIMUM 80'$ MINIMUM FOR ENFORCEMENT OFFICER WHEN A OF 70 SQUARE INCHES FREE STANDING NOTES 1219.2 mm (4 ft.) R/W CD VEHICLE IS PROPERLY PARKED IN 1. Detectable warning surface color shall be yellow Q THE SPACE (CENTERED AT ENTRANCE SET SIGN ON A 1 -3/4" SQ. GALVANIZED conforming to federal standards 595B Table IV, color DETAIL 1 TRUNCATED DOMES R/W No. 33535, or as specified by the agency, 61.0 mm TO STALL RECOMMENDED). STEEL POST INTO 1 FOOT SQ. X 2 FEET 40-6 mm to 61.0 mm Color shall be homogeneous throughout the tile. @ 40.6 mm to n- t 2. 66' DEEP CONCRETE FOOTING. (1.6 in. to 2.35 in.) (1-6 in_ in.)SPACING C/C M 2. Truncated dome top diameter of 50% of the base I TO TOP OF 16.5 mm diameter minimum to 65% of the base diameter maxim WALKING SURFACE (0.65 in. E 0(DO 3. During and after the tile installation and the concrete :3 minimum curing stage, it is imperative that there is no walking, r= E c-P .G [0 E 63 1— 5' 6' 22' 22' 6' 5' leaning or external forces placed on the We to rock E = c� C 0) 8 Ga- CN 00000 00000000O 000 the tile, causing a void between the underside of the on V) 0 0 0 SIDEWALK SIDEWALK CN aiSabled Parking Space 90,00 000co 00 and concrete, 0 00 C0 0 0.0.0.C E2 E C3 E 00 00000000000000000000000000 E,a- ME C_� 2% 2% ;0 000 See note # 2 E Lij Cf) Signage and Striping Detail 000 E *0 '1*0 *�� '4� *00 00000 0 00 0 0 00 0 0 000 0 0 00 0 0 000 0 0 00 0 0 00 24 --7- L 12.7 mm ()V2 in.) to 0@0 00 •0 0 000 0 0 00 0 0 • < E 000000* *0 0 0 J3 00000 000000000 000 - - E U:! NOT TO SCALE _6j Z n E 0000000000000000000 :x to CL q U� -� 00000 000000000 000 5.1 mm J5 Base E E 6 = I-" 0000000 0C (0.2 in-) PROP 6" C&G PROP 6" C&G ff,.g 66f R/W PUBLIC U� 0007 0 0 0 A PLAN - TILE wco 1 46 a 0 0 A Tierra Vista 0 0 NOT TO SCALE cj:f 00 00 E 0 Not To Scale 000\�,�000 0 43 For Reference Only OTE, Q Refer to Soils Report for Over Excavation Requirements LLJ PATTERN, SIZE & See note # 3 > ORIENTATION ARE 22.9 rn to 35.6 mm City of Temecula Std. no. 103A 0 PER MANUFACTURER'S (0.90 in. to 14 in ry RECOMMENDATION n PLANNING 0 DESIGN 0 CONSTRUCTION > DETAIL 1 NOT TO SCALE 40810 COUNTY CENTER DRIVE,SUITE 100 TRUNCATED DOME DETAIL < N 0 M TEMECULA, CALIFORINLA 92591-6022 CONSULTING 951.676.8042a FAX 951.676.7240 - www.RBF.com NOT TO SCALE LD12-IOSCO CONSTRUCTION RECORD BENCH MARK `` DESIGNED BY DRAWN BY CHECKED BY DRAWING NO. DI �'�ERTSCALE ??,CJFESS M. DOTY M. DOTY M. DOTY CITY CSF TEM ECU LA DEPARTMENT OF PUBLIC WORKS T-32-81 RESET 1987, A 2 1/2" DISK A. IN CONCRETE WALK NEAR THE HORIZONTAL (I RECOMMENDED BY: Cjt,���DATE: DLA m CONTRACTOR V_ PLANS PREPARED UNDER THE SUPERVISION OF CD DL Tom INTERSECTION OF FRONT STREET AND �4 in RANCHO CALIFORNIA ROAD IN THE PRIVATE STREET IMPROVEMENT PLAN LAY zo/.r DA TR 23992 PHASE B 1-800-227-2600 INSPECTOR SIDEWALK OF A BRIDGE OVER THE AS NOTED No. 73744 TE: 3 < MURRIETA CREEK ON THE NORTHWEST ACCEPTED BY: CORNER OF BRIDGE. MARK A. DOTY q�;� DATE: l ""` AT LEAST TWO DAYS VERTICAL GREG BU41E� < BEFORE YOU EX13 DATE COMPLETED C I V I R.C.E. NO. 73744 DIRECTOR OF PUBLIC WORKS/CITY ENGINEER ...98 1 9 DETAIL SHEET UNDEP011:"ID SERVICE ALERT OF SOUTHERN CAUFORNIA I I ELEVATION 1007.337' DATE BY REVISIONS DATE JACC-D I AS NOTED OF R.C.E. 47109 No SHEET3 OF 6 PROFILE SCALE HORIZ. 1 40' VERT. 1 4' 14.48 9 6 Z -94 4= A)' 5 ' ly I al I'll Lu -ILY - m - I @ 4+ 53. 33 I w LL- Lf) � ­f cl %_1 I- -)-i I n IV) 0-6. ' 9 00 0 oc A C)-i EL 1 Q I ) I T�?(_ �__LL_ C-) i cbi gplL 1. m I mi I Lo 0 a 0') ri r�CIS N "Ill.9 Lr. 0 1w 71"' V) UJILJ 1 06 V)00 0 (01 z - f I I �i C61 � '�_I�oc I N"i 01 1 Im 1011 01 01j 0 c i 61:" )r�_ . L0 cy) a* (:) 00 r� 0 N 00 C)0) - I I .r% P­ CL W. wi 1 . 0 0 r" 0 + cy) + r7i C:> + 0) -C m �Lo (0 (0 + 6) V_ T- a (- + LLJ + 0) in 1 71 I Fi I --A- 0)0) V C)C) > 310 ...... ............. ......... .... < 'FOP OF 61 CURBI RIGHT r%m f-%r- r-m -0-1cm nN TO r _j U)vj I I I vi vi u U.'i U/0 1-�Z> Z 0<1 -r 1 4 0 E;O% ON FL CPRB LE--T m UR LEFT -0.60% ION EL 109 6 .34 Tc TO f 01: 6 CURB RIGHT < <L LO L' < m 7' YIc . - _@ I I c Ill- Im Mw m < I, LL "q- 1. L1. C) u_ c co D 0 Lo Z) 0 (10 11 LJ< 0 o m n - I . ()L C) P-11 I _X _1cm07__ LL_ 0 U) LL_ Lo 0 0 • 5 00 ID 0 LL_ 00 Oh 0 C14 1 1 + 0') qt N Iql 114- 0 (X) 0 C) 0 rl- . 0 0 0 0 - . D 0 0 + a) • I w C: u L_; i _0F_ - '4- ) T­ V­ 1 0, 59%0 .77m r I N Izon SJRr ACE TR ET �- FT!slTqk 'r-IIRF'Arfr I 15 49 0 .04-110 1 1 1@ STRETI 071) 14+4(9. 14--bb.05 j A/4=3.87' nj C-0 -2t /4=r) 1 1 rr' A/4=5_3&L Lr) Lr) c C) L.L C) C) 0 to 0 a) © ~ N . OCU 00 cj I I I I I I I I 0 � L 61 LN LAJ LA.J 1 0 L 0)C)m a (y) + C)al +- 6, 0 LO (N 01 0 rl_ 4- m 000 c C) 0 00 D c 0 W ClIg I 1 00 + C) M 0 0 0 r1__ c� 0 C14CD + 0') V_ .04 o 0 r*- 0 'a') C) r- %&j I%-..f .5C O n 0 +( :7) m(r) 07 a 0 0')C 1 0') 3)a 0') C D + 0')(F) + 0) 1 0-c _m 0-c C D-11t jD(xAr)-0 r- Ir-N Irl-T_T_ 0 C--v T- Jll- 590 T_ I Nil CUB IEFT F?AM:) I ZAM:1 q ri ipp i p- a L-L- L.'-TAIL L_ '..pl I I .6 ETIL V .)n I .%1 ALVENI AMI$TiAD I 1314. 16 17 18 1{? 12 COMSTRUCTIOM MOTES 10+00.00 AVENIDA AMISTAD 'c) =10+77.95 AVENIDA AVILA CONSTRUCT 0.33' AC W/SEAL COAT OVER 0.50' CRUSHED AGGREGATE BASE OR AS 1098.52 FS 0 SEE DETAIL 3 REQUIRED BY THE SOILS ENGINEER 0 6 SHEET 6 10+56.43 BCR < Ar cp- 0 A CONSTRUCT MODIFIED ROLLED CURB PER DETAIL ON SHEET 3 1098.59 TC NID V A 11+00.44 ECR Jk 0- 0 �A 0 33 ' 4 -35 do 1(f\ __�cp 32 G) CONSTRUCT MODIFIED 6" CURB AND GUTTER PER DETAIL ON SHEET 3 1098. 19 FL �1098.60 TC 36 47 1098.20 FL 'c�- 10 LO 18+34.94 EC anon 9 1�71 1 31 CONSTRUCT CONCRETE ACCESS RAMP PER DETAIL ON SHEET 3 20 R.WE A ox 10+21 .5 evr (0 ') 19 2 ECR 0 cn (-o c U) -i 1098 A�p ­\ & �3 30 8 CONSTRUCT CONCRETE CROSS GUTTER PER CITY OF TEMECULA STD. NO. 211 .48 TC 2w A I-W lq_:� (0:D 0 31 10 M 0:� 29 MODIFIED WIDTH PER PLAN -:c < C) r-- 1098-08 FL 10� C? CJX CO (c) - 8 46 +21.65 0 2 (0 (0 Cy- 0') V)C) 0 7 1098.48 IC D 0 z w"t CONSTRUCT 4' CONCRETE WALKWAY PER CITY OF TEMECULA STD. NO. 401 3 .0 - < FL V) -- cr •- 13 IQ>' w _cc a- 0 7'Q u 0 U-) CONSTRUCT 6' CONCRETE SIDEWALK PER CITY OF TEMECULA STD. NO. 401 xv Nj' 0) 0 10 1 <WO ry'q- (C) 10+36.00 3C SEE DETAIL 1 �_ L_ ry 10 G) + (j) 7 18+05.06 BC 15 pe) �- I L� r-- ZOLO 0 17 WARP CURB FROM MODIFIED 6" CURB & GUTTER TO MODIFIED ROLLED CURB Nn n 0 LJ + 00 17+95.90 BCR SHEET 6a. 0 pr) A W%p 00 < co C) ry n (6 27 114- 0 + 0) 1098.21 TC 0 LO 20(�ui a) 10 CONSTRUCT TYPE D-6 CURB (6" C.F. ) PER CITY TY OF TEMECULA STD. NO. 204A r1e) + 0 w 0 Lr) 0 1097.81 FL 1-6 c) + (14 +0)0) + A r� LIJ "4-00 bj UJ V--T-- T-- '.- 17+75. 15 AVENIDA AMI 40 10* CONSTRUCT 3'-0" WIDE RIBBON GUTTER PER DETAIL ON SHEET 3 7 t . . bi =10+00.00 CORTE MELOSA 4 L 0 cn V) 0 + 1098.04 FS INSTALL R-1 "STOP" SIGN, 12" STOPBAR, & STOP LEGEND PER CALTRANS STDS 4 8 17 3 3 38 5 26 15 4 17 17 0 20 4 5 1 119 Uft17 - 4 44 21 +20.44 43 9 9,5.*,92 42 42 F-L CA 0 lc� �0' 22 '05 40 0 40 80 120 4 (LLE CAR 4e+20 14+62.42 ECR A16RT IQLA 2 30 m 1095 8CR 1096.26 TC � .92 TC 1095 1095.86 FL -42 FL GRAPHIC SCALE (n �'�! 3 'a AVENIDA AMISTAD 0') LINE/CURVE DATA LINE/CURVE DATA LINE/CURVE DATA F 23 10 FN 01 BEARING/DELTA LENGTH RADIUS TANGENT NOTE BEARING/DELTA LENGTH RADIUS TANGENT NOTE NO BEARING/DELTA LENGTH RADIUS TANGENT NOTE 35 6-89*38)06" 3. 13' 2.00' 1 .99' 6" CURB 1 N 45000' 12" E 36,00' STREET 18 N 65012'42" W 13.99' 6" CURB 2 A=71014'09 247.42 199.00, 142,56' STREET 19 A=12012'23 36 ,43' 171 .00' 18.28' 6 CURB 36 A=88043'38" 15,49' 10.00, 9.78' ROLLED CURB 39 b < 3 A--59025'30" 176 .32' 170.00' 97.02 9 STREET 20 N 77025'05 W 13.99' TRANS 4"-6"CURB 37 N 45000' 12" E 14.48' ROLLED CURB n I,­ 3 4 N 85039'27" W 49.96' -- -- STREET 21 A=90037' 10" 3. 16' 2.00' 2.02' TRANSITION 38 A=45002'26" 165.87' 211 ,00' 87.49' ROLLED CURB I 5 A=29026'06" 10775' 200.00' 52.53' STREET 22 A=11059'58" 39 . 16' 187.00' 19 .65' ROLLED CURB 39 A=26011 '43" 96.47' 211 .00' 49.09' ROLLED CURB bi 6 N 64054'27" E 42. 13 STREET 23 z�--260 11 '43" 85,50' 187.00' 43.51 ' ROLLED CURB 40 A=400 18'38" 128.05' 182.00' 66.80' ROLLED CURB 7 N 64054'27" E 150.49 9 STREET 24 A=59025>301$ 163.87' 158.00$ 90. 17' 1 6$$ CURB 41 A=81007'22 21 21 .24 1 15.00' 21 .84' TRANSITION U) 8 L--05042'29" 29.89' 300.00' 14.96' STREET 25 N 85039 '27" W 49.96' -- -- 6's CURB 42 A-82008'24" 21 .50' 15.00 9 13.07' TRANSITION w 91$ > 9 L=82'0 57' 19 14.48' 10.00' 8.84' ROLLED CURB 26 A=29026 '06" 96 .58' 188.00' 49.38' ROLLED CURB 43 N 85039'27" W 38.56 ' ROLLED CURB 0 10 A=98019'03 3.43' 2,00' 2.31 ' TRANSITION 27 N 64054'27" E 140.71 ' ROLLED CURB 44 A=29026tO6$$ 108.91 , 212.00' 55.69' ROLLED CURB 11 N 44059'48" W 13.92' 6" CURB 28 A=90°00'00" 15.71 ' 10.00' 10.001 TRANSITION 45 N 64054'27" E 192.62' -- -- ROLLED CURB PLANNING 0 DESIGN 0 CONSTRUCTION 12 N 45000' 12" E 12.66' 6 CURB 29 A=82049'09 14.45' 10.00, 8.82' ROLLED CURB 46 A=05042'29 28.69 288.00' 14.36 ' ROLLED CURB > 13 --07c54'45 91 23.61 ' 171 .00' 11 .83' 6" CURB 30 A--97010'51 " 3.39' 2.00' 2.27' TRANSITION 47 N 19023'04" W 1 24.00'_ 6" CUR 14 N 52054'32" W 13.99' 6" CURB 31 N 25005'33" W 13.94'_ -- -- 6" CURB n;7 40810 COUNTY CENTER DRIVE,SUITE 100 15 A=7037' 10' 3. 16' 2.00' 2.02' 6" CURB 32 N 64054'27" E 6.90' 6" CURB < $1 TEMECULA, CALIFORNIA 92591-6022 16 A=11003'50 36. 11 ' 187.00' 18. 11 ' 6 CURB 33 A=05"20'36" 30.59' 328.0 15.31 ' 6" CURB JA.01 ' CONSULTINE3 951.676.8042- FAX 951.676.7240 - www.RBF.com 17 A=90037' 10" 3. 16 ' 2.00' 2.0 6" CURB 34 N 19044',57" W TRANS 4"-6'pCUR]B LD12-108C0 < 0 CONSTRUCTION RECORD BENCH MARK DESIGNED BY DRAWN BY CHECKED BY DRAWING NO. SCALE qgi:�l ESS ALERT - DEPARTMENT OF PUBLIC WORKS DIG ......._ 'ERT T-32-81 RESET 1987, A 2 1/2" DISK M. DOTY M. DOTY M. DOTY CITY OF TEMECULA F A.. '0' RECOMMENDED BY: DATE: DL4L ToLL mm CONTRACTOR IN CONCRETE WALK NEAR THE HORIZONTAL 0 PLANS PREPARED UNDER THE SUPERVISION OF 0 INTERSECTION OF FRONT STREET AND Ln RANCHO CALIFORNIA ROAD IN THE rn PRIVATE STREET IMPROVEMENT PLAN W u.j 1-800-227-2600 SIDEWALK OF A BRIDGE OVER THE AS NOTED cy- INSPECTOR No. 73744 DATE: TR 23992 PHASE B < MURRIETA CREEK ON THE NORTHWEST ACCEPTED BY: cn MARK A. DOTY // 106K__ DATE: Ilzdt 3 ril AT LEAST rM DAYS CORNER OF BRIDGE. VERTICAL GRE� BVfLER A - GBEFEam %J>, civi ..... .......... AVENIDA AMISTAD YOU CWG DATE COMPLETED ;4 ....:gam'..­ n OF R.C.E. NO. 73744 DIRECTOR OF PUBLIC WORKS/CITY ENGINEERSHEET 4 OF 6 --' UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ELEVATION 1007.337' DATE BY REVISIONS DATE ACC'D AS NOTED R.C.E. 47109 :>IV < 0 ELZJ Lo rcp co� < PROF/LE SCALE HORIZ. 1" = 40' VERT. 1" = 4' 1 . 2 O.C. 30 V 30 V I I W I Z T.%j 12. PI 0 10465 ,68 EL 1 99.9 - - m U U U U U U > > U 100 u1vF-nl 0 F- tU- U m �- CUL U w M ~ O d' 00 00 0 d- 110� N t� O N r �" 0 . � � Or vi N� +© tC + O O � � + t � d� tn © + d7 r- + + 07 + 07 r r 00 00 + + rn ro © d- � 0 �n o r r r rr rr ° 0• o 0. 0% 0. O% - TP F 0 E CRB TP FROLE CRB 0' 0' V L 1 99.8 5 C I 1 +4 3 r-, IfNnQ n93 U PI @ 14+84.4,5 f f) _ F- (� t!7 Lm w O w w m tI) o0 01) LL Lli 0 o -- 4- N0 O r` o p 0 ' c�3) O Od7 O 0 NO O 007 m O ' O . d- 000 + �+� O Lr O T_ r r r r r O O '+ d0pj + N O N p 07 0 r- r ' r r ° -0.50 r r ° r a. a% ° I LIF ROL M F-a 7 5. 1 ' O.C. 1 ' .� 15 2 .4 A ENID AIL S RE T w + 1 +1 •4 2.° 10 8.62 FS 15.4 14.4 ' Vv = L 1 99.9 A/4=3. 37A/4,=3. 62 ��l - - - - I¢ U o CC v v J F- LL o F- F- L=10 9. 5 L > w -� F- o tet- w � 0 . r,, o; ' N co d- G 1= 0. 0% w rL d- CJI, p �t � o p o No o ro 0 a m ' 'n � � LO o 0) + +0 00 w N r r r r 0 0 Ib oo fl0 + rn o) r r � 0.6-7L4_1 __ � r r (� ° a z TP F 0 E CRB ISO �- d- 0 O ROLL DCURB -0.5 % wiz • Ix 0Ci 00 00 ao O O O O r0 • ro < r rA. o© 00 T--r- r r d- F- w ai d- ,r) w r V) 1 11 12 13 14 15 1 ��(Z5 C5 20 CONSTRUCTION NOTES 10+77.95 AVENIDA AV I LA s,� 3 °> °3• 24 °> 20 4 CONSTRUCT 0.33' AC W/SEAL COAT OVER 0.50' CRUSHED AGGREGATE BASE OR AS sr, =10+00.00 AVENIDA AMISTAD -i o REQUIRED BY THE SOILS ENGINEER q�F 1098.52 FS m w 1g w o 77099 3 � CONSTRUCT MODIFIED ROLLED CURB PER DETAIL ON SHEET 3 o g o w �d��F � 1 � N 19 098 8 2TC » o F-!i- o �o�°�' 1 N d n 6 2FS CONSTRUCT MODIFIED 6 CURB AND GUTTER PER DETAIL ON SHEET 3 Fulo ° D U > to ..� tJ�� 19 9 19 + w ©c wnow 6 CONSTRUCT 1 ' STEP OUT 4ZiS �•� V 4. N n:A O N g . 3 a .7 :d8 F ' o 09 •0 �� 1q9 A3F 109�61� 7 CONSTRUCT CONCRETE ACCESS RAMP PER DETAIL ON SHEET 3 6 .p pg900 ® +o00� f ' ' fiS 8 CONSTRUCT CONCRETE CROSS GUTTER PER CITY OF TEMECULA STD. NO. 211 E LEFT + + ©d7 U 9 6 1 19 3 8 1 1 3 12 •/ MATCHUN �r-O �- MODIFIED WIDTH PER PLAN 1 - + - c� i r7 6 �� r N 2 8 c 13+32.07 BC 7 0 E� , 3 0io 32 0 31 ki i 7 �� 3 g rom w d- 14 CONSTRUCT 4 CONCRETE WALKWAY PER CITY OF TEMECULA STD. NO. 401 BC 29 28 3 7 10 Q,O U m 11 �-- o7 I DETAIL 5 11 CONSTRUCT 6' CONCRETE SIDEWALK PER CITY OF TEMECULA STD. NO. 401 `� o A 27 CURB R I GHQ 4 14 3 15 8 3 1 ,,it o o v © v o v SCALE: 1 "=20' �' E o •4 >.. 10 - 1 - 5 1- - O r O r i0 17 WARP CURB FROM MODIFIED 6 CURB & GUTTER TO MODIFIED ROLLED CURB Q � � , _ , � 3 25 -� 7 10 4 3 � 24 13 12 11 �Q - - - 18 WARP CURB FROM D-6 TO MODIFIED ROLLED CURB o o C) W vp N w Cc)J > m V' U U �U ❑ -� F- `� 26 14 v �- .. o m c �000 flop ¢ ¢ m F_w [ w 0 00 21 19 r _ _..� o w r7 a t- _ �°� J 23 "°" 17 15 4 20 19 CONSTRUCT TYPE D-6 CURB (6 C.F. } PER C I TY OF TEMECULA STD. NO. 204A r m ter- �rn�rn �cv o0 00 ter-O U-)r w cn �, w �, 22 .;� 16 od,.. , » 0 , p p p �p N�C6 o N _ ❑❑ o' I o CONSTRUCT 3 -O" WIDE RIBBON GUTTER PER DETAIL ON SHEET 3 LO oa co ��-r r W + rn rn + rn rn w ,� w cn 11 a. w o w ,I U U z l c 000 WW O O O V_ o o tW � o cn U 7 co m U- .: p F-L� qm � w U J Q w w U LL 1p9 76�s � , F 70 9 . )9T g . g 24 INSTALL DISABLED PARKING SPACE SIGNAGE AND STRIPING PER DETAIL ON SHEET 3 W w U F- F- o a0 0o O � F- = r7 g8• 19 c� 19 98 C c w ~ w c00o tet-d- 0o co r 000,00 d w 0 00 rr,-,.rr n 10 g `- 1 6 '�9'c'S >- 4 w . ,n 0) 00 co 0o . r• . © p 19 N �- w to w = d- + ma) m C606 tet- d�00 � m m rn 7098 0 ❑ . o. o w 0 0000 000 + (:Y)0) + Orn w = + 0)0) 55�G �,. . . 709 •OcgT o o w o o© r rr o 0o tr) o© � 00 1099 ' SFS ,. o 4 c4 sB�C c w = r 109 S o. 1 w = g • 99.41 FS ,gyp. �` ~ 11 0 9 0 0 0 o � �0 19 ° 99'46 TC 0� 4 3 n n � a •06 �. c AVENIDA AVIL.A _ 4 _ � 9 3 -1.20� � r�.,C, N�,,V DETAIL S F, 3 2�� �� 3 99 '69 SCALE. 1 "=20' 97s�27 cn so - +rn _ rnK)0 C - �, Mrn LINE/CURVE DATA LINE/CURVE DATA 1 0'CF 9TC 3 15`2.4& °�' q 3 NO BEARING DELTA LENGTH RADIUS TANGENT NOTE NO BEARING DELTA LENGTH RADIUS TANGENT NOTE 98,*4;;,>• 5 4 6 3 �. F / ❑ BEARING/ DELTA i 9 1 -- -- STREET 17 N 25 05 33 W 14.00 -- -- 6 CURB D'C�4TC g`d 3 °� b ! ff f O f ff f ,f 10 S N 43 43 26 W 204.07 99. 79 .20 2 A=18°37'53" 65.04' 200.00' 32.81 ' STREET 18 0=90°00'00" 3. 14' 2.00' 2.00' 6" CURB 9 •66T Nt-. p [}c��,�Q.,, 3 N 25 05 33 W 62.97 -- -- STREET 19 N 64 54 27 E 11 .00 -- -- 6 CURB •26�'� _ _ 10 _ • . I-IJ O f !! f f f f f 1 7f +r„, U n 19 10 �`R0 cy- o� 3 4 A=90 00 00 50.27 32.00 32.00 STREET 20 A=90000,00" 3. 14 2.00 2.00 6 CURB a- 4 8 j f , f, rn �� rn� 0) \ 99.6 eC c� ^• 5 N 64054'27" E 208.50 -- -- STREET 21 N 25005$33$$ W 14.00 -- -- 6 CURB 0L W 19 •N • I , w ��h��v� �rn00 USN o0 �. . 9.26 �,Q $ 6 f5 0� 6 N 43"43'26" W 204.07 -- -- ROLLED CURB 22 N 64054'27" E 63.00 -- 6 CURB ° f „ , , , , „ +�'oo+00 "0 4', ± p± `,, Q 7 A=18 37 53 68.94 212.00 34.78 ROLLED CURB 23 N 25005'33" W 14.00 -- - 6 CURB 4 ��°7�°7 O� �; r r ��y 8 N 25°05'33" W 62.97' -- -- ROLLED CURB 24 A=90°00'00" 3. 14' 2.00' 2.00' 6" CURB 3 10 % °' 9 D=90 00 00 31 .42 20.00 20.00 ROLLED CURB 25 N 64 54 27 E 10.09 -- -- TRANSITION > , r f , DETAIL- 4 6' 10 N 64`54'27" E 208.50 -- -- ROLLED CURB 26 A=90000,00" 31 .42 20.00 20.00 ROLLED CURB ^~ rK SCALE. 1"=20' �,< 19 � 19 b -- -- O >f -- -- DETAIL=20'7 , 11 N 64 54 27 E 43.41 ROLLED CURB 27 N 25 05 33 W 86.97 ROLLED CURB ,� ° >' ' ' SCALE. 1 =20 i 12 A=90"00'00" 15.71 10.00 10.00 ROLLED CURB 28 0=18 37 53 61 . 13 188.00 30.84 ROLLED CURB PLANNING ■ DESIGN ■ CONSTRUCTION ryQ N 0 � U , , , „ , > ��o�Ucv w r.�F- 13 A=82049'09" 14.45 10.00 8.82 6 CURB 29 N 43043'26" W 103.62 -- -- ROLLED CURB -' o� m O !, 40 0 40 80 120 U 0)0, V_ 14 A=97 10 51 3.39 2.00 2.27 6 CURB 30 N 43c4,3'26" W 56 .43 -- -- ROLLED CURB R 10 1 Nc0 •U 15 N 25005'33 W 13.94 -- -- 6 CURB 31 A=87052' 19" 14.48 10.00 8.84 ROLLED CURB z N N N 40810 COUNTY CENTER DRIVE,SUITE 100 DETAIL 8 10 ��0 16 N 64°54'27" E 54.00' -- -- 6" CURB 32 A--88043'38" 15.49' 10.00' 9.78' ROLLED CURB GRAPHIC SCALE j TEMECULA, CALIFORNIA 92591-6022 CONSULTING 951.676.8042- FAX 951.676.7240 - www.RBF.com SCALE: 1"=20' LD 12-108CO Q U CONSTRUCTION RECORD BENCH MARK SCALE ROFE$$/ DESIGNED BY DRAWN BY CHECKED BY DRAWING NO. / DIG AT.ERT T-32-81 RESET 1987 A 2 1 2" DISK COQ ONq� M M. DOTY M M. DOTY M M. DOTY nnCITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS IN CONCRETE WALK NEAR THE/ k�` �`� A' , < RECOMMENDED BY: 6L�L DATE: v N DM TOM�� CONTRACTOR INTERSECTION OF FRONT STREET AND HORIZONTAL ,. >� z PLA PREPARED THE SUPERVISION OF o� T RANCHO CALIFORNIA ROAD IN THE W m �� PRIVATE STREET IMPROVEMENT PLAN In 1-800-227-2600 SIDEWALK OF A BRIDGE OVER THE AS NOTED a �, ::::'::: �l9 i INSPECTOR _ - - MURR IETA CREEK ON THE NORTHWEST No. 73744 ; : -_�° --"--- -- � � ° -^�-- - DATE: /AtrAtec DATE: l ZZ t3 a���`"� � -=��-�� TR 23992 PHASE B Q AT LEA� T T1N0 DAYS CORNER OF BRIDGE. VERTICAL * * MARK A. DOTY ACCEPTED BY. tl :;.; :; ; i- BEFQRE YOU OIC3 sT C!V t�. �`2` GREG BUTLER � ......�. ....:.::...:.:.. �• AVENIDA "ILA DATE COMPLETED '��' �� 73744 DIRECTOR RECTOR OF PUBLIC WORKS CITY ENGINEER 'a ...�ss9::. 0 , FOFCAL�F� R.C.E. N0. WORKS/CITY SHEET 5 OF UNDERGROUND SOM ALERT OF SOUTHERN CALIFORNIA ELEVATION = 1007.337 DATE BY REVISIONS DATE ACCD AS NOTED R.C.E. 47109 PROFILE SCALE HORIZ. 1" = 40' VERT. 1" = 4' P RT ji qN 0 5 C G 1=-2.4 % �-- m o G =0 80 na in T U C-s 00 � . r o i.- 0 DC r 0. • r. a. rn + + TO 0 UR LFT •�c Jr- V_ t r > 0 _i 11 z -j o rf I @ 10+_4 1 . 0 <c w <c _ L = 1098.23t^ iw z H = 50' v ~ > c� o do I 1+ 2. 0 o a N z - U 0 114- oi- a L� W 0 LC i0 C7 L6 Q - ,- G = 0.85 o o ' 00 00 + w + i dLU- e-- N ol o + + fn r FINISHEDSRF GE ��' 00 1 1C+10.5( �q @ ST EE r r C� TEE q o30 n' CO EL = 09 . 4 I- m � t� G = fi� N o o w > T- CIS co ft IX w cro t- cfl m F- o cn r; co M N U. o . �. • rn v 0 + NL • To o CURB r r r r top L.L CA L 10 11 12 10 11 . 0 V scgl U) 00 : a, o d' v G o� ii w 6 ,� 9 13 � (0 �g FL OAF v qw 0 io- °' o `'� ii gg 10 -�G 00- w11 �, g� •r0g g8 11 -� w 9 •4 11 g 0) o 4a� g 6 g .� 4 ccs cfl 12 Lu d-rn 25 �' W o0 00 •x b' S DTA, 4 . g$� � `�' ,��P'Co c� c5' src 98,76TC / ao d- ��d- -< J t- o `� ar g g�S d . o - a g .1�G '7% - �` 6 9 FS. a Q A ''n'n 14+10.08 BCR �, .� 0 �r v �, •10000 cn > 8 --. c� c, 1 19 98.26FS j �L0 o c�o� w V J mum w 00 o rn w o -� g Qa• �F -- 9 0 ' -�G 9 �' TRANSITION FROM �► � I �r w 1 c4 • 2 6 g D 9 10 8 --- z `D 0o m M +o a 1096.42 TC ,,� i-w ©i--�,_ �- _ +rn a o 0 ,,_, < . �' 1c Q 19 $. (9 a p� � •9 rC 6 �x 4" TO 6" CURB 15+61 . 14 ECR 1 T- c0 CO cv 1096.02 FL 00 00 aoo w � a °° � `�'�S s` g g8 'S6T 19 . ., ,� F a 10 a ..,..,. 9 x S + V w z • 07 L •x000 0 ao 19 cN 1 - 8 Os �' 1 � 4 g 5 19 co 1 (1095. 11 TC) co . I- w PO • • . t IN . . cn c0 d-d- tw- w 3 , co 4 9) •2� FS g� ' - c� ca' > U0 r r door w " `. .o- � > 9 �- 19 > T 6 19 CN ( 1094.44 FL) Q 11 J o o + rn 0 +0,) {W = d- o ¢-CO gc4 �'�G c�,r �' � � d 3 98.48TC V r 00 000 �- 0 00 00 : 9 �, S cy `n- + rn cn N- 8 �1` g�• ��� 3 98. 15FS a; 1 •_; :o U0 0 0 ..© u; 'O��<C� 03� __ 98.21 TC 18 20 9 © LO , • �c•i 18 2Q 4 18 97.79TC 19 98.51 TC o + 10 o cN o0 20 rn 97.81 FL;n 4 SEE DETAIL9 + r 4 _+ Lh 0, -- \_98. 14TC97.39FL 4 ' 98.01 F L o _ 97.64FL _ E THIS :SHEET Ii _ _ _ 0- 12+45.09 CALLE CARILLA 2 - ,a 12+45.09 CALLE CARILLA `�' 4 °° _ + 23 � 4 22 = + 5 N � 1 - a �.'� I �,2� o 15 19.43 RANCHO HIGHLAND =14+36.01 AVENIDA AMISTAD (1096.41 FS 1096.02 FS 6'` N 3 10 DETAIL 1 SGP DETAIL 2 S�P�� DETAIL 3 `6 3 .A p:. LLjj 6 :° 10g SCALE: 1"-20' SCALE: 1 "=20' SCALE: 1"=20' 10 4 SEE SHEET 4 SEE SHEET 4 SEE SHEET 4 V �, � w o v J oLO ry w VJ 0 c0 -' 4 \ 0 �--�- W E-w I�, '-w w 0� 0 o o? �... a CONSERLICT/ON NOTES u (0 c0 Lu I- 14+62.42 ECR ,° oo Z 0 c0 cn Z 0 • cv0o � a000 _ 000 "O ~w d co ,. CONSTRUCT 0.33' AC W jSEAL COAT OVER 0.50' CRUSHED AGGREGATE BASE OR AS }- 14+82.67 BCR m •0-) d- cv cN 1096.26 TC �c0 X100 00� • �" d- + a't,..,- d- •�- 1097.76 TC i LO �n coo °- = 0 1095.86 FL °' 00 r- ccNNcor 0' 00� r d-co + +o° c°�10i REQUIRED BY THE SOILS ENGINEER o (1097.09 FL} + 07 0 + V � +m rn +00 o a ©oma aoo �mco ' �'�' + rn cn c°"` © t--0)o rr co ca22 �G CONSTRUCT MODIFIED ROLLED CURB PER DETAIL ON SHEET 3 N o o 0 0 , . 19 r~rn co 10 c0�` 12 25 A r °-0 °4 °P�� C�• CONSTRUCT MODIFIED 6" CURB AND GUTTER PER DETAIL ON SHEET 3 4� 7. o3cb 4 �--, o Q o �,- ��, CONSTRUCT 1 STEP OUT co CALLE CARILLA (NORTH) CORTE M `'' 8 4 6 4 �-' 7 CONSTRUCT CONCRETE ACCESS RAMP PER DETAIL ON SHEET 3 m 3' 15' 6' 3' 8' 6' 0 996-- 4�C �, �"�,����`.I'��o� ,`G ,`G G ��, 1Q CONSTRUCT 4 CONCRETE WALKWAY PER CITY OF TEMECULA STD. NO. 401 to LINE/CURVE DATA 96•p2fi � ' g o� h• 3 034 ��0�0 ��, p'� ��, 2� � 0 0 0 0 �F �o °3 o �o �o o �o o �� 11 CONSTRUCT 6 CONCRETE SIDEWALK PER CITY OF TEMECULA STD. NO. 401 0, NO BEARING/DELTA LENGTH RADIUS TANGENT NOTE V_ v- 03f �03� __ __ \r- ci �� N 00 3 03 �• c0 �, s 12 CONSTRUCT LOCAL DEPRESSION PER RIVERSIDE COUNTY STD. DWG. NO. 311 ,- 1 N 12012'08" E 50.93 6 CURB10 2 N 12° 12'08" E 129.72' -- -- STREET �+ +`� + °+° `+ `+° + + ���•g���� 3� m r 19 I.�;