HomeMy WebLinkAboutLot 80-82 Precise Grading GENERA!
WTES
1. A!.!. WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT EDITION OF THE IMPROVEMENT gG�
STANDARD DRAWINGS SUBSEQUENT AMENDMENTS.
2. APPROVAL. OF THESE PIANS BY THE CIN OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND
1:)F4[F=11 ol 3EE IC2 Ft shi 1)1 ji( F11LmA I
ENGINEER OF RECORD FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS �
DISCOVERED DURING CONSTRUCTION. � TRACT No• 23064 r LOTS Awftk
� �� a �� R
3, ANY CONSTRUCTION CHANGE MUST BE FIRST SUBMITTED TO THE CIN AS A REDLINE REVISION FOR � �
REVIEW AND APPROVAL PRIOR TO IMPLEMENTING THE CHANGE IN THE FIELD. A�
PA101341 MODEL 'ITE 9
4, THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A PUBLIC .r �
RIGHT-OF-WAY.
5. A PERMITTEE SHALL SCHEDULE APRE-CONSTRUCTION MEETING TWO (2) WORK DAYS PRIOR TO >
BEGINNING CONSTRUCTION.
pa �� PRQJECT
6. CIN ORDINANCE 94-25 STATES THAT NO PERSON SHALL ENGAGE IN OR CONDUCT CONSTRUCTION SITE
ACTIVITY, WHEN THE CONSTRUCTION SITE IS WITHIN ONE QUARTER (1/4) OF A MILE OF AN OCCUPIED
RESIDENCE, BETWEEN THE HOURS OF 6:30 P.M. AND 6:30 A.M., MONDAY THROUGH FRIDAY AND SHALL
ONLY ENGAGE IN OR CONDUCT CONSTRUCTION ACTIVITY BETWEEN THE HOURS OF 7:00A.M. AND 6:30P.M.
ON SATURDAY. FURTHER, NO CONSTRUCTION ACTIVITY SHALL BE UNDERTAKEN ON SUNDAY OR
NATIONALLY RECOGNIZED HOLIDAYS.
7. THE ISSUANCE OF A PERMIT BY THE CITY DOES NOT IMPLY OR PROVIDE ANY CLEARANCES FROM
STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF STATE OR FEDERAL ENDANGERED
SPECIES ACTS OR WATER QUALITY REGULATIONS. THE PERMITTEE IS RESPONSIBLE FOR OBTAINING THE
APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCE OR GRADING. � � 1� ��
xK
8. EMERGENCY TELEPHONE NUMBERS (ANSWERING MACHINE IS NOT ACCEPTABLE): NO TH
CHUCK NORTHROP - DEVELOPER STANDARD PACIFIC (951) 712-8462 ��. � � I ll TOWNSHIP�, SOUTH wine�WEST SECT ION- .a
- STANDARD PACIFIC 951 712-8462 , 1� I Vic�
CHUCK NORTHROP CONTRACTOR ( ) , ��
H AIDE BY THE REQUIREMENTS OUTLINED IN THE EROSION AND SEDIMENT N O NOT TO SCALE
9. THE PERMITTEE SHALL B 4
CONTROL NOTES THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING THE STATE NPDES PERMIT � u�
FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. � $2 EXISTING LAND USE: SP 17
N
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING OF THE PROPOSED WORK AREA, AND
RELOCATION COSTS OF ALL EXISTING UTILITIES. �
11. CONSTRUCTION FENCING: ASIX-FOOT (6') CHAIN LINK FENCE IS REQUIRED ON ALL INDUSTRIAL � ,,. ,- -' '"81
� � � �.�, ''%- i1�� IWO
AND COMMERCIAL. PROJECTS UNTIL ROOF SYSTEMS ARE COMPLETED OR AS DEEMED NECESSARY FOR p I �`y; � ,�•�� � �
E� � ,�� , � �� FINISH FLOOR FF ELECTRICAL LINE E-
IS
SAFETY. THE MAINTENANCE FOR CONSTRUCTION FENCING UNTIL ROOF SYSTEMS ARE COMPLETED z i �.,
!S THE SOLE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR. �.� � � PAD ELEVATION PE SEWER LINE S
�� FINISHED SURFACE FS WATER LINE W
12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF RECORD AND FLOW LINE FL GAS LINE G
TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE N0. 491
(TRACT AND PARCEL MAPS ONLY). SCALE: 1"=120' � TOP OF CURB TC FINISH GRADE FG
FINISHED GRADE FG EXISTING GRADE (1234.56)
13. DU$T SHALL BE CONTROLLED TO COMPLY WITH SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT'S - HIGH POINT HP PROPOSED GRADE 12.56
(SCAQMD) RULE 43, INCLUDING METHODS APPROVED BY THE CIN ENGINEER.
NP� 159 PERCENT % CONSTRUCTION NOTE NUMBER 1
14. A RESPONSE TO A REQUEST FOR OCCUPANCY SHALL BE PROVIDED NO LESS THAN THREE (3) DAYS � 158 TYPICAL NP• EDGE OF PAVEMENT
FOR THE RECEIPT OF THE OCCUPANCY RELEASE FORM. �g� ASPHALTIC CONCRETE A.C. DIRT ROAD
15. FOR ALL OTHER SPECIFIC REQUIREMENTS ON PAVING, GRADING OR EROSION AND SEDIMENT egg GRADE BREAK G.B.
CONTROL NOTE, PLEASE SEE SEPARATE NOTES. SOURCE OF TOPOGRAPHY CATCH BASIN CB A.C. DIKE
�� TOP OF SLOPE T.S. SANDBAG LINE o000
ANALYTICAL PNOTOGRAMMETRIC SURVEYS, INC. 154 CUT/FILL TRANSITION
C4MDM �"�s 647 MAIN STREET, SUITE 1A � _ EXISTING CONTOUR --(1125) EXISTING LOTS / RESIDENCES
1. ALL GRADING, EROSION AND SEDIMENT CONTROL RELATED ACTIVITIES SHALL CONFORM TO THE TITLE RIVERSIDE, CA 62501
18 OF THE TE ECUlA MUNICIPAL CODE, AND IF APPLICABLE, THE STATE WATER RESOURCES CONTROL (951) 686-5103 PROPOSED CONTOUR 1125 AIR CON. UNIT
BOARD (SWRCB) NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. DATED: 2005 � ASPHALTIC CONCRETE A.C.
PROTECT IN PLACE P.I.P.
2. ALL GRADING SNALl. BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY 83 84 MAP BACK FLOW B.F.
SOILS INVESTIGATION BY LGC INLAND, INC DATED 6Z612006 �RT��K �����Es 62
3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1 AND SHALL COMPLY WITH RECOMMENDATIONS OF CUT 600 CY BA� DF BE�N� NOTE
THE SOILS REPORT.
FILL 600 CY THE BASIS OF BEARINGS ARE BASED ON THE CENTERLINE OF DEER HOLLOW WAY BEING
4. STABILITY CALCULATIONS WITH AFACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS (11.5 N42'23'S3"E (ROTATED 0'00'35" FROM THE RECORD BEARING OF N42'23'1�'E PER PM.
SHALL BE ENGINEER ORBMMED TO GEOLOGIST FOR CUTDAND DEVELOPMENT
SLOPESOVERR BY A THIRTY FEETISTERED(30') NCIVIL VERTICAL NNEIGHT.OILS WDIV• N0. 24387, PMB 164/ 5-20).
3. PROVIDE, AS APPLICABLE CONCRETE BROW DITCHES TO CONVEY 100-YEAR STORM FLOWS OR 9330352040
PROVIDE GRADED BERMS, AL6NG THE TOP OF ALL GRADED SLOPES OVER THREE FEET (3-*) IN VERTICAL LEQAL DESCR�"T[OI�
HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT SURFACE RUNOFF AWAY F OM THE TOP DISPOSMN �� cC1tVSTRUCTION NOTES
OF SLOPES. BEING IN� THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF
6. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO A PRE- Q RETAINING WALLS TO BE CONSTRUCTED PER SEPARATE PIAN AND PERMIT. �1 CURB CORE FOR 3" DRAIN PIPE PER CITY STD. 303. 6 EA CALIFORNIA, BEING THOSE PORTIONS OF PARCELS 19 AND 20 OF PARCEL MAP N0. 24387
2 INSTALL 4" ABS ASTM-D 2751 SDR-35 DRAIN PIPE. 715 LF FILED IN BOOK 184, PAGES 5 THROUGH 20 OF PARCEL MAPS IN THE OFFICE OF THE
CONSTRUCTION METING AND COMMENCEMENT OF ANY CONSTRUCTION/GRADING ACTIVITY. 0 COUNTY RECORDER OF SAID RIVERSIDE COUNTY.
7. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION AT ALL TIMES. NO OBSTRUCTION OF Vr1AQ3 INSTALL G' SQUARE GRATE NDS #05 OR APPROVED EQUAL 9 EA
FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 4 INSTALL 4" ATRIUM GRATE NDS #78S OR APPROVED EQUAL. 18 EA
THE ENGINEER OF RECORD HAS DETERMINED THAT CONSIDERING SITE CONDITIONS
8. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL. PERMANENT DRAINAGE STRUCTURES ARE INCLUDING SOIL AND CLIMATE, THE PROPOSED SITE DRAINAGE SLOPES SHALL BE Q5 INSTALL 3" ABS ASTM-D 2751 SDR-35 DRAIN PIPE. 60 LF 4" ATRIUM GRATE
INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND DOWNSTREAM SATISFACTORY AND DO NOT WARRANT MORE CONSERVATIVE REQUIREMENTS SPECIFIED FINISHED GRADE FG NDS PRODUCT #75
BY THE BUILDING CODE. 6 INSTAL!. 4 ROUND GRATE NDS #13 OR APPROVED EQUAL 5 EAPROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING GRADING OPERATIONS. PER PLAN OR APPROVED EQUAL
WITH 3" TO 4" ADAPTOR.
9. FILL MATERIAL SHALL NOT 8E PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED Q7 REMOVE AND REPLACE CURB AND GUTTER. 7 LF
OF WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL. IF SLOPE RATIO EXCEEDS 5:1 AND IS SoLs ENCiN�ER'3 CERTr[CAT
GREATER THAN FIVE FEET (5'), THE TERRAIN UST BE KEYED AND BENCHED INTO EITHER BEDROCK OR 8Q CONSTRUCT 3" AC OVER COMPACTED NATIVE SOIL. 4626 SF
NATIVE SOIL WITH EIGHTY-FIVE PERCENT (85%) WATER SATURATION. I, SCOTT GRAY, A REGISTERED GEOTECNINICAL ENGINEER OF THE STATE OF CALIFORNIA, Q9 INSTALL 2"X4" REDWOOD HEADER 300 LF 2% MIN 2� MIN
10. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOILS HAVE REVIEWED THESE PLANS AND FOUND THEM TO BE IN GENERAL CONFORMANCE WITH �----
TNE GEOTECHNICAL REPORT OF ROUGH GRADING BY l.GC (DATED JANUARY 10, 2007) AND QO CONSTRUCT ACCESSIBLE PARKING STALL PER DETAIL HEREON. 1 EA
ENGINEER, OR GEOLOGIST WHO SHALL SUBMIT TO THE LAND DEVELOPMENT INSPECTOR TWO (2) SETS ,
OF WRITTEN CERTIFICATION THAT ALL FILLS OVER ONE FOOT (1') IN DEPTH HAVE BEEN PROPERLY THE FOUNDATION DESIGN RECOMMENDATIONS REPORT BY ALTA CALIFORNIA GEOTECHNICAL, 11 INSTAL! 6WHEEL STOP. 8 EA
PLACED. DATED MARCH 22, 2010.)
Q2 OMIT ONE BLOCK WALL OPENING FOR DRAINAGE 3 � CLEAN ►-
11. THE CONTRACTOR SNAIL NOTIFY THE !.AND DEVELOPMENT INSPECTION DIVISION (_951-308-6398) Q�pFE331pNq� Q CONSTRUCT DRY WELL PER DETAIL SHEET 1. 3 EA AGGREGATE
A7 LEAST 48 HOURS IN ADVANCE REQUESTING ROUGH LOT GRADE AND DRAINAGE INSPECTION. THIS � vA'RAq�F�2 (�4 INSTALL 3G' WIDE DETECTABLE WARNING SURFACING 150 SF
INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT. � '� ,� y r RISER
12. PRIOR TO RELEASE OF A BUILDING PERMIT, A REGISTERED CIVIL ENGINEER OR LICENSED !.AND y No.28b7 '° 15 INSTALL ADA ENTRY DIRECTIONAL SIGN 1 Eq 4" PERFORATED �
SURVEYOR SHALL SUBMIT TO THE LAND DEVELOMENT INSPECTOR TWO (2) SETS OF WRITTEN FINAL PAD SCO GRAY � DATES `� �"P'12�� � k
ELEVATION CERTIFICATION TO INCLUDE A STATEMENT THAT THE PAD ELEVATION IS IN CONFORMANCE WITH B CONCRETE WALK (AREA OF ADA PATH OF TRAVEL ONLY) 1025 SF
R.C.E. N0. 67391 / R.G.E. N0. 2857 * �FOTECt����'P���� NOTE: WALLS, FENCES, SIDEWALK AND MODEL SITE FIAT
THE APPROVED GRADING PLAN. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF srgT -_-� a2� WORK PER LANDSCAPE ARCHITECT'S PLAN. WRAP ALL SIDES
CUT/FILL SLOPES. FOF CA�� IN FILTER FABRIC
13. PRIOR TO RELEASE OF A BUILDING PERMIT, A R GlSTERED SOILS/GEOTECHNICAL ENGINEER SHALL �V�O AL NOTE:
SUBMIT TO THE !.AND DEVELOPMENT INSPECTOR TWO � SETS OF WRITTEN FINAL PAD COMPACTION PLAN TYPES
CERTIFICATION TO INCLUDE A STATEMENT THAT THE GRA�ING HAS BEEN DONE IN CONFORMANCE WITH THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECUlA DOES NOT IMPLY OR PROVIDE OPEN
THE RECOMMENDATION OF THE PRELIMINARY SOILS REPORT. .__=��+
ANY AGENCY CLEARANCES FROM STATE OR FEDERAL WILDLIFE AGENCIES REGULATING THE BOTTOM
PROVISIONS OF THE CALIFORNIA OR NATIONAL ENDANGERED SPECIES ACTS. �'-'� i u � u--�� n
14. POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED T0, INSTALLING WHERE APPLICABLE, � �� �► �, , �
GROUNDCOVER TREES, SHRUBS, OR A COMBINATION THEREOF IN ACCORDANCE WITH THE TEMECUlA STANDARD PACIFIC HOMES IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES
MUNICIPAL CODE PRIOR TO THE APPROVAL OF FINAL. INSPECTION. SLOPES OVER FOUR FEET (4'� IN FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCE OR GRADING. ' 3
VERTICAL HEIGHT SHA!! HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEV CES FF= 2.5'
PER THE U.P.C.
NOTICE TO THE coNTRACTOR: __, FF= - FF=
_PE= - ; PE= DRY; PE= 13
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES � ' � NOT TO SCALE
SHOWN ON THESE PIANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.
ty320Redhill Ava. EASTERN MUNICIPAL WATER DISTRICT `--� � LD10-OBBGR
M d �s t g„itg��q -------- APPROVAL OF THIS PIAN BY THE CIN OF TEMECUlA.
` PACIFICHoMES OR RANCHO CALIFORNIA WATER DISTRICT DOES N07 CONSTITUTE A REPRESENTATION AS � BUILDING AND SAFETY
rryine,to 92e1.t S I'�1.1'JDARD TO THE ACCURACY OR COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY � �_A
� s t �� u t t s vice:9�t9•231.88`1) N1�ihrr:g You rzigtir At Fi�,,,�C's UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE GF= ' GF- REVIEWED FOR COMPLIANCE WITH TITLE 24
/Ax: 9�19.2�1�OSld Inland Division CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE DISABLED ACCESS AND ACCESS181LiTY ONLY
255 E Rincon Street,Suite 200 UTILITY LINES NOT OF RECORD OR SHOWN ON THIS PIAN.
p1. ANNl �tS AN (31N1 9It3 SURVlY �Dit3 C'oroua,CA9�Z879
APPROVED BY: A
Phone: (950898-5,500 Fay: (9508W- 5,580 E DTE
CONSTRUCTION RECORD DATE BY REVlSION9 DATE ACC'D BENCH MARK DESK�ED BY DRAWN BY CFECKED BY DRAINNO P10 -v
gCq� Q�pFESS/pN9 WS WS EJL RECOMMENDED BY: f�Q�� DATE: �J�/� C�'Y O� TEMECUlA DEPARTMENT OR PUBLIC WORKS
wvOsioe couNnr oEsIcrrnnorr. T-2-81 STAMPED ON 2 l
da 1/2' BRASS DISK IN CONCRETE CYLINDER, 3.4 Mites
HORIZONTAL �v� y� �F?, �2 PLANS PREPARED UNDER THE SUPERVISION OF
CONTRACTOR SWTHEA3TERLY ON HWY. 79 FROM THE INTERSECTION � i► G� / /f
OF MAIN STREET AND FRONT STREET IN TEMECULA, AT � � 2 z ACCEPTED BY: / [ W � DATE:
f PRECISE GRADNVa PIAN �
SOUTHWEST CORNER OF THE INTERSECTION OF HWY. 79 aro AS NOTED cD No. 452496 m INSPECTOR AND MARGARITA ROAD. tOg SOUTH OF THE STREET CENTER DATE: � b It ,� TLER
LINE OF HWY. 79. AT THE NORTHEAST FENCE CORNER Of * Exp. 12-31-12 *� EDWARD J. LENTH T D I REC OR OF PUBLIC WORKS � CITY ENGINEER s�:="' N. ,�.',:�'� pA1Qr x}341 r LS�
R.C.E. N0. 47109 �A
e� CHAIN LINK FENCE AROUND WELL SITE. 9' SOUTH VERTICAL s,. �,�,� ,�- TRACT 230Q4 - LATS 8or 81 & 82
DATE COMPLETED AND 2' EAST OF NORTHEAST FENCE CORNER. ser 9TF p� 12-31-12 � ��"�j$��""�FlBERGU1S3 WITNESS POST t' SWTH OF MONUMENT N/A � CAL� R.C.E. NO. 052496 EXPIRES: �►s SHEET 1 OF
ElEVAT10N: 1052.514 � �
j FINISHED GRADE SHALL SLOPE AWAY FROM 5' MIN PL 5' MIN
ALL EXTERIOR EXTERIOR FOTHEUNDATIONS AT 6
4% MIN FORFIRw 3' MIN 2' 2' 3' MIN
3 AND AT 2% MINW Type W 4 Type sW
400* U
000 600 1100,1.01
.n.� .i+w��..e.��.l���� �e�.� .��r�.�.� ror���r��������a0�� �01m�e�oV��m�Y���dr��a����T"ir�Omoo 1-1 00
1-0 FF
i���� ���r+����r� ��������i�.�����r.r�.^���.� w�
000 :2
1:2 FF
10 0 10 20 30 ��o �� ����o a� 0.9� �c ���' / PAD 1.......--
Vol ► N o N o ► �O , � T � �-�"' PAD
SCALES 1"=-10'
VINYL FENCE PER
LANDSCAPE PLANS
SECTION »A_As$
CONSTRUCTION NOTES J2 + 00
-� � PAD DIFFERENCE ADDITIONAL
1 CURB CORE FOR �' DRAIN PIPE PER CIN STD. 303. -- --------- Is 'I -N'T OR LESS
DEEENED
P �N FOOTING
U2 INSTALL ir ABS ASTM-D 2751 SDR-35 DRAIN PIPE. RUBI
CAMINO
Q3 INSTALL Cr SQUARE GRATE NDS #05 OR APPROVED EQUAL 1 ��� f LOW CONC. BLOCK WALL PL
Q4 INSTALL 4" ATRIUM GRATE NDS #78S OR APPROVED EQUAL. I
Q � �, � �s � �� W/ WROUGH IRON FENCE
Q5 II�STALl. Y ABS ASTM-D 2751 SDR-35 DRAIN PIPE. (Df\�
� �s�o dao � A� �� i �� 8111LT PER SEPARATE1�4STALL �' ROUND GRATE NDS X13 OR APPROVED E4UAL ^o s��.��cs9,t�� �o-.. . _ �' ,t.�O �i BUILDING PERMIT PARKING
WITH Jr TO 4" ADAPTOR. � �i`�' 0.9� �� � �6' `i ?6' �Z. 0.9� ,/
��, o� � c + � �2 �� o '�2 00 + �. - °� s� o \� 259.4 TG �
Q7 REMOVE AND REPLACE CURB AND GUTTER. ---------------------------� �G ----� -�"?�'__.__ -,--`�- ---�->Tn - •� ��' �,s� .�� �o � 4 1'-�' I 5' MIN.
�, .�c, �,�. � �� > >-- � i ♦ 258.69 INV
QCONSTRUCT Y AC OVER COMPACTED NATIVE 501L. _�dam-_.,_------------.l�.-------- '. 1! '1-' --` i �' 10 s�9�` � ¢ -y 1000, 2,
. �2 \N w -` 7 � TOP OF BERM IF PAD ELEV. 9 Q
9 INSTALL 2"X4" REDWOOD HEADER � ( 5 . -_ �. .�c, 2b • r, � ,� 11
Q5 � 2go.72 ; . . I. � 260.39 FG ,6 � , . � __ �,� � �� � ��' NO WALL IS USED - 1� MIN 8
QO
CONSTRUCT ACCESSIBLE PARKING STALL PER DETAIL HEREON. � � � � `, _ � __ _^_ ___ __ 259.93 INV � � _ 26,•' �c�i;
-------------------------------- -- f---- -- --r-- 'F_ _ 260.06 _ `' � 2 :�' -- �6 � '' � 2%
� i � _ 23� �r 2
11 INSTALL g' WHEEL STOP. � � - � r-
�'�, �' � o��.f'' 259.24 5 �' � � FLOWUNE SWALE
O I . ,� df �N j � , . .---__ . � ��' � � � � 00011.00� FS GB � 1 MIN
Q2 OMIT ONE BLOCK WALL OPENING FOR DRAINAGE --..� � � � � � �-� WHERE SHOWN
'�'' 51.00' � ! 1'--�. � � .259.37 ,,,.r
�3 CONSTRUCT DRY WELL PER DETAIL SHEET 1. 37.80' �,, � � '2 . X47 (Q � � -: -_ � � EXIST. DWY. ��� .� �' � 25�,� OPTIONAL REAR WALL
Fs � I 2 o.3t . ,20.18 � lg g.4, �. ' 1 25984 F� _.-___ � � �_- FILIEU OF BERM
4 INSTALS 36' WIDE DETECTABLE WARNING SURFACING 260.85 FG `, '�, � � -- --- - � -� � 6 -____-__�- - � � . Z5g,7
._..��.�...:. 25991 259,8 / � ., ss ss
O
INSTALL ADA ENTRY DIRECTIONAL SIGN 8260.39 INV r 2 '• se . . , _ .., . i .,. o I Z�9� F� 21 � . . .' � FL SECTION C
D S
�g� 06 I �^ REAR YARD AT PARKING
261.31 TS � �'> �, .�.; � �� ;� Zgp,7g � � / •20 �1,At
IN
. . �. 60.69 TS
260.84 BS .,.,� ', 0 261,E � TS � (t ' �_:.: :�... . �._: .. .:::` � 260.22 BS ( � � 28.09' 1� �3 G � �V NTS
1.41� S 2 � 2 � 1 � � 261.26 TS
LOW CONC. BLOCK WALL PL I ,'.: .� :..>, N ..... _ � ..; ; -s� � � see .
..� �_..r o . ., 260.79 BS
W WROUGH IRON FENCE VARIES PER PIAN � �, �,, � � I �, � 2 � I o
BGILT PER SEPARATE ''', . . . . � ❑ � PARKING00
5' MIN
BUILDING PERMIT VARIES �___�� � � . 261.8Q , ; . � �� � MIN 2
3'
-
�I262.55 T ,, 1 ,.., � � � ;......... . :... _ . _ . . l 2�59t�
�- � � �-up
15' MIN �_ � w �50� 262.08 BS r__+ � �._... .. ,__. ... ....._:� d i � 4 �', . .� . . . , 261:54 � 26�• � ' . . � .`�' fh
4
60
Ile =3
261.4 TG
TOP OF BERM IF � � � � PAD ELEV. `` � � `:�,,� � I � f _ . _.. . 262.06 TS0260,2 INV
�- � � E � � .I � l 1 I � I. PAD ELEV.
NO WALL IS USED 270
� __ __ _ c� .I � � = 6 .Jc- 6.0 .50' . 261.59 BS 5.2 .) ZSj.P� 259.3 , . 8 9
M N C GF 7 2 2 � .. . . . T2�9Bo � �
----- =� - -�-�----- --- -- -- GF= 7262. 0 � . � .� � . � BOt PIT
5' r� - ------- 12 262.2 f��I � i
2 MIN FLOWLINE SWALE 2% MIN FL-NP N E � � I 2 i.801 2070 MAX : .
WHERE SHOWN I � � � � _ _ ; 13 TEMPORARY
OPTIONAL REAR WALL .r 262.84 � 262,2 � �. . � . , . 259.0 : s�� CONSTRUCTION
IN LIEU OF BERM SECTION ��B�� � I 12 FL-NP I � Zg1•7 � ! '' 261.80 FG FENCE
I FL-NP 12 " � � y j �� 2i5 f;� . �. . � SECTION D
BERM/REAR YARD GRADING °�";��'�����AYIA�`� i � .: � � 62.3a 26�.� � !i '-- MODEL �f NTS
NTS D�164GUISH W6/!l�CARQ3 4 �! �! � � �! f! � FL-NP � I 't
OR LCU13E Yl�4iE3153UFO � � A t A � �, 't ._ _.�; SALES G 261.43
F4R DISABLED iER�J'13 � �-----
�NILL BE MOWED WAY , z .� ,, , � � ` � � OFFICE .. : � � ��,�� ��a, CONSTRUCTION NOTES
r- � -1 ( t 2,
ATUH4ER 3 fJ(P[NSE. N i � � r F----- � / FF= 1261 ,84
BY OTHERS
AWEDYENIClF3 � ..J l.� � ♦ 2 I � �' � 26t.�o Tc PE= 1261, 4 ���'�` T^�����
NAY 8 E R ECUIN ED AT
'' � FIAT
� Nat9 � 126t3o � �- ,�� � 3 i '. NOTE: WALLS,
FF= � 7 �... �.�■ .. .•..J I 259.80 I 2� ;: � � � ., FENCES SIDEWALK AND MODEL SITE.01
!� �! I e � 259.0 261.80 ,,, -.�. � �,1 �g .�=� WORK PER LANDSCAPE ARCHITECT'S PIAN.
A ( APE= 1262,5 � 262,0 TG � 261.4 TG 3 � FF= 7 262. 67 � ��` ����"�°�y °' F�' 13 '' '.. ' ' � �� �` � PORTABLE ADA RESTROOM WITH SCREEN FENCE
dy►wX411
3 70 SQ, INCH MIN, ACCESSIBILITY C 3 I �
260.3 INV I .� 261.3 :'�- .: . .: 26 0,0,0 � CONCRETE WALK FINISH PER LANDSCAPE PLANS
SIGN PER SEC. 11298.4.2007 OF R1006 CA 1 � 1 __J 260.6 INV � � PE= 12 62. 0 :� �_NP � 1 • ����4 ,
(;U(; - ABLED ENTRY ADA DIRECTIONAL SIGN ACCESS REGULATIONS AND DETAIL � i 2s�.4 TGviNY� FENCE,oFINISH PER LANDSCAPE PLANS
� J ---� 3 260.4 INV � 2' 261' � ��' 14 �� LOW BLOCK WALL WITH WROUGN IRON FENCE
HEREON. �--�----- ... . � ..
9
J �f � 259.0
FL "'; t� 6' BLOCK WALL, FINlSN PER LANDSCAPE PLANS
70 SQ. INCH MIN. � �
� � � FG � � COLORED CONCRETE, FINISH PER LANDSCAPE PLANS
�� SIGN WITH INTERNATIONAL �
WHEEL TOP '� ' � SYMBOL OF ACCESSIBILITY � � J � � � � 13 `� G STAMPED CONCRETE FINISH PER LANDSCAPE PIANS
20IJ4.
4" SOLID BLUE � 262.2
FINISH PER LANDSCAPE PLANS
' FL-NPCONCRETE PAVERS,(Type) WHITE SEAT WALL, FINISH PER LANDSCAPE PIANS
i
DARK BLUE BACKGROUND � t 261.7 Zg� � ( 2 � �J PROPOSED ROCK MULCH
die°� o TYPICAL PAV�EMECT 6.0 F!-NP 260.6 INV Z FS BOT FL-HP r � 259.3 BOT PIT � �259J � �
� �� 262.84 � 4I BOT PR
TRAP FENCE, PER LANDSCAPE PLANS
SYMBOL E SE 262'2 � FS z I TEMPORARY CONSTRUCTION FENCE
• 11296.4.2007 OF THE CBC Fl-NP � _..: _...... . .�_ �. . . . . J _ �
NON-RESIDENTIALDISABLED .50' ; .�.. , ..� •.. . �.., .�.. :_: ._sX6.50 , . 5.0�'
ACCESS REGULATIONS I 2
_ aiiiiiiiiiiiiiiD down"ON~
4 ( � ; '; =-- - ..._�' � 261.5 TG � ^; f !� � � ..F.1:1
� � � .' `� G j 260,5 INV 4.
I-�•►I � `! :) .,,. ;� . ^� � _' o 0o ( � 261 J � ' ; �" , '; ,� i _�_ �.=►, I �� � _•_ 260.90 TG �
262:20 ; 2 � T � 260.20 INV
gopt g , I Ir- ,� � 2 � cV N F -NP .L, � :..f
262.2 j 2 � FS ' 260.9 TG
X62.54 4 i� 261.5 1 � 260.0 INV o
NOTE: ALL ACCESSIBLE STRIPING SHALL MEET � � F5 FL-11P I 262.30 � :�:. .. , .,. �"" 4
TITLE 24 REQUIREMENTS. � � 262.39 f 261.5 TG � FS 261.96 �7� 60.6 I 261.20 FS 2011t 30
SIGN DETAIL �
262.20
FS �ar � 260.6 INV FS 2 �
10 ACCESSIBLE SIGN AND STRIPING DETAIL � :i o . . �8�.On.� �s 262-10--
262.2 *w wi 261-02
o0 FS% FL-HP
262.54 261,1
� , . 261.6 TG 261.7' 261.45
4 � FS � / � � -�NP � 3 � 262.14
� 0 262A tG ( 260.9 INV t C
'� � 0261.0 � -� 2� - � _�� FL_NR_ 260.90 TG � .� INV t -.- � 260.20FL
)b P
to 401 U
;i wig
INV 3 0 � 260.8
N
17310 ReJhill Ava. LD10-w066GR
M c�a s s suite 330 r . . 2�2 j ,,..�'' .. , � �, � 261.5 TG � 261.E 262.29
frvi��a CA 92614 .�"I'��l`rD�RD PACIFIC ��U11i1ES � O .FS' I -' � �v 4 4 � � � 261.3
w1 26 .59 � BUILDING AND SAFETY
..�-'"� Z6U8INV � 260:8 IN FS 261.0
FS
61.
_.___.�_ 1.-HQ ;
N ,,,.• t 282:2 ,. i FL-NP N
� s c �i u �t x E 24
yofca:9�19•�3�•��Z) biceiii�og Yr�tt rz;�nr nr t�r�,�,r��b � ------ ! 261.4 262.0 FL REVIEWED FOR COMPLIANCE 'TH L ONLY
• 5�49.1'51�0'SI6 Inland Division 262.5 •• � � �F�'-jNP 262.5 �- �`q�.,. ••� 62.0 FG FL-NPFAXC DISABLED ACCESS AND ACCESSIBILITY
255 E Rincon Street,Suite Z(}0 8' F� 4 262.0 TG �-- FG FG 261• 50.99 �D � "�� F� ' � �p (� 78.0 ' g
51.00' � FL-NP � . _ . . .. " � _. �._.. . __ . . _ _ .. l
92879
_. 1 Imo/. . '�-�-� -
_ .,; .. �.. _. __.---__ _ ., _... _... ..�_ ..._._.._� _-- .. . __. .. �....... .. . .. _ . _ __ ROVEDB 1 �
PbANNlR 'S 9N41NE9R5 SURVIYUR3
Corona, .. .. ... .. . .......... . ._._...
. .. ._ ........ . .... ... .__ . . .... _ . .. .... ._ ..,..... . .. ATE
Phone: (f-
bf)84?$-.7500 Fax: (V,)'I)8rJ$-`.1.`580 M� `'
CONSTRUCTION RECORD DATE BY REVI310N9 DATE ACCD BENCH MARK sCA� �pf ESS/p DESIGI�D BY DRAWN BY Ct�CKED BY RECOMMENDED BY: � �/tXl�`./!�- DATE: �/, iTY F TEMECULA DEPARTMENT OF PUBLIC WORK8 DRAWNO NO o
RIVERSIDE COUNTY DESIGNATION: T-2-81 STAMPED ON 2 �Q e � �q� WS WS E�JL � O
& 1/2" BRASS DISK IN CONCRETE CYLINDER, 3.4 MILES 9' � �
CONTRACTOR SOUTHEASTERLY ON HWY. 79 FROM THE INTERSECTION
HORIZONTAL ��v oy>� F2� �, PLANS PREPARED UNDER THE SUPERVISION OF / Z�0 lI T PRECISE GRADING PLAN `O
OF MAIN STREET AND FRONT STREET IN TEMECULA, AT ACCEPTED BY: J DATE: _ � � o
No. 452496 m
SOUTHWEST CORNER OF THE INTERSECTION OF HWY. 79 AND AS NOTED � �1 REG TLER
INSPECTOR AND MARGARITA ROAD. jos' SOUTH OF THE STREET CENTER � Exp. 12-31-12 � �---�. DATE: � D I REC OR OF PUBLIC WORKS / CITY ENGINEER �' ��r= PA1Q"034.1 - MODELSITE �
UNE OF HWY. 79. AT THE NORTHEAST FENCE CORNER OF '* '�' EDWARD J. LENTH - `.
R.C.E. N0. 47109
6' CHAIN LINK FENCE AROUND WEL! SITE. 9' SOUTH VERTICAL �j� Cf`/lL \Q' TRACT 230E34 - LOTS 80p81 8�AND 2' EAST OF NORTHEAST FENCE CORNER. SET 9J' �� 12-31-12 � "`i$��'''"'.��DATE COMPLETED �eEac�►ss w►rness POST 1' SWTH OF MONUMENT N/A pf CAS\F� R.C.E. NO. 052496 EXPIRES: �a►. . SHEET 2 OF 2 �
ELEVATION: 1052.514