HomeMy WebLinkAboutBook 15 Page 726 Lot 12 -14 Precise Grading wffi� i
CITY OF TEMECULA
PA14--0188 - CHAPARRAL SOUTH
MB15 PAGE 726 u- LOTS 12, 13 & PORTION LOT 14
PRECISE GRADING PLAN
G&�RING NOTES .......... .......... VICINITY MAP
77-tE PROPERTY OMERAWGINEERICONTRACTOR SHALL ADHERE ro THE ci7y oF
01D TONN FRONT STREET NTS
TE&fECULA'S STANDARD NOTES AS SPECIFIED IN APPENDICES 0. E, F. ANL; G CF- THE
"ENGINEERING & CONSTRUC77ON MANUAL" (I.E. -SECTiCN 6-2) IN ACCORCANCE 70
/A;l
..........
CHAP7FR 15.05 OF Ti-fE OcONSTRUC770N, GRADING AND ENCRCACHMENr ORDINANCE --------------------------------------
o
NO. 13-01. COPIES OF THE N07ES SHALL aE AVAILASLE ONSfTE AT ALL 77MES Al
..........
DURING THE CONSTRUCT70N OF, THE PRajEcT
SHEET INDEX SPECIAL NOTE.
",7--4
1. ARCHAEOLOGICAL/rULTURAL RESOURCES: IF AT ANY TiME DURING EXCAVATION/CONSTRUCTION
-TT ULE S H E�F-T FG-1 I I
PRECISE GRADING LL : I I TIFAC OR 0 R OBJECTS
PG-2 Ts THE
L
OF 7HE SiTE, ARCHAEOLOGICAL/CULTURAL RESOURCES, OR ANY AR
EROSION SEDIMENT CONTROL PG-3
WHiCH REASONABLY APPEARS TO BE EVIDENCE OF CULTURAL OR ARCHAEOLOGICAL RESOURCE
TH
E CITY OF SUCH AND
ARE DiSCOVERED, THE PROPERTY OWNER SHALL iMMEDIATELY ADViSE
rn THE CITY SHALL CAUSE ALL FURTHER EXCAVATION OR 07HER DISTURBANCE OF THE AFFECTED
EMSIING
BUMIN
LEGAL DESCRIPTION
AREA TO IMMEDIATELY CEASE. THE DIRECTOR OF COMMUNITY DEVELOPMENT AT HiS/HER SOLE
DISCRF71ON MAY REQUIRE 7HE PROPERTY OWNER TO DEPOSIT A SUM OF MONEY IT DEEMS
PARCEL 4:
UIDING
PROPOSED B REASONABLY NECESSARY TO ALLOW THE CITY TO CONSULT AND/OR AUTHORIZE AN
E C N
ORDER TO ASSESS 7�-fZ SIGNIFICANCE OF THE FIND. UPON DETERMINING THAT THE DISCOVERY
SHEET 2
INDEPENDENT, FULLY QUALIFIED SPECIALIST TO INSPECT THE SITE AT NO COST TO TH ITY9 I
p 0 IN
IS NOT AN ARCH AEOLOGI CAL/ CULTURAL RESOLRCE, THE DIRECTOR OF COMMUNITY
Tl
L OF SIXTH STREET VACATED BY RESOLUTION RECORDED MAY 22, 1984, AS INSTRUMENT NO. 84-108764, CI I
OTS 14 THROUGH 18, INCLUSIVE, IN BLOCK 25 OF THE TCM OF TEMECULA, AS SHOWN Y MA N FL
BOOK 15, PAGE 728 OF MAPS, RECORDS OF SAN DIEGO COUNTY, CAUFORNIA, TOGETHER W7H THAT PORMON
DEVELOPMENT SHALL NO"MFY THE PROPERTY OWNER OF SUCH DETERMINA ON AND SHALL
OFFICIAL RECORDS, AND THE ALLEY VACATED EY RESOLUTION RECORDED APRIL 23, 1979, AS INSTRUMENT
AUTHORIZE 7HE RESUMPTION OF WORK. UPON DETERMINING THAT THE DISCOVERY IS AN
ARCHAEOLOGICAL/CULTURAL RESOURCE, THE DIRECTOR OF COMMUNITY DEVELOPMENT SHALL
-80353, OFFiCIAL RECORDS. WHICH WOULD PASS WITH A CONVEYANCE OF SAID LCTS.EXC;-PT R
NO. 79 EXISTING BUIZING
SAID LOT 14 THAT POR'110N DESCRIBED AS FOLLOWS:
NOTIFY THE PROPERTY OWNER THAT NO FURT14ER EXCAVATION OR DEVELOPMENT MAY TAKE
SEEN APF:fROVED BY
BEGINNING AT THE MOST NORTHERLY CORNER OF SAID LOT 14, ALSO BEING THE MOST WESTERLY CORNER PLACE UNTIL A MITIGATION PLAN OR OTHER CCRRECTiVE MEASURES HAVE
THE DIR70TOR OF COMMUNITY DEVELOPMENT.
OF LOT 13 OF BLOCK 25, SAID CORNER ALSO BEING ON THE SOUTHEASTERLY RIGHT OF WAY LINE OF SIXTH
STREET;
2. DISCOVERY OF CULTURAL RESOURCES. IF CULTURAL RESOURCES ARE DISCOVERED URING THE
ND
PROJECT CONSTRUOMON (IN ADVERTENT DISCOVERIES), ALL WORK IN THE AREA OF THE F
THENCE ALONG THE COMMON LOT LINE OF LOT 13 AND LOT 14 SOUTH 45* 305 03" EAST 78.00 FEET;
EHALL CEASE, AND A QUALIFIED ARCHAEOLOGIST ANDREPRESaNTATIVES OF THE PECHANGA
TRIBE SHALL BE RETAINED BY THE PROJECT SPONSOR TO INVESTIGATETHE FIND, AND MAKE
THENCE SOUTH 44' 22' 57" WEST 2.63 FEET;
RECOMMENDA70NS AS TO TREATMENT AND MITIGA
THENCE NORTH 44' 33' 38' WEST 78.01 FEET TO A POINT ON TI-IE SOUTHEASTERLY RIGHT OF WAY UNE OF ...........................i 3. ARCHAEOLOGICAL MON70RING OF CULTURAL RESOURCES: A CUALIFIED ARCHAEOLOGICAL
SIXTH STREET,
MONITOR MLL BE PRESENT AND WLL HAVE THE AUTHORITY TO STOP AND REDIRECT GRADING
AC71MTIES, IN CONSULTA70N WTH THE PECHANGA TRIBE AND THEIR DESIGNATED MONITORS,
THENCE ALONG SAID RIGHT OF WAY LINE NORTH SOUTHEASTERLY 440 30' 59"' EAST 1.35 FEET To THE TO EVALUATE THE SIGNiFICANCE OF ANY ARCHAEOLOGICAL RESCURCES DISCOVERED CN THE
POINT OF BEGINNING.
PROPERTY.
ALSO EXCEPT THEREFROM ANY PORT[ON LYING SOUTHWESTERLY OF THE NORTHEASTERLY LINE OF DISTRICT 4. TRIBAL MONITORING OF CULTURAL RESOURCES: TRIBAL MONITORS FROM THE PECHANGA TRIBE
PARCEL NO. 7021-31, AS SHOWN EY RECORD OF SURVEY, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, EY
SHALL BE ALLOWED TO MONiTOR ALL GRADING, EXCAVATION AND GROUNDEREAKING ACTIVITIES.
FINAL ORDER OF CONDEMNATION', RECORDED JANUARY 13, 2010, AS INSTRUMENT NO. 10-14057, OF OFFICIAL INCLUDING kLL ARCHAEOLOGICAL SURVEYS, TESnNG, AND STUDIES, To BE COMPENSATED BY
RECORDS, AS AMENDED BY AMENDED FINAL ORDER OF CCNDZMNA-nCN, RECORDED JULY 8, Z010, AS 7HE DEVELOPER."
INSTRUMENT NO. 10-321251 OF OFFICIAL RECORDS.
5. RELINGUISHMENT OF CULTURAL RESOURCES: THE LANDOWNER AGREES TO RELINQUISH
AP- 922-026-037 OWNERSHIP OF ALL CULTURAL RESOURCES, INCLUDING ALL ARCHAEOLOGICAL ARTIFACTS THAT
PARCEL 5: ARE FOUND ON THE PROJECT AREA, TO THE PECHANGA TRIBE FOR PROPER TREATMENT AND
INDEX MAP DiSPOSIMON."
LOTS 12 AND 13, TOGETHER WITH THAT PCRT[0N OF THE SOUTHWESTERLY IC.CC FEET OF FRONT STREET 5. PRESERVATION OF SACRED SITES: ALL SACRED SITES ARE TO BE AVOIDED AND PRESERVED.
BETWEEN THE NORTHEASTERLY PROLONGATION OF THE NORTHWESTERLY OF SOUTHEASTERLY LINES OF SAID
LOT 12, ALL IN BLOCK 25 OF THE TOWN OF TEMECULA, IN THE CITY OF TEMECULA, COUNTY CF RIVERSIDE, 7. SURROWNG OWL GRADING NOTE. NO GRUBBING/CLEARING OF THE SITE SHALL OCCUR PRIOR
STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 15, PAGE 776 OF MAPS, IN THE OFFICE ()F THF-
TO SCHEDULING THE FIRE-GRAIDING MEETING IMTH PUBLIC WORKS. ALL PROJECT SITES
COUNTY RECORDER OF SAN DIEGO CCUNTY� CALIFORNIA, TOGETHER WITH THAT PORTION OF THE ALLEY CONTAININO SU17ABLE HABITAT FCR BURROWNG OWLS, WHETHER OWLS WERE FOUND OR NOT,
VACATED BY RESOLUT[ON RECORDED APRIL 23, 1979, AS INSTRUMENT NO. 72-80853, OFFICIAL RECORDS. BE CONDUCTED WITHIN 30 DAYS
WHICH WOUI D PASS NTH A CONVEYANCE OF SAID LOTS 12 AND 13. CONSTRUCTION NOTES: REQUIRE A 30-DAY FRECONSTRUCTION SURVEY THAT SHALL
CUNSTRUCT PRIVATE CUNCRETE HARDSCAPE/WALKS 4" THICK OVER COMPACED SUBG-� FIRIOR TO GROUND DISTURBANCE TO AVOID DIRECT TAKE OF BURROWING OWLS. IF THE
PARCEL 6: RADE 1520 SF RESULTS OF THE SURVEY INDICATE THAT NO BURROWING OWLS ARE PRESENT ON-SITE, THEN
CONSTRUCT 4- AC PAVEMENT OVER 13" CL 11 BASE PER SOILS REPORT RECUMMENDATION 85 SF THE PROJECT MAY MOVE FORWARD VWTH GRADING, UPON PLANNING DIVISION APPROVAL. IF
BURROWNG OWLS ARE FOUND TO BE PRESENT OR NESTING ON-SITE DURING THE
THAT PORTION OF LOT 14 IN BLOCK 25 IN THE TOWN SITE OF TEMECULA, RIVERSIDE COUNTY, CALIFORNIA, <�) CONNECT INTC EXISTING, CATCH BASIN WITH 13" RCP STURN BRAIN PIPE I EA PRECONSTRU07ION SURVEY, 7HEN THE FOLLOWING RECOMMENDATIONS MUST BE AnKERED TO:
AS SHOWN BY MAP ON Fil E IN BOOK 15 PAGE 72.5 OF MAPS. RECORDS OF SAN DIEGO CCUNTY� CAI IFORNA, EXCLUSION AND RELOCA71ON AC71MTES MAY NOT OCCUR DURING THE BREEDING SEASON,
DESCRIBED AS FOI I OWS: — INSTALL 18" RCP ST12RM DRAIN PIPE 22 LF WICH IS DEFINED AS MARCH 1 THROUGH AUGUST 31, WITH THE FOLLOWING EXCEPTION: FROM
(5:> INSTALL S' PVC SD PIPE 129 LF MARCH I 7-iROUGH MARCH 15 AND FROM AUGUST 1 THROUGH AUGUST 31 EXCLUSION AND
BEGINNING AT THE MOST NORTHERLY CORNER OF SAID LOT 14, ALSO EENG THE MOST WESTERLY CORNER RFLOCA71ON AC71147ES MAY TAKE PLACE IF IT IS PROVEN TO THE CITY AND APPROPRIATE
OF LOT 13 OF ELOCK 25, SkU CORNER ALSO BEiNG ON -Dilr SOUTHEASTERLY RIGHT OF WAY LINE OF SIXTH �D I INSTALL 12"XIE" BROCKS PRODUCT CATCH BASIN 4 EA REGULATORY AGENCIES (IF ANY) THAT EGG LAYING OR CHICK REARING IS N07 TAKING PLACE.
STREET; THENCE ALONG THE COMMON LOT LINE OF LOT 13 AND LOT 14 SOUTH 45* 30' 01" EAST 78.00 (7Y1,INSTALL 3G'X30- BRD:IKS PRODUCT CATCH BASIN WITH WATER DUALITY INLET FILTER I EA I-HIS DETERMINATICN MUST BE MADE BY A QUALIFIED BIOLOGIST.0
FEET, THENCE SOUTH 440 29- 57- WEST 2.63 FEET; THENCE NORTH 49 33" 35" WEST 75.01 FEET TO A NSTALL PERMEABLE PAVERS PER ARCHITECTURAL SPECIFICAT12NS 670 SF
,HT OF WAY LINE OF SIXTH STREET; THENCE ALONG SAID RIGHT OF WAY
POINT ON THE SOUTHEASTERLY RIC ��li
LINE NORTH 44* 30' 59" EAST 1.35 FEET TO THE POINT OF BEGINNING. INSTALL 575' TREE: WELLS PER 12LD TOWN SP 4 EA
PARCEL 5 AND 5 ARE APN: 922-025-015 <13 CONSTRUCT 6' TYPE D CURB 93 LF nTIP
CCNSTRUCT So CUNCRETE PAVEMENT PER SUILS RZFQRT RECIMMENDATION 113 SF Onzk
REMOVE EXIST. AC PAVEMENT 4521 SF CU T. 45 CY
FILL: 0 CY STATE WATER RESOURCES
EASEMENTS REMUVE AND REPLACE EXISTIN5 W12DEEN WALK WITH STAMPED CONCRETE PER OLD TOWN Sp 1255 SFF EXPORT- 45 CY GEOTECHNICAL ENGINEER CONTROL BOARD PERMIT NO.
REMDVE EXISTING CURB 329 LF QUANTITIES SHOWN ARE FOR PERMIT PURPOSES, BASED UPON DIFFERENCES IN EARTH-STRATA, INC. NOT REQUIRED JESS THAN I AC DISTLRBED
AN EASEMENT FOR EXISTING PUBLIC UTILJTIES OR PUBLIC. SERVICF _aRZMDVZ EXISTING STAIRS I EA EXISTING AND PROPOSED CONTOURS ONLY, AND DO NOT INCLUDE SUB-EXCAVATION, 26047 JEFFERSON AVE.
FACILITIES AS RESERVED BY RESOLUTION NO. 75-104 RECORDED SHRINKAGE, SUBSIDENCE OR OTHER ADJUSTMENTS. THE GRADiNG CONTRACTOR MURRIETA, CA 22552 DISTURBED AREA
4-23-1975 AS INST. NO. 46491 C.R. REMOVE EXISTING L15hT PULE 2 EA SHALL VERIFY QUANTiTIES FOR EiD PURPOSES. (951)451-4028 0.15 AC.
AN EASEMENT FOR PUBLIC UTILITIES, IN FAVOR OF SOUTHERN CALIFORNIA _aREMOVE EXISTING PLANTER 2 EA
EXISTING SCE TRANSFORMER TO BZ REMCVED & RELOCATED I EA SOURCE OF TOPOGRAPHY PROPERTY AREA
EDISON COMPANY, RECORDED 2-7-1979 AS INST. NO. 182873 O.R.
CONSTRUCT AZA RAMP PER ARCHITECT PLAN I EA 'EMA MAPPED FlOODP MARCH 2012 FIELD SURVEY BY- 13,493SF-0.31 AC. NET
AN EASEMENT FOR EXISTING PUBLIC UTILITIES AND PUBLIC SER'0CE SPECIAL FLOOD HAZARD AREA PANEL 3285 OF 3305 MAP EFFECTIVE DATE AUGUST UENNiS JANDA iNC
FACILITiES AS RESERVED BY RESOLUTION NO. 84-161 RECORDED INSTALL SILT FENCZ 270 LF 23, 2.003 FLOOD ELEVA-flON APPROXIMATELY 1007.80 EN-RRE SITE IS LOCATED MTHIN 42154 REMINGTON 'AVE. ASSESSOR'S PARCEL NUMBERS
5-22-1984 AS INST. NO. ICE764 O.R. —INSTALL DRAIN INLET PROTECTIEN 6 EA MAPPED 100 YEAR SPECIAL FLOOD HAZARD AREA TEMECULA, CA 92590 922-026-015 & 922-026-037
AN EASEMENT FOP, PUBLIC UTIL[TiES AND STORm DRAINS AS RESERVED EY INSTALL GRAVEL FILLED BAG(2 MiS HIGH) TYPICAL 24 LF (951) 529-EB75
RESOLUTION NO. 79-68 RECORDED 4-23-1979 AS INST. NO. 808E3 O.R. INSTALL TRUNCATED nOMES PER DETAIL ON SHEET 2 a LF N.QMj&K-- SITE ADDRESS
DATUM = NAVD83 VERI]CAL DATUM 3M # 600-7-53 NAVO ELEVA110N - 1007.545 28475 OLD TOWN FRONT STREET
DJUST EXISTING SCE MH T7j GRADE I EA (RIVERSIDE COUNTY PUBUSHED NGV029 ELEVATION - 1005.651) BRASS DISK IN AP-MCANJL-
ONST. TYPE 'C' C&G PER TEMECULA STID. NO. 2C2 -SAN INEGO BUFF" COLOR. 32 LF CONCRETE STAMPED "600-7-58" IN TEMECULA, ON MAIN STREET, 100' SOU-R-i OF
AND ACROSS THE STREET FROM THE POST OFFICE, AT A HOTEL BUILDING (FoRMER RCM CAPITAL PARTNERS, LLC
FIRST NATiONAL BANK BUILDING) SET IN A CONCRETE WALL, 1.5 FEET NORTHWEST C/O MICHAEL R. McMILLAN
OF THE EAST CORNER OF A DOOR COLUMN AT THE ZAST CORNER OF THE BUILDING, P.O. BOX 95
2.3 FEET ASOVE TlqE FIRST CONCRETE ENTRANCE STEP. TEMECULA, CA 92593
(951) 699-6695 LD18-0873
m Ir
HLOcivil Engince BUILDING AND SAFETY DEPARTMEN-1-
�nng REMEWED FORTOMMAMT MM TIE 77
$9261 VIA CADIZ DISAELED ACCESS AND ACCESSIBILITY ONLY
MURRIETA CA 92663
1961) 640-0967 APPROVED BY: - , -DATE
0 ON, 2015 NAME
CONSTRUCTiON RECORD DATE BY REVISIONS DATE AN"D BENCHMARK SEAL Designed By Drawn By Checked B DRAWING NO.
SCALE E-I Sz,S�z- y
Contractor HLC ZJ�Rvplaccd PG-2 with revised P(-.-ZA RECOMMENDED BY: CITY OF TEMECULA i)EPARTMENT OF PUBUC WORKS
HORIZONTAL AL" OATF:
LZ
-EEL-
PA14-0188 CHAPARRAL SOUTH
)PAt�9 PREPARED UNDER THE SUPERVISION OF
AS NOTED
Inspector Me. ACCEPTED 24- it
SEE ABOVE BY: DATE:
Ev. a/w/20 Date - Ll-lrlvq
t 6 p 7-:""�' LOTS 129 13 & PORTION LOT 14� BLK 25, M8 15 PAGE 726
HECTOR L CORREA P.
KS/CITY ENG
Octe Completed DIRECTOR OF PUBLIC WOF INEZR
fv R.C.E. NO. 35305 Expires 6/30/20 PRECISE GRADING PLAN
N A R.C.E. NO. 44223 TITLE SHEET SHEET F 4
SPECAIL NOTE TO CONMCTOR ExiS77NG
10 ---------- PL
I PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL POT HOLE
EXISTING SEWER AND WATER CONNFCTIONS AND VE RIFY EXIS'nNG Rw
JOLD TCMq FRONT STREET
EASEMENTS LOCATION, SIZE & INVERT ELEVATION MATCH AS SHOWN ON -HiESE PLAN.
SEE SHEET I FOR EASEMENT NOTES iF EXiSTING ELEVATION AND SIZE 00 NOT MATCH A3 INDICATED iN THIS
LK EX. SW 70 EX. ST IMPROV
PLAN 00 NGT BEGIN ANY CONSTRUCTION PRIOR OBTAIN REVISE SET OF FLccD ELEV 100 0 Ems7lmc CURB
PLANS FROM PROJECT ENGINEER. FLOOD FLEV 100780 SIDE REMOVED FLQCD FROO CO WALK AC FkRKING LOT
FLOOD PROOF' REPLACE To 108.80 TO REMAN
2. PRIOR TO CONSTRUCTION FIBER OP71CAL CABLE LOCATED WITHIN OLD
TOWN FRONT STREET PARKWAY SHALL BE LOCATED AND PROTECTED. Ex. I COB.73 CUR3
F7NISH FLOCR
FLOOR L CUR3
FINI 273
273
EX, AC
-----------
-----------------------
OLD To"WIN FRONT STREET L_j
sl:� V".. LANDSCAPE
A
SECTION A
7 X s' ' s;- 7;�
SECTION B
N TS
EXIS77N N TS
2-i-21.3/ PL
0.2 VARIES
......... 57'-1.7
�------ VARIES 5-l'-5.5
CCVERED
FRGROSED N5W LOCA110N ADJUSM
ECE 0 0 TOM-M AF—ES1 G BREEZEWA Y
SEPARATED PLANNING DEPT PER LOT LINE
FILOOD ELEV 10OZED
& PUBLIC WORKS ENORCACHMENT F100D ELEV 1007.50 FLQ00 PROO
ERMITS 0-Ex, WOODEN BOARO WALK TO BE FLOOD R OF Co TO 7008.8
'TH
REMOVED AND REPLACED N "FAUX 0 PROP. 4" FIRE Tc 1 0.a
WOOD" STAMPED CONCRETE SIDEWALK
fSERMCE LATERAL
R I EX. FINISH FLCOR
EX,
7 N /-c L, FfNiSH FL
OLD TOW OCR
N SPECIFIC PLAN 3 SIDEWALK -------
3 [SH FLOOR
PLACE CURB
m tr s6w EX 15" SEW SUPER
HN UA G;
---------- SECTION D
��N Z6' CASING
SECTION C N TS
ADA:PA 47
__i_AWCU7 F .
L
ENIS
WIN AND @ SD L
T
_2
%�SAWCUT fX1.4-
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IRRG. SERVIOE ; 7�XF 15 17;:R N TS
MA7
-7
EX.
j!
x cl MATCH
0
_T_
PL E
Ll F
LEDGEND (5.87TC)
TABANDON 20
op WAT. SERMCE 5.a0TG 2A
too"
INaICATES NEW AC PAVEMENT
z,
(5.2BTG)
WATER POE 7 INDICATES REMOVE EXIS
AC PAVEMENT
z:F
A
CABLE
e7
nICATES CONCREM 14ARDSCARE
IN
PLACE
CUT INTO EX, R
WITH 19' RCP EAL'
t
INDICATES PERMEABLE PAVERS
ST ca '7NCRE
.... .. 'p f EXI WITH CL
A PATFf RU7
IF'-
E-4 �77_
77
5 CONNEtT �_o�S-0-0200 SEE PC-2A F0R
11�1 lf�, "r-'A
5 SAWCUT & REMOVE
�,�Q tr SL INDICATE
REVISONS T0
t <
AC PAVEMENT
T
k
I I //` TO 8"
;"'7
77
50TC
<
< 'TI-ITS-A RE A
INDICA7ES PUBLIC "FLUX WOOD"
LBING 3
pw
,EXISTING 3LJ,1
STAMPED CONCRETE SIDEWALK
INDICATES PRIVATE OFLU
IS7,/F
9
=10 5�,49
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MA4 11
x wwom
STAMPED CONCRETE SIDEWALK Igo
! f
F X,
-,,.�.,EXIS CURB
E--(
AC PARKING LOT
CD
TO REWAIN
WNT-7,
:711/
Z rw%
C>
TE IPE CUT REOVE AS
11
CHLC LOG
26LF 8" SO
N HISER Rowl", f REQUIRED
'77?...........
LA7, R _J
7
CL z
PRC�JECT F
...... TEXAS LIL FARKIN5 LOT EX. 18" RCP cd
0100=0.59 CFS
V=4.50 FPS
+ -- ---------------------- ....... ............ .............. -----
RO DRAIN
4`1
--PROJECT PL
00 75LF
21.40LF 180 RCP
X
2 7 7�,
7 7"
.... ........
20,
77_�_.,
------ -------
E:),qST1NG BUILDINO P7
V
EXIST. FiRISH FLOCR, ' E�1005�40"
....... ............... ..........
--- -------------------- _................
PL PER PARCE
X15, G� PL 010= 0.79 CFS
V=12.06 FPS
ERGER :PAI 080
0
�x
'PL
G
-N45'p 311 21W- /S0.0.,1�
PL,
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111" A .......... .. .............
.............. ..... ...........
...... ....
—- - -- - - - - - - - - ----
57S
%
' --RW LIMIT/
v
L47N 5
(993.71INV)
t
1 4.
UINV EX. 42" RCP
... ...... ........ ----------
LATERAL A
SCALE: 1"=10' HORIZONTAL
4n` : +
L7)
1 "=2' VERTICAL
7 '
------------- ----------
J-)l
P., 41 F
CONSTRUCTION NOTES. I
R PARCEL -%� - -
L PE b Vor ��,-4
FR R PA18 -1-U8_0 I A "INS Q CONSTRUCT PRIVATE CONCRETE HARESCAPE/WALKS 4' THI:K EVER CEMPACED SUEGRATIE
5
5.45FS PR 02 CONSTRUCT 4' Ar, PAVEMENT OVER S' CL 11 BASE PER S12ILS REKIRT RECOMMENDATION
AC TR FORMER
F_X
LOCA ON
I D AN F F
LOC
(3D C[INNECT INTO EXISTINC CA7CH BASIN W17H 18' RCP SIEIRM R I I E
U� 0i
PAVC. AND CONST. 40 INSTALL 16" ROP ST[2RM DRAIN PIPE
mom USE 'SAFETY STEP TD' TRUNCATED BUMES PER
L
N45 w - I;
31, c rz INSTALL So PVC SD PIPE
SPECIFICATIONS 2016 CBC SECTZ12N 1127B.5.7
.................................... IN
.......................... ..........
\_pL PER FARCEL �RQJECT PL PL OER� PARCEL INSTALL 0XIE" BROOKS FROLUCT CATCH RAS CEILZRi YELLCW (FEDERAL CELCR No. 33538 of
M E R E I ME WAIS-1080 STANDARD No. 59513)
�D,INSTALL 30'X30v BROOKS PRODUCT CATCH BASI �ff 3
'0ZP;-rT;-Tf!AT112NS
INSTALL PERMEABLE PAVERS PER ARCH17TCTUPW
INSTALL 5IX5' TRZE WELLS PER :LD TZWN SP 13-457 T12?
............
MNSTRUCT 61 TYPE D CUR3
@ TRUNCATED DOME
7_
CUNSTRUCT Ga CONCRETE PAVEMENT PER STHLS REPORT RECOMMENDAT12N
Q) @@ Q Q@@ 2 BASE
sm:,_� Pc-2A FOR'ht'�Vl SO N S 'I'0111is�ti fill'�x EMOVE EXIST. AC PAVEMEN7
I R
0 IREMOVE AND REPLACE EXISTING VOCDEM WALK WITH STAMP0 CONCRETE PER ULD T12WN SP
' -:6.14
URB
43 REMOVE EXISTING PRIVATE C
REMOVE EXISTING STAIRS
NUMINAL
43 REMOVE EXISTING LIGHT POLE
7.
PLANTER
REMOVE EXISTING
TRUNCATED DOME DETAILS
0 EXISTING SCE TRANSFDRMER TZ BE REM9VED & RELECATED
7 1
NTS
L CUNSTRUCT ADA RAMP PER ARCHITECT PLAN
INs-rALL SILT FENCE
DRAIN INLZT PRaTECTION
INSTALL
--- - - - - - - - - - - - - 7 - - - - - - - - - - - - - - j- INSTAL GRAVEL FILLED BA71(2 BACS HISH) TYPICAL
7 39261 VtA CAD2
MURRETA CA 92563
INSTALL TRUNCATED DOMES PER DE7AIL 7HI-S SHEZT -0967
t961) 640
LD18-0873
MURRIETA CREEK EXIS'DNG BANK UNDER CONSTRUCTION DJUST EXISTING SCE MH TO CRADE �i mumm ill�I w
------------.............. -------------- ZY ARMY CORP & R= BUILDING AND SAFETY DEPARTMENT
A R17EVVID FORT07:17=771TH 777
_j
DISABLED ACCESS AND ACCESS1731LITY ONLY
Ai
U3 flukKAgLll APPROVED 3Y- n leg
SCALE: I' CC' %uo" LL��
NAME-__
DRAWING NO.
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACTD BENCHMARK SCALE EAL Designed E Drawn By Checked By
---------------
Contractor 111311'. H1.1c I Replaced PG-2 with revised PG-27A Sheer P.M HORIZONTAL RECOMMENDED BY: IDATE: '/17/,9 CITY OF TEMECULA DEPARTMENT OF PUBLic WORKS
LANS PREPARED UNDER THE SUPERV210N OF
7
7
C) 0
30
06
H FLCC� CUR3
EX. Al
LAN SCAPE
L)
C,
'�C:U R I I
SEE SHEET I 10 PG-2
Inspector .363 ACCEPTED BY: DATE. f PA14-0188 CHAPARRAL SOUTH
ERL 6/30/20 Date 57 112.
ICK AS, PE LOTS 129 43 & PORTION LOT 143 BLK 259 MS 15 PAGE 726
HECTOR L CORREA
Dcte Completed =2 9 Owl R.C.E. N 0. 35306 Expires V30/20 DIRECTOR OF PUBLIC WORKS/CiTY ENGINEER PRECISE GRADING PLAN SHEET 2
R C.E. NO. 44223
- -
-
__ -
.--N
SPECAIL NOTE TO CONTRACTOR ��- . -\- EXIS71Nrl
I I I I i� 10'
� , I i - PL
�� 15
-
: I I I \EX_,RW 1. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL POT HOLE I RW �E
� EXISTING SEWER AND WATER CONNECTIONS AND VERIFY EXISTING
i � � �
T � TOWN FRONT STREET
: : LOCATION. SIZE & INVERT ELEVATION MATCH AS SHOWN ON THESE PLAN. OLD .
� � C6
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