Loading...
HomeMy WebLinkAboutParcel Map 34820 Parcel 2 Soil & GeotechnicalSOIL (GEOTECHNICAL) INVESTIGATION REPORT PROPOSED SPORTS/VOLLEYBALL COURT 3¢92-0 PARCEL 2 OF PARCEL MAPS 30894 BEL MONTE COURT EAST CITY OF TEMECULA CALIFORNIA FOR MR. DARRIN MEDLEY PROJECT NO. 07-040.PI OCTOBER 20, 2007 LAKESHORE ENGINEERING LAKESHORE Engineering Consulting Civil Engineers Client: Mr. Darrin Medley (951) 453-8398 30894 Belmont Court Temecula, CA. 92592 Subject: Soil (Geotechnical) Investigation Report Proposed Grading for Tennis Court and Backyard Swimming Pool Addition Parcel 2 of Parcel Map 29466 30894 Bel Monte Court East, Temecula, CA. ' Reference: Preliminary Geotechnical Report For Tract 2351 & P.M. 29466 By Leighton and Associates, Dated July 19, 1999 iINTRODUCTION October 20, 2007 Project No. 07-040.PI ' This report presents our findings and conclusions of a preliminary soil (Geotechnical) investigation for the proposed construction of a backyard swimming pool and a side yard Tennis Court addition at the subject new home site. The main purpose of our investigation were two fold: 1) determine/evaluate the subsurface soils condition under the proposed tennis court site and 2) provide recommendations for earthwork disposal from swimming pool excavation and earthwork preparation for construction of the tennis court pad. Our site investigation included the following scope of work: 1. Conduct two exploratory backhoe trenches within the proposed tennis court pad (as shown on precise grading plan by Lakeshore Engineering) to determine subsurface site conditions and to recover soil samples for laboratory testing (presented under Appendix A)• ' 2. Laboratory testing of representative soil sample recovered from site for determining of soil Expansion property (presented under Appendix B)• 3. Engineering analyses for slab/foundation design and pertinent earthwork preparation and the preparation of this preliminary soil's report. BACKGROUND INFORMATION AND PROPOSED DEVELOPMENT The subject property is part of a newly developed tract home site of about 15 houses total, in the Santiago estates neighborhood of upper scale, well kept, custom built home sites. The remaining houses in the tract were either just completed or stages of near completion Santiago Estates is upper scale, surrounded by custom design -built houses on estate size lots. ' LAKESHORE ENGINEERING ' 31520-A Railroad Canyon Road • Canyon Lake, CA 92587 • (951) 244-2913 • FAX (951) 244-2987 LOCATION MAP . —11111111111111116 LAKESHRE •.fit -. .s. ■��7■ yam:. CONSULTINGEngineering ,4&! N N.T.S. VOLLEYBALL/SPORTS COURT PAR. 2 OF P.M. 29466 BEL MONTE CT. EAST MR. DARRIN MEDLEY Prood No: Date Figure No: 1 07-040. PI 10/20/07 October 20, 2007 Project No. 07-040.P1 Page Two A Swimming Pool and Volleyball/Sports Court are planned as part of landscape improvement for the subject property. The pool pad is designed to be at the rear of house, cut down about 2-3 feet lower than existing house pad, with the bench cut finished pad grades daylighted out along the edge of the surrounding backyard southerly facing slope. As observed during our site exploration conducted on the afternoon of September 19, 2007, excavation for the swimming pool is completed and pool construction in progress. However, the dirt derived from pool excavation was left as temporary stockpile along the perimeter edge of hillside, waiting permits and to be utilized as borrow material for the adjacent tennis court pad construction. The Sport's Court is planned to be located on the northeasterly corner of the property. Ground here is gently down-sloping towards the east and south directions. Manufactured pad will be supported by combination of cut and fill slopes and retaining walls. Please refer to site grading plan for further details. ' SITE DESCRIPTION The subject property is located on the easterly side of Freeway 15, south of Rancho California Road, and westerly of Margarita Road, in the community of Santiago Estates. The closest intersection is Santiago Road and Cresta Verde Court to the southwest. The lot fronts Belmont ' Court to the west, new houses are to the north and south, and vacant land to the east. All roads are paved. It is a 1.2 acre size lot, somewhat triangular pie in shape, with the house located adjacent to the end of Belmont Court, a short cul-de-sac. The cul-de-sac, constructed by benching into hillside is positioned or built at the near end of a ridge nose with home sites constructed by similarly by benching into the south facing hillside. Existing house sits on a cut level benched made into ridge nose, with the remainder of the lot having southerly and easterly facing down slopes. The remainder of the land is rolling country, moderate to gentle pitched. The land contours are smooth and uniform. Drainage appears as sheet flow over hillside and direct infiltration. No signs of ground surface water seepage, ponding situation, soil erosion or slope distress noted on the lot. Groundcover consist of annual grass. Utilities services are provided except for septic system, where on site seepage pits were installed on the top northeasterly corner of building pad. SUBSURFACE CONDITION Two exploratory backhoe trenches were conducted on the lot within the proposed building area to determine subsurface soil conditions. Our trench logs, detailing subsurface soil encountered in our exploratory trenches, are presented under Appendix "A". Based on our site exploration conducted in the area of proposed building location, the site is capped with loose topsoil, underlain at lower depths by alluvial soil. The loose topsoil or slope wash is in the order of 4-5 feet deep where explored. Topsoil or artificial fill is classified as predominantly of Silty SAND (SM) and clean SAND, poorly graded, dry to slightly moist, grayish light brown, loose with organics or root hairs present to depth of 3-4 feet. LAKESHORE ENGINEERING October 20, 2007 ' Project No. 07-040.P1 Page Three The underlying unit of alluvial soil, below 4-5 feet, are dense, no visible voids observed, an considered competent for support of new fills and/or proposed construction. This unit consists of a Silty SAND and granular SAND (SM/SP), brown, moist, dense and cemented. Clay is present in very small amounts or trace form only. Subsoils in general are classified as granular with slight amount of clay or fines, deemed to be Very LOW in expansion potential (E.I. less than 20)• No water seepage, saturated wet soil ' conditions or sidewall caving were noted in our two exploratory trenches conducted. GENERAL, SITE GEOLOGY, SEISMICITY AND SECONDARY SEISMIC HAZARDS For site geology, seismicity and geologic hazards, please refer to reference geotechnical report by Leighton and Associates, preliminary soil report dated July 19, 1999. CONCLUSION AND RECOMMENDATIONS From a soil and foundation engineering standpoint, the site will be suitable for the proposed tennis court pad construction, provided conclusions and recommendations presented hereon in report are incorporated into the earthwork operation, slab design, project plans and job specifications. ' Based on our site exploration conducted, the lot is covered by a 4-5 feet layer of loose topsoil, underlain by competent alluvial. The lower alluvial d.g soil residuum, below topsoil, is considered dense and competent, and ready for support of new structural fills. Based on our understanding of the site conditions in the tennis court area, the upper 4 % feet of loose topsoil is considered substandard in nature and needs to be reworked as engineered fill before deeming it suitable for support of new fill constriction. Clay are present as trace form and not of significant amount, local soils are considered low in expansion potential. GRADING AND EARTHWORK PREPARATION ' Based upon our review of grading improvement plan, earthwork should accomplish the following: 1) prepared level pad ready for structural slab pour and 2) provide adequate surface gradients for control of water runoff away from concrete slab areas. After the areas to be graded have been stripped and cleared of surface vegetation/grass, root hairs, the on-site organic free soils will be considered satisfactory for reuse as structural fill dirt. tLakeshore Engineering recommends the proposed pad and surrounding 3 feet beyond, be reworked to a depth of 4 feet below existing grades. The underlying soils at 4 feet below existing ' grade are expected to be competent and considered suitable for support of new fill dirt. Bottom of soil excavation or removal should be scarified another 12 inches, moisture conditioned first, and recompacted, to a uniform dry density of +90 percent relative compaction. Rework or scarified soils should first be moisture conditioned to near optimum conditions and recompacted with the aid of heavy equipment (such as a D-4 Dozer). The compacted soils should LAKESHORE ENGINEERING October 20, 2007 Project No. 07-040.P1 Page Four be near brought up to near optimum moisture conditions and densified to at least 90 percent of its relatively density, as determined by ASTM D1557-78 compaction method. Any surface and/or subsurface obstructions encountered during grading operation, such as rocks, boulders, utility/irrigation lines, should first be removed from areas to receive new fills. No underground obstruction facilities should remain in any structural areas which receive compacted fills, building foundations, concrete slabs and/or pavement. Boulders encountered during grading that are 6 inches in diameter or larger should not be used in any structural fills Depression and/or rootballs cavities (including any exploratory trenches conducted) created as a result of the grading obstruction removal, should be properly backfilled with suitable fill materials and compacted under engineering observations and testing. All fills should be densified in conformance with the appropriate grading code but shall no be less than 90 percent relative compaction by using mechanical means only. VATING AND RIPPABILITY Based on our experience working in the area, excavation and/or ripability of local soils should not be a factor for this site. We do not anticipate rock outcrops, or boulder obstruction. Except for the 4 - 5 feet over excavation, there are no need or plans for deep soil removal. Most of the proposed grading will utilize onsite dirt from swimming pool excavation and cut -fill operation. Based on our past work experience in the area, excavation can be achieved and/or dug with a D-4 dozer or standard full size backhoe. The walls of temporary construction excavations should stand nearly vertical provided the total depth/height does not exceed 5 feet and surficial stability is field verified. Shoring of excavation walls or flattening may be required if greater excavation depths are necessary. For deeper cuts, slopes should not be made steeper than 1 :1 (H:V)• SLOPE CONSTRUCTION AND STABILITY Fill slope supporting tennis court is in the order of less than 10 feet, to be pitched at 2;1/H:V and cut slopes are in the order of 15 feet high, also pitched at 2:1/H:V. Planned cut and fill slopes should be grossly and surficial stable provided they are constructed under engineering field inspections and in accordance with UBC guidelines. Field monitoring by soil's consultant during cut slope construction is suggested to verify that the underlying soil exposed by cuts are deemed favorable and suitable for its intended use. Fills slope construction should also be monitored during construction and fill compaction tested for compliance with minimum relative compaction. GRADING CONTROL All grading and earthwork including trench backfill should be performed under the observation and testing of the soil's consultant or their assigned representative. Sufficient notification prior to stripping and earthwork construction is essential in order that the work be adequately observed and tested for compaction. In order for us to provide written opinion as to the adequacy of the soil compaction and trench backfill operation, the entire operation should be conducted under inspection and density testing. LAKESHORE ENGINEERING October 20, 2007 Project No. 07-040.Pt Page Five FOUNDATION DESIGN CONCRETE SLAB -ON -GRADE ' Review of updated plans show that the volleyball/sports court will support a granular sand layer surface. Planned concrete slab -on -grade floors are presently limited to pool decking rear yard areas. he onsite soils are granular in nature (E.I. Less than 20) and of low expansion potential. Expansion joints for slabs should be provided where practical (at center court), and slabs should be reinforced with at least 6"x6"/# 6/#6 welded wire mesh or equivalent of no. 3 rebars placed at ' 18 inches on center, installed at sidelight. Concrete floor slabs should be at least 4 inches thick nominal. In addition a shoulder footing of 12 inches deep by at least 8 inches in width be provided around the perimeter of slab to prevent or mitigate future horizontal movements. ' Overhead lighting columns (for volleyball court) may be designed to be founded on spread footings with an allowable soil bearing value of 1500 pounds per square foot. The design value may be ' increase by one-third, if the structural engineer takes into consideration short duration structural loading conditions, such as those induced by wind and/or seismic forces. ' Pier or spread footings should be founded at least 18 inches into competent soil and 12 inches in width. Footings should be reinforced with at least 2 number 4 rebars, one place near top and one at bottom, and consistent with the recommendations from the structural engineer or design ' Architect and in compliance with guidelines as found in the Uniform Building Code. SETTLEMENT ' Total settlement due to expected structural loads founded on a uniform compacted fill cushion should not be a design factor as they should be less than '/2 inch. Differential settlement should be within design tolerable limits, and estimated to be at less than '/4 of an inch in a span of 20 feet. LATERAL CAPACITY For design purposes, resistance to lateral loads can be assumed to be provided by friction acting at the base of the foundation and by passive earth pressure and may be combine without reduction. If passive earth pressure is used, it is important that backfill should be placed under engineering observation and testing. ' A coefficient of friction of 0.30 may be used with the dead load forces. An allowable lateral passive earth pressure of 250 pounds per square foot per foot of depth may be used for the sides of footings poured against undisturbed and/or recompacted soils. The lateral bearing values indicated above are for the total of dead and frequently applied live ' loads. If the normal code requirements are used for seismic design, the values may be increased by 1/3 for short duration of the loading which include the effects of wind or seismic forces. LAKESHORE ENGINEERING October 20, 2007 Project No. 07-040.P1 Page Six RETAINING WALLS Proposed free standing retaining walls are in the order of 6 feet or less, supporting a 2:1/H:V backcuts (please refer to grading plan). Proposed retaining walls may be constructed per City of ' Temecula "Retaining Wall Details Handout Sheets". For walls higher than 6 feet, and if needed, design recommendations can be provided upon request. FOOTING TRENCH EXCAVATION AND INSPECTION All footing trench excavations and final subgrade preparation should be inspected prior to pour of ' concrete to verify that the bottom of trenches and subgrade preparation are competent and deemed suitable for support of construction. Inspection should be conducted prior to placement of any wooden formwork or steel reinforcing rebars placement. SITE DRAINAGE ' Positive drainage should be provided around the perimeter of the entire structure to minimize water infiltratoing into the underlying soils. Finished grades adjacent to exterior slab/footings should be slope down and away at a minimum of 2 percent to swale flowlines or design catch ' drains, to facilitate surface drainage. All drainage should be directly off-site via non-erosive devices such as ditches and/or manufactured swales. The homeowner should be made aware of the potential problems which may develop when drainage is altered through the construction of ' garden walls, patios, pools and gazebos. Ponding water situations, leaking irrigation systems, over watering or other conditions which could lead to ground saturation must be avoided. GENERAL INFORMATION AND LIMITATIONS This report presents our findings, conclusions and recommendations pertaining to the subject site based on the assumption that the subsurface conditions do not deviate appreciably from those disclosed by our exploratory trenches. In view of the general conditions of the area, the possibility of different local soil conditions cannot be discounted. It is the responsibility of the property owner to bring any deviations or unexpected conditions observed during earthwork construction to the attention of the consulting engineer. We sincerely appreciate the opportunity to be of service. If you have any questions concerning this report or require further information and services,.,please.contact this office at your convenience. r-' R�spectfull��trcbitted, ' Ped. IFenRCE-3744 ' Exp / 0/086 AttaP ppendi't - Ex loratory Trench Logs. _ ppen'dix B --Laboratory Test Results Reference Gradin ''Plans. LAKESHORE ENGINEERING APPENDIX A Two exploratory backhoe trenches were conducted in the are of the building pad. The trenches were achieved with a standard backhoe, 18 -inch wide bucket (Mr. Richard ' Pascottello's Backhoe rental service) on the afternoon of October 18, 2007. ' The soil profile were logged by our field personnel and classified by visual examination in accordance with the unified Soil Classification System. Our trench logs are attached for review. ' To evaluate the compaction characteristics of the subsurface soil, field density tests were on undisturbed ring samples recovered from knocker drive tubes. Also, a representative ' bulk sample was recovered and shipped to the laboratory in polyethylene bags for testing. ' October 20, 2007 Project No. 07-040.PI ' Parcel 2 of P.M. 29466 Volleyball Court Improvement Mr. Darrin Medley LAKESHORE ENGINEERING TRENCH LOG Surface Elevation: SE,£ P1am( PLA r,3 Logged By: r-, 0600 Trench Trench Orientation: Std PLDT pL. • Date loltatol. Number TreochOlmensions: 24"WX$�pX t2 l-. Equipment,2tCFt>9ttp�S ✓11CACWL li fOY.l W/t/rC/pthi N ONt-_ '..wn.nr..u....,..wn......wvrv�n...w.e wmwC....C..�im..a,u.nY.IM b.nien,Ir... bwn.awn'ichno Croon. SAMPLE '; y+t` D p;1 �•r�p�� 1r ` Qd�� Lt)C: CePTCP, AAt-A 6'F—reKkoI S (w a-3r 1) i s : „ ? ; TS - loPsoLL- sILTy Sx7N0* sewo SILT RAtx. CS�u Nd L) Lo6W-. 8KV"F ID94, l.T. J&P. iI 1206( Wmt S. VL Si tI U 0'i 0 %.-TtAfrc.SlL7 S'-). 123• LLI U1 A L. — KI&Y -- LL LGE 4lDPE b 31931s4 VI tA7 SLI F} L. 5' A Li gRN NiYilu£. A41I bE,.i9k lb 003sc, No WA!kKul. VtSL,%L.f- votp4. DtMP,To LL. N.toUT ,0 7o7A - nerr 1. 8 FT. NO C'.,8vi&K 66AE WEIO NO 5tEPA-6 fL d ✓?,S192Lrrk IiYLENUrt IS�%��I(.Lr;P, t5 20 Surface Elevation: SSE pL&T. PLR+J • Logged By. SATE �Q�1/tx Trench Number Trench Orientation: SEE PL6C PLA*) Date Trench Dimensions: Z4"�'X T Dx 12'L.. L�: o� of Suff—, (Mba f •) t- Z, Groundwater Depth: ?iOn3E . Equipment $lL(`f `,iN iJ. — SwtLtuL _ 1110�TL`l. F"I -To W1E/J_ TS ^ CaAiA) SA1N0,. L . t 11 tBpSF- iO -0Y q.2 lOS•3 RlaT �tS. m1l(Ai,UE UOtCs, -TRAeE 6�L' 5 fvc CLiVS. Llw -!:,LEYL BrLT 6.0 125.0 V1 AL- -slod CWrJOY/ ,Sft JO L,3,I "VyL Ci-A`,(. — SWIgp• LT•0,2u). pAIUP. Co S(.. AtOLS-( "o 0010S. 10—:MEO. t ,AYE to 1JE10Se. .9CA P GR�LJt;Oi I►.5'tM7a►t1�92. �a t . Iol A L 'D1;PT}t "�. I . 15 N6 StomwJ u-. CA-jtt,G. ►VO S£�Ph6r OlSS'E¢U� LL I IL'f--NC61 f ,A-C lc FIL j-.&0 20-7 - VOLLEYBALL/SPORTS COURT Fig. No. 1O/20/07 LAKESHORE s PAR. 2 OF P.M. 29466 Engineering BELMONT COURT PROJ NO CONSULTING ENGINEERS AND GEOLOGIST MR. DARRIN MEDLEY 07-040.PI EXPLANATION T-2 APPROX. LOC. OF EXPLORATORY TRENCH CONDUCTED Rpure No: 2 TENNIS/SPORTS COURT LAKESHORE PAR. 2 OF P.M. 29466 BELMONT COURT Engineering CONSULTING CIVIL ENGINEERS MR. DARRIN MEDLEY 7/ -.PI. 07/-040 oaf. 10/20/07 Rpure No: 2 APPENDIX B EXPANSION INDEX TEST A representative soil sample was tested in the laboratory in accordance with A.S.C.E. Expansion Index Test Method as specified by U.B.C. guidelines. The degree of expansion potential was evaluated from measured soil volume changes obtained during soil moisture alteration. The test results are presented below: ' Sample Location Depth Soil Description Expansion Index Expansion Potential Center Pad 1-2 ft. Silty SAND/Sandy SILT 10 (T-1) (SM/ML) MAXIMUM DRY DENSITY AND OPTIMUM MOISTURE CONTENT VERY LOW A representative soil sample was recovered from the field and tested in our laboratory for maximum dry density and optimum moisture content determination in accordance with ASTM D1556-78, the five layer method. The pertinent test results are as follows: Sample Loc. T-2 Soil Description Maximum Dry Density Optimum Moisture Silty SAND/Coarse SAND 132.0 p.c.f. (SM/SP) October 20, 2007 Project No. 07-040.PI Parcel 2 of P.M. 29466 Volleyball Court Improvement Mr. Darrin Medley LAKESHORE ENGINEERING 8.8 % dry wt. wl a CONSTRUCTION NOTES _1(] 3- PJC INI DUN PFA MA1L(S), SHM 4 ' � Q 3' PJL RPE • / O CONSiN SIDEW UNDE N PIPE M CITY SID SDS RILE 1' PGC (SW -C-25 P) DRNEA'AY w�In, PY 5 h k, ��I^� jib 1 ! •, F,''�A� 1•• 1 xEl� :, p `r��••�:�=�Gfi�� Y���1 �r 6 •� �. • Ri R `• • ' IRWIN fol, 11 Milall ill ,11 t Iy� ;V �e - 1 1 1 1 1 t 1 1 VICINITY IIAP NTS ENGINEER ENGINEERING SOLUTIONS 2155 CHICAGO AVE SUITE 201 RO SDE. G 92507 TEL (951) 784-0288 FA%: (951) 764-0257 DEVELOPER GALLEY DEVELOPMENT. INC 3161(1-1 RAILROAD CANYON RD. CANYON LAKE G 92567 TEL (951) 244-7713 CONTACT: CHNOENE KUSSMER OWNER GALLERY RESERVE PARTNERS. NC. 31615-1 RAILROAD CANYON RD. CANYON WYE, G 92587 TEL (951) 244-771] CONTACT. CHARLENE KUMMER LEGAL DESCRIPTION TRACT 23513 & PARCEL -MAP 29466 PRECISE GRADING PLAN GRADING NOTES CITY OF TEMECULA 1. ALL GRADING SHALL CONFORM TO THE 1998 CWF. BUILDING CODE, APPENDIX CHAPTER M. AS AMENDED BY ORDINANCE W-23. BEING A SUBDIVISION OF PARCEL 4 OF PARCEL MAP 2H 6 TOGETHER MALT/ LETTERED LOTS B AND D OF PARCEL MAP NO. 8755, ON FILE IN BOOK 43 M PARCEL NAPS, PAGES 52 AND 53, IN INE OFFICE OF THE RIVERSIDE COUNTY RECORDER, ALSO BEING A PORTION OF ME TEAECULA RANCHO AND ALL OF TACT 23513. INDEX SNT 1 - Tl E NOTES SIR 2 - GRADING (LOIS 1.2.3.&4) s2IT 3 - GRADING (LOTS 578 SHT 4 - GRADING (LOTS 7&B SHT 5- GRADING (LOIS 9110.&11) SHT B - GRADING (PARCELS 1tl) SM 7 - OWING (PARCELS UA) OTHER NOTES 1. LOCATONS OF ALL SEEPAGE PGS AS SHOWN ON TNORnWIW S ME APPROAMTE AND PER SEPARATE PERMTIS. SEE SEPTIC/SEEPAGE PIT PUNS BY OMERS. 2 SEE CITY APPROVED STREET IMPROVEMENT DGWING No, ID99-097C0 FOR SANTIAGO ROM, CRESTA VERDE COURT, MMD BEL MONTE COURT WEST. 3 ALL DUMMIES TO BE DETERMINED BY CONTRACTOR PRIOR TO CONSTRUCTION. 4 ALL CONCRETE DITCHES. V -ORCHES, DOWNDAJNS AND SPVSH WALLS SHWI PIGMENTED M M FARMTONE /COLOR. BENCHMARK DESCRIPTION RNERSIDE COUNTY BENCHMARK T-27-81% 34 MILES NE ON RANCHO CAUFONNII ROAD FROM INT. OF FRONT STREET, 13' S OF 4' 2 BOARD FENCE 2' WEST OF PP. /1751190 GTE 9/13/82 EUEV.-1230.562 BASIS OF BEARWG ME BASIS OF BEARING IS BASED ON ME WESTERN LINE OF PARCEL MAP 8755, P.M. 43/52-53 OF PARCEL AAPS. RECORDS OF RTERSIDE COUNTY, STATE OF CALIFORNIA. BEING NORM ON44'26' EAST. LEGEND -..-..- TRACT BOUNDARY -1652- LOT COVERAGE SUMMARY -1-- DKMGHT UNE 1 1 j 3. q_Apym ------- LOTM1799 er MUNE D PROPOSED LOT NUMBERS LOT LOT HARDSGPE MARDSCAPE LANDSCAPE SLOPE (2:1 UNLESS I I 6. OTHERWISE NOTED) �U�CROSS AREA PLM COVERAGE COVERAGE II COVERACE CAVFRACE COVERAGE p® T w/TtL I APPROX. LOCATION OF FU IME F) I (SF) (1) (SF) (x) (%) APPROX. LOCATION OF SEPTO 1 TANK PER SEPARATE PERMIT 01 1A 5,958 13.0% 1,486 3.2% 83.8% / INSPECTION THIS INSPECTION MUST BE APPROVED PRIOR TO SU6WNG PERMIT MAL INSPECTION FOR EACH LOT. PHONE (951) 694-6411. 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTCAL HEIGHT MD FlLL SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HOGT' SHALL BE GROUNDPLANTU) WTM GRASS OR COVER TPROTECT P SECTION 1706 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 12. 73 2B 4.851 13.9% 2,111 60% 80.1% H SUPPORT. PREPARATION SHALL SE APPROVED BY A SOIL ENGINEER PRIOR TO PLILDIMT OF FILL MATERIAL W 1B 6,162 15.2% 1,575 3.9% 809% A 15. DUST SHAII BE CGTRg1ED By WATERING OR OTHER APPROVED METHODS. 18. 36 2A 4.839 17.8% 2,034 7.5% 747% S STAMM CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FTE=TENMS(1.5) SHLLI BE SUBMITTED BY A SOIL ENGINEER TO ME DEPARTMENT OF W6LIC WORKS FOR GIT AND FILL SLOPES OVER 30' IN VERTICAL HEGHI. 18 A REGISTERED CML ENGINEER SHAH SUBMIT CERITFICATION OF BUILDING PAD ELEVATION WHERE SPECIFIC ELEVATIONS ME REQUIRED. THE ELEVATION (WITH E TO V.ALACET GROUND SURFACE S REQUIRED, THE ACIWL ONTMMCE ASOE INE 799 to 5,958 8.6% 1,342 1.9% 89.5% PIMTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHARES 104.002 239 27007 28 4,851 4J1 1,934 1.9% 93.4% FINISH GRADE SHALL BE SLOPED AWAY MGM All EXTERIOR WALLS AT NOT LESS 6 NMN )(' PER FOOT FOR A MINIMUM OF 3 FEET. 21. NO OBVTRUCDON OF FLECK) PLAINS OR NATURAL WATER COURSES SMALL BE PERMITTED. % U. ALL PROPERTY CORNERS SMALL BE CLEARLY DELINEATED N TME FEND PRIOR TO PCPITOVED EMEG COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 1 7 26,817 081 217M 1B 8,162 23.0% 1.078 400 73.0% ME ISSUANCE OF THIS PERMIT BY ME CITY OF IDIECULA DOES NOT IMPLY OR B 40.162 0.92 =551 YR 4.839 12.0% 1.9M 4S% B3.2S 9 101.868 234 36155 28 4,851 4.8x 2.020 2.Ox 92.2% P 10 49.597 113 29621 to 5.958 12.0x 1.669 3.0 84.6% H 11 29.425 ON 23522 2AR 4,838 16.4x 1.960 6.7% 76.9% A fad 1 49.181 1.13 222.16 261 41851 9.91 1,850 lax 86.3% S P'R2 EL 51.960 119 18295 2R 4.&79 9.31 1,935 3.7% 87.0% E P'RGEL 57.04 1.32 2870 187 - SAW 10.7% 1,224 2.1% 87.2% ] 2 PARCEL 58,526 1.34 26136 1M 5.958 10.2% 1,00 25% 873X 4 BEING A SUBDIVISION OF PARCEL 4 OF PARCEL MAP 2H 6 TOGETHER MALT/ LETTERED LOTS B AND D OF PARCEL MAP NO. 8755, ON FILE IN BOOK 43 M PARCEL NAPS, PAGES 52 AND 53, IN INE OFFICE OF THE RIVERSIDE COUNTY RECORDER, ALSO BEING A PORTION OF ME TEAECULA RANCHO AND ALL OF TACT 23513. INDEX SNT 1 - Tl E NOTES SIR 2 - GRADING (LOIS 1.2.3.&4) s2IT 3 - GRADING (LOTS 578 SHT 4 - GRADING (LOTS 7&B SHT 5- GRADING (LOIS 9110.&11) SHT B - GRADING (PARCELS 1tl) SM 7 - OWING (PARCELS UA) OTHER NOTES 1. LOCATONS OF ALL SEEPAGE PGS AS SHOWN ON TNORnWIW S ME APPROAMTE AND PER SEPARATE PERMTIS. SEE SEPTIC/SEEPAGE PIT PUNS BY OMERS. 2 SEE CITY APPROVED STREET IMPROVEMENT DGWING No, ID99-097C0 FOR SANTIAGO ROM, CRESTA VERDE COURT, MMD BEL MONTE COURT WEST. 3 ALL DUMMIES TO BE DETERMINED BY CONTRACTOR PRIOR TO CONSTRUCTION. 4 ALL CONCRETE DITCHES. V -ORCHES, DOWNDAJNS AND SPVSH WALLS SHWI PIGMENTED M M FARMTONE /COLOR. BENCHMARK DESCRIPTION RNERSIDE COUNTY BENCHMARK T-27-81% 34 MILES NE ON RANCHO CAUFONNII ROAD FROM INT. OF FRONT STREET, 13' S OF 4' 2 BOARD FENCE 2' WEST OF PP. /1751190 GTE 9/13/82 EUEV.-1230.562 BASIS OF BEARWG ME BASIS OF BEARING IS BASED ON ME WESTERN LINE OF PARCEL MAP 8755, P.M. 43/52-53 OF PARCEL AAPS. RECORDS OF RTERSIDE COUNTY, STATE OF CALIFORNIA. BEING NORM ON44'26' EAST. LEGEND -..-..- TRACT BOUNDARY -1652- EXISTING CONTOUR -1-- DKMGHT UNE 1 1 j 3. q_Apym ------- TIGHT OF WAY er MUNE 5 PROPOSED LOT NUMBERS -1652- PROPOSED CONTOUR --BSL-- BUILDING $ET BACK UNE 10 _. 2:T-_ SLOPE (2:1 UNLESS I I 6. OTHERWISE NOTED) �U�CROSS GUTTER WITH 1 DOWUNE W/ DIRECTION II RUNNING WALL. I I RIP -RAP SLASH PAD p® T w/TtL I APPROX. LOCATION OF FU IME S. SEEPAGE m E%PMSON O¢y APPROX. LOGTdN OF SEEPAGE Y� PDS PER A SEPARATE PERMIT KI}- APPROX. LOCATION OF SEPTO 1 TANK PER SEPARATE PERMIT INDICATES DEDICATED PUBLIC ® ROM -OF -WAYS TO BE VACATED I 10. s MOBVGS 1' COURSE GRAVEL DIAL TOLL FREE B4084EERNG BOLUDOW 1-800-221-2600 SWALES SHALL BE A MINIMUM OF 02' DEEP AND BE CONSIRUCfED A MINIMUM I AT LURE TWO GTS BEFORE TW OIG UN9LAGfgMO SLW,CE MLR, OT WWUkK 1:M6g11G 1 1 j 3. q_Apym cGYs7WDe7Aw MaDrR➢n 11.. DIVE er xEMs43Ys µ47F A SEE ABOVE EARTH WORK QUANTITIES CUT 750 CY FILL 750 CY (D 3RAC INLET DRAIN PER DUAIL(S), SHUT_i Q 3' P•C PIPE OJ CONSTRUCT SIDEWALK UNDER GRIN PIPE PER CITY Q PLACE 4- POC (520 -C -2500P) DRUMAY WORK TO BE DONE ALL WORK SMALL BE COMPLETED PER ME CITY OF TEMECULA STANDARDS AND SPECIFICATIONS, MD ME STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREUSE)OK), CURRENT EDITION $%1lf So �VL ADAM YS M.Ws.eA' = i � 1 u Y CC {9774 rMMW 9.PC6-30-07 ' .' N/A 344 �Dr eAL944 cw7rN,Y er aM./I Ch Du GRAPHIC SCALE (1N 7x6! ) L IED\ .190 tt ASU n...r ay.,rn a r4 22 2� W. W NC C.C. AM. 43710 &ph. 06/30/07 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SMALL BE IX DRAINAGE i SWALES SHALL BE A MINIMUM OF 02' DEEP AND BE CONSIRUCfED A MINIMUM I OF 2' FROM TOP OF CUT OR FILL SLOPES 1 1 j 3. MAXIMUM CUT AND TILL SLOPES - 2:1 1 4. PROTIDEE WIDE BY 1' HIGH BERM OR EOUNALFM RANG ME TOP CA 3411 II / FILLSLOPESOYFA 5' HIGH 5. ALL GRADING SHALL BE DONE UNDER ME APMRJATGN OF A COMPETENT FALL ENGINEER WHO SMALL CERTIFY THAT ALL FILL HAS BEEN MWERTY PUCED AND WHO SMALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER V DEEP I I 6. A REGISTERED CML THE CITY SHALL SUBMWRITTEN LIC WORKS R DEPARTMENT OF PUBLIC WORKS A WRITTEN CERTIFICATION OF COMPLETION OF F OMPUE ON 1 PRECISE GRADING IN ACCORDANCE WITH THE APPRONED GRADING PVN PRIOR TO II ISSUANCE OF THE BUILDING PERMIT. ATON .HALL BE TO UNE, GRADE, I I ID FILL ELEVATION AND LOCATION OF CUL AND FILL SLOPES. II 7. PROVIDE A BROW DITCH, DEIGNED TO HANDLE 100 M. G STORM FLOWS ALONG I TOP UA CUT SLOPES. S. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THEN ONE FOOT. ' 1 9. ALL GRADING s1A11 BE DONE IN CONFORMANCELEIG WITH PECOMMGLY 1 / THE 19. I S. H GATED JULY 19, 1999. GECOMPA MK STUDY BY MALL 1 SETS F FI TWO SER OF FOAL COMPACTION REPORT SHALL BE SUBORNED TO THE B DEPI OF UBLIC WO TRH FOUNDATION DESIGN RECOYYENDVpNSENT OF ME PRELLMOAM Sip PDT. I 10. THE CONTACTOR SHLLL NOTIFY THE DEPARTMENT OF PUBLIC WORKS AT LEAST 24 HOURS N AOI%J REQUESTING FINISH LOT GRADE AND DRNHM,E / INSPECTION THIS INSPECTION MUST BE APPROVED PRIOR TO SU6WNG PERMIT MAL INSPECTION FOR EACH LOT. PHONE (951) 694-6411. 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTCAL HEIGHT MD FlLL SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HOGT' SHALL BE GROUNDPLANTU) WTM GRASS OR COVER TPROTECT EROSION AND INSTADIUTY NACCORDANCE WITH ITY OEVELGPMEM CODE SECTION 1706 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 12. NO FILL SHALL BE PLACED ON DIVING GROUND UNTIL ME GROUND HAS BEEN CLEARED OF WEEDS. DEBRIS. TOPSOIL MID OTHER DELETERIOUS MATERAL 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED. IT MUST BE CLEARED, KEYED, AND BENCHED IMO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL SE APPROVED BY A SOIL ENGINEER PRIOR TO PLILDIMT OF FILL MATERIAL 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO AULACET PROPERTIES. 15. DUST SHAII BE CGTRg1ED By WATERING OR OTHER APPROVED METHODS. 18. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SIZE MUST CONTINUE TO FUNCTION, ESPECUIIY DURING STORM CONp1ON5. PROTECTIVE MEASURES AND TEMPORARY MANAGE MD PROVISIONS MUST DE USED TO PROTECT ADUGN:NG PROPERTIES DURING GRADING OPERATIONS. i 17. STAMM CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FTE=TENMS(1.5) SHLLI BE SUBMITTED BY A SOIL ENGINEER TO ME DEPARTMENT OF W6LIC WORKS FOR GIT AND FILL SLOPES OVER 30' IN VERTICAL HEGHI. 18 A REGISTERED CML ENGINEER SHAH SUBMIT CERITFICATION OF BUILDING PAD ELEVATION WHERE SPECIFIC ELEVATIONS ME REQUIRED. THE ELEVATION (WITH RESPECT TO MEM SFA LEVEL) SMALL BE GAN. B M D.UUDON WTM RESPECT TO V.ALACET GROUND SURFACE S REQUIRED, THE ACIWL ONTMMCE ASOE INE ADJACENT GROUND SHALL BE GIVEN. 19. EROSION CONTROL ALL GRADED SLOPES SHALL BE PIANTED WITH ROSEA ICE PLAN AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES ONO 15' N VERTICAL HEGHT, IN ADDITION TO GROUND COVER, SHALL BE PIMTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHARES SIAL. BE PLAITED AT 10' ON CENTERS: MESS, 20' ON CENTERS COMBINATIONS, 15' ON CENTER.. SLOPES OVER 4' IN VERTICAL HEIGHT SNAIL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.PC CHAPTER IO.R. 20 FINISH GRADE SHALL BE SLOPED AWAY MGM All EXTERIOR WALLS AT NOT LESS NMN )(' PER FOOT FOR A MINIMUM OF 3 FEET. 21. NO OBVTRUCDON OF FLECK) PLAINS OR NATURAL WATER COURSES SMALL BE PERMITTED. % U. ALL PROPERTY CORNERS SMALL BE CLEARLY DELINEATED N TME FEND PRIOR TO PCPITOVED EMEG COMMENCEMENT OF ANY CONSTRUCTION/GRADING. Y• .-L 23. APPROVAL TH OF THESE PLANS BY E CITY OR ITS ACENIS DOES NOT RELIRVE THE M APPLICANT D HIS ENGINEER FROM ME RESPONSIBLY FOR THE CONTEMN OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, MPF t•1 LOBE ME APPROPRNTE PUN RUWNB SHALL BFPROMPRY SUBMITTED TD ME CITY ENGINER FDR REVIEW AND APPROVAL µ 24. ME ISSUANCE OF THIS PERMIT BY ME CITY OF IDIECULA DOES NOT IMPLY OR PROVIDE ANY CLEARANCES ROM STATE OR FEDERAL WILDUM AGENCIES a�n REGULATING ME PROVISIONS OF ME CAUFORNA OR NATUR _ ENDANGERED ,,AAAA SPECIES ACTS. ME CONTRACTOR/OWNER/DEVEIAPFA IS RESPONSIBLE MR OBTAINING ME APPROPRIATE CLEARANCES FROM MESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. NCCaDMaVOm B�OHM AA✓L5/u5 C OF ACCEPTED B)^ '�`�-MM Ao r cT AVMYa t rR&T Rwpr nWRTm>nac AowX RCL .W /DIN LNC d..xfr/ 'IW rll�-m LD05-133GR CYWvvq ADI PRECISE GRADING PLANS TRACT 23513 & PARCEL MAP 29466 swe 1 a7 ----.r fM1 . •-R xmre Q w-_-rctimw c a- end, u p2mID3 nmar-YSE ca...'se. w., rtmVa mors CuxM1 pVG:u.: �ow -Pl..-r -ca N_T.5 YG ILIIS ` \_ f / J A lJ O / 1 P M' N LI / N V [�OE-05017: Q'tClClnf11,112 Lie -nal EROSION AND SEDIMENT CONTROL NOTES I GENERA Q000 NOTES 7s�MQr7Qn Ei ter MPIOMte I'dl�G� rJFc^© I r"+ L Intermediate en ms pen N kr madam amaatlen are ceamaN Control CA, Them balm are 1. Allglsasgmdmlmed actrvll!<sgmll confwmmlhoGmtll^C, Gmfion&SMimmt 0ti0C• Q�L� C71 ©In�I LV )�.9 r.i 11-:'!"kJ11 mmg ata mw Owed be appliedamoNly la Smem.,mal wndua»f^r endsY mud LgrbplO ih ce No. 04 aid Ralylioble, to Ilia Stale III Rcmomcs Conbol 09111%OP'll_-''r,'J[=^9.9hurX wolml Tlro 04erarymbrmPo'mils bl WetrtulWa"aM nmlNenarce ale rarbWuona Dmd NPDES General Pon l for Cmsm fon Activities. .atopen P err endo v> 1w ed app'xallo wi-0lgwbkq Qioll I:.\✓. 7 E ' \ y Moo c 17 'I h c n 7 P E C' 9 Awa ..Y`/`�tf:.Ro,�.':� -711 V \F 4 `n / > a y l > v - /r a UI o , ro\ 4r,\ \y\'Td •yrr rJ\\.L•L3 p 1'� Ike" 7.- e L \ c X fT J 1 ' =C 4f pF u tete pJb/ / / / \ Jy' � I r-__ _ I tete �• - -i Q/ d I o rp I � 1 / I 7 1Ell 01:1 226.5 r Pa 0 I 111 ton mY avgmenl aa4W by Y aUh'ICa> (tlamlrg, tY AN, oiu,varM) aM M W avpevW smG6lmwuplwYl lite eNYo elate TM ontC Ub not 6 ARepainced Civil Engineer Call submit to de City ofT=n la's Public\VmW DRcharp DOYaffebond % lamed a minirmma[2, Dri'Vge swarm 3.a ldmgwtlimum smid 2, I Pel.®Ralmmaln,to. M.fifirtlsmi babrner011ne,..) vhallb OfO2'neep Ccwullbe noPr away .^mmlm lap mum of02'dttsalli ASinti>wnleddeaygam (awturamrrucaudde uta waerewnee, drem.Imramrsday-ye--incl Ayemmperm4letl tllacnvwaa '/(Farm stfa sic way from tram ill<xmtlwnails amlln, Mw enataml ' re poNEllea lmnanlerNp enY alornm'vlm emveyenee eyetam yearmune. intMUa.f3mllelopemrsy %"perfoN (waminimum of3 noel. S, ascnaOar Condancr Mormamon 3 Mmlmmncwand011tlopmshallbe2.1, DIIL 11H UDI) SMILDLE3 PIIDPBS'zY 1 Vs" 95 ASA 111398. i (RmwmW. Parson) I�y, 124 -Hour Phwna Na4 4. Porde, a a applkable, want . Mow ditches designed m mnvcy 100,earacno gow, etls mo a,:no slid use be [ohne under ma Stale or m 4 Vfeel airNes...,a x G PHelene of Intent UJOD=It bo lead wan the dial. Woman CaPi gredN berry olmgg sepa ll traded elopes oven l' in valical hciddor thatme a4inccnlln grodm awRmdlren smfam mmrcmvay halm lop O lPpa ....a'CaNrd Word (SWRCD), a ..St. D:[cbr0o Idenbncamvn BUNCH Number ,bell M s..d le. City. soila Sl ,..r archaic. P haic. mvantm^ Flm(SwPP%SPan 5. Ag ppdingabvllkbyteand, tlemWrvisicn a(a RegWesd Crvil Fngirce63pl be Implemented It Wit IM mandate of ala prand and be readily aven^de on ate to Engineer. ME g gfisg Callxlnwhw9ng cemM1/ noun mBhvve hm pmpn Cary and State Inwecmn. A swPPp umplme cam b^ dreaminess from me City, ww W. IY placed of www Nrvnrtennmla ore under Il Mmmmlon. ad aM,Homdl awmd o five camWdmn .,it Wall Rlla mer 1'tlttR. 5. Ouoy Me relay season (October t - April 001, the Oiachmgar Shall made Similar is ev AD p4e0ln 6 ARepainced Civil Engineer Call submit to de City ofT=n la's Public\VmW necessary. aaulpor and wart... ft, emorproY work to protea the Sna Addleowl Depadment a wdI c[nlRmtion offarmielwn ofrouph gmdine in acmmonm Otis me accident no Sediment maVd remarladSma'I M smckwda el various location, mraaphoul appoved grading plan lar lw Dmweo o(Iho buddin 0 prrm L Cegllmtion Shall beto In. K. for Imm.dlate Implomantatt p a lint, patlq cicvatlan M kai ofedi elopes. Ivwm 0 Chad be ad2%. MINeavel .Hera NI alamed wM 9ravel m Pm e nice a:.Grads Gravel sn51 aler.Me be an I m Nrvewao, That a vend IMNqud la.. Rm:M owm ¢nospnk =bell M q�W a ad pause stn .- anent eweawn nmuhoa lna.MUs fir d.b...a�orak.0 wid-011ed.rprMothlmenVMnmWNY ecrdrva ]. Fina wmWmkn rtGon will harerlurzM Retail file grmlm than on. foot rceq andaA paves SSdryb&q.tmwLrtmmryli a dI IranV.rwsmnm.ebmentmMrods mar Ga- i SCALE I" -`GO CN6V) -C Y �y. ` fad N:arptlwneks enmamePeGwemor aro - B All bodifiesse in am.d.c wM recmnmWakn[ahbe,find,mrymrb al 9 dao T "Up",amAeamElvllen Implememoa areas v<ailpuen by Leighton&Astw,darcdluly 19, 1999. Tvompoflhef Ic[mwaw[ CONSTRIILTIUVNOTO O ad2%. MINeavel .Hera NI alamed wM 9ravel m Pm e nice a:.Grads Gravel sn51 aler.Me be an I m Nrvewao, That a vend IMNqud la.. Rm:M owm ¢nospnk =bell M q�W a ad pause stn .- anent eweawn ofonden wed, w, .M las ChaitaM In nm be wbmmed m dad Pubnc VVwW DcWwnmrmBcnYli \ (//�N alp � \ have been doal m,Meshall .. thatSachs, Mia town OI TALL R z EACH 5' X s' A 12'TO 0. g y mnw, omaw wed rte paned qwo ends m<kae 100% vegete0.e Dud, Inn rain dwmmmvfwmavwwlOthe rewmmcnwiomofrha IXdimimrysoi6mwq ]IT ]IT TON BRACE, USE +S"STON65 ACE, I , 14 Under aShall be<annolkd by meal approved by the Civil Eepna. nm0ly mod m stapled er pnm: ndiderPubli [Henn. 110 - (amw he mracha 19 All ry ere shall be clad dclixitN in Me field dorm mmmencemeotof P Wrycom y P PLACE GmIuILBgR]-FRGH AROUND IHI'.MP cameo. wait. and Octan now Ilam, aalvnpmlea aralwga'nle. aneaee a Nonan systems not t. am town the m, Y D re a apart f World. Por mal, on Camara, am Nra, mels, or steer el antra eppswe by the DIrzGu al minimum trend ed nMeuWle nmanly reversewithmmlmum epalwnnd of p Tlc wnlraGm (hall nodlythe Publk W[rk¢ Oe % wnm<nlnl legl4ghmrsiaadwtt 40 L.F. 3500 anomy rates nl dna Me be owe for Ieaad a 1g puadw easements. g Sea al 26ww mono dna g m Bnhb lot nm ane maw ten nen T rt.aee' g n1,'namGien dna be mute 8 s spm vpP i 3 PLgCE Q \ 1 clamse Ian air. Is mer ma nmmn mall not be used aaanpMamne eramvn r . 9rr J 9 prior building crmitacmanm fprew!1lot. p sit GMVpLgA I -HIGH ALONG TOPOP fr SLOPE 130LP, 3. PROPOSED 0351 DIS TURD AO BE DISTURBED 4. PROPOSED 035 <10ACRE TO DE DISTUROED 'n mellvs wn. nim for etls vale sate I tened sl arrasnmaax o Implemented IM a ace I LEGAL DRSCRPTION: (2)INSTALL SILT 6CREEN ALONG LOWLRLPOTS OFGMDMG 500 LP ' PL. SWALE ELOWLRiE N.P. SWALE IOGII POINT ,(db gmean Vies allall Cam protected wand a of Pines polymers. ova sNblllEwe, bber mnitle, or slM1er ma[sure epxmed by Ox Oiu.r of Pudb Wwnu. Public WotW Dcparmm�l Poona (951)694.411 OS R➢MOVE TOP PORTION OF CONI LINED V 10 U. 9 5emmeN mnirols adll InGOna de.Abag tons', .retied lawn , fibra tulle. Sat fair lNet 10 Crowd fillelepO11,1116c Dmmad,vi0rammSlmllOnemtbv ave Senlm[^( -Di ASNOTEDONPLAN gravel bag mei:one(3m-gw,NLCrack dam. drainage prsle<Ibn, Cie. Comment, be .ht Ill. at,,TOP emosmlily a red doing thegrseing fico[, / to. As.. by and alar,. Aorrav(vdamow amw thwart. .',a-nein^. rLWwn glixn, a no w�len.; ➢0 ONGPEC URTEIDY 30094➢ELN•ONI'E COURT GST JIt_ LEMTSOFOMDMGPR MSED 3.4 MILES N E ON MNCHO CALIF. U. dal Wdiaumv hada c to. asmhwa, wmlmslkn nmism., Ind •, 11 P xnnue tbillivcl mtgaM8 ad. tool nm be limited W. legalist, wham aaalare. ad / 9- - -- --tete- _ (951) 453-090 A 45}91 1) Mams Waementa a dmkn ala samnml mai haute unreal i gmunewvsr,llcm, Anows, of a combination Marcello ttndedwan will City cadet O6aappmol0(BmIWp[<Iioc SlOpmasc Von height hove �,1• / II Cmmand- waam eMTG{e2ailaeua-w.na-vire,rte-s,u<win.+air-vp,� err damn Mff vesical shall 1 be mvtletl far cencrkkkTTTla. INS, M aM4M WamaW¢tad w Veen ran .Gn mall M p p tent ini h ckgsw ytns ten i)Y ms pro pa mM mnnm dmvlar nF.mUP.0 'l ' mora drcds ad x I metl,vllM1 Imdc and la<alenn from 9 dna slucm fid mol be p r+Y dna .nonage Inlets. Prior m say mnnvslM rain, bins end amRwb shall be rave• wawa s. Y matin v IN --- 12.,a,mUb,.,t lnolM .wcdwmiahn uidvntpm, m hmlxcmcwiid of of PI 6ro B °"d ,� y orPlastic Cup Pmvmnl4g any sysdlmw lona ma drainage sy[lam vaetl; dabru, topsoil, nnJ olboraeletaiwa mvtenvl Irnttp aloD'^g lclrain acorn np t bEenOdmceemerd, owhPePpOed.mCivilMnnfn hsoil \ I / � 12. Commuchn aemnn mol be addition matin a combinal.n of goad dna aMxa Immlyear- - ffimllNkltl or Le gmwc normal ARegistered Soil �` V\ -C Y �y. ` un¢ bmwow storm ewnrs, nnwae dna Mamee Item Ma ma - Makeari anySlopesam mv'WNMn M = pavase IfFor CN= simh MM so- al 9 dao Gedo da:pII=pmP lm[o fRll 1 I \ \ ad2%. MINeavel .Hera NI alamed wM 9ravel m Pm e nice a:.Grads Gravel sn51 aler.Me be an I m Nrvewao, That a vend IMNqud la.. Rm:M owm ¢nospnk =bell M q�W a ad pause stn .- anent eweawn t "CU Out al eccdaf du cam became Ball be porWed mal peed antdtingasVuc[wccelnsulkJ 13.Tempmq..U. \ (//�N alp � \ Iaucuw Soon mat we of an exnmea dwPes2'wr mwr.mhel.nl. mat we 's Matadd mws anal be gets era Fael Impod panvbm rade.. ficgo liadlro D wsow fid Vadum a, Ic ,nal e] wee, any a. .-.ad lm meazplkellm of papntl ca prolCbve ft.fit xPwdtrall c'arylm'-di,, ter nay,Rw v .,..sr.Y,r .a. propMia fmm silldepmilion aid pod'mg,vderaeri^pgradipg=pmwns \ \ O\ �@ It to aavlcae.. However. dmnpga Nkb Mil bre .mimed to gl.r m=rrscnmmn seal coNa. However. umm UICE Mil I0 Sm am Cuba's shall be rconeve l from cMck dams, microns, sal forces, amlit,ng 111 by escalates , 14 Under aShall be<annolkd by meal approved by the Civil Eepna. t \ 19 All ry ere shall be clad dclixitN in Me field dorm mmmencemeotof P Wrycom y P \ \ \ \ - \ A \ \\ \ \ cameo. wait. and Octan now Ilam, aalvnpmlea aralwga'nle. aneaee a Nonan systems not t. am town the m, Y D Is.amblhyskulatlom wnnofpamrof-wrcry o(drimvt dna cndf icniM H.5) shall he wpvtruGiwJ m . mar sed s 2p lL< Ilea must vNoivvv<nwxLment Mavm Pu perm' Fwnil Nlorloa knil:una hlb ..it - NO. a.sovewd dreg mmlmcllw. leack=a each ol,md development, Forreand development, after .van dram re,alb franca maA be Iain. eaenalx banned r= Me Push. View, D= Arrant n Registered w relCivil Engimen Sell PENOt A'G \ 1 J ith firl .111 it ..Ik Iaend made tecta Combined mann elay.RMg or .fir-leme�mwrans mala. m. d Co ine Engineer or EngmeadngGeologist for aand rill III over 30'mvmgmnl nwiryl. 3. PROPOSED 0351 DIS TURD AO BE DISTURBED 4. PROPOSED 035 <10ACRE TO DE DISTUROED \ LEGAL DRSCRPTION: n9m.or.war, lactim apPllwMw. PL. SWALE ELOWLRiE N.P. SWALE IOGII POINT \ N \ One. � \ \ ` \ I � � me ermi (3 all mem o of story dna lead m ams ev wndraewa el a . p 14 D.¢luin bo. e 0 Permit J6a0 cubic m.r of storage 0 Grate General Construction P 9 par tecta anim0)°eveo n Ma silo apes ter m9uao mverepe andel nth parmat Wella marl M 16 ARe htmcd Civil Engineerpr Licensed Land Surveyedlmll wbm,t centficabon g ofUW!din8pad eleva:bns Wndc rpmgc elevation arn'tyuhmd, ihomleva0w (wiM v dsy. \ \ \ -C Y �y. ` un¢ bmwow storm ewnrs, nnwae dna Mamee Item Ma ma - Makeari anySlopesam mv'WNMn mspm ) g '= ape J ere Ito mem sal level ma11M n n Ifw ovwllnm ellavtleeen[ For.naaurfnmhrtgalrm.IMactmlaimnmaWva nm adsxrnl8mnna abdl be given 1 /b 1 1 a4' Is slwmwemrrvndfalmachuell not oda a W.e. a all an. be doped Nng suff Tampvnry n t lab ca nalmeN cin r 9 n III dem ids Fl w shad be asToled SNO edMlwt permanent ls...a S:fid IT EROSION AND SEDIMEMCONROL TndemA lwdml by the Ond wvmns City Ord,NPDEala \ \ Tri lay a 1. fee. of far ands [1st., In nmai 10 met nna., r ver amm nn fiemmledap, br he. of d m g ea memme eel l Nnkas sic fame anvil be'nsla0etl Or. ,Con methal.in.h. afTance argue a, ngadhvmce to McShte NPDCS a,dm .1.b WglAn lhm \ (//�N alp � \ Iaucuw Soon mat we of an exnmea dwPes2'wr mwr.mhel.nl. mat we 's Matadd mws anal be gets era Fael Impod panvbm rade.. ficgo Co Actvnof0eac,linindvd pnmerte cwmmmuw A=brninrlrnppeewlw i H!`SE Z)NE I C oGEME�N -\ \ \ \ \ D P gV gm \ U...%.ve dell be lonI Dvwama vndl de alarea.nay tram aVaa6. geewalk n0nl'ol.ways. ane d'a'new lobo mrtl sham navammndrrrc-t.enl SlCekN'a..f,.Ilehdl da drotedea O'mem.farmnotaeraln Greed bC,U no IS Exi511ngornlmgc eourtta sora^Ijmlmu'm Nnctlendutlng Ne mirlyseason No obstruatinvffiavapmIna mrvl:v rss Shall be Permitted \ \ \ \ \ ���yyy n. All Portable mhos :hall I doe amBe uw&1fldwa to -.law widow. v mntam muhar s. alga be el.ma on Ise gown -old tlea vl loo Ilrma 1 9 19 All ry ere shall be clad dclixitN in Me field dorm mmmencemeotof P Wrycom y P \ \ \ \ - \ A \ \\ \ \ ) O^ l 1 a r and a su. m wli.01 oameeaWter. ave e Tn. Ohw n mels ed dm xm tete rp paper, mmol mvlwa.r an Nn else. a xse'aow mnaaen. m. eraalen dna sediment yl p ercetea .ohne Hanave.eneryencya6esveaaMd do mvm.I,Nl at dl:MM. wpvtruGiwJ m . mar sed s 2p lL< Ilea must vNoivvv<nwxLment Mavm Pu perm' Fwnil Nlorloa knil:una hlb rr -:^n. J n b T L `�' \ I I Let Z _ cxk' �' � 249 9 C �(y K � \ N O Int 1 p 2 W � 1 4 N .P= u s ' 1 I NG 1E P a't D. 4 ._ rN T, h - tete. . EXaS 12Z(rSa G ) r sl V J I PAR S j PAR Z . SObltCi ' 5 sOF_TOPO O 1 mal EXIST 6ACIL4AA0 Pfl0 (TIP DASDTOPO GROvd PE➢CIS6GMOING PLAN ',DOS i]]OR. I Sri 123: Pc.26 D oil, DDpL PAfp PLANDY [NO SOLUTIONS, FQED VERIFIED firs ) i{. 260 PXIy-SIyV,,ap BY IAUKESHOREENGMREEONG, ALL PROPERTY CORNS I 2l 3MF4(£ w K6. 122}.S/Ji nualpE l2'ri[TUTA MARKED IN FIELD AND 06NTIFI6D.- Y _ - �w PMD 12u> PIH on 1 PoOL4 $P +1eA Ge[w. P14L� Slop rrsn�r2crr; n ,e dH agwr� \ NUP4DDErA 14mpe1L SEPARRFE p O -;Fr, W. rdO innov) ® _ PC-hIRIYS. &iv'LROsnfD SIARFA[e /� O'iGLD11 L1'rIlE14?^M f!IC]YO:d C]h9D � No SCfiLE' SCALE I°=l0'CaDU) Qyirpan EN_ffie CIA.:^SOA f'7I, u(•�f)f: f)fJC7f:: "';'.Fm9D CAR poll gA/1-FSU ASP.CIO.^^i,1(1SPAMIT, LGYGJD::p4ilF. Glu) O? W- CU DuA[]DA:.JD AC!�i CDCCErgv^.f1u1D:];e mid 71G 0r;'jTj :1!T] CnEca: rnc]v'10ltiJf] nd9oP,Lu Gac^^..tete[',^,ma)SurJa (MiTr:IDCDH), eooaaael Inderground SB IcD AIAI r coNsrf Cal- TOLL MEE rorlrv=:r_ ;'r\, tela._ 1�1.J) 227-2600 con carfl I. JI 1 19 No masseuses. a1Mr Ile aeeimenl elands, :lull be allowed a: any existing labii., m priers, rwmwam cmveyarm enders, ..e taewIDe t rpmay or ryrT UOM eranege hatinm hew bent mmea a by me 0. of public Walk. m ter mw rigin-atiVa¢ 21,A 1 (thee. f dada C' t 1 Approved o p W by dywri edg=e edam mlddwxe lhv applrcaNandlm rte., m he naanaa storm envie Or cowrera mgVce, fromme ver pndbih y fwder Owwww fam err w pmoiw, tlBwvered darn'Us.<uas Nall ha 2 . FIII amn slhave 6m^Ilandalmenl controls ton emcened bel MMau Fl up to Thede m ce no¢ om ar.,Y aawnaana (pipes or peras aucma nn P P PIan r.vmm�a 11Y snth incdl.d.Citry En imrtormOln,odC,,avnl ➢ TIRVDNC OIM metls a mmmre mom. neer mad,. wltella Donn em w 9 a alma m mar rwwa.d o p moo<; pmduets;b,pswe,wnaingamoaldindame; Imay mam,Amwlboweto, dmmape 22 The ofltite ' Itnale:and ePpdopnam grading to add .vantage away Dom the gage pane tap mal slopes. thersnmw orfiilby11:o0OY e,Temernladon.notlmns offame orodry aear<ncmfmm nem or reamm asmtum=mor,lnllne the vraasiwnrorslme or federal MOP. MVV CUT -ILS" CUBIC YARDS 21, Slope proladind must be In paws them, IM 'stay anon pnm in Inn bauanw of a <ndwg<md aproin deb wrvaW Onliy mgnslbm Ta ConlrslwlOmenDeuelopd PROP, FILL -2.r CUBICYARDS Carolina. Of Odmpewy to Crowded araslon _ arcspmuibk farablcssetxapPmpmm dmmnca fmm thew cgmcks wiono airy VdLLEYORLL 41411-T D. The Oemdmml of Peadc Works mservea the right to make e.g. m tela ph". TO. mat dnmeba^en a- ad.., F-.NANATIOM CUTS S60 ca. 9IG, Department a VPCGWl of In a plan does not relieve the Dsmarga for corrections al pn VATR SY/IrPP AND NOT RPO.I PR WS lei 1s: Sal ci YOS, ..it - NO. a.sovewd dreg mmlmcllw. ES FMISHM SURFACE Mal UDl 1114LL. Ct. IYr41RDUHYIFJJTS FO PMISIIEDGRADE I.TOTALGMI ARLA-1.19 ACRES PENOt A'G {BAWD AWP AL 2,TOTALARFATOBEDISURBBD-015ACR. T.IV, TDP OF RET. WALL WRHrN TfAEYt &1SPx4BNT \� 3. PROPOSED 0351 DIS TURD AO BE DISTURBED 4. PROPOSED 035 <10ACRE TO DE DISTUROED D.W. BOTTOM OF BET. WALL LEGAL DRSCRPTION: \VDm AND/OR NOI PEE1MM NOT REQUIRED PL. SWALE ELOWLRiE N.P. SWALE IOGII POINT PARCEL 2 OF PMCPI. MAP 34820 5.2d ML CONTACT6 MR. DARNN M6OL6Y AT (95.953-8398 (Q0) III SPOT ELEVATION CITY OF TEMECULA, 22WSMO OWIyrtNAPPGCANT ---- EGROUND CONTOUR SCALE GRAPHIC SCAL FINISHED CONTOLR LPI6 ➢P.CNIfMARiC: hB94BELR. �. -)- DIRECTION OF rIDW -1-11-CTR-FW. TURANS(TiON LMR 20 10 D 20. 40 R.CD.M. T-27-81 ➢0 ONGPEC URTEIDY 30094➢ELN•ONI'E COURT GST JIt_ LEMTSOFOMDMGPR MSED 3.4 MILES N E ON MNCHO CALIF. U. TFNECUW, CA. 92592 -w-k- SILT SCREEN FFNCMG {ROM INT OF FRONT ST., U' S. OF 1 - -- --tete- _ (951) 453-090 A 45}91 1) LTZi.G0A1WDAG3 (]-FROHAROUND RIPRAIO drug! BOARD FENCE, 2' W. OFF P.P. 1751190 IN PEST) DATE: 911311 E.EV 1230562 1 YM - 211 n BENCH MARK SCALE UAL: Doessen 6y l By DrawChemical IN Xe Negri Beat . DAR, � GAE. N.AP. 7' Nen. owner svPewam y, I I' 2D0' Dwto:. 91'zG109 Yerl'e II 2' COMMN . RCE Be -13 4µZ . Expirae 4(1010 RECOMMENDED BY; DATE: ACCEPTED BY: DATE, d[R.NOwHC,pq'Iw�". yrON9 Rar.. CITYOF l%MCCUI_A acaaarnfeNr o/' PUZI 1BORKS [M-s�E-T.3LrN7 GeszOLIesar?'70 73UL CJ'J9DI-6i; GJCL9[77 hnaan• L00d19CR Omrr/ng No.