HomeMy WebLinkAboutLot 2 Bldg 32-35 & 62-65 Precise Grading GENERAL NOTES
1 . ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT EDITION OF THE IMPROVEMENT STANDARD DRAWINGS AND SUBSEQUENT
AMENDMENTS. ��xt o cP`'
2. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND ENGINEER OF RECORD FROM THE E? el Vis to TRA C T NO # 2 %3 9 9
RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION.
3. ANY CONSTRUCTION CHANGE MUST BE FIRST SUBMITTED TO THE CITY AS A REDLINE REVISION FOR REVIEW AND APPROVAL PRIOR TO
IMPLEMENTING THE CHANGE IN THE FIELD. PRECISE GRADING PLAN
4. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A PUBLIC RIGHT-OF-WAY.
5. A PERMITTEE SHALL SCHEDULE APRE-CONSTRUCTION MEETING TWO (2) WORK DAYS PRIOR TO BEGINNING CONSTRUCTION. LOT 2 PHASE BLDGS 32- - 35 & 621 65
6. CITY ORDINANCE 94-25 STATES THAT NO PERSON SHALL ENGAGE IN OR CONDUCT CONSTRUCTION ACTIVITY, WHEN THE CONSTRUCTION SITE IS �
WITHIN ONE-QUARTER (1/4) OF A MILE OF AN OCCUPIED RESIDENCE, BETWEEN THE HOURS OF 6: 30 P.M. AND 6: 30 A.M. , MONDAY THROUGH
FRIDAY AND SHALL ONLY ENGAGE IN OR CONDUCT CONSTRUCTION ACTIVITY BETWEEN THE HOURS OF 7: 00 A.M. AND 6: 30 P.M. , ON SATURDAY. .,
FURTHER, NO CONSTRUCTION ACTIVITY SHALL BE UNDERTAKEN ON SUNDAY AND NATIONALLY RECOGNIZED HOLIDAYS. � / //� � � � v "\
PHASE 3
7. THE ISSUANCE OF A PERMIT BY THE CITY DOES NOT IMPLY OR PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE � /� \\ ` � � (LO ra)
PROVISIONS OF STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE PERMITTEE IS RESPONSIBLE FOR / \ � aliases W
OBTAINING THE APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY DISTURBANCE OR GRADING. � /� � (LOT 1) ` PROJECT
8. EMERGENCY TELEPHONE NUMBERS (ANSWERING MACHINE IS NOT ACCEPTABLE):
SITE
TRENT HEINER, WOOOSIDE HOMES (949) 456-5044PHASE I
9. THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS OUTLINED IN THE EROSION AND SEDIMENT CONTROL NOTES THROUGHOUT THE DURATION OF
THE PROJECT, INCLUDING THE STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES.
11. CONSTRUCTION FENCING: A SIX FOOT (6' ) CHAIN LINK FENCE IS REQUIRED ON ALL INDUSTRIAL AND COMMERCIAL PROJECTS UNTIL ROOF �
SYSTEMS ARE COMPLETED FOR AS DEEMED NECESSARY FOR PUBLIC SAFETY. THE MAINTENANCE FOR CONSTRUCTION FENCING UNTIL ROOF SYSTEMS '' :..
a �
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ARE COMPLETED IS THE SOLE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR. ( � � j'' \ /� - � AAS
12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF RECORD AND TO INSTALL STREET CENTERLINE MONUMENTS I I I � • '' � ,�;• ERq� �STq
AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE N0. 491 (TRACT AND PARCEL MAPS ONLY).
13. DUST SHALL BE CONTROLLED TO COMPLY WITH SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT'S SCQQMD RULE 403, INCLUDING METHODS
APPROVED BY THE CITY ENGINEER.
14. A RESPONSE TO A REQUEST FOR OCCUPANCY SHALL BE PROVIDED NO LESS THAN THREE (3) BUSINESS GAYS FOR THE RECEIPT OF THE OCCUPANCY ' ` 1$ 4 �
RELEASE FORM. VICINITY MAP
15, FOR ALL OTHER SPECIFIC REQUIREMENTS ON PAVING, GRADING OR EROSION AND SEDIMENT CONTROL NOTES PLEASE SEE SEPARATE NOTES. � , ••r" \ V�) 1 /�� N.T.S.
2 � � ,;� LEGEND
GRADING. NOTES � �> ��
� y 0000,00
`�� ;; �.- � ��i TOP OF CURB TC
1 . ALL GRADING, EROSION & SEDIMENT CONTROL RELATED ACTIVITIES SHALL CONFORM TO THE TITLE 18 OF THE TEMECULA MUNICIPAL CODE, AND IF (� ., ./
APPLICABLE, THE STATE WATER RESOURCES CONTROL BOARD (SWRCP) NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. � ��o .. •',;<_' � �j FLOW LINE FL
2. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE SOLS REPORT 8Y: LE[GHTON AND ASSOCIATES GATED JUNE 41 2007 AND
UPDATED OCTOBER 5. 2011. � \ ` � � _ g � ��j/ HIGH POINT HP
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3. MAXIMUM CUT AND FILL SLOPES SHALL 8E 2: 1 AND SHALL COMPLY WITH RECOMMENDATIONS OF THE SOILS REPORT. " � ' � � � �//
FINISHED GRADE FG
4. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS (1 .5) SHALL BE SUBMITTED TO THE LAND DEVELOPMENT
INSPECTOR BY A REGISTERED CIVIL ENGINEER, SOILS ENGINEER OR GEOLOGIST FOR CUT AND FILL SLOPES OVER THIRTY FEET (30') IN VERTICAL 5 FINISHED SURFACE FS
HEIGHT.
' - -� � GRADE BREAK GB
5. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES TO CONVEY 100-YEAR STORM FLOWS OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED 1 �� � RgNCsumm ..... / /
SLOPES OVER THREE FEET (3' ) IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF _ � �, 1 y HIGN(.gN�p p�tIVE
TOP OF GRADE TG
SLOPES,
6. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO A PRE-CONSTRUCT[ON MEETING AND COMMENCEMENT OF ANY � 5 �, ,�� � AREA DRAIN & PIPE o--
CONSTRUCT[ON/GRADING ACTIVITY.
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7. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION AT ALL TIMES. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE \ � INVERT ELEVATION INV
PERMITTED.
�
8. TEMPORARY DRAINAGE SHALL B PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE INSTALLED. PROTECTIVE MEASURES SHALL 8E IMPLEMENTED TO GARAGE FLOOR GF 0000.0 3 � �.�� ' � \ \
PROTECT ADJOINING AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING GRADING OPERATIONS. � �A� `9<� ,- `-• •,�� "
� tr�. - •. � � ��, g � � PAD ELEVATION PE 0000.0
9. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS
MATERIAL. IF SLOPE RATIO EXCEEDS 5: 1 AND IS GREATER THAN FIVE FEET (5' ), THE TERRAIN MUST BE KEYED AND BENCHED INTO EITHER BEDROCK OR � z � :' \
NATIVE SOIL WITH EIGHTY FIVE PERCENT (85% WATER SATURATION. �� �� � � � \ � GARAGE PAD ELEVATION - GPE 0000.0
10. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOILS ENGINEER, OR GEOLOGIST WHO SHALL SUBMIT TO THE
LAND DEVELOPMENT INSPECTOR TWO (2) SETS OF WRITTEN CERTIFICATION THAT ALL FILLS OVER ONE FOOT (1 ' ) IN DEPTH HAVE BEEN PROPERLY PLACED. FINISHED FLOOR FF 0000.0
11 . THE CONTRACTOR SHALL NOTIFY THE LAND DEVELOPMENT INSPECTION DIVISION (951-30-6395) AT LEAST 48 HOURS IN ADVANCE REQUESTING ROUGH LOT � •. '� WATER SERVICE
GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT. SHEET INDEX,12. PRIQR TO RELEASE OF A BUILDING PERMIT, A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR OR SHALL SUBMIT TO THE LAND DEVELOPMENT ���Q�'� 7 SEWER SERVICE
INSPECTOR TWO (2) SETS OF WRITTEN FINAL PAD ELEVATION CERTIFICATION TO INCLUDE A STATEMENT THAT THE PAD ELEVATION IS IN CONFORMANCE
WITH THE APPROVED GRADING PLAN. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT/FILL SLOPES. SHEET 1 TITLE SHEET e /� 5 ` DRIVEWAY
SHEET 2 DETAIL SHEET
13. PRIOR TO RELEASE OF A BUILDING PERMIT, A REGISTERED SOLS/GEOTECHNICAL ENGINEER SHALL SUBMIT TO THE LAND DEVELOPMENT INSPECTOR TWO (2) SHEET 3 PRECISE GRADING PLAN �\
SETS OF WRITTEN FINAL PAD COMPACTION CERTIFICATION TO INCLUDE A STATEMENT THAT THE GRADING HAS BEEN DONE IN CONFORMANCE WITH THE LOTS 32,33,64,65 � .. SLOPE
RECOMMENDATION OF THE PRELIMINARY SOILS REPORT. SHEET 4 PRECISE GRADING PLAN
63 62
35, ,
14. POST GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED T0, INSTALLING WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION LOTS 349 � 4 � 7 � LOT NUMBER 83
THEREOF IN ACCORDANCE WITH THE TEMECULA MUNICIPAL CODE PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES OVER FOUR (4) FEET IN VERTICAL � 4 I
HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. PROJECT INFO. � ' � � UNIT TYPE/ELEVATION 2R
� �C� - I �
15. IF AT ANY TIME DURING EXCAVATION/CONSTRUCTION OF THE SITE, ARCHAEOLOGICAL/CULTURAL RESOURCES, OR ANY ARTIFACTS OR OTHER OBJECTS WHICH WDID�# : 9 330360287 \, `S'B ' , Q� .. NDICATES REVERSED FOOTPRINT
BACKWATER VALVES BW
REASONABLY APPEARS TO BE EVIDENCE OF CULTURAL OR ARCHAEOLOGICAL RESOURCE ARE DISCOVERED, THE PROPERTY OWNER SHALL IMMEDIATELY ADVISETHE CITY OF SUCH AND THE CITY SHALL CAUSE ALL FURTHER EXCAVATION OR OTHER DISTURBANCE OF THE AFFECTED AREA TO IMMEDIATELY CEASE. THE RISK LEVEL : 2 �
PLANNING DIRECTOR AT H[S/HER SOLE DISCRETION MAY REQUIRE THE PROPERTY OWNER TO DEPOSIT A SUM OF MONEY IT DEEMS REASONABLY NECESSARY TO � �� I INDICATES EXTRA
ALLOW THE CITY TO CONSULT AND/OR AUTHORIZE AN INDEPENDENT, FULLY QUALIFIED SPECIALIST TO INSPECT THE SITE AT NO COST TO THE CITY, IN GROSS ACREAGE : 2.0 ACRES \ � I � DEPTH FOOTING X
ORDER TO ASSESS THE SIGNIFICANCE OF THE FIND. UPON DETERMINING THAT THE DISCOVERY IS NOT AN ARCHAEOLOGICAL/CULTURAL RESOURCE, THE DISTURBED ACREAGE 1 . 1 ACRES \
PLANNING DIRECTOR SHALL NOTIFY THE PROPERTY OWNER OF SUCH DETERMINATION AND SHALL AUTHORIZE THE RESUMPTION OF WORK. UPON DETERMINING \ � SID E YAR D FENCE
THAT THE DISCOVERY IS AN ARCHAEOLOGICAL/CULTURAL RESOURCE, THE PLANNING DIRECTOR SHALL NOTIFY THE PROPERTY OWNER THAT NO FURTHER 0 WN E R D E VE L 0 PERINDEX \� 4 �/ (PER LANDSCAPE PLAN) Q-
EXCAVATION OR DEVELOPMENT MAY TAKE PLACE UNTIL A MITIGATION PLAN OR OTHER CORRECTIVE MEASURES HAVE BEEN APPROVED BY THE DIRECTOR. �
� � � BLOCK WALL
16. NO GRUBS[NG/CLEAR[NG OF THE S[TE SHALL OCCUR PRIOR TO SCHEDULING THE PRE-GRADING MEET[NG W[TH PUBLIC WORKS. ALL PROJECTS SITE WOODS I DE HOMES SCALE: 1'1=100# \�� ' (PER SEPARATE PLAN) N
CONTAINING SUITABLE HABITAT FOR BURROWING OWLS, WHETHER OWLS WERE FOUND OR NOT, REQUIRE A 30-DAY PRECONSTRUCT f ON SURVEY THAT SHALL 8E 11870 PIERCE STREET, SUITE 100
CONDUCTED WITHIN 30 DAYS PRIOR TO GROUND DISTURBANCE TO AVOID DIRECT TAKE OF BURROWING OWLS. IF THE RESULTS OF THE SURVEY INDICATERIVERSIDE, CA 92505 GUC - - �
THAT NO BURROWING OWLS ARE PRESENT ON-SITE, THEN THE PROJECT MAY MOVE FORWARD WITH GRADING, UPON PLANNING DEPARTMENT APPROVAL. IF CONTACT : TRENT HE I NERN
BURROWING OWLS ARE FOUND TO NE PRESENT OR NESTING ON-SITE DURING THE PRECONSTRUCTION SURVEY, THEN THE FOLLOWING RECOMMENDATIONS MUST 8E PHONE (949) 858-4980 CONSTRUCTION NOTES & QUANTITY ESTIMATE (GENERAL UTILITY EASEMENT)
ADHERED T0: EXCLUSION AND RELOCATION ACTIVITIES MAY NOT OCCUR DURING THE BREEDING SEASON, WHICH IS DEFINED AS MARCH t THROUGH AUGUST
31, WITH THE FOLLOWING EXCEPTION: FROM MARCH 1 THROUGH MARCH 15 AND FROM AUGUST 1 THROUGH AUGUST 31 EXCLUSION AND RELOCATION ACTIVITIES
MAY TAKE PLACE IF IT IS PROVEN TO THE CITY AND APPROPRIATE REGULATORY AGENCIES (IF ANY) THAT EGG LAYING OR CHICK REARING IS NOT TAKING SOILS ENGINEER: NO' ITEM QUANTITY UNITPLACE. THIS DETERMINATION MUST 8E MADE BY A QUALIFIED B[OLOG[ST. OjS O I L S ENGINEERS C
LOT GRADING ( 1 LOT X 25 C.Y. ) 200 CY
17. DURING ALL PROJECT SITE CONSTRUCTION, THE CONSTRUCTION CONTRACTORS SHALL EQUIP ALL CONSTRUCTION EQUIPMENT, FIXED OR MOBILE, WITH LE I GHTON AND ASSOCIATES o
PROPERLY OPERATING AND MAINTAINED MUFFLERS, CONSISTENT WITH MANUFACTURERS' STANDARDS. THE CONSTRUCTION CONTRACTOR SHALL PLACE ALL 41715 ENTERPRISE CIRCLE NORTH, SUITE 103 �2 I NS�fALL 6 it PER N.D.S. NO. 40 OR EQUIVALENT 52 EA I , 1 A REGISTERED CIVIL E G I NEER OF THE STATE OF CALIFORNIA, o
STATIONARY CONSTRUCTION EQUIPMENT SO THAT EMITTED NOISE IS DIRECTED AWAY FROM THE NOISE SENSITIVE RECEPTORS NEAREST THE PROJECT SITE. TEMECULA, CA. 92 590
PHONE: (951 ) 296-0530 O3 CONSTRUCT DOWNSPOUT CONNECTION PER DETAIL 4, CASE 1 16 EA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPL ED SOIL MECHANICS, HEREBY VERIFY THAT
18. THE CONSTRUCTION CONTRACTOR SHALL UTILIZE TEMPORARY NOISE BARRIERS IN THE EVENT CONSTRUCTION ACTIVITIES TAKE PLACE WITHIN 100 FEET OF A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS Mq BY ME
AN EXISTING RESIDENTIAL STRUCTURE. FAX: (951 ) 296-0534 960 LF OR UNDER MY DIRECTION ON ONE COMPLETE COPY OF THE GEOTECHMir�L o-
�4 INSTALL 4 PVC DRAIN PIPE
ENGINEERING INVESTIGATION COMPILED FROM THIS S�(UDY, WITH MY RECOMMENDATIONS, ';���,� BEEN �
19. THE CONSTRUCTION CONTRACTOR SHALL LOCATE EQUIPMENT STAGING IN AREAS THAT WILL CREATE THE GREATEST DISTANCE BETWEEN CONSTRUCTION-RELATED SOURCE OF TINSTALL 6�� PVC DRAIN PIPE 246 LF "� ' NNOISE SOURCES AND NOISE SENSITIVE RECEPTORS NEAREST THE PROJECT SITE DURING ALL PROJECT CONSTRUCTION. SUBMITTED TO THE OFFICE OF THE CITY ENGINEER.
—,
20. THE CONSTRUCTION CONTRACTOR SHALL LIMIT HAUL TRUCK DELIVERIES TO THE SAME HOURS SPECIFIED FOR CONSTRUCTION EQUIPMENT. HAUL ROUTES ANALYTICAL PHOTOGRAMMETR I C SURVEYS, INC. 6 INSTALL 8 PVC DRAIN PIPE 188 LF '
O THESE GRADING PLANS HAVE BEEN REVIEWED BY ME OR UNDER MY DIRECTION AND CONT R�� �a THE N
SHALL NOT PASS SENSITIVE LANG USES OR RESIDENTIAL DWELLINGS. 647 N. MAIN STREET, SUITE 1A O7 INSTALL 10° PVC DRAIN PIPE 1 18 LF RECOMMENDATIONS MADE IN THE GEOTECHNICAL INVESTIGATION MENTIONED ABOVE.
RIVERSIDE, CA. 92501
(951 ) 686-5103 � ��� �
8
DATE OF TOPOGRAPHY 9/16/02 CONSTRUCT SIDEWALK UNDERDRAIN PIPE PER STD. N0. 303 1 EA � V
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�g CONSTRUCT CONCRETE WALKWAY PER CITY OF TEMECULA STD. N0. 40120490 SF SIGNED �� • �,�
PLANNING IIIDE91ON ■ CONSTRUCTION BASIS OF BEARINGS NOTE: -ALL CURB ADJACENT SIDEWALK TO BE BUILT PER LD06-02500
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) �
� � �X161.63376� Z
THE BEARINGS SHOWN HEREON ARE BASED ON A 10 INSTALL 4" GRATE PER N.D.S. N0. 11 OR EQUIVALENT 2 EA
R.C.E. N0.
PORTION OF THE CENTERLINE OF YNEZ ROAD AS *� � �
40810 COUNTY CENTER DRIVE SHOWN ON TRACT NO. 23992, M.B. 231/9-12 8E I NG INSTALL 3 PVC DRAIN PIPE 16 LF Z 13� Z�I Z qC�� �
c _j
TEMECULA,CALIFORNIA 92591-8022 0 >, 1 ,51 1 SF DATE o
CONSULTING 951.e78.8042 ■ FAx 951.678.7240 • www.RBF.com INN 48 15 11 W 12 INSTALL DRIVEWAY LD 11-095GR 9Q
J
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE �aFESS/ DESIGNED BY DRAWN BY CHECKED BY Cl TY OF TSHEET N°. a
T-32-81 RESET 1987, A 2 1/2" DISK ��� �N'4( M. DOTY M. DOTY M. DOTY DEPARTMENT OF PUBLIC WORKS �
CONTRACTOR IN CONCRETE WALK NEAR THE HORIZONTAL ��`� A �� �2 RECOMMENDED BY: DATE: Z Z3l/2 �
� � PLANS PREPARED UNDER THE SUPERVISION OF cn
O1
RANCHOECALIFORNIA RROADS IN ETHEAND w .� m 1��oP ? cGC a
PRECISE GRADING PLAN
INSPECTOR SIDEWALK OF A BRIDGE OVER THE AS NOTED � No. 73744 �' -'-'�' � " " ,� °A-- TRACT 23992 - LOT 2 �
MURRIETA CREEK ON THE NORTHWEST * * �.-- -__._ ACCEPTED BY: GCS DATE: Z z.3 /Z g -'' .�,.. .,,,.;a, � Q
CORNER OF BRIDGE. VERTICAL Q, � DATE: Z � Z��Z REG TLER .. :::::.:.. � TITLE SHEET ~
DATE COMPLETED `�qp ����� ��� MARK A. DOTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEER ���e�'�•1989:..`� a
N/A FaFc�.��° R.C.E. 73744 �� PHASE 1 , BLDGS 32- 35 8c 62-65 of q- SHEETS °-
ELEVATION = 1007.337' R.C.E. 47109
r
RANCHO HIGHLAND
ROAD BUILDING LINE-\,,
R
z z
VARIES X
�FINISHED FLOOR
EX. 30 DITCH j:,.•!.,,. ;r 1... . , �. ..
T
EX.RETAINING WALL
PAD ELEVATION
SAND FILL
1%
EX. 2 : 1 SLOPE PAD
NOTES:
TYPICAL_ SECTION BUILDING FACE 1 . ALL FITTINGS BY:NATIONAL DIVERSIFIED SALES, INC. (OR EQUAL)
NOT TO SCALE 851 N. HARVARD AVENUE
TYPICAL SLrAB /FOOTING DESIGN DETAIL_ LINDSAY, CA. 93247
i T
NOT TO SCALE DOWN SPOUT (800) 726-1994N
VAIRES PER PLAN 2. REFER TO FINISH GRADING NOTES
R/W A VTA " OR 3" DIA.----*, 3. DO NOT GLUE GRATE OR RISER TO PIPE
TIERRIS2
ROAD 4. GLUE: "IPS WELD-ON" #733 SOLVENT
STRAP-\ (MEDIUM BODIED, FAST SET) FOR ABS PIPE
THRU 6" DIAMETER
JOIN DOWN SPOUT 5. EACH LOT TO HAVE ROOF DRAIN SYSTEM
VARIES PER PLAN TO RISER
04I I 3" PVC RISE
(LENGTH VARIES)
FINISH GRADE
EX.30 D I TCH 1��,t'F,- 2.0% MIN
11 — ..#.
EX.RETAINING WAL - ,::: •• ,\//\//\/\
L----4, NDS 1230 OR APPROVED
I I- BUILDING LINE-\ EQUAL WHERE SHOWN
' - : !
PAD 2% MIN 1% MIN ON PLAN 1 .0% MIN
DRAIN PIPE3 PVC DRAIN PIPE
SWALE PER THIS PLAN PER PLAN
MUDSILL 3" PVC 45* ELBOW TYP.
DEEPENED FOOTING (DF) DEPTH FINISHED FLOOR 3" PVC DRAIN PIP (2) PLACES OR USE ( 1 ) 90*
SHOWN ON GRADING PLANS (TYP) SWEEP
TYPICAL SECTION
G
PLANS Lr_DEPTH
S
El
0 0
NOT TO SCALE ON)(
go% PAD
r
FINISHED GRADE
�N r� PAD ELEVATION
SAND N
SAND FILL
12 MIN DOWN SPOUT TCS AREA DRAIN
NOTE: I N NO CASE SHALL THEIR SWALE FL CASE I
BE LOWER THAN THE BOTTOM OF THE NOT TO SCALE
BUILDING LINE BUILDING LINE FOOTING WITHIN 5' OF THE FOOTING
DEEPENED FOOTING DEPTH AS SHOWN ON THESE PRECISE GRADING PLANS EXCLUDE
5' MIN 4 5' MIN THE BUILDING SLAB THICKNESS PER ARCHITECT PLANS. FOOTING DEPTHS MAY BE
VARIES WALK VARIES EXTENDED DUE TO STRUCTURAL REQUIREMENTS.
MIN
1 " MIN ,. z
o- -a*-- co F-4 FINISHED FLOOR
z m UP ER) EXTRA DEPTH FOOTING DETAIL_
FINISHED FLOOR-\ NOT TO SCALE
N Nt
(LOWER) 0MZ
V A.
2.0% SAND FILL PAD ELEVATION
%
PAD ELEVATION SAND FILL
VC DRAIN PIPE
L�d 2,�O" A4jjV 4' OR 6' SIDEWALK PER PLAN
PVC DRAIN PIPE 1 (WHERE APPLICABLE) -we" INSTALL
(WHERE APPLICABLE) FL OF P I PE 1/2 4" GRATE 1 1/2 M IN. COVER
ABOVE GUTTER 6
FLOWLINE 4" PVC
TYPICAL SECTION INVERT ELEV. E F a
E
PER PLAN 2%
3 s
NOT TO SCALE -q-
19 6 z
SECTION
4"x 4"x 4" TEE >_
CURB F_
3"x4" REDUCER 0
EXISTING HOUSE EXISTING HOUSE 3 MIN PVC (SCHEDULE 80}
VARIES PER PLAN VARIES PER PLAN
o —I I o��
EX. 30 DITCH
�. �, � =it VIII►�, �, SIDEWALK UNDERDRAIN PIPE DETAILC�) T_
CL
Y _I� PER CITY OF TEMECULA STD. NO. 303
EX.RETAINING WALL----,4%., EX.RETAINING WALL
PAD 2% MIN ja MIN PAD 2% MIN 1% MIN Ex. 12 PVC cy)
/0
SWALE PER THIS PLAN SWALE PER THIS PLAN
TYPICAL SECTION TYPICAL SECTION
4
NOT TO SCALE NOT TO SCALE
C ILI
0-
PLANNING 0 DES113N 0 CONSTRUCTION >
40810 COUNTY CENTER DRIVE <
TEMECULA,CALIFORNIA 92591-6022
E:E3 N S U LT N(3 951.676.8042 FAX 951.676.7240 www.RBF.com
LD 11—095GR
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY
SHEET NO.
SCALE s M. DOTY M. DOTY M. DOTY CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS cr)
T-32-81 RESET 1987, A 2 1/2" DISK A. 0 1 1
RECOMMENDED BY: DATE: gz3ha.
IN CONCRETE WALK NEAR THE HORIZONTAL 0 1." PLANS PREPARED UNDER THE SUPERVISION OF 0
CONTRACTOR C09 T
INTERSECTION OF FRONT STREET AND T Ln
RANCHO CALIFORNIA ROAD IN THE .... PRECISE GRADING P LAN
w rn
SIDEWALK OF ABRIDGE OVER THE AS NOTED
INSPECTOR No. 73744 __ : �
. MURRIETA CREEK ON THE NORTHWEST ACCEPTED BY. DATE: Zle,7 2_� TRACT 2 3 9 9 2 LOT 2
DATE: f I
CORNER OF BRIDGE. VERTICAL r 4EG E�(ftl_ER v4 ........
....+eye. DETAIL_ SHEET
DATE COMPLETED MARK A. DOTY p ...
e.
DIRECTOR OF PUBLIC WORKS/CITY ENGINEER
N Lrf
ELEVATION 1007.337' N/A OF Cwvs�,►
R.C.E. 73744 R.C.E. 47109 N101 PHASE 1 , BLDGS 32— d5',- & 62-65 OF 4 SHEETS
TIERRAV� A ROAD - - -
„�, Fr S T IMP PLANS / 2 Comm& a -.-
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120
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1115 �
cn -__.... . EX��T�NG,---SLOPE~ 2 • 1 - _ -- -. --
(05.5 --`- -�__ __- _ 0 .....
FS =>
(1,2.,g�> 5.a TG
r� ev l .87 I NV � 1
3 4 5.0 TG 5. 1 TG 2 3 06.0 04.7 TG 2
/ 4. A- -�- ... ,,�, 0.5% -3.62 3 AV/AR 3.44 I NV 05.60 FG 5. 1 TG 3. 13 IN
__--. -
�� 04.7 TG ---- --- .�.. ,°. 5 INV F _ 2
2SGB 3. 19 INV
(05.5 3.95 IN ~`�' �' `_~-.- --�-- ...r -... _ � ..
�`�.` ,
FS on
v • . 05. 16 4 05. 16 a
-, 05.60 - • 1 .0% : • a v TC TC • • d T_/
4.80FS 12 12 N 05.4 s -
/ g 24 1 FG
C� FG --
/ 05.09 06.07 -`
05.31 05.4 06.07
TC 05. 10 -� GFS GFF FF 06.47 FF FF (05.6D5.4 06.07 06.07 FF 06.07 05.40 3.9� 05.74 FS
(10.9,3) \ ac FG GFF 1 .7�' TC a- FG FF 05.74 FS FF 5.3 0 63.
T0 �. 15. 3 DRI EWAY
af
.. V0 + ,� C)
7 .5 ST. ST A, . 14 0.01 12 _2. .
LOj 15.83' DR EWAY o �..,
• 0 2 12 27 T. STA. 14+ 9.29 GUE II 32
o cn LINE �- cn 05.7 3 FF -. ..�
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3
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g CONSTRUCT SIDEWALK UNDERDRAIN PIPE PER STD. NO. 303
TEMECULA,CALIFORNIA 92591-6022
C 0 N S U LT1 N 13 951.676.8042 FAX 951.676.7240 ■ www.RBF.com CONSTRUCT CONCRETE WALKWAY PER CITY OF TEMECULA STD. NO. 40111-095GR9 L D
DESIGNED BY DRAWN BY CHECKED BY �
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE g0�E5 /p CITYOFSHEET NO.
O4
M. DOTY M. DOTY Mo DOTY
DEPARTMENT OF PUBLIC WORKS rn
T-32-81 RESET 1987, A 2 1/2 DISK �� p,, �
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r PRECISE GRADING PLAN
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O YY. :.Y�1�:.r.
A. 33
DATE. � d': .. ��
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>' P1V1�- �� MARK A. DOTY °-
DATE COMPLETED qI` 0� D I RECTOR OF PUBLIC WORKS/CITY ENG I NEER F SHEETS
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9� CONSTRUCT CONCRETE WALKWAY PER CITY OF TEMECULA STD. N0. 401 � \ 6 0001*
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PLANNING ■ DESIGN ■ CONSTRUCTION � 10 O 10 ZO 30 J
40810 COUNTY CENTER DRIVE � � GRAPHIC SCALE z
Q
0 a 0 TEMECULA,CALIFORNIA 92591-8022
C D N S U LT I N C3 951.67e.8042 FAX 951.678.7240 • wwwABF.com p
LD 11-095GR Q
U
CONSTRUCTION RECORD DATE 8Y REVISIONS DATE ACC'D BENCH MARK SCALE �OFESS/ DESIGNED BY DRAWN BY CHECKED BY CITY OF TEMECU �A SHEET N0.QM. DOTY M. DOTY M. DOTY /� DEPARTMENT OF PUBLIC WORKS rn
T-32-81 RESET 1987, A 2 1/2" DISK �. � �/"(� � c�
IN CONCRETE WALK NEAR THE HORIZONTAL � A �0 �2 RECOMMENDED BY: DATE: Z'�Z3l/L c�
CONTRACTOR � G� PLANS PREPARED UNDER THE SUPERVISION OF � o
INTERSECTION OF FRONT STREET AND � � Z °Q P PRECISE GRADING PLAN `n
RANCHO CALIFORNIA ROAD IN THE AS NOTEDrvi INSPECTOR SIDEWALK OF A BRIDGE OVER THE � No. 73744 �' � `�R� " cG� �
MURK I ETA CREEK ON THE NORTHWEST * * /��'`-- �--- "_� -..� . '.J Z .3� ZD/Z'. ACCEPTED BY: � �� �ti� DATE: Z 23 /L � ;<" :.: <f=r: TRACT 2 3 9 9 2 - LOT 2 Q
DATE. ° ~
CORNER OF BRIDGE. VERTICAL %Q. AREWBUTLER
�,` xY,���� PHASE � �
DATE COMPLETED (�J�q gTFOF CAL�F��� R.C.E. 7D3O744 DIRECTOR OF PUBLIC WORKS/CITY ENGINEER °'rio��sa�'oQv� OF �I- SHEETS �
ELEVATION = 1007.337 R.C.E. 47109 BLDGS 34, 35, 62 8c 63
T_