HomeMy WebLinkAboutBook 15 Page 726 Lot 17-22 Street Improvement ............ ......=T. .. ........ .................... --------------- ---------.................... .................. GENERAL NOTES:
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...................... ...... ------------- ---------- ------ I............... .......... ........... .........----------- .......... :': . .............. ------........... 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND
----------- ------7-------------%le ------------- RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM THE CITY OF CONSTRUCTICIN
............... ........I—-
............... ..................... --------------------- ....... ........ SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION.
---------- ...............-__-_ ------.................... . ................ ... (909) 694-6411
CL --------------- z PHONE:
. .......... .............................. T----------------------- -- --- ----- 2. ALL WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY OF TEMECULA PUBLIC WORKS
------------- ...... ---------............ ................................. .............< DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, DATED NOVEMBER 1991, AND
............... ............---------------::,:........................ ........... SUBSEQUENT AMENDMENTS.
r....................... I.. ....... ................. -I z ------- ------..............11.......... --------............. 3. IT SHALL BE THE RESPONSIBILITY OF THE 'DEVELOPER PPLY TO THE CITY OF
- -------- - ---------- ................--------------- 0 TEMECULA, DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT PERMIT FOR ALL WORK ON EXISTING
-------_-----_-- ------=__.............. -- --------------........... I9 go --- --- CITY MAINTAINED ROADS, AND FOR UTILITY WORK WITHIN OFFERS OF DEDICATION FOR PUBLIC USE.
--------------.............. 4. ALL UNDERGROUND FACILITIES WITH LATERALS, SHALL BE IN' PLACIF PRIOR TO PAVING THE STREET
.......... Lj ----------I ----------CX C) 0 .. ......... t-: . ... ....------------- rn :+ : __ -1 1-1111-1111, t......... .. ........... SECTION INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS AND
------------- ------ 0 DRAINAGE.
........... ........... ------------(D'-I ............ ------- ....... +0 ................................. .....................7 +-IV P I 0 CD 0 CD :�-] , 5. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ACCORDING
............... U:0 UU_ . ............T"'........... ------------0 F : - , - - -- -- 1,:: -, �_ : " �--_L_ STANDARD No. 207 AND/OR No. 207A, AS DIRECTED IN THE FIELD.
-------- - iUj C> O8,'X II ............ ........... ......... ------........... m--- ---------- t0 . ..... ------------ -------........... 6. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS MAY BE TAKEN AFTER ROUGH GRADING
........... .........C)............ -- - -------- TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD No. 401 IF EXPANSIVE
..... ......... 010 4z U ............. -----------............. ------------ ........... .........................---------- ...... ......... ......................... :_,�-.............W SION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN (14) DAYS FOLLOWING
U 7. ASPHALT EMUL
LAj ............ --------------11-1....'I............ ........... ............ II SPHALT SURFACING AND SHALL BE APPLIED AT A RATE OF 0.05 GALLONS PER
.. ................ ............................. ....................... ------> I .................._: -------------- --------- SQUARE YARD. ASPHALTIC EMULSION SHALL CONFORM TO SECTIONS 37, 39 AND 94 OF THE STATE
-----------I i- 1, ,
--- -- ----- I........................... m -------1 ---------------------_- --- -_----7 ... ..----------- --........... ......................... ----------- ............ 8. PRIME COAT REQUIRED PRIOR TO PAVING ALL GRADE IN EXCESS OF TEN PERCENT.
U K 1,--A U t- ------------................ ----------- W -1-605---------- ..... R UN,C 9. AS DETERMINED BY THE CITY INGINEER, THE DEVELOPER IS RESPONSIBLE AS A MINIMUM FOR ROAD
IEXISTIN 0.............. I-:1 :: ", :�:� �11-111"11-1 - "__ "" , -, - - " --,- -I -) cy"I 111, -11,------ --- -_ _",T f�� Tit' 7 __ - .11 I'll- 111 I 1 11 "Ill_7 I' ll , IMPROVEMENTS TO CENTERLINE AND MAY BE REQUIRED TO RECONSTRUCT EXISTING PAVEMENTS,
-------------------------------t ---------- .............. .......... . ................. ........ -------- 1 4� IINCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE
. ...........7 ........... ......................................F� t+ CURRENT ASSICNED TRAFFIC INDEX.
LL.............. --- ------ ------
------------I ............- ----------- ----------- ....................... .. ......... I----------------.......... . ......... ......................................... -------I - ---- ----------- ................. ----------------------------- 10. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED WITHIN
_T,1 PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS, ALL OTHER
......... ....................... ............
... ...................W :, - -1, - - I - II i I --, , _", I'll,1111111T------------------...... ..... ETS SHALL
------------- ..... ---------- _T TYPES OF LANDSCAPING IN THESE AREAS, AND ALL LANDSCAPING ON ALL OTHER STREL
...... .... ...... .....,",
i11C .. . ............. , �:------------4-- ------------I - - I,- . �11 I........ REQUIRE SEPARATE LANDSCAPE PLANS. ALL LANDSCAPING ENCROACHMENTS SHALL CONFORM TO
1�.......... ........... ...............................................................-- --------------------- i V P I__;��O 7.115 I----------- -30 V --- --------------------........... ............ .....-- ----------- RIVERSIDE COUNTY "STANDARDS RELATION TO THE ADMINISTRATION OF LANDSCAPE ENCROACHMENTS"
........... ............ ............ ...............i . .. .................... 0 DATED JANUARY 1989.
---------------......... ..............I -----------q,..........................---------------- ---------- 11. PURSUANT TO THE CITY OF TEMECULA ORDINANCE No. 90-12, THE DEVELOPER SHALL INSTALL ALL
-- ---------,",- -, - - - 111,111- f - - --111,1-1111- 11- _, J- , I— ___ "I".-11.-1-1 -1 I 11-1-"I I 11,11 11 -1 I I I I 11 11 i- - - I --�1) _j -I,,__ i , --- 11 I 1 I'
—---------.......................................... ............... ---------------------- ........... -----------------_--------............... I0 REQUIRED CABLE TV FACILITIES.
t ...................................... ............................. ..................................... ---------------------- 12. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND
.......... ............... ......................----------------------- ......................... ------------------------- ---- --------------------------- AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRETION OF ERRORS OR OMISSIONS
.............. ............... ........------- ......... --------- --- ---------- --------------- ....T --------------------------------- ----------- ................. IT . ... DISCOVERED DURING CONSTRUCTION. UPON 'DEQUEST, THE APPROPRIATE PLAN REVISIONS SHALL
]............ .............. BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
----------....... --------------I -------- ------------------ 13. EXISTING APPURTENANCES SHALL BE PROTECTED IN PLACE. IF DAMAGED AND/ OR BROKEN BY THE OPERATIONS
......................................... ---------- ...... --------------- - ------- ....... OF TH IS PROJECTIS CONTRACTOR, THEY SHALL BE REPAIRED AND OR REMOVED AND REPLACED BY THIS PROJECTS
................ ......................... ........................... ----------- CONTRACTOR TO THE SATISFACTION OF THE CITY ENGINEER.
.... ...... ............... t-------------I .......... ............................................ ------------ .............................. .... ......iI ------ ........... ------- ............ ............ .. ......... PAVING NOTES :
----------- --- ...........I---------- --------------- 1. MINIMUM PARKING LOT GRADE SHALL BE ONE (1.0) PERCENT
.......... ---------------------4------------ .......... .................I............. E -------------
..............---------- . ................ .....P R I III-` C A LIE7 ------------1--------------- 2. MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 0.50 PERCENT.-- ----------------------- ............. -- --------- ................. ... .......................................... ............................ - ----- .............OR I Z ---------- ---------- ------------------------ ------------- ----------- I3. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUBGRADE SURFACES PRIOR Tb
.......... I - II -1 , ----------- - ----------- ---------...........r....... TiPLACEMENT OF PAVING.
............................ ........ ........ ..........----------- .............I ............I ..................--------------- .....................................T I ........ 4
1. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAT FOURTEEN (14) DAYS
7 8 9 10 FOLLOWING PLACEMENT OF ASPHALT SURFACING AND SHALL BE APPLIED AT A RATE OF 0.05
SIXTH ST. CONSTRUCTION NOTES QUANTITIES E YARD, ASPHALT EMULSION SHALL CONFORM TO SECTIONS 37, AND
A NDARD SPECIFICATIONS.
MERCEDES ST. STA. 20+49. �9_/'j CONST. 3" A.C. OVER4" CLASS 2 A.B. 3, 150 S.F. 5. THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE CITY OF TEMECULA DEPARTMENT OF
SIXTH ST N ENCROACHMENT' PERMIT FOR ALL WORK WITHIN CITY RIGHT-OF-WAY.
CONST. FULL DEPTH A.C. PAVING (9" THICK) 195 S. F.
1130 CONST. CONCRETE DRIVEWAY APPROACH 251 S. F. 6. THREE INSPECTIONS ARE REQUIRED BY THE DEPARTMENT OF PUBLIC WORKS, ONE INSPECTION
PER CITY STD. 207 AT SUBGRADE COMPLETION, AT BASE GRADE COMPLETION AND DURING PLACEMENT OF ASPHALT.
Uj Uj
z ILE X CONST. 6"A.C. DIKE PER CITY STD. 2 1 1 . 30 L. F.
W 0 6' 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA,
0- W (D z W 00 CL a- ca -7-7 P_ SAWCUT A. C. PAVING 52 L.F. AND RELOCATION AND COST OF ALL EXISTING UTILITIES. THE CITY SHALL BE INFORMEED z W m z CL It W 0 00 Et V) CD -1 C; 0 0 0 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION AT (909) 694-6411.
Uj z - 0 ul) X< 0 0 Ld Uj 6 REMOVE EXIST. A. C. PAVING 78 S. F.
to 00 W PC) W z in 39 cli ox 0) < o 0 W 0 (6 W ma C� o 0 W W 7 INSTALL 2 x 6 REDWOOD HEADER 150 L,F.
< + C; < 0. z cj LEM_, 0, W 8. A COMPACTION REPORT BY A SOILS ENGINEER SHALL CERTIFY 95 PERCENT COMPACTION OF
0 z < m U 0 ol z < Z UJZ 001 z Uj_j 0: 10 OF- a: BASE PRIOR TO CALL FOR SECOND INSPECTION AND A PLACEMENT OF ASPHALT PAVING.
m: 3: + a: _j Rj: < + & Z 3: z 0 W0 ZI a: V)0- 0 I0 W W LU_ W C� 4b 9. COMPACTION TEST OBSERVATION OF SUBGRADE OR BASE ROCK GRADE SHALL BE COORDINATED
W c J a:
-4 _j <11- (n C-)
< V) W Uj 0 a:X /X IXXX Cn Icl:) z BY THE CONTRACTOR WITH THE SOILS ENGINEER AND THE PROJECT INSPECTOR, ALL GRADE
X W X _j /W V) A C.3* W UjW X . .
. d 0 C,- >� >� X \0�*O. INSPECTIONS WILL BE IN CONJUNCTION WITH OR PRECEDED BY COMPACTION TESTING.
W W V) 150. 00 (n A W W Uj X X
C� W 10. FINAL PAVEMENT STRUCTURAL SECTION SHALL BI- SUBMITTED TO THE DIRECTOR OF PUBLIC
R /W _411, L A MINIMUM OF TEN DAYS PRIOR TO PLACEMENT OF BASE MATERIAL.
PROTECT IN R/W CL ALLEY RIW THE DESIGN SHALL ADHERE TO THE METHODOLOGY SET FORTH IN CHAPTER 600 OF THE CALTRANS C\j LL HIGHWAY DESIGN MANUAL AND UTILIZE THE "R" VALUE METHOD. THE "R" VALUE TESTS SHALL 0 PLACE. 0 2�:t I 10, 10,
8 19 BE CONDUCTED IN ACCORDANCE WITH CALIFORNIA TEST No. 301 AND SHALL BE PERFORMED
10
N 440 26'27 E BY A REGISTERED CIVIL ENGINEER. THE NUMBER AND LOCATIONS OF THESE TESTS SHALL BE
_0 ALLEY _0 END CONST. A.C. PAVING SUBJECT TO APPROVAL BY THE DIRECTOR OF PUBLIC WORKS.
0.1 STA. 9 +70.00 LL
X 11. ASPHALT CONCRETE SHALL CONFORM TO ALL PROVISIONS OF SECTION 203-6 OF THE CURRENT
5 R/W EX. 7' METAL FENCE STA. 18+57 . 83 -7 VARIES STANDARD SPECIFICATIONS OF PUBLIC WORKS CONSTRUCTION. ASPHALT SURFACE COURSE SHALL
W BEGIN DRWY. A PPR. 2 /3%TO 15% BE C2-AR-4000. MINIMUM THICKNESS IS 2 INCHES, MAXIMUM THICKNESS IS 3 INCHES.
U ASPHALT CONCRETE SECTIONS GREATER THAN 3 INCHES SHALL CONTAIN A BASE COURSE OF
z m T.C. 10,99 F.L. 10.4 9 C. W-r, W W W END A.C. DIKE 6 Uj 3 % 2 B-AR-4000, A MINIMUM THICKNI,7.SS OF 2 INCHES.
q 2 - U U U I a X WW < z z TI- LU W 4 U. LL MiN.CL Li
_j W 0 u 1 7
z -W z < z = W 111) *AT GARAGE OPENINGS RANCHO CALIFORNIA ROAD
< W It W
LU cr - U: STA, 18+28 .,08
IBEGIN A.C. DIKE z FROM ST-ABt 95 TO STA.9+70 MORENO
__ ENGINEER'S NOTICE TO CONTRACTORS :
LU Ld X T.D. I 1. 12 F. L.10.6 2
_W �K Iz Uj W 0 (D RD- PRIVATE AND PUBLIC UTILITIES AS SHOWN REFLECT AVAILABLE RECORD INFORMATION, THE It X > 0 W Q_ W z X z CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL LINES AFFECTING THIS WORK AND ANY
Uj W (n
41 a DAMAGE OR PROTECTION TO THESE LINES. PRIOR TO STARTING CONSTRUCTION OF T'HIS PROJECT,
LO ALL VERIFY THE EXISTING ELEVATIONS OF THE EXISTING MAINS WHEN MAKING
0) SIXTH ST.W 3: NCOVERING ALL EXISTING UTILITY LINES AFFECTING THIS WORK. IF A
0 W
COI z SITE Uj W CONFLICT IN LOCATION IS NOTED, THE ENGINEER MUST BE NOTIFIED BEFORE PROCEEDING.
0 U Q:
ALLEY X cr U_
MERCEDES ST. STA. 16+.89 .86 U. R/W R/W LL F1 FTHI ST. REES THAT HE SHALL ASSUME SOLE AND CONPLETE RESPONSIBILITY FOR JOB
0 2 10, 10, SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY
FIFTH ST. W OPERTY. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT
0 8 BE LIMITED TO NORMAL WORKING HOURS AND TH A T THE CONTRACTOR SHALL DEFEND, INDEMNIFY
. BENCH MARK : < 1-1
AND HOLD THE OWNER, THE CONSULTING AND AU_ PUBLIC AGENCIES HARMLESS FROM U.S.C. & G.S. No. J-63, LOCATED IN TEMECULA ON THE U_ ANY AND AL'L LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK
7-!-'IS
NORTHWESTERLY CORNER OF FRONT AND MAIN STREETS. FI FTH ST. ON ?F� PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE
VARIES VICINITY MAP OWNER, THE CONSULTING ENGINEER OR ANY PUBLIC AGENCY.
BRASS DISC SET VERTICALLY IN THE NORTHEAST CONCRETE /3% TO 15%WALL, 1.5 FEET NORTHEAST OF THE EAST CORNER OFF A NO SCALE
DOOR COLUMN AT THE EAST CORNER OF THE "OLD" NATIONAL -4/. YO 20/0 i r_
Underground Service Alert BANK BUILDING. ADJUSTED 1970 ELEVATION: 1005.651 3 0 UNAUTHORIZED CHANGES AND' USES:
CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE
Call: TOLL FREE 0, 2 O' 4 O' 60' 80 FOR UNAUTHORIZED CHANGES TO OR USED OF THESE PLANS. ALL CHANGES TO THE PLANS MUST
BASIS OF BEARINGS : z BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.I1 -800 THE BEARINGS SHOWN ON THIS PLAN IS BASED ON THE AT GARAGE OPENINGS K R W Ek ASSOCIATES
CENTERLINE OF MERCEDES STREET BEING N 45 .31'14;' W
422-4133 GRAPHIC SCALE ! OF SURVEY BOOK 63, PAGES 31-33 ALLEY-TYPICAL SECTIONS- SURVEYING- ENGINEERING
RECORDS OF RIVERSIDE COUNTY, CA. P. O. BOX 867- MURRIETA ,
No SCALE CALIF. 92564
TWO WORKING DAYS BEFORE YOU DIG FROM STA.'8+20 TO STA.8+95 (909 ) 24 5 - 015 9 LD 97 - 069 CO
REVISIONS ACC'D Designed By Drawing No,
SCALE IT [IF TEMECULA DEPARTMENT OF PUBLIC WORKS
DATE:
HorizontaL Pta Supervision Of
co< 9f-? ACCEPTED BY1 DATE, ALLEY - IMPROVEMENT PLAN Inspector SEE ABOVE DESCRIPTION: 20 2j� Date -6-- Z2 I/ PRINCIPAL ENGINEER, FOR CITY ENGINEER,VerticaL RONALD J. PARKS PLOT PLAN 8839 Dat e C4eted IIT
II9 ofz:,cp,� R.C,E, N o, Expires R,C,E, No- 19744 9-30 -97 Sheet of 1 4 Expires WEST SIDE MERCEDES ST. BETWEEN FIFTH AND SIXTH ST,MEMO=