HomeMy WebLinkAboutTract Map 29661-1 Lot 50-51 Precise Grading -GENERAL NO TES
1. STANDARDS. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT EDITION OF THE
PRE CITYS IMPROVEMENT STANDARD DRAWINGS FOR PUBLIC WORKS CONSTRUCTION (AND SUBSEQUENT
AMEAIDMENT5), THE CITYS ENGINEERING AND CONSTRUCTION MANUAL, CITY CODES AND REQUIREMENTS.
SCOTT HANSEN B HOMES -691-
K __,, (251)
(RESPONSIBLE PERSONIDEVELOPER) (COMPANY) (24-HR PHONE NUMBER)
J. L�2���T REQUIREMENT
A. PRIOR TO START OF ANY WORK, A BUSINESS LICENSE SHALL BE OBTAINED FROM THE CITY
B. A GRADING PERMIT SHALL BE OBTAINED, PRIOR TO ANY WORK ON PRIVATE DEVELOPMENT THE PERMIT
AND AN APPROVED SET OF IMPROVEMENT PLANS MUST BE PRESENT AT THE JOBSITE DURING
PA13t,0089 ARY SALES OFFICE - CONSTRUCTION.
4. ERRORS OR OMISSIONS. APPROVAL OF THESE PLANS BY THE CITY DOES NOT RELIEVE THE APPLICANT
N THE CITY OF TEMECULA AND ENGINEER OF RECORD FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR
COUNTY OF RIVERSIDE
STATE OF CALIFORNIA OMISSIONS DISCOVERED DURING CONSTRUCTION.
LEGEND 5 -WORKING HOURS CITY ORDINANCE NO 94-25 STATES THAT NO PERSON SHALL ENGAGE IN OR
CONDUCT CONSTRUCTION ACTIVITY, WHEN THE CONSTRUCTION SITE IS WITHIN ONE-QUARTER OF A MILE
TOP OF CURB ................................................................................ Tc OF AN OCCUPIED RESIDENCE, BETWEEN THE HOURS OF 6-JOPM AND 6 JOAA4, MONDAY THROUGH FRIDAY
AND SHALL ONLY ENGAGE IN OR CONDUCT CONSTRUCTION ACTIVITY BETWEEN THE HOURS OF 7-00 Am
VERTICAL GRADE BREAK ......................................................GB AND &JO PM ON SATURDAY NO CONSTRUCTION ACTIVITY SHALL BE UNDERTAKEN ON SUNDAY AND
EDGE OF PAVEMENT ............................................................Ep 49 NATIONALLY RECOGNIZED HOLIDAYS.
6. IORY AGENCY CLEARALGa. THE ISSUANCE OF A PERMIT BY THE CITY DOES NOT IMPLY OR
DRAINAGE FLOW LINE .......................................................... FL Plan 1 DR PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF STATE
c� OR F5DER4L ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE APPROPRIATE
FINISH SURFACE .................................................................. FS 15 Q)Ic� PAD=2J.0
FF=2J.67 CLEARANCES FROM THESE AGENCIES SHALL BE OBTAINED PRIOR TO ANY SITE DISTURBANCE OR
CENTER LINE ........................................................................CL MURRIETA RD. �7z GRADING.
lc� Q
HOT SPRINGS 7 0-NSTRUCTION CHANGE ANY CONSTRUCTION CHANGE MUST BE FIRST SUBMITTED TO THE CITY AS A
SEWER LATERAL .................................................................
REDLINE REVISION FOR REVIEW AND APPROVAL PRIOR TO IMPLEMENTING THE CHANGE IN THE FIELD
WATER LATERAL .................................................................. . A REFER TO THE CITYS ENGINEERING AND CONSTRUCTION MANUAL.
FINISH GROUND .................................................................... FG 55.00 8. PRE-CONSTRUCTION MEETING. A PRE-CONSTRUCTION MEETING SHALL BE SCHEDULED TWO WORK DAYS
Z) 54 PRIOR TO THE START OF CONSTRUCTION DURING CONSTRUCTION, A DEPENDABLE AND RESPONSIVE
Qz)
PAD ELEVATION.....................................................................EP 2
7
Plan 2B CONTRACTOR'S REPRESENTATIVE SHALL BE AT THE JOB SITE AT ALL 77MES.
Tic
5/ '
V
FINISHED FLOOR .................................................................. FL 22.26 FF=24.17
�0, PE=2J.5 9. UTILITIES. APPROVAL OF THESE PLANS BY THE CITY DOES NOT CONSTITUTE A REPRESENTATION AS TO
X/ THE ACCURACY OR COMPLETENESS OF THE LOCATION, NOR THE EXISTENCE OR NON-EXISTENCE OF
1z51 T N
GARAGE FLOOR .................................................................... FS 0 CAz V ANY UNDERGROUND UTIURES WITHIN THE PROJECT LIMITS. ANY UTILITY DAMAGED DURING THE
1A X,
PORTABLE 8A7HR0VP PERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACED TO THE TISFA TION OF THE
DAYLIGHT LINE ................................................................ SA C
GOVERNING AGENCY BY THE CONTRACTOR, AT HIS EXPENSE.
SALES T
RETAINING WALL ...................................................... RAILER VEY
AND TO INSTALL STREET CENTERLINE MONUMENTS, AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO.
PHASE BOUNDARY...................................................
V C N T Y M A P <0 10. SUR IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR To NOTIFY THE ENGINEER OF RECORD
N.T.S. KV
491. CENTERLINE TIES SHALL BE PROVIDED TO THE CITY ENGINEER, UPON COMPLETION OF THE
v"
2:1 SLOPE TYPICAL................................................. 7_17_717��Tl
PROJECT AND BEFORE ACCEPTANCE IS GAANTED. ALL EXISTING MONUMENTATION (DISTURBED OR
y y /x
AX ///7
------- DESTROYED DURING CONSTRUCTION) SHALL BE REPLACED TO CITY STANDARDS IN ACCORDANCE WITH
DEEPENED FOOTINGS ..............................................
LAT,��I\ THE LAND SURVEYORS ACT AND THE STREET5 AND HIGHWAY CODE, AND AS APPROVED BY THE CITY
'N
P.U.E. ................................................................... 7 _41 "
--- -------- _n)p
ENGINEER. UPON REQUEST, SURVEY CUTS SHEETS SHALL BE PROVIDED TO THE CITY ENGINEER.
1.07.
11. DUST CONTROL. DUST SHALL BE CONTROLLED By WATERING OR OTHER METHODS, AS APPROVED BY
HVAC UNITS ................................................................... b
Plan 4BR
0 w<-/
100 THE CITY ENGINEER AND SHALL COMPLY WITH SOUTH COAST AIR QUALITY MANAGEMENT DISTRICTS
YARD DRAINIINLET ................................................. .. 53
PE=18.5 4--t- X/
C) I-,' /,�,, / "I N N 0- 1
rp (SC40M0) RULE 40J.
F'F=19-17
Plan 1AR 12 CONSTRUCTION FENCING. A SIX FOOT CHAIN LINK FENCE IS REQUIRED ON ALL INDUSTRIAL AND
V
-1P COMMERCIAL PROJECTS UN77L ROOF SYSTEMS ARE COMPLETED OR AS DEEMED NECESSARY BY THE CITY
PE=24-0
MONUMENT NOTE
FF=24.67 ENGINEER FOR PUBLIC SAFETY THE MAINTENANCE OF THE FENCE IS THE SOLE RESPONSIBILITY OF THE
@ @ @ @
TEMPORARY
CON7RACTOR.
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION @ @ @ FENCE PER LANDSCA 9. 1J. INSPECTIONS. ALL WORK PERFORMED WITHOUT PROPER INSPECTION FROM THE CITY MAY BE SUBJECT
ANDIOR BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED ARCH17ECT5 PLANS
TO REJECRON.
BY CONSTRUCTION. SUCH POINTS SHALL BE REFERENCED AND @ @ @
REPLACED WITH APPROPRIATE, MONUMENTATION BY A LICENSED 1.67"
@
APPROX. ASPHALT PAVEMENT GRADING NO TES
LAND SURVEYOR OR A REGISTERED CIVIL ENGINEER AUTHORIZED
MAX. CROSS SLOPE IN 'N
TO PRACTICE LAND SURVEYING. A CORNER RECORD OF SURVEY, @ @ @ 1. STANDARDS.. ALL CONS7RUC770N AND GRADING RELATED AC77VI77ES (LE, STOCKPILING, LAND CLEARING, EROSION &
PARKING AREAIWALKWAYS
SEDIMENT CONMOL, ETC.) SHALL BE PERFORMED IN ACCORDANCE WITH CHAPTER 18 OF THE CITY OF 7EMECULA
AS APPROPRIATE, SHALL BE FILLED BY THE LICENSED LAND @ @
MUNICIPAL CODE, THE ENGINEERING AND CONS7RUCRON MANUAL, ALL APPLICABLE STANDARDS, THE LA7FST ED177ON OF
SURVEYOR OR REGISTERED CIVIL ENGINEER AS REQUIRED BY THE 4 1.Oz
7HE CALIFORNM BUILDING CODE (APPENDIX J) AND, F APPLICABLE, THE STATF W47ER RESOURCES CONTROL BOARD
'7,7
LAND SURVEYOR'S ACT. @ @ r
f6
(SWRCB) MA77ONAL POLLU77ON DISCHARGE ELIMINA77ON SyS7Fy (NpDES) GENERAL PERMIT F
ACRVIRES.
x
x OR CONSTRUCTION
-AIX\ >W
2. PERMIT M A GRADING PERMIT SHALL BE OBTAINED PRIOR TO COMMENCEMENT OF ANY WORK ON E
BENCHMARK: TH
S17F
.45"
Al. 0
21
P
ELEVATION IJ05.5J5 kv
RCD DESIGNATION: T-25-81 MODEL PARKING J N077RCA77ONS PUBLIC WORKS SHALL BE N077RED VIA THE PUBLIC WORKS INSPEC77ON LINE AT (951) J08-095 AT
NA VO 29, S4
L LOT LEAST 24 HOURS IN ADVANCE OF BEGINNING ANY CONS7RUC770N/GR4D1NG OPERA77ONS.
TYPICAL PLAN
4. SOILS. A" CONS7RUC770N1GR4D11VG ACTM77ES SHALL BE DONE IN CONFORMANCE W17-H RECOMMENDATIONS OF THE
FROM THE INTERSECTION OF FRONT STREET AND R4NCHO CALIFORNIA
PRELIMINARY SOILS INVES77GA77ON BY BM NdL
ROAD 5.4 MILES NORTHE4ST ON RANCHO CALIFORNIA ROAD TO THE DA TED MMff ZQ S41D REPORT SHALL BE
INTERSECTION OF RANCHO CALIFORNIA ROAD AND CALLE CONTENTRO
OOF
CONSIDERED A PART OF THIS GRADING PLAN.
ROAD AT THE N.W. CORNER' OF THE INTERSECTION 54** N OF CIL F0.2" HT
5. CUV-f7LL.
R4NCHO CALIFORNIA ROAD; 45' W OF CIL CALLE CONTENTRO, 28' N A. MAXIMUM CUT AND FILL SLOPES SHALL BE 2.1, UNLE AND SHALL
SS OTHERWISE APPROVED BY THE CITY ENGINEER,
OF FIRE HYDR4NT, 1.5' W. OF P.P. (NO*) 1.5' S. OF WOOD FENCE TAPERED '170 COMPLY WITH THE RECOMMENDA77ONS OF THE SOILS REPORT. FILL SLOPES SHALL NOT HAVE LESS THAN 90Z
ON CORNER CUT BACK-. A,2 112" BRASS DISK IN CONCRETE EDGES WHERE 0qj REZA77VE COMPAC77ON OUT TO 77-IE RNISH SURFACE
CYLINDER, SET FIBERGLASS WITNESS POST 1' NORTH 'OF MONUMENT
EXPOSED B. FILL M47FRIAL SHALL NOT BE PLACED ON EXIS77NG GROUND UN77L THE GROUND HAS BEEN CLEARED OF WEEDS,
DEBRIS, TOPSOIL, VEGETA77ON AND 07HER DELE7ERIOUS M47ERIAL. F THE SLOPE RA770 EXCEEDS 5.1 AND IS GREATER
TYPICAL SECTION BY THE GE07ECHNICAL ENGINEER.
THAN FIVE FEET, THE 7ERP,41N MUST BE KEYED AND BENCHED INTO EITHER BEDROCK OR M77VE SOIL, AS DIREC70
OWNER TRUNCATED DOME DETAIL -A Qc
NOT TO SCALE qROWAI C. STABILITY CALCULA77ONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE 7ENT4S (1.5) SHALL BE SUBMInED
TO PUBLIC WORKS BY A REGISTSRED CIVIL. ENGINEER, SOILS ENGINEER OR GEOLOGIST FOR CUT AND FILL SLOPES
RA 0
KB HOME COASTAL., INC.
OVER 30 FEET IN VER77C4L HEIGHT
36310 INLAND VALLEY DR 1127B.5 OF CBC 2010
PLEASE REFER TO SECTION 1 1JJB
AND SECTION 1?0�D 24.6 D A" GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGIS7ERED CML ENGINEER, SOILS ENGINEER OR
24.07TF
WILDOMAR, CA 92595 GEOLOGIST, WHO SHALL SUBMIT TWO SETS OF WRITTEN CER70CAT!ON THAT ALL FILLS OVER 0 E F T IN DEPTH
OMCE (951) 691-5239 FOR DETECTABLE WARNING LOCATIONS 0 H4VE BEEN PROPERLY PLACED. N 00
FAX (951) 677-2190 NOTE: TRUNCATED DOMES TO BE LOCATED
6. Q1_LALN_AGE
0%
WITHIN ALL ADA PATHS ADJACENT TO A AS APPLICABLE, PROVIDE CONCRE7E BROW DITCHES TO CONVEY 100-YEAR STORM FLOWS OR PROVIDE GR4DED BERMS
TRAVEL WAYS AND PARKING AREAS ALONG THE TOP OF ALL GRADED SLOPES OVER THREE FEET IN VER77C4L HEIGHT OR THAT ARE ADJACENT TO GR,4D&D
TOPOGRAPHY SOURCE AREAS, TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. ALL DRAINAGE DEVICES SHALL BE
C0NS7RUC7E9 PER THE APPROVED PLANS
4
.83, B D(IS77NG DMNAGE COURSES SHALL CON77NUE TO FUNC77ON AT ALL 77YES NO O8S7RUC77ON OF FLOOD PLAINS OR
AERO TECH SURVEYS, Nov. 2012 AATURAL W47ER COURSES SHALL BE PERMIT70.
Q
6810 AIRPORT DRIVE C. 7EMPORARY DR,41NAGE SHALL BE PROVIDED UN77L PERM4NENT DR41M4GE S7RUCTURES ARE INSTALLED. PROTEC7AIE
RIVERSIDE, CA 92504 30'7j, MEASURES SHALL BE IMPLEVEN70 TO PR07ECT ADJOINING AND DOWNS7REAM PROPER77ES FROM SILT OEPOS177ON
AND PONDING W47FR DURING CONSTRUCTIONIGR4DING OPERA770NS.
OFFICE (951) 785-0160
D APPROVED PR07EC77VE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PR07ECT ADVOINING
PROPER77ES DURING THE GRADING PROJECT
SOILS ENGINEER 70SQ. INCH VAN ACCESSIBILITY E. DRAINAGE EASEMENTS SHAU BE KEPT CLEAR OF ALL OBSTTUCRONS, NO BUILDING OR WALLS SHALL BE PLACED
SIGN PER CBC SEC11ON 1129.B.4 W17HIN THE LIMITS OF EASEMENTS
NICAL, INC.
PETRA GEO TECH F THE MINIMUM GRADE FOR CONCRETF SURFACE DRkNAGE FACIU77ES SHALL BE A ONE-HALF PERCENT (0 5z)
40880 COUNTRY CENTER DRIVE, SUITE R 7. 7Y CORNERS ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR To
20 0 20 40 60 COMMENCEMENT OF ANY CON57RUCRONIGRADING AC77VITY, AS DIREC70 BY THE C17Y ENGINEER.
TEMECULA, CA 92591 HANDICAP PARKING STALL-\ PEDESTRIAN ROUTE ffm m 8. ROUGH GRADING INSPECTIONS PRIOR TO OPIWING PERMIT INSPEC77ONS SHALL BE REOUESTED V14 THE PUBLIC WORKS
OFFICE (951) 600-9271 AS DESIGNATED PER PLAN INSPEC77ON UNE AT (951) J08-095. SUBMIT THE FOLLOWING.
FAX (951) 719-1499 .40 A. TWO SETS OF PAD ELEVATION CER77RCATFON (I.E, ROUGH GRADE) TO INCLUDE A STATEMENT ThAT THE PAD ELEVA77ON
SCALE 1 20 COMPLIES WITH THE APPROVED GWING PLAN CER70CATION SHALL BE TO LINE, GRADE, ELEVATION AND LOC477ON
NOTE: OF CUTIRLL SLOPES.
ASSESSORS PARCEL NUMBER WHEEL STOP 8 TWO SETS OF PAD COMPACTION CER77RCATION (I.E., RNAL GE07ECHNICALISOILS REPORT) TO INCLUDE A STATEMENT
LOADING AND UNLOADING ACCESS ALL DESIGN COMPOVENTS SHALL COMPLY WITH APPLICABLE THAT THE GRADING COMPLIES WITH RECOMMENDA77ONS OF THE PRELIMINARY SOILS REpORT
AISLE BORDER PAINTED BLUE. BUILDING, PLUMBING, AND MECHANICAL CODES; 2010 10. POST 9R-AD-ING ACTMTIES. POST GRADING ACTM77ES SHALL INCLUDE, BUT NOT BE UMflED TO, INSTALLING WHERE
957-340-001 PROVISIONS OF THE 2010 EDITION OF THE CALIFORNIA 9. FINAL MP-E-C77ON ER-10-R TO OCCUPANCY REFER TO THE CITY'S ENGINEERING AND CONS7RUC77ON MANUAL.
STRIPES AT 36" MAX. ON CALIFORNIA ELECTRrAL CODE; CALIFORNIA ADMINISTRATIVE APPLICABLE GROUNDCOVER, 7REES, SHRUBS OR A COMBIN4TION THEREOF IN ACCORDANCE WITH THE TEMECULA
CONSTRUCDON NOTES & QUANTITIES ESTIMATES MUNICIPAL CODE PRIOR TO FINAL INSPEC77ON SLOPE
CENTER PAINTED A COLOR CODE, TITLE 24 ENERGY CODE, CALIFORNIA TITLE 24 S OVER FOUR FEET IN VERTIC4L HEIGHT SHALL HAVE PERMANENT
THE QUANTITIES SHOWN BELOW ARE FOR BONDING INFORMATION ONLY CONTRASTING WITH THE DISABLED ACCESS REGULATIONS, AND THE TEMECULA IRRIGA77ON SYS7EYS WITH B4CKF1OW PREVEN77ON DEWCES PER THE U.P.C.
PARKING SURFACE, PREFERABLY MUNICIPAL CODE.
THE CONTRACTOR IS TO CONSTRUCT PROJECT PER THESE PLANS AND BLUE OR WHITE.
SUBA41T CONSTRUCTION BID BASED ON THEIR OWN QUANTITY 'TAKE-OFF. -TYPICAL PAVEMENT SYMBOL SOILS ENGINEER'S CERTIFICATE EARTHWORK QUANTITIES
CONSTRUCT 4" AC PAVEMENT PER LANDSCAPE ARCHITECTS PLANS ...................... J967 SF NO PER CBC SECTION 1129.B.4
R) pm==)qEm)m �li 11��I Id,!! PAmaNG DIM. TO CENTERLINE A REGISTERED CIVIL ENGINEER OF THE STATE OF TRACT 29661-1 CUT= 44 C.Y. FILL= 44 C.Y
7=rMir
OF STRIPE CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL
MECHANICS, HEREBY VERIFY THAT A 5AMPLING AND STUDY OF THE SOIL THE OPINION OF EARTHWORK QUANTITIES SHOWN ABOVE INCLUDE UNADJUSTED GROSS
9' MIN. 9' MIN. CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER VOLUMES AND AN OPINION OF THE EFFECTS OF SCARIFYING, OVEREXCAVATION,
PLACE J" LAYER CHOPPED MULCH LAYER 'WALK-ON' CHIPS AS M MY DIRECTION ON:jV1 t/2-015 , ONE COMPLETE COPY OF THIS STUDY, RECOMPACTION, SHRINKAGE, SUBSIDENCE OR OTHER FACTORS. THESE FACTORS ARE
WITH MY RECOMMEN-OATIdNS, HAS BEEN SUBMITTED TO THE OFFICE OF THE SUBJECT TO FIELD CONDITIONS THAT MAY BE SPECIFIED IN THE PRELIMINARY SOILS REPORT
0 BY EARTHWORKS - RIVERSIDE, CA ADE .......... 6672 SF WITHIN THE LOADING AND-/-\-5' MIN. AT TYPICAL CITY ENGINEER. AND ARE FOR REFERENCE ONLY SINCE THE CIVIL ENGINEER CANNOT CONTROL THE EXACT
UNLOADING ACCESS AISLE ACCESSIBLE PARKING METHOD OR M64NS USED BY THE CON7R,4CTOR DURING GRADING OPERATIONS, NOR CAN THE
PAINT THE WORDS '"NO STALL 8' MIN. AT
PARKING" IN 12" HIGH MIN. VAN ACCESSIBLE STALL. THESE GRADING PLAVS HAVE BEEN REVIEWED BY ME OR UNDER MY DIRECTION CIVIL ENGINEER GUARANTEE THE EXACT SOIL CONDITIONS OVER THE ENTIRE SITE, THE CIVIL LD13,o021GR
Underground Service- Alert WH1TE LMERS SEE PLAN FOR WIDTH. AND CONFORM TO THE RECOMMENDATIONS AfADE IN THE L ENGINEER ASSUMES NO RESPONSIBIL17Y FOR FINAL EARTHWORK QUANTITIES.
DIGALERT ACCESSIBLE PARKING SLRIPING DETAIL ENGINEERING INVES71GATION MENTIONED ABOVE. THE CONTRACTOR IS ADVISED TO PREPARE HIS OWN ESTIMATES OF E4RTHWORK FOR THE BUILDING AND SAMY
00 PURPOSES OF BIDDING, CONTRACT, AND CONSTRUCTION.
Call*. TOLL FRIEE PER CBC 2007 SECTION 1129B .2� 1 " 1
"`S/GNtD SHEET INDEX REVIEWED FOR COMPLIANCE WITH TITLE 24
DISABLED ACCESS AND ACCESSIBIL17Y ONLY
R.C.E. NO.' DESCRIPTION SHEET(S)
TITLE SHEET AND GRADING PLAN .............................................................................................. 1 APPROVED BY:
EROSIONCONTROL .....................................................................................................................2
TWO WORKING DAYS BEFORE YOU DIG DA TE OF CA NAME
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACCD SCALE SE,4L.- Ess DESIGNED BY- DRAWN BY.- CHECKED BY. f-f T r" DRAWING NO. n
J-4 MRB CHARISSA RECOMMENDED By- DATE: S-/7 b_3 UITY OF TEMEC ULA DEPARTMENT OF PUBLIC WORKS
H
IZONTAL:
CONTRACTOR:
PLANS PREPARED UNDER SUPERVISION OF
NO. 53390 N
AS NOTED 17(/14-,0� DA TE. TRACT No. 2.9661 - 1 -L.OTS 50-51
INSPECTOR: Cl VIL ENGINEERINO SUR VE YING-PL A NNING VERTICAL EXP_ 6-30-13 ACCEPTED B* Y.- '/ - 113 PRECISE GRADING PLANS
6879 AIRPORT DRIVE, RIVERSIDE, CA 92504 0#EG` B DEPUTY DIRECTOR OF PUBLIC �ORK61
TEb (951) 688-0241 FAX (951) 688-0599 cjvj%� DA TE: 5-/7//3 CITY ENGINEER
DATE COMPLETED: DA TE.. PA 1%5-0089 TEMPORARY SALES TRAILER
LWER THE SiPER WS10V OF AS NOTED
R.C.E. 53390 6130113 CHARISSA J. A. LEACH, R.C.E. 53390 EXPIRES 6130113 R.C.E. NO. 47109
- E C)
FOR: K.B. HOME COASTAL, INC. J.N.: 8356 SHEET OF
pipi
CISE GRADING PLAN FOR
TRACT NO 296611 LOTS 50 & 51
TEM. POR
"P6,
U.'\PROuIECTS\KBHOMES\8J56\PRECISE GRADE\8J56PGO 1 TEMPTRAILER.DWG
EROSION CONTROL PLAN FOR.
PA13t,0089 TEMPORARY SALES 0 EROSION CONTROL NOTES
IN THE CITY OF TEMECULA, COUNTY OF RIVERSIDE 1. FILTERED RUNOFF. ALL RUNOFF SHALL BE FILTERED PRIOR TO DISCHARGING FROM A SITE OR TO ANY
STATE OF CALIFORNIA TYPE OF PRIVATE OR PUBLIC STORM WATER CONVEYANCE SYSTEM (NATURAL WATERCOURSES, STREETS,
GUTTERS, CONCRETE-LINED V-DITCHES, STORM DRAINS, FLOW-LINES, INLETS, OUTLETS, ETC.). ALL
NON-PERMITTED DISCHARGES ARE PROHIBITED FROM ENTERING ANY STORM WATER CONVEYANCE
SYSTEM YEAR-ROUND.
2. BEST MANAGEMENT PRACTICES (EMP.g). YEAR-ROUND, POLLUTION PREVENTION MEASURES, ALSO
KNOWN AS BEST MANAGEMENT PRACTICES (BMP"S), MUST BE INSTALLED PRIOR TO ANY FIELD
ACTIVITIES. BMP HANDBOOKS CAN BE DOWNLOADED AT WWW.CABMPHANDBOOKS.COM. ADD177ONAL
EROSION PREVENTION AND SEDIMENT CONTROL (ESC) MEASURES MUST BE INSTALLED AND MAINTAINED
PRIOR TO AND THROUGHOUT EACH RAINY SEASON. THE DEVELOPERICONTRACTOR IS RESPONSIBLE FOR
1,5 ESC MEASURES THROUGHOUT THE DURATION OF THE PROJECT FOR ALL CLEARING, DISKING, GRADING,
EXCAVATING AND STOCKPILING ACTIVITIES, AND ON ALL EXPOSED SLOPES AND INACTIVE PADS
MURRIETA THROUGHOUT THE ENTIRE SITE. THE DEVELOPERICONTR4CTOR IS ALSO RESPONSIBLE FOR ANY
RD.
HOT SPRINCS Q DISCHARGES FROM SUBCONTRACTORS.
__j d
A. STOCKPILING OF BMES. ADDITIONAL ESC MATERIALS SHALL BE STOCKPILED AT VARIOUS
SITE LOCATIONS THROUGHOUT THE SITE FOR IMMEDIATE USE WITHIN SEVEN DAYS PRIOR TO ANY
FORECAST RAIN. ON EMERGENCY SITUATIONS, THE DEVELOPERICONTRACTOR SHALL IMMEDIATELY
MAKE EQUIPMENT AND WORKERS AVAILABLE TO PROTECT THE SITE.
J. EROSIQN AND SEDIMENT CONLROLS. ALL ESC MEASURES SHALL BE INSPECTED, RESTORED, REPAIRED
0 CA4 OR MODIFIED YEAR-ROUND THROUGHOUT THE SITE TO PROTECT PERIMETERS, ADJACENT PROPERTIES,
1A
ENVIRONMENTALLY SENSITIVE AREAS AND ALL PRIVATEIPUBLIC STORM WATER CONVEYANCE SYSTEMS. IF
ANY EROSION OR SEDIMENT CONTROLS FAIL DURING ANY RAIN EVENT, MORE EFFECTIVE ONES WILL BE
V C N I T Y M A P 49 REQUIRED IN THEIR PLACE
A. EROSION CONER-OLS. EROSION CONTROLS SHALL INCLUDE, BUT ARE NOT LIMITED TO APPLYING
Plan 1 DR
FAD=23.0
FF=2J.67 AND ESTABLISHING: VEGETATIVE COVER, WOOD MULCH, STAPLED OR PINNED BLANKETS (STRAW,
COCONUT OR OTHER), PLASTIC SHEETING (MINIMUM 1 0-MIL), POLYPROPYLENE MATS, SPRAY-ON
CONTROLS TO ALL DISTURBED AREAS OR OTHER MEASURES APPROVED BY THE CITY ENGINEER.
JUTE NETTING SHALL NOT BE USED AS A STAND-ALONE EROSION CONTROL. FOR SLOPES
GREATER THAN 4:1, PROVIDE FIBER ROLLS AND EITHER A BONDED FIBER MATRIX PRODUCT
55.00' APPLIED TO A RATE OF 3500 LBIACRE OR A STABILIZED FIBER MATRIX PRODUCT APPLIED TO A
54 RATE OF 10 GALIACRE. THE CITY ENGINEER MAY APPROVE DIFFERENT APPLICATION RATES FOR
21.45 OPES LESS THAN 4:1.
Tc PE=2J.5
p I
an 2B
3" MIN. OPENING 22.
FF=24.17 B. SEDIMENT CONTROLS. SEDIMENT CONTROLS SHALL INCLUDE, BUT ARE NOT LIMITED TO: DESILTING
BETWEEN BAGS TOP ROW
_10j BASINS, GRADED BERMS, FIBER ROLLS, SILT FENCES, GRAVEL BAG CHEVRONS (FILLED WITH
vx/ A
V ,-"\ \' "," , //-� I
PORTA MINIMUM Z- GRAVEL), CHECK DAMS, DRAINAGE INLET PROTECTION, ETC. FIBER ROLLS SHALL BE
Qil
A';\
Q: INSTALLED IN 15-FOOT INCREMENTS MEASURED ALONG THE FACE OF THE SLOPE. SILT FENCE
SALES
MAILER SHALL BE INSTALLED ALONG INTERIOR STREETS AND COMBINED WITH GRAVEL-BAG OR SILT
FENCE CHEVRONS INSIDE THE SIDEWALK RIGHT-OF-WAY OR BACK OF CURBS.
15' 7/7 17, 4. STATE CONSTRUCTION GENERAL PERMIT IF THE PROJECT DISTURBS, EXPOSES OR STOCKPILES ONE
ACRE OR MORE OF SOIL, THE SITE MUST BE COVERED UNDER THE STATE CONSTRUCTION GENERAL
PERMIT A WASTE DISCHARGE IDENTIFICATION (W01D) NUMBER, A RISK LEVEL DETERMINATION NUMBER
Iy
INLET PROTECTION DETAIL
EROSION CONTROL DETAILS
\7
60
N.T.S. N.T.S. 7
-Z `7
1.0z
AND THE QUALIFIED "STORM WATER POLLUTION PREVENTION PLAN" (SWPPP) DEVELOPER (QSD) SHALL
BE PROVIDED TO THE CITY PRIOR TO ISSUANCE OF A GRADING PERMIT. A SWPPP SHALL BE
Plan 4BR
y oi- IMPLEMENTED THROUGHOUT THE DURATION OF THE PROJECT AND SHALL BE READILY AVAILABLE TO
A CN
MIN. PE=18.5 +'Q� 5%3 CITY AND STATE INSPECTORS AND UPDATED TO REFLECT CURRENT SITE COND177ONS DURING
FIBER ROLL 8 -A Typ
4"v
CONSTRUCTION. THE CONSTRUCTION PERMIT CAN BE DOWNLOADED AT
PE=24.0 WWW.WATERBOARDS.CA.GOVIWATERISSUESIPROGRAMSISTORMWATERICONSTRUCTION.
FF=19.17 L Plan 1AR
k MG
FF=24.67
TRENCH 2 -41' TEMPOP.4RY 9.7Z 5. PERIMETER PROTECTION. PERIMETER PROTECTION MUST BE INSTALLED PRIOR TO ANY CLEARING
---- FENCE PER LANDSCA \zi /\ ACTIVITIES. CLEARING SHALL BE LIMITED TO AREAS THAT WILL BE IMMEDIATELY GRADED OR DISTURBED.
q0
A COMBINATION OF ESC MEASURES SHALL BE IMPLEMENTED IN AREAS THAT HAVE BEEN CLEARED. ALL
ARCH17ECTS PLANS 's,
DISTURBED AREAS OF AN INACTIVE SITE, AS DESCRIBED IN THE ENGINEERING AND CONSTRUCTION
k k
WOOD STAKE
X loan MANUAL, SHALL ALSO BE PROTECTED.
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ASPHALT PAVEMENT
MAX. CROSS SLOPE IN
FIBER ROLL DETAIL PARKING ARS41WALKWAYS 6. CONSLRUCTION ACCESS POINTS. CONSTRUCTION ACCESS POINTS SHALL BE STABILIZED WITH A
"Y COMBINATION OF ROCK AND SHAKER PLATES YEAR-ROUND TO PREVENT TRACK-OUT INTERIOR
N.T.S. ACCESS POINTS (ALL PROPOSED DRIVEWAYS, MATERIAL STORAGE AND STAGING AREA ENTRANCESIEXITS,
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V ETC.) SHALL ALSO BE PROTECTED WITH ROCK TO PREVENT TR4CK-OUT ONTO INTERIOR STREETS.
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ROUTINE STREET SWEEPING SHALL BE PERFORMED ON ALL PAVED STREETS WHERE TRACKING IS
row A*V%
OBSERVED. VACUUM SWEEPERS SHALL BE USED WHEN STREET SWEEPING BECOMES INEFFECTIVE.
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'4_�Ky CONTROLLED STREET WASHING SHALL ONLY BE ALLOWED PRIOR TO THE APPLICATION OF ASPHALT
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LEGEND� & QUANTITIES /X i qli�plo 21 0 MODEL PARKING
�41\ TECP- SEAL COATS, AND ONLY WHEN ALL PERTINENT DRAINAGE INLETS ARE PROTECTED.
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7. DESILTING BASINS. DESILTING BASINS SHALL BE DESIGNED ACCORDING TO THE GUIDANCE PROVIDED IN
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HYDROSEEDED AREA 2,084 SQ.FT. �22�8 'W CASQAS CONSTRUCTION BMP HANDBOOK. MPOUNDED WATER SHALL BE SECURED FROM THE PUBLIC.
_77
-DO NOT ENTER," OR AN EQUIVALENT WARNING NOTICE, SHALL
(HYDROSEED ALL 2:1 SLOPES) SIGNAGE INDICA77NG "PONDED WATER
BE POSTED.
FIBER ROLLS 142 FT. 8. MATERIAL STORAGE. MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED. FUEL TANKS,
PORTABLE TOILETS, LIQUIDS, GELS, POWDERS, LANDSCAPE MATERIALS AND STOCKPILES OF SOIL SHALL
BE STORED AWAY FROM ALL PRIVATEIPUBLIC STORM WATER CONVEYANCE SYSTEMS, SIDEWALKS,
R -OF-WAYS AND FLOW-LINES AND SHALL HAVE SECONDARY CONTAINMENT. INACTIVE STOCKPILES
IGHT
N OF SOIL SHALL BE COVERED AT ALL TIMES. ACTIVE STOCKPILES SHALL BE COVERED PRIOR TO A
W RANQ
FORECAST RAIN.
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24.6 9. CONSTRUCTION WASZ�E_. CONSTRUCTION WASTE AND MISCELLANEOUS DEBRIS SHALL BE PLACED IN
NOTE- ALL E3MP"S ON SITE ARE AS NEEDED FOR CONSTRUCTION -T
24.0 WATER IGHT BINS. WIRE MESH RECEPTACLES SHALL NOT BE A OWED. WASH-OUT STATIONS SH L
LL I AL
PURPOSES APPROVED BY THE QSP. PLEASE NOTIFY QSD IF BE PROVIDED FOR CONCRETE, PAINTS, STUCCO AND OTHER LIQUID WASTE, AND SHALL BE LINED WITH
PLASTIC AND LOCATED AWAY FROM PUBLIC RIGHT-OF-WAYS, FLOW LINES, ETC. PRIOR TO ANY
LOCATIONS OF BMP'S ARE REMOVED OR RELOCATED
ON
FORECAST RAIN, BINS AND WASH-OUTS SHALL BE COVERED WITH LIDS OR PLASTIC TARPS.
10. SLOPE PROTECTION. STORM WATER RUNOFF SHALL NOT BE DIRECTED OVER SLOPES WITHOUT
PERMANENT DOWN DRAINS INSTALLED. ESC MEASURES ARE REQUIRED ON ALL EXPOSED SLOPES UNTIL
LAJ SUFFICIENTIPERMANENT LANDSCAPE IS ESTABLISHED. THERE SHALL BE 1007. SLOPE PROTECTION IN
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PLACE PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY.
11. PORTABLE MIXERS. ALL PORTABLE MIXERS SHALL HAVE PLASTIC LINERS UNDERNEATH THEM WITH
GR4VEL-BAGS PLACED ON THE DOWN-HILL SIDE OF THE LINERS TO CONTAIN DISCHARGES.
12. MAINTENANCE. ALL ONSITE AND OFFSITE FLOW LINES (I.E., V- AND BROW-DITCHES, TERRACE DRAINS,
RIBBON GUTTERS, CURB GUTTERS, ETC.), STORM WATER CONVEYANCE SYSTEMS, CHECK DAMS,
CHEVRONS, SILT FENCES AND DESILTING BASINS SHALL BE FREE OF SEDIMENT, CONSTRUCTION
MATERIALS, WASTE, MISCELLANEOUS DEBRIS AND DETERIORATED ESC MEASURES YEAR-ROUND.
13. OBSTRUCTIONS. NO OBSTRUCTIONS, OTHER THAN BMPS, SHALL BE ALLOWED WITHIN ANY STORM
WATER CONVEYANCE SYSTEM, UNLESS ALTERNATIVE DRAINAGE FACILITIES HAVE BEEN APPROVED BY THE
20 0 20 40 60 C17Y ENGINEER.
I Fm ::1 � 14. OTHER CONSTRUCTION NOTES. REFER TO SEPARATE NOTES FOR "GENERAL," "GRADING" AND "PAVING"
Im REQUIREMENTS.
Underground Service Alert SCALE 1 20 OWNER LD13v021GR
DIG ERT KB HOME BUILDING AND SAFETY
J631 0 INLAND VALLEY DR
Call: TOLL FREE WILDOMAR, CA 92595 REVIEWED FOR COMPLIANCE WITH TITLE 24
-5239
OMCE (951) 691 DISABLED ACCESS AND ACCESSIBILITY ONLY
alit FAX (951) 677-2190
WDID NO. APPROVED BY:
NAME DATE
TWO WORKING DA YS BEFORE YOU DIG 933C365527
CONSTRUCTION RECORD DATE BY REWSIONS DATE ACCD PLANS PREPARED By, SCALE SE4L- DESIGNED BY. DRAWN BY. CHECKED BY: DRAWING NO. n
V_
MRB CHARISSA RECOMMENDED BY- _4Y&a DA TE: 5--/7 6.5 CITY OF TEME C ULA DEPARTMENT OF PUBLIC WORKS Q)
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HORIZONTAL:
CONTRACTOR: PLANS PREPARED UNDER SUPERVISION OF op.
Pi 43 if A# H H #? Qg AS NOTED NO. W390 TRACT No. 29661 - 1 LOTS 50-51
ACCEPTED BY. z// DA TE.
CIYIL ENGINEERING-SURVEYING*PLANNING EXP. 6-30-13
INSPECTOR: 6879 AIRPORT DRIVE, RIVERSIDE, CA 92504 IG'REG TZ DIRECTOR OF PUBLIC WORKS1 PRECISE GRADING PLANS
TEU (951) 688-0241 - FAX: (951) 688-0599 VERTICAL DATE. CITY ENGINEER �i�ZZZ A
DA TE. CIVIX. ................ I PA 13-0089 TEMPORARY SALES TRAILER
DATE COMPLETED: UNDER THE SUPERWSION OF- AS NOTED
R.C.E. 5JJ90 61JOI 1 J CHARISSA J. A. LE4CH, R.C.E. 53390 EXPIRES 6130113 R.C.E. NO. 47109 FOR: K.B. HOMES COASTAL, INC. J.N.: 835 6 SHEET20F2 Q)
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U.'\PROtJECTS\KBHOMES\8356\PRECISE GRADE\8J56PGO 1 TEMPTRAILER-EC.DWG
TRACI NO 296611 LOTS 50 & 51
FFICE
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