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CIT*f OF TE GENERAL STREET IMPROVEMENT NOTES
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED
101PARCEL MAP No P � MECULA WORK AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE
f MUST INFORM THE CITY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR
.86P71 IMPROVEMENT PLAN TO BEGINNING OF CONSTRUCTION. PHONE: (909) 694-6411
2. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO CITY
s• /„ �S � STANDARD NOS. 403, 404 AND 405.
RW
y a,V 3. ALL WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY OF TEMECULA
� R�n�j o PUBLIC WORKS DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS.
� PC t I � � DATED NOVEMBER 1991, AND SUBSEQUENT AMENDMENTS.
4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER
TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY THE CITY OF
TEMECULA STANDARDS.
FUTURE21.FINAL PAVEMENT STRUCTURAL SECTION DESIGN SHALL BE SUBMITTED TO THE DIRECTOR OF 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR 70 APPLY
\
PCL / � PUBLIC WORKS FOR APPROVAL A MINIMUM OFTEN DAYS PRIOR TO PLACEMENT OF BASE TO THE TEMECULA ENGINEERING DEPARTMENT, PERMIT SECTION, FOR AN
/ MATERIAL. THE DESIGN SHALL ADHERE TO THE METHODOLOGY SET FORTH IN CHAPTER 600 OF ENCROACHMENT PERMIT FOR ALL WORK ON EXISTING CITY MAINTAINED ROADS
THE CALTRANS HIGHWAY DESIGN MANUAL AND UTILIZE THE "R" VALUE METHOD. THE "R" AND FOR UTILITY WORK WITHIN OFFERS OF DEDICATION FOR PUBLIC USE.
FF � FUTURE \ VALUE TESTS SHALL BE CONDUCTED IN ACCORDANCE WITH CALIFORNIA TEST NO. 301 AND 6. ALL UNDERGROUND F C
SHALLA ILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO
ISG L I \ THESE E PERFORMED BY A REGISTERED CIVIL ENGINEER. THE NUMBER AND LOCATIONS OF PAVING THE STREET SECTION INCLUDING, BUT NOT LIMITED T0, THE FOLLOWING;
\ � TESTS SHALL BE SUBJECT TO APPROVAL BY THE DIRECTOR OF PUBLIC WORKS. SEWER, WATER, ELECTRIC, GAS, DRAINAGE.
NO
PCL 'q ` / FUT R I � 22. ASPHALT CONCRETE 7. ALL STREET
U E RETE SHALL CONFORM TO ALL PROVISIONS OF SECTION 203-6 OF THE
REE SECTIONS ARE TENTATIVE, ADDITIONAL SOIL TESTS, SHALL BE TAKEN
pA 98'033/ � , � � � PCO tw I � CURRENT STANDARD SPECIFICATIONS OF PUBLIC WORKS CONSTRUCTION. ASPHALT SURFACE AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS.
liT� � MAXIMUM THICKNESS IS 3 COURSE SHALL BE C2 -AR -4000. MINIMUM THICKNESS IS 2 INCHES, USE STANDARD N0. 401 IF EXPANSIVE SOLS ARE ENCOUNTERED.
>%/FUTUREPC`
FUTURE � INCHES. ASPHALT CONCRETE SECTIONS GREATER THAN 3 INCHES SHALL CONTAIN A BASE 8. AN APPROVED SOILS STERILIZER SHALL BE USED ON ALL SUBGRADE SURFACES
L COURSE OF B -AR -4000, A MINIMUM THICKNESS OF 2 INCHES. PRIOR TO PLACEMENT OF A.C. PAVING.
IAC L / � � ��Fj. � / I / � � 9. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE N0. 460653 .
FUTURE 10. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED
FU TURE �
� � I I FG(. STREET LIGHTING PLAN.
PGL �`
� f-_. /
' � � � J � 11. AS DETERMINED BY THE CITY ENGINEER, !HE DEVELOPER IS RESPONSIBLE, '`� '1
� AS A MINIMUM, FOR ROAD IMPROVEMENTS TO CENTERLINE AND MAY BE REQUIRED
� INCLUDING BASE, � � � � TO RECONSTRUCT EXISTING PAVEMENT, AND MATCHING OVERLAY
` � REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED
TRAFFIC INDEX.
/ FUTURE12. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND
PCL �'� / � CONSTRUCTED ACCORDING TO CITY
OF TEMECULA STANDARD
No. 207A AS DIRECTED IN THE FIELD.
13. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED.
WITHIN PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPERATE LANDSCAPE
t / � PLANS. ALL OTHER TYPES OF LANDSCAPING IN THESE AREAS, AND ALL LAND-
_ �► � � SOAPING ON ALL OTHER STREETS SHALL REQUIRE SEPARATE LANDSCAPE PLANS.
� ALL LANDSCAPING ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY
FUTURE "STANDARDS RELATING TO THE ADMINISTRATION OF LANDSCAPE ENCROACHMENTS"
INDEX MAP � �� PL (r DATED JANUARY 1989.
SCALE 1"= 100' FUTURE j�GL � � `� 14. PURSUANT TO THE CITY OF TEMECULA ORDINANCE No. 90-12, THE DEVELOPER
SHALL INSTALL ALL REQUIRED CABLE TV FACILITIES.
�„ \ � 15. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE
OPEN SPAC8
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE
CORRECTION OF ERRORS OR OMISSIONS DISCOVEREDsDURING CONSTRUCTION.
� � ` � SUBMITTEDETO,THEECITYRENGINEERPFOR REVIEWOANC�SAf�PROVALPROMPTLY
R/W 6' SIDEWALK 7 � 6' SIDEWALK R/yN �' � � ` \
10' S' 10' �� � � 16. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN
/FOURTEEN (14) DAYS FOLLOWNG PLACEMENT OF THE ASPHALT SURFACING
CONC. CURB &GUTTER
g� 29� 29�\61 4� � � AND SHALL BE APPLIED AT A RATE OF 0.05 GALLON PER SQUARE YARD.
2% I
� CONC. CURB &GUTTER i �:'� � � ASPHALTIC EMULSION SHALL CONFORM TO SECTIONS 37, 39 AND 94 OF THE
STATE STANDARD SPECIFICATIONS.
A/C PAVEMENT
BASE COURSE �' � � � / 17. PRIME COAT REQUIRED PRIOR TO PAVING ALL GRADE IN EXCESS OF TEN
1/4" PER FT. COMPACTED SUBGRADE PERCENT .
VALUErOo, SLOPE R VALUE _ , T.I. =10 1/4" PER FT.
0.45'a.c.i I.00' c.a.e SLOPE ` 18 . .THREE SPECIAL INSPECTIONS ARE REQUIRED BY THE DEPARTMENT OF PUBLIC WORKS, ONE
FRONT STREET ` / INSPECTION AT SUBGRADE, ONE INSPECTION AT THE TIME BASE IS PLACED AND ONE AT THE T14/RD
TYPICAL SECTION � TIME A.C. IS PLACED.
(PER CITY STD. No. 103) ` � / 19. A COMPACTION REPORT BY A SOILS ENGINEER SHALL CERTIFY 95 PERCENfi
N.T.S. ` ` / gX/S% 9 MIJp COMPACTION OF BASE PRIOR TO CALL FOR SECOND INSPECTION AND A
� iFr srprioN PLACEMENT OF ASPHALT PAVING.
\ 20. COMPACTION TEST OBSERVATION OF SUBGRADE OR BASE ROCK GRADE SHALL
BE COORDINATED BY THE CONTRACTOR WITH THE SOILS ENGINEER AND THE
RM 5' SIDEWALK 5' SIDEWALK�w ` � PROJECT INSPECTOR,
ALL GRADE INSPECTIONS WILL BE IN CONJUNCTION
e1 ` ` � WITH OR PRECEDED BY COMPACTION TESTING.
71
?'� 539' 391 51 � � UN DERGROUND STRUCTURES
9.x.1 CONC. CURB & GUTTER CONC. CURB &GUTTER I �
0/0
2% ' ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS
A/C PAVEMENT
AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE
� BASE COURSE ` LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH
1/4" PER FT. R VALUE T.i. s
COMPACTED SUBGRADE 1/4" PER FT ` /IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLO UNDER -
SLOPE 0.35'A.ai0.83'c.a,.13 SLOPE SIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND
&ESTIMATED QUANTITIES
CONSTRUCTION'NOTESUTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE
WESTERN BYPASS
TEMECULA ` `�-- --� PUBLIC RECORDS EXAMINED: LOCATED AT VARIANCE WITH THAT REPORTED 'OR SHOWN
o CORONA N0. DESCRIPTION STD. NO. QUAN. � ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES
RANCHO CALIFORNIA FORD .- TYPICAL SECTION (PER CITY STD. No. 101 MaD,) 1 CONST. 0.45' A.C. OVEN 1.00' C.A.B. 23,253 S.F. ` OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY
N.T.S. 2 CONST. 0.60' A.C. OVEN 0.65' C.A.B. 141 S.F. / TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING
WORK.
3 CONST. 0.35' A.C. OVER 0.83' C.A.B. 13,025 S.F. /
('f1nITD A r'Tr1rlC
FRQNT SpNT1A
110
s.
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TEMECULA 9�F
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PROJECT
SITE
VICINITY MAP
_ . NOT TO - SCALE,..,.__,..
TEMECULA
CREEK
SANTA
MARQARITA
RIVER
TO ESCONOIDO
Underground Service Alert
-� . Call: TOLL FREE
lilt 1-800
422TP2600
TWO WORKING DAYS BEFORE YOU DIG
CONSTRUCTION RECORD
Contractor
Inspector
Date Caroeted
6 CONST. CURB &GUTTER 6" C.F. 200 654 L.F.
7 CONST. COMMERCIAL DRIVEWAY APPROACH 2O7A I 2,329 S.F. N,,00/
MINI Loh + Associates Inc
Land Planntnp 43613 Ridge Park Dive
Civil Engineering Temecula, CA 92590
Surveying Ph. 909 676-9726 Fax 909 699-0896
DATE BY REVISIDNS DATE ACC'D BENCH MARK SCALE SEA QPQFESSIION
��
USG � & GS BRASS CAP J-639 �vQ�P ���2
Horizontal
1927 LOCATED ON THE N.E. N0. 2078 n H
SIDE OF OLD BANK AS SHOWNW EXP. s-30-OiZm
BUILDING AT N.W. CORNER d
MAIN STREET AND FRONT verttcat q�, �I�YL
STREET ELEV. 1005.808.
AS SHOWN OF CA F�
Designed 'ffy
Drawn By
STREET TREE NOTES
1. EACH LOT SHALL HAVE A MINIMUM OF ONE STREET TREE PLANTED ALONG ITS
FRONTAGE.
2. ALL STREET TREES SHALL BE LOCATED WITHIN THE STREET RIGHT OF WAY, A
MINIMUM OF 1' FROM THE PROPERTY LINE AND A MINIMUM OF 4' FROM THE
BACK OF SIDEWALK.
3. NO TREE SHALL BE PLANTED WITHIN 10OF ANY DRIVEWAY APPROACH OR CORNER
CUT BACK.
4. ALL TREES SHALL BE MINIMUM DOUBLE STAKED. WEAKER AND / OR SLOW GROWING
TREES SHALL BE STEEL STAKED.
5. TYPE OF TREE SPECIMEN PER APPROVED LANDSCAPE / IRRIGATION PLAN.
Checked By
Plans Prepared Under Supervision Of
0
Date
jell?
HERMAN S. HOVAGIMYAN
R.C.E. No, 2028 Expires 9-30--01
RECOMMENDED BYEDATE+ � /D OL.
00 @P- ACCEPTED BYE � DATEi
RONALD J•PAR/f8
OgAUrr DiRBCrOR (W PUBLIC WORKS
R.C,E, No. _0744 ._. _. Expires--9-��~� .,._ _.._...._
- - ,9 _
AC OR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
FOR JOB SITE CONDITIONS DURING THE OF THE CONSTRUCTION OF THE PROJECT,
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: AND THAT
THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER
HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH
THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING
FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER,
NOTIFICATIONS
NOTE: THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES
2 WORKING DAYS PRIOR TO STARTING CONSTRUCTION OR EXCAVATION:
CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS 1-(909)--694--6411
UNDERGROUND SERVICE ALERT: 1-- (800) _?.27-- 2600
EASTERN MUNICIPAL WATER DISTRICT 1-(909)-766-1830
RANCHO CALIFORNIA WATER DISTRICT 1- (909) -676--4101
CITY DF TEMECULA
MARGARITA CANYON LLC
27440 JEFFERSON AVENUE, SUITE 100
TEMECULA, CA 92590 (909) 676-8418
LDOO - /22C0
Drawing No,
DEPARTMENT OF PUBLIC,WORKS
PARCEL MAP No. 28627-1
STREET IMPROVEMENT PLAN
TITLE SHEET
AND
TYPICAL SECTIONS
Sheet of 3
JK 260b3
LEGEND OF ABBREVIATIONS
(L
CENTERLINE
G.B.
GRADE BREAK
T . C .
TOP OF CURB ELEVATION
L.F.
LINEAL FEET
F.L.
FLOWLINE ELEVATION
EA .
EACH
F.S.
FINISH SURFACE ELEVATION
S.F.
SQUARE FEET
F. G.
FINISH GRADE ELEVATION
C - Y -
CUBIC YARDS
B.C.
BEGINNING OF CURVE
A/w
RIGHT OF WAY
E. C.
END OF CURVE
P/L
PROPERTY LINE
P. R. C.
POINT OF REVERSING CURVE
R.P.
RADIUS POINT
P.C.C.
POINT OF COMPOUND CURVE
(A)
RADIAL
V.C.
VERTICAL CURVE
ESM' T .
EASEMENT
B.V.C.
BEGINNING OF VERTICAL CURVE
MIN .
MINIMUM
E. V. C.
END OF VERTICAL CURVE
MAX.
MAXIMUM
P. I.
POINT OF INTERSECTION
A.C.
ASPHALTIC CONCRETE
B. C. R.
BEGIN CURB RETURNcRvsHED
C.A.B.
AGGREGATE BASE
E. C. A.
END CURB RETURN
R. C. P.
REINFORCED CONCRETE PIPE
0. C.
ON CURB
TYP.
TYPICAL (OCCUR REPEATEDLY)
H. P.
HIGH POINT
E. P.
EDGE OF PAVEMENT
L. P.
LOW POINT
N, 6.
NATURAL GROUND
T . G .
TOP OF GRATE ELEVATION
C.F.
CURB FACE
A,S .
AGAR'E(;A►TE. SuB r3A5E
6 CONST. CURB &GUTTER 6" C.F. 200 654 L.F.
7 CONST. COMMERCIAL DRIVEWAY APPROACH 2O7A I 2,329 S.F. N,,00/
MINI Loh + Associates Inc
Land Planntnp 43613 Ridge Park Dive
Civil Engineering Temecula, CA 92590
Surveying Ph. 909 676-9726 Fax 909 699-0896
DATE BY REVISIDNS DATE ACC'D BENCH MARK SCALE SEA QPQFESSIION
��
USG � & GS BRASS CAP J-639 �vQ�P ���2
Horizontal
1927 LOCATED ON THE N.E. N0. 2078 n H
SIDE OF OLD BANK AS SHOWNW EXP. s-30-OiZm
BUILDING AT N.W. CORNER d
MAIN STREET AND FRONT verttcat q�, �I�YL
STREET ELEV. 1005.808.
AS SHOWN OF CA F�
Designed 'ffy
Drawn By
STREET TREE NOTES
1. EACH LOT SHALL HAVE A MINIMUM OF ONE STREET TREE PLANTED ALONG ITS
FRONTAGE.
2. ALL STREET TREES SHALL BE LOCATED WITHIN THE STREET RIGHT OF WAY, A
MINIMUM OF 1' FROM THE PROPERTY LINE AND A MINIMUM OF 4' FROM THE
BACK OF SIDEWALK.
3. NO TREE SHALL BE PLANTED WITHIN 10OF ANY DRIVEWAY APPROACH OR CORNER
CUT BACK.
4. ALL TREES SHALL BE MINIMUM DOUBLE STAKED. WEAKER AND / OR SLOW GROWING
TREES SHALL BE STEEL STAKED.
5. TYPE OF TREE SPECIMEN PER APPROVED LANDSCAPE / IRRIGATION PLAN.
Checked By
Plans Prepared Under Supervision Of
0
Date
jell?
HERMAN S. HOVAGIMYAN
R.C.E. No, 2028 Expires 9-30--01
RECOMMENDED BYEDATE+ � /D OL.
00 @P- ACCEPTED BYE � DATEi
RONALD J•PAR/f8
OgAUrr DiRBCrOR (W PUBLIC WORKS
R.C,E, No. _0744 ._. _. Expires--9-��~� .,._ _.._...._
- - ,9 _
AC OR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
FOR JOB SITE CONDITIONS DURING THE OF THE CONSTRUCTION OF THE PROJECT,
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: AND THAT
THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER
HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH
THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING
FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER,
NOTIFICATIONS
NOTE: THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES
2 WORKING DAYS PRIOR TO STARTING CONSTRUCTION OR EXCAVATION:
CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS 1-(909)--694--6411
UNDERGROUND SERVICE ALERT: 1-- (800) _?.27-- 2600
EASTERN MUNICIPAL WATER DISTRICT 1-(909)-766-1830
RANCHO CALIFORNIA WATER DISTRICT 1- (909) -676--4101
CITY DF TEMECULA
MARGARITA CANYON LLC
27440 JEFFERSON AVENUE, SUITE 100
TEMECULA, CA 92590 (909) 676-8418
LDOO - /22C0
Drawing No,
DEPARTMENT OF PUBLIC,WORKS
PARCEL MAP No. 28627-1
STREET IMPROVEMENT PLAN
TITLE SHEET
AND
TYPICAL SECTIONS
Sheet of 3
JK 260b3
�,��;,'
J • N • 200 3 ��;�
Ll