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MUP 2000-226City of La Quinta Community Development Department 78-495 Calle Tampico La Quinta, California 92253 (760) 777-7125 FAX: (70401233 JUL 17 M OFFICE USE ONLY Case No'� —7-26 Date 1jecvd. "7" /7 —a !PZ Fee. 77 ab Related Apps.: Logged in by: MY OF LA QUINT; APPLICATION FOR MINOR USE PERMIT APPROVAL MINOR USE PERMIT applications are reviewed and approved by the Community Development Director pursuant to Section 9.210.020, of the Zoning Code. The purpose of the review is to ensure that land uses requiring the permit do not have an adverse impact on surrounding properties, residents, or businesses. (Print) I, MAILING ADDRESS 5S. 4 51 :50. H /(.CSS Phone No.%�oo .�i / 2 -- CITY, CITY, STATE, ZIP: to Cb i^i T1 , C --Ar Fax No. 760 - .SZ'{- 2-F0 3 PROPERTY OWNER (If different): 444lO?'4 E971A'`ISS 1 , LL-C— (Print) MAILING ADDRESS: C A'1' C Phone No. CITY, STATE, ZIP: Fax No. PROJECT LOCATION: AoA-wt*! cismif S rZ AG.4 WEV-7- PROPOSED USE AND/OR CONSTRUCTION (Including operational information): L'ovq G oJ4, A-5 65 P4 �-oV 1E 4 11 * PhM-S -JAr.,ft -after irle G• 07 17Ib ^o -pa, /SA Les c 1ne, P• �„�/� (attach sheets if needed) LEGAL DESCRIPTION (LOT & TRACT OR A.P.N.): -7L- .T Zr14t 5 I - 8/- OIfS AIA T10MAL— % "Ir IS al- l(S #44A71vMAt.-- A18\Minor Use Permit APPLICANT N Ot-MAe1 'ES^rlyes Irleq P.10. 1-0 PAS C o • , /ru C,.r (Print) I, MAILING ADDRESS 5S. 4 51 :50. H /(.CSS Phone No.%�oo .�i / 2 -- CITY, CITY, STATE, ZIP: to Cb i^i T1 , C --Ar Fax No. 760 - .SZ'{- 2-F0 3 PROPERTY OWNER (If different): 444lO?'4 E971A'`ISS 1 , LL-C— (Print) MAILING ADDRESS: C A'1' C Phone No. CITY, STATE, ZIP: Fax No. PROJECT LOCATION: AoA-wt*! cismif S rZ AG.4 WEV-7- PROPOSED USE AND/OR CONSTRUCTION (Including operational information): L'ovq G oJ4, A-5 65 P4 �-oV 1E 4 11 * PhM-S -JAr.,ft -after irle G• 07 17Ib ^o -pa, /SA Les c 1ne, P• �„�/� (attach sheets if needed) LEGAL DESCRIPTION (LOT & TRACT OR A.P.N.): -7L- .T Zr14t 5 I - 8/- OIfS AIA T10MAL— % "Ir IS al- l(S #44A71vMAt.-- A18\Minor Use Permit :uMMe `�u �► 0 ❑ Plot Plan, floor plans and elevation plans (as determined by Community Development Department staff). Five(5) ets of plans on 8'/Z" x 11" sheet or folded down to 8'/2" x I I". ❑ Filing fee for Minor Use Permit. If filing multiple applications, the most expensive application will be charged full fee, with remaining related applications discounted 50% for each. This discount does not apply to Environmental Information form. NAME OF APPLICANT N04440#04 'T S �� • C— �� Go • . �� L (Please Print) SIGNATURE OF APPLICANT DATE - /7- :T. 7- 00 M AJ NAME OF PROPERTY OWNER k400gs►4+(LL-C--- (Please Print) SIGNATURE OF PROPERTY OWNER(S) IF NOT SAME AS APPLICANT: DATE, (Signature provides, consent for applicant to use site for proposed activity). DATE (Separate written authority by owner to submit application may be provided) NOTE: FALSE OR MISLEADING INFORMATION GIVEN IN THIS APPLICATION SHALL BE GROUNDS FOR DENYING APPLICATION. A I Minor Use Permit July 19, 2000 10 f TW� � �w FILE COPY uio I P.O. Box 1504 78-495 CALLE TAMPICO LA-QUINTA, CALIFORNIA 92253 Mr. J. R. Mauro, Vice President R.C. Hobbs Company, Inc. 55-487 Southern Hills La Quinta, California 92253 (7 60) 777-7000 (TDD) (760) 777-1227 SUBJECT: MINOR USE PERMIT 2000-226 (NORMAN ESTATES II, LLC) Dear Mr. Mauro: The Community Development Department has approved your request to establish a temporary model home sales facility and guest parking lot on Lots 17-21 of Tract 29657-2 (National Drive) pursuant to Section 9.60.250 of the Municipal Code, subject to the following conditions: 1. Obtain a building permit. 2. Mounted on the exterior of the sales office front door shall be a written notice providing emergency personnel your 24-hour emergency phone number they can call in case problems arise that need your prompt attention (i.e., minimum 1" high letters). 3. The proposed guest parking lot shall be constructed before the sales complex is used by the developer. Landscape and irrigation improvements for the parking lot shall be installed prior to opening the model sales complex. 4. A sign permit is required for any on-site advertising. 5. Install one 2AIOBC fire extinguisher inside the front exit door of the sales office. 6. A $2,500.00 security deposit shall be posted insuring that the temporary improvements are removed from the site once this permit expires. 7. The parking lot shall be removed upon the discontinuation of use for model home offices within 30 days. MUP226 Norman - 42 greg 10'urr IFA The City may elect to add Conditions to this application request to mitigate any problems that arise not previously addressed herein. The temporary model home sales complex shall be removed within one year, unless an extension is granted by the Community Development Director. This decision may be appealed to the Planning Commission provided the necessary paperwork and filing fee of $175.00 are filed with this office within 15 days. If you have any questions, please contact me at 760-777-7067. Sincerely, COI,VIMldNIWY DEVELOPMENT DIRECTOR Enclosures c: Community Development Director Building and Safety Director Public Works Director Code Compliance Department Fire Department Betty Sawyer, Executive Secretary Diane Aaker, Senior Secretary (B & S) Counter Technician (B & S) MUP226 Norman - 42 greg L 3133 32 Tom? KINGSTON _H EA_ TH GOLF COURSE 1 -.4 1 31��30 , 297 28TV 26, . 24T 23T r2 t r20 -1 21 I 2 r � �' pl 71 PI 71 I. oil 011091 LOT D `!e 1 �"� r — --_ Tract 29348-1 � X27-1 1 �� 2 r 3hr - - --7-T-r-r-I--rte--r-- - 5 a1° �L or r 5 ► 41M7 8 1 9 110111 1121131141151161171 — __-- .fl 9I�r SIO. � � __--__--- 28 �!1--C-1--�--1-1-1-1-L-L-L J_1 1 �.� 11.i` ,, `` S. 1 4 '� �/t (� 0 h h 1jn h 1n o i , i ` \ 3` a LOT A 1 1 1 2 1 3 1 41 516 1 71 I Oo 8 ,. J Chi () �' be � � ( 10 12 , �� I 1 I I I i Tract 29 d9.2 n n 16 ' s- C �t3► 3$0 -db i ! 5 3 5 9// >. h TOWN INS 1,0 5 S 58 I $ yo5 y is 1 8 r ^� _ 141 1 57 TRACT NO. 29136 1k----- '--J, -�--- ' 6 Ss' /(.,o M.B.7 564 i I/ SS' i 7 Q r ,�15o ' °O :�J TRdO r W �9 , 55 S S-s�o GOLF COURSE Q r 1 s - ' � -pro 25 '��,, ; 5i9.f �6 � r�C� ; a a o 635 9� S 3S LS �I r '17153° o'7 I M - 4 0 ILE' 57S 10 53 ss' s80 S 7� 4-y18�-ro qQ �,�9 SS- 625 11 �-- o O p '- -� `�� , �n .9r 482� 3 � oLOT K1S 3 , 1 ,, rT r�T-r-t -� T' T_ X413 r 1 ► Tract 29349-2 M �" M �' a r- I .�, r r 1 trd . �-r 1 655 12—II I r l r r T -;- r 64s 13 ' LOT p1v�M 4a 39 � � � �6�� ,�. 1 12►31 rs►� %£�!//c fi/�zl 131i5�yS1��. " T� 41 37 J� n ��' J-LJ_1_L (-.i_L_l-1_L I 735 t4 Q ' NgTIONAL- 044 43 42 36 J9 O �\ro�Sy"� i r T— J 1 r - 3,6 1- 7%5 15 81 51 50 49 48 47 46 ?5 -r, '`� ��. ��`t'1 1� 32�3� I;�'I r r I 52 I� `� �0 �3 0 � 30 3t 32 �. 33 i � 1-L � _ L J 1 L - ��t-w Z3 'JLJ- .a T 16 00 °iO `b ° 28 29 `\ � � � h �� 4 � e!U �Sg , n� E a 17 20 21 22 23 24 25 26 27 VN M O i y i� � v` Jc t0 I 18 19 6 to T T. 2 136 LOT M o GOLF COURSE "''" r, 11 ®F R r " 11 3 24 00 35 " fA 107.Lv ii l LOT L 1 20 (7 `1-7 (� N 89'13'08'E 1243.36' (1243 35' PER P.M.B. 33%53) — — — — — — — — — — — — — — 1315.73' (1315.72 — -----%-------�--------------------------Z_�T---------- ( 1315.13' U315.11'> N 89'46'50'[ N 46'35'16'V N 2'25'26'V N 89'13'08'[ 2631.46' (2631.43) (32.06' PER PxB. 33/53) (55.02) 81-320 A,0 AIRPORT BOULEVARD lZl2tI49� SW CORNER SECTION 15 FD. 1' I.P., RCE 13095, FWSH, FD. 1-1/1C IP., LS. 4693, DN. 0.5', SOUTH 1/4 CORNER SECTION 15 o PER TRACT N0. 21643, Y.B. 203/37-50 PER P.Y. 14791, P.Y.B. 90/83-85 FD. 2' LP., L.S. 3561, DN. 0.5', PER TR. 21643, M.S. 203/37-50 I FD. N&T, LS. 3651 PER P.Y. 14791, P.N.B. 90/83-85 "v�r 1/4 CORNER SECTION 22 ItD. 3/4' I.P., R.C.E. 16807, DN. 1.8' Norman Estates at PGA West 1 I / y TRAC NO. 29136 � LOT C `1I LOT Z8 ` PGA WEST I � g 1 OWNER NORMAN WTATM L LLC 1 601 NORTH AU PhM 9 I yl I w OM assn I ff `. �a1 BUILDER 4 /' G A c' W OFFICE 1 R.G FIOBBB 00. NC. H 56 i'. `✓A ICG rroTj ,.90 E. CHAPMAN AVENUE OFLANW- CA 928M �1 57^0 2a .o p \\ jwobeL� XLj" 56 y"ENGINEER ;I 6 MDS:K-A- Phase 8 54 0 1 , 11 1 I 1 1 1 Phase 7 1 " y6 37 2 1 39 41 40 I 36 I 3 ; 42 35 43 I 44 Phase 8 34 5 47 I 0 48 11 1 52 1 Q AP 1 Phew 10 phi 4,,-- 32 laws A P 2B O. �I T----- ---- a--- --- e � e 27 --- ae 2 an 26 v 17 '� 23 24 i ti SR 19 rf 1 0 1 I \ 4 50 \ 0� P O \ 290 41210 � o� a� \ 4.26 0 474.5 FS 474.20 FSO 2 0 62. 56' FL -GB x%473 FS 473.1o Ft to cq 479.2 TW ^ GF=474.0 472.2 TFif II 0 o� 79g 20.86CL ' GF=474.0 479.2 TW x.67' 4 79.2 472.2 TF -- 472.2 TF z � z 0 0 0 0 412 F�- FF=474.5 �0 PAD=474.0 1O 29.59' FL \ 0.509 79.2 TW rRA�T 68 �1/�Q '� 472.2 TF e00 NDq _`` 0.507. MIN / ��> I LU Zr +'T d LJ • -vv _0 ate, W W4, ,->tMILI; Chi- G^C-prff l =474.5 =474.0 ).507- MIN ,-- EXIST WATER NAI Hl jp+ I ti rF- Li � Ob �O yl Csl Mertz c AIL- as-AK-A15- /IVZ CONSTRUCTION NOTES 1. VERIFY SITE INFORMATION, INCLUDING LIMIT OF WORK AND/OR PROPERTY LINES, CURB AND GUTTERS, UTILITIES AND OTHER INFORMATION AFFECTING THE SCOPE AND EXECUTION OF THE WORK. IF ACTUAL SITE CONDITIONS VARY FROM WHAT IS SHOWN ON THE LANDSCAPE ARCHITECTURAL DRAWINGS, CONTACT THE OWNER AND LANDSCAPE ARCHITECT FOR DIRECTION ON HOW TO PROCEED. 2. PERMITS: CONTRACTOR TO OBTAIN AND PAY FOR ALL REQUIRED PERMITS. 3. NOTIFY UNDERGROUND SERVICE ALERT, TELEPHONE (800) 422-4133, A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO START OF CONSTRUCTION. 4. PERFORM ALL WORK IN COMPLIANCE WITH CITY OF LA QUINTA REQUIREMENTS AND ALL OTHER STATE, COUNTY AND LOCAL APPLICABLE CODES AND ORDINANCES. 5. LAYOUT AND FIELD VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. COORDINATE WITH GRADING, LIGHTING, PLANTING AND IRRIGATION IMPROVEMENTS. OWNER'S REPRESENTATIVE AND SOILS ENGINEER WILL EVALUATE LAYOUT AND FORMWORK FOR DESIGN INTENT. DO NOT PLACE CONCRETE PRIOR TO APPROVAL. 6. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. WHOLE NUMBERED DIMENSIONS INDICATE WHOLE FEET, NO INCHES. 7. ALL DIMENSIONS ARE TO OUTSIDE FACE OF STRUCTURE UNLESS OTHERWISE NOTED ON THE DRAWINGS. 8. INSTALL ALL INTERSECTING ELEMENTS AT NINETY (90) DEGREES TO EACH OTHER UNLESS OTHERWISE NOTED. A 9. JOIN NEW AND EXISTING SURFACES FLUSH UNLESS OTHERWISE NOTED. 10. CURVE TO CURVE AND CURVE TO TANGENT LINES SHALL BE TRUE AND UNIFORM. 11. SUBMIT TO OWNER'S REPRESENTATIVE ONE 4' X 4' SQUARE SAMPLE OF EACH CONCRETE TREATMENT TO BE USED. APPROVED SAMPLES WILL SERVE AS THE STANDARD FOR CONSTRUCTION. CONSULTANTS LANDSCAPE ARCHITECT FORREST K. HAAG, ASLA, INC. 250 NEWPORT CENTER DRIVE SUITE 104 NEWPORT BEACH, CA. 92660 TEL: (949) 719-0554 FAX: (949) 719-0564 PROJECT ARCHITECT RNM A.RCH!TECTS- PLANNERS 4611 TELLER AVENUE NEWPORT BEACH, CA 92660 MARK KINER TEL: (949) 752-1800 FAX: (949) 833-9603 CIVIL ENGINEER MDS CONSULTING 17320 REDHILI_ AVE., SUITE 350 IRVINE, CA 92614 TEL: (949) 251-8821 FAX: (949) 251-0516 DESERT OFFICE (760) 771-4013 FAX: (760) 771-4073 IL I 3-1 &-'%K _-Ep"Awl, P*,MAN I?, rM E M E S I PREPARED FOR '"S NV.1 '"" AN E k i A h r LLC r.. sol NORTH alp JUPITER, FLURIIJA 3347-m4j IRRIGATION NOTES 1. ALL MAIN LINE PIPING AND CONTROL WIRES UNDER PAVING SHALL BE INSTALLED IN SEPARATE SLEEVES. MAIN LINE SLEEVE SIZE SHALL BE A MINIMUM OF TWICE (2X.) THE DIAMETER OF THE PIPE TO BE SLEEVED. CONTROL WIRE SLEEVES SHALL BE OF SUFFICIENT SIZE FOR THE REQUIRED NUMBER OF WIRES UNDER PAVING. 2. ALL LATERAL LINE PIPING UNDER PAVING SHALL BE PVC SCHEDULE 40 PIPE AND SHALL BE INSTALLED PRIOR TO PAVING. 3. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGES AND REJECTED PIPE SHALL BE REMOVED FROM THE SITE AT THE TIME OF SAID REJECTION. 4. FINAL LOCATION OF THE AUTOMATIC CONTROLLER SHALL BE APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE. 5. 120 VAC ELECTRICAL POWER SOURCE AT CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. THE IRRIGATION CONTRACTOR SHALL MAKE THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE TO THE CONTROLLER. 6. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE UNLESS OTHERWISE SPECIFIED. 7. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL EXISTING AND NEW SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS, WALLS, ETC. 8. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. THE CONTRACTOR SHALL LOCATE ALL VALVES IN SHRUB AREAS. 9. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, STRUCTURES AND UTILITIES. THE IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY HIS WORK. HE SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES AND LATERALS THROUGH WALLS, UNDER ROADWAYS AND PAVING, ETC. 10. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 11. ALL SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 12. ADV (ANTI -DRAIN VALVES) , UNITS AS SHOWN IN THE DETAILS ARE FOR TYPICAL INSTALLATION ONLY, AND MAY NOT BE REQUIRED ON ALL HEADS. PRIOR TO INSTALLATION THE CONTRACTOR SHALL VERIFY WITH THE ON-SITE GRADES. IF THERE IS AN ELEVATION DIFFERENCE OF 24" OR MORE BETWEEN THE HIGHEST HEAD AND LOWEST HEAD ON A SYSTEM, THE ADV'S SHALL BE INSTALLED PER THE DETAIL. 13. REFER TO SPECIFICATIONS FOR STANDARDS OF MATERIALS AND WORKMANSHIP. 14. ALL LATERAL LINES UNDER PAVING SHALL BE PVC SCH 40 AND INSTALLED IN A SLEEVE PER SPECIFICATIONS. GRADING NOTES 1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS, AREA DISCREPANCIES AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL. NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION. 2. ALL PROPOSED PAVING SURFACES SHALL MEET EXISTING PAVING SURFACES WITH SMOOTH AND CONTINUOUS TRANSITION AND FLUSH ALONG ENTIRE EDGE. PRECISE ELEVATIONS INDICATED ON PLANS TO BE VERIFIED IN FIELD. 3. ' CONCRETE WALKS TO HAVE A MAXIMUM CROSS SLOPE OF 2% AND SHALL MEET ALL LOCAL, COUNTY AND STATE REQUIREMENTS. 4. ALL DRAIN LINES TO FLOW AT 2% MINIMUM WITH SMOOTH CONTINUOUS FALL. 5. ALL PLANTED AREAS TO SLOPE TO DRAINS AT 2% MINIMUM GRADIENT UNLESS OTHERWISE NOTED. 6. ALL FINISH GRADES IN PLANTED AREAS SHALL BE 1-1/2" BELOW ADJACENT PAVING SURFACE FOR SHRUB AND GROUNDCOVER AREAS AND 1" BELOW ADJACENT PAVING SURFACE FOR SODDED TURF AREAS. 7. CONTRACTOR SHALL PROVIDE FOR POSITIVE SURFACE DRAINAGE TO STREET OR DRAINAGE DEVICES. 8. REFER TO CIVIL ENGINEER'S GRADING AND UTILITY PLANS FOR ALL ROUGH AND PRECISE GRADING AND DRAINAGE INFORMATION FOR LANDSCAPE AREAS. 9. REFER TO CIVIL ENGINEER'S PLANS FOR ALL CURB AND GUTTER DETAILS. 10. CONFLICTS OR DISCREPANCIES WITH GRADES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY AND PRIOR TO PROCEEDING WITH WORK. PLANTING NOTES 1. FINAL GRADING SHALL BE APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE IN THE FIELD AFTER SOIL PREPARATION OPERATIONS AND PRIOR TO PLANTING OF ANY LAWN, SHRUBS OR GROUND COVERS. 2. CONTRACTOR SHALL ACCOMPANY THE PROJECT AGRONOMIST TO THE SITE FOR THE PURPOSE OF TAKING SOIL SAMPLES AND REVIEWING EXISTING SITE CONDITIONS. THE APPROPRIATE QUANTITY OF SAMPLES SHALL BE VERIFIED WITH THE OWNER'S AUTHORIZED REPRESENTATIVE AND AGRONOMIST CONTACT WALLACE LABORATORIES, MR. GARN WALLACE, PHD., EL SEGUNDO, CA. 310) 615-0116). SAMPLES SHALL THEN BE TESTED AND ANALYZED FOR AGRICULTURAL SUITABILITY AND FERTILITY BY WALLACE LABORATORIES. ANALYSIS SHALL INCLUDE REVIEW AND COORDINATION WITH SPECIFICATIONS AND RECOMMENDATIONS FOR SOIL PREPARATION AND BACKFILL MIX. SUBMIT SOILS ANALYSES AND RECOMMENDATIONS TO OWNER'S AUTHORIZED REPRESENTATIVE FOR APPROVAL PRIOR TO SOIL PREPARATION. THIS REQUIREMENT APPLIES TO ALL SOILS AND CONDITIONS WITHIN THIS PROJECT. REFER TO CONTRACTOR TO INCLUDE COST OF ANALYSIS IN BID. 3. EXCESS SOIL FROM LANDSCAPE GRADING OR SOIL PREPARATION OPERATIONS TO BE REMOVED AND DISPOSED OFF-SITE BY CONTRACTOR. 4. EXACT LOCATIONS OF PLANT MATERIALS SHALL BE APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE IN THE FIELD PRIOR TO INSTALLATION. THE OWNER'S AUTHORIZED REPRESENTATIVE RESERVES THE RIGHT TO ADJUST PLANTS TO EXACT LOCATION IN FIELD. 5. ALIGN AND EQUALLY SPACE IN ALL DIRECTIONS ALL TREES, SHRUBS AND VINES AS NOTED IN THE DRAWINGS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL PLANT COUNTS AND SQUARE FOOTAGES. QUANTITIES, IF PROVIDED, ARE FOR OWNER INFORMATION ONLY. 7. PROVIDE MATCHING FORMS AND SIZES FOR ALL PLANT MATERIALS WITHIN EACH SPECIES, PLANT TYPE AND SIZE DESIGNATED ON THE DRAWINGS. 8. PRUNE NEWLY PLANTED TREES ONLY AS DIRECTED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 9. FINISH GRADES OF ALL SHRUB AREAS SHALL BE 1-1/2" BELOW ADJACENT CURB, PAVEMENT OR HEADER. 10. FINISH GRADE OF SOD AREAS SHALL BE 1" BELOW ADJACENT CURB OR HEADER. l 11. FOR AREAS TO BE LANDSCAPED FOR BIDDING PURPOSES, THE FOLLOWING AMENDMENTS SHALL BE UNIFORMLY BROADCAST AND THOROUGHLY INCORPORATED BY MEANS OF ROTOTILLER TO A DEPTH OF 6": AMOUNT PER 1,000 SQUARE FOOT. 4 CU. YDS. NITROGEN STABILIZED ORGANIC AMENDMENT DERIVED FROM FIR SAWDUST OR CEDAR SAWDUST 15 LBS SOIL SULFUR 15 LBS 12-12-12 FERTILIZER 12. DO NOT SET PLANTS LOWER THAN ROOT FLARE. PLANTS SET BELOW ROOT FLARE WILL BE REJECTED AND REPLANTED AT NO ADDITIONAL COST TO OWNER. 13. CONTRACTOR SHALL GUARANTEE SHRUB, VINES AND GROUNDCOVERS FOR A PERIOD OF THREE MONTHS AND TREES FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE. 14. ALL TREES, SHRUBS, VINES AND GROUNDCOVERS SHALL BE DESERT ACCLIMATED TO THE AREA FOR NO LESS THAN 6 MONTHS PRIOR TO INSTALLATION. VICINITY MAP VO PALM DESERT EISENHOWER LA I QUINTA NOT TO SCALE COACHELLA SYMBOLS AND ABBREVIATIONS 01 DIAMETER LA LANDSCAPE ARCHITECT BB BOND BEAM ELEVATION LP LOW POINT BC BOTTOM OF CURB MAX MAXIMUM BCR BEGINNING OF CURB RADIUS MIN MINIMUM BS BOTTOM OF STEP MJ MASTIC JOINT BW BOTTOM OF WALL OC ON CENTER CB CATCH BASIN PA PLANTING AREA ECR END OF CURB RADIUS PE PAD ELEVATION EJ EXPANSION ,.JOINT R RADIUS F/C FACE OF CURB RDWD REDWOOD FF FINISH FLOOR ELEVATION SC SAW CUT FG FINISH GRADE SJ SCORE JOINT FL FLOW LINE TC TOP OF CURB FS FINISH SURFACE TF TOP OF FOOTING ELEVATION GF GARAGE FLOOR ELEVATION TG TOP OF GRATE ELEVATION HDR HEADER TS TOP OF STEP HP HIGH POINT TW TOP OF WALL HT HEIGHT TYP TYPICAL INV INVERT ELEVATION (33.60) EXISTING SPOT ELEVATION 33.60 PROPOSED SPOT ELEVATION >� ALIGN 1.0% GRADIENT IN PERCENTAGE 4:1 RATIO: 4' HORIZONTAL DISTANCE PER 1'. OF, HEIGHT.. _ R _ RIDGE _ GB- GRADE BREAK E---- DIRECTION OF FLOW -----�-- DRAINAGE PIPE ® ATRIUM DRAIN O DECK DRAIN 0 TURF DRAIN EXISTING CONTOUR PROPOSED CONTOUR BERM - BUILT-UP LANDSCAPE GRADE DETAIL REFERENCE -SHEET LOCATION SECTION REFERENCE SHEET LOCATION SHEET INDEX SHEET DESCRIPTION L1 .01 L2.01 L2.02 L3.01 L3.02 L3.03 L3.04 L4.01 L4.02 L5.01 L6.01 L6.02 L7.01 L8.01 L8.02 L9.01 L9.02 PROJECT LOCATION GENERAL NOTES AND ABBREVIATIONS CONSTRUCTION PLAN CONSTRUCTION PLAN CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS IRRIGATION PLAN N IRRIGA HON PLA IRRIGATION DETAILS PLANTING PLAN PLANTING PLAN PLANTING DETAILS LIGHTING PLAN LIGHTING PLAN SPECIFICATIONS SPECIFICATIONS These plans have been reviewed by the Coachella Valley Water District in accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 at seq requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Date Water Management Specialist Service Director Forrest < Paas, ASLA, Inc. Design 4 Land Planning 250 Newport Center Drive Suite 104 Newport 5each, C,4 92660 1 It Tel: (949) ll -3-0554 Fax: (949) i19-0564 eMo"ET A L L �_IS T Norman Estates 11, LLC 501 North A I A Jupiter, Florida 33477 -11L _117 EstateS Z "M 00 GENE AL NOTES AND AE -3 3 VIATIONe DRAWN BY CHECKED BY TK. DATE /19/00 SCALE N.T.Q. NORTH REVISIONS BY A A A A A JOB NO. 133/001.010 AIJTOCAD FILE NAME 1_101 SHEET OF 1-1 SHEETS 1141-M-1121 1 DETAIL \ KEY DESCRIPTION REMARKS REFERENCE 1-:J COLOR TEXTURE CONCRETE COLOR 4 TEXTURE TO BE SELECTED A4D-1-3.01 � 2 COLOR TEXTURE CONCRETE STEP COLOR 4 TEXTURE TO BE SELECTED E-1-301 t CONCRETE SIDEWALK INTEGRAL COLOR CONCRETE, LIGHT BROOM 54C -L3.01 \ ?� FINISH WITH SCORE LINES At 3' O.C. (TYP) 4 s, EXPANSION JOINTS At 20' O.C. (TrP) MAX. COLOR TO BE SELECTED. V COLOR CONCRETE LIGHT -BROOM COLOR To BE SELECTED B4C -L3.01 FINISH SIDE YARD WALK / \ / \ 5 18" COLOR CONCRETE-STEPfNG PRECAST CONCRETE STEPS, STONE COLOR To MATCH ARCHITECTURE I � � b DECOMPOSED GRANITE WALK, COLOR To BE "PALM SPRINGS GOLD" TO MATCH / RIBBON AND GROUNDCOVER ADJACENT GOLF COURSE O.B. AREA "1 PLASTIC GARDEN BAND BY BLACK DIAMOND OR APPROVED EQUAL 16" X 5' PILASTER WITH PRECAST COLOR 4 TEXTURE TO MATCH ARCHITECTURE L-1-3.02 / CAP, FINIAL 4 STUCCO FINISH O 16" DIA. X 7' PILASTER / \ !--1- / \ 10 THEME BACKDROP WALL WITH STUCCO FINISH TO BE SELECTED M-1-33.03 PILASTER Q-1-3.04 THEME BACKDROP WALL WITH STUCCO FINISH TO BE SELECTED L-1-3.02 PRECAST CONCRETE CAP 12 OUTDOOR FIREPLACE LEDGER SCONE TO MATCH A GHItECTURE O-1-3.03 / 13 SWIMMING POOL REFER TO POOL CONTRACTOR PLANS 1"1-1-303 04R -L3.04 Id WATER FALL EDGE SWIMMING POOL REFER TO POOL CONTRACTORS ANS L -L3.02 I \ 15 RAISED SPA REFER TO POOL CONTRACTORS PL S L-1-3.02 16 WATER FOUNTAIN WITH RECYCLE 70 BE SELECTED \ \. POOL WATER li LARGE ORNAMENTAL COURT YARD TO BE SELECTED / � / \ FOUNTAIN / / / / / / , 9 18 WATER FALL FOUNTAIN LEDGER SCONE TO MATCH ARCHITECTURE 1-3.03 / 28 + 19 WATER RETURN WALL MASK TO BE SELECTED FROM GOODWIN B -L .01 INTERNATIONAL, COSTA MESA, CA. (114) 241-0942 SMALL GARDEN FOUNTAIN TO BE SELECTED FROM GOODWIN I INTERNATIONAL, COSTA MESA, CA. _ Cii4) 241-0942 21 BAR B-QUE BAR WITH SINK AND COUNTER / 22 METAL SECURITY AND EQUIPMENT K-3.0 GATE \ / / ❑ 23 METAL SERVICE GATE 2d TRAP FENCE J-1-3.01 >' /, \ / 25 TEMPORARY WOOD SCREEN FENCE \ / / / RESIDENTIAL PROPERTY/ PRIVACY STUCCO FINISH t0 MATCH ADJACENT G-1-3.01 \ WALL ARCHITECTURE 27 / METAL POOL SECURITY FENCE 8 ASPHALTIC CONCRETE PAYING REFER TO CIVIL ENGINEERING PLANS. \ / PARKING LOT STRIPING REFER TO CIVIL ENGINEERING PLANS. 3 HANDICAP ACESS STRIPING REFER TO CIVIL ENGINEERING PLANS. \ / /CN 31 EXPANSION JOINTS A-1-3.01 32 POOL EQUIPMENT AREA VERIFY SIZE OF AREA WITH POOL CONTRACTOR 33 GARDEN WALL STANDARD C 3 PILASTER WITH WING WALL REFER TO ARCHITECTURAL PLANS 24" X I' PILASTER STUCCO FINISH TO MATCH ARCHITECTURE N-1-3.01 \ � FIREPLACE 4 BAR-B-QUE REFER TO ARCHITECTS PLANS \ /0 I ALIGN EXPANSION JOINT EXPANSION JOINT NOTES: 1. EXPANSION JOINTS SHALL BE PROVIDED AT 20'-0" MAXIMUM TYPICAL AND AS SHOWN ON PLANS. 2. ALWAYS PLACE EXPAN51ON JOINTS BETWEEN BUILDING AND ADJACENT PAYING, AND CURB AND ADJACENT PAVING. I FOR CONTINUATION OF OVERALL PROJECT SITE, REFER TO 5TREETSCAPES AND ENTRY MONUMENTS PACKAGE PREPARED BY FORREST K. HAAG, A5LA. u NOTE: I. REFER TO 5PEET L&01 FOR L IC- PTING LEGEND. 2, COORDINATE L IGPTING WITP TREE LOCATIONS. 5EE 5PEET5 Lro.01 AND L6.02, FOR CONTINUATION OF OVERALL PROJECT 51TE, REFER TO 5TREET5CAPES AND ENTRE' MONUMENT5 PACKAGE PREPARED Bl' FORRE5T < NAACO, ASLA. N 1 LEGEND 3 2 1 5 LEGEND 1. ROUNDED CAP HAND TROWELLED.__ cJ) 1. ROUNDED CAP HAND TROWELLED, 2. STUCCO FINISH. COLOR TO BE DETERMINED BY OUA�lER s wWw 1 2 3 5 2. DETERMINED NED BYCCO FINISH. ®OUNER'S LOR TO BE REPRESENTATIVE, 11C Z N G REPRESENTATIVE. 3. 8 X S X 16 CMU WALL GROUT SOLID ° ALL JOINTS. a- ti! � a ---e 77 � W W -, % z 3. S X S X Va CMU WALL GROUT SOLID �' °, R 4. VERTICAL AND HORIZONTAL REBAR Q W I �'® a G , a It W %5 J ° a ALL JOINTS. _ z ® ® Z PER STRUCTURAL ENGINEER ` Q° - I! I I I J d� .-4r.- _= a 111 4. VERTICAL AND HORIZONTAL REBAR � _ _ __ _ � PER STRUCTURAL ENGINEER N '' 2 - I (I I I III I W p c a a 5. FNISH GRADE -4r- (L I + i I t i (( -+ W a a 6 CONCRETE FOOTING: �''--�° �- I I D 4 5. FINISH GRADE 2 ° � � Z � - I � � � � � U � G 6 CONCRETE FOOTING a i, »4 REBAR AS SHOWN q. I I{ i III I I ! I i 1 I I (! __ I I{ -III I I I I z • ►- 1. 04 REBAR AS SHOWN �., Z n 8. ALTERNATE BENDS 8. ALTERNATE BENDS ° �i 4 ZZ 9. COMPACTED SUBGRADE PER W ° ; W STRUCTURAL ENGINEER ° Z S. COMPACTED SUBGRADE PER 1 J l'3 STRUCTURAL ENGINEER. 11 > 10. FLAT CAP AT PLAN 3 BACK OF tL U SPA WALL. 4 10. FLAT GAP AT PLAN 3 BACK OF W _J SPA WALL. 3 � 1--� ' LEGEND 11, SPA DECK. -q W 1. FINISH GRADE LEGEND p � I. CONTROL JOINT 1/6'V/4" DEEP 5• CONCRETE SLAB W/ REBAR 12. FINISH FLOOR LEVEL 12 ? `� 2. COLOR TEXTURE CONTRETE SMALL \ TOOLED JOINT W/ 1/2" RADIUS VERIFY WITH STRUCTURAL EWSINEER'S _ F N SANDSTONE BOMINITE PATTERN. EACH SIDE. CONTROL JOINTS DETAIL 5 TO BE CENTERED BETWEEN 13. METAL POP IZ" O.G. SEE � I1=III= 3, DEEPENED CONCRETE EDGE _ EXPANSION JOINTS. ARCHITECTS DETAILS. „�'' O IIlI !={II- _ _ _ i i -I d I I '-' ADJACENT TO LANDSCAPE AREA. � % � N 2, EXPANSION JOINT 1/4" THICK PRE- _ 4. SUBGRADE PER STRUCTURAL ENGINEER'S Y MOLDED MATERIAL THROUGH DETAIL SLAB W/ 1/2" MIN DEEP POLY- ,_ + _ +a _ i^I =1 !_ 5. URETHANE SEALANT ON TOP. NOTES f1iIV-- a - CONCRETE SLAB W/ REBAR EXPANSION JOINTS TO BE PRO - 6 a _ , ° ° I� it VERIFY WITH STRUCTURAL ENGINEER'S PROVIDED a 20'-0"10.C. (MAX) + SEE CONSTRUCTION LEGEND BACK OF CURBS, BUILDING FACE/ DETAIL FOR COLOR AND FINISH WALLS, ETC. OR AS INDICATED ON PLAN. 3. DOWEL REBAR AT EXPANSION JOINT (TYP.) g SLIP JOINT ONE SIDE. SIZE PER STR_.1CTURAL c3 ENGINEER'S DETAIL, 4. SUBGRADE PER STRUCTURAL ENGINEER'S D€FAIL -- BACKDROP .3/4 i X T' 2=1 0Al 2=1 � ALL i _/ rr = 11-011 RESIDENTIALi ALL ,� _ r. ,� _ - .r l AVS T' .r 2411 5 1 2 d LEGEND -1 1. HAND TROWEL FLAT CAP !Y 18" 18" -- - W 2. 8 X 6 X 16 CMU PILASTER + - --- SOLID GROUTED VERTICAL AND 1 S z d _ � �� G a a a HORIZONTAL REBAR. REFER TO 4 STRUCTURAL ENGINEER'y DETAILS - - ° i Q �F 4 0 W a 3. FINISH GRADE °� III I!I I ,,fII NI III I -III I I !I ,III 4. CONCRETE FOOTING REFER TO STRUCTURAL ENGINEERS DETAILS = Q ! ° I- 0 } �Iro i 3 1 �lf� 111�1i II- � 5 2 2 LEGEND NOTE 3 LEGEND 1. CONTROL JOINT l/g"X3/4" DEEP SEE CONSTRUCTION LEGEND TOOLED JOINT W/ 1/2" RADIUS FOR CONCRETE COLOR AND FINISH d I O BE CH CENTERED BETWCONTROL EEN 1, DOWEL REBAR SLIP JOINT ONE SIDE 5, EXPAN51ON JOINT i2" THICK PRE- EXPANSION JOINTS. `p SIZE (PER STRUCTURAL DETAIL) MOLDED MATERIAL THROUGH - - - SLAB W/ 1/2" MIN DEEP POLY- 2. EXPANSION JOINT 1/4" THICK PRE - 2. CONCRETE FOOTING (PER URETHANE SEALANT ON TOP, MOLDED MATERIAL THROU61-1 STZCTURAL DETAIL SLAB W1 1/2" MIN DEEP POLl'- !-I 6. +/2" RADIUS NOSE URETHANE SEALANT ON TOP. 4. REBAR PER STRUCTURAL ENGINEER'S 3. REINFORCING STEEL (PER EXPANSION JOINTS TO BE PRO - `I i. ADJACENT FINISH SURFACE PROVIDED a 20'-V O.C. (MAX) � DETAIL STRUCTURAL DETAIL I ---1I BACK OF CURBS, BUILDING PAGE/ 4. SUBGRADE (PER STRUCTURAL 8. 2"X2" REVEL WALLS, ETC. OR AS INDICATED 5. DEEPENED CONCRETE EDGE ADJACENT TO LANDSCAPE AREA. ON PLAN a I-- I I DETAIL 3. SUBGRADE PER STRUCTURAL ENGINEER 6. DOWEL REBAR. SLIP JOINT ONE SIDE i I I i 117111711 1 =1 I 1=1 i I=111= 1I I I1=1 I Ii � ! I IIS 'I I ! DETAIL SIZE PER STRUCTURAL ENGINEER'S DETAIL I I=1 I I 111-I 1! I I I_I ► I_ � � ,_--_ + � + I+ SQUARETI 3/411 _ ,1m0riCONCRETE STEPS 3/4" _ 1,o�rr PEDESTRIAN/CART P i VI 211= 11-011 1 2 3 10 10 5 i 1 2 4 N LEGENDCIA 1 w 1. COLOR TO BE DETERMINED U- 3 QC - Q a a c (2) BY OUNER'S REPRESENTATIVE. 4 a IL 2. 6" CMU BLOCK„ Q O J � 2 � � I-11 IL 4- 3. 4 REBAR a 24 O.C. VERTICAL W - -- d11 If 11 If 11 11 It 11 11 If 11 11 11 11 It 11414 REBAR s 32" HORIZONTAL - � Q ° a =� III a d. FINISH GRADE- tA 5. '4 HORIZONTAL RE15AR AS SHOWN W F ct> ! I { 4 I I = 11 6. ALTERNATE BENDS $ 3 to I 11T �Q-}j O ELEVATION lf� 11/16" � � m LEGEND Ci ° LEGEND 1. 1" X I" TUBULAR STEEL TOP AND S. CONCRETE PAVING g 4 1 A 1%. SAWCUT CONTROL JOINT +/4"x3/4" 4. REBAR PER STRUCTURAL ENGINEER'S BOTTOM RAILS. 10. PROVIDE LOCKABLE LATCH AND U_JQ DEEP TOOLED JOINT. DETAIL 2. 1/2" SQUARE TUBULAR STEEL PICKETS HEAVY DUTY HINGES AT MAINTENCE �t ° 4 8 - 2. EXPANSION JOINT 'i2" THICK PRE- 5. DEEPENED CONCRETE EDGE AT 6" O.C. GATE ° o ° a MOLDED MATERIAL THROUGH ADJACENT TO LANDSCAPE AREA. 3, 1" SQ. TUBULAR STEEL POSTS AT V-0" ll. CANE BOLT ; ` ° ° ° ` d ) URETHANE SEALANT ON TOP. ° 3" CLEAR SLAB W/ 1/2" MIN DEEP POLY- O.C. AND AT CHANGES IN DIRECTION, ° i I' EXPANSION JOINTS TO BE PRO- 6. DOWEL REBAR SLIP JOINT ONE SIDE 4. FINISH GRADE. NOTES ' , I -- I -8 PROVIDED a 20'-0" O.C. (MAXI),/ SIZE PER STRUCTIURAL ENGINEER'S DETAIL ALL SURFACE WELDS SHALL BE - , , I BACK OF CURBS, BU L INC 5. CONCRETE FOOTING. np I - ' ONLPLAN. C. OR A3 INDICATED 1. LIGHT SAND BLAST/ACID WASH FINISH. GROUND SMOOTH. FooTINC-� AT CONCRETE 3. SUBGRADE PER STRUCTURAL ENGINEER 6. COMPACTED SUBGRADE. • TREAT ALL EXPOSED SURFACES 1, METAL 'L' BRACKET. BOLT THROUGH WITH (2) COATS MOISTURE -PROOF ( I DETAIL POST WITH (2) BOLTSMOUNT TO PRIMER AND l2) COATS FINISH (COLOR BY OWNER). a - CONCRETE WITH (2) BOLTS AND POR -ROK • . ' • OWNER OPTION TO HAVE FENCE SECTIONS OR APPROVED EQUAL. SET PERPENDICULAR POWDER -COATED. I TO FENCE. - • CONTRACTOR TO PROVIDE SHOP DRAWINGS 6, DECORATIVE COVER PLATE OVER BRACKET FOR LANDSCAPE ARCHITECT AND OWNER APPROVAL PRIOR TO FABRICATION. 9" DIA. TUBULAR STEEL TRAP FENCE AS NOTED Fj GARDEN WALL STANDARD 3/4" = 1►_0rr SAW-CUTI211-11-011 141-011 do S Z LEGEND 1. FINISH FLOOR LEVEL 5 j 2. POOL DECK 3. CONCRETE STEPS la 4. SPA 5OND SEAM I 5. & X S X fro CMU WALL 15 116 lf� 18 12 1, b. METAL ROD 12" O.C. SEE ARCHITECTS DETAIL 41-011 �4 I 1. 24" SGL PILASTER I I S. STAINLESS STEEL POOL / SPA WATER RETUF44 ELEMENT 9. FINISH GRADE I 1� 10. POOL TILE li i 11. POOL 5OND 5EAM ® N I 12. WATER RETURN CHANNEL - 17 -\_ .13, 1" HALF ROUND a III-III=i I 14. CONCRETE FOOTING 5ECTiON � � � _ 15. 3/4" PVC FROM PUMP i� � 14 1 1+6. VALVE Wi VALVE 5Ox -2.25 11. WATER LEVEL 11 11 LEGEND i& SPA DECK 3011 OOL SPA SECTION- PLAN 3R �M P" � 2 1 3 411 411 I 2" TYP.sv- 2" TYP. cv m -1 1 � � I ' SECTION r l Ell 1 1 =1 -oilILEGEND 7 - 1. FINiSH GROADE i 2. ARCHITECTURAL WALL ro 1 Z3. AIRSPACE (r4))I I f n 4. POURED IN PLACE CONCRETE FOUNTAIN WALL 9 I I 5. CONCRETE FOOTING 6. LEDGER STONE VENEER TO MATCH g 9 ( I ARCHITECTURE III 'i. 3/4" PVC - i 2 S. WATER PUMP W/ VALVE TO f0" 3 12" b'-P�" 12" � I REGULATE WATER FLOW 3 S. WATER LEVEL 10. PUMP SUMP 11. ANTI VORTEX PLA'T'E ELEVATION 12. 3/4" PVC DRAIN PIPS W/ CAP SCALE 1/2"-1'-0" SECTION SCALE 1"at'-o�' ; I I I ! �_ I -- 3 -, , I I 311 (oil 12" 12" �110i/a11 ird1%" �J i s a I EQ. ECa.ISECTION Z 1 o I I I�I I I�I I T_ o 111 = 11-011 3" .00 roll .00 12" I �I 311 11 i 3 Z 12 0, _ �n Ni. _JL1 IF LEGEND i I. TILE TO ISE SELECTED 5Y THE OWNER 2. 31/2" THiCK CAST -IN-PLACE CONCRETE / 10 - CORN'I'ER TOP $ I cv 3. 6" WIDE C.M.U. WALL W/ FINISH AND COLOR / TO MATCHARCHITE1�-_�------------- --� 4. METAL ACCESS DOOR OR * 900 UNIT, i�IN SINK 5. RESAR PER STRL CTURAL ENGINEERS DETAIL I- - - - - - - - - - - - - �. CONc1ETE EDDYING PER STRUCTURAL DETAIL LEGEND m - - - - - - - 1. ADJACENT PAVING STAINLESS S'T'EEL SiNK W/ GOOSENECK FLAN VIEW 1. 2' Sta. CMU PILASTER S. AND SEWER DRAIN DISPOSAL UNITSCALE 1/2112 1-0„ 2. S X 12 X 12 CMU WALL TiE INTO SEWER DRAiN. OWNER TO SELECT SINK. 3. CMU FIREPLACE W/ LEDGER VENEER 9. 5A CUE UNIT, SELECTED 5Y OWNER TO MATCH ARCHITECTURE 10, 3/4" GAS LINE AND GAS COOK 4. FIREPLACE 3° 6" �� 3° O 5. CONCRETE FIREPLACE MANTEL - v 6. GAS LOCK i. FI T5RICK 8. CONCRETE HEARTH/ SEAT WALL S. FLUE FLAN VIEW 10. CONCRETE STEPS SCALE 1111=11-0111 11. COLORED CON TE BARBECUE SECTION :IuLFIRE PLACE MASTER BATHROOM WATER WALL F SYM MFG/MODEL NO. DESCRIPTION PSI GPM RAD PATTERN V RAIN51RD 1806 SQ 6" SHRUB POP-UP 20 020 8' QTR V RAINBIRD 1806 ST 6" SHRUB POP-UP 20 030 6' THIRD V RAINBIRD 1806 81-1 6" SHRUB POP-UP 20 0.42 8' HALF V RAINBIRD 1806 100 6" SHRUB POP-UP 20 033 6' QTR V RAINBIRD 1806 1014 6" SHRUB POP-UP 20 0.65 10' HALF 0 RAINBIRD 18@6 10F 6" SHRUB POP-UP 20 130 10' FULL 13 RAIN51RD 1806 SCSTB POP-UP 5UL55LER 20 0.50 - - STREAM fly RAIN51RD 1806 1401 POP-UP BUBBLER 20 0.50 -- FLOOD ® RAIN51RD 1804 SQ 4" LAWN POP-UP 20 020 8' QTR Ib RAIN51RD 1804 ST 4" LAWN POP-UP 20 030 8' THIRD Al RAIN51RD 1804 SH 4" LAWN POP-UP 20 0.42 8' HALF O RAIN51RD 1804 8F 4" LAWN POP-UP 20 0.84 8' FULL ® RAIN51RD 1804 100 4" LAWN POP-UP 20 033 10' QTR RAIN51RD 1804 10T 4" LAWN POP-UP 20 { 0.49 10' THIRD G' RAINBIRD 1804 10H 4" LAWN POP-UP 20 Ofo5 10' HALF O RAIN51RD 1804 10F 4" LAWN POP-UP 20 130 10' FULL RAINBIRD 1804 150 4" LAWN POP-UP 20 0.15 15' QTR RAIN51RD 1804 15T 4" LAWN POP-UP 20 1.10 15' THIRD FALL/ RAINBIRD 1804 15P 4" LAWN POP-UP 20 1.50 15' HALF F9 RAINBIRD 1804 15F 4" LAWN POP-UP 20 3.00 15' FULL 111 RAIN51RD 1804 15 -EST 4" LAWN POP-UP 25 0.50 4x12 END STRIP 19 RAINBIRD 1804 15-58T 4" LAWN POP-UP 25 1.00 4x24 SIDE STRIP (Di RAIN51RD T-22-1.0 4" ROTOR POP-UP 35 0.90 21' PART CIRCLE (� RAINBIRD T-22-2.0 4" ROTOR POP-UP 35 1,90 21' PART CIRCLE RAIN51RD T-22-4.0 4" ROTOR POP-UP 35 3.40 19' FULL CIRCLE NOTE: CONTRACTOR TO INSTALL PERS BODIES TO ALL SPRAY HEADS INSTALLED NEXT TO CURBS, WALKS, PARKING LOT, ETC. WILKENS $85rd Llt It-Si2ED BALL VALVE FEBCO PVB 100 PRESSURE VACUUM BREAKER - P SIZE ESTIMATED WATER CONSUMPTION CALCULATIONS PLAN 3R.- ESTIMATED R: ESTIMATED WATER USE FOR NONAN ESTATES OF LA QUINTA LAWN 50. FT. = 5,213 SQ. FT. (8090) TREE/SHRUBS/GC SQ. FT, = 2,355 SQ. FT. (20910) TOTAL LANDSCAPE SQ. FT. = 11,628 SQ. FT. (100910) PLANT FACTOR: TREE/SHRUBS/GC = 058 COMBINED TURFSAVER FOR SPRING - 0,62 SUMMER - 0.54 FALL/WINTER = 0.59 LAWN: SPRING 15.9 X 0.62 X 9213 X 0.62/748 .15 SUMMER 462 X 054 X 9213 X 0.62/148 .15 FALL/ WINTER 12.5 X 0.59 X 9213 X 0.621148 ETO (ZONE 2) FOR: SPRING - 15.9 SUMMER - 462 FALL/WINTER - 125 = 101 CCF = 11 CCF .15 16 CCF TOTAL = 194 GCF TREE/SHRUB/ GC: SPRING 15.9 X 058 X 2355 X 0.62/148 = 24 CCF .15 SUMMER 462 X 058 X 2355 X 0.62/148 = 6S CCF .15 FALL/ WINTER 125 X 0.58 X 2355 X 0.62/'148 = I9 CCF .15 TOTAL 112 CCF COMBINED TOTAL = 306 CCF MAXIMUM WATER ALLOWANCE = 14.6 X 080 X 11,628 X 0.62/148 = 515 CCF INSTALL RAINBIRD SCREENS AS REQUIRED TO ELIMINATE MISTING AND OVERSPRA"r. ESTIMATED WATER CONSUMPTION CALCULATIONS PLAN 2R: ESTIMATED WATER USE FOR NORMAN ESTATES OF LA QUINTA NON -IRRIGATED INORGANIC X 0.62 GROUNDCOVER a 310 SQ. FT. (69'0) LAWN $Q. FT. = 2,126 SQ. FT. (5296) TREE/SHRUBS/GC SQ. FT. - 2,190 SQ. FT. (4290) TOTAL LANDSCAPE S@. FT. = 5,226 SQ. FT. (100910) PLANT FACTOR: TREE/SHRUBS/GC = 0.58 ETO (ZONE 2) FOR: SPRING - 15.9 COM51NEV TURFSAVER FOR SPRING 0.62 SUMMER - 462 SUMMER = 054 FALL/WINTER = 125 FALL/WINTER - 0.59 LAWNS SPRING COMBINED TOTAL 232 CCF MAXIMUM WATER ALLOWANCE - 14.6 X 080 X 5,226 X 0.02/148 = 259 CCF INSTALL RAINBIRD SCREENS AS REQUIRED TO ELIMINATE MISTING AND OVERSPRAY. SYM MFG/MODEL N0./DESCRIPTION RAINBIRD FEB SERIES REMOTE CONTROL VALVE, SIZE NOTED 0 RAINBIRD 33DLRC QUICK COUPLING VALVE- 3/4" GRISWOLD #2230 MASTER VALVE- 1 1/2" A � RAINBIRD ESP -LX+ SERIES AUTOMATIC CONTROLLER (WALL MOUNT). SEE PLAN FOR LOCATION AND SIZE, 111 VOLT 2 AMP 60 CYCLE POWER AVAILABLE. IRRIGATION CONTRACTOR SHALL MAKE FINAL NOOK -UP. SEE PLAN FOR SIZE AND LOCATION. LOCATE ONLY CONTROLLER 'E' AND 'F' ON OUTSIDE OF SALES OFFICE. LOCATE 'C' INSIDE OF GARAGE, LANDSCAPE ARCHITECT TO APPROVE FINAL LOCATION. 9111IN11 mono now PRESSURE MAINLINE, 3/4" TO 1-1/2" USE PVC 5CH 40,2" AND LARGER USE PVC CLASS 315, BURY MIN. IS" BELOW GRADE, SIZE NOTED NON-PRE55URE LATERAL, PVC CLASS 200, BURY MIN. 12" BELOW GRADE WIRE SLEEVING, PVC SCP 40, EXTEND MIN. 12" BEYOND EDGE OF PAVING BURY MIN. 16" BELOW GRADE - - PIPE SLEEVING, PVC SCP 40, BURY MIN 24" BELOW GRADE, SIZE NOTED, 2x DIAMETER OF PIPE. POINT OF CONNECTION- CONNECT P PRESSURE VACUUM BREAKER TO DOMESTIC METER AT HOUSE. PROVIDE GATE VALVE AS SHOWN. ESTIMATED WATER CONSUMPTION CALCULATIONS MODELS PARKING LOT: ESTIMATED WATER USE FOR NORMAN ESTATES OF LA QUINTA LAWN SQ. FT. = 15,193 SQ. FT. (98910) TREE/SHRUBS/GC SQ. FT, a 211 SQ. FT. (2910) TOTAL LANDSCAPE SQ. FT, = 15,404 SQ. FT, (100910) PLANT FACTOR: TREE/SHRUBS/GC - 0.58 ETO (ZONE 2) FOR: SPRING - 15.9 COMBINED TURf=SAVER FOR SPRING 0.62 SUMMER - 462 SUMMER = 0,54 FALL/WINTER - 12B FALL/WINTER -OSS LAWN: SPRING 15.9 X Ofo2 X 15,153 X 0.62/-148 = 166 CCF .15 SUMMER 462 X 054 X 15,193 X ®.62/-148 = 418 CCF .15 FALL/ WINTER 12,5 X 059 X 15,193 X 0.62/148 124 CCF .75 TOTAL = 108 CCF TREE/SHRUE3/ GC: SPRING 15.9 X 058 X 211 X 0.621148 .15 SUMMER 462 X 058 X 211 X 0f62/-1.dA .15 FALL/ WINTER 12.5 X 0.58 X 211 X O A9/'14s9 3 CCF = 6 CCF = 2 CCF MAXIMUM WATER ALLOWANCE s 14,6 X 080 X 15,404 X Of021148 - 162 CCF INSTALL RAINBIRD SCREENS AS REQUIRED TO ELIMINATE MISTING AND OVERSPRAY. I I I A W'i®t+'f ll.At- o*-% NOTE5 I. USE POP-UP HEADS WITH 'SAM' BUILT-IN CHECK VALVES WHEN LOW HEAD DRAINAGE MAY OCCUR. 2. LOCATE ALL VALVES IN SHRUB AREA WERE APPLICABLE. PLAN SHOWN FOR CLARITY ONLY, 3. COORDINATE LATERAL PIPE SLEEVING PRIOR TO INSTALLATION OF CONCRETE, ,--- VALVE NUMBER FLOW IN G.P.M. -PLANT INFO -'---VALVE SIZE 2 3/41 f' UIN F Glt GONNEGTION - CONNECT PRE55URE VACUUM BREAKER TO PROPOSED DOMESTIC I" WATER METER AND P SERVICE LINE. PROVIDE GATE VALVE AS SHOWN. VERIFY LOCATION OF WATER METER AND SERVICE LINE IN FIELD. LOCATE PRESSURE VACUUM BREAKER IN SHRUB AREA UNDER DIRECTION OF LANDSCAPE ARCHITECT. STATIC PRESSURE ............. 62 PSI MIN. SYSTEM DESIGN........... 55 PSI MAX. DEMAND ................ 21 GPM NOTE: IF STATIC PRESSURE IS GREATER THAN 80 PSI. INSTALL A WILKENS 500 PRESSURE REGULATOR. SET AT 60 PSI. I I / l � l 3/4 3/4 11/4 3/411 NOTE: 1. REFER TO 514EET L5.01 FOR IRRIGATION DETAIL5 AND NOTE. FOR CONTINUATION OF OVERALL PROJECT SITE, REFER TO STREETSCAPES AND ENTRY MONUMENTS PACKAGE PREPARED BY FORREST K. HAAG, ASLA. 15.9 X 0.62 X 2126 X 0.62/148 = 3ID CCF .15 SUMMER 462 X 0.54 X 2126 X 0.621148 = 15 CCF .15 FALL/ WINTER 125 X 0.59 X 2126 X 0.62/148 = 22 CCF .15 TOTAL 121 CCF TREE/SHRUB/ GC: SPRING 15.9 X 058 X 2190 X 0.621148 - 22 CCF .15 SUMMER 462 X 0.58 X 2150 X 0.621148 = 65 CCF .15 FALL/ WINTER 12.5 X 058 X 2190 X 0.62/148 = 18 CCF .15 TOTAL 105 CCF COMBINED TOTAL 232 CCF MAXIMUM WATER ALLOWANCE - 14.6 X 080 X 5,226 X 0.02/148 = 259 CCF INSTALL RAINBIRD SCREENS AS REQUIRED TO ELIMINATE MISTING AND OVERSPRAY. SYM MFG/MODEL N0./DESCRIPTION RAINBIRD FEB SERIES REMOTE CONTROL VALVE, SIZE NOTED 0 RAINBIRD 33DLRC QUICK COUPLING VALVE- 3/4" GRISWOLD #2230 MASTER VALVE- 1 1/2" A � RAINBIRD ESP -LX+ SERIES AUTOMATIC CONTROLLER (WALL MOUNT). SEE PLAN FOR LOCATION AND SIZE, 111 VOLT 2 AMP 60 CYCLE POWER AVAILABLE. IRRIGATION CONTRACTOR SHALL MAKE FINAL NOOK -UP. SEE PLAN FOR SIZE AND LOCATION. LOCATE ONLY CONTROLLER 'E' AND 'F' ON OUTSIDE OF SALES OFFICE. LOCATE 'C' INSIDE OF GARAGE, LANDSCAPE ARCHITECT TO APPROVE FINAL LOCATION. 9111IN11 mono now PRESSURE MAINLINE, 3/4" TO 1-1/2" USE PVC 5CH 40,2" AND LARGER USE PVC CLASS 315, BURY MIN. IS" BELOW GRADE, SIZE NOTED NON-PRE55URE LATERAL, PVC CLASS 200, BURY MIN. 12" BELOW GRADE WIRE SLEEVING, PVC SCP 40, EXTEND MIN. 12" BEYOND EDGE OF PAVING BURY MIN. 16" BELOW GRADE - - PIPE SLEEVING, PVC SCP 40, BURY MIN 24" BELOW GRADE, SIZE NOTED, 2x DIAMETER OF PIPE. POINT OF CONNECTION- CONNECT P PRESSURE VACUUM BREAKER TO DOMESTIC METER AT HOUSE. PROVIDE GATE VALVE AS SHOWN. ESTIMATED WATER CONSUMPTION CALCULATIONS MODELS PARKING LOT: ESTIMATED WATER USE FOR NORMAN ESTATES OF LA QUINTA LAWN SQ. FT. = 15,193 SQ. FT. (98910) TREE/SHRUBS/GC SQ. FT, a 211 SQ. FT. (2910) TOTAL LANDSCAPE SQ. FT, = 15,404 SQ. FT, (100910) PLANT FACTOR: TREE/SHRUBS/GC - 0.58 ETO (ZONE 2) FOR: SPRING - 15.9 COMBINED TURf=SAVER FOR SPRING 0.62 SUMMER - 462 SUMMER = 0,54 FALL/WINTER - 12B FALL/WINTER -OSS LAWN: SPRING 15.9 X Ofo2 X 15,153 X 0.62/-148 = 166 CCF .15 SUMMER 462 X 054 X 15,193 X ®.62/-148 = 418 CCF .15 FALL/ WINTER 12,5 X 059 X 15,193 X 0.62/148 124 CCF .75 TOTAL = 108 CCF TREE/SHRUE3/ GC: SPRING 15.9 X 058 X 211 X 0.621148 .15 SUMMER 462 X 058 X 211 X 0f62/-1.dA .15 FALL/ WINTER 12.5 X 0.58 X 211 X O A9/'14s9 3 CCF = 6 CCF = 2 CCF MAXIMUM WATER ALLOWANCE s 14,6 X 080 X 15,404 X Of021148 - 162 CCF INSTALL RAINBIRD SCREENS AS REQUIRED TO ELIMINATE MISTING AND OVERSPRAY. I I I A W'i®t+'f ll.At- o*-% NOTE5 I. USE POP-UP HEADS WITH 'SAM' BUILT-IN CHECK VALVES WHEN LOW HEAD DRAINAGE MAY OCCUR. 2. LOCATE ALL VALVES IN SHRUB AREA WERE APPLICABLE. PLAN SHOWN FOR CLARITY ONLY, 3. COORDINATE LATERAL PIPE SLEEVING PRIOR TO INSTALLATION OF CONCRETE, ,--- VALVE NUMBER FLOW IN G.P.M. -PLANT INFO -'---VALVE SIZE 2 3/41 f' UIN F Glt GONNEGTION - CONNECT PRE55URE VACUUM BREAKER TO PROPOSED DOMESTIC I" WATER METER AND P SERVICE LINE. PROVIDE GATE VALVE AS SHOWN. VERIFY LOCATION OF WATER METER AND SERVICE LINE IN FIELD. LOCATE PRESSURE VACUUM BREAKER IN SHRUB AREA UNDER DIRECTION OF LANDSCAPE ARCHITECT. STATIC PRESSURE ............. 62 PSI MIN. SYSTEM DESIGN........... 55 PSI MAX. DEMAND ................ 21 GPM NOTE: IF STATIC PRESSURE IS GREATER THAN 80 PSI. INSTALL A WILKENS 500 PRESSURE REGULATOR. SET AT 60 PSI. I I / l � l 3/4 3/4 11/4 3/411 NOTE: 1. REFER TO 514EET L5.01 FOR IRRIGATION DETAIL5 AND NOTE. FOR CONTINUATION OF OVERALL PROJECT SITE, REFER TO STREETSCAPES AND ENTRY MONUMENTS PACKAGE PREPARED BY FORREST K. HAAG, ASLA. REFER TO STREETSCAPES AND ENTRY MONUMENTS PACKAGE PREPARED BY FORREST K. PAAG, A51 -A. FOR LOCATION OF CONTROLLER 'B' AND POINT OF CONNECTION FOR FRONT YARD IRRIGATION. POS' -UP BUBBLERS SHALL BE INSTALLED UJITN AN 16" SETBACK FROM CURB AL_ � 1/211 3/411 - ag I11/4 ►,2 I I ` 111411 1/2 I1 1,2 11 /4 1,2 I 1 3 '/2ri I1/4n r /4 Nr ,,2 I I f s - /2 I/2 'it It n , n ,2 3,411 �, ..r - _ I/ n II/4'I I, II `�. ,�C]�D 2 11,4 I I 1, I 0 1/21/- 1 2/ 1 2 '' ' „ I/2 n /, 3/4 , /211 '/2 1, 3/`% 11 I/ I 1 3 1/2 1, n 4 2 /2 a � 1 � � it3 4 3,4 it 1, 11/4 " 1,2 n 2 1/2 I I . r� 1 ,1 4 11 /4 u '2 1/2 11 '/2 Tl- --- '/2 11 1 ! L /2 „ �' I 111 3/4 n 1,2 1 '/2 6r r5T `� � ` / � V V 1 � 1 I ON Q i /2 D 1-1 I1 1/2 11 1/2 ' t _ Illll 11/4 � I� „ a L-' �/2 y i! 2 �% I -� i 11/411 I, 111 � 3i " 1/ " it {I li a l i3/44 1 L I L 1 TU II ® G Q J 12 5TAT I ON I 2 I 11 1/2 11 1,2 11 � o f 12 STAT ION I! 'a }, '2 o 1 Tib 2 '/2 2i k -G)® /2 1! -SW 3/41 - Q ® ® 1/2 ` I I o ._1/2 11 1/2 1 a 2 :J - N t� I,,211 3,411 �i rG) o I I/ 11 G� � I '/2 I1 '2 1,2 1 O 1,2 u 2 I /2 3 3/4 `I 11/411 f I 3/4 if'/2 � '/2 ` 1/2 It 11/ , j I ! I/2 11 1,2 ( }/2 „ 4 1 11 ® i 3,4 11 I 2 I 3/4 u 11 1,2 11 ` II El1/2 11 11/4 11 11 I 1/211 / "n Hu 11 .� ❑� A Alf 4 11 it I I a / ' I " '/2 (b 0 11 I '/2 2 � 1 1 I ! 1 II /2 S1� '/Z }/2 1,2 11 2 �� I 2 11 , II � � •� � 11 1i� 21 I I • 2DQ I/211 1 I 1 i{I �� 3/411 TU ,,2 I � z 12[=::::] I i I LI � 1 ® 1/2 3/4 3/4 I1 II 3/4 a }, 11 '/211 i 1 ° 2 11,211, /2 `� 11/4 Oit 0 ® ' 1/211 1,2 I I I/2 1 '2 ' I I'2 ' 1/2 ' 3,4 I1 3/411 1211 12 ED .............. . '� • � T 1/ 1 I/2 � t� TU 2 \iRr 2 '/2 11 1 1' I 3/4 11/411 i '/2 " LR 1 `/211 I 1/2 11 3,411 I }' C '/2 It 1/2 , }/ I 1 2 /20 1/2 1' 1'2 1 3/11 2 o Q' 3/4 111/2 4 , III I / 1/21 11 PI (! 3 Ill , I g I, 11 '/2" 3/4i' i i'/4'� I, I 2 111 • 1'/4 11 2 P 1 { 1 1/4 11 2 1/2 I I 1 j2 ® 3/ I' 1 I TU 1,2 SRU5\ 11 111 11/4 11 i/2 3/4 11 1j /2 " 1/4' I, -3 I� 'V '/2 1I 1/2 1,2 11 /21 • /2 3 II W 1 3/ i s I/2 II /4 4 �� I 1 '4 ( � � 2 ED lilt �/2 1' 1,2 11 '/2If ' , • 3 111 0 1/2 1 - 2 If 1'14 2 l }/ it 11 / 11,411 }/ „ 3/4 I I '2 " '/2 n 3/4 n 1/211 2 \ \ 1,2 , ❑ '/2' 0 L ❑ 2 _ �'- I/2 n / 3/4 It 11/411 ,,2 a .,. . ., 11/411 1,211 I/2 3/4 I I '/2 ' 119 if / 1/ „ '/2 If 1,2 11 1 2 3/ 1 3/4 u 4 . \ '/2 if I/2 11 0 1 11 3/4 I I III 3/4 it }/2 1 �'1 I/2 ' ,� r--� --� '/2 -3/4 n � /4 2 3 \ 1,211 3/41, / 3/411 '/2 \, / 3/4 11 3/4 11'/2 ' 1 1/2 11 NOTE: 1. REFER TO 5I4EET L4.01 FOR IRRIGATION LEGEND, 2. REFER TO 5�4EET L5.01 FOR IRRIGATION DETAIL5 AND NOTE. P 0 I/2 ,�-- --' _� --- � ►/211 -� / '/4 u 0 d 3/411 '/2 11 IN 3/' / ` I/2 11 4 11 These plans have been reviewed by the Coachella Valley Water District in accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Date Water Management Specialist Service Director FOR CONTINUATION OF OVERALL PROJECT SITE, REFER TO STREETSCAPES AND ENTRY MONUMENTS PACKAGE PREPARED BY FORREST K HAAG, A61 -A. 2 6" MIN. (16" MIN AT CURB AREAS) e Forroot K Haag, ASLA Inc. 1 tY Deeign 4 Land Planning 250 Newport Center thrive -- Suits 104 2 I I=1 I I-III- I I--III III= III Newport Beach, C4 92660 III-1 I ISI I I I I-1 I -1 11= 0 3 Tel, (949) 719-0554 i fax: (949) 719-0564 4 0 FLOW ..III-1I1=1I 1= Z 1=1 I G Il- WATERPROOF WIRE CONNECTOR - SCOTCH SEAL, GEL-TITE, SNAP-TITE `I OR PEN-TITE. INSTALL PER MANUFACTURER'S RECOMMENDATIONS 9 z III=1 I I I 1=111=III 1=I 11=I � :III=III I-III-III-1 III=III-r =11 1=I I _ �'� -�--- LOW VOLTAGE WIRING 2a ° III III ' M E D A L L I S T TWIST OR CRIMP WIRE CONNECTOR, 1-1a I 8 0 INSTALL PER MANUFACTURER'S - o° - RECOMMENDATIONS _ ___0 Norman 10 Estates 11, LLC LEGEND 1. BACKFLOW UNIT 9. I CU. FT. CONCRETE THRUST LEGEND 2. BRASS UNION BLOCK 3. 5RA55 NIPPLE 3" LONG MIN. 10, TO POINT OF CONNECTION - I. WALL MOUNT CONTROLLER NOTE: 1, ALL WIRES TO BE INSTALLED 1. FINISH GRADE 6. PVC LATERAL LINE 4. BRASS PIPE RISER, LENGTH ADAPT AS REQUIRED REFER TO PLAN FOR SIZE AND PER LOCAL CODE. 501 North AIA 2. CURB, WALK OR FOUNDATION 7, TWO PVC STREET ELLS AS REQUIRED NOTE: LOCATION Jupiter, Florida 5. FINISH GRADE CONTRACTOR TO VERIFY EXACT 2, 120 VOLT ON-OFF SWITCH 2. CONTRACTOR TO PROVIDE LOCATION OF BACKFLOW VANDAL-PROOF ENCLOSURE 33477 3. POP-UP SPRAY HEAD 8. PVC SCP 40 ELL 6. PVC MALE ADAPTER (TO PREVENTER. HEIGHT TO BE 12" 3. 3" DIA. CONDUIT FOR CONTROL SPRINKLERS) MIN. A50VE�HIGHEST SPRINKLER WIRES 4. PVC SCP 80 RISER S. PVC TEE 1. PVC MAINLINE HEAD OR 12ABOVE HIGHEST ELEVATION ON SITE, WHICHEVER 4, 120 V,A.G, CONDUIT 5_ PVC SCP 80 NIPPLE 8. BRASS SOO ELL AS REQUIRED IS HIGHER. iNNTI NTS 11 AOO "TE' CONTROLLER NormanA WALL m UN U Estatt'&;s ' 2 6" MIN. (IS" MIN AT CURB ANDLL 1 WALKWAY AREAS) 2 1 4'-r MIN. - a a 2 a _ _ _ III=1 I I=1 III=1 I =1 11= 1110 �® 1=1 I I=1 III=� 3 4 11=1 11= I I I I=1 I= I 11= EE111111 TM 4 11=III=III II-III III-II 1=1I II=1 ° III=III-1I II =III- !=1 I II I !� z 3 �' � 3 =TFM5 III _ -1 -III II_ N o LEGEND 6" MIN 6 � -III-III-I 11-I 1. FINISH GRADE 2. SLEEVE (IF REQUIRED) 3. LATERAL LINE 6=mmdr l 4. MAINLINE OR SLEEVE 9 LEGEND 5. CONTROL WIRE 1D 6 8 5 i NOTE: I. FINISH GRADE NOTE, 1. INSTALL VALVE BOX SUCH THAT THE TOP OF THE COVER IS 2" 1. ALL PLASTIC PIPING TO BE SNAKED 5. SEE IRRIGATION SPEGIFIGATIONS LEGEND 2. PLASTIC VALVE BOX WITH ABOVE FINISH GRADE IN GROUND IN TRENCHES FOR BACKFILL AND COMPACTION LEGEND LOCKING LID MARKED "G.V," COVER AREAS AND FLUSH WITH REQUIREMENTS 1. CURB, SIDEWALK, ETC, 6. PVC TxT MARLEX STREET ELL 3 GATE VALVE CONCRETE AND TURF AREAS 2. BUNDLE AND TAPE WIRING AT 10' 2. FINISH GRADE . SCHEDULE 80 PVC NIPPLE - I. FINISH GRADE . PVC LATERAL LINE 4. ONE CUBIC FT. OF 31/$" 2. CRUSHED'1 76 MIN. 10" LONG SIZE SHALL BE BOXVER 2" IN LARGER SHALL BE 24NANDLE INTERVALS 6, PIPE DEPTH FOR 21i2" DIA. AND 3. POP-UP ROTOR HEAD WITH ROCK 3. TIE A LOOSE 20' LOOP IN WIRING GATE VALVES AT CHANGE OF DIRECTION GREATER I. PIPE DEPTH FOR 2" DIA. AND ANTI-DRAIN VALVE, SET TOP 8. SCH, 80 PVC TxT MARLEX 2. CURB, WALK OR FOUNDATION 7, TWO PVC STREET ELLS 5. PVC MAIN LINE OF HEAD 1/2" ABOVE GRADE. STREET ELL THAN 300. UNTIE ALL LOOPS AFTER SMALLER SHALL BE 18" 4, SCH, 80 PVC NIPPLE 9. SCH, 80 PVC SxSxT TEE 3, POP-UP SPRAY HEAD 5. PVC SCH 40 ELL 6, BRASS UNION ALL CONNECTIONS HAVE BEEN MADE 8. PIPE DEPTH FOR NON-PRESSURE MIN, 2" LONG 10. LATERAL LINE PIPE AND FITTING 4. PVC SCH S0 RISER S. PVC TEE 1. PVC MALE ADAPTOR (2 4. INSTALL ALL CONTROL WIRE ON THE LATERAL LINES SHALL BE 12" I TI �i 5. SCH. 80 PVC TxT ELL 5. PVC SCH 80 NIPPLE REQUIRED) UNDERSIDE OF THE MAIN LINE PIPE TAILS POP-UP ROTOR NTS TURF POP-UPNTs D GATE NIL NTS DRAWN BY ME)M/ amw CHECKED BY 3 2 1 (Y tY DATE b/19/ SCALE KTA FINISH GRADE _ - 10" ROUND VALVE BOX W/LOCKING LIDIII= STENCIL 'O.C.' ON LID NORTHX\Vj� =1 I I I=1 I 1 _ 4 �/j�\/ I (=1 I 111= I 1. PARDSCAPE SURFACE. QUICK COUPLING VALVE I I I - L 2. CLEAN BACKFILL AS REQUIRED, \\ \ (INSTALL 2" ABOVE GRADE I=1 I (= 2 TO BE SET IN 6" LIFTS. REFER TO IN SHRUB AREAS) - - I (=1 I 5 } SPECIFICATIONS FOR SPECIFIC V 9 W RETQUIREMENTS COMPACTION ? \%\ o o'CRUSHED 0�$o \/� ROCK I �+ 3. CLEAN SAND. REVISIONS BY \\ opo opo /\\i I I=1 I I I 1= _ 3 o \ \ PVC SCHEDULE 80 RISER -) (I o I -1 1/L i� W 4. PRESSURE MAIN LINE WITH SLEEVE. Q \(2) PVC STREET ELLS I 1=1 I - ° - o ° -I I I - a Q 4 5. LATERAL LINE WITH SLEEVE. PVC TEE -! I I-I ! i-I I -I I i m 5 6. CONTROL WIRES # COMPUTER Q =1 I I-11 I I I I=1 I HARDWARE WIRE SLEEVE. - - -I 11-11- ® O � U PVC MAINLINE. PVC SCHEDULE 80 NIPPLE PVC SCHEDULE 40 ELL NOTE: INSTALL 6" FROM NEAREST ADJACENT PAVED AREA. LEGENDD 0 1. FINISH GRADE 6. PVC TEE NOTES: 2. PLASTIC VALVE BOX WITH-1ALL SLEEVES TO BE PVC. SCH, 80 AND TWO AND ONE JOB NO. LOCKING COVER MARK "RC.v.° • PVC MAIN LINE HALF (211/2) TIMES THE DIA. OF THE WORKING PIPE. 133/001.010 AND STATION NO. ON COVERCRUSHED AUTOCAD FILE NAME LOCATE IN SHRUB ROCK BED. 8. ONE CUBIC FT, OF 31/4" ALL SLEEVES TO RUN A MIN. OF 12" BEYOND HARD5C4PE , EDGES. 3, SNAP-TITE ELECTRICAL These plans have been reviewed by the. Coachella valley Water District in 50 CONNECTORS GLEAN BACKFILL MAY BE SUBSTITUTED FOR SAND accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section SHEET 4. PVC MALE ADAPTOR (2 UNDER WALKS AND DRIVES. 65597 et seq requiring efficient landscape and irrigation design in cooperation REQUIRED) with the local governing agency (City or County). , PVC ISCH 80 RISER Date Water Management Specialist Ar rL 5 IV Ile% I K "UIC"' COO" "PLING VALVE NTS H Cu"N'TRU" L VALVE NT' Service Director OF SHEETS �=L,ANiING LEGE-ND SYMBOL BOTANICAL NAME~ COMMON NAME SIZE REMARKS T= =a BRACNYC NITON POPULNEUS BOTTLE TREE 24" BOX/ 36" BOX CHAMAEROPS HUMILI5 noCINNAMOMUM CAMPHORA C`t'CAS RESOLUTA MEDITERRANEAN FAN PALM 36" BOX/ CAMPHOR TREE SAGO PALM FRAXINUS UHDEI 'MAJESTIC BEAUTY' MAJESTIC BEAUTY ASN OLEA EUROPAEA RkUS LANGEA SYAGRUS ROMANZOFFIANUM -I THEVETIA PERUVIANA CUPRE55US SEMPERVIRENS WA6PINGTONIA ROBUSTA PHOENIX ROEBELENI { SHRUE35 OLIVE AFRICAN SUMAC QUEEN PALM YELLOW OLEANDER ITALIAN CYPRESS MEXICAN FAN PALM PIGMY DATE PALM 24" BOX 24" BOX 36" BOX 20'X15' c 24" BOX 36" BOX 9' S.T. 24" BOX MULTI -TRUNK FIELD GROWN MI11 TI-TIP1INK \ CARISSA MACROCARPA 'TUTTLE' NATAL PLUM 5 GAL 18" O.G. (Due CA661A NEMOPNYLLA BUSHY SENNA 5 GAL 3' O.G. DIETES VEGETA FORTNIGHT LILY 5 GAL 18" O.G. � x DODONAEA VI6CO5A HOPSEED BUSH 15 GAL 4' O. HEMEROCALLIS HYBRIDA DAYLILY 5 GAL r O HESPERALOE PARVIFLORA RED YUCCA 5 GAL I 1 / L{C-sUStRUM JAPONICUM WAXLEAI+ PRIVET 15 GAL 3' O.G. ® OPI-IIOPOC:ON JABURON N.CN, 5 GAL 18" O.0 PENNISETUM SETACEUM 'CUPREUM' PURPLE FOUNTAIN GRASS 5 GAL 24 O.C. PHILODENDRON SELLOUM \ \ / (\� PHILODENDRON 5 GAL 24 O.0 Q PItTOSPORUM T. 'WHEELERI' WHEELER'S DWARF 5 GAL 24" D.C. PRUNUS CAROLINIANA CAROLINA CHERRY 15 GAL 3' D.G. \ () PODOCARPUS MAGROPHYLLA YEW PINE 15 GAL 310.0. / \ PHORMIUM TENAX 'ATROPURPUREUM' NEW ZEALAND FLAX 15 GAL 3' O.C. PI-10R"IIUM TENAX 'vARIEGATUM' NEW ZEALAND FLAX 15 GAL 3' O.G. \ RHAPHIOLEPIS rMAJESTIC BEAUTY' INDIA HAWTHORN 15 GAL 3' O.C. STRELITZIA REGINAE BIRD OF PARADISE 15 GAL 3' O.C. \ TECOMA STANS YELLOW BELLS 15 GAL 3' O.C. \ XYL05MA CONGE5TUM 'COMPACTA' DWARF SHINY XYL05MA 15 GAL 3' O.C. VINES B UGAINriLLEA 5AN DIEGO RED BOUGAINVILLEA 15 GAL REMOVE NURSERY STAKE GRDUNDCOVERS SPRAY ON FENCE/WALL \ \ i / LANTANA MONTEVTDENSIS PURPLE TRAILING: LANTANA 5 GAL 24" O.C. + + 4 MYOPORUM PARVIi=OLIUM MYOPORl.1M I GAL 24" v.C. OENOTHERA BERLANDIERI MEXICAN EVENING PRIMROSE GAL 18" O.C. ANNUAL COLOR BY SEASON -SELECTED FOR CONTINUATION OF OVERALL PROJECT BY LANDSCAPE ARCHITECT IS SITE, REFER TO 5Ti ET5CAPES ANENTRY 1`'fONUMENT5.ACS F' 1<AGE P PARPE D BY BERMUDA 328 TURF SOD OVERSEER W/ RYEGRASS AT RATE OF FOR ST < NAAG, ASLA. 15 LBS. PER I,000 SQ. FT. AFTER OCT 31 OF EACH YEAR r SHOVEL CUT SEPARATION These plans have been reviewed by the Coachella Valley Water District in accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Sectio 65597 et seq requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Date NOT5S: 1. INSTALL 2" LAYER OF SNREDDED/RECYCLED BARK IN ALL NDN -SLOPE PLANTING AREAS, WHENEVER POSSIBLE, 2. SPACING BETWEEN TREES IN TUB AREAS TO BE V MIN. O.C. CLEARANCE. 3. ALL TREES WITHIN 5' OF PAVING TO HAVE ROOT BARRIERS FROM DEEPROOT OR EQUAL. (eOO) 458-1668. LINEAL APPLICATION ONLY (DO NOT WRAP ROOTBALL). 4. SEPARATION BETWEEN TUi;6-' AND SHRUBS/GROUNDCOVERS 514ALL BE PLASTIC GARDEN BAND (SEE SPECIFICATIONS) Water Management Specialist Service Director L Zoo) OF i7 SHEETS rS FOR CONTINUATION OF OVERALL PROJECT SITE, REFER TO 6TREET5CAPE5 AND ENTRY MONUMENTS PACKAGE PREPARED BY FORREST K. HAAG, AsLA. Forrest K Waal, ASLA, [tic. Dsirt � LM,��el Pl��tin 250 Newport Center Drive Suite 104 Newport Beach, CA W&60 Tel: (949) 719-0554 Fax: (949) 119-0564 ROOM M E D A L L I S T Norman Estates II, LLC 501 North A I A Jupiter, Florida 33477 IN k)fman -m-" hstate"'s C/) Z C)Z PLANTING PLAN DRAWN BY MOM/ amw CHECKED BY TK DATE b/IS/ 00 SCALE NORTH 7�✓ REVISIONS BY 4 0 0 0 Q Q JOB NO. 133/001.010) A11TOCAD FILE NAME L.b02 SHEET 2 OF 1"i SHEETS'.''-', a a i FOR CONTINUATION OF OVERALL PROJECT SITE, REFER TO 6TREET5CAPE5 AND ENTRY MONUMENTS PACKAGE PREPARED BY FORREST K. HAAG, AsLA. Forrest K Waal, ASLA, [tic. Dsirt � LM,��el Pl��tin 250 Newport Center Drive Suite 104 Newport Beach, CA W&60 Tel: (949) 719-0554 Fax: (949) 119-0564 ROOM M E D A L L I S T Norman Estates II, LLC 501 North A I A Jupiter, Florida 33477 IN k)fman -m-" hstate"'s C/) Z C)Z PLANTING PLAN DRAWN BY MOM/ amw CHECKED BY TK DATE b/IS/ 00 SCALE NORTH 7�✓ REVISIONS BY 4 0 0 0 Q Q JOB NO. 133/001.010) A11TOCAD FILE NAME L.b02 SHEET 2 OF 1"i SHEETS'.''-', ill FOR CONTINUATION OF OVERALL PROJECT SITE, REFER TO 6TREET5CAPE5 AND ENTRY MONUMENTS PACKAGE PREPARED BY FORREST K. HAAG, AsLA. Forrest K Waal, ASLA, [tic. Dsirt � LM,��el Pl��tin 250 Newport Center Drive Suite 104 Newport Beach, CA W&60 Tel: (949) 719-0554 Fax: (949) 119-0564 ROOM M E D A L L I S T Norman Estates II, LLC 501 North A I A Jupiter, Florida 33477 IN k)fman -m-" hstate"'s C/) Z C)Z PLANTING PLAN DRAWN BY MOM/ amw CHECKED BY TK DATE b/IS/ 00 SCALE NORTH 7�✓ REVISIONS BY 4 0 0 0 Q Q JOB NO. 133/001.010) A11TOCAD FILE NAME L.b02 SHEET 2 OF 1"i SHEETS'.''-', Forrest K Waacl, ASLA, Inc. 0*61 n 4 Land Plannln 250 Newport Center Drive Suite 104 Newport Beach, CA 92660 Tel: (9413) -1113-0554 Fax: (949) 119-0564 � M E�A L�ST� Norman Estates II, LLC 501 North AIA Jupiter, Florida 33477 O]rM&-% an Estates z z PLANTING DETAILS DRAWN BY ME)M/ OMW CHECKED BY Tl DATE 1143! 00 SCALE NORTH REVISIONS BY Q A A 0 A JOB NO. AUTOCAD FILE NAME L101 SHEET L Rose& a O 1"% SHEETS 77, -4) �ON IL it ro F01 ci- I a C+ no FO 4- c+ Fil 16 tdp rr ro 0-1 p LA ud 0-3 3 R UNJ V�7 37 J0 XO -4" Fo it �� `.' �� --'--`. / \ ' --- - ----- --- i - - ' ---- CTF .' YJ��~r�� . . /�^~~ / �� Y. COORDINATE LIGHTING WITH TREE ' ' | �/r��J�� Ll��~T�� 1-6.01 /�}1 /\Y�7� L&,02, ` �~��~+� � /��/�*�. ^�;��~ ��r��.�~ ^ �� °^«�/ ~�v��~ ' ' FOR CONTINUATION OF O-VERALL PROJECT SITE, REFER TO 5TREET5CAPE6 AND ENTRY MONUMENTS PACKAGE-l"17REPARED 5Y � ` ^ .� `- _,.-.--.,.-_.... , -. , -.... .. ... .. .... - . - .- ... .._ _.... . _ .. , . - - . 1. . , - . . .. . _,...._•-• 11 - . 7. DISEASE CONTROL: PALS Irma may W*rt peaticide application per the reasannsendalioss or rho county of jurisdiction': ', 4. Organic coode d - winismom 90% by wnigld. D. SOIL PREPARATION Agriculture DepartamwL All pesticides shall be applied in accotdimm with the msnufadurer'a SeCtloaa I . 11. FERTILIZERS AND MINERALS: The contractor shall haws obtained results frrm3 sail kettle; to amine if soil le to be imported or if on site soil recommendation as well as ail local. state amt federal r fa ticesistag and ap(,ivatioa. Provide kiftilixtt. is for application with approved SPECIAL PROVISIONS will be Finials grading, mounding. soils testing and weed control shall be completed print to sell S. LOADING OF PALMS: equipment. and deliv,en d to the she in rnopenod coutsisers, each fully labeled according to applicable equipment. Pfellarsum Soil preparation and backfill for planting pits shall be as recommended by the agronomic trails report Palms small be loaded with hydraulic or conventional crass. Rigging shall consist of the highest LANDSCAPE IMPROVEMENT SPECIFICATIONS fertilizer laws, and bearing the own at mark of the maumlachm. and the landscape architect, Contractor spall include approximate cosi for ba c krill and ado preparation in his bid, quality nylon slings. Wbeis rigging is to be in contact with the trunksud= of palma, 2' x 6' number 3 Conurmcw kdiltxet: to be modified, if required. upon the coaynietion of the soil kdmg and grade or better lumber "be placed between rigging and Iree sufatx. Boards shall be stuatcd PLANT MATERIAL UVS"1 At.1.AT1otV a I. IMPORT TOP SOIL: between the tree and rigging io avoid any possible sears or Nightly abcasiam that may be coed by L scOlret � b. H a Spread Wpwd 2" deep over all laws and shrub arta catty w gradient of 3:1 of seta- the loading and phase of work. Coaside a lea shall be given in the selection d an adapratciy tetra, materials. tools, pa taxer and all other requi cotaiderod as wary to the scopMatic e. WeedSod Lightly widar top" will astin � is mo"L e. mid soifiv& _ consideration shall� based on � 60 flicilliale loading mey of Murk as irdiatcd tm the lnsprovtsaent Plana fcr The ltioxwaa Estates in La Qu:nta. CA The itatatlation ' d. sod t of won ape A. TUC topsoil w wry ballast rdfoaming as evest grade, positive contact between tvpeoil � situation and limane and responsibility � Shall be rompkie in ever)• respect to the saislaction of Medallist Golf DewleptacnK lac, kminnanct referred to as the e. Seed Imo° and site soil. 9. TRANSPORTING OF PALMS: and/or "Ow'' the "Oeawa's rcprc^-.r>uttive.' d• C ung. wit!wit!rolling until an cvm 6' lays mcasum d from existing grade Is rai by regulations ORM ng any meet all licensing requirements and abide vrr Trucks hauling palms shall mD • ialUixar type shraU be band on m-,,mmendrkion givca its mils A&SIP& boy soil and P6111, labor11017. obtained over all lawn and shrub areas with a &radical car 3:1 or bars. particular mgioa where work is being perUvied. indudiag, but ad limited 1% ovalaad pamiis, ova I L GENUAL CONpITIONS: 2. Soil satfaar: Drat gA&hiy ' :grade. 9S% adsiasarnt ClICINC814 zelllycr. 2. AMENDING ON SITE SOIL: length permits and wide load pdxmmits. "Triple dackisiC dant' load or palm Ines is not acceptable A. The landscape contractor shall be licensed at certified by the staie or California Cor patirmance of the type and 3. Iron wlikle (F4Oo4)I: flit quay moitmercial vxk 29% minimum Fe, as rrtdallie a Cram -tip on pw* planting areas W a depth of 10'-12' in two directions. Truck loads shall conform to the highest and shall be aoocplabk to the alike of Forrest K. Scope or work shown os the plias 4. (calcium odfatt Ca Sal 2He): brat quality comasord.1 4 4* 23% Ca. b. Apply per 1.000 4 A. of arta (excluding depot creator theta 2:1). These rates array be adjusted Hang. ASLA, Inc. and the Owner's reptescalatim . B. The contractor shall cath all to cover all wakes and indallalion arm and others iacidcuMd S. Calcium culmnift shwa: Drat equality camearcial. MaL by the soils report and ase far bidding purposes oal)r: 10. STORAGE, "HEALING Qi" AND PROTECTION OF PALMS: to the work of this jab so as to offer lull protection to the Owner and the prtpearcr of these plans and specifications 6. Pituding welds Organic amcalloneat 4 ca. yds U U is deemed necemary t0 harvest palms orad delay that huniediMIC indallalswl. pains shall be adirteted acti against. to, at a owvar: S grams whir a grade 20 -Its -B, from y atny possible damage, shit. lies, w other on and d ecy sad protected at a %orage site by the office of Forrest IL Has& cc on the Owner's properly. age or b. Shrmba and iroec 21 groes with a grade 20.10-5. fcxiiif�r 13 Sss. shall be stated in an ares ASLA, Inc, and the Owae's representative. Palms ras with a similar C. The cmntraetot• shall apply for and pay for all necessary coilstructica pewits and lea requiredd by local. gats. sued 0. PLANT MATERIAL: Sol Sulfur is Via. microdimide to that of the project site where palms arc to be planted. Palms shall be "healed in" with federal governing codes and municipalities In compicrc the wok 1. No planti shall take place waill imilallaLima of the irrigation ria iG 400plek, final grade- have be= Agricultural gypomm 0 loos. IOQ%dean and washed sand backfill. Sand shall be washed concrete or plaster sand. No beach sand D. Load, stale, and federal codes. Imws. ricks and regullatlora geverning or relating to as} portion d this Mak aro a Poly grades and the work by the Owner's authorized e. B the organic w!l waitormmly over surface of the arca to be Ucaied. lacorpante or type d backfill material shall be considered. Palm shall be unloadoe and "hear in" at hereby made a pan of them plans and sliccifications mad stall take pftxedcnae over details, specifications. and rept westative. into the site sell by wilivatiim spoding or roto -tilling to a depth of six inches (67 and fisc grade to the amp site within 8 haws of examilion. direction delineated henna. 2. Quay: yeakity villomas norma) habit; free of woods. insect Infestation mad plats! disease. am scalds, Vccified depth below adjacent paving and curbs. Remove frau all (nianiirsg arras rock: and debris 11. Alta encs an badklitled is a 100% vvastacd plaster or concrete sand backfill. palms shat! remain E. The contractor shall maintain is qualified mwmis+x on the site at all times enuring construction through broken ""r- Anvan of the baric and other riisfigorculistis. Quality to accordance with these plans and lamw than I' and remove from the site. Clean mineral and Aniendment stains from paving. "healed in" until planted . completion of pick-up wo& "ire dearmsiued by the representative from the otlke of Forrest K Haag. ASLA. Inc. d Moisture ctatcaL the soil :fall not be worked whom the moist onto* is so gnat that exve 12. Palma small be maintained by the contractor at the Moor site and small include the following F. The planting design, ass indicated on the plant, is diagrasunatic. Saslod dimclisious arc approxinude. Verify all andla the Owner's reprewistauve. compaction will oexax. wad mot when it is so dry that dust will kern in the air. Ware shall be applied if fertilization td hexihse if implanted for more than 60 wreoecutive days: apply to each tree well three site dimensions prior to proceeding with the work. In the cue ort discrepancy the actual field conditions small 3. The shall provide matching forma and sins far all piste materials within each type and sits , necessary. to provide idal moisture condaio►s pounds 1G-6-8 n.p 1k. granular fertilizer. with ire chelate (soqucstrene (38) at Uac rate of _` piii � dictate ttac nhod g Agan/ ��• ,� -- - "-- - on t1�e _ ptudert and reasonable nxlhod � resolving field di It is tlx nsibilih• tnr ''�' 3. BACKFILL MIX: I 'h lana 100 lows of Mata led as a drench to each Iree well. Fertilizer shall be lied 6d Fa gel app the contractor to point oust aitc� document to Medallist Carporatioa Management (verbally and in writing) any 4. Size: that nonnally esrpaxod for comumae:ially, available mraay stock for specieshwictics specified in Uese a Standard backfill mix: use import top wit, stockpile topsoil. or on site soil based on the soils report sixty days after palm we "healed in." Fertilizes shall only be applied to palms between Mardi Iso plan1ffidd discrcpanaos providing ample tinnic within flue construction sequence to allow the Medallist plans. The root system shall fill the cocaina but not be root bound. Sine in wecardarna with those Backfill shall Include 1/3 nitrotized redwood, 2/3 native sol w/ 1 year "Be"" fertilizer paduxs. and September Ist ofany given year. Loading. Iranspor ing and unloading practices stall be adhered to Corporation Managemaart to resolve the discrepancy and recommend a revised course of construction of action to specificatiom shady be determined by the roprownww from the oM= of Forrest IL Haag. ASLA. Inc. Application rate to be per manufacturers recount specinc alioa (or obtain soils teat and follow as outlined in this specification when handling palms on route to the project destination and shall be _ proceed with tine work and/or the Ow mea representative. recoauneadaiivas). loaded only once prior to arrival at the jab -site. G. Reference Doc meow S. Protection: handle and gore plant materials to prow from sum, wind mad other injuries of damage. Injury It. Acid loving plant mix: use Import top soil. stockpile topsoil. or on site soil based on slue soils report. 13. PLANTING REQUIREMENTS: 1. American Joint Committee oa Horticulture Nowcoclalun. Standardited plant nanws, lafcsl edition. or damage shatl be cause for njcclm cvas ager butid review. This unix is far bidding only. Set plan for indicatim of" loving plant material blamed per cubic yard: Planting pits for palm trees shall be a minimum of two fest wider than any side of the roust ball. i(Xrrti 2. American Association of Nurserymen Inc. American Standard for Nursery Stock, latest edition. 6. Quanotior circles, dots, or other plant symbols used within the plans are the authority to plant counts and - Tocaoiliumport soll - I part by volume washed piaster or concrete sand shall be used as backfill. Tars shall be punted rumor -vertical and 3. Standard Specificalivruil for Resort aild General Public Works Cougrudioc shall determine quantities provided. Numbered quantities shown on them drawings are approximate and - Nitrutizing organic amendment - S parts by volume plumbed with the opportunity given for approval by the representative from time office of Forrest K. 4. Agricultural Code o: California. ars only for" convenience of the conuaeiw. Plast eiabos and/or"on cam' :pacing take prccedcnm - Composted feat mod - 4 parts by volume Haag, ASLA, Inc. and/or the Owner's represeata6ve after poaitiating of each tree and palm planting. S. La Quinta Municipal Code over Flail quantAks specified. Contractor shall inform Owner immediately of any discrepancies between Sand backfill shall be applied in layers and watered in to allow for settling. i ligh presage home and 6. UBC quantities and symbols slwwnt. E. FINISH GRADING nozzles shall be used to obtain at least 80% compaction in the plariling pits of all palm Urea. 80% 7. UPC 7. Sod for lawn shall be per ply. h. Prior to the int of planting oPerafiN, finish grading as specified. compaction may be achieved -with the assistance of water and pucumaix tampers. Any adjustments H. Proceed only wader the direction or the Owner's repnescowive should there be any encoutacre d obtrucliotu.. 8. Landscape contractor must contact the developer for gains of Agrictkwal Conu mismoner's approval and 2. When preliminary grading• including weeding and fertilizing, has been completed and the soil Inas dried necessary to straighten paints due to any site conditions shall be made by the contractor within 12 grade differences or discrepancies found oat the site or any discmpaticics within Use plans from those euauintered denial of plant specks tadicated in this plan for authorization to proceed prbr to installatioa. Plant nhatcrial vffxi=dy to be readily worked, planting areas shall be graded to uniform levels or slopes at a minintunn of months after final acceptance of the project at no charge to the Owner. in the field. Lunicillaatey bring discrepancies to the allcrtion of the Medallist Corporation Marwgenscid and line not conformming with local and regional quarantine law shall not be delivered to the job site notwithstanding - ._ _ _ _.- - - 2 percent (2%). Minor adjustment& so ftnlsluEntry t nig be ante Usedirectionn tithe thaw, moos• spots 14. genus Phoenix from outside the Coachella Valley is prohibited. Contact tlx Agricultural Owner's representative. if notification is not provided. the; co Tractor shall assume full lit • Cor call -outs ou plans and specifications; herein. All material is to i at the discretion of responsibility P and shall be graded to drain Pis g 1riY• Grading shall be dont when soil is al optimum moisture s n ois Commissioner's Office, (760) 863-8291, for further details Com is necessary r.visions. the Agricultural Commissioner's Office. content for working. Rock and debris riot than ox inch (I') in diannmdu shall be removed front time site. L The contractor shall note all existing finish grades pry to conuncacing work. Restore finish grades clwngcd 9. AU plant materials, upon inspection by the Owner's authorized representative, shall bar labels verifying 3. Lawn beds shall be raked lightly to an even surface, removing any foreign materials. Care shall be taken H. MAINTENANCE AND WARRANTEE: during 15c course of the work to original contours or intended contours where indicated of the plans as practical. spedea and variety to match those on the plant lig. The landscape architect or Owner's authorized riot to flange the drainage pauern. The lawn bed shall be inspected by the representative from the office of Time maintenance and warrantee of the landscape installation shall be cstablisbed in a marincr to facilitate a J. The contractor shall coordinate installation of platting to avoid conflicts with grading, cons(ruelioit, irrigation reserves the right to reject any material docrosned to be unacceptabic both at the time of delivery Forrest K. Haag. ASLA. loc. and/or the Owner's representative to determine the suitability for planting phased installation if necessary. Each phase of construction will involve many various contracting utilities• or engineering or architectural features. Tile contractor shall adhere to the construction procedures or after delivery if the landscape architect or Owner's authorized mpresctiativc is tut on site at the tine of prior to installation of sod. The contractor shall notify a rgw=ntativc from the olrce of Forrest K. Haag• disciplines and it is imperative that the landscape contractor work with other trades on-site to assure Use required by the general public works department of the city oC jurisdiction in all cases. delivery. ASLA, Inc. and/or the Owner's representative of the Inspection date S days prior to site availability for the maximum survivability of the plant material specified for the job. Reasonable care and diligent site K. Thu: irtstructions 10 bidders provided Herein shall be completed and returned to flue O++ascr's repmscutativc with intended inspection. observation on a regular basis shall be applied to the job to assure that an adequate source of water is the bid b}• the contractor and are a pan of these bid documents. c. svm colas 3-34vd 1-7 Apt 3.2000 avaiL*Ic to the installation at all times. L. Upon award of the contract, the Detractor shall immediately locate, order and purchase, or have held• all specified plant material. C. stow Bow 3.3.,4d 1-10 Asa 3.2000 C. apw 0""W 3 3.vwd 14 ' AMA 3.3000 e:Wwidnn So= 500M l3.wp/ 1-1 Apt 3.2apa ------------ 10. The following phut material may harbor certain insects or diseases warranting dcArtiction or pesticide 4. Finish grading in shrub areas shall be 2' below paved surfaces, 3' where bark mulch is to be succi, and lawn area shall be I' below paved surfaces. All planting areas shall drain at 2% minimum unless otherwise It is the responsibility of the landscape contractor to notify the landscape architect and time Owner if there is treatments. Also, in general, plant material found infested with common pests to a degree heavier titan mod on the grading plums. an interruption in available water or all= disruption or cause for tannage to time installed or stockpiled plant commercially dmay ay warrant pesticide treatments. Therefore, prior to delivery to tine project site, material for the job scope. M. The contractor shall furnish and pay for all container grown ties, shrubs aril vines, including sealed and sodded contractor must verify that source of nursery stock eliminates all pest risk. turf, hydronukhe:s and flatted grvundcovers. The contractor shall also be responsibk and pay for planting of all a. Insects of concern: Rad, Yellow, and Purple Seek, Woolly Whilelly, and Comstock Mcal}iwg. F. PLANTING 1. TREES, SHRUBS, AND VINES: The maintenance and subsequent release of liability for Ux plant installation may occur on a plisse b} -please plant materials: like specified guarantee of all plant materials; the staking and guying of trees and the continuous It. Diseases or concern: Peach (Prunus species) Mosaic, Peach (Prunus species) Yellows, and Dutch Elm a. The representative from time office of Forrest K. Haag. ASLA, Inc. and/or Ute Owner's representative basis or plan arca and shall in no way be cause for adjustment to Use cosi or degree of quality and care applied to the plant installations for the job -site. protection of all plant materials upon their arrival at time site. (Ulmus• Plartera, and Zelkova species) Disease. N. The site shall be k al pn g c. Ot}er apt clean and frcc of excess ui mein, materials and rubbish inc�idd�hW to lox work during Ilse pests: grass Seed or other aced contaminated with restricted weed seed, utd aquatic plants may approve slue placement of all plant material before planning pits arc cxa+aldxl: llle contractor shall layout plant locations for shrubs and vines or ptam specified quantities of plants in containers at The maintenance and subsequent release of liability for lime installation is divided into three elements: �se9 Y construction and maintenance period. contaminated with Hydrilla. locationsshown on plans. Contractor shall locate all trees with market stakes. Contractor shall have •INITIAL MAINTENANCE PERIODPERI PRIOR TO ACCEPTANCE 'ONE YEAR MAINTENANCE PERIOD O. The Owner's representative shall have the right to suggest and make minor modification in tike planting design Contact time local Agricultural Commissioner's Office for further details. all plant material locatcd prior to the site visit by die representative from the office of Forest K. Haag, - ACCEPTANCE OF THE JOB and installation. If additional compensation is required to accomplish these changes, a chamgc order shall be If. Rejection or substitution: remove rejected plant material from time site immediately and replace at no ASLA, Inc. and/or the Owner's representative. 1. iNITIAL MAINTENANCE PERIOD prepared by the O%incr to address the change in scope of this contract Time Owner or Owner's Repmsentative additional cost to the Owner. Substitutions shall not be permitted unless expressed consent is received from b. Install plant materials as soot) as site is available and wcallef conditions arc suitable for performance a. All elements of construction and installation she be Cully maintained during lox life of ttx may allow any pari or submittal mquircinctus to be waived upon request or file omwr 4r Contractor. the representative from the office of Forrest K. Haag. ASLA, Inc. and/or the Owner's representative. O. Prior to excavation for or of s(akes, notify Underground Service Alen (1-801)-122-1133) and 12. The California Agricultural Code last frown Coachclia and the sequence or the specifications. Do not plans if the soil is txdxsaively cad. construction phase prior to initial walk-through and acceptance of time plant material and in no case planting placing prohibits or restricts certain material entering the 8� P P g kale utilities• electric cables, conduits, sprinkler lines.. heads, valves. slid valve control -fres so that proper Valley. Plant material found in violation of those laws shall be destroyed at contractor's expen w. e. Excavate land its as detailed herein. Edges shall be 6' or more awe from curbs and vin d. Set plants in center of pits. in vertical position so that crown of plant is 1' above adjacent finish grade. shall this period be leas titan 90 calendar days. Tile duration of Usis period of initial maintenance precautions maptancc y be taken no( to danhage such inmpm-ciibcnts. in the event of a conflict between existing lines and a. Palms, genus Phoenix: entry from outside the Coachella Valley is prohibited. locations. tuiliCy tome Owtxr's represetsative to arrange for relocation of utilities or nxiesign of b. Citrus from VaUcy i� Contest Ule Backfill plant pit with backfill unix to nue-telt Ux height of Ux root ball and ossa. of varies and is limited to tine period of lfne between uteri of the job and else Io nes cbasis We contractor's installation by please or job -scope. Upon accept; on a phase-by-sltasc basis or plant (uompU} (all): entry drutsidc tJx CoactxlLa restricted or pralhibitcd. huprv+ziiccnn plan¢. _ Agricultural Commissioner's ORcc, (760) 863-8291 • for further details. a Flarhling tablets -Place per lite following sctmdxlule: • t gal. - 1 tablet plan area. llnc contractor shall maintain d:e plana material for 90 days. Tllc duraU-son of this period P. Nattf}• Owner's rtptaentalive in writing of toil or drainage conditions crxourntercd during planting operations • 5 gal. - 3 tablets delineates time start of the One Year Warrantee Period. %Lich are potentially detrimental to giowlh of plan( material. G. MULCH; • IS gal. tablets 2. ONE YEAR WARRANTEE PERIOD L T dress: Kellogg's Top gg't "Gro -Mulch". Use no mulch in -desert" or drought tolerant planting areas as - 24' box - 8 tablets a. Once the initial walls-lluoughn has been completed and all punch -lined items ue addressed and J. SUNAIITTAL REQU(REhiENTS: delineated on plan sheets. 36' box or larger - per manufacturer's recommendations remedies are effected to the satisfaction of the Owner, line INITIAL MAINTENANCE PERIOD of 90 days and the ONE YEAR WARRANTEE PERIOD shall conmbcncc for that plow or job site A. SOILS ANALYSIS-:' I 1. Soil suitability Ian report for on-site sub -"I siid/a on-site topsoils: I. EARTHEN GROUND COVER • all palm frees - per manufacturer's ruorrumi dations f. Continue backfilling and form a 6 inch basin around each edge of root ball by depressing soil slightly area mutually agreed upon by time Owner and contractor. All ornamental (rens• shruix, vines. and a. Tlie contiaelor small submit a report to the o(ficc of Format K. Haag. ASLA. Inc. and six Owncr's 1. Decomposedground Granite w•txre applicable). of S u 67-G S an ( pp e). C or Desert unset Desert Rock do Supply, 2 Canyon below finish grads. Form basin runs, keeping rim within outer edges of root ball. Water to saturate cover shall be warrantied., in writing• to live in a healthy condition for one year following the date of completion of lox job site installation. This start -date of tlx ONE YEAR representative plies to ordering soil auxraiu ctns or pliant materials. Plaza, Cathedral City, (760) 360-1334. 2' deep nua. Raked snwoth to pmvni Ixxldlimg aid watered to - -- _. • - ---br. ---Time contractor shall take a mininnam of Iwo (2) samples per sNc Each santil k shall be obainal from- - - con before nUn Use a re -ginner enc weed killer riot to adding decomposed granite. g P 8 P g 110 g roots and finish bac�ll around rax ball. finish n i or vi soil to g Fine grade arras around plants ►o specified s grade and dispose v provide establish WARRANTEE PERIOD shall be verified and docunmented by the Owner's representative at Ux site soil at a depth of 12 to I8 inches, within proposed. planting areas followirng mcoinuxndalious d consistent grade. time of the initial job -site walk-through to sign-o[Con the plant installation. soils engineer. Samples spall be obtained slier completion of.site fine grading aid prior to %wed Control 1. ROCK h. Tris shall bear the sane relation to the finish grade as at IIx original place or grow1h. x contractor shall replace dyad, damaged, or unhealthy plant material per aIle origilaa planks __ . - and soil ration. Locations of min a shall be noted oil a plan Ad with es submitted to six , " P*eW f P 1. Cobble (where applicable): River-wasmc ratbite, 4' nuntimwn with 8' a+crage diameter nhaxiutuut. Sex i. Prune and shape all trees. shrubs and vines as directed by representative frau tie office of Forrest K. and/or specifications upon notification by toe office of Forrest K. Haag, ASLA. Inc. and tlx Owner's resentative. at no, cost to toe Owner Burin IIx ONE YEAR WARRANTEE PERIOD. oMcc of Forrest K. Haag. ASLA. Inc. and the Owner's representative for likeir files. detail for color selection. c Submit samples t "Soiland Plant Laboratory." 7 " IS 94 North MainStrcdOrange. e. CA �2667 or 2. Sounders (calxrcapp1i applicable): 2 -0 average iter or e•eater. See for for selection. Haag. ASLA, Inc. and/or the Owner's representative. j. Tresshall be planted of (cast 3 !act from any edge of paving, Ixaler board. +call, roof line.x. e1c., g Replacement erxntP plant material shall nact tile o same as the ori ital 1rite rlllcd for. approved altcrriafi+e, for soil evaluation. 3. Slone veneer (where applicable): I sigh Desert Led - Bouquet Canyon. KauGttarh Masonry k d. Request testing for agricultural fertility raid suitability wilh written m mnnxrdations for soil.. Landscape. Viso• CA (760) 941-7263. drainage flow• line, unekrgraund utilities such as sc+vers walcrlirlcs. gas lines. or other px nlharxnt drainage flow• line. Replacement grcerss(odk scall !x guaranteed for one year after their irWallafion as dictennilmcef by the office of Forrest K. Haag. ASLA, Inc. and the Owner's rcpnesentative utxkr six same terms as amerdincnts, hydrospray, sod lawn, acid loving plants and post-nmaintenamx fediliration programs. improvement. Shrubs shall be planted at least 18 inches front any drive, underground utilities such as severs waterlines• gas lines, or other perntaneut improvement. this original renis and specification g guarantee spec' cation stated herein. e Submit of /lx to tthe O%mmer's eve. repot K ACCESSORIES: k. Tress strait be planted to addras minimum atarnddardis of the city of jurisdiction related to sigh distance c. Maintenance shalt include but not be limited to mowing, trimming, pruning. wafering. fertilization. L Soils tepees tccat►inenhdalioems seal! take ova time anendunrnt Arid ferlilitcr rata specified in 1. Tree tics: Com atercially manufactured lies from black tire dazsings. cat to a minimum ten-inmch (10') length and in no case shall plantings be located such that they would cause a line of site problem for vehicular aced control, cultivation,pest control, clean-up, and operation adjustnhent slid repair of time irrigation systcm. these bid documents and shall be impkmcnicd only after approval of reptcscnWivcs of tie Medallist and held in las 12 p by gauge galvanized wire or split plastic twee shall lot "cinch tic" or approved equal. Corporation Management. traffic. Street trees proposed to be placed within lex oily right-of-ways shall be installed per city d. Apply coawnercial fertilizers at the rales recomm�xrmdcd by soil and plant lab and as required to 2. Tree stakes: Teat foot (107 long, straight grained lodge pole pine, free of knots, checks, splits sad 2. Import Soil: requirements. maintain thriving plants and turf. 4isfrgurenxnts, treated with copper napthenatc. Tie contractor shall obtain results frau rami) testing lab to determine if soil is to be importsd or if an -site toil 3. wires: 6-9 u GuY gee ge galvanized wire: rot to be spliced. 1. IS gasket lrecs and 2d' box tkt:muedards aro to be staked at lox windward angle. m. Plant placement shall accommodate existing wall footing so as to minimize distance bel+vtcn plant fool e. Protect newly planted areas iron coot trafTic, vandalism, lhxfb, orad erosion to the degree possible will be suitabk for planting with or without roil amendments. 4. Guy wire hose: 3B' or 5/16' x .062' wt polyethylene tubing by Ward Manufacturing (714) 631-5053. nun and existing wall foiling aid within the control of the contractor. Repair and replant damaged am -as. replace dead, - If sol is to be Imported, furnish the source and verification of quality d' innporicd tvpcoU to lite efface of S. Sigel guy anchor- 36' long Maxwell or approved equal, Install per manufacturer's recommendations. Forrest K. Haag. ASLA. Inc. and the Owmxr's representative for review. Submit test results and 6. Root barrier: a. Shrubs are to be planted minimum of 18" from turdseape. damaged, or missing plants. f. Completion of contractor's ONE YEAR WARRANTEE PERIOD stall be determined by lox Copolymer polypropylene, injection nrwldcd, .080 thickness root barrier as manufactured by schedule of necarmmended sol amendment adjustments to the office of Forrest K. Haag. ASLA. Inc. sad Dap Root Corporation (8110)458-7668. Use model no. UB 24-2 adjacent to curbs and paved sunfaccs. Use all light fi o. 5hrurba are to lose chanted minitmum of I8' from all !iglu fixlurc pedestals. p. Provide all shrubs which raced support with minimum IR' Square redwood stakes. Orale installed. trim Owner's representative in writing following a Conal job walk through, the Om,na's representative for review. model no. UB 36-2 adjacent to garden walls or wrought Iran faeces. Use model no. UB 48-2 adjacent to top of stake 6° below top of shrub to conceal and attach -lith green plastic tics 3. ACCEPTANCE OF THE JOB A Coinciding with the JO ellen of the tele a. completion year connple ion of the contractor's responsibility for tie retaining walls or building footings. See plana and details for locations. Install per manufacturer's B. PLANi' MATERIALS: reeomunerdatioes or roved barriers are to be installed Decrees app per detail provided. All tree species q. Remove all sukcs from vines prior to planting. See detail for attachment technique. r. !Jo not plant espaliers on or witlhin 3 ft. of pilasters, unless specifically irdicaled on plan. condition of the plan installation shall be determined by the Owner's representative and/or 1. 20 days prior to installation, if requested by the Owner or [be landscapc architect. submit to file ofThcc of planted within X -O' of paving or wall shall require Degxoot barrierslandscape Entry of all dlnu from outside rte Coachella Valley los restricted or prohibited. Contact the architect and shall follow a final lob walk-through. Forrest K. Haag. ASLA. Inc. suet tlx Owner's represnhtafi+r ax 4' x S' color pried pdrolugrdpll of each 7. 7. Polyethylene edging: Trcx V btadk. To be installed per detail provided (where applicable). specified tie. representative shrub sail* of each t}pe, and typical ground cover sample. Photos shall be Agricultural Commissioner's Ofrwe. p{ -Up; S. Card Control; Model #TM3 with stand and housing. Tram Meridian Symcnms (714) 635-5391 or approved taken of sctua) examples from the plant source. The plhotas shall be of the plant material to be delivered to equal. Install per maf►ufaeturtr'a specifications (whore applicable). Installa e 2. GROUND COVER AND ANNUALS flats L M all timet during construction and upon completion of the landscape architectural wok, coturactor shall the job site. and all plant material delivered shall be of equal or better quality to the-typids' represented 9. Ground Suers: Trans Meridian Systems (whe 635-33 approved cqu:al. Install per by the photo s+pplkd as a of gsmaeral average size and quality. Tse landscape architect a UxLoo a. In addition to quantities shown on Ux plans, contractor may be required to provide 10 additional of each ground cover specified in order to allow for "field placements" per representative from the office of remove all rubbish, trash, and debris resulting from the operations; remove unused equipment and implements of service-, and leave entire area in a neat and acceptable condition to acct the standards sad t may � approve plant � acceptable manufacturer's specifications (where applicable). Owner's ntative be to ant naaleriaf olficr means if 10. Two Rail PVC or Lodge Pok Equestrian Fence: All About Feaacm Inc. (760) 360-S40 (lodge pole pine), or Forrest K. Has ASLA, Inc. and/or rte Owner's terve. g• � • b. Plant graved cover/annual color to river the designated areas a! the specified on -center spacing requirements of Medallist corporation and Ue city orjurisdiction. tim approved by e Owner. 2. if any plant athsterIs rot obtainable in the ate, quantify or condition specified. Contractor snail submit a Coup Estate Fence (714) 524.0999 (PVC). Install per manufacturer's moot unctu Liens (where Applicable). c. AU ground cover/annual color all extend to the plant pit d trees arid shrubs in planting beds. shall office nsubstitution request to the ofof Forrest K. Haag, ASLA. inc. and the Owner's representative ' C:'/+hrei. w spw boo" 3.3.wps 1-8 ' Apt 3.2000 , C Mart ape 0odarl 3J.wpd I-1 I Apt 3.2000 C.' spew scomw "N*d 1-5 "3.2000 C &Ude a.n srw Dow" "0404 1.2 . . Aar 3.1000 d. Plant ground cover/annual dolor in straight rows, lady spaced using triangular spacing unless during the budding per" The Owner's representative in consultation with the landscape architect shall 11. Gfass Paving: Grans Road Pavers or approved equal. Harlon Corp., 7950 East Rodf cid Road. Suite 120• Scottsdale, Arizona, (602) 607-0676. Install per nmaswfmcturv's specifications (where appiiabic). otherwise mod on plans. e. Install fertilizer tablets with ground covet planting per tabk provided herein. authorize a suitable substhutlosa. I 12. Inicrlocking Pavexs: Penna Coricrcle, 12490 Day Street. Moreno Valley. CA 9923311, (714) 633.1187. i Masten soil before planting. Retain sighs depression around each plant, and finish with maid, uniform C. STATEMENTS OF CONFIRMATION: Color to be C.O. 36 (where applicable). The contractor AM submit to the a mprosealativo from the oOka of Forrest K. Haag. ASIA, hoe. and/or the 13. 6' Chain knelt fesma: Griffiths Fence. 23612 N. Jackson. Indio, CA (760) 342-2400 or approved equal. finish grades. g, Hand wafer Immediately ager planting. Plants sell not be allowed to dry emu( bdorc. during or after . Owner's rept tier 6nihowitig ikmhit: Insall per am mufacturer's recommendation. ommendatioan. (where s�piidaaW) Installation. Conarare to hand wrier as required by maintenanoc period& I: he � AW �gllGlft3 testifying delivery 14. Podesdrian Galt: Hughes, Rancho Mirage, CA (760) 360-3643 or approved equal, II f i G. PALM TREES Wei wtigkt. 13. Vehicular G&W. Hughes, Rancho Mirage, CA (760) 360.3643 or acral. to til k bask s to the site lof wernntiws 1. Palmus shall be procured from a saw licensed nursay from an approved Source designated by tie aunty 2 or toaotding couspliaaxe w organic and fertiUzert 16. Manual Vehicular Gnic: Hughes. Rancho Mings, CA (760) 360-•3643 at aggsraved equal. of jurisdiction's Agricultural Commission Office and shall be transplanted using the best horticultural with these • 3. Sddrrnit aenUicsNes for the following iterwa upon delivery b the job s� 1.. HYDROSF.ED: P��• 2. Health and vigor: pannus cull have straight trunks and dark orcin foliage. stowing signsof Hydrosced A Hydrornuk* Inc -42396 Rio Neto, Temecula. CA (760) 747.1166 cc mhpprwmd aptad. (where L Quantity d ferUtittr and organic krtilizer, free of coenirwrcd growth and deveiopnxud. Palms shall be ince o[ lrhacds w disease stet shall fine Sprayed and ay It. Quantity d seri! n�ia•) menta. monitored for all pests and discawe prior to delivery to the sik. C. Quantity of select soil per sola tont rmpord 1. 100% wood fiber mulch - 2.000 lbs per acre. eof 3. Palm size determination: palnn tray shall be oedcmd according to the brawn trunk heights (BTH) 4. wmkyoa olaoaves bulk 2. Ferillizer 13 -IS -15-300 Ibt per acre. shows on place Brown trunk heights shall be determined by the following criteria. No otter criferis ]. M -Binds - 120 los per ant. 5. S*" written aniikaie d quantity fled quality of plass ma aerials slid oatificetiat Hutt no plant material will be accepted as a basis for determination of BTTL If h the wolnhetor's responsibility to convey Ute and on site is In conflict with the requirements d the bounty ofd's agriculture coatmission Somme k 1NSTALI.AT]O1Vf intern of this apbdtioiwa b tairr+erics when ordain; ptdalnh b insure that they named this criteria. fisrjtatioad� Before ley• plants are installed, all area an to have been graded in an acceptable Alumina to araare positive drainage a. H seal!»xto»la nwbrafar: Brown trunk height shall be dxNidered the distance frusta the top of the sari ball to time base of the 4. MATICRLUSt Per to approved ung plan' first living frond. A. GEN P.AL: It. N'asld»glonlo fllifera: 1. Provide materials a(beg quality obtainable which comply with the plars. A. PERCOLATION TESTING: Brown trunk height shall be considered lime distance front tie top of fix toot ball to time base of die L No subditutlea of spocined materials shall be made without written approval ors representative from the 1. Upon completion of the rough grading of the lute, the Owners representative small identify a typical location first living frorA for one the lard sperisuen box tree and the contractor swell extsvate tit¢ phi fat floe frac per the project Office at Forret 0►. ilaag. ASLA, Inc. arodio[ the 0w7aa't r+6. � trunk WSW at d spadtkatioss send dietalla. IL IMPORT SOIL: Brown shall be considered the distasace frau the top of the rout ball to the apical • o sinal lmsv^s obtained rewhs from soil "al; to if all b to lot inmport+cd or If a* site shell s, With slue owner or Owner's representative pt,eseat, the contractor "I fill ilea pit with waiter to a depth d ThThe12", if possible. Tice length of time required for the water to percolate inic else all, kavbng time pit empty. �, d. Phoenix caAarfrn4s. T will be ane intrad by the contractor and verified by the office of Forrest K. Haag, ASLA, Inc. and tie 1. Entry tar plants cmntairsed within, of adhering to too" restricted Please contact the county Brown trunk height shall be considered Ux distance front like tap of flit root bald to the top of time tgt 's O4Ux for AKtyd r ddalic _ --_- _- ____- --_. -- -- . - -- - - - . _ _ . _ -_ _ _ _ Owner's - - - - -- - . 7. Within six hours ar the time the water has dtahaed two the pit the wrktraclor, with tlac Owner or owtxr•f Impart friable in diameter. pineapple. r- Cls watr is hwwlea - - ' 2. toil shall be wlthKal fertile, grit fro d toots. cods and atoaaes larger tlmata 1' woods. gidks, bnok, and other litter. Int of ntdesirable Insects and plass � Silt plus clay representative preset, sell again fill the pit with weer to a depth d 12'. It WSW dads cwt contpleicly Multi -trunked per plant koend and In container specified. , . Cotdold for son shall cwt exceed 11% by welght with a adsiwuas 93% pwsiag through a 2.0 millimeter sieve. percolate into the Bell within 9 hours a determitudioa will be made by Ike Owner as b whether or nest a 4• ROOT BALL MrNLMtIM DIMENSIONS FOR PALM TREES SHALL BE AS FOLLOWS: 3. balmily: the saferation extract cooductivity shall chat exceed 3.$ millimokskin at 25 a - drainage system to each tree will be required a tbrlhim#k*Wa rubmiA t: 4. 13ttacca: Nut. M Chir esatwct Am FA exosod 1.0 p�psaaa. B. WEED CONTROL: 20 A. VM 2. s n embed S. : this ratio (SAA) as � fiv a analysle d saturation wdrad cull not exceed t. !'.lentos! 19eTnOlrt all existing woods and tecta aide Manually ni b. 1f:kaJtirtyTtuwia Jlfr/Gra: 20 A. 13711. 3.5 A cvubad 4.0 peat 6. Sainow e( tat kaperf soil shall be willwAW w the malls tnllag laboratory for analysis. irterpreialian• and L Apply 2001bs/acre commercial fertilizer to all planning areas. Irrigate few (4) times pet day during Ux C. 1%oty !r afacr3lif rW shall submit a soils report (too the specified lab to the a representative from mummer lesson and two (2) times per day during other wasom kit thea (3) weeks to prilaWale cadre 20 ft. l3Ti14 A. X 4 ft. X 3 A deep the office dPernsrd K AMA. lees aa&w lite Owner's reprosantatitv for approval prior to soil lar as 3. DimcoWnee irrigaliow fat two (2) days and apply t cresta t 6tdo kk per niawdaclurct's C. t'aor><+ti,< 4h• � A" direction to germninated weeds and r-amem Allow herikkk to kill wands and grafi. Manually C iIAISED PLANIELMOT MIX: I reu vo weeds and girsma from elle. Minimize sail Alisiattems ow sloped arum d liar arw Container "Inc& saper !tell Aad• tilts Gold Cup ov lot's 16 U Inc.. Sam 4. If weeds mad grama gill exist. Irrivie icor (4) err tvve (2) dumas Per ho. as . kw Iwo (2) wee ks or mW 'e 1. DI iGING REWIRELMENTY:: raw growth Appears. Reapply haucide per *6 ere Ul vwcdla,uad a Palamha shall be dul by e9wipmovit fitakell be err (ad - ircnciuer - hand dug woods and firmats (roma lye ells a oval" 10. W 'ZED S. Coatraclat 44 obtake approoval by the Ow -ser w is G(Any lmrAiiLiAIL kWA-ski•Is. fungicide at tat Whiha eshcavtdlailtwos WAk shag be naiad sad be a oviattwdy maist cnrdilia t. Audi other I, Wother chowicalis tat los owed on ntgurlwial tout len d cry oW r�dl follow all opial ' smi;* w a ap*iocd y b rot lulu nand amsvcd All wohas such AW bit d requited ti lcavr. ahead 'i'ftddlmp, I'4+Ve n. girsa w e roils 3J4° err Itothe tedaa+atiada pmvu butlapping d tae tool brequirod trouped to hawlt reaw !haul 10 manses w su >ra}r halos pracwed from a sandy soil I 011110AW AJC 1: C DEUVERY AND STORAGE Sly cid acrwrw-Vadiu ar bower. Shall be wrapped atamod the cram and fnshkds 0610ow hum wrest err bwL PONAW 10 will WV0014. hrJAW with WAsiftsis and i sviadg ells I. rail is an sett to lie Airioad wailifteAl vilawwwo basting alas or ON PWO 1109ft irr tiaras N ft" t w muditiout ewi silawswot Idacana ill d PAU001M leWX L Putikk sWe asallwasaw it acct haw. Is Man td sud stag M kw In its. nasal Wall airs torr err hand awl Ord sews. 3 fk w tint of palls froa ds shall lot rem voll 11 a 4 assert a dw dames Wwwdntimm silo Massa hum ale she MAW ! p" bootils AA W fond In an upright position with 2 ply a th % a ® a.WA L C fw dw oftit d f wow >L Hm& ASL,k los mW dict 0uwhar's +ladies M ail eaaiwat Wadw treats T wuw icor slots to Ito patio hands. Twine It to be applied 2 • to www" band ea tiery ) if.^ liar ftdwwd aratfud. 0.7% for int sawdust. 1.4144 aAl wimposed flamilisar packaflas an aiat am 4 www.va fi% mm site mWil a%" M& Cuomo to ftmwa least dwind all u in" mad planting please of wort. kuw i ts'ii 41 & w f!lAtir bat► I"troe is mal accciptsbia. kcarporalteras luta And a por specitkstione. and maty wit" &#WAW * des ` of Ywrew K. Haag, ASIA. 1. - 114 sidlihmalita%se, is J % a was acts in &OWULWO Vdtad f.oadig.Utity ins tori the owe is veresevotativc ip. 14 W" 1-4 A04 a rare o tor. Ono" sarwe t 4 •aw s U"m 6 %"*W60 si,.pdt 11 r n Four t K Haag, ASLA, lnc. Ciabign 4 Land Flamiruj 250 Newport center Drive Suite 104 Newport Peach, Gro S26(o® Tel: (949) 119-0554 Fax: (S49) 115-0564 M E D A L L I S T Medallist Golf Developments 501 North A 1 A Jupiter, Florida 33477 Norman Estates 9 - r-^ 7-^ r� V 1 V1- . W Z - Z fir/ 1 �% W V1 W Z U C _<� V-1 �v , W >-4 P4 0 F.4 Zrr�,�� ('�� V 1 �''�'1 SPECIFICATIONS DRAWN BY MOM/ SMH CHECKED BY DATE • - 3/31/00 SCALE KTA NORTH REVISIONS BY IL I A A JOB Na 133/ l.iV WTOCAD FILE kAAW L10 LCLO sectio. x GENERAL CONSTRUCTION NOTES MASONRY I. ALL MASONRY SHALL BE REINFORCED GROUTED MASONRY. GROUT SOLID ALL CELLS WHICH CONTAIN RESAR. BOLTS. ETC. GROUT SOLID ALL CELLS BELOW GRADE. SPECIFIC COMPRESSIVE STRE?4GTi{ (F -M-) SHALL BE I5W PSI MINIMUM WITHOUT INSPECTION. U.N.O. 2. MORTAR SHALL BE TYPE "8" MIXED IN THE PROPORTION OF i PART POR'nAm CEMENT TO Y2 TO 1/4 PARTS LIME PUTTY TO 2-i/4 TO 3 TIMES THE SUM OF THE CEMENT PLUS LIME PUTTY PARTS OF SAND. 3. GROUT SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND SHALL BE MIXED IN PROPORT"a OF I PART PORTLAND CEMENT TO 1/10 PART LIME PUTTY TO 2 TO 3 PARTS SAND TO A MAXIMUM OF 2 PARTS GRAVEL 4. AGGREGATES FOR MORTAR AND GROUT SHALL BE NATURAL SAND AND ROCK CONFORMING TO ASTM C-144 (MORTAR) AND C-404 (GROUT). S. GEMENT SHALL BE PORTLAND CEMENT CONFORMING TO ASTM C-150, TYPE I OR 11. LOW ALCAU. 6. ALL CONCRETE BLOCK SHALL CONFORM TO ASTM C90. GRADE N-1. 7. ALL REINFORCEMENT. BOLTS. ETC. SHALL HAVE A MINIMUM GROUT COVERAGE OF 3/4-. II. SEE THE ARCHITECTURAL DRAWINGS FOR TYPE OF UNITS. LAYING PATTERN. AND JOINT DETAILS. UNLESS SPECIFICALLY SHOWN OTHERWISE. ALL CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND. STRUCTURAL STEEL I. ALL FABRICATION AND ERECTION SHALT, CONFORM TO THE LATEST EDITION OF THE ALSO. MANUAL OF STEEL CONSTRUCTION. 2. ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS. ALL FIELD WELDING SHALL HAVE CONTINUOUS INSPECTION BY A REGISTERED DEPUTY INSPECTOR OR AS REQUIRED BY LOCAL BUILDING CODE. 3. /ALL FULL PENETRATION GROOVE WELDS SHALL BE ULTRASONICALLY TESTED (UT) FOR THE EXTENT REQUIRED PER THE CURRENT EDITION OF THE UNIFORM BUILDING CODE. 4, ALL STRUCTURAL. STEEL SHALL CONFORM TO ASTM A36.. S. ANCHOR BOLTS AND UNFINISHED BOLTS SHALL CONFORM TO ASTM A.107. 6. ALL WELDING ELECTRODES SHALL CONFORM TO AWS E7UXX. 7. ALL PIPE SHALL CONFORM TO ASTM A53 GRADE "B" (35 KSI). 8. ALL TUBE SHALL CONFORM TO ASTM A5W (46 KSI). 2-1 4. CONDITIONS NOT SPECIFICALLY DETAILED SHALL BE CONSTRUCTED AS SPECIFIED IN TYPICAL DETAILS Tr'OIR THE RESPECTIVE MATERIALS, S. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. ALL BRACING. TEMPORARY SUPPORTS. SHORING. -ETC. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. OOSERVATION VISITS TO THE JOB SITE BY THE ARCI IITECT AND THE ENGINEER DO NOTINCLUDE INSPECTION OF CONSTRUCTION PROCEDURES. THE CONTRACTOR IS SCILELY RESPONSIBLE FOR ALL CONSTRUCTION METHODS AND FOR SAFETY CONDITIOM AT THE WORKSITE. THESE VISITS SHALL NOT BE CONSTRUED AS CONTINUOUS AND DETAHXD INSPECTIONS. 6. DESIGN. MATERIALS. EQUIPMENT. AND PRODUCTS OTHER THAN T/IOSE DESCRIBED BELOW OR INDICATED ON THE DRAWINGS MAY BE CONSIDERED FOR USE, PROVIDED PRIOR APPROVAL IS OBTAINED FROM THE OWNER. ARCHITECT, ENGINEER AND APPLICABLE GOVERNING CODE AUTHORITY. 7. ALL CONDITIONS NOTED AS EXISTING ARE BASED ON THE BEST INFORMATION CURRENTLY AVAJILABLE AT THE TIME OF PREPARATION OF THESE DRAWINGS. THE CONTRACTOR IS TO VERIFY ALL CONDITIONS BEFORE STARTING WORK. SHOULD CONDITIONS ARISE WHICH ARE DIFFERENT FROM THOSE SHOWN ON THE DRAWINGS. THE ARCHITECT AND ENGINEER SHALL BE NOTIFIED IMMEDIATELY AND ADDITIONAL DRAWINGS BASED ON MORE ACCURATE INFORMATION WILL BE PREPARED. FOUNDATIONS 1. ALL EXISTING FILL SOIL AND DISTURBED NATURAL SOILS ARE TO BE EXCAVATED AND REPLACED WITH PROPERLY COMPACTED FILL. ALL FILLING. BACKFILLING. RECOMPACTION. ETC. IS TO BE PERFORMED ONLY UNDER THE SUPERVISION OF A SOILS 2. ALL EXCAVATIONS ARE TO BE INSPECTED AND APPROVED BY A SOILS ENGINEER PRIOR TO THE PLACEMENT OF ANY CONCRETE OR REINFORCING STEEL. 3. FOOTINGS ARE TO BE CARRIED A MINIMUM OF 1'-6- INTO FIRM UNDISTURBED NATURAL SOILS OR APPROVED COMPACTED FILL. 4. DESIGN BEARING PRESSURE IS ISW FEET PSF (CONTINUOUS FOOTINGS) WITH A 33% INCREASE FOR SEISMIC OR WIND LOADING. S. RELATIVELY NON -EXPANSIVE FILL SHOULD BE USED IN BACKFILLING BEHIND WALLS. ALL WALLS SHALL BE ADEQUATELY SHORED DURING THE BACKFILL OPERATION. 6. ALL EXCAVATIONS. GRADING. COMPACTION, ETC. SHALL BE PERFORMED 1N ACCORDANCE WITH THE SOILS REPORT. 7. THE CONTRACTOR MUST VERIFY THAT THE PLANS HAVE BEEN REVIEWED BY THE SOILS ENGINEER PRIOR TO START OF CONSTRUCTION. GRADING PLAN NOTES I. ALL LOCAL BUILDING ORDINANCE SHALL TAKE PRECEDENCE OVER TI IE CONSTRUCTION SCOPE DESCRIBED HEREIN. 2-4 REINFORCING STEEL Medallist Golf 2. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT 1. REINFORCING STEEL SHALL CONFORM TO ASTM A615. GRADE 40 FOR SIZED 1$3 AND k4 AND Jupiter, Florida DRAINAGE STRUCTURES. TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO 33477 GRADE 60 FOR SIZES 03 AND LARGER Norman AVOID WASH -OUTS AND DAMAGE TO CONSTRUCTION UNDERWAY. 2. WELDED WIRE FABRIC (MESH) SHALL CONFORM TO THE LATEST REVISED ASTM A 185. 3. SWALE SLOPES SHALL BE A MINIMUM OF .3%. CUT AND FILL SLOPES SHALL BE A MINIMUM SMOOTH WIRE FABRIC SHALL CONFORM TO ASTM 185. YIELD STRENGTH 60 KSI. C/0 OF .2-/w 3. WELDING OF REINFORCING STEEL SHALL CONFORM TO AWS D12-1 USING PROPER LOW 4. THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT PROJECT/SITE CONTROL HYDROGEN ELECTRODES. ALL BARS TO BE WELDED SHALL CONFORM TO ASTM A706. DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE INTENT OF Ti IE DRAWINGS AND SPECIFICATIONS. 4. ALL BARS IN MASONRY SHALL BE LAPPED A MINIMUM OF 40 BAR DIAMETERS (2'-0" MIN.) AT ALL SPLICES UNLESS NOTED OTHERWISE. 5. THE SOILS ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING GRADING AND MOM/ &114 CONSTRUCTION TO INSURE COMPLIANCE WITH THE LOCAL CONSTRUCTION TECHNIQUES 5. ALL BARS IN CONCRETE SHALL BE LAPPED A MINIMUM OF 36 BAR DIAMETERS (2'-0" MIN.) AND REQUIREMENTS IN ORDER TO IMPLEMENT THE INTENT OF THE DRAWINGS AND AT ALL SPLICES UNLESS NOTED OTHERWISE. SPECIFICATIONS. 6. SPLICES OF HORIZONTAL REBAR IN WALLS AND FOOTINGS SHALL BE STAGGERED 4'-O' 6. ALL UNDERGROUND DRAINAGE AND UTILITY FACILITIES SHALL BE IN PLACE AND MINIMUM. BY INSPECTED PRIOR TO BACKFILL AND PAVING INCLUDING BUT NOT LIMITED TO THE FOLLOWING: SEI'/ER WATER DRAINAGE. GAS, AND ELECTRICAL SERVICE. 7. DOWELS FOR WALLS AND COLUMNS SHALL BE THE SAME SIZE AND SPACING AS THE WALUCOLUMN REINFORCING UNLESS NOTED OTHERWISE. 7. FILL AND BACKFILL SHOULD BE COMPACTED TO A MINIMUM OF 9(rlw OF OPTIMUM DRY DENSITY IN AREAS TO RECEIVE PAVEMENT OR TENNIS FACILITY IMPROVEMENTS 8. ALL BENDING OF REINFORCING STEEL SHALL CONFORM TO THE LATEST EDITION OF THE INCLUDING. BUT NOT LIMITED TO THE FOLLOWING: TENNIS COURT SURFACE UNIFORM BUILDING CODE. IMPROVEMENTS. TENNIS COURT LIGATING STANDARDS. TENNIS COURT FENCING. SEATING AREAS, RETAINING WALLS. CONCRETE 8. THE ELEVATIONS OF SURFACES SHOWN ON THE PLAN BY A SPOT ELEVATION SIIALL BE 1. UNLESS NOTED OTHERWISE. ALL CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE ASSUMED TO BE LOCATED AT THE DECIMAL POINT OF THE SPOT ELEVATION SIIOINN. STRENGTH OF 25W PSI AT 28 DAYS. 9. THE GRADES DEPICTED BY SPOT ELEVATIONS SHOWN ON THE PLAN ARE RELA'T'IVE TO 2. AGGREGATED SHALL BE NATURAL SAND AND ROCK CONFORMING TO ASTM C33. ONE ANOTHER. UNDER THE DIRECTION OF THE DESIGN ENGINEER. ELEVATIONS MAY BE ADJUSTED IN THE FIELD TO ADDRESS SPECIAL SITE CONDITIONS NOT ADDRESSED ON THE 3. CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO ASTM C-150. TYPE V. LOW PLAN. ALKALI. OR AS REQUIRED TO SATISFY SITE SOIL CONDITIONS AS DETERMINED EY THE PROJECT SOILS ENGINEER 4. WATER SHALL BE POTABLE. CLEAN AND FREE FROM INJURIOUS AMOUNTS OF OIL. ACIDS. ALKALIS. SALTS. ORGANIC MATERIALS. OR OTHER SUBSTANCES TI IAT MAY BE DELETERIOUS TO CONCRETE OR REINFORCEMENT. S. ADMIXTURES TO BE USED IN CONCRETE SHALL BE SUBJECT TO PRIOR APPROVAL BY THE ENGINEER 6. MAXIMUM PERMISSIBLE WATER -CEMENT RATIOS FOR CONCRETE SHALL CONFORM TO CURRENT U.B.C. 7. CONCRETE SHALL BE CURED WHILE IN A MOIST CONDITION FOR AT LEAST THE FIRST SEVEN DAYS AFTER PLACEMENT. METHODS FOR ACCELERATED CURING SHALL HAVE PRIOR APPROVAL OF THE ENGINEER OR OWNER'S REPRESENTATIVE. 8. THE FOLLOWING MINIMUM CLEAR DISTANCES BETWEEN REINFORCING STEEL AND FACE OF CONCRETE SHALL BE MAINTAINED UNLESS NOTED OTHERWISE. 2-2 SLABS ON GRADE CENTER OF SLAB CONCRETE BELOW GRADE FORMED $" CONCRETE BELOW GRADE. UNFORMED (POURED AGAINST EARTH) 30 CONCRETE EXPOSED To WEATHER 1.1/20 9. PIPES MAY PASS T11ROUGH STRUCTURAL CONCRETE IN SLEEVES. BUT SHALL NOT BE EMBEDDED THEREIN. PIPES OR DUCTS EXCEEDING ONE-THIRD THE SLAB OR WALL THICKNESS SHALL NOT BE PLACED IN THE STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILED BY STRUCTURAL ENGINEER 10. PROVIDE 3/4' CHAMFERS AT ALL EXPOSED CORNERS. II. REFER TO ARCHITECTURAL DRAWINGS FOR REVEALS. AREAS OF TEXTURED CONCRETE OR SPECIAL FINISHES. ITEMS REQUIRED TO BE CAST INTO THE CONCRETE. CURBS AND SLAB DEPRESSIONS. FORM WORK, REMOVAL OF FORMS AND SHORES I. THE CONTRACTOR SHALL DESIGN ALL FORMS AND SUPPORTING SI IORES IN CONFORMANCE WITH ACI 347-78. DESIGN SHALL INCLUDE RATE AND MLMIOD OF PLACING CONCRETE AND CONSTRUCTION LOADS. INCLUDING VERTICAL, HORIZONTAL, AND IMPACT LOADS. FORMS SHALL BE SUBSTANTIAL AND SUFFICIENTLY T1GI IT TO PREVENT LEAKAGE OF MORTAR AND PROPERLY BRACED OR TIED TO MAINTAIN POSITION AND SHAPE. 2. FORMS SHALL BE REMOVED IN SUCH A MANNER AS NOT TO IMPAIR SAFETY AND SERVICEABILITY OF THE STRUCTURE. ALL CONCRETE 7'0 BE EXPOSED BY FORM REMOVAL SHALL HAVE SUFFICIENT STRENGTH NOT TO BE DAMAGED THEREBY. THE ACI COMMITTEE 347 SUGGESTS THE FOLLOWING MINIMUM TIME FORMS AND SUPPORTS SHOULD REMAIN IN PLACE UNDER ORDINARY CONDITIONS AS APPLIES TO THIS PROJECT: WALLS AND EXPOSED VERTICAL SURFACES 12 HOURS RESHORE UNTIL 21 DAYS AFTER PLACEMENT. AND FOR FULL DURATION WHERE CONSTRUCTION LOADS EXCEED SPECIFIED SERVICE LOADS. REST TORE SHALL CONFORM TO ACI 347.71. GENERAL NOTES I. ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE 1"4 UNIFORM BUILDING CODE. 2. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF Tr IE ARCHITECT AND TIM ENGINEER 3. CONTRACTOR MUST CMEC'K DIMENSIONS. FRAMING CONDITIONS. AND SITE CONMK)NS BEFORE STARTING WORK K THE ARCHITECT AND THE ENGINEER S`IALL BE NOTIFIED IMl►#MATELY OF ANY I, SCREPANCi S OR POSSIBLE DEFICIENCIES. I-) 2.5 Forre6t K Waag, ,SLS, Inc. Deeign 4 Lana Planning 250 Newport Center Drive Suite 104 Newport Beech, CA 92660 Tei: (949) 119-0554 Fax: (949) `119-0564 A00000 111111111811111h, M E D A L L I S T Medallist Golf Developments 501 Nortfi A I A Jupiter, Florida 33477 Norman Estates C/0 Lr �' FEL-/ i F 1 CAT I4/ N DRAWN BY MOM/ &114 CHECKED BY TK DATE SCALE NORTH REVISION$ BY