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HPB 10-05-2016 (2) • HISTORIC PRESERVATION BOARD CITY OF DELRAY BEACH ---STAFF REPORT--- MEETING DATE: October 5, 2016 ITEM: 777 North Ocean Boulevard, The Koch House, Individually Designated (2016-195) — Consideration of a Certificate of Appropriateness, Variances and a Waiver Request associated with additions and alterations to the "bunkhouse." RECOMMENDATIONS: Variance, Side Interior Setback: Approve Variance, Front Setback: Board discretion Waiver to increase Guest Cottage size: Approve COA: Approve with conditions. PoGr-an Ln 4 i GENERAL DATA: Owner/Applicant William and Stephanie George Bush Blvd McCauley — J IL Agent Cope Architecture, Inc. 1 ( � ocation Southeast property at intersection of m North Ocean Boulevard and George outhways Bush Boulevard Property Size 0.50 acres Cre$rwc,d Dr Zoning District R-1-AAA (Single-family Residential) North: RM (Medium Density Residential) East: Atlantic Ocean South: R-1-AAA West: RM Harbor-Eh I 0 U Bea,Ji Di H I Seaspray Ave I NORTH ITEM BEFORE THE BOARD The item before the Board is the consideration of a Certificate of Appropriateness (COA) and Variance and Waiver requests associated with additions and alterations to the historic structure located at 777 North Ocean Boulevard, The Koch House, Individually Designated, pursuant to Land Development Regulations (LDR) Section 2.2.6(D) and 2.4.6(H). Pursuant to LDR Section 2.2.6(D)(6), the Historic Preservation Board (HPB) shall act on all variance requests within a historic district or on a historic site, which otherwise would be acted upon by the Board of Adjustment. BACKGROUND & PROJECT DESCRIPTION The subject property is located at the southeast corner of North Ocean Boulevard and George Bush Boulevard and is zoned R-1-AAA (Single Family Residential). The Mediterranean-Revival residence was individually listed on the Local Register of Historic Places in 1989 (Ordinance 162- 88). The oceanfront residence, historically known as the Koch Residence, was constructed in 1933 and is considered a paradigm of the Spanish-influenced style represented throughout South Florida. The three-story residence was designed and built by Dr. William Frederich Koch as a seasonal residence. Particularly intriguing features of the building include a triple leaded glass oriel window, Gothic influenced tower, arched windows, and extensive use of local building materials such as cypress. The building expresses elaborate detail and is one of the few extant buildings of its kind in Delray Beach. In 2001, the Board approved the replacement of windows and partial reroofing of the structure. A year later, the Board approved a 285 square foot addition to the second-story, above the ground floor kitchen on the north and west elevations, as well as a retractable canvas awning for both the second and third floor terraces. The subject request is for a two-story addition to the existing 1,359 square foot, two-story circa 1929 "bunkhouse"; approximately 561 square feet exists under-air on the second story. The first floor will be an open air parking area, which leads to the existing garage openings. This space is presently utilized as a driveway into the garage, while providing additional parking areas. Four support columns will be added, two against the existing west wall and two 30' to the west. The second story will provide two additional bedrooms (616 square feet) with a new stairway added to the south elevation. The addition's details mimic those of the historic structure with single-light transoms added to the new windows and doors. The subject COA and variance and waiver requests are now before the Board for consideration. SITE PLAN & DEVELOPMENT STANDARDS Pursuant to LDR Section 2.4.6(H)(5), prior to approval, a finding must be made that any Certificate of Appropriateness which is to be approved is consistent with Historic Preservation purposes pursuant to Objective A-4 of the Land Use Element of the Comprehensive Plan and specifically with provisions of Section 4.5.1, the Delray Beach Historic Preservation Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation. Zoning and Use Review Pursuant to LDR Section 4.3.4(K), Development Standards, properties located within the R-1- AAA zoning district shall be developed according to the requirements noted in the chart below. As illustrated, the proposal is in compliance with the applicable requirements for the proposal. 777 North Ocean Boulevard;COA 2016-195 HPB Meeting October 5,2016 Page 2 of 6 Requirement Proposed Setbacks: Front (West) 35' 6'9"' Side Interior(North) 12' 8'6" 1 Height (Maximum: Mean) 35' 24'8" As illustrated above, the proposed addition does not meet the front (west) or side interior (north) setbacks, and therefore, two variances have been submitted. The height, however, does meet the Development Standard requirements. Positive findings can be made with respect to the subject LDR requirement, subject to approval of the variance requests. Pursuant to LDR Section 4.4.3(H)(2), Single-Family Residential: Special Regulations, the floor area of an accessory structure shall not exceed 40% of the floor area of the principal structure. The floor area of the principal structure, according to the Palm Beach County Property Appraiser's website, is 4,557; the existing square footage of the bunk house measures approximately 793 square feet or 17%. The added square footage of approximately 616 square feet will bring the total to 1,409 square feet, which is 30% of the square footage of the principal structure. It is noted that the floor area includes square footage under-air and 50% of the garage. In addition to the above, LDR Section 4.3.3(Q)(2), Guest Cottage, the guest cottage shall not occupy more than 1/20th of the lot area and in no case shall exceed a floor area of 700 square feet. The subject property measures 0.50 acres, 1/20th of which is 1,089 square feet, and therefore, the "bunkhouse" (guest cottage) shall not exceed a total of 700 square feet. The existing bunkhouse contains approximately 561 square feet, whereas 616 feet are being added, thereby exceeding the total permitted. A waiver to increase this size has been submitted and is reviewed further in this report. Supplemental District Regulations Pursuant to LDR Section 4.6.9(C)(2), Parking Requirements for Residential Uses, two spaces per dwelling unit. Tandem parking may be used provided that in the Single Family (R-1 District) or RL District, no required parking space may be located in a required front or street side setback. The existing garage accommodates parking for two vehicles outside of the front setback. It is noted, however, that the addition will provide covered parking for two additional vehicles, which is permitted. VARIANCE ANALYSIS Pursuant to LDR Section 2.2.6(D), the Historic Preservation Board (HPB) shall act on all variance requests within an historic district, or on a historic site, which otherwise would be acted upon by the Board of Adjustment. Pursuant to LDR Section 2.4.7(A)(6), Variances: Alternative Findings of the Historic Preservation Board: The Board may be guided by the following to make findings as an alternative to the criteria listed in Section 2.4.7(A)(5): (a) That a variance is necessary to maintain the historic character of property and demonstrating that the granting of the variance would not be contrary to the public interest, safety, or welfare. (b) That special conditions and circumstances exist, because of the historic setting, location, nature, or character of the land, structure, appurtenance, sign, or building involved, which are not applicable to other lands, structures, appurtenances, signs, or buildings in the same 777 North Ocean Boulevard;COA 2016-195 HPB Meeting October 5,2016 Page 3 of 6 zoning district, which have not been designated as historic sites or a historic district nor listed on the Local Register of Historic Places. (c) That literal interpretation of the provisions of existing ordinances would alter the historic character of the historic district, or historic site to such an extent that it would not be feasible to preserve the historic character of the historic district or historic site. (d) That the variance requested will not significantly diminish the historic character of a historic site or of a historic district. (e) That the requested variance is necessary to accommodate an appropriate adaptive reuse of a historic building, structure, or site: Pursuant to LDR Section 4.3.4(K), the required front setback for structures in the R-1-AAA zoning district is 35', whereas 6'9" is proposed, and the required side interior setback is 12', whereas 8'6". The submitted justification statement is attached. In consideration of the criteria above, the granting of the front setback variance will assist in maintaining the historic character of the property by permitting the added square footage to be on the "bunkhouse", as opposed to the principal structure, thereby maintaining its historic character. While the public safety or welfare may not be impacted, the front setback at 6'9" from the property line is not consistent with the balance of development along North Ocean Boulevard, and therefore, could be considered contrary to the public interest. The special condition which exists is the historic designation, which is not applicable to the other surrounding structures, and therefore, there are other opportunities to add onto the structures, whereas with a historic structure it is preferred to maintain the original structure, when possible. Literal interpretations of the provisions would require an addition to the side of the "bunkhouse", which would cause the structure to expand in front of the historic residence, thereby blocking its visibility should the mature landscaping ever be removed. The variance requested will not significantly diminish or impact the historic character of the site. The requested variance is necessary to accommodate the current needs of the property owner while striving to maintain the historic character. The side setback variance is consistent with the existing structure setback along the north side, and therefore, maintains the historic character and setting provided by the "bunkhouse." The property to the north, which is within a multi-family zoning district, should not be impacted by the addition due to its consistency with existing setbacks. To address any concerns, landscaping could be added to ensure that any impacts are mitigated. The existing conditions exist with the setback, and, as previously noted, the historic site designation requires that new construction be sensitive to the historic setting, therefore, the addition location is appropriate. However, literal interpretation would require that the addition be inset from the existing structure, which could be accommodated. The variance will not diminish the historic character of the site, rather it strives to maintain the character, and is necessary to appropriately accommodate the property owner's desires for additional living space. Given the above, the variances can be generally supported; however, Staff has concerns with the significantly reduced setback at the front of the property as it will not be consistent with the balance of the structures along the streetscape. Further, if the State of Florida widens the road at a later time for added bike lanes, the structure will be much closer to the traveled right of way, yet would remain on the private side of the existing wall. Therefore, while Staff recommends approval on the north side-interior variance, there is no significant objection to granting the front setback variance. WAIVER ANALYSIS Pursuant to LDR Section 2.4.7(B)(5), Procedures for Obtaining Relief From Compliance With Portions of the Land Development Regulations, Waivers: Prior to granting a waiver, the approving body shall make a finding that the granting of the waiver: 777 North Ocean Boulevard;COA 2016-195 HPB Meeting October 5,2016 Page 4 of 6 (a) Shall not adversely affect the neighboring area; (b) Shall not significantly diminish the provision of public facilities; (c) Shall not create an unsafe situation; and, (d) Does not result in the grant of a special privilege in that the same waiver would be granted under similar circumstances on other property for another applicant or owner. The submitted justification statement is attached. Pursuant to LDR Section 4.3.3(Q)(2), Guest Cottage, the guest cottage shall not occupy more than 1/20th of the lot area and in no case shall exceed a floor area of 700 square feet. As previously noted, the existing bunkhouse contains approximately 561 square feet, and 616 square feet are being added, thereby exceeding the maximum permitted amount of 700 square feet. In consideration of the criteria above, the increased size of the guest cottage will not impact the neighboring area as the guest cottage ("bunkhouse") will be maintained for guests, and would not be for additional living units as there are no kitchen facilities within the structure. The spaces are merely bedroom and bathrooms for the owner's guests, and accommodating their needs in the separate structure assists in maintaining the historic structure, as opposed to adding onto it. The provision of public facilities with the increased size will be not be impacted, and an unsafe situation would not be created. However, the placement of the structure is of concern, as reviewed above with the variance analysis. Similar requests would have been submitted and considered similarly, however, in multiple instances, the applicant opted to provide a covered walkway to attach the guest cottage with the principal structure, thereby classifying it as an addition. In this case, the property owner prefers to keep the structures separate and not impact the principal structure. Given the above, the request can be supported, and Staff recommends approval of the waiver. DESIGN ELEMENTS ANALYSIS Pursuant to LDR Section 4.5.1(E), Development Standards, all new development or exterior improvements on individually designated historic properties and/or properties located within historic districts shall, comply with the goals, objectives, and policies of the Comprehensive Plan, the Delray Beach Historic Preservation Design Guidelines, the Secretary of the Interior's Standards for Rehabilitation, and the Development Standards of this Section. Relief from Subsections (1) through (9) below may be granted by seeking a waiver approvable by the Historic Preservation Board, unless otherwise stated. Pursuant to LDR Section 4.5.1(E)(2)(b)(2-3), Major and Minor Development, the subject application is considered "Major Development", as it is "the construction, reconstruction, or alteration of twenty-five percent(25%) of the existing floor area of the building,"and "the alteration of any part of the front façade of an existing contributing residential structure." Pursuant to LDR Section 4.5.1(E)(4), Alterations, in considering proposals for alterations to the exterior of historic buildings and structures and in applying development and preservation standards, the documented, original design of the building may be considered, among other factors. The historic "bunkhouse" design has been considered with the proposed addition which is not contrary to the historic design, yet has slight differentiations with the added transom windows. Further review is provided below. Pursuant to LDR Section 4.5.1(E)(5), Standards and Guidelines, a historic site, building, structure, improvement, or appurtenance within a historic district shall only be altered, restored, preserved, repaired, relocated, demolished, or otherwise changed in accordance with the 777 North Ocean Boulevard;COA 2016-195 HPB Meeting October 5,2016 Page 5 of 6 Secretary of the Interior's Standards for Rehabilitation, and the Delray Beach Historic Preservation Design Guidelines, as amended from time to time. Those applicable Standards are noted below: The historic character of a property shall be retained and preserved. The removal of historic materials or alteration of features and spaces that characterize a property shall be avoided. (Standard#2) Each property shall be recognized as a physical record of its time, place, and use. Changes that create a false sense of historical development, such as adding conjectural features or architectural elements from other buildings, shall not be undertaken. (Standard #3) New additions, exterior alterations, or related new construction shall not destroy historic materials that characterize the property. The new work shall be differentiated from the old and shall be compatible with the massing, size, scale, and architectural features to protect the historic integrity of the property and its environment. (Standard#9) New additions and adjacent or related new construction shall be undertaken in such a manner that if removed in the future, the essential form and integrity of the historic property and its environment would be unimpaired. (Standard #10) The applicable Standards are noted above and have clearly been considered with respect to the proposed addition, details, and materials, while providing sensitivity to the historic principal structure on the site. Pursuant to LDR Section 4.5.1(E)(8), Visual Compatibility Standards, new construction within a designated historic district or on an individually designated property shall be visually compatible. In addition to the Zoning District Regulations, the Historic Preservation Board shall apply the visual compatibility standards provided for in this Section. Visual compatibility for major development shall be determined by utilizing criteria for height, front façade proportion, proportion of opening (windows and doors), rhythm of solids to voids, rhythm of buildings on streets, rhythm of materials, texture, and color, roof shapes, scale of a building, directional expression of front elevation, architectural style, and additions to contributing structures. Overall, the intent of the Visual Compatibility Standards has generally been met with the proposal. While the proposed additions are to the "front" of the historic accessory structure, they will complement the existing setting and buildings as the overall historic character will be maintained on the site. Typically, additions are required to the rear or least visible side of a building; however, in this case, the proposed location further protects the main structure by placing it further from it, and will be least visible to those visiting the property. Lush vegetation and mature trees exist at the front of the property, which presently renders the historic site not visible from the right-of-way; therefore, the location of the addition will not impact this view. Based on the comments provided above, positive findings can be made with respect to LDR Section 4.5.1(E)(8), as presented but subject to approval of the variances and waiver request by the Board. 777 North Ocean Boulevard;COA 2016-195 HPB Meeting October 5,2016 Page 6 of 6 ALTERNATIVE ACTIONS A. Continue with direction. B. Move approval of the Certificate of Appropriateness, Variance Requests, and Waiver Request (2016-195) for 777 North Ocean Boulevard, The Koch House, Individually Designated by adopting the findings of fact and law contained in the staff report, and finding that the request and approval thereof meets the criteria set forth in the Land Development Regulations Sections 2.4.5(F)(5), 2.4.6(H)(5), 2.4.7(A)(6), and 2.4.7(6)(5). C. Move denial of the Certificate of Appropriateness, Variance Requests, and Waiver Request (2016-195) for 777 North Ocean Boulevard, The Koch House, Individually Designated by adopting the findings of fact and law contained in the staff report, and finding that the request does not meet the criteria set forth in the Land Development Regulations Sections 2.4.5(F)(5), 2.4.6(H)(5), 2.4.7(A)(6), and 2.4.7(B)(5). RECOMMENDATION Variance—Side Interior Setback Approve the variance to LDR Section 4.3.4(K), to reduce the minimum side interior(north) setback to 8'6", whereas 12' are required, based upon positive findings to LDR Section 2.4.7(A)(6). Variance— Front Setback Board Discretion. Alternative Actions: • Approve the variance to LDR Section 4.3.4(K), to reduce the minimum front (west) setback to 6'9", whereas 35' are required, based upon positive findings to LDR Section 2.4.7(A)(6). • Deny the variance to LDR Section 4.3.4(K), to reduce the minimum front (west) setback to 6'9", whereas 35' are required, based upon a failure to make positive findings to LDR Section 2.4.7(A)(6). Waiver Approve the waiver to LDR Section 4.3.3(Q)(2), Guest Cottage, to permit the maximum square footage of 700 square feet to increase to 1,177 square feet, based upon positive findings to LDR Section 2.4.7(6)(5). Certificate of Appropriateness Move approval of the Certificate of Appropriateness (2016-195) for 777 North Ocean Boulevard, The Koch House, Individually Designated by adopting the findings of fact and law contained in the staff report, and finding that the request and approval thereof meets the criteria set forth in the Land Development Regulations, subject to the condition that the addition be revised to meet the quest cottage square footage maximum and setback requirements if the Board does not approve the requests for relief. Report Prepared by:Amy E. Alvarez, AICP, Senior Planner Alas 31, 2016 City of Delray Beach 100 NW 1st Avenue Delray Beach,Florida 33444 Attn.: Amy Alvarez—Senior Historic Preservation Planner.Planning&Zoning Re: McCauley Residence—777 North Ocean Blvd.; Individually Designated Historic Residence Mrs.Alvarez: I hope all is well. As the Architect Of Record(&Agent)for William and Stephanie(Sugar)McCauley please accept this letter and associated package to seek City approval for the very modest 2-story addition to the primary residence's GARAGE. Said Garage, or what we refer to as the`Bunkhouse"because of it's Guest setup at it's 2"d floor-is detached yet part of the existing Individually Designated Historic Residence located at 777 N.Ocean Blvd.,more specifically known as"The Koch Residence". I am hereby respectfully submitting a"CON'and a"Variance"application associated with the Project,the"Variance"is respectfully seeking a reduction in the"Front Yard Building Setback Line"as well as the"Interior Side Yard Building Setback Line" for our proposed positioning of the new appendage or structure within the Site. We seek a reduction,from the code required"Front Yard Building Setback Line"of 35' down to+- 6'-9"and a reduction in the` interior Side Yard Building Setback Line"from 12'to+-8'-6". Pursuant to LDR Section 2.4.7"Procedures for Obtaining Relief from Compliance with Portions of the Land Development Regulations",please accept the attached fully executed application and sets of Architectural Documents,appropriate mailing envelopes,mailing lists,500'radius map,etc. We recognize that LDR Section 4.3.4,(II),(1): Setbacks address building setback guidelines. The "Front Yard Building Setback Line"requirement for our site is 35',as we are within an R-1-AAA zoning district. The rationale behind our request is that of introducing a vital new component to our composite footprint—which will allow us a modest gain in overall square footage thereby making our end product a slightly more useful residence. Our addition,while 2-story in height,has a completely open air,not enclosed ground floor. The proposed 2°d floor is the only useful,under air addition and,therefore is minor in nature. The logic used in the"Side Yard" is simply to marry up with and match the existing Bunkhouse's facade or position relative to the North property line. There is a multi-family condo development to our North and nothing more than parking lot and asphalt—so we are not at all offensive to our neighbors to the North. Due to the extremely heavy,aged landscaping along our entire A 1 A frontage,no one will even see this new addition—in fact,no one can even see ANY part of the existing residence—AT ALL. It is best viewed from the East along the Atlantic Ocean. It is an ultra private residence. Cope Architects,Inc. 114 1/2 NE 1st Avenue Delray Beach,Florida 33444-3713 Pho 561 274-6706 \Ve feel the intent of the code,in all matters,will not be compromised in any fashion whatsoever! In conclusion,if granted,the"Variance"would in no way"be contrary to the public interest and where owing to the conditions peculiar to the property and not the result of the actions of the landowner,a literal ' enforcement of the regulations would result in unnecessary and undue hardship". Furthermore,we feel "that the reasons set forth in the"Variance"petition justify the granting of the"Variance",and feel that the "Variance"is the minimum"Variance"that will make possible the reasonable use of the land,building,or structure"and finally"that the granting of the"Variance"will be in(complete)harmony with the general purpose and intent of exiting regulations,will not be injurious to the neighborhood,or otherwise detrimental to the public welfare". Please do not hesitate to call should you require anything else. 1 look forward to the approval process and the Historic Preservation Board hearing in the very near future. . Sincerely: 1/7 1 /17( //-IA (17 iri\l/ (11-lial - 1 a,f�tr t '1 7I ' -' U ( , i I l t ,, Roger Cope - l Principal RWC/jad / • • Cc William&Stephanie(Sugar)McCauley, Owners • • • • Cope Architects,Inc. 114 1/2 NE 1st Avenue. Delray Beach,Florida 33444-3713 • Pho 561274-6706 September 22, 2016 City of Delray Beach 100 NW 1st Avenue Delray Beach,Florida 33'1,1'1 Attn.: Amy Alvarez—Senior Historic Preservation Planner,Planning&Zoning Re: McCauley Residence—777 North Ocean Blvd.;Individually Designated Historic Residence Mrs.Alvarez: I hope all is well. As the Architect Of Record(&Agent)for William and Stephanie(Sugar)McCauley please accept this letter as a formal request to seek City approval,in the form of a"Waiver"for the very modest 2-story addition to the existing&detached Garage,or"Bunkhouse"as our Client refers to it. This "Bunkhouse"is an existing 2-story structure with pure utilitarian use on the lower level and a"Guest House"on the upper level. This existing"Guest House"contains a small Living Room,a small Family Room,a small Bedroom and a small Bathroom. It totals approximately 570 gsf. Our addition at that upper level adds+-616 gsf to the existing 570 gst for a composite total of+-1,186 gsf. The LDR's limit detached"Guest House's"to a maximum of 700 gsf so we are respectfully requesting relief from this section of the regulations. Pursuant to LDR Section 2.4.7"Procedures for Obtaining Relief from Compliance with Portions of the Land Development Regulations",please know that we recognize that LDR Section 4 establishes a maximum of 700 gsf for a detached"Guest House". Our Client wishes to expand her modest"Guest House"so we studied the challenge two(2)ways; by physically connecting the existing"Guest House" with that of the existing"Main House"(thereby placing NO limit to the maximum allowed size of the "Guest House")—and the solution presented in our application. Furthermore,we determined that adding a 3rd level was not in the best historical interest of the property in general nor are we interested in altering the historic fabric already in place by physically connecting the"Guest House"to the existing"Main House", so we expanded as presented. We feel the intent of the code,in all matters,will not be compromised in any fashion whatsoever! The residence,in all of it's glory,cannot even be seen from A 1 A so the addition shall not be viewable from any public right-of-way. In conclusion,if granted,the"Waiver"would in no way"be contrary to the public interest and where owing to the conditions peculiar to the property and not the result of the actions of the landowner,a literal enforcement of the regulations would result in unnecessary and undue hardship". Furthermore,we feel "that the reasons set forth in the"Waiver"petition justify the granting of the"Waiver",and feel that the "Waiver"is the minimum"Waiver"that will make possible the reasonable use of the land,building,or structure"and finally"that the granting of the"Waiver"will be in(complete)harmony with the general purpose and intent of exiting regulations,will not be injurious to the neighborhood,or otherwise detrimental to the public welfare". Please do not hesitate to call should you require anything else. I look forward to the approval process and the Historic Preservatio Board hearing in the very near future. Sincerely: Roger Cope Principal RWC/jad Cc William&Stephanie(Sugar)McCauley,Owners Cope Architects,Inc. 114 1/2 NE 1st Avenue Delray Beach,Florida 33444-3713 Pho 561 789-3791 '.r am••\- � .4 rrr � .. ; �.•.: *":'..;ah„+iV,4 .i..f` +' - r t "+J.x 1! r • kh t ' 4 .. - ". 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OCEAN BLVD.}_ W DELRAY BEACH, FLORIDA Z , icc GENERAL NOTES CODES VICINITY AF INDEX ELI Z Z L ARCI-II Tr;Ii !'? +,,, --• ARCHITECTURAL DOCUMENTS: rayET L THE °+ l 1 DA20ITION a+ - PCUTTING AND 4 AIID Ar<.HItEGi1RAL°.k1=C61GATIO0L5 V _ PATCHING NECESSARY TO COMPLETE THE WORK I rPA 1-101 LIFE SAFETY CODE I - Q�= �-Hy - FLORIDA FIRE FI VENTION CODE.206 EDITION '!�' •..v _ i'�=C SURVEY l'S FRONDED BY OIINER 2. THE CONTRACTOR RUAI I NOT DISRUPT EXISTING SERVICES, I u J• LU OPERATIONS,OR UTILITIES WITHOUT OBTANNG OUNER6 PRIOR NATIONAL ELECTRICAL CODE.2015 EDITION 1® r-rt��m O .—_- 500 RADIUS VARIANCE MAP fl DDDDD i �_�9ILI K APPROVAL AND NSTRUCTICNS N EACH CA'E FLORIDA MECHANICAL CODE,2015 EDITION - o• 1. A2D AR:HITECTIRAI.SITE PLAN FLORIDA F'LUMB01s CODE,206 EDITION ,` • e 3. ALL CONSTRICTION AND WOF#'IANSFIIP SHALL GOI.EOZ1 TO THE 'GG 1 05 �I • A2J CIA.SITE F1 N1 DETAILS ill FLORIDA AGCE591BILITY GODE/ApA-90,2015 6TH EDITION I A3JD Pf "cD ARCHITECTURAL 1ST FLOOR Km REGLIR£I-ENiB OF LOCAL CODES. _ '`'rt'—T ® 'i -. !V/f7 3 bD �F .SAD "' A40 F%JFOSED ARCHITECTURAL 24D FLOOR FLAN - 4. THE CONTRACTOR SHALL VISIT THE JOB SITE AND BE RESPONSIBLE FOR ALL OTHER RULES,REGULATIONS AND CODES HAVING JURISDICTION -I{ '1♦ A5� F'imPOSED ARCHITECTURAL ELEVATIONS THE VERIFICATION OF ALL ELEVATIONS,CONDITIONS,AND DR•L-7JSION.9 _�' 1:7 sP��Y Y - - PRIOR TO COMMENCING CONSTRUCTION. INCLUDING BUT NOT NECESSARILY LIMITED TO: _ CITY OF DELRAY BEAGN,PALM BEACH COUNTY-THE STATE OF FLORIDA ,,;y;µ . -,, ,, -'- RIA .+«. a uO ra4ta CC 5. ANY CONFLICTS OR OMISSIONS BEILLEEN THE VARIOUS ELEMENTS OF GTY DELRAY BEACH ZONING FOGULATION9 1 . finds THE U1RCIING DRAWINGS AND/OR GENERAL NOTES SHALL BE BROUGHT CITY OF DELRAY BEACH ADOPTED ORDINANCES 2 D"""'- oOs�C TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY AND l3ET - _ - '�:a--- ��• pt' F�FFTrING WITH ANY lLl7RC 90 INVOLVED. DO NOT SCALE E = -T-;, • . 1.1•I.I!i i I I' �e�_4. V DRAWI GS. - - --,-T;«,cm 1„-;;1 1,.:'ri..-,Ll.l mime �q�= -,..,,1 : ,--I r MCI 1 +•--,-_v. - , 6 SUBCONTRACT SIZE AND L OF ALL PIPING,D Ti-a GENF-RAL CONTRACTOR',LW/ COORDINATE ANC=VERIFY WITH AU_UGTWORK, BLDG. DESIGN DATA �'..-,C a - , ir-1= - -. . ; 9! ot TFEN0-E5,SLEEVES.SPECIAL BOLTING FOR EQUIPMENT CONDUITS, I•.•.1 115 1- t, ' ® _ ETC. =C"'- i ..I I I III _ i� 1. THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR - C rigs,•e . E UALL MEANS AND METFIOD6 GF CONSTRUCTION. nor IPANCY r1^44IFICATION: SINGLE FAMILY RESIDENTIAL 'OBLDG.CONSTRJCTION TYPE: TYPE V,PROTECTED 1� N ann QII '� d THE CONTRACTOR SHALL BE RESPONSIBLE FOR LEAVIN ALL FINISH t�IDRTI�/,4\ _ -AAA. W. SURFACES CLEAN AT COMPLETION CF TFE LIORC.AND SHALL REMOVE DISTRICT. R-i-AAA,SINGLE FAMILY RESIDENTIAL •s:... ' 0%�. ALL EXCESS MATERIAL AND DEBRIS FROM THE JOB RR✓/-III API Y. DESIGN WIND LOAD: I10 MILES PER HOUR(3 SECOND Cd15TJ W 1 Elik 4 . S J08 SITE MEASUREMENTS ARE TFE RILL REa IBILITY OF THE BUILDING HEICHHT LIMITATION: 35 FEET pll'111�ID I•e - CONTR.ACTOR AND/OR SUBCONTRACTOR AND MUST BE TAKEN FOR ALL / P"�-u, �d�. ITEMS BY ALL SUBCONTRACTORS PRIOR TO FABRICATION. R .>r� C21 WI_ G 10. THE GENERAL CONTRACTOR°.-IAI I BE IEEPCNSIBLE FOR INSTALLING .- .' .FiM- _ MEM SOLID P.T.BLOCKING BEHIND ALL 41JFI YNG,CABINETS,ETC-OR 8 //A v EQUIPMENT REQUIRING SACKI G. g�ay�pg.�� ® TEAM gp�p�� ®/ IL FRJAI.INSPECTIONS ARE REQUIRED FOR ALL PERMIT. SYMBOLS ABBREVIATIONS ■ I�®JECT ■ EAM Mt 0 - Er • —dry [—DETAIL NUMBER ...1.Ara. r.��'Ii.c ,n kOT WAWA ARCHITECT'ARCHITECTI DETAIL REFERENCE: .PPP.c m PTA Nor To erxt e f--SHEET NUMBER W. 1.„0 POP ea.. oc Geta.MCIa�04 COF£ARLNITEGTS,WG >a fin PPG DLO. o;W 114 HE 1ST AYETJE — ei GEi11 cant'1cTOR'tliN.L DELRAY PrACH,FLORIDA 33444-3113 MI > - (.—ELEVATION NUMBER , airePPOOPP ELEVATION REFERENCE: PPP IPPIP.T J E--SHEET NUMBER clog caws'. ti rum call (5 61)159-3191 IMINI Es RAMP tiCAP,PCPr`S. small copearchltectelnce9maifcom . PRECAST A �—SECTION NUMBER pp!, T SECTION REFERENCE: 7! PAECHANICAUELECTRICAL/PLWARING ENGINEER' M�-SHEET NUMBER c'ccw. O=CAPIi a .T. aINPIP PP • on. oMK P. corer°r` RP. RtlO s FAE CONSULTING,INC, IICIC 0 - w OPP PPP!POUT wPmPEPPPEO 1640 N12ND AYFJd lE `�` o.n PU . no. Para ore rn EOCA RATCN,FLORIDA 33432 �♦ NOGS p +E—WALL NUMBER " &E LlAGR • V a mevnw INTERIOR ELEVATION , © m 4—INTERIOR ELEV. m .°G�om FHO (56U391-9292 J REFERENCE: —SHEET NUMBER a "P .'+ earn... 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0 r Faris "S3000 1V001 H101 A99 1 -100 11V1-13 S1VIa3.1.VW HSINIA 8011a3!N 1 319001-4AV fill 2i 301WOa000V NI>NOM 1. 03dd 1 317M 8 S 010Va.1N '.2 00 3H1 'I 031V1N3'10I13N00 NI3aq S0NI1V2O N5r111'0a1ON 3SIIl$13H10 SS31Nn "LL NOI1Ofd15N00 3H1 30 1N31NI N91S30 N 311 31v010 S1N3LL1000 353H1 "I - rn : NIe1EAOO -11VT11 : Nvi-idNOO 3aOO vNIa 1In9 '-rv4n1OzlIHOzIV` N N • Z CO S31ON 11V1J3N3D ■ 1 4l I Cl -Zt 1 It 1 Ol I 6 I 8 I L I 9 I c I V I c I Z I 11 I 1 I 2 1 3 1 4 i 5 1 6 1 7 I 8 1 9 i 10 1 11 1 12 1 13 1 14 I 15 I 16 1 17 N oN • GENER4L GRAD INCH NOTES: . — I.)UNDER NO CIRCUMSTANCES SHALL THIS PROPERTY BE GRADED SO THAT STORM WATER RUNS OFF ONTO ANY ADJACENT PROPERTIES. 2.)SEE SUFFICIENT PROPOSED FINAL GRADES AND ASSOCIATED DETAIL INSURING STORM WATER DOES NOT FLOW ONTO ADJACENT PROPERTIES. M 3.)PLEASE SEE SURVEY FOR EXISTING GRADES 0 ALL PROPERTY LINES SON ALL ADJACENT PROPERTIES.MINUMUM TWO(2)GRADES PER PROPERTY LINE. O Y 4.)PLEASE SEE FLOOR PIANO FOR FINISH FLOOR ELEVATIONS OF ALL STRUCTURES WHICH ARE ALL �j MINIMUM 18'ABOVE THE CROWN OF THE ADJACENT STREETS OR ROADWAYS. ¢ 5.)PLEASE SEE SITE PLAN AND DETAILS FOR MINIMUM 3'DEEP SODDED SWALE BETWEEN SITE'S / '• / ~ '-� ,I' PROPERTY LINE AND ALL ADJACENT STREETS OR ROADWAYS. Z'- 16,6' D,�, / �,-S, / 28,,g L PROPERLY LINE L — — — — — — — — — — — — — — — — \, 4 -— -—-—- i -—-----—-—-—-—-—-—-—---—- ----- --- IN8906'30'E Q II EXISTING= • - STAIR TO REMAIN 1 - EXISTINCs W�ODI PRIYAOT WALL TO- I -- m e \ \ \ EXIBTw's CT'AJ PRIY.4GY WALL TO-:= -y •I `-�'' 'b' %Aj I 1 I I� - - \n ,TA ><r< _�,•(_` `/ r�� Q'-0'SIDE YARD BU 1-004 SETBACK LINE K EXISTING c'^�4 E'C OURS RE?WP1 1-.-. ? % - -.- -._.-. °4�k% _ �� -.-.-.-.-=-.-.-.-. A. i i. EXISTING BANYAN it: TO REMAIN �` "' '/ at Vi z•' / /£, C� ci _ !TREE HAS C LLN,OYER 4 ARCXND ' •• \ Vim; .. . ./`i -`.4. / - EXISTING _ OUSTING LA TO R7Mw �.•/ �1 �- �.--......../ I @ �j/di//// / / £� EXISTING E Q Q M LEGAL DESCRIPTION: _ 645 PROVIDED BY THE OILNERJ r /i y J _ EXIST0.6 LL IT IRON FENCE/GATE TO-._ •. ••./y �.I\\ I I / t1 �EXI TING PLANTER (TO Rf3MPU W m Q z 62 EXISTING BtATEQ M' .mx TO REMAIN I k \1 \'./ W U Ill O= d H _1 W EXISTING _ _ EwsrwG FOUNTAIN j n z Q F. H — �- — —rtaTr - - - LW H SITE DATA: (APPROX.43,910 00 SQ.FT.OR +- 1.01 ACRES) • RTYARD To REMAIN I U ^r ZONED: R-1-AAA (SINGLE FAMILY RESIDENTIAL DI.TRICT) I (TO REMAIN) 5q _ PROPOSED USE: PRIVATE SINGL1 FAMILY RESID•NCE I 411 �NyX�I EXISTING ,I� "' EXISTING PAYERS TO REMAIN 7 l.il.�R ARD \ EXISTING = . G i (10 N.) PRIMARY �;-i i !RESIDENCE o c s TRUE i I 2 i (TO REMAIN) U n - NORiN E! Z O F N Iz gI H zri D F I U j2 z -stta l iI III L a 0 ! in 1• a UW5 EW41110 E v.,— (1)L I „I. \\:\ z= �NU • QKam E W } U i aMg � a 0 O J i S D D � I —- -—---—---—-—-—'----------—- PImPERTYLwE ---—-------—---—---—-------—---—'------—-—- I Zo G 1„C � M o a 0 n C<— Drawn • RW COPE Al )4RCI-IItECtURAL ( Rtl.4l� SITE PLAN Project No. 8 P�4 - 2016.01McCAULEY 3 SGALEs V•�,-0' CAD File No. SITEPLAN Date MAY 31,2016 Drawing No. A A2 . 0A © COPE ARCHITECTS,INC.,2016 ter• r "° of 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 I 11 I 12 I 13 I 14 I 15 I 16 I 17 • 13 14 I Si -MATE BENDS AS REWIRED USF 605 OR METER BOX BY CONTRACTOR. PAVEMENT 1e'MAX 1 CDR NO.RA04-1300-191E% REFER TO STANDARDPRODU METER BY OTT I ��'''(''' A I BOX&HEXAGONAL \CDNEN 2 TO LISTS SHEET PRESSURE TEST LI4R HOOD SCREW VENT SPRING Y�IF I 2 FOR NETR BOX CRASS CURS STOP ' �. I COVIIt MARKED•9 ITPLS STRAIGHT BALL VALVE WTI N PROPERTY i EXPANSION JOINT LOCKING WNC(SEE •"."');sr.•'" H GUIDE STET wYE BRANCH((NO TEE LINE I MATERIAL STANDARD P.R000CT UST) REFER TO STANDARD BONNET SPRING RETAINER N CONFIGURED Firms) 1! ALTERNATE: I CONC COLLAR PROJULTS LISTS H Y SLOPE UP TO 2 ALTERNATE RISER AND BEND i /POUR TO GRADE POL:'ET INENE TUBING SHEET SHEET 0%AND POLYYET YLENE TUSING/3408 U CHECK SPRING Qf/B"PER FOOT YIN. WHERE GREATER SEVER DEPTH PSURFACE N SOLOED AREAS SOR9/3oos COVER TYPES SNORT SERVICES i '0'RINCBALL SEAT(4 REp•D.) SEE NOTE HO.1 _�3- �I• _ r I VALVE BALL(2 REOb.) - • I 2'MN. ONLY Z 'SERVICE VENT CASK ADAPTER(2 REDD.) ROTATE V j/ y? ✓'`'�%� ► �`'``` 1 METIER Box Br �- -4... STRAIpR BBALLLVALVE n DSC HaDER LAY ON /' UN,6'PVC SDI 35 1,4 . • '� PROPERTY CONTRACTOR (SEEWTI LOCKING DUNG STANDARD4s�M (VENT) - • - ^A UNDISTURBED sat. 60' -___ �IIr (%/:�I. UNE METER BT Orr Y BRANCH BRASS PRODUCT U DISC HOLLER Z MAX- LONG SEANCES • TO W INSTALLED 12" INVERTED THREADED ✓� Y COMPRESSION H ABOVE THE HONEST O'v1 ROPE UP TO 2 P.V.0 PLUG 4I 1 e"X 24"SO.CONC. I-M (SEE STANDARD (CHECK) OUTLET-NO HIGHER HIV - 1/8'PER FOOT MIN. 1 PRODUCT U Ill R/W UNE -� ATERMAIN THAN 5 FEET w/1-(4 EACH SIDE , m CHECK DISC CL CLEANOUT ON EACH BRANCH R H N SADDLE ROTH BRASS AP SOH.00 P.V.0 REEVE UNDER 316 SS DOUBLE STRAP SADDLE BOOT d5C SCREW DOUBLE SERVICE I MAKE SERVICE SCHEDULE 40 /W CORPORATION STOP AE THE PAVEM G TO EXTEND 5'BEYOND WITH BRASS CORPORATION STOP WIDE(CHECK) PVC CLEANOUT ( EDCE OF PAVEMENT o- SEWER LIMN CONNECTION AT STANDARD PROOVCT US (SIT STANDARD PRWULT UST) _ SEWER MAIN RA.UNE I PACKING NUT(2 REM) W"21 6'MN.SERVICE UNE. TI •Y,UNE t'-45'WYE t'-45'ELL NOTES: NOTES. TEST coa(2 RED D.) 0 18' I \ 1. SUCCESSIVE TAPS INTO THE WATER MAIN SHALL BE SPACED A 4NIMUM OF 18" 1. 91CCTS9VE TAPS INTO THE WATER MAIN SHALL BE SPACED MAX E W CENTER. A MINIMUM OF 18'W CENTER. L R/W OR EASEMENT UNE 2 SERVICE UNES SHALL NOT BE PLACED UNDER DRIVEWAYS. 2. SEANCE LINES SHALL NOT BE PLACED UNDER DRIVEWAYS. L TO TYPICAL IRRIGATION SYSTEM GRAVITY 3. ALL METERS REWIRE A LOCKING BRASS CURB STOP WIN LOCK WING(1'MIN.). 3. ALL METERS REWIRE A LOCKING BRASS CURB STOP WITH SANITARY SINGLE SERVICE PROPERTY UNE SEWER IIIII.L\.\. 4. NO FITTINGS BETWEEN CORPORATION STOP AND ERRANT ASSEMBLY. Lilac BANG DIMIN.). ANTI-SIPHON PRESSURE TYPE SEWER MAIN 3'MAXIMUM , ■MIA. I� 5. MAXIMUM SEANCE LENGTH IS IOW TD METER 4. NO FITTINGS BETWEEN CORPORATION STOP AND BRANCH VACUUM BREAKER 6"MIN.SERVICE UNE I ASSEMBLY. - 0 6. CASINO PIPE SD.SHALL BE SEANCE O.D.PLUS 1'MINIMUM. NOTES: 18' I CLEANOUT T. MINIMUM BEND RADIUS ON SERVICES SHALL BE 14'ON ALL SERVICES BEHIND S. MAXIMUM SERVICE LENGTH IS 100•TO METER. max I I- METER. 6. CASNG PIPE I.D.SHALL BE SERVICE 0.D.PLUS 1'MINIVAN. 1.WATTS REGULATOR COMPANY OR EWIVALENT. a R/W OR EASEMENT UNE & METER SIZE WLL BE DETERMINED BY PUBLIC UTILITIES DEPTLUG TO REMAIN .UPON APPUCATON NOTE: 6"X 4'HARED0 PVC REDUCER N PLACE IUNTI FOR SEDUCE 7. ON ALL SEANCES BEHIND METER. SHALL BE 14'. 2.VALVE SHALL MEET Cft EXCEED THE ASSE,IMAM AND N REG0.FOR CONNECTOR TO CLAY I 9. ALL VALVES TO BE BALL VALVES. U.SCF.REdfREMENTS K SERVICE LATERALS SHALL TERMINATE I55CC PROPERTY UNE A DEPTHSERVICES ONLY.(DONUTS N07 ALLOWED) PUNIER MAKES & METER SZE'ALL BE OR SERVNED NY PUBLIC UTILITIES DEPT. - OF 3 FEET AND NARKED WITH A 2"%t"TREATED STAKE CONNECTOR II.METER BOX SHALL BE FRONDED AND 1TE BY CONTRACTOR. UPON APPLICATOR FOR SERVICE ]SHALL ALSO BE PIPE MATERIALS BY IAPYD CRC). K 11.ALL STANDARD NOTES REGARDING PRESSURE TEST LIMIT AND PAVEMENT APPLY. 4,USE OF OTHER WTI APPROVAL OF DEPUTY DIR.OF UTNTIES 2. CLEANOUT INSTALLATION SHALL PE PROPERTY OWNERS RESPON99NTY NOTE SEE DETAIL PH 9.10 FOR FURTHER INFORMATION. 9. ALL VALVES TO RE BALL VALVES. c AND SHALL BE INSTALLED BY LICENSED PLUMBER, 1. INVERTED BRASS CAP SHALL BE USED IN CRASS AREAS IN CEO OF CASTING AND 12.ABOVE CONFIGURATION APPLIES TO PLACEMENT AT SINGLE FAMILY RESIDENCES ID. METER BOX SHALL BE PROVIDED AND INSTALLED BY CONTRACTOR. 5.ABOVE GRAPE TANG SHALL BE PVC OR COPPER. 3. SEE DETAIL PW 2.1 FOR SEPARATION RECUREMENTS CONE COLLAR FOR DOUBLE SERVICES PLACED AT MULTI-FAMILY RESIDENCES THE TWO SERVICES 2. MINIMUM DEPTH OR SERVICE LATERAL SHALL BE 3 FEET. SHALL BE PPICED WHIN A DOUBLE METER BOX ANTI-SIPHON PRESSURE TYPE VACUUM BREAKER _ SEWER SERVICE CONNECTIONS WW 4.1 TYPICAL RESIDENTIAL CLEANOUT WW 5.1 TYPICAL DOUBLE SERVICE CONNECTION PW 9.2 TYPICAL SERVICE CONNECTION PW 9.1a PW 10.3 W U cn J I I I I I I I DRIVEWAY WUTH Z r) -1 OR I2.S GREATER FABRIC STEEL POOSi OR W ~ J )40 p' I� N'MAX.WIDTH(2-WAY) NEEDED WITHOUT WIREXTRA STRENGTH E MESH SUPPORT (WOOD POST �Q/� Q F") 'Oe5?ffi.''txo Uffi' x, R�, �L__._._SSIAMVN ON PLANS FOR ADDITIONAL STRENGTH If (WOOD OR STEEL) I / vQ W • FILTER FABRIC MATERIAL CAN BE ATTACHED TO A 6-NON(MAX) - ,-: FABRIC SCORED OR \ _ St.MNtJ ON MESH WIRE SCREEN WHIQI HAS �P�. 0 - • JGApINT� 6'SIDEWALK JOINT CUT BEEN FASTENED TO THE POSES ...,.„:.:�..0 - /: FLOW b // 50'YIN. w/ z • LL • CRSI •�(4 CONC,)---//PACB T-180 _,I''• A 1 __ i .L! •L. l al..••`•L..:.i 5E RP _ H CDFWAIK PA6J x ) M•k• •�,.�,�.- -- N '.�!ill.. Sl ! :�a�.o��,!a!< -"I w U w H 4 / - `� 4A•^^L..L•tic�.P .?)�IIDTc55 < U Q OUTSIDE RIGHT OF WAY t'LIIMEtOdc BASE 'lam ry SE 0' S`�'N' 10 FT.MAX 5PA THO WVIR SUPPORT FENCE DIG 4"WOE&4'DEEP / - •:. ...`,� � a Wyk G < W� COMPACTED TO 98S PER AASHTO T-160. V��Y'�i JUG__ •" 6 FT.MAX SPAdNC WTHWT WIRE SUPPORT FENCE NREN01,BURY BOTTOM ;. .45jU4. `INSIDE RIGHT OF WAY 6'UMEROIX BASE COMPACTED TO •a 4 SLANT 8"OF FABRIC,AND % . Qp'N' V Z›" In 96X PER AASHTO T-160 CRC FLOW-ABLE ELL(100 P,SL MN.) (SAME AS I /DOGE OF --z ANCHOR W/COMPACTED AGGREGATE- d 4 LROADWAT / PAVEMENT BACKFTLMATERIAL • C. I(Q(IOWAY RARE - FF •III // NOTES (SLY fUBUC ROAD -I 1-1INSIDE RIGHT OF WAY 8'LIIMEROCK BASE COMPACTED N N W 95X PER AASHTO T-180 OR 6'ROW-ABLE FILL(1 W P,SI,SIN.) t_O 1.THE HEIGHT OF A SILT FENCE SHALL NOT EXCEED 35 INCHES(90 CM).• SILT FENCE SECTION 0 P�_ (TIP.) 2.THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH NOT TO SCALE /e W - 1 PLAN CF THE BARRIER TO AVOID THE USE OF JOINTS. TN 15 DETA • NOT USED =. .o V 0 G 8' 6" 3.POSTS SHALL BE SPACED A MAXIMUM OF 10 FEET(3 M)APART AT THE BARRIER LOCATOR PA NOTE: SIDEWALK SHALL BE CONSTRUCTED THROUGH DRIVEWAY. 1 Y RADIUS AND DRIVEN SECURELY INTO THE GROUND A MINIMUM ACHES CM). A EXTRAT _____ _--- - STCEEDTH FABRIC IS USED PATIWT THE WIRE SUPPORT FENCE.POST SPACING SHALL NOT �� E- -� O EON•" EXCEED 6 FEET(1.8 M). PAVER i----- a ENT COLLAR PLACE THE END POST •N EXTEND 4.(1 TRENCH SHALL N THE LPAED APO TS DLU 4 ACHES(10 THE ARR AND 4 ACHES IN THE SECOND FENCEO /\ .Mi - NO INTENTIONAL SPACE ., _ _�� UNDER ONE FULL (10 CM)DEEP ALONG LINE CF POSTS AND LIFTOFF FROM THE BARRIER. illINSIDE THE END POST V - SPALE BETWEEN PAVERS _> •1-1 2• worm OF BRICK OF THE H CU FENCE IV SANG 5.BE FASTENED STANDARD STRENGTH FILTER FABRIC IS USED.A was SEES SUPPORT FENCEDU SHALL N., Z M HXH BEDDING BE FASTENED SECURELY TO THE UPSLO G SIDE OF S. POSTS USING HEAVY DUTY WIRE ROTATE BOTH POSTS AT 8"SOLDER COURSE OY STAPLES AT LEAST 1 INCH(25 M4)LONG,TE WIRES OR HOG RINGS. THE WIRE SHALL LEAST 180 DEGREES N A CONSTRUCTION ENTRANCE SHALL i--1 7 o •.A EXTEND INTO THE TRENCH AA MINIMUM OF 2 INCHES(5 d)AND SHALL NOT EXTEND MORE r;. -� 0.0CKW.SE DIRECTION TO CONSTRUCTED AND CONTAIN AN AGG. GATE 7 q THAN 36 INCHES(90 OM)ABOVE THE ORNATE GROUND SURFACE CREATE A 110IT SEAL LAYER(FOOT AGGREGATE N0.1),AT -• ,^W'IA K • PATH THE FABRIC MATERIAL 6-INCHES TNINX IT MUST EXTEND TO V/ II 0 F CONCRETE BAND 6.THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WREN TO THE FENCE. DIRECTION ON RUNOFF WATERS N OR"F"TYPE CURB 3000 PSEGRESS OF THE VEHICULAR INGRESS AND z F AND B INCHES(20 EXTEND ON THEOFABRIC SHALL BE E(90 BOO THE TRENCH.THE &GUTTER CONCRETE 12 COMPACTED FABRIC SHALL NOT E%LEND MORE THAN 36 INCHES(90 CM)ABOVE THE ORIGIONAL i ( j DRIVE BOTH P057S ABOUT AREA. /1 UI< = ' SIBGRADE GROUND SURFACE l 18 INCHES INTO THE V< '�° 4'UMEROCK BASE COMPACTED TO 98S PER TO SIBS PER I�- GROUND AND BURY FLAP W H x NOTE: AASHTO T-180 OUTSIDE RIGHT OF WAY, AASHTO T-180 7.THE TRENCH SHALL BE BACKFILLED AND THE SOL COMPACTED OVER THE FILTER FABRIC f•K X 6'LMEROCK BASE COMPACTED TO 98S PER &ALL PROJECTS REQUIRE SUBMITTAL OF POLLUTION PREVENTION PLAN(PPP). h�-I N 0 Z IF CITY APPROVES PAVERS TO BE USED N LIEU OF CONC. AASHTO T-Leo INSIDE RIGHT OF WAY. ATTACHING TWO SII T FENCES 'HIll - X PAVER SHALL BE HOUND-Slue.4S HERRING 4"FLOW-ABLE FILL(100 P.SL M 9U N.) 9,ALL PROJECTS 1 AC OR MORE MUST PMIT NOTICE OF INTENT(NCI)TO FDEP. NOT TO SCALE UND 2 ILL a BONE.RED/CHARCOAL COLOR MCA(2 r ,Z= PAVER BRICK SECTION SECTION SILT FENCE INSTALLATION DETAIL D 9.1a - ABILIZED CONSTRUCTION ENTRANCE DETAIL D9.1• c N u DETAIL RT 10.1 PAVER DRIVEWAY APRON TYPICAL DETAIL RT10.2 Sheet 1 of 2 SILT FENCE INSTALLATION DETAIL D 9.1b W E Sheet 2 of 2 Q vco E LU 'y S WOO. QEAN TND GRADE I `� I FIEF((.GRADE 20'DJ.P.MIN. 0_M ` O SUBGRADE SIN,93S UNLESS OTHERWISE 10•-O' 1DI-0' 0 n INLET FILTER INSTALLATION moo. SAX DENSITY PER 1/4'PER R.TOPE SHOWN -I - WTHWT FRAME AM)GRATE U,. AA91T0 T-99-�\ W ,,,........0111101101. R 9/2•�Y I R/W UNE \ i:'_.:;:1 44• 11=1=1=- 0 EXISTING �TYpE"A' SECTION A-A 5S I.•. -ERE 18'MIN.-". A� � .� GRADE ''T•`�-JdNT PER SEC 3a5. 'RP DUCTILE IRON PIPE F.D.O.T. v YAM SUPPORT-MOULD ND 5IA.A,49//100-•.FT. EXISTINGFPAWNER TOPSOIL k SPEW TONS SPMTARY/STORM StwW MAN AS NECESSARY D p WED WIRE SIPPCRT.EXTEND 6'MN.AT SOLES ALKVARIES I S.-O.1 R/W UNE (IF EbSE) I I A 31Y.I--�- E MN. V 6'YIN. .FILTER FABRIC MAILBOX - I P.0 A \ 1100,4111141411, 19... SECURE FILTER FABRIC P - \ "TYPE' JOINT �EO.P. _ u -i • - \ /�% TO FRAME AND GRATE i \ i .RB RAMP TTP 'B'"NT ��I p •A• 2'OF 1'WASHED STONE PER�T PLAN (REWIRED ONLY IN INDEX 304 1/4' 1/e' H BACKFILL AFTER (nele condition 4-3'-6• t••- -i i Z INSTALLATION OF 1/ et west Pomp,One PnTY) AREAS OF SUBSTANDARD OUST.EDGE C INLET FKTER / ••2•a PERCULATON AS DETERMINED of PAVEHEN I %. C (field eve.east•property BY THE Ott ENGINEER) 1 1/Z' / et Iartfi/wNh/east pr4PMy lines) 18' - ry 1/4'R. 1/ R �- P N THIS DETA NO- USED $;-y_ s ',PPM O E_E [SI: R p P. N ...USE- NOTES: - Jn " ... ':'{Ji7`...'''i:::#::1`1:..� 500 ., EUPAN90N .NT M - ELTER FABRIC 6' SWALE 932 I I 1AATERIAL..D.0.2 SEC TYPE •B• I D TO PROV!p ORM D SANITARY YINIMUM VERATECALSOISTANCEGOF 18 INCHES BETW�R WATER S_EN THEE INVERTLL THE �� 6'SOD&TOP^.-0R. TYPE'A" SPEDFI•- ONS UPPER PIPE AND THE CROWN OF THE LOWER PIPE.WHERE THIS MINIMUM SEPARATORCANN PE Drown 'M XA57i-.24'STONE JOINTS AND BE MAINTAINED. TNETRAI4m JOINTS ARE NEWIOISTA SHALL NT FROM PONT (SO ROSSISING BA N SEVIER O RW COPE NO1T$ NOT TO SCALE •...�',' NOTE: IDEWALK JOIN LESS THAN((10V)FEET BETWEEN ANY TWO JOINTS AND BOTH PIPES SHALL BE DAP..AND Project NO. 1.ALL SIDEWA SHALL BE CWSTRUCTE• RU DRIVEWAYS. THE MINIMAL!VERTICAL SEPARATION SHALL BE 6 INCHES.WHERE THERE IS NO A EERNATVE 1e B 1,CONTRACTOR IS TO• AN INLET BITER AFTER EVERY-..M. 2.ALL SD LKS SHALL INCLUDE ADA C ANT RAMPS 0 IN ILNSLCT0N5. TO StwtH PIPES CROSSING OVER A WATER MAIN THE CRITERIA FOR MINIMUM 18 VERTICAL 201$.OS MECNULEI' SECTION IA' A W SEPARATION BETWEEN USES AND JOINT ARRANGEMENT,AS STARTED ABOVE.SHALL BE B 2.CONTRACTOR TO: MOVE FABRIC JUST PRIOR TO PAVING. NOT TO SCALE REQUIRED AND DORI PIPES SHALL BE CLASS 52 D.I.P.IRRESPECTIVE OF SEPARATOR. CAD File NO. TABLE OF Si WALK TABLE OF -IDEWALK JOINTS DIP.IS NOT REQUIRED wun,IRED FOR STORM St THICKNES - T" 2.MAINTAIN(10)FEET HORIZONTAL DISTANCE BETWEEN WATER LIMN AND STORM OR CIVIL DETAILS A SEDIMENT TR•HALL BE EXCAVATED REPRO THE CURB AT DIE THE BASIN RESIDENTIAL • ' 4' TYPE LOCH • SANITARY SEWER MAN.AS A MINIMUM. Date SHALL RE AT •ST 12 TO 14 INCHES N DFGTH,PARALLEL APPROXIMATELY 3.NOES IN WIDTH, NOTE: WITHIN Id OF••55-STREETS, 6..9 P.C.AND P.T.• CURVES 3.FORCE MAIN CROSSING WATER MAN SHALL BE LAID TO PROVDE A MINIMUM VERTICAL MAY 31,2016 AND APPRO RELY 7 TO f0 FEET N LENGTH PARAl1EL TO THE CO AT ORIVEWA OTHER AREAS cap 'A' JUNCTION OF E G& DISTANCE OF 18 INCHES BETWEEN DIE OUTSIDE OF THE FORCE MAIN AND THE OUTSIDE • STORM W ER WLL REACH THE SEDIMENT TRAP VIA CURB CUTS ADJACEN TO EACH 1. CONTRACTOR TO REPLACE ALL IRRIGATOR.TREES&SHRUBBERY NOT ID SCALE TAB_OF SIDEWALK NEW SIDEWALKSEVERY JO OF THE WATER MAN WM WATER MAIN CROSSING OVER FORCE MAIN. Drawing NO. SIDE OF E INLET STRUCTURE. THESE OPENINGS SHALL BE AT LEAST 12 DIES N IS VALES DAMAGED DURING CONSTRUCTION. OTHS- •1sr• 5•-0"CENTER TO . ••ON SIDEWALKS SCORED D. G 4,SEWER SEANCE LATERALS$$HNALL CROSS UNDER RATE-WARS IN WITH A MIN!MW VERTICAL SEPARATION OF EGHMEN(18EGH INCHES. IF TEEH(18 INCHES VENT AL SEPARATION LEND.. STOMA WATER MAY ALSO REACH THE BASIN VIA OVERLAND now •AREA 9N0. FAMILY AREAS 5' B RB "B PLACEMENT OR SAW,3Ui THIN CANNOT BE MAINTAINED,THEN THE WATERM A SHALL BE D.I.P.AND THE SANITARY •D THE CURB. THE CUM CUTS SHALL BE REPAIRED WHEN THE SEDIMENT -AP IS 24 HOURS OF PU OR TH CEMEN LATERAL C-900 SONSBETTER AND E MINIMUM SEPARATION SHALL BE SIX(6) •• A OVED. IA !-FAG LY AREAS 5• -- - - INCHES TYPICAL MAIL BOX RELOCATION • ER AREAS AS SPECIFIED BY THE SDEWA ABUTS LK S Y ENGINEER. WHERE A" CONCRETE GARBS. TUBES. 5.WHEN IT IS NOT POSSIBLE FOR THE WATER MAN TO CROSS OVER ITT SEWER SERVICE A S AND SIMILAR STRUCTURE LATERAL A MINIMUM VERTICAL SEPARATOR OF AT LEAST TW1VE 12 INCHES MUST BE AND 6' SODDED SWALE DETAIL MAINTAINED.THE WATERLIAIN SHALL BE D.I.P.AND THE SEWER LA AL SHALL BE INLET FILTER DETAIL D 8.1 SWALE REPLACEMENT DETAIL D10.1 DETAIL D 10.2 SIDEWALK CONSTRUCTION RT 5.1 C-500 SOR-la OR BEER. WATER MAIN & SEWER CONFLICT DETAIL PW 2.1 - of 1 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 I 11 I 12 I 13 I 14 I ' I % / / N I � ,,I i I ,,ma i4i,,v:,r1 intl;iu,n ,,ilu,„ff,,,, ,0a w,,,, rm,r_ ==— I o A ptu`Jp _ I LAUNDRY I ,6 I ROOM I -it I ' !p=1riii — I II I I •I I I _ y -. I II ,� U IR 1.111)---,GAP14 I - 11.1 4 ....... ` I I I- NEW BALCONY ABOVE Q J STAIR II u ct _ ICD v CD — II IIR► �>o g J Q V� EXISTING FREEFORM LANDSCAPE PIN-TING AREA TO REMAIN m,--, � _ ' p zo M- FOUR()CORNERS W �.. 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LLl J zZ 6-y / T ri � ••„e\ j z � _ 6 cc Ill1 ,Il.f h I n'i II I 11.1 ,1 Hill; , III II,,J 1 I II I A ll 1 _C1,11_, 1 NEW U�m o Cl O ) 4 LAND(NCs g — I BELOW W oN NEW �\ = LLJ p BATHW. _ NEW _ • c '—,.. I BEDROOM - 2•-a-aoor U PI _ r. m z ,, oenng vents H wa" _ W W \% I 'Y NEW Lc)z o• • ink 's w r,,y. F n - BALCO'�.NqY c~j Q Q ` x m 0_�0 (NO ROOF ABOVE) W.F.�i ` \% \% aNrnoDviceNev NerAL GUAR aRNLsrgLL LEGEND: M N� I, MI NEW . NOR71a D( R 1 YI ,Z NEW CHU WALL =W-�C LL BATI-IRM. v Z=" 2, INTERIOR NON-LOAD BEARING PARTTTTON ce.Q �I BEDROOM 4, w Vy 3 E n- g` J m SYMBOLS LEGEND: U 0 I /� — o 1 CLO T- O WINDOWTT CH E,SEE SCHEDULE ii _ (2'-4.pocket door) —1.. ® WINDOW PRESSURES(P.S.F.) ii -t I Iii 9 I4;Ib�'.i1 f .iI ^.^all I IIIr11;,.1 :I(II .. , O DOOR TYPE,SEE SCHEDULE D i!P DOOR PRESSURES(P.S.F.) 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' ' '-"-P-; - -"t- t '— = _ -C3 1 1 GENERAL NOTES � L. 4. 1) THE ARCHITECT AND HIS AUTHORIZED MPRESENTAnVES AND AGENTS SMALL - i '1 4. WAVE ACCESS TO AND BE PERMITTED TO INSPECT ALL worm,MATERIALS AND t\ - e \ ( 'I!�I 52) DINER SHALL IEY.EW THESE CONSTRUCTION DOCUMENTS AND PERRY THAT OTHER RELEVANT DATA AND RECORDS WIEFEVER THEY AIM N PREPARATION ` AND PROGRESS.WHEN IEOJESTED.THE CONTRACTOR SHALL FURNISH N `,-,}T ♦ a. - - \ r . t j •• -• \ ( CONSTRUCTION.THEY AIM AND COMPLETE PRIOR TO BIDDING AND START 6 DUPLICATE COPIES OF THE AFOFETENTIRNED DATA. �/ 2) ANY DISCREPANCIES M THE CONSTRUCTION DOCUMENT ORAWIN:S OR -F t -' '� `�� . 53) DINER EMT S APPROVE ALL MATERIAL AND FINISH D INSTALLATION. L ALONG WITH ALL - �� \ I EOIIP'ENT• ECFICATION9 PRIOR TO ORDERING BED MSTALLATIOJ- SPECIFICATION SHALL CO BROUGHT TO THE ARCHITECT'S ATTENTION PRIOR TO " • �Gs �' ! ,,,/ -� • 51 ALL EXTERIOR DOORS TO WAVE N'MAX BEVELED THRESHOLD. CD ENCEMENT CP WORK CR CONSTRUCTION SO TNAT CORRECTIVE MEASURES G► �� / �• ♦ H ♦ / • \ ) 0 1111 EA1 BE TAKEN. •-Z it / `r• / I yy K•.01,_ft 53) ALL WALKWAYS TO CO SLOPED AWAY FRAY BUILDING FOR POSITIVE DRAINAGE Lill 3) THE GENERAL CONTRACTOR WILL MAKE EVERT EFFORT TO EXPEDITI015LT 1 • [• •4. • _f ' , (NOTE,SIDEWALKS(WALKWAYS/SHALL NOT EXCEED h SLOPE m C�RDMAtE ALL RUSES OF THE SLOPE TO OBTAIN THE END INSULT UITNM f' .' •} :f •7 1� L , • 5 2 THE FULL PURPOSE AND INTENT OF THE DRAWINGS FOR THE PROJECT. `` 1.14., 1 I 1( 1 j J 11 ' k..i.,,, 3 : /•y V.r{ S6) RASUI•r,,DRIPS♦ETG TO BE ALU•IMXI(OR COI'tPaTIBLE WITH ROLFMG STSTEt).4) ANY UEORESEEN CONDITIONS M FEUD AFFECTING THE DESIGN CONCEPT CP ` `�• i' I, I l I 1r`_ f• y ` r ' j� ' •W.,4, / 57) PROVDE FIRE STOPPING AT R'TJF,WALLS,AND CEILING AS REQUIRED. a THE BUILDING(ABOVE OR BELOW GRADE/.OR TINT AIM IN CONFL ICY WITH THE 1 \ ;,- __ ,�.y"1� I T DRASTNGS SHALL CO BROUGHT TO TIE ARCMTECT'S ATTENTION.EACH! 1•M +++TTT - - f r / KD•,e,s __- 4 r _•__ j ! 58) STALL PVC PLASTER STOPS AROUND PERCETER GF ALL AREAS WHERE N CONTRACTOR AND OR SUBCONTRACTOR SHALL BE EXPECTED TO INSPECT TIE k t 1t:i - _ - �-,,.r t� rY MASTER ABUTS OTTER MATERIAL.STOPS SHALL BE CdER1LLY MITEED AT SITE FOR ALL EXISTING CGNORIONS INICH COLD AFFECT TIE WORK TFY ARE - a p ti - CORNERS.ALL EXTERIOR CORNERS AND WMpOU AND DOOR pPENTCr TO U BIDDING FOR ANDS ALL BE RESPONSIBLE FOR ANTICIPATING THE EFFECTS OF - •+4 • _ - �a r'Aa�(iT 1� ` I.�� 59) RECEIVE PVC CORNER DEADS. _ THOSE CONDITIONS UPON THEIR LLORE. ` •'` f 1,..' 1 + �f i.-N.� N I1��yy�q,�- r 1'. V -� CONCEAL ALL FASTENINGS AND ATTACIETEM9 FROM NEW 5) ALL CONSTRICTION SHALL DE IN ACCORDANCE WITH THE FLORIDA BUILDING Pt* I.!'1. S. M +�_�'�r 1��r- I f3. j• - 60) THE CONTRACT DOCUMENTS INCLUDE ARCHITECTURAL.ELECTRICAL.STRUCTURAL F CODE 20H EDITION AND ALL APPLICABLE NATIONAL AND LOCAL FILES. I .N . a j �1 t �j p rr1 V ! -- �4•,1j AND LANDSCATKG DRAUP S.NO PORTION BT ITSELF PRONDES ALL THE U REGULATIONS AND ORDINANCES.IT IS THE INTENT EN TIE ARCHITECT THAT THIS 7, ,{'�/.♦ • r 4v. ;� Y Ir THE TNFORTATION REOJIRED TO PROPERLY COMPLETE THE PROJECT.THERE-FOE IT IS F WORK BE M CONFORMANCE WITH ALL REOIIRMMEYITS E THE BALDING Yy My i, )]� -L= • 4+'+.'�}J.,: .- AUTIHORTIES HAVING JURISDICTION OVER THIS TYPE OF CONSTRICTION AND - - FT ..._- ' t G;�{,�. SIIBCGNTRACiBOR9 TO THOROGNLILITY OF THE T GENERAL R2ETTHEMSELVE9 WOR AND ALL OTHT T�i-+IERDRdIUNGs I OCCUPANCY.ALL CONTRACTORS SHALL DO THEIR UORC M CONFFORMANCE /, � �L L __ ��G .�.� lie?' x If ! AMID CO R DINLLY TEC TS E GNP THE TIOIIPR CAPTAINED • Y r rir _i-O S ¢ AND COORDINATE THE InPORL1ATICN CONTAINED TEEN TO PROPERLY AND WITH ALL APPLICABLE CODES AND REGULATIONS. A. ..R 7 ) E5 /� 6) ALL WORK DONE UNDER THE SUPERVISION CP THE GENERAL CONTRACTOR IS 4• - • `�'�.- TO CO DONE M A NEAT AND WORKhANLIIKE MANNER. 3: {' ' ' - •'-:_. - .':'" 61) ALL CONTRACTORS dNJ♦,.419•CCMTRdCTORS SHALL NSIT THE PROPERTY AND W 7) THESE DOCIITENTS AS INSTRUMENTS OF SERVICE.AM THE PROPERTY GF THE ••' tU ' �•' ! ("'1 VERIFY EXISTING SITE CONDITIONS PRIOR TO SVMITTMG PROPOSALS.VERIFY EXISTG O ' ■F. ■■■■ CONDITIONS COIPLT WITH CURRENT CODE REOIIREMENTS.NOTFr ARCHITECT N WRIANG ARCWITECT AND MAT NOT BE USED OR REPRLOICED WITHOUT EXPRESSED ,1 C _I _ i - 'N ■ { '')—`-1 -, - .••. 1 { -. ^ IF rHAHr ES AM NECESSARY.NO EXTRAS WILL BE GNEN.REPORT ANY DISC EPANCES 0 PRIOR WRITTEN CONSENT FROM THE ARCHITECT. `J� N I e_ 1 F i I j {—} T. - {I '1 N THE DOCUMENTS TO THE ARCHITECT PRIOR TO SUBMITTING PROPOSAL, Y t • 'S 8) CO NOT SCALE THE DRdWIR'S. ♦. • i ( I I 1 ]"r i N., 62) THE CONTRACTOR SHALL PROVIDE THE OVER WITH A SUETTEN GUARANTEE FOR ALL •++ \ y "•F1r /}� t WORK CEDER THIS CONTRACT FOR A MINIMUM PERIOD OF ONE TEAR FROM THE DATE MS 9) FIELD VERSE ALL DIMENSIOIE, r- - e - ,R�1,•. 11� ?� .. 10) ALL AREA CALCULATIONS AM APPROXIMATE _ _ •i• ,- 3_SiZ I .t - O ACCEPTANCE sr DINER CONTRACTOR SHALL DELIVER TO OUNER PRIOR TO FMdL N - 57 •/ ,t PAYMENT ALL APPLICABLE GUARANTEES,WARRANTIES AND OPERATING IO MANUALS. II) TEE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL 1Nn -'"4 1��Y S♦gip. r,T(.��[JIE y� l„•• 63) CORRECTION SHALL I OF DE DEFECTS SHALL BE PAIR EN AlD PORTION CPN TwE W RK leliE W TRADES. _...�.t..r. ` u11-�T�TT.Lmpjp). l"�FA i}t,.t.4-;. J ,, laNk, -,1 AND SHALL INCLUDE REPLACEMENT OR REPAIR GF ANY COT--O OF TwE WORK WJICH 0- TRADES •SfI.Ir.>'t> ,� ;1 , rY-.\ L -� WAS BEEN DAMAGED.REPLACE AM S DUE THAT FAILS TO MATERIALS'M TO THE DRAWINGS Z 12) THE CONTRACTOR SHALL PROVIDE ALL ELEMENTS OF ALL SYSTEMS SO THAT M--T' ��•C- - -- ,.,r '"-- AND DETAILS. WITHIN ITI N ANT DEFECTS NE TO FAULTY CEOFCII AND UCR?1dNSHIP LLI 1-.�_.- - _. :_ .4.L. • - _ ..i WYICu AFT'EdR WTNM ONE TEAR OF CURER ACCEPTANCE OF CONSTRICTION, THEY AM COMPLETE AND FULLY RNCTICNMG(EXCEPT AS NOTED HEREIN), ' "� TyT -_ 13) ALL ANTERIOR FNISIa_FS FOR FOR OFFICE ARE TO BE SUPPLIED BY - •` - - 64) THESE PLANS AS DRAWN AND NOTED COMPLY LOTH THE BUILDING ENVELOPE ENERGY 5 CONTRACTOR AMID APPROVED BY DINER APPLI CABLE CODES ALLOWABLE AREA REQUIRE 14 S THE FLORIDAEvERN ENCODE CODE CONTRACTOR SHALL I FAMILIARIZE M OF D THE GOVERNING CODE M ITS ENTIRETY AND BUILDSHA M 19) THE DESIGN AND CONSTRICTION 6 ACCESSIBLE BUILDING ELEMENTS SHALL ACCORDANCE WITH ALL PROVISIONS OF THIS CODE UNICA MAY NOT BE SPECIFICALLY H BEM ACCORDANCE WITH TIE AMERICANS WITH DISABILITIES ACT OF TESL FBC MEDICAL OFFICE ADDRESSED ON THE PLANS AND NOTES. von N ALL LOCAL CODES OR STANDARDS FOR ACCESSIBILITY SHALL APPLY 2014 FLORIDA BUILDING CODE GROUP B/23,000 S,F,/3 STORIES P'ALL GYPSUM WALLBOARD TO BE SCREW APPLIED AS PER THE GYM', T-WEN THEY SPECIFY A MORE STRINGENT FECUIFEMENT. 65) CONSTRICTION HANDBOOK LATEST EDITION. 0 2014 FLORIDA MECHANICAL CODE GROUP R2/16,000 S.F./4 STORIES 15) DE INTERPRETATION EFITSSWI@ IF OF DRANG SPECIFICATIONS BIMIXED OR OTHER DD MG 2014 FLORIDA PLUMBING CODE HEPTACHLOR TECHNICAL CI.ORDANE,OR OTHER APPROVED CHEMICALS USE BUILDING GROUP S2/26,000 S.F./3 STORIES 66) HH DOCUMENTS SHALL NOT BE MADE VERBALLY TO THE BIDDER THE BIDDER (� SHALL BE USED IN CONCENTRATIONS A5 PER MANUFACTURER'S PUBLISHED 3 IS N DOUBT AS TO THE MEdMNR OF ANY OF THESE CONTRACT OCDF'IQNTS OR 2014 NATIONAL ELECTRICAL CODE (NFPA-70) 22 V PALM COURT NSTRCTIONS M CQIPLIANCE WTN EPA REGULATIONS.SHOULD DISCOVER ANT DISCREPANCIES OR CONFLICT HERE N.TIE BIDDER 2012 FLORIDA FIRE PREVENTION CODE 5th EDITION- ALLOWABLE HEIGHT SHALL TELEPHONE OR SUBMIT N IIRITING TO TwE ARCHITECT A REQUEST FOR 57) CONTRACTOR TO COORDINATE WI/OWNER ON COLORS AND STYLE OP ALL REOIIIED W INTERPRETATION.M THE EVENT THAT THE BIDDER FAILS TO NOTIFY THE FLORIDA SPECIFIC NFPA-1. 35 FEET (UDR) SIGNAGE,(NOTE,ALL AIM REQUIRED TO COMPLY umDADA ACCESSIBILITY). ARCHITECT TH ANY DISCREPANCIES THE BIDDER IS DEMANDED TO HAVE D E LRAY BEACH, FL. 68) ALL DOMESTIC HOT WATER PIPING SMALL BE INSULATED D'THICK FIBERGLASS ESTIMATED THE MOST EXPENSIVE wdr OF OOUG THE 11gRC 2012 N.F.P.A 101 LIFE SAFETY CODE EDITION - FLORIDA ZONING PIPE WNSULATIcx O 16) THE CONTRACTOR SMALL PROVIDE OWNER WITH A WORK SCHEDULE AND ANT SPECIFIC NFPA-1.TO DAYANTICIP OPERATIONS.CHANGES THAT MAY OCCUR M IT,UNICA COULD CHANGE THE DAY 2012 FLORIDA ACCESSIBILITY CODE / ADA 94 II H PB SUBMITTAL II69) CONTRACTOR TO VERIFY AND COORDINATE ALL FINISH MATERIALS WITH OWNER ts 17) THE CONTRACTOR SHALL BE RESPONSIBLE TO NE GAMER FOR THE ACTS AND RO (HISTORIC DEL-IDA) 70) MILOOR PRODUCTS ARE ACCEPTABLE. DRYWALL PRODUCTS BY GOLD BOND,USG.CELOTEX GEORGIA PACFIC, Il OIIISSIOF OF ITS COMPLETION OF WI WORK. OCCUPANCY CLASSIFICATION TYPE OF COAST, FIRE RESISTIVE REQUIREMENTS LEGAL DESCRIPTION 71> ALL INTERIOR PANT C0.0R9SELECTED BY DINER O 18) NO SUBSTIMIONS SHALL BE MADE WITHOUT WRITTEN APPROVAL CONTRACTOR A W SHALL OBTAIN WRITTEN APPROVAL FRAM AROUTECT/GINNER FOR ]2)PROVIDE WATERPROOF GYPSUM WAIL BOARD(MCI TN ALL TOILET ROO"S/ N EUP_STINTIONS MADE N SPECIFIED EOJIPMENT,MATERIALS AND COLORS. GROUP 'S-2' (LOW HAZARD) PARKING GARAGE BATHROOMS/K1TCUENS. EXTERIOR BEARING WALLS 10< X < 30 FROM LOTS 2 AND 3, BLOCK 11, OF "DEL-RDA PARK", 19) DETAILS MARKED AS TYPICAL APPLY TO SMLAR CONDITIONS NODDING MECHANICALLY VENTED TYPE NIB ]3)ALL DOOR FRAMES TO BE LOCATED 4'FROM ADJACENT PARTITIONS,UND. ce CONDITIONS NOT MARKED AS SIMILAR LINO.TYPICAL DETAILS NOT swON BUT ( ) PROP, LINE OHR PROTECTION ACCORDING TO THE PLAT THEREOF AS RECORDED 74)ALL DRYWALL PARTITIONS WILL BE TAPED.SPAKLED.SANDED.PRIMED AND PANED. RE NECESSARY FOR eOEQRMANCE WITH APPLICATION GROUP 'B' BUSINESS UNPROTECTED SHAFT ENCLOSURE- 1st THRU ROOF STORY 1HR IN PLAT BOOK 9 PAGE 52, OF THE PUBLIC (LEVEL N FINISHES IN OFFICE AND LEVEL V IN RESIDENCE). O 20) PROVDE A FAT FR-RESIST VE BARBER AT ALL OPENIGS AND GROUP 'R2' RESIDENTIAL SPRINKLERED FLOOR & C LING/ FLOORS 2HRS RECORDS OF PALM BEACH COUNTY, FLORIDA. 75)SIGNS AND/OR LIGHrNG LOGO NOT IN CONTRACT.ELECTRICAL SUBCONTRACTOR TO 1 SEE ELECTRICAL FLANS N VERIFY A CNER IX BUILDING EN PENETRATIONSCP THE BUILDING OCCUPANCY SEPARATION BUSINESS / RESIDENCE 1HR o 11 21) ALL WORK.MATERIAL,AND EQUIPIIE'NT SHALL BE GUARANTEED FOR A MINRAAI OCCUPANCY SEPARATION PARKING GARAGE FROM 76)THE CONTRACTOR WILL PROVIDE THE NECESSARY TFM-ORdRY CLOSING A ALL OF OE YEAR FROM TIE DATE CF SUBSTANTIAL COI-PLENA/ OPENINGS N WALLS OR ROOF AT THE END OF EACH DAY S WHORE TO KEEP THE BUSINESS RESIDENCE 2HRS BUILDING WEATHER TIGHT AND SEGUE. 22) TRAFFIC,CONDUCT DEFIOLTON OPERATIONS AND REMOVAL OF DEBRIS TO EXIT ACCES CORRIDOR - I HR 78)ALL INTERIOR FINISHES SHALL COMPLY LW NFP4 LATEST EDITION.FOR FLAME STEAD ',3ENSUE MINIMUMMTERFEENCE WITH ROADS.STREETS,WALKS,AND OTF_R RESTRICTIONS.ALL NTEROR TRINES TO BE SUPPLIED AND APPROVED BY OWNER 6 FIRE ADJACENT OCCUPIED OR USED FACILITIES AND DAILY OPERATIONS. , STAIRS, ELEVATOR & VERTICAL SHAFTS - 1 HR II NSTALLED BY CONTRACTOR•SOIL 0 23) DISPOSAL,CONTRACTOR IS RESPONSIBLE FOR REMOVE FROM SITE ALL �J 79)CCLONL TRNTE OORR FLOORED TO BE APPROVED BY OUTER AND INSTALLED BY GEH a DEBRIS,PISBIEM.1•D OTHER MATERIALS RESULTING FROM DEMOLITION SHEET SCHEDULEW nsl:C;,,.NOTE,CONTRACTOR TO COORDINATE WY TENANT TO VERIFY ALL 80)ALL FRONDED TO COAT AC FOR EFEER a ONLY,ACTUAL 512E AND LOCATIONS TO % ITEMS TO BE SALVAGED OR REMOVED FROM SITE-PRIOR TO DEMOLITION. BE F'1YNNDED TO CONTRACTOR BY GONER fTYP1 24) NOTE,EXISTING ONE STORY BUILDING TO BE DRMOLISHED.NO AI It1 ir1 IS �;,cET NO. SHEET TITLE SHEET NO. SHEET TITLE SHEET NO. SHEET TITLE 81)ALL INTERIOR PARTITIONS ARETO BE A Rib.4 4 K•LINO. 6 MADE ON THESE DRAWINGS TO SHOW EVERY ITEM TO BE REMOVED. N E CONTRACTOR SHALL NSIT SITE TO DETERMINE WHETHER HETR OR NOT SMALLER ITEMS NOT SHAM A TO DE REMMOVED.CONTRACTOR IS HEREBY HOMED TO SURVEY 82)EENTTE BUILDING NOTES,BE EQUIPPED WITH AUTOMATIC FIRE STRINGER SYSTEM. N STUDY TE ARCHITECTURAL FLANS TO DETERIIIE THE FINISH DESIGN CONTE;- ANT OJESTIONS SHALL SE DIRECTED TO THE ARCHITECT/G_^1 CONTRA^.;)R CONTRACTOR TO PROVIDE SIGNED I SEALED SHOP DRAWINGS ON AUTOMATIC N CONCERNING ANT EXISTING SITE CONDITIONS. - EXISTING SURVEY FIRE SPRINGER SYSTEM. o CIVIL ENGINEER LANDSCAPE 83)ALL INTERIOR FINISHES SHALL 12012 EDITION(CLA14 FOR FLAME SPREAD 5- 25) TE CONTRACTOR EMe'R S,A`^,T FOR A LOVPL RI LEE ARCHITECT SIX fb) )- PRINTS OF DET,L SH✓.-,,...LIP.w•ALL APPLICABLE CONSTRUCTION.SUCH RESTRICTIONS MAINTAIN 4 LFE SAFETY 101 20n OF RATED I L } ICJ,,.m6 S".'_--.GCE THE DESIGN,DEIENSIONS CONNECTIONS AND OTTER ARCHITECTURAL 1 PAVING 4 DRAINAGE PLAN L.I EXISTING PLANTING PLAN 84)HdMTAM FIRE RATIO AT ALL PENETRATIONS OF WALL AND FLOOR OP-,HP NECESSARY TO NSUE THAT THEY AGA/IRATELY INTERPRET THE ASSEI'IBLES IE.MECHANICAL AND ELECTRICAL SERVICE RUNS.LOCATION 85)SEE0 DRAWINGS.THE CONTRACTOR WILL ETAIN RESPONSIBILITY FOR FURNISHING PLAN FORON OF SUB.(ABC)RATING FIE EXTINGUISHER THE MATERIALS.APPARATUS.DEVICES.ETG OF PROPER OMISSION.SIZE. A1.00 PROPOSED SITE PLAN 2 PAVING 4 DRAINAGE DETAILS L2 PROPOSED PLANTING PLAN AND WALL MANGERS TOP OF IJ1 EXTEG5HERS MAX.40'ABOVE TOP OF FLOOR a OIAMITY,AND OlALITY AS SNOW ON TM!DRAWINGS,AND THE 86)EXIT AISLES SMALL BE MAINTAINED AT A 36'MIN.CLEAR RESFw•sokrrT FOR ANT ERRORS A THE SHOP DRAWINGS ALLOW TUD A1.0I TYPICAL SITE DETAILS 3 PAVING 4 DRAINAGE DETAILS L3 PLANTING SPEC'S AND DETAILS EGRESS DOORS AND PATH OP EGRESS NOTES III WEEKS FOR REVIEW TIME. , 26) ALL SHOP DRAWINGS.PRFY}CT DATA.AND SAMPLES ARE SUBJECT TO REVIEW REWIRED DOORS SHALL SWING IN TIE DIRECTION OF TRAVEL TO THE EXIT W BY TIE ARCHITECT I OR ASSOCIATED PROFESSIONALS AT THEIR DISCRETION. A2.00 PROPOSED GROUND FLOOR PLAN 4 PAVING 4 DRAINAGE DETAILS DISCHARGE ALL MO11ED EXIT DOORS SHALL BE CLEARLY MARKED AND UI 27) TEE CONTRACTOR IS EXPECTED TO RIRNIE.ALL ITEMS FOR A COTLETE SHALL NOT 8E CAPABLE OF BERG LOCKED AGAINST EGM55.ALL VI ELECTRICAL AND MEOIAI(CAL TO FEET ALL EOIIREYEJHTS NECESSARY FOR A2.0) PROPOSED SECOND FLOOR PLAN ELECTRONIC LOCKING DEVICES SHALL ELEASE UPON ACTIVATION A THE EQUIPMENT TO BE PLACED FL PROPER WORN*ORDER IN CONFORMANCE 5 WATER t WASTEWATER DETAILS ELECTRICAL PHOTOi"IETRIC'S STUDIO FIE ALARM ON SFICKEANEAT DETECTION DEVICES OR OTHER MEANS WITH LOCAL STANDARDS AND APPLICABLE CODES MAVIG JURISDICTION. THAT DO NOT NOT SOLELY ON WEAN ACTION F ALARM OR SMOKE DIr'ESI1QN5 INDICATED ON TIE RUNS ARE FROM FACE OF UNISON WAIL.VERIFY A2.02 PROPOSED ROOFTOP GARDEN DECK DETECTOR IS NOT INSTALLED M rum EXIPANCY.POWER FAILDM SHALL Q ALL D5..BICNS IN FIELD PRIOR TO BEGSNING WORK USE FIGURED DM ONLY. 6 WATER t WASTEWATER DETAILS PSP-I PHOTOMETRIG'S PLAN ALSO RELEASE LOOKS.ALL SQUIRED EXIT DOOR THESND114 SHALL BE m DO NOT SCALE DRALAGS.DO NOT DEVIATE FRAM TIE WRITTEN DR MO!R_ LEVEL ON ESTI SIDES OF THE DOOR FOR AT LEAST THE WIDTH OF THE DOOR THAN 1'WITHOUT WFBTTEN PERMISSION FROM THE ARCHITECT.DENATION IS NOT THAT SERVES THE EXIT. I 1,1 PERMITTED WJEM'CLEdR'OR PERMISSION l III!AR ARE NOICATED.EVANOTIFY A3ID0 PROPOSED ELEVATIONS T POLLUTION PREVENTION PLAN NEW FIRE DEPARTMENT CONNECTION AND MYDRAMErF APPLICABLE/ ARCHITECT OF ANT DMENSIONAL DISCREPANCIES IN THE PLANS OR SPECS. NOTE,ALL DMENSIONS TO TAKE PRECEDENCE OVER SCALE NM,.ON PLANS. 43.01 PROPOSED ELEVATIONS ALL FIE DEPARTMENT CONNECTIONS,HYDRANTS AND ACCESS PONT SHALL J 28) SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARLHRECT BY THE GENERAL BE FREE OF DEBRIS OR OTHER HIDPAHHGPS FOR EAST ACCESS AT ALL TIMES.28) CONTRACTOR ONLY FOR REVIEW PRIOR TO FABRICATION ROADWAYS SHALL HAVE A n'•D'WIDE LANE AT ALL TIMES.FAILURE TO Lj 29) CORRECTION OF ANT DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL THE CONTRACTOR SMALL OBTAIN AND BEAR THE COST OF ALL REWIED 45) THE CONTRACTOR IS RESPONSIBLE FOR THE FOLLOIST WORK: 47) ALL WORE SHALL BE LAID CUT TRUE.SOUAM AND PLUMES TO EXACT AND I COMPLY WILL RESULT N THE SITE 9WT DON VNi1L CCFPLINICE IS OBTAINED, Z CHARGE AND SHALL INCLUDE REFLACEFENT OR REPAIR OF ANT'PORTION EN PERMITS.LICENSES AND APPROVALS NECESSARY FOR THE COMPLETION OF CORRECT DMENSIONS.IF DISCREPANCIES AIM DISCOVERED.THE AND POSSIBLE FINES.FIRE LANES SHALL BE MARKED M FRONT OF ALL UDC'• ct DE UOQE RNICH WAS BEEN DAMAGED.REPLACE ANY WORK THAT FAILS TO TIRE W -MAKE•WATAHOOK UP SCHEDULNG OF ALL TRADES AND WORK(ICLUDNG CONTRACTOR FAST NOTIFY THE GAMER/ARCHITECT IN WRITING PRIOR TO FOR A DISTANCE OF AT LEAST 20'-0'ON ENTER SIDE OF THE CONECTION, IS GOFOR'1 TO THE DRAWINGS AND DETAILS.CORRECT ANY DEFECTS DUE TO ll) ALL REQUIRED IN!UQANCE SHALL BE PROVIDED FOR PROTECTION OF THE N1OR<OF OTHERS WHERE NO CONTRACTUAL RELATIONSHIP EXIST). PROCEEDNG.THE AR.-HITECT WILL ISSUE A DIMENSIONAL OR LAYOUT ALL FDC'S SHALL HAVE A PLACARD THAT DESIGNATES GNAT PORTION OF THE FAULTY MATERIALS AND OROMANSH WON CH APPEAR WIT OF N HE WITHIN OE TEAR CER AGAINST PUBLIC LIABILITY OR PROPERTY DAMAGE FOR T DURATION -P OVIDI M G G BARRICADES TEMPORARY POKER LHTIG TELEPHONE CORRECTION NOTICE.THE CONTRACTOR SHALL RESPONSIBLE TO COR.ECT SIMEDRAAIAIC THEY IYORSAT PE IAA RMANENTLY AFFIXED TO THEN BUILDIGS WITH E 0 DINER ACCEPTANCE OF CONSTRUCTION EHE T WART, VI SERCES.ETC.AS EOM".TO COMPLETE WORK. OMENSIONdI ERRO!R5. MANIPLE RISERS.SYSTEM SHALL BE INTERCONNECTED SO THAT ANT 30) ALL WOOD N CONTACT WITH CONCETE OR MASON/RT.TO BE fMESSUE 42) THE CONTRACTOR AND SUBCONTRACTORS SMALL COORDNATE WITH EACH As) ALL MATERIALS USED N THE PERMANENT CONSTRICTION OF TUE WORK FIST BE CONECTION FEEDS ALL SPRINKLERS MDIOR STANDPIPES. TREATED.L OTHER TO ACTOR SUBR EACH OTTER THE CONTRACTOR SHALL -TEMPORARY UTILITIES,CONNECTIONS AND PATFENT CP ALL UTILITY CHARGES NEW AND IWSED NNDA FIRST CUALITY,FEE FROM DEFECTS AND INSTALLED = PROVIDE LdB04 N MATERIALS ERALS NECESSARY TO MAINTAIN CONSTRUCTION DURING CONSTRUCTION. PER TME MANUFACTURERS ECOI"MRDATIONS FOR THE APPLICATION AT NANO. EXIT I GHT9 ^q' 31) ALL EXTERIOR METAL FASTENERS,NAILS AND BOLTS SHALL BE GALVANIZED. SCHEOULKa THE.511B.CONTRACTOR SHALL SE RESPONSIBLE TO MEET THE -COODNATON WITH DINER OR AGENT CF DELIVERY AND REMOVAL F ALL LLORQMANSHIP SHALL BE OF FIRST CLASS OlALTTY. PROVIDE EMT LIGHTS ALONG THE PAIN OF EGRESS 50 THAT FROM ANY PLACE ` 32) TOP OF PROPOSED CONCRETE SLAB/FNISH FLOOR•O'•0'f1a9I'NG.VD) SCHEDULE AS PROVIDED AND AGREED TO WTN THE CONTRACTOR PRIOR TO MATERIALS,EGO/ITEM.AND OTHER ITEMS TO/FROM SITE. 49) CONTRACTOR SHALL PROVIDE OJT-SHEETS AND SPECIFICATIONS GP ALL ITEMS N THE ROOM OR BUILDING,THE WAY TO AN EXIT IS ALWAYS VISIBLE.THIS WILL W /VERFY WI/SURVEY)FOR REFERENCE ONLY. CONSTRICTION FOR• tISSION TO AEMTECT FOR APPROVAL PRIOR TO ORiflERIG OR DE TESTED AT TME 6 co.NSF'ECTRO!H,ALL EO11ED EXITS SHALL BE KEPT l7 43) ALL WORK SHALL BE PERFORMED BT A LICENSED CONTRACTOR M 4 FIRST -REMOVAL EN TRASH AND DEBRIS. RACE N DESGNaTED CONTAINERS AS NSTALLING. ACCESIBLE AND CLEAR AT ALL TIMES.RISERS OF EXITS MUST BE SUFFICIENT 33) PRIOR TO FLACE'MENT OF ANT STUCCO OVER CONCRETE SURFACES SUCH CLASS lORtlIAN-LIKE MANNER THE COMPLETED SYSTEM SHALL BE RILLT DTECTEO ley OWNER/AGENT.REMOVE ALL TRASH FROM PENISES. 50) PRODUCT MARFACTUFERS INDICATED IN SCHEDULES AND/OR ON PLANS WEE FOR DE DESGN OF THIS SPACE.EXIT SANS MST BE OVER ALL REWIRED O SURFACES SHALL BE TREATED WITH BONDING AGENT APPLIED N FULL -ISSUE ALL ADDENDIU13,REVISION AND UPDATES TO SUBCONTRACTORS M A EXIT DOORS AND DOOR BANKS SERVCU AS EXITS AND OVER CORRIDOR COOFORIANCE WTI MANFACTURER'S RECOT:OIDATIONS. O TI-I!C E.ACCEPTANCE BY TIP_ENGMEERACTO RECT IL`ST BE A CONDITION SELECTED BASED UPON QUALITY,STYLE,STZE.COLOR ETC.AND ARE NOT N. } OF TONE CONTRACT BEMEEN THE GEN.CONTRACTOR AND OWNER TIMELY WARNER TENDED TO ESTRGT THE COMPETITIVE BIDDING. PROOUCMS ECUAL TO OR N. ENTRANCES THAT LEAD TO AN EXIT.ANY DOOR WTN AN EXIT SIGN WILL BE TENDED TO BE USED AS SUEISTITUTES AM SUBJECT TO ARCHITECTS TREATED AS AN EXIT AND WILL BE HELD TO THE SATE STANDARDS AS A R' 34) IT IS THE INTENT O THE ARCHITECT THAT THIS DORE BE N CONFORMANCE WITH 44) SUBSURFACE SOIL CONDITION INFORMATION WERE NOT AVAILABLE.ALL FOUNDATIONS 46) ALL DRAWINGS-SPECIFICATIONS,AND COPIES THEREOF FURNISHED BY THE APPROVAL IN WRITING PRIOR TO PURCHASE OR INSTALLATION. SQUIRED EXIT, W ALL E RE OUIMENTS OF THE BUILDING AUTHORITIES MAIMING.ARSDICTION OVER AFCMTECT ARE AND SHALL REMAIN THE ARCHITECTS PROPERTY.NO CHANGES. 0- ARE DESIGNED FOR A SOIL BEARINGS CAPACITY OF 2500 PSP,T CONTRACTOR SHALL TYPE OF RI CONSTCTION AND OCCUPANCY.ALL CONTRACTORS SHALL DO HE ADDITIONS.THE DELETIONS SMALL BEM OUT WRITTEN CONSENT OF THE REPORT ANT DIFFERING CONDITIONS TO THE AFY'IITECTSTRUCNRAL ENGINEER PRIOR51) REWIREDAvEEIGHT CMS SHALL NAVE FLOORS N WALLS E NONSKID. C MATERIALS THEIR WORK.M CONPORIdNCE WT4 ALL APPLICABLE CODES AND ARCHITECT.THE CONTRACTOR SHALL MAINTAIN A FULL SET OF COMPLETE AND G HAVE A HELM OF 60•AFF.(ALL FLOORS SNAIL BE NONSKID'CCITMEFCIdL d EGULdTIO19. TO '�� FIELD M DRAWINGS AVAILABLEO FOR L DESI AT THE J IENTS AT ALL TIMES.ALL GRADE)AND COMFIT ADA. 35) CONTRACTOR TO PROVIDE TECHNICAL DATA SHEETS ON ALL CHEMICALS TO FIELD MODIFICATIONS TO THE ORIGINAL DESIGN DOClMENTS SMALL BE NOTED = BUILDING DEPT.FOR APPROVAL•HEPTACIMOR TECHNCAL CHLORDANE,OR OTHER AND MANTANED FOR THE CATERS ECORD COPY. APPROVED CHEMICALS SHALL BE USED IN CONCENTRATIONS AS PER - UT -- MdMJFACTIERSFVBlISHEDMSTRaCi1ONSMCLTfi'LTUNCEWTH EPAEGULATIONS. TRAFFIC ENGINEER SURVEYOR LANDSCAPE ARCHITECT CIVIL ENGINEER MECHANICAL ENGINEERS ARCHITECTS 36) ALL EXTERIOR AND INTERIOR PANT COLORS TO BE SELECTED BY . - W OINER/AN IIITECT,NOTE,ALL COLORS DEPICTED ON PLANS FOR PRONG T.E.C. /� FVRFNJ5E9 ONLY.(PANT SUB-CONTRACTOR TO PROVIDE PANT SAMPLES FOR KLMLEY-HORN &ASSOC. O'BRIEN. SUtTER & O'BRIEN DAVE BOOKER AND ASSOC. ENVIRODESLCN ASSOCIATES ge architecture, Inc. I^� L 1 AREVISED 5.3-16 AS PER BUILDING APPROVAL PRIOR TO PAINING BFLDTGSS 1920 WEK VA WAY,SUITE 200 955 NW 17 AVE, SUITE K-1 LANDSCAPE ARCHITECTURE 298 PINEAPPLE GROVE WAY THOMPSON ENGINEERING CONS. 1045 E. AUantie Ave ) DEPARTMENT UST Tl S, 0 1J1 L TYPE 6 ccNsrRJcnoN 3]) NOTE, PRODUCTS BY ANY OF TH=_sE nARFaeTUERS ARE ACCEPTABLE,COATING Hest Palm Beach, Fl. 33411 Delray Beach, Fl. 33445 601 N. CONGRESS AVE. Delray Beach, Fl. 33444 902 Clint Moore Rd. Suite 142 Suite 303 �- O Cr BENJAMIN MOO!.SHEREIN WLLIAMS.PITTSBuRS14.DEVOE.DurCNT,r PORTER SUITE 105 A Delray Beach, Boca Raton. Florida 33487 DelrayBeach, Florida 33483 T DRA•IG IS'CT FORCDISTRCTO{ In D QU AM COHSEED EAL. • Florida 33445 TIES DRAG ISSN ESEDFOR rD ARE TAAE' r FL WIC. AA0003179 WY'SOAR PELr9uYr FROG CATER CONTRACTOR SHALL DELIVER TO NER PRIOR TO FINALEN T PAYM ALL - ALT. APPLICABLE GUARANTEES,WARRANTIESAND OPERATING MANUALS. PH. 561 845-0665 PH. 561 276-4501 PH. (561) 276-6311 PH. (561) 274-6500 PH. (561) 274-0200 PH. (561) 276-6011 39) HIS THE MSFONS!BLITY OF THE CONTRACTOR TO COORDINATE AND OBTAIN ( ) FAX (561) 276-2390 FAX (561) 276-3869 FAX (561) 274-8558 FAX (561) 274-0222 FAX (561) 276-6129 .L{Y4:R M�-•S- 1 L-d ACCESS TO TIE SITE LIMN CANER _ 4L..-.' .V1SP. ii. . NE. 8TH STREET i IIII / PA V E D /1 V. ll' ie /' 2OEZ Iur ax WAOK 1 F�5AI'A., LEGEAP / Rm NO NA(�tJ /• ' E=CENTERUAE 3 A/C=CCNOETE A/C PAD c( O ME WA(=WATER AFTER G/9 SS =SANITARY SEWER MANHOLE , t CLEAN=SAMTART SEWER EAN OUT NV, 6j .. .. =CHIN LNC FEAR£ P Q P yv - -=OVERI-EAD UTILITY LACS / Q,j,.$ +13.784=ELEVATIOV BASED ON NATIONAL GEODETIC VERTICAL DATUM RK"C R N28 SCARCE PALM EEAO1 CCANTY d`5 \ FENOI MARK BLOKE' /" \ BFP.=BACK FLOW FREVENTER Of / \ '43. , a '' \ 0O At' h - \ O� e iG / G� \ sf tP. O a7trom" 114 \\ �, bq Q p 4* \ o Il Oc_ V \ \ 1,1 \ \ . / \• \\ o O j \ 901:09/gypSY � DESCpPTIOnt �Or \ � '• ` � LLOTS .AS F�LY?32�DAiv�PAR{ O3�C TOAT BOOK 9,PACE ,OF IRE \\ \ o FU3LC ITCORDS OFPALM R''AW CO VTY,FLORIDA. R. di ?.� \ 9> / i MAP OF BOUNDARY SURVEY ,\ I ILR(6T[(PITT MAT TOO 9RRCY WAS CODE I,COT REm0SOLC OUR0 4 AAD ACCTS rK�aa IA1 rE.OMAt TM O STAR)S AS r; P,er PCnoi01 BOARD Cr PRYES9 vr CWAL 6zRTOPS AM N IACC CHAPTER 5I-IT nOFcA ..b... �. ALYRISrRAINE OI.OE.PIRSINYr ICI Sari.473.027.PCOP0U STATUTES o ., • / vKo Deno,DE sww.roe Am, SURVEYOR Be MAPPER/5708 h10 JP' � SIMI. u yennaa / �° 0 BRIEN, SUITER & O'BRIEN, INC. LAND SURVEYORS CERTIFICATE 0<AUIHO ZATICW A�(B353 SURVEYOR AND MAPPER W RESPO.35190E OIARGC PALL D.EAGLE 955 Kw.DPI AVENIS SUITE K-1 DELRAY SEACJL FL93DA 33445 (561)276-4501 732-3279 FAX 276-2390 W 20,...Mr r. APRL 2$2015 r=D' MO am PAGE A0 C.0 t la 0.309 49 03-8056 iii-----------. --- — • '�"-e • `+ - v t- - -_q-PatLni couRr '-•-- - �' --\\ ( �� yM i K'e, �W D.,e SAP aw.oro SEE ORE t t PORANT LOCKED AT COPRACTOR • 1ORPROS POPPY TORSO-PO ,• ,r t � , FT e�aowuc on..cc \ Cr 1 t STE PASTY/OCT \ cEiT� \ ?S{`A I s • m pp.po Kw 0 PP Se PP,0.HOFb e L T�roE, ISeRnce NTER COITRACTOR :". ,� cacw L • .,�.,:'»x.,—N. r ,»e e, ME PLAT ° \\\ 1tJt�}4 o �I L u 7 _ > .I,in ttcl! \ z \ I ' w Architect,Planner and \ ,, t �i' T Designer r» • • \\ "T' u AA-26002044 » wa ?L\ :-• ..•ti `!' - .- r 205 George Bus!,BIM. • ._L �`•- _: c '� N z•4'n�E�E- T�i rfec. -_ \ \\ i:�y'} i !1 � • na'ONrof•Beacn.noriao JJtet See aNL D,..e�a G i •Pik\Y �MIIIIIII■III■`�11IIII re • ' • ''riII!hiL n N -c- '1. I�-_ Q FA%:561 I76-6D129 [son.OOPnew aurae ■■■■{ 1 ..._ .._:.mod _.. .+sxm- ISSED FOR• \ U • \ PROr'CSED P�G}IDC,YJ LCCdrf V d• `• THE sarry OlvD AND Pei neamT .' BIDS . _\• ;'. �:,ti:.1:._;ice .. NUTane Deg.-OA Dis.meT•. _ _ N rERun Lrar _ ik • • � '�° =x:, L.. :s:a I \ VICINITY MAP HIES Al.TO BE " \ N CONSTRUL710N E. POPO oePO,e,o \ 'BCOt1C U' `NN; `Vz_` .'..- _ - , Ill 000.00 Are LAPOROS TO `- _ _ _ - _ _ _ - _ �"v?l%.•;",.,.;'},"c;=h..:;: :--".\'``, ,.'_,. oAu.SroeS O.SLOPED p GENERAL NOTES: Z r r•c.L, '°.v F•_ _ _ _ _ _ _ _ S eT�� n?s._ \\\,- �'e ,r\,��p _ .W • - I \'\S' ,�re,wOREIPEwu.re°Re SOP oo�+.rsavr weer°°'i'a° 3 __i ,c e Q PH.ILII. LOA...IMAR PO VVE Cr emeeRTV TO ee POKED U � �_' ! F r1.Yl,FOR ALL VT SOPSEE LAAOSCAPE....AMA . 1. EP OOPS I- - I - - :.xK y.J.:- \\ •'tic- r.- 1 1 "� � 1�� ' I ,`\ �\ 9\� ,,..,a.,.o+�.o�.�.e.c.�.,1PFS SPPLOR SPILT TO SE POKED v.�+e..c z W I k LEGEND: - -_-:_ I_'_'_--- - .- - - - \ \\ \� 1 L \ \ • • exST.e:raoTEre.LCWT ro _� _ ..N`-.l.•�� 6.N�Q _ _ _ I_ _ _ _�._ - O PROJECT TOLE k .,.,yea aosmsm ,_ \'\ w 1 i 1' _ `\ off : : : — `\ ZONING a, _ _ _--•- _'�_ ' _ 'OPTS V•ee \ �"I " " PROPOSED • °• MIXED USE s ROMP . PACE AMA) .E.�,�,�,�.Lw °rL L ss� __E�:rr!;;ISO SPRY MOO USE PLOP I ii-,:iIKESi L= \ rc BUILDING TOTAL PACES MOPED le,r rr�i O ' In I 'I _p an \ `\ TOTAL SPACES POKED 0 SR 1 11 SITE DATA FOR CPP/Ce SPUMES Ay`rva Pt.zerc wa6r. e. •j -� U I.�in I 'O a `'\ TOTAL STOPS PIA • • IZIID PROPOSED SE D D,SETSACKS { �� • • PEP PP REAR PP I PPG SAJTM II I COWPER . \ • • ' I I O ' 1------:-L- LEGAL '.I•_... .- I •1 ....0., 1 I I - -r \\ \\\ o LOT,PO,.eLmc L��.D.rA�eT•..�.e.r TO aae�» • I i �.. RESORTED ,r DE,,. e.o �- O ® w s \ \ 226 PALM COURT v PE ruLc eeea�m,vr.u,:.a,ca.D...La,o+ o .',.'.'.j.'.'•II I ( kYc.ca» '•'I-' - m \\ w DELRAY BEACH,FL AR PLAT PEP. _ _ i----.L—•'•" I fC e " ' '••_=- 4.0 GENERAL NOTES: �•• ••• ;rub STORY CB MP ••" - .. 9 - _•__ - -�- w cuENr.aaaova MIXED use - -I.IT IT ne NTINT v,Ne TAT TIPS SOPC ee ��AL PECIPT PS +S� 'I.' II ( BUfLDNG I Q I • '•'•L_ MA. W REV!SONS DPn,.CraO rM.Ut/+M1'c.v.[EaoE,A,O ROSTDED RAPER AT NC — • 4EL OYER ITS TYPE OF CLOSTRKP011 APO 0.01.0.1C, .... I • v _ L `` Q Q eLMY_D 0]06b A6 PER • • • m°W.E,D„AL RPaL : " eD,�a.� ,..�, f abDL�,�,1 - _ :}: .:u __ +� • PARKING>P _ _ .V 7.HfG.vJRED DAMAGE. AK/POPO.AT Ble POSTE PRIOR TO . ALL C.SCTJ•MOSS OeTAVISO TS CRAPS.A. co+vc.e ea„e - o,rWrw _ ''a -Yr • raTvL. oeROS*CAPPOT -,.m J D T.,.�v.•ED,r,ev„o ,«.Tc,. _' I 1 e•Q__ BLOCK II c g. 3.Co+T,.Drae rNLLL orR INTOTLaDAT[LW 0.D 1= !: - C` ..�-:�'. / w PO TBE KIK ALL PERTs SKS,POLES.rua,•N.na,Lec•.,.�w»;ewea ea+De.T. _ MK Be e��e..EE� ' T' ,e ATTACK..v.�o,,.o.,c rne,,a.L .,e �y.Q = e 1 See OPT. r':. L.A,LDETALSPOSeCT�E aNw E lvJ. :••'• _ I D,. ARE WOOED TOSt TOG.PTPALL ' o• ff,.Her € �VF I 1 = ... :.I _•4': g o _F;� u n�x�.�E.a�„Te°APPLY n%c�'rL .D SOKAR•��.T i - f L, -...aaa'F- I I _ _ ; • s 1 -I_ w e• �um[Ed�mm,«rame""`eNr1°�.L CPA,0 eNcdL _ { / .1 vee,.,cE. %• • I • •' - V i I >. • ~ '.... Luria l.I F L7 Rev!ssaLWrrc7.rwRr mar, F.PE PE POPP,OF Pe ARMATCT PO PAY KR I D,� �•e,:e 1 oar. NOTES: •llllhi01111hlllhll mnnm� i i w nit NUNBER _ I_ _ _ - -�- 0302A100 NeT SCALE_OSTSSI . � � La DRAWING TOLE Ea3. "ORTOPR owl .:.i.i.11. - - - - - - . . . . . . . `�`�,.°° ma" PROPOSED / w STIPAeTV ..P.. j • SITE PLAN reef ,,»e.e„ A ALL m.D.aL.De,.a.rrAOKL : : : Z W 558.34'02U 100.09' CPTea o•117 „e,� N7. DOTE I DRAWN DY a' �' Tame • TD < m 0 NNER 6 `O""`'°"r° K . 1 PROPOSED SITE PLAN F GEIJC r^%MO1""re„'L' ", Joa NUMBER 20150302 A1.00 SCALE:1/8'.1'-0- DRAWING RUNNER A1.00 �° J W 7 _ IMF- s �7\::� 2'R V ._. TRASH ENS RECYCLTWG BIN I M�� g.Er=___E.__.A_�� - BEARING — Architect,Planner and M11 . -A I._E:= • liNi I'SERIES'C' �� t\�� IS'SERIES'C' ��E 're Designer — �� _, ,� FTP-26 FTP-25 MMWF U AA-26002044 • \<3V rAM FW. 205 Ceorge Bush&vO. • I�l,.�u��4-I�S�� 6'IOW De5aY BeuUi. t„ 33444 ��V .%�� NOTE: [NOTE: T I. ALL LETTERS ARE IS' L ALL LETTERS ARE 1'SERIES U EL:561-2]6-6011 SERIES AT L5'SPACING. AT 1'SPACING. A:- a FAX:561-2]b-6129 • NOTE:OPTIONAL 2. TOP PORTION LF FTP 25 N 26• f.'4/* i a PROVIDE PAVEMENT SYMBOL N SHALL HAVE A REFLECTIVE 113.1 6SUED FOR l ,Tp;>t BLUE BACKGROUND WITH WIVE STABILIZED •- ACCESSIBLE PARKNG SPACES. REFLECTIVE SYMBOL AND IT THE SYMBOL SHALL BE BLUE IN BORDER 2.BOTTOM PORTION SUBGRADE &OS COLOR SHALL HAVE A REFLECTIVE EDDY.TYPED' PERurt T1tW 1 - WIVE BA FT ROUND WITH ONE N PANEL OR MO 4.FTP 25 15 `i CONSTRUCTION FOR USE W AREAS WERE SPACE 15 LIMITED BLACK W OPAOJE LEGEND AND a PLAN CONCRETE SLAB BE BORDER 3. FTP 25 454 26 MAT W . g W 3 H 2 SIGNAGE 3 CONCRETE CURB a A1.02 SCALE: N.T.S. - A1,02 SCALE: N.T.S. (SEE CIVIL DRAWINGS) 3 `z W ENTIRE ENCLO%INF TO 8 BE PANTED TO MATCH • a BUILDNG(ACADIA N UNITE•AC-41)-SEE 2 EXTERIOR ELEVATIONS. 5'-0' 12.-0'MIN J 9'-O'MIN D. Q'NO.6 ANCHOR RODS ~ 2x8 P.T.PANTED WOOD 1I 1 6, 6, l IN GRC ND/6'CUT W SAW CUT • PROJECT TITLE PANELING. / V 2 II2 , /2 V2' j DIAGONAL BRACING(TYPICAL) / , M'IF +I1R- PROPOSED SEE PARKING LAYOUT 411 BLUE \. tiiU-+q,• .?�$a - W .■ STRIPE TTP AT :.........a. ^ :Son .'1.aYt�..,: loima = MIXED USE ._._.? _��. � __._i._____ HL.STALLS 0 t�.� , I i \ - � Q / \ D. z BUILDING / \ 6 )� N Q 9 PAh1'a NO.5 REINFORCING RODS Q 7 �..` a H , SPACE- ZOtN=I•TION(JFTAII ;fl - I'---- =-1- _ 1 ) EXISTING HAL EXIST.ASPHALT a ,'�J� j �� WEEL STOP _ -_ 1.. ASPHALT T BASE TO BE(�1'IOVED 2 0 CENTERED W a \ HANDICAP R FL A A PEGSBOL PLAN SPACE II PANTED PER F4 ADh REDS. 2'TUBULAR GATE 4x4 CORNER CITY OF DELRAY BEACH RAIL FRAME LATCH POST AOT ` O zz ALL STRIPING TO MEET CITY HANDICAP PARKING SIGN PER FL. OF DELRAY BEACH LAND ADA BEGS.4 CITY OF DELRAY TOTE: ,�T�•,1 N THIS METHOD W PAVEMENT WONT DEVELOPMENT REGULATION BEACH. NOTE: N SHALL B SE E USED FOR ANY CTION PARKING IZ=OUIREMENTS. HEEL STOP FORT FRONT ELEVATION PRECAST CONCRETE OP APPLICATION OR CCNSTRJCTION SIZES MAY VARY N W ON ASPHALT-SPIKE U)W/2-I 24'L•5 WERE PROPOSED PAVEMENT DEPENDING ON REBAR O CONCRETE-DRILL AND BASE WILL BE CONNECTED a N CONC.SLAB AND SPIKE UY I2'0 TO EXISTING PAVEMENT AND 1- REBAR N BOTH CASES GROUT BASE. ZZ .14 REBAR SOLID INTO WEELSTOP 0 226 PALM COURT w B° DELRAY BEACH,FL ce 1 REFUSE AREA DETAIL • 4 TYPICAL PARKING SPACE DETAIL 5 PAVEMENT JOINT DETAIL RT 7.1 6 WHEEL STOP DETAIL to CLIENTAPPROVAL 12 A1.02 SCALE: N.T.S. • A1.02 SCALE: N.T.S. A1.02 SCALE: N.T.S. (SEE CIVIL DRAWINGS) A1.02 SCALE: N.T.S. (SEE CIVIL DRAWINGS) W REVISIONS Et N a 1 0 J N Li 4'LIYIERCCK BASE 41' 4'-0' 4i' Z COMPACTED TO 98Z PER W AASHTO T-100 OUTSIDE RIGHT CONCRETE BRICK PAVERS OF WAY.6'LIMEROCK BASE CHARCOAL GRAY ESP FOR FIELD AS APPROVED COMPACTED TO 9 PER I 11.3 -+ _ BY OWNER(TYPICAL). AASHTO T-IBO INSIDD E RIGHT POIDERCOAT FNISH- (`. l OF WAY.4'FLOW-ABLE FILL VERIFY W/GUNER U (I00 PSI MIND-SEE CIVIL W S==SIT AN FOR•IM=N ION DRAWINGS(TYPJ. ALL FOOTwGS TO BE OI WELL '0 i45 CRA+e4 0 W1 RR 0041001CR PIPE ANCHORED TO CONCRETE SOOLLDIERTE BRICK PAVER CGi1RSE CORDER AS � W.xLQ d CONO PAD. FOR LOCATION-SEE PLANS Y�� 3000 PSI ITV}') CURB ,.50 APPROVED BY OWNER(TRP)- �� GRADE 1- .... „, >ir1" •�i--1 I-s�-- .�z' tf-lxti-31=s, �--tI ,_,i � / / / / / _mow Asa FILE NUMBER 0302A102 _. El l EI 1 CI 1 n T 0 l El l n Ei i J I�.^� - /\//\/j\//\// -i t.- // / R DRAWING TITLE e. iEliEii�i iri�i�i ��i�n�_4 / \ \ �� i _ = TYPICAL =,iE�iL�lMi�i it-�iE�i I itEilEi- \ / /\\/\\ �� w _ SITE DETAILS PLANTING SOIL I I/O'SAND Q BELL COMPACTED -- -SEE CIVIL BEDDING I-ISO. DE TO PER TERMITE O ' II(_�....'_____: '`-..f-`.. , M1 Z DRALINGS, SCREENINGS, T-I&O.CLEAN FILL AND TERMITEr - U-u-� p TTP, TYP. TREATED-SEE CIVIL DRAWJ•GS, T S 8%MARE COMPACTEDSITYPER CONCRETE IS'x D. CHP TIP. TO 98i MAX DENSITY PER ANCHOR BLOCK u AASHTO.T-1,30 (TTP) UU We AT 6'OL.EA WAY, (TTP.OF 2 PER R/Px,- CONTRACTOR TO SUBMIT U DATE I DRAWN BY SHOP DRAWINGS FOR 10 04.07.15 GE/JC APPROVAL. JOB NUMBER 20150302 DRAWING NUMBER 7 TYPICAL PAVER DETAIL 8 BIKE RACK A1.02 SCALE: N.T.S. (SEE CIVIL DRAWINGS) A1.02 SCALE: 1/2"=1'-0" A/►♦/■02 ;Ff\C"; :: }, r- : ;'y: YC:.:: \ All I gee PNO1 1ETRIC PLAN FOR (. /i 1 't C. PROPOSED WALL SCONCES 4 OSA \ ``•1 . •\ IS •. ` :::,' • LIGHT 1..��••---- S4 5'•0'DRAINAGE. •� '+-V WALL LEGEND I k�ti .�SQLO --••-• EaSEt NT-SEE --ln, :\ . Sr�� CIVIL DRAWINGS. •\ J �STNTERISH MON-LOAD DEAR. .. `' F�` \\ 1 1'-`::'"----,Ss,.‘:...'. �.t•. ,�•.`K \ ^' ll. 1 _ ARTTrIDNI w].!•»Da InL lTws R a• i ezzazza `�V - \��. "`{•>:t-t{:^;' ::L. �-iC:�::j:`il`L\.`?.`'.•l, '\A. 2&4 m OG(SEE DR RR rt.R'FOR AC1M4 i : 1;.1'.4-� ti:., yti\1.,,�`FF..=�F,�-.•,4 1,4.\l:•?:�-,. \ _Si. n:y-7�-, _ Al' oOoen T r ma.e i DRVILIALL..L �F F < `Ct.•\�F..�w. t\:t�"'"F-; X..W.A.:i`�-NINI.v.•,., v • A101 O -1 5` ti \ ��\ lyC� 7 St SWILL,TWO.o ncx n 1 rim STA. 1 `.' ., COADMG_3PR ,�t`i.`��•: ..>\\'` �i. ,;t� i1 • 6' x _ TO I.0-D'OG SEN.MELI]Ttr. I ' :11 -:N•.,:",-. ZJ t -.. I- `" - DRTauLL�IL.cs.rrPJ-LEVEL N �•.i.:�h.�;\�:::�:` 0 `.;'..:� ..j-»1,`•-i �:.J:4J.:'-•:`. �a?;'.\ .tip...\y` t .j rl-- L of IP.w NoFICEAND.•N APARTL IV I rtl '� 4-.. ..v;.` :k;�:..1.- 1.1t\ F. \ \ N\F . \t r I 1 li r 1 + \ '� s E d 't.Ll SL w i00.ST910C JOINTS. - '.N:�--�•.A'vl-1 ��:1 1i•.h}��F.+r:�.. _ t 1 Architect,Planner and e SLOCK FILLER.PANTED CR e• a.�t�+>`�.�.F:..•,y�',�{•�,i��.�'r`1��``••. �' I t W S. 44 co.C.eLcoc/STVCOIruNTED/SA.CS •r3 ..�� -:y}�_-,.,.:}:.�v,v� ' Z Designer S.C./STUCCO PANTED INIS.I d Cti\ a`,��ii �..F .µ • � , EWE..SIDS )� - ` l t\ t sQ\ 4�� I � i .R ` A Ot a • = George c eon Blvd.�a.s 0 GRILL SALL m TOOL STRDOC JON». \ \t "�,F'_�s\y` ,,�'a..^S\ j I ' TEL:561-776 soft )•co<TS MOM r�LLER.PANTED d S• tF 'v jj � 3AC Acc-5 --, `I FA%:561-276-6129 OONC.rU.<!STAIR SOS]W T•T PT. ;�\ >� 'S \ > \\ ( Rn•AG.]A•oc R.0 sI.FOIL' -.c'. \* Q NSIDV .r Tr,x Ga'Mr LEvry N - .. WASH AT DICE b0 v AT APARTMENT. I _ �-- ,M PERA R.r :SUED FOR �.]ORC » a Ds S•KRILL MALL D.i•]-COATS SIDON S. STUCCO PANTED ON EXT.SOE..R-SIDE \ PERNR 1]A tl TO NAVE I.T PT.RRR NG•NV cry R-41 LNC O mLCdr ADONE ` N El.,NlIA•TTO..r TTP_x CA4f Iry 11. t \ 'D CONSTRUCTION LEM_I.N PNIY.AT ONCE AND V AT i i } + ) - APARrrENc �� ! i I \ems a ir N GRILL MALL W r]-GDATS .. z STIr!_O NAMED FN.AND EXPOSED a , III- - - ---- F GLOM MOM eX MO NT.SL X wuT MALL To f !IIIIII -- ---- --- --- '- �fP p FN� le_ �� I.ni'0 L I r, ® 311SZS �J ( MECN.ROOM . t II 5� 3 NCOATS•000114 ST.CO PANTED FNISIL I i • ,I-IS'-{••x b'i0' , L - 'i = [�CONCRETE<Wl'a'. =� / : I.• ® STRICTARAL STEIL COLON I I4 j t - • �' •+ i LEVATOR Y I II E 4R+DON NfBER . . o I I f . 02, 1 1 — - .. 3 ODOOR w•.DeR � V _ J _O ' '-GARAGE DOOR COIYPANT- ©II F'�l.T~ •Lit I 3 STAIR RAOt.5 TO DE re-OED O WO `'I TRASH 'ATNENA GLASS' ( 7AJ I v YY Q PLrEOCO OR P.T.GOOD OLODi' BINS OVE EAD GARAGE DOOR-NON- T.ALL eEOWO-.RRLIET(LAMORr 'I• • HURRICANEGLASS CIPACT AND BNOI eEPANELS).CLEAR - NSLATTo.mL Pl REGEI,�mTr 13 I f Y• . TD _ • ' a ';STAIR 11 A�ALL TIED 0.CCR5 AND MALLS TO 1 _ •`.•_�.. n_ i- I g-0'a 5•2' E, sne•9Rro•6sOrGP! ® ALL EXTERIOR MALLS TO RECErvE • I .. 1 •[103 I•I i W PROJECT TITLE AlDiE FILL SOO NSLLATIOa I i - O. -•t 4 A ALL ETE MALLS.MIS mRRER3.FVE _.i '� :I -; . • ,,• PROPOSED P .Ti-re OR 0rTT OTHER ie • I 1 • /TOP Cr tONCI TE - - l MIXED USE RECURRED TO INNS PROTECTED p ILId[KWAT = O OPEN�SlµLxersECrnELYao r - Q i. YELEV.4-0'-Il1 BFF SEE BUILDING PERMANENTLY IDENTIFIED vR.!K S DR STENCILN]ADOVE THE DECORATIVE _ _ i O CE..ANO N CONCEALED SPACES C! fJ - _- _. - - I TIE MNLL UTl.ltr EITFD.ORCRG Y1RE - • _ _ (DRAWINGS FOR - O AND s+n.DARRER-PROT•_CT ALL i. I STANDPIPE OPENN'.S•AS PER CHAPTER T. Ix MIN ED. (; COVERED _ �� I LOCATIONS U MECHANICALLY _ El _I I�. VENTED PARKING i ®I I 0 Art ReTEp PARTrtON-UL-Utr! e6O GARAGE _ G 97 a • O I±PE'S.A'.lfE LGITEG • I, _ ' i L .. RE MEC'' SERIE• -. ..._.- 0A _ f SA CATALOG•TJPS50-OSu.xLED AC-R-LE# I' - 1 ATOP PARKING LEVEL _ I II O NOTES: all Y . ` r� al, ELEV.•18.41'NG.VD. _ E ( © N L DONOR SCALE DRMRG,SI 3 �' = n� T.FIELD _. ALL DI Wit......]. :• - I N uc • ACCESS z CONTRACTOR TO vERrt ALL ex'TN; ©1 I J' O `'j j'• f t, - b \ , ,, Z� rl.EGRI•�RAL NOTES/ ORmP••R • _ ' u .i -- - - ' •!1 I Q I — — .I • — — • { J. - .. _._.. j._.. — 226 PALM COURT Wtlit - ELECTRIC CHARGING STATION ,°„ DELRAY BEACH,FL - -• W W CLIENT APPROVAL (ppfi =" O I AREA CALCULATIONS a .D' air • l o W RENSIOT.S e TOTAL UNDER A/C TOTAL UNDER ROOF Q A R`-t^SED O'S0c1S U PEV r i ~ N dxLDN'v DErt.C(.FPlMS. N+ L PFV V.DED RNP AT IK ,{ I_� _ . : _ ' ] • E PROPOSED GROUND FLOOR AREA: M rARKnO SPADE. JI. �______ _ r ,U ].RIECTi VEINED GARAGE. et I. a ELECTRIC CLJARGMG STATION I = 6 A/C 9 ENTRY LOBBY 168 SOFT, - to STAIR II 1555O.FT. _I A. CWCRETE WHEEL I �10'•0•DRAINAGE I = 3 STAIRe2 178SO.FT. (� ELEVATOR h 63 SOFT. Q ��; i STOP-SEE CIVIL EASETIENT-SEE ELEVATORIS 76 SO.FT. 11 I DRAWRKrS. I CIVIL DRAWINGS. I Z I I ; I A/C'1 MADH RDDM B,SG.FT. III i , ELECTRICAL ROOM 00 SO FTEMI FIRESPRPRCLER I' =II I _ _ L MECH.ROOM 1355QFT STAND PIPE SEE _._-_____._ _ '{_ _ __ MECH.ROOM PARKING GARAGE a.58650.FT. FIRE SPRINKLER I - - __ _ � ____,._-____-______ __. U i DRAWINGS FOR = i` - - _ - _ TOTAL GROUND FLOOR AREA S,54550.FT. SIZE AND ACTUAL Y._4__ afi.-..,•.-•-__x- ,-,•-,-h.irlli.1..I- ...____..........____... ... .._...... ......._ ..._. .. � ..__...._ ......_-_.... f 4/C 3 _ ._ .__ __ S LOCATION. �1' •• I. I I 1 I- FVOFOSEO SECOND FLOOR AREA: U ' 'S^I STAIRSL j'O =± I.I i i )_ OFFICE FLOOR AREA(NR SOFT.) 2.875 SOFT. Q M DRAMS n Trn Kw KOETRJCT.OL E�yg2 =£ =_ - • \ OFFICE FLOOR AREA(GROSS SOFT.) 3,000 SOFT, W RILL EE[V ISSID rcercN2RaEr µ i•• ,. , - " LI kl Mow cr.,. room marrow mom ._ )�. T.,�. 1._ ,? SIDE T BALCONY SITES MJ.C.UNDER ROOFl (2)E932 SOFT. '1 • ,-.I� ]_:i•ELEV.MACH. H , 0 All L- FRONT BALCONY N.LC.UNDER ROOFS SA SOFT. :: _, ` '�t. , ROOM ® - - TOTAL SECOND FLOOR OFFK:E AREA(GROSS SOFT.) 3.000 SOFT. ,I--, • .! b_D'1{D•9•.[ _ I , . �� TIE NUMBER 3 101I #"�"�� ' _.__—_._________-___-___ I .-...,...._�I _ .. _ ______._____ __-__ -._.PROPOSED SECOND FLOOR RESIDENTIAL 5N1T IT: O302A2�U =' i. • - p° RESIDENTIAL CONDO UNIT 1,908 SO.FT. 0 STARING 51111 . I E. - i •'ELECTRICAL FRONT BALCONY 622 SOFT. j- ' .; CONC2eTE WLE:EL AOOAI SIDE BALCONNETTES(NLC.UNDER ROOF) (2)C.3250.FT. PROPOSED _ i_'�• ' • OI• STOP III SEE CINL b'=4• F �Ii; - 'O i DRAWINGS. • I I TOTAL SECOND FLOOR AREA UNDER ROOF 4,90850.FT. GROUND ''I' �..- •r - ______________.__ __ —___— _____ _ PROPOSED SUNDECKW/g1TDOOR KRONEN• 3.Ba750.FT. N I • T Z FLOOR PLAN i" i - -- 7 - I PROPOSED TOTAL AREA UNDER ROOF: 13,dl8 SOFT. IN I' i ZONING RO 8 :uwulwwlu:uulw.� .,:,, , •:F:c71 : i:�i/fl)T]- {Iiiiill:l1l uhip •'.oiT'�_�ii....a:.rr� ---- ---I---------------- PARCRJCa, O A RAwN BY D • • .--; I0•.0'REAR SETBACK • - I-- IiI GAS O STORT r000.15E d1RD.G 41 04.07.1$ I GE/JC PROPOSED!'GROUND GENERATOR DI..GE'PER.DD'P. avPCE r •1 ,SDMO SP. JOB NUMBER N I ]e xAGE!P R ESIDEN AA Nrt II`DA x 20150302 1 FLOOR PLANl. i DTAL lPAPRnS O ED DRAW NG NUIBER A2.00 1 i lTAROtl•xY �!- SCALE:3/16•-1'-0- T Te•.r -A/ I,' A3.01 �L�oO i ] ' TOTAL SPACES PRNDED D SP '' n I • -:-.7----S-'.n. II. i Li) .i d , • WALL LEGEND ki r 5�® 1.0.40 W Architect,Planner and nP Ye]fU•25P F�PRST�S•2.4. w Designer WILL V'••tEE •/.,MR.PRY/LULL °L V AA-26002044 1 _ ODRrOE 11L •Y+b.Trn LEVEet L = De4o5 Beoci,P1w 33au _ : \ ` FLASH IN ON..E ARO v w APARVIeR,. U TEL 61-2 6-6011 - • Q FAX.561-276-6129 ]-COATS TFILL OOL RiRux JDwrs•PANTED�•6 ISSUED FOR r ]7Ll,H: 7}` IxoDc rbTAw rRDE].+r].COATS I' - / N-1001 151uCCD PANTED FwuR an BOO ERIOR 10E .•- - %3_• 'D• CONSTRUCTION • I .. 4\ G Jos li p!C a.P , _: t • _ a'"' _ BALCONY 1 .- AR„E..,. w Il - I I �` I - r - z. - . _ .I __- — ----,-„-Irvin»nIf•_ �xu:amLEOEL( b MALLS I.2 P.T.NAT.D CAI ,•N.O�R°5 3 ,_\\ i'I _ _ _ I. ---- -O _ N�bO I ,..ra.•.S........r TYPE DV G:a PA Fw- _.- - �.Klw,ly..}I At PF10E ARD v Ai { I ' ELEV#1 �'_�I� e I ER. I_-_ '— OPEN PATIO DECK , II. MASTERI 'JB11�r /.\ p 9L _ - BATHROOM _I 0 - l0 - %b- Qcn,r .v•]-cD.rS srocTR F _- _ -- ♦ ' Ill v �1 -'BMW, b ED FNWA1.D ExNbED __________ s O j m .f g x: ME _ e+.DaZ(ROtE.wT.ELEv.SRAFTWKl TD 3 1 1: .. I I .. .. ............MASTER '---_. -_ ,I �.�. .,. .-_-'--_. _ _.__..eE E]o-oSED eLDau .. k♦ I 1 ._1 f,0 BEDROOM ;I. -. d �� /♦)•.� D�rcTraD�.u�,E u.\L II.j. L��_i — 6PIw1 S<IFL T .:) Ill O \ t �� I 1 _ v]- EnDD,N S,YCfO PANTED FNW. 3 I `cDK IIYII \ !y5}7 iM_ t ...._ _ I ' Baia HIS CLOSET HER CLOSET - w STAIR# - ® °TL"T""AL 5.-.'°' _I _-, „__� :il �. ...,............ O ©� OFFICE LOBBY I 0 Q DOOR HneER O PR °In - - - MEMO : ; R. ` _ ti O = RDret PROJECT TITLE O ` ;�`� `I® 10° ------' '--- -- - %meNIERwR PALLS uv cAaNEraWeR \ • ,� hbECO.DKDONF..W •� I "' RrSPGSTOFfEPFWIDED �]• • PROPOSED o , YEE ELEV.. = 5E RT YCO DR P.i-LNDCGWNG W ;� ; ; MEN BATH --,• _.;, EE ]ax NG.�a. L* �FOR 'ow e.;,mwn,�.;i5 io rac��l°e ea BUILDING MIXED E --------'--- -�--- --•_ '—'• �©�_,,�,• - , acvo w.AAT1aI rnPi ^ O ,� ! A/C CLOSET : ■ -1AEFDDRSANDWA b,D o 5_. ECG,- -AZ \ 1 - 1 V 0 \ -4 iE O- A ALL EXTERIOR PALLS TO O O o ,. O \ ♦ • , ♦,.,,,,, CORE FILL 5N0._.^ni.Pl RECEIK U (., ,.„,:• , !: . ti EXAM#1 (--DI�( •• ® ` .. s.ALL FwE LULLS.FIRE BARRIERS.FA. O : ti , ` O = NIi1O3pARTAT.NS,f]YaCE BARRIER MOLE • \\\\ \ RELY/RED 10 K PROTECTED D_ KRCHEty I' O �\ 1�� ••••• I eEx+A':RnriiDEr�.re�i.-D wn smarm AAtr-407,011,\ ERc1LRG Aeove THE DecaRArF,E ,,-.) :: . ;tiL, ®\ �\ RECEPTION �)��\J I a c..�..o N��-Fd ED r�.cEs c>; $ ©� O I ® i O! J (� I WALL[ITM SGGCS,ED YkJRC.tl FYEQ. I • kr+o bnaa e.maER-PRa,Ec,ALLt ti \ rcPE1.vG5mm ru[RAPIER1•® • 4. EXAM#2 �. i © F.I RATED PARTITwI.11•GANOS 01. i I - " o YYR4�R Ga ECL Q.55ERY5•rl .� A �� I - ® 5.4 CATALOG•DlsssO uwmLED AK-R L_]F 'Ti --------- ---- ' ... _._._ �.__._-- ---- --WM BATH • "� `II ` NOTES: • 226 PALM COURT ' ` : CONSULTATIO p II DELRAY BEACH,FL ;i I. 'yJ LIKSTATIONIli EXAM#D6 0 �1�. L DO NOT SCALE.,•^-.Gv EY j 'O' L� ` S STAFF yl ; ].r1ELO r,:Rur Au OWN W CLIENT APPROVAL I ` I', ` BATH O 1 i Tioim�.io io FTT�A iEci 'D 1- I I\ , © ' DESCWPARCT.v PRA:•GS. C )_ i GREAT V O ; O ,,,,,,,,a,,, ` I �: ]SEE GENERAL NOTES, W REVISIONS �, 'V \ ,IIIMI �' Q Q REVLSED 0505J6 Ab PER u I ROOM I:: •••••••••••• •• 77,11-it N auLD•G cePr.cm+wra INp�, AREA CALCULATIONS I.PRONDED Af:E•NEALE Q ` ® I_I. i -ccwrERs Ar RECEPTION pEX - ; , ; - TOTAL UNDER AC TOTAL UNDER ROOF tE 1- `_:,._-.-_.�• - .Y�_�,_.�? EXAM#04 EXAM#07 ♦ I K •, ♦ \ - PROPOSED GROUND FLOOR AREA: 0114 CI- li ROOM ? `O O O '.O `��e ENTRY weer 168 SOFT. Q S ` \ I STAR SI I155 7RSOFT- -----�----'- \ 1 `\\\\��\ \ti ♦ �� „ ---'- t � _. - -- ---- - STAIR t2 vAToflft Fr. ? � CI I�� I -"FIEVATOR f7---" 76 SQFT. ®' ♦ ti jP/ ♦ .., I _ I ACIL ROOM 91 SO.Ff. �k��11 jr U -------------==1WIYv�•, -,\ -- a;IL:nS]� Q - --- - ----- --- ------- ER1`i"- - ---------�LESTRIC-5L.004H.MEC.H --- 6aso.FT. A o918Wm116. rgma B O p. -" - y -_ J\ C OOM�= ROOM 136SQFT. _ O — I u EXAM#05 EXAM#08 O B O..-Al = ( COVERED PARKING GARAGE {,5865QFi- V O II II-\II ; • r, ♦ • O ♦ _ TOTAL GROUND FLOOR AREA 5$105QFT- �I I ; _ ELEV#2 y ` NC •y. \O ! I ��IO ' DRPOLrw.urlaR maeite, 0 \ �-�CLOS I; ♦ I I - , PROPOSED SECOND FLOOR AREA: I� y>EW FRC.0 v , .S' &,,,,,,,,,,,,,,,,,,,,,,,,, \ ,,,,,,,,,,, ,,, I - OFFICE S EST - r-�i I _ ♦ .. _-- .i_ FLOOR AREA(NETSSFT.) 291550FT. 0 O Ii BEDROOM -\\ I_�� .. AJC_-_._♦ I L_� I OFFICE FLOOR aRFl.r,Dnss sD.F'rd 3.DDD so.Fc >- \\\\\\\u\\�\\\\\�\�\\\ - -'-- --' --'--- BATHROOM .... -CLOSET ♦ t- 1 — ._____.___ SIDEHALT�NNtn tJ C.UNDER ROOF) (n 3250FC IlE NUHBER Q ATH M J__1 in FRONT BALCONY N1G.UNDER ROOF) 3150E-T. w F 0302A201 I ��. y, I T-I. O \ ,,,,,,,,,,,,,,,, ® OO ; I 1 1 1-�I IO TOTAL SECOND FLOOR OFFlCE AREA IGROSS SQFT.1 O __. GUEST - 7 , 5 ••••• • le 3.Doo sDFT. DRAWING RAWING TITLE O I "" 1 \ \ 1 = PROPOSED SECOND BOOR RESIDENTIAL UNIT d I� ,� BATHROOM =1 ) < : ul�L `�•• ♦ m I = w• SECONDPROPOSSED STAND PRE SEE FIRE FIRESPRI.LER _. t I' t� I -- �i• " k "•&"`"""s I �LAB I = RESDENRAL CONDO UNR I.903 SOFT. -sFR,rAER DRNUGS •-•f•• a•_:.ti:a_^\_••L`:_v\1_'aTa•L^�_x..•♦'x_a'].•:C__:_T�''-_---- ----- -`-'""------____ _- FAONLBALCONY_—_' 6zzSQFT. N - ROOMY DR.OFFICE `�"""`N ` •DR. ♦ I 11�1 1. I _ FOR(AM AND :J - I _ r ACTUAL Lour- ISTAIR#2 �'.' + 1 . ; 1 111- I TOTAL SECOND FLOOR AREA UNDER ROOF .,9065QIR• FLOOR PLAN ES INJ.0 EA HOOF) (2)@ SOFT 1.1 o » ' ppppp��9p I W -'� , DuC3 O , I-=� = I PROPOSED SONDECK W/OUTDOOR KRCHEN 3.R47 SOFT. 0 = _ _- e1j911Wph'ANNf pElAlA9IAI11=mum' ‘♦N 9YN991 ®OMMOW�YISMIUIII 0 O O - . �- —---PROPOSED TOTAL AREA UNDER ROOF: 13•ue SOFT. D DATE I DRAWN BY 1 © 'l0G �� '6 04.07.15 GE/JC A I PROPOSED SECOND JOB NUMBER 20150302 A301 aFLOOR PLAN op, N DRAWING NUMBER A201 SCALE:3G16'_p_p•: A2.01 I L-- } • .. .. {� m WALL LEGEND � �® ` tlai(IA_izL;i'11=.L'ia S•TrIERDR oKN-COLD EE.RYG L1 PARTTTIOM WY J1•TS W PILL STUDS•T.• ,�'E - - 1 Z 04,5E DK RR PLANS bR ACTUAL :. - Architect,Planner and MALL .KITOR LAWORT:5A• rc Designer O0M-WELD eE,M TILE/,wOTE.STUDS TO ES E•e4 OWEN MTALL..S nn AA-26002044 Dan.,CEIL•OS.TT,•LEVEL/V '.:,:::::--:;-1 .; ) _ W x r,wsu rN OFFICE.v0 v N APARTMENT. _ _ OS George Bush BM -- _ q'6Bea276 6011 33aN s•GILL WALL w TOOL STRUCK.vvrs. �Y FAA:561-276 61129 = 7 T-COAID FLOCK PILLER-PANTED ON S' Q ,-,N.ELOoc,ST.ne EDT,Or r T-COATS Y00,4 5mCL0 PANTED EWEN O, W ISSUED FOR PLrreC,,ZCMG -�y® DENOTES BALCONY/POSCN BELOL @@ -.. - • B105 rgs•cnu m.Lt w ro0.srRnc ANs. !TYPICAL). @ e'is FLOCK ER.LER-PANTED D1 S• - I - J PERYR t 7l• r,•r BLOM!STATR 50l,WY I E]PT. PURRING•>.•oG R•u s.•O,L• _ - N CONSTRVCDON CL NSLLATKN•r Tr,x G.G aY LEVELN �� ..' ENEW AT(1 CE.uR.v.T Ar.MnENr. _I A CO EE --0 = I -1 1 � 1 - f S•CITY.WALL IW r T-COArs Y4roT. I . rff- - t r �Iy11d ( ,---"-- --...--- w STYLO RANTED av exr.YDE.WIT.NDE ' 1 1 r I I „ I - •�-ro STAIR R7= — To ° I•]P.T.R ERT.5•W-04 E I i 1 1 1 1,._ L -._ t 1 T \ tu TW EOL•N-9LATKH. me 74,40 eY 'I • LLVEL,v mw..AT CE.r0 VAT k 3; -I1 0 = 3 _..1.� ii If -i t `-LI i - I 'L LI-I ':� _ .�:1 •- - 'a tu E•NT.Cnu McLLwr:{OATS:rIDOTu f I' - 1 , i SLCCO PANTED FNr,.I.ND EXPOSED __ J U-1 I: I SUNDECK •- ' F DE rosED[ADM MOTE.aoou.SHAFT CALL TO 1 - 1 - - _T—T 1 -_ STORAGE ' .s `a �^6> .-� �L I. ,I ' T- 1 _ TIT ® i; 55 3 V S'TO E'PCLLREO COC�TE tLLaLL aY r - t t J "'- I - _ - I 1_.. - _ - N-- T-fdeT!EPf W T4 STtfO r.ertED E.nSH7. ® STRCT,eAL STEEL Due++ 1 I -----vA5- 1cPrf— Dy u Op UNCOONMTEER ' I`— I ( (J - II ,.,/,,, �, I�IF+,�.i,.1+�7.,1•iLnt+„r.,, N O7 DOOR nn.'--R I ��- '� - ��` . • • r . . . _ I SEE SPRINKLER• , Lt ALL w RIOR AmtLs RYCAENEMOS i I t= I •+_ ••DENOTES'5TABTUELL ACCESS _ I STANDPIPEDRAIONGS F� O PROJECT TRUE LOCATIONS _ PROPOSED a.eA'G TO X P%)YIOED m VW ..i DENOTES 3'•b'h PARAPET WALLS T•ROOF' GNRDEN DEPC ]ALL EeDRDa•A.KrtoER,,tele,oar AND RAILINGS(TYPICAL). r _ • . . . r _ _ • . . . _ APO WALLS RECEM1E E.n L CAL). , • • r • • • _ _ • • . _ - i EGM.Io.EWiATn„rTPi \ • _ • _ . _ r . o MIXED USE 3..RL TILED FLOORS.r0 IWLLS TO \ • • . . . . . . . . . . . r . . . . . . . . . RECEIVE SM•-•a.OC E.ocw OR _ I EOJAL- I ;,.._ • • •`•.• ••• -=-_1 .•.•.•_•••.• _•.•.• ••.•_•.-_ - -_ I•• o BUILDING s 1 PLYWOOD OR P.T.WDOC4'LOC... • • • ram nu.>monE.A..ALL EXTERIOR <not S TO REce PROPOSED SOLAR PANELS FOR 1 1 _ -_ _ • GARAGE AND POOL DECK I `` ``_ _ T _ • _ • _ • __JI-• 1 t Z_ E.AU RIVE..•,EFIIE E.RRERs.PrE; LIGFITR1G(rrpICAL). �I. . . . . _ . . _ .� OUTDO RVtTC+{CN 1 r. III O MARrrtrON%5r TLCE BARKER 0.0.E I_ r r r__ '1 V OR ANT OIYER WALL -i- ;` _ - _ _ _ . _ _ _ . _ _ ) J • PER S OR • SIENTANe++a SPACES .• • '-!___ • •�ELwR v e.rE `'`•` ` _ ... '-f. .• il) P ,� I t- • 0PEN•ROOFTOP• G RECAPRMO TO MAHE PROTECTED GARAOEN AEwE TM oEeo'e.TT,E CE,LP.0 AND PI CONCEALED .mcaTR�E•nauTME+.RPE:-PROTECT ALL 1I FEC teu ED.PETd UAP'ER,- © LI _(— •` '•`•`•avCi GcvK� m,•- - ••``•• I •+ tII o i F-I I34 ED.reRRfiO1•LL•WR 9 Ir^ -I I. • '.'•'.'.'.'•' — -----_ ' I W oTTPE'SA•.SrtE LGNTM ® (II r - I ____ r • .. • _ . • . •'•••••••• • A��•_I— _ NQ Lu,NAWRE LM+EC Tzn. xREr SA CATALOG•DRSSO-ES.EOLED a-R-LEY III r . • _ . _— I •W jj ZZ I`= �'m IV DUAL TE+PERATUTM SPA • • • - Q Q �- ,I' NOTES: - �— • • . •. — I:: 1,.., o 0o ND SCALE DRA.E�S _ •'.'.'•'•'.' r— '• i 226 PALM COURT 4.:. D EST ALL De nEo S r • _--i i _ ''' I m DELRAY BEACH,FL 5.CONTRACTOR ro VETO,.0 E><ET.c 1. ,. • j-- L ------ I --1-- ---t-_- r An COOrtKfE.CND NOT,AROJTTECT �..- __ • . . • • r .. • _ F ANT DE%mrArCr.v DRa.eci II • '__-.. . CLIENT APPROVAL. D DENOTES et ,5E GENERAL NOTES, r I • r _ _ _-T .__I- T- • I: E� •1�.� I I. ` ' ' ` ••`•'•••"••'_".•••.'•- I I I _ ' AND RAILINGS(TYPICAL). WALLS W RENSIONS AREA CALCULATIONS r-1 • _ - TOTAL UNDER A/C TOTAL UNDER ROOF �i��-' _ `••. -.�-. •. •.. • •.„• _ •. •+.-•. -�___ --I- .. -i m tl PROPOSED GROUND FLOOR AREA: ' • I_-1 • _ • •- ....__�_. .—.—_l ENTRY LOBBY 163 SOFT. •'.. •'. . • • _ _ STAIR 155 SOFT• Lr_ .' -• • _ . I--- ` `• `•' _' ` ---L I`--j -L_. • --I li Q STARS 17B SOFT. - -- -- ELEVATORt1 6350FL I= . _ _ _ • _ • . _ = j, - z __ . . _ r ELEVATORS 76 SOFT. • • . .. MACH.ROOM 91 SOFT. _ _ • _ _ _ 1 ELECTRICAL ROOM PR SOFT. _ _ r _ _ . _ . . • . - - .___I .T • __ MECIL ROOM 17550.FT. • _ . _ _ I -�._. _ -.....__._ w r II COVERED PARKING GARAGE <S68 SOFT. I 1 N- TOTAL GROUND FLOOR AREA 5,540 SO.FT. - - -- 1 I. _ ,' ix PROPOSED SECOND FLOOR AREA •. -___�_ __ _ Ns pwr D RT RR O21Rt1 IT& OFFICE FLOOR AREA(NET SO.FT.) 2,615 SOFT. -_._-r._. _ l7 RFv!v rD/ae P�•LEn tAr P2sDAA g oR r. OFFICE FLOOR AREA(GROSS SO.FT.) 7.000 SOFT. =1 __- ____ V SIDE BALCONNt I it's(N.LC.UNDER ROOF) (2)@ 32 SOFT. ` I • III r . I-.. ' (7 PLE NUMBER 1 .. --- -- 0302A202 FRONT BALCONY N.I.C.UNDER ROOF? 7A SOFT. • .._i_ _L__...._..._. • ___. -._ TOTAL SECOND FLOOR OFFICE AREA(GROSS SO.FT.). 3,003 SO.FT. PROPOSED SECOND FLOOR RESIDENTIAL UNIT ELL ^, 1 -- I. RC' __,.._ - a DRAWING TITLE RESIDENTIAL CONDO UNTr 1,9065O.FT• LL -1-- i - r--- - -- - � r"-- I� w PROPOSED FRONT BALCONY 622SO.FT. . l I 3 SIDE BALCONNlIit.(N.LC.UNDER ROOF) (2)@32 SOFT. • .l_-__,..__I____. ~ ROOFTOP TOTAL SECOND FLOOR AREA UNDER ROOF ..906 SOFT. • I..__._r_.-.. - GARDEN PROPOSED SUNDECKWI OUTDOOR KTTCNEN 7.BE7SO.FT. I i. •'� DECK PROPOSED TOTAL AREA UNDER ROOF) 13,448 SO.fT. I •PLAAITERS --. U r I C DATE I DRAWN DV '---.._i m 07.19.16 GE/JC ~ PROPOSED ROOF JOD NUMBER 20150302 A3.01 a TOP GARDEN DECK N DRAW,*NULiBER A2.02 SCALE:3/16•-1'-0• ,., A2.02 y�rDr661ARTDWR _ ,� W .,, ';..:-J-2, :. : ,:. Av4 GRQw6PO.AD, - / m - -/-0 -11M .. ._.- , ki 1.I I : m Architect,Planner and # RcoF DECK - L❑� l� EI �,P.I , ------- Designer 0P OF]a'-S•REP. - ._. LIGHT FIXTURES \ uu ' RBI I ( ® _a�l�Pa, I -- - u AA-26002044 OACCESS LGNTwG �� - - 1 1 -- Y 205 Georg•BUsn Blvd. uD+ws r.cw'J•+ccua TOP OF SEGO.FLOW eeee I I I _�I__ I I L_�II I = DeIro Bsoch.FbriEo ]3N1 0,0:.weLL rdCE CR Eau Doo..Y.0.6 eeee _ _❑r-� ` �7111�IYly-/// TEE:561-276-6011ALL lrGri MORES 10 of A RTED DT ------------ .__.. .- __- II --- -.---._-__-- cwERAxA.1Ect . ' . ❑-� eeee r F� O s It_-_-' • FAX:%1-276-6129 PAINT LEGEND ` © �i I `'� �i I�l,� w . • ALL 40F.CES TO aE CE.ER N ^ :IV \: -1 I1,-,, © U' IIrBJ ❑y p ISSUED FOR g.444 ,]OpY 'WED AS KR BO..WC c . ,. Ar_uuw ....cR ^ ° eeee « 3...., �L n ':6� ( &os MIME . II P-] .AvEX CH EARN..• ^ - eeee _ ...• - -- ' C ^ 6 PERMR T]t6 eeee 1 : ❑ ^ N STUCCO BANDFG, bEccNo FLwR FN.. eeee ,1-.{., CONSTRUCTION _..... _ MIME =-- \..----.. .-- -n ---A-- -�- �� YDGYDARLA.SG.° - - n i7 - -'- - - �. , -S A'Y.YiLONERSAORALIYS �ELEV.D'-0'APF. - eeee: Nanac� I 1751 7-0 -uR,OFva6..R TOP 64 PCP. ..___ G ._...- _ -_____._ _."_----..-..--- - N ,II r Z - POTS N1 fAClS ARE NEAaC•4rWV5E5 DOORS uo0ub eeee 1 .__ W VI DIAi1JNT WE ' �CARR APR.), ELEv..S-O•AFF. z eeee I _.._. ... WIND PRESSURES(PSF) uee it EXTERIOR DOORS,WINDOWS,WALLS, eeee - • 11 li I e W COMPONENTS AND CLADDING S . q On p ! I I S AREA(ARY ZONE(4) - ZONE(5) GmaN[stmRrrasN z - SW rip I� I I iI 1 �il1-li�i.C� .I 7 D I � O_ .I, o //�Nc.a. (.R.EGAINE ST PONT. (.,,EO.TIR Y ELEv..O'-0'AFP. \- 2 e !,-/ e II 11 O III',Hi, ELEv.b.Y N4vD. ' F- „om a -46.1 w eTl A,r,ra'YN6Rom - __ - _.. _. ll 3 4.5 4 ELE...a-F r DFF. t r' F- - - - I -- ---- -- v,o� ]� .. EEv.. ] N4vD. 1 PROPOSED WEST ELEVATION a TODD xi •aa 36] 4. A3.00 SCALE:3/16'-1'-0' G NT0JS0 JS., •.a JSA -uJ. N bamk ]Of SOETITEAS HT MEYgMNaR A.T R 0SE CLLC!MI°EF LLC11Ys6 Y£SEWE,M j- W PROJECT TITLE EXTERIOR STUCCO ' " D�TTT a o AVG.CRO OF - _ _ - R R 0 BUILDING TRCXEL AFTER!PL..SET AO SCRATCH TO RC.,Ci 6YFF.CE ].APPLY CROu.COAT/DIOR 6CL..COAT.6 SET rail AD WARD AO SAE o- o TIRE}OAT. Wiuwr T.u5E 6 ADwiEaHAL LATER fkL LL21 -1-1 BEER TRAGUTENED TO. IJ\ �LJ LEAVE R'TIC�N TO ECEN£PFNLw COO,. - iT S DRAPER ORA.CAA Ewa,PRGR TO APPLICAS +6 F•.SN COAT.APPLY '.. I - ...ICOATADBR.FNBN ca.TO A TRUE.EVEN bIEFAGE.FNUYED. iA \ • ~ APPROVED DT OPER ._--_ \ --t �_ D.TWO fn GOAT YGtKfP, •iI+RTI ATLY IUO RJC-0Ai STUCCO TO f.+✓o<IE :1 1 0 RFD rlA+a+RT ARE.].TOTAL rwcla.Ew.wvE-REGENTS(Na war MOW, R Pa �--I I I I I CR' a.tuREE(SR COAT W>R<(W LAIMY APPLY THREE(S,COAT STUCCO TO PETAL TWRO 0.0OR F •N ^ I I f r'r�1 ' I ( a LAIR.TOTAL(U war TOOK AREAS.TOTAL twOO.F.00 FIVE-EGM.G(SAY N. (� ____ ,1Nel•L TELFv.].-6•aPP -__f1L� --...__ ____.._ I, - I - .._ _ _...... :- ' 6or.Fs[K AD exrERlaR pROvIDE EWNDRP aRro.Ea NExrER,OR - \ _.. .. f ....._. .. _- -_ _ I. • ...._. _ . ._ .�.1O • • TtlaN1 N El I4R(o�D L 10.0OW I _.__.ELEV•20'-0.OFF eeeteeaeeeeeeeee II. IJ , I :. DE.�!Exi `- eeeO ® R ueO © d W---' ----- -- u!® --'1 -;� _. _ -_.. o L00NOTSCALEw D.-q -�_ - 1 I ___ c 7d 226PALMCOURT ].MIA VERFTAUDPBBaw ]EGO.L[DRFN N i. 1 © _ . i5 - - ^ DELRAY BEACH,FL a CONTRACTOR To vERFr.LL EX1516G �FLEv.Dw•APP. ! _[ _ - _. ._. I ...... Ib _ -- _ - '-_-- -- ._. ..__. -h___=-_ CO.HTY>b.AND NOT n.ARCniECT - ... F ANT DESGRPANGI w DRAW.. I I 0 7. ■ G j •J U X - ® CLIENT APPROVAL (SEE GEIN]RL NOTED) TOP 6 GR..Floors ^ a ALL ARE.rYaA.TIoi6 NEE APrw X ooaR1.a..a,a I 1 -� _... _..._.__ I ..._1 I ...- .... ..._l. I .._i_ 1 m .L.. ..... I___ 5.ALL EXTERIOR DOOR a WNOOULOCATKNG �ELEV..O'-O OFF. --_- -_-..--.--_ .__ .... ...._... ._ -.._._._ �- _--- X TO FIATCN EXTERIOR ELE.T.0.- i E _ © p U 1Y REVISIONS SEE SNEEr6 A]Ko.RuaAI ° wLDNG DP.mYm-erra, i i A..PROVIDE KFTa FOR BON iRCit ENTRY O W I 0 i 4 El IIE D m TARICN4e.mDIlE 111 000R6 AND orEREAD GARAGE DOCR2 N <1 ® ® � T © 3 1 GARAGE.REAR AND 6.ES 6 PROPERTY 4RyiD FLMa FNISN 121 i ® V TO BE PFGNDED CAP NRVEW.AZ cA¢RAa-vERET ALL LDc.iIo:6 ELAv..o'c•OFF. �. t W R SELL-,•NrNo.vD. \VI vl I I I I I I I 11 I I I i i NI I I S F SPRNKLEN SYSTEM TO BE PRO.. AVG CRP.OF ROAD _ a TW A CENTRAL StATCN-FCWTORED �ELEv..-O'.Y j'pFF. _-___..-_.__-__---_---_______-_._______._.._-.._ _ __-__.__-.__.___.___-__.________--___._.__.__...._-._--___..-. U LDj Fogg ALARM. 1L ALL EXTERIOR LG.FDiTIES t0 BE 1•^• GARAGE TO BE FIEr...rAi I Y TOO 4LF wk..wATE GLARE A.PR0.1DE TE VENTED-SEE FIECUNCAL DR....0 Y. s 6 GADR Q F PROPOSED NORTH ELEVATION tY W ELEVATION NOTES s O Cab ......1 se C,-=.7.00 .....IG.I T a El TAPERED SIUCC C PANTED FN.,DOM ID BEAR Lc TREELLLIS ]D P0,000k FLOE C.O.NA4 ET TO ELOPE m.6EE Sic.DYGb RYFJ ]] NA EXTERIOR DNRS TO E Ir4CG 0-SERES OR PEN,BE.TO BE]DLL ALLRT•AT1 RAILS AT R.•00.- NAVE PROD CT APPROVAL Q OVER 1 PITLEC NI fti"=EaE-YEa3NAIlY POLDER COAT FLAW-f�+.�(,.L,DATE !CPR T.6 N0I 61Y,I FOR CfJS,RIClID1 OlACRE.TO I I'n Ga.ROOF TIlE 1 (SEE btRCT. FF ]I Cool_I Ya,Ni.•a'COPPER DRIP E......ALL YR.P'M•SERF-6 OIro ALYt bL.NG DOB.(IC ACR O. D IRS IEFN WEED FOR C#R,9B0 G6J AU W.LL COYPU Yv THE FLpaDA SYLDNG Ei GMT.CANTILEVER 6'tr CLINE DALGL'ETTES ❑ f�`•S 0 WUTE,TO BE AFOOT E6bTANT AO COYPU YR ALL DADE 0 FENCE'*am REP...mac, APPLICABLE L[LAL CODES!SLOPE Lv I']-COATS WCOtN bTGCO.ANTED PNEUL CGTFRT RACY.0 RAD CYCLING TESTING...OtEMS. DIY. VOT.TO.ARD ^•,CCwESTGPCUFS TO DRAW ]] ALL O ECENE,6TOE PAVE.• CORRACOR TO P.vIDE CERTPCATE 6 COOR4NCE trovA ]'RASED FCRtIW,L SFCOTM STCCO BAND.- OR ECLY.NON-SLOP Yv B,t En s A,T.ODER EDGE ❑] SW.•,POP.00 READER-ETEBA'B IA 6• D PANTED(TYRA DECK TO BE F'YDSET OVER DV LICE.CATEFPR .G EI T oAL;g4 -FMED LLMGL SR RUMOR E.E TO DE )- EXTENS�S MVOF.JA OR PANTED aim•000.b, 10 CO NC.DECK MCOL1 360'oR En(Ea SA,PLE ❑ P ED BI..CK mrl FILE NUMBER ONO...SLOPED FOR POSITI.DRAINAGE. Y a Leo RECESSED VONT FRT.EGLET STUCCO L.6- FOR CURER APPROVLA PORED ❑PREYED. _ COMPANY.-GARAGE DOOR ❑ SEE LIGNTE.ERREG �A. •SPEC Fw Au EXO. 0302A300 ❑] N PLACE CCNLRETE GANOPT SLAB Di O ]a OVERDO..ODRA.[OCR--,NON.MARC..E F'OLMACCTT OR EOHAL E] DP••.vn FOR SPECS.rblE.vi SK'+P T. HYDRO-STOP PREMWO COAT STETTED OVER R.PSSED RICO.61..PAtiL EN 6•f,'.r.�TE CMTDKY2 KDGEN EX.NIDT(GECHETJ i0 RECEIVE R DRAWING TITLE lE DE.!SEE RM PLAVL BLOCK-PANTED. =NEST OVER ALL ALIA,.EXT. 000ATER IR GRACE VY4OR PILL]•CR EOE DOT ,N 3E S-COAT P 1A b'IMM S,.-^^FNISN ON,SERF a OlCOLOI R ;-�GRA,,w� R CP RAIL µ x.N 6N 52']_ Rib E COTu 6 CCO PAN ED FNID _ E C OLD/GOCRETE OLL .,; 4C.CP0IEROALI STUCCO .Lot apA W PROPOSED .BOTTOM RAIL NAK Y APE.-TIPJ•PROVIDE DROP CONTRACTOR TO PROVDE 10.0X-BOx'AR PER DELRAY ]a PER.00.6 10 T 0 0.4vE I F.T.FD BROCS AN C.vvch TO COG.AS RATED EXTERIOR GRADE PLTWOOD-PANTEO(TYPO I 0R..I:.G6(SAKE BT YCMM RORDA LU1F6H•OR O PRE DEPt.(ACCESS FOR PIA.ENTRY AND GARAGE OOLit1 E"^, (SEE DETAILS O.6NEET.eSOaJ _ uJDOIB TD WAVE'vWYEPi'OAtXPY. O (T0CKSET YR L�O.0•POUR.PATTERN)OR E011 S CORDING N ELEVATIONS ❑5 4.6C D LEES N B100TN SRC=FN'W-PANTED. ElEXTEROR GRADE ITISi..•.0 TO P END A M r-O•GELS w�1 E CaOrtCN..(TiPJ ES CVYipY All ALUYw1]'-O•DLL SPIRAL STAR Krt DY DECORATNE-PJP RAIDED CONCRETE VERTICAL DECORATIVE Flop AYOFAIY LONER wLTTE.SET ]l •FGT•Cnccnc.Nr.'PL 63..YlA405 C TO BE PPACi ❑ LOLLFL PATTERN ALYt RATE TREADS a•1 rr EI EI RE0 CYCr AHD MST. WALL DADS CONTT P'PACt AKJ BA64 rr oY�']-COATS SPDOIN 61YCCO-PAMFO D N A.S I+=ki(COLOR OO •POSITION W ESP.,•DT R UR O IDE CER TFZATE CF CI LONG CLT.TRAGTCR TD TCRPRE LN-BETO.A TOP L ..STRA EVT 6rL GATE• NW fTYrl COAT FNISN DAAL -•.R.M E�GRAY,.DT PROVIDE CER,PCATE 6 CCTIRIANCE(nRA .N0OFAI_TM LAND•G YY COO GATE. I TAPERED STEPPED TOYER UM S.DLO.AI.P.C SO.ROfaDA AJRWPL'OR EOIA. _ ALL YR aNARCOAL DRAT ESP.POLDER GOAT FwWL V% O D.O.RECESSED STUCCO BADFG AND]•R.,.FM LGNT ACT RESISTS.PGr 1.0,]SE0 SERIES'SYSTEM OR CONY.RALTAI.ECESS. DRIPS.EDGE-PANTED DTP). a sicvs.0 FG•.4 0E 9 TO BE DY oT.ERS ]0 EDu.-..YY1Y1 GLAZED STCRER..I PORT SYSTEM 0. D OATS I DRAWN BY HOER SEPARATE PERVTJ-vERCY Yv CARER T,A,.6RD FVNN N 60 ^•1010.,SL FACE APRIFD D M•614.RIC RASED 6ncc[OPEDEA ER C O O.ACTOR TO P RO,.POLERL n -=EV CONTRACTOR SOO.OR E..FR.-(COLOR To BE 'n 04.07.15 GE/JC WHP'AU B6v,Ffi PANTED(TTPJ-SLOPED K EWE,-NOTE.CONTRACTOR 10 PWroE 0CP CRAURHGS,F71 F PONT DE DRASUGE. aRC's DECK!ROCS DECK SCUPPER.J'FIR ABOVE F • CERT.6 COOP RACE FOR MAC,RESISTANT AND LOPLY Fv JOB NUMBER ALL DAJE CONTY AFOOT ALA PO CYCRNG TEST G 20150302 EauEPENT6(TYPE. DRAWING NUMBER A3.00 AVM.CAPON ea ROAD/ I ( `� ._... "• ,a 1�C3'a L't..•.:Ltt,�.h,1.1 t.., : 1 - I ' �f 1 Architect Planner and Cei Designer TGwR«x DEDL LIGHT FIXTURES --�- 1 1 \ u AA-26002044 ftEv..•Sa-S•Arr. ._ ACCExLBHTNB I _._..-_...- m ..._....__.- -_ I. %• .. .__ -_ ..-____._..—__.__._- .___—_-. IRO- 205 George Bush ITV. OTEOSEIow eu.XIEAD•++Em.s • _ gas Bee<T,Florida 33..1 OUTDOOR PALL SCONCE OR Er+A. : ' TEL SEI-276-FORS ALL L.,RXTRS TO BE AFPPoOD or TOPCP SEGO-FLOOR I I Q SAX:361-776-61I9 NEMARDBTCr ODORS,vRIXX. _____ PAINT LEGEND • ALL OSACES TOLE CIERED, �,--� W ISSUED FOR PLNEK,2MK PRTEvuFER QN1a.R rIJOE -f „ - CO ■ —-I •I © _, J m ■ t7 (Mel e ■ t BIOS ^ n — r-2 ((C NCRETE avem ON EYELP.US saw, © © © © I O I O © 01 0xmllr vL r STUCCO BANDI•B, i -. __. _ -- --- .- -- -- -- STRU 0 .2.0.......i.-+c... mN rn N .DMAoVRa.mR.L.Pt dxCwDR�E.eE I- I� BRLIOrT MF ---_.---._—D ... 1 __ :. - _-_ __ i:-__. _ 1_. - __. ._.__ -__ - Z M1Xb AND 6.OM. TG6GRCwM 0.0G _-.. :. OCY.R i , I. ICTrt ALL COLORS ME RR FRC. .Comf.n TO PROVIDE YPRES FOR S OPER*TROPIC 000,23"NCO. WIND PRESSURES(PSF) �ELEY.s'd.PF. - e----- K ® 1.._ --- ..-._. ..__ - _.. ... -- ----------- --- ......_._._ ..... -..®_- ..------- ___..---' y ---..._.__.. _. 3dEXTERIOR DOORS,WINDOWS,WALLS, o '— = =COMPONENTS AND CLADDINGZ d m TABl7TARV ZONE(A) ZONE(5) n o Is oAAEAM)ZrH PORTNE r.Iw Lr,.e rn ram.E l.lrsrinE J.GRAND MOOR PP'.. • • I_l�� .!, [� F. 11020 01 -..,1 Ill -311 r ELEV.•C-C Orr. . , + 3 ELEV.•P.R...vD. \ I I I I . I- WV50 WI -PAS .Bs 332 AVM.CROW Of Row I (1 ---__..___------_--• �I z OELEV.••m.Tr — — --- RTGCC NA -OP lu M1 ELEV.•PS1 waves: L. ER TOee JAI -bJ %.l -ND VEN° TEDE?s°EE'eOE a, Daaa»;a 8 IN TO BS la. PO BA -Oa writ A- IDE a PPP.OAT COr 01lLE0OSRI'd T01APR CLOWN D NC PROP ILLOTERAJp6 ARE pnEDB PROPOSED EAST ELEVATION W PROJECT TITLE EXTERIOR STUCCO 2.RlEALO.HE iPLAERAno. SCALE:3/16'=1'-0 W PROPOSED RILL LATH APrt1UTPC. MIXED USE L APPLY SCRATCR COAT 61T,MIKCJENr PRESSURE TO KEY SELL MO LATTA U DaE`"EER""°`EET°m'a°""'°RaGO "�"E — I El-\ , M BUILDING AFTER SET Ga6T.RTPLER — — — -- ------- o MENN STT GAuR114ED To A TRe 31 TREACCE°A1140wr' wSE CP ADDITIONAL SLATTEER '�ELEv..as c Arf. S--S - I _ ---------- ---------- ----- e FINISH COAT. �T FVE2LY PRIOR t0 APrt1CA.TIw 6 FMSH COAT.APPLY © • Z S ON'COI AND CO F FMSH COAT AND DRAB FL•SI.COAT TO A•PIt EVEN SURFACE FNdEp V • " V • APPROVED BY EATER .____-.__e— —_ —___ —_- ,—_ a TWO mCOAT SOAK MN ruso.era.aP-Lr TLromewrsTlrco To r � - - _ .. — o AND MASONRY AREAS•TOTAL TuoO,ESS.FIVE-EGITLS AIM aCN It••M1R I n.+IN O P utx S TAME AI COAT MOW TON LATHA APPLY TWEE AI COAT 31UCCO TOP,AL ---- -- ------ --- LAT P TOTAL ru.CON TICK ARAS•TOTAL .ME-EBHIIP.MAN NCH i a\ El Ili N.,P �. ..RN DEEP GROOVES N STUCCO.PROVIDE RN DRIP G�VVES N EXTERIOR DOORAAY WADS..EXTERIOR cWRI PRAMS TG 6 ROM DECK rs I Q Z 1 ALL STUCCO READERS,SILLS AND PRONG TO BE PROVIDED MP A FIN V R - -- _. _._ n —- Q R•SLOPE FOR PROPER SIEDONG Cr RAN POPS 2 I .. I _ N ___ as 6 © MO I I I(� © (� I -' W L ALL PQ-TT„cc OOAIO STRUCTONS FOR E AS PER CV•SYSTEM - ^ : P., �I + Ir•Iul`••• ,P.I \ I N PLaIe,ED NSTRLYnPIs FOR NSTLLLATICN v SYSTEM As \ Is APPLICABLE TO EAU,TYPE C•SUBSTRATE INDICATED.TEN•°RLNG FABRIC TO-CP SECOND FLOOR ^ r_I COUISTS CPA BALANCED.LLK.YNE-RESISTANT._'TWIN GLASYFEIER 4 DOORS.OODU _ — CCRLFLMeaiH A.STMDSID AIO VEOUNB NOT LESS T44N SOL PER SQ4FE YARD. E�i : —_. E}'•� � Zd ELEV. 2B'.0 APE. f,-•-.� 2111111101 1111 I I� I _ \ � R NOTES: a a San -- `-' • § 9 ! -III n LUAU L DOHOTSCLLE DRMPGSI �\ ❑� •ii llt:..� ----LUAU ® -- 0 ----__LUAU�___--_-- 226 PALM COURT P.a a O 20 2.FIELD VERPT ALL OPERSONSI t _-_. S.cwrRAcrGTMVERPrALLExISTEB "'TA2J 6I I, `". I;� �„ �' �• w DELRAY BEACH,FL IRcr - 1 •I __ " I�— (CONDITIONS oERAL MOTES,AND "DRAw�BSOT. SECOND FLOOR SNIP, ,_;� I. '�- �--=-.© _..__Jcr - ------• - r --- ..-L:}-- ® W CLIENT ADPRUIN. (SEE GENERAL RAPPED - mew.•G•dAfP. .___ —•]• .;;.I.:'III 1 __ 1 __ _ .— _ _ ---._ _ —__— _—_ _ _._ N A.ALL emw CLLCLLATIPA ARE APP%lJt . I S.ALL EJtTERE°R DOOR,SR,DCO LOCATIONS ..•.,' I . TO PATON EXTERIOR ELEVATIOS• TOP 6 GROUND FLOOR ^ I I,I I11 111 1 I - I I ^ REVISIONS SEE SHEETS esm,Ala ; 40 COO.I.••DCR6 - I I 1 - _ .......__. I .....__ -_.. .........- __ -_- _ .. J .__-__-..-D �' rEVIxD eseox As�R ..CONTRACTOR To PROVIDE 1o10X-HOX• '• pr ELEV.•Sd APP. —___ - _.._._.-. ..... - _._ —_c o _ } Q Q mLD+ru r_rL (FFmXIME KEYS NPR BMT,FRONT ENner r i 1111 l l l I I N - DOORS am,OVERHEAD GARAGE DOORL Q 6 • 1 F ? 1E CN LYAfKRriEo� M.DATA!,;REAR AND SIDES OF PROPER, �,J1`A F D a ill�lll I - _I _ __ ." I a e Q' . 61/OTHER IS PRE R SYSTEM TO PE PR')vIDED GRUaD FLOOR FN6H 'L'�I i L i l l I I J1 !-1 F. I ° C I PPA CENTRAL ALARM STAT01.04ITD.R<D �ELEV;.m p,a a. \ ^ -I l,l li1ii11 I I T ! I I �I I D i I �I RO� i Z S ALL EXTERIOR L.1.0 FIXTRES TO BE teD• AA4 GRAN OP ROAD TO EL I-Pair GLAZE AND PROADE Tr 4ELEV.•d.Er Brr. ---��--- ---} - --- ------ ----- ---------'----------LUAU. THE VEM.L V.LDE6D0.MR _ Il ----- ---------------------- ELEV.••RS•'w4vD. GaReGE TO PE ISCHMK>LLY '" VENTED '��`HA"ICA`°RA°" 2 PROPOSED SOUTH ELEVATION ELEVATION NOTES A3.01 SCALE:3/16•-V-0• re ALL .1 TB MC.6 RT FOR C08TRICIOI aSIITAICCDED I100.20 0I1Y4w(SEE ROO SP!CPCATO f 6PDOM stucco ANEwrIS DEAF,0 ran.MOTErne.* 20 ALL BALCONEF'4CE CO.ESUS SEE ST.0°aGS rTTR•J O RAVE PRODUCT APPROVAL MCI..D•SERFS OR IU R HAS PEN EAED IQEGO+ERVEXTIL r'ErPPERS TO BE 3'DIA A LF.,RAILS AT r•OC.• RVFFO 4DL!RYElF.1ART PRCPG OVER LIGHTZEIONT CPCT_TE.TECIMLwIALLT POLDER COAT FERRI•CHARCOAL GRATA cA A. I� PLY. TTACHED TO 1 r 22 GA ROO DECK.!SEE STRICT. J1 CENT 1 VIM.•M COPPER DRIP EDGE•ALL 1RBOOR'SERFS SCO LLIPL WO. (COLOR V DIGS,AS0 Y,LLL COTTLE W THE 0.OROA OOLONG CONY.CANTILEVER Y PIP CdOETE!SALOPETTES ALLCOAES. O M1E1 TO DE TACT RESISTANT NO CORM W ALL DACE y.E AND ALL APPLICABLE LOCAL CODES.MOTE O W r)'COATS 5.064 STCCC PANTED FN'RL CON,INTACT AND•I D CYCLEB TESTING T_OJIRETEMS. F .FT.TOWARDS DRAM ALL BALCO TESTORCHES TO RECEIVE STOI E PAVERS* CONTRACTOR TO PROVIDE CERTIFICATE OF CO PUREE TTPl I PIE NUMBER •PIP.CONC.HEADER•EYED..rev a. E PANTED(ETAICNTLL swn+STLlrro SARONG. 22 OR OT.MOSS,OVEEY R m ELI01IDT'IE CIATDa CUTER r�FBEp6G Tnr•FAUX•ro,WWOOA PI NTEmae SIDE To BE w 0302A301 Q [0RRNKNS BEYOND J PANTED M P.•DOORS, ❑ w_CCNG DEOC WA-KETI SM G ED r1EA SAH•lM PANTED BLACK mm1 _ 0 rIaDOPDI SLOPED FORPONT.DRAINAGE r•PANTED. RECESSED JC•T PLY-REGLET STUCCO,LINES. ham. .GARAGE LLDOOR COFP IY•'ATE.GLASS. S2 LLEATTI D Iroot. S,SPECS ST EXTERIOR DRAWING MILE O •'�^�'N�fl,�iIMCO'C�COAT!CANOPYT R°D W rtCEE6ED SPOON ST[YD PANEL w O.CPIDETE 2J OVERHEAD G.Ra6E DOOR.NON.,AROUSE.,PACT OR COPAL DRAWSS FOR.R41W,ALJ PROPOSED • CONCRETE DECK ISLE ROIL PLAN/ O BLOC.•FAMED. CEIVE ALL AUIN EXT.DOOR THREPCLDS 1 s.-OCRI SILLS TO BE SET IR SS 'J1OOTH STUCCO FEEN,,T/TO w 25SEV AUMNJi DECORAt00IROLru W POWER COAT IN'SH ELASTIC OVER IV LAYER 50 GRACE VTCOe PLUS.OR ECUA., RELRaB PAPER PACKED GLLV,r'ETLL LATH OVER COLOR wAKCIAL GRA,_TO.Q RAIL ISSN.M' SA•){VATS 9YOM STUD PUNTED FNRL CwCFETE TaEE•OI.M,COpETE EEt ',NBC'(CO PEIVJ.LLI STUCCO UFW OVER MT•MA „ ELEVATIONS DRAMS! RAIL TAX I.APP.-TTPJ-PROVIDE POP COTRACTOR TO PRONOt 1gIOx LBO%'AS PER DxwT 25•PERIL TO HAVEIIA+LF.r.+D BLOCS 1,.O.D. TO COG b RATED EXTERCR GRAY_PLYL0OD•PANTED(TFA DRAL•B!O BATTLE BT SOUTH FLORID.LLI+UA2M'OR O FIRE DEFT.rAfCE56 FOR RAN ENTRY NO GARAGE DOORl ❑ 5OCL•A 0•TAUT 6LA.S6 BLOC•BY PI 00 501S COPP. UI EaIAL(SEE METALS w SWEET Abell _ ALL tx,op,.D '1 A IMO°.TO HAVE MU[ETT CtlLKM• rT4IO'3ET S°BLOOC-ETDURA raTTptll G eUTAL Z ElA.•SCORED LEES N SRIDTH ST0C0'NSW-PANTED. O LRADE STLCCO TO CNTRE PfEWL,A rd MOP O p OPACTWALvt FRAME CPDIIYNS(TIT) .. CUSTOM ALL PUMP"S'd DLL SPOIL STAR Dr BY PED DECO:ATVE•PIP RASED CONCRETE VERTICAL DECO.T.AXED ALL MR,'LONER NATTERS SET T 31.CAsp£NT(FIXED ALOt TIDED!TO BE TAUT q r FL,ATC..11 R PETAL'APR/CATIONS'OR ETREADS,CUAL Pt�LNDFN. DxD W W r 2-COATS S^ODTI STUCCO-PANTED O ❑tuate C Q.TEST. WALL DADS CONK L'TAG'T AIp .n xcREE cPS11 rDRTw W ESP.PGeDER sTEB REPFRErENra cwTR.cTOR To TRTPPLE•weExEEN LLUMNBM STRAIGHT SPEDELs,r,• FLASH rTTP1 COAT REM(COLOR•CHAeOAL GRAY/•BY PROVO!CERrPGA.TE w CCTCLANCE CRP; CONT.AUR HANDRAIL.TOP LARDEB W ALIN.GATE• 0 DATE DRAWN BY TAPERED S1ET_D TC.ER W.'BLCQ blJ T+r •BOTH FLORDA ALUINM'OR ECLLA_ ALL TV CHAPCOLL GRAY ESP.POLDER COAT FMR. IEl ,=.RECEsxD:4=B..DPB uD r .4,; srALwE Ic•Tw(N,-ERA rO Bf er olltRs 2B LAPAcr RESBTa rr PORT Ssmm L MO SEIZES.WESTER G 1� 04.07.15 GE/JC COLT.ALUM.DRIP EDGE-PANTED RYP1 E TND ECUAL•LLU1FM'1 GL.20 STOREFRONT ENT.STEEP UTII FI- R PARATE PERSD•vERPT W 01MR STANDMO MIN•FLLL HAIOBeRE I SOPPACE APPLIED JOB NUMBER B 1pOJ r TR•.v O 0.f0OTH R ST AISED CCO SLU,EADER A' CTOR TO PROVIDE POLD CLOSURE V X D'OR YNAR SO EC,..Per51•'COLOR r0 PE2015030E eA PRO.PANTED RTPJ-SLOE,FOR .•p1A 'MN ABOVE FOISTED O PROVIDE ,ITEI-NOTE.CONTRACTOR TO PRIDE SIB w P DRAu6, POSITIVE DRAINAGE_ Q 0(4,ROOF DEC.ISDCF C_CK SCIPFEPOLE. CERT.CA CORR IARCE FOR IMPACT RESISTANT AND COT,W ALL DADE CON,TACT AND MW CYCLEB TM. DRAWMG NUMBER DPEPENTS(TYPJ. A3.01 o SST • - •Site = ; i \\�,i \ < George6u- Blvd .-_ -_. , u w i \ 1 ' \ EXIST 6•WATER MAIN Z a t - __ to 70,5: - APPROX LOCATION \ \ 'a --X. - 0 s Z w 11 EXIST WATER MAIN EXIST 8'SANITARY / Syj, " _ • j a.. SEWER MAIN 7 �r \ �// _ - .. St /' (BENCH MARK) \ ry n PALM COURT ' RIM+ta Da ° o — +18.21 __ SAN _SA.. SA.,,,,,,`:---C NC SAN - SAN— _SAN SAN - \ � W S u J HE S.�icrNE6 Tt S ¢ ''• w EXIST 5.0'CONC 'EXIST CONC SIDEWALK TO MATCH EXIST MATCH EX1 p~J••\ '''' n a e x EL=t18.2 hI EL=±17.9 r u SIDEWALK TO REMAIN,SS'-- BE REMOVED AND EXI SEWER SERVICE — - W h .r REPLACED- 6•THICK AT2 y LO .TO CLEANOUT TO \ 0/ �''� LOCATION MAP ___ < a DRIVEWAY- SEE SHEET 2 I P ER LINE- SEE �1,- o V. 1 +18.50 'r+18.a5 FOR DETAILS +t804 I DE SRI,S • T 6 C` \ N.T.S. .l:`r r \ 3 40"z40"SIGHT �' .(Cs �`; r �Y^' \ 8$ 1.,2: \ +17.61 TRIANGLE •tr` C� 'P i ®® I p ! +1885 I 85.63'PLAT 8.5 i TRIANGLE SIGHT T� �"? �w +t859 Li ne • rrtEI 85. 5 ••••L' ,p T �vt 'W`r• "Mr w.u.o tr -,-;,;..----.7.- P . IST EMAIN �"' I _ 0lir ! wsT CONC \ \ LEGEND: W /Iar.P. 10'z10'SIGHT I ti.- .�.�J \. \ - J 1 " r� > i i TRIANGLE �{� J'7� �I �� " / '�� \4 �.' .0' ' HT-OF-WA \ PROPERTY LINE ' 'T PROPOSE. 4' ` ED CA �N EXIST WATER METER ,u`® "�` �YYY`jjj��YYY`` �C ` \ WHITE STDP :AR \ �� Q SECTION IDENTIFIER TO REMAIN - SIZE I PROPOSED �.an � Y)`ri.:._ T PROPOSED .O'.., \ - PLAN PAGE DETAIL PAGE TO BE VERIFIED 0-CURB(TYP.)\ ',1R 2.< Y` 1 DRAINAGE E .EMENT _ �D \ r180EX �.' ,\f \ ••OPOSED FIR ERIA!CE J{-t50D 'yt} 1.� VVV 1 UN W/DDCV- E TO 104 i ?y��Y\v'-ti ''�,�yj�'• ,��,"1',('7' ,K.K, —i-/1`'-IA— — - BE Dr.ERMINED op PROPOSED ELEVATION { i`� �� L y�./ J,�M }Jr -�i_. _ s S STU1 \ o DIRECTION OF FLOW �, { \! � T' I-, _/. ,,> L \ I m �A1 EXISTING ELEVATION CD \,�`r �SOLF'A5. D,PE11 Y w�. / ®,�• BIKE •A 17.80 //. DENOTES AREA OF PROPOSED A ti < /�e,O DX L ..t r �j � CA'..,., f - e 4 v 15 00 ASPHALT PAVING '� — a <�' :.-5-, T�r + �' •Cl+ \�'�C' ^�:�I/'$ 1 Y ± \ `-, DENOTES AREA OF PROPOSED ,-a �•+ a i .t �- 8 ; \ I-'r/1 MILLING&RESURFACING OF (1. �;•1 O _ ®1EXISTING ASPHALT a / JI z ` PROPOSED 48LF 15"HDPE \ W PROPOSED) /' ,CE I,• ��. D-CURB(TYP.) m ®DOE \ DENOTES AREA OF PROPOSED C.J M-d D-CURB (TYP.) �'/ •` 1 /!> 18.8 ', 431° \ I I CONCRETE G:.H �^ r^1FJ- u� 1 ,�•,�•et,., L•t�Cl DENOTES AREA OF PROPOSED < MECH.• �� r, 11 � I II \ f`\' 1 PAVERS Q' Q I� Q,, ❑ ( .ROOM.. !! �\ \ = U W ^..^•^"^�•'^`. �F . - I FIJTRY I'E S m \ PROPOSED CATCH BASIN A I_ I ,• • ' - ' 'lye• Jf/1— `/I/- /i,/" - �u BY, _; \ a _ I/ If r'//yJ/c �!= HOPE HIGH-DENSITY POLYETHYLENE PIPE =' ////� //�L//,(�/-//'8S ' `•\ _ \ DENOTES 15•PERF HDPE PIPE IN r~•4 p+ Q' /////%1///f fV 1� ; •.;i a1,'iv•`tiT` ,�:'• I �c' - 6'WIDE%3'DEEP ROCK TRENCH _z 1--1 a' o .•tx ❑ :. Ni/Ti 1 Hr, f I///11P"V/ / .tom 1 I' :YS �"• ': E, \ \\\\ (BOTTOM EL=14.00) > Ag ,CO!j'9WPii.//r, ''(<-r , ',/,,..... /... - 75 - - \ 6c-1 STRUCTURE.00 AM ELEVATION NUMBER (., /-. Q +m 0 -/r //J/,"�/r // ./� +`..: ._.'_. '_- ''' .. o S o f // a it -� I N r \ 3.50 INVERT ELEVATION OD 6 O /f�f /%,�e f Rc i.�, ice %'t •�t m U)_ o \ z m El? O /�/ / f �jQ // / '}(/r/. `f//:f.-1. �� `r / / i '`N \ T PROPOSED WATER METER F m 1/{"/J//////r/ /r/rr I////{r B15/ v \ O EXISTING MANHOLE ] pa PERIMETER BERM /f�� f-`fr"{J r J///fJ/ '• <C z \ C.O. SANITARY SEWER CLEANOUT m o�� MIN EL=18.10' NGVD /`///'1 '-PEe'' ��4 8� , J// ` \ SINGLE SANITARY SERVICE WITH Oz ///!/'�PF®/1>OZ. P , ;t�/f/, /f \ t CLEANOUT C g („)i4� _ 'PA/y /f / + + QNu m ❑P 14... WX//z://- .4.4' fROp SED OA ` J'�/I/ .� f _ o I 51 m \ ONo E•'-m E. f/DRAINkGE:£A E.NT=/ i/ /%`/f� //i '•.'-• m ' \ Ot1 W'c 8 r,,,,,,/f///i�// 14 JJ//'/ ///,! 2 \ NOTE: ALL ROOF DRAINAGE TO BE cw" z`o ///1// f/J/ 4ts �j///7 f/`•' ,,e, \ COLLECTED THRU GUTTERS AND/ORWQ O//� / / //,v!' `I'' I > ROOF DRAINS AND CONNECTED TO —=<3' // ///f///f r /r/' //// r UDNERGROUND DRAINAGE SYSTEM >"`>o ❑ //,�1 � /I= ///f/// ' Ril m II / VIA ROOF DRAIN LEADERS PROVIDED Z$u'2 \ ._. _ $ .• : _.. '4%4„� /, J%//_/�4 ' Imo` oo PERIMETER BERM / 8n� '�=t ,A?r /, l""I MIN EL=18.10' NGVD / NOTE: CONTRACTOR TO FIELD Ea ' t. Ts-. 0 0.07./ 5 ELE_, -_�_'•• ��' r- /=/ f/-r"r f,r '' •' 'al I VERIFY EXACT LOCATION, SIZE, AND CD TAIR_ V �_ /i / i 1 / DEPTH OF ALL EXISTING UTILITIES .5 E; . /2 -ROOM ` / /r'/J/rr'/ "M.,' '� / AT TIME OF CONSTRUCTION AND L-7 II I = if /; 'j// /fi/�/�r/� o �� = s m / REPORT ANY DISCREPANCIES TO z 0. -'�-= 6 rmo 2/ ' '!'i- // '" / ENVIRODESIGN ASSOCIATES, INC. z i i18.06, /.. - 1\ _ _ '' --- -a ‘, ,. I) 7 / CALL 48 HOURS BEFORE YOU DIG. i s \\ //� / IT'S THE LAW DRAWN: Ll y� at- I 0�� / 1-800-432-4770 M.T.J. BERM BERM BERM BERM—BERM—BERM / CHECKED: u! +17.9 _ - +17.7 r, 17.9 r-y r�—�._ 1Z9 +t'.2 J.A.P. L J SUNSHINE STATE ONE CALL OF FLORIDA,INC. 10-000' - � mmig I QI�a I `r'11'0 ai' SCALE: 1" = 10' DATE: -5 0 10 20 9/07/16 - �1V ...—� t 7.7 17.7 +17.9 5 15 JOB NO. 1 I 15042-ENG LOT 20,BLOCK 11 LOT 21, BLOCK 11O COPYRIGHT 2015 BY ENWt00ES01 ASSDOATES,INC. cy I I Know what's below. Tws DURING rs FRONDED FOR rEoawraBµ PURPOSES ONLY. SHEET NO. UNLESS SCAM u:0 SEAEED BY♦REOSTERED PROFESSICAAL iJ I I Call before you dig. EacwEER REPREsu nRc ENw 00ESGNASSOCIATES.WC. 1 OF 7 J • o . HANDICAP SIGN F1P-21-O0- CURT RA I, AW)FTP-22-06 DB CUT PER F..O.T,INDEX NO.3D1 ?La 50' R/M j PRECAST / 1• 4 o: WHEEL STOP -SNEWALK Elk 25 25' 18" WHITE ----s.as rn. YAWL'S VARIES '" -, PRECAST I .11-.. \\ 1- N 1' 0' (7 um.) 11'or 12' 11'or 12' (7 LIN.) 5' 1' ///---A'BLUE I EEL STOP �_-_ \ �_ 33398 SWAALE OO SOD n / STRPE III a \ Mns SWALE / BLUE .YL sums 2...'wl j >rw.� P� ,3. 0 A' L n W •HANDICAP �.2N000 OW . .. _ ¢ N mMiITE ,A BOL T-" � 7 HANDICAP p- w �•.'5' / '-STALL RAYP T y-b .0 1t 11.i£ut)f oS N WHI Y K m (3)6' IN. n �+?� 611N. -y �_• •I-. WHITE -_ :� BASE ____I-'`. CHEVRONS T • i / ENALLY � SUB-GRADE :`•i•J �/ , SPACED --�• •~'` ��s 5'CONCRETE 6'STABILIZED SHOULDER/5'CONCRETE -svxvw.K. (50 P,S1.F.B.V. SIDEWALK, b t v H'3g W 1 THX(6•THICK ) 1 TIHK,(6'THICK 8'-0" I I 9'-0" I 12'-0' I 5'-D' "Z. 5tl- rSXy AT BRVEwAY AT DRIVEWAY RAW - PA J la�E?5 0: &INTERSECTIONS) &INTERSECTIONS) CONPACT STANDARD AREA F^• SPAS SPACE TAIL E10 0• 8'-0" 2' 3 N. \S` 1\/^3 < PAVEMENT SPECIFICATIONS /yyyy ` ` ,•,J!((` U ' PAINING STALL DNNEN90NS _ wEAWNG SURFACE 1 1/2'TYPE S-M(2 LIFTS)SEE NOTE 2 STANDARD 91 18' s rw...\ isms>rrs I s• 8'UNFROCK OR 10'CRUSHED CONCRETE COM COMPACT 6D 16' trig. (^�1 8"- \ b 8 1 Q BASE PACTED TO 98X MAX DENSITY PER AASHTO T-180. HANDICAP 12's 18 PLUS 5'RAMP AREA 51„;S�9 y Iv R o PRIME&TACK COAT PER FOOT SECTION 300. •NOTES I.'YF-rw`Y r 2�_ \ 6'' C J S' 12'STA9ILIZED(75 P.S.I.FEW)AND 1. ON VOLT C0.0RED SURFACE LE CONCRETE ALL HANDICAP MARKINGS SHALL ..s,.sDaB MI lilt tl SUBGRADE COMPACTED TO 98%MAX DENSITY PER BE BLUE AND STANDARD PARKING STRIPING$HALL BE 3'TORTE WITH y„W�� ` �s.susm• �, �< ZrA AASHTO T-180. 1-BLACK BORDER s v 1 . �'W^ ...,.1 .s.Ws vas,.� _ T- Xy, 2. ALL STRIPPING'MTNN PUBLIC RIGHT-OF-WAY SHALL BE 6 INCHES. II IL PSI b -_ 48 NOTE: 3. ALL MEA SUREMENTS ARE FROM CENTER LNE V I 1 `II .o-A. i W = I.VARIATION FROA IAATERIAI SPECIFICATIONS WLL BE CONSIDERED W A CASE BY CASE BASIS BY THE are ENGINEER. 1. ALL COMPACT SPACES MUST HAVE"COMPACT'STENCILED ROTH BLACK PAINT •6• II I ,r-\- I . -)_'� = OGs 2.2.0 JET SHALL NOT TO BE PAVED UL M CONSTRUCTION ON WHEEL STOP. JJ 1 1'" 5. BLUE STRIPE&N C SYMBOL AND WALKWAY ON CONCRETE •K Cm a l� vEHIClES ANO ENIPYENT HAVE COMPLETLTI WORK / 1rb _ �� -�.suns nr-� .... 3.STABILRE SMOULDER TO 50 P.S.I.F.B.V. 6. 24'STOP BAR BETWEEN ALL PARKING LOTS AND PUBLIC R/W SHALL BE !,. \ 8 THERMOPLASTIC AND PER FOOT SPECIFICATIONS AND STOP SIGN R1-1 • s' TYPICAL 50' R/W SECTION WITH SWALE TYPICAL PARKING SPACES I�: P I DETAIL RT 1.1b (1 OF 3) `" DETAIL RT 4.20 TYPICAL PARKING SPACES (2 OF 3) RT 4.2b C4 0 CXN 0.EAN AND GRADE W MEET Q GRADE 2.N0.1 BAR PLACED �" SA/SCRAM MIN,95x 1 1 UNLESS OTHERWISE CO ON PAVEMENT SIDE 24' SAW NT�s 1�.12• SEE TIP.SECTION EDGE 1 MAX DENSITY PER /"PER FT-ROPE SHOW n WEARING SURFACE 12" 1 •12" BARING I I FOR NEW BASE RADIUS AASHiO i-99 \ _-_I\ a n� If WEARING AND ASPHALT? R/W LIRE - 3/1•R P.T. P.T. T'ff-A- SECTION A-A 55 I CONCRETE F y _ JCNT \PER SECTION 315. W W ti S-0 /W LINE SPEOFIDATONS Q O -�i "%/ STABILIZED I. � IA/2E0 R T 3000 PSI MIN. U w. 2" SUBGRACE SIIB(RADE NEw EASIG ~_- ^ EXISTING EXIST.ASPHALT SW. SW Q CONCRETE VALLEY GUTTER ASPHALT$BASE TO BE REMOVED, r- P.C.A z F HEADER CURB NOT TO SCALE 8 RAUP TYPE•A•JOINT EO.P. 0 E-I U NOT TO SCALE NEW CONSTRUCTION PAVEMENT JOINT INOE XID30 TYPE-B•JOINT PLAN 04 1•7•1 NOTE^A WITH DETECTABLE J T 10 CENTERS. THIS METHOD CF PAVEMENT JOINT SHALL BE USED FOR ANY WARNING SURFACE '`•• 1 1�/8 rvc"IoDop APPLICATION'OR CONSTRUCTION WHERE PROPOSED PAVEMENT %' • 1/1•R. -1/2 iA i- ,^' .L AND BASE w11 BE CONNECTED TO IXISTNG PAVEMENT ANO 1/1"R. / 4J `r ,LN I I 2'R ssF�� I 1 V.R - n SURFACE BASE ' �U�ii /�i/-�''•(/ C1-I ANSV APING SURFACE ilk 3-R ,a�1~ SAw NT 3' 1-ASPHALT EXPANSION JOINT = I-� u 6 OR MILL�I MIN. I OVERLAY / MATERIAL PER SECTION ' W O m 6IMNsmowimilignagiSr � ALi I TYPE "A" 932-11 F.O.O.T.SID. TYPE "B" d CL W ®. JARIES %/////%%ari PAVEMENT 1 SPECIFICATIONS a I� q �ii%�"`rH s 324 R STABILIZED SIDEWALK JOINTS 21- SlBGRADE 1 GIN EASING NOTE:1.ALL SIDEWALKS SHALL BE CONSTRUCTED THRU DRIVEWAYS. F I e'_i STABILIZED ASPHALT 2.ALL SIDEWALKS SHAM INCLUDE ADA 000PUAHT RAMPS 0 INTERSECTIONS 0,SIBGRAOE NOTE,WHEN USED ON SIDE CF ROADWAYS, Z CROSS SLOPE OF THE GUTTER SHALL MATCH ALL SIDEWALKS SHALL INCLUDE CROSS ROPE AND FUNNING ROPE IN TO < THE CROSS ROPE CC THE ADJACENT ACCORDANCE WITH ADA 0109RREMENTi F.D.O.T.TIRE b" PAVEMENT AND THE THICKNESS OF THE EAST.ASPHALT FASTING 1.CURB RAMP DETECTALE wARNNG SURFACE SHALL EXTEND THE FULL WDM HE•1 vm LIP SHALL BE 6'MIN. TO BE REMOVED. BASE a ME RAUP AND 21'DEEP ,Dn' CONCRETE CURB TABLE OF SIDEWALK (n onNN F.o.o.r.TYPE'r TABLE OF SIDEWALK JOINTS Z ea- NOT i0 SCALE NEW OVERLAY PAVEMENT JOINT THICKNESS - T' CONCRETE RESIDENTIAL AREAS 1' TYPE LOCATION 0 o- CURB AND GUTTER NOTE: WTIN 10'OF GROSS-STREETS 6•,9' P.C.AHD P.T.OF CURVES C U 2,..2....... II AT DRIVEWAYS&OTHER AREAS qDP. "A" JUNCTION CC EXISTING& _ _ NOT TO SCALE THIS METHOD OF PAVEMENT JOINT SHALL BE USED FOR ANY NEW SXJEWALKS&EVERY 30' �y a ZQt o TABLE OF SIDEWALK 5'-0'CENTER TO CENTER ON m d a WLL BE TON E CONSTRUCTION WERE PROPOSED PAVEMENT N E F o4 _E NOTES: 1.ROADWAY SUBGRADE SHALL IN AU.CASES EXTEND BELOW CURBING WLL BC CONNECTED TO EASING PAVEMENT. WIDTHS - W' •B" m DI C E"1 B SDEwALIKS SCORED DURING SINGLE-EAMXY AREAS 5' PLACEMENT OR SAWCUT WHIN 3.__ 2.S AT 10'CENTERS SHALL BE MADE WINN 24 HOURS - 21 HOURS CC PLACEMENT. O U m OF CONCRETE PLACEMENT. Will-FAMILY AREAS 5' WHERE SIDEWALK ABUTS O9 ,917,.. OTHER AREAS AS SPECIFIED BY THE -A• CONCRETE CURBS,DRIVEWAYS, y CURB AND GUTTER SECTIONS RT 6.1 PAVEMENT JOINT DETAIL RT 7.1 Ott ENGINEER. .0SIMKAR STRUCTURES C A5 Z SIDEWALK CONSTRUCTION RT 5.1 WQ o r '.7). 0 m Q a7 7r-Uti°° Q..W I W d Me a " Tn oc`o L.- W ro` W z V a 0, Z W II DRAWN: _ M.T.J. CHECKED: ! CALL 48 HOURS BEFORE YOU DIG. ri J A P 811. IT'S THE LAW DATE: 1-800-432-4770 9/07/16 a ilp� SUNSHINE STATE ONE CALL OF FLORIDA.INC. JOB NO. ESI 15042-DTL Know what's below. 000PYRIGHT o.,2015;MO WED�FEW mr°nRT°pATIONNALi PURPOSES ONLY. SHEET NO. Cr� F, t UNLESS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL UII T'BfOFe you dig. ENGINEER REPRESENTING CNVIRODESKRN ASSO(2A1E5,NO. OF 7 m 1 PAVEMENT MARKING SPECIFICATIONS All Pavement morkings to be instilled per these typicos. Pons and speclficotbns•and as directed by the Otyee Engineer and shall conform to the requirements of F.D.O.T. n and the monad on uniform traffic contra devices.(MUTCD). ALL PAVEMENT MARKINGS PERMANENT MARKINGS An paved surfaces&hail be properly marked prior to the haws of darkness. Installation: - All marlines shod be installed by the extruded RAISED PAVEMENT MARKERS methoa • - Mwkngs shod be free of deo.es,bows.aria; - RP.M.s snail be metalled on all lone lines and drags,and other degrading items. centerline,spaced at 20'or AO'. Chdk shod be used for ill layout markings xx Moterioic - meeting shill be a 4 A 4 type class all marker Li - AL moterids shod be okyd or hydrocarbon meeting FD.O.T.specifications and Nod be approve thermoplastic meeting all FOOT specif ohms. by the QV Engner prior to use yy vi 6 Thickness: - R.P.M.'s shod be installed using apyd ( ) - All markings shod be nsloded to yield 90 mils thermoplastic onasphol and epoxy oncon.ete. r - u of nwlrid measured above the pavement surface S 5 OTHER NOTES • u Spheres: Reflective glass sheres we to De oppied to ill Ad Materiels within t 1 aid De \ stripes and snotnes per FOOT specifications. - ri91'-°-�°y M' AIle node Molrid: thermoplastic and per F.D.O.T.specifications T� STAriARK'corking tape.w equiwlmt may be used, - Pavement marking within orivote p.n.;lots may L(SEE!000!010,!!I !4.0o OCK o ti s oppr°ve Crdirrted by Use City Engner, be panted°scwdng to F.D.O.T,specifications.except (SEE NOTE 1) (SEE NOTE 2) BEDDING Layouts a for ad stop Dors adjacent to pudic rifgt-of-way. - Layout NW be mode using'corking shod - It is rec ded that muffing layout be inspected by the City Engineer prior to the placement of i rind makings - TEMPORARY MARKINGS Temporary markings moy be used only as specified in this NOTES: h section,or as approved or OP voted by the City Engineer. 1. BEDO9:G DEPTH SHALL BE 10"UNDER DRAINAGE 8n _ find Pavement Swlacc STRUCTURES AND 18"UNDER SANITARY STRUCTURES - Only foil backed marking tope is Wowed. OW < All tape shill be removed cmarr<nl withrm ingg plohm 2. ROOK SHALL BE WRAPPED IN FILTER FABRIC >? Qi¢ pment'cok pdacemL W THAT MEETS THE RE +REMENTS OF F.D.O.T. O Other Pavement Surfaces: SPECIFICATION SECTION 985. iM' - lntermediole povernent surfaces may be marked with FOOT approved motrids.designs.and specifications. PAVEMENT MARKING SPECIFICATIONS RT 8.10 PAVEMENT MARKING SPECIFICATIONS RT S.1b STANDARD BEDDING D 3.1 (Sheet 1 of 2) (Sheet 2 of 2) O G. B" A e" INLET DIMENSIONS GRATE MAX.PIPE SIZE WALL"B" ivj_ _IL-1/a"2-t/�I_I ._ ,A 101°C TYPE r •sI L� 10'-D"Ml, <' Q A B WALL A WALL B f� C NCH- 0 ry 'C 2'-0" 3'-1" U.S FOUNDRY 15" 24• I.sLA-: WpLL•A•1 INLET OSvkTION ` 6-D• [3� 1--1 No.6212 R.C.P. R.C.P. IIIYI,,��■II (SEE PLAN) I MAwHELD WaDiH I Q O 14 D.S.FOUNDRY 24" R.C.P. J %//L%///////////////J/// G:a r, [s. No.6290 R.C.P. C.P. 1� U 2 1 �/a L ` 1_1 / 100X TOP OVERLAP kJ HK U.S.FOUNDRY GRATE#6290 ' r TTOP OF TRENCH Tt-/TA7 Y:ate'-'^j - 4 nit 1TOP OF TIroNCN • 10pX TOP OVERLAP . .-. 1••-•1 W OR EWAL (TIP) 3/a ASHm _.' (TYP) U.S.FOUNDRY GRATE PLAN SECTION t6.25 FT N0,17 oR _ -°.d°.°iT._Yi.�n= ///�� 16.a FT N I j� 6' 0 < /6212 TOP OF PPE TOP OF PwE 1 ,�' Q OR EWAL 8• g 8• (TYP) 15 (� 15" PROPOYp (TM ( 15'• W LRATE GROUT CONCRETE !DIAMETER DIAMETER STRUCTURE i. /� o e _ w -. OAMETEA r Q W I I PERFORATED NON-PERFORATED •RFORATED WR -i 2-T/a' 2-1/a�-I I-I COLLAR TO hD.P.E KD.P.E HET P.E. W/GN COLLAR BAY- 15 DO FT NGvD APPR ED A CONTINUOUS INYERT(TV) �p 3 .2'.• �5.00 FT NG r APPROVED EO:uv. VV (, 2c&SAY .m ---- �, vERT(TYP) .•. a' FILTER FABRIC W v � �es o bs3/a WASHED RROOCK9. a r]/a'wASNm R0p(1y a, s z F-1 r:za ix �o 0 la.Do FT AMA re C"-"�::'4 .. ' E= a kuFl TaaH w ,.DD Fr Nov • --- :<';f Qo o np. I Oo TRENCH)TTO0 APPRR ED EQUIVALENT TRENCH BOTTOM -1 r7 e CQ to 00 = No. 12 BARS 11 00 FT NW, v 11.00 FT NGw 00 EACH WAY ^^ CONTROL ELEVATION a �I c g CWTR0.ELEVATION En 0o O •UNLESS OTHERWISE NOTED ON PLAN \` Er SECTION •SEE TYPICAL BACKFILL DETAIL GU 2.1 •UNLESS OTHERWISE NOTED ON PLAN Z TYPE "C• TYPE •E- INLET DIMENSIONS MAX.PIPE SIZE E. am TYPE A B GRATE TYPE WALLA WAu B PERFORATED PIPE TRENCH PERFORATED PIPE TRENCH a I 'C 2'0" 3'1" ONO.62102'Tr N.T.S. N.T.S. Pn ohry NOTES: U.S.FOUNDRY 21 35' Z e9o� 1.ALL GRATES SHALL BE SUITABLE •E' 3'0" 06" N0.6290 R.C.P. R.C.P. d-sp FOR N-20 LOADING 8_`o� (to(ptwAY TRAFFIC LOADS) NOTES: 1.INLET TO BE PRECAST WIN CLASS'A'4000 P.SL CONCRETE C ii - 2 WHEN INSTALLED IN PAVEMENT 2.ALL EXPOSED CORNERS AND EDGES TO BE CHAMFERED 3/4". �Id ra lit OR WITHIN 6'OF PAVEMENT 3.12'DIA WEEP HOLE REOUNED ON AU.STRUCTURES WHICH 1 m 8 F.0 o LL - USE U.S.E.4160-6210 HAVE A BOTTOM ELEVATION ABOVE THE WATER TABLE EXCEPT m IN WELLFIE7.DS Q- 4.18"SUMP REWIRED IN AU.DRAINAGE STRUCTURES 20, W 2 0 S.SEE BEDDING DETAIL D 3.1 5 N is a'i • 6.ALL STRUCTURES TO BE 4 SOED ANGLE SHOULDERS 6.T�EDGE a'PAVEMENT W Q O 0 L. Y g TYPE C & E INLET GRATE DETAIL D 6.1 TYPE C & E INLET DETAIL D 7.1 I 6 V <3 'Gt >M>o z.0�e �] O O G W I TYPICAL ON-SITE PAVING SECTION CO o L' N>5 ® 1-1/2"TYPE 5-M n OSE.(TWO UFR) Z•l`au Pi OR 1-In"TYPE S-1(ONE-UPS) L) Q 8"UMER01 O.BAY COMPACTED TO 98Z MAX W DENSTY PER AASHTD T-160.PRIME t TAOL z 0 COAT PER FOOT SECTION 300. .7 O. 7' © 12'COMPACTED SUBGRADE COMPACTED TO Z 98Z MAX DENSITY PER AASRTO T-160. [a) - DRAWN: M.T.J. _ CHECKED: ,I CALL 48 HOURS BEFORE YOU DIG. J.A.P. IT'S THE LAW DATE: 81110 1-800-432-4770 9/07/16 ��01 SUNSHINE STATE ONE CALL OF FLORIDA,INC. JOB NO, 77 15042-DTL Know what's below. O COPYRIGHT 2015 BY ENNUODESCN ASSOCIATES.INC. 1H15 DRAWING IS FRONDED FOR INFORMATIONAL PURPOSE'S ONLY. SHEET NO. • Call before you dig. UNLESS SIGNED AND SEALED BY A REGISTERED PROFESSONAI ENGINEER REPRESENTING ENVWODCSGN A5500A1ES.WC 3 OF 7 0 1 PAVING, GRADING AND DRAINAGE NOTES GENERAL NOTES . 1. ALL PAVING AND DRAINAGE WORK IN THE PALM BEACH COUNTY(PBC) 11. ASPHALTIC CONCRETE SURFACE COURSE SHALL BE IN ACCORDANCE WITH SECTION 1. CONTRACTOR SHALL PROTECT ALL PERMANENT REFERENCE MONUMENTS AND TAKE 11. ALL UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF RIGHT-OF-WAY SHALL BE CONSTRUCTED IN FULL ACCORDANCE WITH THE PBC 334 OF THE FOOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE ALL PRECAUTIONS NECESSARY TO AVOID SURVEY MARKERS DURING CONSTRUCTION. THE LOCAL UTIUTY. LATEST STANDARDS. ALL PAVING AND DRAINAGE WORK IN THE FLORIDA DEPARTMENT CONSTRUCTION,LATEST ADDITION. THE THICKNESS OF THE SURFACE COURSE SHALL CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OF PERMANENT REFERENCE OF TRANSPORTATION(FOOT)RIGHT-OF-WAY SHALL BE CONSTRUCTED IN FULL BE AS SHOWN ON THE DETAILED DRAWINGS. MONUMENTS DISTURBED DURING CONSTRUCTION, AT NO ADDITIONAL COST TO THE 12. ENVIRODESIGN ASSOC.INC.SHALL NOT BE RESPONSIBLE FOR THE SAFETY OF THE ACCORDANCE WITH THE FOOT LATEST STANDARDS. OWNER. WORKERS OR THE GENERAL PUBLIC. CONTRACTOR SHALL BE RESPONSIBLE FOR 12. ALL CONCRETE SHALL DEVELOP 2500 p.s.i.(MINIMUM)28 DAY COMPRESSIVE PROVIDING SAFETY TO THE WORKERS IN ACCORDANCE WITH OCCUPATIONAL SAFETY 2. COMPACTED SUBGRADE SHALL BE COMPACTED AND MEET THE DENSITY STRENGTH OR GREATER WHERE NOTED ON PLANS.CLASS I CONCRETE SHALL 2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING &HEALTH ADMINISTRATIONS(OSHA)REQUIREMENTS AND THE SAFETY OF THE REQUIREMENTS AS DETERMINED BY THE AASHTO T-180 SPECIFICATIONS. SUBGRADE CONFORM WITH THE FOOT SPECIFICATIONS,LATEST EDITION.CLASS I CONCRETE USED UNDERGROUND UTILITIES WHETHER OR NOT SHOWN ON THE PLANS.UTILITIES SHOWN GENERAL PUBLIC. SHALL EXTEND 12 INCHES BEYOND THE PROPOSED EDGE OF PAVEMENT AND/OR 6" AS PAVING SHALL DEVELOP 3000 p.s.i.(MINIMUM)28 DAYS.COMPRESSIVE ON THE PLANS ARE FOR REFERENCE ONLY AND MAY NOT DEPICT ACTUAL BEYOND VALLEY GUTTER.TYPE"F"CURB&GUTTER.OR TYPE"D.CURB.SUBGRADE STRENGTH. LOCATIONS. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES FOR LOCATION AND 13. ALL MATERIALS AND WORKMANSHIP MUST BE IN ACCORDANCE WITH THE LOCAL SHALL BE 12 INCHES THICK COMPACTED TO 98% ACCORDING TO AASHTO T-180. DEPTH OF THEIR LINES PRIOR TO CONSTRUCTION. UTILITY STANDARDS AND SPECIFICATIONS. ALL MUCK.STUMPS,ROOTS OR OTHER DELETERIOUS MATTER ENCOUNTERED IN THE 13. PAVEMENT TRAFFIC STRIPES AND MARKINGS SHALL BE IN ACCORDANCE WITH CITY PREPARATION OF THE SUBGRADE SHALL BE REMOVED COMPLETELY FROM THE OF DELRAY BEACH CURRENT STANDARDS AND/OR MANUAL ON UNIFORM TRAFFIC 3. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR THE 14. THE CONTRACTOR SHALL CALL SUNSHINE 1-800-432-4770 48 HOURS BEFORE CENTERLINE OF THE ROADWAY TO A WIDTH OF TEN FEET BEYOND THE EDGE OF CONTOL DEVICES FOR STREETS AND HIGHWAYS,AND/OR PALM BEACH COUNTY DEENERGIZING OF POWER LINES AND/OR HOLDING POWER POLES DURING DIGGING FOR FIELD LOCATIONS OF UNDERGROUND UTILITIES. PAVEMENT.IF SUBGRADE IS REQUIRED TO BE STABILIZED. THE REQUIRED BEARING TRAFFIC DEPARTMENT TYPICAL T-P-10-001,WHERE APPLICABLE. CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. VALUE DETERMINATIONS SHALL BE MADE BY THE FLORIDA BEARING TEST,TEST 15. CORRUGATED ALUMINUM PIPE USED BENEATH PAVEMENT SHALL BE IN CONFORMANCE ,A METHOD"C"OF AASHTO T-180 SPECIFICATIONS. 14. SEQUENCE OF CONSTRUCTION- THE SEQUENCE OF CONSTRUCTION SHALL BE SUCH 4. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR THE WITH SEC.8.24.E.5.i g THAT ALL UNDERGROUND INSTALLATIONS OF EVERY KIND THAT ARE BENEATH THE REPLACEMENT OF TRAFFIC LOOPS IF DAMAGED DURING CONSTRUCTION AT NO s 3. SHELLROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 250 OF PAVEMENT.SHALL BE IN PLACE AND HAVE PROPER DENSITY PRIOR TO THE ADDITIONAL COAST TO THE OWNER. 16. ALL CONSTRUCTION ACTIVITY.INCLUDING TRENCHING,IS TO BE A MINIMUM OF SIX s THE FLORIA DEPARTEMENT OF TRANSPORATION STANDARD SPECIFICATIONS FOR ROAD CONSTRUCTION AND COMPACTION OF THE SUBGRADE FEET FROM THE BASE OF ANY TREE THAT IS DESIGNATED TO REMAIN. AND BRIDGE CONSTRUCTION,LATEST EDITION. THE THICKNESS OF THE SHELLROCK 5. ALL ELEVATIONS REFER TO N.G.V.D. 1929.MINIMUM FINISHED FLOOR ELEVATOR FOR BASE SHALL BE AS SHOWN ON THE DETAIL DRAWINGS AND SHALL BE COMPACTED 15. INLETS AND MANHOLES- ALL INLETS AND MANHOLES SHALL BE CONSTRUCTED IN ANY RESIDENTIAL STRUCTURE SHALL BE SET AT OR ABOVE ELEVATION TBD(WHICH 17. ALL LIMEROCK AND BASE MATERIALS SHALL BE REMOVED FROM THE PLANTER TO A DENSITY OF 98%OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO ACCORDANCE WITH THE FOOT SPECIFICATIONS.LATEST EDITION.AND ROADWAY AND IS ABOVE THE 100-YEAR FREQUENCY STORM). AREAS/ISLANDS AND REPLACED WITH APPROPRIATE PLANTING SOIL PRIOR TOT THE T-180. THE SHELLROCK SHALL HAVE A MINIMUM OF 40%CARBONATES OF CALCIUM TRAFFIC DESIGN STANDARDS.LATEST EDITION,AND PBC STANDARDS LATEST EDITION, LANDSCAPING OF THE SITE. o , AND MAGNESIUM IN THE MATERIAL WHERE APPLICABLE. . 6. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION OR INSTALLATION AS REQUIRED BY THE ENGINEER OR BY THE 18. THE REMOVAL OF ANY TREE ON THE SITE IS PROHIBITED WITHOUT THE REQUIRED 4. LIMEROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 200 OF 16. GRATE ELEVATIONS REFER TO THE FLOWLINE OF THE GRATE. APPROPRIATE GOVERNING AGENCIES. PERMITS. i d THE FOOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. THE THICKNESS OF THE LIMEROCK BASE SHALL BE AS SHOWN ON 17. GRADES SHOWN ARE FINISHED GRADES. 7. CONTRACTOR SHALL BE RESPONSIBLE TO SECURE AND PAY FOR.AT NO ADDITIONAL 19. ALL MATERIALS AND CONSTRUCTION WITHIN THE FOOT RIGHT-OF-WAY SHALL THE DETAILED DRAWINGS AND SHALL BE COMPACTED TO A DENSITY OF 98%OF THE COST TO THE OWNER. ALL NECESSARY PERMITS, FEES AND LICENSES. CONFORM TO THE FOOT DESIGN STANDARDS FOR DESIGN.CONSTRUCTION, La MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. 18. MINIMUM ROAD CROWN ELEVATION SHALL BE EL.TBD'N.G.V.D. MAINTENANCE AND UTILITY OPERATIONS ON THE STATE HIGHWAY SYSTEM(LATEST S-. • 8. CONTRACTOR SHALL BE RESPONSIBLE FOR GIVING THE REQUIRED NOTICES AND ED.). gil 5. MUCK AND PEAT- IF MUCK AND/OR PEAT ARE ENCOUNTERED IN THE ROAD OR 19. REINFORCED CONCRETE PIPE- THE PIPE SHALL CONFORM WITH THE REQUIREMENTS COMPLYING WITH ALL PERMIT(S)CONDITIONS. X,n - PARKING AREA,THEY WILL BE REMOVED COMPLETELY TO A WIDTH OF TEN FEET OF CLASS III OF ASTM C-76 AND WITH THE FOOT SPECIFICATIONS,LATEST EDITION. 20. LANE CLOSURES WITHIN THE FOOT RIGHT-OF-WAY SHALL BE LIMITED TO THE HOURS _W BEYOND THE EDGE OF PAVEMENT AND SHALL BE BACKFILLED WITH GRANULAR THE FIRST JOINT OF PIPE ENTERING OR LEAVING A MANHOLE OR INLET SHALL BE 9. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR THE HOLDING OF 9AM-3PM,MONDAY-FRIDAY EXCLUDING GOVERNMENTAL HOLIDAYS. MAINTENANCE W MATERIAL IF HARDPAN IS ENCOUNTERED IN THE SWALE AREA.IT WILL REMOVED TO WRAPPED WITH FILTER FABRIC PER FOOT SPECIFICATIONS. OF OTHER UTILITY POLES DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OF TRAFFIC SHALL BE PROVIDED IN ACCORDANCE WITH INDEX 613 OF THE FOOT ,...'3 - A WIDTH OF TWO FEET AT THE SWALE INVERT AND REPLACED WITH GRANULAR OWNER. DESIGN STANDARDS(LATEST ED.) i LL MATERIAL. 20. CORRUGATED ALUMINUM PIPE SHALL MEET THE REQUIREMENTS OF AASHTO M196 AND SECTIONS 125,430 AND 943 OF THE FOOT STANDARD SPECIFICATIONS FOR 10. ALL CONCRETE SHALL DEVELOP 2500 p.s.i.(MINIMUM)28 DAY COMPRESSIVE 6. WHERE SOD IS DESIRED,LOWER THE GRADE 2 INCHES BELOW THE FINISHED GRADE ROAD AND BRIDGE CONSTRUCTION.LATEST EDITION. STRENGTH OR GREATER WHERE NOTED ON PLANS.CLASS I CONCRETE SHALL TO ALLOW FOR THE THICKNESS OF THE SOD. CONFORM WITH THE FOOT SPECIFICATIONS.LATEST EDITION. CLASS I CONCRETE USED 21. MEASUREMENT OF THE LENGTH OF PIPE SHALL BE FROM THE CENTER OF THE AS PAVING SHALL DEVELOP 3000 p.s.i.(MINIMUM)28 DAYS COMPRESSIVE STRENGTH. 7. CLEARING AND GRUBBING-WITHIN THE LIMITS OF CONSTRUCTION ALL VEGETATION STRUCTURE TO THE CENTER OF THE STRUCTURE. AND ROOT MATERIAL SHALL BE REMOVED. 22. PIPE BACKFILL-REQUIREMENTS FOR PIPE BACKFILL CROSSING ROADS OR PARKING �y 8. GUMBO- WHERE GUMBO OR OTHER PLASTIC CLAYS ARE ENCOUNTERED, THEY SHALL AREAS SHALL BE DEFINED IN THE FOOT SPECIFICATIONS,LATEST EDITION.PIPELINE BE REMOVED WITHIN THE ROADWAY AND PARKING AREAS ONE FOOT BELOW THE BACKFILL SHALL BE PLACED IN SIX INCH LIFTS AND COMPACTED TO 100%OF THE 0 SUBGRADE EXTENDING HORIZONTALLY TO THE OUTSIDE EDGE OF THE SHOULDER STANDARD PROCTOR(AASHTO)T-99 SPECIFICATIONS. AREA. 23. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER THREE(3)CERTIFIED COPIES OF a 9. PRIME COAT SHALL BE IN ACCORDANCE WITH SECTION 300 OF THE FOOT STANDARD A CHEMICAL AND SIEVE ANALYSIS OF THE SHELL ROCK BY A STATE OF FLORIDA SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION,LATEST EDITION.PRIME COAT CERTIFIED LAB WHEN CONSTRUCTING A SHELL ROCK BASE FOR ROADWAY. Q A SHALL BE RC-70 OR ASPHALT EMULSION PRIME(AEP).PRIME COAT SHALL BE F APPLIED AT A RATE OF APPUCATION NOT LESS THAN 0.10 GALLONS PER SQUARE 24. PRIOR TO CERTIFICATION OF THE DRAINAGE SYSTEM.THE CONTRACTOR MUST PUMP 4.1 �+ YARD FOR LIMEROCK BASES AND NOT LESS THAN 0.15 GALLONS PER SQUARE YARD DOWN AND LAMP THE DRAINAGE SYSTEM FOR INSPECTION BY THE ENGINEER AFTER A W O FOR SHELL ROCK OR COQUINA SHELL BASES. FINISHED ROCK FOR THE ROADWAYS HAS BEEN INSTALLED. 1-4 10. TACK COAT-BITUMINOUS TACK COAT SHALL CONFORM WITH THE REQUIREMENTS OF CS THE FOOT SPECIFICATIONS, LATEST EDITION AND SHALL BE APPLIED AT THE RATE ET-1OF 0.08 GALLONS PER SQUARE YARD.UNLESS A VARIATION IS APPROVED BY THE Z W ENGINEER. a U d A a W CITY OF DELRAY BEACH GENERAL NOTES fil 1. ALL CITY OF DELRAY BEACH STANDARD DETAILS INCLUDED IN THE CIVIL PLANS U' b..-I (1, Q, PREPARED BY ENVIRODESIGN ASSOCIATES,INC.HAVE NOT BEEN MODIFIED FROM Z Q (�+ THEIR ORIGINAL CONTENT. 2. CONTRACTOR TO FIELD VERIFY EXACT LOCATION,SIZE,AND DEPTH OF ALL EXISTING Q W1 w UTILITIES PRIOR TO CONSTRUCTION AND REPORT ANY DISCREPANCIES TO -]., /. 4 ENVIRODESIGN ASSOCIATES.INC Fn 3. NO PROPOSED IMPROVEMENTS,BUILDINGS OR ANY KIND OF CONSTRUCTION CAN BE F. PLACED ON OR WITHIN ANY WATER,SEWER OR DRAINAGE EASEMENTS,UNLESS Z APPROVED BY THE CITY OF DELRAY BEACH CITY ENGINEER. F ,13 4. NO PROPOSED STRUCTURES SHALL BE INSTALLED WITHIN A HORIZONTAL DISTANCE "0 `p OF 10-FEET FROM ANY EXISTING OR PROPOSED WATER,SEWER OR DRAINAGE 0 onN FACILITIES,UNLESS APPROVED BY THE CITY OF DELRAY BEACH CITY ENGINEER. Z 8oe 5. NOTE: ANY TREES OR SHRUBS PLACED WITHIN WATER,SEWER OR DRAINAGE O .W EASEMENTS,THEY SHALL CONFORM TO THE CITY OF DELRAY BEACH STANDARD - C c 0 ZC` - DETAILS; LD 1.1 &LD 1.2 OSI ,.a 6 ." A25 Q.;4 6. ALL SIDEWALKS TO BE CONSTRUCTED IN ACCORDANCE WITH ADA REQUIREMENTS. 16t E.-m ALL SIDEWALKS NOT TO EXCEED 1:48 CROSS-SLOPE AND 1:20 RUNNING SLOPES. Us Z¢o - ALL RAMPS NOT TO EXCEED 1:48 CROSS-SLOPE AND 1:12 RUNNING SLOPES WITH O P=I O. MAXIMUM RISE AND RUNS PER ADA REQUIREMENT$WITH RAIUNGS WHERE NEEDED. j N s,�"�..it, LANDINGS WITH 1:48 CROSS- AND RUNNING-SLOPES ARE TO BE PROVIDED AT C lB ZO o. v TOPS AND BOTTOMS OF ALL RAMPS. WQ} wi 7. OTT OF DELRAY BEACH UTILITY DIVISION MUST BE CONTACTED AT LEAST 48 HOURS .00 PRIOR TO ANY SHUTDOWN AND/OR REMOVAL OF EXISTING WATER MAIN OR . :1. 8 I' SANITARY SEWER LINES AT 561-243-7312. al � B. THE EXISTING SANITARY SEWER LINE MUST BE TELEVISED PRIOR TO AND AFTER ANY SANITARY SEWER SERVICEa CONNECTION.REMOVAL AND/OR ABANDONMENT. a" y-c 9. UPON APPROVAL AND RECIEPT OF PERMIT.THE CONTRACTOR SHALL CONTACT THE a"°'� CITY OF DELRAY BEACH DEPUTY DIRECTOR OF CONSTRUCTION AT 561-243-7320 W WI D , TO SCHEDULE A PRECONSTRUCTON MEETING PRIOR TO STARTING ANY SITE WORK. Z 10. ALL WATER METER SIZES TO BE DETERMINED BY PLUMBING ENGINEERING OF RECORD 0n j AND SHALL BE CHECKED AND AUTHORIZED BY CITY OF DELRAY BEACH UTILITIES Z y DIVISION. W 11. ALL CITY OF DELRAY BEACH 2015 STANDARD DETAILS INCLUDED IN THIS SET OF DRAWN: PLANS AND DETAILS HAVE NOT BEEN MOOIFIED FROM THEIR ORIGINAL CONTENT. M.T.J. u CHECKED: CALL 48 HOURS BEFORE YOU DIG. J A P 811. IT'S THE LAW DATE: 1-800-432-4770 9/07/16 �`lipr,i, SUNSHINE STATE ONE CALL OF FLORIDA,INC. JOB NO. 15042-DTL o Know what's below. ° P mn R psMC ` oom,.i,44.INC.aosEsrq 05 Y, SHEET NO. Call before you dig. ENOEss NEExs'REPRESENYNG ENZ.49w°:70Aicso.FI,,sc"µ 4DF7i LUMINAIRE SCHEDULE .!, I I I I I \ I I I I I/ J __J___L__4_ ,/ PROPERTY UNE Ask) 0.1 0.1 0.2 O.5 ).1 "1.7 *2:1 9.0 "1.6 '1.9 'Ill 1.4 0.8 0.4 '.2- 0.1\ cat CUI ATKINS 9 rACHT SA ATOR-14sCRAW-11119501 TT-RS US EIKS-41115114s 0.90 0.95 MA .Tn.v D As Averoge 0.27 SII PM.-STEC 019.910-135.0.0911-R-4109-40.1e• 090 0.145 0.A 1.Taw a 0 I. *2.7 '3.8 *4.9 3.8 '2.7 9.%, \ 1.1.1rnurn-,2.1 Mini.. 0.0 1` Avg/Ign Ratio.•0.0 F IA TYPE TSAT-SSE 110.0 LIOSIRAIRC • 3.8 '8.4 5 '8.6 3.3 0.N \ 1.1ax/trin Ratio.0.0 , ge A umcc 150.11,3 SCR/CY ..1 \ O.^ i CATAL00.9 LAISTO-13314901.11/44-R-LCIP 0 FRONT PARKING K ... k_.. I1J .....4. CALCULATIONS 9 NIGHT KOIC-_. 12.0 10.9 8 '10.9 n1 .3 0.1 architecture.inc. 40.1-4-1,,TO RE RATED%1.1.11Tar. WTI PALMA DAY FACTOR. SA SOS.ARUM in sin's.a,12.0 FOR 10ALWACTURR.AIM SOCA RATER 1.0nimurn a 1.0 .;" Architect Planner and sAN .12.0 9.1 7.8 e9.1 "1 21\i*-CCSA 1.0 0.1Avg/ten Ratio-5.08 T Designer _. 33at/1Ain Ratio-12.0 ii AA-26002044 ',1! 205 George Bush Mtg. 7 - 0044CATE one,M.. • wet.ee....a46 suers 6.5 11.2 10.8 8.3 6.5 5.8 6.4 8.3 *10.9 11.3 6.4 "1 91' CATALOCI WOR-AA13)-10 WOO 0.1 'CI GARAGE ENTRANCE(66.-01 Dell:ay Beat_florida 33444 10.STE AT OA A r WO. CALCULA1/0111$0 DAY •• 90%14/9 ARIIM(14....1r.,o_soi i.1 Average..57.79 1 SOO • 1 rLus.AM OWE AS SW..99 ST .8 1 fi 7 fi 1 I 0.1 '4.1 0.6 "4.1 0.1 "6 4 "6 R 'A A - ..4 3 m ISSUED FOR PLANNING&ZONING 94 PEA MP.,AM LTS- PROWX A 1° IMAM.a 65.7 0 04PB)7.26.2016 il. WATERPROOF AAA.00%FOR 5111/09S. 1.9n1rnurn-50.0 MON. .i.i.- Avg/tEn Ratio 1.16 SUM '4.0 3.8 3.6 *3.1 2.5 .2.3 2.5 3.1 \ *3\ '4.1\..3 7 c0.0 Mar/l..Ratio.•1.31 VIMigi4iirelinAr 1 q,.5 11 zt BIDS 0 PERMIT 6.04gItTall.7.06Alt ;§. ......______ .6.12 GARAGE PARKING(NORTH SIDE) CON9rRuCnOr, ISsts-cm 1,er-al. TAT& rgrAr PULL ART. .19 5.5- '2.4 2.2 2..0.... 1.9 1.6 1.5 1.6 1.9(; '2.3 '2.5 ,p., rAl CIA KnONS M DAY OTTER-CL.CROP.no 9.0,1 1.11.0. r me=curt i2.6 V .--•:=,a„..I.-S-----ii,rillroc ., ,.2.„. PITM 00140 ATE '4 ....-- '1 --a Average ry 25.95 BASE TO A 4 /,... I N... 51.5 PLA000 PI PROPERLY ,uj - E-E. -.-•--' '-'LlIettleAL ISCAVATO)POLE a 04.0.11.4. / b.1 1.17nirnum=5.2 6-- 11109.011 d 'one M 00401.1104 CP I.P.19. • J_ 0.7 / 0 0 0 J 1 ALA' - ' .. .__L IS D.REITS.CORPATAWIS.1.10 / L. ,,.6y1 j- a-- U 1.. ... 0 / !",,It.'kC -' ...=_ Azi_ .. Avg/Ign Ratio=4.99 3 CAA...AAA LUMINAIRE & DIRECT BURIAL POLE DETAIL / ir / rr T 1/./1.4in Ratio.9.90 ,,,,,,,,,, 6T.9. / Ix 1 b.5 ill. 0.1 Al I t 5 ni, ff 0--_ '1_I ( h i 1. =-iiiimmia' GARAGE PARICNG(SOUTH SIDE) .- /..,‘C"..°,6,...‘3.,,,,,,,,,, CALCULATIONS 0 DAY = 0 ........ . r . McGRAW-EDISON• !7 1 r----- ....... --I =.1-8.2 *15.6 J., 2 51.3 55g4 54.6 50.3 '4 ,------ - 0.2 1.1 2.0 C.3/..4 4.9 57 6.1,-; 6.1 5.6 us.i......-52.7 • : wwwww.sasuswaaw.”*.sawasas-wasa - sesaa.ascaowswearerwww.:Twasaaws• awe Pler " I 1 1 I 1.1...• . ._. 1 . A WinInts.a 5.0 si .....................,....-.-...-..............A. --.99.... .. ... 1 JSB . SB . SB. E- 1_rj., 1 jsa . se s .1m Avg/Llin RetM e.5.16 ................:....................d...7=. ......... 6 I.__ 1.1aVIAln Ratio=10.54 ........1“,..,........................,................. -7... I I %. ''''.'. 3,I fe, -60 9 '65 0 '64 8 59 8 0 52.1 1 *I 6 *2 A "a 7 r 8.1 "8.E0 08.5 '8.0 '7.2 Ireeswnlied•PLIal. t 1 .- ,- P1 [16.0 GARAGE ENTRANCE(66.-01 C.1 ta2 curt motE toe.sunt/la n ",`,!am.a.q.-- ..................... ,..................... ................. .-_ ..,--,..--- -1 10.4 19.4 33.3 *49.3 88.2 62.4 *61.8 57.3 48.8 I . f :,.., ..,:_. _ i 1.7 3.2 5.4 7.9 *8.7 8.8 .8.8 8.6 7.9 CA1 COLA-PONS 0 NIGHT F- Fs 11.0...A...... WM.seleteen I...0..16.......... Mani.VW Oat me.,MY m...1......meat.V.S1.• ..--. I ,. I Averoge.8.14 Iti .................. ...............teter miall••••••...ms.60.01 - -.........,.•, I i i ... I --.. 1 6.0 MAIM.a 9.5 . PRIIIECT TITLE ...• 6.........1...1.*sr KM Ie.*Se 1,.......e.s. .. 4...e.esm.... J = "1 9.-•-"3 5-....'6 CY .-6,-,.13 0.1 •13.3,n 8.2 9.0 Si ' .T.-A• 7...0-• "2 0- •" mi..111‘1171=5.6 ""'••• r.....*=.7..t. trz:•„..=:.= --I, --k -I r '197...."19.5:...*33.1.. gfir . 56.5. .esss .56.4 *55.6 sa-*-6.- gz... *I,6- .9 s .0 u,................~........ ...................., E..etr_.,....-:r. r . - 1 r - - .....„.\1 ! PROPOSED Avg/MIn Ratio m 1.45 two.tote eon.*4.• tett:..wok...wt.mot ta ................a.tt rt.* r2t,...--'--i:='7, o 0 0 0 t tr'l MIXED-USE ................... ..................... ptl.::•,.-.-,:,==-;-.7= ii . .13.0 lAar/lAin Ratio r.1.70 .................t..... ...v....tr..... rum. pima••••ImelnIM opt. •estawansrees1.491 Twa basa w war saw rwaaw0wwwawwwww 1.4•494.1.01-11Awww. waw.A1fa...ww" TTTOPT1ER LED I 10.8 '19.7 33.3 *49.2 55.3 56.6 56.2 84.5 49.3 34.0 *20.2 .1 I. cp.0 *2.0 3.8 *6.5 9.3 9.4 8.1 *8.0 9.3 9.4 6.7 3.9 *11 t . EnII BUILDING .................... sawerVarlAwOnan .0.m...s.s.lor p.m. J GARAGE PARKING(NORTH SIDE) ,X OU re.............. Fog 9014174.7.1.4 •4040......met.....4 esnamle, .... . ".....".".""'ILre7r* ..*'7".:.•"'"."" ....**1.."?.....'""'. 11 I SB . se. J SB,„, SB. 0 10.0 1 ow..esscw i - 10.9 19.8 33.5 41E2 54.3 52.4 52.1 53.6 49.5 34.. 20.4 ......) LJ ^2.1 3.9 6.7 9,-... "9.5 '8.0 8.0 '9.4 9.8 '6.9 ".A.i ",..- 6 ..........--- ........._,........• ........ ......ettados......t.s. ............. co....attmle..4 tense. i 0.0.0 ,,,,,,ZUz.LAT1.04.1.:S.1 C.NIGHT L3 ,....................... . ••••••••.*•••o.n.o. . ....1......}.....s.e. Nem 5/ b.o " k.o.rn Ratio.4.98 el .....114:16l.....1 Fp,.:.••••} _'10.9 n19.8 33.3 48.6 *54.5 84.7 54.4 53.9 '4,A( 34.2/0.6 /11., _9.2 "4.0 *6.6 '9.3 '9.3 '8.0 '7.9 *9.2 "9/6.9/4.1 /9/./.3- 1 a gig 6.0 OVIII,S11.11.0.1,3111. L, -J 0 L, -I-J En 1.1./lAn Ratio 9.60 ... . .. ..c=I se =I se - 59 • .. :. . . . .. . r' -1 b.o r" i 1 '0.0 GARAGE PARKING(SOUTH SIDE) ............... ........... ....... f,ift17,ig,.t I -'10.9 *19.7 '33.5 '461 '57.5 '60.P *60.3 '56.8°"50.4 34.7 '20.6 *11.. *'2.2 3.9 '6.6 *9.9 '9.3 9.9'-S '7.8 '9.2 C19.5 *6.9 '4.1 "E.3 2:_,.........1....-7... j CALCULATIONS 0 DAY,--.... A a ? i 41. A ge-4.63 tit 0.0 I 0.0 ...,....g, .. F I -*10.8 *19.7 33.5 *50.1 58.8 63.2 62.9 *58.2 50.7 34.6 20.6 ..: *2.1 3.9 6.5 9.2 9.2 7.8 7.8 9.0 9.3 *6.8 *4.1 9-3E, L...-__I L-_-_J _:-::,..- -L. .:.--""=.--:.4":::" I I se SB S111 0 1 SEt Sill ] =1.0 3, Avg/Min Ratio 4.63 (3 11. Er:7'-..... - 0 . 0 , 0. .0 . .- . 0. .- 0.0 1.1./Ltin Ratio.9.5 '0.0 '10.6 19.4 33.6 "50.9 '60.2 64.8 '64.5 59.5 51.5 '34.8 '20.4 4-1. '2.1 '3.8 '6.5 9.2 9.2 '7.7' '7.7 9.0 9.4 n6.8 *4.1 12 ..c 1 M ,.... 8.0 o fro.° :il 22D E6LPRAALyMBCEA0 UcRTH, -J %.o • J I- !.,..M.. L-1 I -°.,.2 '‘. ... _. . . .. ._ ... J I SB SB SB . --Hr__I :51 7..--:,-7.....F.... '57.0 '61 6 '61 3 *56.5 .48 7 '32.4 .18 6 9 C9.0 .--- .7 '8.6 '7.1. '7.0 "8.4 '8.8 "6.3 3.7 0 1 IN oPo.c Au MM.APPROVAL it. [ ilij I r „A I. . - O.c 1A,E,NSONS RevMED 0.106)11.63 FMR raritc,No CooperUghting Ett] ,, .111, • .•2.7 80.5 84is 54.4 80.0 s&"43..3 '8.5 'lb../ Icr cp.o gE3 7.6 6.2 6.1 *7.5 se*7.9 'b.b '3.4 "I./ I MI Ell -1 M.9.Ery.ccre-rENTs. v..) 1..7LNIC.D.a.ce. MAYIP AT NC MARK1.45 "o. ............. - ......= SB .r-- - 0 0 I r _ ri:o.c = MACH SSW.,0.4126 . 3. . •2.8 38.6 .41.6 '41.4 *38.2 33.2 "22.0 '12.8 0 C 0.0 .9 8.8 '4.8 '4.8 8.7 '6.0 '4.2 *2.5 114 1 § 0 I • 4 i . , .9.5 23.5 25.2 25.2 23.4 'I 9.i 473 9.0- 2 [ 0.0 .3 3.5 3.2 3.2 3.4 3.4 "..t.i 1.7 d I 1 1 1 1 °2 LJ I *o.o LJ L__12.7 13.7 *13.7 12.7 '1.9 1.9 1.9 1.9 ....) o Li ,., 'o.o o.c 0 9 . . . .li 0 _ • • - - . . . . • - . • PARKING GARAGE PLAN - DAY CALCS PHOTOMETRIC SITE PLAN - NIGHT CALCS )i.- FitE NuuSER SCALE 1/8*-I-0* SCALE:lir.t-o• li a. DRArANC TILE Ac_ PHOTOMETRIC ,1 SITE PLAN A ,11 NOTE THESE DRAWINGS ARE PREPARED PER 8 .71 ESTABLISHED INDUSTRY STANDARDS AND 0 DATE 1 DRAwN 81 REPRESENT THE ENGINEERS DESIGN July 26,2016 I TYEC § CONCEPT.THEY ARE NOT INTENDED TO , .108 MAIM ".:-. . PROVIDE EVERY DETAIL OR CONDITION Ls 201517302/15045 F3 REQUIRED TO CONSTRUCT THE BUILDING. THE CONTRACTOR THROUGH SUBMITTALS ORAVANC 81.11/99t AND OTHER COORDINATION EFFORTS IS .., f. FULLY RESPONSIBLE FOR PROVIDING A COMPLETE AND OPERATIONAL BUILDING PSP-1 • 5 WHETHER INDICATED ON THE PLANS OR NOT. . N i. ^IYa•ab•^---- Ga4y.... aver M._awg and btorag.. F.Y'. .414 b W cLv w I,M P.hwtrA Nan• 4.ur.s Y r ow•torn Na paw b a rap"""r Tr L1.Ke o Awuay a a a refIly tap r.pr+baa D.Hearer d TrrM Par.brrW.mid Ora. 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"p '"Pr•P� nWrwariy W rye*rot.Ir.,root g�� rap pane..Nog office building ry berg and Mau a and mid rapt elan or»pa,;,y terra y,re r.a appyna.... .t...... defray beach Nana A..r.wa1 T44914.wa W Y swans W ga.d ..oN Iron Natbe. uulnrpYr.a koaawa h.pra. wart.to a pared Nsa (foreign our Mar uo Few n nl load.re b be r.Loco•r.r..94 dos fop d Fht. ashore w our lama ragout. flOClda A bta•l•g Par leuuw.6a w spa•.urea peal et be L .p Ara afar. wa.rr nor.tap Loa...s d.aL and hole.ON p lrv.eg f W w Wr..mw➢..an........hNy Near burro u rr p Pto paw.Ora lonersa.r a' bag... t.+er.Art.Day rt. Io nerd Na plea Ye b.t�ie.w par.par our poor to plan. Na err re..vet I.by d.944 ru •PP'ovy n'�l w+.up.rli w°ii.c.OP coo aairY acted be at and gam arts rot.mid..poll fhal loll _ _ L awed of ParM.. Cho... C.C.a...m .Mau r.Na nYl and sr M13 Flee and mom...a•web ��.a.coda,aN pwrbs.poryor. PLANTING. ® `P41�a GENERAL NOTES(U 42 pew. yraeba WY ball.•. A Year d or. AA dear.mid oter dpanable ..Weed a mida 44. nab, mid•Y Dr,EEdrg•idbee.•YraYr,erate.oamid rue ab r ' I. Ar o.114 ea. core...1 .ud sae read en saw. re rip 'pa ate....,awe Ia wWlmy re4,r..r y4Um w __ °P1mwa by Lrrr.pe MeloWUanab way u.Y W4•rVa� i.torW..r of•C�Ipmart..Mal1 Foils wmiN Mud.ad� s pwrg.w from Wpbwf..r q Lay.ue•.d+ Ay bro.aaat CV p.o.••u our Mace.and. 3....... IALL PLwbs To aE ricpa• I. MWO •y L•^raP pave rr aril., a.also.Yy4.Nr.an '�r put..'� PtANTD.M dn. .m•r r.u.haw w our dear WY D.Tal_r---Nay roe be erven u.11 all a....a (6l bpey%.d C.4Fy.Ceram WA WI 1 or t¢i,• !rued gam 3.1.10.411.... Arrea.all M 1.......... 1 Pant Rrocau4 my, b•au.. .`min` nap M-T obaw a Ye.etg.y•-rP- aworrwb.com In by..� n...Cora a cog.con.w p»d:..pY.Yr.,g...ri..rir� `e t+;•'= w.1.....3."" dove b� kar De.wNr•3P{•,nr�uYlb arrwity Naba 6 Farr Mk AY rr•IW Nd.rsW Ma Pe _ _ wfdAnwaT.taoe.e(.w tone...Ma span°and A'r i[K.... mid bpr.4bb. mid rued•Mall be In auto...a W kg... no log , f./.3. 8rf�lfteC{tfe/ IK root .. °.d lap N.Gorsesvalia.A.•fcr•u a er.oft coo..orb Iva w aw�y d W ea .l.vroY,a.pa.Ie.w n..rar r.by ,>�a peYnrg r°I' Y�IIIy-]-'• n6LaL ..Q emaraa ei aan il we. ad �1r.•t Na w Maw W aeon E w..I.a.p.,v NW rot be dlrul rw ado,a.rlea.x fenny Age,L appro.!by W trdr p. bE+.1‘...4 •+.a,..�.. ru AC we.vnarbl¢°a.. for MOT 1.1- `�rat. Y be .Mug by Na a.r or Wr r.pe..•Y.•. Ma.pier to•plenum O, �8 �r tea` 14°.`b`'arm*4 =w4A.seem ea wTu.M a Or wTTea•eras.. 601 n congress ave.sage 105-a sob and alga.w Ms W pole.at ro *41.. Groundcovers en waorrn.N �b r w.N.. 40.ww.e.t•.,"Ma a rror..w deposed at F.M goo.Mall on b.gn...n W dry MI Ora. (va O.ale N.Mad r boa tar red mid t :a MM.Pe. rtAw iTN.rrLL rut OS aturt..m To defray beach f bride 33445 stay door and Nall N •pawed by 3 On.r Warr e r gNrn .2r.4 all rr.mid Pau d s.eery.U4 To.C.iaf.e. LE.LUDO r Ave 6' r.q+.rn•.•.rawafFWYts.e..bbad Ear...ills a.Npa..dd.al..b.a odor. •,..nor w•arredd.4 r.Pe•••dy dI D.O.T.fowl ro been. maW Depose Agraaer ad.a. Gan rrpa.wut.pow to row 4- T ratio. o n.4.ory..Ill all.eddy an.r..erred law.. A L re•earl.rda°E 561-276-6311 f Nosey..Orly.pert P.4 Protean n bro...Tcx4°eniw A.L U'rfJx...O M.•Pl (.OoafEpeTM le face. partial ayAt yofor .err g.........n cc .3 4 sera... _ Yra4Ti•iO A.C.Da`frL 4FD NaM Mat Tor A N.poaaay fa Raebn mid r Le d Pr.Ta'a49 • •Y.L bell•••Y•a•ry d rrpo-.aYNm B.•lr..sr.Nsa..w ohs c.rr w➢a.pty by Pura xLt tits L1' IWNg topeoll..., .444.*g,and __ EImEDT.••••^^•e••IIlA1 CALPER 111.1.1.11.DO. Tea DOLL DEPM b corm 7.11.ramps.. doge or ltpry m...pantos(or W Mar.prop.pew rowan.by W corm at..b.pane. / brale as tr`..1 A.!LW.Le.....l Mae �T'�r sheet title 1-a• 1• roe ddw Fora-wp°Pwtr ~� Or Hrorla Par ruin Nall a passel agars oar. 'L':.... r�S�ro Ti4.844Ta0 to Al TEE4a i••P wlti.aw�r 1>34 a II.0 C,G•rrir M.To Of Ca. 4.0M.T U•LI• •bidder D.No..Aga.Ilsd.n.calDr rTCa.nm/• a TCamr....webslw.feyaa..elfWJob tbsep...e Owl°raga Ifwpwabars Cr r•• r -�r'xa trylap ILL]TLLLMaditTw OLN itielt eorIndR.sdwMTry.TO specifications LTD-3• 3]• Hidder pwaaa agave••nasal....g. a hPa4 try Mafia tr.....r rate • •r w•`r 'LOLL as To•et a Park Ia.ii./.Ara ].].• Hid.b _ m�r ap.N.rrr..d .4............ ._ -- - TO rata T.:Fer..da.....D.d...AAD details, notes 31 L. 3.• ae.d.... Ra"•a3 p.a.Ina and parting midF - `� Mbe4 FtC.N•PFIi90.GLra l.E. la MI. MOMS LIDO CRPt,wf ale.Bm. •'eene Op.and ar.Irel..dog.be F. .yw rw a 1.....h.w b Mal Arr.4trca Na b..re roar or ewe L-4• L. 1Ke re. New.re arru.51..4 property Yap. pla'.Yg w.0a to PWr.•a..A pa. r. C�e.,: err �e alLL Trazsa AO PAus To e[aur2D.o auTen. OM M.e.uT to OS MULLID. 4.Le SP»' a0a a e•- tree•..dm...a deny rap w ...Haar•Nall bye.b.s.auiy akr e.w at r .!•germ W p.a. r-• .....r L ALL Ado.NE To ell Mau®a.•Murmur, U-b• le. .l. C.wleacw or a w lr..byes. 1 _r0 bow and corr. MI -. b.63• 34• ddA .owed or.. par.'. - sb•w.e. xerrF of. mama Mrs.rwrr.Mall h.,....PG rag (ul ...aaa� ele..ol apaver.y.freof _ .... _ lb ALL FL. Trec.....Aa mace Lp CLL.... project numbers nem RWa. hp to t.eeLe. Co mid Meal aplar ..................... P•'1aatng..frrr8WK m N rf• P mar raer A spa rdr.w.W ra,.rm d W pr.ptn. • b ,.,4, rw,rd,�r D.w...di Nog W r�d arN.m Mau a _ __ ca.,am.r w�rrwLrwab To aE ua err •w.raM Ave a w l 3515 1. a4..w".44 dwrrd berg d es ores.prey.. paw..loses.w err r.a.ream lw tors I.o.N.e•Y• 4Ymww.. �`...--fa-rr...4r.... p4 '*:S.". rwL.a Prcae�Y Ynr P4.dw coma date• -zc-Ie (»fmw wYa' Wd. 4. neap.Awwaamg rN ore aPwaaYu pour seam•We..bp4w genes .apaatrw Mai.a ru a..r�Ya r4...r�.r._ scale. .Lees. . oft by age err.s errs A•4.4*1r Na sob. bright roar..d Wra...Fg•...rw. drawn b creapeteiy r44.W b 44 . Y all La paddy for me tap th.• httw tad all over rare era.. l for plow E 1. 1.1 Gw,mea..T Dorm Nall b"agora Treae Straight Trunk Pa Imo �' y Mealy W a is fa.LP be coma I.tfe Na fa.Intene Ord[prober F gra••n et W paw. for pops.suers MCI Na ww.l mid Gallon d (41 re..r.Of good ergo..forum.and pale.,•oY mat 1.palm TM Carr lamaa r».,.. arts •a •w hoes na N.tr•YMraP.Jibs r U a urel b real Na Y.dn .wooed n d MI mu d W rr r pr.,rot paw W.be rued all.wall MI ar.aP.an.. sag .......dW W tg prod rMMI revISIOMSs tblrrr4YlY.°.1F.Wo•bn..tr.r. rFr.rp.oen 1a�3ofh.�l.for r P. Ny OY�.3p OluOne NMatry.. EXI TINCz TREE o .Preynnotb..:.'f"wA:oh.ro op. D.e.It .W.44.enneadFprag•prAfar.. r-wn-min- d d acts a4wbr..ae try .n PROTECTION A Nr.Na moos rap. W Or ere If err rap mid.Fools or In NMILKK begs end Ye f.1 AR o.ul Mau be••lame a.•reLF W •4 fw.lows wY bnc ylirom a.Wpa ran of Q .salad by W Ww.pA Te..a log r.. ar,� Odra Os rr4. N..y.w drrl.d...xY a�. for lr..dd gapeNsa BARRIER DETAIL o Wall War'.taind Iron.thepart gal be prrwed rod I.a.a nor Y Oa-'gm weld^ yw to won.rent Nat u..ra MI• ear Poe PwnW.ed rocs*.1.........s are 71 .Pew• they par c'e4.aY. T pwW�rbe nr W_ r> a,rur..pcm l Na rr.wY b.sera.mecty by fb� IL _ MIe...... ord1.Wsabertort Lorre Art..If r94444•,4.Na plotruin Ills P.are Tsure w par 1. la a., Z. a,o.r Iac4 r J pad..by rtwaawly .fr.44..F...loan.On..or Yea dad allow pY1.Y�➢a r4Ycad a 4aM and Lade wU be 4gal b w Law V. t..rg..w e•une fo.y by Na Fog..to. . the Mau eau NaMIaa n wwoolyW bear w .d.weer.at for a Peres w n N..gpruoatbs n V.tad to prow.Arbor.of Nsboos ao4 areal W Corr In art.of r..•MI•mpur..ofYe ru Ns a.Of Na Carom. MI ors p.0. r 4cng bo ra aW MI errors uporrd4.tyti Sheets . a eel p.a. ged r.4 e< Ora.pa sen fa,. L 3 3 of 3 sheets PLANT LIST CODE COMPLIANCE DATA Sin HQrP.rastJccrelo4 Nett ss9cP,OAn045 5322E A TOTAL LOT AR-A 124,1 SF. GS ,-,..rirpw e.•erican R'f6 x 6'spr. 1 a STRDRwee.P...ex ISAR Sr. Slivc BcttOTDODd 7•Cal e•txma».Dq,E.S,ETC. PG Maccoils mtte gem 16'hl x S.spr. 3 c TOTAL PERVO1•.LOT AreA O•rA-e, se.,SF. Little C tbarolle 3'uL D AMA Cr SANDS AND Gan.. D•ra x aO, 1616 61. rAlRS Reae(ED PE Ptydroepmra elegero 25'Oa.ht. 4 bllu,re Peh1 a AAeA Cr S ARLea AND ORONO Mee SF. CO+Eae PROv1DED SG elnarolbe et.. IS'It x T spr.3.Cal 2 P•TO x a,, AA el. ee"'�' Paradise Tree o wT1>E vstTAiloR RxanED PALM COURT //'� .«o "n rs re�ma...TT u•Da. L x 6'Ap. n R oT L P A 1 Lee Arm '�Sr. _—_—________•____—__1..L___—_—_—_ Tellex Eider 1N•cat l I V`C` 1 TOTAL Nie,DOR LANDSCAPE AREA ,•Mx let ,Oe eF. V'R Netchld nontoo.+e.yene 75'Wt.It. 40 RPa•® \Gn`- ol Dble n°^t3'"•« dlb 9 Pal., ole Ink A TOTAL MEMOS LANDSCAPE AReA WSS SP. \` (� g=rA acla'angelslrg• le hl Z.x •spr. SO '\p\ Iwte AnaekIrg Began. B•OG ICM TOTAL lmc••SLAM TE IMS,ES .n SPJ ,TREES nrenes Gfl CCN r-ecarpus erectus Mr FL x 74•Apr. 31 L TOTAL INTER'OR SRAM TREES 7 TTTOS ( Green But,dmood Kedge 74"oe n- er DIA Dlenella Lesee•dce R•ht x R•ipr. 76 TOTAL LINEAR MET S1RgawsG re tf. s O D ��1..`.)-`^^• • g O i-i \ \SL. DAlebsry Flax Ll1y VP et R PAS:.OR`CRr]LAa USE iz Y .. -','•'�y' * - `.\ FIG FIG Flwe nta•ocarpa M,"K x 10'•pr_ 1t4 R TOTAL R••xrt a Peererere .Y N.lone, 1 TR^_S U' Green island MP OG TRAYS Reamev N.rt,r.SpE ADJACENT TO - -I—I_ - I ,Ws. �l ` , \Q FOR Fweatlee searegeU 74•hLxP spr. 1CS o TOTAL,a+•eeR Cr FERsITTER �' L Ss T15ES `,-Irl y I \ FIwWe FNet 74'or. TRete P.eTnDeD 0 •' v \O�V 0—_ I !.I I 1,1011111 II III WI \ Podor 7-t•of spr. P TOTAL SAVED OF ONE SOWING TREES x loss.PAPS \\ /A�_�� \ `- I ;I POD Podoca IM 48•M.x 74•a 12 SAVED O. \\1="©�W"^' w2 \\\ \ II \ (II ':i `\ n �dse D TOTAL w^�ER O•wT„A-,e-S O•RK-W"MN S11�5 I. • c,r "'�•%,m,;,%+�.N�.... I I sdV ..aroMale verlegate R'F.L x R•epr. 39 p TOTAL 1a,+�R a RAnw_TRES Is TrS �.� �I + ©1,,. t„. • \�� \\s o D \ Varlegeted snake Mart u•D� ROo,® 1.02 ► \_,\ `" A ;^, k.:?i\ \\ L` '� '11 '\ soD st .K„ddtlxl rRn,nm,,.od a req d6 cF :_ — C.^.. ^'�';:C''':'''QC:'••.. II St lMe Fbretan TREES OR new eTRS IP _. 11 0:_..._. .;..:;L....: 1 w 7; lll,P._:.:=:-1-1IEII_A0:T: 1 r �I * .w No,l,e.Eli cultD.n 1111111R:e�i�tiil�l(II ,. ;i.;S l:aMa,Fi?4,-. = liiilipi„,w-ri i ii I 5 o I i \ \ �._ :„e....,a :. ;M_` ' , I \ AL PLAR A .L,.La.�ED.,�..DE�ec i-►�*� ,, ,,,,,.:."::_ ::� �1��4i,: • ,a Ry APP eD D. �F,F D�Ra ire F,.�e6. LLPLAR.De D> �A"- m �T.•^;;` :"":f.ems. 0' ♦ rx.RR1a*ra rT.A>1T aP_c=e euALL eE eRAD1uT©Fw,T�6rr=_ •. �'Ar,` 4f 0"�'::`:"x')zz. "..:;z r` `µi' �.`.'i; "....."�".•.." ._•�` ,\ ,\ LA>Dx=ARet6''''ee POED u+R cu 11Rrrnw eraTCt AmmATrxLr OP9ia% ►�� ia: .. .-a.....a..................a...`,.a".:..,a..............C„r. `a„4y:.I`. ` TO PROVOE C0.1927.=N.V .TO ALL eLARTrA,NIALS APO 6RAe6. II,• At�APi 4> -- ;\%-``.•!y•jG..`.'�;...."'.':N \ •\ •SSD bD 12eGATra!N.A.,tee Iw0DED v,R«TYE 1sA•Avro POfmw CP We Tbrt-CrauT 1'�/ '3''.?.'"m... --- - -- - \..t�t •C ADJL TO Tw_PRoPERIr Ls., • A�/ I �p'X.''..a'C'..�M'w"'A'�v�C.: .� .'. :.......^".'.^'-"':' :.."��.A O"'a'.'G':G'.^..'.'3..S...t...:'''.'.'�.:.'�"'i .'.:1 \ -TI.S.E TSI PALMS ARe Ea1NALENT TO OE N WADE TREE ,w_._.H......._...._. ."..�.:_."._....._....� ..:y��_A.yL.,.•,,,;�_;__"......."_..._..".._.-�ry.:� -ANT 1/ 3 ON THE OTT OF D•SR�4T ',ROAR, .��.LSD D: `. •••••• :.4RYJ":S]Y`.�$'.`:.=.Ar`�..1T^.J ::I.._.=.�4\ / :A,E-ERT6 NULL OPPD¢,TO moo' :r::•: -�- _ _ I I .A µ .!�'�. -wsyr •v `-s -�:�:�n:�:.�.;�.�.�-��:�.�µ:gym"�NM�"� -J 4:N 1.`1I "..:::.»:""T:.T::J.""" "::?«:w:S aia:32.4:.. ,""7 itre,i' O 014 _ �N.i, \\\\\_\\\\\\\\\\ ,r"seste � 5 %µ,.r °[�y„Lt. war y.•�1,, IQ� \ ovER•_dD `\\\\v ... Awn� .... ^�c .. :s all-_..` ��.�`\\C: �,A \ vPQIER LRF_ \ ., �r ff t,:ji G•.{:SCf �`\ \ \,.Poi. �r .\� 'i x'.;w:rh i.O�a�1 tea'.^. �M i.i�c�.i ih\V I 0 .e '. � ♦ \.;.i.P.� 'c -.r► --L _— = 0 \ is Cz. _ ___ P it / r., Xif troll ,,0 irre P. Epp ►►�;a�� . \ \ fir> 4 isllie--- --"441.1. 12F4474572 —tie ly yp le ME xa a SEW.NW ,�■I,, I I�. Tat,� . \ rAn,:1t3 1*f11�1[ll�f rAa,u project ��/►� I'� : I.,. 1 >k 1-° ,. T«� medical � i�`�,�, —'- \ 100a.r� Np1 office building `► ` t, ,' �� ,.ALL ROOT eaEEE>s s",u BE r lam.rxa,.0 aTr r.mn¢ N00 defray beach \� ♦• I I \ j\I / z 111E.aruuTO a ROT BAOTS sou a mamruTm'NTH on A. ,.T.OnANc soil BE 1v,emex rBD,All Om TAO,as f lorida '�' et �1 / w m my iGRACE.MR O eADax«D ALL xooT a.RPs a DOLL a ws �JF NO ROOT BARR!LR R 1R9. •` / 1 '� `9 - ie,`g-- 1 ROCT 6 lK 91ALL EE x6MN Ja•C6V.MP,t'.,♦D PKp,C15•1¢IRF_ ��,� I I ''.I OVA. �D� ARC nDs. Ea�L R t E >s PANELS \�• `. Ar m `' \ •,�,ro,ROOr BE INSTAttED«ACM...rITN YAMFACM1aERS WVA •,'`',I '". V."I. \ TYPICAL TREE WITH ROOT BARRIER LD 1.1 TYPICAL TREE WITHOUT ROOT BARRIER LD 1.2 411 , :film/ 1 LOT l ' I ® ,ad I ,'Lostn fl i11 k sI �� / + nN roe lave bodker N t�f ©Ql'. o I®II Ea / ONLY-NOT PART CF THIS r�\`► , _�� p ,J DI+ vEv�oP mJr landscape ardLRe hre/plamcg kid \, I d I ® �� 601 tL congress eve-state 105-a it��L � I i)I I \r/.�, © defray beach florid,'33443 � —1 �^_,,,,, .► DETAIL EXISTING TREE LIST �1-276 6311 �p�i I �'"': ;_ THE CONTRACTOR 1105T ADI-F_IZe TO THE FOLLOWING* 5111 TREE TYPE PESCFaPTIOH STATUS 1` 1A I ,\(li� T A000099 -''t'-` ,....... „1 1 f\ A Norfolk Island Pine 30'ht.x 14'spr"12"cal. remain-off site t°1;"raR rolRa.eawam••bm,r,�.rr'"e.'K'°°`anm"a'°IL' B 9lsmarkia Palm 12'on.h. remain-off site sheet title` 1,a Ixnmeer Iarmr6pe rqx ST TO to vihktM •reD,on remain-off site„IVE!., �"■ F a�'^tie°'""Is•depth« pm^"^^De`^^"'�'7 G Live Oak 20'ht.x I8'spr.4"cal. '� ,.a.. « e».,rB «onM.ea.ore.«aR.,r.. planting �� l� m it) _ 'ip��Q - I eeD.eRtR1e67.A>,nn,d.Mp awl m6t,e a rent t MM. D Live Oak 25'ht.x 25's 14"cal. remain-off site `Ilkillk'� li�'•'I'a�lll/1111;, �� `� .'. - \, / •M' v MONO)�• «•.«,e6vF FeE,aa q e,. spr, `.� �\'. — _- 'per _/ ReCeEnea LAn2cn»ARnled stel elter lR bsansdap.ee or E Live Oak 20'ht.x 18'spr"3"cal. remain_off site , �� i�-1 t �1 �� e,s nod..II«.mnLnp peed wu u»Jaen nt a creels.n F Live oak 18'ht.x 10'spr.3 1/2"cal. remain-off site plan 1 _ _ .. °°°°"°"tax'en Rome.°°a`°°"tE R°'•°t� G Saba! aim 14'ea.ht,I8"cal. relocate i . ■, lobe rebel s•hE M be sneered to remove rocks d dent lenpT palm '1� ►�j I�► ' r �► rr r tab sectionshal•xntlO.eerop lomnFgAEiMhr under H Baba!palm 25'OA.ht.Goodcondition relocate project number. Eu•section a rehired o eel 3515 "Mt SU,� _I ..MINIM♦ ebeenmat AToalon°iar mt.Ordeii ia,M n m n n n e t 71 theta, 7-26-26 t • -- - _..-- drawn--- ---_- ..___._. __ scaler r-io• erzOa»tTTd drawn by• J5 LznvsreNRu(30"lsni car ,cTmxzllZ'reE1 revisions, OVERIEAD POIER LINE II ® 1-18-16 comment. ® 2-a-16 ® 9-T-16 0 A TO-- ; _ sheet, NORTH 0 II_—2 2 of 3 sheets EXISTING TREE LIST PALM COURT SYM TREE TYPE DESCRIPTION STATUS �\ A Norfolk Island Pine 3ID' ht. x 14' spr., 12" cal. remain - off site c‹`� B Bismarkia Palm 12' oa. ht. remain - off site \� C Live Oak 20' ht. x IS' spr., 4" cal. remain - off site �� D Live Oak 25' ht. x 25' spr., 14" cal. remain - off site 'ir'"~'*:"'''"="'"-" "~ REE. \e�s E Live Oak 2ID' ht. x IS' spr., l" cal. remain - off site _- _ e F Live Oak IS ht. x IID' spr., 3 1/2" cal. remain - off site _ i \< . G Sabel palm 14' o.a. ht., IS' cal. relocate I I—I_� ,`'M`� '"' `} _ \� N Sabel palm 25' o.a. ht. Good condition relocate o - ..,1ii_I .... •� �_ _.,, - eI� Ili 1;11 iil1' ��I v `` \ I v + LEGEND i s A1. I ....: X:.)�`.`•..... S`.)-`.`�."•S..`.-`.`.: \\11, \ ,\•\ IX15TPG TIES TO Bc ItJ-10vED a O ^'�(~y Va; :` .-. O `I' \PER O EX:STwG 7REE5 TT:fi'T16N 1I -.a.._ �.T=4�n`�a:�.S:)2?.�)<•::�aV:`.`�N^vµ.�.� .........•............. r^ II \ \ 0 EXISr4Y+PAu1n TO K`Si4u I \ \ EXLSTNG TRr�S TO 6E RFI rr OTED 1 ` / l� T / .G.tG.-�7,„,, "'(".•..:'.'�_...-__. "' \I 000 NEJ LOGATIGN Gf ISI rG<TED TREES ...................................................................................... .xiµ`...-...�a„`•9:::.^.,:.,..._......,. -.:`C.'.((::..^....`C':.::'.:.'C:'�...•:•"::�: \ / Pft')POSED PALMS ....:....M.. "...•1 `-".'tj:::�iM::(.i`•'`'•!`.I••`•`� ,\•\ PR>PO.�OO TREES V is S:'„: ;%a i „z xS ti' -^;a `\ i•\,- gennimitsu�' 1I W \ / \ \ 3M .2_;:.,,-;::?,..::.-,1..;::":1: ;',i.::. ..gym.,..-......................,......_ - T \ Y_- I// 1\ N`\ /%'\\ B� "J - . .'�i- \ / II :.. /mil �\ \,—�/ `:•/1 .,,,....,®;. \\ project• Illr:'3 / medical k'` o I office building I °i 1 j delrey beach 11 ;::1 \I / florida avI11 I \ / li SC / i 1 111 i 1 �E dave bodker Y ® i \N / larfdvcape ardulechae/garfnBg ifc .- '• :-T —'/ 601 R Loogre 5 eve_sate 105-a I ® defray beach fbrida 33445 551-276-6311 : :�`.I _ sheet titfe� = ... 0 r,< _ /� F\� existing ��' -, _ - • i i 1\ tree plan f. project number• 1I r'4 3515 \ /\ 0 date• o-zc-lc scalar �•- o� -� _ \ _ -��/ e _ drawn by• JS a revisions• ® 1-la-ic comsant. ® z-a-sc ® 9-i-ic A A sheet' NORTIi L—�1 1 of 3 sheets m � STEEL OR OR ---�� EXTRA STRENGTH FILTER FABRIC OD POST\ NEEDED OTHONT ORE MESH SUPPORT-i \ FENCE POST FOR ADDITIONAL STRENGTH (WOOD OR STEEL) 1 THE WENT Cr EROSOI CONTROL KASURES N0OATm CRAP..CAUT A FILTER FABRIC MATERIAL CAN PLANS R TO PRIME A BARTHER TO 0.TN.MT ANO SFDWENT w THE BE ATTACHED TO A 6-INCH(MAX) FABRIC PRd(CT sat on RLr„cyMATON rs PROA7OCD FOR THE CwTSWMa 6 MESH WttE SCREEN WITCH HAS 3 oCo-MKT..DIE EST 6 UDSICN CONTROL 002CRvERESS IS NOT � �� 5. RE OEEwWEO BY ApERda To THE REPRESENT SET FORT.w THE BEEN FASTENED TO THE POSTS F/ —�ROW ....4 AND SPEOOCAPOHS.BUT BY HIETNO THE REOAATIOK SST ANo ONCE SEOKNTAPCN RESINCnw REOIWENENTS RITHL Rao..rum.BY THE AuTHORITY HAvw0 AIRSOCTRN OYER RATER DUALITY CONTROL • �� FLOW RUNOFF • z NIHTIIa • ROv EROSI AND 5[p�T ATt1UAHO,w OTHER We fLOW DISTURBANCE INSTALL WHOSE o .ns NEEDED To siA r SUd KASMES . _//// 3 OR SETT R of ALL ALL E EOHTWI N.AND 5 SHAM C cwwCED wEOar, 10 R.MAX SP RE SUPPORT FENCE DIC t'WDE&C DEEP ...7. w AFTER End RAINFALL(VENT.RLPAIR,AND/OR RERACMMI 6 BudZZ KISUR[S SHALL BE MADE PROIPTr,AS KCap. • 6 FT.MAX SPACING OTHOUT WRE SUPPORT FENCE TRENCH,BURY BOTTOM / 8"6 FABRIC,AND / Xm drsr rMx aER ONE rrs B soRWNLWc a OTHER cmr.aE —i ANO OR W/COMPACTED v KANS BACKFBJ.MATERIAL 1 AOOBdAL EROSION AND SETMxT BOARD.uUNITES MAY BE RFORRm NOTES: S u ----'� Daum HEassun er warz NEPECTVI. SILT FENCE SECTION 5 5 f.THE HEIGHT OF A SET FENCE SHALL NOT ExCEEO 36 INCHES(90 Cu). d B, fMME TO PR OET nKTALL AND MAWTAW ER09d CwTR0.PRACTIaS NOT TO$GATE --- 01i+ SHALT RESULT IN CONSTRUCTION BEND HALED. 2.THE FILTER FABRIC SHALL BE PURCHASED IN A CONTIWWS ROLL CUT TO THE LENGTH ¢ ¢ v 7. DRAWAM INLETS SHALL BE PROTECTED BY MLER ARO MACRO ROOT AS PER OF THE BARRIER TO AVOD THE USE OF JOINTS, \ IHAET PROTECTION DETAIL 3.POSTS SHALL BE SPACED A UAXNUY CO ID FEET(3 M)APART AT THE BARRIER LOCATION A 6 ANY ACCESS ROUES TO STE SHALL BE BASED NTH CRUSHED STONE.PRONE AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 12 INCHES(30 CU).TRIER EXTRA . PALM COURT W ACIK 1 STRENGTH CITRIC IS USED WTHOUT THE WRE SUPPORT FENCE,POST SPACING SHALL NOT B. ER09w CONTROL KASUKS ARE to BE NA/NUNCIO WT.PEd/NdT EXCEED 6 FEET(LB u). ( )ODE AND t INCHES PLACE THE END POST ONQM COVER R CSTAN.RAL t.A TRENCH SHALL BE EXCAVATED AP POSTS A TELY t INCHES 10 THE OF DE SECOND FENCE 10 WH! FIN TUS91F.NARRAL AEQTATIw.ALL BE RETAINED AND PROTECTED (10 Cu)DEEP ALONG THE LINE OF AND UPSLOPE FROM BARRIER. INSIDE ME END POST H.FILL wart IS TO BE W CORIAHa WTH TIE RUES FIND PCR&ATIOHS SET 5.WHEN STANDARD STRENGTH FILTER FABRIC IS USED.A WRE MESH SUPPORT FENCE SHALL K iHHE FIRST FENCE Z 4 PATH BY THE STATE 6 Ronk.aRARTAENT 6 ENWRONKNTAL PROTECTION BE FASTENED SECURELY TO THE UPAOPE HOE OF THE POSTS USING HEAVY DUTY RARE ROTATE BOTH POSTS AT AND THE OTT 6 DURAY SHAd, STAPLES AT LEAST 1 INCH(25 MY)LONG,TIE ORES,OR HOG RINGS. THE ORE NHALL LEAST 100 DEGREES N A 5. 12.OSCHARO FROM°OAEN.OPERATIONS SHALL BE RETGIICX GROTE N A EXTEND INTO THE TRENCH A MISSOu OF 2 INCHES(5 Cu)AND SHALL NOT EXTEND MORE CLOOJEOSE DIRECTOR TO CONTANKNT AREA. THAN 36 INCHES(90 Cu)ABOVE THE ORIGINAL GROUND SURFACE. CREATE A FGHT SEAL LJ 6.THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED CR WRED TO THE FENCE. WTH THE FABRIC MATERIAL I GE AND B INCHES(20 CU)OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH.THE DIRECTION OF RUNOFF WATERS 4N W FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES(90 CM)ABOVE THE ORIGINAL i + I DRIVE BOTH POSTS ABOUT �N \\ GROUND SURfAIOL. TOP INCHES INTO THE / y:'-- 7.THE TRENCH SHALL BE BACKFILLED AND THE SOIL COMPACTED OVER THE FILTER FABRIC. DROVND AND OURS RAP 'W <u ,, a¢ 8.ALL PRO,FCTS REQUIRE SUBUITTAL OF POLLUTION PREVENTION PLAN(PPP). ATTACHING TWO SILT FENCES 886 �y 9.AU.PROJECTS 1 AC OR YORE MUST SUBWT NOTICE Cr INTENT(ND)TO MEP. B )I NOT TO SCALE I - \ EROSION CONTROL NOTES DETAIL D9.1 SILT FENCE INSTALLATION DETAIL D 9.1a SILT FENCE INSTALLATION DETAIL D 9.1b ❑ ❑ \ Sheet 1 of 2 Sheet 2 of 2 A TEM?ORARY SILT \ o jl I FEN C I G (TYPICAL) BET FILTER N$ALLA Ov a \ vATHOUT FRAME AND GRATE y ❑ 1 I ;n�y�� / 1-4 /may (4 O•� \�,..,• WELD ORE SUPPORT,EXTEND 6'MIN.AT D I/TES 50'LRN, Z [�� RE SUPPORT-MOULD 6T6"5/5 GA.t9 VICO SO.FT. 124 i o W O I I ) BIKE RACK ❑ / •L iE. a ❑ i \\�G\' / �_�a• •.�-.�. h,.• •L.,w,. u�d,{3�c3 W sT+y♦1 ❑ 6' N. *lire AIL / •y-• «:s.. _.� knF=,''OE,CL,atT` ;la ID T��• �• , TO�R�4E AND GRATE R AGGREGATE .. 6 10Ga1R (4 O U v i — BACXFILL AFTER \� IW INLET FILTER \\�/ ON/PUBLIC ROAD Z — — — + —— suii Ne U ❑❑ ,�. �,E r,rt - I EN FiiY 1t a W o a I I ~.::>zA4'�I a, cat Q it I .A.(.,r--T1 . ❑ NOTE NOT TO SCALE ,•>'.`51 - T NOTE: I • -�'%�" - ST IR 1,CONTRACTOR 1S TO CLEAN INLET FRIER AFTER EVERY ST6tY, F-I .III�..A.L : ALL BE CONSTRUCTED A (FO ND CONTAIN ENTRANCE AN AGGREGATE Z IO ❑ A�' ECYCLABLE ,�10 ,� 0 2.CONTRACTOR TO REMOVE FABRIC JUST PNOR TO PAWING LAYER(FOOT AGGREGATE Nal),AT LEAST Q N 3 CONTAINERS. I A SEDIMENT TRAP WLL BE EXCAVATED BEMND THE CURB AT THE INLET. THE BASIN 6-INCHES THINK. IT VIM EXTEND TO THE a ., SHALL BE AT LEAST 12 TO it INCHES IN DEPTH.APPROXIMATELY 36 INCHES N TA0TH, WIDTH OF THE VEHICULAR INGRESS AND '•-1. - EGRESS AREA. .0 a e: R I - - AND APPROXNATELY 7 TO 10 FEET M LENGTH PARALLEL TO THE NEB. cn ahn • l PARKIN U STORM WATER WLL REACH THE SEDIMENT TRAP HA CURB CUTS ADJACENT TO EACH Z O GARAGE SIDE Cr THE INLET STRUCTURE. THESE OPENINGS SHALL BE AT LEAST 12 INCHES IN O o o V L, �•,T LENGTH. STORM WATER MAY ALSO REACH THE BASH NA OVERLAND ROW LAND AREA C C, 0❑ Y I ❑ BENND THE CURB. THE CURB CUTS SHALL BE REPAIRED WHEN THE SEDIMENT TRAP IS O). a�t o 1 I REMOVED. 0 Pg QI B iH. I STABILIZED CONSTRUCTION ENTRANCE DETAIL D9.1C p DS z om - r • INLET FILTER DETAIL D 8.1 °oy 41 4 >N PROPOID `R <o (- TWO STOHZY CBS — . 0 C N z o di MIXED SE W Q i O o T, ❑ BUILD!IG 0 a w; ❑ I • ,U 5o V I I kT�' 1 I t'EMPORARY SILT ��r ENCING (TYPICAL • - I` HI 0 cn ❑❑ II.�,I ❑ W ea.., W N - ,% ®iL I Z N0 n • ♦T•IR_ELEV. li'. z AIA H L _ ;: I _�QM 0 CALL 48 HOURS BEFORE YOU DIG. W 12 ,ROE .. I ❑❑ I -' - ® I 0 1-1800 432T'S THE L 4770 AW DRAWN: t� E SUNSHINE STATE ONE CALL OF FLORIDA,INC. CHECKED: ` J.A.P. I I IJLJ I 0 811. SCALE: 1N = 10• DATE: ❑ ❑ Q "❑ ❑ s o D DO 9/07/16 11 11 r2 r� r1 LI F� y`•P- i i 5 ,5JOB NO. 15042-PPP m ,-.. u II u u e--�_- 0 COPYRT 2015 BY ENWRfXIESLN ASSOCIATES.INC. ` Know what's below. TNTS DRAttOTWING R PROWOCD FOR NFORMATKNAL PURRCSES ONLY, SHEET NO. I Call before you dig. PIXER9OACD AAIO UE ELCD RVOCSorXO RERED*ERiONS AL 7 OF 7 i GRAVITY SEWER NOTES _ I. MANHOLES SHALL BE INSPECTED BY THE ENGINEER BEFORE PLACEIENT AND .� ROTATE BENDS AS REOUWED SF 7635 OR SURFACE TREATMENT. _= 18'MAR. APPROVED CORAL 2 ALL OPENINGS IN PRECAST MANHOLES SHALL BE CAST AT THE OF MANUFACTURE. . BOX RI HEXAGONAL CORRECTIONS TO EXISTING MANHOLES SHALL BE CORE ENTRY ONLY. 'H41, COVER MARKED 5 3. ALL MANHOLES SHALL BE SET PLUMB TO LINE AND GRADE �� 4. (PVC)GRAVITY SEWER PIPE SHALL CONFORM TO AST11 D 3034,SON 35,LATEST ' WYE BRANCH(NO TEE PROPERTY EXPANSION.XXNT REVISIONS.NTH PUSH ON RUBBER CASKET JOINTS. CONFIGURED FITTINGS) UNE YATERUL 5. (DIN)GRAVITY SEWS PIPE SHALL BE CLASS 350.EPDXY UNED OR AS OTHERWISE POUR CONC.COLLAR APPROVED BY ENVIRONMENTAL SERVICES DEPARTMENT. �A ALTERNATE: ITO GRADE 6. NO SERVICE CONNECTIONS.RYES SERVICES OR VALVES WILL BE PERMITTED IN ROPE UP TOE ADDITIONAL RISER AND BEND IN SOODEO AREAS RESIDENTIAL DRIVEWAYS 1/8'PER FOOT MIN. VAIERE GREATER SEWER DEPTH PAVED SEE NOTE NO.1 7. MANHOLE FRAMES SHALL BE ATTACHED TO THE PRECAST STRUCTURE VATS A SURFACE MINIMUM OF TWO 3/4'316 STARLESS STEEL BOLTS,NUTS AND WASHERS FRAMES . 1m p� rjtl�r - ��y�i3O SHALL BE SEALED NITS A LINIYUN OF TWO I/2'BEADS OF RAY-NEK CAULKING bb & TRENCHES SHALL BE DE-WATERED 70 ENABLE PIPE AND APPURTENANCES 70 BE ROTATE BEND i ...%' C/\ I /� INSTALLED FREE OF WATER ON UNDISTURBED BOIL IF UNSUITABLE SUBSURFACE AS REWIRED \`�JYj) MATERIAL IS ENCOUNTERED,EXCAVATE EXTRA 6'AHD BACKFILL WITH 3/4-GRAVEL MIN.6'PVC SDR 35 �r I \� 9. PVC SHALL BE LAID IN STRICT CONFORMANCE TO MANUFACTURER'S SPEC(JOYOUS YANNLLE LAY ON ` �r /'% , U UNDISTURBED SOL tht� 1 . (RING TILE PVD PIPE WSTAWTION GUED OR EOIAL). BACKFKJJNG OF UTILITY TRENCHES ✓�1' 14 (WMl HOT BE ALLOwID UN1L.INSPECTED BY THE ENGINEER ��)' SLOPE UP TOR P.NvERV.C.RDU FADED �4I - i/ S 10. BACKFILL MATERIAL FOR SEWER MAN AND LINES SHALL BE NON-COHESIVE,NON PLASTIC �7, 1/8'PER FOOT LAN. I e-X 24'SO.CONC. 2 . MATERIAL FREE OF ALL DEBRIS.LUMPS AND ORGANIC MATTER. BACKFILL MATERIAL w/1-I4 EACH SIDE PLACED NTH.ONE(1)FOOT O PIPING AND APPURTENANCES SHALL NOT CONTAIN ANT ANOUT ON EACH BIRINOI STONES LARGER THAN TAO(2)INCHES IN DIAMETER(I'FOR PVC PIPE)AND NO STONES SCHEDULE 40 LARGER THAN SIX(6)INCHES IN DIAMETER WILL BE PERMITTED IN ANY BACRFXL MAKE SCARCE us ALL EXCAVATION IN EXISTINGSHALL BE RIGHT OF WAY SHA BE BACKFILLED AND STABILIZED SANITARY DOUBLE SERVICE CONNECTION AT PVC CLEANOUT AT THE CAD OF EACH DAY 10 PERMIT PEDESTRIAN AND VEHICULAR SEWER MAIN R/N UNE 6'-45'ELL C TRAFFIC PRIOR TO THE CONTRACTOR LEASING THE STE is 6'WIN.SERVICE LINE 6'-45'WIC 12. ADORE SEWER IS NOT NTH.PUBLIC R/R IT IS TO BE LOCATED IN A 12•UTILITY0I Y UNE EASEMENT.Ott MAINTENANCE RESPONSIBILITY IS MANHOLE TO MANHOLE ONLY. 18' ANOUT ON EACH BRANCH Z IS UPON COMPLETION OF THE WORK AND PRIOR TO PLACEMENT Of ASPHALT A VISUAL MAY. \ 4 INSPECTION BY THE ENGINEER SULL BE MADE OF THE COMPLETED SYSTEM ALONG WITH R/W OR EASEMENT LINE A LOW PRESSURE AIR TEST.AFTER ROC(BASE FINISHED&PRIMED. OR 1ST UT CC TO ASPHALT PLACED. AFTER ALL OTHER TESTING HAS BEEN COUPLETEO,A CD VIDEO GRAVITY�.I� I� RECORDING SHALL BE MADE BY THE CONTRACTOR AND APPRGvED BY THE ENGINEER. SINGLE SERVICE PROPERTY LINE SEWER rw BEFORE THE LENGTHS ARE ACCEPTED FOR MAINTENANCE. SANITARY 14. EACH LINE SEGMENT SHALL BE LIMPED TO DETERMINE PROPER ROUNDNESS SEWERc MAIN 3'MAxuWM w ,1.. O 6'MIN.SERVICE LINE �y IS COMPLETE"AS BUILT'INFORUATION RELATIVE TO MANHOLES VALVES.SERVICES FITTINGS PIPE LENGTHS.INVERTS AND SLOPES SHALL BE ACCURATELY RECORDED V SUBMITTED wl ICMA I CLEANOUT •LUG TD REMAIN - TO THE ENOREER CITY SIGNED AND SEALED BY A REGISTERED LAND SURVEYOR. y� 11-- IN PLACE UNTIL TB. AT THE END OF THE ONE(I)YEAR WARRANTY PERIOD THE DEVELOPER/CONTRACTOR WALL R/W OR FAc^AUNT LINE PLUMS YES - H. T.V.INSPECT.NA TEST EVERY JOINT.AND CHECK MANHOLE JONTS AND CONNECTIONS NOTE' ••X 6'HARCOW COUPLING CONNECTION w TO DETERMINE IF REPAIRS ARE NECESSARY BEFORE THE WARRANTY BOND IS RELEASED. REVD.FOR CONNECTION TO CLAY H R 17. NO PROPOSED STRUCTURES SHALL BE INSTALLED ND./A HORIZONTAL DISTANCE 1. SERVICE LATFRAIS SHALL TERMINATE INSIDE PROPERTY UNE A DEPTH SERVICES ONLY.(DONUTS NOT ALOwED) OF 10-FEET FRO.ANY EXISTING CR PROPOSED SANITARY SEWER FACILITY. Of 3 FEET AND MARKED NTH A 2-X TREATED STAKE NOTE. 1& ANY PIPE INTRODUCED INTO AN EXISTING MANHOLE MUST HAVE CARBIZJNE&TUUASTIC 2. CLEANOUT INSTALLATION SHALL BE PROPERTY OWNERS RESPONSBLITY 1. INVERTED BRASS CAP SHALL BE USED IN GRASS AREAS IN LIEU OF CASTING AND 300Y OR APPROVED EQUAL APPLIED EXTERNALLY WIIN TH A MINIMUM 2-FOOT RADIUS AND SHALL BE INSTALLED BY UCENSED PLUMBER. CONE COLLAR. OF OPENING AND THE ENTIRE MANHOLE MUST HAVE SEwPER COAT OR APPROVED 1 SEE DETAIL PW 21 FOR SEPARATION REnuRFMENTS. EQUAL APPLIED INTERNALLY. 2. MINIMUM DEPTH OF SERVICE LATERAL SHALL BE 3 FEET. r•• 19. ANY REHABILITATION TO AN EXISTING MANHOLE MUST BE INTERNALLY STRIPPED AND LINED NTH SEWER COAT OR APPROVED EQUAL SEWER SERVICE CONNECTIONS WW 4.1 TYPICAL COMMERCIAL CLEANOUT WW 5.2 O GRAVITY SEWER NOTES WW 1.1 G, (I) a EXISTING GROUND DITCH WIDTH (W).i S •-S 16,M0, E v:':.,A..W1M 'PVC jN, �- I C Q_ SURFACE RESTORATION /!* !�v 0-vegi�,Ai:�l�` \� V.1 �/ Q �y SAwCOT Fw5HE0 iw.) I SURFACE JOINT �� i''�w�,A. ••; N COMPAACIEDING BPERIU.APPRO?AATE AND �/� !/ SURFACE '��♦„w�.♦.y S� iI��.'(� SPEC6ICATIOVS(SEE NOTE 5 L '4I♦ i e.A., • • N ah BELow)6"YAK S2E W („ �♦N N • � Mom( II'MAX.UT. �� _�N E'Y 1--F _- _ NIVIIIIW _fir Nr- \•1,.-� 1 1 .�� , ��• �// \\� �=•I 12' DITCH 12' 1` MIN \ GRANULAR BA OUILL PLACED AND Ey O Fy V REFER TO PAVEMENT REPLACEMENT BASE ♦ - COMPACTED TO 98Z MAX"DENSITY JOINT DETACH Rr 7.1 \ 12 _ •-12' , PER AASHTO T-180 7/8'YAK Er/ (..) <• L .. AGGREGATE SZE 6'YAK UFr. < - rag SEE TYPICAL BACKFILL DETAIL /\< O ro ' L) GU 21 FOR CDUPACTTON NA.VARIES REOUIREMENTS /'�� 007 BARRIER C BEDDING MATERIAL COMPACTED TO 98Z YAK DENSITY PER �i VARIES AASHTO T-1BD. 1 / (SEE NOTES 1020w) TYJ.V .1� v v v '' .!,S\. -. .:-..1 III Ru E� a NOTES: '�3j�*u'',EI'LF ��eI .. I I�BIEIr /-. (� I. REPLACEMENT BASE TO BE AT MIN. 4. ALL DISTURBED PAVEMENT MARKINGS I-1=I _I&I- • 3I I- 12'TYLCL. SHALL BE RESTORED IN ACCORDANCE 1. UNSUITABLE IN-SIN MATERIALS SUCH AS PUCK.DEBRIS AND I MI- Tn NTH CITY STANDARDS. LARGE RO96 SHALL BE REMOVED:BEDDING MATERIAL AND -iT 17 YIN. ASERVILES II I CITY FACIIJRES E- 2o. BASE MATERIAL SHALL BE PLACED BACCF_ILL CONSISTING OF WASHED AND GRADED LIUEROCK 3/8' (MAINS. IL I• MANS.SERVICES. Z IN TURD TEO AND EACH LIFT 5. SURFACE MATERIAL SHALL BE F.D.O.T. -7/8 SZw C. ETC.) 1 ( NO COUPACTED TO 98Z MAMMU. ETC.) T.DENSITY PER AASHTO T-160(MAX TYPE 5-I OR S-III - I ASPHALTIC CONC. 2. THE PIPE AND/OR STRUCTURE SHALL BE FULLY SUPPORTED FOR ITS E. 4.2 LIFT THICKNESS-66'). (M THICKNESS 1 1/2'). ENTIRE LENGTH WITH APPROPRIATE COMPACTION UNDER THE PIPE NOTES: ..-.1 a I HAUNCHES. ] a a 20. 12-EXCAVATABLE ROWABLE FILL 6. MIT PANT.OUTS SMALL BE COLD NOTES: (n$HT w MIN.100 RSA.MAY BE USED IN LIEU PATCHED AT END OF EACH WORKING 1 THE PIPE AND/CR STRUCTURE SHALL BE PLACED IN A DRY TRENCH. 1.ALL ROOT BARRIERS SKILL BE C MINIMUM FROM ALL CITY FACILITIES OF 12'BASE. DAY TO F FLOW. E UNHINDERED Z Nam TRAFFIC 4. S CH BACAFILL SHALL BE FREE OF UNRTABLE MATERIAL SU AS 2.THE INSTALLATION OF ROOT BARRIERS SHALL BE COORDINATED WITH CITY AND 1.IRIS OSTANCE SHALL BE 10'MINIMUM FROM ALL CITY FACILITIES 0 E h LARGE ASPHALT CONCRETE PAVEMENT LARGE ROCK,MUCK.AND DEBRIS INSPECTED BY OTT PRIOR TO BACKFIIJNG.ALL ROOT BARRIERS SHALL EXTENDc U z4.-- r' JONTS SHALL BE MECHANICALLY UP TO FINISHED GRADE. IF NO ROOT BARRIER IS USED. C SAWED. 5, COMPACT BACKFLL TO 98Z DENSITY UNDER PAVEMENT ANDOJ- IS TO 95Z DENSITY ELSEWHERE.(AASHTO T-180) 3.ROOT BARRIERS SHALL BE MINIMUM 36'DEEP.ARPROYED PRODUCTS INCLUDE N N a 2.d g E<o < -DEEP R0 AND ROOT SOLUTIONS'.ilEJOBLE BARRIERS SHALL BE 36'PANELS 2 6. COKFILL ON AN DES9 YO TESTSDRUE SHRS BE LORAN ID WRING MANUFACTURED BY OOBARRIER W3 E•I¢TOLL BACKi1L1 OPERATIONS.CONTRACTORS NOT FOLLOWING III O 0Y(.A)5 o RE-ERVIRE,FOR NHATEVER REASONS SHALL BE DE D TO 4.ALL ROOT BARRIERS SHALL SF INSTALLED W ACCORDANCE NTH MANUFACTURERS RE-EXCAVATE THE AREA IN OUESTION,DOWN TO THE BEDDING WRITTEN INSTRUCTIONS. MATERIAL,THEN BACKFILL FOLLOWING THE ABOVE PROCEDURES. )N a`, <m Ig PAVEMENT REPAIR DETAIL Cu 1.1 TYPICAL BACKFILL DETAIL GU 2.1 TYPICAL TREE WITH ROOT BARRIER LD 1.1 TYPICAL TREE WITHOUT ROOT BARRIER LD 1.2 WQD OOX � .GI 0 L� HI E, I rnffZ- =ear ea 0 cJ L-I I z "� L a z w - DRAWN: M.T.J. CHECKED: ! CALL 48 HOURS BEFORE YOU DIG. J.A.P. IT•S THE LAW DATE: n Ell R 1-800-432-4770 9/07/16 4`�'/ SUNSHINE STATE ONE CALL OF FLORIDA,INC. JOB NO. \\ �r I5042-DTL = y I{. 0 COPYRIGHT 2015 BY ENVIAOGESCN ASSOCIATES.INC.. HV NIOW What's below. THIS DRAWING IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY, SHEET NO. v Call before you dig. u4 RROFRRESDNIALG EIIIRR29a USSOO.STTRET R,1"°"- 6 of 7 i I' • • WATER METER WTI REDUCED PRESSURE 20'D.I.P.MIN. IE 106 SEOmN"Au 0000.6 ZONE BACKFLOW PREVENTER, 10'-0" 10'-0" ALL VALVES [i2N9pN W KILT (FURNISHED BY THE OM CONCRETE COLLAR ININDICATOR PLATE WISICN .S44 W92T 6T. LCNOM 3T. _IL IS ON PEA-nG TEST PUMP TEST ASSET/IDLY �I�1�--iI� (3000 P.SI. {.. 2a2 SHALL 0NQUDE iNE EI-5 2i-32-27 m 0 5 24 NS AND GAUGE (SC4.80 P.V.C.) 'I,1 /-�1_. ) _I I FOLLOWING MFORUATION: s36yj-5 ii-:i n i6 f 2Jo p 70 2'CORPORATION AND I I 18'MIIIN,J 1.MANUFACTURER'S NAME -5 JS-00 I a 15 •5 500 55 'IT ]OR SADDLE W/2-316 _ _ -,J. •• .6 V NT TO �� i �� 2.No.OF TURNS 66664-5 5e5-50 T 2M0 55 e 45 5/S STRAPS(SEE E"5 "1- TMOSPHEWE �'� DUCTILE IRON PIPE TYLER Ne.6850 n �� 3.SIZE&CLASS _ - 15E 24 a „� STD.PRODUCT UST UNIONS AS NECESSARY VALVE BOX WITH C.I. W 4.SERIAL NO. ew 5 02 e2 5 24 s SANITARY/STORM SEWER MAIN COVER MARKED'WATER"- t_ VALVE N0.2 1F -IIIi�� ••••r BE 600114 e rt.760 KKR STEWED TORIMK 10 VALVE No.1 I EXPANSION JOINT MATERIAL POUR CONLNtit TO GRADE III64' I ROTE RUSH II TOP OF PAVEMENT , IN SODDED AREAS POTABLE WATER d5 �11 1_ SUPPLY EXIST.WATER MAIN SERVICE SADDLE AND C.C. .IE�Bt1��ft�IHHHHHHHHHHH��i5444�. - 1-/4 EACH SIDE i Ti I T s/16 1 8 CORPORATION STOP REGAINED g 0 7141 /4 uEILER 1"825008 II IN 6'CAST NON RISER II - uELLER 11/2'-2"825008 C I TO NEW WATER MAIN FORD I'F1000 - - T 15. /,I VALVE Ne.2 FORD 1 I/2 2'FBTWO - 5 1/4 DROP LID 1 / VARIABLE SKIRT ) / �A r SORT 5 3/4 6. NOTES: (-,-1 = m APPROVED RESILIENT I/OT �ii�-``'-11�1 1.STORM AND SANITARY SEWERS CROSSING UNDER WATER MAINS SHALL BE LAID TO SEAT VALVE(SEE CONTRACTOR SHALL PROVIDE PROVIDE A MINIMUM VERTICAL DISTANCE O 18 INCHES BETWEEN THE INVERT OF THE STANDARD PRODUCT LIST) 2 C .. S J(. VALVE N0.1 CERTIFICATION THAT GAUGES UPPER PIPE AND THE CROAK OF THE ROWER PIPE.WHERE MIS MINIMUM SEPARATION I/ 3 O TAP OR TEE AND METERS ARE PROPERLY CANNOT BE MAINTAINED.THE CROSSING SHALL BE ARRANGED SO THAT THE SEWER PIPE �II�LIiI�' S ISI/..1 Z 4 CALIBRATED AND ACCURATE. JOINTS AND WATER M JONTS ARE EQUIDISTANT FROM PONT OF CROSSING W M N -'I T T I �I TAPPING SLEEVE OR TEE LESS THAN DO)FEET BETWEEN ANY Two JOINTS AND BOTH PIPES SHALL BE D.IR.,AND �'I I_ J 1 �_� 11 THE MINIMUM VERTICAL SEPARATION SHALL BE 6 INCHES WHERE THERE IS NO A TERNATVE I i� - �I NOTES' I TO SEWER PIPES CROSSING OVER A WATER MAIN,THE CRITERIA FOR MNIMUu 18 VERTICAL / I- SEPARATION BETWEEN USES AND JOINT ARRANGEMENT,AS STARTED ABOVE SHALL BE CONCRETE BLOCKING - I I �-' erg I. BOTH VALVES SHALL BE KEPT CLOSED UNTO,FILLING.APPROVE). REQUIRED AND BOTH PIPES SHALL BE CLASS 52 D.I.P.IRRESPECTITE OF SEPARATION. (OPTIONAL-DEPENDING ONgiii% : pli ( J:I•+ Ho AND BACTERTOLC OCAL TESTING IS COUPtETEO AND APPROVED. DIP.IS NOT REQUIRED FOR STORM SEWERS TRENCH BEDDING CONDITIONS) ` iN _ 2. GAUGE AND RISER TO BE REMOVED AFTER PRESSURE TEST. 2.MAINTAIN(10)TEED HORIZONTAL DISTANCE BETWEEN WATER MAIN AND STORM CR /-� 2 J/0^ 3. OTT SHALL BE NOTIFIED BEFORE FIWNC AND FI,USHNG. SANITARY SEWER MAIN,AS A MINIMUM. -W 4. AFTER RELEASE FROM THE HEALTH DEPARTMENT.BOTH VALVES 3.FORCE MAIN CROSSING WATER MAIN SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL NOTES: 5-7 ' I� a 1lim/e I � �_ ID BE LEFT OPEN TWIN VALVE ROT INSTALLED ON BOTH VALVES. DISTANCE OF 15 INC ES BETWEEN THE OUTSIDE OF THE FORCE MAIN AND THE WTSOE w OF THE WATER A TN WATER MAIN CROSSING OVER FORCE MAIN. 1. EN VALVE IS DEEPER THAN 30"AN EXTENSION WITH UNIVERSAL JOINT SHALL 58 AND 59 60 EXTENSION ¢ 5. PRESSURE TEST PUMP MAY CONNECT TO SERVICE LNE.ERE HYDRANTS 4.SEWER SERVICE LATERALS SHALL LIR.-s5 UNDER WATERMAN WITH A MINIWY VERTICAL BE REWIRED TO BRING OPERATING NUT 24--30'BELOW FINSHED GRADE - EXTENSION r 4 Z g� OR BLOTTOFF.NO EXTRA TAPS ARE PERMITTED SOLELY FOR TESTING SEPARATION OF EIGHTEEN 15)VICES IF EIGHTEEN BC INDIES VERTICAL SEPARATION EXTENSION BOLTS Al NUTS SNAIL BE 316 STAINLESS STEEL A 316 STAINLESS I OL�.I E I IpIF I40 �• 560. 5 PURPOSES UNLESS PREEEEDIMG ARE NOT PRESENT IN TEST SECTION. CANNOT BE MAINTAINED,THEN THE MID AIN SHALL(BE DIP,AND THE SANITARY STEEL CENTERING PLATE SNAIL ALSO PE REQUIRED. I. 2 J/16 TO T(. 'Wm EAM RT. . 35 6. TAPPING SADDLE OR SLEEVE(PER CURRENT DRY PRODUCT UST)IS LATERAL C-900 SDR18 OR BETTER AND THE MINMW SEPARATION SHALL BE SX(6) s9 IE I. IA T TESE ExRe90e5 M50 REWIRED ON EXISTING MAIN, INCHES. 2.AT DEAD ENO OR WHERE MAIN LINES CHANGE DIRECTION.VALVES SHALL BE BOX COUPLETS TOP BOTTOM 0 SEAKT new MREE- T. SETUP FOR ALL DOUBLE VALVE CONNECTIONS TO INCLUDE ATMOSPHERE 5.WHEN IT IS NOT POSSIBLE FOR THE WATER MAIN TO CROSS OVER THE SEWER SERVCE RESTRAINED USING MECHANICAL JOINT RESTRAINTS.TEROOS.OR OTHER Ka V•VV[sorts VENTS AS SHOWN ABOVE ATERAL A MINI W VERTICAL SEPARATOR OE AT LEAST TWELVE D2)INCHES MUST BE APPROVED RESTRAINT. NOTE:LOCKING LIDS BOLL NOT BE ACCEPTED. MAINTAINED.THEE wATERUAIN SHALL BE D.I.P.AND THE SEWER LATERAL SHALL BE & OUTLET ON VENT TO ATMOSPHERE A MINMUM 24"ABOVE EXISTING GRADE C-900 SDR-18 OR DETER. TYPICAL GATE VALVE DETAILPW a FILL & FLUSH DETAIL PW 1.1 WATER MAIN & SEWER CONFLICT DETAIL PW 2.1 4" THRU 12" PW 3.1 CAST IRON VALVE BOXES, TWO-PIECE _.� Ip METER BOX BY CONTRACTOR, PAVEMENT BALL VALVES APPROVED a BAC METER BY Y TYPE L COPPER BACKFLOW PREVEN.ER MY BALL VALVES .N SU PRESRE TEST LIMIT 6'PIPE NIPPLE TYPE L COPIPE P EER N000 SCREW VENT SPRING F `4 y,'iri�i.i i CFI, P TY wNER TYPE LCOPPER - - 90' HOOD WOE STEM W TQyJ PIPE Qf 1..M &Y BONNET SPRING RETANER REFER TO STANDARD RESPON48RItt RESDONSIBRITY r, PRODUCTS LASTS: RESILIENT WEDGE /-PIPE SUPPORT(TOP.) CHELK SPRING C4 W 0 METER BOX FOR POLYETHYLENE TUBING Q I 1 a GATE VALVES - / (SEE DETAIL BELOW) w a METER BOX AND SpR9/3408 _ • COVER TYPES BALL SEAT(4 REObJ CZM SHORT SERVICES i �� . "0'WING E'F 1� ONLY - FINISH �� ,-� VALVE BALL R '0.) 7- r_ LONG SERVICES GRADE - SOD VENT DISK ADAPTER(2 REO'0.) r- /7 DOUBLE DETECTOR NECKw BRASS CURB STOP ( A V �' ALOE ASSEMBLY ( 5ry STRAIGHT BALL VALVE ) Q s, CARE '�� - ® `�\\\T\\E`\�`\ `\`\``\\ % %t%. [r,, 1 T,`\,V\\\ 015C HOLDER O E. BOTH STANDARD WING O` VALVE-2 yy�aYn ® T\ \\\\\�\\\` 1\\\\1\"\\. (VENT) U(SEE STANDARD 2y _ / 4'y'3�"- L,'.w.r;."" SEA"sRY-- TO BE INSTALLED 12"PRODUCT US40 p\�ry DISC HOEDER • IN T) j \ l c'. ABOVE THE HIGHESTIl M R/W UNE� ` \Tow.. MIN.18'SPOON PIECE 0 \V 4 (dEa) THAN 5 FEET CUTLET-NO NICKER W BETWEEN 90 `ALOE AND MECHANICAL ELEV, CHECK DISC `. CH S .80 P.V.C.SLEEVE UNDER 316 S.S.DOUBLE STRAP SADDLE PIPE BONY DISC SCREW �H Q1 /<" PAVE.lT.TO EXTEND 5'BEYOND WTI BRASS CORPORATION STOP 2 X 2'X 1/4'THK. STD.316 S/S U-ear, THE EDGE OF PAVEMENTDU WAVERS (SEE STANDARD PRODUCT UST) ALUM,ANGLE NUTS AND WAERS GRADE(CHECK) CT) " �y WRAP PIPE Iv/NEOPRENE PACING NUT(2 REVD.) Fr,-1 0 I-4 NOTES: NOTES: AT'U'BOLTS TEST COCK(2 REO'D.) ' T/I ^ 1. SUCCESSIVE TAPS INTO THE WATER MAIN SHALL BE SPACED 1.FOR ALL SERVICES GREATER THAN 2'DI0. I-R A MINIMUM OF 18_ON CENTER. 2.ALL PIPE AND FITTINGS SHALL BE CLASS 52 DUCTILE IRON CEMENT LINED PATH _ w 2. SERVICE LANES SHALL NOT BE PLACED UNDER DRIVEWAYS. CEMENT LINED DUCTILE IRON FLANGE FITTINGS FOR ABOVE GROUND USE BECIANICAL SOD TYPICAL IRRIGATION SYSTEM F JOINT SHALL BE USED UNDERGROUND IN ACCORDANCE WTI Aw4A STANDARDS. 3. ALL METERS REWIRE A LOCKING BRASS CURB STOP WITH 3.THE DOUBLE DETECTOR CHECK VALVE ASSEMBLY SHALL MEET AWWA C511-59,AND • ANTI-SIPHON PRESSURE TYPE Z Z m Al LOC(YANG(1"MIN.). APPROVAL OF ENVIRONMENTAL SERVICES DEPARTMENT. _T VACUUM BREAKER El ,2A. NO FITTINGS BETWEEN CORPORATION STOP AND BRANCH 4.CERTTCATON OF PROPER INSTALLATION AND OPERATION WILL BE REQUIRED FROM A ., ASSEMBLY. CERTIFIED BACKFLOW PREVENTION TECINIDAN PRIOR TO WATER MAIN ACCEPTANCE BY PIPE SUPPORT DETAIL NOTES: Al.' 5, MAXIMUM SERVICE LENGTH IS 100'TO METER. THE CITY GF DELRAY BEACH. NOTES' ✓n onP 5.THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR THE PROPER OPERATOR 1.WATTS REGULATOR COMPANY OR EQUIVALENT. Z e 6. CASING PIPE I.D.SHALL BE SERVICE O.D.PLUS 1"MINMW. MAINTENANCE AND TESTING OF THE DOUBLE DETECTOR CHECK HALVE ASSEMBLY. 1.FOR ALL SERVICES LESS THAN OR EQUAL TO 2"CM. 2 VALVE STALL MEET OR EXCEED THE A.SS.E,BS&A AND O a T. MINIUW BEND RADIUS ON SERVICES SHALL BE 14. 6.BOLLARDS TO BE USED IF THE ASSEMBLY IS WITMN 5'OF THE PAVEMENT.REFER TOd p Vm0 2 ABOVE GRADE PIPING STALL BE BRASS OR TYPE'L COPPER iUBI!NG. U.SCF.REQUIREMENTS U 2[... ON ALL SEWAGE'S BE1PNp METER BOLLARD DETAIL Pw 52 [J r T 7.ALL TROD INN DOUBLE DETECTOR CHECK VALVE SHALL BE BRASS OR 3.ALL COPPER JONTS SHALL BE MADE WTH 95/5 SOLDER. I� Z B. METER DZE WALL BE DETERMINED BY PUBLIC UTILITIES DEPT. 3.SHALL ALSO BE LASTED BY ALSO(UPC). D) .au o f UPON APPLICATION FOR SERVICE TYPE 7'COPPER TIRING 4.RPZ BACKFLOW PRET/ENTER IS REWIRED IN ACCORDANCE WTH OTT A.USE OF OTHER PPE MATERIALS WTI APPROVAL OF DEPUTY DIR.OF UTIUDES. W 0)1 .S'- U 9. ALL VALVES TO BE BALL VALVES. &USE OF OTHER PIPE MATERAIIS ROTH APPROVAL OF WATER SEWER MANAGER. OF DELRAY etACI CODE OF ORDINANCES TITLE V.CHAPTER 5280 m«co F„I IN 9.OTT MAINTAINS UP TO THE FIRST O S&Y VALVE. 5.USE OF OTHER PIPE MATERIALS WITH APPROVAL OF DEPUTY DIRECTOR Cr UTILITIES. 5.ABOVE GRADE PIPING SHALL BE PVC OR CWYLH. Q . 10. METER BOB SNAIL BE PROVIDED AND INSTALLED BY CONTRACTOR. Z d r 11. ALL SERVICES UNDER ROADWAYS ARE TO BE INSTALLED BY 4.RPZ BACKFLOW PREVENTER IS REQUIRED FOR ALL COAMERCIAL PROPERTIES O OY r4 o TRENCHLESS METHOD,UNLESS OTHERWISE APPROVED. AND ALL RESIDENTIAL PROPERTIES WTH FIRE SPRINKLER SYSTEMS. ANTI-SIPHON PRESSURE TYPE VACUUM BREAKER >W`; ,'<u - TYPICAL SERVICE CONNECTION PW 9.1a DOUBLE DETECTOR CHECK VALVE PW 10.1 REDUCED PRESSURE ZONE BACKFLOW PREVENTER PW 10.2 PW 10.3 (j Q Oz oo aVlo w,M 1 gvry (n Sav w m J C..1 z Ca Z V w DRAWN: _ M.T.J. CHECKED: .I CALL 45 HOURS BEFORE YOU DIG. J.A.P. SII w IT'S THE LAW-47 DATE: 1-800-432-4770 9/07/16 I�`�//,� SUNSHINE STATE ONE CALL OF FLORIDA. INC. JOB NO. o\\ I5042-DTL LN Know what's below. °THIS OR 000Mmrs PPRRVWOCDRODESCH OR NFo AATIOALAL PURPOSES ONLY. SHEET NO. Call before you dig. ENONION IHREPEDREASEHNNTw0 ENVRCE9w°:SSODATES.011ONAL S. , 5 OF 7 •, 174 • - -- fo.oALMBrSyCl/ - egg !Lv✓_rY.Niwvv6�✓T .- # APfapT/" • �NE 15 • j tAAt _I I ,SUES"nE!_ NEws ® w r' v 17 Q,\°�I�" a hl " :i .\ St, P L.iJr :: \V SufC91. E• Y NE (��B�<�{ I\t yl ' tr��'��.10 T' a.NE• LLK951�14I w H.Tor 'NE • a t ,A.GL6 AY T [� 4.0 S b IRi®T<ip f:I Y • 8 Deg ` , I • Vr' y - ��'9]y� , 1!f3ir r � �Y:. - Q . ` --.!0,... •41[. 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' -----0012 ----,- i 0031 _..1... .... i _..... , --- Gary R. Nikolits, CFA. Location: Downtown Service Center Palm Beach County 0 25 50 100 150 200 Key """'"*".""" Property Appraiser - Feet Map Scale Selected Parcels :1 100 ...,. 1---71200 E.'.,;11, 400 Prodcued on:12/312015 — 11 j Others •••;--- [.."•:.;••,'H,,, 300 Notes: 11 _ ---L.--E„,,,, 500 ___-------- _----- - •