HomeMy WebLinkAboutTract Map 32169 Lot 17 Precise Grading i
17
QIMDING NOTES:
1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION & SEDIMENT
GENS' L NOIES:
CONTROL ORDINANCE NO. 04--04, AND IF APPLICABLE, TO THE STATE WATER RESOURCES CONTROL PRL I E (:3 RA E)IN PL4NS
BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE
PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES.
2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. DRAINAGE SWALES PERMITTEE MUST INFORM THE CITY OF CONSTRUCTION SCHEDULE AT LEAST 48HARVES 7 ON NEIGHBORHOOD 12 A110DELS
SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' AWAY FROM THE TOP HOURS PRIOR TO BEGINNING OF CONSTRUCTION.
OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS "
THAN Y4*** PER FOOT FOR A MINIMUM OF 3 FEET. PHONE: 951 694--6411 '
( TRACT NO. 32169
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3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2.1. 2. ALL WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY OF City of Temecula, Califomia
TEMECULA PUBLIC WORKS DEPARTMENT IMPROVEMENT STANDARDS AND s
4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100--YEAR STORM SPECIFICATIONS, DATED NOVEMBER 1991, AND SUBSEQUENT AMENDMENTS. H wA srav
FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TDP OF ALL GRADED SLOPES OVER 3' IN
VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT SURFACE RUNOFF AWAY 3. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO
FROM THE TOP OF SLOPES. APPLY TO THE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS FOR AN PROJECT
79
ENCROACHMENT PERMIT FOR ALL WORK ON EXISTING CITY MAINTAINED ROADS, '
,wgy SITE
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOIL AND FOR UTILITY WORK WITHIN OFFERS OF DEDICATION FOR PUBLIC USE. { . y
ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE BEEN PROPERLY .. 3�-=_ = �� 15 o�
VZ r PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1'
DEEP. � � ..�� PROJECT
4. I T SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TD ..E. q Y /�( M
- , BO UNDAR
APPLY TO CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA**S PUBLIC WORKS
ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN THE STATE OF
DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH 4 �� - 0
RIGHT-�OF--WAY. �.^ �==
THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION
SHALL BE TO LINE GRADE ELEVATION AND LOCATION OF CUT FILL SLOPES. ► -- = = = -~ ��' PROMENADE
' 5. ALL STREET SECTION ARE TENTATIVE. ADDITIONAL SOIL TESTS BE \N j - - = .-• a
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TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION
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7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. \V,, • •-==--= -�--
REQU1 RE"MENTS. USE STANDARD N0. 401 IF EXPANSIVE SOILS ARE v3
INSERT( SHALL FOR TRACTS AND PARCEL MAPS DR MAY �,. ��
8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY ENCOUNTERED. , � \
SS INVESTIGATION BY LEIGH ON & ASSOCIATES DATED FEBRUARY-5, FOR PERMIT CASES.)
. 2003. TWO SETS OF THE C�
_.,_,
VICINITY .Amp
FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH � � \�
�� s NO 4 N.T.S.
SHALL INCLUDE' FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS 6. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT -�
BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR
THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING 44c
9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN AL
CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL �-, o -yLEG DESCRIPTION.
BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 0 � 5 \� �
ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE oN° �- \ LOT 17 OF TRACT NO. 29639-2
0 � � IN THE CITY OF
APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT. ` TEMECULA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA..,-,`
7. ALL FIRE SYSTEMS SHALL CONFORM TO THE 2001 CALIFORNIA FIRE CODE. 00. I, ��
0 RECORDED IN BOOK 345 PAGE"(S) 1 THROUGH 19 I NCL US I VE,
PUBLIC WORKS DEPARTMENT PHONE. (951) 694--6411 IN THE OFFICE OF THE COUNTY RECORDER OF RI VERSIDi�
�
COUNTY.
10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION AND SEDIMENT' "` -p
I o NUT 'S.
A r �-
CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING THE GRADING PHASE.
APN 916--170 -12, 18, 20
11. POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED T0, INSTALLING, WHERE 1. MINIMUM PARKING LOT GRADE SHALL BE ONE (1.0) PERCENT.
APPLICABLE,, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF IN ACCORDANCE WITH 2. MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 0.50 PERCENT. NOTESO�
•
CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES OVER 4' IN VERTICAL HEIGHT -�-�--�- -� --�--�-----�-�
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SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. 3. AN APPROVED SOILS STERILIZER SHALL BE USED ON ALL SUBGRADE
1. FOR ROUGH GRADING PLANS AND IMPROVEMENT PLANS,
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SURFACES PRIOR TO PLACEMENT OF PAVING. -'�' ��'�'�`��'�` �'�' '
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12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN == -�-- -= SEE COUNTY OF RIVERSIDE DWG. NO. LD04-208GR AND TM
CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. 1F STEEP SLOPING4. ASPHALTIC EMULSION (FOG SEAL SHALL BE APPLIED NOT LESS THAN INDICATES MODELS 32169, RESPECTIVELY.
TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST BE CLEARED, KEYED, FOURTEEN (14) DAYS FOLLOWING PLACEMENT OF THE ASPHALT UNDER THIS PERMIT ONLY 2. PVC STORM DRAIN (10$-* DIA. & SMALLER IS SHOWN
AND BENCHED INTO FIRM NATURAL SOIL FDR FULL SUPPORT. A REGISTERED CIVIL ENGINEER, SOILKEY �
SURFACING AND SHALL BE APPLIED AT A RATE OF 0.05 GALLONS PER IN SCHEMATIC. CONTRACTOR SHALL INSTALL PER
ENGINEER, OR ENGINEERING GEOLOGIST SHALL APPROVE PLACEMENT OF FILL., SQUARE YARD ASPHALT EMULSION SHALL CONFORM TO SECTIONS 37 39 100 0 50 100 200 300
> SCALE. 1 ��oo MANUFACTURERS SPECIFICATIONS,
AND 94 OF THE STATE STANDARD SPECIFICATIONS.
13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE 3. FOR DETAILS OF PATIOS STAIRS AND RAILINGS SEE
INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND 5. THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE CITY OF GRAPHIC SCALE ARCHITECTURAL PLANS BY DENNIS J. FLYNN ARCHITECTS.
DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING GRADING TEMECULA DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT
OPERATIONS. BY RVI P LBG 4. FOR FENCINGIWALL LOCATIONS AND DETAILS SEE
PERMIT FOR ALL WORK WITHIN CITY RIGHT-OF-WAY,
BASIS DR BEARINGS LANDSCAPE ARCHITECTURAL PLANS BY HOWARD ASSOCIATES.
14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. 6. THREE INSPECTIONS ARE REQUIRED BY THE DEPARTMENT OF PUBLIC
WORKS ONE INSPECTION AT SUBGRADE COMPLETION AT BASE GRADE
-- THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 5. STORM DRAIN LINES SHOWN TO BE CONSTRUCTED PER
1
15. STABILITY CALCULATIONS WITH A FACTOROF--SAFETY OF AT LEAST ONE AND FIVE---TENTHS (1.5) COMPL'ETION AND DURING PLACEMENT OF ASPHALT. SUBDIVISION BOUNDARY 32'21'28" EAST FOR A PORTION OF THE CENTERLINE OF THESE PLANS SHALL BE 4" SMOOTH WALLED RIGID PVC SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED CIVIL ENGINEER, SOIL BUILDING NUMBER BLDG. NO. 1 MARGARITA ROAD AS SHOWN ON A MAP OF TRACT NO. PIPE UNLESS OTHERWISE INDICATED. ALL STORM DRAIN
ENGINEER OR ENGINEERING GEOLOGIST FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. 29639--2, MB 323/1--19. LINES SHALL HAVE A MINIMUM SLOPE OF 1 X.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE STORM DRAIN
PROPOSED WORK AREA, AND RELOCATION AND COST OF ALL EXISTING a 6. PLANTING SMALL BE DESIGNED AND INSTALLED IN
16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF STORM DRAIN STRUCTURE
UTILITIES. THE CITY SHALL BE INFORMED 48 HOURS PRIOR TO SOILS E'NUINEr SUCH A WAY THAT IT DOES NOT OBSTRUCT OR ALTER
BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH BEGINNING OF CONSTRUCTION AT (909) 694-6411. EXIST. STORM DRAIN = =::::=: . ::_:- :W=::.= DRAINAGE PATTERNS OR GRADING SHOW HEREON.
RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT LEIGHTON AND ASSOCIATES INC.
GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE 8. A COMPACTION REPORT BY A SOILS ENGINEER SHALL CERTIFY 95 41715 ENTERPRISE CIRCLE N., SUITE 103 7. FINISH GRADE ADJACENT TO BUILDINGS SHALL BE fi)p
GIVEN. PERCENT COMPACTION OF BASE PRIOR TO CALL FOR SECOND INSPECTION TEMECULA, CA. 92590-5661 MINIMUM BELOW FINISH FLOOR SLABS
AND A PLACEMENT OF ASPHALT PAVING. (951) 296--0530
17. EROSION AN IM NT CONTROL: T PROJECT NO. 110231-006
8. STREET, CURB, & PAD ELEVATIONS ARE PER EXIST. PLANS &
D SED E CO 0L. HE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS ST BET CSD BSS
DATED: FEBRUARY 5 2003 SHOULD BE VERIFIED 1N THE FIELD. IF ACTUAL ELEVATIONS VARY
OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION & SEDIMENT CONTROL ORDINANCE NO. 9. COMPACTION TEST OBSERVATION OF SUBGRADE OR BASE ROCK GRADE FROM THOSE SHOWN NOTIFY THE ENGINEER OF WORK AT
04--04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES SHALL BE COORDINATED BY THE CONTRACTOR WITH THE SOILS ENGINEER BUILDING NUMBER UNIT NUMBER ADDRESS (619)641-5900.
PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. AND THE PROJECT INSPECTOR, ALL GRADE INSPECTIONS WILL BE IN CONSTRUCTION NOTES:
CONJUNCTION WITH OR PRECEDED BY COMPACTION TESTING. 2 5 40325 ROSEWELL COURT 9. FOOTPRINTS ARE BASED UPON ARCHITECTURAL PLANS DATED
2 6 40319 RDSEWELL COURT 1 CONSTRUCT PLANTER DRAIN PER DETAIL 06101104 BY' DENNIS J. FLYNN ARCHITECTS.
18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. NO
OBSTRUCTION OF FLOOD PLAINS OR NATURALWATER 2 7 40313 R05EWELL COURT ON SHEET 2.
E COURSES SHALL BE PERMITTED. 10. FINAL PAVEMENT STRUCTURAL SECTION DESIGN SHALL BE SUBMITTED
TO THE DIRECTOR OF PUBLIC WORKS FOR APPROVAL A MINIMUM OF TEN 2 8 40307 RDSEWELL COURT 2 CONSTRUCT YARD DRAIN PER DETAIL ON SHEET 2.
10. FINE GRADING AND SWALES SHALL BE INSTALLED TO AVOID
19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO DAYS PRIOR TO PLACEMENT OF BASE MATERIAL. THE DESIGN SHALL 2 9 40301 RDSEWELL COURT 3 CONSTRUCT EXTENDED FOOTING PER DETAIL PONDING OF WATER AT MOW CURBS, HEADERS OR ANY OTHER
COMMENCEMENT OF ANY CONSTRUCTION/GRADING. ADHERE TO THE METHODOLOGY SET FORTH IN CHAPTER 600 OF THE„ ON SHEET 2. OBSTRUCTIONS.
TEMPORARY TRAILER 2892� FRANKFORT LANE „
CALTRANS HIGHWAY DESIGN MANUAL AND UTILIZE THE R VALUE METHOD. 4 CONSTRUCT 3 CONCRETE SIDEWALK PER PLAN.
20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A THE "R" VALUE TESTS SHALL BE CONDUCTED IN ACCORDANCE WITH 5 CONSTRUCT TRASH ENCLOSURE PER LANDSCAPE 11. TEMPORARY EARTH BERMS AT THE TOP OF SIDE AND REAR
PUBLIC RIGHT-OF-WAY. CALIFORNIA TEST NO. 301 AND SHALL BE PERFORMED BY A REGISTEREDARCHITECT PLANS. SLOPES, BETWEEN LOTS, SHALL BE REMOVED AT THE TIME OF CIVIL ENGINEER. THE NUMBER AND LOCATIONS OF THESE TESTS SHALL 6 CONSTRUCT TYPE 1 WALL PER CITY OF TEMECULA
PRECISE GRADING.
21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT BE SUBJECT TO APPROVAL BY THE DIRECTOR OF PUBLIC WORKS. FIRE DEPRTMENT NOTES
AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS STANDARD PLANS.
DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE SEE SHEET 5. 7 CONSTRUCT TYPE 3 WALL PER CITY OF TEMECULA TOPOGR4PHY
Q E P LAN REVISIONS SHALL 11. ASPHALT CONCRETE SHALL CONFORM TO ALL PROVISIONS OF SECTION
BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 203-6 OF THE CURRENT STANDARD SPECIFICATIONS OF PUBLIC WORKS STANDARD PLANS.
„ TOPOGRAPY USED IN THE PREPARATION OF THESE PLANS
22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY 0R PROVIDE ANY
CONSTRUCTION. ASPHALT SURFACE COURSE SHALL BE C2-AR-4000. 8 CONSTRUCT 3 OVER NATIVE TEMPORARY A.C. WAS FROM SHOTS TAKEN BY LUNDSTROM AND ASSOCIATES CLEARANCES FROM STATE DR FEDERAL AGENCIES REGULATING THE PROVISIONS OF STATE 0R MINIMUM THICKNESS IS 2 INCHES, MAXIMUM THICKNESS IS 3 INCHES. PAVEMENT PARKING AREA. DATES SURVEYED 11-26-03 AND 12-01-03
ASPHALT CONCRETE SECTIONS GREATER THAN 3 INCHES SHALL CONTAIN 9 ENHANCED STAMPED CONCRETE PAVING PER LANDSCAPE PLANS.
FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE ABASE COURSE OF B-AR-4000, A MINIMUM THICKNESS OF 2 INCHES.
CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES (00 CONSTRUCT RAISED STEM WALL PER STRUCTURAL PLANS.
o 'INNIIIIII
PPLI
Ile
FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. 12. TWO SPECIAL INSPECTIONS ARE REQUIRED FROM DEPARTMENT OF (01 CONSTRUCT 1» DEPRESSED CURB IN FRONT OF TRASH ENCLOSURES. � ACAN-
BUILDING AND SAFETY PRIOR TO ANY PAVING IN DISABLED PARKING 2 CONSTRUCT TEMPORARY H.C. REST ROOM PER LANDSCAPE PLANS. WILLIAM LYON HOMES, INC
AREAS OR PATHS OF TRAVEL AND ONE INSPECTION AFTER ALL PAVING 11804 STERLING AVENUE, SUITE A
(03 CONSTRUCT UNDER SIDEWALK DRAIN PER CITY OF TEMECULA STD. 302. RIVERSIDE, CA 92503 0
HAS BEEN PLACED IN DISABLED AREAS OR PATHS OF TRAVEL. i
1 CONSTRUCT PARKING WHEEL STOPS. PH (951) 537 -2260ai
F--
BU/LD/NG AND SAFETY 1 PROVIDE (1) 2A 10 BC FIRE EXTINGUISHER INSIDE THE SALES OFFICE. FAX (951) 637-2251 �-
Cn
One Ridgegate Drive, Suite 210 CONSTRUCT 4" PVC DRAIN LINE. w
r-- REVIEWED FOR COMPLIANCE WITH TITLE 24 DISABLED „
0
n s ro Temecula, CA 92590 ACCESS/B/L/TY ONLY 1 CONSTRUCT 6 PVC DRAIN LINE. LD 05
_ -03 Gr R
associa es
Tel. 951.491.6690 Fax.951.491.6695 ConlsTRucT 8 PVC DRAIN LINE.
APPROVED BY.• l�� �,� �-
� PLANNING I CIVIL ENGINEERING � LAND SURVEYING � � ..�.•
CONSTRUCT 10 PVC DRAIN LINE. 4
NAME DATE
CONSTRUCTION RECORD DATE BY -REVISIONS ACC'D DATE BENCH MARK SCALE SEAL: Designed By Drown By Checked By , Drawing No. a �!
Q�o��ssloNq _ ,� �"/� CITYO*P �RECOMMENDED BY. j DATE. DEPARTMENT OF PUBLIC WORKS
D-D & _5 �. UNl7� /§P / 3 1/2 DIAMETER ALUMINUM DISC, FLUSH ��o ` `� C,p �ti W R 0. L do A M.A.P.
Contractor �, �. ,
IN CONCRETE CURB STAMPED RIVERSIDE
Horizontal y ti •
COUNTY BENCH MARKT 46--81 RESET �; � � Plans Prepvred Under Supervision Of
. ..�rT
ACCEPTED BY.- DA `'"� °F �''�'c� PRECISE GRADING PLAN FSR. °� s
1997 EASTERLY OF THE CENTERLINE OF No.C65G155
Inspector SR--79 AT THE SOUTHEASTERLY CORNER AS NOTED Tres
� � �' i - --�----� Dd to ��"��"�"' �� RONALD J. PARKS �
OF THE BRIDGE OVER SANTA GERTRUDES
Vertical `�- 1A)144L t A M A OLD HAHARVESTON MODELS
DEPUTY DIRECTOR OF PUBLIC WORKS d� �
Date Completed CREEK; 4.5 NORTHERLY OF THE ��r CiV1L Q►� y ......... �
SOUTHERLY SIDE OF THE CONCRETE � OF A�-��
C � �
R.C.E. No. Expires 7-3° Z ao� R.C.E No. 19744 Ex fres: SEPTEMBER 34, 2005 �fpN i44o Sheet 1 of 5 ).
p TRACrNo. 32169 PA o 4-0080 SIDEWALK. ELEVATION = 1097.163
LD04-261CR
� � � � I � � I � 1 � 1111 � 1l1l � 11l4�ATRIUMSGRATE GRATE EL EV. � SLOPE 1% MIN.
� a o. a s a a a a a a a a a a a I PER PLAN � TO INLET
OR EQUIVALENT I
--- LEGEND
��'V
��CL ai � � � � � � � � � � � � � �� � � � � � �) 0 1�i2 (ace Ln 0 &� �2GRATE ELEV.
a Z PER PLAN FINISH GRADE SYMBOL DESCRIPTION
�� SLOPE 0 190 MIN.
A � j /I � NDS 12'x 12" ADAPTOR PROPOSED RETAINING WALL � � NPE PER PLAN
(NDS-1230) WITH 12'x 12„
SQUARE GRATE (NDS-1211) PROP. GRADE 1100.2
OR EQUIVALENT.
�f � � 1 � � i � °�� �? �?, PERCENT OF GRADE f%
HP PER PLAN
RISER � EXISTING STORM DRAIN -------------___----------
_
LG PER PLAN
FL PER PLM
AN
� � � � a � a � 1 _
� a � � � � � � � � � EXISTING WATER ---N---- -----U✓--
qG � � � g �i� a a � � � � EXISTING EDGE OF PAVEMENT
NP
PER a i � � x � � �a. � � �a L g �� � . SLOPE
� � � �% � � � � � � •SIZE PER PLAN OR ASSHO ...__
I 5 i 8 = 7 c� � �c� � c� 8x c� � � �� c� � ON PLAN �
E PU1N c� a Y EXISTING CONTOUR � 1
FLOWLINE P C STORM DRAIN
i � PER PLAN 4' PVC � 1 q MIN. SLOPE x£30.
STEPS PER PLAN STEPS PER PIAN STEPS PER STEPS PER PLAN STEPS PER PLAN ------.L____�
GF PER PLAN GF PER PLAN OF PER PLAN GF PER PLAN GF PER PLAN UNLESS OTHERWISE SPECIFIED EXISTING ELEVATION -�----
� BLDG N0. BLDG TYPE
PAD QEI/. G PER PLAN DEPRESSED CURB ELEVATION DC 1100.83
HP R LAN FL PER PLAN
k � EF PER pLq�y � GF PER Pw� FLOWLINE 4" P.V.C. (NP) OR PRIVATE INLET — YARD D fdA1N TOP OF CURB ELEVATION TC 1102.87
GF PER PLAN GF PER PLAN GF PER S LANw a S r F�PF� PL�INr � I PER PLAN SIZE AS SHOWN PER PLAN FOR USE IN TURF AREAS
1 ft-LGRATE ELEVATION
� MTC PER PLAN NO SCALE FLOWLINE ELEVATION FL345.30
� PRIVA INLET PLANDRAIN TOSW PE Pte► ,2+5oTE -- TER GRATE ELEV. SLOPE 190 MIN.
IM ELEv W 12+00
TO INLET SLOPE (CUT) 2:1 MAX
� NO SCALE PER PLAN
Eby " S PER PLAN FS PER PLAN
S w FS PER PLAN SWALE ... �---
DC DEPRESSED CURB
FS PER PLAN 24' GEN. UTILITY & ACCESS ESMT. TC TOP OF CURB
RIM ELEV FS FINISHED SURFACE
PER PUw 12' CLelf 12
DRIVEWAY PER SEPARATE
FG FINISHED GROUND
PLAN MAX GRADE 12q 4" pVC � 1� MIN TW TOP OF WALL
TYPICAL BUILDING PRECISE GRADING MIN GRADE 47o4'x4"x4" PVC WYE TF TOP OF WALL BC BEGIN CURVE FOOTING
FL N0. 2
SCALE : 1"=20' zq 4" PVC @ 17o MSN EC END OF CURVE
_2X� 4"x4'x4" PVC WYE VC VERTICAL CURVE
DRIVEWAY PER SEPARATE IF NEEDED
PLAN MAX GRADE 127o
FL N0, 3 BVC BEGIN VERTICAL CURVE
MIN GRADE 4q 1.5' CUT
T. I.=6, *"R" VALUE (ASSUMED)=20 4 PVC @ 1% MSN EVC END OF VERTICAL CURVE
ASSUMED 4.5/15 SECTION. SUBJECT TO CHANGE 4"x4" EXBW EXISTING BOTTOM F WALLx4" PVC WYE BW BOTTOM OF WALL
UPON RECEIPT OF "R" VALUE TESTS PERFORMED IF NEEDED
BY SOILS ENGINEER FL N0. 4 TOSW TOP OF STEM WALL
PCR POINT OF CURB RETURN
POR. ROSEWELL COURT (PVT.)—'STA. 11+42.86 TO 18+05.90 UNIT NUMBER q—)Qp
50.5'
POR. FRANKFORT LANE (PVT.)— STA. 10+00.00 TO 13+79.18 PLAN ELEVATION TYPE (R=REVERSE) 1 R
NOT TO SCALE FINISH FLOOR ELEVATION FF
NOTE: MOD. 1" TYPE "A-6" DEPRESSED CURB & GUTTER AND 10" PVC 10"x10"x4" PVC WYE GARAGE FLOOR ELEVATION *G
MOD. 10 TYPE "0-6" CURB USED IN DRIVEWAY LOCATIONS 0 1% FL N0. 1 (# INDICATES DROP GARAGE)
50.5' MSN PAD ELEVATION PAD
ED FOOTING EF
1114.2 DETAIL B BAXCKF�OW PREVENTOR BF
NO SCALE
50.5' SWALE HIGH POINT ELEVATION HP
CAP @ 1.0 SWALE (1% MIN)
BELOW SURFACE
PROVIDE WIRE & "T" POST 20' 5' 5' SPOT ELEVATION 138.1
.- —
WIRE # 12 OR 1113.2
�- RIGID PVC STORM DRAIN @ 1 Z MIN
HEAVIER EXTEND 2" f I TEMP. (4" NP—SIZE PER PLAN)
ABOVE GROUND AT 4 BERM
TIME OF BACKFILL Z PAD 1 PLANTER DRAIN
1112.3 SEE PLANTER DRAIN DETAIL THIS SHEET O
~ PROP. FINISH GROUND YARD DRAIN
PER ROUGH GRADING SEE YARD DRAIN DETAIL THIS SHEET ❑
2q 27� ry 1q MIN DEEPENED FOOTING
(EXTRA DEPTH PER SOILS ENGR.)
SAVANNAH DRIVE SWALE @ 1% MIN
��
i� 4 PVC @ 4 PVC SEWER LATERAL O
`O 1 q MIN EXISTING SIDEWALK SEWER MANHOLE PER SB-53 Q
� FL 1110.90 ♦ DENOTES ELEVATIONS 2" FIRE SERVICE F
v, 12TION A"'-'A SHOWN ON PLAN1 ' ��x 12 x4 PVC WYE /2 WATER SERVICE Q
NO SCALE FORCED AIR UNIT PER ARCHITECTS PLANS
10" PVC 0 17o MIN FIRE HYDRANT --�
FL 1110.18 STEM WALL
FINISH FLOOR �i�T/1
12"X 12"x 10 PVC WYE COURTYARD WALL PER ARCHITECTS PLAN = _
_ �.. . . . MODELS FENCE
1 4
C]--
=j'• :.:• :'. _ •: PAD EXTENDED FOOTING (EF) STAMPED PAVEMENT PER LANDSCAPE PLANS
OF PER PLAN
FINISHED GRADE
12 PVC 0 0.5% MIN. ROADWAY LIGHT
PLAN 1 PLAN 2 PLAN 3 PER STORM DRAIN PLAN ��- •;'° _ _ _
MIN FOOTING
Ll Ll .•• 46
4 DEPTH PER WALKWAY LIGHT �
TYPICAL BUILDINGS ��� STRUCTURAL PLAN o,
12" PVC RISER � ���� GARAGE FLOOR AT 2%
SCALE : 1`_20' o
FL 1107.71
NOTE: ai-
One Ritlgegate Drive, Suite 210 TOP OF CURB (TC) AND DEPRESSED CURB (DC) W
L� n S�rom DETAIL A EXTENDED FOOTING ELEVATIONS SHOWN FOR REFERENCE ONLY. SEE STREET �
Temecula, CA 92590
associates Tel: 951.491.6690 Fax: 951.491.6695 NO SCALE NO SCALE IMPROVEMENT PLAN FOR CURB AND GUTTER CONSTRUCTION. N
+
� PLANNING CIVIL ENGINEERING LAND SURVEYING
vii O
CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK SCALE SEAL.-
�OFESSIp Designed By Drawn By Checked By Drawing No. � N
3 1/2" DIAMETER ALUMINUM DISC, FLUSH �9 e M R� oA� � W.R.O. P.J.L. M.A.P. RECOMMENDED BY DATE.• ��t'-:���� CIrY 0.= rEAfAFC11LA DEPARTMENT OF PUBLIC WORKS �
Contractor IN CONCRETE CURB STAMPED "RIVERSIDE �� �.`P �O ��
Horizontal � � 3 0
COUNTY BENCH MARK T-46-81 RESET W� �m Pons Prepared Under Supervision Of b
1997 EASTERLY OF THE CENTERLINE OF � No. C65658 � ACCEPTED BY � � DATE.' x/27 oS' �-t°F Tx�'G PRECISE GRADING PLM FOR;,
Inspector AS NOTED �
SR-79 AT THE SOUTHEASTERLY CORNER � Expires ,� Dote 100014 -�'d S� R011G4L0 J. PARKS ~ "l HARVESTON — MODELS g �
OF THE BRIDGE OVER SANTA GERTRUDES ye t;co/ 09/30/45 - DEPUIY DIRECTOR OF PUBLIC WORKS d="Y = - -_ ��
Date Completed CREEK; 4.5' NORTHERLY OF THE `��9l CIV\� o���P W/LL/AM R. OLDHAM �` ��T����j� NEIGHBORHOOD 12
SOUTHERLY SIDE OF THE CONCRETE F of cA�-�F R.C.E. No. C65658 Expires SEPTEMBER 30, 2005 R.C.E. No. 19744 Ex lies: SEPTEMBER ,30, 2005 f'%�;9���o Sheet2 of 5aSIDEWALK. ELEVATION = 1os>>s,�' p� TRACT N0. 32 69 PA 04—0080 z J
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1 CONSTRUCT PLANTER DRAT L \ 2� ED Cu D •
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YARD DRAIN PE - -
2 CONSTRUCT � 5- \ .� .- � � �j x �� 1 �- � WA�yyAY � � =12+00
-
2 � 8 `�,: 2 � �� FOR T
G o� - 2.0 Oo , l� R ENTRY � s _ STREET 12 .50
3 CONSTRUCT EXTENDED FOOTING PER DETAIL ��, - \ ��0 G� �G _ 4 .� Q , SOS _ 1114.1 IMPROVEMENTS SEE
% \ G OR � 3 G S DWG. LDD4--253Ca 1114 „J ,
ON SHEET 2. =5 \ ��• � �, -� - .
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CONCRETE SIDEWALK 3 •
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4 CONSTRUCT \ mawmmo -maim..
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5 CONSTRUCT TRASH ENCLOSURE PER LANDSCAPE 2 1 -� _ �� PVT. DR
FC ' •
, PLANS
. \ \ .� -� . SCAPE _
ARCHITECT PLANS. \ ,9 6 11+50
�, � '40 - - - \ -o MSN . . \ � °� �•
6 CONSTRUCT TYPE 1 WALL PER CITY OF TEMECULA •'""""°r. �� r� - -r - \ \ \ •� �, �, \ �� 2.45
- \ 1Z 1 , �- 3• �'�� 111 ►
STANDARD PLANS. 08.17 \ Nps �
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7 CONSTRUCT TYPE 3 WALL PER CITY OF TEMECULAFG 14.
'T; \ �2• - \ • \
STANDARD PLANS.
8 001,
CONSTRUCT 3 OVER NATIVE TEMPORARY A.C. �2 g \ - _ ''000 \, ^ _ 0
T PARKING AREA. �. �� \ G �`� 6- Q h -
PAVEMEN � - � \ � o� �� � oo g � � �
TAMPED CONCRETE PAVING PER LANDSCAPE PLANS. vr\ 5ENHANCED S 1p � , _.-_ \ � , - •• l�`. 0�- �, 1 ko b �\ �. ,`� r- 1 �- :103Cr
10 CONSTRUCT RAISED STEM WALL PER STRUCTURAL PLANS. 0 9 ._ r ,. •• .P-�,•. W �0 P • ^? r
(Cl) CONSTRUCT ? DEPRESSED CURB IN FRONT OF TRASH ENCLOS 10 0�,$ fo� d �4 �'
TEMPORARY H.C. REST ROOM PER LANDSCAPE PLANS. DETAIL B
1 g - - ^� C
TEM C
2 CONSTRUCT •� �. �, . _ - w a-s j 0� r/
2/ >
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RAIN PER CITY OF TEMECULA STD. 302. -
3 CONSTRUCT UNDER SIDEWALK D
L STOPS. - �. -. ,, . _
1 CONSTRUCT PARKING WHEEL _
��.� � � q .x .._- -_.. C.O. NO GRATE FL N0. 1 FL N0. 2 FL. NO. 3 FL. NO.
1 OL
PROVIDE (1) 2A 10 BC FIRE EXTINGUISHER INSIDE THE SALES OFFICE.
:,. 1 1114.8 1110.39 1112.86
CONSTRUCT 4 PVC DRAIN LINE. {; - . r ,o _ .�' o' . p�` ���
i 11 CONSTRUCT 6" PVC DRAIN LINE. 2 1114.7 1110.63 1112.92
(�)l CONST
PVC DRAIN LINE.
CONSTRUCT 8 �"'
�, GRAPHIC SCALE
3 1114.8 1110.89 1112.66
CONSTRUCT 10 PVC DRAIN LINE.
NOTES:
to o s to 20 � �
• Aeviow-a �,�. G,Q�., ��� ;. •7-, fz z N ALL PRIVATE DR41 N LINE ARE TO BE 1 Y
8 11a 4 1114.7 1110.93 1113.78 11 ?2.7? 1111.70
One Rid a ate Dave Suite 210 � � �_� wa e 9 9 . , MINIMUM GRADE UNLESS NOTED OTHERWISE. E .
n s ro5 1114.7 1111. 16 1113.60 1112.00 1111.60
�� �'�' `�'�� �'s�' �'•�' `' •�' F TURE FENCE AROUND MODEL COMPLEX/SALES OFFICE { iN FEET ) M,
Temecula,CA 92590 - U ..
• SHALL NOT OBSTRUCT FIRE HYDRANT. - 10 f t.
1 inch --
Te1. 951.491.6694
ssociates Fax:951.491.6695 6 1114.8 1111.40 1112.46 .. -
AND SURVEYING ,. �,. .. b.:. •
� /A
PLANNING � CIVIL ENGINEERING � L SU �
r = r Drawing No. N
• Desi ned B Drown Checked By
9
. ACC**D DATE BENCH MARK - SEAL• - 9 y ,� , �� DEPARTMENT OF PUBLIC WORKS
CONSTRUCTION RECORD DA TE BY REVISIONS SAF
Q�n��s l N RECOMMENDED BY._ � c
C FLUSHo . 0 W.R.0. L & A M.A.P.
X1115WnLk / 7-
Con
3 1/2 DIAMETER ALUMINUM DIS , F 10-{5 R ' . .- w --
tractor
IN CONCRETE CURB STAMPED RIVERSIDE Hodkontal �%'' Plans Prepared Under Supervision 0f of �' $ PRECISE CRA�1Nf� PLAN F�JR.
COUNTY BENCH MARK T-46-81 RESET ACCEPTED BY. DATE. `�'1' �`6' �`� �{
1997" EASTERLY OF THE CENTERLINE of ° No.Cp&68 �' -�' -
NOTED ,I rr � _ _ •.
AS J. PARKS sx:.r�. �x:::. .. `�
Inspector _ SR 79 AT THE SOUTHEASTERLY CORNERr
EVires r Date l a� 0 5 Ronna T-:.-. v
L oEpurY DIRECTOR o�P�►BVc WORKS ��� :,=-�..,t:::=i.
.Qf
0F' THE BRIDGE OVER SANTA GERTRUDES ver#rcal sp�e :....
clv%t
CREEK; 4.5 NORTHERLY of THE r o4� - d �� -
r�ra-.�:i98g.-----�� NEIvn nOOD 12 Sheet 3 of 5 ..�.�
#e µ .� N.�. PA o4 0080 Date Com Je SEPTEMBER �4, , 0�5P SOUTHERLY SIDE OF THE CONCRETE R.C.E. No. - Expires9 ': R.C.E. No. 19 44 EXp�res. TRACT No. J2169
SIDEWALK: ELEVAflON = 1097.163'
LD04
-26 GR
HA R VES TON WAY
Anon"
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wwwwXwwwwww PROPERTY BOUNDARY
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SAVANNAH DRIVE
GRAPHIC SCALE
30 p 15 30 80 120
1.a n d s rom IN FEET ) W
One Ridgegate Drive, Suite 210 NOTE: ALL DIMINSIONS ARE PERPENDICULAR TO PROPERTY LINES. o
I Temecula, CA 92590 i inch so tt
assoca 1.es Tel: 951.491.6690 Fax:951.491.6695 = . a
� PLANNING CIVIL ENGINEERING LAND SURVEYING � �I
CONSTRUCAON RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK SEAL: Designed By Drown By Checked By Drawing No. �
�� SCALE QROfE�SSI ,yA RECOMMENDED BY.• DATE- ��Z o6" C/TY OF T�/ylECULA DEPARTMENT OF PUBLIC WORKS �N
3 1/2 DIAMETER ALUMINUM DISC, FLUSH �� � �� � W.R.O. L & A M.A.P.
Contractor IN CONCRETE CURB STAMPED RIVERSIDE
Horizontal b
COUNTY BENCH MARK T-46-81 RESET ��? �' � Plans Prepared Under Supervision Of �� / � .• o_ �
" CENTERLINE OF � �� ACCEPTED BY.- �f�✓`� � ��" DATE.• / Z-1 o,S' .��°F T�'' o PRECISE GRADING PLAN FOR: � �
1997 EASTERLY OF THE CENTS U E No, . /� .,.,,.c �
Inspector AS NOTED ` HARVESTON, MODELS
SR-79 AT THE SOUTHEASTERLY CORNER * E�roires � �/ Date ����'-Zco5 RONALD ✓. PARXS —�
OF THE BRIDGE OVER SANTA GERTRUDES vertical 81�« DEPUTY DIRECTOR Of PUBLIC WORKS
s ,� w«�r M . : .DAM NEIGHBORHOOD 7 2
Date Completed CREEK; 4.5 NORTHERLY OF THE �9� CIV11. Q� �` :., "....;;.:.,.,.
SOUTHERLY SIDE OF THE CONCRETE C �� d�aoH.isao.:
SIDEWALK. ELEVATION = 1097.16,3' R,C E. N0. ��'�s Expires `�"3O"��S R.C.E. No. 19744 Expires.. SEPTEMBER .30, 2005 s•r6j p4 TRACT N0. 32169 PA 04-0080 Sheet 4 of 5
0
LD04-261CR
FIRE DEPARTMENT NOTES:
(REVISED 10-8-01) 17. LOCATIONS) AND CLASSIFICATIONS) OF FIRE EXTINGUISHERS SHALL BE IN ACCORDANCE WITH
THE CALIFORNIA CODE OF REGULATIONS (CCR), TITLE 19 AND THE CALIFORNIA FIRE CODE
1 . ALL CODE REFERENCES ARE TO BE IN COMPLIANCE WITH THE HEALTH AND SAFETY CODE STANDARD 10-1 AND PLACEMENT IS SUBJECT TO THE FIRE INSPECTOR PRIOR TO FIRE CLEARANCE
(HCS) SECTION 13145. CALIFORNIA CODE OF REGULATIONS (CCR). TITLE 19; TITLE 24,2001 FOR THE CERTIFICATE OF OCCUPANCY TO BE ISSUED BY THE BUILDING DEPARTMENT.
EDITION:
PART 1 , CALIFORNIA ADMINISTRATION CODE (CAC)
PART 2, CALIFORNIA BUILDING CODE (CBC) 18. HAZARDOUS EQUIPMENT OR OPERATIONS (SPRAY BOOTHS, INDUSTRIAL OVENS, ETC. ), SHALL BE
PART 3, CALIFORNIA ELECTRICAL CODE (CEC) APPROVED BY THE TEMECULA FIRE DEPARTMENT PRIOR TO INSTALLATION OR MODIFICATION, A
PART 4, CALIFORNIA MECHANICAL CODE (CMC) SEPARATE PLAN SUBMITTAL IS REQUIRED PRIOR TO THE COMMENCEMENT OF ANY WORK.
PART 5, CALIFORNIA PLUMBING CODE (CPC)
PART 5, CALIFORNIA ELEVATOR CODE (CELVC) 19. STORAGE, DISPENSING USE OF ANY FLAMMABLE OR COMBUSTIBLE LIQUIDS, FLAMMABLE OR
PART 9, CALIFORNIA FIRE CODE (CFC) COMPRESSED GASES, OR ANY OTHER HAZARDOUS MATERIALS SHALL BE APPROVED BY THE TEMECULA
2. FIRE DEPARTMENT INSPECTIONS ARE REQUIRED. SCHEDULE ALL INSPECTIONS 2 DAYS IN FIRE DEPARTMENT PRIOR 70 ANY MATERIALS BEING STORED OR USED ON SITE. A SEPARATE PLAN
ADVANCE. PHONE (909) 308-6363. SUBMITTAL IS REQUIRED PRIOR TO THE STORAGE AND USE OF HAZARDOUS MATERIALS.
3. A DETAILED LETTER CLEARLY IDENTIFYING ALL INTENDED USE(S) AND OPERATIONS) OF 20. ALL BUILDING(S) SHALL BE APPROVED FOR HIGH-PILED STORAGE (MATERIALS IN CLOSELY
THE STRUCTURE(S) SHALL BE PROVIDED TO THE FIRE DEPARTMENT ALONG WITH THE PACKED PILES OR ON PALLETS, OR IN RACKS WHERE THE TOP OF STORAGE EXCEEDS 12 FEET IN
SUBMITTALS FOR REVIEW. HEIGHT, 6 FEET FOR GROUP A PLASTICS AND CERTAIN OTHER HAZARDOUS COMMODITIES) OR
AEROSOLS PRODUCTS. HIGH- PILE AND AEROSOL STOCK SHALL BE APPROVED BY THE CITY OF
4. WHEN THE PROJECT INVOLVES THE CONSTRUCTION OF A NEW STRUCTURE OR AN ADDITION TEMECULA FIRE DEPARTMENT PRIOR TO MATERIALS BEING STORED ON SITE. A SEPARATE PLAN
TO AN EXISTING STRUCTURE, PLANS AND DOCUMENTS FOR FIRE DEPARTMENT ACCESS, FIRE SUBMITTAL IS REQUIRED FOR HIGH-PILED STORAGE OR AEROSOL STORAGE IN ACCORDANCE WITH THE
HYDRANT LOCATIONS, WATER AVAILABILITY, AND FIRE LANE MARKINGS SHALL BE SUBMITTED CALIFORNIA FIRE CODE, ARTICLES 81 AND 88. Z 51-5 3/8"
TO THE FIRE DEPARTMENT PRIOR TO THE APPROVAL OF ARCHITECTURAL PLANS. A CITY OF N 1 4' X 4' X 40-1/2' PAST WITH CAP @ 65'
21 . COMMERCIAL AND INDUSTRIAL OCCUPANCIES, SPECULATIVE USE BUILDINGS, (SPEC BUILDINGS) �
TEMECULA APPROVED SITE PLAN SHALL BE SUBMITTED ALONG WITH THE ARCHITECTURAL PLAN WITH POTENTIAL FOR HIGH-PILED STORAGE (HPS) AND/OR WHEREIN NO SPECIFIC USE HAS BEEN I 3-1/2'� 2 3 ❑.C. SPACING
SUBMITTAL(S). IDENTIFIED AT TIME OF PLAN REVIEW SUBMITTALS, THE FIRE SPRINKLER DESIGN DENSITY SHALL '-
BE A MINIMUM DENSITY OF .45 GPM/SQUARE FOOT FOR A 2,000 SQUARE FOOT DESIGN AREA. FIRE O 1-7/8' X 36-1/2' OCTAGONAL PICKETS @
5. THIS PLAN REVIEW OR APPROVAL ENCOMPASSES THE PLANS ONLY. SPRINKLER HEADS SHALL BE 268°F FOR THESE BUILDING AREAS. 3-7/8' O.C. SPACING
FIRE SPRINKLER SYSTEM(S), ALARM SYSTEM(S), UNDERGROUND FIRE LINES OR ANY OTHER
FIRE PROTECTION SYSTEM OR REQUIRED FIRE DEPARTMENT PERMIT(S), REQUIRES A SEPARATE 22, AN AUTOMATIC EXTINGUISHING SYSTEM(S) SHALL BE PROVIDED TO PROTECT COMMERCIAL-TYPE __q) O 1-1/2' X 5-1/2' HORIZONTAL CAP
PLAN SUBMITTAL AND ARE NOT ENCOMPASSED IN THIS PLAN REVIEW OR APPROVAL. FOOD HEATING AND PROCESSING EQUIPMENT THAT PRODUCES GREASE-LADEN VAPORS. A SEPARATE
PLAN SUBMITTAL IS REQUIRED FOR INSTALLATION OF THE SYSTEM AND SHALL BE IN ACCORDANCE � � 3' X 3' X 64' HORIZ❑NTAL TOP AND
6. ALL WEATHER ACCESS ROADS SHALL BE APPROVED BY TEMECULA FIRE DEPARTMENT AND IN WITH CFC, ART. 10, NEPA 17A, AND 96. I N BOTTOM RAILS
PLACE PRIOR TO ANY COMBUSTIBLE MATERIALS PLACED ONSITE. ACCESS ROADS SHALL BE �
MAINTAINED CLEAR OF OBSTRUCTIONS.
0 P❑ST MOUNT PER MANUFACTURERS
23. ALL GAS AND ELECTRICAL POWER UNDER COOKING HOOD(S) SHALL SHUT DOWN UPON ACTUATION ►'� 4 RECDMMENDATIONS. WHERE POSTS OCCUR IN
7. ACCESS SHALL BE IN COMPLIANCE WITH THE CALIFORNIA FIRE CODE (CFC), SECTION OF THE HOOD FIRE SUPPRESSION SYSTEM. O PLANTING AREAS, PROVIDE A 12 X 12 X
9029 AND TEMECULA CITY GUIDELINES. A SEPARATE PLAN SUBMITTAL AND APPROVAL BY THE 18' CONCRETE FOOTING
FIRE DEPARTMENT IS REQUIRED PRIOR TO CONSTRUCTION. 24. PROVIDE ILLUMINATED EXIT SIGNS AT ALL EXITS AND THROUGHOUT THE BUILDING TO PROVIDE r _ _ _ _ _ _ _ _11 _1 I _ _1 I _ NOTES VINYL TRAP FENCE MANUFACTURED
8. PROVIDE 12 INCH ADDRESS NUMERALS ON THE STREET ADDRESS SIDE ON THE CLEAR DIRECTION TO THE BUILDING EXITS (CBD 1003.2.8). ALL EXIT SIGNS SHALL HAVE II=II1EA II,��III=III-III-II IA;,III���III=III=III=III= iv TO BES 'KROY BUILDING PRODUCTS',
EMERGENCY POWER WHEN TWO OR MORE EXITS ARE REQUIRED PER (CBC 1003.2.8.5; CEC 700). =III- X11=III-III_ III-III-III-1 � AVAILABLE AT 'ASPEN VINYL PRODUCTS,'
BUILDING(S). ADDRESS NUMERALS SHALL BE A COLOR CONTRASTING TO THE BACKGROUND. SECTION � PH. 619-440-8200
ADDRESSES SHALL BE LOCATED SO THEY ARE CLEARLY VISIBLE FROM THE MAIN FIRE 25. AN EMERGENCY MEANS OF EGRESS ILLUMINATION SHALL BE PROVIDED THROUGHOUT ALL AREAS OF NOT TO SCALE
DEPARTMENT ACCESS. THE BUILDING. A MINIMUM OF 1-FOOT CANDLE OF ILLUMINATION SHALL BE PROVIDED AT THE
FLOOR LEVEL (CBC 1003.2.9). ALL EMERGENCY MEANS OF EGRESS ILLUMINATION SHALL BE
9. PROVIDE 6 INCH ADDRESS NUMERALS ON EACH SUITE(S) OR UNIT(S) FRONT AND REAR PROVIDED WITH EMERGENCY SECONDARY POWER WHEN THE MEANS OF EGRESS SYSTEM SERVES AN VINYL TRAP FENCE
DOORS. NUMERALS SHALL BE A COLOR CONTRASTING TO THE BACKGROUND. OCCUPANT LOAD OF 100 OR MORE AS REQUIRED PER (CBC1003.2-9.2; GEC 700). NOT TO SCALE
(KROY BUILDING PRODUCTS 3.5' COMMERCIAL STYLE FENCE)
10. PLANS OF NEW OR MODIFICATIONS TO EXISTING FIRE PROTECTION DETECTION, ALARM 26. HVAC UNIT OR SYSTEM > 2000 CFM SHALL HAVE AUTOMATIC SMOKE DUCT DETECTORS INSTALLED
OR MONITORING SYSTEM(S) SHALL BE APPROVED BY THE TEMECULA FIRE DEPARTMENT PRIOR AND CONNECTED TO THE BUILDING FIRE ALARM SYSTEM. VINYL TRAP FENCE DETAILS ARE FOR REFERENCE ONLY AND NOT
TO INSTALLATION OR MODIFICATION. A SEPARATE PLAN SUBMITTAL IS REQUIRED PRIOR TO TO BE CONSTRUCTED PER THESE PLANS, SEE LANDSCAPE PLANS
THE COMMENCEMENT OF ANY WORK. 27. ALL DUCT SMOKE DETECTORS INSTALLED IN HVAC SYSTEMS LOCATED IN MULTI-TENNANT FOR CONSTRUCTION DETAILS,
11 . IF ADDITIONS OF WALLS AND/OR OTHER TENANT IMPROVEMENTS OBSTRUCT OR AFFECT OCCUPANCIES, ARE TO RECEIVE THEIR PRIMARY POWER FROM THE FIRE ALARM SYSTEM AND NOT THE
COVERAGE OR PERFORMANCE OF THE FIRE SPRINKLER SYSTEM AND/OR IF ANY MODIFICATIONS BUILDING OR HVAC POWER.
TO THE FIRE SPRINKLER SYSTEM IS NECESSARY, FIRE SPRINKLER TENANT IMPROVEMENT
PLANS SHALL BE SUBMITTED TO THE CITY OF TEMECULA FIRE DEPARTMENT FOR APPROVAL 28. PROVIDE VELOCITY CALCULATIONS FOR EACH DUCT DETECTOR LOCATION INSTALLED, THE
PRIOR TO INSTALLATION OR ALTERATION(S). CALCULATION IS TO INCLUDE THE DUCT SIZE AT POINT OF INSTALLATION, CFM OF THE AIR
1
12. ALL FIRE SPRINKLER SYSTEMS ARE REQUIRED TO BE MONITORED AT A CENTRAL, REMOTE HANDLER, AND VELOCITY FOR ALL MODES OF OPERATION INCLUDING ECONOMIZER MODE.
OR PROPRIETARY STATION. FIRE ALARM SYSTEM(S) SHALL BE PROVIDED AND PLANS
SUBMITTED TO THE CITY OF TEMECULA FIRE DEPARTMENT FOR APPROVAL PRIOR TO 29. PROVIDE REMOTE LED ANNUNCIATORS) AND REMOTE TEST STATION FOR EACH DUCT DETECTOR
INSTALLATION. LOCATED ABOVE THE CEILING AND BELOW THE ROOF.
O 2X6 DOUGLAS FIR CAP
13. ASSEMBLY OCCUPANCIES SHALL POST A "MAXIMUM OCCUPANT LOAD OF 30. ALL ROOF OR EXTERIOR MOUNTED DUCT SMOKE DETECTORS SHALL BE LISTED AS AN EXTERIOR
2
PERSONS" SIGN NEAR THE MAIN EXIT FROM EACH ROOM. ASSEMBLY PER U.L. AND CSFM. ( I 2� 2X4 DOUGLAS FIR RAIL OUTSIDE
3
14. SIGNAGE ABOVE MAIN EXIT DOORS WITH ONE-INCH LETTERS IS TO READ, "THIS DOOR TO 31 . ACTUATION OF SMOKE/FIRE DAMPERS AND FIRE RATED DOOR ASSEMBLIES WITH MAGNETIC5�-- � I �3 1X4 DOUGLAS FIR RAIL INSIDE
REMAIN UNLOCKED WHEN OCCUPIED". HOLDERS SHALL COMPLY WITH CBC 713. 10, 905.9.3(4) FOR PASSIVE SMOKE CONTROL SYSTEMS.
LO � 4O 4X4 REDWOOD PAST @ 8'-0' O.C. MAX.
32. BUILDING ACCESS AND/OR GATE ACCESS IS REQUIRED. PROVIDE A KNOX BOX AT THE FOLLOWING 5 1X6 CEDAR BOARD FENCING
15. ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR LOCATIONS: 0
SPECIAL KNOWLEDGE OR EFFORT. ALL "A" OCCUPANCY CLASSIFICATIONS SHALL BE PROVIDED I 06 CONCRETE FODTING
WITH PANIC HARDWARE FOR THE EXIT DOORS. [ ] BUILDING MAIN ENTRANCE
16. PROVIDE FIRE RELATED HARDWARE IN ALL RATED ASSEMBLIES. [ ] GATE(S) 7 FINISH GRADE
[ ] ELECTRICAL /MECHANICAL ROOMS V_ 6
[ ] LOCATIONS AS INDICATED
[ ] M.S.D.S. DOCUMENTS
-III-III.• ' I I I- �* -III-I
17-
CONTACT THE FIRE PREVENTION BUREAU FOR ORDER APPLICATIONS. °' M I M::.'• I I=I I 6dII=III=
iTT ILIJ T I M I M I N
SECTION
NOT TO SCALE
WOOD FENCE
NOT 70 SCALE
WOOD FENCE DETAILS ARE FOR REFERENCE ONLY AND NOT TO BE
CONSTRUCTED PER THESE PLANS, SEE LANDSCAPE PLANS FOR
CONSTRUCTION DETAILS.
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