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Street & Storm Drain
GENERAL NO Tau 1 . THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK CITY POPo AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST OF TEMECULA P INFORM THE CITY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO �1��Pa1 DUCK POND BEGINNING OF CONSTRUCTION. PHONE: (951 ) 694-6411 �P 2. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO THE ■ lwlAOLFlAq � F1Aoki!; Aok P°�c oQ1,� CITY OF TEMECULA'S STANDARD NOS. 403-405 [MAPP� 3. ALL WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY OF TEMECULA .� PUBLIC WORKS DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, DATEDPRI VA E S rREE I.r AND S FORM DRAIN IMPROVEMENT PLANS �`OCTOBER 1998, AND SUBSEQUENT AMENDMENTS. P PROJECT 4. N IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER, H SITE TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY PHASE ORDINANCE N0. 461 (TRACTS AND PARCEL MAPS ONLY) . cc PHASE B H 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT PERMIT FOR ALL WORK ON EXISTING CITY MAINTAINED ROADS, AND FOR UTILITY WORK WITHIN OFFERS OF DEDICATION FOR PUBLIC USE. �9 � � 4 6. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PRVING THE STREET SECTION INCLUDING, BUT NOT LIMITED T0, THE FOLLOWING: 9� SEWER, WATER, ELECTRIC, GAS 8i DRAINAGE. MARIE CAI.lBNDBR'S � 9 DUCK POND M�t 7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED � ACCORDING TO STANDARD N0. 207 AND/OR N0. 207A, AS DIRECTED IN THE FIELD. 8. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY � \ TO CALIFORNIA DEPARTMENT OF TRANSPORTRTION (CALTRANS) FOR AN ENCROACHMENT 9 PERMIT FOR ALL WORK PERFORMED WITHIN THE STATE RIGHT-OF-WAY. 9. ALL STREET SECT-IONS ARE TENTATIVE. ADDITIONAL SOIL TESTS (*) 6E TAKEN EMBASSY SUITES AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD N0. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. (* INSERT SHALL,p FOR TRACTS AND PARCEL MAPS OR "MAY" FOR PERMIT CASES. ) � FANq VIsq 10. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN � ( 14) DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPLIED TRACT 13423 AT A RATE OF 0.05 GALLON PER SQUARE YARD. ASPHALTIC EMULSION SHALL CONFORM I TO SECTIONS 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. \ VICINITY MAP 11 . PRIME COAT REQUIRED PRIOR TO PAVING ALL GRADE IN EXCESS OF TEN PERCENT. OPEN SPACE 12. INSTALL STREET TREES IN ACCORDANCE WITH THE RIVERSIDE COUNTY '� �, / � � NOT TO SCALE ORDINANCE N0. 460.53. 13. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED `� l � � �� LEGEND STREET LIGHTING PLAN 14. AS DETERMINED BY THE CITY ENGINEER, THE DEVELOPER IS RESPONSIBLE AS A ���- � \ \ CENTERLINE MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE AND MAY BE REQUIRED TO RECONSTRUCT RIGHT-OF-WAY - - R W EXISTING PAVEMENTS, INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. \ 15. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED � TOP OF CURB TC WITHIN PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE 1 � �� PLANS. ALL OTHER TYPES OF LANDSCAPING IN THESE 'AREAS AND ALL LANDSCAPING � � ��P ON ALL OTHER STREETS SHALL REQUIRE SEPARATE LANDSCAPE PLANS. ALL LANDSCAPING � I �,� �. �' � � � ;�. SIDEWALK swK ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY 'STANDARDS RELATING TO THE �'- / P � M� $ � ADMINISTRATION OF LANDSCAPE ENCROACHMENTS" DATED JANUARY 1989. o � < <! D � `� �� FLOW LINE � 16. PURSUANT TO THE CITY OF TEMECULA ORDINANCE N0. 90-12, THE DEVELOPEROPEN LOT FINISHED SURFACE FS SHALL INSTALL ALL REQUIRED CABLE TV FACILITIES. 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE � B� T P �� �/ , GRADE BREAK APPLICANT AND HIS ENGINEER FROM: THE RESPONSIBILITY FOR THE CORRECTION GB �„ �s� . C�,,� / � OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE ��'� �DO •1 � / �� APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY �� � ��� �/ TYPICAL TYP. ENGINEER FOR REVIEW AND APPROVAL. ASPHALTIC CONCRETE A.C. TRACT 22761 PAVINO NOTES �� .� � �� � � - > � � ` ���/� \ � CONSTRUCTION NOTE NUMBER �8 �� � � ��Y y \ _ ���t �\\ � � � PROJECT BOUNDARY - OEM - - - .--- 1 . MINIMUM PARKING LOT GRADE SHALL BE ONE ( 1 .0) PERCENT. `;` \�� � ���_ _ � � \ - -5�- - 2. M I N I MEJM GRADE FOR RIBBON DRAINS SHALL BE 0.50 PERCENT. PROPOSED STORM DRAIN� � �,� ISN _ S� 3. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUBGRADE SURFACES � R0 � r � STREET SIGN -f- PRIOR TO PLACEMENT OF PAVING. 9 � �- 4. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN t''�li STOP SIGN ( 14)' DAYS FOLLOWING PLACEMENT- OF THE ASPHALT SURFACING AND SHALL BE �► � APPLIED AT A RATE OF 0.05 GALLONS PER SQUARE YARD, ASPHALT EMULSION FIRE HYDRANT SHALL CONFORM TO SECTIONS 37, 39 AND 94 OF THE STATE STANDARD `� � �� •SPEC I�"FCa�'I ONS. AV/AR VALVE 5. THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT PERMIT FOR ALL WORK �, ' \ CATCH BASIN � � WITHIN CITY RIGHT-OF-WAY. Q 6. THREE SPECIAL. INSPECTIONS ARE REQUIRED BY THE DEPARTMENT OF PUBLIC .7LN WORKS, ONE INSPECTION AT SUBGRADE, THE SECOND AT THE TIME THE BASE IS PLACED AND THE THIRD WHEN THE A.C. HAS BEEN PLACED. � 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED \ o WORK AREA, AND RELOCATION AND COST OF ALL EXISTING UTILITIES. THE CITY SHALL BE INFORMED 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION NOTICE TO 1r'HE CONTRACTOR � 00 AT (951 ) 694-6411 . � \� ,, THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR LOCATION MAP 8. A COMPACTION REPORT BY A SOILS ENGINEER SHALL CERTIFY 95 PERCENT � / p " COMPACTION OF BASE PRIOR TO CALL FOR SECOND INSPECTION AND A STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE �� �\ �� " SCALE: 1X180 0 PLACEMENT OF ASPHALT PAVING. AVAILABLE RECORDS. APPROVAL OF THIS PLAN BY THE CITY OF TEMECULA, EASTERN MUNICIPAL WATER DISTRICT AND RANCHO CALIFORNIA WATER 9. COMPACTION TEST OBSERVATION OF SUBGRADE OR BASE ROCK GRADE SHALL DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR BE COORDINATED BY THE CONTRACTOR WITH THE SOILS ENGINEER AND THE PROJECT INSPECTOR, ALL GRADE INSPECTIONS WILL BE IN CONJUNCTION COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY o WITH OR PRECEDED BY COMPACTION TESTING. UNDERGROUND 10. FINAL PAVEMENT STRUCTURAL SECTION DESIGN SHALL BE SUBMITTED TO THE UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE Q DIRECTOR OF PUBLIC WORKS FORAPPROVAL A MINIMUM OF TEN DAYS PRIOR TO CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO � PLACEMENT OF BASE MATERIAL. THE DESIGN SHALL ADHERE TO THE METROLOGY PROTECT THE UTILITY LINES NOT OF RECORD OR SHOWN ON THIS PLAN. SET FORTH IN CHAPTER 600 OF THE CALTRANS HIGHWAY DESIGN MANUAL AND DEVELOPER OWNER i� UTILFZE THE "R" VALUE METHOD. THE "R" VALUE TESTS SHALL BE CONDUCTED N IN ACCORDANCE WITH CALIFORNIA TEST NO. 301 AND SHALL BE PERFORMED BY A LEGAL DESCRIPTION: PULTE HOMES N � REGISTERED CIVIL ENGINEER. THE NUMBER AND LOCATIONS OF THESE TESTS SHALL BE SUBJECT TO APPROVAL BY THE DIRECTOR OF PUBLIC WORKS. REAL PROPERTY IN THE CITY OF TEMECULA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, 2 TECHNOLOGY DR. Q DESCRIBED AS FOLLOWS: IRVINE,. CA 92618 W 11 . ASPHALT CONCRETE SHALL CONFORM TO ALL PROVISIONS OF SECTION 203-6 OF LOTS 1 , 2 AND 3 AS SHOWN BY TRACT MAP 23992, ON FILE IN BOOK 231 PAGES 9 THROUGH (949) 623-3700 SHEET INDEX v> THESRT. 1 GENERAL NOTES, LEGEND, VICINITY MAP AND LOCATION MAP Q CURRENT STANDARD SPECIFICRTIONS OF PUBLIC WORKS CONSTRUCTION. 12 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. CONTACT: PAUL BUZZA PHONE: (949) 307-5625 ASPHALT SURFACE COURSE SHALL BE C2-AR-4000. MINIMUM THICKNESS IS 2 INCHES, EXCEPTING THEREFROM THAT PORTION OF LOT 2 SET OUT IN THAT ORDER OF FAX: (949) 623-3701 STR�!'ET IMPROVEMENTSMAXIMUM THICKNESS IS 3 INCHES. ASPHALT CONCRETE SECTIONS GREATER THAN CONDEMNATION RECORDED JUNE 20, 1997 AS INSTRUMENT N0. 97-218033 DESCRIBED � 3 INCHES SHALL CONTAIN A BASE COURSE OF B-AR-4000, A MINIMUM TI-IICKNESS OF 2 INCHES. AS FOLLOWS: SRT. 2 INDEX MAP & CONSTRUCTION NOTES w BEGINNING AT THE MOST WESTERLY CORNER OF SAID LOT 2v ALSO BEING THE SOUTHWEST ASSB�SO�:� PARCEL NUly1�LR: � SRT. 3 DETAIL SHEET �- . TWO SPECIAL INSPECTIONS OF HANDICAP ACCESS AREAS BY THE BUILDING AND CORNER OF PARCEL 2 OF PARCEL MAP N0. 23624 A5 SHOWN BY MAP ON FILE IN BOOK 169 OF 944-330-017 SRT. 4 CALLS CARILLA i SAFETY DEPARTMENT ARE REQUIRED. PARCEL MAPS AT PAGES 24 THROUGH 26 THEREOF MAPS, RECORDS OF RIVERSIDE COUNTY, CALLS VERANO L' CALIFORNIA, THENCE NORTH 71°25'31" EAST ALONG THE NORTHERLY LINE OF SAID > SRT. 5 CALLS CASERA 0 LOT 2, ALSO BEING THE SOUTHERLY L INE OF SAI D PARCEL 2, AT DISTANCE OF 73.50 FEET; BA�1S OF BEARINGS MOTE: CORTE LUCETTE a ° ' PLANNING ■ aEseaa ■ CONSTRUCTION SOUTH 47°22'37" EAST, DISTANCE OF 10. 15 FEET; THENCE SOUTH 2Q0000" SRT. 6 AVENIDA ABRIL :2EAST, DISTANCE OF 412.45 FEET; THENCE SOUTH 40°00'00" WEST, DISTANCE OF THE BEARINGS SHOWN HEREON ARE BASED ON A AVENIDA CIELO 75.43 FEET TO THE WESTERLY LINE OF SAID LOT 2, ALSO BEING THE EASTERLY LINE OF PORTION OF THE CENTERLINE OF YNEZ ROAD AS o INTERSTATE HIGHWAY 15 AS SHOWN ON SAID TRACT N0. 23992; THENCE NORTH 15°45'23" SRT. 7 CALLS CRISTAL 40810 COUNTY CENTER DRIVE, suSHOWN ON TRACT N0. 23992, M.B. 231/9-12 BEING CALLS ESTRELLA o � r SUITE too WEST ALONG SAID WESTERLY L INE OF LOT 2 AND EASTERLY L INE OF INTERSTATE I N N 48° 15' 11"W CALLS BON I TA z TEMECULA, CALIFORNIA 92591-6022 HIGHWAY 15, A DISTANCE OF 181 . 12 FEET; THENCE NORTH 25°36" WEST. a C O N S U LT1 N d 951.878.8042• FAx 951.676.7240 • www.RBF.com CONTINUING ALONG SAID LINE, A DISTANCE OF 218.60 FEET TO THE POINT OF BEGINNING. SHT. 8 PARKING STALL DETAILS CONSTRUCTION RECORD BENCH MARK SRT. 9 STORM DRAIN LINE B X E�T SCALE Q�OFESS/py DESIQNED BY DRAWN BY CHECKED BY / LDO6.O2SCO o " 9 RECOMMENDED BY: / DATE: �l�g �+j CITY i��' TEMECULA DEPARTMENT PUBLIC WORKS ��W�NQ NO. N ,,� T-32-81 RESET 1987, A 2 1/2 DISK l CONTRACTOR I N CONCRETE WALK NEAR THE HORIZONTAL ,,�������'�'� A� Hyl y NM JE KH N DMLMLLIRM INTERSECTION OF FRONT STREET AND RANCHO CALIFORNIA ROAD IN THE � �y � PLANS PREPARED UNDER THE SUPERVISION OF ' z � ACCEPTED BY: _ DATE: /•7 Z•v o � 1-800-227-2600 SIDEWALK OF A BRIDGE OVER THE AS NOTED W No.43090 � R � AND �n FNSPECTOR MURRIETA CREEK ON THE NORTHWEST � Exp. 3/31/08 �' _-� DATE: � LD p"j WILLIAM G. HUGHES � � STREET STORM DRAIN ATl,EA8TTW0 DAYS CORNER OF BRIDGE. � � DIRECTOR OF PUBLIC WORKS/CITY ENGINEER :. - IMPROVEMENT PLANw TR 23992 PHASE A Q I C EL TYLMAN �x'"'"` .,..,�.. ,:ra,: ,p ���y� � DATE COMPLETED VERTICAL �r9 �1 V 1�- ��� ��' ��= � TITLE SHEET Q � R.C.E. NO. 43090 EXPIRES: 03/31/08R.C.E. 36617 06/30/08 UNDERMO�D SER4ICE NERT OF SOl!'MEPoV CAlJFORNIA ELEVATION = 1007.337' DATE BY REVISIONS DATE ACC'D AS NOTED NO. EXPIRES: SHEET 1 OF 9� z 1 4010L dop 00P 239!82 OT I 2 All �—E� F B) ASE C: JOY .000i 000 VOOA ON ss �� DR,4 ItV � CONSTRUCTION NOTES 1000 QUANTITY UNIT 0000 �f CONSTRUCT 0.25 AC W/SEAL COAT OVER 0.50 CLASS II AGGREGATE BASE OR AS REQUIRED BY THE �, �� � <�� �� SOILS ENGINEER 0000A.C. 1 , 121 TON � i �// � ` 3 CONSTRUCT MOD[ A.8. 1,154 C.Y. Amapa � `.•-f" � 00-01:00 , O ED ROLLED CURB PER DETAIL ON SHEET 3 20558 L.F. � �+ � � )ICONSTRUCT MODIFIED 6" CURB AND GUTTER PER DETAIL ON SHEET 3 �\ ` -�.') ` 1� � 1� 1 ,809 L.F. Ito � \ O6 CONSTRUCT 1 ' STEP OUT (THICKNESS PER CITY OF TEMECULA STD. N0. 401 ) \ \ '!A �' � �� — � ICl X66 � � 11 EA* U7 CONSTRUCT CONCRETE ACCESS RAMP PER DETAIL ON SHEET 3 AND AS NOTES ON PLAN 19 EA. s� '' ' "'� �p�Bl.' � l� � \ � • gs \ ` � OS CONSTRUCT CONCRETE CROSS GUTTER PER CITY OF TEMECULA STD. N0. 211 MODIFIED WIDTH PER FLAN 650 S.F. i ��N �� _ i�� ___ � /✓ / �, � 10 CONSTRUCT 4' CONCRETE WALKWAY PER CITY OF TEMECULA STD. NO. 401 � � ` 10 000 S.F. �� CZ SS � \ � :, �, \ C� ` CONSTRUCT 6' CONCRETE SIDEWALK PER CITY OF TEMECULA STD. N0. 441 T.851 S.F. � (JA Q2JJCONSTRUCT LOCAL DEPRESSION PER RIVERSIDE COUNTY STD. DWG. NO. 311 2 EA. � 59 13 INSTALL WHEEL STOPS 17 EA. 0 � \ CP� 2 $e \\ ~ � � � ��f Z�, `; . ,� \� � 16 CONSTRUCT 10 CURB TRANSITION FROM A-6 TO MODIFIED 6" CURB & GUTTER 30 L.F. f� � �-• � � �� /\^ �\ g ! \ '�. 17 WARP CURB FROM MODIFIED 6" CURB & GUTTER TO MODIFIED ROLLED CURB 244 L.F. / �, �, ! !, 4' 18 WARP CURB FROM D-6 TO MODIFIED �/� ♦ � Q ROLLED CURB \ � � � 19 L.F. I CONSTRUCT TYPE D-6 CURB (6" C.F. ) PER CITY OF TEMECULA STD. NO. 204A 603 L.F. ` � �C� '� ��' � 20 CONSTRUCT 3 -0 WIDE RIBBON GUTTMAMMONER: . . > � � -, � � � � / Q ER PER DETAIL ON SHEET 3 60 447 L.F. � ` ',j � \ ` � �,/ ;. �, ',,✓,% '�� � � �� (23) INSTALL SITE ENTRANCE WARNING SIGN PER DETAIL ON SHEET 3 2 Ea. 83 w � ,r ,/� 24 INSTALL DISABLED PARKING SPACE SIGNAGE AND STRIPING PER DETAIL E AIL ON SHEET 3 I Eq, RECeA� � / � \ �3 � /� 25 INSTALL STREET NAME SIGN PER CITY OF TEMECULA STD 404 & 405 10 EA. \� ,♦ � _ � ,� � �,� // �� 26 INSTALL R-1 "STOP" SIGN, 12'� STOPBAR, & 'ESTOP" LEGEND PER CALTRANS STDS 5 EA. 00 00 � .' \ � -" 27 PAINT 4" WIDE X 18' LONG SOLID WHITE PARKING STRIPE 35 EA. �3\ @1CONSTRUCT CURB INLET CATCH BASIN PER RCTD STD. DWG. N0. 300. (LENGTH F' 0 OPENING PER PLAN) 2 EA. \ 152 � � 47 � /� 79 INSTALL - 18" RCP (D-LOAD=2000) BEDDING PER RCFC & WCD STD. DWG, N0. M-815 481 L.F. Ile fff / 80 INSTALL 24 RCP (D-LOAD=2000 BEDDING PER RCFE & WCD STD. DWG. N0. M-815 84 L.F. CONSTRUCT MANHOLE N 0 1 PER RCFCD & WCD STD DWG NO MH251 CONSTRUCT CONCRETE COLLAR PER APWA STD. 380-3 2 EA. 4 Is '�, ; -J !_. 88 INSTALL SLOPE ANCHORS PER RIVERSIDE COUNTY FLOOD CONTROL STD. NO. M821 2 EA. S1 � � �� � 1 37� TRACT BOUNDARY 4k cl % oer \\4%P G orG 14 Ode 41 'Ile 1101 U) n 4240 do Q LLI CL INDEX MAP w • Ld SCALE: 1"=50' W J O PLANNING ■ DESfC31Y X CONSTRUCTION d. J J 0 COUNTY CENTER DRIVE, SUITE 100 DQ TEMECULA, CALIFORNIA 92591-8022 CONSULTING 951.676.8042• FAX 951.676.7240 • www.RBF.com Q J LD06■02800 0 CONSTRUCTION RECORD BENCH MARK SCALE �0 f E$S/ s/ 0 DESIGNED BY DRAWN BY CHECKED 8Y T-32-81 RESET 1987, A 2 1/2" DISK � y'�l NM JE KH RECOMMENDED BY: DATE: ��1�}'�r ��� F TEMECULA DEPARTMENT OF PUBLIC WORKS DRAWING NO. IN CONCRETE WALK NEAR THE `�� � A DMLMM�� CONTRACTOR INTERSECTION OF FRONT STREET AND HORIZONTAL ,,�� ����" jy�� `�� PLANS PREPARED UNDER THE SUPERVISION OF N RANCHO CALIFORNIA ROAD IN THE � ' � ?, ACCEPTED BY: - � DATE: •29-07 ,� 0 7 � � 1-800-227-26W SIDEWALK OF A BR I DGE OVER THE AS NOTED � No.43090 � WILLIAM G. HUGHES GSR ,.,,. G� INSPECTOR MURRIETA CREEK ON THE NORTHWEST � Exp. 3/31/08 � DATE: ltoo'� STREET AND STORM DRAIN % AT LR.A�BT TM DAYS CORNER OF BRIDGE. M I HAEL A. AN DIRECTOR OF PUBLIC WORKS/CITY ENGINEER IMPROVEMENT PLAN- TR 23992 PHASE A BEEOEiE YOIl O�Q DATE COMPLETED VERTICAL sr �1 V 1�- �� d���:;V �- ,,�" ``� a �� D SEMAM����� � OF C p�\�`� R.C.E. NO. 43090 EXPIRES: 03/31/08 36617 06/30/08 �� �:::�isa�::::` � INDEX SHEET o ELEVATION = 1007.337� DATA BY REVISIONS DATE ACC'D AS NOTED R.C.E. NO. EXPIRES: �oy ,NO aQ� SHEET 2 OF 9 % 2 1 -0" TOP OF 6" CURB OR ROLLED CURB 6» ALL CURB FACE DATA REFERS TO roCF 17" MIN. R-12" R=3" THIS LINE 00 4' MIN. SET SIGN ON A 1-3/4" SQ. TC GALVANIZED STEEL POST INTO 1 FOOT - ELEV. UNAUTHORIZED VEHICLES SQ. X 2 FEET DEEP CONCRETE �- R_� CL= C-0.11/2" WEST EAST PARKED IN DESIGNATED FOOTING. o R_1„ 6" CURB N}� S/W PER �5 "I 1�, S/W PER ACCESSIBLE SPACES LETTERING ON SIGN MUST BE r _ � � PLAN VIEW PLAN VIEW NOT DISPLAYING A MINIMUM OF 1'' IN HEIGHT TC-FL+0.40' � F 2% DISTINGUISHING 'l, p' G �•• � o dw 4F OR R• z PLACARDS MODIFIED 6" CURB JOINT UTIL. ODIFIED 6" CURB � OR LICENSE PLATES PCC TRENCH ISSUED FOR PERSONS 2'-1" PROPOSED 34' (PRIVATE) WITH DISABILITIES CALLE CARHAAA MAY BE TOWED AWAY AT OWNER'S EXPENSE. Not To Scale TOWED VEHICLES MAY CONTRACTOR TO COORDINATE WITH MODIFIED ROLLED CURB DETAIL 7 MODIFIED HANDICAP ACCESS RAMPS T.1. = 5 BE POLICE DEPT FOR EXACT WORDING 3 RECLAIMED AT AND PHONE NUMBER NOT TO SCALE NOT TO SCALE THE POLICE DEPT OR BY TELEPHONING (951) 696-4357 CL=TC-0.07' • z12" WIDE BORDER 12" WIDE BORDER 12� 12 Sits Entrance J W/ 1/4" GROOVE W/ 1/4" GROOVE S/W PER � S/W PER M APPROX. 3/4" O.C. APPROX. 3/4'� O.C. PLAN VIEW 2% ' rPLAN VIEW V���nfr� Si r� Det�f� � 2% � 2 1�� MODIFIED ROLLED JOINT TIL. MODIFIED ROLLED 6' CURB & GUTTER TRENCH CURB & GUTTER NOT TO SCALE g" 1'-6,� � �P`� MIN. .M6 4NM\�1• PROPOSED 24f (PRIVATE) (8 33� a 33�0> TOP OF 6" CURB MODIFIED ROLLED CURB AND GUTTER ,. T� �2, � � 12 IN—TRACE' STREETS 4 WfDE BLUE STRIPE R=3/8" ELEV. R=1" qX� MP TOP OF 6 CUR OR ROLLED CURB Not To Scale OR ROLLED CURB 6" CURB 0" CF T.1. = 5 6"CURB FACE 8.0% MAX ACCESS RAMP � 8.0% MAX ACCESS RAMP A.C. PAVEMENT � PROPOSED 4' g ' g' WIDE WALKWAY "" 2% MAX PARKING SPREE SIGN (TYP.) � _ _ _ _ _ _ _ _ _ 7 HANDICAP ACCESS RAMP12 ��=i2io.��VRIV ACCESSIBLE PaRifIIVG R=3/4 NOT TO SCALE .46 SPACE SIGN (NP.) S/W PER � S/W PER LOP WHEEL STOP � � 6" LnPLAN VIEW 2% ' 2% PLAN VIEW TC=FL+0.50' 2� MAX PCC MODIFIED 6" JOINT TIL. MODIFIED 6" - - CURB & GUTTER TRENCH CURB & GUTTER 4" WIDE BLUE STRIPES LEVEL LINE PROPOSED 24' (PRIVATE) SLOPE PAR 2'- 2._1 MO6" CURB AND GUTTER TYPICAL SYMBOL nv-Txacr STREETS Not To Scale WITHIN THE ACCESSIBLE *OTE: 9, *9, 9, PARKING STALL PAINT THE 4 MODIFIED 6° CURB DETAIL T.1. = 5 VAN ACCESSIBLE WORDS NO PARKING IN PARKING STALL T2" HIGH LETTERS MIN. NOT TO SCALE ACCESS AISLE VAN, ACCESSIBLE TYPICAL STALL ,� ss 1/2" RADIUS R/W �. 0 DARK BLUEL 1p- 6)p 1 P_ 6 66 R/W 17- AC PAVEMENT AC PAVEMENT 7,1 WHITE 3/8 LEVEL LINE 3/8 :e22 22' S' J_j 6 REFLECTORIZED SIGN { 5' � RESERVED CONSTRUCTED OF RESERVED �• � �� � 4 � 4° �SIDEWALK � SIDEWALK I E FOR PORCELAIN STEEL FOR 6" MIN °• � �� �� �. :° . � y,'.• DISABLED A B '�' � .'• �� 069 * 06 ;� •°• �'°' 8 THICK CONCRETE WITH BEADED TEXT DISABLED �• •.�•• � •'�• ••• �.. •�•• � � .�.:.o•• ..o•.o .o.� p .,,..�..P. W/0 STEEL REIN. 2% 2� � .., o o OR EQUAL AND o °''°' '•°' ' �a � .o . . .� .. :a.. .. . .. . ,. . , SEALED TEXTURE. � NOTE: .VAN ACCESSIBLE PROP 8" C&G 66f R/W PUBLIC PROP 8" C&G o SIGN TO BE CENTERED AT THE � RIBBON GUTTER DETAIL Rancho Highland � INFERIOR END OF PARKING SPACE For IOnI r NOT TO SCALE Y EMBLEM MUST BE LOCATED IN STALL Refer to Soils Report for Over Excavation Requirements >_SO THAT IT IS VISIBLE BY A TRAFFICARF . OF SIGN TO BE A MINIMUM 80" MINIMUM FOR City of Temecula Std. no. 103A ENFORCEMENT OFFICER WHEN A OF 70 SQUARE INCHES FREE STANDING VEHICLE IS PROPERLY PARKED IN R/W c� THE SPACE (CENTERED AT ENTRANCE SEI" SIGN ON A 1 -3/4" Sq. R/W ' TO STALL RECOMMENDED). GALVANIZED STEEL POST INTO 1 FOOT 66' SQ. X 2 FEET DEEP CONCRETE TO TOP OF a a FOOTING. WALKING SURFACE SAWCUT 1' MIN. c~i� Dr ' 2' MIN. & REMOVE EX. PAVEMENT 5' � g' � 22' � 22' 6' � 5' J � isabled Parking Space 0.10' MIN. THICKNESS �-! � SIDEWALK SIDEWALK � N S� na e and �1.1 � �1 1 etaiCOLDPLANE EX. PAVEMENTp AC OVERLAY TO 0.10' MIN. DEPTH 2q; 2� Q gg � . `L FEATHER OVERLAY TO /-EXISTING EDGE .•• o . • •• ' �+ •• a. . ►,.` V)NOT TO SCALE MATCH EXISTING OF PAVEMENT d�o Q z PROP 6" C&G 66' R/W PUBLIC PROP 6" C&G j Tierra Vista � EX. PAVEMENT I NEW PAVEMENT W Not To Scale W For Reference Only �-- Refer to Soils Report for Over Excavation Requirements City of Temecula Std. no. 103A w 0 rl � SAWCUT 8c JOIN EX. PAVEMENT DETAIL PLAIYIVffYQ W DE3FC3Rl S CDIV3TRLtCT�CJRf NOT TO SCALE J D Q Z 40810 COUNTY CENTER DRIVE,SUITE 100 TEMECULA, CALIFORNIA 92591-6022 C 0 N S U LT[IV Q 951.676.8042* FAX 951.87EiJ240 * www.RBF.com LD06.025C0 Q CONSTRUCTION RECORD BENCH MARK Q� �9 DE8IQNED BY DRAWN BY CHECKED BY RECOMMENDED BY: DATE: ��� � CITY OF '1`EMECt,LI� DEPARTMENT OF PUBLIC WORKS D�w'p��• N SCALE OFESS/p / � T-32-81 RESET 1987, A 2 1/2" DISK �p � a � � NM JE KH �'` "�✓"��'� IN CONCRETE WALK NEAR THE �� ���' y� ``� a CONTRACTOR INTERSECTION OF FRONT STREET AND HORIZONTAL � � �iqz � PLANS PREPARED UNDER THE SUPERVISION OF DMMLL gREE �, ACCEPTED BY: - � DATE: �-i s��� ,� 7 �� STREET AND STORM DRAIN RANCHO CALIFORNIA ROAD IN THE AS NOTED w No.43090 m O WILLIAM G. HUGHES 1-8002272600 INSPECTOR MURR�I ETA �REEKBRIDGE ON THE NORTHWEST � Exp. 3/31/08 � DATE: L ( �'� DIRECTOR OF PUBLIC WORKS/CITY ENGINEER g �"�' .,,.,.,. � tMPROVEIV�ENT PLAN- TR 23992 PHASE A < AT lLABT TWO DAYS CORNER OF BRIDGE. VERTICAL MIC EL A. 012MAN � ;� .r t DETAIL SHEET 6EFORE YOk� DKA pgTE CaMPLETED 9j� 4F C p��F�� R.C.E. NO. 03 31 08 36617 06/30/08 �>,�.�e�aQ SHEET ;; OF 43090 EXPIRES: � � R.C.E. N0. EXPIRES: �a 9 AS NOTED UWpERGflU�Vp SERVICE ALERT OF SOUTHERN CAUfORWIA ELEVATION = 1007.337' DATE BY REVISIONS DATE ACO'D z 000 -PROFILE SCALE HORIZ. 1 = 40 ------ VERT. 1 = 4 23io 56 0000 L 0 7 =J 04 0 z VMS ------- 0 LEFT- OF" LEFT TQ P 0- PURO LiFT'j a< fW 0" vc JJAL owl L V ---------- G =1 .0 % 0 0 8 W C) 0 cogo 0 I - q AT 1 V� 60 + + rw 9 A Oar 0 09 V-FRN HE URF 0. F NI D !�L 0 ST E F1 I E6 S 11 Ot 14 4 OU T1 u+i t 47M I-xw RT Ej E?(F%..T1 RO 0 SlRE T 00 0 110 PV-0-�7G-ji- Ile 3t 42' ----Ip is c.� t�► t� f 8 Far 0 0 L) F- ID :0 (0 (0 a ca ------- co 0 0 D rA,% Al-f 11r I I - 100 00 0 ftmor 14NOF Or r Irle 0 a) 0 10 V� V"O 0 1% "URI 37 R r 0 1 G Lin -Ri Fw OFI-0 C a 141' ---------------- --------- ...... T :E 10 10 11 12 0 0 11 12 z V) CD r- Of U -i c)u-i < Q� �_LL. u LL.1 LL_ -i -1 0 26 - Li- CD Ld LLI CD r- -i z Ld U -i C) C) C) -i orf W(0 Ir- < Ld oo Ln o i < of LL_ 26 -1 W LI_ ULO 0 T_ ry 0� u 0 1 " 0 W U) 11+67.74 ECR m < a< m cn m co co U u 1q_ CD 1097.07 TC u U-i *u r- W Ln -4- m cn V) L 59 +:0 C>- qq- 0 - - m �_L1_V) W . 6 & 04. T_ 1r__ 14-4-80-60 BCR W W bi oo W Ln Z 70Q �Q? 1096.67 FL %..d a 1100. 17 TC -i + M cr) <W W r- cn 0) )00, v) . "/ 10 7 -i -J. __j 0 UD(.0 %7"� < 0 co r�__ �0 0 0 END TRANS, 601CF 0 W 8f_j W W + 0 © < < < -i W x 1< _j 1099.67 FL U u u 0 W (A + cy)0) TO ROLLED CURB < Of N 18 11+79. 13 q CALLE CARILLA (N cmn Ld `moi 23 V) uj cj 57 < `__�14+48.27 q AVENIDA ABR IL C-) 0 1q_ (0 Z_ 4 10 < L 1+41 .46 CALLE VERANO LL < 1099-68 FS 11+15. 36 CALLE CARILLA 0 0 CO 10+00.00 CALLE CARILLA (NORTH) m 15+19-43 RANCHO HIGHLAND �& 1 11 1'' '. . 6 Z 14+16.60 ECR X J "A + + + 7 _7_�j -10+00-00 CALLE CARILLA SOUTH 1099.69 TC LO Lj lyi,i 'p 1 98-63 FS mu 0 CD13 cil 1511 1099- 19 FL _8' 41 89 aw N ,�. 10+00.00 (� CALL` VER �\10 10+00-00 q CALLE CARILLA (SOUTH0 14 6 *% I- as C\j u N u 1+94.74 q CALLE CASERA ..... =10+00-00 q CALLE CARILLA (NORTH) LO LCO O 9 fT I j I LO I .'Jolla 01 f . I - I .L L.L . -I 1\ n 6 1097-27 FS -91 -,1. =11+41 .46 CALLE VERANO 098 00 Ir- a a e"I F Is 0 , 1 U918 U-i Q� 00 0 U --1 10 1098-63 FS LL_ W uu_i 00 LL_ 0 Lj__ ti. cr) W-, 9 p� u + u 12+26.74 BCR G!f 1� v__ A r1* cr) 1 0) 2 16 u (0 00) < W Cy) (0) D 0 __j m 1 •6 •r--(f) L0(N N L (3) (1 1097-66 TC CN u I- �_ m v mq-U-)0 00 0 10 1097. 16 FL < 00 Pq CD W Ljj W a 6 (N r* 0 0)0) t + cn cr) bi 0 0 VL V) (N . W 10 CD 0 Lj U-i u_j + 0 0 0 r- . r- I V_ + 00 98.72 FS/ u 98. 74 FS Li- L.Li F---LL_ cf) 0 Ld 1q_ 00 00 W Ir-T_T_ F_ u eo F b + 011 (3) • V) (Nu U W2 z rn u -i CALLE CARILLA (0 W:3 't u-)V)u N r- C) C) a)�__ LnV- LL_QD 0 LnF-- Li- IU- LOO to Lno 1q_ r*__rl-_ u) U) Ir- 26 (SOUTH) u CD It LOW =40" u LZ 0) cry(c) (D -c3i ff) LL 0000 (0 r1__1--,Ln SCALE: 1 r%-.,% L.L_ 00 r,-- 0 N, r�__c\j r�__ OV,) 00 IKI_ >_ W (0(0 26 COG) 14- Q)G) + 0)0) + U + - a a 6 a + 0,51P. 00 + C 0 0 00 0-) re) CD 00 CALLE CARILLA (SOUT 0(j) 0 00 CD 00 CD 00 rn 20.,--T-- N r-0) 4al 4 Ir- + LL, cn v�-u lc) a, CD CD CD CD27 4 0.51, $31 6 ' 5$ 3' C� 94- @ DATA TABLE yp). 99.5 TC 0 19 1099.00 FL NQ BEARING/DELTA RADIUS LENGTH TANGENT NOTE 40 0 40 80 120 103 19 0 13 8 < PO cr) -r1f r1__ CALLE CARILLA (NORTH) 19 099.62 TC F I U-) Ln W CO N + + + + N03020' 17"E -115-36 STREET cry k_j L_.) �_j �_j I ON J 98.34 TC 6 2 N70"01 $06"E 139. 11 STREET GRAPHIC SCALE 97-84 FS /in' I Ir 1099.94 Tc elf 3 03 0 50',31 35.00 2.35 1 . 17 STREET "t L .\ . 99-57 FS 1099.75 TCcw 4 68046'36' 35.00 42-01 ' 23.95 STREET ------- 10 --------- 5 N37*21 '47"W 1,37. 12 STREET �ETAIl. 1t� 8 - 9 6 CURB is . Ld is C'OMSTRUCTION NOTES SCALE: 1 =20' V) 7 66*40'49'$ 30.00' 34.91 19.74' 6 CURB < 8 NO3*20$ 17"E -- 54. 18 6 CURB a a CONSTRUCT 0.251 AC W/SEAL COAT OVER 0.50$ CLASS II AGGREGATE BASE OR AS REQUIRED BY CONSTRUCT TYPE D-6 CURB (6 C.F. PER CITY OF TEMECULA STD. NO. 204A 9 N70*0106"E 109.31 6 CURB THE SOILS ENGINEER U) 25.350 14.70' 6 CURB tp A 1� 72037'07" 20.00' (9 CONSTRUCT 3'-0" WIDE RIBBON GUTTER PER DETAIL ON SHEET 3 11 9 CONSTRUCT MODIFIED 6 CURB AND GUTTER PER DETAIL ON SHEET 3 W N37021 '47"W 62. 72 6 CURB Of 111111111114F 12 90000,00" 2.00$ 3. 141 2.00' 6 it CURB @ INSTALL SITE ENTRANCE WARNING SIGN PER DETAIL ON SHEET 3 ICATCH BASIN NO 2 ( ) CONSTRUCT 1 ' STEP OUT (THICKNESS PER CITY OF TEMECULA STD. NO. 401 ) U) '12 11=101 13 N52*38' 13"E -- 14.00 6 CURB I INSTALL STREET NAME SIGN PER CITY OF TEMECULA STD 404 & 405 SCALE: 1 14 N37021 '47"W 36.00 6 CURB CONSTRUCT CONCRETE ACCESS RAMP PER DETAIL ON SHEET 3 AND AS NOTES ON PLAN > 9 INSTALL R-1 "STOP" SIGN, 12" STOPBAR, & "STOP" LEGEND PER CALTRANS STOS 0 15 N52038' 13"E 14.00' 6" CURB CONSTRUCT 4' CONCRETE WALKWAY PER CITY OF TEMECULA STD. NO. 401 16 90000$00" 2.00$ 3. 14$ 2.00' 6 CURB PLANNING IS DESIGN 0 CONSTRUCTION 17 N37621 '47 W 4.93 6 CURB @ CONSTRUCT LOCAL DEPRESSION PER RIVERSIDE COUNTY STD, DWG. NO. 311 >" CURB _j 18 N37021 '47"W 143. 19 6 @ INSTALL WHEEL STOPS 19 40042'04" 30.00, 21 .31 11 - 13 6 CURB I 0 0 0 40810 COUNTY CENTER DRIVE, SUITE 100 L 20 NO3*20' 17"E 21 .09$ 6 si CURB CONSTRUCT 10' CURB TRANSITION FROM A-6 TO MODIFIED 6" CURB & GUTTER TEMECULA, CALIFORNIA 92591-6022 < CE3NSULTINC3 961.676.8042. PAX 961.676.7240 a www.ABFcom a. C' --------- LD06m025C0 < CONSTRUCTION.RECORD. BENCH MARK DESIGNED BY DRAWN BY CHECKED BY SCALE DRAWING NO, RECOMMENDED BY: o#,Ao Iwo DATE: ///4�9/AO T-32-81 RESET 1987, A 2 1/2" DISK A, NM JE KH OF TEMECUL DEPARTMENT OF PUBLIC WORKS IN CONCRETE WALK NEAR THE (iiv CONTRACTOR- HORIZONTAL PLANS PREPARED UNDER THE SUPERVISION OF DM MUN= INTERSECTION OF FRONT STREET AND 0. RANCHO CALIFORNIA ROAD IN THE V_ c-D ACCEPTED BY: DATE: 2 Ln 1-800-227-2600 INSPECTOR SIDEWALK OF A BRIDGE OVER THE AS NOTED No.43090 WILLIAM G. HUGHES STREET AND STORM DRAIN MURRIETA CREEK ON THE NORTHWEST Exp. 3/31/08 DATE: 1. DIRECTOR OF PUBLIC WORKS/CITY ENGINEER IMPROVEMENT PEAK! TR 23992 PHASE A MICH EL T M N AT LEAST rM DAYS CORNER OF BRIDGE. VERTICAL P 1141- b. BEFORE YOU DIG el v I\. ........... z 4-- La [00g Ln C-n r Tr PR LL-1 DATE COMPLETED ............... C/�►h.L.E CARILLA ....... .... UNDERGROUND,SERVICE AM OF$"ERN CAUFORNIA OF c R.C.E. NO. 43090 EXP I RES- 03/31/08 R.C.E. NO. 36617 EXPIRES: 06/30/084 ELEVATION 1007-337 DATE By REVISIONS DATE ACC'D AS NOTED ON CALLE VERANO SHEET 4 OF !9 PROFILE SCALE HORIZ. 1" = 40' VERT. I" = 4' 4=8.7 ' co - --- - __ _ V) o tN ?F 50 VC 3 00 CD ca► 2 T _ _ - w __ _ - a a `- 4= r 5 w t- a co r-. V_ as �_ a - _ _•_ - -__ - r r N % r; U) ...... ff I%OFF 1l,_--0F.R- LEP_ QUR F _ �' N r p ; .- OP Off" RO .LED L F ' c� cn E t _ _ , 110 50.0 � 00 Uj T-- go ,,,� � � • o as fi 9 .8 w C) 46 + C) Twoo TWO* CON ---------- GI %J1116,11`19. . . NOF � � N7 Ca r- . �, FI I HE s RF c .� )% _ _ _ _ -EXIS �� c r- 0 ST EE • V_ �� _...- --...__ - -- La _ �. d] vp- .--- 00 5' _ �s _ + oq R T -- - _ - cn • .. � LAt-- a Lo a t � aQ m a a dt 2_ D cq INN C. - - - " c `�- TO OE UR I0 T � cr, +o r- .-. p F 6 CU RB C7 r _ 0 a R B G PF cn�, 3' 8' 3' 10 11 12 1314 10 1 1095.57 TC �o 1095.72 TC 1 1095.07 FS m w m m o o A- 13+05.06 BCR 6 . cp `�ao`� 1099. 15 TC J �-- 1095.22 F Ln loo c0 an f w 00 00 0-) CD r •�� 1098.6 5 FL ~' 1095.25 TC + + + + Q � Tk it a 1 1',i `f h .' t '� m �� W to 1094. 75 FS © o o a LL! o t0 N N -� 0 19 k -- .- U z N - tv 10+72.04 CORTE LUCETTA 495, 10 TC UJ Q �. 14+11 . 15 CALLE CASERA � W + + + �� .. .. .. .. A • �-�-- N -10+00.00 CALLE CASERA ' 1095.3 T 20 `_ [1094.60 FL 0°C' J tet- w .-- 12 =12+68.74 AVENIDA ABRIL W = rn , cn cn cn W o r--r--�--�- 109 7.71 TC 1094.9 7 FS ( 1094.19 F K 27 00e0 z w 109 7.65 TC 1 a 1099.03 FS rn U C)C) �,� 0C0z 1097.21 FL �- 1 •cv 00 cr J c0 r�c0`-' 7 1097. 16 FL J 10+32.00 ECR 4 [ cs' uo r-. �--o rn0 J 7 _ �` 1 +52.36 ECR 25 o a� 0 f + � 2 �� 1095. 4:� sYN 18 z Ln IKJ_ (if �- 10 2 7.o o BCR _ � �� Td, ���'.:a 00 � ' F r,.,a.. �Yr ��'44'++ �!�.,r.:r•.-S, 7 ,.�. ,c Y.... {t, T.,Y.,1:..,:. "f' . 1/'yr�1 r 13.. .d a 't.'tl." / (/'jam] ,/fir/ '..4 :.{T :Ti... ,tL^ i. ,X W >„.. �•�.� �. i�.x^ -i i 2 28 Y� Lir ,er`f K. } S. !. x.•ry.. + V wr/ '..1' Y:,F Ir ..T:,.� I •P'' .5'�•.�.'. 4 '.f:' V 'wp'. +'. i'i 6 .C. F F... �����,��„r t 1099. 9 C ��.. u, Jr-: 3 5,. 1094. q T UNE � 2. 0 � =w � G + MA :;:� :�� 9 9 0 �. h r r 1 0 CALLE CASERA e� Z � rz y 4! 0 4! o ,E 1 3•i':.f ••:Ta''3' •.4:': rJ/r do fr -A1 S`' �:R''1 C rel rt Vii'. .a kt.. - .!.. r i`. - ,. w.. ,r....,. i. Y. ....... 7 y. _. n...: w � � r , 13 �' CD W U J 4 7 .7 F kF 1098 9 L p- 4 1 � � 4 a , ., ;. 1 4 TC { . Z o =10+72.04 s 4 r . , • 4 RTE UCETTA . 2a - . . 10 72.0 CO L : d b �/cc qk 1095.07 FSY}.. .ht i P Y` ,.. ..�. .. k: M,yM ,. �',.�: i'..i R .:�ti ...r ,.:..r r:A 3 �.a � � s � 4 r�" ,}�, Y a 2 a � ,t. �� a J ?. f l yy 1 .. Y .. .. .. .�,.• .s .. �We-A.,r,,l. � •6�a) v. .,r, .. .. ..: ..¢.,.. �',v v,Sr L,l{ ,..,p O �7 D ;. a v _ ,... 4 •, .4:e.r ..yr.. ,r. ..�, ..,. .. !..... ..,1 ,. ..... .'�r'..,a ,r r�ro. `3' .;.}x� �'..., 7 q k 1, YEi:.. ; .fid',: ✓t.' '.:1 y r +K :r "Y W w ,. e , i F w '•r 7 - ....> ,, r. '.r: ,.. .. ..+t. .. ^.. 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NO. 441 ) 19 �a°��- . F� 4 0 o -� 14 N 35 12 45 W -- 134.86 -- ROLLED CURB �g •2 19 :' ' a `�' �-' •00' 16.48' 8.29' ROLLED CURB CONSTRUCT CONCRETE ACCESS RAMP PER DETAIL ON SHEET 3 AND AS NOTES ON PLAN 6 1� 0° a o o I o W 15 15 13 51 6 2 7 r r ' _ c9 > 0 -- � �►�' 6 N 19'058'54' W -- 215.03 ROLLED CURB m �, o CO`�, �' a ,� 8 CONSTRUCT CONCRETE CROSS GUTTER PER CITY OF TEMECULA STD. NO. 211 MODIFIED a W o • j• 17 90 00 00 15.00 23.56 15.00 TRANSITION WIDTH PER PLAN 1 G r�- 1 097. 72FS N (� ,.5 .� a i ,, i �- C) T-Aao •� � 18 N 70 01 06 E 52.82 6 CURB ��°�g • 1 F� 0 0 0 • N�' -- -- 10 CONSTRUCT 4 CONCRETE WALKWAY PER CITY OF TEMECULA STD. NO. 401 9� • � 4 � �, 0 �o � � J,o � 19 N 19 56 40 W 24.00 6 CURB �p � ... . ... • •o• �`�0 r 20 N 70 a 01 '06" E -- 108.54' -- ROLLED CURB rn . -n n 12 CONSTRUCT LOCAL DEPRESSION PER R I VERS I DE COUNTY STD. DWG. N0. 311 F .--A �" 21 N 19056'40" W 24.00 6 CURB 1a�� • W DETAIL 11 C' 3 7 ° " E �-- 1 .50' -- Room 6" CURB 17 WARP CURB FROM MODIFIED 6" CURB & GUTTER TO MODIFIED ROLLED CURB o 22 N 0 03 20 SCALE: 1"=10' 23 90°00'00" 2.00 3. 14' 2.00' TRANSITION 19 , „ 18 WARP CURB FROM D--6 TO MODIFIED ROLLED CURB Q- � ' 24 N 19058'541W 16 .00 -- 6 CURB DETAIL 13 � p�.Ar�rNrc aEsrc r �r�r��r�trc-rry 25 N 70°01 '06" E -- 18.OQ' ---- 6" CURB 19 CONSTRUCT TYPE D-6 CURB (6" C.F. ) PER CITY OF TEMECULA STD. Nq. 204A SCALE: 1' =14 2 N 19058'54" W -- 16 .00' -- 6' CURB 0 624 CONSTRUCT 3'-O's WIDE RIBBON GUTTER PER DETAIL ON SHEET 3 40 0 40 80 120 27 90°Oa 00' 2.00' 3. 14 2.00' 6" CURB a 109 •72FS 28 N 19058'54" W -�- 14.00' -- 6" CURB 26 INSTALL R--1 "STOP" SIGN, 12" STOPBAR, 8c "STOP" LEGEND PER CALTRANS STDS Z ® � � 4081 COUNTY CENTER DRIVE, SUITE 100 � TEMECULA, CALIFORNIA 92591-6022PETAILPARKING TRP GRAPHIC SCALE i '�� 27 PAINT 4 SOLID WHITE PAR I G S I E cl 951.676.8042 FAX 961.676.724? .- www.RBF.com 0 DESIGNED BY DRAV1II�i BY CHECKED BY U DRAWING N*. � CONSTRUCTION Et�D[�RL� BENCH NN1RI� SCALE �p�E S S I py / 407 RECOMMENDED BY. DATE.KHTEMEt;CDEPARTMENT t» PUBLIC W®RI(�i T--32-81 RESET 1987 A 2 1/2" DISK p A. l NM JE '• IN CONCRETE WALK NEAR THE k4L� ��� yl �y Q CONTRACTOR HORIZONTAL � ,��, � PLANS PREPARED UNDER THE SUPERVISION OF DM'��,�, INTERSECT ION OF FRONT STREET AND --- RANCHO CALIFORNIA ROAD IN THE `� �" ACCEPTED BY: -- - -- DATE: -Z3•+ �.� ��' cG STREET AND STORM DRAINLn AS NOTED W No.43090 � .� WILL IAMB G. HUGHES �� DATE: t 0PHASE < 1--$0�227---� SIDEWALK OF A BRIDGE OVER THE � .,"X.....• �:�.::. INSPECTOR Exp. 3/31/0 ` �-- IMPROVEMENT PLAN TR 23992 A MURRIETA CREEK ON THE NORTHWESTDIRECTOR OF PUBLIC WORKS/CITY ENGINEER M I CHA L Al. T AN .r.;.Y- AT LF'r TWO DAYS CORNER OF BRIDGE. VERTICAL �' C L �� d � t . � CALLE CASERAr !no E3EF(M Y DATE COMPLETED � � C�Oq` R.C.E. 43090 03/31/08R.C.E. 36617 06/30/08 - � pF �ALl NO. EXPIRES. N0. 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NO. 401 .� �, (a,e��,,- 3 0$ 12 24 60.00 8.59 4 30 �' �' -- ' -- ' -- 222.74' --- ROLLED CURB 44 N37°56'S9"W - 14.00 -- 6" CURB cwn, 4 N45 18 26 W 24.67 STREET 24 N52 03 01 E 12 CONSTRUCT LOCAL DEPRESSION PER RIVERSIDE < 5 20°56'32" fi0.O0' 21 .93' 11 .09' STREET 25 90°0000 2.00' 3. 14' 2.00' TRANSITION 45 N52°03'01 "E -- 54.00' -- fi" CURB i o , , __ GOUNTY STD. DWG. 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' 5.24' TRANSITION 32 $9 24'47" 10.00' 15.$1 ' 9.90' TRANSITION 52 N52°03'01 "E -- $3.00' -- 6" CURB 63 36 22'58" 393.00' 249.55 129. 15 ROLLED CUB o SCALE: 1: 10 12 100 2$ 26 21 .00 36 .83 2 ° , ' --- -- 6' CURB 33 N52°03'01 "E --- 52.90 -- 6" CURB 53 N37 56'S9"W -- 16.32 -- 6' CURB 64 N78 48 30 E --- 66.29' - - ROLLED CUF B o_ LLe 13 N37 06 OZ W 12.04 14 08 12 24 72.00 10.31 5. 17 6 CURB 34 90 35 13 20.00 31 .62 20.21 6 CURB 5 4 50°46'51 " 2.Q0' 1 .77' 0.95' 6" CURB 65 N11 ° 11 '30"W ----� 24.00' -- 6" CURB � PLANNING i DESIGN ■ CONSTRUCTION ° , „ _� -- RB 35 $9°24'47" 20.00' 31 .21 ' 19.80' 6" CURB 55 37° 1 1 '46" 14.00' 9 .09' 4.71 ' 6" CURB 66 N78°4$'30"E -- 56.00' -- 6'' CURB J 15 N45 18 26 W 24.57 6 CU $ , " N 2°0301E ---- 8.81 ' -- 6" CURB 56 N24°2155"W -- 75.81 ' -- 6" CURB 67 92° 12' 19' 10.00' 16 .09' 10.39' TRANSITI0�1 0 16 20'056 '32' 48.00 17.54 8.87 6 CURB 36 5 , r a r: , r , o , , r r , , a r , , , -- -- 6 CURB 37 90 00 00 2.00 3. 14 2.00 6 CURB 57 Z0 56 32 72.00 26.32 13.31 6 CURB 68 82 40 00 15.00 21 . 46 21 .64 ROLLED CUFB n 17 N24 21 55 W 3.09 -- ' ---- ' W -- 24.67 -- 40810 6" CURB 69 31 ° 15` 17' • 417.00 227.47' 1 16.64 ROLLED CURB Q 40810 COUNTY CENTER DRIVE, SUITE 100 18 90 00 00 2.00 3. 14 2.00 6 CURB 38 N37 56 59 W 14.00 6 CURB 58 N45 18 26 o , r, , i, o , „ -- , -- „ o , „ , , , „ o , -- ' -� TEMECULA, CALIFORNIA 92591-6022 1 g N65 38 05 E -�- 14.00 -- fi CURB 39 N52 03 O 1 E 36.00 6 CURB 59 08 12 24 48.00 6.88 3. 44 6 CURB 70 N42 25 377E� 24.59 ROLLED CUB i C3 951.676.8042■ FAX 951.676.7240 ■ v�ww.RBF.com ' -- � ' " - 14.OQ' -- 6" CURB 60 N37 a O6'02"W 42.09 ' -- TRANSITION LDO6-D2�' CO o ���`�� L��� 20 N24 21 55 W 45.00 6 CURB 40 N37 56 59 W Q CONSTRUCTION RECORD BENCH MARK f E S S j DESIGNED BY DRAWN BY CHECKS t)BY DRAWING No. U SCALE �o o f��� BLIC woRKs Q �Yq RECOMMENDED BY. DATE. DEPARTMEN`r OF PU N „ � � NM JE KH N T-•32-81 RESET 1987, A 2 1/2 DISK , A. r z%,-'`� '\Z' I N CONCRETE WALK NEAR THE H4R I�oNTAL `4� �`�� �l�i � PLANS PREPARED UNDER THE SUPERVISION OF<4� ;/ o CONTRACTOR INTERSECT ION OF FRONT STREET AND .� - 1/ DATE: •Z -�7 p' DML'TLL �, ACCEPTED BY. �•� � TRET AND STORM DRAIN u') RANCHO CALIFORNIA RDAD IN THE AS NOTED - . 1-800--,227-2600V R TH W No 43090 WILL IAM G HUGHES ��SIDEWALK DF A BR I DGE D E E DATE: ,a MPRt��I'EME T PLANw TIR 23992 Pr�ASE A <c INSPECTOR MURK I ETA CREEK ON THE NORTHWEST Exp. 3/31/d8 �::.... � � MI HAE A. AN DIRECTOR OF PUBLIC WORKS CITY ENGINEER �- s d rr�Nr v�► ��Rr�. AT LEM TAW DAYS CORNER OF BRIDGE. VERTICAL G' \, N � .. . � ,-- BEFORE YOU D!! DATE COMPLETED �0 43090 EXPIRES: 03/31/08 R.C.E. NO. 36617 06/30/08 1r� ' ':ib$9.. �. R.C.nE. NO. 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A + : ON I TA f: CN _ � 1 00.00 CALLE B , + 4 9 r::• ALLE ESTRELLA - 10 00.00 C w 28.88 ri 6 O 1101 .86 FS � i M w c =13 14. 10 CALLE CR ISTA� r „ ,,, �, EE DETA I L 5 1 101 .�6 FS 0 7 01 .61 /TC r , s �, u U cn < 1 103.59 FS �, •� - .- a 1 px )` �,•3 :•- 1 t_�,�> 1 � �� •` axe SHEET 8 � � w a � • �,"'��I11 1 W r �0 0 < 10 54 / w z o • �. ju7/0 7 -i Ld • �- ` N = 2 DATA TABLE � _ � Q Q Q Y 66 gg T �/ 1 • t v T 1.tt S I lL. ��rtti t.L� , / • L r { r co1�J c J tJ1 J I TA RADIUS LENGTH TANGENT NOTE �- + + u AR ING DEL o ' er • �'• ` r .wig: NO BEARING/DELTA RADIUS LENGTH TANGENT NOTE [NO] BE / r w o W o Q �- u � W W c� S �' U F__ L� (z U �1 1 N 08°59' 12" W -- 101 .64- -- STREET 28 90°00'00" 2.QO' 3. 14' 2.00' TRANSITION W = N �'�l +o o n m U �. LL 9 ° -- 76.67 �-- ROLLED CURB V) U Ln m �` ,, Q �-- ,�-- o W " 00 W � 12+46.90 ECR � ` ,� 2 61037'25 60.00 64.53 35. 78 STREET 29 N 52 38 13 E „n Ln U �j __ __ °� 00 + o w W 00 r- tet- CD cN p 1 103.21 TC a�9 I �9' N 52°38' 13' E --- 147.93' �-- STREET 30 N 56 38'04' W 12.56 6 CURB + Ln o �o� w z - Vn IN co 0 3 r j 2 ' " -- 1 48 45 62.00 14.95 7.51 6 CURB -- S TREE T 31 3 �-- �-- ¢ o o co �'- o 1102.81 FL �[ l "' 4 N 52 38 13 E 152.67 m O O Q 0 �- r �0 06 ° ' " -- _- N 37°21 '47" W -�- 100.20' -- ROLLEa CURB TREET 32 � � � + - I 10+00.00 q CALLE CR[SIAL /0 •0 5 N 56 38 04 W 43.89 S , - �• 9 T ' ' STREET 33 N 02"05'09" W 29-31 ' - ROLLED CURB CONST UCTIONNOTES •.• � -12+70.39 AVENIDA CIELO 69 0 6 19 16 18 50.00 16 .82 8.49 '� -- --- STREET 34 N 87054'51 " E �-- 24.00' -- 6" CURB 1103.37 FS 142.68T BASE OR AS 12+93.27 BCR 7 N 37 21 47 W1 CONSTRUCT 0.25 AC W/SEAL COAT OVER 0.50 CLASS II AGGREGATE 1103.77 TC 8 N 02°05'09" W 25.49 -- STREET 35 N 37621 '47" W --- 96.03 ROLLED CURB REQUIRED BY THE SOILS ENGINEER ° -_ STREET 36 11 46' 17" 162.00' 33.28' 16.70' ROLLED CURB 0 1103.27 FL 9 N 37621 '47"47 W 118.03 � , a � �� � � ' CONSTRUCT MODIFIED ROLLED CURB PER DETAIL ON SHEET 3 % 11 "48'55150.00 30.93 15.52 STREET 37 10 13 54 138.00 24.64 12.35 ROLLED CURB 3 , 10 Ld 11 N 08°59' 12" W -- 77. 16 ' --- ROLLED CURB 38 N 37°21 '47" W --- 98.03' -- ROLLED CURB 4 CONSTRUCT MODIFIED 6" CURB AND GUTTER PER DETAIL ON SHEET 3 U) �• ° , 12 28°35'57" 72.00' 35.94' 18.35' ROLLED CURB 39 N 02"05 09 W -- 21 .67 -- ROLLED CURB < 7021 '47" W -- 138.87' ROLLED CURB CONSTRUCT CONCRETE ACCESS RAMP PER DETAIL ON SHEET 3 AND AS NOTES ON PLAN 13 760141491121 .00 27.95 16.48 ROLLED CURB 40 N 3 ' ' " 38.00' 12.78' 6.45' ROLLED CURB 1 16 18 11 MODIFIED scq 14 64 41 10 21 .00 23.71 13.30 6 CURB 41 9 $ CONSTRUCT CONCRETE CROSS GUTTER PER CITY OF TEMECULA STD. N0. 2 O � .�� ---- URB 42 N 56 38 04 W 19.72 ROLLED C DTH PER PLAN 15 96002'33" 2.00 3.35 2.22 6 CURB WID I 1 W ° ---- ' -- 43 N 37021 '47' W -�- 24.00 -�- ROLLED CURB CURB 16 N 37"21 '47"21 47 W 15.89 6 � �� � „ ° �> _.� 1I] CONSTRUCT 4 CONCRETE WALKWAY PER CITY OF TEMECULA STD. N0. 401 -- -- 38 13 E -- 292.00 ROLLED CURB ~ 17 N 52 38 13 E 45.00 6 CURB 44 N 52 ' -- " 2.00' 3. 14 2.00' TRANSITION 18 N 37"21 '47" W 16.00 6 CURB 45 90 00 00 17 WARP CURB FROM MODIFIED 6" CURB & GUTTER TO MODIFIED ROLLED CURB a t �, > >, W ' ' ' 46 N 37 21 47 W -- 16.00 -- 6 CURB 19 90000,00" 2.00 3. 14 2.00 TRANSITION ° CONSTRUCT TYPE D-�-6 CURB 6" C.F. PER CITY OF TEMECULA STD. NO. 204A o , -_ __ 6 CURB' 19 c0 C 20 N 52038'13" E -- 64.95 -- ROLLED CURB 47 N 52 38 13 E 6.60 - 40 0 40 80 1�0 2 1 90°00'00to 10.00 15.71 10.00 TRANSITION 48 61 ",37'25" 30.00 32.27 17.89 6 CURB 23 INSTALL SITE ENTRANCE WARNING SIGN PER DETAIL ON SHEET 3 0 „ � ' 1 VII -- 6.24 -- 6 CURB 22 53007'48 8.00 7.42 4.00 6 CURB 49 N 08 59 2 ° T NAME SIGN PER CITY OF TEMECULA STD 404 & 405 J PLANNING W DES[GN f CDNST'RUCTtM4 ' " ----, -- --- -- URB 50 N 81 00 48 E 16.00 6 CURB 25 INSTALL 5TR GRAPHIC SCALE 23 N 89030'25" E 2.00 6 C ° 51 90°00'00" 2.00' 3. 14' 2.00' TRANSITION 24 126'052' 12'12 2.00 4.43 4.00 6 CURB 26 INSTALL R-1 "STOP" SIGN, 12" STOPBAR, & "STOP" LEGEND PER CALTRANS SIDScy N 37 21 '47" W -- 16.00 -- 6 CURB 52 N 08 59 12 W -- 70.34 -- ROLLED CURB z 25 , `� 40810 COUNTY CENTER DRIVE, SUITE 100 26 N 520,38' 13' E 54.00' -- 6" CURB 53 86029'37" 30. 19 20.00 18.81 TRANSITION � r � TEMECULA, CALIFORNIA 92591-6022 27 N 37621 '47" W -- 16.00' -- 6" CURB 54 94°22'27" 32.94' 20.00' 21 .59' TRANSITION Dai-�2� a a • www.RBF.com < C Lt N� U LT I�l� 951.67�.8a42 FAX 95�.�7�.724U vuWw.RBF o DRAWING NO-a U aasTR�ta-rIa�r RECORD BENCH rurAR�c p F E S 5 J DESIGNED BY DRAWN BY CHECKED BY � scALE � oN RECOMMENDED BY: DATE: � !� �7 DEPARTMENT oll� pueLtc WORKS „ Q q� NM JE KH r� T--32--81 RESET 1987, A 2 1/2" DISK �,� A• I� �• a IN CONCRETE WALK NEAR THE HORIZONTAL ,`'� �`� �� PLANS PREPARED UNDER THE SUPERVISION OF CONTRACTOR q� ~"- - • °4 � ' AND '� INTERSECT ION OF FRONT STREET AND .�, � ACCEPTED BY DATE: _ h.� rG STREET �iRaIN DMILTOLLNum �, 9 RANCHO CALIFORNIA ROAD IN THE AS NOTED W Na. 43090 � � � WILLIAM G. HUGHES � IMPROVEMENT �LA�■ °�'"R ���� �1� '��� � �[..� -�. SIDEWALK OF A BRIDGE OVER THE DATE: � .r _1 8�l(�-22'7 2 500Exp 3/3�/os � D I RECTQR OF PUBLIC WORKS/CITY ENGINEER � `'����""'� �.�""���INSPECTOR :.Y..:.Y. < MURRIETA CREEK ON THE NORTHWEST MICE- EL TYL d, .t•: ,w CORNER OF BRIDGE. VERTICAL �� C'! 1 L �� ��.•:.�:�.•.•.•.•.•.�.:.:. AT LET TM DAYS V � � ,�" E ESTRELLA06 30 08 y�ra► •1989• �d�LL4 090 03/31/08 R.C.E. NO. 36617 EXP I RES: / / f�F a4T OF Ft��i� Yt�l! DtC3R.C.E. 3 EXPIRES. .N� SHEET DATE COMPLETED F OF Nv No. CALLE BONITA .. .� REVISIONS DATE ACD'D AS NOTED � IAV ALM(�SaUTN !A ELEVATION - 1007.337 DATE ICY 4 . �- 1 1098.63 TC U (n (A U U LL_ CD SEE DETAIL 13 1098. 13 FL �- o SHEET 5 co (0 � �- �-- cfl w UD w � MJ,, J $, a' �' °' v � 11 �`. a cy) "t d- c) (7)1100. 10 TC 0000 CO L? ou � tip- cn cr) 4 00 r- �- 12.41 rn cr) � o 0 o a o 19 a o 1099. 1 1 TC 1099.79 TC 1 9 � �- 1� T- � � � �-- ,-- ff 10 19 19 � 6 0 CF 1099.85 TC 1099.90 TC 10 , 4' �.�-.-�,.� , ' 1099.98 TC 0o 1 0 1098. 18 TC r - 6 CF U U U 1099.44 TC 8.0 �~ �- 1099 . 4 TC 2 0 CF cv 1098. 72 TC AVENIDA ABRIL -„�.-� 15 1099.62 TC u _ �_ _ 00 r- 1098.22 FL 1 1 100.08 TC >. Cn L_._ a, L. f 0 , CE 0*5g 1099.29 TC/EC 8 14+50 --•- 9 9 9 v 1099.72 TC r-- cn U M 8 0 U 1098.30 FS '~' Ln w �. ,�. �-- 13 (TYP) 19 -� 19 13 (TYP) 20 0 o : 10- - U � 99.32 FL 18 27 � o � o r--• o AVENIDA ABRIL � 1 g � 19 w 6- CD CD U 1 1 00 , " r �•� c �r w c o 6 VAN CD % 1099.95 TC 1104.3 TC 19m00 o cel 99.45 FL 1 -- . . 1099. 3 S 1099.20 TC 27 27 TYP, 9 f * 1099.76 TC � 19 dol DETAIL 1 PARKING o 19 SCALE. 1 = 20' r 1100.27 Tc �r �.� ; . � .� � oo.53 1099.53 TC 1099.58 TC 6"CF ` 1099. 15 TC 20 \1099. 45 TC 2p 1099 .65 TC 1100.6 TC J BCR 1098.69RIM 24 1098.83RIM 1098.96 RIM w 109 .66 FL 1 F 1099.42 TC 0.5% 13 (TYP) 6 CF < 8 098 80 L .,_. w W 1098.85 FL o �` w �' AVENIDA ABRIL DETAIL1 � � 4 4 SCALE: 1 20' LL_ U LL_ CN U L�. 1101 -64 �- � r ��' - U w `- C7 1101 . 14 F 0 �. 0---, '�? U U CD � � co V' CQ j 11 1 . 70 TC ^ � � DETAIL 2 _ v- U , �- N 110 .30 FL SCALE: 1 = 10 Ln Cil U Lam.pop to � C�7 �-- U 10 a© •�,.0 1101 .80 TC �„�, 1'�' � �o s r-: o aj . Q � 110 .40 L - 17 � , �. C3)►� C0 M C7� , 19 o � n 10 L=10' lu Qw U ir 000 , a 0 �,��� �, -� 1 101 .59 0 19 � • °° r FS 1 101 .61 10 U) Q0 T r , ^ �, 4 ^ TC w = 00, "0 s -� 19 v 8 r C\j 446 a r> >` � - 1 101 .70 V) �-- 0 a A �' •s �' 3 101 .5 1102.30 r 11 �F. SEE DETAIL 17 4 � .� � FS � � � 10 10 �..a ,. r o ,'S FL C A ..,� THIS SHEET 11 f 4 f f o ,.,�-�' -. - /1 1 10 .31 TC CALLE 1 0� 8 8 40 - 9 AVENIDA ABRIL " f f -f X11 4. 4 TC -� 1 8 5 a- -"own- -468 �' r'� - � 1 101 .73 4 1 01 .8 7 �� ,�,� cfl d - VERANO 1 10 9 r XI? 1 102.23 9 r ° FS S 1 �, � 1Q � .f11+50; FL � 9 19 1 1 4.40 C 4 4 3 o FS-GB w ... 1Q 1 100.03 TC 20 00� TYP. 10 _ r C',� 00 1g _ 1g -- d 27 18 1099.67 TC 27 18 °� 110 99 TC -- 1 101 . 11� 6 20 00 1 t _ r 4 Tc FL Ip •2j 7 - 1101.08 TC 6 ' . I. T .. r _ � 10 � 1102.5 LP �. cj �, 1 100. 14 TC 1099. 9 77 1 102.54 TC (18) 1 102.79 TC 4 ` 1 1g u 1 102.40 TC 27 00 1 co w w U `� �� 67�CF Q11 3.93 TC TYP. 18 1 104.42 TC -1 19 `� 19 6 U U .F- w19 1918 •�- - c 7 i �� - 1 a T 1.0% 27 ' 3 ^" ^ �' 12 �._ l 0 9 ,�. N�- LL_ 0 Ln L. o todo r - �;, �, CALLS CRISTAL 14 U U I00 n Q G.. w U 19 CALLE CRISTAL _ - _ _ _ __ 1100.46 TC o 00 �-- r10 a o . �- 00 cs� op j F ' 11 • d o a 100. 13 TCco - 1 p 9 1. a C� cn ( o� 11 t-? o00 c� o�, DETAIL DETAIL 7 DETAIL 8 DETAIL SCALE. 1 = 20 SCALE: ' ' 1 "= 20' SCALE: 1 = 20' SCALE: 1' • 0.e., +iD DETAIL 5 SCALE: 1 ' = 20' CONSTRUCTION NOTES w 4 f - ` W 1 CONSTRUCT 0.25 AC W/SEAL (OAT OVER 0.50 CLASS II AGGREGATE BASE OR AS LLQ '"'� 10 mi,Fm 10 REQUIRED BY THE SOILS ENGINEER .J =J J '~ jp+63.00 W 4 ;� 3 - f 1105.58TC 3 CONSTRUCT MODIFIED ROLLED CURB PER DETAIL ON SHEET 3 wt 4 0 �.. 4' „� 1 1 4 CONSTRUCT MODIFIED 6" CURB AND GUTTER PER DETAIL ON SHEET 3 4' � 3 � 10+53.00 , � 10 � _ 010+53.0010 ,� 4 L!I 1 105.21 TC r CONSTRUCT 1 ' STEP T U cn .$ 1101 . 0TC 1 5 6TC 6 CF S E 0U (THICKNESS PER CITY OF TEMECULA STD. NO. 401 ) U U w r�, •� �0 .36 17 1 101 . OFS - +� E �- rn ,.n F- pk �-�C r �d rF r 36-• 0 S CONSTRUCT CONCRETE CROSS GUTTER PER CITY OF TEMECULA STD. NO. 2 11 r /l •°� 1 104. 16 TC- 0% Q f ,- �"` 1Q + MODIFIED WIDTH DTH PER PLAN r-- •� o-) 10 r F 1 1 g 10 36.00 N 0 0 3 C o 1103.89TC 1104.74TC o Ln o �� c� .3� �'� f o r• 19 10 CONSTRUCT 4 CONCRETE WALKWAY PER CITY OF TEMECULA STD. N0. 401 .. r ''' C k3 �� 23.98 110 4F5 0 CF r� 1104.24F5 N + o Q + 0 0 . 0- E- 19 0 - \ _ �� ��� �` 10 �� - - - 1 -- -- 3 �' 1�� '�1 r 1 104.56FS 11 CONSTRUCT 6' CONCRET A 10+32.00 19 E SIDEW LK PER CITY OF TEMECULA STD. NO. 401 • `ri' > .�� 7.7 1 103.81 TC Ln o 0 ox �� cA . o O"CF NTA WH 13 INSTALL LL EEL STOPS r '� 4 . . � a � p t• � 0 C �.f7 �.- � . • 0 1 s �- 10+2�.oo 10 30.50 �., '�� .. �~ �� D •� r^ ' �F �, � 0� '1 � �-' 17 WARP CURB FROM MODIFIED R �, ''� �' o� p 1 g 1 a� co N �, U ED 6 CUB & GUTTER TO MODIFIED ROLLED CURB 10+56 .47 10+60.32 / ,�� p`ti �C� 19 a.#�� �' �, f - r G �, 00 0-, 1 103.94TC 04 55TC 19 ~ 3 1 100.83 TC 1 100.87 FL 3 `� C' r 3 0 .�`� _ ` 6"CF 4 04 05FL ' © d- 18 WARP CURB FROM D--6 TO MODIFIED ROLLED CURB ff .5 4 6.5 '� drL � G 8 >-- 0 CF _ 0 CF ,�'� �, r - �Ok •��� p1 .6 L 0 0 110199' C � �- - aF 0 1 CONSTRUCT TYP -� 6 CF � � E D 6 CURB (6 C.F. ) PER CITY OF TEMECULA STD. NO. 204A a r k2� ��;G 4 � ff ^ . 3 �a ,� .6 17 20 CONSTRUCT 3)-0" WIDE RIBBON GUTTER PER DETAIL ON SHEET 3 AVENIDA CIELO o ��iDGF Z4 INSTALL DISABLED PARKING SPACE SIGNAGE AND STRIPING PER DETAIL ON SHEET 3 • _ - -- 13 Q 10 --- - ' - - 27 PAINT 4 SOLID WHITE PARKING STRIPE 06 � n - CCRISTAL CALLE CRISTAL < V) ?0 N N DETAILDETAIL 1B DETAIL 17 1� DETAIL 1S � 1 ' = 20 SCALE. 1 = 20 SCALE: 1 = 20 SCALE: 1 = 20 w SCALE: • V) V) w w V) w 0 n PLANNING 0 DESIGN 0 CONSTRUCTION C) D 40810 COUNTY CENTER DRIVE, SUITE 100 z K TEMECULA CALIFORNIA 92591--6022 C 0 N�Ll LT I N(3 951.676.8042 FAX 951.676.7240 a www.RBF.com n L006w023CO a CONSTRUCTION RECORD BENCH MARK DESIGNED BY DRAWN BY CHECKED BY DRAWING IO* � SCALE Quo�E 5�joy �wlle>7 � q RECOMMENDED BY. DATE: � C0 T-32--81 RESET 1987 A 2 1 2DISK p NM JE KH - DEPARTMENT CIS PUBLIC WORKS T-32-81 � NCONCRETEWA K N H �`: ��-�- A. N I L EAR THE HORIZONTAL ,�`ti �` f�i �� PLANS PREPARED UNDERTHE SUPERVISION OF DmmLL CONTRACTOR INTERSECTION OF FRONT STREET AND �� r RANCHO CALIFORNIA ROAD IN THE `' ACCEPTED BY. -� -- DATE: - •Z -� �.� dF STREET AND ►TR�II DRAIN 1-800-227-2600 SIDEWALK OF A BRIDGE OVER THE AS NOTED � No.43090 � � WILLIAM G. HUGHES f INSPECTOR Ex 3� o� DATE. p. i i Y�:a;:::.:. :f:. IMPROVEMENT PLAN- TR 23992 P14ASE A � MURRIETA CREEK ON THE NORTHWEST � � DIRECTOR OF PUBLIC WORKS/CITY ENGINEER •� ti -• M I AE A. MAN ;Y:�.Y. AT W.W MO DAYS CORNER OF BRIDGE. -';-�_ x'`.Y-.:::., F-- VERT I CAL uo c! I L �:: STREET DETAILS DATE COMPLETED ��` \ R.C.E. NO. 43090 EXP I RES: 03/31/08 R.C.E. NO. 36617 EXPIRES:RES: 06/30/08 r,o 1 89•.... °- 7' � AS NOTED �� �ALS �•r�° SHEET � OF � � l�ND SERYM ALERT OF SOUTHERN CAUFOR V1A ELEVATION 1007.33 DATE BY REVISIONS DATE ACC'D .. z . - PROFIL SEu11 L . . . 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I w 1 ,, � - 4 L 4___M.__._.._____ T�RM DRAIN DATA TABLE V1, / I _'i \ IK �__ L I__. w____._�.___ 1. �__._._-__._w__ LLJ ' '�_r -_._._ NQ BEAR I NG/DELTA RADIUS LENGTH TANGENT NOTE S W .. / A - . _.__�w______� �_._________w__.._....._.._-_.___________________-__.___ _ Cqt L__,_______ _______ _._.�-.. -- -.___-- --._..___._._. '1--ol, a �, �, . r- Li-i ;�___.._._-___. ___ ___.. _...___.__- - _-.- . i -_- 1 N 63 1 1 04 w 27. 15 LINE B r.��o0 > �� 2 43° 12' 11 ” 45.00' 33.93''iL_---_--__–Fr–j— . F , I 17.82' LINE "B" o - i ,f � 3 N 19 58 54 w - 310.34 -- LINE B a_ 4 15° 13'51 " 50.00' 13.29' 6.69' LINE ' B' � PLANNING It D►ESI 314 f CONSTRUCTION INE BprJ N 350 1 2'45' � 125.26' - L INE „8:: _j 6 45°. 0" 45.00' 35.34' 18.64' LINE ' B" 20 0 20 40 60 a 7 N 80 12 45 to N -_ 14.35 -_ LINE B Q N 4 8'54" w - 27.93' -- LAT "B-1 " 111111-1-- Q 46810 COUNTY CENTER DRIVE, SUITE 104 8 6 5 TEMECULA, CALIFORNIA 92591-6022 GRAPHIC SCALE l C O N S U L.T`I N[3 951.676.8042■ FAX 951.676.7240 ■ www.RBF.com Q lD06= �3CO o CONSTRUCTION RECORD BENCH MARK p� �S IG NE D®�r D�rativ�B� CHECKED BY I��a�Irr��. �' SCALE D 1�/ ��' ' I� �� � �ql KH RECOMMENDED BY. DATE. FTEMECLADEPARTMENT C� PUBlIC Wi�RKS N T-32-81 RESET 1987 A 2 1 2 DISK o A. NM JE N 1. / w ��. v AON' IN CaNCRETE i�ALI� NEAR THE HORIZONTAL `�� �� � �� PAN PREPARED UNDER THE SUPERV S I ON OF o CONTRACTOR TR T AND � S � `- j��,'�'�� INTERSECT ION qF FRgNT S EE ACCEPTED BY. .� DATE: 1 4 7 �.� ° �'4 STORM DRAIN PLAN & PROFILE T) RANCHO CALIFORNIA ROAD I N THE AS NOTED � No• 'T' � A HUGHES { 1-800-227-2600S I DEY�ALK nF A BR I DGE OVER THE � � DATE: � 6 W I LL I M G �,. Y4 ::�:: 11-00, INSPECTOR MURK I ETA CREED ON THE NORTHWEST Exp' 3/3�/os DIRECTOR OF PUBLIC WORKS/CITY ENGINEER 0.,y�' ....Y-.�YY. �. Ml AE A. T MAN x :��-a ::..:�..F 4 F R d. t LI IN E B AT LST T1N� DAYS CORNER Q B I DGE. VERTICAL C 1 V �. ��, �, c� BE '� Dt� �� .... GATE COMPLETED �0` 090 XP I RES: 03/31/08 R.C.E. NO. 36617 EXPIRES:RES: 00/30/08 dr?!ao% ,089: Quo a- RR.C.E.CENO. E .NEI a SHEET 9 OF 9 l ' AS NOTED a F C A�- .. UN D ALERT OF 8"ERN CAlIMMIA ELEVATION = 1007.337 DATE BY REVISIONS DATE ACC'D