HomeMy WebLinkAboutTract Map 32437-1 Lot 1-5, 9-25 Precise Grading GENERAL NOTES:
1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT EDITION OF THE IMPROVEMENT STANDARD DRAWINGS AND r �5 15 oT sp'Q/N
SUBSEQUENT AMENDMENTS. � CS
2. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND ENGINEER OF RECORD FROM THE
RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION.
3. ANY CONSTRUCTION CHANGE MUST BE FIRST SUBMITTED TO THE CIN AS A REDLINE REVISION FOR REVIEW AND APPROVAL PRIOR TO
IMPLEMENTING THE CHANGE IN THE FIELD.
4. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A PUBLIC RIGHT-OF WAY.
15
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5. A PERMITTEE SHALL SCHEDULE APRE-CONSTRUCTION MEETING TWO (2) WORK DAYS PRIOR TO BEGINNING CONSTRUCTION.
6. CIN ORDINANCE 94-25 STATES THAT NO PERSON SHALL ENGAGE IN OR CONDUCT CONSTRUCTION ACTIVITY, WHEN THE 5� PROJECT (�
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 6:30P.M., ON SATURDAY. FURTHER NO CONSTRUCTION ACTIVITY SHALL 8E UNDERTAKEN ON SUNDAY AND
NATIONALLY RECOGNIZED HOLIDAYS.
7. THE ISSUANCE OF A PERMIT BY THE CITY DOES NOT IMPLY OR PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES 1,5 � 16 ; 17 ; 18 19 20 ; 21 � ?.2 � 23 � 24 � 25 26 � � � 2y � � �� 50 ' S1 � �� ' �,� ' �,� ' `�� ' �6 ' S7 ' ,58 ' ��� ' � . 62 � 23 '
REGULATING THE PROVISIONS OF STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS THE PERMITEE IS I I ,30 � 49 \ __�__�1_�L__ �0 �' �� � ' 24 \ �22 I 1� 12�
RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCE OR GRADING.
3% 2- I f' —l'��;�'
GARRISON DRIVE �3 LANDRUM PLACES. EMERGENCY TELEPHONE NUMBERS (ANSWERING MACHINE IS NOT ACCEPTABLE): AMESBURY LANE �'�J �48 2�`
-- -- -- - -- -- 31 � �
LADIO KYTLICA RICHMOND AMERICAN HOMES (.818) 266-2656 63 57 56 44 W 15
6 7 8 9 7U 1 1 12 13 14
(RESPONSIBLE PERSON/DEVELOPER) (COMPANY) (24 HR PHONE NUMBER) 5 J2 �7 Z >-- 43 ,s� 32 26 � I�f 14
' _j ; 64 58 � 55 45 1 3: 1 '--; ,31 a' VICINITY MAP
LADIO KYTLICA RICHMOND AMERICAN HOMES (818) 266-2656 � 3
(RESPONSIBLE PERSON/CONTRACTOR) (COMPANY) (24 HR PHONE NUMBER) �2 -- '
.�,5 4 6
� � Z ~ 36 �� O 1 16 �'3 NOT TO SCALE
MC�DF(. 47 40 3� ,3f3 .37 36 3� � p 65 � w 54 46 � 41 �
9. THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS OUTLINED IN THE EROSION AND SEDIMENT CONTROL NOTES THROUGHOUT THE 2 42 ; 3¢ 4� � Q � �9 � Z , �, r. �l . — V 30 � 17
DURATION OF THE PROJECT, INCLUDING THE STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. � MODEL ' � 66 � L-� '� V) ' z 2f3 �
WEN AM WAY ,3,5 4�� 5.3 47 w � 37 O U
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING _ _ 60 ZO __� � ; �0 m 29 �- EARTHWORK QUANTITIES:
UTILITIES. � �'I
26 � 3 ,34 w ' �6 4.3 � � ��... � �2 �g 3g vfG 950 YD CUT 0 YD FILL
11. CONSTRUCTION FENCING: A SIX FOOT (6') CHAIN LINK FENCE IS REQUIRED ON ALL INDUSTRIAL AND COMMERCIAL PROJECTS UNTIL � R� - 64
Q 68 �� o -- �S9 EMERY � � ; 12 AREA SUMMARY:
ROOF SYSTEMS ARE COMPLETED OR AS DEEMED NECESSARY FOR PUBLIC SAFETY. THE MAINTENANCE FOR CONSTRUCTION FENCING --� 37 �Z
4 27 � 5� --� �(� GROSS ACREAGE = 2.12 AC
UNTIL ROOF SYSTEMS ARE COMPLETED IS THE SOLE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR. `�`� 3'� }- � , F2 � `�y y DISTURBED ACREAGE = 2.12 AC
2,3 0 .38 41 69 � ���, 8
12. IT SHALL 8E THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF RECORD AND TO INSTALL STREET CENTERLINE �/A RLY
k-A
, 64 , �... �� > �MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE N0. 491 (TRACT AND PARCEL MAPS ONLY). Q � 2 y �� ' Z 45 , �S� N 39 40
70 �S 50 ', 4 J 6
13. DUST SHALL BE CONTROLLED TO COMPLY WITH SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT'S (SCAQMD) RULE 403, INCLUDING � � � J -- -
00
METHODS APPROVED BY THE CITY ENGINEER. -� �
� � 30 �. 46 `�� EMERY DRIVE _ 2
VI ED NO LESS THAN THREE (3) BUSINESS DAYS FOR THE RECEIPT OF � 14 LEGEND OF ABBREVIAT14. A RESPONSE TO A REQUEST FOR OCCUPANCY SHALL 8E PROD � N , Z
THE OCCUPANCY RELEASE FORM. I 3 Q � �� jU
27 � T.C. TOP OF CURB �-- 100 - - EXIST. CONTOUR
� �� � 20 21 22 23 24 25 2� F.L. - FLOWl,INE ELEV. --100-- PROP. CONTOUR
15. FOR ALL OTHER SPECIFIC REQUIREMENTS ON PAVING, GRADING OR EROSION AND SEDIMENT CONTROL NOTES PLEASE SEE SEPARATE � '--- ,� 9 ,�, �, ,�. / ,�• __ _11 111 1 1 T.G. TOP OF GRATE -- PROPERTY LINE
NOTES. 4 ' 1,32 29 ���,1 -'�' - �- - � -
1 � 4� _, �' G.B. Gf�ADE; BREAK DAYLIGHT LINE
f.,� 1'.�/ l 1 19 18 1 l 16 1.5 14 1,3 �2 SHEET FLOW RATE
16. PROVIDE SURVEY CUTS SHEETS TO THE CIN ENGINEER OR HIS/HER REPRESENTATIVE UPON REQUEST. � /I L� -� / 1 F.G. FINISH GRADE ��_
R*G* ROUGH GRADE GRADED SWALE
r 18 __ - "-'� CENTERLINE
GRADING NOTES: 4� F.S. FINISH SURFACE --�-
� 34 CHARLE,,SBURG DRIVE �� h° INV. INVERT OF DRAIN - 1�� e - SWALE HIGH POINT
1. ALL GRADING, EROSION & SEDIMENT CONTROL RELATED ACTIVITIES SHALL CONFORM TO THE TITLE 18 OF THE TEMECULA MUNICIPAL CODE, W � � -- � '` P. PAL) ELEVATION • . . FLOWLINE
AND IF APPLICABLE, THE STATE WATER RESOURCES CONTROL BOARD (SWRCB) NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. 7 / - J � 9 10 � 1 �� � F.F. FINISH FLOOR ELEV. �'S,� SUBDRAIN
i � �' G.F.F. GARAGE FINISH FLOOR a� AREA DRAIN
2. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON AND 8 / 3 4 _ y
ASSOCIATES, INC. DATED JANUARY 17, 2002. � �-
1 7 =�, B.V.C. BEGIN VERTICAL CURVE � TOP OF SLOPE
TOE OF SLOPE
3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1 AND SHALL COMPLY WITH RECOMMENDATIONS OF THE SOILS REPORT. ,36 � � E.V.C. END VERTICAL CURVE
G D38sIINDEX MAP P.l. POINT OF INTERSECTION ��rrrrr� RETAINING WALL
4. STABILITY CALCULATIONS WITH AFACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS (1.5) SHALL BE SUBMITTED TO THE LAND vRE.P. EDGE OF PAVEMENT �, FIRE HYDRANT
DEVELOPMENT INSPECTOR BY A REGISTERED CIVIL ENGINEER, SOILS ENGINEER OR GEOLOGIST FOR CUT AND FILL SLOPES OVER THIRTY �Hp,R�EsB �' 40 �� SCALE 1° = 150'
FEET (30') IN VERTICAL HEIGHT. 52 _ �n � � �� T.W. TOP OF WALL ELEV. STREET LIGHT
T.F. TOP OF FOOTING ELEV. SOUND OR SCREEN WALL
CONCRETE BROW DITCHES TO CONVEY 100-YEAR STORM FLOWS OR PROVIDE GRADED BERMS, ALONG THE TOP � �j �� 45 C� �� � �2
5. PROVIDE, AS APPLICABLE, T.R.W. TOP OF RET. WALL ELEV. o .y DEEPENED FOOTING
OF ALL GRADED SLOPES OVER THREE FEET (3') IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT SURFACE -- � �Op D.F. DEEPEN FOOTING �� � �p� WATER METER
RUNOFF AWAY FROM THE TOP OF SLOPES. 54 � � ' 50 46 —'Z 4'' REFER TO TM32437 ROUGH GRADING PLANS, LD04-295GR LENGTH DEPTH OF RE4'D OVER EXCAVATION
6. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO APRE-CONSTRUCTION MEETING AND COMMENCEMENT � FOR EROSION CONTROL & SEDIMENT PROVISIONS/COMPLIANCE. DWY, DRIVEWAY 3' O.X. CATCH BASIN & LOCAL DEPRESSION
OF ANY CONSTRUCTION/GRADING ACTIVITY. � 552y 9 47 COPY OF SAID PLANS AND SWPPP SHALL BE AVAILABLE ONSITE. N.T.S. NOT TO SCALE
G P.U.E. PUBLIC UTILITY EASEMENT � INDICATES CONCRETE STOOP
7. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION AT ALL TIMES. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER
COURSES SHALL BE PERMITTED. 5�/� 2 48
�' CONSTRUCTION NOTES AND QUANTITIES: INDICATES ENHANCED ELEVATIONS
8. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE INSTALLED. PROTECTIVE MEASURES SHALL BE 57 n�
IMPLEMENTED TO PROTECT ADJOINING AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING GRADING � G O1 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY STD. 207, WIDTH PER PIAN 19 EA. SINGLE SYSTEM BACKWATER
OPERATIONS. �58 BW VALVE REQUIRED
MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL AND � (FOR INFORMATIONAL PURPOSES ONLY) N
9. FILL M Q2 SAWCUT AND REMOVE EXISTING CURB AND GUTTER. CONSTRUCT 6" CURB AND GUTTER PER CITY STD. 200. 87 L.F. �
�� � 67
SPLIT SYSTEM BACKWATER
OTHER DELETERIOUS MATERIAL. IF SLOPE RATIO EXCEEDS 5:1 AND IS GREATER THAN FIVE FEET (5'), THE TERRAIN MUST BE KEYED AND �
,, WS VALUE REQUIRED
BENCHED INTO EITHER BEDROCK OR NATIVE SOIL WITH EIGHTY FIVE PERCENT (85%) WATER SATURATION.
� F�� (FOR INFORMATIONAL PURPOSES ONLY o
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. LO
N
11. THE CONTRACTOR SHALL NOTIFY THE LAND DEVELOPMENT INSPECTION DIVISION (951-308-6395) AT LEAST 48 HOURS IN ADVANCE
REQUESTING ROUGH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT
CLEARANCE FOR EACH LOT. 48
12. PRIOR TO RELEASE OF A BUILDING PERMIT, A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT TO THE LAND ENVIRONMENTAL NOTE:
DEVELOPMENT INSPECTOR TWO (2) SETS OF WRITTEN FINAL PAD ELEVATION CERTIFICATION TO INCLUDE A STATEMENT THAT THE PAD THE ISSUANCE OF THIS PERMIT BY THE CIN OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY AGENCY CLEARANCES V_
�ELEVATION IS IN CONFORMANCE WITH THE APPROVED GRADING PLAN. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION FROM STATE OR FEDERAL WILDLIFE AGENCIES REGULATING THE PROVISIONS OF THE CALIFORNIA OR NATIONAL
OF CUT/FILL SLOPES. ENDAGERED SPECIES ACT. �
DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM ALL APPLICABLE FEDERAL, STATE o
13. PRIOR TO RELEASE OF A BUILDING PERMIT, A REGISTERED SOILS/GEOTECHNICAL ENGINEER SHALL SUBMIT T4 THE LAND DEVELOPMENT & LOCAL REGULATORY AGENCIES AND DISTRICTS PRIOR TO ANY SITE DISTURBANCE OR GRADING. �
INSPECTOR TWO (2) SETS OF WRITTEN FINAL PAD COMPACTION CERTIFICATION TO INCLUDE A STATEMENT THAT THE GRADING HAS BEEN SOILS ENGINEER'S CERTIFICATE:
DONE IN CONFORMANCE WITH THE RECOMMENDATION OF THE PRELIMINARY SOILS REPORT. NOTICE TO CONTRACTORS:
5/a,•,�ctkfY �r' +� A REGISTERED CIVIL ENGINEER OF THE STATE OF CALIFORNIA 14. POST GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED T0, INSTALLING WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE I, Ja recti � � N
A COMBINATION THEREOF IN ACCORDANCE WITH THE TEMECULA MUNICIPAL CODE PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THIS PLAN BY THE CIN OF TEMECULA, EASTERN PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY VERIFY
OVER FOUR (4) FEET IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER THE MUNICIPAL WATER DISTRICT OR RANCHO CALIFORNIA WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS o
U.P.C. TO THE ACCURACY OR COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY PIPE MADE BY ME OR UNDER MY DIRECTION ON . ONE COMPLETE COPY OF Z
OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE THE GEOTECHNICAL ENGINEERING INVESTIGATION COMPILED FROM THIS STUDY, WITH MY v
BASIS OF BEARINGS: PRECAUTIONARY MEANS TO PROTECT THE UTILITY LINES NOT OF RECORD OR SHOWN ON THIS PLAN. RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CIN ENGINEER.
Underground Service Alert THE BASIS OF BEARINGS ARE BASED ON THE CENTERLINE OF DEER HOLLOW WAY BEING N 42023'53" E THESE GRADING PINS HAVE BEEN REVIEWED BY ME, OR UNDER MY .DIRECTION AND
(ROTATED 0000'35" FROM THE RECORD BEARING OF N 42023'18" E PER PM N0. 24387, PMB 164/ NOTE: CONFORM TO THE RECOMMENDATIONS MADE IN THE GEOTECHNICAL ENGINEERING INVESTIGATION �
• •
Call: TOLL FREE 5-20.) 'SIF AT ANY TIME DURING EXCAVATION/CONSTRUCTION OF THE SITE, ARCHAEOLOGICAL/CULTURAL RESOURCES, OR ANY MENTIONED ABOVE. �
•. � ARTIFACTS OR OTHER OBJECTS WHICH REASONABLY APPEARS TO BE EVIDENCE OF CULTURAL OR ARCHAEOLOGICAL
LEGAL DESCRIPTION: RESOURCE ARE DISCOVERED, THE PROPERTY OWNER SHALL IMMEDIATELY ADVISE THE CIN OF SUCH AND THE CITY
� LOTS 1, 5, AND 9 THROUGH 25, INCLUSIVE OF TRACT N0. 32437-1, IN THE CIN OF TEMECULA, ,,,. /r��.�� RofEssr
1�800 SHALL CAUSE ALL FURTHER EXCAVATION OR OTHER DISTURBANCE OF THE AFFECTED AREA TO IMMEDIATELY CEASE. Q �ko �
COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AS SHOWN ON THE MAP RECORDED IN BOOK 393, PAGES THE DIRECTOR OF PLANNING AT HIS/HER SOLE DISCRETION MAY REQUIRE THE PROPERTY OWNER TO DEPOSIT A SUM """''�C• \��� � J`�ROGo Fy
16 THROUGH 22, INCLUSIVE OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE
COUNTY. OF MONEY IT DEEMS REASONABLY NECESSARY TO ALLOW THE CIN TO CONSULT AND/OR AUTHORIZE AN SIGNED � � �2�
227 2600 INDEPENDENT, FULLY QUALIFIED SPECIALIST TO INSPECT THE SITE AT NO COST TO THE CIN, IN ORDER TO ASSESS � �
THE SIGNIFICANCE OF THE FIND. UPON DETERMINING THAT THE DISCOVERY IS NOT AN ARCHAEOLOGICAL/CULTURAL GE2024 6/30/12 N0. GE002024
EXPIRATION DATE
TWO WORKING DAYS BEFORE YOU DIG PRBP�lRBD FOR: PRBPARBD BY.• RESOURCE, THE DIRECTOR OF PLANNING SHALL NOTIFY THE PROPERTY OWNER OF SUCH DETERMINATION AND SHALL R.G.E. N0. �
AUTHORIZE RESUMPTION OF WORK. UPON DETERMINING THAT THE DISCOVERY IS AN ARCHAEOLOGICAL/CULTURAL srgc o�ecHN����`� O LD11w050CR
H U N SAKE R & ASSOCIATES RESOURCE, THE DIRECTOR OF PLANNING SHALL NOTIFY THE PROPERTY OWNER THAT NO FURTHER EXCAVATION OR 7111111 � OF CA��F� z
"CAUTION": Remember that the USA Center y �1 VI R V I N E I N C DEVELOPMENT MAY TAKE PLACE UNTIL A MITIGATION PLAN OR OTHER CORRECTIVE MEASURES HAVE BEEN APPROVED DATE LD 111,00*49
notifies only those utilities belonging to AMERICAN HOME 3 ■ SURVEYING BY THE PLANNING DIRECTOR:
the center. There could be other utilities din California Avenue PLANNING w ENGINEERING
resent at the work site. The center will g�� 120 Three Hughes ■ Irvine CA 92618 PFt(949)5831010 • FK(949)3830759 WDID # 933C357834 LD10w01ZCR 0
p Irvino, California 92817 L�
inform you of whom they will notify. (949) 487-2808 _01 E.--. . ........ IIIIII�Im.-- M___ [L
-------. ........ DESIGNED BY DRAWN BY CHECKED BY � h;J1i_ DEPARTMENT OF PUBLIC WORKS Drawing No.
CONSTRUCTION RECORD DATE BY DATE ACC'D BENCH MARK SCALE Q00
�O00,fESS/pN RECOMMENDED BY:��(,���C4- DATE: � CITY
3 1/7' DIAMETER ALUMINUM DISK, FLUSH IN CONCRETE ��v10 \9
CURB STAMPED "RIVERSIDE COUNTY BENCH MARK HORIZONTAL Plans Prepared Under The Supervision Of 4c: �
Contractor T-46-81 RESET 1997" EASTERLY OF THE CENTERLINE � m ACCEPTED BY:� '� DATE: aj PRECISE GRADING PLAN �
OF SR-79 AT THE SOUTHEASTERLY CORNER OF THE AS NOTED w N0. 42038 m � G EG BftE R
Inspector BRIDGE OVER SANTA GERTRUDES CREEK; 4.5' NORTHERLY °L �' � (' � d TRACT NO. 32437=1Date: �� DIRECTOR OF PUBLIC WORKS/CIN ENGINEER g � �
OF THE SOUTHERLY SIDE OF THE CONCRETE SIDEWALK. VERTICAL �'� �P P ILIP D. DOWTY ...:.......::...:
ELEVATION ON LOT 24 � ELEVATION: 1097.163' �T c 47109 ra�ls0so LOTS Is s & 8"Zs � 3Date Completed oe/28/t� JC REV. BUILDING ELEV ���, 1 NSA �FCALIR.C.E. No. 42038 R.C.E. No. SHEET OF_�
12/20/1 JC 1 REV. PLOTTING ON LOT 21
DATE: Jul. 11 , 2011 11 :31:52 AM FILE: F:\0587\Engineering\TR_32437-1 Grd_Production-Precise\Sht01 , '..
TYPICAL BUILDING FOOTPRINTS & SETBACKS
OPTIONAL ROOM/
OPTIONAL GARAGE OPTIONAL
OPTIONAL OPTIONAL GARAGE ---- ROOM OPTIONAL ROOM/
ROOM ROOM GARAGE
N
S
5.2
MINI ' te_ 5.2' 2 i i � 5.2. 3 To- MIN. -I
� 44.7' i
F -14
49.7' r- -
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2 X43' ^ i 5.2'
5.2'
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S191-RINCON S21C-CHAD S24C-CANDACE S27D-DEVON
1 STORY 2 STORIES 2 STORIES 2 STORIES
n
LOT N0.
Q
5' MIN.
P.L.
15' NP. (10' MIN.) TOP/TOE OF
F.L. � SLOPE SHOWN
F�� C 4! 3' MIN. � ON PLAN
5' MIN.
V• W
? ? Z
F.L.
F.F, ELEV. � � � 3' MIN. J
PAD ELEV. g
m 275MIN. _j
B -L *2:1 MAX.* m
PAD 00 s � 8°MIN. ?.
ELEV. 81'MIN./I
G.F.F ELEV. B.S.L. 8"MIN. PAD
2%Mi►1"20%MAX. �ELEV.
z
00N * EXCEPT BERMS LESS THAN 1' HIGH
MAY 9E CONSTRUCTED AT 1 1/2 TO t
SECTION "A - A"
SIDEWALK a
` CLIPIB FACEa v �
SECTION TO BE USED WHEN PAD
DIR` DIFFERENCE IS GREATER THAN 1.0
'<<' �� Fv 1G OF EFLOW�G
TYPICAL LOT FINISH GRADING
N.T.S.
5' MIN. P.L. 5' MIN.
F.L.W 1 F.L. '
1. SWALES TO BE CUT IN AT 1% MIN. 3' MIN.
AT ROUGH GRADE AND PRIOR TO z 3MIN. W
I 6'6" Z
BUILDING CONSTRUCTION. EXTRA DEPTH _j
2. A PAVED DRAINAGE SWALE c� OF FOOTING TO �
9 BE DIMENSIONED 9
CATCH BASIN & PIPE OR OTHER m ON PLANS 1.0' OR m
SIMILAR DRAINAGE DEVICE IS LESS
REQUIRED WHEN A STOOP 2s:
FIREPLACE OR PORTION OF PAD Co • a 8 MIN. �_
THE BUILDING EXTENDS WITHIN ELEV. ZMIN
MINIMUM ESTABLISHED DRAINAGE = *2:1 MAX.* 8"MIN. _ a � PAD
SETBACKS. e �� 6'MIN. Q iELEV.
3. SEE STD. PLAN 207 FOR � 2%MIN.
DRIVEWAY APPROACHES. 2:1 MAX.
27.Min"20%MAX. �
N
O
R/yy * EXCEPT BERMS LESS THAN 1' HIGH �
X MAY BE CONSTRUCTED AT 1 1/2 TO 1
h SECTION " B - B" o
1/4"PER 1SECTION TO BE USED WHEN PAD DIFFERENCE
IS LESS THAN OR EQUAL TO 1.0 LO
h N
rn
� h X P.L. C;d
FIG. N0. 2 UP TO 5' 2' Ln
MORE THAN 5' h 2 MAX 59 �,
NOTE: 3:1 SLOPE PERMITTED TO BEGIN AT R/W F.L. 15' NP. .11III Z �
10' MIN. _j O
1. SECTION "A-A" APPLIES WHEN THE SEE NOTE #4 J
DIFFERENCE IN PAD ELEVATIONS AT LEFT m
EXCEEDS 1.0'. pR �
2. SECTION "B-B" APPLIES WHEN THE N��'Q9� 5� MqX. �- N
DIFFERENCE IN PAD ELEVATIONS IS
1.0' OR LESS, & THE EXTRA DEPTH � 2��°. M . 8"MIN. '10 PAD �
OF FOOTING IS SHOWN ON THE o�aP�v A• �ELEV. Z
GRADING & STRUCTURAL PLANS.
3. IN NO CASE SHALL THE SWALE 21 �
FLOWLINE BE LOWER THAN THE TOP OR TOE OF 4%MINN20%MAX for 3' U
BOTTOM OF FOOTING WHITHIN SLOPE SHOWN ON PLAN then 27Min"20%MAX.
5' FROM BLDG. LINE.
4. PROVIDE 5' WIDE BY 1' HIGH BERM SECTION 11C - C
OR EQUIVALENT ALONG THE TOP OF �
ALL FILL SLOPES OVER 5' HIGH. TYPICAL REARYARD GRADING
Z
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W
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WDID # 933C357834 LD10,wOlz o
MINIM- M.- 011
CONSTRUCTION RECORD DATE BY DATE ACC'D BENCH MARK SCALE QDESIGNED BY DRAWN BY CHECKED BY RECOMMENDED BY: (0DATE: 7 L b CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Drawing No.
3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN CONCRETE ��vIDP D. d-
Contractor CURB STAMPED "RIVERSIDE COUNTY BENCH MARK HORIZONTAL ��"Q'Z' ��s.2c Plans Prepared Under The Supervision Of L� N
T-46-81 RESET 1997' EASTERLY OF THE CENTERLINE �' 2 / v��- DATE: �11.--d-OF SR-79 AT THE SOUTHEASTERLY CORNER OF THE W N0. 42038 m ACCEPTED BY: -Z� PRECISE GRADING PLAN
Inspector BRIDGE OVER SANTA GERTRUDES CREEK; 4.5' NORTHERLY AS NOTED � �, ,, Date: ��� �"a 0EG B TLER o
OF THE SOUTHERLY SIDE OF THE CONCRETE SIDEWALK. PHILIP D. DOWTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEER g � TRACT NO. 32437=1 �
VERTICAL � � ::.::::�:::::.::... �
Date Completed ELEVATION: 1097.163' 9TFoc����Fa`�� 42038 R.C.E. No. 47109 �''�ai�19�;,oQ
LOTS '� S & 9m25
SHEET 2 OF 3 0
N/A F CALF R.C.E. No.
SIMON---------
3
DATE: Jun. 23, 2010 04:48:01 PM FILE: F:\0587\Engineering\TR_32437-1\Grd_Production_Precise\Sht02.dwg
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1101.8
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i . FL GB � : 0�7iGFF=1104. i CONSTRUCTION NOTES:
GFF=17 03.2 . .
F 1101.8 1 - � 1102.8 1 1 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY STD. 207, WIDTH PER PLAN
,- �► FL GB 1 i FL G8 � 2 - SAWCUT AND REMOVE EXISTING CURB AND GUTTER. CONSTRUCT 6" CURB AND GUTTER
1102.4 1 _ � � � PER CITY STD. 200.
� 5.2' IN
i
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_ �-- - THAT REQUIRES ARCHITECTURAL ENHANCEMENTS
2 IR z: s 6.
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P-1103.0 I ami7 P- 1
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f8: _ EX. 2:1 34 79' _ 59.50' 59.50' _ 59.50' EX. 2:1 55.00'
46. 13' 1103.9 16.78' � 1104.5 1104.Si � 1105.1 1105.4 1w105.7 1106.Oi59.51 ' 1106.3 1106.61
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,. � 110 FL 1103.5 n � � �
9.11 1FL I 1104.1 � 1104.7 110F.L�_A . . -
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1103A � 1103.6 I 1104.2 1 1104.8 � ! FL GB
,1143f� 0� � 1102.5 I 1 FL �B 4 �-� � ! 1103.5 FL GB i � FL GB _�_� _ d ! _ FL GB ��F=1106.8
FF, � � ' � o.o' ► FL �B + � GFF-1104. 1103 ! FL GB GFS'=1105.0 GF 1105.6 GFF-1106.2 1
FL �B � 0,6 1104. I U. 0.6 1105.4 �
GFF'=1103.9 o.s o ,F ,�., I 1 i � o.s � 0
FL GB , + 6- o ,f . . FL GB
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FF-1 � : �� FF=1105.3 � � � -AR FF=1 1 � i �� 1�� FF=1107. 6 1 _ i � _ P=1108.3� _ sf :� o.0 1 � 1 � _ 1 � . . . P=1106.3 1 � : L _ : � : o:0 1 BR �-. � o.�� ' P-1707.9 ' � FF=1709.01103.s . . > 105.0 � �t > >os.2 f 1 p=7 107.4 � f � _ � 1 L - -
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103,9 ' -H �0 1� MIN 1108. - "1108.3 Z
�1��� 1102•FL FF--� HP 1 7 � o � � �, o •�....�... H ..��� rn _ 1107.9 1107.6 1107.9 _ _ 1108A _ �1
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1104.1 _ FQ ._._ 1105. � 1105.7 � - 1106.3 1106.3 1106.9 FGA -�{p- - --, - cY
F� 1104. � HP 51.30' � X. 2:� �F� 56. 14' 2:1 � rte56. 13' �-� �F� 56. 14' 56. 73 EX. 2:1 EX. :1 5 14 _ EX. 2: _ j �� 2:1 61.00
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CONSTRUCTION RECORD DATE BY DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY CITY O F T E M E C U LA Drawing No. �
SCALE Q�oFEss�oy RECOMMENDED BY:�:Qi�.0 !, _ n.�. DATE: 7 i DEPARTMENT OF PUBLIC WORKS �
3 1/7' DIAMETER ALUMINUM DISK, FLUSH IN CONCRETE
Contractor CURB STAMPED "RIVERSIDE COUNTY BENCH MARK HORIZONTAL �Q'Z' ,�yc� Plans Prepared Under The Supervision Of '� N
T-46-81 RESET 1997' EASTERLY OF THE CENTERLINE � m ACCEPTED BY: "`� DATE: �- r� - PRECISE GRADING PLAN �
OF SR-79 AT THE SOUTHEASTERLY CORNER OF THE AS NOTED w N0. 42038 m � (I � �� GREG BUT R � N
Inspector BRIDGE OVER SANTA GERTRUDES CREEK; 4.5' NORTHERLY °G �' Date: DIRECTOR OF PUBLIC WORKS CIN ENGINEER
P OF THE SOUTHERLY SIDE OF THE CONCRETE SIDEWALK. PHILIP D. DOWTY � � TRACT NO. 32437ml
A VERTICAL cIvI�
Date Completed oe/2a/t� JC REV. BUILDING ELEVATION ON LOT 24 "1��.� � ELEVATION: 1097.163' N A rF�FCAL�F�� R.C.E. No. 42038 R.C.E. No. 47109 ai�,,�„ LOTS 1, S & 9m25 SHEET 3 OF-
12/20/1
F 12/20 1 JC 1 REV. PLOTTING ON LOT 21 /
1MISSION DATE: Jul. 11, 2011 10:42:35 AM FILE: F:\0587\Engineering\TR_32437-1\Grd_Production_Precise\Sht03.dwg