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MUP 2005-6990 FWANCE Rwome cods � o' City of La Quinta ° Community Development Department 4 .� 78-495 Calle Tampico \ Uinta, California 92253 - p ,777-7125 FAX: (760) 777-1233 .1 Wv a 2 '6 J OFFICE USE ONLY Case No. K�:J ' `1 -Date Recvd. kAe Fee• Related Apps.: Logged in by: comrcc��-�pp�r�pgUIN.. lm'K DEVELt7Pi,!ET:T APPLICATION FOR MINOR USE PERMIT APPROVAL MINOR USE PERMIT applications are reviewed and approved 'by the Community Development Director pursuant to Section 9.210.020, of the Zoning Code. The purpose of the review is to ensure that land uses requiring the permit do not have an adverse impact on surrounding properties, residents, or.businesses. APPLICANT 5��'j !!✓�/%�/� (Print) MAILING ADDRESS '" `� �� j —?f Phone N67(oo -7-7 CITY, STATE, ZIP: L -L Jet, Z 2 4 Fax No. -?6o,-7 PROPERTY OWNER (If different): C�qlZ''tc n 22 (Print) MAILING ADDRESS: 0' O JSP 1^21 60 Phone No. ��D 77`-f SKI CITY, STATE, ZIP: C�� (vt V(ef , <�_A Fax No. ?4n 7 7(—/'g Yl PROJECT LOCATION: AA 1 G 6yez L (�..Q No. PROPOSED USE AND/OR CONSTRUCTION (Including operational information): /�- (attach sheets if needed) LEGAL DESCRIPTION (LOT & TRACT OR A.P.N.): %lo RL Z- A18M. nor Use Permit Nov 0 2 2005 OITY OF LA QUINTA . FINANCE DEPT. (a- ❑ Plot Plan, floor plans and elevation plans -(as determined by Community Development Department staff). Five (5) sets of plans on 8 %s" x 11 ". sheet or folded down to 8'V2" x 11". 0Filing fee.for Minor Use Permit. If filing multiple applications, the most expensive application will be charged full fee, with remaining related applications discounted 50% for each: This discount does not apply to Environmental Information form. NAME OF APPLICANT �D_5 2I2 -7t( t -O p� FST L(Pl Print) SIGNATURE OF APPLICANT DATE / c� NAME OF PROPERTY OWNER (!fo iZ (Please Print) SIGNATURE OF. PROPERTY OWN (S) IF NOT SAME AS APPLICANT: DATE (Signature provides. consent for app icant tkjkWsitejbr proposed ctivity). DATE (Separate written authority by owner to submit application may be provided) NOTE: FALSE OR NIISLEADING INFORMATION GIVEN IN THIS APPLICATION SHALL BE GROUNDS FOR DENYING APPLICATION. A] Minor Use Permit P.O. Box 1504 LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLe TAMPICO (7 60) 777-7000 LA QU1NTA; CALIFORNIA 92253 FAX (760) 777-7101 November 15, 2005 T.D. Desert Development P.O. Box 1716 La Quinta, CA 92247 SUBJECT: MINOR USE PERMIT 2005-699 - Andalusia Coral Mountain Temporary Golf Cart Storage Building, Lot 86, Tract 31681-2 Dear Applicant: The Community Development Department hereby approves your application request to install a temporary golf cart storage structure at Andalusia on Lot 86 of Tract No. 31681-2 in La Quinta, California, as shown on the attached site plan identified as "Exhibit A," subject to the following conditions: 1. Once the temporary structure is installed, it can remain on-site for a twelve month period. However, an extension of the twelve month period may be applied for, with no additional fee, in writing to the Community Development Department before expiration. The Community' Development Director may, after reviewing the facts, elect to extend the use of the temporary structure for an additional six month period, or as deemed appropriate. 2. The temporary structure shall not be used for purposes other than equipment and vehicle storage. 3. A building permit is required -for the temporary structure and for temporary electric power, if desired. Please apply to the Building and Safety Department for a permit at (760) 777-7012. Written permission from the property owner is required before a building permit can be issued. 4. The structure shall be installed and located as per the attached and approved site plan, identified as "Exhibit A," unless otherwise approved by the Building. and Safety Director. It is understood that this structure shall be used in conjunction with a temporary pro shop structure approved under Minor Use Permit MUP 05-700 and that both structures shall utilize'an improved parking lot, as per "Exhibit A." 5. Prior to set-up, the applicant shall contact Riverside County Fire Department at (760) 863-8886 and shall obtain any necessary clearances from the Fire MUP 05-699 Temporary Golf Cart Storage Department. Fire lanes shall be established and/or maintained around the structure. 6. The exterior surfaces of the temporary structure shall be kept in overall good condition and shall be maintained by the applicant if necessary. 7. No temporary signs are permitted unless separately approved by this department. 8. No exterior lighting for the trailer is allowed unless approved by the Building and Safety Department. All security light fixtures shall be hooded to prevent light glare from being cast onto adjacent residential properties. 9. Mounted close to the front door on the outside of the building shall be a written notice informing emergency personnel of your 24=hour emergency phone number in case urgent problems arise that need your prompt attention (i.e., minimum one -inch high letters in a contrasting color). 10. The City may elect to add conditions to this application request to mitigate any problems that may arise and are not addressed herein. 11. Approval of this Minor . Use Permit Application will not result in conditions detrimental to public health, safety, and general welfare, nor injurious to or incompatible with other properties and uses in the vicinity. This decision may be appealed to the Planning Commission, provided the written appeal and filing fee of $175.00 are submitted to this Department within 15 calendar days. Please contact this office should you wish to file an appeal, and we will assist you in that regard. Although this approval will be forwarded to other departments, it, is the responsibility of the applicant to obtain any permits or clearances as may be required in order to physically set up the structure. If you have any additional questions, please contact us at (760) 777- 7068. Sincerely, drew J. Mogensen Associate Planner Enclosures c: Building and Safety Department Public Works'Department Code Compliance Department Riverside Fire Department MUP 05-699 Temporary Golf Can Storage P.O. Box 1504 LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLe TAMPI.co (760) 777-7000 LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7101 November 15, 2005 T.D. Desert Development P.O. Box 1716 La Quinta, CA 92247 SUBJECT: MINOR USE PERMIT 2005-700 - Andalusia Coral Mountain Temporary Golf Pro Shop Trailer, Lot 85, Tract 31681-2 Dear Applicant: The Community Development Department hereby approves your application request to install a temporary trailer to be used for a pro shop and offices, at Andalusia on Lot 86 of Tract No. 31681-2 in La, Quinta, California, as shown on the, attached site plan identified as "Exhibit A," subject to the following conditions: 1. Once the trailer is installed, it may remain on-site for a twelve month period. However, an extension of the twelve month period may be applied for, with no additional fee, in writing to the Community Development Department before expiration. The Community Development. Director may, after reviewing the facts, elect to extend the use of the temporary structure for an additional six month period, or as deemed appropriate. 2. The temporary trailer shall not be used for purposes other than business .transactions. related to the pro shop, recreational club, and property. 3. A building address shall be installed on the trailer to help identify the temporary business location (e.g., minimum 2 -inch high letters in a contrasting color). 4. Provide one 2A 10BC rated fire extinguisher inside the construction trailer and sign over the designated, marked exit door, which states 'Door to Remain Open During Business Hours.' 5. A building permit is required for both the temporary structure and for temporary electric power. No exterior lighting for the trailer is allowed MUP 05-700 Temporary Pro Shop Trailer unless approved by the Building and Safety Department. All security light fixtures shall be hooded to prevent light glare from being cast onto adjacent residential properties. Please apply to the Building and Safety Department for a permit at (760) 777-7012. Written permissionfrom the property owner is required before a building permit can be issued. 6. The structure shall be installed and located as per the attached and approved site plan, identified as "Exhibit A," unless otherwise approved by the Building and Safety Director. It is understood that this structure shall be used in conjunction with a golf cart storage structure approved under Minor Use Permit MUP 05-699 and that both structures shall utilize an improved parking lot, as per "Exhibit A." 7. Landscaping shall be installed around the structure, as per the approved plans for the Andalusia at Coral Mountain Swim and Tennis Club. 8. Prior to set-up, the applicant shall contact Riverside County Fire Department at (760) 863-8886 and shall obtain any necessary clearances from the Fire Department. Fire lanes shall be established and/or maintained around the structure. 9. The exterior surfaces of the .temporary structure shall be kept in overall good condition and shall be maintained by the applicant if necessary. 10. No temporary signs are permitted unless separately approved by this department. 11. Water and sanitary restroom facilities to accommodate on-site workers shall be provided. 12. Mounted close to the front door on the outside of the building shall be a written notice informing emergency personnel of your 24-hour. emergency phone number in case urgent problems arise that need your prompt attention (i.e., minimum one -inch high letters in a contrasting color). 13. The City may elect to add conditions to this application request to mitigate any problems that may arise and are not addressed herein. 14. Approval of this Minor Use Permit Application will not result in conditions detrimental to public health, safety, and general welfare, nor injurious to or incompatible with other properties and uses in the vicinity.. This decision may be appealed to the Planning Commission, provided the written appeal and filing fee of $175.00 are submitted to this Department within 15 MUP 05-700 Temporary Pro Shop Trailer calendar days. Please contact this office should you wish to file an appeal, and we will assist you in that regard. Although this approval will be forwarded to.. other departments, it is the responsibility of the applicant to obtain any permits or clearances as may be requited in order to physically set up the structure. If you have any additional questions, please contact us_at (760) 777-7068. Sincerely, drew J: Mogensen Associate Planner Enclosures c: Building and Safety Department Public Works Department Code Compliance Department Riverside Fire Department MUP 05-700 Temporary Pro Shop Trailer An Ireovative Building A*rnative Ideal for Sports and Recreation Applications • Designed for semi-permanent and permanent applications. • Erected in a fraction of time of conventional construction. • Leasing provides cost effective financial alternatives for temporary and semi permanent applications. • Up to 8" fiberglass insulation complete with fully tensioned interior membrane which provides an energy efficient, comfortable environment. • Sprung Structures provide significant cost savings over conventional construction solutions. • Ability to disassemble, move, reconfigure or expand. • Stay flexible in an environment of continuous change. • A large range of conventional accessories provide an attractive permanent look to a relocatable structure. • 14 architectural membrane color alternatives 1 FOUNDATIONS REQUIRED • Provided appropriate soil conditions exist, Sprung structures require P1 no subsurface foundations for structures up to 130 feet wide. zi • Structures include a conditional pro -rata guarantee of 30 years on the aluminum substructure and up to 20 years on the architectural membrane. SprungInstant WuCtupes QU PUN Tedlar Coated Membrane Calor Selector www.sprung.com North America Toll Free: 1-800-528-9899 US Direct Dial: 801-280-1555 D!a cream Saa owrib man Canada Direct Dial: 403-245-3371 US OFFICES Allentown Atlanta Houston Indianapolis Los Angeles Minneapolis San Francisco Salt Lake City CANADIAN OFFICES Calgary Toronto mal oaam �... ma 1116 Stressed Membrane Structure Technology A Fully Insulated, Relocatable, 2-3. Building Alternative 15'-0' LOUVERED OPENING r----------1 r----------1 r-- I 1 1 I I I I I I I I I I I I I I P h I 1 1 I I I I I I I I I I I I I I I p I I V I I 1 1 1 I I I 1 1 I I I I 11 I I A I I I i I � I \ I I I I I i t I I I END - r----------1 r----------1 SLIDING CARGO DOOR L ----------J L ---------- J r__________1 r__________1 r__ I I I 1 1 I I I I I LOUVERED OPENING L ----------J L ----------J L-- APPROVED BY COMMUNITY DEVELOPMENT DEPARTMEN-1 BY �u-DATE 1' 2" EXHIBIT MOA O S - �; 49 CASE NO. 1' 7 90'-0" 3 PANELS 0 20'-0" = 60'-0" SKYLIGHT --____1 r____,_____1 —_ ___ __ - I<gFllaglNlll�qrllPl'r»!al�Tlar I 1 1 I I I I 1 J L__ _______J L -- __________ 1 I 1 I 1 1 I I __________J _ ______J L___ __________1 _ ______1 I I I I I I I I I I I I I I 1 I I I 1 I I I I __1 r__________ -I r 1 1 11 I I 1 1 i t I I I I I I 1 1 I I I I I I 1 1 I I 1 --J —1 ---1 r----------1 r--- I I I I I I I 1 I I I 1 11 I I I 1 1 I I I 1 I I I II I I LOUVERED ELEC. VENT. OPENING C/W DAMPER 1 PLAN VIEW 193.0 3/I6"=1'-0" ELEC. VENT, C/W DAMPER LOUVERED OPENING 2 / I I —1 END 1 SLIDING I CARGO ---- —J DOOR SINGLE PERSONNEL DOOR 2 ELEVATION 93.0 3/16"=1' O" at 5/8"mx2" BOLT C/W --NUTS & WASHERS, 2 J_ �� PLACES 0' ALUM. I BEAM ALUM. BASE PLATE C/W INTEGRATED ANGLE ASPHALT SURFACE 3/4'0 x 5'-0' STEEL ANCHOR PIN 2 PER COLUMN BASE 3 5"x10" ANCHOR PIN DETAIL 193.0 1 112"=I'—O" 4"x3" HOLLOW BEAM / 4 \ SECTION 9'-5" HOOD 193.0 Ija`-.I' 0" 30'-0" /'5"\ SECTION 30'-0" STRUCTURE 193.0 1/4"=1'-0" W,-- 0.0 splunG innovation versatility I reliability TOLL FREE: 1-800-528-9899 OR (403) 245-3371 www.Wmng.com GENERAL NOTES: 1. ALL PERSONNEL DOORS C/W HOODS. 2. STRUCTURE MEMBRANE MEETS: NFPA 701, CAUFORNu STATE FIRE WRSHAI. ASTM E84, UBC 31-1, AND ULCSID9 SPECIFICATIONS 3, WHEN DESIGNING A HEATING, VENTILATION OR NR CONDITIONING SYSTEM FOR ANY TYPE OF BUILDING, IT IS IMPORTANT TO ENSURE THAT THIS SYSTEM INTAKES MORE AIR THAN IS BEING EXHAUSTED AT ANY GIVEN TIME. THIS PROCESS WILL RESULT IN A POSITIVE PRESSURE BEING MAINTAINED CONVERSELY, IF NEGATIVE PRESSURE EXISTS WITHIN THE STRUCTURE, IT WILL BE DIFFICULT TO OPEN DOORS AND MOISTURE WILL BE DRAWN INTO THE STRUCTURE. 4. ALL INTERIM WALLS & PARTITIONS (IF APPLICABLE) TO BE FREE STANDING & INDEPENDENT OF SPRUNG STRUCTURE. DESIGN LOADS STRUCTURE LOCATIOKLA OUINTA, CA BUILDING CODE: 2001 CBG WIND SPEED: 70 mph EXPOSURE C GROUND SNOW LOAD: NA (SEE SNOW SHED REPORT) Steven B. Brown & AmociBtes Consulting Engineers 4885 Rrvmbmd Raul Suia B R.N., L.A.& 80301 �e`�°PENFBSP°'Yq` 1 Apses �Z �Er C x cTVIL I SIGNATURE SERIES I ti Awiry i selega0 A .vrW N No INV Adn d dim, f ma a Mw m"Yh d w .w I. aM • d tlw 4Wo. IpaNkd 4dv old s�y�.q sdr4f amalN h a wd v �.a� rc�W q O�FUMG M1AV1 SINJCl1A(5 et »ay d PS'%tL rc61M^ cl%xlURS Nie aid mull nUrlr m N44 n '.PaMeO M dR! a M port e[pr m � PSVTwC 4i51N11 P%.C�WES NG an"nC'/4 anMnr bu...q n Mda v w purl as � uw d J le rndruci IM zW�l mNlw 41sWa4 sa .anal pw .HNA o.m�.4. d o�RtNc pmxrt ulvas vc. a adaen.a ANDALUSIA AT CORAL MOUNTAIN 30.0 p x 90.0' CART STORAGE I D. BENNEII 1 09/24/2005 1 DRAWING j AS NOTED DUST.APPY P05193.0 SKYLIGHT 2 ELEVATION 93.0 3/16"=1' O" at 5/8"mx2" BOLT C/W --NUTS & WASHERS, 2 J_ �� PLACES 0' ALUM. I BEAM ALUM. BASE PLATE C/W INTEGRATED ANGLE ASPHALT SURFACE 3/4'0 x 5'-0' STEEL ANCHOR PIN 2 PER COLUMN BASE 3 5"x10" ANCHOR PIN DETAIL 193.0 1 112"=I'—O" 4"x3" HOLLOW BEAM / 4 \ SECTION 9'-5" HOOD 193.0 Ija`-.I' 0" 30'-0" /'5"\ SECTION 30'-0" STRUCTURE 193.0 1/4"=1'-0" W,-- 0.0 splunG innovation versatility I reliability TOLL FREE: 1-800-528-9899 OR (403) 245-3371 www.Wmng.com GENERAL NOTES: 1. ALL PERSONNEL DOORS C/W HOODS. 2. STRUCTURE MEMBRANE MEETS: NFPA 701, CAUFORNu STATE FIRE WRSHAI. ASTM E84, UBC 31-1, AND ULCSID9 SPECIFICATIONS 3, WHEN DESIGNING A HEATING, VENTILATION OR NR CONDITIONING SYSTEM FOR ANY TYPE OF BUILDING, IT IS IMPORTANT TO ENSURE THAT THIS SYSTEM INTAKES MORE AIR THAN IS BEING EXHAUSTED AT ANY GIVEN TIME. THIS PROCESS WILL RESULT IN A POSITIVE PRESSURE BEING MAINTAINED CONVERSELY, IF NEGATIVE PRESSURE EXISTS WITHIN THE STRUCTURE, IT WILL BE DIFFICULT TO OPEN DOORS AND MOISTURE WILL BE DRAWN INTO THE STRUCTURE. 4. ALL INTERIM WALLS & PARTITIONS (IF APPLICABLE) TO BE FREE STANDING & INDEPENDENT OF SPRUNG STRUCTURE. DESIGN LOADS STRUCTURE LOCATIOKLA OUINTA, CA BUILDING CODE: 2001 CBG WIND SPEED: 70 mph EXPOSURE C GROUND SNOW LOAD: NA (SEE SNOW SHED REPORT) Steven B. Brown & AmociBtes Consulting Engineers 4885 Rrvmbmd Raul Suia B R.N., L.A.& 80301 �e`�°PENFBSP°'Yq` 1 Apses �Z �Er C x cTVIL I SIGNATURE SERIES I ti Awiry i selega0 A .vrW N No INV Adn d dim, f ma a Mw m"Yh d w .w I. aM • d tlw 4Wo. IpaNkd 4dv old s�y�.q sdr4f amalN h a wd v �.a� rc�W q O�FUMG M1AV1 SINJCl1A(5 et »ay d PS'%tL rc61M^ cl%xlURS Nie aid mull nUrlr m N44 n '.PaMeO M dR! a M port e[pr m � PSVTwC 4i51N11 P%.C�WES NG an"nC'/4 anMnr bu...q n Mda v w purl as � uw d J le rndruci IM zW�l mNlw 41sWa4 sa .anal pw .HNA o.m�.4. d o�RtNc pmxrt ulvas vc. a adaen.a ANDALUSIA AT CORAL MOUNTAIN 30.0 p x 90.0' CART STORAGE I D. BENNEII 1 09/24/2005 1 DRAWING j AS NOTED DUST.APPY P05193.0 58TH I. GRADING SMALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING 1B (D DDARCEL PARCEL NUMBERS - APNs 18 PROJECT SITE INCLINES PORTIONS OF 1 8 THE FOLLOWING PAROLS. .PARCEL j 3 7 PARCEL 1 - ANN: 754 200 003 PARCEL 29- APN: 764 210 002 @ 003 / 5 PARCEL 3B - APN: 764 200 004. 005 Q 008 \ 2 764-210 PARCEL 5 - APN: 764 210 004 3 764 200 007 a 1 P�AR�CEL i O PARCEL W PROJECT 28\\ �`J SITE / M®AA7E5' TOA" OF CMUMN 3 Q SITE ADDRESS © 59-100 MONROE VICINITY MAP BOTH AVE CROSS SLOPE OF LANDING AREA 0 DOES NOT EUED 29 N ANY DIRECTION NIS CAF THOMAS BROS. REFERENCE PAGE 5590 ROCAM5 NCW PW ♦ NIV OWNER/DEVELOPER: WV TD DESERT DEVELOPMENT LLC 79-285 RANCHO U QUINTA DRIVE �[P� LA QUINTA. CA 92253 0 (760) 777-7747 (wOOIED BLtIARS A't MGWA/ET CURB FACE N15T OV DIE IF1Ei. BENCHMARK: S11RFA(E HOP a nE R.IIPS AT TIE 7IO500 FEET HAS BEEN SUBTRACTED - FROM THE EXISTING AND PROPOSED ELEVATIONS FOR EASE OF DETAIL "A" CALCULATIONS NTS BASIS OF BEARINGS: BASIS OF BEARING IS THE SOUTH LINE OF THE SV I7W OF SEC 27 AS N 69. 47' 47'E ESTIMATE OF QUANTITIES THE ESTIMATE OF QUANTITIES SHOWN IN THESE PLANS IS FOR OBTAINING A PERMIT ONLYI THE CONTRACTOR IS RESPONSIBLE FOR HTS OWN QUANTITIES FOR BIDDING PURPOSESI LEGEND I. GRADING SMALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING TO RNDIGTU IRENCH DRAW (MM (MOUNTS) AD AVIC41U AREA DRAM 0AAM4OED ARIAS) A AmAANS DRAIN MET OWDSfMED AWAS) INV N007ES A4'D7T OF HPE 7W NEICHIES 70P OF IML BW D(DFGATES BOTW OF MSU. TF POC47U 70P OF FENCE BF WOArAln BOTTTW OF fEACF 70C M®AA7E5' TOA" OF CMUMN 7C AvrAms TOP OF CURB Dr IVArA ES DOS WG R MVIATES FLOW LAE w ROCAM5 NCW PW GSI LVOUIES GRADE BREAK WV M®IG1ES WEPT OF HPE QEY WN fS MUMS Fr mI SD,Pf" 0 MOUNTS G7R7f BM Cf, MGWA/ET CURB FACE ,IDXA7ES REFAMC WALL / ATG( WALL 5. AFTER CLEARING, EXISTING GROUND SHALL BE SGIBFIED TO A MINIMUM OF 6' AMMS DWT ROPE - MAWIGITES AC ANYFMDVI 5, THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS DEPARTMENT 48 HOURS MACAIES CONCRETE ------- AMAZES ROIMNE c::3 oarm5 Q mmv axwo I/2 RADMS 0 SLUE VHITE REFLECTORIZED SIGN - CONSTRUCTED IT PORCELAIN STEEL WITH BEADED TEXT RESERVED EQUAL FOR HANDICAPPED NOTE, SICK TO BE CENTERED AT AREA US SIGN TO BE THE INTERIM END OF A MIN OF 70 SQ IN PARKING SPACE 4 TYPICAL HANDICAP SIGNAGE r .TSTA' HOST /I' SRZL SL7R 40 / N c fIlL£DER ID VIM I' OMVFnP Apm r PAVED i i OBD r Imv FDi09� STIEGLtt !I' DLA 4" CONCRETE FILLED BOLLARD r5 WiTH INTEGRAL SIGN POST NTS CITY OF LA QUINTA, CALIFORNIA PRECISE GRADING PLANS N� \ GRAPHIC SCALE UTILITY PURVEYORS: U7LI7ES cryo 750-JYB-2651 DETAIL "B" LIECIRC- OD "DO -W-7736 NTS HAYS, VERIZON 1-807-463-5007 CAS.- DOE GAS COMPANY 1-800-427-2200 GAAE TIME WARNER 760-340-1312 CONSTRUCTION NOTES & QUANTITIES: TOPOGRAPHY 1❑ WALKWAY OWES PER ADA STANDARDS (3 RUNNING FEET). _- 15 SO. FT. BY 940MODO CNSULKANI 2❑ CONSTRUCT RAMP PER DETAIL 'A' I EA 7IE QPKYY4f. GOACIMN 3] HANDICAP STRIPING PER ADA STANDARD 2 EA OF PC SITE JS FLIT. ® 70 SQ.IH REFLECTIVE 'HANDICAP PARKING' SI_._2 EA UNDERGROUND SERVICEALERT © 4- CONCRETE FILLED BOLLARD WITH INTEGRAL SIGN 2 EA CALL TOLL FREE © CONSTRUCT CURB DEPRESSION PER DETAIL 'B' ___. ___ 1 EA 227- 227- 2600 SCALE: 1" = 20' TENTATIVE TRACT 31681,PHASE I IN SECTION 27, T6S, R7E, SBM ANDALUSIA AT CORAL MOUNTAIN MORTAR BED tP•XI X2• N tr 3'-8' TYPICAL INSTALLATIWN OF TACTILE STOVE -VITH 6' OUTSIDE CURB ,-,WALKWAY DOMES -VITH }' MORTAR BED AND JOINTS lJ NTS HART NG )NG AND SAFETY DIRECTOR GRADING NOTES: R EVANS W. TYPICAL INSTALLATION 12'%12'X2' TACTILE STOW INTERLOCK (760) 434-5566 I. GRADING SMALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING GENERAL NOTES: -NOTE MODULAR UNITS TO BE REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION, D NECESSARY PERMITS D TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE RECESSED. PAD ELEVATION SOLS REPORT NO.: 09305 -OI 1. ALL WORK SHALL DONE IN ACCORDANCE NTH THE STANDARD PLANS THE DETERMINED BY MANUFACTURER DATED: APRIL 7, 2005 QTY OF U OUNTA AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS SPECIFICATIONS. PREPARED BY: EARTH SYSTEMS CONSTRUCTION, LATEST EDITION, D THE CITY OF U U QUINTA STANDARD PNS, TELEPHONE NO.: (760) 345-1588 DATE AUGUST 21. 20DI, OR LATEST EDITION. 2. THE SODS ENGINEER AND THE ENGINEERING GEOLOGIST SHALL EXERCISE 2. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO TYPICAL INSTALLATION 12'%12'X2' TACTILE STOW INTERLOCK (760) 434-5566 [a) . PARKING STRIPING DETAIL NTS SOILS ENGINEER'S CERTIFICATE WE HAVE RFVIEVVED THIS GRADING PLAN AND FIND IT IN SUBSTANTIAL CONFORMANCE WITH THE RECOMMENDATIONS OF OUR SOILS REPORT 09305-01 DATED 8-02-2003 SHELT13 N L. STRINGER GE 2266 EXP. 6-30-06 I EARTH SYSTEMS SOUTHWEST 79-BIIB COUNTRY CLUB DRIVE BERMUDA DUNES, CA 92201 (760) 345-15N Gw)tt: APPROVED BY: THE CITY OF U SEAL - ENGINEER . )) UNDERGROUND THOM 9 PRIVATE ENGINEERING NOTE SEAL -CITY QUINTA �(M (SR1ID SQUARE 01 Nam( C.TNN R mtlwi TIS T1Na Au up(mwOtAO ORrt6 CIM SLARTlSLS taPartm mmv: IN THE QTY OF LA QUINTA, CALIFORNIA SHEET NO: NOT c� UNTILA ne wm E rR TE nn 1NHE so.x a E LOCATION ��tPD. gro Day. PRECISE GRADING ( ,� lea Im N)v4eaa ARt NprwNL GRH ,taw At'PRdIESE NSOR I 0 0 0 AND MO T. ttE � AOrmrRp Hast: NAAra m MOFfFDSO amM + , Tql n ^u i9 �+i GB C# G;7 Ca] U R1 f fa U GSI (VI �`W"°GST IMIGWTH PLANS FOR TEMPORARY arA Fip)fflAD • tAto xN4ap ALM NAOCION ST. GOLF FACILITIES a.c naroAS9AIE uatam NCI ro IDLD lapFOfalm® •., i zo 1WLT SOITIGv Asaasp MLR AMr INYaG6 RSAIwO TROtI EnSTdLL o< tRpDORpPD Vt R OR STwIGN1W5 NOT ROVRtm ro iK U OFM19mED. )9� 0 CgRORAIE camE SLATE t0)"OT�m s O" La �WR� D""Om 'ta ` U OWfA G Y17S1 x0 MILES Esr NmG ANDALUSIA AT CORAL MOUNTAINOOMIWKTOR a ma I m ra Ota PREOW(p N0. 26662 P>t (7/J) T)1 -62T) FAC (TE0) TRt-621B AY50IS Ml. FES(tAwuERteome°� ro P THE uteAES OR stmattwrs stNONn sem• »(-N ++ TENTATIVE TRACT 31661,PHASE I raP mOYso a Af>®PH[ 0uituG Alp NN ODEA ourks OR mmNCNSS NSD AT DE S11C TIMOTHY R. X)NASSON, P.E DA 6 YA06O1 ST. AIDrt SIO ff Of (ONIIgC10R5 m m NOISYMARK BY DATE APPR DATE PUBLIC WORKS DIRECTOR/ QTY ENGINEEiL ',� CIVD_ rRLVARED er: u0ro w. wAT9Xl Rce. tD. ]6b6R IN SECTION 27, T65, R7E, SBM 1 SITS. PI�aN51m1CfIwE C011Ct1iMmENGINEER REVISIONS R.C.E. NO. 45543 EXP.DATE 12-31-06 �� FM- DATE:AS SHOWN SUFFICIENT SUPERVISORY CONTROL DURING GRADING TO INSURE APPLY TO THE CITY OF LA OUWTA PUBLIC WORKS DEPARTMENT FOR THE COMPLIANCE WITH THE PIANS. SPECIFICATONS, AND CODE WITHIN THEIR NECESSARY PERMITS D TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE PURVIEW. VAIN ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR 3. THE DESIGN CML ENGINEER SFW1 EXERCISE SUFFICIENT CONTROL DURING PERMITS MAY BE REQUIRED. GRADING AND CONSTRUCTION TO ENSURE COHMKINICE WITH INE PIANS. SPECIFICATIONS, D CODE WITHIN HIS PURVIEW. 1 IT SHALL BE THE RESPONSIBILITY ON THE DEVELOPER OR CONTRACTOR ToAPPLY TO THE CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN 4. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF ENCROACHMENT PERMIT FOR ALL WORK PERFORMED W1THM THE STATE RIGHT OF PERMANENT DRAINAGE STRUCTURES. TEMPORARY DRAINAGE CONTROL WAY. SHALL BE PROVIDED TO PREVENT PONDING WATER AND OAM U TO ADJACENT PROPERTY. 4. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF U QUINTA OR OTHER GOVERNING AGENCIES 5. AFTER CLEARING, EXISTING GROUND SHALL BE SGIBFIED TO A MINIMUM OF 6' ON THE ENTIRE SITE OR AS RECOMMENDED BY THE SOILS REPORT. 5, THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS DEPARTMENT 48 HOURS PRIOR TO ANY GRADING. BRUSHING OR CLEARING D EACH PHASE OF / / I 6. THE MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. CONSTRUCTION AT (760) 777-7075 D 48 HOURS PRIOR TO REQUIRING / INSPECTIONS I / 7. PADS SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE DENSITY PER A.S.T.M. SPECIFICATIONS AND THE ABOVE MENTIONED SOILS REPORT. 6. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN / APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT 8. MINIMUM BUILDING PAD DRAINAGE SHALL BE 2%. DRAINAGE SWVl BE A MINIMUM OF 0.3' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORT(. HE AGREES TO BE FULLY RE'SPONSIBI..E FOR ANY AND ALL DAMAGES WHICH MIGHT BE OF CUT OR FILL SLOPES. THE MINIMUM SLOPE OF SWALES SHALL BE 0.50%. BY HIS FAILURE TO EXACTLY LOCATE D PRESERVE ANY AND ALL OCCASIONED 11 9. ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT OF MAXIMUM DENSITY AS DETERMINED BY THE UNIFORM BUILDING CODE THE 7 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL REPLACEMENT OR ALL BE RES \ SECTION 7010 OR EQUIVALENT AS APPROVED BY THE CITY ENGINEER. FIELD RELOCATION OF ALL WIRING AND GUIDE SIGNS. IY SHALL BE DETERMINED IN ACCORDANCE WITH THE UNIFORM BUILDCODE SECTION 7002, OR EQUIVALENT, AS DETERMINED F)Y THE CITY B. STREET NAME SIGNS AND TRAFFIC CONTROL SIGNS TYPE AND LOCATION SHALL BE % ENGINEER. ENGINEER. TRAFFIC LEGENDS AND APPROVED BY THE CITY MAS, TYPE DGLOOCATION SHALL BE APPROVED BY THE CITY PAVEMENT '��\✓ I 10. ALL STREET SECTIONS ARE TENTATIVE. THE MINIMUM SECTION IS 3' A.C. OVER ENGINEER. S 4.5' CRUSHED AB.. ADDITIONAL SOIL TEST(S) SHALL BE REQUIRED AFTER ROUGH GRADING TO DETERMINE EXACT SECTION REQUIREMENTS, THE CITY 9. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH ENGINEER SMALL APPROVE THE FINAL STREET SECTION. MARKS NOTED ON THE PUNS OR FOUND DURING CONSTRUCTION. REMOVAL D .t= REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL ENGINEER WITH AN R.C.E. 1 I NUMBER BELOW 33,966, OR A LICENSED LAND SURVEYOR, ONLY. I 11. THE CITY ENGINEER WILL RENEW FOR APPROVAL THE FINAL STREET 10. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF I SECTIONS AFTER SUBMITTAL OF V VALUE TESTS FOR ROADWAY SUBBASE. MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TME CART RAGE 1 I 12 LOCATIONS OF FIELD DENSITY TESTS SWN.L BE DETERMINED BY THE SOL PERIODS AS FOLLOWS: I ENGINEEROR APPROVED TEST AGENCY AND SHALL BE SUFFICIENT IN BOTH OCTOBER 1ST TO APRIL MONDAY -FRIDAY 7:00 AN TO 5:30 PM 1 I HORIZONTAL AND VERTICAL PLACEMEN TO PROVIDE NE TO SATURDAY 8,00 AM ro 5:00 PM TESTING OF ALL FILL PLACED. TESTING IN AREAS OF A COfICAL NATURE OF A CRITICAL 43.91 I I I SPECIAL EMPHASIS SHALL BE M ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS. MAY IST TO SEPTEMBER 30TH: MONDAY - FRIDAY 6:00 AM TO 7:00 PM SATURDAY 8:00 AY TO S:oD PM 43.41 I I 13. THE FRAIL COMPACTION REPORT D APPROVAL FROM THE SOILS ENGINEER WOIM SHALL BE PROHIBITED ANY TIME ON SUNDAYS ON ON FEDERAL HOLIDAYS. 1 WALL CONTAIN THE TYPE OF FIELD TESTING PERFORATED. EACH LEST SMALL BE IDENTIFIED WITH THE METHOD OF OBTAINING THE IN-PLACE DENSITY, 11. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD D DEBRIS I WHETHER SAND CONE OR DRIVE RING AND SHALL BE SO NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY DETERMINATION SHALL BE PERFORMED DEPOSITED ON THEM AS A RESULT OF THE GRADING OPERATION. (YENNING IS TO I TO VERIFY THE ACCURACY OF THE MA704UM DENSITY CURVES USED BY THE BE DONE TO THE SATISFACTION OF THE CITY ENGINEER. i FIELD TECHROM. 12- ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED D LIGHTED IN 14. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL E# IN PLACE D CONFORMANCE WITH THE STATE MANUAL OF WARNING SIGNS. LIGHTS AND DEVICES FORUSE IN THE PERFORMANCE OF WORK UPON HIGHWAYS, IN ORDER TO ELIMINATE 1 I INSPECTED PRIOR TO PAVING, INCLUDING BUIL NOT LIMITED TO THE ANY HAZARDS / FOLLOWING: SEWER. WATER, ELECTRIC, GAS AND DRAINAGE. 1 / _ 15. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOIL ENGINEER 13. CONSTRUCTION PROJECTS DISTURBING MORE THAN ONE ACRE MUST OBTAIN A SHALLINCLUDE APPROVAL STATEMENT THAT THE BACKFILL IS SUITABLE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. R OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (NG) VAIN THE WATER RESOURCES _ -,-. •- _ < I 16, BLOC( WALLS ARE NOT PART OF THE GRADING PERMIT. SUBMIT FOR CONTROL BOARD (SWRCB), PREPARE A STORM WATER POLLUTION PREVENTION RAN (SWPPP) AND MONITORING PLAN FOR THE SITE. THE SEPARATE BUILDING PE7WMIT(S). NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM IS A NATIONAL PROGRAM TO CONTROL NON -PONT SOURCE POLLUTANTS CARRIED BY STORM WATER THE 17. THE CONTRACTOR IS RECON S[BLE TO PREVENT SILT CONTAMINATION OF PROGRAM IS IMPLEMENTED AND 04FORCED BY THE STATE WATER RESOURCES STORMWATER INFILTRATION FACILITIES DURING CONSTRUCTION OF CONTROL BOARD. SUBSEQUENT IMPROVEMENT BY THE CONTRACTOR. IMMEDIATELY PRIOR ro L FOAL ACCEPTANCE STORM DRAINAGE ON/INFETR 14. THE CITY RETAINS THE PoONT TO REQUIRE PLAN REVISIONS, AS NECESSARY. FACILITIES. TR CONTRACTOR SW1ll IN THE UCC, I ENC PRESENCE OF THE SUBSEQUENT TO PLAN APPROVAL BUT PRIOR TO COMPLETION OF THE TO CITY INSPECTOR. A PERFORMANCE PERFORMANCE ST DESIGNED CLEARLY L DEOF IMPROVEMENTS SHOWN ON THESE PLANS. IF ANY NEW STREET IMPROVEMENTS HAVE DEMWISTRATE THE FUNNCTIOHAL ADEQUACY OF 7H£ FACILITIES. QUA THE F BEEN INSTALLED BY THE CITY OR A THIRD PARTY WINK THE DUYED:ATE VICINITY OF THE WPROVEME4TS PROPOSED BY THESE PLANS THAT IMPACT THE DESIGN M THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL INTEGRITY OF THE IMPROVEMENT PROPOSED IN THESE PLANS AS ORIGINALLY MEASURES AS REQUIRED BY THE FINITIVE DUST CONTROL PUN APPROVED APPROVED. ALL COSTS. INCLUDING BUT NOT L04TED TO DESIGN AND IMPROVEMENT FOR THIS PROJECT. COSTS, INCURRED AS A RESULT OF ANY DESIGN REVISIONS SHALL BE BORNE BY THE IMPROVEMENT SPONSORS 5 4 15. THESE PLANS ARE VALID FOR A PERIOD NOT TO EXCEED EIGHTEEN (18) MONTHS FROM DATE OF APPROVAL THE IMPROVEMENT SPONSOR SHALL BEM ALL COSTS ASSOCIATED WITH UPDATING THE PLANS, INCLUDING BUT NOT LIMITED TO DESIGN 6' CUR D IMPROVEMENT COSTS, TO AFFECT COMPLIANCE WITH ANY NEW CITY 11 STANDARDS, ORDINANCES. OR LAWS AND REGULATIONS ENACTED OR ADOPTED BY THE CITYOt OTHER JURISDICTIONS NTH AUTHORITY SUBSEQUENT TO THE PLAN APPROVAL DATE [a) . PARKING STRIPING DETAIL NTS SOILS ENGINEER'S CERTIFICATE WE HAVE RFVIEVVED THIS GRADING PLAN AND FIND IT IN SUBSTANTIAL CONFORMANCE WITH THE RECOMMENDATIONS OF OUR SOILS REPORT 09305-01 DATED 8-02-2003 SHELT13 N L. STRINGER GE 2266 EXP. 6-30-06 I EARTH SYSTEMS SOUTHWEST 79-BIIB COUNTRY CLUB DRIVE BERMUDA DUNES, CA 92201 (760) 345-15N Gw)tt: APPROVED BY: THE CITY OF U SEAL - ENGINEER . )) UNDERGROUND THOM 9 PRIVATE ENGINEERING NOTE SEAL -CITY QUINTA �(M (SR1ID SQUARE 01 Nam( C.TNN R mtlwi TIS T1Na Au up(mwOtAO ORrt6 CIM SLARTlSLS taPartm mmv: IN THE QTY OF LA QUINTA, CALIFORNIA SHEET NO: NOT c� UNTILA ne wm E rR TE nn 1NHE so.x a E LOCATION ��tPD. gro Day. PRECISE GRADING ( ,� lea Im N)v4eaa ARt NprwNL GRH ,taw At'PRdIESE NSOR I 0 0 0 AND MO T. ttE � AOrmrRp Hast: NAAra m MOFfFDSO amM + , Tql n ^u i9 �+i GB C# G;7 Ca] U R1 f fa U GSI (VI �`W"°GST IMIGWTH PLANS FOR TEMPORARY arA Fip)fflAD • tAto xN4ap ALM NAOCION ST. GOLF FACILITIES a.c naroAS9AIE uatam NCI ro IDLD lapFOfalm® •., i zo 1WLT SOITIGv Asaasp MLR AMr INYaG6 RSAIwO TROtI EnSTdLL o< tRpDORpPD Vt R OR STwIGN1W5 NOT ROVRtm ro iK U OFM19mED. )9� 0 CgRORAIE camE SLATE t0)"OT�m s O" La �WR� D""Om 'ta ` U OWfA G Y17S1 x0 MILES Esr NmG ANDALUSIA AT CORAL MOUNTAINOOMIWKTOR a ma I m ra Ota PREOW(p N0. 26662 P>t (7/J) T)1 -62T) FAC (TE0) TRt-621B AY50IS Ml. FES(tAwuERteome°� ro P THE uteAES OR stmattwrs stNONn sem• »(-N ++ TENTATIVE TRACT 31661,PHASE I raP mOYso a Af>®PH[ 0uituG Alp NN ODEA ourks OR mmNCNSS NSD AT DE S11C TIMOTHY R. X)NASSON, P.E DA 6 YA06O1 ST. AIDrt SIO ff Of (ONIIgC10R5 m m NOISYMARK BY DATE APPR DATE PUBLIC WORKS DIRECTOR/ QTY ENGINEEiL ',� CIVD_ rRLVARED er: u0ro w. wAT9Xl Rce. tD. ]6b6R IN SECTION 27, T65, R7E, SBM 1 SITS. PI�aN51m1CfIwE C011Ct1iMmENGINEER REVISIONS R.C.E. NO. 45543 EXP.DATE 12-31-06 �� FM- DATE:AS SHOWN