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MUP 2006-777FWANCE 0 City of La Quinta Community Development Department 78-495 Calle Tampico La Quinta, Ca ' 92253 (76 s -71, (760) 777-1233 aR 2B TO M OFFICE USE ONLY Case No. M W 0 & i Date Recvd. 3 Z "0� Fee: � �"�. c� Related Apps.: Logged in by: 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 (Print) pp V �% MAILING ADDRESS '-/,2 0 &,ALC_ &CL ' fell, el/ Phone No. )� 7 %—�3D % CITY, STATE, ZIP: ,/A (� to. -I tk- 9 5 3 Fax No. (76,J 7 -2 7 - 4 36 PROPERTY OWNER (If different): Sli, /Tu a (Print) MAILING ADDRESS: CITY, STATE, ZIP: PROJECT LOCATION: Phone No. Fax No. 0 Vd--�u (k'ze- e s' PROPOSED USE AND/OR CONSTRUCTION (Including operational information): LEGAL DESCRIPTION (LOT & TRACT OR A.P.N.): A18\Minor Use Permit C� 4_r f4 --V SUBMISSION REQUIREMENT& ❑ Plot Plan, floor plans and elevation plans (as determined by Community Development Department staff). Five (5) sets of plans on 8'/Z" x 11" sheet or folded down to 8%z" x 11". ❑ Filing 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 (Please Print) SIGNATURE OF APPLICANT- DATE Z �w NAME OF PROPERTY OWNER 1 MgCga (Please Print) SIGNATURE OF PROPERTY OWNER(S) IF NOT SAME AS APPLICANT: DATE (Signature provides consent for applicant to use site for proposed activity). DATE (Separate written authority by owner to submit application may be provided) NOTE: FALSE OR MISLEADING INFORMATION GIVEN IN THIS APPLICATION SHALL BE GROUNDS FOR DENYING APPLICATION. PQ zqJ MAR 6 OITY 0r COMMUNITY DV`LOPMCN' ---OF'aQ WNT A I Minor Use Permit w , GFZIFFL�' R11NCH LLC i/ ,. ,.,, ;,, ,;, '" califis Bank & Trust �;.• ��,,, ,`�°' LIE tt 50-3210 1222 , DATE CHECK NO. AMOUNT April 27, 2006 414 $******1,000.00 *One Pay: thousand dollars and no cents PAt of La Quinta .. Y, To THE R.O: Box 1504 Z "O•' 1 ORDER La Quinta, CA 92247-1504 E BACK OF THIS DOCUMENT CONTAINS AN ARTIFICIAL WATERMARK _HOLD AT AN ANGLE TO VIEW W 64*�R64- .9-_7944 ' 0 MODEL HOME DEPOSIT r Name of Proiect:� Purpose of Deposit: r C f 4e4. D' Expiration Date: 11 -Z C' `'' Amount of Deposit: $ l r Jon, Finance Department: Charge to account: 101-000-261-000 Finance (White) Applicant (Yellow) Case No: Project No:� r 2 $ 7 9 Log (Pink) File (Goldenrod) o� ,>o 0 MODEL HOME DEPOSIT r Name of Proiect:� Purpose of Deposit: r C f 4e4. D' Expiration Date: 11 -Z C' `'' Amount of Deposit: $ l r Jon, Finance Department: Charge to account: 101-000-261-000 Finance (White) Applicant (Yellow) Case No: Project No:� r 2 $ 7 9 Log (Pink) File (Goldenrod) CitV of c a Quinta MATTEUCCI, DEREK DATE INVOICE 04/10/13 MUP2006-777 WHECK NO. 99342 7035 04/23/2013 ACCOUNT DESCRIPTION AMOUNT 101-0000-228-10.00 06-032 DEV DEP 500.00 500.00 DOCUMENT HAS A COLOREDBACKGROUND. ON k WELLS FARGO BANKIa,'S- 99342 1.2411210 (8) K2�ti, h CHECK N O. 78-495 CALLE TAMPICO DATE AMOUNT 4 LA QUINTA, CA 92247. 04/23/201 $******500.00 Of t (760) 777-7150 - PAY THE DEREK MATTEUCCI IRDER IF /� 6tV of cPa Qainta A COLOREDBACKGROUND.ON WHECK NO IOTA GRIFFIN LLC - JIM STOCKHAUSEN 7036 DATE INVOICE ACCOUNT DESCRIPTION 04/10/13 MUP2006-777 101-0000-228-10.00 06-032 DEV DEP 99334 04/23/2013 AMOUNT 500.00 500.00 r_ p� �8-495 CALLE TAMPICO LA QUINTA, CA 92247 F^�o> rt+E (760) 777-7150 .,_,.. PAY • • • • IOTA GRIFFIN LLC - JIM STOCKHAUSEN C/0 SABAL FINANCIAL GRP LP • • T-i&f 4 4 QuWai MEMORANDUM TO: Diane Martin, Finance Department FROM: Les Johnson, Community Development Departme DATE: April 2, 2013 SUBJECT: MINOR USE PERMIT 2006-777: GRIFFIN RANCH MODEL HOME COMPEX MODEL HOME DEPOSIT REFUND On April 24, 2006, the Community Development Department issued Minor Use Permit 2006-777 for a model home complex for the Griffin Ranch residential community. The Permit included multiple model homes, a sales center, and a parking lot (Attachment 1). Condition of Approval #1 of the Permit required that a deposit in the amount of $1,000.00 be posted with the City prior to the use of the complex in order to ensure the removal of the improvements once the complex closes. On May 8, 2006, the Community Development Department received a Model Home Deposit from Griffin Ranch, LLC in the amount of $1,000.00 (Attachment 2). Due to the housing and economic instabilities between 2008 and 2012, Griffin Ranch, LLC abandoned the project and is no longer the developer/property owner of the project. In February of 2013, the new owner of the sales center, Mr. Derek Matteucci, requested the $1,000.00 deposit be refunded to him as he had bought the sales center and converted it back to a single-family home. Typically, the deposit would be refunded to the entity that posted the deposit. In this case, Griffin Ranch, LLC no longer exists. In March of 2013, staff field -verified that the model homes have all been converted to privately - owned single-family homes, the sales center. has been converted to a privately -owned single- family home, and the adjacent parking lot has been removed. Thus, the Community Development Director has determined that 50% of the Model Home Deposit shall be refunded to Mr. Matteucci, and the other 50% of the deposit be refunded to the new owner of the lots where the parking lot used to be located. The refund is to be distributed as follows: li�efund Amountl ns Mr. Derek Matteucci improvements Ma, e, $500.00 81-066 Monarchos Circle Converted Sales Center back to Single -Family Home La Quinta, CA 92253 Attn: Jim Stockhausen IOTA Griffin LLC $500.00 c/o Sabal Financial Group, L.P. Converted parking lot back to developable residential lots 4675 MacArthur Ct. Suite 1550 Newport Beach, CA 92660 0 4 AMOUNT $******1,000.00 a MODEL HOME DEPOSIT Date: 0- ,�,r� Case No. ! " r V P . 06. ' . 117 Name of Project: T a r. n '- 14-0m il�Mod Purpose of Deposit:.__ ,—i Su! € r 2.h o ve -1 Expiration Date: 5)9177-00-7 D d Amountof Deposit $ /.000, v MAY 0 8 2OQ6 F- inanee D�aaa f. Chiipge to aQCOUn* :_ 101-000-261-000' Project No !:. Finance (White). Applicant (Yellowl Log (Pink) He (Goldenrod) Q Im P.O. Box 1504 LA QUINTA, CALIFORNIA 92247-1504 78-495, CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 April 24, 2006 Ms. Marty Butler . Griffin Ranch, LLC 47-120 Dune Palms Road La Ouinta, CA 92253 SUPJECT: MINOR USE PERMIT 2006-777 GRIFFIN RANCH MODEL HOME COMPLEX Dear Ms. Butler: (760) 777-7000 FAX (760) 777-7101 The Community Development Department has reviewed and approved your request for a model home complex. for Tract 32879, located at 81-066 Monarchos Circle, on the southeast corner Madison Street and Avenue 54, subject to the exhibits on file and the following -Conditions - Prior to use of the model home complex, a cash. deposit in the amount of $1,000.00 shall be posted with the Community Development Department to insure the removal of -the improvements once the permit has expired or the use terminated as required by the City Council Ordinance #361. The deposit will be refunded when all model home improvements have been removed. 2. If a building permit is required, contact the Building and Safety Department at (760) 777-7012 for permit requirements. 3. Provide restroom facilities in. the office to accommodate personnel. 4. Mounted on the exterior of the sales office shall be a written notice providing emergency personnel your 24-hour emergency phone number they can call in case problems arise that need your prompt attention (i.e., minimum 1" high IPttPr.0 5. Install one 2A10BC fire extinguisher inside the sales office. 6. The model home complex shall be permitted to remain open for one year from the time it opens, unless a time extension is applied for and granted by this Department. The Community Development Director may .extend the permit for a set time period if needed. No fee is charged to extend this permit. 7. The applicaht/property owner agrees to defend, indemnify, and hold harmless the City of La Quinta (the "City"), it's agents, officers and employees from any claim, or litigation arising out of the City's approval of this project. This indemnification shall include any award toward attorney's fees. The City of La Quinta shall have the right to select its defense counsel in its sole discretion. The City may elect to add Conditions to' this application request to mitigate any problems that arise not previously addressed herein. i This decision may be appealed to the Planning Commission by anyone provided they submit the necessary paperwork and filing fee of $175.00 to this office within 15 days of approval of this permit. Should you have/any questions please contact me at (760) 777-7125. S JAY MU Assistant Planner C: Building & Safety Department Public Works Department Yvonne Franco From: Wally Nesbit Sent: Tuesday, March 29, 2011 12:14 PM To: 'Afraser66@yahoo.com' Cc: Kay Hensel; Yvonne Franco Subject: lot 243 - Griffin Ranch Attachments: 0960_001.pdf; 0961_001.pdf Andy - attached are the approved landscaping plans for the original Campania unit. I've also included the applicable condition modifications that applied to the landscaping approval, which. should be incorporated with the landscape plan. This will give you an idea of the landscaping that would, have been originally installed for your unit. As. far as the model complex conversion bond, this was filed by Transwest in 2007 and would revert to them, or their successor in interest, once the entire complex (i.e. all models, parking, trap fencing, etc.) has been converted to residential occupancy standards. At this time, the City has no record as to which models, if any, have been converted,, or what improvements still remain beyond the existing parking. Please don't hesitate to contact me if you need further. information. Thanks, Wallace H. Nesbit, Principal Planner Planning Department City of La Quinta 78195 Calle Tampico La Quinta CA 92253 Direct: 760-777-7069 Fax: 760-777-1233 email: wnesbit@la-umnta.ora R% 611 &.ea" 1 gra` eoc ' • ' emeieifnx' .. �00vra�aa1Dn o�x�iam�rO° m no�mie I{L 1{/•llot /1M0T0�1mR�OL' OOfiQN9� •IIMNlm•J 60' 1MerM v WIIOIM1vY'l CI W! '� ,, OO�1g4RO®!TDl S-COImtl1 OR EiK /IR�7.m CfWWf//E MW11mGT. 'IISYMBOLS J l a•Y°• •4b ♦'. A I.9°Ym wpb \TION NOTES LAN1EiR AND WW AREAS TO BE ON 100% AUTOMATED IRR16A'nON SYSTEM. UXED VQTH WEATHER BASED IRRISATION CONTPZ LOER. PRAY WADS TO BE A MIN. IC" MOM BACK OP CURBS. PLANT MATERIAL LEGEND wr.�+.alelu aovla wwi°iwl '�'w° •°a KA 1��� �•YI 1� AttachmL._ it 1 wTaalw �an.wr IIY'06R •� x arr.r.r. •°a a•araR�irei tie�ws -' Hrraa�a war ����yy•��� �dti� �yy�. IIQaa� 'mum bow c wrtir+ °� alarq Ois�ggn 1tPo�q w�lwe�a� •p r.�aW..rewreaa 1••�iw1' �+vaa n. enea p,11. ' •R. ICMEI.D CV w:oa�e wr.�+.alelu aovla wwi°iwl '�'w° •°a KA 1��� �•YI 1� AttachmL._ it 1 wTaalw �f` IIY'06R wr.�+.alelu aovla wwi°iwl '�'w° •°a KA 1��� �•YI 1� AttachmL._ it 1 �..rawei m' N•!, @Inm at 'i0 Ea. s1. •F ��� r.�r. a•m•se •� ac. ria•+••r.se s°a �r gr�ar � : r�rsxir'ti� •p °°� w': r..ar.we. wr •p Iala.r.�a "IYerluolrar Agoroved bv:' tjyPtanning Commission! "z`'Ob °6-0Z f O Cit Council — G RIFFIN RANCH LA QUINTA, CALIFORNIA Y O Community Dev. Dept. -- Initials Case,No. . SD— �?O6> -7 fo Exhibi! L�!e�SeAPinrP•UHj�� ❑ With Conditions SDP SOOG 0 a �sr...s u.,r �rwrr•+ •� x arr.r.r. •°a c wrtir+ °� alarq r 00aQp� uer •r a wYr. wrev q •p aft �irr�r 1•rl •p . fllaa' p,11. ' •R. ICMEI.D CV CP O " �•• •rare• •p R. �� ���ya•a�t ad amYY •°a Op �YO•W�r° u ar■ ��r •p o a�rer�.r ap r 1•y1r�,�ry�1w���.� �e°u� R SMI••' e F •W Y Rr wswl: p+r:+r+ �••snr ep. et 1hl WYm�fY•mm��etlu, °! ip n Two.+� ep. f•. ,FL w Owe wir �V m aa,=aa n•r a.roa. I� T 1dO°�i1Y�W M••IYra IWL rY R Flr•'`IIIOI err 1} �..rawei m' N•!, @Inm at 'i0 Ea. s1. •F ��� r.�r. a•m•se •� ac. ria•+••r.se s°a �r gr�ar � : r�rsxir'ti� •p °°� w': r..ar.we. wr •p Iala.r.�a "IYerluolrar Agoroved bv:' tjyPtanning Commission! "z`'Ob °6-0Z f O Cit Council — G RIFFIN RANCH LA QUINTA, CALIFORNIA Y O Community Dev. Dept. -- Initials Case,No. . SD— �?O6> -7 fo Exhibi! L�!e�SeAPinrP•UHj�� ❑ With Conditions SDP SOOG 0 ,AN 4 • 34% O. FT. - 66% CAMPANIA PLAN I CAMPANIA PLAN 2 LAWN 542 SQ. FT. - 25% LAWN 776 SQ. FT. .40% SHRUB PLANTING 1611 SQ. FT. - 75 % SHRUB PLANTING 1189 SQ. FT. - 60 % CAMPANIA SERIES FRONT YARD TYPICAL LANDSCAPE GRIFFIN RANCH LA QUINTA, CALIFORNIA CAMPANIA PLAN 3 LAWN 1078 SQ. FT. - 40% SHRUB PLANTING 1580 SQ. FT. - 60 % 1p 26 GRGPNIG 5GALE r. r•o• • MINUTE MOTION 2006 - CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2006-876 TRANS WEST HOUSING ADOPTED: NOVEMBER 14, 2006 pavement surface and tree canopies shall not hang below 80 inches. 6. Final landscaping plans shall be revised so that groundcover (such as Lantana and Verbena, accent shrubs are excluded) shall, be a minimum 5 gallon size. 7. Landscape areas shall have permanent irrigation .improvements meeting the .requirements of the CVWD. Use of lawn areas shall be minimized with no spray irrigation being placed within 18" of curbs along any streets. Sprinkler heads shall be placed 18" from curbs with turf between heads' and curbs. However, if an 18" gravel strip. is required adjacent to curb by CVWD the strip shall be meandering with some ground cover plant material in the widened gravel areas. *;e 8.. Front yard landscaping for each dwelling shall consist of, at minimum, two 36" box trees (i.e., a minimum 2.0 inch caliper measured three feet up from grade level after planting), ten 5 -gallon shrubs, and groundcover. Palms may count as a tree if the trunk is a minimum six feet tall. Double lodge poles (two-inch diameter) shall be used to brace and stake trees. All shrubs and trees shall be irrigated by bubbler or emitters. To encourage water conservation' -no more than 50% of the front yard landscaping shall be devoted to turf. 9. Wildflower seed mixes susceptible to weed control problems shall not be used in any hydro -seed operations on lots or other areas, as a dust control method. Any alternative seed mix to achieve erosion/dust control, with minimal weed growth, shall be approved by the ;Community Development Department. 10. Any ground -mounted mechanical equipment located in view from_ any street or common area shall be screened by dense landscaping, of a sufficient height to fully screen such equipment above its horizontal plane. 11. This Site Development Permit is valid for two years, unless an extension is applied for and granted by the Planning Commission pursuant to Section 9.200.080 of the Zoning Code. 12. A Community Development Department application for Final Landscape Plan Check shall be submitted for final landscaping plans and reviewed per. the Code and application requirements with final approval by the Community Development Director. 6' PAReports - PC\2006\11-14-06\Griffin Ranch Landscaping\sdp 2005-876 pc coa.doc • P.O. Box 1504 LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLS TAMPICO LA QUINTA, CALIFORNIA 92253 April 24, 2006 Ms. Marty Butler Griffin Ranch, LLC 47-120 Dune Palms Road La Quinta, CA 92253 SUBJECT: MINOR USE PERMIT 2006-777 GRIFFIN RANCH MODEL HOME COMPLEX Dear Ms. Butler: (760) 777-7000 FAX (760) 777-7101 4ee' 110tolk The Community Development Department has reviewed and approved your request for a model home complex for Tract 32879, located at 81-066 Monarchos Circle, on the southeast corner Madison Street and Avenue 54, subject to the exhibits on file and the following Conditions.- 1. onditions: 1. Prior to use of the model home complex, a cash deposit in the amount of $1,000.00 shall be posted with the Community Development Department to insure the removal of the improvements once the permit has expired or the use terminated as required by the City Council Ordinance #361. The deposit will be refunded when all model home improvements have been removed. 2. If a building permit is required, contact the Building and Safety Department at (760) 777-7012 for permit requirements. 3. Provide restroom facilities in the office to accommodate personnel. 4. Mounted on the exterior of the sales office shall be a written notice providing emergency personnel your 24-hour emergency phone number they can call in case problems arise that need your prompt attention (i.e., minimum 1" high letters). 5. Install one 2A10BC fire extinguisher inside the sales office. 6. The model home complex shall be permitted to remain open for one year from the time it opens, unless a time extension is applied for and granted by this Department. The Community Development Director may extend the permit for a set time period if needed. No fee is charged to extend this permit. 7. The applicant/property owner agrees to defend, indemnify, and hold harmless the City of La Quinta (the "City"), it's agents, officers and employees from any claim, or litigation arising out .of the City's approval of this project. This indemnification shall include any award toward attorney's fees. The City of La Quinta shall have the right to select its defense counsel in its sole discretion. The City may elect to add Conditions to' this application request to mitigate any problems that arise not previously addressed herein. This decision may be appealed to the Planning Commission by anyone provided they submit -the necessary paperwork and filing fee of $175.00 to this office within 15 days of approval of this permit. - JAY VVIJU Assistant Planner any questions please contact me at (760) 777-7125. C: Building & Safety Department Public Works Department .9.60.250 Model home complexes. http://www.gcode.us/codes/laquinta/view.php?topic=9-9_60-9_60_2` .• 0 La Quinta Municipal Code Up Previous Next Main Tule 9 ZONING* Chapter 9.60 SUPPLEMENTAL RESIDENTIAL REGULATIONS 9.60.250 Model home complexes. Search Print A. Model Home Complex and Sales Offices. Temporary model home complexes, real estate sales offices and related signage may be established if a minor use permit is approved in accordance with Section 9.210.020 and the following requirements are satisfied: L. The complex is used solely for the original sale of new homes or the first rental of apartments in projects. of twenty or more units. 2. The complex is located within the area of the project for which it is established. The temporary sales office shall not be located within one hundred feet of an existing dwelling unit which is not a part of the new project. 3. Notwithstanding other provisions of this code, the parcel of land on which -a temporary real estate office is established is not required to be a building site provided the parcel is precisely described. 4. The following structures and ,facilities are permitted in conjunction with the establishment of a temporary real estate office in conformance with an approved minor use permit: a. Model homes in compliance with the zoning regulations applicable to the properties that are being sold; b. Garages, attached and detached, in compliance with the zoning regulations applicable to the properties that are being sold; c. Temporary sales office buildings or relocatable buildings; d. Accessory buildings and structures in compliance with the zoning regulations applicable to the properties that are being sold; e. Recreational facilities that will become a permanent portion of the project in compliance with the zoning regulations applicable to the properties that are being sold; f. Permanent streets and driveways that will be part of the project after the closure of the real estate office use; g. Temporary childrens playgrounds; h. Temporary and permanent fencing, walks and structural amenities; i. Temporary vehicle parking and maneuvering areas to provide off-street parking as necessary for employees and guests; j. Temporary vehicular accessways; k. Temporary landscaping. B. Signs. Signs in connection with a temporary model home complex shall be permitted within a project subject to the following requirements: 1. Project identification signs are permitted at each.street entrance and shall conform to the provisions of Section 9.160.070 (Permitted semipermanent signs): a. Sign area: maximum thirty-two square feet per sign and sixty-four square feet aggregate per project. b. Height: maximum ten feet. 2. The sign copy shall be limited to matters relating to the project within which the signs are located. 3. Time limits for display of signs shall be concurrent with that of the permitted model home complex. 1 of 2 4/24/2006 1:44 PP Y.ou.z:)u mooei nome complexes. nttp://www.gcoae.us/codes/laquinta/view.php'?topic=9-9_60-9_60_2! C. Flags. Flags in connection with a temporary model home complex may be permitted within a residential ' project subject to the following requirements: 1. Number. A maximum of eight flags shall be permitted. There shall be no more than one flag per pole. United States, state, and other similar flags shall -count in the maximum of eight flags. 2. Height. Flagpoles shall be a maximum of twenty feet in height on the perimeter of the project and sixteen feet in height in the interior. Pole heights shall be measure'd from finish grade at the nearest project perimeter. 3. Pole Diameter. Pole diameter shall be determined by the lateral load and size of the flag. The director shall provide applicants with diameter standards. i� 4. Size. Flags shall be a maximum of eighteen square feet in area on the perimeter of the project and twelve square feet in the interior. 5. Rigid Flags. Rigid flags, secured on more than one side, are prohibited. 6. Flag Copy. Commercial or -advertising flag copy is prohibited. 7. Color. Flags may vary in color or have multiple colors but fluorescent colors are prohibited. 8. Time Periods. Flags shall be approved by the director for an initial six-month period. The director shall review the.installed flags prior to the end of that period. If the director determines that all standards and conditions have been met and that all flags have been properly maintained, the director may grant a time extension for an additional six months. If no such extension is approved, all flags must be removed upon expiration of the initial six months. D. Prohibited' Advertising Devices. The following advertising devices or activities are expressly prohibited within or outside the project: banners, balloons, portable trailer signs, or human indicators. E. Requirements for Approval. Any approving action shall include those conditions and requirements deemed by the decision-making authority to be necessary or advisable to protect the public safety and the general welfare, together with a one thousand dollars cash deposit that the structures and facilities will be removed or made consistent with applicable zoning regulations within ninety days after the expiration of the permit or discontinuation. of the use the permit is approved for. F. Time Limitations. A minor use permit for a real estate office may be approved for a maximum time period of one year from the date of approval. A time extension of up to one year may be approved by the community development director if the director finds that all requirements of this section and all other city requirements and conditions have been met. (Ord. 361 § 1 (Exh. A) (part), 2001; Ord. 325 § 1 (Exh. A) (part), 1998; Ord. 299 § 1 (part), 1997; Ord. 284 § 1 (Exh. A) (part), 1996) 2 of 2 4/24/2006 1:44 P) �29296' 3 F- - 294 v 301 51 46 3 297 W 302 295 296U. 4 303 52 45 GIgCOMO Wq 4 Y 278 27 44 Pt � PLAry 3M PLAN 27 53 258 259 PIAry iM 5 43 260 MONq ALES C R RC OS CIRCLE LAIC > 42 O 261 r, O 6 Z 6 v W LAN 1 J V 41 U 6 0 " O LAN N _ V• 8 r =9 1 _ >' Q 40 7 9 6 A W PLAN 9 ►�• AN N 39 264 6 .69 O V 38 37 PLAN 4C /1A,�� 2 SEA HERO C//�C�E �N h`q y 251 LOT "AW" 250 57 COMMUNITY RECREATION 58 59 CENTER ,T "AH" AND RETENTION 233 -0 "'11-7" - / /"-"\ I \\ 249 � f LOTS°AT' ti 248 215 214 213 2 4 STORM CAT COQ 216 235 217 218 / 236 230 229 237 231 228 ; 227- 241 OOG 238 THU I g Q 0 LO 0 0 m n 0 n Q U THIS YAP WAS PREPARE, FOR ASSESStIENT PURM11 .1-1. NO LIABILITY " IS ASSUMED FOR HE 0.CWRACT OF THE DATA SHOWN. ASSESSOR'S PARCEI MAY NOT CWLY WITH LOCAL LOT -SPLIT OR BUILDING SITE ORDINANCES. JAN 17 2008 O 0 m 5 � m ASSESSOR'S YAP BK767 PG.78 r` c Riverside County, Calif.% -" - -- PORMW 15-T.6S.,R.7E CITY Of LA QUI NTA ---T: a. -A:- 020-059 ---- - 767-78------- 767-32 Ou-� G°ao vane-- -——— ——— _— Co fi NB 399/3-18 TRACT MAP NO 32879 F`cB 1 5 2008 WIEl OLD -OR m Od r s s�se �r Nov 2007 RealQuest.com ® - Report N APN Owners 1 767-780-005 GRIFFIN RANCH 2 767-780-006 LEB INDUSTRIAL DEV/STE 320 3 767.780-007 ALYSHEBA DRIVE TRUST 4 767-780-008 FOREMAN DOUGLAS S TRUST 5 767-780-037 GRIFFIN RANCH 6 767-780-042 LUMBERG SYLVIA B LIVING TRUST 7 767-780-043 RUBIN LAWRENCE I & LINDA D 8 767-780-044 STACK MARK A & SUSAN A 9 767-780-045 GRIFFIN RANCH 10 767-780-046 GRIFFIN RANCH 11 767-780-047 GRIFFIN RANCH 12 767-780-048 GRIFFIN RANCH 13 767.780-049 GRIFFIN RANCH 14 767-780-050 GRIFFIN RANCH 15 767-780-051 DARGATZ RODNEY LEROY 16 767.780,052 GOFF JANEL M & BRIAN P 17 767-780-053 DAVIDSON FREDERICK WIWOODY LINDA M 18 767-780-054 HAIG ROBERT K & PATRICIA C at ou,►vled b11 Qv_l�-fio lka.ri& http://pro.realquest.com/jsplreport.jsp?&client=&action=confirm&type=getreportcs&reportoptions=32&rp=40&onelinetype=cu... 3/29/2011 I* 0 9 Page 1 of 1 Fes' One -lin Report Records: ( lected) Address City State ZIP Rec Date Sale Date Sale Price Yr Bit Bed Batthsl//Restrooms Bid/Liv Ares Land Use Dist (TotaCA 26,572 RESIDENTIAL LOT N/A 54455 ALYSHEBA DR LA QUINTA CA 92253 5-1 03/122008 02/08/2008 $1,837,500 2007 4 5.00 5,009 25,265 SFR NIA 54515 ALYSHEBA DR LA QUINTA CA 92253 55 02/262008 02/04/2008 $2,172,000 2007 3 4.00 5,667 28,314 SFR N/A 54575 ALYSHEBA DR LA QUINTA CA 92253 540 07/222008 06/132008 $2,030,000 2007 3 4.00 5,328 25,700 SFR N/A CA Now 15,246 RESIDENTIAL LOT N/A 81117 MONARCHOS LA QUINTA CA 92253 Z�5 02/252009 02/17/2009 $1,460,000 2007 4 5.00 4,415 19,166 SFR N/A CIR 81103 MONARCHOS LA QUINTA CA 92253 2/ ./ _ 12/27/2007 12/20/2007 $1,650,000 2007 4 5.00 4,595 17,424 SFR N/A CIR W� 81089 MONARCHOS LA QUINTA CA 92253 2 -7 12/312007 12/052007 $1,490,000 2007 3 4.00 3,976 15,682 SFR WA CIR Y 81075 MONARCHOS LA QUINTA CA 92253 2007 3 4.00 3,781 17,424 SFR N/A CIR CA 23,958 RESIDENTIAL LOT N/A CA 16,117 RESIDENTIAL LOT N/A CA 12,197 RESIDENTIAL LOT N/A CA 15,682 RESIDENTIAL LOT N/A 81066 MONARCHOS LA QUINTA CA 92253 MAI 2007 4 5.00 4,595 21,780 SFR N/A CIR 81135 GIACOMO LA QUINTA CA 92253 17� 12/212007 12/112007 $1,120,000 2007 3 4.00 3,060 14,810 SFR N/A WAY 81115 GIACOMO LA QUINTA CA 92253%� 11/302007 11272007 $1,055,000 2007 3 4.00 3,152 12,632 SFR N/A WAY L 81095 GIACOMO LA QUINTA CA 92253 2-1(P 10/132010 09/212010 $630,000 2007 3 4.00 3,423 16,988 SFR N/A WAY 81075 GIACOMO LA QUINTA CA 92253 2� 01/252008 01/082008 $1,235,000 2007 4 5.00 3,801 12,632 SFR N/A WAY at ou,►vled b11 Qv_l�-fio lka.ri& http://pro.realquest.com/jsplreport.jsp?&client=&action=confirm&type=getreportcs&reportoptions=32&rp=40&onelinetype=cu... 3/29/2011 I* 0 9 26® FF=489.20 PE=488.7 MA TCHL/N C� E SEE S HEE7. 3 54 FF=487.10 dol PE=486.6 3 pl 411c 301- 83. "s -w, s fk�m! /lel �� `j ' �- �-�'�-/. s�--- r'n'•„ OM NARIUNG DATE LAS fl. ANS DATE I(URi M. SAXpI DATE 1NG k SAFETY' DETECTOR YUNRY EVELOPMENT NRERIXi DE Ht80 EXP. DATE 6/]0/0] PES 67 7e 19.. MATCHLINE _ FG •86:66 SEE SHEET c ,�; • 3 .� 54 FF•4e7.NT V. PE•4 Be.6 / / A, 3.N GJ a° Ly RY •9...] it �l0 FO 56 TW MATCHLINE -SEE SHEET 3 -3 482.43 .9 FF .B F84. C 99'09 FG 887.5 FG b86J X81.8 55 :L ' 490.43 n 482.4] PEW a 83.6 7y_=i - bJ 'W✓n \\i 3B. )9. 1Pt FF•485.30 PE -8.3 .g FG IBI.g nl -491--- anl�-�� \Q ppb •., '^, ^^� p 0 a N 1 115.55 TW 491.1 TW 491.76 TF 483.75 V IV VIt ' /� 14.01' 75.16' G 8.1 IF FG 483.76 I FG 485,6 \ FG 487.5 4 .43 i 484.43 73.47' ]E� 1 FG 486.1 1 .6 \ `� 1 I� o TF .43 FG 486.60 TIYF/ 484: ] \ ct • I O 51 J . rI' TG 486.1 /• a t � 2 I Y �N 2 �I' 3 �` II 9 1 � �J7 �, I f \ 1 / IJ'I�. '• .� a' ° 272 FPE•487 � CIS B� Q.• " \ 273 4 60 :L FF a �10" 0 \ CAMPANIA C�a; ' - , ,_ J PE-4B'd 270 269 PLAN / -qAM - - 3CR `'` , M w ;" 703 19 759 C� 487 T _ F E-48.60 - PE -488.1 FF•488.10 \ PE -485.e 7. 1 PE -48 .60 1 , o 016 PE -488.4 � q ,� '� �' BB.10 .15 .L6 .t* \ ) I 48726 w � .. � 4E7. ct `ti 4 2 II 0 LIS c o •I C! \ 7Jg 16 h' 7 I qb� y 48].00 1• I' o 1 L12485.97 465.7• 2 n Ip � eonou vARI �' M -1 �l ' 26o �J :4B5.6G n .71 2 2 J6 FF -48 .2o P ' C21 .40 i5 C16 UNE DATA 487.17 •565`t \ 086.17 g 461 NO. SEARING LENGTH Ap6� 9 I Y,�• \ 2 C 2 L1 N 363329 E 9.B7 L2 N 31-12'25- W 12.98 LCC T \ � `� t µV I BC BT C15 Y'B 1.0% .0 BOTTOM - 481.0 2 LJ N 15.2433 24 w 99 1 f� -.: �� -'� _ L4 N 7T102fi E 12.10 , 485.1 - 55,07' .. _ _ 1'� - ._ b I LS N BTS121 E 12.10 �YS.�= 0 38.8]' b 2 Le N 06'09'57 w ]9.26 L7 N 83540] E 13.00 i 483.69 / e I 43.3-' TC TC 484.79 116.33' _ / LB N 6T5103 E 13.00 ED N 064939 E 15.89 1 0' '$ i ` PCC -0g 485,b I[ 485.18 TC ,7 TC 484,51 LIO N 24'11 36 W 59.18 486.3 % TG ,� MONARCHOS CIRCLE PRC F \ TC \ \ / ll l N 74"35 2) E 12.66 W 16.]1 �' 0.6.-2 _ CC TC 485.9 TCCC b.. E 13.00 68B _ 11.00 � - ---�- - - I �115 E 13.00 1.1 GaW 6].00 E 12.86 9,,gg 7 0' 65' �� / •F A6. TC 4g B T .51 TC 485.4 0,5163 TC 484.47 TC 484.95 TC .66 IC _ L MATCHLINE 15 Be 184.,1, ~ •� CURVE DATA - SEE SHEET2 j7 NO. DELTA RADIUS LENGTH TAKEN[ NG IT .08' •4._� TS� %7 I .,' \ C2 104.11 H 50.00 145..8 102.76 C3 15'1117 200.00 54.53 27.43 CONSTRUCTION NOTES C4 11'5010 86.80 17.91 3.00 Ot BONDING& GARDEN WNL PER COY OF U TAXNIA TC CS 74"1501 5.00 6.50 3.83 CB 90-12-06- 5.00 797 5.02 GUIDING a SAFETY STANDARDS. SEE LANDSCAPE PIANS FON DETAILS. C7 74'1209 ea, 6x.66 W 19.06 0 NMALL REDWOOD HEADER , / = 185'0358 5.61 16.19 -- w ,4-30006 s.00 Oj INSTALL TEMPORARY WHEEL STOP 48.72 010 ]9'J2 30 70.50• 46.72 75.38 MAT \ r-HI•INE \ C11 303436 55.59 72.43 19.46'LEGEND O CONSTRUCT a' THICK P.GG wvr /SAAB - 012 ]335'0. 5.71 713 4.27 c14 0 CONSTRUCT 6• iH1C1f D.G.C. DWY APPROACH �......... CITY/COUNTY L,11 LINE SHEET 05'2854 51.81 1.01 1S C15 BT031] 7598 47.50 © PROVIDE DPNMOE SWAIi OPEMNC PER DETAE ON SHEET 6. - -PROPOSED RNM-OF-WAY \ 45OD CIS 2320 54 150.00 183.39 9298 CIS 151401 17..00 40.65 20.12 Qi WNL FOOTING 11L1EL4110t1 C17 101"5908 56.00 89.68 89.14 - O INSTALL THROUGH THE CURB ORAIN PER DETAIN. ON SHEET 6. PROPOSED CENTERLINE 0 C14 2731 41 26.60 12.78 5.52 19 8730 ]9 18.00 1,.16 9.71 t� AOA VAN PARKING SIGH -SEE SETAE ON SHEET 6. - - PROPOSED PUBLIC UTILITY EASEMENT 020 78`36'56' 28,00 15.67 21.29 C21 21-14'20" 126.00 157.91 73.87 ®INSTALL 4' DVB DRAM PIPE. PROPOSED TRAP FENCE 022 I1705 219 1800 31.30 23.76 C23 772a'22' 11 AOA PARKING SICK -SET DFIALL ON SHEET 6. PROPOSED WEDGE CURB AND GUTTER w 20.86 26.39 15.29 024 762534 5.00 694 1.05 _ A.C.i -- ® 2 1/2 C. PAVEMENT OVER COMPACTED NATIVE SOIL PROPOSED GARDEN WALL SEE LANDSCAPE PLANS FOR DETAILS 025 061836 182.00 28.371 2 13.19 028 1860000 162. 15. 027 962521- © INSTALL 4• WIDE DOUBLE HAIRPIN WHITE STRIPING PER DETAIL ON SHEET 6. EXISTING WATER MAN 0' 20' 40• 60' 80' 5.00 5.41 5.59 15.00, 0/ CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET 6. EXISTING SLIVER MAIN QpOFE98/�,• Dig Alert 1® CONSTRUCT ACCESSIBILITY RAMP WAIN PARKING SPACE PER DETAIN ON SHEET S. v ® INSTALL TRAP FENCE. SEE LANSCAPE PIANS FOR DETAILS. WIDE NDS DURA -SLOPE ORVN CHANNEL O Q PROPOSED FRE HYDRWT PROPOSED WATER METER EXTENDED FOOTING SCALE 1--20' �e�o pW1 B. �° • 2364301 SII\• 01 PIdT $6:140. DIAL TOLL FREE WTIN M TA PATH METAL COWER OR APPROVED CW AL QQ 4- THICK P.C.C. A E y 06156 ® UWDTAII (1) 6• AREA GRAN, (1) 6- TO a- REDUCER, (1) 1- PVC 96 BEND. DWY / Sue 1-800-227-2600 SEE DETAIL ON SHEET 7. �! 1 1® RSIALL BUBBLER BOX GRAIN. SLE DETAIL ON SHEET 7. 6- THICK P.C.C. OWI APPROACH 0 m C9pyR�M 2008 tel' C 7 y AT LEAST TWO DAYS ©� 2 1/2- A.C. PAVEMENT OVER COMPACTED HATNE SOK MSA C6 I11YTg, All Rights RmYVBB FOF CAl1F� i BEFORE YOU DIG NO. REVISIONS APPROVED DATE CONSULTING. NC. MARCH INDIO SM •99 ELEV. 499.71 PREPARED UNOEN DMEGT -wv vis °" °F NCE No. cesgN BY VH APPRwm BY CITY OF LA OUINT CITY OF LA OUINTA, CALIFORNIA SHEET nwn,e.RO. Smm & ASSOCIATES, INC LOCATION R.R. SPIKE M P/P AT NORTHWEST COR. AVE SO AND SIGNATURE I '� Z84O1 DRAWN -r GRIFFIN RANCH G 1 PIwNND40 ■ Cr LL ENam®ID7o ■ LAND jiTly-LOAD 34200 MONROE STREET. (NVGO 29. 500.00' ADDED TO MABITAR POSITIVE ELEVATIONS). ROBERT 8 6WTH Al VH TIMOTHY R..IONASSON, P.E, DAn TRACT NO. 32879 OFJ I BOB HOPE D1erve • RANCIEO X (7 6) • CA 92270 • 0601 3737893 /a of c ECK er RISS P B C WOR s/c r EN NEER R.cE. a3RaJ 1 ,.1 ]RR MODEL PRECISE GRADING PLAN -LOTS 269-273 ._._._.. - ...._ __ ___ ._ _ _ _ _ _ _ _ _ % ... ,--_.. FIRE BOU INTE PAVE G F A I G N G R O U P O' 8 16 92 ORAF-f G SCALE 1;e =r -c. 6 two ;� •a - ago G:\GHA Companies\61000-Esc311a\PrdimkwAPlantlng Exhibft\Draw1ng1.dwg, Layouts, 3/31/2006 9:50:38 AM, Tbdl, HP DeOgn)et 800P5 42 by HP (temparary)3281.pc3, 1:1 nnn n iV M M^KI 1 nr-AAA DECORATIVE TILE WALLS D E S I G N O R O U P ;GRAPHIC GALL G:\GHA Companies\61000-Escalla\Preliminary\Planting Exhibit\Drawingl.dwg, Layoutl, 3/31/2006 9:52:24 AM, Tbell, HP Design -et 80OPS 42 by HP (temporary)6827.pc3, 1:1 RAISED PATIO COLORED CONCRETE DECORATIVE PAVING STEPPING STONES INTERLOCKING PAVERS 0 0 0 0 BOULDERS - ME DAICCr1 DI AAITCDC TA►1\11\1^ puri r nnrn ETE ND WALL CAPS COLORED COI WALK �� o e � 1 o n o7.4.1, O' a Ib 92 GFlAUr•I G SGAL= Iib' -I' -O G:\GHA Companies\61000-Escalla\Preliminary\Planting Exhibit\Drawingl.dwg, Layoutl, 3/31/2006 9:35:48 AM, lbell, HP Designlet 80OPS 42 by HP (temporary)1478.pc3, 1:1 TERLOCKING AVERS TERLOCKING AVERS * 11 W imp i + ��, r -i • vv, 6 48S 43 A T CHL %� f e FC 486.6 6 8e , 4 TW � <c� rF X87 0 3 3 G 488 4 9 0, 54 iV FF=487.10 d01 PE=486.6 301 `Z8 too /V-cooF4 S8 , 060 1 n�O Q .Cd w�`') ^ 78/TOG h `d h NV 48 co W �On 4 N%V 48 8 /0 I 30 ' dol iFV 4894.43 FG 4g8 49 FG a - 4 F v,Cd I 2° v Q °' I 9 � �C CO' I o N 6 C�ii�e W I 48� S 2 ,, 1 Q O Q 10 „, V- -'j, R 11 273 CAMPANIA�sg ¢8s 8538 ����`Alpe 4..z 91 NV PLAN 3CR A,.70 C9 < FF=488.90 G8 4 487.91 \PE=488.4 FS -GB ° , 8 0 4 j 88 40 � (9. /3S03° 9 %• 1 i _ 488 0 I 8 7 0�� <\/Nrr 8c43 NO�s 8 �� 485.80 48j y 6 48 �, & FF=489.20 S2 ,�� 6 �6 r �-- FL -HP PE=488.7 c� - Ge �' 16 I ` 17 0 4433 LINE DATA487.17 2s Ob NO. BEARING I FNGTH FS / �Y86 0„ ;86.2 TC Q9 31 83, of G 4g 4as.s `o 485 ie' MA TC LINE SEE SHEET 3 G 485.`_ GF 4x1.09 Sot 54 G 44x.8 FF=467.10 PE -486.6 115.44 1 g n y M, dgs dJ CR O 260 FF -489,20 PE -4867 LINE DATA N0. B<�1RING LNGM _ N 5335 29- E S.a7• I CURVE DATA N0. I DE!TA RADIUS LENGTH TANGENT I C2 104'11.44- 50.00• 145.44 102.76' DigjAlert DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG NO, I REVISIONS 273 CAMPANiA PLAN 3CR FF -488.90 PE -488 4 3J0 I I I n I e N6 c f0 444 b el 10 /\ K. 11 I �l ry 433.1 Td a.3� rF 4a D C 481 �3 FG FFG 446.63 FG 4x4.4 88x.8 aaJs °© 272 FF•4a800 J PE -487.5 13- 4d].O6 17 X gam^ 487.29 447.03 01 T TP O16 C2 Q7.26 J . � K 55 ' - SFE SHEET 3 TV TF •485.30 FF•484 40 MATGHLINE FG -•484.8 PE•483.9 - 385.40 4 CA TP -------���-- n 49_ FS -TP a01TOM VARIE 484'4 73.47• ly ,yg5,74 W Az' 432.5 4466 1 446,'0 3-F 454..4 6 FG 486.1 TP F { .E E3 ads.- �' 3 6 I yyS C79 435H0 �y 4do"PIl 485.40485385'.0 1J 2 / " IK 4g2$CQ�g3 4dg J r _ z g 4d 271 '1= -`LL 6 06Ty-\ TP rn FF•487.10 • / 16 I ` KI �p� 2 vE-4aa.s jp CSG 4,e6.38 TP 483.10 486.1!-� TP 134.01' D W 491 76 IF 444.43 Fc OD> D a, x66.R, / tP. FpR APFftOVAL BY: r DATE DOUGUS R.' ANS DATE KURT M. SAXON DATE DIRECTOR CCNMU. DEVELOPMENT DIRECTOR RCE M. EXP. DATE 6/30/07 270 FF -486.60 PE -486A F2s9D PE -425.6 I 2 387m01 16 0 1? 48x;25 2 y '.{3094 � �� 56 - SFE SHEET 3 TV TF TN 490.43 FF•484 40 MATGHLINE FG Lt2 adi 9] PE•483.9 - 385.40 4 CA TP -------���-- 445.60 TP FS -TP a01TOM VARIE TP ly ,yg5,74 W �- �7483 TF tFC FG 486.1 KI 270 FF -486.60 PE -486A F2s9D PE -425.6 I 2 387m01 16 0 1? 48x;25 2 y '.{3094 � �� 4dIT, SE5.90 487.00 Lt2 adi 9] 16 - 385.40 4 CA TP A3 Of 445.60 TP FS -TP a01TOM VARIE TP ly ,yg5,74 W �•L '" ''y KI -t 3 6 I yyS C79 435H0 �y 4do"PIl 485.40485385'.0 2 / " 345.36 4g2$CQ�g3 4dg J r _ z g CZl 06Ty-\ TP • / 16 I ` KI �p� 2 KlTP K3j$ Y 1 / ;/ x:73' 13.11• \ \O$l ,ygS.20 Lt0 16 s \ 45'47 xgS as 2 FL x86 �� 6627 rc ale \' . \ C 3' \ M0191NN 2 as 2 / 66P6 x6;69 JG BC��B 5'I IO �} L 8x62! C15 1.0>. F3.0 BOBCo= 2 - 6 q4G f� 4BSSy6B 2a.J1' 465-19107• h 3 _ o la ' /� `ISagO FL 55. 07' IACs > .. � 444 0 �.a7' 114.53' 0�'\0• 4x 9 63.34' _ Fl F= 4x5.1.1 9TC PCC _GH 4£5.40 - - - - 3-C 385.19 TO 48Sa7 TC 563.]9 3-C 4x4.51 p x66.32 T� MONARCHOS CIRCLE FL PRO GTC EG TC 4x5.94 TO 485 - B - OO FL 445.44 12+00 92.83 / To x5.56 65' FL 465.Os 7 q60� y rC- 4` MA ds. J9 aa.fy TC 385.-t TC Sd5.24 �' 0.516} FL Sd497 TG 364.95 TC 383.-6 �- 3-C 484.37Ilt _ rC �JaJ `� aJ 3-6 / F • ..9a' -SEE SHEET �, rC 32 2 +T .Ga' 4da.ca f�C4a3Jg ./ CONSTRUCTION NOTES � 111 97. - - - - - _ � / O1 CONSTRUCT GARDEN WALL PER CITY OF LA QUINT,0 BUILDING & SAFETY STANDARDS, SEE LANDSCAFE PNS FOR DETAILS. U �rlC ` 109.5. 422 aCg4aj /6 \ O INSTALL REDWOOD HEADER. / O INSTALL TEMPORARY WHEEL STOP - \ ti1.47CHLIN- \ ® CONSTRUCT 4- THICK P.C.C. CMI / SLAB LEGEND \ \ SEES HEET 4a CONSTRUCT o THICK P.C.C. DNv APPROACH ��. o.-------CITY/COUNTY LIMIT UNE 2 � © PROVIDE DRAINAGE SHALE OPENING PER DETAIL ON SHEET 6. PROPOSED RIGHT -NAY \ 0�7 WALL FOOTING TRANSITION -OF - Q8 INSTAL THROUGH ME CURB DRAIN PER DETAIL ON 5hE_ET 6. PROPOSED CENTERUNE _ O9 ADA VAN PARKING SIGN -SEE DETAIL ON SHEET 6. - PROPOSED PUBLIC UTIUTI EASEMENT 10 INSTALL i- PVC DRAIN PTFE. PROP05ED TRAP FENCE 11 ADA PARKING SIGN -SEE DFTAII ON SHEET 6. PROPOSED WEDGE CURB AND GUTTER ^ 0 2 1/2- A.C. PAVEMENT OVER COMPACTED AIATI SOIL O OSE GARDEN WAI_LI SEEOP.,NOSCAPE PLANS FOR DETAILS vO R'� 13 WSTA!! 4- WIDE DOUBLE HAIRPIN WHITE STRIPING PER DETAIL ON SHEET 6. E%]STING WATER MAIN 0• 20• 40• 6D• d0• 9 CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET 6. EXISTING SEWER MAIN � Irr -� QTOFE58/CNq 15 CONSTRIXT ACCESSIBILITY RAMP WITH PARKING SPACE PER DETAIL ON SHEET 6. PROPOSED FIRE DRANT HYDRANT SCALE 1 •=20•+l• _ _ __-.. ` i t-_ 16 INSTAL TRAP FENCE, SEE IANSCAPE PLANS FOR DETAILS. PROPOSED 'NATER METER h e i z ('ial Ec: I:G. 1] U15TALL 6' NOV N.D.S. DURA-SLOFE OR;.IN C'riANNc1 13 - - WITH METAL COVER OR APPROVED EQUAL - E%TENDED FOOTING y C26401 ➢ LFP. 3-31-08 06155 1 ® 16 INSTAL (I) 6- AREA DRAIN, (1)o' 3-0 4• REDVCER. (1) 3- PJC SC BEND. 4' THICK P.G.C. OWI /SUB 1-Z .- ---------�--A: SEE DETAIL ON SHEET 7. Q.o• 19 INSTALL BUBBLER BOX BRAIN. SEE DETAIL ON 7. THICK P.C.C. OM! APPROACH p Copyrlghl 2006 Ind Wt qTF 1 0'', 2 1/2- A.C. PAVEMENT OVER COMRACTEO NATNE 501! A51 Rlghiz4lftez OF CAU1FGQaP APPROVED DATE ,(SHEETT �1 c�i 3-T m n M A CONSULTING, INC. IIEN13H INDIO 8M tl99 'cLEV. 439.71 NO9ESYB'I ,PPRO'!ED 6Y CITY OF LA OUINTA CITY OF LA QUiNT,, CALIFORNIAxrAAINIERO, SHcET , �.4 SASITH $ ASSOCIATES, INC. LOCATIONRR. SPIKE IN P/p AT NORThiWEST COit. AYE. 50 AYND �/>r/{"�F��«� 26401 � I DRAWN BV GRIFFIN RANCH1aNNG CTVH. ENGINEEIUNG ■ LAND SURVEYTNG DA 34200 BOB HOPE DRIVE RANCHO MIRAGE • CA 9270 TELEPHONE (760) 320-9811 • FAx (760) 323-7893 MONROE STREET. (NJGD 29. 500.00• ALI TO MAINTANRORER, POSITNE ELEVATIONS). 5. 6MITH F AT6 VFi K F//// CHECK 6V Wn, J R55 PUBLIC R. JONASSON. P.E. GATE PUBIC WORKS/CITY ENGINEER R.C.E. x5443 EXPIRES 12/31/06 TRACT NO. 32879 MODEL PRECISE GRADING PLAN -LOTS 269-273 PORTION OF N 1/2 OF SET. 15. T- fi 5.- R- 7 E.. S.B.M. I 7 i SHEETS ' STEPS - BBQ ENI CENTER STEPS - RAISED' RAISED PATIO ----,,,F } S RAISED WALLS SCULPTURE' INTERLOCKING PAVERS r �� -- oeei an 9 I 8 ie 92 GR' &RAP—IG SGALC G:\GHA Companies\61000-E5o111a\)Mbnlnary\Plantlng Exhibit\Drawingl.Cwg, Layootl, 3/31/2006 10:05:21 AM, Tbel, HP Deslgm)d 80oP5 42 by HP (temporary)1942.pr3, 1:1 F FOUNTAIN RkSED PLANTER Xww+ BOULDERS INTERLOCKW-, PAVING4-\ANC4-1 , ,• �� -- c �, G\GHA Companies\6100G-Es fla\P eiimin"\Plwbng EMbt\Drawingl.Owg, laymtl, 3/31/200610:07:37 AM, TbeU, HP OesgnJet 800PS 42 by HP (tempmrj)4927.pr3, 1:1 BBQI BAR FIRE PIT BOL -DEI PAVERS FOUNTAIN URNS ON RAISED PLANTER WITH DECORATIVE TILE GAGHA Companles\610DGEsolle\Rehminary\Plwb g Ezhibtt\Dmwingl.Owg, layoutl, 3/31/2DO6 9:50:38 AM, TEdI, HP DMgmlet 800PS 42 by HP (tempxM)3281.pc3, 1:1 RAISED PLANTERS n?lw;o� 1" ' i —�# (*a O' a 16 52 6QAPi G S --ALC STEPS DECORATIVE INTERLOCKING PAVERS POTS ON PLINTHS PAD — STEPS T ..,i 1' r CONCRETE PAD i — + — At.hJLAVv'N STEPPINGSTONES *SAW CUT COLORED CONCRETE `rte G:\c4iACompweA61000-ESolla\Preliminary\Mndrg Exdub@\Dmvdngl.dwg, Laymtl, 3131120069:55:06 AM, Tbell, HP Deslgn)et 8DDP5 R by MP (temporary)0491.pc3, 1:1 •.As 4 RAISED PLANTERS-. --TANNING SHELF COLORED CONCRETE I BANDS, COPING AND WALL CAPS BOULDERS •I / BBQ- INTERLOCKING PAVERS l r LAWN COLORED CONCREI WALK D 9 E 92 lib"•I'b' �- INTERLOCKING PAVERS G:\GHACmpanies\610WEsolla\PrtlMlnary\Plantlrg EdiWk\bMMrg1.Gw9, Layatl, 3(3112006 9:35:46 Mt, lbell, HP De519Net 800P5 42 by HP (Wb paary)1478.pO, 1:1 'D E 9 1 0 N 0 A 0 D P 0 B 1b 32 BRAdHIG 5GAL= W"I -a- PLINTHS WITH POTS I I I NTERLOCKING - DAVERS if POOL -COLORED CONCRETE POTS AND ACCESSORIES G:\GHA Companies\61000 Es lla\Prdiminary\Planttrg Exhlbt\Dmwtryl.dwg, L"tl, 3/31/2006 9:40:47 AM, Tbell, HP De9gn3et mops 42 by HP (temporary)9358.pc3, 1:1 Ala, WWfi4( / / 0. 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CITY/COUNTY LIMIT LINE CONSTRUCTION NOTES QUANTITY ESTIMATE LQT (D (FOR PERMIT PURPOSES ONLY) 287'LOT 288 LJ CONSTRUCT GARDEN WALL PER CITY OF LA QUINTA `` 286 BUILDING &SAFETY STANDARDS, SEE LANDSCAPE PLANS FOR DETAILS. 3,526 LF ` 285, N, CANANERO'-01RCL I 4$ O2 INSTALL REDWOOD HEADER. 1,528 LF :4✓ •291 290 1 289 284 49 _ a m -- O3 INSTALL TEMPORARY WHEEL STOP 40 EA w 292 _ N 2 283 ¢ n, 29975 > 47 r O CONSTRUCT 4" THICK P.C.C. DWY /SLAB 34,357 SF i I fir-; 0 293 298 �' . s 300 50 6' I. X82 DALI STREET O CONSTRUCT 6" THICK P.C.C. DWY APPROACH 2,233 SF InON ItUl ®PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET' 6. 18 EA u { 261 z 46 z 294 301 297 0 51 ! 3 v �' I 70 WALL FOOTING TRANSITION 39 LF cc 295`` f, 302 SHEET <� 280 296 u ®INSTALL THROUGH THE CURB DRAIN PER DETAIL ON SHEET 6. 3 EAt 303 52 45 0 ADA VAN PARKING SIGN -SEE DETAIL ON SHEET 6. 1 EA 4 l r 10 INSTALL 4" PVC DRAIN PIPE. 29 LF< 6- - 44� LL! - � �:. �, a 275 11 ADA PARKING SIGN -SEE DETAIL ON SHEET 6. 274 1 EA }' 53 .257 258 F 12 2 1/2" A.C. PAVEMENT OVER COMPACTED NATIVE SOIL. 24,975 SF it - _ 259 260 43 5 13 INSTALL 4" WIDE DOUBLE HAIRPIN WHITE STRIPING PER DETAIL ON SHEET 6. 34 EA O `� Mow,RC 273 .; 14 � -�56 CIRr. � 54 CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET 6. 59 LF = 261 - `.�!! 4 268 6 15 CONSTRUCT ACCESSIBILITY RAMP WITH PARKING SPACE PER DETAIL ON SHEET 6. 1 EA <i 255•..- �- 272, 16 INSTALL TRAP FENCE. SEE LANSCAPE PLANS FOR DETAILS. 2,356 LF Shy T___ -_262- 2-67- 271_ pus ------- c II ,. 254, .0 _... 1s. 17 INSTALL 6" WIDE N.D.S. DURA -SLOPE DRAIN CHANNEL , >r "`' P WITH METAL COVER OR APPROVED EQUAL 1 EA 263 266 ci:; 270 6 40 18 INSTALL (1) 6" AREA DRAIN, (1) 6" TO 4" REDUCER, (1) 4" PVC 90' BEND. -2,53 uw, 56 SEE DETAIL ON SHEET 7. 11 EA 264 19 INSTALL BUBBLER BOX DRAIN. SEE DETAIL ON SHEET 7. 6 EA _ 265 2 y 252 LI p e A 3a' III a i S HERO' C, 9 i EARTHWORK ESTIMATE 250 LOT 'AW' I'�i /251 C FOR PERMIT PURPOSES ONLY ' �' 111 I r COMMUNITY t / TOTAL CUT (RAW): 900 C.Y. � � -LOT 'AH' RECREATION _�/ � TOTAL FILL (RAW): 900 C.Y. aCENTER AND RETENTION THE ABOVE QUANTITIES ARE BASED ON AN ASSUMED 75 CY PER LOT FROM TRENCHING AND DETAILED GRADING. l I \ oogm NOTE TO CONTRACTOR, +QUANTITY ESTIMATE d MRS t•_ -` / MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE PLANS, EXCEPT THAT ALL SUCH FIGURES, INCLUDING ALL EARTHWORK QUANTITIES, ARE PRELIMINARY '� / ESTIMATES AND FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREPARE HIS OWN QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA CONSULTING, INC. SHALL NOT I LOT 'AT' BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME OF CONSTRUCTION. 237 UTILITIES 2 0 IRRIGATION COACHELLA VALLEY WATER DISTRICT (760 48 241 398-2561 �' �� I ' 9 -v\ I n WATER COACHELLA VALLEY WATER DISTRICT (760) 398-2561 I i _ 0G9 231 SEWER COACHELLA VALLEY WATER DISTRICT (760) 398-2561 ;� ' G(T?/`C UN1Y L.IMIT LN �42 ELECTRIC IMPERIAL IRRIGATION DISTRICT 760 398-5854 I 247 24_....,239 ( ) - 2.45. --- GAS THE GAS COMPANY (760) 323-1851 ,� ------ TELEPHONE VERIZON (760) 323-1231 CABLE T.V. TIME WARNER CABLE (760) 340-1312 EXT. 281 USA UNDERGROUND SERVICE ALERT (800) 227-2600 NOTE TO CONTRACTOR, EXISTING UTILITIES THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM A REVIEW OF AVAILABLE RECORD DATA. WHILE DUE CARE WAS TAKEN IN PREPARATION OF THIS INFORMATION, MSA NOTE TO CONTRACTOR, SITE CONDITIONS CONSULTING, INC. CANNOT AND DOES NOT GUARANTEE THE ACCURACY NOR THE COMPLETENESS OF THE INFORMATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITION ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS OF ALL EXISTING UTILITIES BEFORE DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND COMMENCING WORK. PROPERTY. THIS REQUIREMENT APPLIES CONTINUOUSLY AND IS NOT LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH RESULT FROM THE CONTRACTOR ALSO AGREES TO DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE MSA CONSULTING, HIS FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR INC., HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE - , f PORTIONS OF THE NORTH ONE HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. PREPARED POR, T it Y i 47120 DUNE PALMS ROAD - SUITE C LA QUINTA, CA. 92253-2051 760-777-4307 SHALL POTHOLE PROPOSED CROSSINGS OF EX15TING UTILITIES PRIOR TO CONSTRUCTION AND SHALL VERIFY OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER THEIR HORIZONTAL AND VERTICAL LOCATIONS. IN THE EVENT, DURING CONSTRUCTION, THAT UNKNOWN OR MSA CONSULTING, INC. 0' 300' 600' 900' 1200' UTILITIES OR UNKNOWN STRUCTURES ARE FOUND AT UNEXPECTED ELEVATIONS OR LOCATIONS, MSA � We CONSULTING, INC. IS TO BE NOTIFIED OF SUCH CONDITION AT ONCE. MSA CONSULTING, INC. WILL MAKE NOTE TO CONTRACTOR, DRAINAGE INTEGRITY SCALE 1 "=300' REQUIRED DESIGN CHANGES AND THE CONTRACTOR AGREES TO COMPLETE ALL WORK, INCLUDING REPAIRS LEGEND REQUIRED, IN AN EXPEDITIOUS MANNER. THE CONTRACTOR FURTHER AGREES TO PURSUE DILIGENTLY THE THIS GRADING PLAN PROVIDES FOR SIDE YARD AND REAR YARD DRAINAGE OF EACH LOT IN ACCORDANCE COMPLETION OF SAID WORK. WITH THE FLOWLINES SHOWN. IT IS THE DEVELOPER'S RESPONSIBILITY TO ENSURE THAT THE SWALES ARE "mmum°'m`®"mou°s CITY/COUNTY LIMIT LINE ANY DISCREPANCY BETWEEN THE PLANS AND FIELD SHALL BE BROUGHT TO THE ATTENTION OF MSA CONSTRUCTED BY THE GRADING CONTRACTOR OR LANDSCAPE CONTRACTOR IN ACCORDANCE WITH THE CONSULTING, INC. THE CONTRACTOR SHALL NOTIFY MSA CONSULTING, INC. PRIOR TO POTHOLING. IF APPROVED GRADING PLAN AND THAT THE INTEGRITY OF THE SWALES IS MAINTAINED. THIS PRECLUDES THE "® - PROPOSED RIGHT-OF-WAY NECESSARY, MSA CONSULTING, INC. SHALL REVISE THE PLANS. THE CONTRACTOR SHALL BEGIN CONSTRUCTION OF BLOCK WALLS, FENCES, PATIOS, OR OTHER STRUCTURES ACROSS FLOWLINES WITHOUT CONSTRUCTION AFTER REVISIONS ARE APPROVED. PROVISIONS FOR APPROPRIATE OPENINGS. MSA CONSULTING, INC. ASSUMES NO RESPONSIBILITY FOR - PROPOSED CENTERLINE Dig a ely DIG ALERT DIAL TOLL FREE _ .@ -800-227-2600 _ 2 YL AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA Rol REVISIONS THIS PLAN HAS BEEN REVIEWED BY SLADDEN ENGINEERING AND AND TO BE IN GENERAL CONFORMITY WITH THE RECOMMENDATIONS IN OUR REPORT DATED December 2, 2005 OUR FILE NUMBER 544-4402 05-11-1133 WE MAKE NO REPRESENTATION AS TO THE ACCURACY OF DIMENSIONS, MEASUREMENTS, CALCULATIONS, OR ANY PORTION OF THE DESIGN. SOIL ENGINEER R.C.E. NO. 45389 DATE N ALTERATIOS IN THE DRAINAGE SYSTEM CAUSED BY ANY SUCH STRUCTURES OR OTHER GRADING MODIFICATIONS MADE BY THE DEVELOPER, HIS SUBCONTRACTOR, OR THE PROPERTY OWNER. -PROPOSED PUBLIC UTILITY EASEMENT PROPOSED WEDGE CURB AND GUTTER O PROPOSED GARDEN WALL FLOOD ZONE SEE LANDSCAPE PLANS FOR DETAILS - THE FLOOD ZONE FOR SUBJECT PROPERTY AS SHOWN WITHIN THE BORDER IS: -V1- EXISTING WATER MAIN - Q�pFESSION q� ZONE C - "AREAS OF MINIMAL FLOODING", AS SHOWN ON RIVERSIDE COUNTY, CALIFORNIA, FLOOD INSURANCE RATE -'- -'S� -- EXISTING SEWER MAIN �e`L �Pt S. s� <ti MAP, COMMUNITY -PANEL NUMBER 060245-2300B, EFFECTIVE DATE: MAR. 22, 1983. PROPOSED FIRE HYDRANT Q� �y 2 BASIS OF SEARING ® PROPOSED WATER METER u C26401 m Exp. 3-31-08 THE BASIS OF BEARING FOR THIS SURVEY IS THE EASTERLY LINE OF THE SOUTHEAST 1/4 OF SECTION 15, TOWNSHIP 6 14 EXTENDED FOOTING SOUTH, RANGE 7 EAST, S.B.M., AS ESTABLISHED PER CORS STATIONS WIDC AD COTD TAKEN AS: N 02'03'38" W (NAD 4 4" THICK P.C.C. DWY C �, �Q 83 CA ZONE 6 DATUM). / SLAB © Copyright 2006 / V SITE ADDRESS 0 6" THICK P.C.C. DWY APPROACH ASI RightsulResserved q�F OF SOUTHEAST CORNER OF AVENUE 54 AND MADISON STREET. 12 2 1/2" A.C. PAVEMENT OVER COMPACTED NATIVE SOIL ONSULTING, INC. MAINIERO, SMITH & ASSOCIATES, INC. PLANNING ® CIVIL ENGINEERING m LAND SURVEYING 34200 BOB HOPE DRIVE m RANCHO MIRAGE IN CA 922270 TELEPHONE (760) 320-9811 m FAx (760) 323-7893 "" ""' ' INDIO BM #99( ELEV. 499.71 MARK LOCATION R.R. SPIKE IN P/P AT NORTHWEST COR. AVE. 50 AND MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN POSITIVE ELEVATIONS). PROVED FOR PERMITTING TOM HARTUNG DATE BUILDING & SAFETY DIRECTOR CITY OF LA QUINTA 41R J NTNG & ZONING COMPLIANCE OUGLAS R. EVANS DATE OMMUNITY DEVELOPMENT DIRECTOR ITY OF LA QUINTA ' PLANS , ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD LA S QUINTA AND THE STANDARD OF THE CITY 0F LA SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, AND THE CITY OF LA QUINTA STANDARD PLANS, DATE AUGUST 21, 2001, OR LATEST EDITION. CITY OF LA QUINTA TO APPLY TO THE Q 2. IT SHALL BE THERESPONSIBILITYOF TN EVELOPER OWNER OR CONTRACTOR E D / PUBLIC WORKS DEPARTMENT FOR THE NECESSARY PERMITS AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE WITH ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. 3. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN THE STATE RIGHT OF WAY. 4. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA QUINTA OR OTHER GOVERNING AGENCIES. 5. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS DEPARTMENT 48 HOURS PRIOR TO ANY GRADING, BRUSHING OR CLEARING AND EACH PHASE OF CONSTRUCTION AT (760) 777-7075 AND 48 HOURS PRIOR TO REQUIRING INSPECTIONS. 6. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT OR RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS. 6. STREET NAME SIGNS AND TRAFFIC CONTROL SIGNS, TYPE AND LOCATION SHALL BE APPROVED BY THE CITY ENGINEER. TRAFFIC STRIPING, LEGENDS AND PAVEMENT MARKERS, TYPE AND LOCATION SHALL BE APPROVED BY THE CITY ENGINEER. 9. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL ENGINEER WITH AN R.C.E. NUMBER BELOW 33,966, OR A LICENSED LAND SURVEYOR, ONLY. 10. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS: OCTOBER 1ST TO APRIL 30TH: MONDAY - FRIDAY 7:00 AM TO 5:30 PM SATURDAY 8:00 AM TO 5:00 PM MAY 1ST TO SEPTEMBER 30TH: MONDAY - FRIDAY 6:00 AM TO 7:00 PM SATURDAY 8:00 AM TO 5:00 PM WORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS. THE CITY RESERVES THE RIGHT TO APPLY FURTHER TIME RESTICTIONS AS NEEDED TO WORK OCCURRING ON ARTERIAL AND COLLECTOR STREETS DURING HIGH TRAFFIC VOLUME HOURS. 11. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND DEBRIS DEPOSITED ON THEM AS A RESULT OF THE GRADING OPERATION. CLEANING IS TO BE DONE TO THE SATISFACTION OF THE CITY ENGINEER. 12, ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE WITH THE STATE MANUAL OF WARNING SIGNS, LIGHTS AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS, IN ORDER TO ELIMINATE ANY HAZARDS. 13. CONSTRUCTION PROJECTS DISTURBING MORE THAN ONE ACRE MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (N01) WITH THE WATER RESOURCES CONTROL BOARD (SWRCB), PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE. THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM IS A NATIONAL PROGRAM TO CONTROL NON -POINT SOURCE POLLUTANTS CARRIED BY STORM WATER. THE PROGRAM IS IMPLEMENTED AND ENFORCED BY THE STATE WATER RESOURCES CONTROL BOARD. 14. THE CITY RETAINS THE RIGHT TO REQUIRE PLAN REVISIONS, AS NECESSARY, SUBSEQUENT TO PLAN APPROVAL, BUT PRIOR TO COMPLETION OF THE IMPROVEMENTS SHOWN ON THESE PLANS, IF ANY NEW STREET IMPROVEMENTS HAVE BEEN INSTALLED BY THE CITY OR A THIRD PARTY WITHIN THE IMMEDIATE VICINITY OF THE IMPROVEMENTS PROPOSED BY THESE PLANS THAT IMPACT THE DESIGN INTEGRITY OF THE IMPROVEMENT PROPOSED IN THESE PLANS AS ORIGINALLY APPROVED. ALL COSTS, INCLUDING BUT NOT LIMITED TO DESIGN AND IMPROVEMENT COSTS, INCURRED AS A RESULT OF ANY DESIGN REVISIONS SHALL BE BORNE BY THE IMPROVEMENT SPONSORS. 15. THESE PLANS ARE VALID FOR A PERIOD NOT TO EXCEED EIGHTEEN (18) MONTHS FROM DATE OF APPROVAL. THE IMPROVEMENT SPONSOR SHALL BEAR ALL COSTS ASSOCIATED WITH UPDATING THE PLANS, INCLUDING BUT NOT LIMITED TO DESIGN AND IMPROVEMENT COSTS, TO AFFECT COMPLIANCE WITH ANY NEW CITY STANDARDS, ORDINANCES, OR LAWS AND REGULATIONS, ENACTED OR ADOPTED BY THE CITY OR OTHER JURISDICTIONS WITH AUTHORITY SUBSEQUENT TO THE PLAN APPROVAL DATE. 1. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION, CITY OF LA QUINTA MUNICIPAL CODE, AND SOILS REPORT, NO. 544-4402 DATED: DECEMBER 02, 2005 PREPARED BY: SLADDEN ENGINEERING TELEPHONE NO. 760-772-3893 2. THE SOILS ENGINEER AND THE ENGINEERING GEOLOGIST SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN THEIR PURVIEW. 3. THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING GRADING AND CONSTRUCTION TO ENSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. 4. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTY. 5. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 6" ON THE ENTIRE SITE OR AS RECOMMENDED BY THE SOILS REPORT. 6. THE MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. 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. MINIMUM BUILDING PAD DRAINAGE SHALL BE 2%. DRAINAGE SHALL BE A MINIMUM OF 0.3' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. THE MINIMUM SLOPE OF SWALES SHALL BE 0.50%. 9. ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT OF MAXIMUM DENSITY AS DETERMINED BY THE UNIFORM BUILDING CODE SECTION 7010 OR EQUIVALENT AS APPROVED BY THE CITY ENGINEER. FIELD DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE SECTION 7002, OR EQUIVALENT, AS DETERMINED BY THE CITY ENGINEER. 10. ALL STREET SECTIONS ARE TENTATIVE. THE MINIMUM SECTION IS 3" A.C. OVER 4.5" CRUSHED A.B.. ADDITIONAL SOIL TEST(S) SHALL BE REQUIRED AFTER ROUGH GRADING TO DETERMINE EXACT SECTION REQUIREMENTS. THE CITY ENGINEER SHALL APPROVE THE FINAL STREET SECTION. 11. THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FINAL STREET SECTIONS AFTER SUBMITTAL OF "R" VALUE TESTS FOR ROADWAY SUBBASE. 12. LOCATIONS OF FIELD DENSITY TESTS SHALL BE DETERMINED BY THE SOIL ENGINEER OR APPROVED TEST AGENCY AND SHALL BE SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING OF ALL FILL PLACED. TESTING IN AREAS OF A CRITICAL NATURE OF SPECIAL EMPHASIS SHALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS. 13. THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS ENGINEER SHALL CONTAIN THE TYPE OF FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING THE IN-PLACE DENSITY, WHETHER SAND CONE OR DRIVE RING AND SHALL BE SO NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY DETERMINATION SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES USED BY THE FIELD TECHNICIAN. 14. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE AND INSPECTED PRIOR TO PAVING, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS AND DRAINAGE. 15. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOIL ENGINEER SHALL INCLUDE AN APPROVAL STATEMENT THAT THE BACKFILL IS SUITABLE FOR THE INTENDED USE. 16. BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT. SUBMIT FOR SEPARATE BUILDING PERMIT(S). 17. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORM WATER INFILTRATION FACILITIES DURING CONSTRUCTION OF SUBSEQUENT IMPROVEMENT BY THE CONTRACTOR. IMMEDIATELY PRIOR TO FINAL ACCEPTANCE OF STORM DRAINAGE RETENTION/INFILTRATION FACILITIES, THE CONTRACTOR SHALL CONDUCT, IN THE PRESENCE OF THE CITY INSPECTOR, A PERFORMANCE TEST DESIGNED TO CLEARLY DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE FACILITIES. 18. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. THE ACCESSIBILITY DETAILS SHOWN ON THESE PLANS, INCLUDING SLOPE AND DISTANCE, WERE CALCULATED USING THE APPROVED DESIGN GRADES ON THESE PLANS. ACTUAL FIELD CONDITIONS DURING AND AFTER CONSTRUCTION CAN AND MAY CHANGE THE DESIGN PARAMETERS FOR THE ACCESSIBILITY DETAILS. THE CONTRACTOR SHALL CONFIRM ALL DESIGN SLOPES AND GRADES AND OBTAIN CITY INSPECTION AND APPROVAL PRIOR TO LAYOUT AND CONSTRUCTION OF ANY ACCESSIBILITY FACILITIES ON SITE. PRIOR TO FINAL CONSTRUCTION THE CONTRACTOR SHALL NOTIFY MSA CONSULTING, INC. IMMEDIATELY REGARDING ANY ANTICIPATED CHANGES TO THE ACCESSIBILITY DETAILS. IT SHALL ALSO BE NOTED THAT THE ACCESSIBILITY STANDARDS CALLED OUT ON THESE PLANS WERE BASED ON THE LATEST CBC AND CITY CODES AND SPECIFICATIONS AT THE TIME OF PLAN PREPARATION. THEREFORE, IT SHOULD BE NOTED THAT THESE PLANS ARE SUBJECT TO CHANGE BASED ON THE CURRENT ACCESSIBILITY CODES AND SPECIFICATIONS AT TIME OF CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN CITY INSPECTION AND APPROVAL PRIOR TO LAYOUT AND CONSTRUCTION OF ANY ACCESSIBILITY FACILITIES BASED ON CURRENT CODES AND SPECIFICATIONS AT TIME OF CONSTRUCTION. PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO, DESIGN BY o W o L ABBREVIATIONS GRIFFIN RANCH ROBERT S. SMITH DATE VH TRACT NO. 32879 OF CHECK BY TIMOTHY R. JONASSON, P.E. DATE PUBLIC WORKS/CITY ENGINEER MODEL HOMES PRECISE GRADING PLAN - TITLE SHEET 7 RSS R.C.E. 45843 EXPIRES 12/31/06 PORTION OF N 1/2 OF SEC. 15, T. 6 S., R. 7 E., S.B.M. we A.C. ASPHALT CONCRETE 72 HIGHWAY 111 `� o A/C AIR CONDITIONING DR. CARREON BLVD BC BCC BEGIN CURVE BEGIN COMPOUND CURVE BCR BEGIN CURB RETURN BS BOTTOM OF STEPS _ AVENUE 48 C/L C/G CENTERLINE CURB AND GUTTER CITY LIMIT LINE EC END CURVE AVENUE 49 CITY OF ECR END CURB RETURN INDIO EL w EPS ED EATION OF PAVEMENT V~i EX. EXISTING AVENUE 50 HP FFTNI HIGH POINT H F SED FLOOR z FG FINISHED GRADE 0 FHR I F HYDRANT E YDRA AVENUE 51 FL FLOWLINE w FS FINISHED SURFACE w GB GRADE BREAK z ce I- - GF GARAGE FINISHED FLOOR -' V) AVENUE 52 INV INVERT N.T.S NOT TO SCALE P A PLANTER CITY O P.C.C. PORTLAND CEMENT CONCRETE LA QUINTA AVENUE 53 PE TION PIC POINT OFELEVA INTERSECTING GUTTER w > PROP. PROPOSED R/W RIGHT-OF-WAY v~i AVENUE 54 STA STATION S.D. STORM DRAIN w w Uj LI. S/W SIDE WALK a ITE ct o TC TOP OF CURB V) o Z E44E 55 TG TOP OF GRATE / z O TP TOP OF PAVEMENT 0 V)�" TS TOP OF STEPS �'p 4Rv,21 v 11-�- TW TOP OF WALL o AIRPORT BLVD a TYP TYPICAL - TF TOP OF FOOTING VICINITY MAPtJr �O R/�v R/W- N.T.S. CITY/COUNTY LIMIT LINE CONSTRUCTION NOTES QUANTITY ESTIMATE LQT (D (FOR PERMIT PURPOSES ONLY) 287'LOT 288 LJ CONSTRUCT GARDEN WALL PER CITY OF LA QUINTA `` 286 BUILDING &SAFETY STANDARDS, SEE LANDSCAPE PLANS FOR DETAILS. 3,526 LF ` 285, N, CANANERO'-01RCL I 4$ O2 INSTALL REDWOOD HEADER. 1,528 LF :4✓ •291 290 1 289 284 49 _ a m -- O3 INSTALL TEMPORARY WHEEL STOP 40 EA w 292 _ N 2 283 ¢ n, 29975 > 47 r O CONSTRUCT 4" THICK P.C.C. DWY /SLAB 34,357 SF i I fir-; 0 293 298 �' . s 300 50 6' I. X82 DALI STREET O CONSTRUCT 6" THICK P.C.C. DWY APPROACH 2,233 SF InON ItUl ®PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET' 6. 18 EA u { 261 z 46 z 294 301 297 0 51 ! 3 v �' I 70 WALL FOOTING TRANSITION 39 LF cc 295`` f, 302 SHEET <� 280 296 u ®INSTALL THROUGH THE CURB DRAIN PER DETAIL ON SHEET 6. 3 EAt 303 52 45 0 ADA VAN PARKING SIGN -SEE DETAIL ON SHEET 6. 1 EA 4 l r 10 INSTALL 4" PVC DRAIN PIPE. 29 LF< 6- - 44� LL! - � �:. �, a 275 11 ADA PARKING SIGN -SEE DETAIL ON SHEET 6. 274 1 EA }' 53 .257 258 F 12 2 1/2" A.C. PAVEMENT OVER COMPACTED NATIVE SOIL. 24,975 SF it - _ 259 260 43 5 13 INSTALL 4" WIDE DOUBLE HAIRPIN WHITE STRIPING PER DETAIL ON SHEET 6. 34 EA O `� Mow,RC 273 .; 14 � -�56 CIRr. � 54 CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET 6. 59 LF = 261 - `.�!! 4 268 6 15 CONSTRUCT ACCESSIBILITY RAMP WITH PARKING SPACE PER DETAIL ON SHEET 6. 1 EA <i 255•..- �- 272, 16 INSTALL TRAP FENCE. SEE LANSCAPE PLANS FOR DETAILS. 2,356 LF Shy T___ -_262- 2-67- 271_ pus ------- c II ,. 254, .0 _... 1s. 17 INSTALL 6" WIDE N.D.S. DURA -SLOPE DRAIN CHANNEL , >r "`' P WITH METAL COVER OR APPROVED EQUAL 1 EA 263 266 ci:; 270 6 40 18 INSTALL (1) 6" AREA DRAIN, (1) 6" TO 4" REDUCER, (1) 4" PVC 90' BEND. -2,53 uw, 56 SEE DETAIL ON SHEET 7. 11 EA 264 19 INSTALL BUBBLER BOX DRAIN. SEE DETAIL ON SHEET 7. 6 EA _ 265 2 y 252 LI p e A 3a' III a i S HERO' C, 9 i EARTHWORK ESTIMATE 250 LOT 'AW' I'�i /251 C FOR PERMIT PURPOSES ONLY ' �' 111 I r COMMUNITY t / TOTAL CUT (RAW): 900 C.Y. � � -LOT 'AH' RECREATION _�/ � TOTAL FILL (RAW): 900 C.Y. aCENTER AND RETENTION THE ABOVE QUANTITIES ARE BASED ON AN ASSUMED 75 CY PER LOT FROM TRENCHING AND DETAILED GRADING. l I \ oogm NOTE TO CONTRACTOR, +QUANTITY ESTIMATE d MRS t•_ -` / MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE PLANS, EXCEPT THAT ALL SUCH FIGURES, INCLUDING ALL EARTHWORK QUANTITIES, ARE PRELIMINARY '� / ESTIMATES AND FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREPARE HIS OWN QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA CONSULTING, INC. SHALL NOT I LOT 'AT' BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME OF CONSTRUCTION. 237 UTILITIES 2 0 IRRIGATION COACHELLA VALLEY WATER DISTRICT (760 48 241 398-2561 �' �� I ' 9 -v\ I n WATER COACHELLA VALLEY WATER DISTRICT (760) 398-2561 I i _ 0G9 231 SEWER COACHELLA VALLEY WATER DISTRICT (760) 398-2561 ;� ' G(T?/`C UN1Y L.IMIT LN �42 ELECTRIC IMPERIAL IRRIGATION DISTRICT 760 398-5854 I 247 24_....,239 ( ) - 2.45. --- GAS THE GAS COMPANY (760) 323-1851 ,� ------ TELEPHONE VERIZON (760) 323-1231 CABLE T.V. TIME WARNER CABLE (760) 340-1312 EXT. 281 USA UNDERGROUND SERVICE ALERT (800) 227-2600 NOTE TO CONTRACTOR, EXISTING UTILITIES THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM A REVIEW OF AVAILABLE RECORD DATA. WHILE DUE CARE WAS TAKEN IN PREPARATION OF THIS INFORMATION, MSA NOTE TO CONTRACTOR, SITE CONDITIONS CONSULTING, INC. CANNOT AND DOES NOT GUARANTEE THE ACCURACY NOR THE COMPLETENESS OF THE INFORMATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITION ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS OF ALL EXISTING UTILITIES BEFORE DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND COMMENCING WORK. PROPERTY. THIS REQUIREMENT APPLIES CONTINUOUSLY AND IS NOT LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH RESULT FROM THE CONTRACTOR ALSO AGREES TO DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE MSA CONSULTING, HIS FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR INC., HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE - , f PORTIONS OF THE NORTH ONE HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. PREPARED POR, T it Y i 47120 DUNE PALMS ROAD - SUITE C LA QUINTA, CA. 92253-2051 760-777-4307 SHALL POTHOLE PROPOSED CROSSINGS OF EX15TING UTILITIES PRIOR TO CONSTRUCTION AND SHALL VERIFY OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER THEIR HORIZONTAL AND VERTICAL LOCATIONS. IN THE EVENT, DURING CONSTRUCTION, THAT UNKNOWN OR MSA CONSULTING, INC. 0' 300' 600' 900' 1200' UTILITIES OR UNKNOWN STRUCTURES ARE FOUND AT UNEXPECTED ELEVATIONS OR LOCATIONS, MSA � We CONSULTING, INC. IS TO BE NOTIFIED OF SUCH CONDITION AT ONCE. MSA CONSULTING, INC. WILL MAKE NOTE TO CONTRACTOR, DRAINAGE INTEGRITY SCALE 1 "=300' REQUIRED DESIGN CHANGES AND THE CONTRACTOR AGREES TO COMPLETE ALL WORK, INCLUDING REPAIRS LEGEND REQUIRED, IN AN EXPEDITIOUS MANNER. THE CONTRACTOR FURTHER AGREES TO PURSUE DILIGENTLY THE THIS GRADING PLAN PROVIDES FOR SIDE YARD AND REAR YARD DRAINAGE OF EACH LOT IN ACCORDANCE COMPLETION OF SAID WORK. WITH THE FLOWLINES SHOWN. IT IS THE DEVELOPER'S RESPONSIBILITY TO ENSURE THAT THE SWALES ARE "mmum°'m`®"mou°s CITY/COUNTY LIMIT LINE ANY DISCREPANCY BETWEEN THE PLANS AND FIELD SHALL BE BROUGHT TO THE ATTENTION OF MSA CONSTRUCTED BY THE GRADING CONTRACTOR OR LANDSCAPE CONTRACTOR IN ACCORDANCE WITH THE CONSULTING, INC. THE CONTRACTOR SHALL NOTIFY MSA CONSULTING, INC. PRIOR TO POTHOLING. IF APPROVED GRADING PLAN AND THAT THE INTEGRITY OF THE SWALES IS MAINTAINED. THIS PRECLUDES THE "® - PROPOSED RIGHT-OF-WAY NECESSARY, MSA CONSULTING, INC. SHALL REVISE THE PLANS. THE CONTRACTOR SHALL BEGIN CONSTRUCTION OF BLOCK WALLS, FENCES, PATIOS, OR OTHER STRUCTURES ACROSS FLOWLINES WITHOUT CONSTRUCTION AFTER REVISIONS ARE APPROVED. PROVISIONS FOR APPROPRIATE OPENINGS. MSA CONSULTING, INC. ASSUMES NO RESPONSIBILITY FOR - PROPOSED CENTERLINE Dig a ely DIG ALERT DIAL TOLL FREE _ .@ -800-227-2600 _ 2 YL AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA Rol REVISIONS THIS PLAN HAS BEEN REVIEWED BY SLADDEN ENGINEERING AND AND TO BE IN GENERAL CONFORMITY WITH THE RECOMMENDATIONS IN OUR REPORT DATED December 2, 2005 OUR FILE NUMBER 544-4402 05-11-1133 WE MAKE NO REPRESENTATION AS TO THE ACCURACY OF DIMENSIONS, MEASUREMENTS, CALCULATIONS, OR ANY PORTION OF THE DESIGN. SOIL ENGINEER R.C.E. NO. 45389 DATE N ALTERATIOS IN THE DRAINAGE SYSTEM CAUSED BY ANY SUCH STRUCTURES OR OTHER GRADING MODIFICATIONS MADE BY THE DEVELOPER, HIS SUBCONTRACTOR, OR THE PROPERTY OWNER. -PROPOSED PUBLIC UTILITY EASEMENT PROPOSED WEDGE CURB AND GUTTER O PROPOSED GARDEN WALL FLOOD ZONE SEE LANDSCAPE PLANS FOR DETAILS - THE FLOOD ZONE FOR SUBJECT PROPERTY AS SHOWN WITHIN THE BORDER IS: -V1- EXISTING WATER MAIN - Q�pFESSION q� ZONE C - "AREAS OF MINIMAL FLOODING", AS SHOWN ON RIVERSIDE COUNTY, CALIFORNIA, FLOOD INSURANCE RATE -'- -'S� -- EXISTING SEWER MAIN �e`L �Pt S. s� <ti MAP, COMMUNITY -PANEL NUMBER 060245-2300B, EFFECTIVE DATE: MAR. 22, 1983. PROPOSED FIRE HYDRANT Q� �y 2 BASIS OF SEARING ® PROPOSED WATER METER u C26401 m Exp. 3-31-08 THE BASIS OF BEARING FOR THIS SURVEY IS THE EASTERLY LINE OF THE SOUTHEAST 1/4 OF SECTION 15, TOWNSHIP 6 14 EXTENDED FOOTING SOUTH, RANGE 7 EAST, S.B.M., AS ESTABLISHED PER CORS STATIONS WIDC AD COTD TAKEN AS: N 02'03'38" W (NAD 4 4" THICK P.C.C. DWY C �, �Q 83 CA ZONE 6 DATUM). / SLAB © Copyright 2006 / V SITE ADDRESS 0 6" THICK P.C.C. DWY APPROACH ASI RightsulResserved q�F OF SOUTHEAST CORNER OF AVENUE 54 AND MADISON STREET. 12 2 1/2" A.C. PAVEMENT OVER COMPACTED NATIVE SOIL ONSULTING, INC. MAINIERO, SMITH & ASSOCIATES, INC. PLANNING ® CIVIL ENGINEERING m LAND SURVEYING 34200 BOB HOPE DRIVE m RANCHO MIRAGE IN CA 922270 TELEPHONE (760) 320-9811 m FAx (760) 323-7893 "" ""' ' INDIO BM #99( ELEV. 499.71 MARK LOCATION R.R. SPIKE IN P/P AT NORTHWEST COR. AVE. 50 AND MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN POSITIVE ELEVATIONS). PROVED FOR PERMITTING TOM HARTUNG DATE BUILDING & SAFETY DIRECTOR CITY OF LA QUINTA 41R J NTNG & ZONING COMPLIANCE OUGLAS R. EVANS DATE OMMUNITY DEVELOPMENT DIRECTOR ITY OF LA QUINTA ' PLANS , ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD LA S QUINTA AND THE STANDARD OF THE CITY 0F LA SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, AND THE CITY OF LA QUINTA STANDARD PLANS, DATE AUGUST 21, 2001, OR LATEST EDITION. CITY OF LA QUINTA TO APPLY TO THE Q 2. IT SHALL BE THERESPONSIBILITYOF TN EVELOPER OWNER OR CONTRACTOR E D / PUBLIC WORKS DEPARTMENT FOR THE NECESSARY PERMITS AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE WITH ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. 3. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN THE STATE RIGHT OF WAY. 4. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA QUINTA OR OTHER GOVERNING AGENCIES. 5. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS DEPARTMENT 48 HOURS PRIOR TO ANY GRADING, BRUSHING OR CLEARING AND EACH PHASE OF CONSTRUCTION AT (760) 777-7075 AND 48 HOURS PRIOR TO REQUIRING INSPECTIONS. 6. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT OR RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS. 6. STREET NAME SIGNS AND TRAFFIC CONTROL SIGNS, TYPE AND LOCATION SHALL BE APPROVED BY THE CITY ENGINEER. TRAFFIC STRIPING, LEGENDS AND PAVEMENT MARKERS, TYPE AND LOCATION SHALL BE APPROVED BY THE CITY ENGINEER. 9. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL ENGINEER WITH AN R.C.E. NUMBER BELOW 33,966, OR A LICENSED LAND SURVEYOR, ONLY. 10. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS: OCTOBER 1ST TO APRIL 30TH: MONDAY - FRIDAY 7:00 AM TO 5:30 PM SATURDAY 8:00 AM TO 5:00 PM MAY 1ST TO SEPTEMBER 30TH: MONDAY - FRIDAY 6:00 AM TO 7:00 PM SATURDAY 8:00 AM TO 5:00 PM WORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS. THE CITY RESERVES THE RIGHT TO APPLY FURTHER TIME RESTICTIONS AS NEEDED TO WORK OCCURRING ON ARTERIAL AND COLLECTOR STREETS DURING HIGH TRAFFIC VOLUME HOURS. 11. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND DEBRIS DEPOSITED ON THEM AS A RESULT OF THE GRADING OPERATION. CLEANING IS TO BE DONE TO THE SATISFACTION OF THE CITY ENGINEER. 12, ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE WITH THE STATE MANUAL OF WARNING SIGNS, LIGHTS AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS, IN ORDER TO ELIMINATE ANY HAZARDS. 13. CONSTRUCTION PROJECTS DISTURBING MORE THAN ONE ACRE MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (N01) WITH THE WATER RESOURCES CONTROL BOARD (SWRCB), PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE. THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM IS A NATIONAL PROGRAM TO CONTROL NON -POINT SOURCE POLLUTANTS CARRIED BY STORM WATER. THE PROGRAM IS IMPLEMENTED AND ENFORCED BY THE STATE WATER RESOURCES CONTROL BOARD. 14. THE CITY RETAINS THE RIGHT TO REQUIRE PLAN REVISIONS, AS NECESSARY, SUBSEQUENT TO PLAN APPROVAL, BUT PRIOR TO COMPLETION OF THE IMPROVEMENTS SHOWN ON THESE PLANS, IF ANY NEW STREET IMPROVEMENTS HAVE BEEN INSTALLED BY THE CITY OR A THIRD PARTY WITHIN THE IMMEDIATE VICINITY OF THE IMPROVEMENTS PROPOSED BY THESE PLANS THAT IMPACT THE DESIGN INTEGRITY OF THE IMPROVEMENT PROPOSED IN THESE PLANS AS ORIGINALLY APPROVED. ALL COSTS, INCLUDING BUT NOT LIMITED TO DESIGN AND IMPROVEMENT COSTS, INCURRED AS A RESULT OF ANY DESIGN REVISIONS SHALL BE BORNE BY THE IMPROVEMENT SPONSORS. 15. THESE PLANS ARE VALID FOR A PERIOD NOT TO EXCEED EIGHTEEN (18) MONTHS FROM DATE OF APPROVAL. THE IMPROVEMENT SPONSOR SHALL BEAR ALL COSTS ASSOCIATED WITH UPDATING THE PLANS, INCLUDING BUT NOT LIMITED TO DESIGN AND IMPROVEMENT COSTS, TO AFFECT COMPLIANCE WITH ANY NEW CITY STANDARDS, ORDINANCES, OR LAWS AND REGULATIONS, ENACTED OR ADOPTED BY THE CITY OR OTHER JURISDICTIONS WITH AUTHORITY SUBSEQUENT TO THE PLAN APPROVAL DATE. 1. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION, CITY OF LA QUINTA MUNICIPAL CODE, AND SOILS REPORT, NO. 544-4402 DATED: DECEMBER 02, 2005 PREPARED BY: SLADDEN ENGINEERING TELEPHONE NO. 760-772-3893 2. THE SOILS ENGINEER AND THE ENGINEERING GEOLOGIST SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN THEIR PURVIEW. 3. THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING GRADING AND CONSTRUCTION TO ENSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. 4. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTY. 5. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 6" ON THE ENTIRE SITE OR AS RECOMMENDED BY THE SOILS REPORT. 6. THE MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. 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. MINIMUM BUILDING PAD DRAINAGE SHALL BE 2%. DRAINAGE SHALL BE A MINIMUM OF 0.3' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. THE MINIMUM SLOPE OF SWALES SHALL BE 0.50%. 9. ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT OF MAXIMUM DENSITY AS DETERMINED BY THE UNIFORM BUILDING CODE SECTION 7010 OR EQUIVALENT AS APPROVED BY THE CITY ENGINEER. FIELD DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE SECTION 7002, OR EQUIVALENT, AS DETERMINED BY THE CITY ENGINEER. 10. ALL STREET SECTIONS ARE TENTATIVE. THE MINIMUM SECTION IS 3" A.C. OVER 4.5" CRUSHED A.B.. ADDITIONAL SOIL TEST(S) SHALL BE REQUIRED AFTER ROUGH GRADING TO DETERMINE EXACT SECTION REQUIREMENTS. THE CITY ENGINEER SHALL APPROVE THE FINAL STREET SECTION. 11. THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FINAL STREET SECTIONS AFTER SUBMITTAL OF "R" VALUE TESTS FOR ROADWAY SUBBASE. 12. LOCATIONS OF FIELD DENSITY TESTS SHALL BE DETERMINED BY THE SOIL ENGINEER OR APPROVED TEST AGENCY AND SHALL BE SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING OF ALL FILL PLACED. TESTING IN AREAS OF A CRITICAL NATURE OF SPECIAL EMPHASIS SHALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS. 13. THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS ENGINEER SHALL CONTAIN THE TYPE OF FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING THE IN-PLACE DENSITY, WHETHER SAND CONE OR DRIVE RING AND SHALL BE SO NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY DETERMINATION SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES USED BY THE FIELD TECHNICIAN. 14. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE AND INSPECTED PRIOR TO PAVING, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS AND DRAINAGE. 15. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOIL ENGINEER SHALL INCLUDE AN APPROVAL STATEMENT THAT THE BACKFILL IS SUITABLE FOR THE INTENDED USE. 16. BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT. SUBMIT FOR SEPARATE BUILDING PERMIT(S). 17. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORM WATER INFILTRATION FACILITIES DURING CONSTRUCTION OF SUBSEQUENT IMPROVEMENT BY THE CONTRACTOR. IMMEDIATELY PRIOR TO FINAL ACCEPTANCE OF STORM DRAINAGE RETENTION/INFILTRATION FACILITIES, THE CONTRACTOR SHALL CONDUCT, IN THE PRESENCE OF THE CITY INSPECTOR, A PERFORMANCE TEST DESIGNED TO CLEARLY DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE FACILITIES. 18. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. THE ACCESSIBILITY DETAILS SHOWN ON THESE PLANS, INCLUDING SLOPE AND DISTANCE, WERE CALCULATED USING THE APPROVED DESIGN GRADES ON THESE PLANS. ACTUAL FIELD CONDITIONS DURING AND AFTER CONSTRUCTION CAN AND MAY CHANGE THE DESIGN PARAMETERS FOR THE ACCESSIBILITY DETAILS. THE CONTRACTOR SHALL CONFIRM ALL DESIGN SLOPES AND GRADES AND OBTAIN CITY INSPECTION AND APPROVAL PRIOR TO LAYOUT AND CONSTRUCTION OF ANY ACCESSIBILITY FACILITIES ON SITE. PRIOR TO FINAL CONSTRUCTION THE CONTRACTOR SHALL NOTIFY MSA CONSULTING, INC. IMMEDIATELY REGARDING ANY ANTICIPATED CHANGES TO THE ACCESSIBILITY DETAILS. IT SHALL ALSO BE NOTED THAT THE ACCESSIBILITY STANDARDS CALLED OUT ON THESE PLANS WERE BASED ON THE LATEST CBC AND CITY CODES AND SPECIFICATIONS AT THE TIME OF PLAN PREPARATION. THEREFORE, IT SHOULD BE NOTED THAT THESE PLANS ARE SUBJECT TO CHANGE BASED ON THE CURRENT ACCESSIBILITY CODES AND SPECIFICATIONS AT TIME OF CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN CITY INSPECTION AND APPROVAL PRIOR TO LAYOUT AND CONSTRUCTION OF ANY ACCESSIBILITY FACILITIES BASED ON CURRENT CODES AND SPECIFICATIONS AT TIME OF CONSTRUCTION. PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO, DESIGN BY APPROVED BY CITY OF LA QUINTA L••• �� Y OF i ( ���i� }�' CALIFORNIA !`1 it SHEET 26401 SIGNATURE DRAWN BY GRIFFIN RANCH ROBERT S. SMITH DATE VH TRACT NO. 32879 OF CHECK BY TIMOTHY R. JONASSON, P.E. DATE PUBLIC WORKS/CITY ENGINEER MODEL HOMES PRECISE GRADING PLAN - TITLE SHEET 7 RSS R.C.E. 45843 EXPIRES 12/31/06 PORTION OF N 1/2 OF SEC. 15, T. 6 S., R. 7 E., S.B.M. SHEETS ONSULTING, INC. MAINIERO, SMITH & ASSOCIATES, INC. PLANNING ® CIVIL ENGINEERING m LAND SURVEYING 34200 BOB HOPE DRIVE m RANCHO MIRAGE IN CA 922270 TELEPHONE (760) 320-9811 m FAx (760) 323-7893 "" ""' ' INDIO BM #99( ELEV. 499.71 MARK LOCATION R.R. SPIKE IN P/P AT NORTHWEST COR. AVE. 50 AND MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN POSITIVE ELEVATIONS). PROVED FOR PERMITTING TOM HARTUNG DATE BUILDING & SAFETY DIRECTOR CITY OF LA QUINTA 41R J NTNG & ZONING COMPLIANCE OUGLAS R. EVANS DATE OMMUNITY DEVELOPMENT DIRECTOR ITY OF LA QUINTA ' PLANS , ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD LA S QUINTA AND THE STANDARD OF THE CITY 0F LA SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, AND THE CITY OF LA QUINTA STANDARD PLANS, DATE AUGUST 21, 2001, OR LATEST EDITION. CITY OF LA QUINTA TO APPLY TO THE Q 2. IT SHALL BE THERESPONSIBILITYOF TN EVELOPER OWNER OR CONTRACTOR E D / PUBLIC WORKS DEPARTMENT FOR THE NECESSARY PERMITS AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE WITH ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. 3. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN THE STATE RIGHT OF WAY. 4. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA QUINTA OR OTHER GOVERNING AGENCIES. 5. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS DEPARTMENT 48 HOURS PRIOR TO ANY GRADING, BRUSHING OR CLEARING AND EACH PHASE OF CONSTRUCTION AT (760) 777-7075 AND 48 HOURS PRIOR TO REQUIRING INSPECTIONS. 6. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT OR RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS. 6. STREET NAME SIGNS AND TRAFFIC CONTROL SIGNS, TYPE AND LOCATION SHALL BE APPROVED BY THE CITY ENGINEER. TRAFFIC STRIPING, LEGENDS AND PAVEMENT MARKERS, TYPE AND LOCATION SHALL BE APPROVED BY THE CITY ENGINEER. 9. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL ENGINEER WITH AN R.C.E. NUMBER BELOW 33,966, OR A LICENSED LAND SURVEYOR, ONLY. 10. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS: OCTOBER 1ST TO APRIL 30TH: MONDAY - FRIDAY 7:00 AM TO 5:30 PM SATURDAY 8:00 AM TO 5:00 PM MAY 1ST TO SEPTEMBER 30TH: MONDAY - FRIDAY 6:00 AM TO 7:00 PM SATURDAY 8:00 AM TO 5:00 PM WORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS. THE CITY RESERVES THE RIGHT TO APPLY FURTHER TIME RESTICTIONS AS NEEDED TO WORK OCCURRING ON ARTERIAL AND COLLECTOR STREETS DURING HIGH TRAFFIC VOLUME HOURS. 11. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND DEBRIS DEPOSITED ON THEM AS A RESULT OF THE GRADING OPERATION. CLEANING IS TO BE DONE TO THE SATISFACTION OF THE CITY ENGINEER. 12, ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE WITH THE STATE MANUAL OF WARNING SIGNS, LIGHTS AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS, IN ORDER TO ELIMINATE ANY HAZARDS. 13. CONSTRUCTION PROJECTS DISTURBING MORE THAN ONE ACRE MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (N01) WITH THE WATER RESOURCES CONTROL BOARD (SWRCB), PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE. THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM IS A NATIONAL PROGRAM TO CONTROL NON -POINT SOURCE POLLUTANTS CARRIED BY STORM WATER. THE PROGRAM IS IMPLEMENTED AND ENFORCED BY THE STATE WATER RESOURCES CONTROL BOARD. 14. THE CITY RETAINS THE RIGHT TO REQUIRE PLAN REVISIONS, AS NECESSARY, SUBSEQUENT TO PLAN APPROVAL, BUT PRIOR TO COMPLETION OF THE IMPROVEMENTS SHOWN ON THESE PLANS, IF ANY NEW STREET IMPROVEMENTS HAVE BEEN INSTALLED BY THE CITY OR A THIRD PARTY WITHIN THE IMMEDIATE VICINITY OF THE IMPROVEMENTS PROPOSED BY THESE PLANS THAT IMPACT THE DESIGN INTEGRITY OF THE IMPROVEMENT PROPOSED IN THESE PLANS AS ORIGINALLY APPROVED. ALL COSTS, INCLUDING BUT NOT LIMITED TO DESIGN AND IMPROVEMENT COSTS, INCURRED AS A RESULT OF ANY DESIGN REVISIONS SHALL BE BORNE BY THE IMPROVEMENT SPONSORS. 15. THESE PLANS ARE VALID FOR A PERIOD NOT TO EXCEED EIGHTEEN (18) MONTHS FROM DATE OF APPROVAL. THE IMPROVEMENT SPONSOR SHALL BEAR ALL COSTS ASSOCIATED WITH UPDATING THE PLANS, INCLUDING BUT NOT LIMITED TO DESIGN AND IMPROVEMENT COSTS, TO AFFECT COMPLIANCE WITH ANY NEW CITY STANDARDS, ORDINANCES, OR LAWS AND REGULATIONS, ENACTED OR ADOPTED BY THE CITY OR OTHER JURISDICTIONS WITH AUTHORITY SUBSEQUENT TO THE PLAN APPROVAL DATE. 1. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION, CITY OF LA QUINTA MUNICIPAL CODE, AND SOILS REPORT, NO. 544-4402 DATED: DECEMBER 02, 2005 PREPARED BY: SLADDEN ENGINEERING TELEPHONE NO. 760-772-3893 2. THE SOILS ENGINEER AND THE ENGINEERING GEOLOGIST SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN THEIR PURVIEW. 3. THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING GRADING AND CONSTRUCTION TO ENSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. 4. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTY. 5. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 6" ON THE ENTIRE SITE OR AS RECOMMENDED BY THE SOILS REPORT. 6. THE MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. 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. MINIMUM BUILDING PAD DRAINAGE SHALL BE 2%. DRAINAGE SHALL BE A MINIMUM OF 0.3' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. THE MINIMUM SLOPE OF SWALES SHALL BE 0.50%. 9. ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT OF MAXIMUM DENSITY AS DETERMINED BY THE UNIFORM BUILDING CODE SECTION 7010 OR EQUIVALENT AS APPROVED BY THE CITY ENGINEER. FIELD DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE SECTION 7002, OR EQUIVALENT, AS DETERMINED BY THE CITY ENGINEER. 10. ALL STREET SECTIONS ARE TENTATIVE. THE MINIMUM SECTION IS 3" A.C. OVER 4.5" CRUSHED A.B.. ADDITIONAL SOIL TEST(S) SHALL BE REQUIRED AFTER ROUGH GRADING TO DETERMINE EXACT SECTION REQUIREMENTS. THE CITY ENGINEER SHALL APPROVE THE FINAL STREET SECTION. 11. THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FINAL STREET SECTIONS AFTER SUBMITTAL OF "R" VALUE TESTS FOR ROADWAY SUBBASE. 12. LOCATIONS OF FIELD DENSITY TESTS SHALL BE DETERMINED BY THE SOIL ENGINEER OR APPROVED TEST AGENCY AND SHALL BE SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING OF ALL FILL PLACED. TESTING IN AREAS OF A CRITICAL NATURE OF SPECIAL EMPHASIS SHALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS. 13. THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS ENGINEER SHALL CONTAIN THE TYPE OF FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING THE IN-PLACE DENSITY, WHETHER SAND CONE OR DRIVE RING AND SHALL BE SO NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY DETERMINATION SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES USED BY THE FIELD TECHNICIAN. 14. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE AND INSPECTED PRIOR TO PAVING, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS AND DRAINAGE. 15. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOIL ENGINEER SHALL INCLUDE AN APPROVAL STATEMENT THAT THE BACKFILL IS SUITABLE FOR THE INTENDED USE. 16. BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT. SUBMIT FOR SEPARATE BUILDING PERMIT(S). 17. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORM WATER INFILTRATION FACILITIES DURING CONSTRUCTION OF SUBSEQUENT IMPROVEMENT BY THE CONTRACTOR. IMMEDIATELY PRIOR TO FINAL ACCEPTANCE OF STORM DRAINAGE RETENTION/INFILTRATION FACILITIES, THE CONTRACTOR SHALL CONDUCT, IN THE PRESENCE OF THE CITY INSPECTOR, A PERFORMANCE TEST DESIGNED TO CLEARLY DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE FACILITIES. 18. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. THE ACCESSIBILITY DETAILS SHOWN ON THESE PLANS, INCLUDING SLOPE AND DISTANCE, WERE CALCULATED USING THE APPROVED DESIGN GRADES ON THESE PLANS. ACTUAL FIELD CONDITIONS DURING AND AFTER CONSTRUCTION CAN AND MAY CHANGE THE DESIGN PARAMETERS FOR THE ACCESSIBILITY DETAILS. THE CONTRACTOR SHALL CONFIRM ALL DESIGN SLOPES AND GRADES AND OBTAIN CITY INSPECTION AND APPROVAL PRIOR TO LAYOUT AND CONSTRUCTION OF ANY ACCESSIBILITY FACILITIES ON SITE. PRIOR TO FINAL CONSTRUCTION THE CONTRACTOR SHALL NOTIFY MSA CONSULTING, INC. IMMEDIATELY REGARDING ANY ANTICIPATED CHANGES TO THE ACCESSIBILITY DETAILS. IT SHALL ALSO BE NOTED THAT THE ACCESSIBILITY STANDARDS CALLED OUT ON THESE PLANS WERE BASED ON THE LATEST CBC AND CITY CODES AND SPECIFICATIONS AT THE TIME OF PLAN PREPARATION. THEREFORE, IT SHOULD BE NOTED THAT THESE PLANS ARE SUBJECT TO CHANGE BASED ON THE CURRENT ACCESSIBILITY CODES AND SPECIFICATIONS AT TIME OF CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN CITY INSPECTION AND APPROVAL PRIOR TO LAYOUT AND CONSTRUCTION OF ANY ACCESSIBILITY FACILITIES BASED ON CURRENT CODES AND SPECIFICATIONS AT TIME OF CONSTRUCTION. PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO, DESIGN BY APPROVED BY CITY OF LA QUINTA L••• �� Y OF i ( ���i� }�' CALIFORNIA !`1 it SHEET 26401 SIGNATURE DRAWN BY GRIFFIN RANCH ROBERT S. SMITH DATE VH TRACT NO. 32879 OF CHECK BY TIMOTHY R. JONASSON, P.E. DATE PUBLIC WORKS/CITY ENGINEER MODEL HOMES PRECISE GRADING PLAN - TITLE SHEET 7 RSS R.C.E. 45843 EXPIRES 12/31/06 PORTION OF N 1/2 OF SEC. 15, T. 6 S., R. 7 E., S.B.M. SHEETS U c C C: D C 0 U Q c 0 Z5 t FOR PERMITTING 4 HARTUNG DATE LDING & SAFETY DIRECTOR i( OF LA QUINTA NING & ZONING COMPLIANCE DOUGLAS R. EVANS DATE COMMUNITY DEVELOPMENT DIRECTOR CITY OF LA QUINTA i � Alert DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG NO. REVISIONS O • SULJ 1 I t V 9 INC. Cs MAINIERO, SMITH & ASSOCIATES, INC. PLANNING ® CIVIL ENGINEERING m LAND SURVEYING 34200 BOB HOPE DRIVE m RANCHO MIRAGE a CA 92270 TFLFPHONF (760) 320-9811 N Fax (760) 323-7R93 © Copyright 2006 MSA Consulting, Inc. All Rights Reserved BENGH INDIO BM #99 ELEV. 499.71 PREPARED UNDER THE DIRECT SUPE MARK LOCATION R.R. SPIKE IN P/P AT NORTHWEST COR. AVE. 50 AND SIGNATURE MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN ROBERT S. SMITH POSITIVE ELEVATIONS). LEGEND CITY/COUNTY LIMIT LINE — — PROPOSED RIGHT–OF–WAY CONSTRUCTION NOTES — PROPOSED CENTERLINE — PROPOSED PUBLIC UTILITY EASEMENT O1 CONSTRUCT GARDEN WALL PER CITY OF LA QUINTA BUILDING & SAFETY STANDARDS, SEE LANDSCAPE PLANS FOR DETAILS. PROPOSED WEDGE CURB AND GUTTER ® CONSTRUCT 4" THICK P.C.C. DWY / SLAB ( PROPOSED GARDEN WALL SEE LANDSCAPE PLANS FOR DETAILS O5 CONSTRUCT 6" THICK P.C.C. DWY APPROACH -ESS/0— � © PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET 6. — —�'�— — —EXISTING WATER MAIN QR WALL FOOTING TRANSITION —EXISTING SEWER MAIN y 2 10 INSTALL 4" PVC DRAIN PIPE. PROPOSED FIRE HYDRANT LuC26401 14 CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEEP 6. ® PROPOSED WATER METER Exp. 3-31-08 � 14 �� EXTENDED FOOTING 16 INSTALL TRAP FENCE. SEE LANSCAPE PLANS FOR DETAILS. ®�� °� 4" THICK P.C.C. DWY / SLAB N �q l V TF O INSTALL (1) 6" AREA DRAIN, (1) 6" TO 4" REDUCER, (1) 4" PVC 90' BEND. / J 6" THICK P.C.C. DWY APPROACH OF SEE DETAIL ON SHEET 7. CA`��0� 19 INSTALL BUBBLER BOX DRAIN, SEE DETAIL ON SHEET 7. 12 2 1/2" A.C. PAVEMENT OVER COMPACTED NATIVE SOIL F R.C.E. NO. DESIGN BY APPROVED BY CITY OF LA QUINTA I P1CALIFORNIA ����+ �� /� QUINTA, p ���r>®pal J� C�t 1 V Pi SHEET 26401 v N DRAWN BY GRIFFIN RANCH DATE VH TRACT NO. 32879 OF CHECK BY TIMOTHY R. JONASSON, P.E. DATE PUBLIC WORKS/CITY ENGINEER MODEL HOMES PRECISE GRADING PLAN - LOTS 265-268 7 RSS R.C.E. 45843 EXPIRES 12/31/06 PORTION OF N 1/2 OF SEC. 15, T. 6 S., R. 7 E., S.B.M. 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PLANNING ® CIVIL ENGINEERING m LAND SURVEYING 34200 BOB HOPE DRIVE m RANCHO MIRAGE ® CA 92270 TFLEPHONE (760) 320-9RII 0 FAX (76Ol 323-7993 NING & ZONING COMPLIANCE DOUGLAS R. EVANS DATE COMMUNITY DEVELOPMENT DIRECTOR CITY OF LA QUINTA I TW 491.10/ \ \\\\\TF 483.76 FG 485.6 \ LEGEND CITY/COUNTY LIMIT LINE c -- PROPOSED RIGHT-OF-WAY 0 - PROPOSED CENTERLINE - - - PROPOSED PUBLIC UTILITY EASEMENT z CONSTRUCTION NOTES PROPOSED WEDGE CURB AND GUTTER �1 PROPOSED GARDEN WALL O1 CONSTRUCT GARDEN WALL PER CITY OF LA QUINTA SEE LANDSCAPE PLANS FOR DETAILS BUILDING & SAFETY STANDARDS, SEE LANDSCAPE PLANS FOR DETAILS. -w- - EXISTING WATER MAIN ®CONSTRUCT 4" THICK P.C.C. DWY /PPLAB 4 Q�pfrESS/pN�� Q, �5 CONSTRUCT 6 THICK P.C.C. DWY APPROACH EXISTING SEWER MAIN iy �� © PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON PROPOSED FIRE HYDRANT SHEET 6. co i �o� 2 PROPOSED WATER METER i C26401 m O WALL FOOTING TRANSITION 14 ��� EXTENDED FOOTING o Exp. 3-31-08 ®INSTALL THROUGH THE CURB DRAIN PER DETAIL ON SHEET 6. ® 4" THICK P.C.C. DWY / SLAB i cn C �, �Q �y 10 INSTALL 4" PVC DRAIN PIPE. 6" THICK P.C.C. DWY APPROACH i FOS OF 16 INSTALL TRAP FENCE. SEE LANSCAPE PLANS FOR DETAILS. CAL` INSTALL 6" WIDE N.D.S. DURA -SLOPE DRAIN CHANNEL 12 E� 2 1/2" A.C. PAVEMENT OVER COMPACTED NATIVE SOIL L O R.C.E. NO. DESIGN BY APPROVED BY CITY OF LA QUINTA CITY O LA QUINTA, CALIFORNIA G SHEET u 26401 VH c DRAWN BY GRIFFIN RANCH DATE UH TRACT NO. 32879 OF C CHECK BY TIMOTHY R. JONASSON, P.E. DATE PUBLIC WORKS/CITY ENGINEER MODEL PRECISE GRADING PLAN - LOTS 54-56 < RSS R.C.E. 45843 EXPIRES 12/31/06 PORTION OF N 1/2 OF SEC. 15, T. 6 S., R. 7 E., S.B.M. SHEETS FOR PERMITTING PLANNING & ZONING COMPLIANCE IC OM HARTUNG DATE DOUGLAS R. EVANS DATE UILDING & SAFETY DIRECTOR COMMUNITY DEVELOPMENT DIRECTOR ITY OF LA QUINTA CITY OF LA QUINTA � 2 FF=488.90 296 s 2- PE=488.4 FF=490.40 303 Iy \ PE=489.9 FF=490.20 PE=489.7 ` (5) o / 485 4g LL 107.72' -w- - w- -w- -W -W- - - -w -N- - --w- -w- - -w- - - y 105• / /� °' / 15"00 GIA OMO WAY 0• 5 / iC 4$512 ' - - - -� - � _ s `� IG 486 $0 486 2 o/ / FEG 48 \ R 13+ 0 12+00 0.50�y 14+00 s 16 9 FSG h8 1 -- - s - - s - - s - -- INV 7.9� - s - s -- s - - s - --- s - - zV87..23 Ab. g FL 486.73 486•g7 02 TOG 488.64 TC 488.42 TC 488. TC 488.18 TC 487.75 TC 487.29 BG 3C d.. a 485• d? 487.06 R / F 19 TC 487.95 16 TC 487.47 TC 487.39 TOG 487.44 TC a INV 487.06 16 TC 487.82 TC 487.71 886 19 a d 8 \ TC 488.66 TC 488.60 C 488.51 TC 488.33 TC 488.13 TC 488.04 - i .� ., ,a, a ,� --^ ." 9.83' � .b\ �.'•�- � ••'' • ,� �'� /a' nn � . •� "' r,'7< '48�1� � o•. 486.60 43.60' �% %f'�/Yi !� �• •95.00' X5.00 `/ :• a ra �� 488.14 b 487.81 487.63 487.49 �k87 3�J/ s: b� / ' 487.00 Q , \ 103 a //, F =' i n �'a. 487.1 F� FS :g i �i� /i -d S . i i• •' i i FS -GB FS-_ _ES_- FS -GB , r�1 TOG 488.37 488.23 : n N 487.91 fl'' 488.07 N FS �.GB TVA 493.97 \ 488.61 i� ' . I : 1 p 19 w b\ Q 488.02 TW 494.40 �ii'oo. r7 FS b� INV 486.79 o FS= B �' FL -GB s�' .6 R . ,�• ' TF 486.64 n co. � FS -GB rn TF 48$.40 sn : a «� ¢ a' 4 ° I- FG 488.5 CL M .. ad rn a ,.j TW. • 495'.30.e ' ' rry FG 488.9 1 ° ..a wry d I ,TF 4$'7.97 4 Q 4 , 488'.521 486.15 16 (� ° 1 O/° a N 489.31 489. 8. 488.25 - ° •Q •6" M d FSd~ �3 INV D=0.2' I 489.20 Iy"4_FS `' a . d w 488.60 FL -GB Vis. a . d r `� a• FF -489.0 a si FL -GB , �, PE=488.5488.67 .. '§•F -9489.5$`• ii U ar FL-GB10 . •� ° FS r GBb� rn 4 I ' 487'.11 a oCOo TW 494.90 g 488.62 1 1 488.97 �;`-�88.9n 488.39 M . 2% FS 489.72.•. _ FL FS -GB y--- , -f INV,, ° r�i TF 488.90 TW 494.40 486.29 \ \ �_ � , \ 1 `y �F=4, .40 FG 489.4 1 �. TF 488.40 INV 488.52 a 41% 0 S 489.97 1. 4 p r �� TtiV 496.64 -4' t 1.62% FS 6 48925 1 489.43 TW 495.30 FG 488.9 488.98 FS -GB a. FF=487.60 , \� 0 , \, TF 489.30 489.88 487.20 a FS -GB TW 494.40 «{ 4 FS c _ 488.58 � C11 O PE=487.1 FG 490.6 FS 489.88 (d N 1 INV �'' FG 489.27 488.30 6 TF 488.40 b� ' 1 _ FS -GB o r� \ ' FS -GB 4$9.48 2% FL FG 488.9 N ° 488.87 � "0 1 14 T' S 489.50 489.57 -� 2.22% ---t \ \ TW 495.30 FS a TW 495.30 a , , PUE FL -HP � °• FS TF 487.30 � 489.07 488.20o , 5 R ° TF 487.97 I 489.10 ° 486.43 tP, 274 '" 1 0 FS - o ° FL -HP 488.67 41, 489.93 `�� ' - FG 489.5 C FL -HP FG 489.3 INV 0 MADIERA FS 0 FS 489.97 I o I ° 489.57 0 0 489.07 - o o� TW 494.00 a \ 10' n TOG 489.80 489.97 489.37 FS • `r' FS I O FG 488.5 16 pUE 40' FS o 275 TW 494.64 PLAN 1A , \ 10 oI TF 486.64 FF=489.00 - 4d 5, 0 18 INV 489.00 FS o L 489.57 M A D I E R A I� I FS A 6.1 5.5' A PLAN 2BR 10 r-5) FG 488.4 PE -488.5 0 277 PLAN 3C FF=489.40 10.3' o. QO- o ,,� 487.28 o PE=488.9 0 MADIERA 9 INV FF=489.90 0 488.51 �I 0 Pg 0 5' PE=489.4 488.90 ri FL 489.07 489.07 0 488.67 0; 487.30 a• ° PLAN 4 D 8 .77 489.57 FL "� FS FS ,I 488.67 F5 FIL 110' FF=490.30 489.97 4 8 FS rnl 488.67 a, 489.97 I FL ® �4 FS d \ PE=489.8 FS 489.57 a a n [� 9 -, FS d a N •aa' 489.07 � a .d d 4 � 489.97 - I 10 FS 3 n :. I 488.33 « N °. 1 �S \ • b� A • '� a a a FS FL o a 489.26 , s N m ' a. 6 487.11 487.95 ° r� I FL civ i �' 489.5d' a ., ° . a . ° ' a • ' 8 R P_ 3 �, �• o. FL -HP 0 I ° 488.60 INV 0 487.86 4 488.85 FL 488.57 488.46 r a FF=491.10 487.98 �...' a a �` I / FS 18 TOG 488.20 / 488 46 4 FS FS 4 a 1 INV 489.49 4 489.35 FL -HP , PE=490.6 I INV o FS FS INV 487.40 0.50% ^ ° TOG 489.05 489.73 TOG 488.76 489.10 0.50%L TW 493.97 `• a n � \ 18 4 FS 18 FL -HP ,. Q INV 488.25 INV 487.96 487.30 \ ` \ 488.10 0 50� TF 48 8.5 c 0.50 INV 0.50 FG 488.5 ° �. °. a t \ INV 0`50% 0.50% i� .� 4 d 48 S25 00 TW 496.64 ' TF 489.30 FG 489.8 � _ d 4 TW 494.64 1 TW 493.97 ��\.. 1 TW 495.97 1 TW 495.30 1 01' 484.79 TW 496.64 7 95.00' TF 487.97 TF 489.30 301 TF 489.30 FG 489.4 TF 487.30 TF 487. a TF 4 9.6 dol FG 489.8 95.00' FG 489.4 FG 488.9 g8 78' FG 488.9 FG 488.5 FS 119.58' FG 488.5 e Q° 1501p0' TW 496.64 110.00' TW 495.97,1 -'**' 95.97 FG 488.7 112.11' FG 488.7 FG 488.4 273 0 �\ o 174.63' FG 491.1 3 TF 489.30 TF 488.64 ® FF=488.90 h 4 , 6 FG 491.1 259 FG 490.0 PE=488.4 FF=491.60 FF=489.20 FF=487.10 ° PE=491.1 FF=490.50 pE=488.7PE=486 a N PE=490.0 y .6 C 487.91 ° a °488.21 °' ' U FS -GB p. a:FS < n�9% a O O 4 �m v m > ° e I I i � Alert DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG NO. REVISIONS APPROVED I DATE a.. LO a � � N n V M O 8 N fA O d n w 0 J SCALE 1"=20' LEGEND v m CITY/COUNTY LIMIT LINE ° U a N ° --� - PROPOSED RIGHT-OF-WAY ° C E - PROPOSED CENTERLINE E 0 487.17 TW 495.97 FS ° PROPOSED PUBLIC UTILITY EASEMENT TF 488.64 CONSTRUCTION NOTES PROPOSED � WEDGE CURB AND GUTTER FG 490.0 e' O1 CONSTRUCT GARDEN WALL PER CITY OF LA QUINTA N O PROPOSED GARDEN WALL 16 BUILDING & SAFETY STANDARDS, SEE LANDSCAPE PLANS FOR DETAILS. SEE LANDSCAPE PLANS FOR DETAILS °a a E E 6 o°j. , ® CONSTRUCT 4" THICK P.C.C. DWY / SLAB - -- -w- - -EXISTING WATER MAIN ° 00 eRo�Ess/oN - - 00 CO q� O CONSTRUCT 6" THICK P.C.C. DWY APPROACH -s- - -EXISTING SEWER MAIN o Li- Ld 486.76 ���� 00��1 s � � © PROVIDE DRAINAGE SWALE OPENIING PER DETAIL ON SHEET 6. j PROPOSED FIRE HYDRANT TC g ss. `� e ti LU C26401 m ®INSTALL THROUGH THE CURB DRAIN PER DETAIL ON SHEET 6. PROPOSED WATER METER v 4A.04 TC 486 90 Exp. 3-31-08 10 INSTALL 4" PVC DRAIN PIPE. EXTENDED FOOTING 1�S 56' 14.40' FL 486.10 0 7239, p 4 4" THICK P.C.C. DWY /SLAB C 16 INSTALL TRAP FENCE. SEE LANSCAPE PLANS FOR DETAILS. 0 o BC -GB g86 © Copyright 2006 � C / V \ �' ��� SS �� 9 Q. 18 INSTALL (1) 6" AREA DRAIN, (1) 6" TO 4" REDUCER, (1) 4" PVC 90' BEND. 50 'o� 6" THICK P.C.C. DWY APPROACH s All Rights long, Inc �� OF CAL\FO SEE DETAIL ON SHEET 7. U g 19 INSTALL BUBBLER BOX DRAIN. SEE DETAIL ON SHEET 7. 12 2 1/2" A.C. PAVEMENT OVER COMPACTED NATIVE SOIL zQ Z PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGN BY APPROVED BY CITY OF LA QUINTA r l,A BENCHCITY OF 1 �j�e QUINTA' CALIFORNIA SHEET LTING, INC' MARK INDIO BM #99 ELEV. 499.71 26401 VH L.•r/ I 1 N LOCATION DRAWN BY GRIFFIN RANCH ASSOCIATES, INC. R.R. SPIKE IN P/P AT NORTHWEST COR. AVE. 50 AND SIGNATURE ING VH TRACT NO. 32879 OF DATE o LING ® LAND SURVEYMONROE STREET. (NVGD 29, 500.00 ADDED TO MAINTAIN ROBERT S. SMITH TIMOTHY R. JONASSON, P.E. DATE U POSITIVE ELEVATIONS). CHECK BY vCHO MIRAGE m CA 92270 PUBLIC WORKS/CITY ENGINEER MODEL PRECISE GRADING PLAN - LOTS 274-277 RSS R.C.E. 45843 EXPIRES 12/31/06 PORTION OF N 1/2 OF SEC. 15, T. 6 S., R. 7 E., S.B.M. SHEETS PROVED FOR PERMITTING TOM HARTUNG DATE BUILDING & SAFETY DIRECTOR CITY OF LA QUINTA 5 FF=4 7.6 TW 482.4 PE= 870.. o FG 485 76 3oq 486.6 T d01 T 8S 43 05co 9 , 7 G 4 7g �� 1 486.6 ryy 94. coo , TF 87 43 dol FG 488, 408 301 q 54 FF=487.10 N dol PE=486.6 / 301 �r 7j5.44' w 55 t� ^'joy - CO co, ocO 6g Tpy TF 483 70 TW 492.43 FF=484.40 °� �fi 48� 0g FG FG 486 43 FG 484 8 TF 482.43 PE -483.9 301 G 488.4 487.5 38 / Toe 55 484.8 FG 483.9 301 dol � 4 9 FF -485.30 FG dos 115.55' 70p PE=484.$ Qi n% Co/ / 9 v�^ /N� 486 1 301 dol TW 491.76 C'V,TF 483.76 C��� o a�� tJ cb��� 486033 Top Top 301 dol 75.16 FG 486.1 FG 85.6 1 34.01 FG 487.5 TW 492.43 Q ���� ° 4 /N!/ 48 o TF 484. 73.47' 3 01' FG 486.1 1 492.43 88 48 8� FG 486.43 1 TF 484.43 TW 491.76 487.50 ° a 60 486.60 FG 486.60 TF 484.43 TP _ 6 c� FG 486.1 -' c� � TP � ,� o .a r • . 0 g0 487.37 X487.5 © 486.6 2 TP TP 3 86.60 ° TP . 13 2 TP �� b� ao 2 �cb�rj 488 /ti�88 � <c o� � Qi g ° ooh, �. n\r 13 �w I o N 487.37 i /a �`b ^I 4 o ° °'�. ---\ �j j TP C'8 �o ooQ nj 7 2g• p • /NI' 8 10 4�Qc"/ CLI 10 �� S 4S ?9"�r� J G 7 G 486.48 ! 486.48 Q = 15 N FF=488.00 /� ° o �cb�� ���c`� :` 6 4 I <' ho rn PE=487.5 N LL FF=487.10 0 270 259 \ �`� 47.>• ° �^ CO�ir1PANIA L89q. \ 48ss7 N 38 48> ;b ���� ,jco 487.06 PE -486.6 710 b ' A85g? FF=486.60 FF=486.1 �g 4j �Gj V V p J 48> FS3> :A 19 Q TP 487.01 �P PE=486.1 PLAN 3CR 488 .'" v I F<� 70 487.03 � PE=485. cC -•• �FSS 4> �� .C9 487.29 C TP 486.50 610 y `n FF=488.90 c8 4 \_ Q / 6 �- 4 TP TP G18 �'� P 486.38 486.10 486.15 �� INC �P 487.91 49: 13 TP % PE=488.4 / N 487.26 TP TP 1 FS -GB a . a o v 4 FS ?3• s .. TP c.;� �� G26 �k C23 8 01 1.^?,\ / 8S G9 .. � 486. Z 3 13 c� 485.66 clb 16 > s T [ 1 TP CID N� P X86.37 I'll��. \ L :. T q . q 487.01 16 © © �, TP =, _, 48 25 2 85.98 485.90 ---_ v`� 488 / `I 2 TP L15 0 © '� o T 3 TP r� J TP �- C3 485.60 9 �a .Q F 40 .v.•. .v• ��•• '8f OS p9 883>/ S v... �° "a 2 c� © 485.97 485.80 Q C4 gg5�1 TP a 738 ° \vj S v ��rn FS -TP �' TP 16 s",� TP 485.74 TP 2 v >6, ° : `0 BOTTOM VARIE !'� TP FS`C > >0.Os 485.36 2 2 TP F�9 4 48 n .D ° 486.71 485.40 485 45 C16 260 7 a /�� \ 4 0 �C8C43 �'cS C79 485.80 n�R TP TP ° (P FF=489.20 , , 8\2g 6 F"86>6 x.i (-- ` FL -HP ° 2 C21 o C' PE=488.7 a' C9 16 ► _� \ " 17 03� 4,-/3' 7 485.20 �1 p 16 g ° � '77' •09 P 5 PLANNING & ZONING COMPLIANCE LAS R. EVANS DATE IUNITY DEVELOPMENT DIRECTOR OF LA QUINTA TW 489.76 TF 482.43 FG 3013.9 d01 TW 491.10 \ TF 483.76 \ FG 485.6 1 482 487.17 ?g �G 56.5 / \ 4860.47 481 2 I q FS / ha /6 1g�NV T 6C�48S 7 T 3, \ C15 1.0% 8 L.0 BOTTOM= 2 �v pig �/ �G �g \ C 48 27 67 F<C448S 8 28 -__ -___ _- ._.._ -- � -- ----.. \ FC 8g 366 71 '485.1.9 - - 1. o = in - 48,3487 0% 1.090 F� -- .. "" o `- 482 i^.�� i5f00 55.07' 84.0 38.87 118.53' 4 83.38 F _. . _.._ To 4-84.51 `"- / FL 85.69 _ _ TC 484.79 oo i� 7.0774 q s TCC4 GB19 TC 485.40 TC 485.19 TC 484.97 roam ^o� 1�-> -_• ---- i PRC 84.47 -_ 486.32 '�� s - MO�Al�C C1�C� y --- T -C �V c�Ci 486.82 s - - s s 484.22 � m FL TC _ 14+00 __ S_ - s > s - s d 12-1-00 - s �\ 92.83, �� \ 0� / EC FL 485 9 FC 485.69 '�- - - �_ - - 13+00 - -r`- - - -! -__ _ - s 4> \ / 1-16877. 768 GE? 485.19 - -r---- - r - o - - _ T 3 9 W TC 485 56 ' , S 9 65 5.06 TC 485.51 0.5163 TC 484.97 TC 484.95 TC 484.66 `T 4� ik6 Dov FC 48629 �-- Er -_ TC 485.24 FL 484.47 r, M - rt _ TC 484.37 �_ 7 7 83 j L 485. /9 v 8 __,_- - _w_ ___ w _V4 r1--_ _ ___/0/ 0 S \ 32 •k3 - < CURVE LINE DATA NO. NO. BEARING LENGTH L1 N 58'35'29" E 9.87' L2 N 31'12'25" W 12.98' L3 N 15'24'33" W 24.89' L4 I N 77'10'26" E 12.10' L5 N 82'54'21 " E 12.10' L6 N 06'05'57" W 79.26' L7 N 83'54'03" E 13.00' L8 N 83'54'03" E 13.00' L9 N 06'49'39" E 13.89' L10 N 24'31'36" W 59.18' L11 N 74'35'27" E 12.68' L12 N 15'24'33" W 16.71' L13 N 83'54'03" E 13.00' L14 N 83'54'03" E 13.00' L15 N 06'05'57" W 63.00' L16 N 83'54'03" E 12.86' PLANNING & ZONING COMPLIANCE LAS R. EVANS DATE IUNITY DEVELOPMENT DIRECTOR OF LA QUINTA TW 489.76 TF 482.43 FG 3013.9 d01 TW 491.10 \ TF 483.76 \ FG 485.6 1 482 487.17 ?g �G 56.5 / \ 4860.47 481 2 I q FS / ha /6 1g�NV T 6C�48S 7 T 3, \ C15 1.0% 8 L.0 BOTTOM= 2 �v pig �/ �G �g \ C 48 27 67 F<C448S 8 28 -__ -___ _- ._.._ -- � -- ----.. \ FC 8g 366 71 '485.1.9 - - 1. o = in - 48,3487 0% 1.090 F� -- .. "" o `- 482 i^.�� i5f00 55.07' 84.0 38.87 118.53' 4 83.38 F _. . _.._ To 4-84.51 `"- / FL 85.69 _ _ TC 484.79 oo i� 7.0774 q s TCC4 GB19 TC 485.40 TC 485.19 TC 484.97 roam ^o� 1�-> -_• ---- i PRC 84.47 -_ 486.32 '�� s - MO�Al�C C1�C� y --- T -C �V c�Ci 486.82 s - - s s 484.22 � m FL TC _ 14+00 __ S_ - s > s - s d 12-1-00 - s �\ 92.83, �� \ 0� / EC FL 485 9 FC 485.69 '�- - - �_ - - 13+00 - -r`- - - -! -__ _ - s 4> \ / 1-16877. 768 GE? 485.19 - -r---- - r - o - - _ T 3 9 W TC 485 56 ' , S 9 65 5.06 TC 485.51 0.5163 TC 484.97 TC 484.95 TC 484.66 `T 4� ik6 Dov FC 48629 �-- Er -_ TC 485.24 FL 484.47 r, M - rt _ TC 484.37 �_ 7 7 83 j L 485. /9 v 8 __,_- - _w_ ___ w _V4 r1--_ _ ___/0/ 0 S \ 32 •k3 - < 8.15' t _ 1 .08' ��\, - T484,08 4 \\ 1 1 1.92' LA CONSTRUCTION NOTES \ \ O141 CONSTRUCT GARDEN WALL PER CITY OF LA QUINTA " ` \��\ 708 5 0 7827 ; 9c 4;3 BUILDING & SAFETY STANDARDS, SEE LANDSCAPE PLANS FOR DETAILS. - q 7.° `\ `R 76 O2 INSTALL REDWOOD HEADER. � o O3 INSTALL TEMPORARY WHEEL STOP /-Y-< ® CONSTRUCT 4" THICK P.C.C. DWY / SLAB \ �\ �� Lf O5 CONSTRUCT 6" THICK P.C.C. DWY APPROACH �' z © CURVE DATA NO. DELTA RADIUS LENGTH TANGENT C2 104'11'44" 80.00' 145.48' 102.76' C3 15'37'17" 200.00' 54.53' 27.43' C4 11'50'10" 86.80' 17.93' 9.00' C5 74'55'51" 5.00' 6.54' 3.83' C6 90'12'06" 5.00' 7.87' 5.02' C7 74'112'09" 64.86' 84.00' 49.06' C8 185'43'58" 5.61' 18.19' -- C9 180'00'06" 5.00' 15.71' -- C10 39'32'30" 70.60' 48.72' 25.38' C11 38'34'38" 55.59' 37.43' 19.46' C12 73'35'06" 5.71' 7.33' 4.27' C13 05'28'34" 31.81' 3.04' 1.52' C14 87'03'57" 50.00' 75.98' 47.50' C15 23'20'58" 450.00' 183.39' 92.98' C16 13'14'03" 176.00' 40.65' 20.42' C17 101'59'08" 56.00' 99.68' 69.14' C18 27'31'41" 26.60' 12.78' 6.52' C19 62'30'39" 16.00' 17.46' 9.71' C20 78'36'56" 26.00' 35.67' 21.29' C21 21'14'20" 426.00' 157.91' 79.87' C22 112'05'39" 16.00' 31.30' 23.76' C23 72'28'22" 20.86' 26.39' 15.29' C24 78'25'34" 5.00' 6.84' 4.08' C25 09'18'36" 162.00' 26.32' 13.19' C26 180'00'00" 5.00' 15.71' -- C27 96'25'24" 5.00' 8.41' Q 8.15' t _ 1 .08' ��\, - T484,08 4 \\ 1 1 1.92' LA CONSTRUCTION NOTES \ \ O141 CONSTRUCT GARDEN WALL PER CITY OF LA QUINTA " ` \��\ 708 5 0 7827 ; 9c 4;3 BUILDING & SAFETY STANDARDS, SEE LANDSCAPE PLANS FOR DETAILS. - q 7.° `\ `R 76 O2 INSTALL REDWOOD HEADER. � o O3 INSTALL TEMPORARY WHEEL STOP /-Y-< ® CONSTRUCT 4" THICK P.C.C. DWY / SLAB \ �\ �� Lf O5 CONSTRUCT 6" THICK P.C.C. DWY APPROACH �' z © LEGEND PROVIDE DRAINAGE SWALE OPENIING PER DETAIL ON SHEET 6. CITY/COUNTY LIMIT LINE 7� WALL FOOTING TRANSITION PROPOSED RIGHT-OF-WAY ® INSTALL THROUGH THE CURB DRAIN PER DETAIL ON SHEET 6. - PROPOSED CENTERLINE O9 ADA VAN PARKING SIGN -SEE DETAIL ON SHEET 6. - PROPOSED PUBLIC UTILITY EASEMENT 10 INSTALL 4" PVC DRAIN PIPE. 11 - ADA PARKING SIGN -SEE DETAIL ON SHEET 6.NNW, PROPOSED WEDGE CURB AND GUTTER O PROPOSED GAR EN OR 12 2 1/2" A.C. PAVEMENT OVER COMPACTED NATIVE SOIL. SEES LANDSCAPED PLANSLFOR DETAILS 13 INSTALL 4" WIDE DOUBLE HAIRPIN WHITE STRIPING PER DETAIL ON SHEET 6. - -Vr- - EXISTING WATER MAIN 0' 20' 40' 60' 80' 14 CONSTRUCT EXTENDED FOOTING PER DERAIL ON SHEET 6. - - -s- - -EXISTING SEWER MAIN Q�pFESS/pNq 15 CONSTRUCT ACCESSIBILITY RAMP WITH PARKING SPACE PER DETAIL ON SHEET 6. PROPOSED FIRE HYDRANT SCALE 1"=20' C o� 16 INSTALL TRAP FENCE. SEE LANSCAPE PLANS FOR DETAILS. ® PROPOSED WATER METER COQ, ti 2 17 INSTALL 6" WIDE N.D.S. DURA -SLOPE DRAIN CHANNEL 14 ������ EXTENDED FOOTING wC26401 WITH METAL COVER OR APPROVED EQUAL. o ®�-� 4" THICK P.C.C. DWY /SLAB Exp. 3-31-08 18 INSTALL (1) 6" AREA DRAIN, (1) 6" TO 4" REDUCER, (1) 4" PVC 90' BEND. O5 ;; %,' / 6" THICK P.C.C. DWY APPROACH 9 Copyright 2006 C Q SEE DETAIL ON SHEET 7. j i q�F 19 INSTALL BUBBLER BOX DRAIN. SEE DETAIL ON SHEET 7. 12 �� 2 1/2" A.C. PAVEMENT OVER COMPACTED NATIVE SOIL ASA R ghts Consu(Reserved OF CAI.��O� A TSU ►�+T•���± INC.CH MSA �01V INDIO BM X99 499.71 PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGN BY APPROVED BY CITY OF LA QUIN APPROVED DATE 1V�.�A �7 V 1..111V �I� 1�1 ELEV. VH MARK 26401 MAINIERO, SMITH & ASSOCIATES, INC. LOCATION R.R. SPIKE IN P/P AT NORTHWEST COR. AVE. 50 AND SIGNATURE DRAWN BY PLANNING a CMI. ENGINEERING m LAND SURVEYING MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN ROBERT S. SMITH DATE VH POSITIVE ELEVATIONS). CHECK BY TIMOTHY R. JONASSON, P.E. DATE 34200 BOB HOPE DRIVE 1w RANCHO MIRAGE in CA 92270 I PUBLIC WORKS/CITY ENGINEER TF.T.R.PT- mm. (76M ';70-9811 0 FAX (7601 323-7893 RSS R.C.E. 45843 EXPIRES 12/31/06 a Aik1 GRIFFIN RANCH TRACT NO. 32879 MODEL PRECISE GRADING PLAN - LOTS 269-273 PORTION OF N 1/2 OF SEC. 15, T. 6 S., R. 7 E., S.B.M. SHEET a 5 OF 7 SHEETS < F.L. OF PIPE 1" MIN. SIDEWALK VARIES VARIES ABOVE GUTTER V I FLOW LINE R/W INVERT ELEV. 2% PER PLAN -' INVERT ELEV. PER PLAN V 3" MIN. P.V.C. (SCHEDULE 40) 3" MIN. RECTANGULAR CAST IRON PIPE 4" MIN. ROUND CAST IRON PIPE INSTALL POLYETHYLENE PLASTIC JOINT (THROUGH 8" CURB ONLY) MATERIAL "QUICK JOINT" OR EQUAL F 4" 2" MIN. 2" MIN. O 2"MIN. CURB FACE t _ 9" --� 6"—i — 9'1-1 FLOWLIN SECTION V—V NOTE: DRAINS 4" AND LARGER TO BE CONSTRUCTED THROUGH 8" MINIMUM CURBING UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. SEE STD 307 FOR CURB TRANSITION, WHEN THE DRAIN IS TO BE INSTALLED THROUGH EXISTING CURBING, THE CURB SHALL BE CORE DRILLED. THROUGH THE CURD DRAIN DETAIL(8) N.T.S. 0.30 BACK YARD - BLOCK WALL Q OMIT ONE BLOCK AT SWALE FLOWLINE FLOWLINE OF PROPOSED AT WALL SWALE TO PROVIDE OUTLET WALL FOOTING FOR YARD DRAINAGE TYPICAL SIDE YARD WALL OPENING DETAIL(6) N.T.S. 1 PROPERTY �Q�� LINE�� Q AIAI 7' 7' z' uini rv,"r. 1% MIN. UNAUTHORIZED VEHICLES NOT DISPLAYING DISTPIGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR DISABLED PERSONS WILL BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT w � OR BY TELEPHONING Mme, 70 SQ. INCH ACCESSIBIL SIGN PER SEC. 11298.5 z DO TYP. PAVEMENT SYMBOL—� PER SEC. 112913.5 BLUE BACKGROUND WHITE OUTLINE AND SYMBOL (TYPICAL) TO TOP OF WALKING SURFACE F ACCESSIBLE DETAILHANDICAPPED PARKING H1 STALL SIGNAGE O `,`j NOTE: SHADED AREA OF RAMP MUST ' HAVE DETECTABLE WARNING SURFACE WHEN SURFACE SLOPES ARE BELOW ACCESSIBILITY DAMP WITH PARKING SPACE 6.67% PLAN VIEW 15 MIN. z ; ;, \.,� `n' o 2;1 MAX NOT TO SCALE P/L, R/W B.O.C. 10' PUE PUE SECTION A—A I TYPICAL GARDEN WALL SIDE YARD DETAIL 2' BENCH (FE'S DO NOT EXCEED1'_D� VERTICAL DIFFERENTIAL) PROPERTY TY Tw I 1 — SEE PLAN N.T.S. f ,L X I i I FG t (SEE PLAN) Mph z V. WEDGE CURB -\ 0.30' V�."A��;7� MIN. MIN. 1 MAX FUTURE PAD (SEE PLAN �7\'i 9' MIN. ir (SEE PLAN)'\\"\'\ oto m © Copyright 2006 SECTION E®E MSA Consulting, Inc. SIDE YARD TO STREET DETAIL All Rights Reserved N.T.S. BENCH INbi� BM ;;79j 99 ELEV. 499.71 PREPARED UNDER THE DIRECT SUPE MARK LOCATION R.R. SPIKE IN P/P AT NORTHWEST COR. AVE. 50 AND SIGNATURE MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN ROBERT S. SMITH POSITIVE ELEVATIONS). F PROPERTY -w x-2:1 Olt/ Fy SECTION I°°: GARDEN WALL SIDE w C26401 m N.T.S. CC Exp. 3-31-08 C q�F O/z R.C.E. NO. DESIGN BY APPROVED BY CITY OF LA QUIN 26401 VH DRAWN BY DATE VH CHECK BY TIMOTHY R. JONASSON, P.E. DATE PUBLIC WORKS/CITY ENGINEER RSS R.C.E. 45843 EXPIRES 12/31/06 FOR PERMITTING NG & ZONING COMPLIANCE DOUGLAS R. EVANS DATE COMMUNITY DEVELOPMENT DIRECTOR CITY OF LA QUINTA 4 LEGEND UNAUTHORIZED VEHICLES CITY/COUNTY LIMIT LINE NOT DISPLAYING ' --- ---- PROPOSED RIGHT—OF—WAY PLACARDS — PROPOSED CENTERLINE VAN ACCESSIBLE — PROPOSED PUBLIC UTILITY EASEMENT PL OR LICENSE PLATES ISSUED R LICENSE O PROPOSED GARDEN WALL FOR DISABLED PERSONS SEE LANDSCAPE PLANS FOR DETAILS c — —w— — — EXISTING WATER MAIN WILL BE TOWED AWAY PROPOSED FIRE HYDRANT C c ® PROPOSED WATER METER AT OWNER'S EXPENSE. EXTENDED FOOTING G> 80" MIN. FOR 4" THICK P.C.C. DWY / SLAB TOWED ICLES MAY BE RECLAIMED AT 6" THICK P.C.C. DWY APPROACH c FREE STANDING V� CONSTRICTION NOTES a 36" MIN. FOR OR BY TELEPHONING WALL MOUNTED TO TOP OF WALKING SURFACE F ACCESSIBLE DETAILHANDICAPPED PARKING H1 STALL SIGNAGE O `,`j NOTE: SHADED AREA OF RAMP MUST ' HAVE DETECTABLE WARNING SURFACE WHEN SURFACE SLOPES ARE BELOW ACCESSIBILITY DAMP WITH PARKING SPACE 6.67% PLAN VIEW 15 MIN. z ; ;, \.,� `n' o 2;1 MAX NOT TO SCALE P/L, R/W B.O.C. 10' PUE PUE SECTION A—A I TYPICAL GARDEN WALL SIDE YARD DETAIL 2' BENCH (FE'S DO NOT EXCEED1'_D� VERTICAL DIFFERENTIAL) PROPERTY TY Tw I 1 — SEE PLAN N.T.S. f ,L X I i I FG t (SEE PLAN) Mph z V. WEDGE CURB -\ 0.30' V�."A��;7� MIN. MIN. 1 MAX FUTURE PAD (SEE PLAN �7\'i 9' MIN. ir (SEE PLAN)'\\"\'\ oto m © Copyright 2006 SECTION E®E MSA Consulting, Inc. SIDE YARD TO STREET DETAIL All Rights Reserved N.T.S. BENCH INbi� BM ;;79j 99 ELEV. 499.71 PREPARED UNDER THE DIRECT SUPE MARK LOCATION R.R. SPIKE IN P/P AT NORTHWEST COR. AVE. 50 AND SIGNATURE MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN ROBERT S. SMITH POSITIVE ELEVATIONS). F PROPERTY -w x-2:1 Olt/ Fy SECTION I°°: GARDEN WALL SIDE w C26401 m N.T.S. CC Exp. 3-31-08 C q�F O/z R.C.E. NO. DESIGN BY APPROVED BY CITY OF LA QUIN 26401 VH DRAWN BY DATE VH CHECK BY TIMOTHY R. JONASSON, P.E. DATE PUBLIC WORKS/CITY ENGINEER RSS R.C.E. 45843 EXPIRES 12/31/06 FOR PERMITTING NG & ZONING COMPLIANCE DOUGLAS R. EVANS DATE COMMUNITY DEVELOPMENT DIRECTOR CITY OF LA QUINTA 4 LEGEND CITY/COUNTY LIMIT LINE ' --- ---- PROPOSED RIGHT—OF—WAY t — PROPOSED CENTERLINE — PROPOSED PUBLIC UTILITY EASEMENT PROPOSED WEDGE CURB AND GUTTER O PROPOSED GARDEN WALL SEE LANDSCAPE PLANS FOR DETAILS c — —w— — — EXISTING WATER MAIN — — s— — EXISTING SEWER MAIN PROPOSED FIRE HYDRANT C c ® PROPOSED WATER METER C, ? EXTENDED FOOTING G> 4" THICK P.C.C. DWY / SLAB s 6" THICK P.C.C. DWY APPROACH c C 12 �� 2 1/2" A.C. PAVEMENT OVER COMPACTED NATIVE SOIL CONSTRICTION NOTES a O CONSTRUCT GARDEN WALL PER CITY OF LA QUINTA BUILDING & SAFETY STANDARDS, SEE LANDSCAPE PLANS FOR DETAILS. INSTALL REDWOOD HEADER. r ® CONSTRUCT 4" THICK PCC DWY / SLAB a © PROVIDE DRAINAGE SWALE OPENIING PER DETAIL ON SHEET 6. ® INSTALL THROUGH THE CURB DRAIN PER DETAIL ON SHEET 6. i O9 ADA VAN PARKING SIGN—SEE DETAIL ON SHEET 6. a IL. 11 ADA PARKING SIGN—SEE DETAIL ON SHEET 6. a 12 2 1/2" A.C. PAVEMENT OVER COMPACTED NATIVE SOIL. 'c L 13 INSTALL 4" WIDE DOUBLE HAIRPIN WHITE STRIPING PER DETAIL ON SHEET 6. t 15 CONSTRUCT ACCESSIBILITY RAMP WITH PARKING SPACE PER DETAIL ON SHEET 6. 5 c. L d CITY O LA QUINTA, CALIFORNIA SHEET LL t GRIFFIN RANCID TRACT NO. 32879 OF MODEL PRECISE GRADING PLAN - DETAIL SHEET 1 7a PORTION OF N 1/2 OF SEC. 15, T. 6 S., R. 7 E., S.B.M. SHEETS U C _C C O U Q c 0 0 N n Q U Q 200 400 600 800, SCALE 1"=200' 41- March 27, 2006