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GRADING NOTESTREET IMPROVEMEN PRECISE GRADING & EROSION CONTROL PLANS S:
Site � 1 BUILDINGDING SHALL CNFRM TO THE CODE AS AMONDOD BY ORDINANCE S93PROOVISION OF THE UNIFORM
FOR:
o �° �- �0 4.
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE ONE PERCENT
N.T.S. ° .�.��� ,j,g R°od
HERITAGE MOBILE HOME ESTATES (1.0%). DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP
EROSION CONTROL NOTES: AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES.
Mar onto - `E
So. 1. EROSION CONTROL IS REQUIRED FOR GRADING OPERATION DURING THE 3. MAXIMUM CUT AND FILL SLOPE = 2:1
I 0 N OF PARCEL 1 0F PARCEL MAP 758 RAINY SEASON FROM OCTOBER 15 TO APRIL 15. APPROVED PLAN IS
FORT4SiteREQUIRED FOR ALL ROUGH GRADING. 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF
� � A* PoN *
��� �� � O � � 2. IN CASE OF EMERGENCY, CALL MR. DAN GOODMANALL FILL SLOPES OVER 5' HIGH.
a d AT (909) 676-5113 (24 HOURS). 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
California Roo SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
C * U * Po P 3. THE DESIGN CIVIL ENGINEER WILL SUPERVISE EROSION CONTROL WORK AND ENSURE THAT WORK IS IN ACCORDANCE WITH THE APPROVED PLAN (IF PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
REQUIRED BY THE DEPARTMENT OF PUBLIC WORKS). OVER 1' DEEP.
IN THE CITY OF TEMECULA, CA. 4. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF
AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY TEMECULA'S DEPARTMENT OF PUBLIC WORKS WRITTEN CERTIFICATION OF
VICINITY MA4P MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING
LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL
THOMAS BROS. GUIDE MAP: SHEET INDEX: WHEN RAIN IS IMMINENT. BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES.
PAGE 959, GRID C-4 SHEET 1 OF 4 (TS-1): COVER SHEET, INDEX MAP, DETAILS & NOTES 5. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF
LEGEND THE DEPARTMENT OF PUBLIC WORKS. 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YR Q STORM FLOWS,
2:1 = SLOPE RATIO (LENGTH:HEIGHT) SHEET 2 & 3 OF 4 (PG-2 & PG-3): STREET IMPROVEMENT & 6. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT ALONG TOP OF CUT SLOPES.
PRECISE GRADING PLANS & DETAILS THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN
(1180) _ EXISTING CONTOUR ELEVATION SHEET 4 & 4 OF 4 (EC-4): EROSION CONTROL PLAN & DETAILS PROBABILITY FORECAST EXCEEDS FORTY (40) PERCENT. 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER
C&G CURB AND GUTTER THAN ONE FOOT.
CB = CATCH BASIN 7. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM
PAVING NOTES: CL _ CENTERLINE CHECK BERMS, SILT FENCES, AND DESILTING BASINS, ETC. 9 OF ALL
THEGRADING
PRELIMINARY BE SOILS NNVESTIGATION BYE IN CONFORMANCE
H &� SOILS RECOMMENDATIONS
CONC CONCRETE 8. GRADED AREAS AROUND THE TRACT PERIMETER MUST DRAIN AWAY FROM TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE
MINIMUM PARKING LOT GRADE SHALL BE 1X EXIST EX = EXISTING EDGE OF PAVEMENT THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. SUBMITTED TO THE DEPARTMENT OF PUBLIC WORKS WHICH
=
MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 0.50X FG = FINISHED GRADE 9. THE DEVELOPER SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND
FH = FIRE HYDRANT PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE
AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUBGRADE SURFACES WATER CREATES A HAZARDOUS CONDITION. WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
PRIOR TO PLACEMENT OF PAVING. FL = FLOWLINE
FS = FINISHED SURFACE 10. DESILTING BASINS ARE TO BE CONSTRUCTED AS GRADING OF INDIVIDUAL GRADING AREAS ARE COMPLETE PER ROUGH GRADING PLAN. 10. THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF PUBLIC WORKS AT
ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN 14 DAYS FX = FENCE LINE LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE
FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPLIED GB = GRADE BREAK 11. THE DEPARTMENT OF PUBLIC WORKS RESERVES THE RIGHT TO MAKE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING
AT A RATE OF 0.05 GALS. PER SQUARE YARD. ASPHALTIC EMULSION SHALL HP = HIGH POINT CHANGES OR MODIFICATIONS TO THIS PLAN AS DEEMED NECESSARY. PERMIT FINAL INSPECTION FOR EACH LOT. PHONE: (909) 694-6411
CONFORM TO SECTIONS 37, 39 AND 94 OF STATE STANDARD SPECIFICATIONS. ICV = IRRIGATION CONTROL VALVE 12. INFORMATION ON THIS PLAN IS FOR EROSION CONTROL ONLY. ALL
LP = LOW POINT OTHER INFORMATION IS SUBJECT TO CHANGE. 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND
THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE CITY PUBLIC WORKS FILL SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL
LS = . LANDSCAPE R RESE A ENGINEER. APPLICANT. O BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
DEPARTMENT FOR AN ENCROACHMENT PERMIT FOR ALL WORK WITHIN THE CITY MTR = METER 13. TEMPORARY EROSION PROTECTION IS REQUIRED FOR MANUFACTURED
RIGHT OF WAY. MR. RANDOLPH F. FLEMING R.C.E. MR. MIKE MURPHY HERITAGE MOBILE HOME ESTATES LTD SLOPES PRIOR TO PERMANENT PLANTING. EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT
PE = PAD ELEVATION CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION.
PL = PROPERTY LINE ENGINEERING VENTURES, INC. VEDDER PARK MANAGEMENT 31130 SOUTH GENERAL KEARNY ROAD 14. AREAS SHALL BE MAINTAINED IN SUCH A STATE THAT FIRE ACCESS
THREE INSPECTIONS ARE REQUIRED BY THE PUBLIC WORKS DEPARTMENT. ONE 43500 RIDGE PARK DRIVE 15181 VAN BUREN BLVD. TEMECULA, CA 92591 SHALL BE MAINTAINED AT ALL TIMES (INCLUDING ACCESS TO NEIGHBORING
INSPECTION AT SUBGRADE COMPLETION, THE SECOND AT THE TIME THE BASE PROP = PROPOSED 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS
IS PLACED AND THE THIRD WHEN THE A.C. HAS BEEN PLACED. (R) = RADIAL SUITE 202 SP. 200 MR. DAN GOODMAN PROPERTIES). BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER MATERIAL.
R = RADIUS TEMECULA, CA 92590 RIVERSIDE, CA 92504 TEL: (909) 676-5113 15. NO OBSTRUCTION OR DISTURBANCE OF NATURAL DRAINAGE COURSES OR
SPECIAL INSPECTION IS REQUIRED FROM BUILDING & SAFETY FOR HANDICAP PATH ROW = RIGHT-OF-WAY TEL: (909) 699-6450 TEL: (909) 780-6727 FAX: (909) 676-2024 EXISTING STORM DRAIN INLETS SHALL OCCUR DURING THE RAINY SEASON, 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE
OF TRAVEL, PRIOR TO POURING OF ANY CONCRETE OR A.C. PAVEMENT, IN SF = SQUARE FEET FAX: (909) 699-3569 FAX: (909) 780-4932 UNLESS ADEQUATE TEMPORARY/PERMANENT DRAINAGE FACILITIES HAVE BEEN PLACED, IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL
APPROVED AND INSTALLED TO CARRY SURFACE WATER TO THE NEAREST SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A
PARKING AREA, SIDEWALKS AND LANDINGS. SMH = SEWER MANHOLE PRACTICAL STREET, STORM DRAIN, OR NATURAL WATER COURSE. REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. ALL
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE SS = SANITARY SEWER ENGINEER'S ESTIMATE OF 16. THE DEVELOPER SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER FILL SLOPES PLACED OVER NATURAL GROUND WHICH IS STEEPER THAN 5:1
PROPOSED WORK AREA, AND RELOCATION AND COST OF ALL EXISTING SSCO = SEWER CLEANOUT CONSTRUCTION NOTES: PROBABLE QUANTITIES: THAT STORM RUNOFF WILL BE CONTAINED WITHIN THE PROJECT OR (209), MUST BE BENCHED AND KEYED PER SOIL ENGINEER'S
UTILITIES. THE CITY SHALL BE INFORMED 48 HOURS PRIOR TO BEGINNING STD = STANDARD CHANNELED INTO THE STORM DRAIN SYSTEM WHICH SERVES THE RUNOFF RECOMMENDATIONS.
OF CONSTRUCTION AT (909) 694-6411. (TBR) - TO BE REMOVED AREA. STORM RUNOFF FROM ONE AREA SHALL NOT BE ALLOWED TO DIVERT
TC = TOP OF CURB O CONSTRUCT CONCRETE DRIVEWAY APPROACH PER CITY OF TEMECULA 325 S.F. TO ANOTHER RUNOFF AREA. 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF
A COMPACTION REPORT BY SOILS ENGINEER SHALL CERTIFY 959 COMPACTION OF TE = TRASH ENCLOSURE STD. NO. 207-A 17. CONFORMANCE WITH THE REQUIREMENTS OF THIS PLAN SHALL IN NO PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD
BASE PRIOR TO CALLING FOR THE SECOND INSPECTION AND PLACEMENT OF A.C. TW = TOP OF WALLWAY RELIEVE THE DEVELOPER FROM HIS RESPONSIBILITIES TO THIS SITE BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT
ADJUST EXISTING SEWER MANHOLE TO GRADE 1 EA. AND ADJACENT PROPERTIES. TEMPORARY EROSION CONTROL SHALL CONSIST PROPERTIES.
COMPACTION TEST OBSERVATION OF SUBGRADE OR BASE ROCK GRADE SHALL BE TYP = TYPICAL OF, BUT NOT BE LIMITED TO, CONSTRUCTING SUCH FACILITIES AND
COORDINATED BY THE CONTRACTOR WITH THE SOILS ENGINEER AND THE PROJECT WTR = WATER / 1141ST.. , STREET b FT PER V E)F TE 11 A ST-9.
T-9 894 892 ea CA TAKING SUCH MEASURES AS ARE NECESSARY TO PREVENT, CONTROL AND
INSPECTOR, ALL GRADE INSPECTIONS WILL BE IN CONJUNCTION WITH OR PRECEDED _ ��'�'�� U �'�' ABATE WATER, MUD AND EROSION DAMAGE TO THE PUBLIC AND PRIVATE 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
WV - WATER VALVE PROPERTY AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT.
BY COMPACTION TESTING. 4O PROTECT-IN-PLACE (PIP) -- 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE
FINAL PAVEMENT STRUCTURAL SECTION DESIGN SHALL BE SUBMITTED TO THE 18. SLOPES CONSTRUCTED PRIOR TO OCTOBER 1 SHALL BE TREATED FOR TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE
EROSION CONTROL PRIOR TO OCTOBER 15. SLOPES CONSTRUCTED AFTER
DIRECTOR OF PUBLIC WORKS FOR APPROVAL A MINIMUM OF TEN DAYS PRIOR --'O5 CONSTRUCT DRAINAGE SWALE (1% MIN. SLOPE) PER DETAIL SHEET NO. 3 710 L.F. OCTOBER 1 SHALL BE TREATED FOR EROSION CONTROL AS THE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTtCT
TO PLACEMENT OF BASE MATERIAL. THE DESIGN SHALL ADHERE TO THE CONSTRUCTION OF A SLOPE PROGRESSES IN INCREMENTS OF 25 FEET OR ADJOINING PROPERTIES DURING GRADING OPERATIONS.
METHODOLOGY SET FORTH IN CHAPTER 600 OF THE CALTRANS HIGHWAY DESIGN �6 CONSTRUCT CONCRETE PAVEMENT/FLATWORK (4" THICK) 5,130 S.F. LESS MEASURED VERTICALLY.
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE
MANUAL AND UTILIZE THE "R" VALUE METHOD. THE "R" VALUE TESTS SHALL BE 19. FILL AREAS WHILE BEING BROUGHT UP TO GRADE AND DURING PERIODS TENTHS (1.5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE
CONDUCTED IN ACCORDANCE WITH CALIFORNIA TEST NO. 301 AND SHALL BE 7O CONSTRUCT CONCRETE BLOCK RETAINING WALL (10' MAX HEIGHT) 495 L.F. OF COMPLETION PRIOR TO FINAL GRADE, SHALL BE PROTECTED BY VARIOUS DEPARTMENT OF PUBLIC WORKS FOR CUT AND FILL SLOPES OVER 30' IN
PERFORMED BY A REGISTERED CIVIL ENGINEER. THE NUMBER AND LOCATIONS OF [ BY SEPARATE PERMIT THRU BUILDING DEPARTMENT ] MEASURES TO ELIMINATE EROSION AND THE SILTATION OF DOWNSTREAM VERTICAL HEIGHT.
THESE TESTS SHALL BE SUBJECT TO APPROVAL BY THE DIRECTOR OF PUBLIC WORKS. FACILITIES AND ADJACENT AREAS. THESE MEASURES MAY INCLUDE, BUT
SHALL NOT BE LIMITED TO: TEMPORARY DOWNDRAINS, EITHER IN THE FORM
OS CONSTRUCT TYPE A-6 CURB & GUTTER PER CITY OF TEMECULA 29 L.F. OF PIPES OR PAVED DITCHES WITH PROTECTED OUTFALL AREAS; GRADED 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF
ASPHALT CONCRETE SHALL CONFORM TO ALL PROVISIONS OF SECTION 203-6 STD. NO. 200 BERMS AROUND AREAS TO ELIMINATE EROSION OF FILL SLOPES BY SURFACE BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED,
OF THE CURRENT STANDARD SPECIFICATIONS OF PUBLIC WORKS CONSTRUCTION. RUNOFF; CONFINED PONDING AREAS TO DESILT RUNOFF; TEMPORARY CHECK THE ELEVATION WITH RESPECT TO MEAN SEA LEVEL SHALL BE GIVEN. IF
ASPHALT SURFACE COURSE SHALL BE C2-AR-4000. MINIMUM THICKNESS IS 2 INCHES, 9 CONSTRUCT TYPE "C" CURB PER CITY OF TEMECULA STD. NO. 202 480 L.F. DAMS IN TOE OF SLOPE DITCHES TO DESILT RUNOFF; PROTECTION SUCH AS ( )
MAXIMUM THICKNESS IS 3 INCHES. ASPHALT CONCRETE SECTIONS GREATER THAN 3 O SAND BAGS AROUND INLETS WHICH HAVE NOT BEEN BROUGHT UP TO GRADE; AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,
INCHES SHALL CONTAIN A BASE COURSE OF B-AR-4000, MINIMUM THICKNESSAND EARTH BERMS AND APPROPRIATE GRADING TO DIRECT DRAINAGE AWAY THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
10 CONSTRUCT A.C. PAVEMENT (3" THICK) 479 TONS FROM THE EDGE OF THE TOP OF SLOPES SHALL BE CONSTRUCTED AND
OF 2 INCHES. MAINTAINED ON THOSE FILL AREAS WHERE EARTHWORK OPERATIONS ARE NOT 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA
11 CONSTRUCT CLASS-II AGGREGATE BASE (4" THICK) 329 C.Y. IN PROGRESS. ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER.
12 APPLY ASPHALTIC EMULSION FOG SEAL 148 GAL. 20. TOP OF CUT BROW DITCHES, WHERE REQUIRED ON THE PLAN, SHALL BE SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER,
ACREAGE: O ( > CONSTRUCTED PRIOR TO EXCEEDING TWELVE (12) FEET OF CUT MEASURED SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION
�55 VERTICALLY. THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON
13 CONSTRUCT 4' GUTTER PAN PER (MODIFIED) C.O.T. STD. NO. 209-A 480 S.F. CENTER; COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL
GROSS: 38.84 ACRES � UTILITY PED. ; � 21. CLEARING AND GRUBBING SHOULD BE LIMITED TO AREAS THAT WILL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW
90 14 CONSTRUCT REDWOOD HEADER AT EDGE OF ASPHALT PAVEMENT 635 L.F. RECEIVE IMMEDIATE GRADING. EROSION CONTROL MEASURES WILL BE PREVENTION DEVICES PER U.P.C., CHAPTER 10.R.
- REQUIRED TO PROTECT AREAS WHICH HAVE BEEN CLEARED AND GRUBBED
PER CITY'S STANDARD SPECS. PRIOR TO GRADING OPERATIONS, AND WHICH ARE SUBJECT TO RUNOFF
0 12' 24, 8' 8'� PATIO DURING THE PERIOD OF THE RAINY SEASON. THESE MEASURES MAY 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT
•
COACH o o = 5 15 INSTALL EROSION CONTROL SANDBAGS PER DETAIL SHEET NO. 4 2,900 L.F. INCLUDE BUT SHALL NOT BE LIMITED TO: GRADED DITCHES; BRUSH NOT LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET.
SOILS ENGINEER. Q o PARKING Q o BARRIERS AND SILT FENCES. CARE SHALL BE EXERCISED TO PRESERVE
Y a EUTILITY PED. (TYPICAL) N oU ELEC. & GAS 16 CONSTRUCT TYPE "D-6" CURB PER (MODIFIED) CITY OF 40 L.F. VEGETATION BEYOND LIMITS OF GRADING. 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL
MR. ROBERT J. NUGENT, R.C.E. 9200 � �, SERVICES TEMECULA STD. N0. 204
H & T SOILS TESTING � E sERVCES� 5� 90' 22. THE DEPARTMENT OF PUBLIC WORKS' APPROVAL OF PLANS DOES NOT BE PERMITTED.
SET BACK 17 CONSTRUCT 2' GUTTER PAN PER (MODIFIED) C.O.T. STD. NO. 209-A 1,820 S.F. RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF
715 W. JONQUIL RD. �55� ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD
SANTA ANA CALIFORNIA 92706 5' SET BACK THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION GRADING.
• STREET STREET -- 18 SAW CUT AND REMOVE EXIST. A.C. PAVEMENT 265 S.F. DEPARTMENT OF PUBLIC WORKS FOR APPROVAL.
TEL. (714) 648-0478 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT
T ical Rental UIIltB: r 19 INSTALL 18 X 18" INLET BOX (DURA-DRAIN OR EQUIVALENT) 2 EA. 23. ALL GRADED SLOPE AREAS 5' OR MORE IN HEIGHT SHALL BE HYDROSEEDED UNLESS SUFFICIENT NATURAL VEGETATION HAS BEEN RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR
No Scale ESTABLISHED AS DETERMINED BY THE CITY OF TEMECULA INSPECTOR. THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING
20 INSTALL 12" (PVC) STORM DRAIN PER CITY OF TEMECULA STDS. 300 L.F. CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL
NOTES: BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
21 INSTALL 1/4 TON RIP RAP EROSION PROTECTION 45 C.Y. 1 N OFFSITE RAI I 24. SOURCE OF TOPO: 2 ACTUAL FIELD SURVEYS PERFORMED BY ENGINEERING
0 0 S E G D NG S PROPOSED PER THIS PLAN. ( )
2) MAXIMUM CUT & FILL SLOPES = 2:1. VENTURES, INC. ON FEBRUARY 24, 1998 AND ON NOVEMBER 11, 1998.
DLI PRIVATE ENGINEER'S NOTICE TO THE CONTRACTOR: THERE ARE N EASEMENTS THAT 3) E E E 0 EASE ENS AT ENCUMBER THIS PROPERTY.
UL THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR EARTlffORK: 4) NO PART OF THIS PROPERTY IS SUBJECT TO OVERFLOW ENGINEERING VENTURES, INC.
DIAL TOLL FREE STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF CUT (CUBIC YARDS) 4,000 C.Y. AND/OR INUNDATION BY 100 YEAR STORM.
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO LAND PLANNING * CIVIL ENGINEERING
1 -800-422-4133 EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE FILL (CUBIC YARDS) 2,000 C.Y. 5) ALL PROPOSED IMPROVEMENTS ARE PER THE CITY OF LAND SURVEYING
CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO TEMECULA STANDARD DRAWING NUMBERS (COT STD NO).
AT LEAST TWO DAYS PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES SITE BALANCE ANY EXCESS SHALL BE USED IN LANDSCAPE AREAS * �, 43500 RIDGE PARK DR., #202 ' TEMECULA, CA. 92590
BEFORE YOU DIG NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION P 99 - ) 60 TEL # (909) 699-6450 FAX # (909) 699-3569
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. PERMIT: D98 - 157 GR DATE: 02/16/99 E.V.I. N0: 075-1
CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK S CALE SErNo.
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- ---------------------- N � Recommended By: Date: l2 CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
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C 045687 G�Inspector AS SHOWNAccepted By: Date: 2 � ;� n- .: `, & ROSION CONTROL PLANS TS - 1SEE SHEETS2 & 3 '__. 12/31/02 �'r Date 2 C` ? MR. RONALD J. PARKS R.C.E. 4' X"
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OLPVF. FLEMING, R.C.E. DEPUTY DIRECTOR OF PUBLIC WORKS ";�;�,��; ''" , `��'
HERITAGE MOBILE HOME ESTATES ----------
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82.58'59" 49.00' 70.97' 43.34' j�\ `�' '
o M•g 0• 0 � � - - - 10
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Q3 18.14'22" 38.00' 12.10' 6.10' Q\ ��
o, 12
CURB TRANSITION DETAIL
TYPICAL NO SCALE
Q i
D%1
L T J!RrUM ENGINEEWS X9110E IQ THE GONM&MR:
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR 30 0 15 30 60 120 ENGINEERING VENTURES, INC.
DIAL TOLL FREE STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO LAND PLANNING * CIVIL ENGINEERING
1 -800-422-4133 EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE 1" = 30 LAND SURVEYING
v CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO
AT LEAST TWO DAYS PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES GRAPHIC SCALE 43500 RIDGE PARK DR., #202 * TEMECULA, CA. 92590
BEFORE YOU DIG NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION TEL # (909) 699-6450 FAX # (909) 699-3569
OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. CONTOUR INTERVAL= 1 FOOT PERMIT: LD98 - 157 GR DATE: 02/16/99 E.V.I. NO: 075-1
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK (THIS SHEET) SEAL � Ess' � Designed By Drawn By Checked By CITY OF TEMECULA 75-1PGP.dwg
SCALE A QN F. F , Recommended By: Date: DEPARTMENT OF PUBLIC WORKS
�� DMDesi n DMDesi n RFF
Contractor TOP OF EXISTING CURB, A T END OF == �.-
Horizontal T se Pla s W e repared Under The Supervision Of: 'r'of=-
CURB, LOCATED ON THE NORTH SIDE 2 p p �,.�; ; :,�\\ STREET IMPROVEMENT & PRECISE GRADING PLANS
PG - 2
OF THE EXISTING CUL-DE-SAC A T 1" = 30' No. c 045687 G) Accepted B : Date: Q jtJ' FOIi:
Inspector p y � ;
p THE EASTERLY END OF SOUTH
HERITAGE MOBILE HOME ESTATES
Exp. 12/31/02 Date G MR. RONALD PARKS, R.C.E. �w4 �.,:. �f
GENERAL KEARNY ROAD. Vertical
RANDOLP FLEMING, R.C.E. DEPUTY DIRECTOR OF PUBLIC WORKS PORTION OF PARCEL 1 OF PARCEL IAP 4758
Date Completed _ s�� C I V ti�- �P -�
•�``�Jr? xa�e �"�%f Sheet 2 of 4
ASSUMED T.C. ELEVATION= 1176.30 N/A OF CAL\\ R.C.E. No. 45687 Expires: 12-31-02 R.C.E. No. 19744 Expires: 09-30-01 `,�: :-; 'r A.P.N.953-050-008 C.U.P. PA98-0338
e
> CONSTRUCTION NOTES.-\.\
INSTALL STREET 1_14HVITI PER GIT. W1 EGHbAt STE). NE� 861, 862 8"-
O5 CONTRUCT DRAT AGE SWALE (19: MIN. OPE) PER DETAIL ETN 3
}
6 CONSTRUCT C NCRETE PAVEMENT/FLATWORM(4" THICK)
o1 G
7 CONSTRUCT CONCRETE BLOCK RETAINING WALL O' MAX HEIGHT rROP'RP�1�
0 �. >
� k�9 0�,0 �kN� PFG
I [BY SEP ATE PERMIT THRU BUILDING DEPARTM N3 G 5 0 '` 2•� ^,�
" 5:���'PE01
10 CONSTR CT A.C. PAVEMENT (3 THICK) �• ��� F SGP ` or9r
O
11 CONS UCT CLASS-II AGGREGATE BASE (4", HICK)
12 APPY ASPHALTIC EMULSION (FOG SEAL) x�`°' qAj
•
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17 NSTRUCT 2' GUTTER PAN PER MODIF D C.O.T. STD. N0. 209 S ,�� �'� �9 gPR
( ) 00 FS S�1 �a 'ARE *�
2
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20 INSTALL 12" (PVC) STORM DRAIN PE CITY OF TEMECULA STDS. k� 'L 0�
R �. �.�`L �5 G� FO• `�I --115 PROP' AVING
! 21 INSTALL 1 4 TON RIP RAP EROSION/PROTECTION STA.10+92.18 BC dt PVI STA 12+01.18 PVI �. F� F \ �_.---- -�� Ar
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d �, r' - TOP GRATE' 94.50
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PROTECT IN PLACE.
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REMAIN AND J5, ✓r Orr
PROTECT IN PLACE j -�.� `'t � y 10 50.00—-- _
r _ 34 112
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� GR
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--- -
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' `` ` •� ` � (MIN)
3.0 MIN.
. � �� , } ;;I, ;' _ STRUCTURAL SECTION
FIN. FLOOR `! t I i, :-
\:..:, ;, i i , .I �_ . �� ,,�' BY SOILS ENGINEER
2. AD ELEV. PER PLAN �.
QX' I ` i 'i i -n
t � 11I }} ® TYPICAL SECTION
,
~ E o DAISY LANE (N.T.S.)
it
, f ' NOTE: NO ON—STREET PARKING SHALL BE ALLOWED.
ELEV. PER PLAN
' � t
INV.OUT= 74.50
5
NO SCALE '
SEE SHEET 2
L •
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR 20 0 10 L 40 80 ENGINEERING VENTURES, INC.
STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF
DIAL TOLL FREE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO LAND PLANNING * CIVIL ENGINEERING
1 -800-422-4133 EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE T 1" = 20 LAND SURVEYING
CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES 0
AT LEAST TWO DAYS PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES GRAPHIC SCALE 43500 RIDGE PARK DR., #202 * TEMECULA, CA. 92590
BEFORE YOU DIG NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION TEL # (909) 699-6450 FAX # (909) 699-3569
OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. CONTOUR INTERVAL= 1 FOOT PERMIT: LD98 - 157 GR DATE: 02/16/99 E.V.I. NO: 075-1
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK (THIS SHEET) SEAL ESS`� F ' F Designed By Drawn By Checked By �Z CITY OF TEMECULA "75-1PGP.dwg
SCALE ``� QN , RFF Recommended By: Date: DEPARTMENT OF PUBLIC WORKS
� DMDesi n DMDesi n
Contractor " � � ;•::='==-==�-�-`
TOP OF FOUND 1/2 REBAR, 1MTH Horizontal Qy 2 se Plans r r ared Under The Supervision Of: i1 _sl \ STREET IMPROVEMENT & PRECISE GRADING PLANS
NO TAG AT NORTHERLY RIGHT-OF- %%�` ' '
PIPNo. C 045687 0 `f „~' `:�-`���, FoR:
PG - 3
Inspector WAY LINE OF DAISY LANE. 1 = 20 _ Accepted By: Date: �� ��``���� ',J `>>
(SEE LOCATION ABOVE) • Exp. 12/31/02 Date 2 G MR. RONALD J. PARKS, R.C.E. � =- ` HERITAGE MOBILE HOME ESTATES
Vertical RANDOLPH FLEMING, R.C.E. DEPUTY DIRECTOR OF PUBLIC WORKS 4758
�k Completed ASSUMED ELEVATION= 118.49 sTq CIV 1L �P err - $$�,��r PORTION OF PARCEL 1 OF PARCEL MAP Sheet 3 of 4
\`J\ S
N/A CALF R.C.E. No. 45687 Expires: 12-31-02 R.C.E. No. 19744 Expires: 09-30-01 `�.._. , ,�t.�,i A.P.N.953-050-006 C.U.P. PA98-0338
5 2 BAGS HIGH (TYP.)
O „4
SEE DETAIL HE ,�W-5 l07
rJ0 106
\ t 1 _
SOB 05
CONSTRUCTION NOTES:
15 INSTALL EROSION CONTROL SANDBAGS PER DETAIL SHEET NO. 4 /
O
a
15
PD
5 1 0 8 2 BAGS HIGH (TYP.)
\ SEE DETAIL HEREON.
/ 0
11'1
ns
q, i 5 0
1 614 112 i
61 t 1
9 \ 105^
100
r
SMH
LILY LANE
FH
H
�S
6�
F \
SEL 1 ���' EXI(T UNIT
SMH \\
TY P
P A MAP �
�� 3 \
PARCE ,00
P 6-- 5
SMH 5
AN / yo
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LILY LANE
6'w �- BAGS HIGH
EE DETAIL HEEEO
EXIST UNIT
(NP)
O EXIST UNIT
� /
EXIST UNIT g� ,�p x
(TYP)
8
1183
6
w
5 ,
cE -_ - 2 3 4 S-
/V R '8
�Egj5)N)' 1 G
oqa
® DOUBLE HIGH SANDBAG
. 0 15 ��
100"
1 BAG HIGH (TYP.) S�� `4 SINGLE HIGH SANDBAG
METAL BUILDING SEE DETAIL HERF; No. 233 g .
2879± SF METAL BUILDING AST 2 3
2879± SF WP• �" TR 2 /
Co C -
SANDBAG�,��-� ��l� SANDBAG DETAIL
OF 2 BAGS HIGH (TYP.) DoT 3 3371_15, o � �. N.T.S.
SEE DETAIL HEREON. RAST No.60/1_9
T MB, 2 o� GoP �� P
L T PRIVAM ENWHM'S NOTICE TO THE CONMTRUACTOR:
ta THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR 50 0 25 50 100 200 ENGINEERING VENTURES, INC.
STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF
DIAL TOLL FREE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO LAND PLANNING * CIVIL ENGINEERING
1 -800-422-4133 EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE 1" - 50 ' LAND SURVEYING
10 CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO
AT LEAST TWO DAYS PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES GRAPHIC SCALE 43500 RIDGE PARK DR., #202 * TEMECULA, CA. 92590
BEFORE YOU DIG NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION CONTOUR INTERVAL= 1 FOOT TEL # (909) 699-6450 FAX # (909) 699-3569
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES.
PERMIT: LD98 - 157 GR DATE: 02/16/99 E.V.I. NO: 075-1
CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK SEAL: Q F icaDesigned By Drawn By Checked By / 75-1PGP.dwg
SCALE 'r1 F DMDes' Des' RFF RecommendedY
B Date: �`l2 CITY OF TDEPARTMENT OF PUBLIC WORKS
6,'� P
Contractor Horizontal Z pSupervision EROSION CONTROL PLANS _
These Pla s We a pared Under The Of:
No. C 045687 G� EC
1 = 50 Accepted B Date: �R'
Inspector 2 8c 3 P Y f
SEE SHEETS ¢r �-' �' HERITAGE MOBILE HOME ESTATES
Exp. 12/31/02 Date Z 4 MR. RONALD J. PARKS, R.C.E. �4
Vertical ANDOLP F. FLEMING, R.C.E DEPUTY DIRECTOR OF PUBLIC WORKS �+, �~!;
ak sq C v� \P ;;,zJ,` s $ ,y. ,/, PORTION OF PARCEL 1 OF PARCEL NAP 4758
N/A �F R.C.E. No. 45687 Expires: 12-31-02 R.C.E. No. 19744 Expires: 09-30-01 :- %f A.P.N.953-050-006 C.U.P. PA98-0336 Sheet 4 Of 4
O CAS -- - -�