HomeMy WebLinkAboutBook 15 Page 726 Lot 5-14 Street Improvement STREET IMPROVEMENT NOTES +J MirEFM m17 I IWI F31 Ir"t 4:: 'VJF E:= IWI IF= t
1• THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK
AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM
THE CITY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF
CONSTRUCTION. PHONE (951) 694-6411 i Ir ii Ir 1F1 EF= I
PROJECT
2• THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO THE CITY OF
TEMECULA'S STANDARD Nos. 403-405.
N Fs
3. ALL WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY OF TEMECULA
PUBLIC WORKS DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, DATED R/W RAW
NOVEMBER 19911 AND SUBSEQUENT AMENDMENTS. 60' '�,p
4. RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER, TO o� �
IT SHALL BE THE � 30'
INSTALL STREET CENTERLLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY 30�
ORDINANCE No. 461. 10' 20' f13.5'
5• IT SHALL 8E THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE 4' 16'
CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT PERMIT
FOR ALL WORK ON EXISTING CITY MAINTAINED ROADS, AND FOR UTILITY WORK WITHIN 1
OFFERS OF DEDICATION FOR PUBLIC USE. 2% PV 7 AC OVERLAY 4 5 2% EXISTING VICINITY MAP
� NTS
6. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL 8E IN PLACE PRIOR TO PAVING
THE STREET SECTION INCLUDING, BUT NOT LIMITED T0, THE FOLLOWING: SEWER, WATER,
ELECTRIC, GAS AND DRAINAGE. g
7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED 8 2 3 5 5TH STREET
ACCORDING TO STANDARD No. 207 AND/OR No. 207A, AS DIRECTED IN THE FIELD. NTS
TI=6.0
$• IT SHALL 8E THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO
CALIFORNIA DEPARTMENT OF TRANSPORTATION FOR ALL WORK PERFORMED WITHIN THE
STATE RIGHT-OF-WAY.
9• ALL STREET SECTIONS ARE TENTATIVE, ADDITIONAL SOIL TEST SHALL 8E TAKEN AFTER
ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE
STANDARD No. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED.
10. 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.
11. PRIME COAT REQUIRED PRIOR TO PAVING ALL GRADE IN EXCESS OF TEN PERCENT.
72• INSTALL STREET TREES IN ACCORDANCE WITH RIVERSIDE COUNTY ORDINANCE No. 460.53. �._.
13. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH APPROVED STREET LIGHTING Uj
PLAN. U-j
� 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
14. AS DETERMINED 8Y THE CITY ENGINEER, THE DEVELOPER IS RESPONSIBLE AS A MINIMUM WA
FOR ROAD IMPROVEMENTS TO CENTERLINE AND MAY BE REQUIRED TO RECONSTRUCT � � � � v -�----- DAL�ON 3-----� LION 21
��INCLUDING BASE AND MATCHING OVERLAY REQUIRED 70 MEET
�
EXISTING PAVEMENTS,
THE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. � � � � �
14 �
15. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED O W wWITHIN PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE
PLANS. ALL OTHER TYPES OF LANDSCAPING IN THESE AREAS, AND ALL LANDSCAPING ON LL � W
ALL OTHER STREETS SHALL REQUIRE SEPARATE LANDSCAPE PLANS. ALL LANDSCAPING = -�
ENCROACHMENTS SHALL CONFORM TO RIVERSIDECOUNTY "STANDARDS RELATING TO THE
ADMINISTRATION OF LANDSCAPE ENCROACHMENTS DATED JANUARY 1989. jL
16. PURSUANT TO THE ITYCOF ABLEEMV FACILITIES.ONANCE No.90-12, THE DEVELOPER SHALL N � �
INSTALL ALL REQUIRED � CONSTRUCTION NOTES
17. APPROVAL THE THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE ,�i �, =3000
5TH STREET � � No DESCRIPTION QUANTITY
APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF � O
ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE TYPE 321 LF
RW
APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER SEE SHEET 2 � CONSTRUCT BF,"SAN-
CURB ANDGUTTER PER CITY 0� TEMECULA STD. N0. 20 .
"
W
FOR REVIEW AND APPROVAL. 2 INSTALL 0.31' ASPHALT CONCRETE PAVEMENT. 15 TONS
3 INSTALL 0.80' CRUSHED AGGREGATE BASE. 12 CY
PAVING NOTES
4 INSTALL ASPHALT CONCRETE PAVEMENT OVERLAY, MINIMUM THICKNESS 0.10'. 39 TONS
1. AN APPROVED SOIL STERILIZER SHALL 8E
USED ON ALL SUBGRADE SURFACES PRIOR INDEX MAP 5 INSTALL FOG'SEAL. 5958 SF
TO PLACEMENT OF PAVING. 1"=4p' SF
6 CONSTRUCT SIDEWALK PER CITY OF TEMECULA STD. N0. 401 3230
2• THREE INSPECTIONS ARE REQUIRED BY THE DEPARTMENT OF PUBLIC WORKS, ONE7 SAWCUT AC PAVEMENT. 331 LF
INSPECTION AT SUBGRADE COMPLETION, AT BASE GRADE COMPLETION AND DURING
8 REMOVE EXISTING ASPALT CONCRETE PAVEMENT AND BERM. 662 SF
PLACEMENT OF ASPHALT.
9 ADJUST TO GRADE. 2 EA
3. A COMPACTION REPORT BY A SOILS ENGINEER SHALL CERTIFY 95 PERCENT1
COMPACTION OF BASE PRIOR TO CALL FOR SECOND INSPECTION AND A PLACEMENT OF 10 PROTECT IN PLACE. EA
6 EA
ASPHALT PAVING.
11 RELOCATE.
4. COMPACTION TEST OBSERVATION OF SUBGRADE OR BASE ROCK GRADE SHALL BE 12 INSTALL OLD TOWN TYPE STREET LIGHT 1 EA
COORDINATED BY THE CONTRACTOR WITH THE SOILS ENGINEER AND THE PROJECT
13 CONSTUCT CONCRETE DWY PER CITY OF TEMECULA STD. N0. 207A MODFIED PER DETAIL SHT. 2 1 EA
INSPECTOR ALL GRADE INSPECTIONS WILL BE IN CONJUNCTION WITH OR PRECEDED BY
COMPACTION TESTING,
5. FINAL PAVEMENT STRUCTURAL SECTION DESIGN SHALL BE SUBMITTED TO THE DIRECTOR BENCHMARK ASSESSOR'S PARCEL NUMBERS
OF PUBLIC WORKS FOR APPROVAL A MINIMUM OF TEN DAYS PRIOR TO PLACEMENT OF RIV. CO. BENCH MARK J-63, SEC. I, T-8-S, R-3-W SMB AT TEMECULA RIVERSIDE ENGINEER'S NOTICES TO CONTRACTORS DALTON 2 - PA05-0171
BASE MATERIAL. THE DESIGN SHALL ADHERE TO THE METHODOLOGY SET FORTH IN CTY, ON MAIN STREET 100' SOUTH ACROSS THE STREET FROM THE FORMER POST
CHAPTER 600 OF THE CALTRANS HIGHWAY DESIGN MANUAL AND UTILIZE THE "R° OFFICE BUILDING AT A RESTAURANT FORMERLY THE FIRST NATIONAL BANK IN THE 922-024-012
VALUE METHOD THE "R" VALUE TESTS SHALL BE CONDUCTED IN ACCORDANCE WITH NORTHEAST CONCRETE WALL 1.5' NORTHWEST OF THE EAST CORNER OF THE DOOR PRIVATE AND PUBLIC UTILITIES AS SHOWN REFLECT AVAILABLE RECORD INFORMATION. THE CON- 922-024-013
TRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL LINES AFFECTING THIS WORK AND DALTON 3 - PA06-0037
CALIFORNIA TEST N0. 301 AND SHALL 8E PERFORMED BY A REGISTERED CIVIL COLUMN AT THE EAST CORNER OF THE BUILDING 2.3' ABOVE THE CONCRETE STEP
DAMAGE OR PROTECTION TO THESE LINES. PRIOR TO STARTING CONSTRUCTION OF THIS PROJECT, 922-024-010
ENGINEER. THE NUMBER AND LOCATIONS OF THESE TEST SHALL BE SUBJECT TO A STANDARD DISC STAMPED "J-63. 1927"
THE CONTRACTOR SHALL VERIFY THE EXISTING ELEVATIONS OF THE EXISTING MAINS WHEN MAKING 922-024-011
APPROVAL BY THE DIRECTOR OF PUBLIC WORKS. ADJUSTED ELEV. 1005.651
ADJUSTED 1970 BY RIV. CO. 600-7-68 CONNECTIONS AND UNCOVERING ALL EXISTING UTILITY LINES AFFECTING THIS WORK. IF A
6� ASPHALT CONCRETE SHALL CONFORM TO ALL PROVISIONS OF SECTION 203-6 OF THE CONFLICT IN LOCATION IS NOTED, THE ENGINEER MUST BE NOTIFIED BEFORE PROCEEDING.,
CURRENT STANDARD SPECIFICATIONS OF PUBLIC WORKS CONSTRUCTION, ASPHALT COT
SURFACE COURSE SHALL BE C2-AR-4000. MINIMUM THICKNESS IS 2 INCHES, THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBLILITY FOR MR. BILL DALTON
MAXIMUM THICKNESS IS 3 INCHES. ASPHALT CONCRETE SECTIONS GREATER THAN 3 JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING c/o NATIONWIDE BENDING GROUP
INCHES SHALL CONTAIN A BASE COURSE OF B-AR-4000s A MINIMUM THICKNESS OF 2 SAFETY OF ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY 41911 5TH S .
INCHES. AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE CONTRACT SHALL DEFEND, SUITE 302
INDEMNIFY AND HOLD THE OWNER, THE CONSULTING ENGINEER AND ALL PUBLIC ANGENCIES TEMECULA, CA 92592
HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PER- 491-7777
FORMANCE OF WORK ON THIS PROJEC ,T EXCEPTING FOR LIABILITY ARISING FROM THE SOLE (951)
866) 697-3013 fox
UTILITY NOTIFICATIONS NEGLIGENCE OF THE OWNER, THE CONSULTING ENGINEER OR ANY PUBLIC AGENCY. SITE ADDRESS MEMOS
AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION, CONTRACTOR UNAUTHORIZED CHANGES AND USES: 41955 5TH STREET
CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE TEMECULA, CA 92590
SHALL NOTIFY: FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS
Underground Service Alert UNDERGROUND SERVICE ALERT (800) 422-4133 MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
Call: TOLL FREE ALL OTHER AFFECTED UTILITIES AND PERMIT AGENCIES
(800) 422-4133 APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT LEGALDESCRIPTION . . ENGINEER:
� EASTERN MUNICIPAL WATER DISTRICT (909) 925-7676 RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY LOT 5 THROUGH 14 OF BLOCK 22 PER MAP RECORDED IN xy
FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING BOOK 15, PAGE 726 OF MAPS SAN DIEGO COUNTY RECORDS. civil En �92ee1"�9't
CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS 28465 OLD TOWN FRONT STREET (951) 506-4869 (951) 506-4919 FAX
� -H�O SOUTHERN CALIFORNIA EDISON CO. (800) 422-4133 VERIZON (800) 422-4133 SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND SUITE315
q-22--4133 CITY OF TEMECULA (909) 694-6111 APPROVAL.
TEMECULA, CA 92590
LDOT-eO27CO
RANCHO CALIF. WATER DISTRICT (909) 676-4101
TWO WORKING DAYS BEFORE YOU DIG ATTN: CRAIG MAPES)
ACC'D BENCHMARK SCALE SEAL Q�pFEss�oN Designed By Drawn By Checked By � DRAWING N0.
CONSTRUCTION RECORD DATE BY REVISIONS DATE ECOMMENDED BY: DATE: �' � �? CITY OF TDEPARTMENT OF PUBLIC WORKS
H.L.C. H. L. C. -
Contractor HORIZONTAL � ��' ��.� 2 P A S PREPARED UNDER THE SUPERVISION OF Slkle, / - DATE: -0 �° T�'' STREET IMPROVEMENTS S T
ACCEPTED BY: WILLIAM G. HUGHES �1 ' ` DAL TON 2 and 3 MIXED-wUSE BU/LD/NA
AS NOTED � No. 38308
SEE ABOVE ��� �i� Date � °
Inspector * gyp. e/ao/oe * DIRECTOR OF PUBLIC WORKS d���� ..�� �����'��A'
VERTICAL HECfdR L. C RREA � .�.::..,:;..,:. PA 05-0>7� and PA 06"00. 7
sqr CIv��- ���' 36306 Ex 6Z30/08 f''�Ns:srr:��a�
Date Completed NA FoF���Fo R.C.E. N0. paresC,Ee N0. X6617 Expires 6 30/08 TITLE/COVER SHEET SHEET 1 of 2�Q
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LEGEND
AC OVERLAY Y FROM CURB CONSTRUCTION N OTES
EDGE TO ST. CL A T 2� 4 0
a DESCRIPTION
CCONSTRUCTTYPE C CURB ANDGUTTER PER CIT O TEMECU STD. NO. 202.
1> CURB MUST BE SAN DIEGO BUFF COLOR.
(2) INSTALL 0.31' ASPHALT CONCRETE PAVEMENT,
-..(-3 INSTALL 0.50' CRUSHED AGGREGATE BASE.
4 INSTALL ASPHALT CONCRETE PAVEMENT OVERLAY, MINIMUM THICKNESS 0.10'0
5 INSTALL FOG'SEAL.
6 CONSTRUCT SIDEWALK PER CITY OF TEMECULA STD. NO. 401
II-: �' 1 A PAVEMENT,
V) � 7 SAWCUT C AVEMEN r
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SUITE 315
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1.'.1 . " DRIVE DETAIL
.1 N Ts (951) FAX (951)506-4979
TWO WORKING DAYS BEFORE YOU DIG LD07-mmO27CO
SEAL Designed By Drawn By Checked By /4DRAWING No•
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE �E�s r
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IQ L. H. CORREA H. CORREA H. CORREA DEPARTMENT O PUBLIC WORKS
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Contractor HORIZONTAL �- �'�• Zj � PLANS PREPARED UNDER THE SUPERVISION OF
ACCEPTED BY:- - DATE: ,.?.b-) DAL rON 2 and 3 M/XED-wUS '" BUILDING ST�"2H T. 1 A S N O TED IF No. MOO ��Ins ector SEESWILLIAM G• HUGHES
Inspector exp. a/3o/ae Date .'::..
.� ,� DIRECTOR OF PUBLIC WORKS r�•�'
VERTICAL HECTO L. CORREA 9•Y�,: x��.iY.
5TH STREET 1a+59. 18 TO 13+90*33
Date Completed �� CM�' �� STREET IMPROVEMENT PLANS
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