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27728 - Quarry Maint. FacilityWEAN lDessii(gin ]Dev dlo mlim ty 111nicu = 0 CIVI.L'ENGINE.ERING. ® LAND PLANNING THE QUARRY GOLF MAINTENANCE FACILITY REMODEL HYDROLOGY ANALYSIS The proposed Quarry Golf Course-Maintenance Facility remodel project consists of the addition of several buildings, a new fueling facility, a trash facility and some improved parking. Attached is a site plan showing the proposed project improvements. Also attached is the preliminary grading plan which shows that the existing drainage pattern is not altered. The area of the proposed additional .buildings is presently an impervious hard surface so there is no change in the amount of drainage or the discharge amount. The site development located in the southeastern portion of the site results in an. increased impervious area of 8,025 square feet.. Presently there exists a drywell along with a depressed area used to retain the drainage on -site at this location. The project will-'upgrade the existing drywell to handle the drainage forthe minimal increase in impervious area for the project site. A Maxwell drainage system capable of handling 0.10 CFS of flow will provide the drainage solution for the minimal increase in drainage. A SWPPP is required by the City to be approved prior to permits in order to conform to the NPDES requirement. Attached are details of a sand and oil separator that..will be installed, for the equipment wash area and a detail of an entrapment basin for the chemical mixing area. The previous fuel facility is being replaced by a dual lined tank system with the* design of the fueling facility conforming with-the Health Department and the Fire Department. The improvements proposed by this project do not change the drainage characteristics of the site as previously approved. oe— -- l�l Q�OF ESS11 ' �� o w• wqr �F 1141 N (74-r Nrgiv <E t �-- rT (' 0.2666. m � Lo � *MARCH 31, 2008 t qtr w sr CIVIL a`P qrF OF-CA 81-735 State Highway III SuitE 8 Indio, California 92201 (760) 342-7766 -.Fax (760) 342-7716 , l: Fri 1 Pc DDO DD o4wL I 250PSITLOAD010 -1 3FTEARTH COVER SFTIMTHCOVER 1470 TRAFFIC COVER ;I If II II Till IT if II II Till II 'I 11 11 f1 1111 II IIII � 11 1111 A UPLAN VIEW ==JA SECTION A - A L 1-o IL..,Eqs OUTLET ENO VIEW ROTE I. REFER TO SPECIFIC.TION SHEET NO S-324 REFER TO SPECIFICATION SHEET NO S-!63 3 REFER TO SPECIFICATION 0 5 51 ALL ADDITIONAL DRAWINGS AND SPECIFICATION SWEETS REFER TO MFG. JTHREE COMPARTMENT SAND l GREASE R SI INTERCEPTOT HI T SAMPLE BOX DESIGNED FOR DIRECT '_ 0 2 LO OF TANK SURFACE 30CT 0 THRU 3000 GALLON All C ".0m; od ;7c WIG WL 0 AN .IOX 102 9 901 193-1403 00 3A]) 5 - B2L aaiH 5 PC =..A4 [1-0.1, 1 5 -�i iovl� PUNKIN I I.• 0 W�� � u > o j, cd V) L. 0 2 -d o u ct 0 0 t o c ii I'll SAND AND OIL SFP Ak-0. DETAILS D6.0 15 DETAIL mcome CONCRETE CATCH BASIN TH NO OUTLET SO. G.1' GRATE -OPE CONCRETE SLAB DWARDS CATCH BASIN 14 CATCH BASIN 11 I E X F­ v 1 "=l'— I o" I 0 --1 �(o r ra r -�:itr° K pt �; ; l f 0. 7 tv f / ,i 1 ff i q,I cl i\ X29.41- APPLICANT DESIGN BUILD STRUCTURES. INC 2 P-,. CHARLES McBRIDE 77980 WILDCAT DR., SUITE 2 PALM DESERT, CA 92211 T (760) 772 -0800 F (760) 772 --0823 ENGINEER: W & W DESIGN DEVELOPMENT 79 -440 CORPORATE CENTER DRIVE LA QUINTA, CA 92253 PH: (760)771-6237 FAX:(760)771 -6238 If ` 9. r��l TSW Cl r 1 f.LEGEND •mot . SCALE: 1" = 30' 30 0 30 60 90 MA NTE EXISTING IMPERVIOUS AREA PROPOSED IMPERVIOUS AREA PER PROJECT \Q =4t3 *8'58'x' L ` 129.`0 \3 -;\ �, t _,/,j \ \ R= 1590.00` \\ T =64.55 Nom_ l x \ , f, g FS INN \ h \ ,,1 7.9 / g \� \ \\ \\ t0 ~ REMOVEfEX. 5�'�r� \�\ \ \ �\ -,\ 16.00 \ \ ,. PAVEMENT ) r, \ \' \ _� _ x FSt 18.20 y/h407 19:80 ~s \� 18.1 N�; TSW , FS t 18.30 -t 17:70 1 F63 f \ OSO, \\ \K� `, \\ x0.4 MOVE x. I FS FZ% ( 2t� 11 \ \ t,, _ _ \�\ \��\ ,,'WALL- 17 \p 1 I .60 17.80 \ \�\ FS 17.2 REMOVE` 17.80 FS \ 1'5.5 �` \ \ fJ.18 8 : FS 17: IF 0 EX..„ WALL r X FS: ` (15.00) 7.30 '�'��/� 17:1.0 FS \ �4` - '� x t FS 17.30 \ . . FS 16.70 v 7 °7 i FS 1 f, 1 .8 N-REMOVE EX. \ 6.2 18.80' �� . FS I I, PAVEMENT �4� \ 16.70 �, \ \ r ._.' 17.00 1680 \ FS 'I 1\ ` �{ . -� F 16.00 - l 4`\ L IFS FS /;` . \ `\ \ + �` ` \ \; h o \,TSW X17.00 hQ, IFS X I .4 �\\ �, �� 16.50 '� `\ -_ \ R __ \DZ3 \� \- 1 EX. C &G \1.7:80,. °` _FS ��cu�' \ , ,.. i `.L141.33' , , ` FS _ 1 �%� -241 O.OQ•, \\ \ i �( X c t 8� T= 70 g \ \\ - v 14 -E�X . WALL - '\,.1rt � � ` / ! i ��� .. Y`-.. ,/� ' l� f � ` `\'- ` � _,,• \� 1 ` " f'"\ :,, •4 ^" .3 x � \ t Sic\ RET #: LLx IN A 7;" 2 ,/i \ 'L � ,- • �,��ti�s \♦ _.� \ �.' 1 '�'r `�•,, _ " 7.•' •,�.r, .,= �;.�'\ � \.�: , ` . .RIDGE LINE `\ ;,\�,, \\\,' \, ,.°' \� `• �`__ ,_, h >. JS %tr!' y CURB ,RE 0 I \ \\ ` ,_� \ / \ _ EX. WALL M ��- �•. \ 1 .\ \�' \ \.` ;` '. I \ EX. WALL \ 1 . •.� ''''� \ \\ x 1 '\ \ �\1:,� �\ \\` ` \\ \\ ��� I� j ~✓ 1 � � � \ Jj' �a~,� � - '�� � ` Yt tl' S� � t Y r •rS I � \ \\ \> \\ � \ '4V `� \ \',\\' \ �_ ,�\ ( DF � C &G \ I 1 ;' - \\. \ \� EXISTING `Y LL-, 4`5 Q'• 13' i �1 �: , r . ,V..,. - .� i \. \ `--'` \ * \ \• ��..,. 1,,,�\\ - .` ..r 5 \ \ CREXSS ' PROP. � j0. i �l r'318150i\e \\ �\ �'GU�TER ;, 4` 'j 1 Cf1RB�/' -� � � X'I "7.� `�� `���\�� \\ -`lam _ X � I f I \1.T Tip E _ y \- \, WALL \ .� E °t.' �S�•,,., i .%� L\ ii° , �I i \ .Y ! � `� i iir ` �� `•- \. � 1 /� �.\ ,y` ` `. { \ i \ D =€3' , �, i ;.,L• =372.;5`3 \\ Ilk 17 to �'`` �. ~ X' ..T °18s:84O X28.9 8 19 11K NI \ i 1 I ,' REMOVES \" \ �rL '� .\ 'REMOVE } ( '3 th `, \ 1 t el X. CURB.\ /._ `• <� EX: \gURB \ 'EMOV \ - 2- \i N89'39 47 "E 1' , ( x i 23.9 ' �'� CURB ` \ g ♦, \ - r PROPVSED t I I , / 20 2 RET. WALL tir'ya 1 2. ;' I t F \ REMOVE Jt. EX ;WALL- ?<3 I` \\\.�. EX. -`=" \ ! /` ��,\ '�' >; C o 1 ",`1`I �t `._ - r-' ..1, r1 /T� f' .', � `/ •` 1 I L �• � `Z `\ \;\, Y XK rl f 1�'ttTOTBE PRO E.P.` \ ` 1 , --b/ w ZKK �:i1 \" REMOV�Q t REMOVE a EX. CURB CDs ,i L \ .-�_ \ \• \ � c Tyr \j:. I t i GJI _? �__ :a 1.50 1.00 r \, A�r �rU C ni I ADD\/ \�i i 1'd 1) .; 1 FS o FS ! PRO i pSED� \ t+ r I i != VICTIAIf' 1' PRELIMINARY RET. 18.5 LA I UINTA, A� •`,... _i ,1 � 1 ' ' ? ! w �'�;� ~�"� -� x2 ��1' �. I I z n FOR: DESIGN BUILD STRUCTURES INC. LA QUINTA, CALIFORNIA r� , 1 ,