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PG2017-0016, PG2017-0023CITY OF LA QUINTA GENERAL NOTES IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA FZ [PLANNING & ZONING 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 PERMITISSUED BY THE LA QUINTA PUBLIC WORKS DEPARTMENT. 2. THE CONTRACTOR IS AUTHORIZED TO PROCEED WITH THE FINE GRADING ACTIVITY RELATED TO ELEVATIONS A-M"rISHOWN ON THIS PLAN, ON ANY SPECIFIC LOT ON THE PLAN, ONLY IF, A VALID BUILDING PERMIT HAS BEEN ISSUED BY THE LA QUINTA BUILDING & SAFETY DEPARTMENT FOR CONSTRUCTION OF THE PRIMARY DATE ABRIEL PERSTRUCTURE ON THAT PARTICULAR LOT. L LANNING MAN ER G 3. A SEPARATE PERMIT SHALL BE OBTAINED FROM THE LA QUINTA BUILDING & SAFETY DEPARTMENT FOR TA ITY OF LA QUINTA 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 PHASE 2 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, THELOTS 127? 128? 173? 174? 184? 230? AND 231 GROUND SURFACE WITHIN THE BUILDING ENVELOPE SHALL BE SCARIFIED TO A MINIMUM OF 6" AND THEN COMPACTED TO NINETY PERCENT (90%) RELATIVE DENSITY PER A.S.T.M. SPECIFICATIONS. 8. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE PERFORMED BY AN APPROPRIATELY REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. 9. ALL STREETS, PUBLIC OR PRIVATE, SHALL BE CLEANED DAILY OF DIRT, MUD, AND DEBRIS DEPOSITS RESULTING FROM ANY ACTIVITY RELATED TO CONSTRUCTION OCCURRING ON THE LOTS SHOWN ON THIS PLAN. CLEANING SHALL BE PERFORMED TO THE SATISFACTION OF THE BUILDING OFFICIAL OR CITY ENGINEER. 10. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. 11. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS: OCTOBER 1 TO APRIL 30: MONDAY-FRIDAY 7:00 AM TO 5:30 PM SATURDAY 8:00 AM TO 5:00 PM MAY 1 TO SEPTEMBER 30: MONDAY-FRIDAY 6:00 AM TO 7:00 PM SATURDAY 8:00 AM TO 5:00 PM WORK IS PROHIBITED ON SUNDAYS AND FEDERAL HOLIDAYS. CONSTRUCTION NOTES AND QUANTITY ESTIMATE THE CONSTRUCTION NOTES AND QUANTITY ESTIMATES ARE SHOWN PER EACH CONSTRUCTION PHASE E 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 11,9511 817-3663 "il TYPICAL STREET SECTION LOT °C" LOT "C" (EXISTING PRIVATE STREET) _ _ GARDEN WALL �. 55 " LOT- AK` P/L NTS 6"x8"x16"PRECISION Q TW SEE PLAN SIDEYARD WALL: BLOCK 3 LOT "AR" O 76 77 78 79 80 81 WELL SITE BLOCKIGARDENCI AL a 20 > ¢ — ° 3' MIN 2' 2' 3' MIN HAFLINGER WAY � THROUGHOUT THIS PLAN SET. O 21 /� o Z '-�/ NOTE TO CONTRACTOR, QUANTITY ESTIMATE 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 BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME OF CONSTRUCTION. AVENUE 51 �'.. w 0�-- ~� V) -' N AVENUE 52 z 0 AVENUE 53 w w w � � AVENUE 54 ww w wo it Oo SITE z a o n AVENU LL 97 96 82 83 84 m Cr 75 J 19 ¢w 00 m 22 ¢ 98 Cr 93 92 85 0 w w r J PAD ELEV FINISHED BOLD RULER WAY 74 CHq (HIGH SIDE) F 99 f NT 86 z OMIT ONE HAL EARTHWORK ESTIMATE `� c� PAD ELEV m ' FLOWUNE IN FOR PERMIT PURPOSES ONLY Y 91 (LOW SIDE) TO TO 20X NECESSARY TO 23 C FLOOR a VA ,g 21: AA VA VA FINISHED Q FOOTING TOTAL CUT (RAW): 375 C.Y. 18 100 Q 94 87 ///\///V ; y V/ V/j^/j//�//„ OUTLET FOR YARD D \i\\ OPENING WITH 2" MIN. COVER OVER TOTAL FILL (RAW): 375 C.Y. 73 -2% Tp �'y� VA �` ��� ' 0.3'VAV \ TOP OF FOOTING THE ABOVE QUANTITIES ARE BASED ON AN ASSUMED 75 CY PER LOT 90 ��/� �/ �VAVAAV�O ��� /� j/may MIN FROM TRENCHING AND DETAILED GRADING. 101 Oq 89 gg j // /\\j�j /\ TYPICAL SIDE YARD n /i, / / / / / i RETAINING WALL 4 24 RksT `/ / ///� \y; REQUIRED IF WALL OPENING DETAIL w vy� �vv 0.3' /v v; g AAA MORE THAN 12" NTS NOTTHE BE TO OVE CONTRS RACTOR, NOT INCLUDE GEOTECHNIHRINKAGE OR DCAL RECOMMENDATENCE FACTORS. THE SOILS QIIIONS RT INDICATES a' 17 I 72 102 103 '9 DRIVE LU MIN %vv/�i v TF SEE PUN 12"0 ROUND A PRELIMINARY RANGE OF 20% TO 25% FOR SHRINKAGE AND 0.1' TO 0.3' FOR SUBSIDENCE. WITH THESE I of METAL GRATE PER LANDSCAPE FACTORS APPLIED IT WILL AFFECT THE CUT/FILL ESTIMATE. IT IS ALSO UNDERSTOOD THAT ACTUAL FIELD X 112 104 ARCHITECT'S PLANS. CONDITIONS DURING SITE GRADING CAN AND WILL ALSO AFFECT THESE ESTIMATED QUANTITIES. w 25 105 106 In I TYPICAL GARDEN WALL SIDE YARD DETAIL 6" LANDSCAPE AREAS: NOS NO. 14 111 a TOG SEE PLAN ROUND GRATE OR APPROVED EQUAL. 4 wqq 110 (PAD ELEVATIONS DO NOT EXCEED 1' VERTICAL DIFFERENTIAL) UTILITIES t6 q�Miq 109 107 w NTS 0.5% MIN. 0.5% MIN. q� 1os o v `_ WATER COACHELLA VALLEY WATER DISTRICT (760) 398-2651 O/�Y ¢ SEWER COACHELLA VALLEY WATER DISTRICT (760) 398-2651 U. 26 71 113 VF ¢ �/ \ �' ELECTRIC IMPERIAL IRRIGATION DISTRICT (800) 303-7756 114 NOTE REGARDING WALL ELEVATIONS REDUCER IF REQUIRED // \\% PIPE RISER REARYARD WALL: P L GAS THE GAS COMPANY (800) 427-2200 115 / GARDEN WALL AND GARDEN WALL/RETAINING WALL /VA m 116 117 6"xB"x16" PRECISION HEIGHTS SHOWN RELATE TO ADJACENT LOTS AND ARE i PLASTIC ELBOW g TELEPHONE VERIZON (800) 483-5000 S F 118 BLOCK GARDEN WALL � SET AT 6' ABOVE HIGHEST LOT. TOP OF FOOTINGS ARE yam' yv OR PLASTIC TEE ma CABLE T.V. TIME WARNER (760) 340-1312 p i5 124 -i /`/�A - / 1 j USA UNDERGROUND SERVICE ALERT (800) 227-2800 Q 27 123 Q o VARIES 2' MIN. SET TO HAVE AT LEAST 6" OF COVER. THE TOP OF �yvv/iA;; } 70 J WALL ELEVATIONS AND TOP OF FOOTING ELEVATIONS i/1..11c�1 ¢ 122 m ON THESE PLANS ARE NOT NECESSARILY IN BRICK II i11 NOTE TO CONTRACTOR, EXISTING UTILITIES O 3: 121 120 119 INCREMENTS AND MAY HAVE TO BE ADJUSTED IN THE � ,.-7 7-7 THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM A REVIEW OF / Z FIELD TO ACCOMMODATE 6" AND OR 8" BLOCK./.v/�v/ � AVAILABLE RECORD DATA. WHILE DUE CARE WAS TAKEN IN PREPARATION OF THIS INFORMATION, MSA 4 MgN_0_ ii - STRUCTURAL CALCULATIONS PROVIDED BY OTHERS. INV SEE PLAN CONSULTING, INC. CANNOT AND DOES NOT GUARANTEE THE ACCURACY NOR THE COMPLETENESS OF THE 28 �- WAR COURT INFORMATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY 14 / 69 125 126 127 3 LANDSCAPE AREA DRAIN DETAIL ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS OF ALL EXISTING UTILITIES BEFORE 128 COMMENCING WORK. 8 �O �Q 129 130 FINISHED 2' VARIES NTS THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH RESULT FROM p FLOOR BENCH 9" SQUARE DRAIN (OPEN HIS FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR 9 10 11 12 13 S PAD ELEV ) SHALL POTHOLE PROPOSED CROSSINGS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND SHALL VERIFY qAs 29 136 BOTTOM OR APPROVED THEIR HORIZONTAL AND VERTICAL LOCATIONS. IN THE EVENT, DURING CONSTRUCTION, THAT UNKNOWN EQUAL WITH STD. H-20 UTILITIES OR UNKNOWN STRUCTURES ARE FOUND AT UNEXPECTED ELEVATIONS OR LOCATIONS, MSA 68 135 134 �V/ \ \ TO 20z 2'• / V// \\/A RATED GRATE / 132 131 �a\OVA VA \ t0 V AA vA,yA,,A 39 133 j ////i��//vA�/V/ /�//\/// .' .//V% //V/V TC TOG CONSULTING, INC. IS TO BE NOTIFIED OF SUCH CONDITION AT ONCE. MSA CONSULTING, INC. WILL MAKE / 137VA //� vA� i,//�\j,A'A AAjj \�VAj/A ?,•� TC SEE PLAN COMREQUIRED, MIN REQUIRED DESIGN AN EXPEDITIOUS MANNER. THECONTRACTOR CONTRACTOR FURTHER EES TOPA AGRELETE ES TO PURSUEL WORK, CLDI�IGEN ING REPAIRS THE 38 30 ti0 MACBETH STREET\/�A/�A/��A/ MINVAA \j% /VAV�/A Mqk PAD ELEV t� x - — 37 36 35 34 33 32 9T z COMPLETION OF SAID WORK. 31 S �� 139 %V��{ /��A��V� \'��///� \ (SEE PLAN)TT OF j//AA/A�jAA/AAAVAA CONSULTING, INC. HANY DISCREPANCY EE CONTRACTORWEEN THE �SHALL ONOTIFY MSAFIELD LL BE CONSUL ING,GHNCTOPROR TOTHE A NTION POTHOLIINGM IF 67 FQ� 138 �lv 140 141 142 143 144 v v;�vvv v v v v v� ... y v�iT�v av�yv� NECESSARY, MSA CONSULTING, INC. SHALL REVISE THE PLANS. THE CONTRACTOR SHALL BEGIN MERV GRIFFIN WAY V°y Q'/C��/.��/�/�/��/.v/ ///�//V/�V/jv��VA/VA�VAVA/VAS\�iV/V//� 4" OR 6" PVC SDR CONSTRUCTION AFTER REVISIONS ARE APPROVED. 57 — �- \ INV 35 (1% MIN) o ao 00 s6 155 ��'x TYPICAL GARDEN WALL REAR YARD DETAIL v` SEE PLAN NOTE TO CONTRACTOR, SITE CONDITIONS 58 63 NTS �a v� EMOVABLE GEOTEXTILE FABRIC CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITION / / 59 60 61 62 64 65 O DURING THE COURSE OF CONSTRUCTION OF HIS PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND RECREATION / / oho FOR EASIER CLEANING PROPERTY. THIS REQUIREMENT APPLIES CONTINUOUSLY AND IS NOT LIMITED TO NORMAL WORKING HOURS. 179 G RETENTION ,v�2" �' 32"X T" 3/4" WASHED ROCK THE CONTRACTOR ALSO AGREES TO DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE MSA CONSULTING, / / 233 156 (� 154 153 152 12" 12"X12"X12" THICK INC., HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE 215 LOT "AU° w GEOTEXTILE FABRIC OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER 214 213 212 202 201 191 (A H ABBREVIATIONS OR MSA CONSULTING, INC. 234 190 tso �� 17s 157 ¢ BUBBLER SYSTEM (SPEE-D BASIN) E EAST EP EDGE OF PAVEMENT PCC POINT OF COMPOUND CURVE NTS NOTE TO CONTRACTOR, EXISTING SURVEY MONUMENTS STORM CAT COURT Nj NORTH ESMT. EASEMENT PE PAD ELEVATION �7 n 200 181 C JO � I O W WESTSOUTEX FF FINISHED ISTING PIG POINT OF FLOOR POC POINT ON INTERSECTION/GUTTER FL z THE CONTRACTOR IS TO USE HIS OR HER BEST EFFORTS TO MAINTAIN THE INTEGRITY AND LOCATION OF THE � 216 N 211 203 Y 192 189 to 177 163 151x EXISTING SURVEY MONUMENTS SHOWN ON THESE PLANS. IF FOR ANY REASON THE CONTRACTOR 235 INADVERTENTLY DAMAGES OR NEEDS TO REMOVE AN EXISTING SURVEY MONUMENT DURING CONSTRUCTION, IT 217 21g G y y N1 158 164 Q V AC ASPHALT CONCRETE FL FINISHEE PRC POINT OF REVERSE CURVE �O n BC BEGINNING OF CURVE FG FINISHED GRADE PROP, PROPOSED IS THE CONTRACTOR'S RESPONSIBILITY TO SECURE THE SERVICES OF A LICENSED SURVEYOR PRIOR TO F 218 N r0 O O 150 145 ¢ BCR BEGIN CURB RETURN FS FINISHED SURFACE PUE PUBLIC UTILITY EASEMENT ^M 2 2 REMOVAL AND OR REPLACEMENT OF THE EXISTING MONUMENT. 236 \O 9Q �� C ID_ C BOC BACK OF CURB GB GRADE BREAK PVMT PAVEMENT FF 204 f� 199 193 O 188 182 176 159 162 165 V Z BSL BUILDING SETBACK LINE GF GARAGE FLOOR R/W RIGHT OF WAY 2% MIN. 2% MIN. NOTE TO CONTRACTOR, DRAINAGE INTEGRITY 230 220 ��\ 210 o I� z c/L CENTERLINE HP HIGH POINT S.F. SQUARE FEET —� --� THIS GRADING PLAN PROVIDES FOR SIDE YARD AND REAR YARD DRAINAGE OF EACH LOT IN ACCORDANCE m OO O ¢ I 149 146 O C&G CURB AND GUTTER INV INVERT S/W SIDEWALK -\ WITH THE FLOWLINES SHOWN. IT IS THE DEVELOPER'S RESPONSIBILITY TO ENSURE THAT THE SWALES ARE 229 Gn C 0 C.B. CATCH BASIN L.F. LINEAL FEET TB TOP OF BERM - \\j\\j\\j\\j\\j\\j\\j\ a \\\\\\\\\\\\\\ \\ \\ 228 // //\/G //,\/\/\/ ///\// /i✓//// /,\//// ¢ C.Y. CUBIC YARDS LP LOW POINT TC TOP OF CURB \\ \ CONSTRUCTED BY THE GRADING CONTRACTOR OR LANDSCAPE CONTRACTOR IN ACCORDANCE WITH THE 231 227 205 -I 161 p 198 187 183 160 166 147 D DEPTH MAX. MAXIMUM TF TOP OF FOOTING / APPROVED GRADING PLAN AND THAT THE INTEGRITY OF THE SWALES IS MAINTAINED. THIS PRECLUDES THE 221 209 194 175 ¢L148 DWG. DRAWING MIN. MINIMUM TOG TOP OF GRATE CONSTRUCTION OF BLOCK WALLS, FENCES, PATIOS, OR OTHER STRUCTURES ACROSS FLOWLINES WITHOUT THV DWY DRIVEWAY MOC MID -POINT OF CURVE TP TOP OF PAVEMENT PROVISIONS FOR APPROPRIATE OPENINGS. MSA CONSULTING, INC. ASSUMES NO RESPONSIBILITY FOR NDEGULCH GULCH WAY EA. EACH NG NATURAL GROUND TRW TOP OF RETAINING WALL PATIO R ALTERATIONS IN THE DRAINAGE SYSTEM CAUSED BY ANY SUCH STRUCTURES OR OTHER GRADING Wq y _ _ THUNDER EC END OF CURVE N.T.S. NOT TO SCALE TW TOP OF WALL GARAGE STOOP MODIFICATIONS MADE BY THE DEVELOPER, HIS SUBCONTRACTOR, OR THE PROPERTY OWNER. N @� ECR END CURB RETURN P/L PROPERTY LINE TYP. TYPICAL CONCRETE LANDINGS UISANCE WATER DISCLAIMER NOTE 232 226 225 NTS N z F BLOCK AT SWALE z FL WALL 224 223 222 208 207 206 195 186 174 173 197 196 185 :; 184 172 171 168 167 170 169 EXCESSIVE OVER -IRRIGATION OF LANDSCAPING, IF IT PERSISTS, CAN POTENTIALLY RESULT IN DAMAGE TO OR o PRECISE GRADING LEGEND FAILURE OF DRYWELLS, RETENTION BASINS, HARDSCAPE OR PAVEMENT. THE DESIGN SHOWN HEREIN IS INTENDED TO COMPLY WITH AGENCY REQUIREMENTS, INDUSTRY STANDARDS AND LOCAL CONDITIONS BASED TO THE DESIGN ENGINEER, ASSUMING RESPONSIBLE MAINTENANCE ON THE SHEET 2 — — INDICATES CENTERLINE UPON INFORMATION AVAILABLE PART OF THE PROPERTY OWNER OR ASSOCIATION. IT IS RECOMMENDED THAT THE DEVELOPER INCORPORATE — — INDICATES RIGHT-OF-WAY INTO FUTURE CC&R'S ENFORCEABLE RESTRICTIONS AGAINST OVER -WATERING BY FUTURE RESIDENTS. N D E X M A P INDICATES EXISTING CURB AND GUTTER FEMA' :"—-�—�" s- INDICATES EXISTING WALL THE PROJECT IS COVERED BY FIRM PANEL NUMBER 06065C2263G. 0' 200' 400' 600' 800' —W" ILITY LINE 11NNDIWAATER MATES IN, SG STEW R MAIN, DigS a f e I THE PANEL IS NOT PRINTED, INDICATING NO SPECIAL FLOOD 9 /� OQPOFESS/p^ql P. DE 44 Fyn - - - —> - - - > - - - — INDICATES CONSTRUCT GRADED SWALE HAZARD AREAS. ��Q \pa to DIG ALERT DIAL TOLL FREE NOTE, PERMITS SCALE 1"=200' QR'( 9 C7 ^� -roP-- NDICATES EXISTING TOP OF SLOPE 1-800-227-2600 SEPARATE PERMITS FROM THE BUILDING AND SAFETY DEPARTMENT w C43880 m rn Exp. 6-30-19 m - —TOE o-----------------------o - INDICATES INDICATES EXISTING TOE OF SLOPE PROPOSED STORM DRAIN SHALL BE REQUIRED FOR ALL WALLS. BASIS OF BEARING' � AT LEAST TWO DAYS 7r THE BASIS OF BEARING FOR THIS SURVEY IS THE EASTERLY LINE YS LS INDICATES PROPOSED GARDEN BLOCK WALL BEFORE YOU DIG NOTE -CONCRETE OF THE SOUTHEAST 1/4 OF SECTION 15, TOWNSHIP 6 SOUTH, ox C / y V �P 14 ° °° 771 INDICATES CONSTRUCT PCC CONCRETE ALL CONCRETE WORK SHALL CONFORM TO CITY OF LA QUINTA © Copyright 2017 RANGE 7 EAST, S.B.M., AS ESTABLISHED PER CORS STATIONS WIDC \�OQ? „ , ,,:7 STANDARD DRAWING NO. 200 AND THE GEOTECHNICAL REPORT, MSA Consulting, Inc. ANDDATOTD TAKEN AS: N 02'03'38" W (NAD 83 CA ZONE 6 OF CAL INCLUDING ALL ADDENDUMS. Rights AllBENCH UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA INDIO BM •99 ELEV. 499.71 PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGNED BY APPROVED BY CITY OF LA QUINTA CITY OF LA QUINTA, CALIFORNIA SHEET NO. REVISIONS APPROVED DATE MSA CONSULTING, INC. PLANNING ■ CIVIL ENGINEERING ■ LAND SURVEYING MARK / �-IC 43880 SMS 1 LOCATION P/P COR. AVE. 50 AND DRAWN BY TRACT NO. 32879 - GRIFFIN RANCH R.R SPIKE IM AT NORTHWEST MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN POSITIVE ELEVATIONS). SIGNATURE SMS RY)(N CITY ENGINEER 0 N n DATE PHASE 2 -PRECISE GRADING PLAN COVER SHEET OF 3 34200 BOB HOPE DRIVE ■ RANCHO MIRAGE ■ CA 92270 JULIAN A. DE LA TORRE R.C.E. 43880 EXPIRES 6/30/19 DATE w�10IL.r CHECKED BY TELEPHONE (760) 320-9811 ■ FAX (760) 323-7893 JAB R.C.E. 49418 EXPIRES 09/30/18 PORTIONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. SHEETS REARYARD WALL: BLOCKIGARDEN IWAOLL / [/IT-F W 490.00 VARIES 2' MIN. a BUIRT HANNG NG OFA IAL DATE L�ANRNINGP A 1 Z D TE 4B2.67 ��� m ` ITY OF LA QUINTA CITY OF LA QUI TA 7a ,Ir F9 40 , .��� EX. BLOCK LOOT 216 �� o ) Ir WALL (�i��°®) '.�� a to .". 4' MIN. 478.3 �- TW 484.20 ��`` °z:1 LO r 217 "" r I 2' FG 122 14 TF 477.53 490.00 FINISHEDTRW 44 7. TO��X. BL P �� FLOORTRW 482.20 �� (nt,l�f11]EX. BLOCK TF 483.33 E PWALL TF 4 7.53 r ' OCK � SAD ELEV ° TRW ___.�.„�TO I 0TW 490.00 / //�/ a /� , 20 2 %A yvv �� 7 SE LAN `� F 483.33TF 477.53 N R / v�, TOG 477.50 �(xY I h 3 - TTRW F 482,20 8 , 0 2:1 ��'V% � _ /� ----- R TOP MIN L004 2�� wv a7s.n 2 _ s a7B. PIE (483,.' 40 �8.19 - = 2__� 0.5>z TRW 482.20 i✓ I i ii �A �- 9 478.38 FL�HP L 1.00 6 TF 476.67 i x FS 4 S --_� TF 477.53 RETAINING WALL: - --__ it 478.54 TW 484.20 0 s TOG - , NOTE REGARDING WALL ELEVATIONS- 8"x8"x16" PRECISION �f o TF 477.53 ]Ry ; INV 474 �� i ( GARDEN WALL AND GARDEN WALL/RETAINING WALL / BLOCK GARDEN WALL HEIGHTS SHOWN RELATE TO ADJACENT LOTS AND ARE oo 08 1 477.68r /" SET AT 6' ABOVE HIGHEST LOT. TOP OF FOOTINGS ARE a �R� c+ FSr SET TO HAVE AT LEAST 6" OF COVER. THE TOP OF `��° PAD ELEV 477 90 d o WALL ELEVATIONS AND TOP OF FOOTING ELEVATIONS FG TW 489.40 FL -HP 1.07 47787 'r ( �A/j, SEE PLAN (SEE PLAN) LOT 230 -'�9 � r ` ON THESE PLANS ARE NOT NECESSARILY IN BRICK \\\� r INCREMENTS AND MAY HAVE TO BE ADJUSTED IN THE # PLAN 7C RT 47B.s7 2 _� oar e y,v y v v CHIMNEY FS R'ao� � FIELD TO ACCOMMODATE 6" AND OR 8" BLOCK. FF 478.87 STRUCTURAL CALCULATIONS PROVIDED BY OTHERS. 479.49 4 7 ; if,�r L00 `� 228 PE 478.2 z • "rr o , 12" DRAINSTAR SUB -DRAIN CONTINUOUS �% •i� �® L�,00T' 238 PE (477°�3) 477 73 r I PER NER-569. FOLLOW MFG'S INSTALLATION \ SEE PLAN TF A� RECOMENDATIONS. PROVIDE OUTLET AT LOW \ d r / V i \\ `Mo p° � (�i��,�,`r+ S � ' 477.50 r Cli EX. BLOCK A , '• _ F88.67 S QO%P , g �i i Ili ij\ 0 478.67 r / + - FS k y/, A 28 0 V/< WALL ro� 478.67 it 2 Fs% TYPICAL GARDEN WALL I OFFSET RETAINING WALL DETAIL TW 489.53 L 478.41 i l•` - _. 477.67 FS NTS �}- s�� 467A4 TOG 466.79 IC 7 465 9 TF 482.87■� 46"i 03 . IPN . 478.3 -� .. TOG 477.50 -�- 52 0+ 0 �- - - I - _ _� 1 CH ^� 467.1 1C 42 /- INV 476.17 o. �I 26+00 THUND TQG 82 C `) ro 0 �r FG 4 �:SR� .. 5 L=126.00' ^b` �. r vl n NV 4 5.32 7 4�. C 6S=1.15% �r __n r i4B8.45 NV 4668.38 7 --r- 478.1 �__-- J G TOG 467.36 1 4 C 468. 6 TOG 467.91 7 INV 4 5. 6 _62 29 i t 5R f �,__-_. 7 TC 467.8`�` o �'- _ TW 484.20 _ TC FG TF 477.53 i _-`'� TC 468.02' INV 466.41 - N ►_ �i. TRW 482.20 - 0.51% TOG 467.83 ca I� -___ - TC 468.10 �� 7 6� ar TF 47 .53 -- --� � �i INV 466.3 �. n a O I 3 nn TC, -� I ae 11 - _ - I o 2 - ce 1 469.60 1. 477.90 y� 1 r I �T 34' 110.351 ce - N 5 1 784 n 4 f yii i T ri '°, F•a o I N o a Av. n o 86 o i'c TOG 477.40 4 ^'� FL -HP INV 476.07 LOT 23� . �0.6Y� m N pL I I 46 3 rn 1 n i� ��II••� S ` aL rn o 469.90 i ::• rl�E (683°4) 7 - r� :ro r j M^ 1 471.15 2 N i a o�l 2 1 i to �i 10, o a •'��•: FS I / o0� FS L� 7p.1 ..VL 23.62• / L=118.00� 475.35 n �, n p '0 ^ 469.90 470.34 I. o S-1.14% 6 IN-V T\ TW 47.53 r. ,"t ° d•4 �r 1JW I'�6Fti.i74:11 :j �lo\' ` 4FS71.01 �'(aT� i c7��"I 4 FS i 1 OF 469.90 18.g8• - y TF 477.53 �� v -- jjj �° I FL -HP TW 476.20 �I I� r '8 '� r r 470.2 EX. BLOCK ; F -H 3 4 rEa.(.Ib) TW 476.83 LL OF GF 470.98 7 I _ GF 470.31 TF 468.87 I 46 C 470.17 470.96 ° i 471.27 2 TW 476.80 I q n TW 476.13 FL -HP 4 470.17 470.37 WALL N� y 34.50' FL HP i 4 F G �� 3 TF 469.47 8.5' TW 476.20 3 - F ` 10 I. TW 477.50 470.50 470.67 T TF 468.87 I n rnn rn v n. 6,.50 0 r I ao FG 47 .1 n� N , b q 1 d a i� ~� 0.23 ° TW 475.90 3 l� �Il F - FS �t 478.44 r a a a ao \ TF 470.17 i 471.14 FL -HP �� 47 , 31 lLn ' 4 I 4 8. 9 0l 471.27 ° i FS I I 0.09 I TW 475 FS %i '; 1 \ TOG I 3 �•14 S i 1 FS 47037 0, o rr &ti 5 /• ' IWV 476.22 �� i 11 TW 476.20 469.89 I, 470.12 4 469.60 I 28.33' FS 2. 3 46 .87 II FS FS E� �= L-H i. 469. LOT 231 3mvi,, o'g26 Ba F K I�447464747 7 47 \ i LOT 184 i 470.55 4 469.90 i ii 2 470.32 TF 468.57 II I i' (�, FS 4 5.94 .., o II i1 FS 470.54 FL -HP 12 Jui FS FF 478.77 478.57 20' 41TC I r 73.4g 7 �. ut +, PLAN 3C LT L=as.00' ;: �Fs�_�I - CHIMNEY S 2.769 6 I I N ZPLPE 478.1RT a7241 �� Nv FF 471.47 = ° ° o 6 L=az.00' :J470.67 L=95.00' i ^ :, FS 470.37 o /� PE 470.8 M - I: L=1oo.00' LOT 173 0 1 a ---- �•I 471.27 471.27 I: �I S=2.37% FS S=2.54% 6 I yp j = 1� 1.. T UNID Fs •. ,.. , zss' _ LOT 174 s' � 1 L. 6 L=114.00' s �1 ror� ,ram CHIMNEY r� I C �I L_109.00' ,. .I 5=2.35R - o I I � -1 - S=2.05% !K �^ �� FS8.57 47a.57 N' ' R (a 1 1 �, PFF 4 057T '. 3" w 10 v�r+%� �l�/ 6 S=1.83% PLAN 1XC LT 71 i PE 469.9 �y CHIMNEY L07 T72 �4 t g// _ i� y 2 �I FF 470.87 I I TOG 46s.30 I,(. PE (,689.6) PUE / �1 FS 1.27 _ I CHIMNEY �r=� I 5 I. TOG 469.60 - 1 TOG 469.20 INV 4 7 ., - .. ° 478.57 , 1 _�I _ _ 1 ` CHIMNEY < �'�- 1 I PE 470.2 5 I 1I 5 a70.37 470.37 I _ INV 468.27 471.27 11 FS FS TW 489.80 . ` ° • FS 1 I I TOG 469.60 470.67 470.67 INV 467.87 470.37 FS0.37 11 I TF 4.g.3.1 478.1 I LOT 185 �1 � � T s �� V 471.27 y INV 488.27 FG 478.33 TOG o 3 .1 FS , N , V`u F ` �` INV a7B.34 PE (4�%�°�) F, TRW 478.20 478.33 474. 4 72%....' I . - .: • , �� _ I _ 1 TF 477.53 FS 1°01' N 2 ` w \ p'i TOG 470.20 470.99 5 TOG 470.20 0: I - y ! 478.1 i INV 46 87 5 FS INV 468.87 3 - `' 2 s Q �FG TOG 477.40 5 3 �9• J INV 476.07 475.14/ �..�..�...Cy6%._�.. .�..�6��..�../r F4S70.4 FS0.0 FS0.0 T 470.47 7 TW 484.47 INV 470.50 N F- .. .. R TF 477.13 .- % s 9 c _ FL -HP TW 477.50 469.90 m 469.60 L=1 .07% � 4 477.80 F 470.17 'O TW 476.80 FL -HP n 3 FL -HP 5=115,0 FL -HP 470.8 TW 484.47 TW 485.80 TF 469.47 TF .13 TF 479.13 FG 470.8 FG TW 476.20 468 87 TW 475.90 469.4 N 470.2 469.9 FG9 9 FG 110.00' FG 110.00' eas xqr-- aw, aa.:: ��_we ;. +sp[::�a_,_ xe�:_a wx , + rnw .::.ear -:: aor , i keea t 'r aoz aer x. An -- TW 476.50 WALL LOCK -- - EX. BLOCK _ .� �' WALL TF 470.00 TF (rri8._J,- EX. BLOCK) WALL IF 467.50 WALL� 1� ��� CONSTRUCTION NOTES QUANTITY ESTIMATE 3 FOR PERMIT PURPOSES ONLY E ( 238 1� O CONSTRUCT 4" THICK P.C.C. DRIVEWAY 4,765 SF 1� TW 485.80 �T O2 CONSTRUCT 4" THICK P.C.C. CONCRETE SLAB / WALK 5,567 SF TF 479.13 CONSTRUCT 6"x8"x16" PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT 773 LF N p1�� O4 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET NO. 1 10 EA R O INSTALL AREA DRAIN PER DETAIL ON SHEET NO. 1 11 EA 49 EX. BLOCK O6 INSTALL 4" PVC (SDR-35) PIPE AT 1% MIN SLOPE 1,206 LF ; WALL O7 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 1 10 EA OSAWCUT AND REMOVE EXISTING CURB AND GUTTER AND INSTALL CONCRETE DRIVEWAY APPROACH PER CITY OF LA QUINTA STD. DWG. NO. 221 327 SF TW 48' 9 CONSTRUCT 8"x8"x16" PRECISION BLOCK RETAINING WALL PER SEPARATE PERMIT 306 LF C TF 48. 1�O R.�� A 0 1st SUBSTITUTE MYLAR NOTE TO CONTRACTOR- QUANTITY ESTIMATE a MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE QPOFE8shk THIS MYLAR IS IDENTICAL TO THE OFESS/ V PLANS, EXCEPT THAT ALL SUCH FIGURES, INCLUDING ALL EARTHWORK QUANTITIES, ARE PRELIMINARY pE 41, MYLAR APPROVED BY THE CITY Q� �qC ESTIMATES AND FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREPARE ��Q pap lq , FyC ENGINEER ON 10/14/17, EXCEPT FOR �Q� P pE �4t F o Dig Alert HIS OWN QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA CONSULTING, INC. SHALL NOT 9p a THE REVISIONS NOTED HEREON. g O9 BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME w C43880 m m C7 � `^ m r OF CONSTRUCTION. °C Exp. 6- 80 m ws C43880 a DIAL TOLL FREE NOTE REGARDING GRADES o' 20 ao so' ao' /y 1Q Exp. 6-30-19 o 1_800-227-2600 © Copyright 2017 UNLESS OTHERWISE STATED: sTgr C / y \ Qa�� �i \ sj� C / y AT LEAST TWO DAYS MSA Rights Consulting, erved FINISHED GRADE AROUND BUILDINGS = PE Inc.F OF CA�\FO SCALE 1 "=20' JULIAN A. DEC LA TORRE TF OF CA\-\F-a o BEFORE YOU DIG g T L NO. REVISIONS APPROVED DATE MSA CONSULTING INC. BENCH PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGNED BY APPROVED BY CITY OF LA QUINTA L INDIO BM #99 ELEV. 499.71 SHEET i MARK sN1s CITY OF LA QUINTA, CALIFORNIA PLAtINING ■ Crvn. ENGINEflRIlVG ■ LAND SuxvaYING//,�y 43880 ADDED RETAINING W DETAIL NOTE AND REVISED GRADING FOR LOTS 230 AND 231 LOCATION R.R SPIKE IM P/P AT NORTHWEST COR. AVE. 50 AND SIGNATURE1/`1t DRAWN BY TRACT NO. 32879 -GRIFFIN RANCH 2 `< MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN JULIAN A. DE LA TORRE DATE SMS _ Z % I OF 34200 BOB HOPE Dttrva ■ Rnxcxo MIRAGE ■ CA 92270 POSITIVE ELEVATIONS). PHASE 2 -PRECISE GRADING PLAN 3 R.C.E. 43880 EXPIRES 6/30/19 CHECKED BY BRY MCKINNEY DATE � TELEPHONE (760) 320 9811 ■ FAx (760) 323 7893 111SI17 JAB R CINTEE.I 49418 ENGINEER LOTS EXPIRES 09/30/18 PORTIONS OF THE NORTH HALF 03 SECTION 15,4T0 TOWNSHIP 6 SOOUTH,3RANGE 7 EAST, S.B.M. SHEETS u `PG2ol 7 - 0023 TW 490.00 BURT HA DATE ABRIEL PEREZ DATE F 482.67 TW 489-40 EX. BLOCK LOT 2118 BUILDING OFFICIAL PLANNING MANAG CITY OF LA QUINTA ITY OF LA QUINTA WALL PE (464.0) TOP ` &r �qk� 99 d�rq TN 490.00 I I� (i�i po ek) EX. BLOCK 478.3 2:1 Or TF 48 3 WALL G - _' „ 1 EX. BLOCK TOE _ .:, . N 4 477.90 3 --__! - TW 490.00 // WALL lm;or -- FL - HP roP B7.03' ffF 483.33 _ 6� ra--- TW 484`20 .. 2:1 TOG 477.50 1� TF 477.53 - 0 $ " 478.2 PE LOT 23aj o � INV 476.1740' 5 -� "`- - x TW 484.00 .. "".-- F-._._ T 476.67 478.3g 2 478.54 L=145.00' __ FS 5=1.00% 6 N 5 TO 4775p TOE - 1.01 y - .. 474.72 i 477.66° 477.90 FS o it TW 489.40 FL -HP LOT 230 �� �"'� 1, 0. ). �'4710 CHIMNEY -,,,,,PLAN 7C RT 478.s7 a FF 478.87 FS 47e.49 - ' ? i PE 478.2 Fs 4 7. ��11 I LOT229 IL003[ 290 z -47-77-3 .' ; �r PE (4771,3) _ PE G 68M) - 47a.s7 F$$ it 28+00 478.67 - FS :` L-HP .° �i E}- EX. BLOCK �i 2 L' 124.60 WALL a k% 478.67 5 5=% s i FS _-� - I W - g TC 4� 4 7 TOG 4_- 477.67 478.41 1 __._`- 2 0 - _-- _ 1 U�.0 �( z7 s= 7 TW 489.53 FL FS s__ 0 I -� - ; H 467,1 , ' - - - - ERG TOG 467.32 7 TG _4 T - _ TF 482.87 5 26+00 1 HU -- _ 465.82 - _ i / 478.4 .. TOG 477.50 h TC 468. TOc 468 38 -s._ _s ---- --S a 70G 467.36 �\ INV - / FG INV 476.17 5 _ "o ��i n; _� 45 FIV 4 6. 8 7 468 TOG 467.91 n TC 67.59 7 INV 4 5 6 g �- 26 C 4680-2` 7 ITC 46' 0 62.2 - 6 - y. i V, _ . ---(- INV 466.41 -- a S=1.15% ---- 0.51% ^ �i ^ _._--- ' . TOG 467.83 �-.- TW 484.20 I - INV 466.33 I o v n i� 478.1 TF 477.53 �G - I _ I h. 1 11 FIG c� _ - -�_ « 11 .34' _ _ - _ ® o• . 2 469.60 TW 484.20 '-- ' < Ln N i o a110.33 oo qs TF 477.53 3 `- 1 �`F _ o N �s j I « i 4S 66 ... ` 477.90 v ^ I _ �• 4 i r' �r m rn a I -.: ' o 469.90 1 I cv TOG 477.40 5 14�84 ^� FL -HP ° �� • j 1 471.15 o ' n6'�; Srt•I- 2 ��nnn, I 'c1 I o .M�' FS I� INV 476.07 r ° : i ,.� ��o� i . LOT 236 i co FS 2 rn.. --------------- _ 3 ci i 6. a :1 i o 110' .. " 1:ro 0 1 470.34 . Po. PE (4t�9"4) ---- �� � a71.o1 1 I ���--., 4ssso 4 I.m � _� .� t o o it `ngyp° I FL -HP TW 476.20 �I GF 469.90 !T 23.62'; `_ ,� ^ < p I� i FG 470.2 « ` 1 L=118.00' 475.35 ^tn' ° ° TW 476.83 �' GF 7i. % TW 484.20 nGF 470.98 TW 476.13 ^O4 �g 2 1, 5=1.14% INV `- _ v TW 484.t1U; TF 470.17 i 470.96 471.27 2 TW 476.80 n n I GF 470.31 TF 468.87 469.60 470.17 1 y 4 477,80 TF 477.53 � . 8 , v� r / � i 1 TW 477.50 470.50 1 4 F 3 F 4 99.47 a 3 TF 469.47 FL -HP FS 470.37 10'1 EX. BLOCK FL -HP 30 (4 i'! i.r01 FL -HP n jge ^° II 8.5' TW 476.20 3 I WALL TF 470.17 �� N ` �� FL -HP i yi 470.67 j« 1 TF 468.87 470.23 ' TW 475.90 o N O M y 1 471.14 1. mil FS - I I 470.09 «470.3 a. 1 3 FG 471.5 4 470.50 a I r ao cti 2 N h 7 i .:::..... I 3 r 471.14 I I I - �«' �.1 FS ,n 1 �Ln 4 .5� a a a A n ^ 1 V d 469.60 I tnn to a r o 6.50 7.00 \ ,,� . 471.27 FPS I I j 470.37 �o. F o i 478.44 d \ 28.33' yi TW 476.20 I i- 9' 470.12 FS 4 TW 475.90 ���lll FS 2 3 F 468.8 iFS FL-H 1 o FS 1 OG \ ' i� FS0.55 470.54 2 E- i TF 468.57 1 loot � I �469.9 6 ` 4 , % INV 476.22 \ \ o y y 184 ,�i 4 FL9 P 1 470.32 LOT 2 �« . 3 °9-� �., ' roc 47s 474. 7 roc �. PLAN 3C LT L=as.00' ;: I CHIMNEYJ� S=2.76% 6 1 470.37 c o LOT 231 vt a 72 I 348 M 1 FF 471.47 0 o L-e2.00'� Fs 1 m f T PLAN 478. .70.37 77T �, FSs.41 wv 474.7 7 Nv 7 I I 470.67 L=95.00' I �. Pt+ PE 470.8 S=2.37% 6 I •' FS 1 3 I - r , '-- ri i:o o FS S=2.54% A L=100.00' LOT 173 FS 2 �_L...... 47: .,..... \ v?:I 471.27 471.27 1 6 'O I « 1 6 L=114.00' 1 N PE 478.1 a7es7 2a �� '�._ - 'R FS o ' FS FS I� 5=2.05% = « r� 4�6. \ �1 126.5' , d l PLAN 6A RT s=z.3s% s 'lo �_ ---- 43 -w_-._ 6 L=109.00 i I pL�TXC 4T 1 FF 470.57 CHIMNEY ® 1 S=1.83% 1 I 5 LOT `1A77`2 v 478.57 ~CHIMNEY n ' IN ER l� ' 2 FS1.27 I. �I 1� ' PE 469.9 ®r 1� E (469.4) FS 478.57 NV "D ~'w'- 1i FF 470.87 TOG 469.60 I1 5 «: FS I 10' - GV�CH I/li `�QHIMNEY 471.27 :i CHIMNEY PE 470.2 5 INV 468.27 I�]J� y' S 470.37 470.37 TOG 469.30 i , _ .1, TOG 469Of INV 4 0.3 7 2 478.57 PUE _ _SAY DLOT 3 471.27 I� 1 INV 88.27 FS0.67 FS0.67 INV 467.87 FS FS FS J \ 470.37 iW 3 ° T 1TOG 5 1 470 37 FS 1 TW 489.80 IMF (67T.�§,' FS i I TF 483.13 (// % . , 2% 1 • 478.33 ° \ ` 1'Oc47g•34 I TOG 470.20 5 470.99 5 TOG 470.20 0 ." FS 478.33 INV 474.84 7 INV 468.87 FS NV 468.87 3 470.47 470.47 470.09 470.09 FS �.I=�l ' �..�..�.�yi5%..�.. �..�6%�..�../� FS FS f TOG 477.40 3 .�9. ' _ 470.50 `` / \\ 5% 0 5% r\ . 0.7% oy INV476.07 475.14 . FL -HP - �..�..�..�.. ..�..-..�.. ..� .�..4 . 0.7X�..�.. �.. .. ..�..� _ _ 5 °i 469.90 0 ,.r TW 484.47 `-= TF 477.13 INV TW 477.50 469.60 FL -HP 3 FL -HP n a F 470.17 0 M $ \ '�------- E = f- - -m- . \ 470.8 iW^ 478'8� a -- rue- E BX LO KC WALL :I,(Q)(( 232 r E GMZ) EX. BLOCK WALL TW '475.71) EX. BLOCK- TF 468.00 WALL a . . LOT 238 $ �,m°" b CONSTRUCTION NOTES QoUANRMT PuESTISM�ATE T- /,& O1 CONSTRUCT 4" THICK P.C.C. DRIVEWAY 4,765 SF ,. TW 485.80 TF 479.13 O2 CONSTRUCT 4" THICK P.C.C. CONCRETE SLAB /WALK 5,567 SF OR , '� '``-"'...•.. •--_- ��_ O CONSTRUCT 6"xB"x16" PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT 773 LF IK 'ti O4 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET NO. 1 10 EA N f O EX. BLOCK INSTALL AREA DRAIN PER DETAIL ON SHEET NO. 1 11 EA i WALL O6 INSTALL 4" PVC (SDR-35) PIPE AT 1% MIN SLOPE 1,206 LF O7 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 1 10 EA OSAWCUT AND AND GUTTER AND TW 489.801 ^ � -� a DRIVEWAY APPROACCHEPERISCIITY OFRLA QUINTA STD. DWG.I NO.2210NCRETE 327 SF D i g l A I e r t DIAL TOLL FREE 1-800 227-2800 ATLEAST TWO BEFORE YOU DIGS 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 BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME OF CONSTRUCTION. NOTE REGARDING GRADES UNLESS OTHERWISE STATED: © Copyright 2017 All SAights (ting, Inc.Reserved FINISHED GRADE AROUND BUILDINGS = PE ?,OFESS/ N Q 0 4� gp DE �Q IIIEqT COp 9P �Z w C43880 m m °C Exp. 6-30-19 shy C l V TF of CA��FoQ Or 20' 40' 60' 80' SCALE 1 °'=20' No. REVISIONS APPROVED DATE CONSULTING, INC. PLANNING ■ Ctvt[, ExoTxEER>r10 ■LAND SuttVEYING 34200 BOB HOPE DRIVE ■ RANCHO MmnGE ■ CA 92270 TELEPHONE (760) 320-9811 ■ FAX (760) 323-7893 BENCMSA INDIO BM »ss MARCH ELEV. 499.71 PREPARED UNDER THE DIRECT SUPERVISION - - SIGNATUR e OF _ R.C.E. NO. a388o DESIGNED B SMs APPROVED BY CITY OF B MCKINNEY INTERIM CITY ENGINEER R.C.E. 49418 EXPIRES LA QUINTA (0 DATE 09/30/18 CITY OF LA QUINTA, CALIFORNIA SHEET 2 OF 3 SHEETS LOCATION R.R SPIKE IM P/P AT NORTHWEST COB. AVE. 50 AND MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN POSITIVE ELEVATIONS). DRAWN BY SMS TRACT NO. 32879 - GRIFFIN RANCH PHASE 2 - PRECISE GRADING PLAN LOTS 173, 174, 184, 230 AND 231 PORTIONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. A JULIAN A. DE LA TORRE R.C.E. 43880 EXPIRES 6 30 19 / / DATE �al�al�7 CHECKED BY JAB COMPLIANCE LOT 1W 17)EIR(4773.5) 111071, 1116 LOT M TWW478.67 � F 472.00 TOP - - ° TF 472. 0 TF 472.00 TF TOP TF 471.33 F�2.0 ____ 2'1'_.- _9.1.6;?-__------_`".� Toe --- Top -- --r- oP--- _- -TOE -. _. - __- .. -.. _-- sra� 2:1 93^60 f-----_". 471.4 472.0 --- a0r.. .._ - FG TW 477.33 0. % -� 471 4 p• % TF 470.00 ( FL-471.10 N TOG 470.80 1 TOG 471.40 472 39 TOG 470.80 5 FL -HP 5 INV 469.47 I - 5 12.03' < 1 INV 470.07 S INV 469.47 471.79 13.53' p2' _ - - - 472.47 1 I 10 - FS 471.87 ' 2 472.47 FSi : i ...- .. FS } 471.87 1 pit FS 5 NV TOG 4701p O 3 T T1 2 FS �. 1 I 1 i LOT 122 L=100.00' 6 1T i L=102.00' PLAN 26 RT S=1.24% T; LOT 121 S=1.20% 6 a 1 FF 472.67 IT PLAN 2C RT T>� LOSS 12� � �,' PE 472.0 C� ��' FF 472.07 � o aOS� 120 PE 64�� L=102.0o' ; i PE 471.4 ' �' 6 S=1.0o% CHIMNEY _, v TI ;� (?E8(67®+9) ! CHIMNEY 1 a 1 3 L=101.00' 1 472.47 0 6 S=1.00% 1 1`I S 472.47 472.34 I �I 471.74 I' a 1/ , .FS.. FS 2 i. i1.87 471.87 471.70 FS FLL IH u., FS 472.33 T FS 471.75 2 c ' 472.23 , • S 472.23 i Ti FS 472.53 4 .1 FS . ..�N Ic=w... 47t 63 / 3 TW 478.00 I i °� • TW 477.33 472.23 F 470.67 3 F 470.00 1. EX. BLOCK 472.31 l 1 _ o I: I 471.10 i. f; WALL 0:1 FS I� ho_I 471.63 • I FL -HP �0? 1 1 ^ ? i� _ i 471.10 S 471.71i� i ✓K :. GF 472.12 I : p��I FL -HP FS GF 471.52I�� :1 I rW� rn � - 1 N 4 I I rWl TW 478.67 �i 471.80 I I 1'.N1 TW 477.33 TF 471.33 _ 3 471.70 1 v it TF 470 00 471.00 1 TF 470.00) -?T TW 478.00 \ 471. io �0.5 .. E- ..FS F�HP , TW 477.33 471.10 J- , rn TF 470.67 i FL -GB 4 o j TW 478.00 y� �A N i TF 470.0 �.5%� .. FL -HP N o_ TF 470.67 ur j rn: i 470.80 78.93' 4 TW 477.33 a 3 � 1 TOG 470.84 �- INV 469.05 7 (3.5 W TC 470 - - - 112.98 7 _ --t-_. --' - - -._ TOG 470.29 7 TC 465.86 TOG 469.75 7 468.46 -:C 469.5 , � - ! _. INV 46 .25 I 7 TOG 68. 33 TC 46 .96 _.._ _s_--__. .. __ INV 468.83 of MAN-p-WAR - ----�- .COURT 12 �O - _ _ - 13+00 TOG 9.66 7 7 TOG 470.58 INV 468.31 -- -_"- ,y INV 468.98 TC (470.51' -�� 470.47 I TOG 470.15 _ �_ - -w 11 7 n TOG 470.08 7 TC 469.86 _ -- 31 N INV 46831 - --- w 469.74 '-, (0.50% w-- INV 468 65 TC 470., 1 TC_(-- I146_'_�T-__ 40.57 - �.. 97.96 M I - -- ad o ry N cT _- T -'''• h -- tGO10 rn i 1 472.15 472.02 0 11 1 I' II N.. TW 477.17 TW 477.83 a, i 18' FS FS a . 1 i _ 2 N p ;. i,,r+i TF 469.83 TF 471.17 I 2 • I.� I I TW 478.50 ' 1.09 iw3 . 5=1.00% Fg GF 471.11/� TF 4717 472.27 2 9I: FS W47788 1 TW 477.83 F 471.17 4 471.50i T472.7417 - �� 4 L�HP isII �� TW 477.17 FL -HP �i �__ a 472.27 472.14� I I : 3 FS TF 469.83 6 L=89.00, FS ��- FS C41 • 4 470.90 it jI I TI ,,��� FL -HP iy LOT �� l s=1.00% LOT 127 a71.34 PLAN 3A LT i Fs i� G°�La6�. '➢ CHIMNEy--'4�3 FF 472.47 L=90.00' 6�il 1 o EX. BLOCK PE 471.8 s=1.36% , 471.67 1 �� 1 472.27 L=96.00' 11 4 } WALL L07 '1201 II FS 472.27 1:0 TI FS 6 ♦ S=1.00% PE (4�� t.„ .i FS N -i 470.90 4 'I FL -HP LOT 128 6.85 I: PLAN 1B LT l 1� I CHIMNEY >K i� 21.73' FF 471.87 i� �i "k 452.27 s i PE 471.2 i II HIMNEY 471.67 A I 471.67 1� I 3 i 5 FS 72.27 2 I FS 5 FS TOG 477.20 i 2i6 2'6 ~ , INV 469 87 �I1 TOF TOG 471.20 INV 469.87 471.99 _ -- -- --' k� 77 � �a 5 1 , r FS 1 2 FS TOG 470.60 F F 046-z- _ INV 469.27 471.5_ -� " 0. --� TOG 470.60 5 ' INV 469.27 FL -HP 3 0 % .. .. .. LO �..�..e--.. - Lo TF d 470.90 r , FL -HP 00 471.2 EX BLOCKCIA FG 471.8 EX. BLOCK 471.8 471.2 WALL ,v FG WALL FG FG 99.34'-= « - - To 106.19' FG 14.94' _ TOP TOE .. , ___..-.. _, -c .- _. ._.__._. _ . TOP :: _ -TOE T',tJ '477.17 TOP--- 2;1 OP _. rt, To TOP 2.1 _ 05 I'W 477.17 T= 470.50 -1bE 477.83 TW <F17.tS3Y V4., n� l 83,1`-�' F 477.10 TF 470.50 TF 4i1 _ F 471.1'� "V 471 171 LOT `33 Iow9f477® 41) LOB' T35 &O li 110J� PE966770.0➢ PEEKLS770.2) /D-/7J, /7 .3 rBURT DATE BRIEL PE ZD TEING OFFICIAL PLANNING M AGOF LA QUINTA CITY OF LA QUINTA CONSTRUCTION NOTES QUANTITY ESTIMATE FOR PERMIT PURPOSES ONLY O1 CONSTRUCT 4" THICK P.C.C. DRIVEWAY 2,125 SF O2 CONSTRUCT 4" THICK P.C.C. CONCRETE SLAB / WALK 4,323 SF O3 CONSTRUCT 6"x8"x16" PRECISION BLOCK GARDEN WALL PER SEPARATE PERMIT 845 LF O4 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET NO. 1 8 EA OS INSTALL AREA DRAIN PER DETAIL ON SHEET NO. 1 8 EA Os INSTALL 4" PVC (SDR-35) PIPE AT 1% MIN SLOPE 770 LF O7 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL ON SHEET NO. 1 8 EA NOTE TO CONTRACTOR, QUANTITY ESTIMATE 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 BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME OF CONSTRUCTION. NOTE REGARDING GRADES, UNLESS OTHERWISE STATED: FINISHED GRADE AROUND BUILDINGS = PE QAOFESS/O�q` O a I,. DE t 4 <C11 roH \ r7�Q� v Dig j Alert �OR"C m m DIAL TOLL FREE LS Exp.480 6-$30-19 0' 20' 40' 60' 80' A (� 1-800-227-2600 mTq,FC / y 1 © Copyright 2017 Inc. OQ��Q SCALE 1 "=20' AT LEAST TWO DAYS MSA Consulting, OF CA�\F BEFORE YOU DIG All Rights Reserved NO. REVISIONS APPROVED DATE MSA CONSULTING, INC. BENCH INDIO BM •99 ELEV. 499.71 PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGNED B APPROVED BY CITY OF LA QUINTA CITY OF LA QUINTA, CALIFORNIA SHEET PLANNING ■ CiviL ENGnamw rG ■ LAND SuRvEYING MARK ^ /� SIGNATURE 43880 SIVIS3 � * B N MCKINNEY DATE OF 3 LOCATION R.R SPIKE IM P/P AT NORTHWEST COR. AVE. 50 AND MONROE STREET. (NVGD 29, 500.00' ADDED TO MAINTAIN POSITIVE ELEVATIONS). DRAWN BY SMS TRACT NO. 32879 -GRIFFIN RANCH PHASE 2 - PRECISE GRADING PLAN LOTS 121, 122, 127 AND 128 34200 BOB HOPE DRIVE ■ RANCHO MIRAGE ■ CA 92270 JULIAN A. DE LA TORRE R.C.E. 43880 EXPIRES 6/30/19 DATE CHECKED BY TELEPHONE (760) 320-9811 ■ FAX (760) 323-7893 % JAB INTERIM CITY ENGINEER R.C.E. 49418 EXPIRES 09/30/18 PORTIONS OF THE NORTH HALF OF SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. SHEETS