Loading...
PG2019-0002CITY OF LA QUINTA GENERAL NOTES IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA 1. ANY GRADING PERFORMED TO ESTABLISH OR RE-ESTABLISH THE BUILDING PAD ELEVATION SHALL BE PERFORMED IN ACCORDANCE WITH THE APPROVED ROUGH GRADING PLAN AND A SEPARATE PERMIT ISSUED BY THE LA QUINTA PUBLIC WORKS DEPARTMENT. 2. THE CONTRACTOR IS AUTHORIZED TO PROCEED WITH THE FINE GRADING ACTIVITY RELATED TO ELEVATIONS SHOWN ON THIS PLAN, ON ANY SPECIFIC LOT ON THE PLAN, ONLY IF, A VALID BUILDING PERMIT HAS N08 BEEN ISSUED BY THE LA QUINTA BUILDING & SAFETY DEPARTMENT FOR CONSTRUCTION OF THE PRIMARY TRA C T MA P STRUCTURE ON THAT PARTICULAR LOT. 3. A SEPARATE PERMIT SHALL BE OBTAINED FROM THE LA QUINTA BUILDING & SAFETY DEPARTMENT FOR ANY BLOCK WALLS SHOWN ON THIS PLAN. 4. THIS PLAN IS FOR ON -LOT CONSTRUCTION USE ONLY. ALL OFF -LOT CONSTRUCTION ACTIVITY, SUCH AS DRIVEWAY APPROACHES OR OTHER IMPROVEMENTS IN THE STREET RIGHT OF WAY, SHALL BE PERFORMED PHA SE 8 PRECISE GRADING PLAN BY SEPARATE PLANS AND PERMIT ISSUED BY THE LA QUINTA PUBLIC WORKS DEPARTMENT. 5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS. 6. THE CONTRACTOR, AND ITS SUBCONTRACTORS, ARE RESPONSIBLE FOR ENSURING THE DRAINAGE CONCEPT SHOWN ON THIS PLAN IS NOT COMPROMISED BY LANDSCAPING FEATURES OR OTHER APPURTENANCES NOT SHOWN ON THIS PLAN. 7. AFTER CLEARING PLANT GROWTH AND OTHER DELETERIOUS MATERIAL FROM THE BUILDING PAD, THE L 0 TS 170 172 AND 255 GROUND SURFACE WITHIN THE BUILDING ENVELOPE SHALL BE SCARIFIED TO A MINIMUM OF 6" AND THEN z z o FF (SEE PLAN) COMPACTED TO NINETY PERCENT (90%) RELATIVE DENSITY PER A.S.T.M. SPECIFICATIONS. o � w PE (SEE PLAN) 8. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE o $ PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE PERFORMED BY AN f- z APPROPRIATELY REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. o w o ?g 9. ALL STREETS, PUBLIC OR PRIVATE, SHALL BE CLEANED DAILY OF DIRT, MUD, AND DEBRIS DEPOSITS c~n = RESULTING FROM ANY ACTIVITY RELATED TO CONSTRUCTION OCCURRING ON THE LOTS SHOWN ON THIS wo \ ?y , \\\,Og PLAN. CLEANING SHALL BE PERFORMED TO THE SATISFACTION OF THE BUILDING OFFICIAL OR CITY Q N O ENGINEER. = w a w 10. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. ovo ,X 11. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS: EXTENDED FOOTING DETAIL/ OCTOBER 1 TO APRIL 30: MONDAY-FRIDAY 7:00 AM TO 5:30 PM SATURDAY 8:00 AM TO 5:00 PM NTS MAY 1 TO SEPTEMBER 30: MONDAY-FRIDAY 6:00 AM TO 7:00 PM SATURDAY 8:00 AM TO 5:00 PM LOT 'B'- LOT 'B• WORK IS PROHIBITED ON SUNDAYS AND FEDERAL HOLIDAYS. — --- LM. CONSTRUCTION NOTES AND QUANTITY ESTIMATE LOT •AH' •A0' 287 288 LOT THE CONSTRUCTION NOTES AND QUANTITY ESTIMATES ARE SHOWN PER EACH CONSTRUCTION PHASE 288 WELL SITE THROUGHOUT THIS PLAN SET. 1 285 CANANERO CIRCLE NOTE TO CONTRACTOR- QUANTITY ESTIMATE / 48 MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE / PLANS, EXCEPT THAT ALL SUCH FIGURES, INCLUDING ALL EARTHWORK QUANTITIES, ARE PRELIMINARY 284 291 290 289 49 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 292 BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME W 2 OF CONSTRUCTION. 283 0 47 289 EARTHWORK ESTIMATE 1 0 293 300 50 FOR PERMIT PURPOSES ONLY 1 O 298 DONALI 9-TREE' 282 cc TOTAL CUT (RAW): 300 C.Y. O Z TOTAL FILL (RAW): 300 C.Y. ¢ 294 301 46 THE ABOVE QUANTITIES ARE BASED ON AN ASSUMED 75 CY PER LOT > 281 Q 297 O 51 3 FROM TRENCHING AND DETAILED GRADING. U W 302 295 NOTE TO CONTRACTOR- GEOTECHNICAL RECOMMENDATIONS I 2 28O 296 THE ABOVE NUMBERS DO NOT INCLUDE SHRINKAGE OR SUBSIDENCE FACTORS. THE SOILS REPORT INDICATES I LL 52 45 A PRELIMINARY RANGE OF 20% TO 25% FOR SHRINKAGE AND 0.1' TO 0.3' FOR SUBSIDENCE. WITH THESE LCL 303 FACTORS APPLIED IT WILL AFFECT THE CUT/FILL ESTIMATE. IT IS ALSO UNDERSTOOD THAT ACTUAL FIELD G/qC CONDITIONS DURING SITE GRADING CAN AND WILL ALSO AFFECT THESE ESTIMATED QUANTITIES. 279 OMO yyAY 4 278 UTILITIES 277 44 F 276 WATER COACHELLA VALLEY WATER DISTRICT (760) 398-2651 W W I 275 274 SEWER COACHELLA VALLEY WATER DISTRICT (760) 398-2651 Q 53 ELECTRIC IMPERIAL IRRIGATION DISTRICT (800) 303-7756 co 258 5 GAS THE GAS COMPANY (800) 427-2200 z 259 I I 43 TELEPHONE VERIZON (800) 483-5000 O 260 Q CABLE T.V. TIME WARNER (760) 340-1312 0 MONARC NOS 273 W USA UNDERGROUND SERVICE ALERT (800) 227-2600 256 C//�C�E 54 :r HT CD 42 NOTE TO CONTRACTOR- EXISTING UTILITIES • 261 a THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM A REVIEW OF 268 6 AVAILABLE RECORD DATA. WHILE DUE CARE WAS TAKEN IN PREPARATION OF THIS INFORMATION, MSA W J 272 CONSULTING, INC. CANNOT AND DOES NOT GUARANTEE THE ACCURACY NOR THE COMPLETENESS OF THE 255 INFORMATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY cc W 55 ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS OF ALL EXISTING UTILITIES BEFORE I U ( 262 267 V 41 COMMENCING WORK. 254 O V 271 THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH RESULT FROM r0 I p HIS FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR = 263 0)SHALL POTHOLE PROPOSED CROSSINGS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND SHALL VERIFY 4 1 = 40 THEIR HORIZONTAL AND VERTICAL LOCATIONS. IN THE EVENT, DURING CONSTRUCTION, THAT UNKNOWN • ¢ 286 270 01 UTILITIES OR UNKNOWN STRUCTURES ARE FOUND AT UNEXPECTED ELEVATIONS OR LOCATIONS, MSA ' I 253 N cc 56 CONSULTING, INC. IS TO BE NOTIFIED OF SUCH CONDITION AT ONCE. MSA CONSULTING, INC. WILL MAKE REQUIRED DESIGN CHANGES AND THE CONTRACTOR AGREES TO COMPLETE ALL WORK, INCLUDING REPAIRS 264 Z REQUIRED, IN AN EXPEDITIOUS MANNER. THE CONTRACTOR FURTHER AGREES TO PURSUE DILIGENTLY THE 285 Z �P) PY 269 COMPLETION OF SAID WORK. 252 OFF\N ANY DISCREPANCY BETWEEN THE PLANS AND FIELD SHALL BE BROUGHT TO THE ATTENTION OF MSA SEA HE J G� CONSULTING, INC. THE CONTRACTOR SHALL NOTIFY MSA CONSULTING, INC. PRIOR TO POTHOLING. IF RO CIRCLE NECESSARY, MSA CONSULTING, INC. SHALL REVISE THE PLANS. THE CONTRACTOR SHALL BEGIN CONSTRUCTION AFTER REVISIONS ARE APPROVED. 251 2so NOTE TO CONTRACTOR- SITE CONDITIONS CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITION DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT APPLIES CONTINUOUSLY AND IS NOT LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR ALSO AGREES TO DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE MSA CONSULTING, ABBREVIATIONS INC., HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR MSA CONSULTING, INC. E EAST INV INVERT NJ NORTH L.F. LINEAL FEET NOTE TO CONTRACTOR, EXISTING SURVEY MONUMENTS S SOUTH LP LOW POINT THE CONTRACTOR IS TO USE HIS OR HER BEST EFFORTS TO MAINTAIN THE INTEGRITY AND LOCATION OF THE W AC WEST ASPHALT CONCRETE MAX. MIN. MAXIMUM MINIMUM EXISTING SURVEY MONUMENTS SHOWN ON THESE PLANS. IF FOR ANY REASON THE CONTRACTOR BC BEGINNING OF CURVE MOC MID -POINT OF CURVE INADVERTENTLY DAMAGES OR NEEDS TO REMOVE AN EXISTING SURVEY MONUMENT DURING CONSTRUCTION, IT BCC BEGIN CURB RETURN NG NATURAL GROUND IS THE CONTRACTOR'S RESPONSIBILITY TO SECURE THE SERVICES OF A LICENSED SURVEYOR PRIOR TO BOC BACK OF CURB N.T.S. NOT SCALE REMOVAL AND OR REPLACEMENT OF THE EXISTING MONUMENT. BSL BUILDING SETBACK LINE P/L PROPERTY LINE C/L CENTERLINE PCC POINT OF COMPOUND CURVE NOTE TO CONTRACTOR- DRAINAGE INTEGRITY C&G CURB AND GUTTER PE PAD ELEVATION THIS GRADING PLAN PROVIDES FOR SIDE YARD AND REAR YARD DRAINAGE OF EACH LOT IN ACCORDANCE C.B. CATCH BASIN PIG POINT OF INTERSECTION/GUTTER FL WITH THE FLOWLINES SHOWN. IT IS THE DEVELOPER'S RESPONSIBILITY TO ENSURE THAT THE SWALES ARE C.Y. CUBIC YARDS POC POINT ON CURVE CONSTRUCTED BY THE GRADING CONTRACTOR OR LANDSCAPE CONTRACTOR IN ACCORDANCE WITH THE D DWG. DEPTH DRAWING PRC PROP. POINT OF REVERSE CURVE PROPOSED APPROVED GRADING PLAN AND THAT THE INTEGRITY OF THE SWALES IS MAINTAINED. THIS PRECLUDES THE DWY DRIVEWAY PUE PUBLIC UTILITY EASEMENT CONSTRUCTION OF BLOCK WALLS, FENCES, PATIOS, OR OTHER STRUCTURES ACROSS FLOWLINES WITHOUT EA. EACH PVMT PAVEMENT PROVISIONS FOR APPROPRIATE OPENINGS. MSA CONSULTING, INC. ASSUMES NO RESPONSIBILITY FOR EC END OF CURVE R/W RIGHT OF WAY ALTERATIONS IN THE DRAINAGE SYSTEM CAUSED BY ANY SUCH STRUCTURES OR OTHER GRADING ECR END CURB RETURN S.F. SQUARE FEET MODIFICATIONS MADE BY THE DEVELOPER, HIS SUBCONTRACTOR, OR THE PROPERTY OWNER. EP EDGE OF PAVEMENT S/W SIDEWALK NUISANCE WATER DISCLAIMER NOTE- EXMT EA TC TOP TOP OF CURB EXCESSIVE OVER -IRRIGATION OF LANDSCAPING, IF IT PERSISTS, CAN POTENTIALLY RESULT IN DAMAGE TO OR FF FINISHED FLOOR TF TOP OF FOOTING FAILURE OF DRYWELLS, RETENTION BASINS, HARDSCAPE OR PAVEMENT. THE DESIGN SHOWN HEREIN IS FL FLOWLINE TOG TOP OF GRATE INTENDED TO COMPLY WITH AGENCY REQUIREMENTS, INDUSTRY STANDARDS AND LOCAL CONDITIONS BASED FG FINISHED GRADE TP TOP OF PAVEMENT UPON INFORMATION AVAILABLE TO THE DESIGN ENGINEER, ASSUMING RESPONSIBLE MAINTENANCE ON THE FS FINISHED SURFACE TRW TOP OF RETAINING WALL PART OF THE PROPERTY OWNER OR ASSOCIATION. IT IS RECOMMENDED THAT THE DEVELOPER INCORPORATE GB GRADE BREAK TW TOP OF WALL INTO FUTURE CC&R'S ENFORCEABLE RESTRICTIONS AGAINST OVER -WATERING BY FUTURE RESIDENTS. GF GARAGE FLOOR TYP. TYPICAL HP HIGH POINT 0 PORTIONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. PREPARED FOR- LENNAR COMMUNITIES, INC. 980 MONTECITO DRIVE, SUITE 302 CORONA, CALIFORNIA 92879 (951) 817-3663 LL AVENUE 51 w zoo' -- U) - ZWI- in AVENUE 52 z 0 w Ld AVENUE 53 LU � w w of a v~i` AVENUE 54 N w bi w SaITE 0Cr w z o AVENUE 'OR� z IITY MAP o AIRPORT BLVD Q I� NTS PRECISE GRADING LEGEND INDICATES CENTERLINE INDICATES RIGHT-OF-WAY - - - INDICATES EXISTING CURB AND GUTTER INDICATES EXISTING WALL INDICATES EXISTING UTILITY LINE W: WATER MAIN, S: SEWER MAIN, --� -� -� — INDICATES CONSTRUCT GRADED SWALE - -- Top --- -- - - INDICATES EXISTING TOP OF SLOPE - - O --------------- INDICATES EXISTING TOE OF SLOPE -----------------------o INDICATES PROPOSED STORM DRAIN INDICATES PROPOSED GARDEN BLOCK WALL INDICATES CONSTRUCT PCC CONCRETE 7 9 10 11 12 13 29 138 39 / 68 135 134 133 132 131 38 37 36 35 34 33 32 31 30 ti0,9 137 MACBETH STREET 67 yy 138 ��� 139 140 141 142 143 144 MERV GRIFFIN WAY 16 �� 57 58 63 66 155 20�� / 59 60 61 62 64 6b / 109 152 RECREATION / 233 179 156 RETENTION 215 154 153 LOT 'AU' Uj 234 214 213 212 202 201 191 190 180 y 178 ` ;0� a � 157 � . STORM CAT COURT � NJ' ~ IU ~ 216 y n 200 192 181 5 1 ; 10 235 N 211 203 v 189 177 163 151 217 219 G 7 yo 0 158 164 a J 218 N r0 O O 3: 150 145 ¢ 236 10 �p << C I ¢ w —LOT 20 19 18 17 16 15 14 'ROVED FOR PERMITTING PLANNING & ZONING COMPLIANCE IES WIATRA DATE CHERI FLORES DATE LDING OFFICIAL PLANNING MANAGER ( OF LA QUINTA CITY OF LA QUINTA E TYPICAL STREET SECTION (EXISTING PRIVATE STREET) NTS GARDEN WALL �Q�� LOT 'C' 6"x8"x16"PRECISION BLOCK Q`� 3 76 77 78 79 80 81 LOT 'AR' WELL SITE HAFLINGER WAY 21783 — — _ 84 97 96 82 Fc 075 W - - - - 22 > 98 2:95 93 92 85 10- n w 0 ed a Y 74 99 Q CHq/��. OMIT ONE HALF BLOCK AT SWALE FLOWLINE IN INCREMENTS AS z_ FL SEE PLAN WALL FOOTING N C�. 86 NECESSARY TO PROVIDE EMERGENCY - S1 OUTLET FOR YARD DRAINAGE. 6" MIN. N 23 100 M, 94 OPENING WITH 2" MIN. COVER OVER 87 TOP OF FOOTING 73 TYPICAL SIDE YARD 90 o WALL OPENING DETAIL 24 101 pggk 89 88 srgq NT 102 SCAPE AREAS: 12"0 ROUND 1 72 103 DRIVE w METAL GRATE PER LANDSCAPE 104 CCI ARCHITECT'S PLANS. 25 112 105 106 I LA TOG SEE PN 6" LANDSCAPE AREAS: NOS NO. 14 ROUND GRATE OR APPROVED EQUAL. 111 Q 0.59; MIN. 0.5% MIN. qq ApM%gq� 110 109 107 26 71 113 pq/VF 108 ccREDUCER IF REQUIRED/\\ \j� PIPE RISER z 114 > w m 115 j\ j \, PLASTIC ELBOW \\ g 116 117lie \\ ��// OR PLASTIC TEE //� a 27 124 ' >- 70 a i n ,AI ¢ 123 122 121 120 119 z LIL M 28 / L / 125 126 AN_O_W AR COURT f? 69 127 128 129 130 8 230 220 '3 m 229 210 204 F 199 193 O 188 182 n o OG C 170 159 162 185 I v a 149 z 146 a C 231 228 227 209 205 A 198 194 187 183 175 160 161 166 Q Q 148 147 221 < T HUNGER GULCF► GULCH WAY Wq Y THUNDER 226 226 232 224 22S 222 208 207 206 197 190 195 186 185 184 174 173 172 171 170 189 108 167 0' A.r v SHEET 2 FEMA- INDEX MAP Dig1,% a f e I y THE PROJECT IS COVERED BY FIRM PANEL NUMBER 06065C2263G. THE PANEL IS NOT PRINTED, INDICATING NO SPECIAL FLOOD HAZARD AREAS. 0200' 400' 600' 800' DIG ALERT DIAL TOLL FREE NOTE- PERMITS '" 1-800-227-2600 SEPARATE PERMITS FROM THE BUILDING AND SAFETY DEPARTMENT SCALE 1 "=200' Q R SHALL BE REQUIRED FOR ALL WALLS. AT LEAST TWO DAYS BEFORE YOU DIG NOTE- CONCRETE BASIS OF BEARING a ALL CONCRETE WORK SHALL CONFORM TO CITY OF LA QUINTA © Copyright 2019 THE BASIS OF BEARING FOR THIS SURVEY IS THE EASTERLY LINE OF THE SOUTHEAST 1/4 OF SECTION STANDARD DRAWING NO. 200 AND THE GEOTECHNICAL REPORT, MSA Consulting, Inc. 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M., AS ESTABLISHED PER CORS STATIONS WIDC AND COTD UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA INCLUDING ALL ADDENDUMS. All Rights Reserved TAKEN AS: N 02'03'38" W (NAD 83 CA ZONE 6 DATUM). NO, REVISIONS APPROVED DATE BENCH INDIO BM 899 1 ELEV. 499.71 PREPARED UNDER THE DIRECT SUPER' MSA MARK LOCATION R.R SPIKE IM P/P AT NORTHWEST COR. AVE. 50 AND SIGNATURE (96 > PLANNING > CIVIL ENGINEERING > LAND SURVEYING MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN JULIAN A. DE LA TORRE 34200 Bob Hope Drive, Rancho Mirage, CA 92270 POSITIVE ELEVATIONS). R.C.E. 43880 EXPIRES 6/30/19 760.320.9811 msaconsultinginc.com 6P OpIFESS/ON, DE L 4 rod co Jv 99 w C43880 m Exp. 6-30-19 9,F OF CAL��DQ INDEX OF SHEETS SHEET DESCRIPTION 1 2 COVER SHEET LOTS 170-172 AND 255 310N OF I R.C.E. NO. DESIGNED B APPROVED BY CITY OF SMS 43880 DRAWN BY SMS DATE CHECKED BY Z I $/i / CITY ENGINEER 1 JAB R.C.E. 49418 EXPIRES INV SEE PLAN LANDSCAPE AREA DRAIN DETAIL/ NTS 9" SQUARE DRAIN (OPEN BOTTOM) OR APPROVED EQUAL WITH STD. H-20 RATED GRATE TC SEE PLAN TC = TOG 11%- MIN OR 6" PVC SDR oo._\> JNV 35 (1 % MIN) iv SEE PLAN EMOVABLE GEOTEXTILE FABRIC FOR EASIER CLEANING 3/8" TO 3/4" WASHED ROCK 12" 12"X12"X12" THICK GEOTEXTILE FABRIC BUBBLER SYSTEM (SPEE-D BASINS NTS �M 2 2 -S 0 FF / \/\\/\/x/�/ /i, /i,�ii�/i GARAGE STOOP PATIO CONCRETE LANDINGS NTS (RUIN I A CITY OF LA QUINTA, CALIFORNIA Z 12.0 /t9 TRACT NO. 32879 - GRIFFIN RANCH DATE PHASE 8 - PRECISE GRADING PLAN COVER SHEET /30/20 PORTIONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. SHEET 1 OF 2 SHEETS pG, 2vo/9 - 000 2 FOR PERMITTING & ZONING COMPLIANCE 29 00 8+00 �- TC 466.56 • r. (466.62 (as6.51) nTOG 466.73 ii EX. BLOCK WALL TV 475.40 TRW 470.41 TF (467.50) R ra 469.10 FL -HP TLII mn�m ..-'_ .------- _ , 511 - i 7,54/ 31 +00 ■rr IIII �L 2 JAMES WIATRAK DATE CHERI FLORES D T BUILDING OFFICIAL PLANNING MANAGER CITY OF LA QUINTA CITY OF LA QUINTA 496 - - ". EX. BLOCK TW 496.60 -.-_ -. TF 488.40 C WALL 489.00 aan n 117.00' �a„ n / Tw (Aar, EX. BLOCK WALL TW 496.00 TF 488.67 TW 496.00 _ TF 488.67 13 00 C 489.7P0 �► FL-H EX. BLOCK YWALL p I TOG 489.40 TOG 489.40 p j INV 488.07 5 5 INV 488.07 -I T, A 6 -L=107.00' LOT 255 S 00% :I s1.21� PLAN 5B T, FF 490.67 CHIMNEY PE 490.0 f _I O N I 490.47 490.47 490.47 "� 2 Ti 17.17' FS FS FS a) N 490.12 't LL. FS 490.32 r� FS 7 N 4 I 12 ° ° a FL HP 490.23 490.31 TW 496.60 I 70F 489.S FS 490.19 490.27 m 3 TF 489.2 FL-HP FS FS g II ° •: J i 489.83 c7Y GF 490.10 8: I FS TW 496.00 TW 496.00 TF 488.67 I TF 488.67 3 �. i TW 496.00 TF 488.00 0.5% FL-.70 HP LO F- .. E- E- E-- .. La ri 489.36 TW 496.00 LI FL-GB TF 488.00 10S 84' 4$9.11 A I :h @ i I N i I I I: I I 10' I� I I. I .rn I I� . TW 496.60 I, 489.27 TC 488.67 TC 488.79 TOG 4i INV 48 SEA HERO CIRCLE 14+00 400w_ 0 P I L CONSTRUCTION NOTES QUANTITY ESTIMATE TW SEE PLAN SIDEYARD WALL: TF5R PERMIT PURPOSES ONLY a 8"x8"xl6" PRECISION P/L O1 CONSTRUCT 4" THICK P.C.C. DRIVEWAY 2,391 SF I BLOCK GARDEN WALL 3' MIN 2' 2' 3' MIN TV I O2 CONSTRUCT 4" THICK P.C.C. CONCRETE SLAB / WALK 6,897 SF o SEE PLAN I 3 in EX. 5' VIEW i O CONSTRUCT 6"x8"x16" PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT 550 LF a l FENCE o Z w I O4 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET NO. 1 8 EA J 2' MIN. m I cO VARIES m i O5 INSTALL AREA DRAIN PER DETAIL ON SHEEP N0. 1 8 EA w 0 O6 INSTALL 4" PVC (SDR-35) PIPE AT 1 % MIN SLOPE 836 LF PAD ELEV FINISHED w Z a (HIGH SIDE) FLOOR a I P/L 7O INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 1 8 EA PAD ELEV FINISHED _ " (LOW SIDE) Tp79° - TO 20%- TRW I k O8 CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET NO. 1 72 LF FLOOR N FINISHED 00 (SEE PLAN VARIES 2' MIN. ' 4 EX. RETAINING a -2� T�0.3'\\\\ \ \\� FLOOR I WALL m 20� �0 \/,\/i; /i, MIN i///////% ° PAD ELEV NOTE TO CONTRACTOR QUANTITY ESTIMATE RETAINING WALL a n 29° TO - %--,� EX. DRAINAGE o _ I EX. BLOCK WALL MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE REQUIRED IF \/\/\ \ 20� 2' /y I PLANS, EXCEPT THAT ALL SUCH FIGURES, INCLUDING ALL EARTHWORK QUANTITIES, ARE PRELIMINARY a / " a\%\\ // /j\j/\// �0 //\//\ . _ CHANNEL a_ 0.3' \\ a I \ MORE THAN 12 /\\ \ l\ \\/ \ \\/\\/ co ESTIMATES AND FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREPARE MIN /\\ \\\ /\ \ \ \// 0 3, ,//�/i//� I EX. GOLFHIS OWN QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA CONSULTING, INC. SHALL NOT TF SEE PLAN i��/i��/i��/i��/i MIN '"" %COURSE. _ f BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME \/I f I OF CONSTRUCTION. \/\ FINISHED 00 ; I EX. PARKWAY SECTION A -A /jj �r� , ., I FLOOR LANDSCAPING NOTE REGARDING GRADES - PAD ELEV TYPICAL GARDEN WALL SIDE YARD DETAIL �\//\\//\\//\\//�; °.w,:,`` ' a 2� _ ,; UNLESS OTHERWISE STATED: PAD ELEVATIONS DO NOT EXCEED 1' VERTICAL DIFFERENTIAL" \ \ 209 Z /z/' / FINISHED GRADE AROUND BUILDINGS = PE NOTE REGARDING WALL ELEVATIONS ��%��/��/��%�' MIN GARDEN WALL AND GARDEN WALL/RETAINING WALL HEIGHTS SHOWN RELATE TO ADJACENT LOTS AND ARE TF SET AT 6' ABOVE HIGHEST LOT. TOP OF FOOTINGS ARE SEE PLAN SET TO HAVE AT LEAST 6" OF COVER. THE TOP OF WALL ELEVATIONS AND TOP OF FOOTING ELEVATIONS pFESS/ ON THESE PLANS ARE NOT NECESSARILY IN BRICK SECTION B-B SECTION C-C QR oNq INCREMENTS AND MAY HAVE TO BE ADJUSTED IN THE REAR YARD DETAIL REAR YARD DETAIL Q`8 a DE L4 F FIELD TO ACCOMMODATE 6" AND OR 8" BLOCK.ro Dig Alert STRUCTURAL CALCULATIONS PROVIDED BY OTHERS. co ? N.T.S. N.T.S. � w C43880 m m °C Exp. 6-30-19 7D DIAL TOLL FREE 0' 20' 40' 60' 80' Q 1-800-227-2600 `pI / V © Copyright 2019 f Q AT LEAST TWO DAYS MSA Consulting, Inc. F OF CAL\Fp SCALE 1 "=20' BEFORE YOU DIG All Rights Reserved BENCH PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGNED B APPROVED BY CITY OF LA OUINTA SHEET No REVISIONS APPROVED DATE MARK INDIO BM ELEV. 499.71 SMS CITY OF LA QUINTA, CALIFORNIA MSA '.� _ 43880 LOCATION R.R SPIKE IM P/P AT NORTHWEST COR. AVE. 50 AND SIGNATURE DRAWN BY 17 TRACT NO. 32879 - GRIFFIN RANCH 2 > PLANNING > CIVIL ENGINEERING > LAND SURVEYING .71261 1 OF MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN JULIAN A. DE LA TORRE DATE SMS PHASE 8 - PRECISE GRADING PLAN 2 34200 Bob Hope Drive, Rancho Mirage, CA 92270 POSITIVE ELEVATIONS).BR N 760.320.9811 msaconsultinginc.com R.C.E. 43880 EXPIRES 6/30/19 �� �� CHECKED BY CITY ENGINEER DATE LOTS 170-172 AND 255 JAB R.C.E. 49418 EXPIRES 09/30/20 PORTIONS OF THE NORTH HALF OF SECTION 15 TOWNSHIP 6 SOUTH RANGE 7 EAST S.B.M. SHEETS