HomeMy WebLinkAboutTract Map 22916-1 Lot 76 Precise Grading T
ACO"l No22-
I. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70, ■
hS AMENDED BY ORDINANCE 45T.
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = I%.
TO CORONA
3. MAXIMUM CUT OR FILL SL OPE S = 2: 1.
�l0
4. PROVIDE 5' WIDE BY I ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL RECREATIONAL ITE
FILL SLOPES OVER 5' HIGH. NORTE
S. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT ?�
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLSPRECI E RADING PLAN
-'
OVER I ' DEEP. 1iL ROAD
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA SOL � A h
ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH RENA
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO WAYc
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, tp < g
Cl
GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES.
0
T. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR, 0 STORM FLOWS, ALONG W
TOP OF CUT SLOPES.
m
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN � !'� �FQ41V�q RONO
ONE FOOT. �n
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
THE PRELIMINARY SOILS INVESTIGATION BY: \ RANCHO
roatGmy-, 4-o L.Si C4001") DATED: ZZ� 1°18 l VISTA
/
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE TO SAN DIEGO
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-
MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM p \
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. ." dIti'F 1 `1
13
10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING
DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE14
REQUESTING
REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- 1 1 3 1 4 15 1.
TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FORfmozl► _ S
R�►C�` 22915 ,
EACH LOT. ? I 1 .` - 1 _ ' Is
�
covaf
11. CUT SLOPES EQUAL TO OR GREATER THANES IN VERTICAL HEIGHT AND FILL a / _ _ T 30 29 28 �. 2S
SLOPES EQUAL TO OR GREATER THAN 3 IN VERTICAL HEIGHT SHALL BE 2 ( 32� 31 17 ,-, VICINITY M A P
PLANTED - WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM !, 34 33 24
EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO 3 18 =
THE APPROVAL OF F I NAL INSPECTION. 23 = N01 10 SCALE
19
12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. ; 22
13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT 21 20
LESS THAN 1/2" PER FOOT FOR A MINIMUM OF 3 FEET. 6 � LOREGITA
14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION of BUILDING _ CONSTRUCTION NOTES 8 QUANTITY ESTIMATE
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- 7 -
ANTITY
UNIT
TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- LOT 75 s►'►'f. N N0, DESCRIPTION PHASE I PHASE 2 PHASE 3
TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REOUIRED,THE ACTUAL 8N
- PROJECT I CDNST. 0.25' A.C. OVER 0.50' A.B, CLASS 2 14 435 SF.
DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. _
9 �" 2 ;ONST. CONC. CURB 8 GUTTER, TYPE A-6, PER STD. N0, 200
:: 111 L.F.
=' t`
15. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE 3 :ONST. 6" CONIC. CURB, TYPE D, PER STD. N0. 204 f,31 L.F.
PLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER 10 :_ : _ :: : :: '
15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- PAVING NOTES I 4 ;ONST. CONIC. RIBBON DRAIN (W= 3') PER STD. No. 209A 19Z L.F.
TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS tt ,'
2 , 340
PP R U
NSTALL 4" A B.S. SCK 40 DRAIN PIPE (OR APPROVED EQUAL) L.F.
, MINIMUM � - SHALL � SHT10 � � 773
1. I 1 -�I I A(tKln _ IDI. BE ONE
SHALL BE PLANTED AT 10 ON CENTERS. TREES, 20 ON CENTER, COMBINA- ! n1 / �
12 1a
TIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HE 1 GHT SHALL HAVE _ 'k I I INSTALL 4- PERFORATED P.V.C. DRAIN PIPE WITH r ROCK (SEE DETJ SO
PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER C`IINIMU>•t GRnD►_ FOR RIBBON DRnl�s sLIAt_L BE nsoPERCENT. ��, L.F.
_ a�
U.P.C. CHAPTER IO.R. r.'�. AAPPROVED so1L STERILIZER S TALL BE USED ON ALL sUBGRADE 13 , \\', 74
•. ` N I2 INSTALL 12" =12" NDS SUPER SPEED BASIN AND GRATE 29 29 EA
SURFACES PRIOR TO PLAC[ MEN'T OF{ PAVING. 4 \ q LO �r J O NO. 1215 AND NO. 1212 (OR APPROVED EOUAL)
16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR 1 TRACT 22916"1 I 7-1 - ,0 ti 13 INSTALL 3" P.V.C. (SCH. 40) DRAIN PIPE (OR APPROVED EQUAL) 8 LF.
TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 4. ASPHALTIC EMULSION (F(Xj SFAL) SHALL BE APPLIED NOT LESS THAN I 73 /, N 14 INSTALL 6" A.B.S. (SCH. 40) DRAIN PIPE (OR APPROVED EQUAL) 703 425 L.F.
FOURTEEN (14) DAYS FOLLOWIN`b PLACEMENT OF THE ASPHALT 15 E TO 71 ` T2
A 67 1` 69 / �� IS INSTALL 6" A.B.S. (SCH. 40) DRAIN PIPE (OR APPROVED EQUAL) III L.F.
SURFACING AND SHALL BE APPLIEb AT A RATE OF 0.05 GALLONS PER t6 � �
IT, APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE SQUARE YARD. ASPHALT EMULSION SHALL CONFORM TO SECTIONS 37, 39 L `'�, 66 � ', � I I,
THE APPL I CANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- 17 1 f I 1 j i y 16 CONST. UNDER SIDEWALK DRAIN PER STD. 302 Z EA.
AND 94 OF THE STATE STANDARD SPECIFICATIONS. 6S 1 1 17 INSTALL 2" P.V.C. (SCH 40) DRAM PIPE (OR APPROVED EQUAL) 300 L.F.
RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON s
REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED S. TI IE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO TIIE CITY OF 18 CONST. POOL DECK DRAIN PER N.D.S. 908A (OR APPROVED EQUAL) 45 EA.
TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
TEMECULA DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT 19 CONI�iT 'V' DITCH PER pETAIL SNIT- IIGj l..
PERMIT FOR ALL WORK WITHIN CITY RIGHT-OF-WAY.
Ili. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HASLEGEND H. P. = HIGH POINT
BEEN CLEARED OF WEEDS. DEBRIS, TOPSOIL AND OTHER DELETERIOUS 6. TWO SPECIAL INSPECTIONS ARE R�THE TIME
T THE DEPARTMENT OF do INDEX MAP
PU:3LIC WORKS; ONE INSPECI•ION A'I1 THE TME THE BASF_ IS PLACED AND
F. S. = FINISHED SURFACE
MATERIAL. TIIC SECOND WHEN TFIE A.C. HAS BrEN PLACED- N T. C. = TOP OF CURB
19. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCT-ION OF
---__._-- _-- F .L. = FLOW LINE
PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINAGE CONTROL 7. THE CONTRACTOR SHALL BE RESP NSIBI-E FOR THE CLEARING OF THE SCALE : 1 " = 200 '
SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO PROPOSE=D WORK AREA, AND RFLO -ATION AND COST OF ALL EXISTING F. G. = FINISHED GRADE
ADJACENT PROPER-)'IES. UTILITIES. THE CITY SHALL_ BE INFO) )\IED 48 HOURS PRIOR to BEGINNING E.P. = EDGE OF PAVEMENT
OF CONSTRUCTION AT (909) 694-6411. /(/
20. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUEll'' P INV. INVERT ELEVATION
TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE 8. A COMPACTION REPORT BY A SOILS ENGINEER SHAT [_CERTIFY 95 PERCENT h
MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO COMPACTION OF BASE PRIOR TO CALL. FOR SECOND INSPIX-HON .SNDA T. S. = TOP OF SLOPE
PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. PLACEMENT OF AS PIIAI_T PAVING. T. G. = TOP OF GRATE
21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL NOTE: T.B. TOP OF BERM Z
BE PFRMITI'ED FURNISH QUANTITY OF PAVING MATERIA AS FOLLOWS: F.F. = FINISH FLOOR ELEV. Q
267 TON A.C. (TONS) - USE 148 LBS /CU. FT. AS �NIT WEIGHTP.E. = PAD ELEV. AT LOCATION SHOWN __j
267 C.Y. BASE (CUBIC YARDS) SHEET INDEX CL
48.5 C.Y. CONCRETE (CUBIC YARDS) 18 = LOT NUMBER 0
Z
I. TITLE SHEET --- = PROPERTY LINE
0
2. PRECISE GRADING PLAN = APPROX. AREA TO BE OVER EXCAVATED ON Q
Ir-
3. PRECISE GRADING PLAN CUT-FILL TRANSITION LOTS PER SOILS REPORT 0
eOESS/04 4. DECK GRADING DRAINAGE PLAN 1 230 = FINISHED CONTOUR LAJ
��1230}-- = EXISTING CONTOUR Ln
A• T}� 5. HORIZONTAL CONTROL PLAN v
+ 6. EROSION CONTROL PLAN -� = STORM DRAINS CATCH BASIN �
OWNER/DEVELOPER SOURCE OF TOPOGRAPHY SOILS ENGINEER AND GEOLOGIST 43090 WALL PER SEPARATE PERMITCL
COSTAIN HOMES, INC. RBF "AS BUILT " TOPO PACIFIC SOILS ENGINEERING, INC, EXP.3-31-98
620 NEWPORT CTR. DR., SUITE 400 7370 OPPORTUNITY ROAD, SUITE "N", `r�,9 C1 V 1\- �P = DRAINAGE DIRECTION ARROWS F-
NEWPORT BEACK CALIFORNIA SAN DIEGO, CA. 92111 CF' CALF
92660
U
525gr1 RBF
t �REv►sE0 uN �EwA�K Dz.aIlJ AFFRUED BTSHEET
Lv
BENCH MARK BASIS OF BEARINGS t
COUNTY OF RIVERSIDE B.M. NO. T-29-81 Robert Bein, WzlltiamF)roSt & Associates TRANc:dTIONJ ON SHT2 CITY OF TERIECULA
I I/2 BRASS DISC IN CONIC. CYLINDER LOCATED FROM THE INTERSECTIONOF FRONT ST. THE BEARINGS SHOWN HEREON ARE BASED ON A P0RTION
PROFESSIONAL ENG I NEERS.PLANNERS g SURVEYORS �
AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD OF THE CENTERLINE OF RANCHO VISTA ROAD AS SHOWN "'' 24783 SIN&I Om DRIVE. SUITE 230, TEMECULA, CALIFORNIA 02300 RAYMOND ACASEY RCE41880 TRACT N O . 22916 - 1
N
TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD, I N THE N.W. ON PARCEL MAP NO. 22514 RECORDED IN BOOK 145, 'II<� -- :"1 78-4842 FAX 19091 878 A. R.C.E.-7240 LOT 76 N
CORNER OF THE INTERSECTION I ' E. OF A T' CHAINLINK FENCE, 21 ' x 16' PAGES 80 THROUGH 85 OF MAPS, RECORDS OF RIVERSIDE PREPARED ER M UP ISION OF: PRINCIPAL ENGINEER EXP. 3/31/96
AROUND 50. CALIF. GAS VALVES, 40' N. OF P.P. (NO.$) 94' N. OF THE CENTERLINE COUNTY, CALIFORNIA, BEING N 85035' 00" E CITY OF TEMECULA RECREATIONAL SITE OF 6 O
REVIEWED BY: z
OF RANCHO CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET I ' W. OF MONUMENT. DATE lz,+ DATE BY DESCRIPTION APP 'D DATE
ADJ. DATE: 9-13-82 ELEV. 1128.410 MICHAEL A. TYLM R. C. E. 43090 EXP. 3/31 /96 R E V I S 1 0 N SDATE: ? �o ♦� PRECISE GRADING PLAN
F-
J . N . 400387
132290
/4� 5E DRAINAGE SY�\ E(�I B a5Z C)/)
SEC
5 - _ �.7E FG F�
CONTINUATION ON \ s rc
\ � SHEET 3 05
40
D '
GQl O \\ (2 8'O3o /N 0T Z --83.3 T l (1284 OZ
o
`N \ ��`�4 eP5 `GD ��r(,J 02�. 13 Z • .50
Z.47 0�g / TW \10
!N. $3 p _ ItJ
/a 4r '`� ,� (! X0 2 • s l \ 8` .• 8 v k 3
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\ �dZ I / �' 3 m, 62 43 TC. --$z -
y � 10 tiC 4 "�� 4► e 3 FS X28/-/
DR//Vk1A1C FOUA/TA/it/ 5 -O
Ca/Va/ECT DRA/N TD 99 3 ^7 EX is,
SAN/TAR y SEWE�2C30 7 gl
it), �cr1,<< ¢9,�5 / D{z IVF WA's
g0 t 3 T 80.95 PER
30' Zo7A
��•G p0 o _ z 4 FL o o Ns o c.f . rvNE-ri I MAIO AcCESs
\� ���.�' (j �- ` • .71 IB 90 Tc. X923 rc T o �,e STo 207A
9.ZZF`. eo 8400
7 W.
co, \vool
` - - r
�+ (/719.51
A�'P�PDX/iYfATE LOCA?/ON OF �r1- • o r" Q Q � � FS-
E'X/Sr. S,4NIr.4)( Y &EW,5AP �5 \ J 2 ,
CONre.4CTO)P 777 VEEP/FY (/ Q (/Z 7C
'2
LOCA?/ON IN F/EL-D >� F-
APPROX. LGC'AT/On/OF EX/ST. / 3
5EWER CLEANO(JT (ECFV. \
-
\ PARK HARDSCAPE PER ok c Fs S" T.
LANDSCAPE ARCHITECT'S ?ok � � � (/Z7G•e )T
C� so.I o T.G. -r9.S0
ALL FIELD PLANS �'� ¢ 3 G.F. F L
i (GRASS AREA) \ 15 a1 •\, 7 �`
SEE ETAIL B / _� `' o c . (/Z7c a�
\
LE7 HEREON � - � ��
\ 0 G �• � ,� � ��, ah � (/275.4¢)?c �
77
74 1_3
A. fs• DETAIL GOA@l
QOT'Vv 'ye
�T.� �`� / -74- (/273.97 Q SCALE I" = 4'
�_ s Q
Rl 41
T!) , YPJ
\ s
• aSIDEw4LK M"DS6A APE PER >>��sT •, -7z- -c.
FAG e= e PLgNs ARCH!? n F \ i �s�_
"C-04c. 1co 0 ECT /80 0
Mls
ELEV
WA LL F T,P,4Sh,E >i 2s c o3J \ry0 .S.
F�.2 PL 10 I \ , E'P �- �v,Loslcv 4= / �� �s�r� \ 7i </T C. •
IN `- - /z) 'Pc',`,'/TELT 'AP�c- S _ • Q'
.L�P1'Pt'a \ 7G
r . G - 74_$.-7¢D/.Tv-v J � t5 • 8'C
DIEA #I 76
2 � LEFT HeREONB
5�'tiv /2 ,a
ELEV. _ .,
CHER PLA /4 'V - -- 7 TL. .�. (/ZG9.Gl) �� (/Z7�.OG-
12. I trj v►- ' � 42� _ - \ o // � r,S.
! >� • - -N -10
4 47
o/ - 75. 92/it,GV /Z 7S-•3oTG� ,,� _ ` - ` �q.o .
7to 7.0 _
76
'tom,. H P- \ /4 �� �� 2 ro96�so Tw - • (/2G8 FS �U
7 �
DETAIL �n � \ �, lA T w a -
6
6CALE I " = 4 7G
b` �` G`l ( f� � 5. _cs /71 ,�38 0 10 20 40 60
\ . • - � � G� (i2G8.25�
'.'moo..
\ c'' T.C.
� Cd.oa�� 7� ^� �v V E E w yTD G2�7`A-AGGE�
(/z�4 o Fs. P R CONSTRUCTION NOTES
x274. \_
S �- �' �c EX15TtN b
75 ° �� PSLIVEW I CONST- 0.25' A.C. OVER 0.50' A-B. CLASS 2
13 '1yC� 'r Mpw \� a.00 ` � dye. 207A 9)
/z7S. `v��- Tl F0 �5 WE 3,0 1 D. (/2cG
(/z74.o1) .c. \ F67 R 4,4,vz) L'.9 / , 3.r ' o"G F YVI-tEI=LGNA�R AGGER F 5 2 CONST. CONC. CURB 8 GUTTER, TYPE A-6, PER STD. NO. 200
(/Z74 .3/�FL �•'y/TCCT PE
AoZ �ba s PEiZ hT� A 3 CONST. 6" CONC. CURB, TYPE D. PER STD. NO. 204
� EX15T. slr�Eyv�,LK P/ANS ( qR� - _-\ -107A\
(1274.a9) Tc. z75.s/) .c. A�gHOs'S'q,Q 1 4 CONST. CONC. RIBBON DRAIN (W- 31 PER STD. NO. 209A
tO N (/Z73.99)FL. 275.0/)FL.
444 CgA�SOgA �9,y
) (i2C5 5G� IO INSTALL 4" A.B.S.(SCH. 40)DRAIN PIPE (OR APPROVED EQUAL)
/zc
ch/ FiQ FS. (SEE BEDDING DET. SHT. 3)
CORTE T.C.
T -
VILLOSA LOT 74 F�rS ^ G9 o fi INSTALL 12" x12" NDS SUPER SPEED BASIN AND GRATE
^,�• (1277.50) T w. 12 N0. 1215 AND N0. 1212 (OR APPROVED EQUAL) SEE DET. SHT. N0. 3
O 4.27)
c
\ G3 (/2 G 97 �/�S 13 INSTALL 3" P.V.C. (SCH. 40) DRAIN PIPE (OR APPROVED EQUAL)� N (SEE CURB OUTLET DET. SHT. NO.3)
�/Zl4-cG)T.c �h� �g1 �c3o • 7C. 14 INSTALL 6" A.B.S. (SCH. 40) DRAIN PIPE (OR APPROVED EQUAL)
(/274.1c�L_ / \� �6 (SEE BEDDING DET. SHT. 3)
4Z
ExlsT- SIVEWAL_k _ , v 15 INSTALL 8" A.B.S. (SCH. 40) DRAIN PIPE (OR APPROVED EQUAL)
Gz /Zc 3.00
) (SEE BEDDING DET. SHT. 3)
(/2G1."74) f5 16 CONST. UNDER SIDEWALK DRAIN PER STD. 302
BENCH MARK : SEE SHEET N0. I
5-Z5-94 �REvISEp uNDERwAL-Ic r2;zAIN S� PPROVED BY : CITY OF S H E E 1
,\F TRANS T,oN - - -- -- - EMECULA
2
`�obe�t `Be 'rl 'Villiam`Froost 6, associates TRACT NO. 22916 1
PROFESSIONAL ENGINEERS, PLANNERS 8 SURVEYORS
S' A 28765 SINGLE OAK DRIVE, SUITE 250. TEWCULA, CALFORM. 92590
31 =t IQogl 676-AOa2 FAX(409) 676-7230 LOT 76
PREP Eo u ER THE UfPERVISION OF RAY JNP A. CASE OF
f RI, ,IFAL. ENGINEER
' �� �" DATE By DESCRIPTION APP'D. DATE
R.C.E. 41880 EXP. 3/31/96
PRECISE GRADING PLAN
v"TE 8 _ `�3 CITY OF TEM�CULA
MICHAEL A TYLMAN R
DATE l ( MAJOR RECREATION SITE )
-C-E 9c (EXP 3/31/96' R E V I S 1 0 N S (p t3
132290
aG
l `� o �� x4113
Lk 9 2° Y� ,2°� G 4I0
rOA� LOT 22 TR. 229157� -
.5 4�
Z_
I
LOT 2 0
lo�J � - 14 N 59' 'CKTE
LOT 21
eJ G
FENCiN
T IRON \ G zo
EXIST ToE z� 3�, EX`ST. wROUGH (r3.6 l
EXIST
EP 2 5o C874.
(RC wo)
I
5C0
\ (►305 2 .
ti y A >
83
iSOO) .5 T 6. L_
B5. 2or IZ = EX/ST L/iV�D
- 6 82 9b1 l9 275 P 90.0 R� �.BO INV. 4 —101) S DL//B 74 (Rcivo
g o
Q0 •• 10 ,� SMLL
i pE PER �l 0 O .�, �E PERM+ _ / 3Z Y\ Z PE RR/G4 T/O/V METES VQ
Pp`RR:'RDS p►RCN1 ECT "� ►N SEPPRp` �P S- D- //B74
- PE _ R =1__(12x5) 14 5p a. I 0 I (RCVV,0) (0
60./05 3 .► to I .' l
-G ,83 s� DEANS _ •• ° TN-
rr't. 85pDol11
83• NTV
a T. � `Z b. tQ, 1 )NI✓ 017
f
v 0 '. . 1 .0I'
.
0 10 20 40 60
4Hp \ 19 f 5 14 ECK AREA - - -_�/z1 N I
</zBZJ CON
83. 5 N b SAND F/LL PtaY 'ORE4 SUP-FACE
82.E 1Nv d G
-_ -------_ _ 14 � (.0�
C: \ LL 4 pV.C. - -- C T 4 1 O B moo' I �fi �� ���c��
b lN� RgTE� CFI -f �HG� 1 AREA► �N F S,' I /.. ROC,4' d w �.►iai�
T
,- - ,� SE At 1 AGE• ION L e I z �F F 4"PVC.
TENNISTAIL-
COURTS
�R �� ► 1 Fo A
'� �E pE r ECK p -AOD - _-_ -
W /2 COURTS �' - toT D N ----
�°' TOT 1 AOE A GE — 14 /D b�G . 1D(0 p
(CONCRETE) t1 RAIN tNA <�Zg3 F (I
_ D CE IDRA I . . I SECTION A-A
5�
82 - TOT LOT SUBDRAIN
1p ��� 85_O o 93� NOT TO SCALE
a b - - g5 o5
\ W 10
*0— 14 N �� uti Q
1 �.
�.o
12 -4 77,9. �' 8 g �� �_ FG. 85.0 CONCRE?E
78 0 �b2 3 8
F� e�.b DECK CL� _ Ex. co►�. DR41 N PE1:Z
PARK HARDSCAPE PER ti s. AREA �G I'Z e 5' 120, PF-TA i t_
LANDSCAPE ARCHITECT'S \04,
PLANS1'r,05. 3 �
� P E,85.0
e5-
ao. Fs06500 SECTION B-B
64---- - --
co 79. 5 T G. -- J O NOT TO SCALE
g 78.0 /A/V
75.9 T l� B/ ' ' `/ ` �,.C►2 kW
-7 1 4ZlnN—BZ (0 w 0 y 60 TG 3'COD) ' 12° 12" 3 '
\C, 4" 4 \ E4 v
0.� 83 3p Z� @ lNv �4.so R PSA
\J' T W' 1 C "x Cl'-w 1.4 X WI.4
i
o
,Zg I
2.0/N� 83.30�G )Z 8 epAlT
4DTG �� ,� �� \ GONG. TO BE 2500 P51 28 PA-fs
14 IZ 8�.� '"�� �; rz � �� � `r DETAIL
- \ \ NOT TO SCALE 9
L CIT 1 PARK HARDSCAPE PER
f JLANDSCAPE ARCHITECT'S
PLANS CONSTRUCTION NOTES
(o'FLAT 6'�PATE NDSSO(6'REE/V
OR .IPOPOVED Ea UAL /N TLf.PFA�PEA5 10 INSTALL 4" A.B.S.(SCH. 40)DRAIN PIPE (OR APPROVED EQUAL)
TDP OF GRATE T.G.)
EL EV PER PLAN (SEE BEDDING DET. SHT. 3)
2% M//✓• II INSTALL 4" PERFORATED P.V.C. DRAIN PIPE WITH 1" ROCK
\ SEE DETAIL THIS SHT.
INSTALL 12" x12- NDS
NO. 2 5 AND NO. 1212 SUPER
APPROVED EQUAL) SEE DETASIN AND . SHT
14 INSTALL 6- A.B.S. (SCH. 40) DRAIN PIPE (OR APPROVED EOUAL)
W FORADD0JR-7L[. OUTLET USE SEE DRAINAGE SYSTEM (SEE BEDDING DET. SHT. 3)
2 6'�POIUA/D SU,PFAEE �
D.AS/N 200 OR 3Gi� AS RELi'D.
J NQS DAS/N ND- /DD OR CONTINUATION ON CONSTRUCT "V" DITCH PER DETAIL THIS SHEET
APPROVED EQUAL ? NATIVE SOIL BA['WPF/LL SHEET 2
W Le 90"/0 COMPACTION
$ AREA DRA/A/ DETA
DRAIN P/PE 6"M/N. M/N. 3"fLEAN
"MAX.
• + SD/L OEDD/NG
i T
lo' S/DEW,4LK ¢" WYE AS REM11APED 1
/NSTiILL ,pEMO1G4BLE FUG
of PIPE AREA DR,41" BEDDING' DETAIL
/�vvERr
Fl-ow LONE-°t/=R BENCH MARK : SEE SHEET NO. I
Z% -
A, APPROVED S` : CITY OF TEMECULA � H E: E �
4 A.8 5. ,,�, P \
cURo s�TTER obcn `Ber ,cWilliam`Frost 68 , "ssociates 3
3"Pyc. (S�'HED �) a��4�X¢•rEE �_, -- `�. rl CTRACT NO. 22916- 1
(ALT. .Y%495-SDR-35) 3x4 REDCJCE.P _� �� Fjf`i 4�.,� ,1 PROFESSIONAL ENGINEERS, PLANNERS 8 SURVEYORS
28765 SINGLE OAKDRIVE. SUITE 250. TEMECULA.CAUFORMA.92590
V.
/NELEV-r GUTTER FLOW Q ' E xi, 3 31 ;6 (")676-8042 FAX 1909)676-7240 LOT 76 V
L/NE f O. /Q' �• PREPA DUN ER E S ERVISION OF RAY )NU A. CASEY (F 6
CURB Ol/TL ET s ,�
Q\CtVll, �
PRINCIPAL ENGINEER
CONNECT/ON DETA/L J
By DESCRIPTION APP�D. DATE RCIT-Y 41667 EXP. 3/31/96
DATE g 0/413 of TEMEC �
PRECISE GRADING PLAN
NOT TD SCALE V01
MlcrlaEL Q_1nMaN RCE )9U ,LX- 3i311900 R E V I S I 0 N S DATE ��ro 77 f MAJOR RECREATION SITE )
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110 T&�J. ._._ - -d. r -.'f •• \� I i � I i - 62. 1 L INV.
/Z . - - Yom• - _ - o .• ,,ti y ti � CONSTRUCTION NOTES
uo/ •• f� ! Q' b+® 10 INSTALL 4" A.B.S. (SCH. 40) DRAIN PIPE (OR APPROVED EQUAL)
(SEE BEDDING DET. SHT. 3)
V •
n - - _ •.� �y�G 12 INSTALL 12" x 12 N.D.S. SUPER SPEED BASIN AND GRATE NO. 1215
Op 1 _ _ _ T �. \ C'�. •,•�(, AND NO. 1212 (OR APPROVED EQUAL) SEE DET. SHT. 3
lit n•o 14 INSTALL 6" A.B.S. (SCH. 40) DRAIN PIPE (OR APPROVED EQUAL)
4'@ /• 42 �' • • . -tet+ ►� / (SEE BEDDING DET. SHT 3)
85 4 �� • ' ' • - Ar �0 / 17 INSTALL 2" P.V.C. (SCH. 40) DRAIN PIPE (OR APPROVED EQUAL)
tip �� ��' — _� 61`�,�'L ���� 1�J' (SEE BEDDING DET. SHT. 3)
tb ti� /a ,1� 18 CONST. POOL DECK DRAIN PER N.D.S. 908A (OR APPROVED EQUAL)
0D, ol
o
�- 2•,
Q 4" @ 2 % m
L°c\ Q► NOTE:&I bh 0ti�� /a � � �`'� LAYOUT OF POOL, BUILDING,
SIDEWALK, DECK PER LANDSCAPE
ARCHITECTS PLANS-
SEE SHEET NO. 2
l 2 �
o�• �,
BENCHMARK : SEE SHEET NO. I e o'p o4
� ESS zo
A. t� '�F' APPROVED BY . CITY OF TEMECULA
P - SHEET
�` , `�ober't cBciq ,`Wrlliam`Froost �+ �ssocrates TRACT NO° 22916- 1 4
' $ PROF E SSIONAL ENGINE E RS PLANNE RS 8 SURVEYORS
r_r �E d�n�� 28765 SINGLE OAK DRIVE,SUITE 250, TEMECULA, CAUFORNIA, 92590 ` LOT C
F�(`' 3 r 'j' 1Fi W 676-9042 fAX 19091 676-7240 /l v
PREPARED NDE THE WE V _ IUN UF RAV -;N0 A. CASEY
OF
2,\�v�� PRINCIPAL. ENGINEER
t
C OF f'm ' DATE BY DESCRIPTION APP'D. DATE R•C.F— 41880 MI. 3/31/96
DATE 6 � CITY OF TE EC LA PRECISE GRADING PLAN
Ml( IIA[ A T, p'lAr, I_ F ., ,,, .,,.. , - -.6', R E V I S 1 o N S �. ,j ( MAJOR RECREATION SITE
- --- - DAT �)
J_fv_ �l Uv�cs
i
2300�
z o� cDl
9
6
C
-171 ,E FL� CU12VE DATA 5EAQING/DISTANCE DATA
S,pD CURVE DELTA RADIUS LENGTH TANGENT NOTE BEARING DISTANCE NOTE BEARING DISTANCE
-- _-
5� 90'00' 00" 30 . 50' 47 . 91 ' 30 . 50' t N 48' 50' 00"E 55 . 00' t 41 N 72' 44 ' 49"E 8. 70'
(}� 86' 1_4 ' 25" 30. 50' 45 . 91 28 .56' N 48' 50' 00"E 70 . 00' 1 N 81 ' 20' 00"E 23. 00'
159' 38' 44" 34 . 50' 96 . 13' 192 . 18' f3l N 48' 50' 00"E 6 . 00' F1 61 N 81 ' 20' 00"E 20. 00'
141 ' 42' 23" 29 . 50' 72 . 96' 84 . 97' N 41 ' 10' 00"W 4 . 00' FIt N 8' 40' 00"W 28. 17'
87' 59' 34" 40 . 00' 61 . 43' 38 . 62' M N 48'50' 00"E 30. 50' t N 81 ' 20' 00"E 15. 00'
6' 34 ' 44" 1102. 00' 126 . 54' 63 . 34' F61 N 41 ' 10' 00"W 52 . 57 ' t-9j N 8' 40' 00"W 45 . 00'
a 90'00' 00" 25 . 00' 39. 27' 25. 00' JZJ N 48' 50' 00"E 13. 00' -agll N 86' 24 ' 31 -W 18 . 00'
h
LDT 20 90' 000" 40. 00' 62 . 83' 40. 00' N 48' 50' 00"E 17 . 00' 1 N 72' 44 ' 49"E 5. 61 '
�'L �9 0'90- 00- 00- 3 . 00' 4 . 71 ' 3. 00' N 41 ' 1 0' 00"W 9 . 00' 21 N 72' 44' 50'E 11 - 60,
t 6' 34 ' 44" 1072 . 00' 123. 09' 61 . 61 ' l-01 N 48' 50' 00"E 62 . 00' N 74' 36' 16"E 14 . 18'
rRA cr No. 229/5
CLI 18- 50- 13- 73 . 00' 24 . 00' 1 2. 1 1 ' N 41 - 10- 00-W 65. 87 ' N 81 ' 20' 00"E 14 - 32'
1 69' 09' 21 ' 55 . 00' 66 . 38' 3T . 91 ' 1-21 N 41 ' 10' 00"W I 12 . 91 ' N 81 ' 20' 00"E 26. 00'
\� lSgs t N 8' 40' 00 W- 8. '72' 22' 08" 25 . 00' 31 . 58' 18 . 29' t N 20' 14' 44 "E 58 . 00' 00
105' 46' 26" 3 . 00' 5. 54 ' 3. 96'
® 1 6' 43' 44" 1132 . 00' 132 . 94 ' 66 . 55'
LOT ZZ LOT 2/ G ® i 115' 22' 37" 1 3 . 00' 6 . 04' 4 . 74'
V o
(-17-) 64' 37 ' 23" 10 . 00' 11 . 28'
Q h o,
Vo -O
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SCALE 1 " - 40' 0 E, O
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BENCHMARK : SEE SHEET N0. I
PREPARED UNDER THE ER 510 0 Jj
n,-lib-q �.�Asscwjwrs TY OF TEMECULA
CI
uRnFFSSr,wAL EtiI; NEE�tS vtANNE v- q =: gbFri q<
MI A L A. TTLM C.E. 430 28765 SINGLE OAK DR., SUITE 250, TEMECULA, CALIFORNIA,9259 5
TRACT NO 22916-1
D^TE rg Z4 FXP. 3/31/96
1909)676-8042 FAX 1909) 676-7240
z RCF 4in�) -
�* APPROVED BY.
EXE' 3131 9f RALE
ej `( HORIZ. 1:'=40' LOT 76 OF 6 SHEETS
V` ` DATE By DESCRIPTION APP 0. DATE VERT. 1 =4
l;-� 1.-.- -. RAYMON A. CASEY,PRINCIP ENGINE
R E V I S 1 0 N S DAA. 1 (/I�13 R.G.E, 41880 EXP, 3/31/96 DANE
CITY OF TEMECULA HORIZONTAL CONTROL PLAN
J.N. 400387
I
12X**
/ � w EROSION CONTROL PLANS - GENFR.aI. NOTES
GV` GC/`�'7► 1 EROSION CONTROL IS REQUIRED FOR GRADING OPERATIONS DURING THE
O0.V RAINY SEASON FROM OCTOBER 15TH TO APRIL 15111 APPROVED PI ANS ARF
\� REQUIRED FOR ALL ROUGH GRADING
C 2 IN CASE OF EMERGENCY, CALL �4vE ZAMISKI
OF TAYLopL WoopFz o W
RESPONSIBLE PLRSON
AT (9o9) c,99 - syyo
(24 HOUR PHONE No )
I
\ 3 THE DESIGN CIVIL ENGINEER WILL SUPERVISE EROSION CONTROL WORK
AND INSURE THAT WORT: IS IN ACCORDANCE WI?I THE APPRO)VI-D Pl-ANS
(IF REQUIRED).
i
4 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALE BF, MADE
LOT 20 AVAILABLE AT ALL TIMES DURING THE RAINY SLASO)N NECESSARY
MATERIALS SHALI. BE AVAILABLE ON SI'TE \ND STOCKPILED AT
CONVENIENT LOCATIONS TO FACILITATE R.+PII) CONSTRICTION OF
TEMPORARY DEVICES WHEN RAIN IS IMNIINENI
TR. 22915 5 DEVICES SHALL NOT BE MOVED OR MODIFIED WITFiOUTTHFAPPROVAL OF
THE CITY ENGINEER.
LOT 22 6 ALL REMOVABLE PROTECTIVE DEVICES SHOWN Si ,\[ I BE IN PLACE ATTHE
END OF EACH WORKING DAY WHEN THE 5-Di,.N' RAIN PROBABII ITY
LOT 21 FORECAST EXCEEDS 40%
\ 7 AFTER A RAINSTORM, ALL SILT AND DEBRIS SHAI L BE RFMOVE.D FROM
CHECK BERMS. SILT FENCES AND DFSILTING BASIS E 1C
I
8 GRADED AREAS AROUND THE TRACT PERIMETER M'JSTDRAIN AWAY FROM
THE FACE OF SLOPE AT THE CONCI US10N OF EACI I WORKING DAY
9 THE CONTRACTOR SHALL BE RESPONSIBLE AND SIIAI L TAKE NECESSARY
PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE
a Q. IMPOUNDED WATER CREATES A HAZARDOUS CONDITION
10 DESILTTNG BASINS ARE TO BE CONSTRUCTED AS GRADING OF INDIVIDUAL
Q' GRADING AREAS ARE COMPLETE PER ROUGH GRADING PLANS
OOH 11 THE CITY ENGINEER RESERVES THE RIGHT TO MAKE CHANGES OR
/ MODIFICATIONS 10 THIS PL AN AS DEEMED NECESSARY
12 INFORMATION ON THIS PLAN IS FOR EROSION CONTROL ONLY ALL OTIIFR
A INFORMATION IS SUBJECT TO CHANGE
13 TEMPORARY EROSION PROTECTION IS REQUIRFC FOR MANUFACTURED
SLOPES PRIOR TO PERMANENT PLANTING
\ 14 AREAS SHALL BE MAINTAINED IN SUCH A STATE T1!AT FIRE ACCESS SHAI I
�O BE MAINTAINED AT ALL TIMES (INC[ UDING ACO ESS TO NF IGHBORING
PROPF RTI ES)-
15 NO OBSTRUCTION OR DISTURBANCE OF NATURAL 1)R.AINAGF COURSES OR
N EXISTING STORM DRAIN INLET'S SHAI L OCCUR ')URING "SHF RAINING
'(� ! SEASON, UNLESS ADEQUATE TEMPORARY;11E .2MANLNT DRAINAGE
�L ` FACILITIES HAVE BEEN APPROVED AND INSTAL I LD TO CARRY SURFACE
Q\ WATER TO THE NEAREST PRAC"TIC-.Al STRFET, STORM DRAIN OR NA T L'RAt
G WATER COURSE
\C3
84S 16 THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS IN SUCII A MANNER
kC� 1 THAT STORM RUNOFF Wit BE CONTAINED WITHIN THE: PROJECT OR
C e/L I_ CHANNELED INTO"THE STORM DRAIN SYSTEM WFIICH SERVES"1 HE: RUNOFF
CQ �Ojj 1 A - AREA STORM RUNOFF FROM ONE AREA SHALI NOT BE ALLOWED 10
DIVERT TO ANOTHFR RUNOFF AREA
Rr
17 CONFORMANCE WITH THE REQUIREMENTS OF THESE PLANS SHAI 1, IN NO
i
WAY RELIEVE THE CONTRACTOR FROM HIS RESPONSIBILITIES TO THIS SITE
AND ADJACENT PROPERTIES TEMPORARY EROSION CONTROL SHALL
CONSIST OF, BUT NOT BE LIMITED TO. CONSTRUCTING SUCH FACILITIES
AND TAKING SUCH MEASURES AS ARE NECESSAkY TO PREVENT CONTROL
A67' PROPERTY
ABATE WATER, MUD AND EROSION DANIAGI 1•) PUBLICAND PRIVATE
PROPERTY AS A RESULT OF THE CONSTRUCTION CSF THIS PROJECI
IK SI ( PI SNO)11 SlAIII ISIII DPRI(M LO(u I(►III R ISI Sit \1I III" I A"II I►I-Ol(
FR ISION ( ON I Rol 1'Rlt)R 1O ()t"E()III"It I,� SI OI'I"S I ( ►NS"Illl i( 11 1) Al 11.12
111 14 ISI SIIAI I III IW \I11) TOR I RO )N1ON I ON11?01 AS IIII
V C O) JS I Rl a A ION()I SI ()III IT(►O ilZI SNI"S IN IN( RI NII N I S()I I OIZ I ISS
1 NI1 )Sl TRI 1) VI IZ I R AI I N
1 19 FILL AREAS WHILE BEING BROUGHT UP TO GRADE AND DURING PERIODS
A OF COMPLETION PRIOR TO FINAL GRADE, SHA; L BE PRO1 EC"I ED BY
VARIOUS MEASURES TO ELIMINATE EROSION AvD THE SILTATION OF
DOWNSTREAM FACILITIES AND ADJACENT AREAS THESE MEASURES MAN"
-
INCLUDE, BUT SHALL- NOT BE LIMITED TO TEM V'ORARY DOWNDRAINS
EITHER IN THE FORM OF PIPES OR PAVED DITC'IES WITH PROTECITD
--7 OUTFALLAREAS'GRADE[)BERMS AROUND AREAS 1'0 ELIMINATE EROSION
OF FILL SLOPES BY SURFACE RUNOFF, CONFINE ') PONDING AREAS TO
DESIL"T RUNOFF, TEMPORARY CHECK DAMS IN TOI OF St OPL- DITCHES 10
cA� 2 BAG DETAIL DESILT RUNOFF:PROTECTION SUCH AS SAND BAGS '..ROLIND INLETS WHICH
- HAVE NOT BEEN BROUGHT UP TO GRADE, AN-) EARTH BERMS AND
N.T.S. APPROPRIATE GRADING TO DIRECT DRAINAGE AN AY FROM"THE EDGE OE=
THE TOP OF SLOPES SHALL BE CONSTRUCTED AND MAINTAINED ON THOSE
_ FELL AREAS WHERE EARTHWORK OPERATIONS ARE NOT IN PROGRESS
3" MIN. OPENING 20 TOP OF CUT BROW DITCHES, WHERF REOUIRED ON TIIE PIANS SIIAI BE
B B 1 BETWEEN BAGS CONSTRUCTED PRIOR TO EXCEEDING FEI T OF (A)1 ME ASURE:D
VERTICALLY
v - 21 CLEARING AND GRUBBING SHOULD BE LIMITED "0 AREAS THAT WILL
- - - RECEIVE IMMEDIATE GRADING EROSION CONTROL ME.ASURFS W11 l BF
REQUIRED TO PROTECT AREAS WHICH HAVI; aEFN CLEARED AND
[it-
SCALE 1 ' _ �0' GRUBBED PRIOR TO GRADING OPERATION. AND WHICH .ARE SUBJECT TO
RUNOFF DURING THE PERIOD OF THE RAINY SEAS )N THFSE MLASURFS
2 BAG DETAIL
r L MAY INCLUDE, BUTSHALI- NOT BE LIMITS:D TO GR DFD DITCHES, BRUSH
BARRIERS AND SILT FENCES CARE SHLI_ BE E D E
AECI RC IS10 PRESERV
0 2Q 4Q 8� X20 N,T.S. VEGETATION BEYOND LIMITS OF GRADING.
O I —
�A 3" MIN. OPENING 22 CITY APPROVAL OF PLANS DOES NOT RELIEVE T IF DEVELOPER FROM
.-1 --- RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION
S BETWEEN BAGS DISCOVERED DURING CONSTRUCTION UPON RE CUFST, THE REQUIRED
PLAN REVISIONS SHALT_ BE PROMPTLY SUHMIlTED :)THE CI TN' ENGINEER
A LOT 74 = FOR APPROVAL
1
7777,7177-
a 3 BAG DETAIL_ 0 3 BAG DETAIL
N.T.S. N.T.S. NOTES ;
I. THIS PLAN IS FOR EROSION CONTROL MEASURES ONLY.
SEE SHEETS 2 8 4 FOR GRADING DETAILS.
2. PERMANENT LANDSCAPING TO BE PER LANDSCAPE PLANS.
J
_ �'l�Lr-'AREa uNL)F H 1 FiL s RvFlo uF �����.�Iliam`F}ostG��ssoci�+trs
A PROFESSIONAL ENG NIERS PLANNERS b SURVEYORS CITY 1 OF TEMECULA
r 1� ^� P. 3/31/96 M R.C.E. NO. 43090 28765 SINGLE OAK DRIVE. SUITE 250, TEMECULA. CALIFORNIA, 92590 TRACT N0. 22J1 I 6
909)676-8042 FAX (909) 676-7240
APPROVED B�: ORIZ. 1"s40' BENCH MARK: LOT 76 OF 6 SHEETS
DATEer DESCRIPTION APP'D. DATE RAYMO A. CASEY, PKINCIP L ENGINEER VERT. 1"=4�
R E V I S 10 N SR.C.E. 41880 EXP. 3/31/96 SEE SHEET N0. I FILE NO.
o^� /'@/?>--CITY OF TEMECULA D^� EROSION CONTROL PLAN
JX 400387