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HomeMy WebLinkAbout Street Improvement (Expansion) automall NORTH PLAZA PARCEL MAP 23496 NO . OFFSITE STREET IMPROVEMENTS GENERAL NOTES PROJECT 1 . THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK i AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST N . A .P . INFORM THE CITY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO \ PCL. B PCL . A BEGINNING OF CONSTRUCTION. PCL . 3 N \ PHONE: (951 ) 694-6411 3. ALL WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY IF TEMECULA = _ _ --_ -LR DRIVE PUBLIC WORKS DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, DATED OCTOBER 1998, AND SUBSEQUENT AMENDMENTS. 9 \\\ ;I PAN 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER, TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY PCL . F j ORDINANCE NO. 461 . i �I\\ r \ 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY PCL. TO THE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT ' PCL. E PERMIT FOR ALL WORK ON EXISTING CITY MAINTAINED ROADS AND FOR UTILITY I ;; - ToSI� WORK WITHIN OFFERS OF DEDICATION FOR PUBLIC USE. VICINITY MAP 1 N.T.S. 6. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN (14) DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPLIED AT A RATE OF 0.05 GALLON PER SQUARE YARD. ASPHALTIC EMULSION SHALL CONFORM \ �� TO SECTIONS 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. w 7. AS DETERMINED BY THE CITY ENGINEER, THE DEVELOPER IS RESPONSIBLE AS A \\ I% PCL . C� {'t ti ;' 'f CONSTRUCTION NOTES & QUANTITY ESTIMATE MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE AND MAY BE REQUIRED TO RECONSTRUCT w EXISTING PAVEMENTS, INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. PROPOSED MEDIAN NO. ITEM TO BE CONSTRUCTED OR INSTALLED ' QUANTITY UNIT 8. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOTE RELIEVE THE v I % ,� �I PCL . H Ji O1 CONSTRUCT TYPE D-8 CURB PER CITY OF TEMECULA STD. N0. 204. 3006 LF APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION w OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE w PCL . D , `\ ' 20 CONSTRUCT 10" AC DEEPLIFT 218 TON 4543 SF APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY .~. I <!\ EXISTING EXISTING / ; r 4b~CIPP O3 SAWCUT AND REMOVE EXIST AC PAVEMENT 3027 LF 19,329 SF ENGINEER FOR REVIEW AND APPROVAL. i ,,�„ PROPOSED CURB i ',PCL. I ;;1!�;' r`{y ® GRIND EXISTING AC TO A DEPTH OF 0. 10' AND PLACE AC OVERLAY 111 TON 15,420 SF SIDEWALK ;'!�!,1 ' TO A DEPTH OF 0. 10' MIN. ~ SAWCUT AND REMOVE PORTION OF EXISTING ST I NG CONC. MEDIAN CURB 450 LF y ;;i1,- , f WAS © CONSTRUCT TYPE A-6 CURB AND GUTTER PER CITY OF TEMECULA STD. NO. 200 118 LF FUTU__,RANCHO= WAY -- - - ---- - /' % '/' r` Z - ,_nu�y FUTURE __... O CONSTRUCT SIDEWALK PER CITY OF TEMECULA STD. NO. 401 . 708 SF �. ".""' 54"EXISTING CIPP PCL . K i NOTICE TO THE CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THIS PLAN BY THE CITY OF TEMECULA N °I EASTERN MUNICIPAL WATER DISTRICT OR RANCHO CALIFORNIA WATERDISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR ----------------------------------------, \ W - COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE --------- 41 CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO .T ---- PROPOSED MEDIAN PROTECT THE UTILITY LINES NOT OF RECORD OR SHOWN ON THIS PLAN. y LEGEND ----- " CENTERLINE ------------ rl i" % RIGHT-OF-WAY R/W „ r--------------------- TOP OF CURB TC E a INDEX MAP FLOW LINE PRIVATE ENGINEERING NOTE: SCALE: 1" = 200' FINISHED GRADE FG O CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE SHEET INDEX GRADE BREAK GB `- REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE `n TYPICAL TYP. CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, SHEET 1 TITLE SHEET ry INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIRE- SHEET 2 PLAN AND PROFILE ASPHALTIC CONCRETE A.C. _ MENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT TO BE LIMITED SHEET 3 PLAN AND PROFILE Q TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES CONSTRUCTION NOTE NUMBER ® Q TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM 0 ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PROJECT BOUNDARY :2 PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING 0 FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. EXIST. STORM DRAIN � 0 PROPOSED STORM DRAIN o 0 w STREET LIGHT 0 d- co z a 0 w UNDERGROUND SERVICE BENCH MARK SOURCE OF TOPOGRAPHY N ALERT PLANNING ■ DESIGN ■ CONSTRUCTION ADJ. DATE: 9-13-82 w COUNTY OF RIVERSIDE B.M. NO. T-31-81 ELEV: 1028.387 z INLAND AERIAL SURVEYS INC. CALL TOLL FREE 2 1/2" DISC IN CONC. CYLINDER LOCATED IN THE NORTH COR OF THE INT. 5826 MAGNOLIA AVENUE I- 40610 COUNTY CENTER DRIVE,SUITE 100 OF RANCHO CALIFORNIA ROAD AND YNEZ ROAD, 56' N.W. OF RANCHO w 1-800-422-4133 TEMECULA,CALIFORNIA 92591-6022 RIVERSIDE, CA 92506 CAL I FORN I A ROAD, 1 10' N. OF YNEZ RD. 29' N. OF FIRE HYDRANT, AT THE � C D N S U LT I N G 951.676.8042 • FAX 951.676.7240 ■ www.RBF.com (909) 683-3248 F__ EAST EDGE OF A 5 x15 BASE FOR A 3.5 x12 (RANCHO PROPERTIES REAL Cn TWO WORKING DAYS BEFORE YOU DIG ESTATE) SIGN. DATE : 11-31-01 L D 0 6-Q 3 7C O 0 CONSTRUCTION RECORD DATE BY REVISIONS DATE APP'D BENCHMARK DESIGNED BY DRAWN BY CHECKED BY SCALE WJESS10* RECOMMENDED BY: DATE: D 06 DEPARTMENT OF PUBLIC WORKS Drawing No. O D. �� MJG MJG W. KELLER 4 CITY OF TEMECULA p Contractor HORIZONTAL y ��� �l� Plans Prepared Under The Supervision Of o ACCEPTED BY: L� DATE: l0 6 0� of ' � STREET IMPROVEMENT PLANS i AS SHOWN W No. 44347 �+ —,� Inspector Date: OS� t� ��o DEPUTY DIRECTOR OF PUBLIC WORKS o~ < �"P' os�3%� '} l WILLIAM D. KELLER RONALD J. PARKS r YNE Q VERTICAL sr �I V I\V e Z ROAD A D Date Completed AS SHOWN 'lF F C aF�O R.C.E. NO. 44341 ___-Exp I r es 06/30/07 R.C.E. No. 19744 -Expires 9-30-07 PM 23498 °�•� SHEET 1 OF 3 ao N O a0 0O O O O ' O O + � � � � 9 � � to0 3• O O+ co o � LO �3. _77 � � � o -3. % O M -A Ali- + S' '0 toJul 1.11mor O � N LON � � 6 �• 1- N , LO O � MO N M �} P07 to S— 'Lx -1 Noy X IIV h FNS D SURFACE o E R �ry � Oor x 7 On , ,� �) x • � , UJIF • � o O .2 • � p • oo in a0 0 M O � M � cD • O In 7 O n CID � M w . 0 O j 1. 6 O T � 0 3. E 1 O N M y •2 a0 Lzt:` 0 If) N tf) r 6 4. 2' In , O � N 0 � � � 2• • I'� • O N M `+ „� , 2% S" PROFILE 12 'P RA 0 IC TA ER HORIZ: 1"=40' -t o VERT: 1"=4' 53 54 55 56 PLAN 1"=40' SCALE, 1" 40 =40' EX.R/W EX.R/W VARIES 117--134' — — 1 — - - - - � — - - -� — - - - - W W 5' VAR. VAR. VAR. 01 I"') m N — — - - — — — — —— — — - 42'-55 7' VAR. 5' 42'-55 o- VAR 7'RT- Q 1 W 3'LT ILO ELEV PER PLAN—Ex. 20" WATER PLAN- - - - - - - - - - - - -- - - - - - - - - - � x- - - - - - - - - - - — X UG TEL- - - - - - - - C) t —51 .�. 4 4 EXISTING FINISHED 5 E IST. 4 " W TE 3 3 :_ _-_ _ -_ 1 SURFACE m wo Ir — — — — — — — — — — — Lei- - - — - - - - - - t sY — - -EX. 4" GAS � - - - - - � — - - - - - - - - — 3 - - - _ __ -_- - - — - - - - - - - - - - -EX. UG TEL- - - - - - - - - -,� - - - - 5 - - - ,�—— — — — — — — — � a- - ��rN - - - - - - - - - - -EX. 12"VCP SEWEf� — — — — ter 120' - - - - - + - - - - + + 0 2 iD PARABOLIC TAPER — _ 1 - - - - - -- - - - -x- - - - - - - - - - - -- - - - - - - �o - - - - - - - - - - - - —� —1—'�� ,` _ W 2 - - - - - - - - w- - - - - - - - - - - YNEZ ROAD TYPICAL SECTION �- TARGET CENTER V 55+33.62 TO 58+47.62co H 0 t � DATA TABLE � \ NO BEARING/DELTA RADIUS LENGTH TANGENT CONSTRUCTION NOTES EX.R/W 117' EX.R/w w 1 N09°01 ' 19"W -- 470.27' -- O1 CONSTRUCT TYPE D-8 CURB PER CITY OF TEMECULA STD. NO. 204. 5' 42' 42' 8' Q 2 N09"01 ' 19"W -- 303.90' -- 3 N09°01 ' 19"W -- 46.38' -- O2 CONSTRUCT 10" AC DEEPLIFT Q 5' 1 ' 7' 7' 1 ' 5' 0 O3 SAWCUT AND REMOVE EXIST AC PAVEMENT ® GRIND EXISTING AC TO A DEPTH OF 0. 10' AND PLACE AC OVERLAY ELEV PER PLAN ELEV PER PLAN UTILITY CAUTION TO A DEPTH OF 0. 10' MIN. PLAN PLAN ALL EXISTING UTILITIES SHOWN HEREON ARE APPROXIMATE ONLY 5 SAWCUT AND REMOVE OF EXISTING CONC. MEDIAN CURB 4 4 EXISTING FINISHED o AND THERE MAY BE EXISTING UTILITIES THAT ARE NOT SHOWN. O I SURFACE o LIJ THE CONTRACTOR SHALL CALL "USA" OR APPROPIATE UTILITY FOR © CONSTRUCT TYPE A-6 CURB AND GUTTER PER CITY OF TEMECULA STD. NO. 200 MARKOUT PRIOR TO THE START OF CONSTRUCTION SO THAT ANY 7 CONSTRUCT SIDEWALK PER CITY OF TEMECULA STD. N0. 401 . CONFLICTS CAN BE RESOLVED. _ z 2 I 2 z +� 3 o w UNDERGROUND SERVICE ALERT PLANNING ■ DESIGN CONSTRUCTION 32 0 32 64 96 TYPICAL SECTION N w 52+29.73 TO 55+33.62 CALL TEL FREE 40610 COUNTY CENTER DRIVE,SUITE too GRAPHIC SCALE 1-800-422-4133 ■ ■ . TEMECULA,CALIFORNIA 92591-6022 W CON S U LT 1 N C� 951.676.8042 • FAX 951.676.7240 • www.RBF.com pf TWO WORKING DAYS BEFORE YOU DIG L D 0 6-0 37C 0 CD CONSTRUCTION RECORD DATE BY REVISIONS DATE APP'D BENCHMARK SCALE Q%VESSIpN DESIGNED BY DRAWN BY CHECKED BY RECOMMENDED BY: _Ice DATE: CITY 0 F TEMECULA DEPARTMENT OF PUBLIC WORKS Drawing No. MJG MJG W. KELLE HORIZONTAL � � D• '�Fl `� � Contractor c^ �, l m Plans Prepared Under The Supervision Of m_ �`� STREET IMPROVEMENT PLANS AS SHOWN ACCEPTED BY: DATE: o� T j �° No. 44341 ti Inspector ExP• 06/30/07 Date: OS \k 0Ce DEPUTY DIRECTOR OF PUBLIC WORKS r YNEZ ROAD a {�c x} RONALD J. PARKS � VERTICAL s WILLIAM D. KELLER e r �IVI� _ Date Completed 'lF Eon R.C.E. No. 44341 Expires 06/30/07 R.C.E. No. 19744 Ex Tres 9-30-07 'r - PM 23496 AS SHOWN �F C Ail p p �•� S HEET 2 OF 3 N M U O M op 1 0' IC OLO O • � � LO O J O O � O� • I� 001 CO O + _ I- N J C) O ^ + tp -2 0) o o o M M 1 - E p o � 1i � � .m `n 0 • dam- o °'. + to ►• �o TC - 5 LT i i. oo o O1 .7 + to co 10 O M 0 to O S= i 00 N I N EN I C L O + cfl O O ao 00 co O� o . - L O O 0 ^ pp N N Qk� O to 0 p) L0 O - as • I� + O + t0 O OLO 54 O O — O O �� 0w �0 -1 O p + LOO to c0 J J 0 00 In O X, - .56 2• N o� r co ►' r� 00 M + _ o M ao °+' + — to — h N $ a � o � E A T - F _T FINIS D U A � � x -- E E 1 E _ - 84DZ Cy oaro ,+ � 1. � ,1 _ _ o o � ON �, � ME DI _ E + d- �o o O J Q _ cy —_LO -A RIF 10 ON O `" I I H R E p °° �o h ,n ' 1* P io _ v; o P4N . ACs" � � _ o, ' o � 0 cc O N to 1 O + toDC O � M � to � co --tN O � u7rn cow x 1. LC Lr. O N t� M . In DO O O M cc + 0 + O •%!:!;TA'X �.JU 0 n a0 O Z, 5 S- li + xSZ . NI I N C-RIGHT CI 3• E I - 1 T 43� L PROFILE HORIZ: 1"=40' VERT- 1"=4' 57 58 59 60 61 62 PLAN, 84 65 66 67 68 69 1 =40 RANCHO WAY POROPOSED LD04-03560 1 UTILITY CAUTION �SCkE.!lllll� ALL EXISTING UTILITIES SHOWN HEREON ARE APPROXIMATE ONLY \ / 0' AND THERE MAY BE EXISTING UTILITIES THAT ARE NO SHOWN. \ THE CONTRACTOR SHALL CALL "USA" OR APPROPIATE UTILITY FOR \ N MARKOUT PRIOR TO THE START OF CONSTRUCTION SO THAT ANY 0) CD \ J- N01 M w�'`' 00 CONFLICTS CAN BE RESOLVED. — ao o — - - - _ D 0 - - - - - Z-mom t 0 �'-k'-0 J;_z — — _ — _ _ _ _ __ _ _ x i TEL EXIST. CURB c) — ,E1C• UG 9 7 120 GTR & SDWK m — — _ — — — 6 PN 6 — — — 1 �3 — o W PARABOLIC TAPER � � � T � � - - - �X. UG TEL - - - - .- - - - - — 6 � ME 1 � � co - , , — 0" WATERS— — — 5 � xIST W - 2 N , Go to � 2 — 1 2 — t oTECT E X. 20" WATER — — _ 4 P L + in .r + — — — to �X. UG TEL 0 1 - -� to --EX. 20" WATERG N — — — — O - - — - - - - - - 4 — — - 2 3 — - - - - - + — - - — — — - - � — — — - - — - - - - - - X. UG TE — - - - - - - - - - - - - - — GAS. ��EX � i 59 — — g - - _ EX• 41 — � ZN i 3 - - - 3 2 M ^ — —_ 7 — — — 12"VCP SEWER E - - �, — - - - - - - - -EX. 4" GAS - - - - - - - - - - - — - - - - - _ - - - - - - - - EX• RUNE i a _ _ - - - - - - - - - N _ - - - - - - 1 -- - p - - - - -_- - - - EX. UG TEL— - - - - - 1 - - - - - - - - - - - - - - - - - - - - - - -EX. UG TEL — — { 4" GAS— _ — - — - - - - 1 — - - - - - - - - - EXIST 48 W n X pT ■ - - EX. 12 VCP SEWER— r — — — — — — — — - - - - - - r - - - — — — — — — — — \ - - - - 8 - - - - Lo EX. 12"VCP SE -3 --EXIST. 48" WATERLINE 48" WATERLINE- --EXIST. — _ EXIST. CURB/GTR & SDWK 'R/w r W — — — —— — —— — — — — — — — - - - - — - - - - — — — —— - - — — — — — — — —— — — — — — — — — — — - - - -- - - - - - - - - - - -- - - - - - - - -- -- -- -- - - - - - - - - - - - - - - - - - - - - - --- ���_ 7 Z - - R/W— - - - - - - - - - - - - - - - - - - - - - -R/w = YNEZ � �� �� � Q ROAD _j J � EX. R/W < \ ' S 134 \ \\ \\ \ EX. R W < 12' 110' 12' 55' 55' CONSTRUCTION NOTES DATA TABLE I n 32 0 32 64 96 6'-61+68. 17 TO 5' 1 ' 7' 7' 1 ' 5' o NO BEARING/DELTA RADIUS LENGTH TANGENT I 62+08. 17 MAX I o GRAPHIC SCALE O1 CONSTRUCT TYPE D-8 CURB PER CITY OF TEMECULA STD. NO. 204. 1 N09°01 ' 19"W -- 147.62' -- ** ELEV PER PLAN w 2 �180°00'00" 2.00' 6.28' _ ELEV PER PLAN O2 CONSTRUCT 10" AC DEEPLIFT 4 N09001 ' 19"W -- 160.00' -- 4 4 XIST. FINISHED SURFACE O3 SAWCUT AND REMOVE EXIST AC PAVEMENT 5 N09°01 ' 19"W -- 352.88' 6 �13°20'08" 1193.00' 277.67' 139.47' _ Q ® GRIND EXISTING AC TO A DEPTH OF 0. 10' AND PLACE AC OVERLAY 7 A'20'08" 1207.00' 280.93' 141 . 10' _ — o UNDERGROUND SERVICE TO A DEPTH OF 0.10 MIN. 8 N09°01 ' 19"W -- 602.88' 1 I 1 2 —� / Ld ALERT I N PLANNING ■ DESIGN ■ CONSTRUCTION O SAWCUT AND REMOVE OF EXISTING CONC. MEDIAN CURB ���� / 7\ I w ** NOTE: SEE PLANS FOR MEDIAN TAPERS �' z CALL TOLL FREE © CONSTRUCT TYPE A-6 CURB AND GUTTER PER CITY OF TEMECULA STD. NO. 200 AND NOSE WIDTHS TYPICAL SECTION 40M COUNTY CENTER DRIVE,sum 100 59+74.17 TO 68+52.43 w 1-800-422-4133 � � TEMECULA,CALIFORNIA s25s1-so22 Q CONSTRUCT SIDEWALK PER CITY OF TEMECULA STD. N0. 401 . w CONSULTING 951.676.8042 • FAX 951.676.7240 www.RBF.com TWO WORKING DAYS BEFORE YOU DIG NO SCALE L D 0 6—0 37C O CONSTRUCTION RECORD DATE BY REVISIONS DATE APP'D BENCHMARK DESIGNED BY DRAWN BY CHECKED BY SCALE QRO f E S S 1 pN' RECOMMENDED BY: DATE: G/asfo� CITY F TEMECULA DEPARTMENT OF PUBLIC WORKS Drawing No. j �p p MJG MJG W. KELLER Contractor HORIZONTAL y���`� lh Plans Prepared Under The Supervision Of 0 ACCEPTED BY: �? DATE: of T STREET IMPROVEMENT PLANS � p AS SHOWN W �• '�1 Date: l�s 1 I\ 1 Inspector c t or � Exp 05/30/07 � _ l 0(. DEPUTY DIRECTOR OF PUBLIC WORKS o� Q RONALD J. PARKS VERTICAL r eIYL� � WILLIAM D. KELLER � � YN E Z ROAD Q Date Completed 'lF \1 R.C.E. No. 44341 Expires 06/30/07 R.C.E. No. 19744 Expires 9-30-07 `� � a= PM 23498 j AS SHOWN �F C��1 p p SHEET 3 OF 3