913ll_sppS1"
VICINITY
MAP
(NTS)
SECTIONS 35 AND 36. T7S. R5W
AND SECTIONS i AND 2. TBS. R5W
ENGINEER'S ESTIMATE OF
QUANTITIES:
ITEM.
UNIT-
QUANTITY
ROADWAY EI cjftThON
CY
750
ROADWAY DILL
CY
3500
OWWE-'-B0RR0W
CY
3000
CLA9'!3 ' �` -A ArTL BASE
CY
260
SLOB•. 69=*01t CONTROL (NATIVE GRASSES)
SF
10000
UTILITY TRENCH
LF
2200
WLCC,*-, E POWER _POLE
EA
i
STRliET BANE SIGNS
EA
2
MISC. STREIEET SIDS
EA
6
_PCC SLAB ON GRADE (0.33')
SF
200
TYPE D CURB
LF
120
BARRICADE
LF
CO
ENGINEER'S NOTICE:
TME PRIVATE AND PUBLIC UTILITIES SHOWN REFLECT AVAILABLE
RECORD INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
LOCATING ALL EXISTING ABOVE GROUND AND BELOW GROUND
FACILITIES AFFECTING THIS WORK AND FOR PROTECTION OF OR
DAMAGE TO SUCH FACILITIES. PRIOR TO START OF CONSTRUCTION OF
THIS PROJEST. THE CONTRACTOR SHALL VERIFY THE EXISTING
HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING FACILITIES
WHICH MAY AFFECT THIS WORK. IF A CONFLICT BETWEEN THE
LOCATIONS OF ANY EXISTING FACILITIES AND ANY ELEMENT OF THIS
WORK SHOULD OCCUR. THE ENGINEER MUST BE NOTIFIED BEFORE
PROCEEDING.
THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
FOR JOB SITE CONDITIONS DURING CONSTRUCTION OF THIS PROJECT.
INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. AND THIS
RESPONSIBILITY SHSLL APPLY CONTINUOUSLY AND NOT BE LIMITED
TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND.
INDEMNIFY. ANC HOLD HARMLESS THE OWNER. CONSULTING ENGINEER
AND ALL PUBLIC AGENCIES FROM ANY AND ALL LIABILITY. REAL OR
ALLEGED. IN CONNECTION WITH WITH THE PERFORMANCE OF THE
WORK, ARISING FROM THE SOLE NRGLIGENCE OF THE OWNER. THE
CONSULTING ENGINEER. OR ANY PUBLIC AGENCY.
THE ENGINEER WHO PREPARED THESE PLANS WILL NOT BE
RESPONSIBLE FOR. OR LIABLE FOR. CHANGES TO OR USES OF THESE
PLANS NOT AUTHORIZED BY SAID ENGINEER. ANY AND ALL CHANGES
TO THE PLANS MUST BE APPROVED IN WRITING BY THE
ENGINEER/PREPARER OF THESE PLANS.
BENCHMARK:
TBM: 1 1/4' I.P. AT THE CENTERLINE OF CALLE BANOIDO AND THE
NORTHERLY LINE OF THE 250 FOOT RIGHT-OF-WAY OF TENAJA ROAD.
ELEV.-2115.89. 1981
THE PRIVATE ENGINEER SIGNING THESE
KAM IS RESPONSIBLE FOR ASSURING THE
ACCURACY OF DESIGN AND ACCEPTABILITY
OF 'TAE WORK HEREON. IN THE EVENT OF
DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR DURING CONSTRUCTION. THE
PRIVATE ENGINEER SHALL BE RESPONSIBLE
FOR DETER14INININS AN ACCEPTABLE
SOLUTION AND REVISING THE PLANS FOR
ENG
RW
IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
TRACT N0. 262.54-1
STREET IMPROVEMENT PLANS
/Vof'e
R esu: rt it e.vf s ,dor A��• rNate
4'Ce rt rs js /plc t �o er AZi v+ra i cj!
�rJvn Firms 'oepg&e tent' /efterdaftai
I�cbrva�y �� �g�8
, = S�•f c
9/0 c. -,t
TRACT BOUNDARY
60'
30'
3
PROP. 6' WL
RW
4MAX.
5' MAX.
0.3d CLM6 II AN. ON
COMPACTED SU NGRADE
TYPICAL SECTION
SCALE: i INCH - 10 FEET HORIZ .. 2(Y FEET VERT.
INDIAN MEAMWS DRIVE AND CSIDE DRIVE
TEM►JA COMU"ITY SERVIC DISTRICT
ORDINANCE NIC. 7
REVISIONS'. COU RECOMMENDED FOR APPROVAL
r tdaJ40'
Oa le_ &_A/ i k ee/•mac
DATE: ��•�,%
CHECKED BY: AW
DATE:
p -
C4
CD
SID
i'o
N PROP. 6' W
Q
INDIAN
F-
--"WAN=�
IS
.21
Ix
1-
r�y
'zi �S�REET 2
wll
8
MEADOWS
4
CREEKSIOE DRIVE
Er r
SHE
INDEX MAP
REVIE
Ao cr
TENAJA C.S.D.
CC
3
EX. 16'
z �
EX. 36 "GM P
1
♦ f`F n Ls 506A `
GENERAL NOTES:
THE CONTRACTOR SHALL SE RESPONSIBLE FOR THE CLEARING OF THE PR01'OiSD WORK AREA. AND
RELOCATION COSTS OF ALL EXISTING UTILITIES. PBMITEE MIST INFORM THE TER" COMMUNITY
SERVICES DISTRICT: PHONE: (909) 670-9"8 AND THE COUNTY OF IIIYERGIOE: PHONE: OW 275-60105
OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING COISNUJCTION.
THE DEVELOPER WILL INSTALL STREET MAZE SING CONFOIMIIN TO TO" COMMUNITY SERVICES
DISTRICT STANDARDS.
ALL WORK :HALL CONFORM TO THE REMJIREIOWTS OF THE RIVERSIDE COUNTY TRHAMOMWATION
DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATION& LATEST EDITION COUNTY OIDIMANCE M0.
461 AND SUSSEGUENT AMENDMENTS OR AS APPROVED BY THE TO" COMMUNITY 90MCES DISTRICT.
IT SHALL BE THE RESPONSIBILITY OF- TfE DEV&OPER TO APPLY TO THE COtWY OF RIVOWDE
TRAIUSOR TATION DEPARTMENT. PERMIT SECTION, FOR AN ENCMIOiArQMENT PBMIT FOR ALL VM
PERFORMED WITHIN PUBLIC RIGHT -WF NAY. DEDICATED AND ACCE''TED FOR PMC USE: AND TO BE
RESPONSIBLE FOR SATISFACTORY COMPLIANCE WITH ALL CURRENT ENVIMOWNTAL NUEGURLATIOMG DINING
THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. AWITI014AL STUDIES AMO,/OR PERMITS MAY
BE REQUIRED.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL AMD MAINTAIN ALL COMBTRUICTIOM.
REGULATORY. GUIDE AND WARNING SIRS WITHIN THE PROJEI.'T LIMITS AND ITS SURMHOUNDINBG AMD TO
PROVIDE SAFE PASSAGE FOR THE TRAVELLING PURILIC AND MIOMIIBS UNTIL THE FINAL COMPLETION AND
ACCEPTANCE OF THE PROJECT BY THE COUNTY.
AMY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFOINAT'ION ONLY. BY 3I8MIMG
THESE PLANS. NO REVIEW OR APPROVAL OF THOSE PRIVATE FACILITINS IS IMPLIED OR INTENDED BY
THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT AND THE TBMJA COMMUNITY SERVICES DISTRICT.
ALL IMOEAGROUNO FACILITIES. WITH LATERALS. SHALL SE IM PLACE PRIM TO PAVING THE STREET.
INCLUDING. BUT MOT LIMITED TO. THE FOLLONIMG: SF WATER a"MM EAG. STl M DRAINS.
AFTER OCTOBER 1. ISM CONSTRUJCTIp1 PROJECTS THAT OISTIM MUNE THIN FIVE ACRES MUJGT OBTAIN
A NATIONAL POLLUTANT DISCHARGE RILIMIMATION (APSES) POWT . DEVELOPM ARE REJHUIRMID TO FILE
A NOTICE OF INTENT $Wj) WITH THE STATE NATO MOM= COfTN L MOM (MAKS) AND PREPARE A
STORM WATER POLLUTION PREVENITIOM PLAN ORM" AND MONITORING PLAN FOR THE SITE.
IT SWILL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL STREET
CENTERLINE MUNIMENTS AS REOUIRED BY RIVERSIDE COUNTY OHOIMA ICE 461.
SLY LANDSCAPING CONSISTING OF GRASS AID PAMMY TREED MAY K DGTALLED W17M PARMOMYS ON LOCAL
RESIDENTIAL STREETS VITHOUT SEPARATE LANDSCAPE PLANS. ALL 0THM31 TYPEM OF LAIDGCIPINM IN THESE AREA&
AND ALL LANDSCAPING ON ALL OTHER SIH<REI SWILL FESUIN SEPARATE LANDSCAPE PLANS. ALL LIYDGCAPIMG
BFALL COFOR N TO RIVRSSRIOE COUNTY 'STANOA= RATING TO THE AONDaX MMTIIM OF
LANDSCAPE ENCROAOMU?RTS' DATER JIVE. ISMO.
kllc�
•
TR
EX.2 - 27 -CMP °° DO caMSrRucTla+ STA
" -113B.M GRADING NOTES:
ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING COOS. CHAPTER
d• ¢ F.� 33 (APPENDIX) AS AMENDED BY ORDINANCE 457.
'l• D cR
MAXIMUM CUT SLOPES ARE AT A 2 Z1 RATIO. MAXIMUM FILL SLOPES ARE AT A
2'. 1 RATIO.
IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED. IT
PROP. 120 WL MUST BE CLEARED. KEYED. AND BENCHED INTO FIRM NATURAL SOIL FOR FULL
2 SUPPORT. PREPARATION SHALL BE APPROVED BY THE SOILS ENGINEER PRIOR TO
PLACEMENT OF FILL MATERIAL.
0
NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN
a CLEARED OF WEEDS. DEBRIS. TOPSOIL. AND OTHER DELETERIOUS MATERIAL.
A ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO
5 EX.42"GMP =diP,YCFr FUNCTION. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST
i
55' —
EX•3G"CMP
Q:1
9ei_�v 9 cF,t BE USED TO PROTECT ADJOINING PROPERTIES FROM FLOOD DAMAGE OR PONDING
SCALE: i INCH - 200 FEET WATER DURING GRADING OPERATIONS AND PRIOR TO THE CONSTRUCTION OF
PERMANENT DRAINAGE STRUCTURES.
0 50'100' 200' 400' 600' 800' PROVIDE A BROW DITCH A MINIMUM OF 0.5 FEET DEEP. TO HANDLE 100 YEAR
CONSTRUCTION UCTION STA. 35+39
30'
i5'
No to
15'
STORM FLOWS ALONG THE TOP OF ALL CUT SLOPES.
ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF THE SOILS ENGINEER
WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL
SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER i FOOT DEEP.
DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
Wo r /< C'o n�"a n ec� GV i t�M i h 7�'/i ,se NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATERCOURSES BY LANDFILLS OR
to/a AIX Si) a!1 Ivo t Co nm m e A e e, BUILDINGS SHALL BE PERMITTED.
U/! t%l Q A EotC roa r� k M e N t Pe rrM &_ ALL GRADING SHALL BE DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF
AIv cil o r Gr adm y► t0erm o* - A a s THE PRELIMINARY SOILS REPORT . TWO SETS OF THE FINAL COMPACTION REPORT
SHALL BE SUBMITTED TO THE TRANSPORTATION DEPARTMENT AND SHALL INCLUDE
eco tij v e 4' FOUNDATION DESIGN RECOMMEPDATIONS AND CERTIFICATIONS THAT GRADING HAS
BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY
SOILS REPORT.
RW ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO
30COMMENCEMENT OF ANY CONSTRUCTION OR GRADING.
TOPOGRAPHY SOURCE: CALIFORNIA CONTRACT' SURVEY COMPANY.
NOTE WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN
ENCROACHMENTPERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED.
NOTIFICATIONS:
I S' CF
t. 7%
THE CONTRACTOR SHALL NOTIFY THE UTILITIES LISTED BELOW 48 HOURS PRIOR
0.33 CLASS II ASG. RASE
a' x 26' PCC MEDIAN TO EXCAVATION.
,
THERN CAFORNA EDISON CO. 657-
TYPICAL SECTION AT GATES GENERAL TELLIRPHONEICOMPANY. 925-2248
5151.
N TS RANCHO CALIFORNIA WATER DISTRICT. 676-4101
NOTE: ENTRY DETAILS PER GATE CONTRACTOR
SEAL: COUNTY S , -. �3PREPARED BY: /
& CIVIL ENG NO.CE 12614
DATE: REGISTRATION EXPIRES 3/31/01
lk i +� APPROVED BY: 33950
RI DE COUNTY
DATE: 4511-1/ 4 �± D ARTMENT OF TRANSPORTATION
UNDERGROUND SERVICE ALERT. 1-800-422-4133.
NOT COUNTY MAINTAINED ROADS
MCGOLDRICK ENGINEERS COUNTY OF RIVMSIDE
P.O. BOX 390906
ANZA CALIFORNIA 92539 TRACT MAP 26254-1 I
1909) 763-0278 STREET IMPROVEMENT PLANS
SCALE: AS SHOWN BENCHMARK: TITLE SHET OF 5 SHEETS
SEE LOWER LEFT JOB NUMBER
SCHEDULE D
DATE: i0/23/ss 413 - 001
3-
31+00
41983.36
CONSTRUCTION NOTES
CONSTRUCT TYPE II AW FATE BASE.
CONSTRUCT COMPAGTED SUNSRADE.
I INSTALL NATIVE PLANT 92ECIES FOR SLOPE SIMON
�NTAOL.
i1) INSTALL 'NOT A TFf1MW STREET' SION PER
:ALTRANS M53.
INSTALL BARRICADE PER RIVCO STD. 810.
SCALE i INCH - 40 FEET
020 40 80 120 160
NOT COUNTY MAINTAINED ROADS
ENGINEER
REVISIONS:
COUNTY
RECpWOENM �/FpR PPROVAL
"
SEAL: COUNTY
�.aM�
SEALABED BY:
: - . _ � _ MCGOLDR I CK ENGINEERS
1 s� P.O. BOX 390906
CIVIL ER NO. CE 12614 ANZA CALIFORNIA 92539
: �p�r�rc REGISTRATION EXPIRES J/-ei/iooi t909) 763-0278alcSTREET
- OVED BY: ' SCALE: ;= 40 FOR. BENCHMARK:
-�'3.3950 = 4� VERT.
V IDE COUNTY SEESHEETI
fOE: diel ARTMENT OF TRANSPORTATION ATE
COUNTY OF RIVERSIDE
TRACT MAP 26254-1
IMPROVEMENT PLANS
4.
INDIAN MEADOWS DRIVE
STA.26}88.27 TOSTA.30+87 -
SHEET
OF SHEETS
QATE `tr•Z/ 8
.
CHECKED $Y- ;moi
B NUMBER
1413-001
DATE
Z ♦ .r `► r-
Aq
913-4L
913 -LI