HomeMy WebLinkAboutGRAPE ST 31700 (3)LIL*MA
STORE# 2077
ADA ACCESSIBILITY RESTRIPING PROGRAM
31700 Grape Street
Lake Elsinore, CA 92530
LAKE ELSINORE, CALIFORNIA
NOTES:
1. ALL PHASES OF SIZE WORK FOR THIS PROJECTSHALL MEET OR EXCEEDTHE 6. SAFETY NOTICE TO CONTRACTOR: IN ACCORDANCE WITH GENERALLY 11. FUELS, OILS. SOLVENTS, MID OTHER TOXIC MATERIALS MUST BE STORED IN QUANTITYLIABLUTY WAIVER
CLIENTS SITE WORK SPECIFICATIONS. ACCEPTED CONSTRUCTION PRACTICES. THE CONTRACTOR SHALL BE SOLELY AND ACCORDANCE WITH THEIR LISTING AND ARE NOT TO CONTAMINATE THE SOIL ALL QUANTITIES ON CIVIL PLANS ARE ESTIMATES ONLY
COMPLETELY RESPONSIBLE FOR COMMONS OF THE JOB SITE. INCLUDING AND SURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ARE TO BE
ANDMAVDIFFER FROM THE ACTUAL QUANTITIES
2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF EXISTING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. PROTECTED FROM THE WEATHER. SPILLS AMY NOT BE WASHED INTOTIE
ENCOUNTERED DURING CONSTRUCTION. CONTRACTOR
STRUCTURES. RELATED UTILITIES. PAVING. AND ANY OTHER EXISTING THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL DRAINAGE SYSTEM. EXCESS OR WASTE CONCRETE MAY NOT BE WASHED IMO
IMPROVEMENTSASNOTED. SEESREWORKSPECIFICATIONS. WORKING HOURS. ANY CONSTRUCTION OBSERVATION BY THE ENGINEER OFTHE THE PUBLIC WAY OR ANY OTHER DMNAGE SYSTEM. PROVISIONS SHALL BE SHALL BE RESPONSIBLE FOR ACTUAL QUANTITIES.
CCNTRACroRS PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE MADE TO RETAIN CONCRETE WASTES ON-SITE UNTIL THEY CAN BE DISPOSED OF WAL -MART AND THE ENGINEER SHALLBEHELD
3. CONTRACTOR IS TO REMOVE AND DISPOSE OF ALL DEBRIS, RUBBISH AND ADEQUACY OF THE CONTRACTORS SAFETY MEASURES IN, ON OR NEAR THE ASSOLIDWASTE. TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE HARMLESS FOR ANY DIFFERENCE BETWEEN THIS
OTHER MATERIALS RESULTING FROM PREVIOUS AND CURRENT DEMOLITION CONSTRUCTION SIZE. DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT CONTAMINATION OF
ESTIMATE AND THE ACTUAL QUANTITIES OB SERVED.
OPERATIONS. DISPOSAL WILL BE IN ACCORDANCE WITH ALL LOCAL, STATE RAINWATER AND DISPERSAL BY WIND.
ANDIOR FEDERAL REGULATIONS GOVERNING SUCH OPERATIONS. 7. THE ENGINEER OF RECORDMSUMES NO LIABILRY FCR THE EXISIE MMD
LOCATIONS OF UNDERGROUND UTILITY LINES, STRUCTURES OR IRRIGATION LINES. 12. SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE
4. THE GENERAL CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR AND THE CONTRACTOR IS TO MAKE AN ON-SIFE INSPECTION AND NOTIFY ALL UTILITY BY VEHICLE TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE
SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO AND IRRIGATION COMPANIES PRIOR TO WORK OR EXCAVATOR TO DETERMINE STABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE
ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS THE EXACT LOCATION OF ANY AND ALL UNDERGROUND FACILITIES. PUBLIC WAY. ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND
PROJECT MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS. ANY SLOPES WITH
8. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY INSPECTIONS PRIOR TO DISTURBED SOILS OR DENUDED OFVEGETATWN MUST BE STABLLIZEDSOASTO
5. WARRANTY/ DISCLAIMER: THE DESIGNS REPRESENTED IN THESE PLANS ARE MACINGANYCONCRETE. INHIBIT EROSION BYWIND AND WATER.
IN ACCORDANCE WITH ESTABLISHED PRACTICES OF CIVIL ENGINEERING FOR
THE DESIGN FUNCTIONS AND USES INTENDED BY THE OWNER AT THIS TIME 9. ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON-SITE
HOWEVER. NEITHER THE ENGINEER NCR ITS PERSONNEL CAN OR DO WARRANT AND MAY NOT BE TRANSPORTED FROM THE SITE VIA SHEETFLOW, SWMES ,AREA
THESE DESIGNS OR PLANS AS CONSTRUCTED EXCEPT IN THE SPECIFIC CASES DRAINS. NATURAL DRANAGE COURSES OR WIND.
WHERE THE ENGINEER INSPECTS AND CONTROLS THE PHYSICAL
CONSTRUCTION ON A CONTEMPORARY BASIS AT THE SITE. 10. STOCKPILESOREAR MDOTHERCONSTRUCTONRELATEDMATERULLS
MUST BE PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY THE
FORCES OFWINDORWATER.
DRAWING INDEX
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DEMOLITION TOTALS
ASPHALT 1Q,%71S.F.
CURB 122tL.F.
WHEEL STOPS 0
H.G SIGN ZO LAC"
H.C. SYMBOL 20 EACH
CONCRETE SIDEWALK t$qf
SAND BLASTING O1S.F.
SAWCUT UzStLF.
MILL S.F.
GRIND S.F.
MISC SIGNS 10
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APPROVAL
LAKE ELS 0 FIRE SERVICES
BY:
NORMAN DAVIDSON, FSS
fE: G - J CASE: 3
HE FIRE DEPT. APPROVAL IS VALID
FOR ONE YEAR - SUBJECT TO
NPLIANCE WITH APPLICABLE CODES
24 S.R ION 12D
i.,. .,,, -_ 5 a I, i.1 i .1 I..`.1...
we. +
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P
LEGEND
EXISITNG
CART CORRAL
I E UT/L/TYBOX
D DRAINAGE INLET /MANHOLE
IRRIGA T /ON CONTROL VAL VE
SIGN SAS NOTED)
S ! SEWER MANHOLE
U
WHEEL STOP
L I_] CA TCH BA SIN
LL
UTILITY VAUL T
0 I
F /RE HYDP.4NT
WA TER METER
M WA TER VA VE
L
BOLLARD
L -
oO LIGHT POLE 2 LAMP
LIGHT POLE -4 LAMP
9.
HAND /CAP PARK /NG STALL
N
C'7 _J
y
l'- - EX /STING TREE
EX /STING PALM TREE
OHE OVERHEAD ELECTR /C
EX /STING FENCE
MILLING SL OPE /ND /CA TORS
A d
Mrs
P
LEGEND
EXISITNG
DEMOLITION: GENERAL NOTES
A. THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE
CLIENTS SITE WORK SPECIFICATIONS.
B. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF THE EXISTING
STRUCTURES, RELATED UTILITIES, PAVING, AND ANY OTHER EXISTING
IMPROVEMENTS AS NOTED, SEE SITE WORK SPECIFICATIONS.
C. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL DEBRIS, RUBBISH
AND OTHER MATERIALS RESULTING FROM PREVIOUS AND CURRENT
DEMOLITION OPERATIONS. DISPOSAL SHALL BE IN ACCORDANCE WITH
ALL LOCAL, STATE AND /OR FEDERAL REGULATIONS GOVERNING SUCH
OPERATIONS.
D. THE GENERAL CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY
TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE
CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR SHALL BE
HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT
PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS
PROJECT.
E. ENGINEER'S NOTICE TO CONTRACTOR
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION
AND /OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS
IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND
WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION
IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR
MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE
ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL
BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING
UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON
THE PLANS.
111IM'
SITE: CONSTRUCTION DETAILS
12D SAWCUT DETAIL (t 785 L.F. TOTAL)
KEY NOTES
REMOVE EXISTING SIGN (25 TOTAL)
2N REMOVE EXISTING CURB AND GUTTER(68t L.F. TOTAL)
3N REMOVE EXISTING STRIPING
4N REMOVE EXISTING AC PAVEMENT (11,849± S.F. TOTAL),
5N REMOVE EXISTING CURB (75t L.F. TOTAL)
6N REMOVE EXISTING LANDSCAPE (108± S.F_ TOTAL), CONTRACTOR TO COORDINATE
W /CITY ON EXPANDING THE LANDSCAPE AT ADA UPGRADE AREAS.
7N NOT USED
8N NOT USED
gN NOT USED
10N REMOVE EXISTING CONCRETE SIDEWALK (289± S.F. TOTAL),
0 50' 75' 100'
SCALE IN FEET
ire U) V
CART CORRAL
I E UT/L/TYBOX
D DRAINAGE INLET /MANHOLE
IRRIGA T /ON CONTROL VAL VE
SIGN SAS NOTED)
S ! SEWER MANHOLE
U
WHEEL STOP
L I_] CA TCH BA SIN
LL
UTILITY VAUL T
0 I
F /RE HYDP.4NT
WA TER METER
M WA TER VA VE
1 UT/L/TYPOLE
BOLLARD
D W
LIGHT POLE OVERHANGING
oO LIGHT POLE 2 LAMP
LIGHT POLE -4 LAMP
Q
HAND /CAP PARK /NG STALL
N
C'7 _J
y
l'- - EX /STING TREE
EX /STING PALM TREE
OHE OVERHEAD ELECTR /C
EX /STING FENCE
MILLING SL OPE /ND /CA TORS
DEMOLITION: GENERAL NOTES
A. THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE
CLIENTS SITE WORK SPECIFICATIONS.
B. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF THE EXISTING
STRUCTURES, RELATED UTILITIES, PAVING, AND ANY OTHER EXISTING
IMPROVEMENTS AS NOTED, SEE SITE WORK SPECIFICATIONS.
C. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL DEBRIS, RUBBISH
AND OTHER MATERIALS RESULTING FROM PREVIOUS AND CURRENT
DEMOLITION OPERATIONS. DISPOSAL SHALL BE IN ACCORDANCE WITH
ALL LOCAL, STATE AND /OR FEDERAL REGULATIONS GOVERNING SUCH
OPERATIONS.
D. THE GENERAL CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY
TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE
CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR SHALL BE
HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT
PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS
PROJECT.
E. ENGINEER'S NOTICE TO CONTRACTOR
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION
AND /OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS
IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND
WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION
IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR
MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE
ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL
BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING
UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON
THE PLANS.
111IM'
SITE: CONSTRUCTION DETAILS
12D SAWCUT DETAIL (t 785 L.F. TOTAL)
KEY NOTES
REMOVE EXISTING SIGN (25 TOTAL)
2N REMOVE EXISTING CURB AND GUTTER(68t L.F. TOTAL)
3N REMOVE EXISTING STRIPING
4N REMOVE EXISTING AC PAVEMENT (11,849± S.F. TOTAL),
5N REMOVE EXISTING CURB (75t L.F. TOTAL)
6N REMOVE EXISTING LANDSCAPE (108± S.F_ TOTAL), CONTRACTOR TO COORDINATE
W /CITY ON EXPANDING THE LANDSCAPE AT ADA UPGRADE AREAS.
7N NOT USED
8N NOT USED
gN NOT USED
10N REMOVE EXISTING CONCRETE SIDEWALK (289± S.F. TOTAL),
0 50' 75' 100'
SCALE IN FEET
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SUIBCONSULTANTS:
No. I Description Date
p
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a
W 2
EX 06/3012009
CAS -F
DEMO
Project number 0508102
Date 9/19/08
Drawn by AF
Checked by ECF
C 2
Scale AS NOTED
T.L.E. I
IinihSurface
D
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E
I C3
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PARKING RATIa
A.
CENTER SO.Ff. NO.dSPACES RAT1(I= IvmN10lsari 1.01000
E%ISTNC 126,661: a92 7.011000
PAMN 0 126.061± 880 7.0/1000
f1CCFTSSIF3LF- F-AFZKIMG
VAN PANCINC Ct1RRENT b F•RiIVIDED
AGGESSO,L PARKIN(; j2 (:url&NT 15 vRW0LI1
TU,AI 27 CURRENT 2U PROVIDED W^^m_
SITE: GENERAL NOTES
A. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED.
B. ALL CURB RETURN RADII SHALL BE 2' OR 10', AS SHOWN TYPICAL ON THIS PLAN, UNLESS
TYPE E CURB (±160 L.F. TOTAL)
OTHERWISE NOTED -
C- UNLESS OTHERWISE SHOWN, CALLED OUT OR SPECIFIED HEREON OR WITHIN THE
y
SPECIFICATIONS:
CARTS TO BE KEPT FREE FROM HANDICAP ACCESSIBLE AREA" SIGN (5 TOTAL)
PAVEMENT SHALL BE INSTALLED IN ACCORDANCE WITH DETAIL 1D.
5D
ALL HANDICAP ACCESSIBLE AND VAN ACCESSIBLE SPACES SHALL BE PAINTED PER
DETAIL 14D.
ACCESSIBLE PARKING SYMBOL (20 TOTAL)
ALL PARKING STALL STRIPES (EXCEPT FOR HANDICAP AND VAN ACCESSIBLE) SHALL BE
7D
PAINTED WITH 4" WHITE LANE STRIPES AND MEET CITY STANDARDS
ALL LANDSCAPING TO BE REMOVED SHALL BE RELOCATED IN THE PROPOSED
CROSSWALK / PEDESTRIAN CROSSING" DETAIL
LANDSCAPE ISLANDS. CONTRACTOR SHALL RELOCATE IRRIGATION AS REQUIRED.
D. ALL PARKING LOT SIGN BASE SUPPORTS SHALL BE INSTALLED PER DETAIL 13D.
E. ALL ACCESSIBLE PARKING STALLS SHALL HAVE SIGNAGE INSTALLED PER DETAIL 5D.
F. WALKS AND SIDEWALKS SHALL BE 48" MINIMUM IN WIDTH.
G. WALK AND SIDEWALK SURFACES SHALL BE SLIP- RESISTANT AS FOLLOWS:
rr
VJ
A. SURFACES WITH A SLOPE OF LESS THAN 6% GRADIENT SHALL BE AT LEAST A
SAWCUT DETAIL
SLIP - RESISTANT AS THAT DESCRIBED AS A MEDIUM SALTED FINISH.
130
B. SURFACES WITH A SLOPE OF 6% OR GREATER GRADIENT SHALL BE SLIP - RESISTANT.
H. WALK AND SIDEWALK SURFACE CROSS SLOPES SHALL NOT EXCEED 1/4" PER FOOT (2 %)
L WALKS, SIDEWALKS, AND PEDESTRIAN WAYS SHALL BE FREE OF GRATINGS WHENEVER
15D
POSSIBLE- FOR GRATINGS LOCATED IN THE SURFACE OF ANY OF THESE AREAS, GRID
OPENINGS IN GRATINGS SHALL BE LIMITED TO 1/2" IN THE DIRECTION OF TRAFFIC FLOW.
CURB CUT RETROFIT RAMP( 1 TOTAL)
IF GRATINGS HAVE ELONGATED OPENINGS, THEY SHALL BE PLACED SO THAT THE LONG
170
DIMENSION IS PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL.
J. ALL PRIVATELY OWNED CURBS OR SIDEWALKS INTENDED FOR PUBLIC USE IN COMMERCIAL
CAST IN PLACE TRUNCATED DOMES ( 228 t S -F_ TOTAL)
FACILITIES SHALL BE ACCESSIBLE TO PEOPLE WITH PHYSICAL DISABILITIES PER THE LOCAL
19D
BUILDING CODE.
K. WARNING SIGNS" ARE TO BE LOCATED AT ALL ENTRANCES FROM PUBLIC RIGHT OF WAY
CONCRETE CURB AND GUTTER (60 L.F- TOTAL)
SITE: CONSTRUCTION DETAILS
0 50' 75' 100-
B C
GARDEN
C3
SCALE IN FEET
CEN
1. _N I
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150 _.,. ... --
11
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NNi pp
18D
J7N8D1YP. - -_. - -- - -- i
ppp _
V 11 _._
i -
lap
12 S.F.
Finished Surface 104.05 12 S.F. 180 RAMP 104.18 12 S.F.
lap
MP 104.27
Top Of Curb 104.05 12 S.F. RA 109 A, RAMP tL 4 1
150'
12 S.F. Finished Surface 103.52 12 S.F. 18D
12 S.F.
L1 _ 150 -
12 S.F.
150
RAMP 104.25 150
T Of Curb 104.1
5D
TYP
1ti/ ?03,63.
Top Of Curb 104.15
Top Of ur 103.53, Finished Surface 103.61
Top Of Curb 104.07
Finished S ace 103.55
12 S.F.
180
EXISTING BUS`' -)) stow) 104 -t8
Q
11D
fJ
4D STOP ` 1
Finished Surface
104199 Bldg 105.06 %
m ... - - --
T Of Curb
Curb 104
o 4D 12 S.F. lydp Sanitary Sawrof6laan oul 104.14 1 -
a
KNOWNP, 1 104.02 L
DW 104,24 D 7N
Bld 105.11 OW 104.25 T p f Curb 104 25 1 --
K
c
C Top Of C&J 104 10 _ = v
aa110 Finished Surface 103 58 - OW 104 U9 -
Fwf 103.2 -_- \ -- ..... - -
Fin -hei u,faca 103 7D i ® ® a ® O PARKING ® z ® ®
NO PARKING _._... _ .-
y . --
o2u ur _ ---- ...... .... ........ ... ._ -Flow Line 103.67
Y
VAN FS 10 .2 _ -. - .....- ... -.. _.- _
SMH 103.53 .... ....-- ._... - . , ..... _... ......._ ..._..._._
104 13
1OD
12 S.F. __- -- - -.___
Inn `ItRt (rz 1Fi- --"'-__ .
f "9iii, urk iHa.0 ---- - - - -=- N Finished Surface 103.17 ..
A 4399
104.15
Finished Surface 10 95 UW
s
7D
ir,ishad Surface 102.,98 -J. F '
v7° / -- _ _ _ ... ...... 12 S.F.
170 12S. F: iso
LI 7
Finished rfa(.e 102.82 ° - -- .._.......... _ _.... ..
Finished Surface 102.9r
o . _ __ - -- - - - - - - - - - - - S 102.94 F5 1 36 ... F& t65-.
TIC 103.95 .- --- ::......FS .
TC 103.86 T ip3.
MATCH EX.
S 102.97 MATCH EX.
3 FS 103.45 3•F• FS 103.48
TYP.
S 102.94 --rFl FG ifl341 _.. _ _. _.
aD 7N
FS 103.14
Finisf,ed Surfa,e 103.19 Q _ Li 10345 Finished Surfa(x 03.
Hydrant 104.90
Finished Surface 103.20 -. -.- ...... Fin, hed Surlace 104.00
SF. F
1D
Finished Surface 103.06
110
Ut Curb 1 nis eMirf5P.e TUi40 F ini SuliaCe 103 0 - Finished Surface. .9704.40
Top Of Curb 10359 -- - -
o Of Curb 103.63 Top UUt C 1 'i.yy'1 - - - .... _ . .
12 S.F.
Finished Surf
Lip 103.22 '`
i - '
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Finished SurfL p 10 .
11
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180
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12 S.F.
150 <. - c
WC
7 L.F
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Lip 103.79
60
Sort., .l'
1UfFilr ±shed rice 1 .17 - ..... ............. ! -._
103.03 TC 103.62 03.62
W y
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y y y q V
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103' n0PA:!
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Frushed Surface
10N FS 109Nj
FI ±shed Surface 102.88
r y m y
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0 1 1 oq Of Curb 104.54FinishedSuT.fiB ' 9N F niched SuliaCe 1D /
3
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S10P - _
Fu5l5hed Surtace 100O4r,. y y NSlnping 102.83. w •v 90 L.F.
zp '
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a- 90 L.F. ® W
TC 103.11
y y
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FS 103.00 _ J
Striping 101.
99 ®
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FS 102.56 --
Finished Surface 101.22 - Finished Surface 101.27 -- - -- 1
Striping 101 76
Striping 101,88
IUD TY 475 S.F. NOPAtaKIN6 1 Top Of Curb 104.47
NO PARKING
NO PARKING 4V5 S.F. NO PARKING N
aN Finished Surface 103.90
Too_ 1f C(!r9.140,55 or
Finished Surface 101.33 ................ ... _..- - - --- -- --............ o _ ... ..--- ...._._.
BN
Surfaceurface 100.03 _.........
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Finished Surface 100 47 %
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FS 102.28 e I MArUr+ iX.Surface 103.33 ``Finished Surface
7N .
O Finished Surface 100.55 FS 102.99
o .- - - - -- Finished Surface 103.48 .
Fffifoed Surf iyt -1. Q4 90
MATCH EX._y finished Surface 101.64
Finished Surface 1.91
Finished Surface 103.28 Finished Surface
FS 101.50 1D
SITE PLAN
C3
1D ASPHALT PAVING DETAIL (±10,932 S.F. TOTAL)
2D TYPE E CURB (±160 L.F. TOTAL)
0
3p WARNING SIGN (1 TOTAL)
y 4D CARTS TO BE KEPT FREE FROM HANDICAP ACCESSIBLE AREA" SIGN (5 TOTAL)
11 5D ACCESSIBLE" PARKING SIGN (20 TOTAL)
6D ACCESSIBLE PARKING SYMBOL (20 TOTAL)
VAN 7D VAN ACCESSIBLE PARKING SYMBOL (5 TOTAL)
8D CROSSWALK / PEDESTRIAN CROSSING" DETAIL
W
9D YIELD" PAVEMENT MARKING (8 TOTAL)
Iq PAW(MG tOD NO PARKING" PAVEMENT MARKING (12 TOTAL)
JO
110 PEDESTRIAN CROSSING" SIGN (8 TOTAL)
rr
VJ
120 SAWCUT DETAIL
130 SIGN BASE DETAIL
140 TYPICAL PARKING LOT STRIPING DETAILS
V
15D PROPOSED CONCRETE PAVING (378 ± S.F. TOTAL)
160 CURB CUT RETROFIT RAMP( 1 TOTAL)
170 WHEELCHAIR RAMP DETAIL (2 TOTAL)
18D CAST IN PLACE TRUNCATED DOMES ( 228 t S -F_ TOTAL)
19D SITE SPECIFIC STRIPING DETAIL
200 CONCRETE CURB AND GUTTER (60 L.F- TOTAL)
O SITE: CONSTRUCTION KEYNOTES
7N PEDESTRIAN CROSSING 6" WIDE STRIPES @ 2' O.C.
8N PROPOSED LANDSCAPE AREA ( ±950 S.F- TOTAL). CONTRACTOR TO
COORDINATE WITH LOCAL MUNICIPALITY REGARDING THE LANDSCAPE
ISLAND MODIFICATION.
9N CUSTOMER PARKING STALL (YELLOW STRIPING)
10N SLOPE IS TO MATCH SLOPE OF ADJACENT PAVEMENT
SURFACE
T C 0361 7
inishe sa ace ,D3.s3-
FS 103.18
To Of Curb 103.95
Finished urface 103.45 T p C 1 4 1
Fi i. u e 1 5
Finis1he I Surface 102.95 - -- -- ---
MATCH EX. l 7
T
5D
FS 102.64
nisrop
Surface 103,03
4D -B3N lu"\
i104.03
I 4.6% - FS 103.53 \
Top Of CG3.t / C -/v- p Of Ci irb 4.02
Finished Surf acz 103 Fin09 -• ished uyi U' r2
F 13.0
y
15D
Finished Surface 1U2.95
12. .F. 18D
F.
I . i
NO PARKING ,p0
1D
1
S 104.23
FS 103.0 I 04 ,7
IT up 0 103 99
FiniFhed si3aJ 10354
160
5% 1
20 \.
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Finish Syta(i °LO .9:iT 10- -
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Bw 104.
MATCH EX.
TC 104.01 -
TC 104.02
FS 102.55
FYIn s1S?E1,n(:c 1013.49
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SUBCONSULTANTS:
No. Description Date
8S
N 64 ° z
EXPI 0002009
SITE
Project number 0508102
Date 9/19/08
Drawn by AF
Checked by ECF
C 3
Scale AS NOTED
T ERGCIPiA7 )RO•
SNAIWAI TRANSITIO1,i
AQgMIG VEMIAAR
5KXWAK NOT TO EXCEED
SLOPE IN AM'
DIRECTION
NOTE: REFER TO MFG RECOMMENDATIONS FOR ALL INSTALLATION
SPECIFICATIONS
DETAIL I
A
dSFIFCTDFSIRFDCOlLOR o0ov 0000000000000000000000•
DARK GRAY (FEDERAL COLOR NO. 36118) •0 0
YELLOW (FEDERAL COLOR NO a3SM)
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NOTES
1 INSTALLATION TO BE COMPLETED IN ACCORDANCE WMI MANUFACTURER'S SPECIFICATIONS.
2 DO Not SCALE DRAWINGS.
3 FOR CUSTOM SIZING C(NtA(-t MANIXACtURER
4 CONTRACTORS NOTE FOR PRODUCT AND COMPANY INFORMATION VISIT xrAw CADWails wwok)
REFERENCE NUMBER 681-001 F
5 COORDINATE Will IN CEC PRIOR TO CONSTRUCION
CALIFORNIA ONLY) CAST IN PLACE ARMOR rIL_F DrCTI I WA
PARKING DETAIL
N.T.S.
NOTES:
1. ADA AREAS SHALL NOT EXCEED A 4.8'ACCESS AISLE SHALL BE PLACED ON
2% CROSS SLOPE IN ANY DIRECTION. THE PASSENGER SIDE OF A VAN
ACCESSIBLE SPACE
2- SEE SITE PLAN FOR TOTAL
LAYOUT 5, ALL DIMENSIONS ARE TO CL OF STRIPE
3- THESE DETAILS ARE FOR REFERENCE
UNLESS OTHERWISE INDICATED
AND DIMENSION CONTROL ONLY
13 ALL STRIPING SHALL MEET OR EXCEED
THE VILLAGE OF EAST SYRACUSE STANDARDS
NOTE: GUTTER SLOPE TO MATCH
ADJACENTPAVEMENTQU
TRAVERSE AND LONGITUDINAL.
112- MIN. RADIUS I
MAX. RADIUS
11- MiN.
IIS17" MAX.
P.C. CONCRETE
CONTRACTOR TO PROVIDL
PRIME COAT AND TACK
COAT TO FACE OF CURB
WHERE CURB CONTACTS
12-
ASPHALT.
24' MAX.
1/2 -MIN. RADIUS I
MAx. RADIUS
SIDEWALK
Reference Site Plan
I
CURB CUT RAMP
RETROFIT ONLY
NT;
K=Z PL= -
F _NT -ER - 1—11 SIML I&OVINICAU-Y
CROSS SLOPE OF LANDING
AREAS SHALL NOT EXCEED
CGNFORNENCE WFTH ADAG.
1 FL F - TI Is A A RETRoI- -
ITr FEBERAL
4 Mt TS sRA(I RF Ifts- 1 -0 -CcNF-I T. YELLM TnnERAL cI No
LANDING AREAS
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ACCE$SIBJIE-
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NOT DISPLAYING
12* x 91
DISTINGUISHING PLACARDS NOTE
FIRE LANE MARKING MATOR_
OR LICENSE PLATES PROVIDE 9'0 X
T JNoIBRW
ISSUED FOR PERSONS '
DEEP CONC.
WITH OISABILITIES
2' -0
CODE
MAY BE TOWED AWAY AT FOOTING.
Lo
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OWNERS EXPENSE.
TOWED VEHICLES MAYBE
W
RECLAIMED AT
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T ERGCIPiA7 )RO•
SNAIWAI TRANSITIO1,i
AQgMIG VEMIAAR
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SLOPE IN AM'
DIRECTION
NOTE: REFER TO MFG RECOMMENDATIONS FOR ALL INSTALLATION
SPECIFICATIONS
DETAIL I
A
dSFIFCTDFSIRFDCOlLOR o0ov 0000000000000000000000•
DARK GRAY (FEDERAL COLOR NO. 36118) •0 0
YELLOW (FEDERAL COLOR NO a3SM)
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uQ
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SECTION BS
NOTES
1 INSTALLATION TO BE COMPLETED IN ACCORDANCE WMI MANUFACTURER'S SPECIFICATIONS.
2 DO Not SCALE DRAWINGS.
3 FOR CUSTOM SIZING C(NtA(-t MANIXACtURER
4 CONTRACTORS NOTE FOR PRODUCT AND COMPANY INFORMATION VISIT xrAw CADWails wwok)
REFERENCE NUMBER 681-001 F
5 COORDINATE Will IN CEC PRIOR TO CONSTRUCION
CALIFORNIA ONLY) CAST IN PLACE ARMOR rIL_F DrCTI I WA
PARKING DETAIL
N.T.S.
NOTES:
1. ADA AREAS SHALL NOT EXCEED A 4.8'ACCESS AISLE SHALL BE PLACED ON
2% CROSS SLOPE IN ANY DIRECTION. THE PASSENGER SIDE OF A VAN
ACCESSIBLE SPACE
2- SEE SITE PLAN FOR TOTAL
LAYOUT 5, ALL DIMENSIONS ARE TO CL OF STRIPE
3- THESE DETAILS ARE FOR REFERENCE
UNLESS OTHERWISE INDICATED
AND DIMENSION CONTROL ONLY
13 ALL STRIPING SHALL MEET OR EXCEED
THE VILLAGE OF EAST SYRACUSE STANDARDS
NOTE: GUTTER SLOPE TO MATCH
ADJACENTPAVEMENTQU
TRAVERSE AND LONGITUDINAL.
112- MIN. RADIUS I
MAX. RADIUS
11- MiN.
IIS 17" MAX.
P.C. CONCRETE
CONTRACTOR TO PROVIDL
PRIME COAT AND TACK
COAT TO FACE OF CURB
WHERE CURB CONTACTS
12-
ASPHALT.
24' MAX.
1/2 -MIN. RADIUS I
MAx. RADIUS
SIDEWALK
Reference Site Plan
I
CURB CUT RAMP
RETROFIT ONLY
NT;
CROSS SLOPE OF LANDING
CROSS SLOPE OF LANDING
AREAS SHALL NOT EXCEED
AREAS SHALL NOT EXCEED
2% IN ANY DIRECTION 2% IN ANY DIRECTION
CROSS SLOPE OF CROSS SLOPE OF
LANDING AREAS LANDING AREAS
SHALL NOT SHALL NOT
EXCEED 2% N EXCEED 2% IN
ANY DIRECTION ANY DIRECTION
12" 2-
BACK OF CURB
OR SCORE LINE
TER TO DETECTABLE WARNING DETAIL
CROSS SLOPE OF LANDING
AREAS SHALL NOT EXCEED
2% IN ANY DIRECTION
GROOVED BORDERS SHALL
BE ON THE LEVEL SURFACE
AT THE TOP OF RAMPS
REFER TO DETECABLE WARNING
DETAIL
Y4,
GROOVE BORDER DETAIL
T
T
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60' STRIPING DETAIL
5T
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PARKINK31.0t STRIIp
5" Portland Concrete
I AGGREGATE BASE TYPE 11, CLASS A
COMPACTED To 95% MAX- DRY5eDENSITYPERASTMTESTMETHOD
61 1557-914! SUBGRADE COMPACTED TO
95% MAX- ORY DENSITYPERGROOVEDBORDERSSHALL
BE ON THE LEVEL SURFACE
ASTM TEST METHOD D1557-91. L,
AT THE TOP OF RAMP$
41"
PORTLAND CONCRETE PAVING
N T S
N•TES:
i. BOTH SIGNS SHALL BE IN ACCORDANCE W1 rH THE I ATEST MUTCD EDITION,
WARNING SIGNS W1
EN
1
BA6-
IP (OTTOM
A I' UORESC ENT YELLOW-GRECKGBROI ]NO )
WITH A BLACK LEGEND ON
SURFACE SHALL HAVE 36" SECTION OF- SIDEWALK NOTE: "PEDESTRIAN CROSSING" SIGN
DETECTABLE WARNINGS IF TRAVEL WHEN SAWCUT ABUTS PROPOSED CONCRETE PAVING, [I I DI
SURFACE ADJOINS VEHICULAR TRAFFIC
N.T.S.
SIDEWALK AND CURB AND GUTTER SHOWN SHALL BE
ZERO CURB INTERFACE' CURB AND/OR GUTTER REPLACED WITH THE TYPICAL. PAVING SECTION.
REFER TO SITE PLAN
2. FOR TYPE)
PROPOSED A.C.
PAVING
EXISTING A.G.
PAVING
CONTRACTOR SHALL
PROVIDE A CLEAN AND
ASPHALTIC CONCRETE. PAVING
SEE PAVING DETAILS FOR T_ '%,_EXISTING STRAIGHT SAWCUT.
PAVEMENT SECTIONS, SUBBASE,
SUBGRADE AND BASE
BASE
St J18GRADE AND COMPACTION -
CONTRACTOR TO PROVIDEPRIMEFOUFREIVILNI'S
ISOMETRIC GROOVE BORDER DETAIL
SHALL BE COMPACTED TO
95% MAX. DRY DENSITY COAT AND TACK COAT TOFACETYPE "A" CONCRETE
PER ASTM D 1567
SAWCUT DETAIL
WHERE NEW CURBING MEETS
CURB AND GLITTER NEW A.C., AND WHERE NEW A.C.
MODIFIED WHEELCHAIN RAMP PATH MEETS EXISTING A.C.
T-URBA 12/17/04
N-T.S.
NtS
D
Z.1
Finished Surface 104.05 RAMP 104.18 <1
RAMP 104,27 Top Of Curb 104.05 RAMP 104.26 RAMPIIAFinishedSurface103.52
RAMP 104.25 -Top Of Curb 104.16
rla-;e.103 63
C3 Top Of Curb 104.15
Top Of Curb 103,53 Finished Surface 103.61
14
Top Of Curb 104.07
Finished SL face 103.55 S'. t04_18
z - Bldg 105.06OfCurb103,80 SianI S.". Out 104.14
rfFinishedSurface 10
Z
zi
Te 2
KNOWINIPTI 104-02 DW 104.24 <
1 T Of Curb 104.25
Top Of Coij 104.10 Bid" 05.11 -F)w 104 25 P
Ow 104 09 A
00
Finished Surface 16.5
0/ /o/ /0/ NO PARKING
Fin Ined Surface 103 0 z z /NO PARKING -
757=ui b 104 or - - - I ou OT (;,If 1) N -
I-Iny, Line 103.81SMH103.53
z/
iAN ' "
I
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hed S L rfare 1 OJ2: '
Fini. ed Su face 103 07 Finished Surface 103.17
i 10415
5.00 -9.50-
11 11-%
finish c '!rI T,'P 112.,48 8"WHITE STRIPE
5.001 -A-50-- 5-00 --9.60---9.50--12.22- TYPICAL
S 2.9 1 - Surface to .
Fvlv,hr-,I 1;u,fico 10287
6* WHITE
Finished
4" OUTLINE BLUE STRIPE -
STRIPE @
TYPICAL ALL ADA STALLS K--w-m
2' -0" O.C.
TYPICAL.
If, Finished Surface 10319
REFLECTIVE WHITE
TRAFFIC PAINT
VAN
1.
11 3TYP.
NOTE;
1. LETTERING SHALL BE APPLIED ACCORDING
TO REQUIREMENTS AS OUTLINED IN SECTION
1129B OF THE 2001 CEIC EFFECTIVE
NOVEMBER 1, 2002
Al$t I SICN I OCATIONS 90° PARKING
VAN"
PAVEMENT MARKING
N.T.S.
TV
SIGN
AISI F SIGN LOCATIONS • 60• PARKING
TRUCK (
REFERENCE Sili, PLAN FOR
6A
LOCATION)
NTRAif UNLESS SHOWINOTHLRWISEONSITF.PIAN)
I' WHITE S1111111
TYPICAL CUR,
k I SPIT Pi AN GLITTER
EE
ARIES (OrIN
SITE
IN. .1
If
iwxR c WHITE STRJPE)
IrWHITEIRIFIES
1Z NOTE: SE.IE..,
Z-1 lzl=
1) MARKINGS FOR STREET SHALL BE
C
PARTIAL ELEVATION ACCORDING TO LOCAL CODE REQUIREMENTS
PI AN VIEW AND AS OUTLINED IN SECTION 38 OF THE IT
MANUAL ON UNIFORM TRAFFIC CONTROL (UNLESS SHOWN
BREAK AWAY CHANNEL POST
OTHERWISE ON SITE
DEVICES FOR STREETS AND HIGHWAYS. PLAN)
SITE SIGN BASE DETAILS
a n
2) MARKINGS WITHIN PRIVATE PARKING LOT
SIGN (REFERENCE SITE
SHALL BE PER THIS DETAIL- PLAN FOR LOCA rioNj
3) THESE MARKINGS ARE TO BE PAINTED
REFLECTIVE WHITE-
CROSSWALK/PED- CROSSING
8
NTS
REFLECTIVE
WHITE TRAFFIC
PAINT NO
1. _
6'
TYP.
NOTE: ALL LETTERING TO BE
SOLID YELLOW REFLECTIVE
TRAFFIC PAINTr PER co
DIMENSIONS.
12'
TYP
5.75
TYP
NOTE
1, LETTERING SHALL BE APPLIED ACCORDING TO
REQUIREMENTS AS OUTLINED IN STATE AND LOCAL
MUNICIPAL CODES.
NO PARKING"
PAYMENT MARKING "
YIELD" PAVEMENT
I T.S.
MARKING
N T.S.
CONTRACTO IS
TO A GN
STRIP G TO
ENTRANCE
DOOR
ib ie u Ce ints P.
Finished Surface
Top Of Curb 1 =I. FLniiiilii- _,,Macelum 4 1 IU 0 "
n'Shed Surfice 104 DO/
Finish
Top Of Curb 103.59 . . ....
Top Of Curb 103.63
r, 3
To
Finished Surface 103 13 r, ru s h Ed Tu (d"a'ce" '
118133
61
Fioishe,j
R10.00 0.00
ce 103 13
7
L,
50
C 4 WHITESTRIPEff3.50
STOP_ 16
IPwFinishedSurface102.07
Finished TYPICAL.
03 95
Finished Surface 102.60 - 1, 'r
IT
dSLIrf01 1f)? Finished '17 R
3,50 3.50 )150 Finishe Surf
To OfCu
Rawil NO PARKING 0PARKING88.
02 6. Finished rface 103-4549. Fi ished Surface -
4.0(
finished Surfs
She urfaI
Finishfl I S.rf_ 102.95
4ng102.833.50 140r_
1
CL 1,4 1,
@ 2'-0l O.C. (TYP.) 9. 9•
XOR9 -4
t__,
Top Df Curb 1 03.52
SW 12999
SPECIFIED BY
Finished Surface 103,03
Striping 101.99 CAL CODE. 9. o
Finished Surface 101 27
A -
19.06
Finished Surface 101.22
Striping 101.76 \-
Striping 10 . 1.88 + Top Of Cu 03-67 < Top Of C 4.02
NO PARKING NO PARKING
To Of urb t 5. NO PARKING 5. NO PARKING
Finis Ed Surface 03.0 >
101
9.00--
rb 104 T
Finished RLjrfac 1 3
FinishedISh% Oft Ca".
r" '
I
Finished Surface 00
I I -.-- Finish Surface 102.9, % -,
Station 100,00
r Finished
Finished Surface 100.5!
GARDEN CENTER AND HOME CENTER
C-4
1:20
Striping I
Finished Surface 103.48
01-91
Finished Surface
Finished Surface 1
LBW 164.27
9•
op do 103.99
F1 ished 103.54
Surface 102.95
A
rD TIRE & LUBE EXPRESS
1:20
TLN
3 "* TYPE B ASPHALT
CONCRETE
AGGREGATE BASE TYPE 11, CLASS A
COMPACTED TO 95% MAX DRY
DENSITY PER ASTM TEST METHOD
D1557-91-
SUBGRADE COMPACTED TO
95% MAX. DRY DENSITY PER
ASTM TEST METHOD D1557 -91. *
ALL DIMENSIONS TO
BE VERIFIED AND
ASPHALT PAVING
E]
APPROVED BY CEC.
N.T.S.
FACE OF CURB
BACK OF CURB
1/2' MIN. RADIUS 11'
6" RADIUS
OF CURB
MIN
6- MAX. MIAX RADIUS
TT CONTRACTOR TO PROVIDE
PRIME COAT AND TACK
P.C. CONCRETE COAT TO FACE OF CURB
WHERE CURB CONTACTS
ASPHALT.
A, SPHALTIC CONCRETE PAVING
SEE PAVING DETAILS FOR
PAVEMENT SECTIONS. SUBBASE,
SUBGRADE AND COMPACTION
REQUIREMENTS.
TYPE "E" CUIR
0
N. T. S.
PARKING
18" MIN.
0
3`
4-a
I
4. E u)
C:
910•111111M
FACE OF CURB
BACK OF CURB
1/2' MIN. RADIUS 11'
6" RADIUS
OF CURB
MIN
6- MAX. MIAX RADIUS
TT CONTRACTOR TO PROVIDE
PRIME COAT AND TACK
P.C. CONCRETE COAT TO FACE OF CURB
WHERE CURB CONTACTS
ASPHALT.
A, SPHALTIC CONCRETE PAVING
SEE PAVING DETAILS FOR
PAVEMENT SECTIONS. SUBBASE,
SUBGRADE AND COMPACTION
REQUIREMENTS.
CARTS TO BE
REMOVED
AND OR
KEPT FREE
22" IN
FROM
HANDICAP
ACCESSIBLE
AREAS
NOTE- PROVIDE 9'0
X FOOTING. 7-0"
DEEP CONC.
CARTS TO BE REMOVED AND KEPT FREE
FROM HANDICAP ACCESSABLE AREA
N.T.S. El
THIS SIGN TYPICAL AT
ALL ACCESSIBLE
PARKING SPACES
THIS SIGN TYPICAL
AT ALL VAN
ACCESSIBLE
PARKING SPACES
WARNING SIGN WITH I* WORDING -
AS REQUIRED BY STATE OR PER
LOCAL CODE
RESERVED
TYPE "E" CUIR
0
N. T. S.
PARKING
18" MIN.
CONFORM TO LOCAL
R7-8 18'
GOVERNING
X 12,
CODES FOR
J
EXACT LOCATION
UNAUTHORIZED VEHICLES
ACCE$SIBJIE-
PARKED IN DESIGNIXTIED,
CY)
Lq
ACCESSIBLE SPACES
R100B
NOT DISPLAYING
12* x 91
DISTINGUISHING PLACARDS NOTE
N
OR LICENSE PLATES PROVIDE 9'0 X
W+' 0
ISSUED FOR PERSONS '
DEEP CONC.
WITH OISABILITIES
2' -0
F-
C:)
N
MAY BE TOWED AWAY AT FOOTING.
Lo
d7
OWNERS EXPENSE.
TOWED VEHICLES MAYBE
W
RECLAIMED AT
6i
I AKF ELSINORE PO
C)w
OR BY TELFPHQNiW,
J
0
245-3"
0
T_
WARNING SIGN
3D
N.T.S. T ,
17" MIN.
CARTS TO BE
REMOVED
AND OR
KEPT FREE
22" IN
FROM
HANDICAP
ACCESSIBLE
AREAS
NOTE- PROVIDE 9'0
X FOOTING. 7-0"
DEEP CONC.
CARTS TO BE REMOVED AND KEPT FREE
FROM HANDICAP ACCESSABLE AREA
N.T.S. El
THIS SIGN TYPICAL AT
ALL ACCESSIBLE
PARKING SPACES
THIS SIGN TYPICAL
AT ALL VAN
ACCESSIBLE
PARKING SPACES
WARNING SIGN WITH I* WORDING -
AS REQUIRED BY STATE OR PER
LOCAL CODE
RESERVED
PARKING
f " R7-8 18'
5 X 12,
J
VAN
R7-8A
ACCE$SIBJIE-
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6.
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Lq
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R100B
LO
12* x 91
ACCESSABLE PARKING SIGN
5D
N.T.S.
HC PARKING SYMBOL
sD
N.T.S.
PROJECT:
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SUBCONSULTANTS -.
Description Qate
CO
0
OF
DETAILS
Project number 0508102
Date 9/19/08
Drawn by AF
Checked by ECF
C 4
Scale NO SCALE
DATE: 3/19/2007 M: \3200 - Augusta II \AUGUSTA II- LOT177 -l.rdf Page 1
RESIDENTIAL FIRE SYSTEMS. INC.
2871 E. VIA MARTENS
ANAHEIM.CA 92806
RESIDENTIAL SPRINKLER SYSTEM
HYDRAULICS CALCULATION REPORT
FOR
AUGUSTA II @ ROSETTA CANYON
LAKE ELSINORE. CA
LOT 177. TRACTS: Z5476
LOT 177 FIRE SPRINKLER PLAN
2 HEAD KITCHEN /NOOK CALC.
Date: 3/19/2007
File No: 3312
Data File Name: AUGUSTA II- LOT177 -l.rdf
SPRINKLER SPACING
256.0 so. ft. /soklr.(max) Max. Dist. Bet. Soklrs: 16.0 ft.
Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 8.0 ft.
SPRINKLER SPECIFICATIONS
Mfr: Reliable Descr: R3516 CCP /FP Conc /Fl.Pend.(16xl6) K =4.90
Calculated K Factor for Arm -Overs & Droos:
1.0 ft. x 0.874 in. Drop: K =4.73 (Incl. 1 Tee)
0.0 ft. x 0.874 in. Arm -Over: K =4.70 (Incl. 1 Tee & 1 Ell)
PIPE SPECIFICATIONS
Type: BlazeMaster HWC: 150
WATER SUPPLY
Source: Public Test Date: 9/1/06 BY: EVMWD
Static: 80.6 Dsi Resid: 20.0 psi Flow:1500.0 gpm
Public Main Size: 6 in
Domestic Demand: 5.0 gpm at node number 23
SPRINKLER DEMAND
No.Soklrs. Min SDklr. Press. Node Total Avail. Reo'd
Flowing Flow (psi) No. Flow Press. Press.
1 14.0 8.8 1 19.0 80.6 31.4
2 14.0 8.8 1 34.Z 80.5 59.2
REVIEWING AUTHORITY
RCFD
DATE: 3/19/2007 M: \3200 - Augusta II \AUGUSTA II- LOT177 -1.rdf Page 2
RESULTS OF ANALYSIS
PIPE & NODE DATA FLOW ANALYSIS
1 sprinkler flowina 2 sprinklers flowing
FIXD
P # END LEN FIT. LOSS EL SP DISCH FLOW PF PT DISCH FLOW PF PT
HWC NOD DIA EOV.LN PUMP FT) IC) GPM) FL /FT PE CPSI) GPM) FL /FT PE CPSI)
1 1 11.50 L - -- 10.0 4.73 14.0 -14.0 2.00 8.8 14.0 14.0 2.00 8.8
150 2 0.874 7.0 - - -- 10.0 0.11 0.00 10.8 0.11 0.00 10.8
2 2 0.50 B - - -- 10.0 0.0 0.00 10.8 15.2 0.44 10.8
150 3 0.874 3.0 - - -- 10.0 4.73 0.00 0.00 10.8 15.2 0.13 0.00 10.3
3 2 4.80 R - - -- 10.0 14.0 0.63 10.8 29.2 2.45 10.8
150 4 0.874 1.0 - - -- 10.0 0.11 0.00 11.4 0.42 0.00 13.2
4 4 2.20 B - - -- 10.0 7.8 0.19 11.4 16.3 0.74 13.2
150 5 0.874 3.0 - - -- 10.0 0.04 0.00 11.6 0.14 0.00 14.0
5 4 7.80 BR - - -- 10.0 6.2 0.28 11.4 12.9 1.10 13.2
150 6 0.874 4.0 - - -- 10.0 0.02 0.00 11.7 0.09 0.00 14.3
6 5 10.00 L - - -- 10.0 7.8 0.62 11.6 16.3 2.43 14.0
150 7 0.874 7.0 - - -- 20.0 0.04 4.33 7.9 0.14 4.33 1Z.0
7 7 0.50 B - - -- 20.0 0.3 0.00 7.9 0.7 0.00 1Z.0
150 8 0.874 3.0 - - -- Z0.0 0.00 0.00 7.9 0.00 0.00 12.0
8 8 4.80 R - - -- 20.0 2.3 0.02 7.9 4.9 0.09 12.0
150 9 0.874 1.0 - - -- 20.0 0.00 0.00 7.9 0.02 0.00 1Z.1
9 9 2.50 B - - -- 20.0 0.0 0.00 7.9 0.0 0.00 12.1
150 10 0.874 3.0 -- -- 20.0 0.00 0.00 7.9 0.00 0.00 1Z.1
10 9 11.80 LR - - -- 20.0 2.3 0.08 7.9 4.9 0.30 12.1
150 11 0.874 8.0 - - -- 20.0 0.00 0.00 8.0 0.02 0.00 1Z.4
11 11 32.20 3R - - -- 20.0 2.3 0.14 8.0 4.9 0.54 12.4
150 12 0.874 3.0 - - -- 20.0 0.00 0.00 8.1 0.02 0.00 13.0
12 12 14.20 L3R - - -- Z0.0 2.3 0.09 8.1 4.9 0.37 13.0
150 13 0.874 10.0 - - -- 20.0 0.00 0.00 8.2 0.02 0.00 13.3
13 13 18.20 4R - - -- 20.0 6.5 0.59 8.2 13.6 2.29 13.3
150 14 0.874 4.0 - - -- 20.0 0.03 0.00 8.8 0.10 0.00 15.6
14 14 19.20 L2R - - -- 20.0 6.5 0.75 8.8 13.6 2.91 15.6
150 15 0.874 9.0 - - -- 20.0 0.03 0.00 9.5 0.10 0.00 18.5
15 15 4.50 B - - -- 20.0 7.5 0.25 9.5 15.5 0.99 18.5
150 16 0.874 3.0 - - -- 20.0 0.03 0.00 9.3 0.13 0.00 17.6
16 16 15.50 B - - -- 20.0 7.5 0.62 9.3 15.5 2.43 17.6
150 17 0.874 3.0 - - -- 20.0 0.03 0.00 8.7 0.13 0.00 15.1
17 17 13.50 L3R - - -- 20.0 7.5 0.79 8.7 15.5 3.09 15.1
150 7 0.874 10.0 - - -- 20.0 0.03 0.00 7.9 0.13 0.00 12.0
18 6 10.00 L - - -- 10.0 6.2 0.41 11.7 12.9 1.59 14.3
DATE: 3/19/2007 M: \3200 - Augusta II \AUGUSTA II- LOT177 -1.rdf Page 3
150 19 0.874 7.0 - - -- 20.0 0.02 4.33 7.8 0.09 4.33 11.6
19 13 25.00 B3R - - -- 20.0 4.2 0.36 8.2 8.8 1.42 13.3
150 18 0.874 6.0 - - -- 20.0 0.01 0.00 7.8 0.05 0.00 11.9
20 18 0.80 B - - -- 20.0 6.2 0.09 7.8 12.9 0.36 11.9
150 19 0.874 3.0 - - -- 20.0 0.02 0.00 7.8 0.09 0.00 11.6
Z1 18 9.80 R - - -- 20.0 2.0 0.03 7.8 4.1 0.12 11.9
150 8 0.874 1.0 - - -- 20.0 0.00 0.00 7.9 0.01 0.00 12.0
22 15 9.80 LR - - -- 20.0 14.0 1.93 9.5 29.2 7.51 18.5
150 20 0.874 8.0 - - -- 20.0 0.11 0.00 11.5 0.42 0.00 26.1
23 20 10.00 L - - -- 20.0 14.0 1.84 11.5 29.2 7.17 26.1
150 21 0.874 7.0 - - -- 10.0 0.11 4.33 17.6 0.42 4.33 37.6
24 21 4.00 - - -- 10.0 14.0 0.14 17.6 29.2 0.55 37.6
150 22 1.101 0.0 - - -- 6.0 0.04 1.73 19.5 0.14 1.73 39.8
25 22 6.00 LS - - -- 6.0 14.0 0.74 19.5 29.2 2.87 39.8
150 23 1.055 11.0 - - -- 2.0 5 5 -0.04 1.73 22.0 5 0.17 1.73 44.4
26 Z3 6.00 LB - - -- 2.0 5 5 -19.0 0.47 ZZ.O 5 34.2 1.40 44.4
150 24 1.265 9.0 - - -- 2.0 0.03 1.73 24.2 0.09 1.73 47.6
27 24 63.00 L - - -- 2.0 19.0 1.39 24.2 34.2 4.13 47.6
150 25 1.394 8.0 - - -- 2.0 0.02 0.00 25.6 0.06 0.00 51.7
28 25 34.20 BG -5.0 2.0 19.0 0.84 25.6 34.2 2.51 51.7
150 26 1.394 9.0 - - -- 2.0 SRCE - - -- -0.02 0.00 31.4 0.06 0.00 59.Z
Legend:
P - Pioe # LEN - Pine Lenath
DIA Pine Diameter FIT. - Pioe Fittinas
EOV. LN - Pine Equivalent Lenath FIXD LOSS Fixed Loss Device
PUMP - Pumn Pressure EL - Node Elevation
SP K- Factor DISCH - Discharae in oom
FLOW - Flow Rate FL /FT - Friction Loss ner Foot
PF Pressure Loss due to Friction PE - Pressure Loss due to Elevation
PT Total Pressure at Node
Fittina Code Letters:
E =45 Ell. L =90 Ell. B= TeeBch. R= TeeRun. C= Couola. S= SwaChk. G= GatVIv. X= X. Y= Y. Z=
The maximum velocity of water flow occurs in pipe 23
at 7.49 ft /s with 1 sprinkler flowina.
The maximum velocity of water flow occurs in pipe 3
at 15.61 ft /s with 2 sprinklers flowing.
PIPE FITTINGS TABLE
Pipe Table Name: standord.npt
DATE: 3/19/2007 M: \3200 - Augusta II \AUGUSTA II- LOT177 -l.rdf Page 4
PAGE: 6 MATERIAL: BlazeMoster HWC: 150
Diameter Equivalent Fittina Lengths in Feet
in) E L B R C S G X Y z
45 Ell 90 Ell TeeBch TeeRun CouDla SwaChk GatVly X Y z
0.874 1.00 7.00 3.00 1.00 1.00 5.00 2.00 0.00 0.00 0.00
1.101 1.00 7.00 5.00 1.00 1.00 8.00 2.00 0.00 0.00 0.00
1.394 2.00 8.00 6.00 1.00 1.00 11.00 3.00 0.00 0.00 0.00
PAGE: L MATERIAL: Cooper Tube -L HWC: 150
Diameter Eauivalent Fittina Lenaths in Feet
in) E L B R C S G X Y z
45 Ell 90 Ell TeeBch TeeRun Counla SwaChk GatVly X Y z
1.265 1.00 3.00 6.00 2.00 2.00 7.00 0.00 0.00 0.00 0.00
PAGE: M MATERIAL: Cooper Tube -M HWC: 150
Diameter Eauivalent Fittina Lengths in Feet
in) E L B R C S G X Y z
45 Ell 90 Ell TeeBch TeeRun Counla SwaChk GatVly X Y z
1.055 2.00 3.00 8.00 3.00 3.00 8.00 0.00 0.00 0.00 0.00
Sprinkler system has been hvdroulically calculated with the
HASS 7.8 computer oroarom (License No. 38061304 )
to Drcvide on average imbalance of 0.010 nom at each node with one sprinkler
flowina. and 0.010 aom at each node with 2 sprinklers flowing in accordance
with NFPA 13 and 13D or 13R.
HRS Svstems. Inc.
4792 LaVista Road
Tucker. GA 30084
770) 934 -8423
DATE: 3/19/2007 M: \3200 - Augusta II \AUGUSTA II- LOT177 -l.rdf Page 5
J
m
P
R 72
E
S 63
S
U 54
R
E 45
36
P
S 27
I
18
9.6
ry 9
U'
WATER SUPPLY CURVE
12 16 20 Z4 28 32 36
FLOW (GPM)
Static = 80.6 psi, Residual = 20.0 psi @ 1500 gpm
1 sprinkler flowing) (2 sprinklers flowing)
A = Available Water Supply C = Available Water Supply
80.6 psi @ 19.0 gpm 80.5 psi @ 34.2 gpm
B = Required Water Supply D = Required Water Supply
31.4 psi @ 19.0 gpm 59.2 psi @ 34.2 gpm
r
DATE: 3/19/2007 M: \3200 - Augusta II \AUGUSTA II- LOT177 -2.rdf Page 1
RESIDENTIAL FIRE SYSTEMS. INC.
2871 E. VIA MARTENS
ANAHEIM.CA 92806
RESIDENTIAL SPRINKLER SYSTEM
HYDRAULICS CALCULATION REPORT
FOR
AUGUSTA II @ ROSETTA CANYON
LAKE ELSINORE. CA
LOT 177. TRACTS: 25476
LOT 177 FIRE SPRINKLER PLAN
2 HEAD W.I.C. /M. BATH CALC.
Date: 3/19/2007
File No: 3312
Data File Name: AUGUSTA II- LOT177 -2.rdf
SPRINKLER SPACING
256.0 so. ft. /soklr.(max) Max. Dist. Bet. Soklrs: 16.0 ft.
Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 8.0 ft.
SPRINKLER SPECIFICATIONS
Mfr: Reliable Descr: R3516 CCP /FP Conc /Fl.Pend.(16x16) K =4.90
Calculated K Factor for Arm -Overs & Droos:
1.0 ft. x 0.874 in. Droo: K =4.73 (Incl. 1 Tee)
0.0 ft. x 0.874 in. Arm -Over: K =4.70 (Incl. 1 Tee & 1 Ell)
PIPE SPECIFICATIONS
Type: BlazeMaster HWC: 150
WATER SUPPLY
Source: Public Test Date: 9/1/06 Bv: EVMWD
Static: 80.6 osi Resid: 20.0 psi Flow:1500.0 gpm
Public Main Size: 6 in
Domestic Demand: 5.0 gpm at node number 23
SPRINKLER DEMAND
No:Soklrs. Min Saklr. Press. Node Total Avail. Rea'd
Flowing Flow (psi) No. Flow Press. Press.
1 14.0 8.8 10 19.0 80.6 33.3
2 14.0 8.8 10 33.1 80.5 55.6
REVIEWING AUTHORITY
RCFD
DATE: 3/19/2007 M: \3200 - Augusta II \AUGUSTA II- LOT177 -2.rdf Page 2
RESULTS OF ANALYSIS
PIPE & NODE DATA FLOW ANALYSIS
1 sprinkler flowing 2 sprinklers flowing
P # END LEN FIT.
FIXD
LOSS EL SP DISCH FLOW PF PT *DISCH FLOW PF PT
HWC NOD DIA EOV.LN PUMP (FT) CK) GPM) FL /FT PE PSI) GPM) FL /FT PE CPSII
1 1 11.50 L - 10.0 0.0 0.00 14.2 - - -- 0.0 0.00 15.2
150 2 0.874 7.0 - 10.0 0.00 0.00 14.2 - - -- 0.00 0.00 15.2
2 2 0.50 B - 10.0 0.0 0.00 14.2 - - -- 0.0 0.00 15.2
150 3 0.874 3.0 - 10.0 0.00 0.00 14.2 - - -- 0.00 0.00 15.2
3 2 4.80 R - 10.0 0.0 0.00 14.2 - - -- 0.0 0.00 15.2
150 4 0.874 1.0 - 10.0 0.00 0.00 14.2 - - -- 0.00 0.00 15.2
4 4 2.20 B 10.0 0.4 0.00 14.2 - - -- 1.2 0.01 15.2
150 5 0.874 3.0 10.0 0.00 0.00 14.2 - - -- 0.00 0.00 15.Z
5 4 7.80 BR 10.0 0.4 0.00 14.2 - - -- 1.2 0.01 15.2
150 6 0.874 4.0 10.0 0.00 0.00 14.2 - - -- 0.00 0.00 15.2
6 5 10.00 L 10.0 0.4 0.00 14.2 - - -- 1.2 0.02 15.2
150 7 0.874 7.0 20.0 0.00 4.33 9.8 - - -- 0.00 4.33 10.9
7 7 0.50 B 20.0 6.9 0.10 9.8 - - -- 13.3 0.34 10.9
150 8 0.874 3.0 20.0 0.03 0.00 9.7 - - -- 0.10 0.00 10.5
8 8 4.80 R 20.0 10.5 0.37 9.7 - - -- 19.8 1.19 10.5
150 9 0.874 1.0 20.0 0.06 0.00 9.4 - - -- 0.21 0.00 9.4
9 9 2.50 B 20.0 14.0 0.60 9.4 - - -- 14.0 0.60 9.4
150 10 0.874 3.0 20.0 4.73 14.0 0.11 0.00 8.8 14.0 0.11 0.00 8.8
10 9 11.80 LR 20.0 3.5 0.17 9.4 - - -- 5.8 0.42 9.4
150 11 0.874 8.0 20.0 4.73 0.01 0.00 9.5 14.1 0.02 0.00 8.9
11 11 32.20 3R 20.0 4.73 3.5 0.30 9.5 14.1 8.3 1.46 8.9
150 12 0.874 3.0 20.0 0.01 0.00 9.8 - - -- 0.04 0.00 10.4
12 12 14.20 BR 20.0 3.5 0.21 9.8 - - -- 8.3 1.00 10.4
150 13 0.874 10.0 20.0 0.01 0.00 10.0 - - -- 0.04 0.00 11.4
13 13 18.20 4R 20.0 6.7 0.62 10.0 - - -- 13.7 2.29 11.4
150 14 0.874 4.0 20.0 0.03 0.00 10.6 - - -- 0.10 0.00 13.7
14 14 19.20 LZR 20.0 6.7 0.78 10.6 - - -- 13.7 2.91 13.7
150 15 0.874 9.0 20.0 0.03 0.00 11.4 - - -- 0.10 0.00 16.6
15 15 4.50 B 20.0 7.3 0.24 11.4 - - -- 14.5 0.86 16.6
150 16 0.874 3.0 20.0 0.03 0.00 11.2 - - -- 0.12 0.00 15.7
16 16 15.50 B 20.0 7.3 0.60 11.2 - - -- 14.5 2.13 15.7
150 17 0.874 3.0 20.0 0.03 0.00 10.6 - - -- 0.12 0.00 13.6
17 17 13.50 BR 20.0 7.3 0.76 10.6 - - -- 14.5 2.71 13.6
150 7 0.874 10.0 20.0 0.03 0.00 9.8 - - -- 0.12 0.00 10.9
18 6 10.00 L 10.0 0.4 0.00 14.2 - - -- 1.2 0.02 15.2
DATE: 3/19/2007 M: \3200 - Augusta II \AUGUSTA II- LOT177 -2.rdf Page 3
150 19 0.874 7.0 - - -- 20.0 0.00 4.33 9.8 0.00 4.33 10.8
19 13 25.00 B3R - - -- 20.0 3.2 0.21 10.0 5.3 0.56 11.4
150 18 0.874 6.0 - - -- 20.0 0.01 0.00 9.8 0.02 0.00 10.8
20 18 0.80 B - - -- 20.0 0.4 0.00 9.8 1.2 0.00 10.8
150 19 0.874 3.0 - - -- 20.0 0.00 0.00 9.8 0.00 0.00 10.8
21 18 9.80 R - - -- 20.0 3.6 0.09 9.8 6.5 0.28 10.8
150 8 0.874 1.0 - - -- 20.0 0.01 0.00 9.7 0.03 0.00 10.5
22 15 9.80 LR - - -- 20.0 14.0 1.93 11.4 28.1 7.01 16.6
150 20 0.874 8.0 - - -- 20.0 0.11 0.00 13.4 0.39 0.00 23.6
23 20 10.00 L - - -- 20.0 14.0 1.84 13.4 28.1 6.69 23.6
150 21 0.874 7.0 - - -- 10.0 0.11 4.33 19.5 0.39 4.33 34.6
24 21 4.00 - - -- 10.0 14.0 0.14 19.5 28.1 0.51 34.6
150 22 1.101 0.0 - - -- 6.0 0.04 1.73 21.4 0.13 1.73 36.9
25 22 6.00 LS - - -- 6.0 14.0 0.74 21.4 28.1 2.68 36.9
150 23 1.055 11.0 - - -- 2.0 5 5 -0.04 1.73 23.9 5 0.16 1.73 41.3
26 23 6.00 LB - - -- 2.0 5 5 -19.0 0.47 23.9 5 33.1 1.32 41.3
150 24 1.265 9.0 - - -- 2.0 0.03 1.73 26.1 0.09 1.73 44.3
27 24 63.00 L - - -- 2.0 19.0 1.39 26.1 33.1 3.90 44.3
150 25 1.394 8.0 -- - 2.0 0.02 0.00 27.5 0.05 0.00 48.2
28 25 34.20 BG -5.0 2.0 19.0 0.84 27.5 33.1 2.37 48.2
150 26 1.394 9.0 - - -- 2.0 SRCE - - -- -0.02 0.00 33.3 0.05 0.00 55.6
Legend:
P - Pine # LEN - Pine Length
DIA Pioe Diameter FIT. - Pine Fittinas
EOV. LN - Pioe Eauivalent Length FIXD LOSS Fixed Loss Device
PUMP - Pumo Pressure EL - Node Elevation
SP K- Factor DISCH - Discharge in oom
FLOW - Flow Rate FL /FT - Friction Loss oer Foot
PF Pressure Loss due to Friction PE - Pressure Loss due to Elevation
PT Total Pressure at Node
Fittina Code Letters:
E =45 Ell. L =90 Ell. B= TeeBch. R= TeeRun. C= Couola. S= SwaChk. G= GatVIv. X= X. Y= Y. Z=
The maximum velocity of water flow occurs in pipe 9
at 7.49 ft /s with 1 sprinkler flowina.
The maximum velocity of water flow occurs in pipe 23
at 15.05 ft /s with 2 sprinklers flowing.
PIPE FITTINGS TABLE
Pipe Table Name: standard.npt
DATE: 3/19/2007 M: \3200 - Augusta II \AUGUSTA II- LOT177 -2.rdf Page 4
PAGE: B MATERIAL: BlazeMaster HWC: 150
Diameter Eauivalent Fitting Lengths in Feet
in) E L B R C S G X Y z
45 Ell 90 Ell TeeBch TeeRun Couola SwoChk GatVly X Y z
0.874 1.00 7.00 3.00 1.00 1.00 5.00 2.00 0.00 0.00 0.00
1.101 1.00 7.00 5.00 1.00 1.00 8.00 2.00 0.00 0.00 0.00
1.394 Z.00 8.00 6.00 1.00 1.00 11.00 3.00 0.00 0.00 0.00
PAGE: L MATERIAL: Conner Tube -L HWC: 150
Diameter Eauivalent Fittina Lenaths in Feet
in) ' L B R C S G X Y z
45 Ell 90 Ell TeeBch TeeRun Couola SwaChk GatVly X Y z
1.265 1.00 3.00 6.00 2.00 2.00 7.00 0.00 0.00 0.00 0.00
PAGE: M MATERIAL: Cooper Tube -M HWC: 150
Diameter Eauivalent Fitting Lenaths in Feet
in) E L B R C S G X Y z
45 Ell 90 Ell TeeBch TeeRun Couola SwaChk GatVly X Y z
1.055 2.00 3.00 8.00 3.00 3.00 8.00 0.00 0.00 0.00 0.00
Sprinkler system has been hvdroulically calculated with the
HASS 7.8 computer Droarom (License No. 38061304 )
to Drovide an average imbalance of 0.010 oom at each node with one sprinkler
flowina. and 0.010 aDm at each node with 2 sprinklers flowing in accordance
with NFPA 13 and 13D or 13R.
HRS Svstems. Inc.
4792 LaVisto Road
Tucker. GA 30084
770) 934 -8423
DATE: 3/19/2007 M: \32-00 - Augusta II \AUGUSTA II- LOT177 -2.rdf Page 5
81
P
R 72
E
S 63
S
U 54
R
E 45
36
P '
S 27
I
18
W,
0.0
04 8
WATER SUPPLY CURVE
12 16 20 24 28 32 36
FLOW (GPM)
Static = 80.6 psi, Residual = 20.0 psi @ 1500 gpm
1 sprinkler flowing) (2 sprinklers flowing)
A = Available Water Supply C = Available Water Supply
80.6 psi @ 19.0 gpm 80.5 psi @ 33.1 gpm
B = Required Water Supply D = Required Water Supply
33.3 psi @ 19.0 gpm 55.6 psi @ 33.1 gpm