HomeMy WebLinkAboutBook 1 Pages 44-46 Parcel 29 Precise Grading (2) Is LIEFER
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GRADING NOTE
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1, ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING NICO
CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99--23. 0 2 2 5
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1
DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE
CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL PAVING NO 4" 4.0' 4" F�I N I S E D
SLOPES. GRADE VICINITY MAP
3. MAXIMUM CUT AND FILL SLOPE - 2:1. 1. MINIMUM PARKING LOT GRADE SHALL BE ONE (1.0) PERCENT, (0.50 A`�"� i'� � � � > NC3 NOT TO SCALE
PERCENT FOR PCC). THOMAS BROTHER GUIDE
4. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A 4 :: .
�' ��� 2C142 EDITION
COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL 2• MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 0.50 PERCENT. R/W PAGE 959, C--I
HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL
COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. 3, AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUBGRADE 4 BARS 0 12"
SURFACES PRIOR TO PLACEMENT OF PAVING. O.C. EA. WAY 12 28'
5. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF 4. THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE CITY OF SECTION
9 9 : LANDSCAPE AREA
TEMECULA'S ENGINEERING DEPARTMENT A WRITTEN TEMECULA DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT mom N I CO LAS 2%
CERTIFICATION OF COMPLETION OF ROUGH GRADING IN PERMIT FOR ALL WORK WITHIN CITY RIGHT--OF--WAY. NTS ROAD 1
ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO 5. THREE INSPECTIONS ARE REQUIRED BY THE DEPARTMENT OF PUBLIC
LINE, GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. WORKS, ONE INSPECTION AT SUBGRADE COMPLETION, AT BASE GRADE fi" 5.0' 5.0'
COMPLETION AND DURING PLACEMENT OF PAVEMENT. 6=� MIN. ADJ
6. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS 6
AS NEC. TO w --.
PRECISF RADING PLA �
I Is jr%
GREATER THAN ONE FOOT. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE WATCH CURB 2:1 TO5ECTION ._� F' °"° T
PROPOSED WORK AREA, AND RELOCATION AND COST OF ALL EXISTING / NAT.
7. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH UTILITIES. THE CITY SHALL BE INFORMED 48 HOURS PRIOR TO BEGINNING 1% NTS
RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION
OF CONSTRUCTION AT (909) 694-6411. 4 ,
BY SLADDEN ENGINEERING DATED JULY 18, 2002. TWO SETS OF THE i R/W
FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE 6"
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION 7. A COMPACTION REPORT BY A SOILS ENGINEER SHALL CERTIFY 95
PERCENT COMPACTION OF BASE PRIOR TO CALL FOR SECOND INSPECTION _ � #4 BARS 0 12"
DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING AND A PLACEMENT OF PAVING. O.C. EA. WAY NOTE: GRADING ONTO ADJ. VARIES 15' -- 31 '
HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS PROPERTY REG'S A LANDSCAPE AREA
OF THE PRELIMINARY SOILS REPORT. PERMISSION LETTER. VARIES
8. COMPACTION TEST OBSERVATION OF SUBGRADE OR BASE ROCK GRADE : a 3/--&% CALLE
SHALL BE COORDINATED BY THE CONTRACTOR WITH THE SOILS SECTION '"'
8. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT ENGINEER AND THE PROJECT INSPECTOR, ALL GRADE INSPECTIONS WILL -.-- ,r--- M.rrw.r_ 1 2 MEDUSA
AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE BE IN CONJUNCTION WITH OR PRECEDED BY COMPACTION TESTING. P/J •' ♦Y:
NTS
AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED v
PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT.
9. FINAL PAVEMENT STRUCTURAL SECTION DESIGN SHALL BE SUBMITTED
9. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE
TO THE DIRECTOR OF PUBLIC WORKS FOR APPROVAL A MINIMUM OF TEN 10'
DAYS PRIOR TO PLACEMENT OF BASE MATERIAL. THE DESIGN SHALL LANDSCAPE AREA SECTION *Go -- '(�'
GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND I ,
ADHERE TO THE METHODOLOGY SET FORTH IN CHAPTER 600 OF THE
OTHER DELETERIOUS MATERIAL. CALTRANS HIGHWAY DESIGN MANUAL AND UTILIZE THE "R" VALUE- 4•5 NTS
10. DURING ROUGH GRADING OPERATIONS AND PRIOR TO
METHOD. THE "R" VALUE TESTS SHALL BE CONDUCTED IN ACCORDANCE
WITH CALIFORNIA TEST NO. 301 AND 'SHALL BE PERFORMED BY A R/W
CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, REGISTERED CIVIL ENGINEER. THE NUMBER AND LOCATIONS OF THESE 1/ '•
t E
TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO
TESTS SHALL BE SUBJECT TO APPROVAL BY THE DIRECTOR OF PUBLIC +::: RETAILING
PREVENT PONDING WATER AND DAMAGE TO ADJACENT HT VARIES
WORKS. PROP 15" WALL 2.7'--•fi.3' �4,± 99 99 11'
PROPERTIES. - 1
10. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN PVC SD i NAT GRD. CO NC. 3
11. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED FOURTEEN (14) DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING ' SURFACE SLopE 1�-�--- --�1 CALLE
METHODS. AND SHALL BE APPLIED AT A RATE OF 0.05` GALLONS PER SQUARE YARD, 1.5%t VARIES 2r
:4 A MEDUSA
CONFORM SECTIONS 37 39 AND 94 , ; . ... ,. .:•••.'� : .'�..::. ~'`'�- � 4 ----.-
ASPHALT EMULSION SHALL C ORM TO SE IO
NOTE. RETAINING WALLS REQUIRE A . ... ... ,. ..,.,.:..,..,.,
12. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST OF THE STATE STANDARD SPECIFICATIONS.
SEPARATE PERMIT '
CONTINUE TO FUNCTION, ESPECIALLY DURING STORM
CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY :DRAINAGE 11. ASPHALT CONCRETE SHALL CONFORM TO ALL PROVISIONS OF SECTION
PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES 203--6 OF THE CURRENT STANDARD SPECIFICATION OF PUBLIC WORKSUCI sc-
DURING GRADING OPERATIONS. CONSTRUCTION. ASPHALT SURFACE COURSE S L BE C2 'AR-4000. ' .�. :
MINIMUM THICKNESS IS 2 INCHES, MAXIMUM THI KNESS IS 3 INCHES, ? NTS
SECTIO N M .
13. .A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF ASPHALT CONCRETE SECTIONS GREATER T 3 INCHES SHALL CONTAIN � NTS
r
BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE
A BASE COURSE OF B•-AR-400,0, A MINIMUM THICKNESS OF 2 INCHES. R/W
REQUIRED, THE ELEVATION {WITH RESPECT TO MEAN SEA LEVEL}
I
SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT 12. TWO SPECIAL INSPE IONS ARE REQUIRED FROM DEPARTMENT OI? FUTU E 11'
GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE BUILDING AND SAFTE PRIOR TO ANY PAVING IN DISABLED PARKING
BLDG .
THE ADJACENT GROUND SHALL BE GIVEN. AREAS OR PATHS OF TRAVEL AND 'ONE NSPECTION AFTER ALL PAVING 10 ! CALLE
HAS BEEN PLACED I DISABLE PARKING ;AREAS OR PATHS OF TRAVEL.
LANDSCAPE AREA 1 2%
14. EROSION CONTROL: ALL GRADING SLOPES SHALL BE PLANTED WITH - 4*€ 9 �. MEDUSA
ROSEA ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GRADED OAD � ��► ^' ' .:...,''•:. :
2
GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN fi2.0
1 mil'
ADDITION TO GROU
ND COVER SHALL BE PLANTED WITH CHURCH
d CONSTRUCTION NOTES DRUANT� ITIES
APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS ! BLDG 8'
SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER;
99 RETAININGHT VARIES
WALL 'HT
' 1. EXISTING 3 AC OVER fi CLASS I AGG., BASE. WN
COMBINATIONS, 15 ON CENTERS. SLOPES OVER 4 IN VERTICAL N.A. WA .L 9 9 VARIES APPLICAN � ,
PROP 15" .t TO 7.5 ,
2. EXISTING 6" CURB & GUTTER' TYPE A--61 P
HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH PER C.O.T. STANDARD ZOO. N.A. PVC SD GRACE PRESBYTERIAN CHURCH
99 NAT GRD. �.a
BACKFLOW PREVENTION DEVICES PER- U.P.C.; CHAPTER 10.R. 3. EXISTING fi CURB TYPE D- 6 PER C.O.T. STANDARD 204. N.A. 2%MAX ; / MAX
FF 62.
5 31143 NICOLAS ROAD
4. EXISTING CONCRETE SIDEWALK PER ARCHITECTURAL SITE PLAN. � �"�
•d. . • : . .'...• TEMECULA, CA 92591
SLOPED AWAY FROM ALL EXTERIOR t
15. FINISH GRADE SHALL BE L D CON NOTE. RETAI ING WALLS REQUIRE
5. EXISTING STAMPED/COLORED CRETE SURFACE PER ARCHITECTURAL :�t: .. 4 951 67fi--4790
WALLS AT NOT LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. SITE PLAN. SEPARATE PERMIT
6. EXISTING 4" PVC DRAIN PIPE. CONt✓ WALKWAY '
125 LF ti s : ' PARCEL
WATER COURSES 99
16. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL ATE 'P N K
7® EXISTING AREA DRAIN INLET AND MATCH BASIN.: NDS fi SPEE--D BASIN 5 EA V
'SHALL BE PERMITTED. & fi" SO. GRATE OR EQUAL. SECTION -- NTS
957-�140--010
, _ �..,. '.
8. EXISTING 4.0 WIDE CONCRETE CATCH PER I~ W` STANDARDN.A. NOTE: RETAINING W S RE UIRE A
17. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE BASINE RC C& CD NTS Q DESCRIEJ19t!
C8100. ; SEPARATE PERMIT
FIELD PRIOR TO COMMENCEMENT OF CONSTRUCTION/GRADING. 9. EXISTING 15" PVC DRAIN PIPE. N.A. i ` THAT PORTION OF THAT PORTION OF THE SOIUTHWEST QUARTER OF
RAILING�TYI15
P ARCH
10. EXISTING CONCRETE V--DITCH PER 'SEGTN. N.A. SECTION 20 TOWNSHIP 7 SOUTH RANGE 2 WEST SAN BERNARDINO
GENTS DOES NOT PLANS EA SIDE 9 , 918. APPROVAL OF THESE PLANS BY THE CITY QR� ITS A �
11. EXISTING CH
E STIN CONCRETE DRAINAGE CHANNEL PER SECTION. N.A.N®A. I STATE
APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY 10 I '
BASE AND MERIDIAN, N THE COUNTY OF RIVERSIDE, S A E OF CALIFORNIA,
RELIEVE THE AP S
OF ERRORS OR OMISSIONS DISCOVERED DURING
12. EXISTING RETAINING WALL PER SEPARATE PERMIT. N.A.
SHOWN AS PARCEL 29, ON A MAP RECORDED IN BOOK 1, PAGE(S) 44
FOR THE CORRECTION � 9
i
13. EXISTING 10 X10 GROUTED RIP RAP PA K N.A., 1/4 TON MINIMUM 2.0 THICK. PARCEL MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY,
CONSTRUCTION, UPON REQUEST, THE APPROPRIATE PLAN REVISIONS ,
14. EXISTING V-DITCH TO JOIN PROPOSED V-DITCH. 699 699
C ENGINEER FOR REVIEW N.A. DESCRIBED AS FOLLOWS.
SHE BE PROMPTLY SUBMITTED TO THE CITY 15. CONSTRUCT TRASH ENCLOSURE PER DETAILS ON ARCHITECTURAL SITE N.A. NAT. GRADE
AND APPROVAL.
f
PLAN. CUT SLOPE BEGINNING AT A POINT ON THE NORTHWEST LINE OF SAID PARCEL 29,
O 9 99 9
16. EXISTING CONCRETE RIBBON GUTTER PER DETAIL. N.A. NORTH T
19. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT q
D y � OR $1 3fi 1 fi EAST, 567.74 FROM THE NORTHWEST CORNER THEREOF,
,.,:.
17• EXISTING MH N0. 1 PER Rt�FC&WC��} STD. MH251 N.A. ...•.. /1� THENCE SOUTH 0fi 31 20 EAST 1048.93 PARALLEL WITH THE EAST LINE OF
S FROM STATE OR FEDERAL 9� ^ fi , 9
OR PROVIDE ANY CLEARANCE ... � :; .
IMPLY ..;. �.•'::' � .. �w � 9 99
1 . V . A I'
cv ;
TI N.A. ,. ... . � . . . :. �� .... F T 8 ,
: � '"� .. . .. SAID PARCEL TO A POINT ON THE SOUTH LINE THEREOF, NORTH 3 28 40
,.,
S REGULATING THE PROVISIONS OF THE CALIFORNIA .. ... .,.. .. • . .�. :•.:�• ...,.: .: ,:,.:.;.::
WILDLIFE AGENCIES E
•. ..♦ ... ., Y . ..e t t ♦ 2 . • .•
p.
2
2
. . . . .. ., I EAST fi92.13 FROM THE SOUTHWEST CORNER OF SAID PARCEL THENCE
19. REMOVE EXISTING CONCRETE & C{�NSTRUCT GtJNG,RETE SURFACE •;h .. .. -. r, _ ♦... ......... ...t, �
OR NATIONAL ENDANGERED SPECIES ACTS. THE 1�-.+..
:>. :.c 1 1 NORTH 83 28 4 EAST 97 T LINE TO THE SOUTHEAST
PER ARCHITECTURAL SITE PLAN ,,..•.' 0 , 20fi. ON SAID SOUTH
CONTRACTOR/OWNER/DEVELOPER IS RES
PONSIBLE FOR OBTAINING THE =�l
CORNER THEREOF THEN NORTH WEST, 1055.10 ON THE EAST
20a CONSTRUCT 4 PVC DRAIN PIPE a .,: � 3 THICK GUNI'dITE W 1 9 GE NO Ofi 31 20 ES ,
CLEARANCES FROM THESE AGENCIES RIO TO ANY SITE cn
APPROPRIATE R , .- I1= 99
1 99 (r
LINE OF SAID PARCEL TO THE NORTHEAST CORNER THEREOF THENCE SOUTH
21. CONSTRUCT AREA RAN INLET AND CAT + .: CO NC. HET. WALK 1 2 x1 1 2 17 a.
' S OR GRADING. E DRAIN L CH BASIN NDS fi SP E .BASIN ..� � F r-PROP 1 / / 9 9 99 9
DISTURBANCE
9, BY PROD STRUCT ENG. 81 3fi 1 fi WEST, 247.08 TO THE POINT OF BEGINNING.
`, ... PVC SDI STUCCO NETTING
+ fi SQ. GRATE OR EQUAL.
NAT GRDa ,...,
PR T T
2 NOTE: }'�a:
NOTE: GRA ON s O AD .
_.; RAW CUT N. .
• T A
EARTHWORK QUANTITIES RESULTING FROM TH ~~�'' NTS
QU E WORSHIP CENTER DDITION. _ PRO ERl'Y REQUIR �S
Underground Service Alert'
♦ ♦ S i
RAW CUT: N.A, RAW FILL
'RAW FILL: N.A.
�� i >+.f ,r '= PERMISSION LETTER.
F aRe 9
EJQ2QQRAEHYz AS PER ORIGINAL GRADING PLAN
BUILDING AND SAFETY
, o
CaLb TOLL FREE �
cs A FIELD SURVEY BY BLAINE A. WOMER CIVI G E I G A D JA . 03 ,n
Q REVIEWED FOR.,-COMPLIANCE WITH TITLE 24 DISABLED ACCESS
1-800AND AN AERIAL PHOTGRAMETRIC SURVEY' PERFORMED BY INLAND AERIAL.
_ �G 'I AND ACCESSIBILIT O .
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422-4133AL.D 1 -o7sGR
NTS APPROVED BY•
NAM DATE t 3.396 ACRES --278 R
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TWO WORKING DAYS BEFORE YOU DIG
9
CONSTRUCTION T Y ACC
AI.E.
RECORD DATE B SEAS.
REV1S NHS BENCH MARK DESIGNBY DRAWN CHECKED DRAWING .,
A
.. � RA G NO.
tiI� 1
T ' '� PU C W�OFIt
t RECOMMENDED' BY DA E
TY T E E C hA t/�DIs 2 PA fl8�-0153 - WORSHIP {,ENTER ADDITION � � i '�
•
CONTRAC OR p�1 ER
RII AI. �` c PLANS (PREPARED UNDER ER THE S1.i1�ER' OF I
* C 8045 AT
ACCEPTED 31f 0 _. DATE
RU S P. R
INSPECTOR �, � SELL UMAN, OFF, ARCHITECT DATE 11 1 13
Fm /44 46 CUP PA02 0257
'Y" REN. 713 15 4 AM E ATTAR
VEIMALDATE COMPLETED ACTING CITY ENGINEER
PRECI GRADING PLAN
9 C804 .-- -- I OF 6 SHE
ARCHITECTS LICENCE NO. 7 3 1 5 R.C.E. NO. 4$53
EXPIRE
s
i
-
LINE DATA CURVE DATA
NUMBER DIRECTION DISTANCE NUMBER DELTA ANGLE TANGENT RADIUS ARC LENGTH
L1 N81'28'03"E 1 1.00' C 1 72'14'38" 18.24 25.00 31.52
L2 N26'17'20"W 1 1.85' C2 19'46'44" 1.74 10.00 3.45 kw/ o
L3 N06'30'36"W 19.00' C3 90000100" 3.00 3.00 4.71
L:4 N83°29'24"E 17.00 C4 180*00'00" 0.00 3.50 11.00
• , C5 84'03'44" 2.70 3.00 4.40
IF s
L5 N83 29 24 E 14.50 , Ar U dr
L6 N83'29'24"E 24.50' C6 174'03'44" 501.32 26.00 78.99 " A ' 57
L7 N83029'24"E 18.37' C7 180`00'00" 0.00 6.00 18.85
L8 N06'30'36"W 2.25' C8 180'00'00 0.00 3.25 10.21
L9 N06'30'36"W 14.75' C9 152`05'42" 8.05 2.00 5.31
L10 N06'30'36"W 15.00' C 10 27`54'18" 2.48 10.00 4.87
L11 N83'29'24"E 12.00' C11 92'51'28" 7.88 7.50 12.16
L12 N06"30'36"W 4.00' C12 22*38'12" 6.00 30.00 11.85
L13 N83'29'24"E 28.00' C13 107045'22" 13.70 10.00 18.81
L14 N06'30'36"W 3.75' C14 135°00'00" 12.07 5.00 11.78
L15 N06'30'36"W 7.25' C15 45'00'00" 12.43 30.00 123.56
L16 N83°2924"E 15.79' C16 45'00'00 22.78 55.00 43.20
L17 N83'29'24"E 15.01' C17 45`00'00" 10.36 25.00 19.64
L18 N55'35'05"E 12.97'
L19 N83029'24"E 15.52'
L20 N06030'36"W 17.00"
L21 N260 17'20"W 25.53'
L22 N06030'36"W 13.43'
L23 N38'29'23"E 22.47'
L24 N06030'36"W 25.86'
L25 N83'29'24"E 25.00'
L26 N06°30'36"W 25.00'
L27 N38°29'23"E 23.94'
L28 N83.29'24"E 12.00'
L29 N83°29'24"E 33.50'
L30 N83°29'24"E 12.75'
L31 N83°29'24"E 24.46'
L32 N83°29'24"E 16.00'
L33 N83®29'24"E 15.00' i
L34 N83'2924"E 120.00'
GRAPHIC SCALE
30 0 16 30 60 120
( IN FEET ) TH
I inch = 30 ft. � OR
t - CALLE MEDUSA N06.30'36"W 1 55.Q '
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M
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974.98'
26.94
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BUILDING AND SAFETY
Calm TOLL FREE
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1-800 AND ACCESSIB NLY.
422-4133 � � � APPROVED : �� _r � �� &LD13-078GR
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CONSTRUCTION RECORD DATE BY ACC SCE► • SEAL
REVISIONS BENCH MARK DESIGN W '� CHECKED BY DRAWING NO..
o A RECOMMENDED DATETEMECULADeAR T OF PUB WOMM
2/18/05 1 DELETE FIRE TURN-AROUND
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ACCEPTED 8 DATE' * � G 8045 a
INSPECTOR RUSSELL P. RU ANSOFF, ARCHITECT DATE 1 1 --12--13PAU'2m�0257
CA►L �1A REN: 7/31/1 ?ME�ATTAR
2
DATE COMPLETED ACTING CITY ENGINEER HORIZONTAL CONTROL PLAN
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PULL PIPE JOINTS ON 15 SD �, G4 �. �,- �- oa OFFSITE REQ S
TO DISCHARGE TO CENTER OF CHANNEL ~� A PERMISSION
EXIST CONC. LETTER
BENCH DRAIN
SOILS ENGINEER'S 2
CERTIFICATE EXOSTO o�H [NCH
I, adVO&J ?' A REGISTERED CIVIL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN FIELD OF APPLIED SOIL 2 BUILDING AND SAFETY
MECHANICS, HEREBY VERIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY REVIEWED FOR PLIANCE WITH TITLE 24 DISABLED ACCESS
DIRECTION ON /-- , r ONE COMPLETE COPY OF THE GEOTECHNICAL ENGINEERING INVESTIGATION COMPILED FROM THIS STUDY, WITH MY AND ACCESSIB Y LYe
RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER.
APPROVED BY j4
THESE GRADING PLANS HAVE BEEN REVIEWED BY ME OR UNDER MY DIRECTION AND CONFORM TO DATE
THE RECOMMENDATIONS MADE IN THE GEOTECHNICAL ENGINEERING INVESTIGATION MENTIONED ABOVE.
..
NOTES:
1. * .CURB FACE TRANSITION 0"-6".
2• SEE SHT. 1 FOR SECTIONS
. Opp-
CONSTRUCTION3. ALL IMPROVEMENTS ARE EXISTING U.O.N.
•
LEGEND
-6--" 5.0' 5»0' / 1• EXISTING 3;� AC OVER 6" CLASS 11 AGG♦ BASE
P.E. INDICATES PAD ELEVATION •. 2. EXISTING 6 CURB & GUTTER. TYPE A--6 PER C.O.T. STANDARD 200. 3•01
F.F. INDICATES FINISHED FLOOR ELEVATION ,
3^ fi" E I I 2 _ ..- 3. EXISTING 6" CURB TYPE D-6 PER C.O.T. STANDARD 204. • .
TC INDICATES TOP OF CURB ELEVATION �-v� B RET. WALL 4. EXISTING CONCRETE SIDEWALK PER ARCHITECTURAL SITE PLAN. 1.5' 1 e5'
FS INDICATES FINISHED SURFACE ELEVATION •
TP INDICATES TOP OF PAVEMENT ELEVATION 5. CONSTRUCT STAMPED/COLORED CONCRETE SURFACE PER ARCHITECTURAL SITE PLAN. o
6. EXISTING 4" PVC DRAIN PIPE.
FG INDICATES FINISHED GRADE ELEVATION GROOVED BORDER
7. EXISTING AREA DRAIN INLET AND CATCH BASIN NDS 6" SPEE - D BASIN + 6" SQ. GRATE OR EQUAL.
TG INDICATES TOP OF GRATE ELEVATION .•d"
Ev MUST BE ON THE �' •-- 8 EXISTING 4 0' WIDE CONCRETE CATCH BASIN PER RCFC & WCD STANDARD CB100 •° : . 4 •' ' `°
INV INDICATES INVERT ELEVATION y f-- N °
2:1 TO LEVEL SURFACE ' •• °
TW INDICATES TOP OF WALL ELEVATION z,n• NAT. AT THE TOP OF ': ` NOTE: CROSS SLOPE 9e EXISTING 15" PVC DRAIN PIPE.
BW INDICATES BOTTOM OF WALL ELEVATION OF LANDING AREA 10. EXISTING CONCRETE V-DITCH PER SECTION.
THE RAMP ,4,y�
FL INDICATES FLOW LINE ELEVATION ¢'.'' '� e 11 EXISTING CONCRETE DRAINAGE CHANNEL PER SECTION
' \ •�. ,�4�, 4�'�4 •\ • �'. DOES NOT EXCEED 2� COMPACTED TO sQx MiN.
i+ >+ ' 12. EXISTING RETAINING WALL PER SEPARATE PERMIT.
2 EXJSTI 15" PVC �� �`�'k4�\ 4����`4�`' IN ANY DIRECTION
' ����•�4, , `.���`4 \��.�. 13. EXISTING 10 X1 Q GROUTED RIP RAP PAD, 1 j4 TON MINIMUM 2 0 THICK
DRA N PIPE 4 ' 4 4 � . 14. EXISTING V-DITCH TO JOIN PROPOSED V-DITCH TYPICAL SECTION
to ` 4 "�`'"m �.. 'gym. ' <°'
SECTIONs !-9 ' 15. EXISTING TRASH ENCLOSURE PER DETAILS ON ARCHITECTURAL SITE PLAN CONCRETE DRAINAGE SWAL
Underground Service Alert r NTS 4 16. EXISTING CONCRETE RIBBON GUTTER PER DETAIL.
g17. EXISTING MH NO. 1 PER RCFC & WCD STD. MH 251. NTS GRAPHIC SCALE T H
IN* 1 XI TI G " PV DRAI PIP
RE 20 0 10 20 40 80 M
Call= '�"'®LL FREE NOTE: _ 2 19• R MOVE EX STI G CONC ET & CON TRUCT C NCRE E URFA E ER A CHITS TURAL S TE PLAN
OTE• 20. CONSTRUCT 4 PVC DRAIN PIPE 0
Q TRUNCATED DOME DETECTABLE WARNING SURFACE IS REGUIRED ON "
1--800 SHADED PORTION OF THE RAMP WHEN SLOPE IS LESS THEN 6 67%. 21• CONSTRUCT AREA DRAIN INLET AND CATCH BASIN NDS 6 SPEE - D BASIN + 6 SQ. GRATE OR EQUAL. 1 1 .
• { IN FEET } N
422-4133TYPICAL SECTION ALD13--078GR
1 inch _ 20 ft.
CURB-CUT AM LD03-278GR
TWO WORKING DAYS BEFORE YOU DIG NTS
a
CONSTRUCTION RECORD DATE BY REVISIONS ACC ENCH MARK S DRAWN " CHECKED WING NO.:
�.D A Rc RECt3Iw1 ENDS DATETEMECULAWARWENT ®... •
�/�0/1 2 A 08-0153 - WORSHIP CENTER ADDITION 6 +S �
CONTRACTOR. �� ptiT ER R��
HORIZONTALP PREPARED UNDER E SUPERVISIONOF
-. e 8045 ACCEPTED DATE
INSPECTOR RUSSELL P. RUMANSOFF, ARCHITECT 1 1 -12-13PM7A REN: 7/3,115 DATE A E R ATTARPAU'2�0257
DATE coMPCETEo F � �� ACTING CITY ENGINEER PRECISE GRADING PLAN
ARCHITECT'S LICENCE NO. C805 EXPIRES 7-31 -1 5R.C.E. C)• 4853 " 6 SHEErS