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13-0892 (BLCK) Rough Grading PlanIN THE CITY OF LA OUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA PLANNING A Z NTNG COMPLIANCE: GENERAL NOTES F?OUGH GRADING PLAN0 20 a 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD PLANS OF' THE CITY OF 40 80 160 LA QUINTA AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LES JOHNS DTE LATEST EDITION, AND THE CITY OF LA QUINTA STANDARD PLANS, DATE AUGUST 21, 2001, GRAPHIC SCALE: 1 "=100TRACT MMUNITY DEVELOPMENT DIRECTOR _ NO.,,32742 OR LATEST EDITION. CITY OF LA QUINTAA A POR77ON OF THE NE 1/4 OF THE SE 114, SEC. 15 TIM, WE, S.B.B.M 2. 1T SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY • TO THE C17Y OF LA QUINTA PUBLIC WORKS DEPARTMENT FOR THE NECESSARY PERMITS APN 767-480-007 APN 767-480-006 APN 767-480-005 APN 767-480-004 ` APN 767-480-003 APN 767-480-002 ' APN 67-480-001 j. ''� _ AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE WITH ALL CURRENT _ �- I . . I _1_ I . �- I. �I GRADING NOTES �� ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS -- PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. IML17Y PURVEYORS 1. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM BUILDING CODE LATEST EDITION AND SOILS �. Q 3. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO RIPPLY TO l'I -4326, SEWER COACHELLA VALLEY WATER DISTRICT REPORT, NO. 544 WATER (( / THE CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENTAPN, ,767 ,- 580_ 014 P.O. --BOX 1058 DATED: 8117105 LETTER 1S ATTACHED f = , PERMIT FOR ALL WORK PERFORMED WITHIN THE. STAT TRACT N 26769 � . .., H E RIGHT OF, WAY. 4. COACHELLA, CA 92236 PREPARED BY: SLADDEN ENGINEERING M.B. 325/40-41 I I (760) 398-2651 TELEPHONE NO. (760) 722-3893 4. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE C17Y OF LA QUINTA OR OTHER GOVERNING AGENCIES. ELECTRIC IMPERIAL : IRRIGATION DISTRICT 2. THE SOILS ENGINEER AND THE ENGINEERING GEOLOGIST SHALL EXERCISE ;;.: i • 81-600 AVENUE 58 l SUFFICIENT SUPERVISORY CONTROL DURING GRADING TO INSURE. COMPLIANCE 5. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS DEPARTMENT 48 HOURS PRIOR m P.O. BOX 1080 WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN THEIR PURVIEW. TO ANY GRADING, BRUSHING OR CLEARING AND EACH PHASE OF CONSTRUCTION AT (760) 15� 16-1 X17 22� (-24 30 LA QUINTA, CA 92253-1080 23 - I.:. - 777-7075 AND 48 HOURS PRIOR TO REQUIRING �+ INSPECTIONS. � � 9 '�`.�." �V ,�„ o (760) 398-5825 2 m 3. THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL : •Y Q Q rcwu6. THE LOCATIONS OF EXISTING UNDERGROUND UT7LRIES ARE SHOWN IN AN APPROXIMATE ►rase Q � , , GAS ' THE GAS COMPANY DURING GRADING AND CONSTRUCTION TO ENSURE COMPLIANCE. WITH THE I I r ' 45-123 ' TOWN AVENUE PLANS, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. t WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF RILL EXISTING IND10, CA 92201 UTILITES BEFORE COMENCING WORK. HE AGREES TO BE FULLY RESPONSBILIE FOR ANY 4. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF (800) X292-0713 TfL ,,.�� :. AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS `FAILURE TO EXACY LOCATE PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE ' ' AND PRESERVE ANY AND ALL UTILITIES. 5 I I I 18 25 TELEPHONE VERIZON PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTY. ; O2 295 N SUNRISE WAY --� M 14 MAWR L, k.�ar w � �� Rrpwr � 7. THE CONTRACTOR SHALL BE RESPONBISBLE FOR C)< ,� � � � ,� ; :. 17 -IE REMOVAL, REPLACEMENT OR ooF I I PALM SPRINGS, CA 92262 5. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF; ¢ RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS. r':w I J (760) 778-3610 6" ON THE ENTIRE SITE OR AS RECOMMENDED BY THE SOILS REPORT. r: coo CABLE TV TIME WARNER f 8. STREET NAME SIGNS AND TRAFFIC CONTROL SIGNS, TYPE AND LOCATION SHALL BE W 13 • CB N0.1 41725 COOK 6. THE MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. APPROVED BY THE CITY ENGINEER. TRAFFIC STRIPING, LEGENDS AND PAVEMENT Z� ,irav 19 2O 26 27 ,�.«„ `'�/•.. MARKERS TYPE AND LOCATION SHALL APR CL �.«�. Q1 15.4 CFS PALM DESERT L BE APPROVED BY THE CITY ENGINEER. LQfo- .8C (760) 340-2225 7. PADS SHALL BE COMPACTED TO •A MINIMUM OF 909' RELATIVE DENSI7Y PER A.S.T.M. SPECIFICATIONS AND THE ABOVE MENTIONED SOILS REPORT. f. 9. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS _ `.. NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL ,AND REPLACEMENT 12 pC 8. MINIMUM BUILDING PAD 'DRAINAGE SHALL BE 29. DRAINAGE SHALL BEA ,. SHALL BE DONE BY A REGISTERED CIVIL ENGINEER WITH AN R.C.E. NUMBER BELOW -� ' `"" ! -� PI-70V�GCT Djr�.1 MINIMUM, OF 0.3' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TO_ P • ,, I t .33,966, OR A LICENSED LAND SURVEYOR, ..ONLY. OF _CUT OR FILL SLOPES. THE MINIMUM SLOPE OF SWALES SHIALL BE 0.509'..:" " CB .2 ` TOTAL NUMBER OF LOTS: ' 40 10. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF `e COMMERCIAL LOTS: 0 Qroa• i .46CFS 9. ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT C - HUMAN- OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS BEET R./I'V� OF MAXIMUM DENSITY AS DETERMINED BY THE UNIFORM BUILDIING CODE SECTION FOLLOWS'- 8 OLLOWS: p c Qto-8. er�sr i 1O v 7 I V I I 5 I L� 3 ,�.,,,, BOTTOM=454.u^ INT. STREETS 2.09 ACRE 7010 OR EQUIVALENT AS APPROVED BY THE CITY ENGINEER. FIELD DENSITY 11 I 9 U I LTJ Ws=457.0 ` BDI:� LANDSCAPE LOTS: 1.01 ACRE SHALL BE DETERMINED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE OCTOBER 1ST TO APRIL 30TH: MONDAY -FRIDAY 7:00 AM TO 5:30 PM s s CB N0. GROSS ACREAGE: 14.54 ACRES . �•p�/ /- ` DAY 8:00 AM TO 5:00 PM SECTION 7002, OR EQUIVALENT, AS DETERMINED BY THE CI1Y .ENGINEER. - [.�l]V PI'il-U1r. LOT - I � . NET ACREAGE 13.94 ACRES ti. ,. - fo-1.1� 10. ALL STREET SECTIONS ARE TENTATIVE. THE MINIMUM SECTION 1S 3 A.C. MAY 1ST TO SEPTEMBER 30TH. FRIDAY 6.00 AM TO 700 PM • Q - EXISTING LAND; USE:.. VACANT SATURDAY 8:00 AM TO 5:00 PM TRACT NO. 29657 OVER 4.5" CRUSHED A.B.. ADDITIONAL SOIL TEST(S) SHALL BE REQUIRED AFTER M.B. 292/60-65 PROPOSED LAND USE: RESIDENTIAL RVL ROUGH GRADING TO DETERMINE EXACT SECTION REQUIREMENTS;. THE CITYi ENGINEER SHALL APPROVE THE FINAL STREET SECTION � x WORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS. THE LEGEND B. F_ BOTTOM ELEVATION it CENTERLINE TOP FL.� FLOWUNE 2:1 SLOPE (OR OTHERWISE TOE NOTED) R/W RIGHT OF WAY AL PROPERTY LINE CONST RUC77ON NOTES AND OUANTITIES ES77MATE O. ITEM QUANTITY UNIT 1 CONSTRUCT 6 GARDEN WALL BY SEPARATE PERMIT 2,009 LF. 2 CONSTRUCT' COMBINATION RETAINING GARDENWALL BY SEPARATE PERMIT 606 LF. 3 BOTTOM OF WALL 5" X 13" OPENING 1 EA. CITY RESERVES THE RIGHT TO APPLY FURTHER TIME RESTRICT70NS AS NEEDED TO WORK 11. THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FINAL STREET '" r OCCURRING ON ARTERIAL AND COLLECTOR STREETS DURING HIGH TRAFFIC VOLUME SEC77ONS AFTER SUBMITTAL OF "R" VALUE TESTS FOR ROADWAY SUBBASE. t HOURS. TRAVELED WAYS U 11. ALL TRA MST BE CLEANED DAILY' OF 12. LOCATIONS OF FIELD DENSITY TESTS SHALL BE DETERMINED BY:.THE, SOIL .- �: ALL DIRT, MUD AND DEBRIS DEPOSITED ENGINEER OR APPROVED TEST AGENCY AND SHALL BE-SUFFICIEENT IN BOTH + ON THEM AS A RESULT OF THE GRADING OPERATION. CLEANING IS TO BE DONE TO HORIZONTAL V STING OF n THE. SATISFACTION OF THE CITY ENGINEER. AND, PLACEMENT TO PROVIDE REPRESENTATIVE TE , RAI G INV. INVERT ELEYAnON .. ALL FILL PLACED. TESTING IN AREAS OF A CRITICAL NATURE OF SPECIAL D NA E FLOWUNE - 12. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED 7N COWFORMANCE EAR77-IW ORK ESTIMATE � e• . PP POWER POLE , ---•� -•-- 25) ( EXISTING GROUND CONTOUR P.U.E PUBLIC UTILITY EASEMENT W RE:MOV. OVER -IX.: CUT/FILL TRANS P.C.C. PavauENr FG ,._ FINISH GRADE SUSSIDANCE O F5 FINISH SURFACE PROPERTY UNE EP EDGE OF PAVEMENT SHRINKAGE (5X) BULKING HP HIGH POINT -�- CENTERLINE GB GRADE BREAK Q---- J 5,005 WATIM SERVICE FF FINISH FLOOR EAR77-IW ORK ESTIMATE � e• . RAW CUT TOTAL SITE FILL NET CUT RAW FILL NET FILL W RE:MOV. OVER -IX.: CUT/FILL TRANS BEDROCK IMPORT.' SUSSIDANCE O SHRINKAGE ( ) AVAILABLE SHRINKAGE (109) SHRINKAGE 25X SHRINKAGE (5X) BULKING BALANCE CUBIC YARDS 21,830 --4,691 -2,427 14,712 9,707 5,005 0 -7,865 0 0 -2,860' TOTAL 21,830 -4,691 -2,427 14,712 .9,707 5,005 0 -7,865 0 0 -2,860 . EMPHASIS SHALL BE IN ADDITION TO ;THE NORMAL REPRESENTAITIVE SAMPLINGS „ WITH THE STATE MANUAL OF WARNING SIGNS, UGHT:S AND DEVICES FOR USE IN _ E THE PERFORMANCE OF WORK 13. E IN ,UPON HIGHWAYS, ' IN ORDS? TO ELIMN!NATE ANY HAZARDS. THE FINAL COMPACTION REPORT AND APPROVAL FROM THEE SOILS ENGINEER 'A •. HALL CONTAIN THE TYPE OF FIELD TESTING 'PERFORMS D. EACH TEST, SHALL - •• , 13 CONSTRUCTION PROJECTS DISTURBING MORE THAN ONE ACRE MUST OBTAIN A NATIONAL BE IDENTIFIED WITH - THE METHOD OF OBTAINING THE IN-PLACE DENSITY. WHETHER SAND CONE OR DRIVE RING AND SHALL BE SO NOTED FOR EACH POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE TEST. SUFFICIENT MAXIMUM DENSITY DETERMINATION SHALL BE PERFORMEDTO REQUIRED TO FILE A NOTICE OF INTENT (NOD WITH THE WATER RESOURCES CONTROL VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES USED BY THE FIEL ( BOARD (SWRCB), PREPARE A STORM WATER POLLUTION PREVENTION PLAN SVNPPP AND TECHNICIAN. ~:/" MONITORING PLAN FOR THE SITE THE NATIONAL POLLUTANT DISCHARGE ELIWINATION SYSTEM IS A NATIONAL PROGRAM TO CONTROL NON -POINT SOURCE POLLUTANTS CARRIED NOTE. ,+ ., _ 8Y STORM WATER. 17-lE PROGRAM IS PE PAD ELEVATION 14. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE AND IMPLEMENTED AND ENFORCED BY THE STATE WATER ___-- ALL THE QUANTITIES SHOWN ARE FOR PERMIT INSPECTED PRIOR TO PAVING, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: RESOURCES CONTROL BOARD. SEWER LATERAL TC TOP OF CURB - PURPOSES ONLY. THE -CONTRACTOR IS RESPONSIBLE SEWER, WATER, ELECTRIC; GAS AND DRAINAGE. TW TOP OF WALL TO OBTAIN HIS OWN ESTIMATE FOR BID PURPOSES. OVEREXCAVA77ON NOTE a 14. THE C17Y RETAINS THE RIGHT TO REQUIRE PLAN REVISIONS AS NECESSARY SUBSEQUENT GARDEN WALL S SIDEWALK :,; TO LAN APPROVAL, Q /i� 15. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOIL P L, BUT PRIOR TO COMPLETION OF THE IMPROVEMENTS SHOWN ON FENCEENGINEER SHA STATEMENT THAT THE BACKFILL IS THESE PLANS, IF ANY NEW STREET IMPROVEMENTS D/W DRIVEWAY OVERE)CCAVATION AND RECOMPACTION WITHIN THE PROPOSED BUILDING (FOOTING AREAS LL INCLUDE E AN APPROVAL HAVE -BEEN INSTALLED BY THE CITY EON EXIST. GROUND NORTH FH FIRE HYDRANT FLOOD ZONE (FEMA) SHOULD BE PERFORMED TO A MINIMUM DEPTH OF 3 FEET BELOW EXISTING GRADES- OR SUITABLE FOR THE INTENDED USE OR A THIRD PARTY WITHIN THE IMMEDIATE VICINITY OF THE IMPROVEMENTS PROPOSED BY EGS EXIST. GROUND SOUTH S.D. STORM DRAIN •'� � 2 FEET BELOW BOTTOM. OF THE PROPOSED FOOTINGS, WHICHEVER IS DTHESE PLANS THAT IMPACT THE DESIGN INTEGRITY OF THE IMPROVEMENT PROPOSED INIEEPER. THE _ ' ZONE: X OVERIXCAVATION "SHOULD BE SCARIFIED TO A DEPTH OF AT LEAST 1 FOOT MOISTURE 16. BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT, SUBMIT FOR THESE PLANS AS ORIGINALLY APPROVED. ALL COSTS, INCLUDING BUT NOT LIMITED TO RETAWING WALL ` COMMUNITY PAMEL NO. 060709 0001-0010 COND177ONED AND RECOMPACTED TO AT LEAST 90.E RELATIVE COMPACTION.' SEPARATE BUILDING PERMIT(S). DESIGN AND IMPROVEMENT COSTS, INCURRED AS A RESULT OF ANY DESIGN REVISIONS MAP REVISED: AUGUST 19, 1991 OVEREXCAVAT10N AND RECOMPAC77ON WITHIN THE PROPOSED EXTERIOR FLATWORK AND SHALL BE BORNE BY THE IMPROVEMENT SPONSORS. b PAVEMENT AREAS SHOO 1 17. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF LD BE PERFORMED TO AT LEAST. 12 INCHES BELOW EXISTING � ;. STORMWATER INFILTRATION FACILITIES DURING CONSTRUCTION OF SUBSEQUENT 15. THESE PLANS ARE VALID FOR A PERIOD NOT TO EXCEED EIGHTEEN 18 O A FINAL DRAINAIGE•..STUDY WILL BE SUBMITTED GRADE OR FINISH GRADE, WHICHEVER IS LOWER. ( ) MONTHS FROM 541H AVENUE PRIOR TO RECORDATION OF THE FINAL MAP. IMPROVEMENTS BY THE CONTRACTOR. IMMEDIATELY PRIOR TO FINAL t �. DATE OF APPROVAL. THE IMPROVEMENT SPONSOR SHALL BEAR ALL COSTS ASSOCIATED WITH UPDA77NG THE . NOTE:. ACCEPTANCE OF STORM DRAINAGE RETENTION/INFILTRATION FACILITIES, THE � ;,. 1 E PLANS, INCLUDING BUT NOT LIMITED TO DESIGN AND IMPROVEMENT K THE OVEREXCAVATION LIMITS SHOWN ON THESE PLANS ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL CONDUCT, IN THE PRESENCE OF THE CITY INSPECTOR, A COSTS, TO AFFECT COMPLIANCE WITH ANY NEW CITY STANDARDS, ORDINANCES, OR LAWS pr. - �' FINAL OVEREXCAVA77ON LIMITS AND REQUIRMENTS SHALL BE DICTATED PRIOR TO PERFORMANCE TEST DESIGNED TO CLEARLY DEMONSTRATE THE iFUNCTIONAL AND REGULATIONS, ENACTED OR ADOPTED BY THE CITY OR OTHER JURISDICTIONS WITH PROJEC �' AUTHORITY SUBSEQUENT w :: � COMMENCING ROUGH GRADING OPERATIONS. ADEQUACY OF THE FACILITIES. TO THE PLAN APPROVAL DATE. QUj N Z 18. THE CONTRACTOR SHALLPROVIDE WIND EROSION AND DUST CONTROL 16. CONTRACTOR SHALL REMOVE AND REPLACE EXISTING SIDEWALK AS NEEDED AT ALL Z MEASURES AS REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR LOCATIONS WHERE IT IS CRACKED, UNEVEN AT JOINTS, OR OTHERWISE DAMAGED, APPLICANT SITE ADDRESS GED, c� p THIS PROJECT. PURSUANT TO STREETS & HIGHWAYS CODE SECTION 5610. THIS REQUIREMENT APPLIES o 15 R'EARYARD MONTERRA PROPERTIES, LLC AVENUE 55 ® MONROE STREET TO ALL SIDEWALK LOCATED IN PUBLIC RIGHT OF WAY ADJACENT TO PROPERTY BEING o - -55075 MONROE STREET LA QUINTA, CA 92253 DEVELOPED. PAD -0.3 LA QUINTA, CA 92253 M 5' SIDEYAR ' (760) 578-3491 SOILS ENGINEER AIRPORT BLVD.MINIMUM * SL�ADDEN ENGINEERING T 5 SIDEYAR - .39-725 GARAND LANE, STE G CITY OF OWNER BENCH MARK BUILDING LA QUINTA : AD A • N _ MINIMUM PALM DESERT. CA 92211 (7so)n2-3893 &SAFETY DE .. PT. 3' IN. MONTERRA PROPERTIES, LLC R.R. SPIKE IN P/P AT NORTHWEST COR. APPROVED O EX.06T1.ON 55075 MONROE STREET THE UNDERSIGNED SOIL ENGINEER CERTIFIES THAT HE HAS REVIEWED THIS GRADING PLAN AND VICINITY MAP AVE. 50 AND MONROE ST. (NVGD 29, 500.00 FOUND IT TO BE IN SUBSTANTIAL COMPLIANCE WITH THE RECOMMENaAnONS CONTAINED IN HIS LEGAL DESCRIP 1 ION FOR CO�STRUCTION• LA QUINTA, CA 92253 . ADDED TO MAINTAIN POSITIVE ELEVATIONS. SOILS REPORT NO. 544-4326/04-06-442, DATED JUNE 30, 2004, PROJECT NO. TO s NO SCALE 2• .;:` /' o A (760) 578-3491 UPDATE 544-4326 MARCH 19, 2007, AND PROJECT NO. 544-4326/07-05-403 DATED MAY APN 767- BS 24,'.2007, AND THAT HE SHALL PROVIDE SOIL ENGINEERING SERVICES DURING CONSTRUCTION A PORTION OF ,,THE .NORTHEAST QUARTER OF OF. THE EXCAVATION AND FOUNDATION PHASES OF THE WORK, TO OBSERVE COMPLwvCE WITH THE SOUTHEAST QUARTER OF SECTION 15, • 1st SUBSTITUTE MYLAR -J-°`- ! WE HEREBY CERTIFY THAT 1 (WE) ARE THE RECORD OWNER OF DES�cN,coNCEPTS, SPECIFICATIONS AND RECOMMENDATIONS, AND TO ALLOW DESIGN CHANGES JIZIL- /. ......-•••-• •• ( ) ( IN THE EVENT THAT SUB -SURFACE CONDITIONS DIFFER FROM THAT ANTICIPATED PRIOR TO TOWNSHIP 6 SOUTH, RANGE 7 EAST, _SAN This plan supersedes the plan previously - - --- ---- THE PROPERTY SHOWN ON THE - TENTATIVE SUBDIVISION MAP AND START of CONSTRUCTION. THE SOIL ENGINEER'S WORK DOES NOT INCLUDE SUPERVISION OR BERNARDINO .. BASE AND MERIDIAN. 10 PUE .516ii� DIRECTION OF THE ACTUAL WORK OF THE CONTRACTOR, HIS EMPLOYEES OR AGENTS THE B approved on July 3, 2007, and is identical R THAT SAID MAP SHOWS ALL MY. (OUR) CONTIGUOUS OWNERSHIP ANOERSON . CONTRACTOR FOR THIS PROJECT SHOULD BE SO ADVISED. THE CONTRACTOR SHOULD ALSO No. C453�g except for those revisions noted hereon. IN WHICH I WE HAVE ANY DEED OR TRUST INTEREST. I WE CITY Of LA UINTA U ( ) ( � BE INFORMED THAT NEITHER THE PRESENCE OF THE SOIL ENGINEERS REPRESENTATNE NOR E,�. e�3ofls BASIS OF 'BEARINGS Q UNDERSTAND THAT MY (OUR) PROPERTY IS CONSIDERED THE. AND TESTING BY THE SOIL ENGINEER SHALL EXCUSE HIM ►N ANY WAY FOR CiVit. GUTTER Plan Se I i.. C IS E GtNEERlNG t No. , t'�--^►•'C� �'� R.C.E. 55606 CONTIGUOUS EVEN IF IT IS SEPARATED BY ORDS STREET UTILITY DEFECTS COVER ►N HIS ,WORK. Eµ THE.BASIS OF BFB,,?(NGS FOR 77-lIS SURVEY IS G EASEMENTS, OR - - 2 31 14 EAS RAILROAD RIGHTS OF W Michael D. Hacker Exp. 12-31-14 , �.. - THEEASTERLY`UNEOF -THE SO114 � UTHEAST OF - X07GRADINGS/i3 SECTION 15,` T. 6 S. R.7E., S.B.M.,' AS SHOWN ON . SIGNATURE ; RCE N0. EXP. DATE I� EXHIBIT AT I'_EFT� T�cEN AS: N 02'0338" W ' CONTRACTOR R RE PRIVATE ENGINEERS NOTES TO CON A .•--NOT To SCALE ;-, . � � SIGNATURE The existence and location of any underground utility pipes, conduits or structures shown on these plans are obtained by a search of the available records. To the best of our knowledge REVISIONS: there are no existingutilities except as shown on these plans. The contractor is required to take f APP ONED BY. CITY OFiLA QUINTA .. CITY OF LA C�UINTA due precautionarymeasures to protect the utility lines shown on these drawings. The contractor www.heltecI1,c.com QROFFSS furthr assumes ll liabilityand responsibility for the utility s, conduits or structures shown or s N BY DATE DESCRIPTION AWP DATE ' not shown on these draings. ' ' �'� 1 M.H. 6.25.13 UPDATED SIGNATURE BLOCKS & OWNER APPLICANT INFO 42-575 Melanie Place, suite P ��` D. % % I '3 ROUGH GRAD�NG PLAN HEITECI Palm Desert, California 92211 N Important Mice 9 Under rou `d Se ert � �� Construction contractor agrees that in accordance with generally accepted construction practices, I P ` � +- � n MCe � I l AC O N S U L T I N G 760.340.9060 Fae760.340.9070 �� (A TIMO R. JO S N, R. 45843 EXP. DATE: 12/31/14 � OF construction contractor will be required to assume sole and complete responsibility for Job site Section 4116 4217 of the Government Code requires C WORKS DI CTOR CITY ENGINEER TRACT NO - 32742 r .. q � a Dig tiert�ldentificotion Number be issued before o N0. 55606 SCALE: AS SHOWN conditions during the course of construction of the protect. including safety of all persons and •peri Excavate Wil be valid. For Di Alert PREPARED UNDER THE DIRECT SUPERVISION OR Exa. 12/31/14 BENCH MARK: p that this requirement shall be made to apply continuously and not be limited to normal 1�, g COVE/-? SHE $I-IE�S property; ,gkkntification Number cab Underground Service Alert 3 working hours, and construction contractor further agrees to defend, indemnify and hold design r9 - � - PLOT DATE: 06>/26/13 R.R.. SPIKE IN PIP AT NORTHWEST COR. AVE 50 • real or alleged, in connection with the performance TOLL FREE at 1-800-227-2600 two working days r"��--� siq CIY11. 3 DESIGN BY: M.H. AND MONROE STREET. ' ELEVATION 499.71 professional harmless from any and all liability. g p 06/26/13 �'''� �F �' - • PORTION OF -THE NE 1 4 OF THE SE 1 4 OF SEC: 15, T6S, RTE S B.B.M. of work on thisproject, excepting liability arising from the sole negligence of design professional. before you'dig. OF CN DATE MICHAEL D. HACKER R.C.E. NO. 55606 DRAWN BY: M.G. (NVGD 29, 500.00' ADDED TO MAINTAIN POSTAVE , / FILE N0. CHECKED BY: J.R. fMANONs W 0.051107 FOR. MONTERRA PROPERTIES, LL DWG o511 o7RGoi .. .. , _ EXPIRES 12-31-14 _ . i 14 F4 M- III I IV ............ -�,APN* -767-"4aO-OO6 'APN* 767-480-004 APN -002 VW-7677480-k�01 APN 767-480-007 PW-7157-46ff J . . . . .......... . APN 787�480 hi -T, I EASEMENT FOR INGRESS AND EGRESS Arp !A& R WATER Inn Inn RR -IRR- 1 B, R RR RR RR IRRIGA77ON DELIVOY LINE AND TELEPHONE 12' TRACT 9 N N, -APN 76758001 1. NE ,. 767-580-014 V %! i1 0 2 40 80 J I GI�APHIC 144; % % . ........... 4 80 r9c. bit �/ e k . �,-�-555 !I p6 6 lig ti is 1-2" q4 p FE kropXj Ik WCT BDY. L t'O 100.00' 100.00" 102.00' 103.W "I \\A7=7W 103.00' -46Z5/ �77. 4TY ffA.Z/ NNL-,* ----0 70.00TW 47 1 - Iq 102.00 .5 46914 74 X\ !�J-- 472.67TW 472.67TW 472.67TW 471 34TW 47 . 4TW -462.67TF 462.67TF 6 M73 0 62A QTT>T 462.00TF L 4 F6- g 4. FG 471 -UTW 2 FG I FG 4 67 34 FG r7 0 463.5 FG 64.677F 465.7 FG 46 46Z4 465.6 FG 5.7 FG A4 400./ FG 465.7 FG OK C -4 _TJ I - A A 24 30 -41,572 S.F 37 2j.n S. F. C q K 11,572 S.F. 4 > .)e- P.E=465.7 14 P.E=465.7 CS P.E-463.5 *t =463.5 36 C 6 P.E=467.5 IPE=46;7.4 P.E=465.6 00 11, 190 S.F. 14,972 S. F. 14,972 S.F. 16 9 1 44 8 "1-, - CS ....... ........ 2-- 14r?4 -S.F. 14,972 S.F. 14,972 S.F. P.E=464.1 4 - cc IF -%a I - Q P.E=463.3 C x %--%tw/L (ITIJ) (TYP) %rl CCE % 4 IN A PLy N W -imp W*i, 1 0.80 &I W Z. IL A 68.67 -4 FA 1J4 V -p -z F97 r I 25 39 Pue 110 14 10, P -18 21 B 32 OU Lri 0,249 10,28,' AN 0,2�2 i BSL 10,282 S.F 10,282S... z 2 IN W- 10m-'"-B.S.L 'LEW 10 P.E=463.4 I _ I P.E.=463.1 IVA 'Lin N, 14 aW.A k WA k 468.6 TW J X90 t ME' 46 N 131. 4 k, IVA 173. WA MOO N NO W. 20 1 19 J- in I I Umt IZ37J S.F. 1z i 1 12,499 S F-" 14. k EPA 'I P.E.=463.3 P.&,�464.91 P.E=464.9 R70.18:6, mil I W / A -10 "PUE Use'. I IN 1, lip %W L Q I : l000l', I N I ... 0..,1 20 CONSTRUCT C0MBINA%770N RETAINING GARDEN WALL BY SEPARATE PERMIT ) I - BOTTOM OF WALL 5" X 13" OPENING j, I �� 1;0 09 12 10539 S.F. o ca P .=466.2 M- III I IV ............ -�,APN* -767-"4aO-OO6 'APN* 767-480-004 APN -002 VW-7677480-k�01 APN 767-480-007 PW-7157-46ff J . . . . .......... . APN 787�480 hi -T, I EASEMENT FOR INGRESS AND EGRESS Arp !A& R WATER Inn Inn RR -IRR- 1 B, R RR RR RR IRRIGA77ON DELIVOY LINE AND TELEPHONE 12' TRACT 9 N N, -APN 76758001 1. NE ,. 767-580-014 V %! i1 0 2 40 80 J I GI�APHIC 144; % % . ........... 4 80 r9c. bit �/ e k . �,-�-555 !I p6 6 lig ti is 1-2" q4 p FE kropXj Ik WCT BDY. L t'O 100.00' 100.00" 102.00' 103.W "I \\A7=7W 103.00' -46Z5/ �77. 4TY ffA.Z/ NNL-,* ----0 70.00TW 47 1 - Iq 102.00 .5 46914 74 X\ !�J-- 472.67TW 472.67TW 472.67TW 471 34TW 47 . 4TW -462.67TF 462.67TF 6 M73 0 62A QTT>T 462.00TF L 4 F6- g 4. FG 471 -UTW 2 FG I FG 4 67 34 FG r7 0 463.5 FG 64.677F 465.7 FG 46 46Z4 465.6 FG 5.7 FG A4 400./ FG 465.7 FG OK C -4 _TJ I - A A 24 30 -41,572 S.F 37 2j.n S. F. C q K 11,572 S.F. 4 > .)e- P.E=465.7 14 P.E=465.7 CS P.E-463.5 *t =463.5 36 C 6 P.E=467.5 IPE=46;7.4 P.E=465.6 00 11, 190 S.F. 14,972 S. F. 14,972 S.F. 16 9 1 44 8 "1-, - CS ....... ........ 2-- 14r?4 -S.F. 14,972 S.F. 14,972 S.F. P.E=464.1 4 - cc IF -%a I - Q P.E=463.3 C x %--%tw/L (ITIJ) (TYP) %rl CCE % 4 IN A PLy N W -imp W*i, 1 0.80 &I W Z. IL A 68.67 -4 FA 1J4 V -p -z F97 r I 25 39 Pue 110 14 10, P -18 21 B 32 OU Lri 0,249 10,28,' AN 0,2�2 i BSL 10,282 S.F 10,282S... z 2 IN W- 10m-'"-B.S.L 'LEW 10 P.E=463.4 I _ I P.E.=463.1 IVA 'Lin N, 14 aW.A k WA k 468.6 TW J X90 t ME' 46 N 131. 4 k, IVA 173. WA MOO N NO W. 20 1 19 J- in I I Umt IZ37J S.F. 1z i 1 12,499 S F-" 14. k EPA 'I P.E.=463.3 P.&,�464.91 P.E=464.9 R70.18:6, mil I W / A -10 "PUE Use'. I IN 1, lip %W L Q MAO. ;95,094 SX.7) P E.=464.1 T 1 170) tc, 7W . . . ... . .. ........ ... ... ...................... . ..... . .. . .... . .. . ..... . ...... 9 7t ........ . .......... . .... ....... ........ .... rrr. �.r-.fir ...... . ..... .. . ... . ..... MH IV 09 � 11 1q A MW I - 0, -'. W -,mazi V11 MRS b -XI L Irg, - -.- aomm I I LA ii! NINAFI Mal Pul" ;X7A n. - W 4, AAW I - I - 'd HUMAN, t SII �� Lms swnon I.J FAI 10 7 5 6 PAW 9 8 1 04 1 9,211 S.F. &FS1 P0 P.E.=465.8 P.E=465.., P.E.=464.5 P.E=463.6 464.1 PIL IVA U. 6' BLOCK WALL 463.3 ........ 465.8 465.8 465.3 465.3 464.9 464.9 464 463.6 463.6 2 94 ASS' 9 -A' I -W �'Z tA M'J FA M A 0 - Orr ff-alp. ,-% mss-- -- 0 b -- i - z - (y) - - I FFA C C, Q V tA62. ki 'Cl ON SZ9 Ci k, 39 7F) co RIC R1 6 .......... 6 Coco J,• kRK.-- Z. _.........» ........ . ............ . ......... . APN 767-540-019 Cut-$ ------ ap (RJTURE WaL S17E ME- -1. 1- 0444-4'� --4 C C PUU 5 2,c -A A PER L ii • J 0 ZCL CZL Pol Pol Pol 7R. 29347 CL- R IRC CL 0 4; *1 19AIP ).q I; A g .14^1 19C f I I + P.E.=(468.0) P.E=(46Z9) P.&.=(46Z6) PE. (467.3) P.E='(467.0) P.E=(466.4) P.E=(466. 1) PLE=(465.8) P.E.=(4653) P.E=(465.0) P.E=(464.5) LEGEND PRIVATE ENGINEER'S NOTES TO CONTRACTOR CUT AREA The existence and Joccmon or any underground utility pipes, conduits or structures0 shown n these plans are obtained by a search of the available records. To the best of our knowledge NOTF-- AREA OUTSIDE HATCH BOUNDARY there are no existing utilities except as shown on these plans. The contractor is required to take ARE CONSIDERED ME AREA. REVISIONS: due precautionary measures to protect the utility lines shown on these drawings. The contractor NO. BY DATE DESCRIPTION APP DATE further assumes all liability and responsibility for the utility pipes, -conduits or structures shown or not shown on these drawings. M.H. 6.25.13 UPDATED SIGNATURE BLOCKS Important Notice - Underground SeMce Alert Construction contractor agrees that in accordance with generally accepted construction practices, Section 4216/4217 of the Government Code requires construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and a D' kei Identification Number be issued before a property; that this requirement shall be made to apply continuously and not be limited to normal 'Permit to Excivote will be valid. For your Dig Alert working hours, and construction contractor further agrees to defend, indemnify and hold design Identifation Number call Underground Sen(m Alert rofessional harmless from any and all liability, real or alleged, in connection with the performance TOLL FREE at 1-800-227-2600 two working I days of work on this project, excepting liability arising from the sole negligence of design professional. before you dig. CONSTRUC77ON NOTES I : l000l', I N I ... 0..,1 20 CONSTRUCT C0MBINA%770N RETAINING GARDEN WALL BY SEPARATE PERMIT ) I - BOTTOM OF WALL 5" X 13" OPENING j, I �� 1;0 09 12 10539 S.F. ca P .=466.2 MAO. ;95,094 SX.7) P E.=464.1 T 1 170) tc, 7W . . . ... . .. ........ ... ... ...................... . ..... . .. . .... . .. . ..... . ...... 9 7t ........ . .......... . .... ....... ........ .... rrr. �.r-.fir ...... . ..... .. . ... . ..... MH IV 09 � 11 1q A MW I - 0, -'. W -,mazi V11 MRS b -XI L Irg, - -.- aomm I I LA ii! NINAFI Mal Pul" ;X7A n. - W 4, AAW I - I - 'd HUMAN, t SII �� Lms swnon I.J FAI 10 7 5 6 PAW 9 8 1 04 1 9,211 S.F. &FS1 P0 P.E.=465.8 P.E=465.., P.E.=464.5 P.E=463.6 464.1 PIL IVA U. 6' BLOCK WALL 463.3 ........ 465.8 465.8 465.3 465.3 464.9 464.9 464 463.6 463.6 2 94 ASS' 9 -A' I -W �'Z tA M'J FA M A 0 - Orr ff-alp. ,-% mss-- -- 0 b -- i - z - (y) - - I FFA C C, Q V tA62. ki 'Cl ON SZ9 Ci k, 39 7F) co RIC R1 6 .......... 6 Coco J,• kRK.-- Z. _.........» ........ . ............ . ......... . APN 767-540-019 Cut-$ ------ ap (RJTURE WaL S17E ME- -1. 1- 0444-4'� --4 C C PUU 5 2,c -A A PER L ii • J 0 ZCL CZL Pol Pol Pol 7R. 29347 CL- R IRC CL 0 4; *1 19AIP ).q I; A g .14^1 19C f I I + P.E.=(468.0) P.E=(46Z9) P.&.=(46Z6) PE. (467.3) P.E='(467.0) P.E=(466.4) P.E=(466. 1) PLE=(465.8) P.E.=(4653) P.E=(465.0) P.E=(464.5) LEGEND PRIVATE ENGINEER'S NOTES TO CONTRACTOR CUT AREA The existence and Joccmon or any underground utility pipes, conduits or structures0 shown n these plans are obtained by a search of the available records. To the best of our knowledge NOTF-- AREA OUTSIDE HATCH BOUNDARY there are no existing utilities except as shown on these plans. The contractor is required to take ARE CONSIDERED ME AREA. REVISIONS: due precautionary measures to protect the utility lines shown on these drawings. The contractor NO. BY DATE DESCRIPTION APP DATE further assumes all liability and responsibility for the utility pipes, -conduits or structures shown or not shown on these drawings. M.H. 6.25.13 UPDATED SIGNATURE BLOCKS Important Notice - Underground SeMce Alert Construction contractor agrees that in accordance with generally accepted construction practices, Section 4216/4217 of the Government Code requires construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and a D' kei Identification Number be issued before a property; that this requirement shall be made to apply continuously and not be limited to normal 'Permit to Excivote will be valid. For your Dig Alert working hours, and construction contractor further agrees to defend, indemnify and hold design Identifation Number call Underground Sen(m Alert rofessional harmless from any and all liability, real or alleged, in connection with the performance TOLL FREE at 1-800-227-2600 two working I days of work on this project, excepting liability arising from the sole negligence of design professional. before you dig. CONSTRUC77ON NOTES 0. ITEM Q CONSTRUCT 6' GARD)EN WALL BY SEPARATE PERMIT) 20 CONSTRUCT C0MBINA%770N RETAINING GARDEN WALL BY SEPARATE PERMIT ) I - BOTTOM OF WALL 5" X 13" OPENING j, I UTE lvi TILM This plan supersedes theplan previously approved on July 3, 2007, and is Identical CITY df except for those revisions noted hereon. Plap e R.C.E.55606 Michael D. Hacker Exp. 12-31-14 APPROVED BY. CITY OF. LA QUINTA 11� www.beftecinc.com CNTY, C>r-= L-A C:>UINTA 42-675 Melanie Place, suite P 7YI L/1-3 ROUGH GRADING PUN HEI E Palm Dmrk Califomia 92211 C 0 N S U L T I N G 76o.34o 9or.0 Fa x760.340.9070 TAY R. JON. RVhd45843 'EXP. DATE: /l 2/31/14 20F PU UC WORKS NKCTOR CITY ENGINEER No. 6 TRACT NO. 32742 PREPARED UNDER THE DIRECT SUPERVISION OF: Lip. 12/31/14 SCALE: As SHOINN BENCH MARK: PLOT DATE: 06126113 R -R SPIKE 'IN PIP AT NORTHWEST COR. AVE 50 3 SHEET'S 06126113 CIVI1. DESIGN BY. M.H. Nvu MUNAVL SMEE7 ELEVA710N 499.71 DATE MICHAEL D. HACKER R.C.E. NO. 55606 OF C DRAWN BY. M.G. (AVD 29, 500.00' ADDED TO MN I TAIN POSMVE FORTION OF THE NE 114 OF THE SE 114 OF SEC. 15, T6S, R7E, S.B. M. FILE NO. EXPIRES .12-31-14 CHECKED J.R. MAIMS)- W-0-0511071 FOR: MONTERRA PROPERTIES, LL ONST. GARDEN WALL ONST. GARDEN WALL CONST, 6' BLOCK WALL (PER SEPARATE PERMIT) (PER SEPARATE PERMIT) 160«^� (PER PRECISE GRADING PLAN) t■w...rt�. •o L CROP. RRQP. GRAPHIC SCALE: 110 'frin, SWALE . . SWALL a 5,5 55 EX. 30' ROAD ESMT. EX. 30' ROAD ESMT I d /11 I I nI T A EX. EX. IRI Vi7R SI DS '` rnl l hI TY jD% VARIES 12' 43' '°G, VARIES 12 43' 3:1 MAX.2 SLOPE. do GUTTER BARRIER 9' 9' I 1.5 _(04 CURB .c ,co j' CONST. 6 BLOCK WALL NOT TO SCALE NOT TO SCALE (PER PRECISE GRADING PLAN) IN 2:1 -SLOPE MAX ywo LANDSCAPED PAD 1rLEY. PAD ELEY. Df.BLOCK WALL � CONST. 6' GARDEN WAIL —% PEI? SEPARATE PERM 1 MEDIAN 8' MEANDERING COMPACTED SUBGRADEJ - Z ~ 1 SIDEWALKi•� cE� Q w 11 l/�(" n. n n r%1 S PROP. 18" l WATER MAIN EPSWALE CURB LA QUI N TA Ex. 30' ROAD ESMr. Ex 30' ROAD ESMr RI VERSI DE COUN T Y EX GGi & GUTTERo.5x MIN. EX. EX. ElP EX. ASPHALT EX. ASPHALT EIP BROWN DEER PARK PROP. PROP. t FUTURE P/. L A 20' R1W 110' (ULTIMATE R/W) — — — — R/. W _ SECTION D D Y (PUBLIC) 1.5' . 43' . CURB PROP. GUTTER BARRIER CURB 900-90r. N. C:- 8' MEANDERING—'I n WOM SIDEWALK BASE COURSE COMPACTED S PROP. 18" D.I.P. 31' - - 18 P. A.C. PROP. PAD ELEV. WATER MAIN f T 1 M EX. 21 VCP 3 r 1 MIN. WEDGE 3;1 M�(• MONROE STREET( SEWER MAIN PAD ELEV. _ 2X_1 CURB STA 20+02.38 TO 20+59.81 110 , PCONST.. COMBINAA'DN & GARDEN WALL/ RET. WALL STA. 24+57.19 TO 26+41.04PER SEPARATE PERU II) .SIDEWALK ( II) . PROP. BASE COURSE` WEDGE .o PAD a". STREET SECTION7YP/CAL COMPACTED SUBGRADE �'1' 2� 2% CURB PER PLAN NOT TO SCALE V. GROUND P/L 16' PARKWAY R 10' PUE 0.5' PAD ELEV. 3•1 BASE COURSE -1 / `-BASE COURSE COMPACTED SUBGRADE CO UFACTED SUBGRADE PROP. ROUGH GRADE LINE BOTTOM OF i RETENTION BASIN -454.0 ENTRANCE - FOUR SEASONS' PLACE XA� TYPICAL ROUGH GRADE SECTION NTS PREPARE CITY of LA QUINTA 1st SUBSTITUTE MI�LAR BOTTOM OF WALL Pian Set No. an NO. plan supersedes the pian plreviously 5' X 13' OPENING www,heitecinc.com r rove 4275 Melanie Place. sone P - WALL FOOTING aPP don July 3, 2007, and ins identical ' f 7J l� except for thane revisions notedi hereon. EIAH Palm Desert, California 92211 C O N T 1 N G 7W.340.9060Fox760.340.9070 OPEN WALL I AIL NOT TOS R. SCALE �� C.E. 55606 Michael Ml h D. Hacker _ _ � cker Exp. 112 31 14PRIYA .. ....-•£�. �. ...... -. yam` NOTES TO CONTRACTOR TE ENGIN and utility i The existence and location of any undergro ty p pas, conduits or structures shown on these plans are obtained by a search of the available records. To the best of our knowledge there are no existing utilities ' ' "ties exceptas shown on these plans. The contractor is required to take REVISIONS: due precautionary measures to protect the utility lines shown on these drawings. The contractor p NP. BY DATE DESCRIP'T'ION APP DATE further assumes all liability and responsibility for the utility pipes, conduits or structures shown or not shown on these drawings. Imp 62513 UPDATED SIGNATURE BLOCKS • oma^ or'tant Notice —Underground Sernce Alert - Construction contractor agrees that in accordance with generally accepted construction practices. $action 4216 4217 of the f�overnrt>ent Code requires construction contractor will be required to assume sole and complete responsibility for job site a cl Vert /ratification Number be issued before a conditions during the course of construction of the project, including safety of all persons and 'a De to `EIdenUrl: n11 be valid. For your Dig Alert property; that this requirement shall be made to apply continuously and not be limited to normal Identification Number call Underground Service lert working hours, and construction contractor further agrees to defend, indemnify and hold design two . professional harmless from an and all liability, real or alleged, in connection with the performance TOLL FREE at 1-BW-227-26006IN days r oworic on this project, excepting liability arising from the sole negligence of design professional. before you dig. APPROVED BY: CITY OF LA QUINT, . Chit C>� t_A QUI — /� wwwHE10"" EL.heitecinc.corn Q� y. 42b75 Melanie Place, Suite P f D. f R(f�1 GRADING 1�(� IAV! P Palm Desert, California 92211 1 6O ! 1 V UGH G ADI i G PLAN C O N S U L T I N G 760.340.9060 Fax760-W.9070 � P THY R. J N OF .C.E. 45843 EXP. DATE: 2/31 14 UBLIC WORK TRE / CITY ENGINEER` ACT No 55606 O. 32742 SCALE: AS SHOWN PREPARED UNDER THE DIRECT SUPERVISION OF. �. I1/1+ BENCH MARK. PLOT DATE: 08/26/13 R.R. SPIKE lIV PP AT NORTNN�3T COR AVE 50 SHEETS 3 06 26 13 S'T CIVIL DESIGN AND MONROE STREET. 0"A7I0N 499.71 / '(�� n �--- q BY. M.H. OF c,�.� PORTION OF THE NE 114 OF THE E / S 114 OF SEC 15 T6S R7 / . E, S B.B.AlI. DATE MICHAEL D. HACKER R.C.E. NO. 55606 DRAWN BY: M.G (NVGD 29, 500.00' ADDED TO JIAINTAW POSMVE FILE NO. EXPIRES 12-31-14 CHECKED BY: J.R. El�vanoNs), 051107 MONTERRA PROPERTIES, LL DW W.O. FOR: 9;51 J07RG03' _. I I i i 3 1 2 2 3 MIN. ,MIN• MIN. MIN. � (MAX.) `�cc�4: P� HED m MIN' 0.5 INN m Fl (SHED jD% VARIES 12' 43' '°G, VARIES 12 43' 3:1 MAX.2 SLOPE. do GUTTER BARRIER 9' 9' I 1.5 _(04 CURB .c ,co j' CONST. 6 BLOCK WALL NOT TO SCALE NOT TO SCALE (PER PRECISE GRADING PLAN) IN 2:1 -SLOPE MAX ywo LANDSCAPED PAD 1rLEY. PAD ELEY. Df.BLOCK WALL � CONST. 6' GARDEN WAIL —% PEI? SEPARATE PERM 1 MEDIAN 8' MEANDERING COMPACTED SUBGRADEJ - Z ~ 1 SIDEWALKi•� cE� Q w 11 l/�(" n. n n r%1 S PROP. 18" l WATER MAIN EPSWALE CURB LA QUI N TA Ex. 30' ROAD ESMr. Ex 30' ROAD ESMr RI VERSI DE COUN T Y EX GGi & GUTTERo.5x MIN. EX. EX. ElP EX. ASPHALT EX. ASPHALT EIP BROWN DEER PARK PROP. PROP. t FUTURE P/. L A 20' R1W 110' (ULTIMATE R/W) — — — — R/. W _ SECTION D D Y (PUBLIC) 1.5' . 43' . CURB PROP. GUTTER BARRIER CURB 900-90r. N. C:- 8' MEANDERING—'I n WOM SIDEWALK BASE COURSE COMPACTED S PROP. 18" D.I.P. 31' - - 18 P. A.C. PROP. PAD ELEV. WATER MAIN f T 1 M EX. 21 VCP 3 r 1 MIN. WEDGE 3;1 M�(• MONROE STREET( SEWER MAIN PAD ELEV. _ 2X_1 CURB STA 20+02.38 TO 20+59.81 110 , PCONST.. COMBINAA'DN & GARDEN WALL/ RET. WALL STA. 24+57.19 TO 26+41.04PER SEPARATE PERU II) .SIDEWALK ( II) . PROP. BASE COURSE` WEDGE .o PAD a". STREET SECTION7YP/CAL COMPACTED SUBGRADE �'1' 2� 2% CURB PER PLAN NOT TO SCALE V. GROUND P/L 16' PARKWAY R 10' PUE 0.5' PAD ELEV. 3•1 BASE COURSE -1 / `-BASE COURSE COMPACTED SUBGRADE CO UFACTED SUBGRADE PROP. ROUGH GRADE LINE BOTTOM OF i RETENTION BASIN -454.0 ENTRANCE - FOUR SEASONS' PLACE XA� TYPICAL ROUGH GRADE SECTION NTS PREPARE CITY of LA QUINTA 1st SUBSTITUTE MI�LAR BOTTOM OF WALL Pian Set No. an NO. plan supersedes the pian plreviously 5' X 13' OPENING www,heitecinc.com r rove 4275 Melanie Place. sone P - WALL FOOTING aPP don July 3, 2007, and ins identical ' f 7J l� except for thane revisions notedi hereon. EIAH Palm Desert, California 92211 C O N T 1 N G 7W.340.9060Fox760.340.9070 OPEN WALL I AIL NOT TOS R. SCALE �� C.E. 55606 Michael Ml h D. Hacker _ _ � cker Exp. 112 31 14PRIYA .. ....-•£�. �. ...... -. yam` NOTES TO CONTRACTOR TE ENGIN and utility i The existence and location of any undergro ty p pas, conduits or structures shown on these plans are obtained by a search of the available records. To the best of our knowledge there are no existing utilities ' ' "ties exceptas shown on these plans. The contractor is required to take REVISIONS: due precautionary measures to protect the utility lines shown on these drawings. The contractor p NP. BY DATE DESCRIP'T'ION APP DATE further assumes all liability and responsibility for the utility pipes, conduits or structures shown or not shown on these drawings. Imp 62513 UPDATED SIGNATURE BLOCKS • oma^ or'tant Notice —Underground Sernce Alert - Construction contractor agrees that in accordance with generally accepted construction practices. $action 4216 4217 of the f�overnrt>ent Code requires construction contractor will be required to assume sole and complete responsibility for job site a cl Vert /ratification Number be issued before a conditions during the course of construction of the project, including safety of all persons and 'a De to `EIdenUrl: n11 be valid. For your Dig Alert property; that this requirement shall be made to apply continuously and not be limited to normal Identification Number call Underground Service lert working hours, and construction contractor further agrees to defend, indemnify and hold design two . professional harmless from an and all liability, real or alleged, in connection with the performance TOLL FREE at 1-BW-227-26006IN days r oworic on this project, excepting liability arising from the sole negligence of design professional. before you dig. APPROVED BY: CITY OF LA QUINT, . Chit C>� t_A QUI — /� wwwHE10"" EL.heitecinc.corn Q� y. 42b75 Melanie Place, Suite P f D. f R(f�1 GRADING 1�(� IAV! P Palm Desert, California 92211 1 6O ! 1 V UGH G ADI i G PLAN C O N S U L T I N G 760.340.9060 Fax760-W.9070 � P THY R. J N OF .C.E. 45843 EXP. DATE: 2/31 14 UBLIC WORK TRE / CITY ENGINEER` ACT No 55606 O. 32742 SCALE: AS SHOWN PREPARED UNDER THE DIRECT SUPERVISION OF. �. I1/1+ BENCH MARK. PLOT DATE: 08/26/13 R.R. SPIKE lIV PP AT NORTNN�3T COR AVE 50 SHEETS 3 06 26 13 S'T CIVIL DESIGN AND MONROE STREET. 0"A7I0N 499.71 / '(�� n �--- q BY. M.H. OF c,�.� PORTION OF THE NE 114 OF THE E / S 114 OF SEC 15 T6S R7 / . E, S B.B.AlI. DATE MICHAEL D. HACKER R.C.E. NO. 55606 DRAWN BY: M.G (NVGD 29, 500.00' ADDED TO JIAINTAW POSMVE FILE NO. EXPIRES 12-31-14 CHECKED BY: J.R. El�vanoNs), 051107 MONTERRA PROPERTIES, LL DW W.O. FOR: 9;51 J07RG03' _. I I i i