HomeMy WebLinkAboutBook 15 Page 726 Lot 2-4 Precise Grading ENGINEER'S NOTICE TO CONTRACTOR EROSION CONTROL NOTES: CITY OF TEMECULA GRADING NOTES
1. SAFETY: 1. EROSION CONTROL IS REQUIRED FOR GRADING OPERATIONS DURING THE 1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE 1988 CALIFORNIA BUILDING CODE -��/
ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON/OR RAINY SEASON FROM OCTOBER 15 TO APRIL 15. APPROVED PLAN IS APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. PL /// 017Y I OF
RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES REQUIRED FOR ALL ROUGH GRADING.
ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE BE = 1%. DRAINAGE SWALES SHALL // TEMECULA
CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE OCCUPATIONAL 2. IN CASE OF EMERGENCY, CALL MR. SCOTT TREADWAY AT 909-695-2292 BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES EX.GROUND
SAFETY AND THE HEALTH REGULATIONS OF THE U.S. DEPARTMENT OF LABOR, AND
WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS 3. THE DESIGN CIVIL ENGINEER WILL SUPERVISE EROSION CONTROL WORK 3. MAXIMUM CUT AND FILL SLOPE -2:1.
CONSTRUCTION SAFETY ORDERS. AND ENSURE THAT WORK IS IN ACCORDANCE WITH THE APPROVED PLAN
2. SITE CONDITIONS: (IF REQUIRED BY THE DEPARTMENT OF PUBLIC WORKS). 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. /
CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE 4. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE 2 4'" ��/ RANCHO CALIFORNIA RD
CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER WHO SHALL /
SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY AVAILABLE S CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION
ALL TIMES DURING THE RAINY SEASON. NECESSARY /
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CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT REPORT FOR ALL FILLS OVER 1' DEEP. 1 2 FT1
THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES � DAYLIGHT LINE
WHEN RAIN IS IMMINENT. PCC GUTTER (DL)
ENGINEER HARMLESS FROM ANY LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S ENGINEERING GRADE TO DRAIN 0.50% MIN.
THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING THE LIABILITY ARISING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE } EARTHEN DITCH 1FJ
FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 5. DEVISES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO 2 /
THE DEPARTMENT OF PUBLIC WORKS. �
LINE, GRADE ELEVATION AND LOCATION OF CUT FILL SLOPES.
3. UNDERGROUND UTILITIES: w
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES, PIPES, AND OR 6. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT 7_ PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100YR Q STORM FLOW, ALONG TOP OF CUT SLOPES.
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE THE END OF EACH WORKING DAY WHEN THE FIVE(5) DAY RAIN
RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING EXCEPT AS PROBABILITY FORECAST EXCEEDS FORTY (40) PERCENT. 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. 1%MIN SLOPE i n
SHOWN ON THESE PLANS. THE CONTRACTOR SHALL ASCERTAIN THE TRUE VERTICAL 4 MAX SLOPE Z
AND HORIZONTAL LOCATION AND SIZE OF ANY UNDERGROUND UTILITIES OF THOSE TO 7. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS F- 2
BE USED, AND SHALL BE RESPONSIBLE FOR DAMAGE TO ANY PUBLIC OR PRIVATE THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. INVESTIGATION BY----------- N/A _________ DATED_ N/ATWO SETS OF THE i 1 5I TE U w ►L
UTILITIES, SHOWN OR NOT SHOWN HEREON. CONTRACTOR SHALL ALSO CONTACT EXIST. PCC WALK-\
UNDERGROUND SERVICE ALERT 48 HOURS PRIOR TO EXCAVATION OR CONSTRUCTION FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT, WHICH SHALL
8. GRADED AREAS AROUND THE TRACT PERIMETER MUST DRAIN AWAY FROMINCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN 1% MINS ON AC N
AT 1 (800) 422-4133 FOR IDENTIFICATION OF UNDERGROUND FACILITIES. THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOIL REPORT. EXIST. FF�_ ii 3
4. VERIFY JOIN LOCATION: 9. THE DEVELOPER SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY LJ - 1 8"
PRIOR TO STARTING CONSTRUCTION OF THIS PROJECT, THE CONTRACTOR SHALL 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE / T.C. PER PLAN
PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED
UNCOVER ALL EXISTING UTILITY LINES AFFECTING THIS WORK AND VERIFY ALL JOIN WATER CREATES A HAZARDOUS CONDITION. 6"
LOCATIONS, BOTH VERTICAL AND HORIZONTAL. THE CONTRACTOR SHALL BE PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. „2% MIN F.S. PER PLAN MAIN STREET
10DESILTING BASINS ARE TO BE CONSTRUCTED AS GRADING OF
RESPONSIBLE TO REPORT ANY DISCREPANCIES IN PLANS AND OR FIELD CONDITIONS ENGINEERING DEPARTMENT PHONE: (909) 694-6411 1 PVMT. SECTION
a D
IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION, . TYPICAL SECTION A-A " _ f.::; 1% MIN. 8% MAX.
INDIVIDUAL GRADING AREAS ARE COMPLETE PER ROUGH GRADING PLAN. PER DETAIL
AND SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED. NTS I i
11. THE DEPARTMENT OF PUBLIC WORKS RESERVES THE RIGHT TO MAKE 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND SLOPES EQUAL TO OR GREATER - �' o 0 0 0 0 0
5. UNAUTHORIZED CHANGES: THAN 5" IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE LEVEL
CHANGES OR MODIFICATIONS TO THIS PLAN AS DEEMED NECESSARY. I-11 I I ISI
THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE, SECTION 17.08 3" AB OVER COMPACTED
FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE 12. INFORMATION ON THIS PLAN IS FOR EROSION CONTROL ONLY. OF FINAL INSPECTION " NATURAL GROUND
PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE ALL OTHER INFORMATION IS SUBJECT TO CHANGE. 2:1 SLOPE
PLANS. IF CONTRACTOR DEVIATES FROM THIS PLAN PRIOR TO CONTACTING AND 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS,
RECEIVING APPROVAL IN WRITING FROM DESIGN ENGINEER THE CONTRACTOR SHALL 13. TEMPORARY EROSION PROTECTION IS REQUIRED FOR MANUFACTURED DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. MAX PCC CURB DETAIL 10
BE LIABLE AND RESPONSIBLE FOR ALL DAMAGES AND CORRECTIONAL COSTS. NTS VICINI I I MAP
SLOPES PRIOR TO PERMANENT PLANTING. 13. IF STEEP SLOPPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST BE 6 1, PL
6. SCALED DRAWINGS: CLEARED, KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE
PRINTED DIMENSIONS HAVE PRECEDENCE OVER SCALED DRAWINGS AND LARGE SCALE 14. AREAS SHALL BE MAINTAINED IN SUCH A STATE THAT FIRE ACCESS APPROVED BY THE REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL.
DETAILS OVER SMALL SCALE DETAILS. DRAWINGS OR SECTIONS. N.T.S. MEANS SHALL BE MAINTAINED AT ALL TIMES (INCLUDING ACCESS TO NEIGHBORING _ -_
DRAWING NOT TO SCALE. PROPERTIES). 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE --------- - - EXIST. OR ENGINEERED GRADE
STRUCTURES TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAYLIGHT LINE
7. METHOD CT CONSTRUCTION AND SUPERVISION: 15. NO OBSTRUCTION OR DISTURBANCE OF NATURAL DRAINAGE COURSES OR DAMAGE TO ADJACENT PROPERTIES. -' (DL) 12"--1 2
THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE, EXISTING STORM DRAIN INLETS SHALL OCCUR DURING THE RAINY SEASON, �� " F.L. PER PLAN
UNLESS OTHERWISE SHOWN, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION, UNLESS ADEQUATE TEMPORARY/PERMANENT DRAINAGE FACILITIES HAVE BEEN 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. ___�' EX.GROUND EARTHEN DITCH " MIN• 8� M
THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE APPROVED AND INSTALLED TO CARRY SURFACE WATER TO THE NEAREST 5'MAX LEVEL 1 �% PROJECT I
SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, PRACTICAL STREET STORM DRAIN OR NATURAL WATER COURSE1 u
SEQUENCES AND PROCEDURES, OBSERVATION VISITS TO THE SITE BY FIELD . 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION ESPECIALLY
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REPRESENTATIVES OF THE DESIGNER AND OR HIS ENGINEER SHALL NOT INCLUDE STORM CONDITIONS. PROTECTION MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST ,o " . " o°-o`�4obS�G' OWNER AND DEVELOPER:
16. THE DEVELOPER SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER 1% MIN ON AC -I�° �°-I_-III CIVIL ENGINEER:
INSPECTION OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. 3 E C >o'I=
THAT STORM RUNOFF WILL BE CONTAINED WITHIN THE PROJECT OR o 0 0 ° o 0 0 0 0 o IGLESIA BAUTISTA DEL VALLE DE TEMECULA LAMDA ENGINEERING AND DEVELOPMENT
REQUIRED FOR SAME, WHICH ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. I� ,� r-,� ,P-1I
ANY SUPPORT SERVICES PERFORMED BY THE DESIGNER AND OR HIS ENGINEER DURING CHANNELED INTO THE STORM DRAIN SYSTEM WHICH SERVES THE RUNOFF 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE-TENTHS 1.5 SHALL BE SUBMITTED II-III=III=III=III=III 1 -III=1,11-III- 29825 SANTIAGO RD. 32310 CORTE ZAMORA
AREA. STORM RUNOFF FROM ONE AREA SHALL NOT BE ALLOWED TO DIVERT ( ) FRENCH DRAIN
3 AB OVER COMPACTED
CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINOUOS AND DETAILED TO THE SOILS ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN TEMECULA, CA. 92592 TEMECULA, CA 92592
INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS, THESE SUPPORT SERVICES TO ANOTHER RUNOFF AREA. VERTICAL HEIGHT. NATURAL GROUND 909-302-5795, 909-676-3986 FAX
PERFORMED BY THE DESIGNER AND OR HIS ENGINEER, WHETHER OF MATERIAL, AND TYPICAL SECTION B-B (909) 676-7688; FAX (909) 676-7288
17. CONFORMANCE WITH THE REQUIREMENTS OF THIS PLAN SHALL IN NO NTS PCC 'V" GUTTER DETAIL O
WHETHER PERFORMED PRIOR TO, DURING, OR AFTER COMPLETION OF CONSTRUCTION 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATIONS. WHERE
ARE PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN WAY RELIEVE THE DEVELOPER FROM HIS RESPONSIBILITIES TO THIS SITE RELOCATE EX. CL FENCE NTS APN: 922-054-012
AND ADJACENT PROPERTIES. TEMPORARY EROSION CONTROL SHALL CONSIST SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE
ACHIEVING CONFORMANCE WITH CONTRACT DRAWINGS TO PL
AND SPECIFICATIONS, BUT THEY DO NOT GUARANTEE CONTRACTOR PERFORMANCE OF, BUT NOT BE LIMITED TO, CONSTRUCTING SUCH FACILITIES AND GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED THE ACTUAL
AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. TAKING SUCH MEASURES AS ARE NECESSARY TO PREVENT, CONTROL AND DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN LEGAL DESCRIPTION:
ABATE WATER , MUD AND EROSION DAMAGE TO THE PUBLIC AND PRIVATE 2 2:1 SLOP
IN SO FAR AS THE ENCROACHMENT OF ADJACENT APPURTENANT STRUCTURES IS PROPERTY AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. 19. EROSION CONTROL: ALL GRATED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" MAX 3" MIN. ASPHALT CONCRETE LOTS 3 AND 4 AND THE RECTANGULAR HALF
CONCERNED, THEIR LOCATIONS ARE APPROXIMATE AND FOR REVIEW ONLY. THEY ARE ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN 1 OF LOT 2 IN BLOCK 36
NOT SEEN AS CONSTRAINTS TO DEVELOPMENT OF THIS PROJECT EXCEPT FROM A 18. SLOPES CONSTRUCTED PRIOR TO OCTOBER 1 SHALL BE TREATED FOR ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION PL 1% MIN. 8% MAX. OF TOWN OF TEMECULA, IN THE CITY OF
STAND POINT OF CONVENIENCE. THE FINAL DETERMINATION SHALL BE MADE BY THE EROSION CONTROL PRIOR TO OCTOBER 15. SLOPES CONSTRUCTED AFTER THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS: TREES, 20' ON CENTER: COMBINATIONS, O 2' TEMECULA, COUNTY OF RIVERSIDE
PROJECT OWNER. OCTOBER 1 SHALL BE TREATED FOR EROSION CONTROL AS THE 15' ON CENTER SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEM 1% MIN ON AC o o STATE OF CALIFORNIA AS PER MAP RECORDED
CONSTRUCTION OF A SLOPE PROGRESSES IN INCREMENTS OF 25 FEET OR WITH BACKFLOW PREVENTION DEVICES PER U.P.C. CHAPTER 10.R. 0 0 0 0 00°0°0,,o 000000( IN BOOK 15, PAGE 726,
8. UTILITY COMPANIES: LESS MEASURED VERTICALLY. c�I�I 11= _ - -� �_i
ELECTRIC: 20. FINISHED GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 34 " PER FOOT FOR _ ---- --- - IN THE OFFICE OF THE COUNTY RECORDER OF
GAS: 19. FILL AREAS WHILE BEING BROUGHT UP TO GRADE AND DURING PERIODS A MINIMUM OF 3 FEET.
DAYLIGHT LINE COMPACTED NATURAL SAN DIEGO COUNTY.
WATER: OF COMPLETION PRIOR TO FINAL GRADE SHALL BE PROTECTED BY VARIOUS (DL) GROUND 6" MIN. AGGREGATE BASE
TELEPHONE: MEASURES TO ELIMINATE EROSION AND THE SILTATION OF DOWNSTREAM 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. ��� EXCEPT FROM SAID LOT 4 THE NORTHWEST
CONTACT UNDERGROUND SERVICE ALERT 48 HOURS PRIOR TO EXCAVATION OR FACILITIES AND ADJACENT AREAS. THESE MEASURES MAY INCLUDE, BUT ----___-� EX.GROUND 2 MAX
CONSTRUCTION AT 1 (800) 422-4133 FOR IDENTIFICATION OF UNDERGROUND SHALL NOT BE LIMITED TO: TEMPORARY DOWN DRAINS, EITHER IN THE FORM 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR To COMMENCEMENT OF ASPHALT PAVEMENT DETAIL O3 RECTANGULAR 12 FEET THEREOF.
/
OF PIPES OR PAVED DITCHES WITH PROTECTED OUTFALL AREAS; GRADED ANY CONSTRUCTION GRADING. TYPICAL SECTION C-C NTS
FACILITIES. BERMS AROUND AREAS TO ELIMINATE EROSION OF FILL SLOPES BY SURFACE NTS TOGETHER WITH That PORTION OF THE
CONTRACTOR TO VERIFY THE ACTUAL HORIZONTAL AND VERTICAL LOCATION RUNOFF; CONFINED PONDING AREAS TO DESILT RUNOFF; PROTECTION SUCH AS 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENT DOES NOT RELIEVE THE APPLICANT AND HIS
OF ALL UTILITIES SHOWN ON THIS PLANS, SUCH AS WATER, SEWER, ELECTRIC, TEL ETC. SAND BAGS AROUND INLETS WHICH HAVE NOT BEEN BROUGHT UP TO GRADE; ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED SEE ARCHITECT'S HARDSCAPE PLAN UNNAMED ALLEY, 40 FEET IN WIDTH
9. SURVEY NOTES: AND EARTH BERM AND APPROPRIATE GRADING TO DIRECT DRAINAGE AWAY DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY RELOCATE EX. CL FENCE 6-6, 10x10 W.W. MESH FOR SLAB COVER IF APPLICABLE AS SHOWN ON RECORD OF SURVEY, FILED IN
FROM THE EDGE OF THE TOP OF SLOPES SHALL BE CONSTRUCTED AND SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. TO PL AT CENTER OF CONCRETE " BOOK 59, PAGE 47, OF
ALL SURVEY INFORMATION SHOWN ON THIS PLANS IS OF RECORD MAINTAINED ON THOSE FILL AREAS WHERE EARTHWORK OPERATIONS ARE NOT 4 PCC FOR SIDEWALKS
BASIS OF TOPOGRAPHY WAS A TOPOGRAPHIC SURVEY BY LAMDA ENG AND DEV. PERFORMED IN PROGRESS. 2:1 SLOPE " 6" PCC FOR DRIVE AREAS RECORDS OF SURVEY, LYING SOUTHWESTERLY
24. SOURCE OF TOPO: SURVEY BY LAMDAA ENG. & DEV. DATED 07-15-01 MAX °o°p°o°o°o°p_ 3" SAND OR BASE MATERIAL OF THE ABOVE DESCRIBED LOTS
07-15-01, AND REFLECTS THE CONDITIONS OF THE SITE THE DATE OF THE SURVEY 2 =11I I �I1=11I=1 COMPACTED
NO ATEMPT WAS DONE TO RETRACE BOUNDARY, ALL SUCH INFORMATION IS OF RECORD. 20. TOP OF CUT BROW DITCHES , WHERE REQUIRED ON THE PLAN, SHALL BE 25. 1% MIN ON AC NATURAL GROUNG AND BETWEEN THE SOUTHWESTERLY
THIS IS NOT A BOUNDARY SURVEY. CONSTRUCTED PRIOR TO EXCEEDING TWELVE (12) FEET OF CUT MEASURED THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA ' pL VERIFY WITH SOILS ENGINEER PROLONGATION OF THE NORTHWESTERLY LINE
10. SOIL ENGINEERING NOTE: VERTICALLY. DOES NOT IMPLY OR PROVIDE ANY CLEARANCES FROM STATE OR 3O AND THE SOUTHEASTERLY PROLONGATION OF
N/A ____ FEDERAL WILDLIFE AGENCIES REGULATING THE PROVISIONS OF
ALL RECOMMENDATIONS ON THE SOIL REPORT PREPARED BY 2
---------- 21. CLEARING AND GRUBBING SHOULD BE LIMITED TO AREAS THAT WILL THE CALIFORNIA OR NATIONAL ENDANGERED SPECIES ACTS. 2 PCC SLAB (OPTION) DETAIL 3 THE NORTHWESTERLY LINE AND THE
REPORT NO. NLA _ / FILE: __ ARE MADE PART OF THESE PLANS RECEIVE IMMEDIATE GRADING. EROSION CONTROL MEASURES WILL BE 1 _ NTS SOUTHEASTERLY LINE OF THE ABOVE
CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE SOIL'S REPORT. REQUIRED TO PROTECT AREAS WHICH HAVE BEEN CLEARED AND GRUBBED THE CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE _ _ --- ------_- __ DESCRIBED PROPERTY, SAID HAVING BEEN
PRIOR TO GRADING OPERATIONS AND WHICH ARE SUBJECT TO RUNOFF -- --- ---
11. EARTHWORK QUANTITIES: CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCE DAYLIGHT LINE ABANDONED DECEMBER 7 1936 BY ORDER
CUT 1 RK A DURING THE PERIOD OF THE RAINY SEASON. THESE MEASURES MAY OR GRADING.
INCLUDE BUT SHALL NOT BE LIMITED TO: GRADED DITCHES; BRUSH EX.GROUND (DL) OF THE BOARD OF SUPERVISORS,
FILL 00 CY BARRIERS AND SILT FENCES. CARE SHALL BE EXERCISED TO PRESERVE RETAINING WALL NOTES RECORDED IN BOOK 304, PAGE 356, OFFICIAL
IMPORT --------- CY VEGETATION BEYOND LIMITS OF GRADING. 1 Contractor shall verify all dimensions and conditions on ob.
EXPORT 1,000 CY y TYPICAL SECTION D-D RECORDS.
OVEREXCAVATION _________ CY 2 Type of soil and bearing value subject to building inspector approval.
AREA OF DEVELOPMENT22. THE DEPARTMENT OF PUBLIC WORKS APPROVAL OF PLANS DOES NOT 3 Allowable bearing value 1500 psf. Verify with soils report. NTS
0.52 ACRES RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF 4 Extend all footing 12" minimum below undisturbed natural soil. BENCH MARK:
NOTE: ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, 5 Concrete to be mac
USCGS BRASS DISK 0 THE S.E. CORNER OF
EARTHWORK QUANTITIES ARE ESTIMATES ONLY AND DO NOT INCLUDE SHRINKAGE OR THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE machine mixed 1:2- �i: 3 �i. Maximum of 7 � gal. of water per sack of cement
SUBSIDENCE. THEY ARE ESSENTIALLY FOR PERMIT PURPOSES ONLY AND NOT DEPARTMENT OF PUBLIC WORKS. Grade "C" concrete. Cement to be tested Fe=2Ksf. TW PER PLAN 2 / THE BANK IN THE SIDE OF THE WALL
6 Concrete blocks used for theconstruction of retaining walls shall be maximum weight units and
INTENDED FOR BIDDING. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO "N" units of ASTM specifications C-90 (lotestons). / BENCH MARK NO. 600-7-68, STAMPED
ASCERTAIN THE EXACT QUANTITIES FOR ALL CONTRACTUAL ARRANGEMENTS AND THE 23. ALL GRADED SLOPE AREAS 5 shall conform to the requirements for grade OR MORE IN HEIGHT SHALL BE " .. 1 / /� J-63-1927
BASIS FOR PAYMENT. HYDRO SEEDED UNLESS SUFFICIENT NATURAL VEGETATION HAS BEEN 7 Type S mortars: 1 part cement. 3 1h ports sand, % part lime putty.
ESTABLISHED AS DETERMINED BY THE CITY OF TEMECULA INSPECTOR. 8 Coping: 1 part cement, 3 parts sand. /�� ELEVATION 1005.65
9 Reinforcing steel shall be intermediate grade deformed bars and sholl-conform to ASTM spec A
NOTE: 24. JUTE NETTING SHALL BE INSTALLED ON ALL SLOPES OVER 10 FEET HIGH 305 (latest rev_) and A615 (latest rev) TBM AT THE INTERCECTION OF MAIN AND
IF ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS 10 All reinforcing steel to lap where spliced 40 diameters with a minimum lop of 24. �\�\ PUJOL 1001.88 (101.88)
ARE FOUND DURING CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY 11 Reinforcing bars shall be set straight & secured accurately in position.
THE ENGINEER TO CONSULT AND RESOLVE, IT IS THE CONTRACTOR'S RESPONSIBILITY 12 Vertical mortar joints shall be staggered and centered on blocks of each course directly below �j\�� ADD 900 TO ALL GRADES SHOWN HEREON.
TO NOTIFY ENGINEER All cells shall be vertically aligned so as to maintain a 5"x5" min. cone. Vert. Stud, (4 % x8 % \\
CITY OF TEMECULA ENGINEERING DIVISION ® 12" cMung p p pouring 9 g g 8 CMU
13 Call building department for inspections before aurin footings and again before fillip cells #4 @ 24"OC center W/
PAVING NOTES with concrete SHEET INDEX
14 Unless otherwise specified, no continuos inspection is required.
1. MINIMUM PARKING LOT GRADE SHALL BE ONE (0.1) PERCENT 14 Cell walls and cross webs, which form cells to be filled, shall be full bedded in mortars to #4cont @ 24 oC Vert typ
prevent leakage of concrete, and all joints shall be struck smooth. (so I I d grout)
2. MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 0.50 PERCENT 15 Cells shall be filled with concrete in lifts not to exceed a height of 4'-0". If over 4' provide I I= to SHEET 1 TITLE SHEET
cleanout holes at bottom of each cell and at each lift of concrete. All mortar cropping or debris
3. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUBGRADE SURFACES shall be removed from cells and cleanout holes shall be sealed before concrete is placed. �� I I french drain (see Wall note #23) SHEET 2 GRADING PLAN
PRIOR TO PLACEMENT OF PAVING. 16 Imperfect jointing and wall surfaces exhibiting defective block will be rejected and must be 8 CMU
replaced at no cast to the owner. „ I I- 3" perforated PVC grade to drain @
18 Retaining wall are not designed for surcharge of paving equipment. 4 @ 8 oC edge W
4. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN 14 DAYS Equipment should be kept bock from top of wall minimum distance equal to height of wall above 1 center Of 12"X12" sand pocket FIMA MAP: FIRM COMMUNITY PANEL 060742-0010 B
FOLLOWING PLACEMENT OF THE ASPHALTIC SURFACING AND SHALL BE APPLIED footings. #4cont @ 24"oc Vert typ 2 3 "
AT A RATE OF 0.05 GALLONS PER SQUARE YARD, ASPHALT EMULSION SHALL 19 Backfilling shall not be started for at least seven days after the filling of the cells with concrete. waterproofing to the satisfaction
CONFORM TO SECTIONS 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS 20 Dimensions and notations supersede scale of drawings. (solid grout) CLR.
21 For walls where concrete slab is used to secure top of wall, adequate temporary shoring should Of bid. Inspector
5. THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE CITY OF TEMECULA be provided prior to back filling.
DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT PERMIT FOR ALL WORKr 1
22 Provide waterproofing to the satisfaction of the building inspector or per architectural plans.
WITHIN CITY RIGHT-OF-WAY. CONSTRUCTION NOTES QUANTITIES
23 Provide weep holes or "French drains" to alleviate water build up behind wall, the use of 3"
perforated PVC pipe at the center of a 12"x12" gravel or sand trench can be considered, please
6. THREE INSPECTIONS ARE REQUIRED BY THE DEPARTMENT OF PUBLIC WORKS, ONE N
INSPECTION AT SUBGRADE COMPLETION, AT BASE GRADE COMPLETION AND verify with building inspector or architect to verify and obtain approval.
DURING PLACEMENT OF ASPHALT. 24 The details for CMU walls shown hereon represent the main structural components, and do notI I _ I _ 6„ 1 CONSTRUCT 6" PCC CURB PER DET. 1 250 LF
indicate the method of construction to be used, or measures for water proofing, French drains, _
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED finished stucco, point etc. These details are the responsibility of others and contractor should
WORK AREA, AND RELOCATION AND COST OF ALL EXISTING UTILITIES. THE CITY inquire with building inspector or the architect to determine adequate solutions for each „ „
SHALL BE INFORMED 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION AT condition 12 2 CONSTRUCT 2 PCC V GUTTER PER DET. 2 280 LF
909-694-6411. 3" DISPOSITION NOTES
8. A COMPACTION REPORT BY A SOILS ENGINEER SHALL CERTIFY 95 PERCENT CL . 4 3 CONSTRUCT AC PAVEMENT 3"AC/ 6"AB PER DET. 3 OR PCC SLAB PER OPT. DET 3 5400 SF
COMPACTION OF BASE PRIOR TO CALL FOR SECOND INSPECTION AND A PLACEMENT
OF ASPHALT PAVING. 10" I I I „ 1 JOIN AND MATCH EXISTING GRADE
9. COMPACTION TEST OBSERVATION OF SUBGRADE OR BASE ROCK SHALL 11. ASPHALT CONCRETE SHALL CONFORM TO ALL PROVISIONS OF SECTION 203-6
#4 @16OC 4 INSTALL BUMPER STOPS PER CITY STD 205 TYPE "G" 16 EA
BE COORDINATED BY THE CONTRACTOR WITH THE SOILS ENGINEER AND THE OF THE CURRENT STANDARD SPECIFICATIONS OF PUBLIC WORKS CONSTRUCTION. #4@ 8"OC
PROJECT INSPECTOR, ALL GRADE INSPECTIONS WILL BE IN CONJUNTION WITH OR ASPHALT SURFACE COURSE SHALL BE C2-AR-4000. MINIMUM THICKNESS IS 2 INCHES 2 SAW CUT AND REMOVE EX. IMPROVEMENTS
PRECEDED BY COMPACTION TESTING. MAXIMUM THICKNESS IS 3 INCHES. ASPHALT CONCRETE SECTIONS GREATER THAN 3 (4) #4cont as shown
INCHES SHALL CONTAIN A BASE COURSE OF B-AR-4000 A MINIMUM THICKNESS OF 25 CONST. 2' WIDE PARKWAY DRAIN PER CITY STD 302 10 LF
1 L PAVEMENT STRUCTURAL SECTION DESIGN SHALL BE SUBMI THE INCHES. 12" 6" 2'-6"
DIRECTOR LIC WORKS FOR APPROVAL A MINIMUM OF T YS PRIOR TO PLANS PREPARED BY :
PLACEMENT OF BAS IAL. THE DESIGN SHALL TO THE QUANTITY OF PAVING MATERIAL: 3 PROTECT IN PLACE
METHODOLOGY SET FORTH IN ER 600 CALTRANS HIGHWAY DESIGN 6 CONSTRUCT RETAINING WALL PER DETAIL 115 LF
MANUAL AND UTILIZE THE "R" VALLI THE "R" VALUE TEST SHALL BECONDUCTED IN A.C. (TONS) USE 148 LBS/CU. FT. AS UNIT WEIGHT 99.9 TONS LAMDA ENGINEERING & DEVELOPMENT BY SEPARATE PERMIT
PERFORMED BY ACRORDAN RD CIVIL CALIFORNIA ENGINNEER TTHE NUM LOCATIONS
AND
LOCATIO BE OF CO CRE EBIC YARDS) 100(CUBIC YARDS) CY o 6 TYPICAL CMU WALL D ETAI L
THESE TEST LL BE SUBJECT TO APPROVAL BY THE DIRECTO OTHER ___________ 32310 CORTE ZAMORA (909) 676-7688 N.T.S.
PU RKS. TEMECULA, CA 92592 FAX (909) 676-7288
E-mail: LAMDADEV@EARTHLINK.NET ALL WALLS BY SEPARATE PERMIT
LD02-022 GR
CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK SCALE SEAL: Designed By Drawn By Checked By Drawing No.
CESS/ RECOMMENDED BY. DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
Contractor
Horizontal Pla Prepared Under Supervision Of
HECTOR A. LARA � P P
1"=20' NO. C-049312 Y- ACCEPTED BY: DATE: Z3 �Z" ��y �F T ��� PRECISE GRADING PLAN PA-01 -0394
Inspector * EXP. 09/30-04 * � %�,� � 9/25/2001 6 9
s� IL Date RONALD J. PARKS, DEPUTY DIRECTOR OF PUBLIC WORKS o Iglesia Bautista del Valle de Temecula
Vertical Hector A. Lara, P.E. F 28639 PUJOL STREET, TEMECULA CA. 92590 0102C349
Date Com leted
p C 049312 9/30/2004 19744 09-30-2005 °f:0
._. Sheet 1 of 2
i
v� R.C.E. Na. Expires R.C.E. No Expires: a NsisNO oQ LOT 3 AND PORTIONS OF LOTS 2 & 4 OF MAP RECORDED BOOK 15 PAGE 726
VACANT 1 I II
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I i I ZONING/: MDR (SP-5) I III
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I � II
I Z I J TOWN OF TEMECULA TR CT I o I II
BOOK 15 PAGE 726 S N DIEGO CO. RECORDS I II t I I
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II
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E EE 104.73 1 4 I I I
( I I x x 0 .48 FS I
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2 MATCH EXIST. PCC E II
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� 104.70 FS / /
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104.50FS
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104.94 104.88 04.86
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00 I �- --� I a I NO MODIFICATIO S PER THIS PERMIT FF X I w /
I I 103.85 103. 1 I II
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LO LLJ IF 103.68 LO
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1 1 1 1 z o EXIST. EXIST.
U I- / I- 1 . o X
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IL STORAGE A Q 8 � �Iz X � II
w EXIST. I FS
EXIST. FS PAINTED 8 VAN AISLE
BATHROOMBATHROOM 311.9 ox 72 �CCESS
I I AND PATH OF TRAVEL
1 1 l 1 l 104.88 F-
I 0 L I I FSLI / X
I x 0 I - I I I w
107 02 - -
EXIST.
CLF NCE I HALL LOT 3 /
I II
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11 .9 EXISTING N TOTAL ACREAGE- 0.52 ACRE 103.39 10 .3
I I E S G O E EXISTING AC PA KING 10 .68
CL E II STORY BUILDING I F
I I I I I I I I 1% MIN. I L
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I I I 1 1 GRAPHI CAL
1111 II {
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103.50TC I
• l 4. 4 3 103.00FL 0 20 `��
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I 1 I 1 1, 3 II 103.37 I 103. 4 /
FS/ C II II 2 II
EXISTING C I FEN E FS FL
X
14.5 4 2 1 5 / x
103. 4
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I I I I I I I 104.5OTC 105.38TC 1 5.12 105.05 10/4-.81 104.61 AS 1 02.36
105.76T I 104.00FL 104.88FS F 10 .65 BLCOR 0 5% B COR FS 0
I 105.26 FL 0.5% 3 FS W �?TL/OILITO
LEGE
I I I I I I I 20 � 0.5% 10 9� 103. L
I
-103.
I I I I I I \ 115.6 111. 1 - 4.49 ,3 1 A.C. ASPH LT CONCRETE
\ ( 103.6 2.83 I BW ACK OF WALK
G 10 4,�? x 3.87 8 FS ,
104.58--- �t7 � N L'FE�TC� CLF CE TOG CL ENT RUNE
I I I I I I 1 FS EG XIST G GRADE
\ I LEEN S CLFENCE N 29 25 E 210.00 PP -
A109.9TW 108.5T 105. F.F. INIS FLOOR
105.5TF 105.0 F m610 .5TF 0 Q100=1 81 CFS (XX.XX) EXISTING GRADE (SU VEYED)
� I .�
I I I 1 1 ELEV ROP SED GRADE
111 .OT I I I EX. CL FENCE TO BE RELOCATED TO PL I 2 ,�
6 2 / 2 FL LOW LINE
I 10 .5T \ p
C6NTF�UC ION �O�ES QUAN I I I 107. F 6 ao v LOT 2 FND FOUN
04.OTF 103.80 I I FS SURFACE (OR GRADE)
Z Z Z �INJ
ICE ED SURVEYOR
I I FL \ � LS
JONS�RU
F 0 O 0 0/S FFS T1 T 6� PL JURB �ER DET. 1 2 / - - I
�- TBM TEMP�RARY BENCHMARK
I / 0 I U \ ^ � U TC TOP OF CURB
JONJTR T J' PL ' " GU ER PER DET. 2 _ \ W Ld Ln W WM ATE METER
228 �AJ VALVE
cc�� I DII POSITZN NOT 1 � 1�2 / TR T LIGHT
ON TRkT C PAVEMENT "AC/ "AB \ BLCOR BLCOR I I SL PE L G
3 5r4 0 F FH IRE HYDRANT
ER DET-3 R CC SLAB�ER 0 T. DET 3 � PP POWER POLE
I 1 JOIN AN MATCH EXI TING GRADE
I I HP IGH OINT
1 R �IDG�
4ISTO�SE �
INSTALL UM ER PE CITY STD 205 TYPE G
\ / TOG OP F GRATE
1 ` APN 9 2-054-013
2 SAW CUT AND REMOVE EX. IMPROVE ENTS f
5 ON T. ' WIDE rARIWAY RAIN PER CITY STD 302 1 ZONING:N N G: MDR (SP-5) EX. ONE STORY BLD.
3 I PROTECT IN PLACE SINGLE F M LY RESIDENCE
ON TRUCT ETA NIN WALL PER DETAIL I ` I a SHR BS
6 1151 F
� � N
Y EPARATE PEPMIT I ` ETOWN OF MECULA TRACT
I ` I x 12- 4" DIAMETER REE
I BOOK 15 P GE 726 SAN DIEGO CO. RECORDS
102.73 10
I � LOT 1 L 09
BW Q SEWR MANHOLE
GLANS PREPARED BN : ( I I I 4 i � � I
0 o- 0 0- DAY LIGHT, LIMITS OF GRADING,
LAMDA ENGINEERING & DEVELOPMENT EXIST CMU WALL
0
GRAVEL BAGS FOR EROSION CONTROL
32310 CORTE ZAMORA (909) 676-7688
TEMECULA, CA 92592 FAX (909) 676-7288
E-mail: LAMDADEV@EARTHLINK.NET
LD02-022 GR
CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK SCALE SEAL: Designed By Drawn By Checked By Drawing No.
Esse RECOMMENDED BY- DATE: 4 CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
Contractor
Horizontal Plans Pre ared Under Supervision Of
HECTOR A. LARA P P ¢ 23 �L °F T � PRECISE GRADING PLAN PA-01 -0394
1"=10' NO. C-04931 / ,� ACCEPTED BY: DATE: �� ���
Inspector * P. 0 -30 4 * � � LL� ' 9/25/2001 � 9
�� Date RONALD J. PARKS, DEPUTY DIRECTOR OF PUBLIC WORKS N Iglesia Bautista del Valle de Temecula
Vertical �F� Hector A. Lara, P.E. 28639 PUJOL STREET, TEMECULA CA. 92590 0102C349
Date Completed yo
/ i C 049312 9/30/2004 19744 09-30-2005 tea, . isas.. Sheet 2 of 2
R.C.E. No. Expires R.C.E. No Expires: °"S• N °a LOT 3 AND PORTIONS OF LOTS 2 & 4 OF MAP RECORDED BOOK 15 PAGE 726